031323 City Council Meeting Packet
NEW HOPE CITY COUNCIL
MEETING AGENDA
March 13, 2023
7:00 p.m.
City Hall – Council Chambers
4401 Xylon Avenue North
Mayor Kathi Hemken
Council Member John Elder
Council Member Andy Hoffe
Council Member Michael Isenberg
Council Member Jonathan London
The City Council wants and encourages citizen participation at Council Meetings. Your input and
opinions count and are valuable. You are encouraged to bring forth your comments and issues at
the appropriate point on the agenda.
A 15‐minute maximum Open Forum is held at the beginning of each Council Meeting. At this time
any person may address the Council on any subject pertaining to City business not listed on this
agenda or scheduled as a future agenda item. The Council requests that you limit your presentation
to 3 minutes. Anyone wishing to address the City Council on a particular item should raise their
hand and be recognized by the Mayor. Approach the podium and speak into the microphone by
first stating your name and address. Also, please record your name on the roster at the table near
the door so that your name will be spelled correctly in the minutes.
Individuals should not expect the Mayor or Council to respond to their comments tonight; Council
may refer the matter to staff for handling or for consideration at a future meeting. You are welcome
to contact the city clerk at 763‐531‐5117 after the council meeting.
COUNCIL MEETING BROADCASTS AND STREAMING
Government Access channel 16 programming includes live/taped meeting replays
Live on‐line meetings and past meetings on‐demand are available through www.nwsccc.org.
www.newhopemn.gov
New Hope Values and Vision
City Mission
Strong local government that is proactive in responding to the community needs and issues by delivering quality
public service to all city residents, businesses, property owners, and organizations in a prudent and e cient manner.
Values
Excellence and Quality in the Delivery of Services
We believe that service to the public is our reason for being and strive to deliver quality services in a
highly professional and cost-e ective manner.
Fiscal Responsibility
We believe that fi scal responsibility and the prudent stewardship of public funds and city assets is essential if
residents are to have confi dence in government.
Ethics, Integrity and Professionalism
We believe that ethics, integrity, and professionalism are the foundation blocks of public trust and confi dence and
that all meaningful relationships are built on these values.
Respect for the Individual
We believe in the uniqueness of every individual, and welcome, appreciate, and respect diversity and the di ering
of opinions.
Open, Honest, and Respectful Communication
We believe that open, honest, and respectful communication is essential for an informed and involved citizenry
and to foster a positive environment for those interacting with our city.
Cooperation and Teamwork
We believe that the public is best served when all work cooperatively.
Visionary Leadership and Planning
We believe that the very essence of leadership is to be responsive to current goals and needs, and visionary in
planning for the future.
Vision
e city is a great place to grow as a family, individual, or business.
All within our city are safe and secure.
Essential services will be those that promote a safe and healthy environment for all residents.
Essential services and programs will be enhanced and streamlined, and will be provided in an economical manner
and with measurable results.
e city views residents as its greatest asset and seeks their input and participation.
e city will meet the communication needs of citizens, elected o cials, and city sta .
Strategic Goals
e city will maintain and improve its infrastructure (water distribution, storm water, sewer, roads, parks,
lighting, and city facilities).
e city will use frugal spending and resourceful fi nancial management to maintain its fi scal health.
e city will encourage maintenance, redevelopment, and reinvestment of existing properties to improve
or enhance its tax base.
e city will provide core services with a professional sta who are equipped with the necessary tools and
equipment and given necessary direction.
e city will facilitate and improve communications to promote e ective intergovernmental cooperation
between sta , citizens, and Council.
Adopted by the New Hope City Council, August 2006
Reaffirmed by the New Hope City Council, February 2022
CITY COUNCIL MEETING
City Hall, 4401 Xylon Avenue North
March 13, 2023
7:00 p.m.
1. CALL TO ORDER AND PLEDGE OF ALLEGIANCE – March 13, 2023
2. ROLL CALL
3. APPROVAL OF MINUTES:
• Work Session Minutes – February 21, 2023
• Regular Meeting Minutes – February 27, 2023
4. OPEN FORUM
5. PRESENTATIONS
6. CONSENT BUSINESS
6.2 Approval of financial claims through March 13, 2023
6.4 Resolution relating to $4,016,000 Health Care Facilities Refunding Revenue Bond
(St. Therese Home, Inc. Project), Series 2012A and $2,634,000 Health Care
Facilities Revenue Bond (St. Therese Homes, Inc. Project) Series 2012B;
authorizing an amendment to trust indenture therefor
7. PUBLIC HEARING
7.1 Civil hearing regarding revoking rental property registration permit for 3959 Oregon
Avenue, relating to three disorderly behavior violations
8. DEVELOPMENT AND PLANNING
8.1 Resolution awarding contract to Northwest Asphalt, Inc. for construction of the 2023
Infrastructure Project 1090 (Improvement Project No. 1090)
8.2 Resolution approving plans and specifications and authorizing to advertise for
bids for the proposed 42nd Avenue Signal Lighting, Trail, and Utility
Improvement Project (Improvement Project No. 1029)
8.3 Resolution authorizing the purchase of decorative streetlights for the 42nd Avenue
Decorative Lighting Project (Improvement Project No. 1097)
8.4 Resolution approving plans and specifications and authorizing advertisement of bids for
Lighted Baseball Field improvements (Improvement Project No. 1095)
9. PETITIONS AND REQUESTS
10. ORDINANCES AND RESOLUTIONS
10.1 Resolution authoring the purchase of equipment and appropriation of funds in the
amount of $189,447.07 for purchase of a 2023 Caterpillar 926M Wheel Loader and
ancillary equipment from Ziegler Inc.
11. UNFINISHED AND ORGANIZATIONAL BUSINESS
12. OTHER BUSINESS
12.1 Exchange of communication between members of the city council
13. ADJOURNMENT
Memorandum
To: New Hope City Council
From: Tim Hoyt, Acting City Manager
Date: March 9, 2023
Subject: Agenda Items for Monday, March 13, 2023
Note: Jeff Sargent will be filling in for me at this meeting.
Open Forum
We are not aware of anyone who intends to address Council for the open forum.
Items 6.1, 6.2, and 6.3
Item 6.1 – there are no new business license requests.
Item 6.2 ‐ involves routine financial claims.
Item 6.3 – there are no new liability claims to report.
Item 6.4
This is a resolution approving an amendment to trust indenture relating to bonds issued for St. Therese
Home. In 2012 the city approved a resolution authorizing the issuance of refunding bonds in the
principal amount not to exceed $4,275,000 and additional revenue bonds in an amount not to exceed
$2,375,000, of which the proceeds of the sale of the bonds were utilized to refinance a portion of the
outstanding debt on a remodeling and expansion project that the facility undertook in 2003. The city does not
have any liability with respect to the bonds that were issued. St. Therese paid the city of New Hope $33,250
for the issuance of the bonds and paid for all administrative costs for the city the issuance. At this time, the
bank involved in the conduit financing of these bonds requests to make some small amendments to the trust
indenture. When the note was originally issued, the interest was calculated using the London Interbank
Offered Rate (LIBOR) formula; however, the use of LIBOR is being phased out and the bank has proposed
an amendment. A memo was provided by Dorsey & Whitney LLP explaining the request. Director Sargent
and I recommend approval.
Item 7.1
This is a public hearing to consider revocation of the rental property permit for 3959 Oregon Avenue North.
A component of the city’s Rental Property Registration program includes consequences for disorderly
behavior violations. The tenants of 3959 Oregon Avenue North have received three disorderly behavior
violations within the last 12 months. The property is owned by Richard M. Swenson. The property owner
has been notified of the situation. On January 13, 2023, the property was issued a third disorderly behavior
slip, prompting a hearing by the City Council to determine what type of corrective action should be taken
against the property owner. Council shall hear all relevant evidence and arguments and shall review all
testimony, documents and other evidence submitted. Following the hearing, Council should make a decision
on action against the property owner. The options include issuing a fine, revoking or suspending the rental
Page 2
registration permit, or non‐renewal of the registration permit. City staff recommends that the City Council
revoke the rental registration license and to prohibit the same entity from reapplying for a rental license at
this address for a period of three years. Director Sargent and I support the revocation.
Item 8.1
This item awards a contract to Northwest Asphalt, Inc. for the 2023 infrastructure project for $2,247,278.19 for
the base bid and alternates. The project includes street and utility work primarily in the Northwood
southeast neighborhood. Street work near Elm Grove Avenue is also included in the project. The alternate
bids include Liberty Park Basketball Court improvements, Hidden Valley Park trail improvements, Meadow
Lake Elementary School pickle ball court improvements, and Meadow Lake storm sewer culvert
improvements. The total estimated cost, including contingencies and indirect costs, is $2,831,570.48. Funding
sources include the street infrastructure fund, park infrastructure fund, and utility funds. Director Weber
and I recommend approval.
Item 8.2
Staff is seeking approval of plans and specs and authorization to advertise for bids for the 42nd Avenue signal
lighting, trail, and utility improvement project. MnDOT is in the process of reconfiguring TH 169 and the
42nd Avenue bridge and interchange. The city has been coordinating with Hennepin County to complete
improvements along 42nd Avenue between Gettysburg Avenue and Xylon Avenue to coincide with
MnDOT’s project. The city will coordinate the county’s signal project at 42nd and Boone with a city project to
include burying overhead power, installing additional lighting, paving a trail from Boone Avenue to
Gettysburg Avenue, watermain improvements, and construction of a city monument sign. Hennepin
County has requested Stantec to oversee the mill and overlay improvements to 42nd Avenue for which the
county will fund. The estimated cost of the project is $4,278,936, and the funding sources include state aid,
street light fund, water fund, and county funds. Bids will be presented to Council at the April 24 meeting to
consider awarding a contract. Director Weber and I recommend approval.
Item 8.3
This item approves the purchase of 11 decorative streetlights from Holophane to be installed on 42nd Avenue
between Xylon and Gettysburg avenues. The lights will match the decorative lights that were installed in
2019 on 42nd and Xylon. The cost is $5,600 per light which totals $61,600. The 2023 CIP has $500,000
earmarked for the project. Director Weber and I recommend approval.
Item 8.4
Staff is seeking approval of plans and specs and authorizing the advertisement of bids for Lighted Baseball
Field improvements. Lighted Baseball Field is located at 8810 49th Avenue North and is the only full‐size
baseball field operated in the city. The improvements include reshaping and grading the infield grass area,
reshaping and leveling a portion of the outfield, rebuilding the pitchers mound, and some fence repairs. The
use of sod, rather than seed, is needed in order for play to resume on the field next spring. The project would
also include improvements to the trail between the parking lot and field, removal of a park building near the
left outfield fence line, removal of the retaining wall and cement slab and regrading of the area. Alternate
bids will be obtained for full fence replacement, concrete pads for the bleachers instead of bituminous,
concrete cap on existing retaining wall, shade structure, and synthetic turf in the batting cage. The 2023 CIP
Page 3
has $828,000 earmarked for the project. The estimated cost is $703,450 including contingencies and indirect
costs. The cost of all the alternates is estimated around $300,000. Bids will be presented to Council at the
April 24 meeting to consider awarding a contract. Director Rader and I recommend approval.
Item 10.1
Staff is seeking authorization to purchase a 2023 Caterpillar 926M wheel loader and ancillary equipment
from Ziegler Inc. for $292,777.07. The current 10‐year old loader (unit #234) has a trade‐in value of $103,330
which reduces the purchase price to $189,447.07. Ziegler is the vendor for Caterpillar Equipment on the state
cooperative purchasing program. The 2023 CIP has $208,975 earmarked for the equipment. Director Weber
and I recommend approval.
Item 12.1
Mayor Hemken will review the list of upcoming events/meetings.
EDA Item 4
The EDA is asked to approve the purchase agreement for acquisition of the bank‐owned property at 5802
Boone Avenue North. An initial offer for the list price of $119,600 will be made and staff would like
authorization to increase the offer as high as $160,000 if multiple offers are submitted. Earnest money of 3%
would be required. The foreclosed property is owned by Deutsche Bank. The two‐story farmhouse is one of
the oldest homes in New Hope and is in a state of disrepair. The home is an ideal candidate for a demolition
and rebuild project. The 2022 assessed value of the property is $234,000. The EDA has funds for the
acquisition. Director Sargent and I recommend approval.
EDA Item 5
Staff recommends approval of a purchase agreement for the acquisition of 4965 Winnetka Avenue North for
$230,000 plus closing costs. The 1953 home is being sold by the owner. The lot is large enough to divide into
two lots to accommodate the construction of two new homes. The EDA has funds for the acquisition.
Director Sargent and I recommend approval.
If you have any questions regarding items in the agenda packet, please call the city clerk so that
staff can research any issues and be prepared to respond at the meeting.
City Council Work Session February 21, 2023
Page 1
City of New Hope
4401 Xylon Avenue North
New Hope, Minnesota 55428
City Council Minutes
Work Session Meeting
February 21, 2023
Northwood Conference Room
CALL TO ORDER The New Hope City Council met in work session pursuant to due call and notice thereof;
Mayor Hemken called the meeting to order at 6:30 p.m.
ROLL CALL Council present:
Council absent:
Kathi Hemken, Mayor
Andy Hoffe, Council Member
Michael Isenberg, Council Member
Jonathan London, Council Member
John Elder, Council Member
Staff present:
Tim Hoyt, Acting City Manager
Sarah Larson, WMFRD Chief
Valerie Leone, City Clerk
Shawn Markham, Forester/Contract Manager
Susan Rader, Director of Parks & Recreation
WMFRD Update
Item 11.1
Mayor Hemken introduced for discussion item 11.1, Update from West Metro Fire‐
Rescue District.
Ms. Sarah Larson, WMFRD Chief, reported there were 2,128 calls for service in
calendar year 2022 of which 1,099 were in New Hope. She indicated the Santa for
Seniors program was a success and more than 300 bags of gifts were collected and
delivered to Crystal Care Center, Good Samaritan, and North Ridge. She explained
there were 11 fire fighters who resigned/retired in 2022 and a recruitment process
yielded 15 persons.
Chief Larson stated July 6, 2023, is the District’s 25th anniversary. She asked Council to
provide suggestions for an anniversary event at station 3 such as a community BBQ
and open house.
She reported three of the four existing fire engines have been sold and delivery of the
first new engine is expected in March.
Chief Larson reported in 2022 there was a total of 1,057 inspections/plan
reviews/meetings of which 410 required a re‐inspection. She stated 38 home safety
surveys were conducted in 2022, and the adopt a hydrant program has 102 residents
(from both cities) participating in the program.
Chief Larson stated the district did not receive the SAFER grant. She indicated there
was a large pool of applicants and district staff intends to re‐apply.
City Council Work Session February 21, 2023
Page 2
Council Member London inquired of the types of calls for service and corresponding
percentages. Chief Larson stated about half the calls are fire calls and half are for
medical. She noted the mutual aid calls are all fire‐related calls.
Council thanked Chief Larson for the update.
VALUES AND
VISION STATEMENT
Item 11.2
Mayor Hemken introduced for discussion item 11.2, Reaffirm Values and Vision
Statement.
Mr. Tim Hoyt, acting city manager, indicated as part of the state performance
measurement program, Council must reaffirm the values and vision statement on an
annual basis.
Council discussed whether the Diversity, Equity & Inclusion Statement should be
incorporated with the Values and Vision Statement. It was agreed to retain the two
statements as separate documents.
MOTION
Item 11.2
Motion was made by Council Member Isenberg, seconded by Council Member
London, to reaffirm the Values and Vision Statement. All present voted in favor.
Motion carried.
NO MOW MAY
DISCUSSION
Item 11.3
Mayor Hemken introduced for discussion item 11.3, Discuss “No Mow May”.
Ms. Susan Rader, director of parks and recreation, indicated staff would like to discuss
“No Mow May” with the City Council and provide information about the conservation
initiative that encourages people to stop mowing or mow less often for the month of
May to create habitat and provide resources for bees and other early‐season
pollinators.
Mr. Shawn Markham, forester/contract manager, explained the pros and cons of
adopting “No Mow May”. He stated the city has already taken steps to provide
resources for bees and other early‐season pollinators. He stated the city modified its
weed ordinance in 2012 to promote native plantings and maintaining shoreline buffer
strips; and the Council adopted a resolution supporting pollinators and pollinator
habitat in 2017. Mr. Markham also stated the city has incorporated pollinator friendly
habitats into city projects with rain gardens, adopt‐a‐plot, storm water pond plantings
and the RAVE program.
Mr. Markham shared how the city could implement a “No Mow May” through a
registration program. He also reported that typically the first weed notices of the
season are issued mid to late May.
Ms. Rader stated if the city adopted the program, an option would be to limit it to back
yards only (front yards could still be mowed).
As an alternative to “No Mow May” Council Member London recommended
promoting the planting of flowering trees/shrubs/bushes to support pollinators.
City Council Work Session February 21, 2023
Page 3
Council decided against adopting a formal program at this time. Staff was directed to
post resources on the city’s website to help educate the community regarding
pollinator habitat.
ADJOURNMENT The meeting was adjourned at 7:10 p.m. as there was no further business to come
before the Council at its work session.
Respectfully submitted,
Valerie Leone, City Clerk
New Hope City Council February 27, 2023
Page 1
City of New Hope
4401 Xylon Avenue North
New Hope, Minnesota 55428
City Council Minutes February 27, 2023
Regular Meeting City Hall, 7:00 p.m.
CALL TO ORDER The New Hope City Council met in regular session pursuant to due call and notice
thereof; Mayor Hemken called the meeting to order at 7:00 p.m.
PLEDGE OF
ALLEGIANCE
The City Council and all present stood for the Pledge of Allegiance.
ROLL CALL Council present:
Absent:
Staff present:
Kathi Hemken, Mayor
Andy Hoffe, Council Member
Michael Isenberg, Council Member
Jonathan London, Council Member
John Elder, Council Member
Jeff Sargent, Director of Community Development
Jeff Alger, Community Development Specialist
Brandon Bell, CD Coordinator/Management Analyst
Valerie Leone, City Clerk
Nick Macklem, Stormwater Specialist
Bernie Weber, Director of Public Works
Stacy Woods, City Attorney
APPROVAL OF
MINUTES
Motion was made by Council Member Hoffe, seconded by Council Member
London, to approve the regular meeting minutes of February 13, 2023. Voted in
favor thereof: Hemken, Hoffe, Isenberg, London; and the following voted against
the same: None; Abstained: None; Absent: Elder. Motion carried.
OPEN FORUM
Ms. Bonnie Bolash, resident of Crystal, invited women business owners and the
community to the Women’s Expo on Saturday, April 22, from 10 am – 2 pm at
Sacred Heart Church in Robbinsdale. The networking event is to learn more about
local women‐owned businesses and share resources for women interested in
starting their own businesses. Mayor Hemken thanked Ms. Bolash and referred
her to the “Elevate Hennepin” website for resources.
Mr. Ron Stoffel, 8004 55th Lane North, was recognized. He pointed out issues
related to streets in the Parkview development (streets not sealcoated and street
damage caused during snow removal). He also inquired regarding the status of
the Shell Gas station on Bass Lake Road. Public Works Director Weber indicated
he would follow up on the street issues. Community Development Director
Sargent provided an update on the gas station construction project, city
involvement and the citation process to spur action.
New Hope City Council February 27, 2023
Page 2
ROTATING VOTES
Please note that votes taken on each agenda item are called by the secretary on a
rotating basis; however, the written minutes always list the mayor’s name first
followed by the council members’ in alphabetical order.
CONSENT AGENDA Mayor Hemken introduced the consent items as listed for consideration and stated
that all items will be enacted by one motion unless requested that an item be
removed for discussion. Mr. Jeff Sargent, community development director, stated
he is serving in Tim Hoyt’s absence for tonight’s meeting. Mr. Sargent reviewed
the consent items.
BUSINESS
LICENSE(S)
Item 6.1
Approval of business licenses.
FINANCIAL CLAIMS
Item 6.2
Approval of financial claims through February 27, 2023.
RESOLUTION 2023‐25
Item 6.4
Resolution approving a contract with Allied Blacktop Company for 2023 street
sweeping services.
RESOLUTION 2023‐26
Item 6.5
Resolution approving a contract with Warning Lites of Minnesota, Inc. for New
Hope’s 2023 street paint striping/marking services.
RESOLUTION 2023‐27
Item 6.6
Resolution of concurrence for the proposed Shingle Creek Watershed
Management Commission legal boundary change.
MOTION
Consent Items
Motion was made by Council Member Isenberg, seconded by Council Member
Hoffe, to approve the Consent items. All present voted in favor. Motion carried.
EL LORO ON‐SALE
LICENSE
Item 7.1
Mayor Hemken introduced for discussion Item 7.1, Motion approving an on‐sale
liquor license to El Loro of New Hope Inc. dba El Loro Mexican Restaurant at 7849
42nd Avenue North.
Mr. Jeff Sargent, community development director, explained the public hearing
is to consider granting an on‐sale intoxicating liquor license to El Loro of New
Hope Inc., dba El Loro Mexican Restaurant, at 7849 42nd Avenue North. He stated
the business will be operating out of the former Country Kitchen site. He reported
the background investigation was conducted and there is nothing detrimental to
report, and staff recommends approval. He stated the owner, Mr. Marcos Gomez,
is in attendance if Council has questions.
Council Member London welcomed El Loro to the city. He inquired of the status
of the restaurant in Crystal.
Mr. Marcos Gomez, owner of El Loro, was recognized. He stated the lease in
Crystal was costly and the restaurant closed February 26. He stated they plan to
open the restaurant in New Hope after March 15.
Council welcomed Mr. Gomez and wished him well at the new location.
New Hope City Council February 27, 2023
Page 3
CLOSE HEARING
Item 7.1
Motion was made by Council Member Isenberg, seconded by Council Member
Hoffe, to close the public hearing. All present voted in favor. Motion carried.
MOTION
Item 7.1
Motion was made by Isenberg, seconded by Council Member Hoffe, to approve
an on‐sale liquor license to El Loro of New Hope Inc. dba El Loro Mexican
Restaurant at 7849 42nd Avenue North. Voted in favor thereof: Hemken, Hoffe,
Isenberg, London; and the following voted against the same: None; Abstained:
None; Absent: Elder. Motion carried.
7716 WINPARK
DRIVE CUP
(PLANNING CASE
22‐04)
Item 8.1
Mayor Hemken introduced for discussion Item 8.1, Resolution approving
Conditional Use Permit for Open Outdoor Storage Area relating to real property
located at 7716 Winpark Drive (Planning Case 22‐04).
Mr. Brandon Bell, community development coordinator/Management Analyst,
explained Winsupply, located at 7716 Winpark Drive, submitted an application for
a Conditional Use Permit (CUP) for open outdoor storage as a principal or
accessory use in the industrial district. He stated the applicant is proposing to
utilize a portion of the site’s rear and side yards for open outdoor storage. The
proposed storage area would exceed 20 percent of the building’s 30,000 square foot
area, which triggers the need for a conditional use permit. The storage would be
screened from the adjacent residential properties and secured with locked fence
gates.
Mr. Bell illustrated the site plans, screening, fence and entrance gates, rear storage
area, and parking. He stated the Planning Commission reviewed the request at its
meeting of February 7 and recommends approval subject to the conditions
outlined in the resolution.
RESOLUTION 2023‐28
Item 8.1
Council Member Isenberg introduced the following resolution and moved its
adoption: “RESOLUTION APPROVING CONDITIONAL USE PERMIT FOR
OPEN OUTDOOR STORAGE AREA RELATING TO REAL PROPERTY
LOCATED AT 7716 WINPARK DRIVE (PLANNING CASE 22‐04).” The motion
for the adoption of the foregoing resolution was seconded by Council Member
Hoffe, and upon vote being taken thereon, the following voted in favor thereof:
Hemken, Hoffe, Isenberg, London; and the following voted against the same:
None; Abstained: None; Absent: Elder; whereupon the resolution was declared
duly passed and adopted, signed by the mayor which was attested to by the city
clerk.
5701
INTERNATIONAL
PARKWAY
VARIANCE
(PLANNING CASE
23‐01)
Item 8.2
Mayor Hemken introduced for discussion Item 8.2, Resolution approving
Variances for Property at 5701 International Parkway (Planning Case 23‐01).
Mr. Brandon Bell, community development coordinator/Management Analyst,
stated Council is asked to consider approval of two variances for the property
located at 5701 International Parkway occupied by Paul Bunyan Plumbing and
companies under its umbrella. He explained the property is unique in that it has
three sides with public right‐of‐way with no space for side yard storage and
minimal usable space for rear yard storage. The outdoor storage would be
screened and secured within a locked fence. Variances may be granted when they
are in harmony with the general purpose and intent of the zoning code, consistent
New Hope City Council February 27, 2023
Page 4
with the comprehensive plan, and there are practical difficulties in complying with
the city’s zoning code.
Mr. Bell illustrated the site plans, screening, gates, landscaping and parking.
Mr. Bell reported at its February 7 meeting, the Planning Commission considered
the request for a variance for open outdoor storage in a side yard and a variance
for a 20‐foot setback in the side yard and recommended approval subject to
conditions outlined in the resolution.
Council Member Isenberg questioned whether the applicant agreed to the
conditions. Mr. Bell responded affirmatively.
RESOLUTION 2023‐29
Item 8.2
Council Member Isenberg introduced the following resolution and moved its
adoption: “RESOLUTION APPROVING VARIANCES FOR PROPERTY AT
5701 INTERNATIONAL PARKWAY (PLANNING CASE 23‐01).” The motion for
the adoption of the foregoing resolution was seconded by Council Member Hoffe,
and upon vote being taken thereon, the following voted in favor thereof: Hemken,
Hoffe, Isenberg, London; and the following voted against the same: None;
Abstained: None; Absent: Elder; whereupon the resolution was declared duly
passed and adopted, signed by the mayor which was attested to by the city clerk.
EXCHANGE OF
COMMUNICATION
Item 12.1
Mayor Hemken introduced for discussion Item 12.1, Exchange of communication
between members of the City Council.
Mayor Hemken reported on upcoming events.
ADJOURNMENT
Motion was made by Council Member Isenberg, seconded by Council Member
Hoffe, to adjourn the meeting, as there was no further business to come before
the Council. All present voted in favor. Motion carried. The New Hope City
Council adjourned at 7:45 p.m.
Respectfully submitted,
Valerie Leone, City Clerk
G:\City Manager\AGENDA\6.2 R‐Approval of Claims Merge Doc.docx
Request for Action
March 13, 2023
Approved by: Tim W. Hoyt, Acting City Manager
Originating Department: City Manager
By: Tim W. Hoyt, Acting City Manager
Agenda Title
Approval of claims through March 13, 2023
Requested Action
Claims for services and commodities purchased through this period are listed on the Check Disbursement
Report
Attachments
Check Disbursement Report
Agenda Section
Consent
Item Number
6.2
I:\RFA\COMM DEV\2023\City Council\03‐13‐23 St. Therese Bond Amendment\Q ‐St. Therese Bond Amendment.docx
Request for Action
March 13, 2023
Approved by: Tim Hoyt, Acting City Manager
Originating Department: Community Development
By: Jeff Sargent, Director
Agenda Title
Resolution relating to $4,016,000 Health Care Facilities Refunding Revenue Bond (St. Therese Home, Inc.
Project), Series 2012A and $2,634,000 Health Care Facilities Revenue Bond (St. Therese Homes, Inc. Project)
Series 2012B; authorizing an amendment to trust indenture therefor.
Requested Action
Staff requests the City Council approve the attached resolution relating to $4,016,000 Health Care Facilities
Refunding Revenue Bond (St. Therese Home, Inc. Project), Series 2012A and $2,634,000 Health Care Facilities
Revenue Bond (St. Therese Homes, Inc. Project) Series 2012B; authorizing an amendment to trust indenture
therefor.
Policy/Past Practice
The city pursues and supports maintenance and redevelopment of commercial and residential properties
within the city. In the past, the Council has scheduled public hearings and approved resolutions to address
and support the issuance of conduit revenue bonds for this purpose. The Council has also considered required
amendments to the terms of the bond if, and when, they arise.
Background
In 2012, the City Council approved a resolution authorizing the issuance of refunding revenue bonds in the
principal amount not to exceed $4,275,000 and additional revenue bonds in an amount not to exceed
$2,375,000, of which the proceeds of the sale of the bonds were utilized to refinance a portion of the
outstanding debt on a remodeling and expansion project that the facility undertook in 2003. The proceeds also
helped maintain and enhance the quality of life for the residents of the care center and the tenants in the
residence by modernizing the facilities. The debt service on the bonds is payable solely from payments made
by St. Therese and were secured by a mortgage on its facilities in New Hope. The city does not have any
liability with respect to the bonds that were issued. St. Therese paid the city of New Hope $33,250 for the
issuance of the bonds and paid for all administrative costs for the city the issuance.
At this time, the bank involved in the conduit financing of these bonds requests to make some small
amendments to the trust indenture. Dorsey & Whitney LLP, the city bond counsel that prepared the original
resolution, has prepared the proposed amendments to the trust indenture for consideration. At the time of
issuance of the Note, interest on the Note was calculated using the London Interbank Offered Rate (LIBOR)
formula; however, the use of LIBOR is currently being phased out and will no longer be available as of June
30, 2023. The bank has proposed that the variable interest rate formula for the bonds be amended pursuant to
the Amendment due to changes in the availability of LIBOR as a rate‐setting mechanism. This request is
similar to the Homeward Bound bond amendment that the Council approved on October 24, 2022.
Recommendation
Staff recommends that the Council approve the resolution relating to $4,016,000 Health Care Facilities
Refunding Revenue Bond (St. Therese Home, Inc. Project), Series 2012A and $2,634,000 Health Care Facilities
Agenda Section
Consent
Item Number
6.4
Request for Action, Page 2
Revenue Bond (St. Therese Homes, Inc. Project) Series 2012B; authorizing an amendment to trust indenture
therefor.
Attachments
Resolution
Proposed Amendment to the Trust Indenture
Memo of Explanation from Dorsey & Whitney LLP
RFA dated 9/24/2012 Bond Request
CERTIFICATION OF MINUTES RELATING TO
CERTAIN HEALTH CARE FACILITIES REVENUE BONDS (ST. THERESE HOMES, INC. PROJECT);
AUTHORIZING AN AMENDMENT TO TRUST INDENTURE THEREFOR
Municipality: City of New Hope, Minnesota
Governing body: City Council
Kind, date, time and place of meeting: A regular meeting held on [________] [__], 2023, at 7:00 P.M., at the
New Hope City Hall.
Members present:
Members absent:
Documents attached:
Minutes of said meeting (including):
RESOLUTION NO. ________
RESOLUTION RELATING TO $4,016,000 HEALTH CARE FACILITIES REFUNDING
REVENUE BOND (ST. THERESE HOME, INC. PROJECT), SERIES 2012A AND
$2,634,000 HEALTH CARE FACILITIES REVENUE BOND (ST. THERESE HOMES,
INC. PROJECT) SERIES 2012B; AUTHORIZING AN AMENDMENT TO TRUST
INDENTURE THEREFOR
I, the undersigned, being the duly qualified and acting recording officer of the public corporation that
issued the obligations referred to in the title of this certificate, certify that the documents attached hereto, as
described above, have been carefully compared with the original records of the corporation in my legal
custody, from which they have been transcribed; that the documents are a correct and complete transcript of
the minutes of a meeting of the governing body of the corporation, and correct and complete copies of all
resolutions and other actions taken and of all documents approved by the governing body at the meeting,
insofar as they relate to the obligations; and that the meeting was duly held by the governing body at the time
and place and was attended throughout by the members indicated above, pursuant to call and notice given as
required by law.
City Clerk
Councilmember ________________________ then introduced the following resolution and moved
its adoption:
RESOLUTION NO. ____________
RESOLUTION RELATING TO $4,016,000 HEALTH CARE FACILITIES REFUNDING
REVENUE BOND (ST. THERESE HOME, INC. PROJECT), SERIES 2012A AND
$2,634,000 HEALTH CARE FACILITIES REVENUE BOND (ST. THERESE HOMES,
INC. PROJECT) SERIES 2012B; AUTHORIZING AN AMENDMENT TO TRUST
INDENTURE THEREFOR
WHEREAS, City of New Hope, Minnesota (the “City”) and the Wells Fargo Bank, National
Association (the “Trustee”) entered into a Trust Indenture dated as of October 1, 2003, as amended by a First
Supplemental Trust Indenture dated as of November 1, 2009, as further amended by that certain Second
Supplemental Trust Indenture dated October 1, 2012 (the “Original Indenture”) pursuant to which the City
issued that certain $4,016,000 Health Care Facilities Refunding Revenue Bond (St. Therese Home, Inc.
Project), Series 2012A (“Series 2012A Bond”) and that certain $2,634,000 Health Care Facilities Revenue
Bond (St. Therese Homes, Inc. Project) Series 2012B (“Series 2012B Bond,” and together with the Series
2012A Bond, the “Bonds”); and
WHEREAS, the proceeds of the Bonds were loaned to St. Therese Home, Inc., a Minnesota
nonprofit corporation (“Borrower”) pursuant to the terms of a Loan Agreement dated as of October 1, 2003,
as amended by a First Amendatory Loan Agreement dated as of November 1, 2009, and as amended by a
Second Amendatory Loan Agreement dated as of October 1, 2012 (“Loan Agreement”); and
WHEREAS, the interest rate of the 2012B Bond is adjusted on the 2012B Reset Date, as defined in
the Original Indenture, to an interest rate based on the Two Year LIBOR Rate, as defined in the Original
Indenture; and
WHEREAS, the Two Year LIBOR Rate will no longer be available after June 30, 2023, and the
Borrower has requested that the City and the Trustee, pursuant to Section 11.04 of the Original Indenture and
with the consent of the holder of the Bonds, amend the Original Indenture to replace the Two Year LIBOR
Rate with a comparable rate; and
WHEREAS, the City has determined that it is in the best interest of the City to authorize the
Mayor and City Clerk of the City to approve such amendment; and
WHEREAS, there has been presented before this City Council an Amendment to Second
Supplemental Trust Indenture (the “Amendment”).
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of New Hope, Minnesota,
as follows:
1. Authorizations.
(a) The Mayor and City Clerk of the City are hereby authorized as the persons to execute the
Amendment; provided, however, that City staff have first been advised by bond counsel
pursuant to a written opinion that such amendment to the interest rate formula will not cause
a reissuance of the subject Bonds or otherwise adversely affect the tax-exempt status of the
subject Bonds, if applicable.
(b) To memorialize the Amendment, the Mayor and City Clerk of the City are authorized and
directed to execute any document deemed necessary by bond counsel to effect such
amendment, including but not limited to amended and restated Bonds or allonges to the
Bonds.
2. No Further Council Action. So long as the amendment to the interest rate formula does not cause
a reissuance of the Bonds or otherwise adversely affect the tax-exempt status of the Bonds, if
applicable, no further action by the City Council is necessary.
3. Resolutions Remain in Effect. The resolutions authorizing the issuance and sale of the Bonds
shall continue in full force and effect, and this resolution shall be in full force and effect from and
after its passage.
Adopted this _____ day of ___________, 2023.
Mayor
ATTEST:
City Clerk
Reviewed for administration:
City Clerk
AMENDMENT TO TRUST INDENTURE
THIS AMENDMENT TO TRUST INDENTURE (“Amendment”) is dated as of the
___ day of _____________, 2023, among the CITY OF NEW HOPE, MINNESOTA, a
Minnesota municipal corporation (the “Issuer”) and WELLS FARGO BANK, NATIONAL
ASSOCIATION, a national association with trust powers (the “Trustee”).
RECITALS:
A. The Issuer and the Trust entered into that certain Trust Indenture dated as
of October 1, 2003, as amended by a First Supplemental Trust Indenture dated as of
November 1, 2009, as further amended by that certain Second Supplemental Trust
Indenture dated October 1, 2012 (the “Original Indenture”) pursuant to which the Issuer
issued that certain $4,016,000 Health Care Facilities Refunding Revenue Bond (St.
Therese Home, Inc. Project), Series 2012A (“Series 2012A Bond”) and that certain
$2,634,000 Health Care Facilities Revenue Bond (St. Therese Homes, Inc. Project)
Series 2012B (“Series 2012B Bond”), the proceeds of which were loaned to St. Therese
Home, Inc., a Minnesota nonprofit corporation (“Borrower”) pursuant to the terms of a
Loan Agreement dated as of October 1, 2003, as amended by a First Amendatory Loan
Agreement dated as of November 1, 2009, and as amended by a Second Amendatory
Loan Agreement dated as of October 1, 2012 (“Loan Agreement”); and
B. The interest rate of the 2012B Bond is adjusted on the 2012B Reset Date,
as defined in the Original Indenture, to an interest rate based on the Two Year LIBOR
Rate, as defined in the Original Indenture; and
C. The Borrower has indicated that the Two Year LIBOR Rate will no longer
be available after June 30, 2023, and has requested that the City and the Trustee,
pursuant to Section 11.04 of the Original Indenture and with the consent of the holder of
the Bonds, amend the Original Indenture to replace the Two Year LIBOR Rate with a
comparable rate.
NOW, THEREFORE, in consideration of the above premises and for other good
and valuable consideration, the receipt of which is hereby acknowledged by each of the
parties hereto, the Loan Agreement is hereby amended as follows:
1. Definitions. All capitalized terms used herein shall have the meaning
ascribed to them in the Original Indenture unless otherwise specifically defined herein.
2. Amendments. The following amendments are made to the definitions
contained in Section 1.01 of the Original Indenture:
(a) The definition of “Two Year LIBOR Rate” in Section 1.01 of the
Original Indenture is hereby deleted in its entirety.
2
(b) The definition of “Series 2012B Index Rate” shall be amended and
replaced in its entirety with the following:
“Series 2012B Index Rate” means (a) for the period from and after
the Completion Reset Date to and until the Series 2012B Reset Date, a per
annum rate, determined as of the Completion Reset Date, equal to 70% of
the Ten Year LIBOR Rate; and (b) for the period from and after the Series
2012B Reset Date to and until the final maturity date for the Series 2012B
Bond, a per annum rate, determined as of the Series 2012B Reset Date,
equal to 70% of the 2 Year Treasury Constant Maturity Rate plus 292 basis
points; provided, however, that in no event shall the Series 2012B Index
Rate be lower than 3.50% per annum.”
(c) The definition of “2 Year Treasury Constant Maturity Rate” is hereby
added to Section1.01 of the Original Indenture to provide as follows:
“2 Year Treasury Constant Maturity Rate” shall mean as of the
determination date an interest rate subject to change from time to time
based on changes in an independent index which is the business day rate
on the U.S. Treasury securities adjusted to a constant maturity of 2 years
as is published in the Federal Reserve Statistical Release and Historical
Data (the “Index”). The Index is not necessarily the lowest rate charged by
the Rate Reset Agent on its loans. If the Index becomes unavailable during
the term of this loan, the Rate Reset Agent may designate a substitute index
after notifying the Borrower, the Issuer and the Trustee. The Index will be
calculated two (2) business days prior to the Series 2012B Reset Date.”
3. Effective Date. The amendment provided for herein shall be effective as of
______________, 2023, except as specifically provided for herein.
4. No Other Amendments. Except as specifically amended herein, all of the
terms, covenants and conditions of the Original Indenture remain in full force and effect.
5. Recitals. The above recitals are true and correct as of the date hereof and
constitute a part of this Amendment.
6. Counterparts. This Amendment may be executed in any number of
counterparts, including electronic, each of which shall be deemed to be an original and
all of which taken together shall constitute one and the same instrument.
3
IN WITNESS WHEREOF, the parties hereto have executed this Amendment of
the date and year first written above.
City of New Hope
By:_____________________________
Its: Mayor
By:_____________________________
Its: City Clerk
4
(signature page to Amendment)
Wells Fargo Bank, National Association
By:_____________________________
Its:___________________________
5
(signature page to Amendment)
Agreed and consented as of the date set forth above.
St. Therese Home, Inc.
By:______________________________
Its:___________________________
6
(signature page to Amendment)
Agreed and consented as of the date set forth above.
Bremer Bank, National Association
By:______________________________
Its:___________________________
1218.432-Amend to Second Supp Indenture
JENNIFER L. HANSON
(612) 492-6959
Fax (612) 340-2643
hanson.jennifer@dorsey.com
March 7, 2023
Ms. Valerie Leone
City Clerk
City of New Hope
4401 Xylon Avenue North
New Hope, MN 55428
Re: Proposed Consent to Amendment of Trust Indenture (St. Therese Homes, Inc.
Project)
Dear Ms. Leone:
The City has been requested to consent to a proposed amendment (the “Amendment”)
to a Trust Indenture dated as of October 1, 2003, as amended by a First Supplemental Trust
Indenture dated as of November 1, 2009, as further amended by that certain Second
Supplemental Trust Indenture dated October 1, 2012 (the “Original Indenture”) pursuant to
which the City issued that certain $4,016,000 Health Care Facilities Refunding Revenue Bond
(St. Therese Home, Inc. Project), Series 2012A (“Series 2012A Bond”) and that certain
$2,634,000 Health Care Facilities Revenue Bond (St. Therese Homes, Inc. Project) Series
2012B (“Series 2012B Bond,” and together with the Series 2012A Bond, the “Bonds”). The
Bonds are held by Bremer Bank, National Association (the “Bank”).
The Bank has proposed that the variable interest rate formula for the Bonds be amended
pursuant to the Amendment due to changes in the availability of LIBOR as a rate-setting
mechanism. The Bank has also requested that our firm deliver an opinion that the Amendment
will not have an adverse effect on the tax-exemption of the Bonds.
Once the City has approved the form of the Amendment and we are prepared to deliver
our opinion, we will contact the City regarding delivery of signatures. We expect our fees to be
paid by the Bank or St. Therese Homes, Inc., as borrower.
Should you need any further information concerning this request or have any questions,
please call me.
Yours Truly,
Jennifer Hanson
JLH/pmh
COUNCIL
REQUEST FOR ACTION
Originating Department Approved for Agenda Agenda Section
Community Development September 24, 2012 Public Hearin
Item No.
By: Curtis Jacobsen, CD Director By: Kirk McDonald, City Manager 7.1
Public Hearing on: Resolution authorizing the issuance and sale of Health Care Facilities Refunding Revenue
Bond (St. Therese Home, Inc. project), Series 2012a, and Health Care Facilities Revenue Bond (St. Therese
Home, Inc. Project), Series 2012b, and authorizing execution and delivery of documents.
Requested Action
Staff is requesting the Council conduct a public hearing to consider the attached resolution prepared by Dorsey
Whitney LLP, city bond counsel, authorizing the issuance of refunding revenue bonds in a principal amount
not to exceed $4,275,000 and additional revenue bonds in an amount not to exceed $2,375,000. Representatives of
St. Therese and Dick Helde, from Dorsey & Whitney, will be in attendance.
Policy/Past Practice
The city pursues and supports maintenance and redevelopment of commercial and residential properties
within the city. In the past, the Council has scheduled public hearings and approved resolutions to address
and support the issuance of revenue bonds.
Background
In 2003, St. Therese Nursing Home, at 8000 Bass Lake Road, requested the city assist in permanent financing
and issue revenue bonds for a remodeling and expansion project in the amount of $6,50,000. The city
approved the request under Minnesota Statues, Chapter 462C. The city also issued $3,460,000 in revenue
bonds on behalf of St. Therese in 2009.
The city is authorized to plan, administer, issue and sell revenue bonds or obligations to make or purchase
loans to finance one or more multifamily housing developments within its boundaries, which revenue bonds
or obligations shall be payable solely from the revenues of the development.
Staff recently met with representatives from St. Therese regarding the current request and they have
MOTION BY (, SECOND BY
TO: JA .. J
I: \RFA \COMM DEV \Public Hearings \Q & R -Public Hearing Bond Sale 9- 24- 2012.doc
Request for Action
September 24, 2012
Page 2 of 3
submitted a completed application and the $500 application fee. St. Therese Care Center is a skilled nursing
facility with 302 beds, and St. Therese Apartments is a 220 -unit senior rental facility. The proceeds of the
bonds will be utilized to refinance a portion of the outstanding debt and to maintain and enhance the quality
of life for residents of the care center and tenants in the residence and modernize the facilities.
St. Therese is a Minnesota nonprofit corporation and the care center is exempt from real estate taxes. The
residence pays approximately $259,000 in real estate taxes annually, including approximately $83,000 to the
city. St. Therese employs approximately 673 persons.
The debt service on the bonds will be payable solely from payments to be made by St. Therese and will be
secured by a mortgage on its facilities in New Hope. The city will not have any liability with respect to the
bonds. St. Therese will pay all city expenses with respect to the bonds in accordance with the city's
requirements for issuance of revenue bonds. No special administrative work by the city is anticipated in
connection with the project. All costs incurred by the city in connection with the proposed financing of the
project, including all legal costs, will be paid by St. Therese. The bond request is for $6,650,000. St. Therese
will pay the city a fee of 1h of 1% of the principal amount of the bonds, or approximately $33,250.
Section 147(f) of the Internal Revenue Code of 1986, as amended, requires that prior to issuance of the
refunding bonds, the Council must hold a public hearing on the matter. A resolution scheduling a public
hearing for tonight September 24, 2012, at 7 p.m. at city hall was approved by the City Council on August 27,
2012.
Staff recommends conducting the public hearing and after the conclusion of the hearing and council
discussion approving the resolution authorizing the issuance and sale of Health Care Facilities Revenue
Bonds for St. Therese Home, Inc.
Attachments
Resolution
Letter - Dorsey & Whitney, LLP
Public Hearing Notice
St. Therese Application
Draft Second Amendatory Loan Agreement
Draft Second Amendatory Combination Mortgage
Draft Second Supplemental Trust Indenture
I:\RFA\COMM DEV\2023\City Council\03‐13‐23 Rental Revocation 3959 Oregon Ave\Q ‐3959 Oregon Ave Rental License Revocation 03‐13‐23.docx
Request for Action
March 13, 2023
Approved by: Tim Hoyt, Acting City Manager
Originating Department: Community Development
By: Jeff Sargent, Director
Agenda Title
Civil hearing regarding revoking rental property registration permit for 3959 Oregon Avenue, relating to three
disorderly behavior violations
Requested Action
The City Council is requested to hold a hearing and discuss possible corrective actions relating to the rental
property at 3959 Oregon Avenue (“Property”). The Property’s tenants have been cited three times for
disorderly behavior violations starting on September 2, 2022. The property owner has been notified of these
disorderly behavior violations. Since there have been three disorderly behavior slips issued within a 12 month
period, the matter has been referred to the Council for a hearing where they shall decide to take any of the
following actions against the property owner relating to the rental property registration permit for the
Property: (1) impose a fine; (2) revoke the permit; (3) suspend the permit for a specific period of time; or (4)
take no action. At this time, staff is recommending permanently revoking the rental registration license due
to inadequate management of the property and its tenants.
Policy/Past Practice
The Disorderly Behavior at Registered Rental Dwelling Units ordinance was adopted in 2006 to “assure that
rental housing in the city is decent, safe and sanitary and is so operated and maintained as not to become a
nuisance to the neighborhood or to become an influence that fosters blight and deterioration or creates a
disincentive to reinvestment in the community.” Upon the issuance of a third disorderly behavior slip, the
City Council has the discretion to take corrective action against the property owner.
Hearing Process
As outlined in the ordinance, the property owner is given the opportunity to be heard at a public meeting.
The property owner may be represented by counsel and the city official may be represented by the city
attorney. The Council shall hear all relevant evidence and arguments and shall review all testimony,
documents, and other evidence submitted. Following the hearing, the Council shall make findings based on
the evidence and shall make a decision on the recommendation to fine, revoke, suspend, deny, or not renew
a registration permit based on the findings.
Whatever action the Council determines it will make shall be based on a “fair preponderance of the evidence”
and shall include findings to support its decision. The Council shall make findings based on the evidence and
shall make a decision on the recommendation to: (1) impose a fine; (2) revoke permit; (3) suspend permit; (4)
take no action based on the findings. The Council shall issue a written decision regarding the recommendation
of the Building Official within 30 days following the date of the hearing and shall notify the property owner
of the decision by first class mail with a duplicate copy to the building official.
Background
The property located at 3959 Oregon Avenue is a rental property owned by Richard M. Swenson. On January
13, 2023, the property was issued a third disorderly behavior slip, prompting a hearing by the City Council to
Agenda Section
Public Hearing
Item Number
7.1
Request for Action, Page 2
determine what type of corrective action should be taken. City staff recommends that the City Council revoke
the rental registration license and to disallow the same entity from reapplying for a rental license at this
address for a period of three years.
The City Code at Section 3‐31(i)(5) states that if a third instance of disorderly behavior occurs at a rental
dwelling unit within 12 months after the first of two previous notices of disorderly behavior at the same unit,
the rental dwelling unit registration permit may be revoked, suspended or not renewed by the city council
upon the recommendation of the building official. Section 3‐31(i)(2) defines disorderly behavior as behavior
including, but not limited to:
1. Drug‐related illegal activity in the rental dwelling unit
2. Acts of violence or threats of violence including but not limited to discharge of firearms, prostitution,
intimidation, or any other act that otherwise jeopardized the health, safety or welfare of the owner, his
agents or tenants
3. Violation of Minn. Stat. § 609.72, pertaining to Disorderly Conduct
4. Violation of Minn. Stat. § 609.74 and 609.745, pertaining to Public Nuisance
5. Violation of Minn. Stat. § 609.66, subd. 1(a), 609.67 or 624.713, pertaining to the Unlawful use or
possession of a firearm or weapon
6. Violation of Minn. Stat. § 609.50, pertaining to Obstructing Legal Process
7. Violation of Minn. Stat. 340A.503, subd. 2(1) and subd. 3; 304A.201, subd. 1(4); 340A.702(1) and (2);
New Hope Code section 10‐10 or 10‐40, pertaining to the Unlawful sale of intoxicating liquor or 3.2
malt liquor
8. Violation of New Hope Code section 9‐42, pertaining to the Regulation and abatement of prohibited
noise.
On September 2, 2022, the Police Department responded to the property for a possible overdose. Upon arrival,
officers assisted with lifesaving efforts. The individual was pronounced deceased after all efforts were
exhausted. It was disclosed by another tenant that the deceased was known to use meth and heroin. Drug
paraphernalia, including a hypodermic needle and a cut blue straw, were entered into evidence. A disorderly
behavior slip was issued for Drug Activity/Paraphernalia (MSS 152) and a letter was sent to the property
owner per code section 3‐31(i)(3).
On January 10, 2023, the Police Department responded to the property for a possible overdose. Upon arrival,
officers assisted on scene and the party was transported to the hospital. At the time, the reporting party was
unsure what narcotic the individual overdosed on. It was later determined that the individual overdosed on
Fentanyl and that three Narcan doses were given to counteract the narcotic. A disorderly behavior slip was
issued for Drug Activity/Paraphernalia (MSS 152) and a letter was sent to the property owner per code section
3‐31(i)(4).
On January 13, 2023, the Police Department responded to the property for a possible overdose. Upon arrival,
officers assisted on scene and the party was transported to the hospital. The individual admitted to using meth
and the officers located multiple syringes, tinfoil, and a bowl containing a white crystal‐like substance
resembling methamphetamine. The bowl containing the suspected methamphetamine and a pill bottle were
taken into evidence. A disorderly behavior slip was issued for Drug Activity/Paraphernalia (MSS 152) and a
letter notifying the property owner of the third disorderly behavior incident and the hearing was sent per
code section 3‐31(i)(5).
Request for Action, Page 3
On January 16, 2023, the Police Department initiated a traffic stop in the driveway of the property related to a
vehicle having no plates. The vehicle in question previously had a stolen license plate on it, but no license
plate at the time of the stop. After investigating the passengers, it was determined that one had outstanding
felony warrants. The occupant ran out of the vehicle and into the house even though she was told to stay in
the vehicle. Several officers entered the house to attempt to put the individual into custody. During the search
of the house, officers observed drug paraphernalia in the basement in plain view. A disorderly behavior slip
was issued for Drug Activity/Paraphernalia (MSS 152) and Obstructing the Legal Process (MSS 609.50) and a
letter notifying the property owner of a fourth disorderly behavior incident per code section 3‐31(i)(5).
It should be noted that the owner of the property wrote the city a letter, dated 1/24/13, explaining his situation
with the tenants at 3959 Oregon Avenue. The owner wrote a second letter, dated 2/1/23, acknowledging the
disorderly behavior violations and stating that he has had a difficult time with the eviction process. Both
letters are attached for review.
Recommendation
Due to the number of historical complaints generated by the property at 3959 Oregon Avenue, and because a
third disorderly behavior slip was issued within a 12‐month period, staff recommends that the rental
registration permit be revoked. It is staff’s opinion that the property owner is not managing the property in a
safe manner, and for this reason, staff also recommends that a new rental registration permit should not be
issued to the same property owner, or any entity of the property owner, for a period of three (3) years.
After a formal decision by the Council is made, staff will prepare a resolution for consideration of approval at
the March 27 City Council Meeting.
Attachments
Draft Resolution
Jensen, Sondrall, Persellin & Woods Memo
Section 3‐31 of the City Code related to Rental Registration Permits
Exhibits A‐O, Evidence Related to the Potential Revocation
Call Log for 3959 Oregon Avenue
Letter from Richard Swenson dated 1/25/23
Letter from Richard Swenson dated 2/1/23
RESOLUTION NO. 23-___
RESOLUTION ESTABLISHING FINDINGS OF FACT AND
CONCLUSIONS OF LAW RELATING TO REVOCATION OF RENTAL PROPERTY
REGISTRATION PERMIT FOR RICHARD SWENSON FOR HAVING A THIRD
INSTANCE OF DISORDERLY BEHAVIOR AT THE PROPERTY LOCATED AT
3959 OREGEON AVENUE NORTH
BE IT RESOLVED by the City Council of the City of New Hope as follows:
RECITALS AND FINDINGS OF FACT
WHEREAS, a public hearing was held before the New Hope City Council on March 13,
2023, to consider revocation of property registration permit against Richard Swenson (“Owner”)
for violations of New Hope City Code §3-31 relating to a third instance of disorderly behavior
within a 12 month period at the real property located at 3959 Boone Avenue North, New Hope,
Minnesota (“Property”) with a property tax identification number of 17-118-21-31-0004;
WHEREAS, Richard Swenson owns the Property and operates it as a rental property;
WHEREAS, it is the purpose of City Code §3-31 to assure that rental housing in the city
is decent, safe and sanitary and is so operated and maintained as not to become a nuisance to the
neighborhood or to become an influence that fosters blight and deterioration or creates a
disincentive to reinvestment in the community (§3-31(b));
WHEREAS, the operation of rental dwelling units is a business enterprise that entails
certain responsibilities. Operators are responsible to take such reasonable steps as are necessary
to assure that the citizens of the city who occupy such units may pursue the quiet enjoyment of the
normal activities of life in surroundings that are: safe, secure and sanitary; free from crimes and
criminal activity, nuisances or annoyances (§3-31(b));
WHEREAS, §3-31(i)(1) provides that it is the Owner’s responsibility to assure that the
tenants, the tenants’ family members and the guests of any tenant or tenants’ family member not
engage in disorderly behavior in the rental dwelling unit;
WHEREAS, pursuant to City Code §3-31(i)(5), the City Council has the authority to
revoke, suspend or not renew the rental registration permit if a third instance of disorderly behavior
occurs at a rental dwelling unit within 12 months after the first of two previous notices of disorderly
behavior at the same unit;
WHEREAS, it is the responsibility of the Owner to assure that tenants not engage in
disorderly behavior in the rental dwelling unit as stated in City Code §3-31 (i)(1);
WHEREAS, pursuant to City Code §3-31(i)(2), “Disorderly behavior” at registered rental
dwelling units includes (1) drug-related illegal activity in the rental dwelling unit; (2) acts of
2
violence or threats of violence; (3) violation of Minn. Stat. § 609.72 (Disorderly Conduct); (4)
violation of Minn. Stat. §§609.74 and 609.745 (Public nuisance); (5) violation of Minn. Stat.
§609.50 (Obstructing legal process); and (6) violation of New Hope Code section 9-42 (Regulation
and abatement of prohibited noise) relating to the rental unit;
WHEREAS, on September 2, 2022, the New Hope Police Department issued an incident
report and the first disorderly behavior slip to a tenant at the Property named Theresa Putnam at
the Property for Disorderly Conduct per City Code Section 3-31 (i)(2)(a) relating to drug
related/illegal activity in the rental dwelling unit;
WHEREAS, the September 2, 2022 incident involved an illegal drug overdose and
resulting death at the Property and drug-related illegal activity;
WHEREAS, on September 13, 2022, a notice was sent to the tenant Theresa Putnam and
Owner per City Code Section 3-31 (i)(3) relating to the incident that occurred on September 2,
2022;
WHEREAS, on January 13, 2023, the New Hope Police Department issued an incident
report and the second disorderly behavior slip to two separate tenants at the Property named Gary
Granger and Remah Clara Abbas Harb for Disorderly Conduct per City Code §3-31 (i)(2)(a)
relating to drug related/illegal activity in the rental dwelling unit;
WHEREAS, the January 13, 2023 incident involved a possible drug overdose and drug
related illegal activity;
WHEREAS, on February 9, 2023, a notice was sent to residents Gary Granger and Remah
Clara Abbas Harb and the Owner per City Code §3-31 (i)(4);
WHEREAS, on January 16, 2023, the New Hope Police Department issued an incident
report and the third and fourth disorderly behavior slip to a tenant at the Property named Theresa
Putnam and guest Jalyn Marie Pearson for Disorderly Conduct per City Code §3-31 (i)(2)(a) and
(f) relating to drug related/illegal activity in the rental dwelling unit and Minn.Stat.§609.50
obstructing legal process;
WHEREAS, the January 16, 2023 incident involved a traffic stop of a vehicle in the
driveway of the Property which resulted in driver being arrested on several outstanding warrants,
an attempt to flee into the Property, obstruction of legal process by occupants in the Property and
illegal drug activity;
WHEREAS, a notice was sent to the tenant at the Property named Theresa Putnam and
Owner per City Code Section 3-31 (i)(5);
WHEREAS, in addition to the three incidents of disorderly behavior that were noticed to
the tenants and Owners, there were approximately 103 other calls for service relating to the
Property between the dates of January 1, 2020 and February 1, 2023. These calls include issuance
of arrest warrants for criminal activities, noise disturbances, suspicious and stolen vehicles,
3
narcotics, assault, fraud, among other allegations. Copies of all of these incident reports were
introduced as evidence at the hearing and further demonstrate the failure of Owner to operate and
maintain the Property and prevent the tenants and guests of tenants from engaging in disorderly
behavior at the Property;
WHEREAS, on March 13, 2023 a public hearing was held before the City Council
regarding Owner’s violation of the rental registration permit requirements set out in City Code §3-
31 as referenced above;
WHEREAS, at the March 13, 2023 public hearing the City Council determined Owner
had in fact violated City Code §3-31(i) by allowing a tenant of the Property engage in three or
more acts disorderly behavior at the Property within a 12-month period; and
WHEREAS, at the conclusion of the public hearing the City Council revoked the rental
registration permit for the real property located at 3959 Oregon Avenue North, New Hope,
Minnesota with a property tax identification number of 17-118-21-31-0004.
FINDINGS OF FACT
WHEREAS, based on the testimony of Officer Jared Gray, Officer Pete Stanley, Office
Benjamin Rouse, Officer Britni Austin, Officer Daniel Fitzmaurice, Officer Chris Swaja, Officer
Michael TenEyck, Officer Jared Kuyper, Officer Rajanee Michael, Officer Sabrina DeMars,
Officer Connor Mueller, Director of Community Development, Jeff Sargent, and Richard
Swenson, the New Hope City Council hereby makes the following findings of fact:
1. Richard Swenson owns the real property located at 3959 Oregon Avenue North, New
Hope, Minnesota.
2. Owner is currently renting the Property to tenants and/or has failed to remove
individuals from residing at the Property who did not have permission to reside at the
Property.
3. Owner obtained a rental registration permit with the City on June 1, 2006, with the
current rental registration permit effective through June 30, 2023 as shown on the
attached Exhibit A.
4. Multiple tenants/occupants of the Property have engaged in three or more disorderly
behavior acts within a 12-month period with New Hope Police being called to the
Property on at least 3 separate occasions. See Exhibits B, C, F, G, J and K.
5. The Chief of Police and Building Official notified tenant and occupants of the Property
of each of the 3 separate incidents of disorderly behavior by first class mail pursuant to
City Code §3-31. See Exhibits D, H and L.
4
6. The Chief of Police and Building Official notified Owner of the Property of each of the
3 separate incidents of disorderly behavior by first class mail pursuant to City Code §3-
31. See Exhibits E, I, M and N.
7. Owner failed to assure that the tenants not engage in disorderly behavior in the rental
dwelling unit as required by City Code §3-31(i)(1)-(9).
8. Owner was provided with at least a 20-day notice of the public hearing on March 13,
2023, and had the opportunity to be heard to contest the proposed revocation of the
rental registration permit. See Exhibit N.
9. Owner Richard Swenson did attend the public hearing.
10. The defenses and/or explanations of Richard Swenson were not persuasive and did not
effectively disprove the actual incidents of disorderly behavior.
CONCLUSIONS OF LAW
WHEREAS, based on the testimony of Officer Jared Gray, Officer Pete Stanley, Office
Benjamin Rouse, Officer Britni Austin, Officer Daniel Fitzmaurice, Officer Chris Swaja, Officer
Michael TenEyck, Officer Jared Kuyper, Officer Rajanee Michael, Officer Sabrina DeMars,
Officer Connor Mueller, Director of Community Development, Jeff Sargent, Building Official
Eric Hanson and Richard Swenson, and the New Hope City Council hereby makes the following
conclusions of law:
1. That Owner of the real property located at 3959 Oregon Avenue North, has violated
City Code §§3-31(i) by allowing tenants of the property and/or tenant’s guests to
engage in three or more acts of disorderly behavior at the Property within a 12-month
period.
2. That City Code §3-31(i)(5) provides for the City Council’s ability to revoke, suspend
or not renew the rental property registration permit for the Property after the occurrence
of a third disorderly behavior act at the Property within a 12-month period.
3. The arguments presented by Richard Swenson did not refute the fact he had violated
§3-31 by allowing at least 3 disorderly behavior incidents to occur at the Property.
ORDER
1. Based on the Findings of Fact and Conclusions of Law as set out in this Resolution
and Exhibits A-O, this Council hereby revokes the rental registration permit for
Richard Swenson, as Owner of the Property at 3959 Oregon Avenue North in the
city of New Hope pursuant to New Hope City Code §3-31(i)(5) and 3-31 (j)(5) with
the following terms:
a. The tenants of the Property must vacate it within 60 days of this resolution
5
b. If the Owner fails to remove the tenants within 60 days of this resolution,
then the City may commence legal action seeking injunctive relief requiring
him to do so.
c. Richard Swenson may not re-apply for another rental registration permit for
3959 Oregon Ave. N. for at least 3 years.
d. Richard Swenson may not have an ownership interest in any other entity
that attempts to apply for another rental registration permit for 3959 Oregon
Ave. N. or any other property in the City of New Hope for at least 3 years.
2. This order shall take effect immediately.
Dated: March 27, 2023
____________________________________
Kathi Hemken, Mayor
Attest: ________________________________
Valerie Leone, City Clerk
P:\Attorney\SAS\1 Client Files\2 City of New Hope\99-54022 - Rental Registration Permit Revocation - 3959 Oregon Ave N\Resolution revoking
rental license 3959 Oregon Ave N.docx
M E M O R A N D U M
Date: March 8, 2023
To: Tim Hoyt, Police Chief and Acting City Manager; Jeff Sargent, Community
Development Director and City Council
From: Stacy Woods, City Attorney
Re: Hearing on Revocation of Rental Registration Permit Held by Richard Swenson for
3959 Oregon Avenue North
This matter is scheduled for the March 13, 2023 Council Agenda under Public Hearings for a
hearing to potentially revoke the rental registration permit for 3959 Oregon Avenue North, New
Hope (“Property”). The basis for this potential revocation is there were at least 3 instances of
disorderly behavior at the same property involving a tenant at the same rental dwelling unit within
a 12 month period. This Memorandum summarizes the hearing process.
The hearing is pursuant to Section 3-31(i)(j)(4). Per City Code Section 3‐31 (j), the City Council
may revoke a rental registration permit if proper findings are made. It is staff’s opinion that the
property owner/permit holder – Richard Swenson meets the criteria needed for the City Council
to revoke the rental license.
The hearing will basically be an informal trial. The evidence will be presented by individuals who
testify as to their knowledge of the facts. Both sides will get to present their case. The City Council
shall hear all relevant evidence and arguments and shall review all testimony, documents, and
other evidence submitted. After hearing all of the testimony, the City Council will make a decision
as to whether the rental registration permit should be revoked, suspended, a fine imposed, or
whether no action should be taken. It’s possible that a settlement could be reached if permit holder
presents an agreeable resolution of the issues occurring at the property that is agreeable to the City
Council.
The City Attorney will draft the written decision that will list the findings made by the City
Council. This written decision will be issued within 30 days following the date of the hearing and
will be mailed to permit holder.
Community Development Director Jeff Sargent and City Attorney Stacy Woods will present the
facts. Stacy Woods will be asking the questions and the testimony will be from anyone who has
direct knowledge of these 3 incidents. The Community Development Director and police officers
who are expected to testify are listed below next to the respective citations. The Officers will be
asked questions so as to establish the case for revocation of the permit. Specific questions will be
asked to outline the 3 separate citations. The citations and letters to the owner/permit holder will
be presented as exhibits. While the focus of the evidence will be on the 3 separate citations,
evidence will also be presented of the many (approximately 103) calls for service made to the
Police regarding this property from January 1, 2020 through February 1, 2023. These calls include
issuance of arrest warrants for criminal activities, noise disturbances, suspicious and stolen
vehicles, narcotics, assault and fraud, among other allegations. Copies of all of these incident
reports were introduced as evidence at the hearing and further demonstrate the failure of Owner to
operate and maintain the Property and prevent the tenants and guests of tenants from engaging in
disorderly behavior at the Property.
The City Council is acting in a fact-finding manner. They should listen to the entire case first and
then ask any questions they may have for the permit holder. The questions should be asked in an
orderly fashion with no one interrupting anyone else. Everyone should act with respect and refrain
from arguing. This is similar to how a judge would behave. Civility and decorum must be
maintained by all parties.
The owner or owner’s agent may present any defenses he has.
At the meeting it is anticipated that some the following people will need to be present to testify:
Officer Jared Gray, Officer Pete Stanley, Office Benjamin Rouse, Officer Britni Austin, Officer
Daniel Fitzmaurice, Officer Chris Swaja, Officer Michael TenEyck, Officer Jared Kuyper, Officer
Rajanee Michael, Officer Sabrina DeMars, Officer Connor Mueller, Director of Community
Development, Jeff Sargent, and Richard Swenson,
I. First Instance of Disorderly Behavior
ICR# 22015509 for incident occurring on 9-2-22 - Disorderly behavior by tenant Theresa Putnam
at the Property for Disorderly Conduct per City Code Section 3-31 (i)(2)(a) relating to drug
related/illegal activity in the rental dwelling unit.
Disorderly Behavior Notice – Drug Activity/Paraphernalia – Sec. 3-31(i)(2)(a)
Primary police officer: Officer Jared Gray
Other police officers present: Officer Pete Stanley, Office Benjamin Rouse
Written notice mailed to Owner and tenant on 9-13-22
II. Second Instance of Disorderly Behavior
ICR# 23000864 – 1-13-23 – Disorderly behavior involving occupants of Property, Remah Harb
and Gary Granger.
Disorderly Behavior Notice – Drug Activity/Paraphernalia – Sec. 3-31(i)(2)(a)
Primary police officer: Jared Gray
Other police officers present: Pete Stanley and Britni Austin
Written notice mailed to Owner and Remah Harb and Gary Granger on January 17, 2023.
III. Third Instance of Disorderly Behavior
ICR# - 23001080 – 1-16-23 – Traffic stop in driveway and arrest, drug activity
Disorderly Behavior Notice – Drug Activity/Paraphernalia – Sec. 3-31(i)(2)(a)
Obstruct Legal Process-Interfere with Peace Officer – 609.50.1(2) – Sec. 3-31(i)(2)(f)
Primary police officer: Daniel Fitzmaurice
Other police officer present: Chris Swaja, Michael TenEyck, Jared Kuyper, Rajanee Michael,
Sabrina DeMars, Connor Mueller
Written notice mailed to Owner and tenant Theresa Putnam on January 17, 2023 and then again
on Owner on February 9, 2023.
Findings/Decision To Be Presented at City Council Meeting on March 27, 2023
If the Council approves the revocation, staff requests the Council to direct staff to draft a resolution
that includes the necessary findings to revoke the rental license, to be presented to the City Council
at the March 27, 2023 City Council meeting.
If the City Council decides the findings support revoking the rental registration permit, various
terms may be included in the decision including:
1. All tenants and occupants at the Property must vacate it within a reasonable period of
time (45-60 days).
2. If the permit holder fails to remove the tenants and occupants within the required
timeframe, then the City may commence legal action seeking injunctive relief requiring
him to do so.
3. The permit holder may not re-apply for another rental registration permit for 3959
Oregon Ave. N. or any other property in the City of New Hope for at least 3 years.
4. Richard Swenson may not have an ownership interest in any other entity that attempts
to apply for another rental registration permit for 3959 Oregon Ave. N. or any other
property in the City of New Hope for at least 3 years.
P:\Attorney\SAS\1 Client Files\2 City of New Hope\99-54022 - Rental Registration Permit Revocation - 3959 Oregon Ave N\Memo regarding
revocation hearing on 3-13-23.docx
Created: 2022‐06‐23 09:17:15 [EST]
(Supp. No. 58)
Page 1 of 8
Sec. 3‐31. Rental property registration permit.
(a) Preamble. The city believes that providing for public health, safety and welfare to its citizens mandates the
existence of a rental dwelling unit registration permit and maintenance program that corrects substandard
conditions and maintains a standard for rental dwelling units.
(b) Purpose. It is the purpose of this section to assure that rental housing in the city is decent, safe and sanitary
and is so operated and maintained as not to become a nuisance to the neighborhood or to become an
influence that fosters blight and deterioration or creates a disincentive to reinvestment in the community.
The operation of rental dwelling units is a business enterprise that entails certain responsibilities. Operators
are responsible to take such reasonable steps as are necessary to assure that the citizens of the city who
occupy such units may pursue the quiet enjoyment of the normal activities of life in surroundings that are:
safe, secure and sanitary; free from crimes and criminal activity, nuisances or annoyances.
(c) Scope. This section applies to all dwelling units that are leased in whole or in part as a rental dwelling unit
including single‐family and two‐family housing. It also includes accessory structures such as garages and
storage buildings and appurtenances such as sidewalks and retaining walls, which are on the property. This
section does not apply to hotels or motels within the city.
(d) Definitions.
Apartment building means any building or portion thereof that contains three or more dwelling units,
sleeping rooms, or a combination thereof but not including condominiums or town homes.
Building official means the building official for the City of New Hope or his/her duly authorized
representative(s).
City means the City of New Hope.
City council means the City Council of the City of New Hope.
Condominium means a single‐dwelling unit in a multi‐dwelling unit building that is separately owned and
may be combined with an undivided interest in the common areas and facilities of the property. Each individual
owner may sell or encumber his/her own unit.
Denial means, as used in this Code, the refusal to grant a license to a new or renewing applicant by the city.
Dwelling unit means any building or portion thereof that contains living facilities, including provisions for
sleeping, eating, cooking and sanitation, for not more than one family.
Dwelling, single‐family, means a building or portion thereof containing one dwelling unit. For purposes of
this section, a single‐family dwelling unit includes a free standing single‐family residence, a single dwelling in a
cooperative, an individual condominium or townhouse, a single dwelling unit in a nonresidential structure or a
dwelling unit offered for rent in a duplex in which the owner occupies the other dwelling unit.
Dwelling, two‐family, means a building or portion thereof containing two dwelling units.
Efficiency dwelling unit means a dwelling unit containing only one habitable room plus private bathroom
facilities within the unit.
Lease means an oral or written agreement between a dwelling unit owner and a tenant for temporary use of
a rental dwelling unit, usually in exchange for payment of rent.
Rent means the consideration paid by a tenant to the owner of a rental dwelling unit for temporary and
exclusive use of the rental dwelling unit by the tenant. The consideration is not limited to cash.
Rental dwelling unit means a dwelling unit or sleeping room occupied and leased by a tenant.
Created: 2022‐06‐23 09:17:15 [EST]
(Supp. No. 58)
Page 2 of 8
Rental registration permit means the formal approval of an activity specified on the rental registration
certificate issued by the city.
Revoke means to take back a license issued by the city.
Sleeping room means any room or rooms used or intended to be used by a tenant for sleeping purposes with
or without meals and not licensed by the Minnesota Department of Health.
Suspend means to make a license temporarily inoperative.
Tenant means any adult person granted temporary use of a rental dwelling unit or sleeping room pursuant to
a lease with the owner of the rental dwelling unit.
Townhouse means a single‐family dwelling constructed in a group of dwellings attached to each other and
where each dwelling unit extends from the foundation to the roof and is separated from other dwelling units by
property lines.
(e) Registration permit.
(1) Required. No person shall operate, let or cause to be let a rental dwelling unit which has not been
properly registered by the city in the manner required by this Code. A registration permit must be
obtained for each separate dwelling unit that is not owner‐occupied. This includes all dwelling units
which are occupied by a relative of the owner. Properties renting individual rooms/levels within the
same dwelling unit shall require only a single permit upon receipt of the properly executed initial
application for a rental registration permit. The building official may cause an inspection to be made of
the rental dwelling unit(s) to determine whether it is in compliance with this section, other sections of
this Code or the laws of the State of Minnesota. Every rental dwelling unit may be reinspected on a
regular basis as determined by the city after a renewal application is filed to determine if it still
conforms to all applicable codes and laws.
(2) Application filed. A registration application shall be submitted to the building official on forms
furnished by the city and must contain the following information:
a. Name, address, and telephone number of the owner of the rental dwelling unit(s). This is the
address to which the city will send all future correspondence. Owner shall indicate if the owner is
a corporation, partnership or sole proprietorship.
b. Name, and address, and telephone number of any owner's agent responsible for the
management of the premises rental dwelling unit(s).
c. Legal address of the premises of the rental dwelling unit(s).
d. Number and type of dwelling units (one bedroom, two bedrooms, etc.).
(3) Changes in ownership and amended permits. A registration permit is not assignable. Any changes
occurring in the ownership of a rental dwelling unit(s) require a new registration permit. The new
owner must obtain a new registration permit within 30 days of acquiring the property. The fee paid for
the new registration permit shall be 25 percent of the fee required for an initial registration permit. If
any changes occur in any information required on the registration application, the owner must submit
an amended registration application to the city within 30 days of the change. If any rental dwelling
units are added to a current registration permit, the additional rental dwelling units must be registered
by amendment of the current registration permit and must be accompanied by the fee required for the
additional units.
(4) Annual registration. All rental dwelling units shall be registered before being let, in whole or in part.
Registrations will expire annually at midnight on June 30 for single‐ and two‐family rental dwellings and
on December 31 for apartment buildings with three or more dwelling units. The registration permit for
each building containing one‐ or two‐family rental dwelling units must be renewed annually on or
Created: 2022‐06‐23 09:17:15 [EST]
(Supp. No. 58)
Page 3 of 8
before June 1 and apartment buildings containing three or more rental dwelling units must be renewed
on or before December 1. Rental dwelling units must be registered as a sleeping room, a single‐family
dwelling, a two‐family dwelling, or an apartment building. Any unregistered rental dwelling units are
subject to penalties.
(5) Registration fee. The registration fees required by this section are set forth in the city's fee schedule.
The fee must accompany the registration application. The registration fee is doubled when an
application is received more than 30 days after it was due.
Exception: Rental dwelling units owned or under the control of the city must be registered but are
exempt from paying registration fees.
(6) Record retention. The registration application and all other documents pertinent to a rental dwelling
unit shall be kept on file in the office of the building official. A copy shall be furnished to the owner or
other authorized person upon request.
(7) Point‐of‐conversion inspection. Whenever a dwelling unit is converted to rental usage, the dwelling
unit shall be promptly inspected for compliance with the minimum standards set forth in section 3‐30
of this Code. The fee for the "point‐of‐conversion" inspection required by the conversion of a dwelling
unit to rental usage is set out in the city's fee schedule. Two hundred fifty dollars of the conversion fee
shall be waived or reimbursed to the property owner if the owner or the owner's property manager
completes the Minnesota Multi‐Housing Association's rental housing orientation program called "The
Fundamentals of Rental Property Management in Minnesota" or an equivalent city approved program.
To obtain the $250.00 fee waiver or reimbursement, the property owner or owner's agent must
provide proof of attendance to a housing orientation program within the previous six months or
subsequent six months of the property's conversion to rental and there have been no reports of
disorderly behavior per subsection (i) of this section against any properties owned by the same
property owner in the city within the previous 12 months of the waiver or reimbursement. An
additional $250.00 of the conversion fee will be reimbursed to the property owner if no reports of
disorderly behavior per subsection (i) of this section are made against any properties owned by the
property owner in the city within 18 months after the conversion to rental for the property against
which the rental conversion fee was paid.
(f) Issuance of permit. The city shall issue a registration permit if the rental dwelling unit(s) and the application
are found to be in compliance with the provisions of this section subject to subsection (i) of this section and
any required registration fees are paid. A registration permit will be issued for each residential dwelling unit
except, two or more residential dwelling units located within a single building and having a common owner
and a common property identification number shall be issued a single registration permit. Rental
registrations shall be conspicuously posted in all rental properties sharing a common entrance used by two
or more rental dwelling units and the property owner or agent for the owner must be able to present the
registration permit if asked to do so.
(g) Authority. The city manager or the manager's authorized designees shall be responsible for enforcement and
administration of this Code. Authority to take any action authorized under this section may be delegated to
the city manager's authorized designee.
(h) Inspection. The building official may set up a schedule of periodic inspections to insure compliance with this
section. The building official shall provide reasonable notice to the owner or the owner's agent as to the date
and time of the inspection. Each occupant of a rental dwelling unit shall give the owner or the owner's agent
access to any part of such rental dwelling unit at reasonable times for the purpose of effecting inspection,
maintenance, repairs or alterations as are necessary to comply with the provisions of this Code. If any owner,
owner's agent or tenant of a rental dwelling unit fails or refuses to permit entry to the rental dwelling unit
under their control for an inspection pursuant to this section, the building official may seek a court order
authorizing such inspection.
Created: 2022‐06‐23 09:17:15 [EST]
(Supp. No. 58)
Page 4 of 8
(i) Disorderly behavior at registered rental dwelling units.
(1) Responsibility. It shall be the owner's responsibility to assure that the tenants, the tenants' family
members and the guests of any tenant or tenant's family member not engage in disorderly behavior in
the rental dwelling unit. For the purposes of this section, rental dwelling unit shall include common
areas in the building where the rental dwelling unit is located.
(2) Disorderly behavior. For the purposes of this section, disorderly behavior may include but is not limited
to the following:
a. Drug‐related illegal activity in the rental dwelling unit. "Drug‐related illegal activity" means the
illegal possession, manufacture, sale, distribution, purchase, use, or possession with intent to
manufacture, sell, or distribute a controlled substance (as defined in the Controlled Substance
Act [U.S.C. 802]) or possession of drug paraphernalia (as defined in Minn. Stat. § 152.092). A
tenant shall be deemed to be in possession of a controlled substance if any amount is located in
the tenant's rental dwelling unit even if the tenant claims not to know the controlled substance
was present unless the tenant provides a sworn statement by a person, other than another
tenant or tenant's family member, that the controlled substance was theirs and the tenant had
no knowledge of the controlled substance.
b. Acts of violence or threats of violence including but not limited to discharge of firearms,
prostitution, intimidation, or any other act that otherwise jeopardizes the health, safety or
welfare of the owner, his agents or tenants.
c. Violation of Minn. Stat. § 609.72 (Disorderly Conduct).
d. Violation of Minn. Stat. §§ 609.74 and 609.745 (Public Nuisance).
e. Violation of Minn. Stat. § 609.66, subd. 1(a), 609.67 or 624.713 (Unlawful use or possession of a
firearm or weapon).
f. Violation of Minn. Stat. § 609.50 (Obstructing Legal Process).
g. Violation of Minn. Stat. §§ 340A.503, subd. 2(1) and subd. 3; 340A.201, subd. 1(4); 340A.702(1)
and (2); New Hope Code section 10‐10 or 10‐40 (Unlawful sale of intoxicating liquor or 3.2 malt
liquor).
h. Violation of New Hope Code section 9‐42 (Regulation and abatement of prohibited noise) relating
to the rental unit.
i. Exceptions:
1. Calls will not be counted for purposes of determining whether a registration permit will be
denied, suspended, nonrenewed or revoked where the victim and suspect are "family or
household members" as defined in the Domestic Abuse Act, Minn. Stat. § 518B.01, subd.
2(b) and where there is a report of "domestic abuse" as defined in the Domestic Abuse Act,
Minn. Stat. § 518B.01, subd. 2(a).
2. Calls will not be counted for purposes of determining whether a registration permit will be
denied, suspended, nonrenewed or revoked where the call is a result of a tenant, a
member of a tenant's household, or guest taking action to seek emergency assistance that
is protected by Minn. Stat. § 504B.205, residential tenant's right to seek police and
emergency assistance.
(3) First instance. Upon determination by the city manager or the manager's designees that a rental
dwelling unit was the location of disorderly behavior, the building official shall notify by first class mail
the owner and tenant of the violation and direct the owner to take steps to prevent further violations.
Created: 2022‐06‐23 09:17:15 [EST]
(Supp. No. 58)
Page 5 of 8
(4) Second instance. If a second instance of disorderly behavior occurs at a rental dwelling unit within 12
months of the time a notice was sent for previous disorderly behavior at the same unit, the building
official shall notify by first class mail the owner and the tenant of the violation and direct the owner to
submit, within ten days of the date of the notice, a written report of all actions taken by the owner
since the first violation notice and actions the owner intends to take to prevent further disorderly
behavior.
(5) Third instance. If a third instance of disorderly behavior occurs at a rental dwelling unit within 12
months after the first of two previous notices of disorderly behavior at the same unit, the rental
dwelling unit registration permit may be revoked, suspended or not renewed by the city council upon
the recommendation of the building official. The city manager or the manager's designees shall make
their decision to recommend revocation, suspension or nonrenewal of the registration permit and
submit their recommendation to the city council within ten days of the third instance of disorderly
behavior.
(6) For purposes of this section, second and third instances of disorderly behavior shall be those which:
a. Occur at the same rental dwelling unit; or
b. Involve tenants at the same rental dwelling unit; or
c. Involve guests or invitees at the same rental dwelling unit; or
d. Involve guests or invitees of the same tenant; or
e. Involve the same tenant.
(7) Postponing permit action. No adverse registration permit action shall be imposed where the instance
of disorderly behavior occurred during pending eviction proceedings (unlawful detainer) or within 30
days of notice given by the owner to a tenant to vacate the rental dwelling unit. However, adverse
registration permit action may proceed when the owner fails to diligently pursue the eviction process.
Further, an action to deny, revoke, suspend or not renew a registration permit based upon violations of
this section may be postponed or discontinued at any time if the owner has taken appropriate
measures which will prevent further instances of disorderly behavior which may include a failed
eviction process.
(8) Determining disorderly behavior of a registration permit. A determination that the rental dwelling unit
has been the location of disorderly behavior shall be made upon substantial evidence to support such a
determination. It shall not be necessary that criminal charges be brought in order to support a
determination of disorderly behavior, nor shall the dismissal or acquittal of a criminal charge operate
as a bar to adverse registration permit action under this section.
(9) Enforcement. Enforcement actions provided in this section shall not be exclusive, and the city council
may take any action with respect to an owner, a tenant or the registered rental dwelling unit(s) as is
authorized by this section or state law.
(j) Revoking, suspending, denying or not renewing a registration permit.
(1) The city council may revoke, suspend, deny or decline to renew any registration permit issued under
this section. In buildings containing more than one rental dwelling unit, the revocation, suspension,
denial or declination may apply to one or more rental dwelling units at the discretion of the city
council. The basis for such revocation, suspension, denial or nonrenewal includes, but is not limited to,
any of the following circumstances:
a. The registration permit was procured by misrepresentation of material facts with regard to the
rental dwelling unit or the ownership of the rental dwelling unit.
Created: 2022‐06‐23 09:17:15 [EST]
(Supp. No. 58)
Page 6 of 8
b. The applicant or one acting in applicant's behalf made oral or written misstatements
accompanying the application.
c. The applicant has failed to comply with any condition set forth in any other permits granted by
the city.
d. The activities of the owner/agent create or have created a danger to the public health, safety or
welfare.
e. The rental dwelling unit contains conditions that might injure or endanger the safety, health or
welfare of any member of the public.
f. Failure to pay any application fee or reinstatement fee required by this section and city council
resolution.
g. Failure to correct violations of New Hope Code section 3‐30 (property maintenance code) in the
time period specified in the notice of violation and correction.
h. Following the third instance of disorderly behavior specified in subsection (i) of this section that is
not subject to the exception set forth in subsection (i)(2)i of this section or the circumstances set
forth in subsection (i)(7) of this section.
i. Violation of any regulation or provision of the code applicable to the activity, to which the
registration permit has been granted, or any regulation or law of the state so applicable.
j. Failure to continuously comply with any condition required of the applicant for the approval or
maintenance of the registration permit.
k. Any violation of this section.
(2) Fines. In lieu of revoking or suspending a registration permit for violations of subsection (j)(1) of this
section, the city council, in its sole discretion, may impose a civil fine. Fines shall primarily apply to the
following violations of this Code and shall be in an amount as set out in the matrix following this
section:
a. Renting a residential dwelling unit without proper registration as required herein.
b. Failure to comply with a property maintenance correction order from the building official or his
designee before a third property maintenance inspection is conducted in response to the
property maintenance correction order.
Fine Matrix
1st Violation 2nd Violation Within 12 Months of
1st Violation
3rd Violation Within 12 Months of
1st Violation
$500.00 $1,000.00 $2,000.00
(3) Notification. The building official shall notify the owner or the owner's agent in writing of the basis for
the fine, revocation, suspension, denial or nonrenewal and the date upon which the city council shall
review the request to fine, revoke, suspend, deny, or not renew the registration permit. The notice
required by this section shall be served upon the owner or the owner's agent at least 20 days before
the city council hearing. Service shall be deemed sufficient if the notice is sent to the owner or the
owner's agent by first class mail at the address provided in the registration application. It shall be the
responsibility of the owner or the owner's agent to notify the tenant in writing of the hearing date,
time and place.
Created: 2022‐06‐23 09:17:15 [EST]
(Supp. No. 58)
Page 7 of 8
(4) Hearing. The owner or the owner's agent and the building official shall be given an opportunity to be
heard. The owner may be represented by counsel and the building official may be represented by the
city attorney. Both sides may be permitted to examine the other side's witness(es). The city council
shall hear all relevant evidence and arguments and shall review all testimony, documents, and other
evidence submitted. The city council shall record the hearing and keep a record of documentary
evidence submitted.
(5) Decision. The city council shall make findings based on the evidence and shall make a decision on the
recommendation to fine, revoke, suspend, deny, or nonrenew a registration permit based on the
findings. The city council shall issue a written decision regarding the recommendation of the building
official within 30 days following the date of the hearing and shall notify the appellant of the decision by
first class mail with a duplicate copy to the building official. The decision shall specify the rental
dwelling unit or units to which it applies. Thereafter, and until a registration permit is reissued or
reinstated, no rental dwelling units that have had their rental registration permit revoked, suspended,
denied, or nonrenewed may be re‐let or occupied. Revocation, suspension, denial, or nonrenewal of a
registration permit shall not excuse the owner from compliance with all terms of this section for as
long as any rental dwelling units in the building are occupied. All fines are payable within 30 days of the
council action imposing the fine. Failure to timely pay any fine imposed will result in a late fee equal to
25 percent of the fine and revocation or suspension of the registration permit to which the fine applies.
(6) Permit process after revocation, suspension, denial or renewal declination. After the city council
revokes, suspends, denies or declines to renew a registration permit, no registration permit will be
issued for the affected rental dwelling unit(s) until the building official determines that the
applicant/owner has remedied the conditions identified by the city council as the basis for its action.
An application to obtain a registration permit for a rental dwelling unit after the city council has
revoked, suspended, denied or declined to renew a registration permit for the same rental dwelling
unit(s) must be accompanied by all fees required by this section.
(k) Effect of revocation, suspension, denial, or nonrenewal. If a registration permit is revoked, suspended, denied
or not renewed by the city council, it shall be unlawful for the owner or the owner's agent to thereafter
permit the occupancy of the then vacant or, thereafter vacated, rental dwelling unit(s), until such time as a
valid rental registration permit is obtained for the rental dwelling unit(s). Issuance of a new registration
permit after revocation, suspension, denial or nonrenewal shall be made in the manner provided for in
subsection (e) of this section.
(l) Posted to prevent occupancy. Whenever any rental dwelling unit has been denied an initial registration
permit, had its registration permit revoked, suspended, denied or not renewed, it shall be posted by the
building official to prevent further occupancy. No person other than the building official shall remove or alter
any posting. The building official will post the date the rental dwelling unit shall be vacated and no person
shall reside in, occupy or cause to be occupied that rental dwelling unit until the building official permits it.
(m) Penalties. A person who violates the provisions of this section 3‐31 may be charged with a misdemeanor.
Each day that a violation continues shall be deemed a separate offense. The building official may post the
rental dwelling unit by appropriate signs or notices prohibiting occupancy and may act to cause the rental
dwelling unit to be vacated or remain vacant until the code violations are corrected.
(n) No retaliation. Per Minn. Stat. § 504B.205.2, subd. 2 "Emergency calls permitted":
(1) A landlord may not: (1) bar or limit a residential tenant's right to call for police or emergency assistance
in response to domestic abuse or any other conduct; or (2) impose a penalty on a residential tenant for
calling for police or emergency assistance in response to domestic abuse or any other conduct.
(2) A residential tenant may not waive and a landlord may not require the residential tenant to waive the
residential tenant's right to call for police or emergency assistance.
Created: 2022‐06‐23 09:17:15 [EST]
(Supp. No. 58)
Page 8 of 8
(o) No warranty by city. By enacting and undertaking to enforce this Code, the city, city council, its agents,
and/or employees do not warrant or guaranty the safety, fitness or suitability of any dwelling in the city.
Owners and occupants should take whatever steps they deem appropriate to protect their interests, health,
safety and welfare.
(p) Best practices program.
(1) Program established. Rental properties with three or more units can qualify for the "Best Practices"
program. Properties in compliance with the program requirements will receive a reduction in the
annual rental registration permit fee as set out in the city's fee schedule. The "Best Practices"
registration fee shall remain in effect as long as the "Best Practices" program requirements are
maintained for the property as determined by the city.
(2) Program requirements. The "Best Practices" program qualification requirements are as follows:
a. Use of a city approved crime‐free housing addendum or equivalent in all new and/or renewed
leases;
b. All new and/or renewed leases must include a provision to permit city inspection of individual
rental units per the city determined inspection schedule;
c. Use of a background check procedure that includes a criminal history check for all new
tenants/rental managers/employees;
d. Continuing verification every three years that the property manager has attended at least one
city approved crime‐free multi‐housing training program during the three‐year verification cycle.
It shall be the property manager's or owner's affirmative responsibility to provide the city with
the property manager's verification of this requirement;
e. Attendance by the property manager each year at one New Hope Property Manager Association
meeting;
f. During every inspection cycle, the property must fully comply with all property maintenance
standards required by section 3‐30 of this Code at the time of the first reinspection if needed.
(3) Application. Property managers or owners must apply for the "Best Practices" program by submitting
an application on forms provided by the city and all other city required documentation needed to
determine compliance with all program requirements.
(4) Program disqualification. The city may terminate a property from the "Best Practices" program if it
determines, in the city's sole discretion, that the property has failed to comply with the requirements
of subsection (p)(2) of this section or has had a rental registration permit revoked per subsection (j) of
this section. A rental property disqualified from the "Best Practices" program shall pay the
nonparticipant registration permit fee to obtain the following year's registration permit.
(5) Reapplication procedure. If a property loses its "Best Practices" program status, the property owner
may reapply for the program only after successfully passing the inspection during the following
inspection cycle and re‐submitting an application per subsection (p)(3) of this section.
(Ord. No. 14‐08; §§ 1, 2, 9‐8‐2014; Ord. No. 17‐03, §§ 1, 2, 2‐17‐2017; Memo. of 1‐19‐2018)
3959 Oregon Ave N. Jan 1, 2020 ‐ February 1, 2023 Calls for ServiceCase # Date Type of Call Original Call Caller Disposition Notes20001782 1/30/2020 Warrant Warrant PU NOne ArrestedParty with three outstanding warrants arrested20001791 1/30/2020 Welfare Check Welfare Check NeighborOfficer advised Unwanted parties in next unit20002138 2/5/2020 Unwant Unwant NeighborOfficer advised Unwanted party evicted elsewhere now at this location20002500 2/10/2020 Disturbance Disturbance NeighborOfficer advised Resident slamming doors, running upstairs, playing loud music20002517 2/10/2020 Civil Matter Civil Matter TenantOfficers cleared Civil issue between roommates. Roommates resolved prior to officers' arrival20002521 2/10/2020 Civil Matter Civil Matter TenantOfficer advised Civil issue between roommates not getting along. Officer advised.20002564 2/11/2020 Disturbance Noise complaint TenantOfficer advised Noise complaint. One tenant issued a Disorderly Behavior at Rental Unit slip for Disorderly Conduct20002572 2/11/2020 Medical Unconcious OwnerOfficer assist Tenant and guest passed out. Both refused medical attention20002901 2/15/2020 DOC Domestic TenantMental Health Transport Hold Tenant drinking, yelling at others, not taking bi‐polar medications, and disturbing the peace20002911 2/15/2020 Medical ‐ MH Medical ‐ MH UnknownMental Health Transport Hold related to 2000290120003039 2/17/2020 Suspicious Suspicious Vehicle AnonOfficer advised Neighbor thought there was a possible stolen vehicle in the garage. Vehicle was clear.20003092 2/18/2020 Assault Civil Matter SuspectArrest Responded for civil matter. Upon arrival found assault took place. Female party arrested for Felony20003093 2/18/2020 Assist Civil Matter NeighborAssist Other Agency Assist with the recovery of a stolen trailer, an unreturned U‐haul trailer.20003423 2/22/2020 Civil Matter Civil Matter TenantOfficer assist Officer stood by as tenant removed their belongings from the property20003424 2/22/2020 Civil Matter Civil Matter UnknownOfficer assist Civil matter regarding the exchange of property20003431 2/22/2020 Theft Theft TenantReport taken Roommate alledgedly stole her television20004349 3/6/2020 Unwant Civil Matter TenantOfficer advised Officer advised how to obtain unlawful detainer to have the party removed20004633 3/10/2020 Warrant Trespassing AnonArrest Contact made with female removing property. Female had two active warrants. Female arrested.20004730 3/11/2020 Animal Comp Animal Complaint NeighborVerbal warning Dog running loose. Tenant (dog owner) issued verbal warning for violation of city ordinances20004827 3/13/2020 Damage to Prop Help Unknown TenantForwarded to investigations Unwanted party trying to access home/garage. Officers located stolen vehicle & vehilce w/tires slashed20004898 3/13/2020 Child Protection HCCP Report HCCPForwarded to investigations Child Protection Summary report received. 20006542 4/13/2020 Suspicious Suspicious Activity TenantOfficers advised Juveniles looking around RP's garage and behind house. Juveniles advised.20007434 5/1/2020 Suspicious Problem tenants OwnerOfficer advised Suspicious activity at rental house, possible squatters. Officers advised landlord of eviction procedure20008140 5/15/2020 Animal Comp Animal Complaint UnknownCitation Issued Loose dog off property. Citation issued.20008693 5/26/2020 Suspicious Suspicious Activity AnonOfficer checked area Report of stolen cars parking at this address. Officer checked area, no stolens found20008776 5/27/2020 Information Phone call AnonInformation taken Information regarding party coming and going in different vehicles, possibly stolen.20009163 6/1/2020 Assist Recovered Property Businessstolen vehicle impounded Stolen vehicle located and impounded. Assist to other agency20009344 6/4/2020 Recovered Prop Recovered Property N/Astolen vehicle impounded Recovered vehicle stolen out of Minneapolis. Officer on routine patrol.20009627 6/8/2020 Narcotics Narcotics N/ANarcotics investigation Search warrant on residence. Suspects identified and multiple narcotics removed.20010025 6/15/2020 Unwant Unwant TenantParty gone on arrival Unwanted party at residence.20010146 6/17/2020 Assist Assist Other Agency N/AParties removed from property NW Drug Task Force & Swat executing a no‐knock warrant20010154 6/17/2020 ATL Attempt to Locate N/ASubject no longer lives at residence Attempt to locate for Brooklyn Park PD20010696 6/25/2020 Welfare Check Welfare Check NeighborOfficers checked on child Neighbor concerned about child abuse20011028 6/30/2020 Unwant Trespassing OwnerOfficer advised Previously evicted tenant on property with current tenants20011289 7/4/2020 Welfare Check Welfare Check NeighborInformation forwarded to CP Unattended children playing in the street20011712 7/10/2020 Death Unconcious TenantDeath Report Unconcious party pronounced deceased after life‐saving measures were attempted.20011779 7/11/2020 Information Vehicle Tampering NeighborInformation taken Information regarding a prior case20012098 7/16/2020 Child Protection HCCP Report N/AForwarded to investigations Child Protection Summary report received. 20012159 7/17/2020 Disturbance Disturbance TenantOfficers advised Two females yelling at each other20012420 7/20/2020 Welfare Check Welfare Check CPSUnable to locate ‐ moved out Officers requested to conduct a welfare check. Officers were advised parties had moved out20012437 7/21/2020 Narcotics 911 Hang Up UnknownForwarded to investigations Male outside asking for ambulance, baggie of meth in his pocket. Male transported to hospital20013286 8/4/2020 Child Protection HCCP Report N/AForwarded to investigations Child Protection Summary report received.
20013910 8/14/2020 Public Works Utilities NeighborFire Dept. notified Wires down20018148 10/24/2020 Child Protection HCCP Report N/AForwarded to investigations Child Protection Summary report received. 20020076 11/30/2020 Veh Impound Vehicle Impound TenantVehicle Impound Loaned vehicle not returned to owner. Vehicle impounded.20020088 11/30/2020 Civil Matter Civil Matter ROKOPS Alert issued to locate veh Party is owner of vehicle that another sold without permission20020184 12/2/2020 Information Information ROOfficer advised Follow up on prior report20020240 12/3/2020 Phone Call Information ROOfficer advised Follow up on prior report21000570 1/9/2021 Parking Parking Complaint N/ACitation Issued Parking violation21004714 3/20/2021 Recovered Prop Spot Check N/AArrest Routine patrol located two stolen vehicles. Adult female arrested for warrants and new offenses21005421 4/1/2021 Civil Matter Threat OwnerOfficer advised Civil between landlord and tenant. Landlord advised.21007963 5/17/2021 Assault Assault NeighborCitation Issued Tenant assaulted by an unwanted female that came on the property21008302 5/22/2021 Spot Check Spot Check N/ACleared Spot check. No issues found.21008757 5/31/2021 Disturbance Welfare Check UnknownOfficers mediated Disturbance between roommates21008838 5/31/2021 ATL Attempt to Locate PDVehicle not located Attempt to locate a vehicle for Maplewood PD. No vehicle located21009131 6/4/2021 Repo Vehicle Repo BusinessOfficers assisted Business needs assistance/standby as two vehicles are repossed, puchased with fraudulent checks. 21009984 6/19/2021 Recovered Prop Recovered Property UnknownStolen Vehicle Recovered Stolen vehicle recovered21010158 6/22/2021 Information Narcotics Complaint UnknownInformation documented Phone call in regards to a narcotics complaint21011182 7/9/2021 Recovered Prop Suspicious Activity TenantTwo arrested Dispatched for suspicious activity. Two females arrested for multiple offenses and warrants21011857 7/20/2021 Disturbance Threat OwnerOfficers advised Dispute between landlord and visitor.21012887 8/5/2021 Assist Assist Other Agency PDVehicle not located Bloomington PD attempt to locate a vehicle. Officers checked the area, but no vehicle located21013383 8/14/2021 Disturbance Help Unknown NeighborOfficer assisted Car fell off jack while working in driveway21013552 8/16/2021 Civil Matter Civil Matter OwnerOfficers mediated Tenant/Landlord dispute. Officers mediated. 21014505 8/31/2021 Warrant PU Attempt N/ASuspect not located Officers attempted to arrest party on an outstanding warrant. Suspect was not located21014513 8/31/2021 Phone Call Assist SuspectOfficers advised Suspect calling regarding how to handle warrant21015495 9/14/2021 Suspicious Suspicious Activity TenantOfficers advised Male party outside pulling on windows.21018581 10/31/2021 Overdose Medical Overdose TenantOfficers assisted Medical, patient breathing, unconcious. Narcan given.21018596 11/1/2021 Phone Call Assist TenantOfficer advised Caller asking where patient from prior incident was taken21018599 11/1/2021 Phone Call Assist TenantNo answer on call back Phone call regarding prior incident.21020574 12/3/2021 Medical Medical UnknownNo squad response Call referred to North Paramedics. One with stomach pain.21020680 12/4/2021 Damage to Prop Unwant NeighborForwarded to investigations Disturbance, one damaging property. Transported to hospital on a hold.21020895 12/9/2021 Suspicious Suspicious Vehicle N/AInformation gathered Officer located vehicle, plates not a match to vehicle. VIN number covered on dash.21021398 12/17/2021 Narcotics Narcotics N/AArrested Party with five outstanding warrants arrested. Narcotics found brought to PD as evidence.22000596 1/13/2022 Warrant Parking Complaint N/ASign & Release Warrant Served Officer mad contact regarding a parking issue and served party with a Felony Sign & Release Warrant22000642 1/13/2022 Child Protection HCCP Report N/AForwarded to investigations Child Protection Summary report received. 22000744 1/15/2022 Medical Pain UnknownReferred to North Paramedics No squad response.22001451 1/29/2022 Medical‐MH 911 Hang Up TenantParamedics transported to Hospital Bipolar individual off meds needing to go to the hospital.22001787 2/5/2022 Disturbance Disturbance UnknownParties were separated Mother reporting that daughter was out of control and not taking medications.22004923 4/2/2022 Fire Fire OwnerNo sign of fire/smoke found. Report of possible trash being burned outside at this address22004998 4/4/2022 Medical Pain UnknownCancelled prior to arrival One in pain at address, male pneumonia and vomiting22005862 4/18/2022 Medical Medical UnknownNorth Paramedics handled Medical, 35 year‐old male diabetic 22006669 4/30/2022 Medical Medical UnknownNorth Paramedics handled Medical, 35 year‐old male severe GI pain, vomiting all night22006759 5/1/2022 Medical Medical UnknownPatient transported to hospital Officer responded. North Paramedics transported male to hospital. 35 year‐old with abdominal pain22006784 5/2/2022 Medical Medical UnknownPatient transported to hospital Officer responded. North Paramedics transported male to hospital. 35 year‐old with abdominal pain22006839 5/2/2022 Medical Medical UnknownPatient transported to hospital Officer responded. North Paramedics transported male to hospital. 35 year‐old with abdominal pain22007141 5/6/2022 Medical Medical UnknownOfficers assisted Officers assisted paramedics with a male until cleared.22007349 5/10/2022 Medical Medical UnknownOfficers offered assistance. Officers responded, offered assistance with medical issue, but patient refused service.22008314 5/24/2022 Medical Medical UnknownNorth Paramedics handled Medical, 35 year‐old male vomiting22008917 6/1/2022 Medical Medical UnknownMedical self transport Officer responded for a medical. Party decided on self transport.
22009432 6/7/2022 Civil Matter Escort UnknownCivil Standby Officer stood by as party removed their belongings from the property22013284 7/30/2022 Animal Comp Animal Complaint TenantReport taken Report of a lost dog22013401 8/1/2022 Animal Comp Animal Complaint UnknownOfficer assist Request regarding dog that lives at address; follow upo to dog impounded by Crystal PD22013407 8/1/2022 Animal Comp Animal Complaint N/AOfficer attempt to assist Officer attempting to contact owner of dog brough to PUPS22013464 8/2/2022 Animal Comp Animal Complaint N/AOfficer assist Officer spoke to dog owner about her dog being impounded22014094 8/12/2022 Medical Medical UnknownPatient transported to hospital Officer responded and assisted. North Paramedics arrived and cleared officer22014270 8/14/2022 Civil Matter Civil Matter OwnerOfficer advised Landlord not being let in by tenant. Officer advised.22015509 9/2/2022 Death Medical UnknownDeath ReportOfficer dispatched for possible overdose. Individual pronounced deceased. Disorderly Behavior slip issued22016085 9/10/2022 Suspicious Suspicious Activity TenantOfficers assisted Outside of residence checked. No one found in the area.22020904 11/23/2022 Assist Assist Other Agency N/AAttempt to locate vehicle Officer located vehicle and advised.22021324 11/30/2022 Civil Matter Phone call UnknownOfficer advised Ongoing civil issue regarding car that was lent to a friend.23000125 1/3/2023 Fraud Phone call TenantReport taken Report of debit card theft and financial transaction card fraud23000687 1/10/2023 Medical OD Drug Overdose UnknownParty transported to hospitalOfficers responded to an overdose. Party stated she used Fentanyl. Disorderly Behavior slip issued.23000864 1/13/2023 Medical OD Drug Overdose TenantParty transported to hospitalOfficers responded to an overdose. Party stated she used Fentanyl. Disorderly Behavior slip issued.23000985 1/14/2023 Warrant Warrant PU Attempt N/AOfficers Attempted Warrant PU Officers attempted warrant pickups. The parties were not located.23001058 1/16/2023 Suspicious Suspicious Vehicle N/AOfficer checked on suspicious v. Officer observed suspicious vehicle with possible stolen plate. Vin showed clear. 23001080 1/16/2023 Obstruct Warrant Pickup N/ADriver cited for multiple offenses Traffic stop. Driver fled into residence. Driver arrested for several offenses and outstanding warrants. Narcotic use observerd inside residence. Disorderly Behavior issued.
I:\RFA\PUBWORKS\2023\Council\1090 2023 Infrastructure Project\3‐13 award bid\Q & R 1090 2023 Infrastructure award bid.docx
Request for Action
March 13, 2023
Approved by: Tim Hoyt, Acting City Manager
Originating Department: Public Works
By: Bernie Weber, Director
Agenda Title
Resolution awarding contract to Northwest Asphalt, Inc. for construction of the 2023 Infrastructure
Improvement Project (Improvement Project No. 1090)
Requested Action
Staff recommends that the Council pass a resolution awarding contract to Northwest Asphalt, Inc. for
construction of the 2023 Infrastructure Improvement Project (Improvement Project No. 1090).
Policy/Past Practice
The City Council routinely considers public infrastructure improvement projects to extend the useful life of
the infrastructure and/or improve the level of service. The city’s pavement management plan has identified
areas for street infrastructure improvements in 2023.
Background
The location of the 2023 project includes streets in the Northwood southeast neighborhood bounded by
Boone Avenue to the west, 36th Avenue to the north, and the City of Crystal to the south and east as shown on
the attached project map. Elm Grove Avenue, 61st Avenue between Winnetka Avenue and Sumter Avenue,
and Sumter Avenue between 61st Avenue and Sumter Place are also proposed for street improvements.
Streets included in the project were recommended based upon pavement conditions identified in the 2022
pavement management plan as well as underlying utility condition.
Utility improvements will include the replacement of the sanitary sewer manhole lids, frames, and rings to
reduce inflow and infiltration. Several sections of water main are proposed for replacement along Yukon
Avenue, Virginia Avenue, Xylon Avenue, and 37th Avenue. These sections of water main have a history of
water main breaks. There are several alternates on the project including Liberty Park basketball court
improvements, Hidden Valley Park trail improvements, Meadow Lake Elementary pickle ball court
improvements, and Meadow Lake stormwater inlet drainage improvements.
The feasibility report was presented and approved on September 26, 2022 and identified specific street and
utility improvement strategies. The feasibility report also identified there are no tax‐exempt properties that
will be affected by this work. Therefore, assessments will not be a funding source for the project. Residents
were given the opportunity to provide comments to the Council and staff at the October 24, 2022 public
hearing. The city engineer’s plans and specifications were presented and approved at the January 23, 2023
council meeting. Staff will conduct site visits throughout the project area in spring 2023 to answer any
resident questions on how the project will affect properties, trees, driveways, curb and gutter replacement,
storm sewer improvements, etc.
The city received eight bids at the February 28 bid opening, and the complete bid tab is attached. The low bid
contractor was Northwest Asphalt, Inc. with an adjusted total base bid amount of $2,247,278.19. Adding
Agenda Section
Development &
Planning
Item Number
8.1
contingencies and indirect costs to construction costs, the total project costs would be $2,831,570.48. Bid
specifics and a comparison to the engineer’s opinion of probable cost can be viewed in the funding table
below. Northwest Asphalt, Inc. has previously worked in the city on various improvement projects including
the recent 2022 Infrastructure Improvement Project. If awarded, the contractor could start this spring, and
most project work will be completed in the 2023 construction season.
Funding
This project will be funded primarily by the city of New Hope street infrastructure and utility funds (water,
sanitary sewer, stormwater). Funding breakdowns are in the table below.
Estimated Costs ‐ Base Bid Improvements
Item Northwest
Asphalt, Inc.
Contingencies
(5%) Total Construction Indirect (20%) Project Costs
Mill & Overlay $120,097.87 $6,004.89 $126,102.76 $25,220.55 $151,323.31
Reclaim &
Overlay $856,923.48 $42,846.17 $899,769.65 $179,953.93 $1,079,723.58
Subtotal ‐ Street $977,021.35 $48,851.06 $1,025,872.41 $205,174.48 $1,231,046.89
Water Main $900,263.07 $45,013.15 $945,276.22 $189,055.24 $1,134,331.46
Sanitary Sewer $95,595.52 $4,779.78 $100,375.30 $20,075.06 $120,450.36
Storm Water $107,152.86 $5,357.64 $112,510.50 $22,502.10 $135,012.60
Subtotal ‐ Utilities $1,103,011.45 $55,150.57 $1,158,162.02 $231,632.40 $1,389,794.42
Total ‐ Street &
Utilities $2,080,032.80 $104,001.63 $2,184,034.43 $436,806.88 $2,620,841.31
The Council has the option to award or not award the alternates. However, because all alternates were less
than estimated costs, staff is recommending the Council award all of the alternates. A summary of the
construction, contingencies, indirect, and project costs for the recommended alternates from the low base bid
bidder are shown in Estimated Costs table below.
Estimated Costs ‐ Recommended Alternate Bid Improvements
Item Subtotal
Construction
Contingencies
(5%)
Total
Construction Indirect (20%) Project Costs
Alt. No. 1 – Liberty Park
Basketball Court
Improvements
$40,359.68 $2,017.98 $42,377.66 $8,475.53 $50,853.19
Alt. No. 2 – Hidden Valley
Park Trail Improvements $32,205.06 $1,610.25 $33,815.31 $6,763.06 $40,578.37
Alt. No. 3 – Meadow Lake
Elementary Pickleball Courts $74,385.20 $3,719.26 $78,104.46 $15,620.89 $93,725.35
Alt. No. 4 – Meadow Lake
Storm Sewer Outlet $20,295.45 $1,014.77 $21,310.22 $4,262.04 $25,572.26
Total ‐ Alternates $167,245.39 $8,362.26 $175,607.65 $35,121.52 $210,729.17
The summary of the estimated costs for the base and alternate bid improvements and associated total project
costs, including contingencies and indirect costs, is provided in the Summary‐Base Bid Items + Alternates
Table below.
Summary ‐ Base Bid Items + Alternates
Item Subtotal
Construction
Contingencies
(5%)
Total
Construction Indirect (20%) Project Costs
Base Bid Items $2,080,032.80 $104,001.63 $2,184,034.43 $436,806.88 $2,620,841.31
Alternates 1, 2, 3, and 4 $167,245.39 $8,362.26 $175,607.65 $35,121.52 $210,729.17
Total ‐ Base Bid +
Alternates $2,247,278.19 $112,363.89 $2,359,642.08 $471,928.40 $2,831,570.48
A summary of funding sources, estimated project costs, CIP budgets, and differences between estimates and
budget amounts are shown below in the Funding Summary table.
Funding Summary
Improvement Type Estimated
Project Cost
Capital Improvements Plan
(CIP) Budget Amount (1) Difference Funding Source
Streets $1,231,046.89 $3,193,371.00 $1,962,324.11 Street Fund
Water Main ‐ Base
Bid $1,134,331.46 $1,562,000.00 $427,668.54 Water Fund
Sanitary Sewer ‐ Base
Bid $120,450.36 $125,000.00 $4,549.64 Sewer Fund
Storm Water ‐ Base
Bid $135,012.60 $100,000.00 ($35,012.60) Storm Water Fund
Alt. 1 ‐ Basketball
Court $50,853.19 $75,000.00 $24,146.81 Park Infrastructure Fund
Alt. 2 ‐ Trail $40,578.37 $75,000.00 $34,421.63 Park Infrastructure Fund
Alt. 3 ‐ Pickleball
Court $93,725.35 $135,000.00 $41,274.65 Park Infrastructure Fund
Alt. 4 ‐ Storm Outlet $25,572.26 $100,000.00 $74,427.74 Storm Water Fund
Total Project Costs $2,831,570.48 $5,365,371.00 $2,533,800.52
Note:
(1) The CIP Budget for Streets included the NE Northwood Park Neighborhood that was delayed until 2025.
Attachments
Resolution
City Engineer’s Memorandum
Project Map
Bid Tab
City of New Hope
Resolution No. 23‐
Resolution awarding contract to Northwest Asphalt, Inc. for
construction of the 2023 Infrastructure Improvement Project
(Improvement Project No. 1090)
WHEREAS, city staff has identified the need for infrastructure improvements specified in the 2022 CIP;
and
WHEREAS, the infrastructure improvements in this area are identified to follow the pavement
management plan adopted by Council; and
WHEREAS, plans and specifications for the 2023 Infrastructure Improvement Project (Improvement
Project No. 1090) have been prepared by consultant engineers, Stantec, and approved by
Council; and
WHEREAS, the city has received acceptable bids and the Council does hereby determine to proceed with
the 2023 Infrastructure Improvement Project; and
WHEREAS, the adjusted total base bid of $2,247,278.19 from Northwest Asphalt, Inc. is the lowest
responsible bid submitted; and
WHEREAS, funding is available in the street infrastructure fund and supplemented by specific
improvement funds.
NOW, THEREFORE, BE IT RESOLVED,
1. That the contract of public improvement project no. 1090, the 2023 Infrastructure
Improvement Project, is awarded to Northwest Asphalt, Inc.
2. That the mayor and acting city manager are authorized and directed to sign the
same.
Adopted by the City Council of the City of New Hope, Hennepin County, Minnesota, this 13th day of
March, 2023.
_________________________
Mayor
Attest: __________________________
City Clerk
Stantec Consulting Services Inc.
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
March 1, 2023
File: 193805677
Attention: Bernie Weber, Director of Public Works
City of New Hope
5500 International Parkway
New Hope, MN 55428
Reference: 2023 Infrastructure Improvements – Award
City Project No. 1090
Dear Bernie,
Attached please find the Bid Results Letter on the above referenced project. The Low Bidder on
the project is Northwest Asphalt, Inc. with an Adjusted Total Base Bid of $2,247,278.19. Adding
contingencies and indirect costs to construction costs, the Total Project Costs would be
$2,831,570.48.
The project consists of street and utility improvements in the following residential areas:
·Northwood SE neighborhood; bounded by Northwood Park to the north, Winnetka Avenue
North to the east, 33rd Avenue North to the south, and Boone Avenue North to the west.
·37th Avenue North from Winnetka Avenue North (CSAH 156) to the end of the cul-de-sac.
·Winnetka Green townhome community, located south of Bass Lake Road (CSAH 10) and
east of Winnetka Avenue North (CSAH 156).
·61st Avenue North between Winnetka Avenue North and Sumter Avenue North.
·Sumter Avenue North between 61st Avenue North and Sumter Place North.
A public hearing was held on October 24, 2022, and the scope of the project was discussed.
There are no proposed assessments on this project. A walk and talk meeting with residents in the
Northwood SE Neighborhood was delayed until Spring 2023 due to poor weather. Due to the
watermain being under or close to the curb and gutter on the project streets, the curbing,
driveways, trees, and boulevards will be affected with the water main improvements.
The base bid includes utility, mill and overlay, and reclaim and overlay improvements. The four
alternate bids were as follows:
·Alternate No. 1 – Liberty Park Basketball Court Improvements
·Alternate No. 2 – Hidden Valley Park Trail Improvements
·Alternate No. 3 – Meadow Lake Elementary Pickleball Courts
·Alternate No. 4 – Meadow Lake Storm Sewer Outlet
A summary of the estimated construction, contingencies, indirect, and project costs for the base
bid improvements of the low bidder are shown in Table 1 below.
March 1, 2023
Mr. Bernie Weber
Page 2 of 4
Reference:2023 Infrastructure Improvements – Award
Table 1 - Estimated Costs - Base Bid Improvements
Item Northwest
Asphalt, Inc.
Contingencies
(5%)
Total
Construction
Indirect
(20%)Project Costs
Mill & Overlay $120,097.87 $6,004.89 $126,102.76 $25,220.55 $151,323.31
Reclaim &
Overlay $856,923.48 $42,846.17 $899,769.65 $179,953.93 $1,079,723.58
Subtotal -
Street $977,021.35 $48,851.06 $1,025,872.41 $205,174.48 $1,231,046.89
Water Main $900,263.07 $45,013.15 $945,276.22 $189,055.24 $1,134,331.46
Sanitary Sewer $95,595.52 $4,779.78 $100,375.30 $20,075.06 $120,450.36
Storm Water $107,152.86 $5,357.64 $112,510.50 $22,502.10 $135,012.60
Subtotal -
Utilities $1,103,011.45 $55,150.57 $1,158,162.02 $231,632.40 $1,389,794.42
Total - Street &
Utilities $2,080,032.80 $104,001.63 $2,184,034.43 $436,806.88 $2,620,841.31
The Council has the option to award or not award the alternates. However, because all
alternates were less than estimated costs, Staff is recommending the Council award all of the
alternates. A summary of the construction, contingencies, indirect, and project costs for the
recommended alternates from the low base bid bidder are shown in Table 2 below.
Table 2 - Estimated Costs - Recommended Alternate Bid Improvements
Item Subtotal
Construction
Contingencies
(5%)
Total
Construction
Indirect
(20%)
Project
Costs
Alt. No. 1 – Liberty Park
Basketball Court
Improvements
$40,359.68 $2,017.98 $42,377.66 $8,475.53 $50,853.19
Alt. No. 2 – Hidden Valley
Park Trail Improvements $32,205.06 $1,610.25 $33,815.31 $6,763.06 $40,578.37
Alt. No. 3 – Meadow
Lake Elementary
Pickleball Courts
$74,385.20 $3,719.26 $78,104.46 $15,620.89 $93,725.35
Alt. No. 4 – Meadow
Lake Storm Sewer Outlet $20,295.45 $1,014.77 $21,310.22 $4,262.04 $25,572.26
Total - Alternates $167,245.39 $8,362.26 $175,607.65 $35,121.52 $210,729.17
The summary of the estimated costs for the base and alternate bid improvements and associated
total project costs, including contingencies and indirect costs, is provided in the Table 3 below.
March 1, 2023
Mr. Bernie Weber
Page 3 of 4
Reference:2023 Infrastructure Improvements – Award
Table 3 - Summary - Base Bid Items + Alternates
Item Subtotal
Construction
Contingencies
(5%)
Total
Construction
Indirect
(20%)Project Costs
Base Bid Items $2,080,032.80 $104,001.63 $2,184,034.43 $436,806.88 $2,620,841.31
Alternates 1, 2, 3, and 4 $167,245.39 $8,362.26 $175,607.65 $35,121.52 $210,729.17
Total - Base Bid +
Alternates $2,247,278.19 $112,363.89 $2,359,642.08 $471,928.40 $2,831,570.48
A summary of the improvement types, project costs, and the associated funding sources are
provided in the Table 4 below.
Table 4 - Funding Summary
Improvement Type Estimated
Project Cost
Capital
Improvements
Plan (CIP) Budget
Amount (1)
Difference Funding Source
Streets $1,231,046.89 $3,193,371.00 $1,962,324.11 Street Fund
Water Main - Base
Bid $1,134,331.46 $1,562,000.00 $427,668.54 Water Fund
Sanitary Sewer - Base
Bid $120,450.36 $125,000.00 $4,549.64 Sewer Fund
Storm Water - Base
Bid $135,012.60 $100,000.00 ($35,012.60)Storm Water Fund
Alt. 1 - Basketball
Court $50,853.19 $75,000.00 $24,146.81 Park Infrastructure
Fund
Alt. 2 - Trail $40,578.37 $75,000.00 $34,421.63 Park Infrastructure
Fund
Alt. 3 - Pickleball
Court $93,725.35 $135,000.00 $41,274.65 Park Infrastructure
Fund
Alt. 4 - Storm Outlet $25,572.26 $100,000.00 $74,427.74 Storm Water Fund
Total Project Costs $2,831,570.48 $5,365,371.00 $2,533,800.52
Note:
(1) The CIP Budget for Streets included the NE Northwood Park Neighborhood that was
delayed until 2025. Also, the inflation adjustments that were incorporated into the CIP
numbers were not needed on some of the improvement items.
As it relates to Hidden Valley Park and Alternate No. 2, there are additional trails in the park that
need repair. However due to cost estimates prior to bidding, those additional trails were not
included in bid quantities. Since the pricing has come in less than budgeted, Staff would plan to
add some additional trail work at the bid unit pricing while staying under the CIP budget.
March 1, 2023
Mr. Bernie Weber
Page 4 of 4
Reference:2023 Infrastructure Improvements – Award
If Council chooses to award the project, this can be done at the March 13, 2023 Council meeting.
Most of the work under this contract will be completed during the spring, summer, and fall of 2023.
If you have any questions or require further information, please call me at (612) 712-2021.
Sincerely,
Stantec Consulting Services Inc.
Dan D. Boyum, P.E.
City Engineer
dan.boyum@stantec.com
Attachments: Bid Results Letter and Bid Tabulation, 2023 Infrastructure Improvement Project – Location Plans
Cc: Tim Hoyt, Valerie Leone, Andrew Kramer, Dave Lemke, Matt Rowedder, Nick Macklem – New Hope; Stacy Woods - Jensen Sondrall Persellin &
Woods, P.A., Ann Ackerson – Stantec.
Stantec Consulting Services Inc.
733 Marquette Avenue, Suite 100 Minneapolis MN 55402
March 1, 2023
Honorable Mayor and City Council
City of New Hope
4401 Xylon Avenue North
New Hope, MN 55428
Re:2023 Infrastructure Improvements
Stantec Project No. 193805677, City Project No. 1090
Bid Results
Dear Honorable Mayor and City Council:
Bids were opened for the Project stated above on February 28, 2023. Transmitted herewith is a
copy of the Bid Tabulation for your information and file. Copies will also be distributed to each
Bidder once the Project has been awarded.
There was a total of 8 Bids. The following summarizes the results of the Bids received:
Contractor Total Base Bid Alt.1 Alt. 2 Alt. 3 Alt. 4
Low Northwest Asphalt, Inc.$2,080,032.80 $40,359.68 $32,205.06 $74,385.20 $20,295.45
#2 GMH Asphalt Corp.$2,334,752.22 $45726.28 $33,658.70 $75,647.70 $23,296.50
#3 Valley Paving, Inc.$2,427,010.85 $50,959.55 $39,445.00 $53,464.00 $22,251.00
#4 Northdale Construction Co.
Inc.
$2,431,561.09 $47,478.01 $35,258.52 $73,773.16 $56,040.75
#5 Park Construction Company $2,639,786.05 $46,517.80 $35,749.80 $75,395.20 $25,934.80
#6 T.A.Schifsky & Sons, Inc.$2,677,775.34 $40,267.54 $37,213.00 $60,129.60 $29,192.50
#7 North Valley, Inc.$2,774,499.73 $59,315.63 $36,363.81 $72,468.02 $28,672.76
#8 S.R. Weidema, Inc.$2,811,796.99 $58,633.50 $42,407.60 $60,095.00 $25,016.00
The low Bidder on the Project was Northwest Asphalt, Inc. with a Total Base Bid of $2,080,032.80.
They are also the low Bidder on the Total Base Bid and Alternates with an Adjusted Total Base Bid
of $2,247,278.19. The low bid compares to the Engineer’s Opinion of Probable Cost of $2,900,300
for the Total Base Bid and $3,145,700 for the Adjusted Total Base Bid. These Bids have been
reviewed and found to be in order.
If the City Council wishes to award the Project to the low Bidder including any or all Alternates,
then Northwest Asphalt, Inc. should be awarded the Project.
Should you have any questions, please feel free to contact me at 612-712-2021.
Sincerely,
STANTEC CONSULTING SERVICES INC.
Dan D. Boyum, P.E.
Enclosure
Project Name:City Project No.:Stantec Project No.:Bid Opening:Owner:Dan D. Boyum, PELicense No. 23451BID TABULATIONItem NumItem Units Qty Unit Price Total Unit Price Total Unit Price Total Unit Price TotalBASE BIDPART 1: GENERAL1 MOBILIZATION LS 1 $86,831.00 $86,831.00 $110,500.00 $110,500.00 $120,000.00 $120,000.00 $30,900.50 $30,900.502 TRAFFIC CONTROL LS 1 $7,825.00 $7,825.00 $7,860.00 $7,860.00 $8,200.00 $8,200.00 $7,210.00 $7,210.003 QUALITY SERVICE LOCATES (GPS - UTILITY DATA COLLECTION)LS 1 $5,400.00 $5,400.00 $10,550.00 $10,550.00 $14,000.00 $14,000.00 $12,000.00 $12,000.00TOTAL PART 1: GENERAL$100,056.00 $128,910.00 $142,200.00 $50,110.50PART 2: WATERMAIN4 REMOVE EXISTING WATERMAIN LF 4255 $8.00 $34,040.00 $0.53 $2,255.15 $9.30 $39,571.50 $2.00 $8,510.005 REMOVE WATER SERVICE EA 94 $100.00 $9,400.00 $0.01 $0.94 $21.00 $1,974.00 $100.00 $9,400.006 REMOVE HYDRANT, VALVE AND BOX EA 9 $250.00 $2,250.00 $264.00 $2,376.00 $515.00 $4,635.00 $650.41 $5,853.697 REMOVE VALVE AND BOX EA 15 $75.00 $1,125.00 $382.00 $5,730.00 $310.00 $4,650.00 $250.00 $3,750.008 ADJUST VALVE BOX EA 4 $472.50 $1,890.00 $813.00 $3,252.00 $750.00 $3,000.00 $200.00 $800.009 TEMPORARY WATER SERVICE LS 1 $22,000.00 $22,000.00 $39,668.00 $39,668.00 $60,000.00 $60,000.00 $70,588.24 $70,588.2410 CONNECT TO EXISTING WATERMAIN EA 12 $1,285.00 $15,420.00 $1,055.00 $12,660.00 $1,125.00 $13,500.00 $1,737.50 $20,850.0011 6" PVC WATER MAIN, C900-DR18, WITH TRACER WIRE LF 4475 $46.69 $208,937.75 $60.00 $268,500.00 $48.40 $216,590.00 $55.40 $247,915.0012 6" GATE VALVE AND BOX EA 15 $2,474.50 $37,117.50 $2,945.00 $44,175.00 $2,750.00 $41,250.00 $2,264.37 $33,965.5513 HYDRANT INSTALLATION W/ 6" GATE VALVE AND BOX EA 11.00 $8,148.00 $89,628.00 $9,674.00 $106,414.00 $8,375.00 $92,125.00 $8,800.76 $96,808.3614 DUCTILE IRON FITTINGS LB 2118 $12.12 $25,670.16 $0.01 $21.18 $13.40 $28,381.20 $15.59 $33,019.6215 INSULATION - 4" THICK SY 55 $60.00 $3,300.00 $58.05 $3,192.75 $57.00 $3,135.00 $67.35 $3,704.2516 IMPROVED PIPE FOUNDATION LF 1119 $0.01 $11.19 $7.40 $8,280.60 $5.50 $6,154.50 $10.60 $11,861.4017 1" CORPORATION STOP AND SADDLE EA 94 $246.68 $23,187.92 $558.00 $52,452.00 $860.00 $80,840.00 $555.28 $52,196.3218 1" TYPE "K" COPPER PIPE LF 470 $61.00 $28,670.00 $100.00 $47,000.00 $41.00 $19,270.00 $64.17 $30,159.9019 CONNECT TO EXISTING WATER SERVICE EA 94 $154.68 $14,539.92 $454.00 $42,676.00 $980.00 $92,120.00 $606.40 $57,001.6020 REMOVE AND REPLACE WATER GV BOX SECTION EA 10 $577.50 $5,775.00 $990.00 $9,900.00 $415.00 $4,150.00 $457.46 $4,574.6021 REPAIR CROSSING PIPE EA 43 $550.00 $23,650.00 $0.01 $0.43 $260.00 $11,180.00 $607.50 $26,122.5022 BULKHEAD WATERMAIN PIPE EA 2 $200.00 $400.00 $264.00 $528.00 $310.00 $620.00 $600.00 $1,200.0023 REMOVE TREE EA 20 $468.00 $9,360.00 $497.00 $9,940.00 $815.00 $16,300.00 $458.35 $9,167.0024 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SF 1850 $0.80 $1,480.00 $1.75 $3,237.50 $1.00 $1,850.00 $1.66 $3,071.0025 REMOVE CONCRETE DRIVEWAY PAVEMENT SF 3160 $0.80 $2,528.00 $3.05 $9,638.00 $2.00 $6,320.00 $2.00 $6,320.0026 REMOVE AND REPLACE CONCRETE CURB & GUTTER LF 4724 $27.92 $131,894.08 $22.30 $105,345.20 $25.00 $118,100.00 $20.56 $97,125.4427 COMMON EXCAVATION (CV) CY 1902 $28.95 $55,062.90 $32.85 $62,480.70 $27.50 $52,305.00 $30.00 $57,060.0028 AGGREGATE BASE, CLASS 5 TN 3618 $19.57 $70,804.26 $15.15 $54,812.70 $9.00 $32,562.00 $27.72 $100,290.9629 TYPE SP 9.5 BITUMINOUS MIXTURE FOR DRIVEWAYS (2,B)TN 41 $203.31 $8,335.71 $177.10 $7,261.10 $161.00 $6,601.00 $175.10 $7,179.1030 6" CONCRETE DRIVEWAY PAVEMENT SF 3160 $7.21 $22,783.60 $8.80 $27,808.00 $8.50 $26,860.00 $10.40 $32,864.00Northdale Construction Co., Inc.Bidder No. 3I hereby certify that this is an exactreproduction of bids received.2023 Infrastructure Improvements ProjectNew Hope, MinnesotaTuesday, February 28, 2023 at 2:00 PM CDT193805677Bidder No. 1Northwest Asphalt, Inc.GMH Asphalt CorporationBidder No. 2Bidder No. 4Valley Paving, Inc.193805677-Bid Tabs.xlsmBT-11090
BID TABULATIONItem NumItem Units Qty Unit Price Total Unit Price Total Unit Price Total Unit Price TotalNorthdale Construction Co., Inc.Bidder No. 3Bidder No. 1Northwest Asphalt, Inc. GMH Asphalt CorporationBidder No. 2 Bidder No. 4Valley Paving, Inc.31 EXPLORATORY DIGGING HR 14 $350.00 $4,900.00 $686.00 $9,604.00 $360.00 $5,040.00 $1,200.00 $16,800.00TOTAL PART 2: WATERMAIN$854,160.99 $939,209.25 $989,084.20 $1,048,158.53PART 3: SANITARY SEWER 32 REMOVE AND REPLACE SANITARY SEWER FRAME AND RINGS WITH HDPE RINGS AND FRAMEEA 52 $1,618.00 $84,136.00 $1,855.00 $96,460.00 $1,625.00 $84,500.00 $1,597.10 $83,049.2033 INTEGRAL CONCRETE RING LF 48 $150.00 $7,200.00 $142.00 $6,816.00 $400.00 $19,200.00 $357.50 $17,160.00TOTAL PART 3: SANITARY SEWER$91,336.00 $103,276.00 $103,700.00 $100,209.20PART 4: STORM SEWER 34 REMOVE EXISTING STORM PIPE LF 183 $10.00 $1,830.00 $10.55 $1,930.65 $42.00 $7,686.00 $20.00 $3,660.0035 REMOVE AND REPLACE STORM SEWER FRAME AND RINGS WITH HDPE RINGS AND FRAMEEA 20 $1,445.00 $28,900.00 $1,666.00 $33,320.00 $1,425.00 $28,500.00 $1,325.60 $26,512.0036 12" RCP STORM SEWER, CL 5 LF 93 $69.62 $6,474.66 $116.00 $10,788.00 $140.00 $13,020.00 $98.39 $9,150.2737 15" RCP STORM SEWER, CL 5 EA 70 $76.84 $5,378.80 $141.00 $9,870.00 $147.00 $10,290.00 $105.34 $7,373.8038 18" RCP STORM SEWER, CL 5 EA 20 $82.25 $1,645.00 $190.00 $3,800.00 $153.00 $3,060.00 $112.27 $2,245.4039 4' DIAMETER STORM SEWER CBMH EA 1 $4,565.00 $4,565.00 $6,302.00 $6,302.00 $6,400.00 $6,400.00 $5,545.15 $5,545.1540 2'x3' CB EA 12 $2,952.00 $35,424.00 $2,263.00 $27,156.00 $2,400.00 $28,800.00 $3,117.75 $37,413.0041 6" PVC NON-PERFORATED DRAIN TILE LF 5 $36.52 $182.60 $106.00 $530.00 $103.00 $515.00 $25.00 $125.0042 CONNECT TO STRUCTURE (DRAINTILE) EA 3 $400.00 $1,200.00 $528.00 $1,584.00 $515.00 $1,545.00 $600.00 $1,800.0043 CONNECT TO EXISTING STORM SEWER PIPE EA 16 $1,020.00 $16,320.00 $791.00 $12,656.00 $2,425.00 $38,800.00 $2,000.00 $32,000.0044 TELEVISE STORM SEWER LF 25 $20.00 $500.00 $21.10 $527.50 $52.00 $1,300.00 $20.00 $500.00TOTAL PART 4: STORM SEWER $102,420.06 $108,464.15 $139,916.00 $126,324.62PART 5: STREETS45 TEMPORARY MAIL LS 1 $2,625.00 $2,625.00 $2,638.00 $2,638.00 $2,600.00 $2,600.00 $2,575.00 $2,575.0046 INLET PROTECTION EA 45 $100.00 $4,500.00 $117.00 $5,265.00 $150.00 $6,750.00 $309.00 $13,905.0047 BIO-LOG, TYPE WOOD FIBER LF 135 $3.50 $472.50 $3.85 $519.75 $4.00 $540.00 $4.12 $556.2048 SEED WITH HYDROMULCH SY 548 $5.00 $2,740.00 $5.50 $3,014.00 $2.60 $1,424.80 $5.15 $2,822.2049 MILL BITUMINOUS PAVEMENT - 2.0" DEPTH SY 6315 $4.64 $29,301.60 $1.60 $10,104.00 $1.75 $11,051.25 $2.61 $16,482.1550 RECLAIM AND SHAPE BITUMINOUS PAVEMENT SY 36246 $5.28 $191,378.88 $4.00 $144,984.00 $3.05 $110,550.30 $3.15 $114,174.9051 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LF 875 $3.00 $2,625.00 $2.79 $2,441.25 $3.00 $2,625.00 $2.32 $2,030.0052 SAWING CONCRETE PAVEMENT (FULL DEPTH) LF 60 $4.50 $270.00 $6.80 $408.00 $5.00 $300.00 $5.67 $340.2053 SALVAGE AND REINSTALL NAME BLADES SIGN EA 6 $394.00 $2,364.00 $396.00 $2,376.00 $325.00 $1,950.00 $360.50 $2,163.0054 SALVAGE SIGN EA 6 $52.50 $315.00 $52.75 $316.50 $310.00 $1,860.00 $309.00 $1,854.0055 LANDSCAPE ALLOWANCE FUND LS 1 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.0056 REMOVE AND REPLACE CONCRETE CURB & GUTTER LF 1780 $33.21 $59,113.80 $40.70 $72,446.00 $41.50 $73,870.00 $34.72 $61,801.6057 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SF 3600 $0.40 $1,440.00 $1.00 $3,600.00 $1.00 $3,600.00 $1.66 $5,976.0058 REMOVE CONCRETE DRIVEWAY PAVEMENT SF 3870 $0.80 $3,096.00 $1.75 $6,772.50 $2.00 $7,740.00 $2.00 $7,740.0059 REMOVE CONCRETE SIDEWALK SY 38 $6.00 $228.00 $10.00 $380.00 $19.00 $722.00 $20.00 $760.0060 COMMON EXCAVATION (CV) CY 105 $28.65 $3,008.25 $0.01 $1.05 $54.00 $5,670.00 $30.00 $3,150.0061 AGGREGATE BASE, CLASS 5 - (SPECIAL) TN 1758 $0.01 $17.58 $0.01 $17.58 $7.50 $13,185.00 $28.95 $50,894.1062 BITUMINOUS PATCHING (SPECIAL) - TYPE SP 12.5 NON-WEARING COURSE MIXTURE(2, B)TN 184 $384.38 $70,725.92 $150.00 $27,600.00 $138.00 $25,392.00 $139.05 $25,585.2063 BITUMINOUS MATERIAL FOR TACK COAT GAL 2128 $3.50 $7,448.00 $3.20 $6,809.60 $2.00 $4,256.00 $3.86 $8,214.0864 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) TN 8025 $54.12 $434,313.00 $80.20 $643,605.00 $82.00 $658,050.00 $80.65 $647,216.2565 TYPE SP 9.5 BITUMINOUS MIXTURE FOR DRIVEWAYS (2,B)TN 77 $203.31 $15,654.87 $177.10 $13,636.70 $161.00 $12,397.00 $175.10 $13,482.7066 4" CONCRETE SIDEWALK SF 113 $15.35 $1,734.55 $7.75 $875.75 $8.00 $904.00 $9.73 $1,099.4967 6" CONCRETE PEDESTRIAN RAMP SF 170 $16.27 $2,765.90 $16.10 $2,737.00 $16.00 $2,720.00 $17.66 $3,002.20193805677-Bid Tabs.xlsmBT-2
BID TABULATIONItem NumItem Units Qty Unit Price Total Unit Price Total Unit Price Total Unit Price TotalNorthdale Construction Co., Inc.Bidder No. 3Bidder No. 1Northwest Asphalt, Inc. GMH Asphalt CorporationBidder No. 2 Bidder No. 4Valley Paving, Inc.68 6" CONCRETE DRIVEWAY PAVEMENT SF 3670 $7.51 $27,561.70 $8.80 $32,296.00 $9.00 $33,030.00 $10.40 $38,168.0069 TRUNCATED DOME SURFACE SF 32 $68.25 $2,184.00 $54.40 $1,740.80 $52.00 $1,664.00 $53.92 $1,725.4470 MASTIC PRIOR TO WEAR PAVING LF 26953 $0.66 $17,788.98 $0.78 $21,023.34 $0.60 $16,171.80 $0.65 $17,519.4571 TEMPORARY SEED WITH HYDROMULCH SY 2250 $1.00 $2,250.00 $1.10 $2,475.00 $1.50 $3,375.00 $2.06 $4,635.0072 EROSION CONTROL COMPOST BLANKET - BLOWN WITH SEEDSY 3006 $4.72 $14,188.32 $4.90 $14,729.40 $6.25 $18,787.50 $9.27 $27,865.6273 TOPSOIL BORROW, MNDOT 3877.2B (LV) CY 42 $40.45 $1,698.90 $49.30 $2,070.60 $65.00 $2,730.00 $47.63 $2,000.4674 WATER FOR DUST CONTROL MGAL 195 $50.00 $9,750.00 $54.00 $10,530.00 $41.00 $7,995.00 $50.00 $9,750.0075 STREET SWEEPER WITH PICKUP BROOM HR 60 $175.00 $10,500.00 $158.00 $9,480.00 $170.00 $10,200.00 $154.50 $9,270.00TOTAL PART 5: STREETS$932,059.75 $1,054,892.82 $1,052,110.65 $1,106,758.24BASE BID SUMMARYTOTAL PART 1: GENERAL$100,056.00 $128,910.00 $142,200.00 $50,110.50TOTAL PART 2: WATERMAIN $854,160.99 $939,209.25 $989,084.20 $1,048,158.53TOTAL PART 3: STORM SEWER $91,336.00 $103,276.00 $103,700.00 $100,209.20TOTAL PART 4: SANITARY SEWER $102,420.06 $108,464.15 $139,916.00 $126,324.62TOTAL PART 5: STREETS$932,059.75 $1,054,892.82 $1,052,110.65 $1,106,758.24TOTAL BASE BID$2,080,032.80 $2,334,752.22 $2,427,010.85 $2,431,561.09ALTERNATE NO. 1: LIBERTY PARK BASKETBALL COURT RESURFACING76 MOBILIZATION LS 1 $3,865.00 $3,865.00 $1,500.00 $1,500.00 $6,200.00 $6,200.00 $3,184.50 $3,184.5077 REMOVE EX. BASKETBALL HOOP EA 2 $795.00 $1,590.00 $791.00 $1,582.00 $865.00 $1,730.00 $772.50 $1,545.0078 RECLAIM AND SHAPE BITUMINOUS PAVEMENT SY 544 $8.04 $4,373.76 $14.50 $7,888.00 $11.00 $5,984.00 $8.68 $4,721.9279 SILT FENCE, TYPE MACHINE SLICED LF 90 $3.50 $315.00 $6.10 $549.00 $5.00 $450.00 $5.15 $463.5080 COMMON EXCAVATION (CV) CY 15 $28.65 $429.75 $35.00 $525.00 $50.00 $750.00 $40.00 $600.0081 AGGREGATE BASE, CLASS 5 TN 50 $15.41 $770.50 $15.50 $775.00 $32.00 $1,600.00 $33.38 $1,669.0082 TYPE S.P. 9.5 BITUMINOUS WEARING MIXTURE (2,C) TN 70 $118.52 $8,296.40 $155.30 $10,871.00 $176.00 $12,320.00 $206.00 $14,420.0083 COURT COLORING/STRIPING SF 4896 $1.37 $6,707.52 $1.37 $6,707.52 $1.50 $7,344.00 $1.34 $6,560.6484 TEMPORARY HYDROMULCH SY 161 $2.00 $322.00 $2.21 $355.81 $1.55 $249.55 $6.18 $994.9885 LOAM TOPSOIL BORROW (LV) CY 27 $40.45 $1,092.15 $51.35 $1,386.45 $65.00 $1,755.00 $47.63 $1,286.0186 EROSION CONTROL COMPOST BLANKET BLOWN W/ MNDOT 25-151 SEEDSY 161 $19.55 $3,147.55 $20.50 $3,300.50 $7.00 $1,127.00 $12.36 $1,989.9687 BASKETBALL NEW HOOP WITH FOUNDATION LS 2 $4,725.00 $9,450.00 $4,748.00 $9,496.00 $5,600.00 $11,200.00 $4,635.00 $9,270.0088 STREET SWEEPER WITH PICKUP BROOM HR 5 $0.01 $0.05 $158.00 $790.00 $50.00 $250.00 $154.50 $772.50TOTAL ALTERNATE NO. 1: LIBERTY PARK BASKETBALL COURT RESURFACING$40,359.68 $45,726.28 $50,959.55 $47,478.01ALTERNATE NO. 2: HIDDEN VALLEY PARK TRAIL IMPROVEMENTS89 MOBILIZATION LS 1 $3,840.00 $3,840.00 $1,200.00 $1,200.00 $6,200.00 $6,200.00 $3,184.50 $3,184.5090 RECLAIM AND SHAPE BITUMINOUS PAVEMENT SY 834 $6.03 $5,029.02 $8.50 $7,089.00 $9.00 $7,506.00 $6.71 $5,596.1491 INLET PROTECTION EA 2 $100.00 $200.00 $117.00 $234.00 $150.00 $300.00 $309.00 $618.0092 BIO-LOG, TYPE WOOD FIBER LF 100 $3.50 $350.00 $3.85 $385.00 $4.00 $400.00 $4.12 $412.0093 COMMON EXCAVATION (CV) CY 65 $28.65 $1,862.25 $1.00 $65.00 $47.00 $3,055.00 $40.00 $2,600.0094 TYPE SP 9.5 BITUMINOUS MIXTURE FOR TRAIL (2,B) TN 160 $90.80 $14,528.00 $103.60 $16,576.00 $115.00 $18,400.00 $102.49 $16,398.4095 EROSION CONTROL COMPOST BLANKET - BLOWN WITH SEEDSY 420 $14.65 $6,153.00 $15.40 $6,468.00 $7.00 $2,940.00 $12.36 $5,191.2096 TOPSOIL BORROW, MNDOT 3877.2B (LV) CY 6 $40.45 $242.70 $91.95 $551.70 $65.00 $390.00 $47.63 $285.7897 WATER FOR DUST CONTROL MGAL 4 $0.01 $0.04 $75.00 $300.00 $1.00 $4.00 $50.00 $200.0098 STREET SWEEPER WITH PICKUP BROOM HR 5 $0.01 $0.05 $158.00 $790.00 $50.00 $250.00 $154.50 $772.50TOTAL ALTERNATE NO. 2: HIDDEN VALLEY PARK TRAIL IMPROVEMENTS$32,205.06 $33,658.70 $39,445.00 $35,258.52193805677-Bid Tabs.xlsmBT-3
BID TABULATIONItem NumItem Units Qty Unit Price Total Unit Price Total Unit Price Total Unit Price TotalNorthdale Construction Co., Inc.Bidder No. 3Bidder No. 1Northwest Asphalt, Inc. GMH Asphalt CorporationBidder No. 2 Bidder No. 4Valley Paving, Inc.ALTERNATE NO. 3: MEADOW LAKE ELEMENTARY PICKLE BALL COURT99 MOBILIZATION LS 1 $259.00 $259.00 $500.00 $500.00 $2,000.00 $2,000.00 $2,412.00 $2,412.00100 REMOVE EXISTING TENNIS COURT POSTS EA 6 $790.00 $4,740.00 $791.00 $4,746.00 $350.00 $2,100.00 $515.00 $3,090.00101 COURT COLORING/STRIPING SF 18720 $1.60 $29,952.00 $1.61 $30,139.20 $1.20 $22,464.00 $1.58 $29,577.60102 CORE FOR NEW PICKLEBALL POST EA 16 $525.00 $8,400.00 $528.00 $8,448.00 $110.00 $1,760.00 $515.00 $8,240.00103 4' CHAIN LINK FENCE BETWEEN NORTH/SOUTH COURTSLF 142 $62.50 $8,875.00 $62.75 $8,910.50 $50.00 $7,100.00 $61.38 $8,715.96104 PICKLEBALL POST AND NET ASSEMBLY LS 8 $2,625.00 $21,000.00 $2,638.00 $21,104.00 $2,000.00 $16,000.00 $2,575.00 $20,600.00105 PATCH TENNIS COURT PAVEMENT SF 120 $9.66 $1,159.20 $15.00 $1,800.00 $17.00 $2,040.00 $9.48 $1,137.60TOTAL ALTERNATE NO. 3: MEADOW LAKE ELEMENTARY PICKLE BALL COURT$74,385.20 $75,647.70 $53,464.00 $73,773.16ALTERNATE NO. 4: MEADOW LAKE STORM OUTLET106 MOBILIZATION LS 1 $1,870.00 $1,870.00 $1,000.00 $1,000.00 $2,500.00 $2,500.00 $3,412.00 $3,412.00107 CLEAR AND GRUB LS 1 $2,890.00 $2,890.00 $3,069.00 $3,069.00 $950.00 $950.00 $2,832.50 $2,832.50108 REMOVE TREE EA 15 $393.00 $5,895.00 $419.00 $6,285.00 $425.00 $6,375.00 $386.25 $5,793.75109 FLOATING SILT FENCE LF 50 $25.00 $1,250.00 $17.10 $855.00 $19.00 $950.00 $309.00 $15,450.00110 BIO-LOG, TYPE WOOD FIBER LF 100 $3.50 $350.00 $3.85 $385.00 $4.00 $400.00 $4.12 $412.00111 COMMON EXCAVATION (CV) CY 22 $28.65 $630.30 $20.00 $440.00 $83.00 $1,826.00 $40.00 $880.00112 REGRADE OUTLET LS 1 $550.00 $550.00 $2,650.00 $2,650.00 $1,000.00 $1,000.00 $12,000.00 $12,000.00113 GEOTEXTILE FABRIC, TYPE IV SY 20 $5.50 $110.00 $15.00 $300.00 $5.00 $100.00 $22.15 $443.00114 RIP RAP, CL. 3 CY 50 $135.00 $6,750.00 $120.85 $6,042.50 $148.00 $7,400.00 $250.00 $12,500.00115 STREET SWEEPER WITH PICKUP BROOM HR 15 $0.01 $0.15 $158.00 $2,370.00 $50.00 $750.00 $154.50 $2,317.50TOTAL ALTERNATE NO. 4: MEADOW LAKE STORM OUTLET$20,295.45 $23,396.50 $22,251.00 $56,040.75SUMMARYTOTAL BASE BID$2,080,032.80 $2,334,752.22 $2,427,010.85 $2,431,561.09TOTAL ALTERNATE NO. 1$40,359.68 $45,726.28 $50,959.55 $47,478.01TOTAL ALTERNATE NO. 2$32,205.06 $33,658.70 $39,445.00 $35,258.52TOTAL ALTERNATE NO. 3$74,385.20 $75,647.70 $53,464.00 $73,773.16TOTAL ALTERNATE NO. 4$20,295.45 $23,396.50 $22,251.00 $56,040.75Phone:Email:jgylland@nwasphalt.netgmh@gmhasphalt.comBrent@valleypaving.comphill@northdaleconst.comSigned By: Jeremy GyllandBrent Carron Philip B. LesnarTitle: Project ManagerVice President President PresidentBid Bond Bid Bond Bid Bond Bid Bond1, 2, 3 1, 2, 3 1, 2, 3 1, 2, 3Contractor Name and Address:Northwest Asphalt Inc. Valley Paving, Inc.1451 Stagecoach Rd.Shakopee, MNGMH Asphalt Corporation9180 Laketown Rd.Chaska, MN 553188800 13th Ave. E.Northdale Construction Co., Inc.9760 71st St. NEAlbertville, MN 55301Shakopee, MN 55379Bid Security:Addenda Acknowledged:(952) 292-8368 (952) 445-8615 (763) 428-4868(952) 442-5288Brandon E. Butorac193805677-Bid Tabs.xlsmBT-4
BID TABULATIONItem NumItemUnits QtyBASE BIDPART 1: GENERAL1 MOBILIZATIONLS 12 TRAFFIC CONTROLLS 13 QUALITY SERVICE LOCATES (GPS - UTILITY DATA COLLECTION)LS 1TOTAL PART 1: GENERALPART 2: WATERMAIN4 REMOVE EXISTING WATERMAIN LF 42555 REMOVE WATER SERVICEEA 946 REMOVE HYDRANT, VALVE AND BOXEA 97 REMOVE VALVE AND BOXEA 158ADJUST VALVE BOXEA 49 TEMPORARY WATER SERVICELS 110 CONNECT TO EXISTING WATERMAINEA 1211 6" PVC WATER MAIN, C900-DR18, WITH TRACER WIRE LF 447512 6" GATE VALVE AND BOXEA 1513 HYDRANT INSTALLATION W/ 6" GATE VALVE AND BOX EA 11.0014 DUCTILE IRON FITTINGSLB 211815 INSULATION - 4" THICKSY 5516 IMPROVED PIPE FOUNDATIONLF 111917 1" CORPORATION STOP AND SADDLEEA 9418 1" TYPE "K" COPPER PIPELF 47019 CONNECT TO EXISTING WATER SERVICEEA 9420 REMOVE AND REPLACE WATER GV BOX SECTION EA 1021 REPAIR CROSSING PIPEEA 4322 BULKHEAD WATERMAIN PIPEEA 223 REMOVE TREEEA 2024 REMOVE BITUMINOUS DRIVEWAY PAVEMENTSF 185025 REMOVE CONCRETE DRIVEWAY PAVEMENTSF 316026 REMOVE AND REPLACE CONCRETE CURB & GUTTER LF 472427 COMMON EXCAVATION (CV)CY 190228 AGGREGATE BASE, CLASS 5TN 361829 TYPE SP 9.5 BITUMINOUS MIXTURE FOR DRIVEWAYS (2,B)TN 4130 6" CONCRETE DRIVEWAY PAVEMENTSF 3160Unit PriceTotalUnit PriceTotalUnit PriceTotalUnit PriceTotal$120,000.00 $120,000.00 $132,000.00 $132,000.00 $164,732.18 $164,732.18 $100,000.00 $100,000.00$86,600.00$86,600.00 $55,695.00$55,695.00 $8,088.41$8,088.41 $7,900.00$7,900.00$15,300.00$15,300.00 $500.00$500.00 $27,142.32$27,142.32 $6,800.00$6,800.00$221,900.00$188,195.00$199,962.91$114,700.00$9.20$39,146.00 $5.35$22,764.25 $1.09$4,637.95 $20.00$85,100.00$20.40$1,917.60 $107.00$10,058.00 $54.28$5,102.32 $145.00$13,630.00$669.00$6,021.00 $695.94$6,263.46 $1,085.69$9,771.21 $800.00$7,200.00$465.00$6,975.00 $749.00$11,235.00 $271.42$4,071.30 $600.00$9,000.00$543.00$2,172.00 $425.00$1,700.00 $651.42$2,605.68 $500.00$2,000.00$59,200.00$59,200.00 $75,529.42$75,529.42 $32,570.78$32,570.78 $40,000.00$40,000.00$1,110.00$13,320.00 $1,859.13$22,309.56 $2,714.23$32,570.76 $2,900.00$34,800.00$47.90 $214,352.50 $65.50 $293,112.50 $57.54 $257,491.50 $80.00 $358,000.00$2,650.00$39,750.00 $2,422.88$36,343.20 $2,931.37$43,970.55 $2,500.00$37,500.00$8,580.00$94,380.00 $9,416.81 $103,584.91 $11,399.77 $125,397.47 $8,500.00$93,500.00$13.30$28,169.40 $16.68$35,328.24 $10.86$23,001.48 $15.00$31,770.00$56.10$3,085.50 $72.06$3,963.30 $86.86$4,777.30 $150.00$8,250.00$5.10$5,706.90 $11.34$12,689.46 $8.69$9,724.11 $0.01$11.19$850.00$79,900.00 $594.15$55,850.10 $797.98$75,010.12 $1,030.00$96,820.00$40.60$19,082.00 $68.66$32,270.20 $76.00$35,720.00 $44.00$20,680.00$970.00$91,180.00 $648.85$60,991.90 $569.99$53,579.06 $900.00$84,600.00$698.00$6,980.00 $489.48$4,894.80 $1,085.69$10,856.90 $800.00$8,000.00$255.00$10,965.00 $650.03$27,951.29 $325.71$14,005.53 $550.00$23,650.00$306.00$612.00 $642.00$1,284.00 $814.27$1,628.54 $600.00$1,200.00$454.00$9,080.00 $495.00$9,900.00 $998.84$19,976.80 $790.00$15,800.00$1.25$2,312.50 $1.50$2,775.00 $1.76$3,256.00 $1.25$2,312.50$1.20$3,792.00 $2.00$6,320.00 $2.08$6,572.80 $1.15$3,634.00$30.10 $142,192.40 $31.24 $147,577.76 $28.53 $134,775.72 $27.00 $127,548.00$58.50 $111,267.00 $32.00$60,864.00 $46.93$89,260.86 $20.00$38,040.00$0.01$36.18 $24.00$86,832.00 $23.62$85,457.16 $26.00$94,068.00$237.00$9,717.00 $185.00$7,585.00 $271.42$11,128.22 $388.00$15,908.00$7.30$23,068.00 $7.17$22,657.20 $8.41$26,575.60 $11.65$36,814.00Bidder No. 8S. R. Weidema, IncorporatedBidder No. 5Park Construction CompanyBidder No. 6T.A. Schifsky & Sons, Inc.Bidder No. 7North Valley, Inc.193805677-Bid Tabs.xlsmBT-5
BID TABULATIONItem NumItemUnits Qty31 EXPLORATORY DIGGINGHR 14TOTAL PART 2: WATERMAINPART 3: SANITARY SEWER 32 REMOVE AND REPLACE SANITARY SEWER FRAME AND RINGS WITH HDPE RINGS AND FRAMEEA 5233 INTEGRAL CONCRETE RINGLF 48TOTAL PART 3: SANITARY SEWERPART 4: STORM SEWER 34 REMOVE EXISTING STORM PIPELF 18335 REMOVE AND REPLACE STORM SEWER FRAME AND RINGS WITH HDPE RINGS AND FRAMEEA 2036 12" RCP STORM SEWER, CL 5LF 9337 15" RCP STORM SEWER, CL 5EA 7038 18" RCP STORM SEWER, CL 5EA 2039 4' DIAMETER STORM SEWER CBMHEA 140 2'x3' CBEA 1241 6" PVC NON-PERFORATED DRAIN TILELF 542 CONNECT TO STRUCTURE (DRAINTILE)EA 343 CONNECT TO EXISTING STORM SEWER PIPEEA 1644 TELEVISE STORM SEWERLF 25TOTAL PART 4: STORM SEWER PART 5: STREETS45 TEMPORARY MAILLS 146 INLET PROTECTIONEA 4547 BIO-LOG, TYPE WOOD FIBERLF 13548 SEED WITH HYDROMULCHSY 54849 MILL BITUMINOUS PAVEMENT - 2.0" DEPTHSY 631550 RECLAIM AND SHAPE BITUMINOUS PAVEMENTSY 3624651 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)LF 87552 SAWING CONCRETE PAVEMENT (FULL DEPTH)LF 6053 SALVAGE AND REINSTALL NAME BLADES SIGNEA 654 SALVAGE SIGNEA 655 LANDSCAPE ALLOWANCE FUNDLS 156 REMOVE AND REPLACE CONCRETE CURB & GUTTER LF 178057 REMOVE BITUMINOUS DRIVEWAY PAVEMENTSF 360058 REMOVE CONCRETE DRIVEWAY PAVEMENTSF 387059 REMOVE CONCRETE SIDEWALKSY 3860 COMMON EXCAVATION (CV)CY 10561 AGGREGATE BASE, CLASS 5 - (SPECIAL) TN 175862 BITUMINOUS PATCHING (SPECIAL) - TYPE SP 12.5 NON-WEARING COURSE MIXTURE(2, B)TN 18463 BITUMINOUS MATERIAL FOR TACK COATGAL 212864 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B)TN 802565 TYPE SP 9.5 BITUMINOUS MIXTURE FOR DRIVEWAYS (2,B)TN 7766 4" CONCRETE SIDEWALKSF 11367 6" CONCRETE PEDESTRIAN RAMPSF 170Unit PriceTotalUnit PriceTotalUnit PriceTotalUnit PriceTotalBidder No. 8S. R. Weidema, IncorporatedBidder No. 5Park Construction CompanyBidder No. 6T.A. Schifsky & Sons, Inc.Bidder No. 7North Valley, Inc.$357.00$4,998.00 $1,284.00$17,976.00 $1,085.69$15,199.66 $1,100.00$15,400.00$1,029,377.98$1,180,610.55$1,138,695.38$1,305,235.69$1,760.00$91,520.00 $1,350.00$70,200.00 $1,519.97$79,038.44 $1,225.00$63,700.00$637.00$30,576.00 $225.00$10,800.00 $1,085.69$52,113.12 $295.00$14,160.00$122,096.00$81,000.00$131,151.56$77,860.00$40.80$7,466.40 $21.40$3,916.20 $10.86$1,987.38 $35.00$6,405.00$1,310.00$26,200.00 $950.00$19,000.00 $1,519.97$30,399.40 $1,225.00$24,500.00$138.00$12,834.00 $105.28$9,791.04 $92.28$8,582.04 $120.00$11,160.00$145.00$10,150.00 $112.71$7,889.70 $100.97$7,067.90 $130.00$9,100.00$150.00$3,000.00 $120.13$2,402.60 $108.57$2,171.40 $190.00$3,800.00$6,670.00$6,670.00 $5,049.92$5,049.92 $7,599.85$7,599.85 $7,700.00$7,700.00$2,520.00$30,240.00 $2,452.60$29,431.20 $4,342.77$52,113.24 $3,700.00$44,400.00$102.00$510.00 $26.75$133.75 $54.29$271.45 $18.00$90.00$510.00$1,530.00 $642.00$1,926.00 $814.27$2,442.81 $245.00$735.00$2,400.00$38,400.00 $2,140.00$34,240.00 $1,411.40$22,582.40 $3,100.00$49,600.00$765.00$19,125.00 $21.40$535.00 $54.28$1,357.00 $3.50$87.50$156,125.40$114,315.41$136,574.87$157,577.50$2,550.00$2,550.00 $3,000.00$3,000.00 $2,714.24$2,714.24 $2,500.00$2,500.00$195.00$8,775.00 $150.00$6,750.00 $271.42$12,213.90 $440.00$19,800.00$7.05$951.75 $8.50$1,147.50 $2.16$291.60 $4.00$540.00$5.65$3,096.20 $10.00$5,480.00 $3.25$1,781.00 $5.00$2,740.00$1.70$10,735.50 $2.10$13,261.50 $2.18$13,766.70 $1.55$9,788.25$4.50 $163,107.00 $5.40 $195,728.40 $5.20 $188,479.20 $4.25 $154,045.50$2.70$2,362.50 $4.50$3,937.50 $2.71$2,371.25 $8.50$7,437.50$5.10$306.00 $4.50$270.00 $21.71$1,302.60 $10.70$642.00$383.00$2,298.00 $400.00$2,400.00 $407.14$2,442.84 $315.00$1,890.00$51.00$306.00 $55.00$330.00 $54.29$325.74 $300.00$1,800.00$10,000.00$10,000.00 $10,000.00$10,000.00 $10,000.00$10,000.00 $10,000.00$10,000.00$45.40$80,812.00 $37.45$66,661.00 $41.36$73,620.80 $39.00$69,420.00$1.45$5,220.00 $1.00$3,600.00 $1.76$6,336.00 $4.15$14,940.00$2.25$8,707.50 $1.25$4,837.50 $2.08$8,049.60 $3.15$12,190.50$54.30$2,063.40 $18.00$684.00 $19.00$722.00 $14.75$560.50$45.10$4,735.50 $32.00$3,360.00 $81.43$8,550.15 $28.00$2,940.00$15.00$26,370.00 $24.00$42,192.00 $23.61$41,506.38 $26.50$46,587.00$200.00$36,800.00 $135.00$24,840.00 $205.53$37,817.52 $160.00$29,440.00$3.15$6,703.20 $0.01$21.28 $4.18$8,895.04 $3.75$7,980.00$77.60 $622,740.00 $74.00 $593,850.00 $77.95 $625,548.75 $78.30 $628,357.50$204.00$15,708.00 $185.00$14,245.00 $271.42$20,899.34 $204.50$15,746.50$14.80$1,672.40 $8.72$985.36 $7.71$871.23 $12.45$1,406.85$16.40$2,788.00 $14.71$2,500.70 $16.07$2,731.90 $14.95$2,541.50193805677-Bid Tabs.xlsmBT-6
BID TABULATIONItem NumItemUnits Qty68 6" CONCRETE DRIVEWAY PAVEMENTSF 367069 TRUNCATED DOME SURFACESF 3270 MASTIC PRIOR TO WEAR PAVINGLF 2695371 TEMPORARY SEED WITH HYDROMULCHSY 225072 EROSION CONTROL COMPOST BLANKET - BLOWN WITH SEEDSY 300673 TOPSOIL BORROW, MNDOT 3877.2B (LV)CY 4274 WATER FOR DUST CONTROLMGAL 19575 STREET SWEEPER WITH PICKUP BROOMHR 60TOTAL PART 5: STREETSBASE BID SUMMARYTOTAL PART 1: GENERALTOTAL PART 2: WATERMAIN TOTAL PART 3: STORM SEWER TOTAL PART 4: SANITARY SEWER TOTAL PART 5: STREETSTOTAL BASE BIDALTERNATE NO. 1: LIBERTY PARK BASKETBALL COURT RESURFACING76 MOBILIZATIONLS 177 REMOVE EX. BASKETBALL HOOPEA 278 RECLAIM AND SHAPE BITUMINOUS PAVEMENTSY 54479 SILT FENCE, TYPE MACHINE SLICEDLF 9080 COMMON EXCAVATION (CV)CY 1581 AGGREGATE BASE, CLASS 5TN 5082 TYPE S.P. 9.5 BITUMINOUS WEARING MIXTURE (2,C) TN 7083 COURT COLORING/STRIPINGSF 489684 TEMPORARY HYDROMULCHSY 16185 LOAM TOPSOIL BORROW (LV)CY 2786 EROSION CONTROL COMPOST BLANKET BLOWN W/ MNDOT 25-151 SEEDSY 16187 BASKETBALL NEW HOOP WITH FOUNDATIONLS 288 STREET SWEEPER WITH PICKUP BROOMHR 5TOTAL ALTERNATE NO. 1: LIBERTY PARK BASKETBALL COURT RESURFACINGALTERNATE NO. 2: HIDDEN VALLEY PARK TRAIL IMPROVEMENTS89 MOBILIZATIONLS 190 RECLAIM AND SHAPE BITUMINOUS PAVEMENTSY 83491 INLET PROTECTIONEA 292 BIO-LOG, TYPE WOOD FIBERLF 10093 COMMON EXCAVATION (CV)CY 6594 TYPE SP 9.5 BITUMINOUS MIXTURE FOR TRAIL (2,B)TN 16095 EROSION CONTROL COMPOST BLANKET - BLOWN WITH SEEDSY 42096 TOPSOIL BORROW, MNDOT 3877.2B (LV)CY 697 WATER FOR DUST CONTROLMGAL 498 STREET SWEEPER WITH PICKUP BROOMHR 5TOTAL ALTERNATE NO. 2: HIDDEN VALLEY PARK TRAIL IMPROVEMENTSUnit PriceTotalUnit PriceTotalUnit PriceTotalUnit PriceTotalBidder No. 8S. R. Weidema, IncorporatedBidder No. 5Park Construction CompanyBidder No. 6T.A. Schifsky & Sons, Inc.Bidder No. 7North Valley, Inc.$6.80$24,956.00 $7.49$27,488.30 $8.41$30,864.70 $9.10$33,397.00$67.30$2,153.60 $72.75$2,328.00 $54.28$1,736.96 $50.50$1,616.00$0.64$17,249.92 $0.78$21,023.34 $0.87$23,449.11 $0.65$17,519.45$1.30$2,925.00 $2.00$4,500.00 $2.49$5,602.50 $2.00$4,500.00$7.00$21,042.00 $13.00$39,078.00 $3.25$9,769.50 $9.00$27,054.00$72.60$3,049.20 $65.00$2,730.00 $92.28$3,875.76 $35.00$1,470.00$51.40$10,023.00 $35.00$6,825.00 $48.86$9,527.70 $95.25$18,573.75$168.00$10,080.00 $160.00$9,600.00 $200.85$12,051.00 $150.00$9,000.00$1,110,286.67$1,113,654.38$1,168,115.01$1,156,423.80$221,900.00$188,195.00$199,962.91$114,700.00$1,029,377.98$1,180,610.55$1,138,695.38$1,305,235.69$122,096.00$81,000.00$131,151.56$77,860.00$156,125.40$114,315.41$136,574.87$157,577.50$1,110,286.67$1,113,654.38$1,168,115.01$1,156,423.80$2,639,786.05$2,677,775.34$2,774,499.73$2,811,796.99$5,520.00$5,520.00 $3,500.00$3,500.00 $3,039.94$3,039.94 $5,000.00$5,000.00$777.00$1,554.00 $250.00$500.00 $1,628.54$3,257.08 $700.00$1,400.00$8.15$4,433.60 $9.00$4,896.00 $13.80$7,507.20 $9.65$5,249.60$12.80$1,152.00 $5.00$450.00 $2.70$243.00 $5.00$450.00$77.90$1,168.50 $65.00$975.00 $92.28$1,384.20 $36.20$543.00$52.30$2,615.00 $35.00$1,750.00 $48.86$2,443.00 $26.65$1,332.50$127.00$8,890.00 $125.00$8,750.00 $143.97$10,077.90 $200.00$14,000.00$1.35$6,609.60 $1.39$6,805.44 $3.11$15,226.56 $2.90$14,198.40$7.05$1,135.05 $2.00$322.00 $2.49$400.89 $6.00$966.00$91.70$2,475.90 $45.00$1,215.00 $92.28$2,491.56 $36.00$972.00$5.15$829.15 $8.10$1,304.10 $3.25$523.25 $12.00$1,932.00$4,660.00$9,320.00 $4,500.00$9,000.00 $5,858.40$11,716.80 $5,920.00$11,840.00$163.00$815.00 $160.00$800.00 $200.85$1,004.25 $150.00$750.00$46,517.80$40,267.54$59,315.63$58,633.50$4,630.00$4,630.00 $3,500.00$3,500.00 $2,008.53$2,008.53 $7,500.00$7,500.00$6.40$5,337.60 $7.00$5,838.00 $9.44$7,872.96 $11.40$9,507.60$196.00$392.00 $150.00$300.00 $271.43$542.86 $440.00$880.00$7.05$705.00 $3.50$350.00 $2.16$216.00 $4.00$400.00$67.00$4,355.00 $45.00$2,925.00 $81.43$5,292.95 $28.00$1,820.00$102.00$16,320.00 $110.00$17,600.00 $107.59$17,214.40 $99.50$15,920.00$5.15$2,163.00 $13.00$5,460.00 $3.25$1,365.00 $12.00$5,040.00$132.00$792.00 $50.00$300.00 $108.57$651.42 $35.00$210.00$51.30$205.20 $35.00$140.00 $48.86$195.44 $95.00$380.00$170.00$850.00 $160.00$800.00 $200.85$1,004.25 $150.00$750.00$35,749.80$37,213.00$36,363.81$42,407.60193805677-Bid Tabs.xlsmBT-7
BID TABULATIONItem NumItemUnits QtyALTERNATE NO. 3: MEADOW LAKE ELEMENTARY PICKLE BALL COURT99 MOBILIZATION LS 1100 REMOVE EXISTING TENNIS COURT POSTS EA 6101 COURT COLORING/STRIPING SF 18720102 CORE FOR NEW PICKLEBALL POST EA 16103 4' CHAIN LINK FENCE BETWEEN NORTH/SOUTH COURTSLF 142104 PICKLEBALL POST AND NET ASSEMBLY LS 8105 PATCH TENNIS COURT PAVEMENT SF 120TOTAL ALTERNATE NO. 3: MEADOW LAKE ELEMENTARY PICKLE BALL COURTALTERNATE NO. 4: MEADOW LAKE STORM OUTLET106 MOBILIZATION LS 1107 CLEAR AND GRUB LS 1108 REMOVE TREE EA 15109 FLOATING SILT FENCE LF 50110 BIO-LOG, TYPE WOOD FIBER LF 100111 COMMON EXCAVATION (CV) CY 22112 REGRADE OUTLET LS 1113 GEOTEXTILE FABRIC, TYPE IV SY 20114 RIP RAP, CL. 3 CY 50115 STREET SWEEPER WITH PICKUP BROOM HR 15TOTAL ALTERNATE NO. 4: MEADOW LAKE STORM OUTLETSUMMARYTOTAL BASE BIDTOTAL ALTERNATE NO. 1TOTAL ALTERNATE NO. 2TOTAL ALTERNATE NO. 3TOTAL ALTERNATE NO. 4Phone:Email:Signed By:Title:Contractor Name and Address:Bid Security:Addenda Acknowledged:Unit PriceTotalUnit PriceTotalUnit PriceTotalUnit PriceTotalBidder No. 8S. R. Weidema, IncorporatedBidder No. 5Park Construction CompanyBidder No. 6T.A. Schifsky & Sons, Inc.Bidder No. 7North Valley, Inc.$1,880.00$1,880.00 $4,500.00$4,500.00 $3,691.36$3,691.36 $5,000.00$5,000.00$777.00$4,662.00 $350.00$2,100.00 $542.85$3,257.10 $150.00$900.00$1.60$29,952.00 $1.10$20,592.00 $1.51$28,267.20 $1.40$26,208.00$518.00$8,288.00 $250.00$4,000.00 $542.85$8,685.60 $175.00$2,800.00$61.60$8,747.20 $52.80$7,497.60 $76.38$10,845.96 $49.50$7,029.00$2,590.00$20,720.00 $2,500.00$20,000.00 $2,045.45$16,363.60 $1,885.00$15,080.00$9.55$1,146.00 $12.00$1,440.00 $11.31$1,357.20 $25.65$3,078.00$75,395.20$60,129.60$72,468.02$60,095.00$1,880.00$1,880.00 $3,500.00$3,500.00 $2,410.24$2,410.24 $5,000.00$5,000.00$2,810.00$2,810.00 $3,025.00$3,025.00 $3,257.08$3,257.08 $880.00$880.00$383.00$5,745.00 $412.50$6,187.50 $271.42$4,071.30 $408.00$6,120.00$64.10$3,205.00 $25.00$1,250.00 $32.56$1,628.00 $30.00$1,500.00$7.05$705.00 $3.50$350.00 $2.16$216.00 $4.00$400.00$83.40$1,834.80 $65.00$1,430.00 $108.57$2,388.54 $38.00$836.00$697.00$697.00 $3,500.00$3,500.00 $3,329.15$3,329.15 $2,750.00$2,750.00$5.40$108.00 $15.00$300.00 $10.86$217.20 $14.00$280.00$128.00$6,400.00 $145.00$7,250.00 $162.85$8,142.50 $100.00$5,000.00$170.00$2,550.00 $160.00$2,400.00 $200.85$3,012.75 $150.00$2,250.00$25,934.80$29,192.50$28,672.76$25,016.00$2,639,786.05$2,677,775.34$2,774,499.73$2,811,796.99$46,517.80$40,267.54$59,315.63$58,633.50$35,749.80$37,213.00$36,363.81$42,407.60$75,395.20$60,129.60$72,468.02$60,095.00$25,934.80$29,192.50$28,672.76$25,016.00cborene@parkconstructionco.crstangler@taschifsky.compaula@northvalleyinc.netestimating@srweidema.comCharlie BoreneJonathan HagerLeslie A. BloomScott WeidemaVice PresidentVP of ConstructionPresidentPresidentBid BondBid BondBid BondBid Bond1, 2, 31, 2, 31, 2, 31, 2, 3Park Construction Company T. A. Schifsky & Sons, Inc.1481 81st Ave. NE2370 E. Hwy. 36Minneapolis, MN 55432North St. Paul, MN 55109(763) 274-2580(763) 428-9110S. R. Weidema, Incorporated17600 113th Ave. N.Maple Grove, MN 55369North Valley, Inc.20015 Iguana St. NW, Ste. 100Nowthen, MN 55330(763) 786-9800(651) 777-1313193805677-Bid Tabs.xlsmBT-8
Project Location – Base Bid Areas
1
Project Location – Alternate Areas
2
Alt. 1 - Liberty
Park Basketball
Court
Alt. 3 – Meadow
Lake Elementary
Pickleball Courts
Alt. 4 – Meadow
Lake Storm Sewer
Outlet
Project Location – Alternate Areas
3
Alt. 2 – Hidden
Valley Park Trail
Improvements
I: RFA\PUBWORKS\2023\Council\1016 & 1029 42nd Ave\Q&R 8.1
Request for Action
March 13, 2023
Approved by: Tim Hoyt, Acting City Manager
Originating Department: Public Works
By: Bernie Weber, Public Works Director
Agenda Title
Resolution approving plans and specifications and authorizing to advertise for bids for the proposed
42nd Avenue Signal Lighting, Trail, and Utility Improvement Project (Improvement Project No. 1029)
Requested Action
Staff recommends that Council pass a resolution approving plans and specifications and authorization to
advertise for bids for the proposed 42nd Avenue Signal Lighting, Trail, and Utility Improvement Project
(Improvement Project No. 1029).
Policy/Past Practice
The City Council routinely considers public infrastructure improvement projects to extend the useful life of the
infrastructure and/or improve the level of service. The city’s Capital Improvement Plan (CIP) has identified
areas for utility, trail, street lighting, and traffic signal infrastructure projects in 2023.
Background
To coincide with the Minnesota Department of Transportation’s (MnDOT) replacement and reconfiguration of
the Trunk Highway (TH) 169 and 42nd Avenue bridge and interchange, the city is partnering with Hennepin
County to complete other infrastructure improvements along 42nd Avenue from Gettysburg to Winnetka
Avenue.
Over the past few years, the city has explored signal replacement at the intersection of Boone Avenue and
42nd Avenue North (CSAH 9). The signal project was placed on hold during state aid funding shortfalls
related to COVID‐19. There was discussion to include this signal into a larger project when the county was
trying to receive funding for reconstruction of 42nd Avenue North (CSAH 9) from TH 169 to Xylon Avenue.
Since funding was not received for 42nd Avenue reconstruction, staff had discussions with county staff on
scheduling and coordinating the 42nd/Boone signal project and other improvements along 42nd Avenue (CSAH
9) which include burying overhead power, installing additional lighting, paving a trail on the south side of
42nd Avenue from Boone Avenue to Gettysburg Avenue, paving a trail on west side of Boone Avenue from
42nd Avenue to the first driveway to the south, watermain improvements, Americans with Disabilities Act
(ADA) improvements including signal push buttons from Gettysburg to Winnetka Avenue, and mill and
overlay improvements from Gettysburg to slightly east of Winnetka Avenue with the city project. The county
will pay 100% of the costs for the mill and overlay and ADA associated costs.
A county and city agreement will be brought to an upcoming council meeting related to this project. A draft
agreement is currently being reviewed. Staff is also obtaining material quotes on streetlights and traffic signal
poles/mast arms to help with material lead times. The contractor would install the city supplied materials,
similar to what was done on the 2019 Street Light project along 42nd Avenue, east of Xylon Avenue.
Agenda Section
Development &
Planning
Item Number
8.2
I: RFA\PUBWORKS\2023\Council\1016 & 1029 42nd Ave\Q&R 8.1
Funding
A summary of the estimated construction, inflation, contingencies, indirect, and project costs are shown in the
table below. The total base bid project cost is currently estimated to be $4,278,936.38.
Table 1 ‐ Estimated Costs
Item Subtotal + Inflation Subtotal
+ Contin‐
gencies
Total
Construction
+ Indirect
Costs
Total Project
Costs
Boone/42nd
Avenue
Signal and
ADA $530,984.00 $42,478.72 $573,462.72 $28,673.14 $602,135.86 $120,427.17 $722,563.03
42nd Avenue
Trail $294,714.50 $23,577.16 $318,291.66 $15,914.58 $334,206.24 $66,841.25 $401,047.49
42nd Avenue
ADA and
Traffic Signal
Revisions $267,543.50 $21,403.48 $288,946.98 $14,447.35 $303,394.33 $66,746.75 $370,141.08
42nd Avenue
Mill and
Overlay $763,937.10 $61,114.97 $825,052.07 $41,252.60 $866,304.67 $138,608.75 $1,004,913.42
42nd Avenue
Lighting $214,040.00 $17,123.20 $231,163.20 $11,558.16 $242,721.36 $48,544.27 $291,265.63
Boone
Avenue Trail $27,906.00 $2,232.48 $30,138.48 $1,506.92 $31,645.40 $6,329.08 $37,974.48
42nd Avenue
Watermain $1,066,307.50 $85,304.60 $1,151,612.10 $57,580.61 $1,209,192.71 $241,838.54 $1,451,031.25
Total $3,165,432.60 $253,234.61 $3,418,667.21 $170,933.36 $3,589,600.57 $689,335.81 $4,278,936.38
A summary of funding sources, estimated project costs, CIP budgets, and differences between estimates and
budget amounts are shown below.
Table 2 ‐ Funding Summary
Funding Source
State Aid
(City)
Streetlight
(City) (1)
Water Fund
(City)
Hennepin
County
Total Project
Costs
Boone/42nd Avenue Signal and
ADA $382,563.03 $340,000.00 $722,563.03
42nd Avenue Trail $200,523.74 $200,523.75 $401,047.49
42nd Avenue ADA and Traffic
Signal Revisions $370,141.08 $370,141.08
42nd Avenue Mill and Overlay $1,004,913.42 $1,004,913.42
42nd Avenue Lighting $291,265.63 $291,265.63
Boone Avenue Trail $37,974.48 $37,974.48
42nd Avenue Watermain $1,451,031.25 $1,451,031.25
Total $621,061.25 $291,265.63 $1,451,031.25 $1,915,578.25 $4,278,936.38
Capital Improvement Plan (CIP)
Budget Amount (2) $958,245.00 $500,000.00 $1,173,400.00 N/A N/A
Difference $337,183.75 $208,734.37 ($277,631.25)
Note(s):
(1) Street lighting is eligible for State Aid Funding with restrictions.
(2) The CIP budget for Street Lighting also includes a monument. MnDOT has recommended the city wait to
coordinate a monument after the 42nd Avenue/169 Bridge project is completed.
I: RFA\PUBWORKS\2023\Council\1016 & 1029 42nd Ave\Q&R 8.1
The estimated watermain costs are higher than the CIP budget based upon the final work proposed along 42nd
Avenue. Because the watermain costs from the 2023 Infrastructure came in around $427,700 less than the CIP
estimate, staff does not anticipate budget issues with the 2023 Water Fund.
If the City Council chooses to move forward with this project, bids could be received on April 13 and
presented at the April 24 Council for contract award.
Attachments
Resolution
Engineer’s Memo
42nd Avenue (CSAH 9) and Boone Avenue Improvements Plan Set
Northeast Corner of Xylon and 42nd Avenue Figure
I: RFA\PUBWORKS\2023\Council\1016 & 1029 42nd Ave\Q&R 8.1
City of New Hope
Resolution 23‐
Resolution approving plans and specifications and authorizing to advertise for bids
for the proposed 42nd Avenue Signal Lighting, Trail, and Utility Improvement Project
(Improvement Project No. 1029)
WHEREAS, the city engineer has presented plans and specifications for the 42nd Avenue Signal Lighting,
Trail, and Utility Improvement Project to the City Council for approval; and,
WHEREAS, the City Council approves of the plans and specifications of the proposed 42nd Avenue Signal
Lighting, Trail, and Utility Improvement Project (Improvement Project No. 1029); and,
WHEREAS, the City Council authorizes the advertising for contractor bids for the completion of the
proposed 42nd Avenue Signal Lighting, Trail, and Utility Improvement Project (Improvement
Project No. 1029).
NOW, THEREFORE, BE IT RESOLVED:
1. Plans and specifications of the proposed 42nd Avenue 42nd Avenue Signal Lighting, Trail,
and Utility Improvement Project (Improvement Project No. 1029), heretofore prepared by
the City Engineer, have this day been presented to the Council and such plans and
specifications are hereby approved, and a copy thereof shall be placed on file in the office of
the City Clerk.
2. The City Council authorizes the advertisement for bids.
Adopted by the City Council of the city of New Hope, Hennepin County, Minnesota, this 13th day of March,
2023.
Mayor
Attest:
City Clerk
Stantec Consulting Services Inc.
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
March 8, 2023
File: 193805693
Attention: Bernie Weber, Director of Public Works
City of New Hope
5500 International Parkway
New Hope, MN 55428
Reference: 42nd Avenue (CSAH 9) and Boone Avenue Improvements – Approve Plans and
Specifications; Authorize to Bid
City Project No.’s 1016 and 1029
Dear Bernie,
As requested, we have prepared plans and specifications for the above referenced project in
cooperation with Hennepin County. The project involves:
·burying Xcel overhead power lines (previously approved agreement by the city council).
·Installing a new signal and ADA improvements at Boone/42nd Avenue
·installing new decorative lighting similar to the lighting done in 2019 to the east of Xylon
Avenue North along 42nd Avenue North (CSAH 9) to Gettysburg Avenue North
·paving a trail on the south side of 42nd Avenue from Boone to Gettysburg Avenue North and
connecting to the new trails being constructed for the TH 169/CSAH 9 Bridge
·pipe bursting the existing water main along 42nd Avenue from Xylon Avenue North to
Gettysburg Avenue North (pipe bursting was last done on Winnetka Avenue in 2020)
·milling and overlaying of 42nd Avenue from Winnetka to Gettysburg Avenue
·ADA and signal push button Improvements from Winnetka to Gettysburg Avenue
The project will be constructed in conjunction with the TH 169/CSAH 9 Bridge Project. Due to the
bridge and ramp closures at TH 169, a majority of the east/west traffic on 42nd Avenue will be routed to
other connections. Two lanes of traffic will be maintained along 42nd Avenue throughout the majority
of the project. There will be times when the intersections of Gettysburg, Boone, and Xylon will need to
be closed for construction. Detours will be set up during those times.
In order to help with delivery lead times on streetlights and the signal poles and mast arms, quotes will
be obtained on those products. The contractor will then install city supplied materials. The lights along
42nd Avenue in 2019 were also supplied by the city. Approvals on these quote packages will be done
as separate action items from the plan and specification approvals.
As part of the County’s mill and overlay project, some turn lane and striping adjustments will be done
including removal of a non-used left turn lane (north bound turn near Flag Avenue) and adding a left
turn lane for northbound Aquila Avenue.
Based on further discussions with Hennepin County staff, a portion of the paver bricks at the northeast
corner of Xylon and 42nd Avenue will need to be replaced as part of the county’s current ADA
guidelines. The county will pay for replacing the paver bricks with colored concrete to match the
other colored concrete patterns along Xylon Avenue. A figure of that area is attached.
March 8, 2023
Mr. Bernie Weber
Page 2 of 4
Reference:42nd Avenue Signal, Trail, and Utility Improvements
We are including an estimate for inflation or other price increases factor in the project cost estimates.
The total base bid project cost for these improvements, including inflation, contingencies, and indirect
costs is currently estimated to be $4,278,936.38.
A summary of the estimated construction, contingencies, indirect, and project costs are shown in
Table 1 below.
Table 1 - Estimated Costs
Item Subtotal + Inflation Subtotal
+ Contin-
gencies
Total
Construction
+ Indirect
Costs
Total Project
Costs
Boone/42nd
Avenue
Signal and
ADA $530,984.00 $42,478.72 $573,462.72 $28,673.14 $602,135.86 $120,427.17 $722,563.03
42nd
Avenue Trail $294,714.50 $23,577.16 $318,291.66 $15,914.58 $334,206.24 $66,841.25 $401,047.49
42nd
Avenue
ADA and
Traffic
Signal
Revisions $267,543.50 $21,403.48 $288,946.98 $14,447.35 $303,394.33 $66,746.75 $370,141.08
42nd
Avenue Mill
and
Overlay $763,937.10 $61,114.97 $825,052.07 $41,252.60 $866,304.67 $138,608.75 $1,004,913.42
42nd
Avenue
Lighting $214,040.00 $17,123.20 $231,163.20 $11,558.16 $242,721.36 $48,544.27 $291,265.63
Boone
Avenue Trail $27,906.00 $2,232.48 $30,138.48 $1,506.92 $31,645.40 $6,329.08 $37,974.48
42nd
Avenue
Watermain $1,066,307.50 $85,304.60 $1,151,612.10 $57,580.61 $1,209,192.71 $241,838.54 $1,451,031.25
Total $3,165,432.60 $253,234.61 $3,418,667.21 $170,933.36 $3,589,600.57 $689,335.81 $4,278,936.38
A summary of funding sources, estimated project costs, CIP budgets, and differences between
estimates and budget amounts are shown below.
March 8, 2023
Mr. Bernie Weber
Page 3 of 4
Reference:42nd Avenue Signal, Trail, and Utility Improvements
Table 2 - Funding Summary
Funding Source
State Aid
(City)
Streetlight
(City) (1)
Water Fund
(City)
Hennepin
County
Total Project
Costs
Boone/42nd Avenue
Signal and ADA $382,563.03 $340,000.00 $722,563.03
42nd Avenue Trail $200,523.74 $200,523.75 $401,047.49
42nd Avenue ADA and
Traffic Signal Revisions $370,141.08 $370,141.08
42nd Avenue Mill and
Overlay $1,004,913.42 $1,004,913.42
42nd Avenue Lighting $291,265.63 $291,265.63
Boone Avenue Trail $37,974.48 $37,974.48
42nd Avenue
Watermain $1,451,031.25 $1,451,031.25
Total $621,061.25 $291,265.63 $1,451,031.25 $1,915,578.25 $4,278,936.38
Capital Improvement
Plan (CIP) Budget
Amount (2)$958,245.00 $500,000.00 $1,173,400.00 N/A N/A
Difference $337,183.75 $208,734.37 ($277,631.25)
Note(s):
(1) Street lighting is eligible for State Aid Funding with restrictions.
(2) The CIP budget for Street Lighting also includes a monument. MnDOT has recommended the
city wait to coordinate a monument after the 42nd Avenue/169 Bridge project is completed.
Some additional watermain work was added to the project during preparation of plans and
specifications. The estimated total shown above is more than the CIP Budget; however, the
watermain work on the 2023 Infrastructure Improvements came in around $427,700 under the CIP
Budget estimate. Thus, we do not anticipate any overall budget issues in the 2023 Water Fund.
If Council chooses to move forward with this project, approval of plans and specifications and
authorization to advertise for contractor bids could be given at the March 13, 2023 Council meeting.
Bids could then be received on April 13, 2023 and brought back to Council for review at the April 24,
2023 Council meeting.
March 8, 2023
Mr. Bernie Weber
Page 4 of 4
Reference:42nd Avenue Signal, Trail, and Utility Improvements
Most of the work under this contract will be completed during the spring, summer, and fall of 2023. If
you have any questions or require further information, please call me at (612) 712-2021.
Sincerely,
Stantec Consulting Services Inc.
Dan D. Boyum, P.E.
City Engineer
dan.boyum@stantec.com
Attachments: 42nd Avenue (CSAH 9) and Boone Avenue Improvements (selected sheets). Northeast corner of Xylon/42nd Avenue Figure
Cc: Tim Hoyt, Valerie Leone, Andrew Kramer, Dave Lemke, Matt Rowedder, Nick Macklem – New Hope; Stacy Woods - Jensen Sondrall Persellin & Woods,
P.A., Ann Ackerson – Stantec.
AVEDECATUR AVE NCIR
40TH AVE N
AVE NZ
E
A
L
AND AVE NVIRG
I
N
I
A UTAH AVE NE
N
S
I
G
N
A
V
E
N
NORTHWOO
D
P
K
W
Y
41ST AVE
401/2 AVENUE NCAVELL DECATUR ENSIGN AVENUE NFLAG AVENUE N AV
E
N
401/
2
41ST AVENUE N
JORDAN
AVE
N AVE
JORDAN FLAG AVE N44THIND
GETTYSBURG AVENUE NINDEP
E
N
D
E
N
C
E
44TH
45TH AVE N
XYLON AVE N AVE QUEBEC
43RD AVE N AVE N44TH
AVE N
QUEBEC AVE N451/2 AVE N
46TH AVE N
AQUILA AVE NXYLON AQUILA
ZEALAND AVE NBOONE AVENUE N AVE
N
46TH
46TH AVE
AVE
N
AV
E
N
AVE
N
46TH
AVE N
45TH
AVENUE NAVENUE N AVE NAVE. N
AVE
N
45TH
AVE
N AQUILA AVE NCAVELL AVENUE NBOONE AVE N40TH AVE NJORDAN AVE N42ND AVENUE N
(CSAH 9)
42ND AVENUE N
(CSAH 9)WINNETKA AVE N(CSAH 156)Plot Date: 02/14/2023 - 1:37pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_G001.dwgXrefs:THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.SIGNATURE
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND
THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
DATE
PRINTED NAME LIC. NO.
SHEET 1 OF 138
APPROVED: NEW HOPE CITY ENGINEER
JEFFREY D. PRESTON 41964
42ND AVENUE (CSAH 9) AND BOONE AVENUE IMPROVEMENTS
CONSTRUCTION PLAN FOR:TRAFFIC CONTROL SIGNAL SYSTEM, TRAFFIC SIGNAL REVISIONS, ADA, SIDEWALK,
BITUMINOUS TRAIL, MILL AND OVERLAY, LIGHTING, AND WATERMAIN IMPROVEMENTS.
CITY OF NEW HOPE
42ND AVE N. (CSAH 9)
STA. 548+36
N
SCALES
400 8000
Horizontal Scale In Feet
THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS
UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS
DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02,
ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND
DEPICTION OF EXISTING SUBSURFACE UTILITY DATA.
INDEX MAP
25'50'0
Horizontal Scale In Feet
PLAN VIEW
COMMENTS DATE
END
--- GOVERNING SPECIFICATIONS ---
THE 2020 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION “STANDARD SPECIFICATIONS
FOR CONSTRUCTION” AND THE SUPPLEMENTAL SPECIFICATIONS" DATED SEPTEMBER 2022 SHALL GOVERN.
ALL TRAFFIC CONTROL DEVICES SHALL CONFORM AND BE INSTALLED IN ACCORDANCE TO THE "MINNESOTA
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MN MUTCD), INCLUDING "FIELD MANUAL FOR
TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS."
HORIZONTAL DATA
HENNEPIN COUNTY COORDINATE SYSTEM
DATUM: NAD83, 1996 ADJUSTMENT
UNITS: US SURVEY FOOT
VERTICAL DATA
DATUM: NGVD88
DATE
PROJECT LOCATION
PROJECT LOCATION
CITY: NEW HOPE
COUNTY:HENNEPIN
DISTRICT:METRO
FEDERAL PROJECT NUMBER:"STATE FUNDS"
DATE
APPROVED: NEW HOPE PUBLIC WORKS DIRECTOR
STATE AID PROJECT(S): SAP 182-020-028, SAP 182-101-020
SAP 182-020-028, SAP 182-101-020
COUNTY PROJECT(S): 2183510, 4600914
CITY PROJECT(S): 1029
DATE
APPROVED: HENNEPIN COUNTY: COUNTY HIGHWAY ENGINEER
DATE
DATE
DISTRICT STATE AID ENGINEER: REVIEWED FOR COMPLIANCE WITH
STATE AID RULES/POLICY
APPROVED FOR STATE AID FUNDING: STATE AID ENGINEER
MINNESOTA DEPARTMENT OF TRANSPORTATION
HENNEPIN COUNTY, MINNESOTA
SAP 027-609-041
SAP 182-020-028
42ND AVE (CSAH 9)
STA. 505+24
DATE
APPROVED: HENNEPIN COUNTY: DESIGN DIVISION ENGINEER
SAP 182-101-020
BOONE AVE
STA. 106+85
BOONE AVE
STA. 102+26
1
2 2
3 3
33
1 TRAFFIC SIGNAL REPLACEMENT / ADA IMPROVEMENTS
2 TRAFFIC SIGNAL REVISION (APS ONLY) / ADA IMPROVEMENTS
3 ADA IMPROVEMENTS
INDEX
SHEET NO.SHEET DESCRIPTION
1 TITLE SHEET
2 LEGEND
3 GENERAL LAYOUT
4 -6 STATEMENT OF ESTIMATED QUANTITIES
7 PRIVATE UTILITIES
8 SOIL AND CONSTRUCTION NOTES
9 -14 TABULATIONS
15 TYPICAL SECTIONS
16 -19 CONSTRUCTION DETAILS
20 -34 STANDARD PLANS
35 -49 STAGING AND TRAFFIC CONTROL PLAN
50 -57 INPLACE TOPOGRAPHY, UTILITIES, AND REMOVAL PLAN
58 -67 CONSTRUCTION PLAN
68 -71 SURFACING PLAN
72 -81 ADA PLAN
82 -88 WATERMAIN PLAN AND PROFILES
89 -91 STORMWATER POLLUTION PREVENTION PLAN
92 -95 TEMPORARY EROSION CONTROL PLAN
96 -99 TURF ESTABLISHMENT PLAN
100 -111 SIGNING AND PAVEMENT MARKING PLAN
112 -116 LIGHTING PLAN
117 -131 TRAFFIC CONTROL SIGNAL SYSTEM PLAN
132 -134 CROSS SECTIONS
HC-1 -HC-4 MILL AND OVERLAY
THIS PLAN CONTAINS 138 SHEETS
LOCATION: GETTYSBURG AVE TO WINNETKA AVE
DESIGNATION
FUNCTIONAL CLASS
NO. OF TRAFFIC LANES
NO. OF PARKING LANES
DRIVING LANE WIDTH
SHOULDER WIDTH
R-VALUE
20 YEAR ESALS
ADT (PRESENT YEAR) 2023
ADT (FUTURE YEAR) 2043
HCADT (FUTURE YEAR) 2043
DESIGN SPEED
DESIGN LOAD
DESIGN SPEED BASED ON
STOPPING SIGHT DISTANCE:
HEIGHT OF EYE = 3.5 FT
HEIGHT OF OBJECT = 2.0 FT
DESIGN SPEED NOT ACHIEVED AT:
URBAN
MINOR ARTERIAL
4
0
12 FT
N/A
N/A
N/A
25000
26250
N/A
40 - 35 MPH
10 TON
N/A
DESIGN DESIGNATION FOR: CSAH 9 / 42ND AVE
LOCATION: 42ND AVE TO 325' SOUTH
DESIGNATION
FUNCTIONAL CLASS
NO. OF TRAFFIC LANES
NO. OF PARKING LANES
DRIVING LANE WIDTH
SHOULDER WIDTH
R-VALUE
20 YEAR ESALS
ADT (PRESENT YEAR) 2023
ADT (FUTURE YEAR) 2043
HCADT (FUTURE YEAR) 2043
DESIGN SPEED
DESIGN LOAD
DESIGN SPEED BASED ON
STOPPING SIGHT DISTANCE:
HEIGHT OF EYE = 3.5 FT
HEIGHT OF OBJECT = 2.0 FT
DESIGN SPEED NOT ACHIEVED AT:
URBAN
MAJOR COLLECTOR
2
0
12 FT
N/A
N/A
N/A
4004
4205
N/A
30 MPH
10 TON
N/A
DESIGN DESIGNATION FOR: BOONE AVE
4312.00
0.00
0.00
4312.00
0.817
0.000
0.000
0.817
GROSS LENGTH
BRIDGE LENGTH
EXCEPTION LENGTH
NET LENGTH
FEET
FEET
FEET
FEET
MILES
MILES
MILES
MILES
REF. PT.TO REF. PT.
42ND AVENUE (CSAH 9)
GROSS LENGTH
BRIDGE LENGTH
EXCEPTION LENGTH
NET LENGTH
FEET
FEET
FEET
FEET
MILES
MILES
MILES
MILES
TO REF. PT.
BOONE AVENUE
459.00
0.00
0.00
459.00
0.087
0.000
0.000
0.087
42ND AVENUE (CSAH 9)
BOONE AVENUE FROM 42ND AVENUE (CSAH 9 )TO 325' SOUTH
FROM GETTYSBURG AVENUE TO 300' EAST OF WINNETKA AVENUE (CSAH 156)
REF. PT.
BEGIN
END
SAP 182-101-020BEGIN
SAP 027-609-041
SAP 182-020-028
BCM
CON
FLAG
GRILL
H
CP
DW
Y
OHWM
PED
E
PIV
SAMPLING
WELL
ROCK
RR
RR GATE
SEP
SEPTIC
VENT
SEPTIC
G-PIPE
SPRINKLER
IVB
G-SER
S-SER
ST-SER
W-SER
TOWER
ELEC
TEST
PIT
TRAN
GAS
SAMPLING
WELL
WELL
BS
JLM
M
TS
BM
BENCH
MAIL
S
CONTROL
G
U
PROPANE
TANK
G-REG
R/W
POST
LO
CTV
CO
LS
G
E
S
?
W
TRASH
C
DH
S R
G-VENT
C
C GPS CONTROL POINT
JUDICIAL LAND MONUMENT
MONUMENT COMPUTED
ROW MONUMENT
ROW MARKER POST
SECTION CORNER
TRAVERSE CONTROL POINT
EXISTING TOPOGRAPHIC SYMBOLS
SURVEY LINES
FM FM FM
>>>>
>>>>>>>>>
>>>>>>>>
l l l l
l l l l l l l l l
EXISTING UTILITY LINES
SURVEY SYMBOLS
BACKSIGHT CONTROL POINT
MONUMENT IRON FOUND
MONUMENT IRON SET
FM FM FM
>>>>
>>>>>>>>>
>>>>>>
l D
l l l l l l l l l
NEW UTILITY LINES
CONCRETE CURB AND GUTTER
GRADING INFORMATION
952
950
952
950
BENCH MARK LOCATION
1:4
AERIAL CONTROL POINT
>>>>
FORCE MAIN
SANITARY SEWER
SANITARY SERVICE
STORM SEWER DRAINTILE
STORM SEWER
WATER MAIN
WATER SERVICE
PIPE CASING
FM FM FM
>>>>
>>>>>>>>>
>>>>>>
l l l l
l l l l l l l l l
FUTURE UTILITY LINES
>>>>
EXISTING TOPOGRAPHIC LINES
CTV-A CTV-A CTV-A
CTV-B CTV-B CTV-B
CTV-C CTV-C CTV-C
CTV-D CTV-D CTV-D
FO-A FO-A FO-A
FO-B FO-B FO-B
FO-C FO-C FO-C
FO-D FO-D FO-D
E-A E-A E-A
E-B E-B E-B
E-C E-C E-C
E-D E-D E-D
G-A G-A G-A
G-B G-B G-B
G-C G-C G-C
G-D G-D G-D XXXXXXXXXEXISTING PRIVATE UTILITY LINES
STORM SEWER CATCH BASIN
STORM SEWER BEEHIVE CATCH BASIN
STORM SEWER FLARED END SECTION
CURB BOX
FIRE HYDRANT
MANHOLE
WATER REDUCER
NEW TOPOGRAPHIC SYMBOLS
SANITARY CLEANOUT
BOLLARD
SANITARY OR STORM LIFT STATION
RIP RAP
OHP OHP OHP
C-A C-A C-A
C-B C-B C-B
C-C C-C C-C
C-D C-D C-D
DRAINAGE FLOW
BENCH
BUSH DECIDUOUS
CATCH BASIN BEEHIVE
CURB BOX
CATCH BASIN
CONTROL BOX SIGNAL
CLEAN OUT (SEWER)
SEPTIC DRAIN FIELD
DRINKING FOUNTAIN
ENERGY DISSIPATER
STORM SEWER APRON
FLAG POLE
FUEL PUMP
GRILL
HANDICAP SPACE
HANDHOLE
FIRE HYDRANT
LOOP DETECTOR
LIGHT YARD
MAIL BOX
MANHOLE-HEAT
MANHOLE-POWER
MANHOLE-GAS
MANHOLE-SANITARY SEWER
MANHOLE-STORM SEWER
MANHOLE-COMMUNICATIONS
MANHOLE-UNKNOWN
METER POWER
METER GAS
ORDINARY HIGH WATER MARK
PEDESTRIAN PUSH BUTTON
PEDESTAL POWER
PEDESTAL COMMUNICATIONS
POST INDICATOR VALVE
PARKING METER
POLE-COMMUNICATIONS
POLE-GUY
POLE-LIGHT
POLE-POWER
POLE-UTILITY
POST
PICNIC TABLE
PROPANE TANK
SAMPLING WELL
ROCK
RR SIGNAL CONTROL BOX
RR CROSSING GATE
RR SIGNAL
REGULATION STATION GAS
TREE-DECIDUOUS
SATELLITE DISH
SEPTIC TANK
SEPTIC VENT
SIGN
STAND PIPE GAS
SPIGOT WATER
SPRINKLER HEAD
SPRINKLER VALVE BOX
STUMP
SERVICE-SANITARY SEWER POINT ON LINE
SERVICE-WATER POINT ON LINE
TELEPHONE BOOTH
TRANSMISSION TOWER ELECTRIC
TEST PIT LOC
TRANSFORMER POWER
TREE DEAD
TRASH CAN
TRAFFIC SIGNAL
VALVE GAS
VALVE
WETLAND
WELL-WATER
TREE-CONIFEROUS
TREE-FRUIT
GUY WIRE
LIFT STATION WET WELL
LIFT STATION DRY WELL
LIFT STATION CONTROL PANEL
MANHOLE-WATER
BASKETBALL POST
BARRICADE PERMANENT
BURIAL CONTROL MONUMENT
BUILDING LOWEST OPENING
COLUMN
CULVERT END
WELL-MONITORING
OUTLET CONTROL STRUCTURE
SERVICE-GAS POINT ON LINE
SOIL BORING
MAIL RELAY BOX
INLET (SMALL DIA.)
SERVICE-STORM SEWER POINT ON LINE
ABBREVIATIONS
AD ALGEBRAIC DIFFERENCE
BV BUTTERFLY VALVE
BVCE BEGIN VERTICAL CURVE ELEVATION
BVCS BEGIN VERTICAL CURVE STATION
℄CENTER LINE
CL.CLASS
CMP CORRUGATED METAL PIPE
C.O.CHANGE ORDER
DIP DUCTILE IRON PIPE
EL/ELEV ELEVATION
EVCE END VERTICAL CURVE ELEVATION
EVCS END VERTICAL CURVE STATION
EX EXISTING
FES FLARED END SECTION
F/F FACE TO FACE
FM FORCE MAIN
F.O.FIELD ORDER
GV GATE VALVE
HP HIGH POINT
HWL HIGH WATER LEVEL
INV INVERT
K CURVE COEFFICIENT
LP LOW POINT
MH MANHOLE (SANITARY)
NTS NOT TO SCALE
NWL NORMAL WATER LEVEL
PC POINT OF CURVE
PCC COMPOUND CURVE
PI POINT OF INTERSECTION
⅊PROPERTY LINE
PPVC PERFORATED POLYVINYL CHLORIDE PIPE
PRC POINT OF REVERSE CURVE
PT POINT OF TANGENT
PVC POLYVINYL CHLORIDE PIPE
PVI POINT OF VERTICAL INTERSECTION
R RADIUS
RCP REINFORCED CONCRETE PIPE
R/W RIGHT-OF-WAY
SS STORM SEWER STRUCTURE
STA STATION
TCE TEMPORARY CONSTRUCTION EASEMENT
TNH TOP NUT HYDRANT
TYP TYPICAL
VC VERTICAL CURVE
WM WATER MAIN
RETAINING WALL
FENCE - BARBED WIRE
FENCE - CHAIN LINK
FENCE - DECORATIVE
FENCE - STOCKADE
FENCE - WOOD
FENCE - ELECTRIC
GUARD RAIL
TREE LINE
WETLAND
CABLE TV QUALITY LEVEL D
CABLE TV QUALITY LEVEL C
CABLE TV QUALITY LEVEL B
CABLE TV QUALITY LEVEL A
FIBER OPTIC QUALITY LEVEL D
FIBER OPTIC QUALITY LEVEL C
FIBER OPTIC QUALITY LEVEL B
FIBER OPTIC QUALITY LEVEL A
POWER QUALITY LEVEL D
POWER QUALITY LEVEL C
POWER QUALITY LEVEL B
POWER QUALITY LEVEL A
GAS QUALITY LEVEL D
GAS QUALITY LEVEL C
GAS QUALITY LEVEL B
GAS QUALITY LEVEL A
COMMUNICATION QUALITY LEVEL D
COMMUNICATION QUALITY LEVEL C
COMMUNICATION QUALITY LEVEL B
COMMUNICATION QUALITY LEVEL A
OVERHEAD POWER
OVERHEAD COMMUNICATION
OVERHEAD UTILITIES
FORCE MAIN
SANITARY SEWER
SANITARY SERVICE
STORM SEWER DRAINTILE
STORM SEWER
WATER MAIN TRENCHLESS
WATER SERVICE
PIPE CASING
FORCE MAIN
SANITARY SEWER
SANITARY SERVICE
STORM SEWER
WATER MAIN
WATER SERVICE
BOUNDARY
NEW CENTERLINE
EXISTING EASEMENT LINE
NEW EASEMENT LINE
FLOOD PLAIN BOUNDARY
EXISTING LOT LINE
NEW LOT LINE
EXISTING RIGHT-OF-WAY
NEW RIGHT-OF-WAY
SETBACK LINE
EXISTING CONTOUR MINOR
EXISTING CONTOUR MAJOR
NEW CONTOUR MINOR
NEW CONTOUR MAJOR
NEW GRADING LIMITS / SLOPE LIMITS
NEW SPOT ELEVATION
EXISTING SPOT ELEVATION
RISE:RUN (SLOPE)
EXISTING
NEW
FUTURE
DEMOLITIONOHCOHCOHC
OHU OHU OHU
BCM
CON
CLVT
FLAG
GRILL
H
CP
DW
Y
G-METER
OHWM
PED
E
PIV
SAMPLING
WELL
ROCK
RR
RR GATE
SEP
SEPTIC
VENT
SEPTIC
G-PIPE
SPRINKLER
IVB
G-SER
S-SER
ST-SER
W-SER
TOWER
ELEC
TEST
PIT
TRAN
GAS
SAMPLING
WELL
WELL
AIR CONTROL
BS
JLM
M
TS
BM
BENCH
MAIL
S
CONTROL
G
E
U
PROPANE
TANK
G-REG
R/W
POST
LO
HYDRANT PVMNT MARKER (REFLECTOR)
HYDRANT VALVE
PEDESTAL CATVCTV
CO
LS
G
E
SS
S
?
W
TRASH
AR MANHOLE-AIR RELEASE
C
DH
PEDESTRIAN RAMP
S POLE-UTILITY SERVICE RESECTED POINTR
VENT GASG-VENT
STORM SEWER OUTLET STRUCTURE
STORM SEWER OVERFLOW STRUCTURE
BOOSTER STATION
WATER REDUCER
STA:5+67.19
980.87
C
C
TRACER WIRE BOXTR
EXISTING CENTERLINE
744.40
743.21
745.47
743.78
VALVE
LEGEND
2
PBR
MAF
MAF
JDP
JDP
193805693 138
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:37pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_G002.dwgXrefs:, 193805693_BorderTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
1.THE CONTRACTOR IS REQUIRED TO PREPARE AND SUBMIT AN OVERALL PROJECT CONSTRUCTION
PHASING PLAN AND SCHEDULE TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCING ANY WORK.
THE CONTRACTOR SHALL STAGE THE PROJECT TO MINIMIZE DISRUPTION AND COORDINATE WORK
WITH TRAFFIC SIGNAL INSTALLATION. THE CONTRACTOR'S SCHEDULE FOR EACH PHASE SHALL
CLEARLY INDICATE START AND COMPLETION DATES FOR ALL MAJOR COMPONENTS OF EACH PHASE
(I.E., TRAFFIC SIGNAL SWITCH OVER, TRAFFIC SIGNAL INSTALLATION AND REMOVALS).
2.THE TRAFFIC CONTROL SIGNAL SYSTEM SHALL BE OPERATIONAL AT ALL TIMES UNLESS APPROVED BY
THE ENGINEER. CONTRACTOR SHALL COORDINATE SHUT OFF OF EXISTING SYSTEM AND TURN ON OF
NEW SYSTEM TO MINIMIZE INTERRUPTION OF SERVICE AT THE 42ND/BOONE INTERSECTION.
CONTRACTOR SHALL PROVIDE ALL WAY STOPS SIGNAGE AS NECESSARY (INCIDENTAL) DURING SHUT
DOWN OF EXISTING SYSTEM AND TURN ON OF NEW SYSTEM.
3.IF AT ANY TIME THE CONTRACTOR FALLS BEHIND THE MOST RECENT APPROVED SCHEDULE, THE
ENGINEER RESERVES THE RIGHT TO DENY THE CONTRACTOR FROM STARTING ANY SUBSEQUENT
PHASES (OR IMPACTING ADDITIONAL UNDISTURBED PAVEMENT AND SIDEWALK) UNTIL THE
CONTRACTOR HAS COMPLETED CATCHUP TASK.
4.GRANULAR MATERIAL SHALL MEET THE REQUIREMENTS OF SPEC. 3149.2B
5.STRIP ALL TOPSOIL AND IN-PLACE SLOPE DRESSING WHERE PRESENT IN AREAS TO BE DISTURBED BY
CONSTRUCTION AND REUSE SLOPE DRESSING. SLOPE DRESSING ON THIS PROJECT IS DEFINED AS
THE TOPSOIL OR OTHER SOILS WHICH HAVE BEEN PLACED DURING PREVIOUS CONSTRUCTION TO
PROVIDE A MEDIUM FOR ESTABLISHING TURF. THE AVERAGE DEPTH OF TOPSOIL LAYER IS ASSUMED
TO BE 4 INCHES. ANY ADDITIONAL TOPSOIL REQUIRED FOR RESTORATION OR AS DIRECTED BY THE
ENGINEER DURING CONSTRUCTION SHALL BE WITH SITE RESTORATION.
6.ALL TURF REMOVAL AND TOPSOIL STRIPPING LIMITS IN PREPARATION OF RESTORATION SHALL BE
CONSIDERED INCIDENTAL.
7.BITUMINOUS AND CONCRETE ITEMS DISTURBED BY CONSTRUCTION SHALL BECOME THE PROPERTY
OF THE CONTRACTOR AND SHALL BE RECYCLED TO THE EXTENT ALLOWED IN THE BASE AND
SURFACING ITEMS OR DISPOSED OF OFF OF THE RIGHT OF WAY IN ACCORDANCE WITH MNDOT
SPECIFICATION 2104.3C.
8.THE NEW UTILITY INSTALLATIONS AND IMPROVEMENTS WHICH ARE DEEPER THAN THE SUBGRADE
IMPROVEMENT ZONE SHOULD BE PERFORMED PRIOR TO SUBGRADE PREPARATION. PROPER BEDDING
OF PIPES TO BE IN ACCORDANCE TO THE APPROPRIATE STANDARD DETAIL PLATE. BACKFILL
COMPACTION SHALL MEET THE REQUIREMNETS OF MNDOT 2106.3G2 (QUALITY COMPACTION
METHOD). (INCIDENTAL)
9.MATERIALS DEFINED AS UNSUITABLE (TOPSOIL, ORGANIC, DEBRIS) MUST BE REMOVED FROM THE
EMBANKMENT FOUNDATION. THE UNSUITABLE MATERIALS SHALL BE DISPOSED OF IN ACCORDANCE
WITH SPEC. 2104 AND 2106.
10.ANY DEBRIS WHICH MAY BE ENCOUNTERED DURING GRADING SHALL BE DISPOSED OF BY THE
CONTRACTOR OFF THE PROJECT RIGHT-OF-WAY IN A SUITABLE DISPOSAL AREA AS APPROVED BY THE
ENGINEER.
11.DISPOSITION OF EXCESS EXCAVATED MATERIAL SHALL BE IN ACCORDANCE WITH MNDOT SPEC. 2105
WITH NO DIRECT COMPENSATION MADE THEREFORE.
12.COMPACTION OF SUITABLE GRADING MATERIAL SHALL BE IN ACCORDANCE WITH THE QUALITY
COMPACTION METHOD.
13.COMPACTION OF AGGREGATE BASE SHALL BE IN ACCORDANCE WITH THE PENETRATION INDEX
METHOD.
14.PROVIDE FOR A UNIFORM BITUMINOUS TACK COAT BETWEEN ALL BITUMINOUS COURSES. THE TACK
SHALL BE APPLIED IN ACCORDANCE WITH MNDOT SPECIFICATION 2357. THE ROADWAY SURFACE
SHALL BE CLEAN AND FREE OF DEBRIS PRIOR TO APPLYING TACK. BITUMINOUS TACK COAT MATERIAL
SHALL BE APPLIED AT A UNIFORM RATE OF 0.03 TO 0.05 GAL/SQ YD BETWEEN NEW BITUMINOUS
LAYERS PLACED THAT HAVE BEEN SUBJECTED TO TRAFFIC AND A RATE OF 0.09 TO 0.135 GAL/SQ YD
ON TRAFFICKED BITUMINOUS SURFACES TO BE OVERLAID. THESE APPLICATION RATES ARE FOR
UNDILUTED EMULSION (AS SUPPLIED FROM THE REFINERY) OR MC LIQUID ASPHALT. (INCIDENTAL)
15.ALL BITUMINOUS MIXTURES SHALL MEET THE REQUIREMENTS OF SPEC. 2360.
16.PROVIDE A SAWCUT TO ENSURE A UNIFORM JOINT WHERE PLACING NEW PAVEMENT NEXT TO
INPLACE PAVEMENT.
19.THE CONTRACTOR IS HEREBY REMINDED OF THE RESPONSIBILITY UNDER STATE LAW TO CONTACT
ALL UTILITIES THAT MAY HAVE FACILITIES IN THE AREA. CONTACT MUST BE MADE THROUGH GOPHER
STATE ONE-CALL.
20.THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES IN AREAS OF POSSIBLE CONFLICTS WITH
PROPOSED UTILITIES. ALL LOCATING, GRADE CHANGES TO PROPOSED UTILITIES, CUTTING, INVERT
CHANGES, MODIFICATIONS TO STRUCTURES, CONSTRUCTION CREW "DOWN TIME" AND ADDITIONAL
ADJUSTMENT RINGS REQUIRED TO CONSTRUCT PROPOSED UTILITIES UNDER/OVER EXISTING
UTILITIES SHALL BE CONSTRUCTED AS INCIDENTAL.
21.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SEE THAT THE TEMPORARY EROSION ITEMS ARE
USED THROUGHOUT THE PROJECT. WHENEVER PRACTICAL, EVEN THOUGH SPECIFIC LOCATIONS FOR
THEIR USE MAY NOT BE DESIGNATED DUE TO CONSTRUCTION STAGING.
22.THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING CONSTRUCTION IN A MANNER THAT WILL
CONTROL EROSION, SEE THE EROSION CONTROL PLANS FOR SUGGESTED LOCATIONS AND DEVICES.
23.NO EXTRA PAYMENT WILL BE MADE FOR TEMPORARY STOCKPILING OF EXCAVATION, EMBANKMENT
AND/OR BORROW MATERIAL.
24.AS PART OF TRAFFIC CONTROL, WHEN CLOSING PATHS OR SIDEWALKS, PROVIDE SIGNAGE FOR USERS
PER DETAILS IN THE PLAN AND MN MUTCD, OR AS DIRECTED BY THE ENGINEER.
25.DO NOT BLOCK OPEN SIDEWALKS OR PATHS WITH CONSTRUCTION EQUIPMENT OR MATERIALS.
CONSTRUCTION NOTES
WATERMAIN NOTES:
1.POTHOLE EXISTING UTILITIES AT WATERMAIN CROSSINGS AS NECESSARY TO AVOID CONFLICTS. PAID
FOR AS EXCAVATION SPECIAL.
2.VERIFY EXISTING WATERMAIN LOCATION AND ELEVATIONS AT CONNECTION LOCATIONS PRIOR TO
WATERMAIN INSTALLATION (INCIDENTAL).
3.WATERMAIN IN THE OPEN TRENCH AREAS TO BE PVC C900 AND INSTALLED WITH A MINIMUM OF 7.5' OF
COVER (OVER DEPTH IS CONSIDERED INCIDENTAL) AND MUST MAINTAIN 10' HORIZONTAL SEPARATION
WITH ALL SEWER AND 18" VERTICAL SEPARATION AT ALL SANITARY AND STORM CROSSINGS.
COORDINATE ANY DEVIATIONS WITH ENGINEER.
4.TRENCHLESS WATERMAIN PIPE MATERIAL TO BE 8" EQUIVALENT; 10" HDPE, DR 18 OR 8" FUSIBLE PVC
5.PROTECT ALL EXISTING UTILITIES.
6.TRAFFIC CONTROL SHALL CONFORM TO MN/MUTCD AND HENNEPIN COUNTY PERMIT REQUIREMENTS.
7.STREET CROSSING CONNECTIONS MAY EITHER BE OPEN TRENCHED ALLOWING 1-LANE OF TRAFFIC AT
ALL TIMES OR PIPE BURST.
8.ALL COPPER SERVICES SHALL BE RECONNECTED TO NEW WATERMAIN WITH A NEW SADDLE WRAPPED IN
POLY, CORPORATION STOP AND CONNECT TO EXISTING COPPER AFTER A NEW GOOSENECK. SUPPORT
FOR CORPORATION AND GOOSENECK SHALL CONSIST OF A MINIMUM OF 0.5 CY OF GRANULAR BORROW
EQUAL TO MNDOT 3149.2B1 AND THROUGHLY PACKED.
9.SHOULD A WATERMAIN OFFSET BE REQUIRED, PAYMENT SHALL BE MADE USING QUANTITIES OF
EXISTING BID ITEMS AS MEAURED IN THE FIELD. ITEMS INCLUDE PIPE, DUCTILE IRON FITTINGS, AND
INSULATION MATERIAL.
10.HYDROSTATIC TESTING WILL BE UTILIZING EXISTING GATE VALVES, INSTALL IN 2008 ON CROSS
STREETS.
11.ALL WATER LOCATE WIRING SHALL BE TESTED AND VERIFIED PRIOR TO FINAL PAYMENT.
12.ABANDON WATERMAIN INCLUDES FILL PIPE WITH SAND AND BULKHEADING BOTH ENDS. ABANDONED
GATE VALVE AND HYDRANT RELATED PIPES ALSO TO BE BELOW WITH SAND AND BULKHEAD 3' BELOW
GRADE.
13.EXISTING WATERMAIN CASING SHOWN AT STA. 513+40 TO BE UTILIZED AFTER EXISTING 6" CIP PIPE
REMOVED. WHEN INSTALLING NEW WATERMAIN PIPE WITHIN EXISTING CASING PAYMENT FOR 8"
EQUIVALENT ITEM INCLUDES FOR THIS CROSSING ALL SHORING AND FILLING OF ANNULAR SPACE.
PBR
MAF
MAF
JDP
JDP
193805693 138
SOILS AND CONSTRUCTION NOTES
8
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/16/2023 - 1:34pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_G004.dwgXrefs:, 193805693_BorderTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
12'
THRU LANE
EX. R/W
VARIES
CONC. BLVD
10'
TRAIL
INSET B
0.015
0.5'
INSET A
3" TYPE 9.5 WEARING COURSE MIX (2,B)
(SPWEA230B) (TWO LIFTS)
INSET B - BITUMINOUS TRAIL
6" AGGREGATE BASE CL 5 (VIRGIN OR RECLAIM)
GEOTEXTLE FABRIC TYPE 4
COMPACTED SUB-BASE
6" CONCRETE WALK (3F52A MIX)
INSET A - CONCRETE BOULEVARD
4" AGGREGATE BASE CL 5 (VIRGIN OR RECLAIM)
COMPACTED SUB-BASE
EX. R/W
VARIES
CONC. BLVD
10'
TRAILS
B624 C&G
1'2V:1H0.5'
INSET B
0.0153'
MIN
INSET A
12'
THRU LANE
12'
THRU LANE
EXISTING
C&G
EX. R/W
10'
TRAIL
INSET B
0.015
0.5'
VARIES
CONC. PED RAMP
B624 C&G
1'2V:1H3'
MIN
INSET A
12'
THRU LANE
NEW CURB
(GETTYSBURG AVE N. TO ENSIGN AVE N.)
NEW CURB
(ENSIGN AVE N. TO 100' EAST OF ENSIGN AVE N.)
NEW TRAIL
(100' EAST OF ENSIGN AVE N. TO BOONE AVE N.)
PED RAMPS
INSET C INSET C
6" TYPE 12.5 NON WEARING COURSE MIX (3,B)
(SPNWB330B) (MAX 2" LIFT DEPTH)
MATCH INPLACE PAVEMENT DEPTH
INSET C - BITUMINOUS PATCH SPECIAL
8" AGGREGATE BASE CL 5 (MATCH EXISTING)
GEOTEXTILE FABRIC TYPE 1
COMPACTED SUB-BASE
4" TYPE 9.5 WEARING COURSE MIX (3,B)
(SPWEA340B) (TWO LIFTS)
3'
MIN
INSET C 2V:1HWATERMAIN REPAIR IN ROADWAY
INSET C
COMPACTED BACKFILL
(CITY DETAIL BED-1)
WATERMAIN PIPE
EXISTING PAVEMENT
3" BITUMINOUS PAVEMENT
7" CONCRETE PAVEMENT
8" AGGREGATE BASE
EXISTING PAVEMENT
3" BITUMINOUS PAVEMENT
7" CONCRETE PAVEMENT
8" AGGREGATE BASE
EXISTING PAVEMENT
3" BITUMINOUS PAVEMENT
7" CONCRETE PAVEMENT
8" AGGREGATE BASE
EXISTING PAVEMENT
3" BITUMINOUS PAVEMENT
7" CONCRETE PAVEMENT
8" AGGREGATE BASE
EXISTING PAVEMENT
3" BITUMINOUS PAVEMENT
7" CONCRETE PAVEMENT
8" AGGREGATE BASE
2'
CZ
2'
CZ
2'
CZ
2'
CZ
2'
CZ
2'
CZ
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 12:44pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C100.dwgXrefs:, 193805693-XSNO, 193805693_Border, 193805693-XSXVTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
TYPICAL SECTIONS
15
PBR
MAF
MAF
JDP
JDP
193805693 138
3" WEARING COURSE MIXTURE PER SPEC.
8' OR 10'
0.5'
0.5'
MINIMUM 12" WIDE SHOULDER
EACH SIDE
BITUMINOUS PATHWAY
CONCRETE SIDEWALK
4" CONCRETE PER SPEC.
MINIMUM 12" WIDE SHOULDER
EACH SIDE0.5'
0.5'
6' TYP.
SEE TYP. SECTION
PLATE NO.
TYPICAL SECTION FOR BITUMINOUS
PATHWAY AND CONCRETE SIDEWALK
STR-26
0.02'/FT (MAX.)
0.02'/FT (MAX.)
LAST REVISION:
Dec. 2015
CITY OF NEW HOPE, MN
6" AGGREGATE BASE, CLASS 5, 100% CRUSHED
EXCAVATION AND ADDITIONAL AGGREGATE BASE, CLASS 5, AS
DIRECTED BY THE ENGINEER
6" AGGREGATE BASE, CLASS 5, 100% CRUSHED
EXCAVATION AND ADDITIONAL AGGREGATE BASE, CLASS 5, AS
DIRECTED BY THE ENGINEER
GEOTEXTILE FABRIC
GEOTEXTILE FABRIC
COMPACTED BACKFILL
GRANULAR BORROW
MNDOT SPEC.
3149.2B.1
"DIA" DENOTES OUTSIDE
DIAMETER OF PIPE
DIA+12" MIN.
6" BELOW PIPE
12"
DIA
PIPE FOUNDATION & BEDDING
GOOD SOILS
IMPROVED PIPE FOUNDATION MATERIAL (3149.2H MOD.)
CONSIDERED INCIDENTAL TO THE SPECIFIED GRANULAR
BORROW MATERIAL (3149.2B.1) IN THIS AREA
COMPACTED
BACKFILL
12"
ABOVE
PIPE
COARSE FILTER
AGGR. MNDOT SPEC.
3149.2H MOD.
DIA
IMPROVED PIPE
FOUNDATION 6" PAY
DEPTH INCREMENTS TYP.
"DIA" DENOTES OUTSIDE
DIAMETER OF PIPEDIA+12" MIN.
IMPROVED PIPE FOUNDATION MATERIAL
POOR SOILS
PLATE NO.
LAST REVISION:
BED-1
AUG 2017PIPE FOUNDATION & BEDDING
METHODS FOR PVC
CITY OF NEW HOPE, MN
6" INCIDENTAL
ABOVE PIPE
VARIES
PLATE NO.
LAST REVISION:GATE VALVE AND BOX
INSTALLATION
WAT-3
MAR. 2020
CITY OF NEW HOPE, MN
DROP LID
TOP
EXTENSION
BOTTOM
8" CONC. BLOCK
3' MIN
GRADE
BASE MEGALUGS
NOTES: 1. ALL EXTERIOR GATE VALVE BOLTS ARE TO BE
STAINLESS STEEL OR CITY APPROVED EQUAL.
2. PROVIDE POLYWRAP AROUND ALL FITTINGS AND
GATE VALVE BOXES.
3. 7.5' MINIMUM COVER REQUIRED OVER TOP OF
WATERMAIN.
4. RESTRAIN TEE AND VALVE WITH MEGALUG (OR
EQUAL) THRUST RESTRAINTS.
ADJUST TOP TO 3/8" BELOW
GRADE. BOX TO BE SET TO
PROVIDE 12" OF ADJUSTMENT.
GATE VALVE BOX, SCREW TYPE, 3
PIECE, 5 1/4" SHAFT, SIZE G BOX,
7'-6" EXTENDED, #6 ROUND BASE
RESILIENT WEDGE VALVE
CONFORMING TO AWWA C-509-80
STANDARDS
GATE VALVE BOX
SHALL BE CAST IRON.
ROCK WITH FABRIC
ON TOP
TRACER
WIRE
GATE VALVE ADAPTER: 1/4" STEEL
WITH PROTECTIVE COATING, 1/2"
RUBBER GASKET INSTALLED
BETWEEN THE GATE VALVE AND
GATE VALVE ADAPTER.
PLATE NO.
LAST REVISION:
CONCRETE THRUST BLOCKING
WAT-6
NOV 2014
CITY OF NEW HOPE, MN
332211
2'-0"
1'-6"
D
2'-8"
2'-1"
B
90° BEND/TEE
1'-6"
1'-5"
D
2'-1"
1'-5"
B
45° BEND
1'-5"
1'-5"
D
1'-5"
1'-5"
B
22 1/2° BEND
BUTTRESS DIMENSIONS
8"
6"
SIZE
PIPE
1 2 3B2B13
SECTION A-A PLAN 0° TO 22 1/2° BENDS
PLAN 22 1/2° TO 45° BENDSPLAN 45° TO 90° BENDS
D D DAA
A AA
AAA
A BCONCRETE
UNDISTURBED EARTH
BEDDING MATERIAL
VARIABLE 3' MIN.
90°
6"
16'
20"
24"
3'-0"
3'-6"
4'-4"
2'-0"
2'-8"
3'-0"
3'-10"
5'-6'
6'-10"
3'-0"
3'-4"
3'-10"
6'-2"
8'-4"
9'-8"
3'-6"
4'-0"
5'-0"
2'-6"4'-9"2'-0"3'-4"1'-10"1'-10"12"
PROVIDE
SEPARATION
FABRIC/WRAP IN
BETWEEN
CONCRETE AND
PIPE.
NOTES:
1.SHAPE OF BACK OF BUTTRESS
MAY VARY AS LONG AS POURED
AGAINST FIRM UNDISTURBED
EARTH.
2.DIMENSION 'A' SHOULD BE AS
LARGE AS POSSIBLE.
3.Ɵ = 45° MINIMUM
4.PROVIDE POLYETHYLENE WRAP
AROUND ALL FITTINGS.
5.ALL BENDS AND FITTINGS SHALL
BE RESTRAINED WITH MEGALUG
THRUST RESTRAINTS OR EQUAL.
6.NO PVC TO CONCRETE
CONTACT.
Ɵ - SEE NOTE 3
Ɵ - SEE NOTE 3
Ɵ - SEE NOTE 3
PLATE NO.
LAST REVISION:
WATER MAIN OFFSET W/ MEGALUGS
WAT-10
JAN 2019
CITY OF NEW HOPE, MN
NOTES:
1. ALL FITTINGS SHALL BE FUSION BONDED EPOXY COATED DUCTILE IRON TO MEET
OR EXCEED ANSI/AWWA C550 AND C116/A21.116 REQUIREMENTS.
2.MEGALUGS WILL NOT BE ALLOWED ON ANY CIP WATER MAIN.
3.SELECT GRANULAR WILL BE REQUIRED BETWEEN INSULATION, WATER MAIN, AND
OBSTRUCTION.
4.ALL BENDS SHALL HAVE MEGALUGS WITH BLOCKING AND POLY-WRAP.
5.ALL WATERMAIN BOLTS SHALL BE COR-BLUE.
6.TRACER WIRE SHALL BE TAPED TO BOTTOM OF WATERMAIN PIPE EVERY 20'.
LC
CITY OF NEW HOPE, MN
6" LEAD
HYDRANT
PLATE NO.
LAST REVISION:
WAT-11
MAR. 2020
2 CUBIC YARDS MIN. 1-1/2" WASHED
ROCK MNDOT SPEC. 3149 TO MIN. 1'
ABOVE WEEP HOLES. COVER WITH
MNDOT SPEC 3733 TYPE 5 FABRIC.
HYDRANT FLAG
AS SPECIFIED
MIN. 7'-0"CL
VARIABLE
VARIABLE
VARIABLE
CORPORATION STOP
VARIABLECORPORATION STOP
MUELLER B-25000
FORD F-600-4, F-600-6
McDONALD 4701-B
CURB STOP
MUELLER B-25154
FORD B22-444M, B22-666M
McDONALD 6104
CURB BOX
McDONALD 5614
NOTES:
1.SEE SPECIFICATIONS FOR APPROVED MANUFACTURERS.
2.CURB BOX SHALL EXTEND FROM 78" TO 90".
3.ALL PIPE SHALL BE BEDDED IN GRANULAR BORROW 3149.2B1.
4.IF CURB STOP IS IN DRIVEWAY, CONTRACTOR MUST INSTALL A FORD A-1
CASTING, WITH SMOOTH LID.
5.CURB BOX LID SHALL BE OFFSET 1 1/2" SET SCREW TYPE BY ESS
BROTHERS OR APPROVED EQUAL.
WATER MAIN
45°
PLATE NO.
LAST REVISION:
WATER SERVICE CONNECTION
SER - 1
MAY 2017
CITY OF NEW HOPE, MN
CONNECT TO EX. WATER
SERVICE
CONCRETE BLOCK
SUPPORT
TYPE "K" COPPER
WATER SERVICE
CURB STOP AND BOX
(ADJUST TO 1" BELOW
FINISH GRADE) @ ROW
ROW
SUPPORT FOR CORPORATION
AND GOOSENECK SHALL
CONSIST OF A MINIMUM OF
0.5 C.Y. OF GRANULAR
BORROW EQUAL TO MN/DOT
3149.2B1 THOROUGHLY
COMPACTED
PLATE NO.
LAST REVISION:CONCRETE DRIVEWAY APRON
COMMERCIAL
STR-8R
DEC 2022
CITY OF NEW HOPE, MN
12"8"SECTION A-A
THRU
12"
3/4" PER FOOT
VARIABLE 12"12"
6" AGGREGATE BASE
THRU B618 C&G
CONCRETE GUTTER
SECTION B-B
EXPANSION JOINT
MEASUREMENT FOR PAYMENT
EXPANSION JOINT
INTEGRAL CAST
12"
A
A
B
B
NO. 4 REBAR
TYPICAL
NO SCALE
SECTION
PROP. LINE, SIDEWALK, OR EX. DRIVEWAYEXPANSION JOINTEXPANSION JOINTDRIVEWAY PATCHING BEYOND
APRON WILL MATCH THE EXISTING
SURFACE TYPE.
NO. 4 REBAR
CONCRETE CURB
AND GUTTER
NO. 4 REBAR
6" AGGREGATE
8" CONCRETE
3'
8"
BASE, CLASS 5
PAVEMENT
CONSTRUCTION DETAILS
16
PBR
MAF
MAF
JDP
JDP
193805693 138
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 12:55pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_G005.dwgXrefs:, 193805693_BorderTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
NEENAH R3067-VB OR R3067-V
CATCH BASIN FRAME AND GRATE.
SHALL BE FURNISHED WITH CURB
INLET BOX AND 3" DIA. FRONT
FACE AND 4" MAXIMUM OPENING.
NEW HDPE RINGS (MAX. 12")
CATCH BASIN STRUCTURE WITH
TOP SLAB OR 2' X 3' BOX.
WOVEN FILTER FABRIC
NEENAH R1642-B MANHOLE FRAME
OR EQUAL, (WITH "NEW HOPE"
COVERS).
NEW HDPE RINGS (MAX. 12")
MANHOLE STRUCTURE WITH
TOP SLAB OR CONE SECTION.
PLATE NO.
LAST REVISION:
STR-18
MARCH 2019CATCH BASIN & MANHOLE ADJUSTMENT
CITY OF NEW HOPE, MN
PLATE NO.
LAST REVISION:
STR-39R
DEC 2022CONCRETE VALLEY GUTTER
CITY OF NEW HOPE, MN
CONSTRUCTION DETAILS
17
PBR
MAF
MAF
JDP
JDP
193805693 138
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 12:55pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_G005.dwgXrefs:, 193805693_BorderTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
EXISTING #4 REBAR WITH #3 HOOK TIES @ 36" O.C.
EXISTING AGGREGATE BASE, CLASS 5
INSTALL SALVAGED PAVERS6"8" (TYP)
EXISTING POURED-IN-PLACE CONCRETE CURB. CONTRACTION
JOINTS AT 6'-0" SPACING & DOWELED EXPANSION JOINTS
EVERY 24' 2 DOWELS PER EXPANSION JOINT WOOD FLOAT
FINISH
6" AGGREGATE BASE, CLASS 5
EXISTING FILTER FABRIC
EXISTING SELECT GRANULAR BORROW
GEOTEXTILE FABRIC TYPE V
45° HERRINGBONE PATTERN
RUNNING BOND SOLDIER COURSE, (TYP)
CONCRETE WALK
CUT PAVERS AT CORNERS AS SHOWN
JOINTS TO BE FILLED WITH CLEAN SAND
PAVERS
6" DEPTH COMPACTED AGGREGATE BASE
5" THICK CONCRETE SUB-SLAB
1" MAX. MASON SAND SETTING BED.
SUBBASE VARIES
PLANTING
AREA
#4 TIE BARS, 12" LONG EPOXY COATED AT
CONCRETE WALK TO EXISTING PAVER
CONCRETE BASE @ 36"O.C.EXISTING CONCRETE BASE
EXISTING AGGREGATE BASE
1" MAX. MASON SAND SETTING BED
SAND COMPOSITION AND SIZE AS SPECIFIED
INSTALL SALVAGED BRICK PAVERS SAWCUT
6" COLORED CONCRETE WALK
NEW CONCRETE WALK
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/16/2023 - 2:16pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C800.dwgXrefs:, 193805693_BorderTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
CONSTRUCTION DETAILS
BRICK PAVERS
18
PBR
MAF
MAF
JDP
JDP
193805693 138
RAISED PLANTER CURB AT PAVERS
NOT TO SCALE
NEW SIDEWALK ALONG EXISTING BRICK PAVERS
NOT TO SCALE
PAVER SECTION
NOT TO SCALE
HERRINGBONE PAVER PLAN
NOT TO SCALE
GATEWAY COLONNADE
EXISTING PLANTER CURB
8'-0"6'-0"
EXISTING SELECT GRANULAR BORROW
UNDISTURBED OR COMPACTED SUBGRADE
11'-2 1/2"
FIELD VERIFY
REMOVE BRICK SIDEWALK
(SALVAGE ENOUGH BRICK PAVERS
TO INSTALL SOLDER COURSE ALONG
EDGE OF NEW CONCRETE WALK)
REMOVE CONCRETE SIDEWALK
EXISTING AGGREGATE BASE CLASS 5
EXISTING PLANTER CURB
8'-0"6'-0"
EXISTING SELECT GRANULAR BORROW
UNDISTURBED OR COMPACTED SUBGRADE
11'-2 1/2"
FIELD VERIFY
INSTALL
SALVAGED
PAVERS
6" CONCRETE WALKSUPPLEMENTAL AGGREGATE BASE CLASS 5
TOP OF AGGREGATE TO BE 6" BELOW
FINISH GROUND SURFACE
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/16/2023 - 2:16pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C800.dwgXrefs:, 193805693_BorderTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
CONSTRUCTION DETAILS
BRICK PAVERS
19
PBR
MAF
MAF
JDP
JDP
193805693 138
EXISTING SECTION
NOT TO SCALE
PROPOSED SECTION
NOT TO SCALE
GETTYSBURG AVE N.H
G-VENT
Sllll
H
H
H
U
U
H
HH
H H
H
H
H
BENCH
BENCHBENCHBENCHCONTRASH
TRASHCONS
S
S
S
S
S S
S
S
S S
S
S
S
SS
SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS
CON
SS
SS
SS
S
S
SS
S
H
H
H
HH
H
HH
H
H
H H H
BENCHlllSS
SS
H
H
U
U
U
BENCHBENCHFLAG AVE N.ENSIGN AVE N.BOONE AVE N.XYLON AVE N.ZEALAND AVE N.AQUILA AVE N.WINNETKA AVE N.505 510
515
520
525
530
535 540 545
STAGE 1 - WINNETKA AVE N.
TO BE COMPLETED PRIOR TO MNDOT STAGE 2 DETOUR ROUTE INSTALLATION.
CONSTRUCTION
·INSTALL PEDESTRIAN RAMPS.
·INSTALL PUSH BUTTONS.
·REVISE MEDIANS.
TRAFFIC
·INTERSECTION TO REMAIN OPEN DURING CONSTRUCTION. SINGLE LANE CLOSURES
ALLOWED TO ACCOMMODATE WORK ZONE.
·EXISTING SIGNAL IS TO REMAIN OPERATIONAL DURING CONSTRUCTION.
STAGE 2 - WINNETKA AVE N. TO BOONE AVE N.
XYLON ROAD CLOSURE TO BE COMPLETED WHILE BRIDGE OVER TH 169 IS CLOSED TO TRAFFIC.
CONSTRUCTION
·INSTALL WATERMAIN
·INSTALL PEDESTRIAN RAMPS.
·INSTALL PUSH-BUTTON STATIONS.
TRAFFIC
·ROAD WILL BE OPEN TO ONE LANE IN EACH DIRECTION. TRAFFIC IS TO BE SHIFTED TO
ACCOMMODATE WORK ZONE SPACE.
·XYLON AVE N. SIGNAL IS REMAIN OPERATIONAL WHEN POSSIBLE DURING CONSTRUCTION.
IF SIGNAL IS NOT ABLE TO REMAIN OPERATIONAL ALL SIGNAL HEADS SHOULD BE COVERED
AND STOP SIGNS ARE TO BE USED AT THE INTERSECTION.
STAGE 3A - GETTYSBURG AVE N.
TO BE COMPLETED WHILE INTERSECTION IS CLOSED FOR MNDOT STAGE 2A.
CONSTRUCTION
·INSTALL WATERMAIN.
TRAFFIC
·INTERSECTION WILL BE CLOSED TO TRAFFIC AS PART OF MNDOT STAGE 2A.
STAGE 3B - GETTYSBURG AVE N. TO BOONE AVE N.
CONSTRUCTION
·INSTALL WATERMAIN.
·INSTALL TRAIL.
·INSTALL PEDESTRIAN RAMPS
TRAFFIC
·ROAD WILL BE OPEN TO ONE LANE IN EACH DIRECTION. TRAFFIC IS TO BE SHIFTED TO
ACCOMMODATE WORK ZONE SPACE.
STAGE 4 - BOONE AVE N.
TO BE COMPLETED WHILE BRIDGE OVER TH 169 IS CLOSED TO TRAFFIC
CONSTRUCTION
·INSTALL WATERMAIN.
·INSTALL TRAIL.
·INSTALL PEDESTRIAN RAMPS.
·INSTALL SIGNAL.
·INSTALL PUSH-BUTTON STATIONS.
TRAFFIC
·INTERSECTION IS TO BE CLOSED WITH DETOUR.
LEGEND
STAGE 1
STAGE 2
STAGE 3
STAGE 4
GENERAL NOTES:
·COORDINATION IS ANTICIPATED WITH THE MNDOT TH 169 PROJECT (STATE PROJECT NUMBER 2772-115).
·CHANGES TO STAGING PLAN MUST BE APPROVED BY THE ENGINEER BEFORE IMPLEMENTATION.
·MUST ALLOW ACCESS TO ALL BUSINESSES WITHIN CONSTRUCTION AREA.
·MULTIPLE MOBILIZATIONS ARE EXPECTED.
·ALTERNATE PEDESTRIAN ROUTE (APR) MUST BE ACCOMMODATED.
·TWO LANES OF TRAFFIC ARE TO BE MAINTAINED DURING CONSTRUCTION. FLAGGING OPERATIONS ARE
REQUIRED FOR ANY WORK WHERE TWO LANES OF TRAFFIC CANNOT BE MAINTAINED AT ALL TIMES.
0 150 300
N
PBR
MAF
MAF
JDP
JDP
193805693 138
STAGING PLAN
35
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 12:57pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C650.dwgXrefs:, 193805693_Border, 193805693-XSXT, 193805693-XSNO, 193805693-XSNU, 193805693-XSXVTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
LEGEND
PLACE MIN. 14 DAYS PRIOR TO
CLOSURE
*
WORK AREA
DETOUR ROUTE
GENERAL INFORMATION:
1.THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN THE DEVICES IN THIS TRAFFIC CONTROL PLAN UNLESS OTHERWISE NOTED.
2.FIELD CONDITIONS MAY REQUIRE MODIFICATIONS OF THIS LAYOUT AS DEEMED NECESSARY BY THE ENGINEER.
3.ALL DISTANCES ARE APPROXIMATE.
4.THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ANY WORK AREAS NEAR TRAFFIC IN ACCORDANCE WITH THE MN MUTCD.
5.THE CONTRACTOR SHALL PROVIDE DETAILED TRAFFIC CONTROL PLANS TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCING CONSTRUCTION.
SYMBOL DESCRIPTION
TRAFFIC CONTROL DEVICES & SYMBOLS LEGEND
TYPE III BARRICADE =
TRAFFIC CONTROL SIGN
TYPE A FLASHING WARNING LIGHT
AREA CLOSED TO TRAFFIC / WORK AREA
IMPACT ATTENUATOR
FLASHING ARROW BOARD TYPE C =
(4' X 8' UNLESS OTHERWISE NOTED).
SOLID LINE PAVEMENT MARKING WITH TEMPORARY
RAISED PAVEMENT MARKERS AT 10' SPACES
DRUM-LIKE CHANNELIZER (TYPE B) =
PORTABLE PRECAST CONC BARRIER DES 8337
WITH DELINEATORS AT 25' SPACING
SIGNING:
1.ALL TRAFFIC CONTROL DEVICES, INCLUDING OVERHEAD SIGNS ON ROADS OPEN TO TRAFFIC THAT ARE NOT CONSISTENT WITH TRAFFIC OPERATION
SHALL BE COVERED, REMOVED OR REVISED AS DIRECTED BY THE ENGINEER.
2.WHEN SIGNS ARE PLACED, THEY SHALL BE MOUNTED ON POSTS DRIVEN INTO THE GROUND AT THE PROPER HEIGHT AND LATERAL OFFSET AS SHOWN
IN THE TYPICAL TEMP SIGN FRAMING & INSTALLATION DETAILS IN THE PLAN. IF THIS IS NOT POSSIBLE THEY WILL BE MOUNTED ON PORTABLE
SUPPORTS AS APPROVED BY THE ENGINEER. WHEN THE SIGNS ARE REMOVED THE SIGN POSTS SHALL ALSO BE REMOVED AS SOON AS POSSIBLE.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY EXTRA SIGNING NEEDED TO FACILITATE TRAFFIC SWITCHES OR FOR TRANSITIONING TRAFFIC
FROM ONE STAGE TO ANOTHER.
4.ALL ORANGE WARNING AND ORANGE GUIDE SIGNS SHALL BE FABRICATED WITH SIGN SHEETING MATERIAL AS LISTED ON THE MNDOT APPROVED
PRODUCT LIST FOR "SHEETING FOR RIGID TEMPORARY WORK ZONE SIGNS".
5.BARRICADES SHALL BE FABRICATED WITH SIGN SHEETING MATERIAL AS LISTED ON THE MNDOT APPROVED PRODUCT LIST FOR BARRICADE
SHEETING. NOTE THAT ASTM TYPE VII SHEETING IS NOT ALLOWED ON BARRICADES AFTER JANUARY 1, 2010.
6.LONGITUDINAL DROP-OFFS SHALL BE SIGNED AS SHOWN IN THE "TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS" FIELD MANUAL UNLESS OTHERWISE
SPECIFIED IN THESE PLANS.
7.THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE FINAL SIGNS TO ASSURE THAT THE FINAL SIGNS ARE PLACED AS NEEDED, OR
PROVIDE TEMPORARY SIGNING AT THEIR EXPENSE UNTIL THE FINAL SIGNING IS PLACED.
PAVEMENT MARKING:
1.THE ENGINEER'S INVOLVEMENT IN THE APPLICATION OF THE MATERIAL SHALL BE LIMITED TO FIELD CONSULTATION AND INSPECTION. THE
CONTRACTOR WILL PLACE NECESSARY "SPOTTING" AT APPROPRIATE POINTS TO PROVIDE HORIZONTAL CONTROL FOR STRIPING AND TO
DETERMINE NECESSARY STARTING AND CUTOFF POINTS. LONGITUDINAL JOINTS, PAVEMENT EDGES AND EXISTING MARKINGS MAY SERVE AS
HORIZONTAL CONTROL WHEN SO DIRECTED.
2.OBLITERATE ANY CONFLICTING PAVEMENT MARKINGS AS DIRECTED BY THE ENGINEER.
3.PAINT, POLYMER LANE TAPE AND/OR TRPM'S ARE ACCEPTABLE TEMPORARY STRIPING ALTERNATIVES ACCORDING TO ACTUAL CONDITIONS
ENCOUNTERED AS DIRECTED BY THE ENGINEER. GENERALLY, ONLY PAINT WILL BE USED BEFORE MAY 1ST OR WHEN THE OTHER MANUFACTURERS'
SPECIFICATIONS CAN NOT BE MET.
4.TRPM'S (TEMPORARY RAISED PAVEMENT MARKERS) SHOULD BE USED TO SUPPLEMENT THE LONG TERM (MORE THAN 3 DAYS) EDGELINES ON ALL
TRANSITION AREAS WHEN THE CONDITIONS ARE WITHIN THE MANUFACTURERS' SPECIFICATIONS.
5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PLACEMENT OF TEMPORARY AND FINAL STRIPING. THE CITY WILL ASSIST IN
THE SPOTTING OF TRANSITION AREAS, GORES AND TAPERS.
CONSTRUCTION INFORMATION SIGNING:
1.THE CONTRACTOR SHALL USE CONSTRUCTION INFORMATION SIGNING AS SHOWN IN THE PLAN AND WHICH ARE TO BE USED AS FOLLOWS:
·G20-X1 CLOSURE NOTICE SIGNS PAIRED WITH G20-X3 WORK ENDS SIGNS TO DISPLAY THE CORRECT START DATE AND AN ESTIMATED FINISH DATE
AS APPROVED BY THE PROJECT ENGINEER.
·CONSTRUCTION INFORMATION SIGNING NOT VISIBLE TO THE MOTORING PUBLIC ONCE WORK BEGINS WILL BE MOVED BY THE CONTRACTOR TO A
SITE IN ADVANCE OF THE WORK ZONE OR CLOSURE AS DIRECTED BY THE PLAN OR PROJECT ENGINEER.
2.PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS) SHALL BE PLACED AT THE DIRECTION OF THE ENGINEER. THE CONTRACTOR SHALL HAVE A MINIMUM
OF TWO (2) ON HAND FOR USE AS DIRECTED.
1.THE CONTRACTOR IS REQUIRED TO PREPARE AND SUBMIT THEIR OVERALL PROJECT CONSTRUCTION PHASING PLAN AND SCHEDULE TO THE
ENGINEER FOR APPROVAL PRIOR TO COMMENCING ANY WORK AND WITHIN THE GENERAL PARAMETERS AS DETAILED ON THIS SHEET. THE
CONTRACTOR SHALL STAGE THE PROJECT TO MINIMIZE DISRUPTION TO ACCESSES SERVING AFFECTED PARCELS AND SHALL SCHEDULE
CONSTRUCTION ACTIVITIES TO FACILITATE RETURNING THE ROADWAY TO A PAVED SURFACE AS SOON AS POSSIBLE FOLLOWING UTILITY/ SEWER
INSTALLATIONS. THE CONTRACTOR'S PHASING PLAN SHALL ALSO INCLUDE DETAILS ON PROPOSED STAGING WITHIN EACH PHASE THAT
DEMONSTRATES HOW THE ACCESS REQUIREMENTS WILL BE MET FOR INDIVIDUAL PROPERTY OWNERS WITHIN THE ACTIVE CONSTRUCTION
PHASE(S). THE CONTRACTOR'S SCHEDULE FOR EACH PHASE SHALL CLEARLY INDICATE START AND COMPLETION DATES FOR ALL MAJOR
COMPONENTS OF EACH PHASE (IE, REMOVALS, UTILITY INSTALLATION, ROAD GRADING, AGGREGATE PLACEMENT, PAVING, ETC.). THE
CONTRACTOR SHALL ALSO SUBMIT A PAVING PLAN AND SCHEDULE TO THE ENGINEER FOR REVIEW AND APPROVAL. PAVING PLANS SHALL INCLUDE
THE CONTRACTOR'S ANTICIPATED SEQUENCES AND TIMING OF COMPLETING CONCRETE PAVEMENT, DRIVEWAY APPROACHES, SIDEWALKS AND
LOCATIONS FOR THE PROPOSED USE OF HIGH EARLY CONCRETE. PAVING AND CONCRETE FLATWORK SHALL BE SCHEDULED TO LIMIT THE
NUMBER OF ACCESS DISRUPTIONS FOR AFFECTED PROPERTIES.
2.IF AT ANY TIME, THE CONTRACTOR FALLS BEHIND THE MOST RECENT APPROVED SCHEDULE, THE ENGINEER RESERVES THE RIGHT TO LIMIT THE
CONTRACTOR FROM STARTING ANY SUBSEQUENT PHASES (OR IMPACTING ADDITIONAL UNDISTURBED PAVEMENT AND SIDEWALK) UNTIL THE
CONTRACTOR HAS COMPLETED CATCHUP TASKS.
3.THE CONTRACTOR IS REQUIRED TO CONSTRUCT AND MAINTAIN ACCESS TO BUSINESSES WITH PRIMARY ACCESSES CONNECTING TO STREETS
WITHIN THE PROJECT. TO MAINTAIN ACCESS TO THESE PROPERTIES, THE CONTRACTOR SHALL BE REQUIRED TO CONSTRUCT TEMPORARY
AGGREGATE SURFACED DRIVEWAY / ROADWAY AND MAINTAIN THESE FACILITIES THROUGHOUT CONSTRUCTION. MULTIPLE RELOCATIONS AND
CONFIGURATIONS OF THESE ACCESS MAY BE REQUIRED. IF SALVAGED AGGREGATE, MILLINGS OR CRUSHED CONCRETE IS NOT AVAILABLE FROM
WITHIN THE RECONSTRUCTION CORRIDOR, THE CONTRACTOR SHALL PROVIDE AGGREGATE BASE CLASS 5 FROM AN OUTSIDE SOURCE FOR THIS
PURPOSE (INCIDENTAL). THE CONTRACTOR IS RESPONSIBLE FOR THE PLANNING, CONFIGURATION AND STAGING OF THESE ACCESSES
THROUGHOUT CONSTRUCTION. IN ADDITION, THE CONTRACTOR MAY BE REQUIRED TO STAGE PAVING, CURB AND GUTTER, DRIVEWAY PAVEMENT
AND SIDEWALK CONSTRUCTION TO MAINTAIN VEHICULAR AND PEDESTRIAN ACCESS.
4.THE CONTRACTOR SHALL DETERMINE THE REQUIREMENTS FOR TRAFFIC CONTROL, SIGNAGE, TEMPORARY PAVEMENT MARKINGS AND BARRICADES
FOR ALL PHASES OF THE IMPROVEMENTS AS ILLUSTRATED WITHIN THE DRAWINGS AND DISCUSSED WITHIN THE SPECIAL PROVISIONS. THE
CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL AND LOCAL TRAFFIC DETOUR PLANS FOR EACH PHASE OF CONSTRUCTION FOR APPROVAL BY THE
ENGINEER, 14 DAYS PRIOR TO INITIATING WORK ON THE PHASE. ALL PLANS SHALL CONFORM TO THE MN MUTCD AND THE MNDOT TRAFFIC
ENGINEERING MANUAL.
5.ALL TRAFFIC CONTROL DEVICES, SIGNAGE, TEMPORARY PAVEMENT AND BARRICADES SHALL BE PROVIDED AND MAINTAINED BY THE CONTRACTOR
FOR ALL PHASES OF WORK. PAYMENT FOR THESE ITEMS ON ALL PHASES OF CONSTRUCTION SHALL BE MADE UNDER BID ITEM 2563.601, TRAFFIC
CONTROL (LUMP SUM). NO ADDITIONAL COMPENSATION FOR TRAFFIC CONTROL, SIGNAGE, TEMPORARY AGGREGATE SURFACED ACCESSES,
PAVEMENT MARKINGS OR BARRICADES WILL BE MADE REGARDLESS OF THE QUANTITY OF ITEMS REQUIRED FOR THE WORK.
6.THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ANY WORK AREAS NEAR TRAFFIC IN ACCORDANCE WITH THE MN MUTCD.
7.ALL TRAFFIC CONTROL DEVICES SHALL BE APPROPRIATELY PLACED IN ACCORDANCE WITH THE MN MUTCD AND MNDOT TRAFFIC ENGINEERING
MANUAL,
8.ALL PERMANENT SIGNING SHALL BE PLACED BEFORE ROADWAYS ARE OPEN TO TRAFFIC, UNLESS OTHERWISE NOTED. (EXCLUDES OPENINGS FOR
LOCAL TRAFFIC ONLY).
9.CONTRACTOR SHALL ADD "ROAD WORK AHEAD" SIGNS WITH A HIGH INTENSITY FLASHING LIGHT ON TOP TO ALL ROADS THAT INTERSECT THE
PROJECT WHERE ACTIVE CONSTRUCTION IS UNDERWAY. SIGN PLACEMENT SHALL CONFORM TO THE MN MUTCD AND THE MNDOT TRAFFIC
ENGINEERING MANUAL.
10.SOME CONSTRUCTION MAY REQUIRE TEMPORARY LANE CLOSURES THAT ARE NOT SHOWN IN THE PLANS. REFER TO THE MN MUTCD AND THE
MNDOT TRAFFIC ENGINEERING MANUAL FOR STANDARD LANE CLOSURE. (INCIDENTAL).
11.WRITTEN NOTICE SHALL BE PROVIDED TO THE CITY ONE WEEK PRIOR TO ROADWAY CLOSURES.
12.LONGITUDINAL DROP-OFFS ARE TO BE ADDRESSED PER THE GUIDELINES CONTAINED WITHIN THE FIELD MANUAL. IN ALL INSTANCES WHERE
DROP-OFFS ARE GREATER THAN 12-INCHES, TEMPORARY TRAFFIC BARRIERS SHALL BE PLACED ADJACENT TO WHERE TRAFFIC IS MAINTAINED.
(INCIDENTAL).
13.THE CONTRACTOR SHALL DEVELOP AND PROVIDE AN ALTERNATE PEDESTRIAN ROUTE (APR) FOR ALL LOCATIONS / OCCURRENCES THAT
PEDESTRIAN ACCESS IS BLOCKED OR IMPACTED BY CONSTRUCTION. REFER TO MNDOT WEBSITE
(HTTP://WWW.DOT.STATE.MN.US/TRAFFICENG/WORKZONE/APR.HTML) FOR STANDARDS, GUIDANCE AND OPTIONS. ALL MATERIALS, LABOR AND
EQUIPMENT NECESSARY TO INSTALL, MAINTAIN, RELOCATE, AND REMOVE THE ALTERNATE PEDESTRIAN ROUTE SHALL BE PAID FOR UNDER BID
ITEM 2563.601 ALTERNATE PEDESTRIAN ROUTE (LUMP SUM). SEE SPECIAL PROVISIONS FOR ADDITIONAL DISCUSSION AND REQUIREMENTS.
14.TEMPORARY PEDESTRIAN CROSSINGS SHALL BE MAINTAINED DURING CONSTRUCTION AT (OR WITHIN 200 FEET OF) ALL INTERSECTIONS
IMPACTED BY THE PROJECT.
CONSTRUCTION PHASING
NOTES AND GUIDELINES
TEMPORARY TRAFFIC CONTROL
NOTES & GUIDELINES
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:30pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C655.dwgXrefs:, 193805693_Border, 34HORIZON_PLANIMETRICSTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
PBR
MAF
MAF
JDP
JDP
193805693 138
TRAFFIC CONTROL AND DETOUR
TITLE SHEET
36
C
C
BENCHBENCHBENCH
TRASHCON
S S
S
S
S
SS
BENCH2G
A AAALB
G100'MIN.TEMPORARY TRAFFIC CONTROL LAYOUTS USED FOR CLOSURES:
LAYOUT 20 - RIGHT LANE CLOSURE
LAYOUT 22 - RIGHT LANE CLOSURE WORK SPACE BEYOND INTERSECTION
NOTES:
·TRAFFIC CONTROL LAYOUTS ARE TO BE ADJUSTED FOR THE SPECIFIC WORK AREA LOCATION.
·EXISTING 42ND AVE N. (CSAH 9) / WINNETKA AVE N. SIGNAL IS TO REMAIN OPERATION
THROUGHOUT CONSTRUCTION.
·CHANGES TO TRAFFIC CONTROL PLAN MUST BE APPROVED BY THE ENGINEER BEFORE IMPLICATION.
·ALTERNATE PEDESTRIAN ROUTE SIGNAGE IN ADDITION TO TRAIL/SIDEWALK CLOSURES SHALL BE
DETERMINED IN THE FIELD WITH THE ENGINEER.
·TWO PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) ARE AVAILABLE FOR USE AT THE DISCRETION
OF THE ENGINEER. LOCATIONS AND MESSAGE TO BE DETERMINED IN THE FIELD.
·MUST ALLOW ACCESS TO ALL BUSINESSES AND HOMES WITHIN THE CONSTRUCTION AREA.100'MIN.50'L/2MIN.ADVANCED SIGNING2GGTURN
LA N E
BLAWORK AREA
DRUMS
WINNETKA AVE N.42ND AVE N. (CSAH 9)
42ND AVE N. (CSAH 9)WINNETKA AVE N.539 540 541 542 543 544 545 546 547 548 549 550 551 552 553 554
TRAFFIC CONTROL AND DETOUR
STAGE 1
38
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:30pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C651.dwgXrefs:, 193805693_Border, 193805693-XSXT, 193805693-XSXV, 193805693-XSNOTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
PBR
MAF
MAF
JDP
JDP
193805693 138
N
NOT TO SCALE
C
C
BENCHBENCHBENCH
TRASHCON
S S
S
S
S
SS
BENCHNOTES:
·TRAFFIC CONTROL LAYOUTS ARE TO BE ADJUSTED FOR THE SPECIFIC WORK AREA LOCATION.
·EXISTING 42ND AVE N. (CSAH 9) / WINNETKA AVE N. SIGNAL IS TO REMAIN OPERATION
THROUGHOUT CONSTRUCTION.
·CHANGES TO TRAFFIC CONTROL PLAN MUST BE APPROVED BY THE ENGINEER BEFORE IMPLICATION.
·ALTERNATE PEDESTRIAN ROUTE SIGNAGE IN ADDITION TO TRAIL/SIDEWALK CLOSURES SHALL BE
DETERMINED IN THE FIELD WITH THE ENGINEER.
·TWO PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) ARE AVAILABLE FOR USE AT THE DISCRETION
OF THE ENGINEER. LOCATIONS AND MESSAGE TO BE DETERMINED IN THE FIELD.
·MUST ALLOW ACCESS TO ALL BUSINESSES AND HOMES WITHIN THE CONSTRUCTION AREA.
WORK AREA
DRUMS
100'MIN.ADVANCED SIGNINGG2GGLMIN.T U R N
LA N E
LATEMPORARY TRAFFIC CONTROL LAYOUTS USED FOR CLOSURES:
LAYOUT 31 - LEFT LANE CLOSURE
LAYOUT 35 - LEFT LANE CLOSURE WORK SPACE BEYOND INTERSECTION
GWINNETKA AVE N.42ND AVE N. (CSAH 9)
42ND AVE N. (CSAH 9)WINNETKA AVE N.539 540 541 542 543 544 545 546 547 548 549 550 551 552 553 554
TRAFFIC CONTROL AND DETOUR
STAGE 1
39
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:30pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C651.dwgXrefs:, 193805693_Border, 193805693-XSXT, 193805693-XSXV, 193805693-XSNOTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
N
NOT TO SCALE
PBR
MAF
MAF
JDP
JDP
193805693 138
IF THE TANGENT LENGTH OF ACTIVITY AREA IS 600 FEET OR LESS, USE DOUBLE REVERSE CURVE SIGN. REMOVE THE REVERSE CURVE SIGN(S) IF USING THE DOUBLE REVERSE CURVE SIGN.
OPTIONAL. WHEN USED, ADVISORY SPEED PLAQUES SHALL BE INSTALLED BELOW THE APPROPRIATE WARNING SIGNS.
MAY SUBSTITUTE 4" DY LINE WITH TEMPORARY RAISED PAVEMENT MARKERS, DOUBLE SIDED PLACED 4" APART AT 10' SPACING.
MASK OR REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
1
2
3
4
4
3
3
3
3
1
22
2
1
GENERAL NOTES:
·CHANGES TO TRAFFIC CONTROL PLAN MUST BE APPROVED BY THE ENGINEER BEFORE IMPLICATION.
·ALTERNATE PEDESTRIAN ROUTE SIGNAGE IN ADDITION TO TRAIL/SIDEWALK CLOSURES SHALL BE DETERMINED IN THE FIELD WITH THE ENGINEER.
·TWO PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) ARE AVAILABLE FOR USE AT THE DISCRETION OF THE ENGINEER. LOCATIONS AND MESSAGE TO BE DETERMINED IN THE FIELD.
·MUST ALLOW ACCESS TO ALL BUSINESSES AND HOMES WITHIN THE CONSTRUCTION AREA.
·FOR ANY EXCAVATION OR DROP OFF IN EXCESS OF 12 IN., SEE THE MINNESOTA DEPARTMENT OF TRANSPORTATION "TEMPORARY BARRIER GUIDANCE MANUAL".
·ALL TEMPORARY PAVEMENT MARKINGS SHALL BE PAINT MATERIAL.
·COVER OR REMOVE ALL CONFLICTING INPLACE SIGNING.
CONSIDER THE INSTALLATION OF A PCMS IF ADVANCE SIGNING TO DIVERT TRAFFIC. LOCATION TO BE DETERMINED IN THE FIELD1
1
TRAFFIC CONTROL AND DETOUR
STAGE 2 AND STAGE 3
40
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:31pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C652.dwgXrefs:, 193805693_Border, 193805693-XSXT, 193805693-XSXV, 193805693-XSNOTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
PBR
MAF
MAF
JDP
JDP
193805693 138
N
NOT TO SCALE
AA
A
AA A A
Xylon Ave N.
Xylon Ave N.XylonAveN.XylonAveN.XylonAveN.XylonAveN.XylonAveN.XylonAveN.A
XylonAveN.XylonAveN.XylonAveN.XylonAveN.XylonAveN.AXylonAveN.XylonAveN.XylonAveN.XylonAveN.AXylon Ave N.
Xylon Ave N.
A
Xyl
onAveN.XylonAveN.XYLON AVENUE42ND AVE N. (CSA
H
9
)ZEALAND AVENUE45TH AVENUE
WINNETKA AVENUEQUEBEC AVENUEXYLON AVENUESHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:32pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C655.dwgXrefs:, 193805693_Border, 34HORIZON_PLANIMETRICSTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
PBR
MAF
MAF
JDP
JDP
193805693 138
TRAFFIC CONTROL AND DETOUR
XYLON AVENUE N. DETOUR - STAGE 2
43
N
0 200 400
BOONE AVENUE
CAVELL AVENUE
DECATUR AVENUE
FLAG AVENUE
GETTYSBURG AVENUE
FLAG AVENUE
ENSIGN AVENUE
DECATUR AVENUE
CAVELL AVENUE
41ST AVENUE40 1/2 AVENUEBOONE AVENUE 42ND AVE N. (CSAH 9)45TH AVENUEA
BooneAveN.BooneAveN.BooneAveN.AA
BooneAveN.BooneAveN.BooneAveN.BooneAveN.BooneAveN.Boone Ave N.BooneAveN.Boone
AveN.
Boone
AveN.BooneAveN.BooneAveN.BooneAveN.BooneAveN.BooneAveN.BooneAveN.BooneAveN.BooneAveN.BooneAveN.BooneAveN.BooneAveN.Boone Ave N.
Boone Ave N.
A
AAA A A
A
AAAQUILA AVENUE
ZEALAND AVENUE
46TH AVENUEBooneAveN.ADJACENT PROJECT
ANTICIPATED ROAD CLOSURE
COORDINATE WITH MNDOT
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/16/2023 - 2:57pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C655.dwgXrefs:, 193805693_Border, 34HORIZON_PLANIMETRICSTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
PBR
MAF
MAF
JDP
JDP
193805693 138
TRAFFIC CONTROL AND DETOUR
BOONE AVENUE N. DETOUR - STAGE 4
44N0150300
Boone Ave N.
Boone Ave N.BooneAveN.BooneAveN.BooneAveN.BooneAveN.BooneAveN.BooneAveN.42nd Ave N.
42nd Ave N.42ndAveN.42ndAveN.42ndAveN.42ndAveN.42nd Ave N.
42nd Ave N.42ndAveN.42ndAveN.42ndAveN.42ndAveN.42ndAveN.42ndAveN.42ndAveN.42ndAveN.42ndAveN.42ndAveN.42nd Ave N.
42nd Ave N.42ndAveN.42ndAveN.42ndAveN.
42ndAveN.42ndAveN.42ndAveN.42ndAveN.42ndAveN.42ndAveN.42ndAveN.A A AAAAAA
A
AAAAA
AA
42ND AVE N. (CSAH 9)
45TH AVENUE
41ST AVENUE
40 1/2 AVENUEFLAG AVENUEENSIGN AVENUEDECATUR AVENUECAVELL AVENUEBOONE AVENUEGETTYSBURG AVENUEGETTYSBURG AVENUEBOONE AVENUECAVELL AVENUEDECATUR AVENUEFLAG AVENUEAQUILA AVENUEZEALAND AVENUE46TH AVENUE
42ndAveN.42ndAveN.ADJACENT PROJECT
ANTICIPATED ROAD CLOSURE
COORDINATE WITH MNDOT
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/16/2023 - 2:58pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C655.dwgXrefs:, 193805693_Border, 34HORIZON_PLANIMETRICSTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
PBR
MAF
MAF
JDP
JDP
193805693 138
TRAFFIC CONTROL AND DETOUR
42ND AVENUE N. DETOUR - STAGE 4
45
N
0 200 400
FOR INFORMATION ONLY
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:35pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C655.dwgXrefs:, 193805693_Border, 34HORIZON_PLANIMETRICSTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
PBR
MAF
MAF
JDP
JDP
193805693 138
TRAFFIC CONTROL AND DETOUR
MNDOT DETOUR
46
FOR INFORMATION ONLY
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:35pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C655.dwgXrefs:, 193805693_Border, 34HORIZON_PLANIMETRICSTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
PBR
MAF
MAF
JDP
JDP
193805693 138
TRAFFIC CONTROL AND DETOUR
MNDOT DETOUR
47
FOR INFORMATION ONLY
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:35pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C655.dwgXrefs:, 193805693_Border, 34HORIZON_PLANIMETRICSTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
PBR
MAF
MAF
JDP
JDP
193805693 138
TRAFFIC CONTROL AND DETOUR
MNDOT DETOUR
48
FOR INFORMATION ONLY
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:35pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C655.dwgXrefs:, 193805693_Border, 34HORIZON_PLANIMETRICSTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
PBR
MAF
MAF
JDP
JDP
193805693 138
TRAFFIC CONTROL AND DETOUR
MNDOT DETOUR
49
GGGGGGGGGGGG G G G G G
GGGGGG
G G
C-C C-C C-C C-C
C-C
C-CC-CC-CFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOCTV-DCTV-DCTV-DCTV-BCTV-BCTV-BCTV-B
C-B C-B C-B C-B C-B C-B C-B
CTV-BC
H
H H
llllllllllll>>>>llllllllCONl lllll
l l l l l l l l l l
lll l l l l
AB-WM lllAB-WMl>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S
S
SS
SS
SS
SS SS
>>>>>S
S
>>
>>
>>
>>
>>>>>>>>
>>>>>>>>
S
>>>>>>>E-DE-DE-D E-DE-DE-D
U
U
E-DE-D
E-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-D
E-D
E-DE-DE-DE-DE-DE-DE-DE-DE-DCTV-DCTV-DCTV-DCTV-DCTV-DCTV-DCTV-DCTV-DCTV-DCTV-DCTV-D
CTV-D
CTV-D
CTV-DCTV-DCTV-DCTV-DCTV-DCTV-DCTV-DCTV-DCTV-DE-DE-DC-DC-DC-DFO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-DFO-DFO-D
FO-DFO-DFO-DFO-D
C-DC-D
CTV-D CTV-D CTV-D CTV-D CTV-D CTV-D CTV-D CTV-D CTV-D CTV-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-DFOFOFOFO
AB-WM
>>
FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B
FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B
FO-B FO-B FO-B FO-B FO-B
FO-BFO-BFO-B FO-B
504
505
506 507 508 509 510 511
BEGIN 42ND ST
SAP 182-020-028
STA. 505+24
ROW
ROW
42ND ST
OPEN CUT REMOVAL OF W/M AT
STREET CONNECTION (TYP.)
REMOVE WATERMAIN
(TRENCHLESS) UNDER
ROADWAY (TYP.)
REMOVE GATE VALVE (TYP.)
REMOVE HYDRANT TOP, CUT
3' BELOW GRADE, ABANDON
HYDRANT STANDPIPE
INPLACE (TYP.)
REMOVE 6" GV
ABADON 6" GV
FLAG AVE N.ENSIGN AVE N.42ND AVE N. (CSAH 9)
4200
FLAG AVE N
4201
FLAG AVE N
4240 GETTYSBURG AVE N
HOLY TRINITY LUTHERAN
CHURCH
4225 GETTYSBURG AVE N
NEW HOPE CHURCH
9109 9009 9001 4164
ENSIGN AVE N
ROW
ROWGETTYSBURG AVE N.COORDINATE REMOVAL LIMITS
WITH MNDOT 9/169 PLAN
SALVAGE WOOD FENCE
+52.5
67.7' R
+33.0
67.4' R
+26.5
67.6' L
+69.4
99.7' L
+72.5
99.4' L
+82.1
36.6' L
+65.9
60.8' L
+54.1
0.7' R
+53.9
26.4' R
+71.6
26.6' R+71.6
29.6' R
+92.1
72.6' R
+07.6
76.5' R
+22.7
71.4' R
+41.8
29.6' R
+76.3
59.9' R
+91.9
62.4' R
+56.5
28.2' R
+56.4
21.6' R +55.0
19.9' R
+55.0
32.7' R
+06.7
61.8' R
+51.8
39.9' L
+69.8
39.9' L
+69.8
29.6' L
+51.8
29.6' L
+42.0
72.0' L
+21.4
39.8' L
+60.9
40.2' L
+60.9
22.7' L
+21.4
22.6' L
+46.0
60.3' L
+84.3
44.5' L
+41.8
26.6' R>>+24.6
35.3' L
+33.0
26.2' L GGGGGGGGGGGG G G G G G
GGGGGG
G G
C-C C-C C-C C-C
C-C
C-CC-CC-CFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOCTV-DCTV-DCTV-DCTV-BCTV-BCTV-BCTV-B
C-B C-B C-B C-B C-B C-B C-B
CTV-BC
H
H H
llllllllllll>>>>llllllllCONl lllll
l l l l l l l l l l
lll l l l l
AB-WM lllAB-WMl>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S
S
SS
SS
SS
SS SS
>>>>>S
S
>>
>>
>>
>>
>>>>>>>>
>>>>>>>>
S
>>>>>>>E-DE-DE-D E-DE-DE-D
U
U
E-DE-D
E-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-D
E-D
E-DE-DE-DE-DE-DE-DE-DE-DE-DCTV-DCTV-DCTV-DCTV-DCTV-DCTV-DCTV-DCTV-DCTV-DCTV-DCTV-D
CTV-D
CTV-D
CTV-DCTV-DCTV-DCTV-DCTV-DCTV-DCTV-DCTV-DCTV-DE-DE-DC-DC-DC-DFO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-DFO-DFO-DFO-DFO-DFO-DFO-D
C-DC-D
CTV-D CTV-D CTV-D CTV-D CTV-D CTV-D CTV-D CTV-D CTV-D CTV-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-DFOFOFOFO
AB-WM
>>
FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B
FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B
FO-B FO-B FO-B FO-B FO-B
FO-BFO-BFO-B FO-B
504
505
506 507 508 509 510 511
BEGIN 42ND ST
SAP 182-020-028
STA. 505+24
ROW
ROW
42ND ST
FLAG AVE N.GETTYSBURG AVE N.ENSIGN AVE N.42ND AVE N. (CSAH 9)
REMOVE CONCRETE
DRIVEWAY PAVEMENT
REMOVE BRICK
SIDEWALK REMOVE
CURB & GUTTER
CLEARING AND
GRUBBING (EACH)
SAWCUT
l REMOVE WATER MAIN - OPEN CUT
UTILITY STRUCTURE REMOVALS
>>REMOVE PIPE SEWER (STORM)REMOVE PAVEMENT
REMOVE BITUMINOUS
WALK
REMOVE CONCRETE
SIDEWALK
REMOVE BITUMINOUS
DRIVEWAY PAVEMENT
l D REMOVE WATERMAIN - TRENCHLESS
SALVAGE BRICK
PAVERS
AB-WM ABANDON WATERMAIN
SALVAGE WOODEN FENCE
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:21pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C001.dwgXrefs:, 193805693_Border, 193805693-XSXV-INPLACE, 193805693-XSXT-INPLACE, 193805693-XSXV, 193805693-XSXT, 193805693-REMOVALSTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
0 25 50
N
0 25 50
N
INPLACE TOPOGRAPHY & UTILITIES
REMOVALS
INPLACE TOPOGRAPHY, UTILITIES, & REMOVAL PLAN
42ND AVENUE N. (CSAH 9)
50
PBR
MAF
MAF
JDP
JDP
193805693 138MATCHLINE511+00MATCHLINE511+00
GGGGGGGGGGGGG G-DFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
CTV-BCTV-BCTV-BCTV-BCTV-BCTV-B
CTV-B
CTV-BCTV-BCTV-BCTV-B
CTV-B
C
C C
UUllllllllllllllllllllllllllll llllllllH lllllllllllllllllllllllllll
llll>>>>>>>>>>>>>>S
SS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SS SS
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C
E-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-DE-DE-DE-DE-DE-DE-DE-DE-DE-D
E-DE-DE-DE-DE-DE-DE-DE-DE-DE-D
U
FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D
CTV-D CTV-D CTV-D CTV-D CTV-D CTV-D CTV-D CTV-D CTV-D CTV-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-
D
GGGGGGG G G G G G G G G G G G G G G G G G
G-D G-D G-D
FO-B FO-B FO-B FO-B FO-B
FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-BFO-B FO-B FO-B FO-B FO-B FO-B
FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B
511 512 513 514 515 516 517
ROW
UE
ROW
42ND ST
42ND AVE N. (CSAH 9)
8640
8810
88308910
8805-8963
SANDPIPER COVE
4200
FLAG AVE N
4151
VALLEYWOOD
APARTMENTS
+53.0
11.7' R
+30.0
11.5' R
+70.1
48.2' R
+55.3
48.3' R
+40.6
48.4' R
+53.1
32.7' R +50.4
32.3' R
+10.4
32.4' R
+10.3
11.4' R
+50.3
11.3' R
+53.4
11.1' R
+82.7
10.9' R
+82.9
31.9' R
+53.5
32.1' R
+30.0
32.5' R
REMOVE CONCRETE
DRIVEWAY PAVEMENT
REMOVE BRICK
SIDEWALK REMOVE
CURB & GUTTER
CLEARING AND
GRUBBING (EACH)
SAWCUT
l REMOVE WATER MAIN - OPEN CUT
UTILITY STRUCTURE REMOVALS
>>REMOVE PIPE SEWER (STORM)REMOVE PAVEMENT
REMOVE BITUMINOUS
WALK
REMOVE CONCRETE
SIDEWALK
REMOVE BITUMINOUS
DRIVEWAY PAVEMENT
l D REMOVE WATERMAIN - TRENCHLESS
SALVAGE BRICK
PAVERS
AB-WM ABANDON WATERMAIN
SALVAGE WOODEN FENCE GGGGGGGGGGGGG G-DFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
CTV-BCTV-BCTV-BCTV-BCTV-BCTV-B
CTV-B
CTV-BCTV-BCTV-BCTV-B
CTV-B
C
C C
UUllllllllllllllllllllllllllll llllllllH lllllllllllllllllllllllllll
llll>>>>>>>>>>>>>>S
SS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SS SS
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C
E-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-DE-DE-DE-DE-DE-DE-DE-DE-DE-D
E-DE-DE-DE-DE-DE-DE-DE-DE-DE-D
U
FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D
CTV-D CTV-D CTV-D CTV-D CTV-D CTV-D CTV-D CTV-D CTV-D CTV-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-
D
GGGGGGG G G G G G G G G G G G G G G G G G
G-D G-D G-D
FO-B FO-B FO-B FO-B FO-B
FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-BFO-B FO-B FO-B FO-B FO-B FO-B
FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B
511 512 513 514 515 516 517
ROW
UE
ROW
42ND ST
42ND AVE N. (CSAH 9)
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:21pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C001.dwgXrefs:, 193805693_Border, 193805693-XSXV-INPLACE, 193805693-XSXT-INPLACE, 193805693-XSXV, 193805693-XSXT, 193805693-REMOVALSTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
0 25 50
N
0 25 50
N
INPLACE TOPOGRAPHY & UTILITIES
REMOVALS
INPLACE TOPOGRAPHY, UTILITIES, & REMOVAL PLAN
42ND AVENUE N. (CSAH 9)
51
PBR
MAF
MAF
JDP
JDP
193805693 138MATCHLINE511+00MATCHLINE517+00MATCHLINE511+00MATCHLINE517+00
H
GGGGFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO FO
CTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-B
E
EEEEEE EE E E E E E E E E E E E
E E E E E E EEC-BC-BC-BC-BC-B C-B C-B C-B C-B C-B
C
H
G-VENT
HH
H
H
H
H
H
UCON
BENCHBENCHlllllllllllllllllllllllllll ll
l ll
ll l l l l
>>>>>>>>>>>>>>
>>>>
>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S S S
S
SS
>>>>>>>>>>>>>>>>>>>>>SS >>>>>
>>>>>>>>
W
SS >>E-CE-CE-CE-CE-C E-C E-C
E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C
E-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-C
E-CE-CE-CE-CE-CE-CE-CE
-
C
E
-
C
E
-
C
E
-C
E-C
E-CE-CE-CE-CE-CE-CC-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C
H
H
H
HE-CE-CE-CFO
FOFOFOFOFOFOFOFO C-CC-CC-CC-CC-CC-CC-CC-CC-CC-CE-BE-BE-BE-BE-B
FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D
C
G G G G G G G G G GGG G G GGGG G G G G G G G G G G G G G G GGGGGG GGGGG
GGGGGGGGGG-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-DG-DG-DFOFOFOH
l l l l l l l l l
TRAN
TRAN
H
FO-BFO-B
FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B
FO-B FO-B
FO-BFO-BFO-B FO-B
FO-B
FO-B FO-B FO-B FO-B
FO-BFO-BFO-BFO-BFO-BFO-BH
517
518 519 520 521 522 523
ROW
UE
ROW
42ND ST
BOONE AVE N.AQUILA AVE N.42ND AVE N. (CSAH 9)
GETHSEMANE CEMETERY
4200
4201
8610
4200
4151
VALLEYWOOD
APARTMENTS 105106107+18.5
31.1' R
+18.2
24.6' L+94.4
24.5' L
+94.4
29.0' L
+94.4
34.6' L
+28.4
89.5' L +44.5
74.2' L
+65.8
76.8' L
+67.4
61.9' L
+88.7
62.9' L
+38.8
34.7' L
+05.0
49.4' L
+38.8
29.5' L
+38.7
12.3' L
+96.5
12.8' L
+00.9
25.3' R
+40.8
25.9' R
+40.8
30.9' R
+44.9
43.4' R
+20.0
58.8' R
+05.9
65.7' R
+83.6
68.5' R
+61.3
71.1' R
+59.0
6.5' L
+53.5
31.4' L
+83.9
59.6' L
+98.8
62.2' L
+15.1
56.8' L
+44.2
29.1' L
+44.1
24.9' L
+43.3
4.0' L
+37.5
24.5' R
+25.6
24.8' R
+25.7
29.8' R
+37.6
29.5' R
+38.0
42.1' R
+26.1
42.5' R
H
GGGGFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO FO
CTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-B
E
EEEEEE EE E E E E E E E E E E E
E E E E E E EEC-BC-BC-BC-BC-B C-B C-B C-B C-B C-B
C
H
G-VENT
HH
H
H
H
H
H
UCON
BENCHBENCHlllllllllllllllllllllllllll ll
l ll
ll l l l l
>>>>>>>>>>>>>>
>>>>
>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S S S
S
SS
>>>>>>>>>>>>>>>>>>>>>SS >>>>>
>>>>>>>>
W
SS >>E-CE-CE-CE-CE-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C
E-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-C
E-CE-CE-CE-CE-CE-CE-CE
-
C
E
-C
E
-
C
E
-
C
E-C
E-CE-CE-CE-CE-CE-CC-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C
H
H
H
HE-CE-CE-CFO
FOFOFOFOFOFOFOFO C-CC-CC-CC-CC-CC-CC-CC-CC-CC-CE-BE-BE-BE-BE-B
FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D
C
G G G G G G G G G GGG G G GGGG G G G G G G G G G G G G G G GGGGGG GGGGG
GGGGGGGGGG-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-DG-DG-DFOFOFOH
l l l l l l l l l
TRAN
TRAN
H
FO-BFO-B
FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B
FO-B FO-B
FO-BFO-BFO-B FO-B
FO-B
FO-B FO-B FO-B FO-B
FO-BFO-BFO-BFO-BFO-BFO-BH
517
518 519 520 521 522 523
ROW
UE
ROW
42ND ST
105106107BOONE AVE N.AQUILA AVE N.42ND AVE N. (CSAH 9)
GETHSEMANE CEMETERY
REMOVE CONCRETE
DRIVEWAY PAVEMENT
REMOVE BRICK
SIDEWALK REMOVE
CURB & GUTTER
CLEARING AND
GRUBBING (EACH)
SAWCUT
l REMOVE WATER MAIN - OPEN CUT
UTILITY STRUCTURE REMOVALS
>>REMOVE PIPE SEWER (STORM)REMOVE PAVEMENT
REMOVE BITUMINOUS
WALK
REMOVE CONCRETE
SIDEWALK
REMOVE BITUMINOUS
DRIVEWAY PAVEMENT
l D REMOVE WATERMAIN - TRENCHLESS
SALVAGE BRICK
PAVERS
AB-WM ABANDON WATERMAIN
SALVAGE WOODEN FENCE
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:21pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C001.dwgXrefs:, 193805693_Border, 193805693-XSXV-INPLACE, 193805693-XSXT-INPLACE, 193805693-XSXV, 193805693-XSXT, 193805693-REMOVALSTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
0 25 50
N
0 25 50
N
INPLACE TOPOGRAPHY & UTILITIES
REMOVALS
INPLACE TOPOGRAPHY, UTILITIES, & REMOVAL PLAN
42ND AVENUE N. (CSAH 9)
52
PBR
MAF
MAF
JDP
JDP
193805693 138MATCHLINE517+00MATCHLINE523+00MATCHLINE517+00MATCHLINE523+00
G-D G-D G-D
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
E
C
lll l l
lll l l
lllllllllllllllllllll >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SS
SS>>>>>>>>>llllllllllllllllllllllSS
E-C E-C E-C
E-CE-CE-C
C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-DGGGGGGG
G G GFO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B
523 524 525 526 527 528 529
ROW
UE
ROW
42ND STZEALAND AVE N.42ND AVE N. (CSAH 9)
GETHSEMANE CEMETERY
8420
APARTMENTS ON 42
N
D
AVENUE
4200
APARTMENTS
4201
8500
HERITAGE DENTAL
+59.0
42.2' R
+59.3
25.5' R +71.3
25.9' R
+71.0
42.3' R
+82.3
25.1' L
+85.0
26.3' L
+11.5
26.6' L
+51.5
26.9' L +83.4
28.3' L
+43.4
27.9' L
+72.6
29.5' L
+72.6
25.5' L
+72.7
4.5' L
+71.2
30.9' R
+59.2
30.5' R
+88.3
21.4' L
+88.5
0.4' L
+79.2
1.3' L
+79.0
22.3' L
+54.1
49.2' L
+33.6
54.0' L
+13.9
51.8' L
+11.6
22.6' L
+11.8
1.6' L
+51.6
23.0' L
+51.8
2.0' L
+83.5
24.4' L
+43.5
23.9' L
+43.7
2.9' L
+83.7
3.4' L
G-D G-D G-D
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
E
C
lll l l
lll l l
lllllllllllllllllllll >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SS
SS>>>>>>>>>llllllllllllllllllllllSS
E-C E-C E-C
E-CE-CE-C
C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-DGGGGGGG
G G GFO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B
523 524 525 526 527 528 529
ROWUE
ROW
42ND STZEALAND AVE N.42ND AVE N. (CSAH 9)
GETHSEMANE CEMETERY
REMOVE CONCRETE
DRIVEWAY PAVEMENT
REMOVE BRICK
SIDEWALK REMOVE
CURB & GUTTER
CLEARING AND
GRUBBING (EACH)
SAWCUT
l REMOVE WATER MAIN - OPEN CUT
UTILITY STRUCTURE REMOVALS
>>REMOVE PIPE SEWER (STORM)REMOVE PAVEMENT
REMOVE BITUMINOUS
WALK
REMOVE CONCRETE
SIDEWALK
REMOVE BITUMINOUS
DRIVEWAY PAVEMENT
l D REMOVE WATERMAIN - TRENCHLESS
SALVAGE BRICK
PAVERS
AB-WM ABANDON WATERMAIN
SALVAGE WOODEN FENCE
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:21pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C001.dwgXrefs:, 193805693_Border, 193805693-XSXV-INPLACE, 193805693-XSXT-INPLACE, 193805693-XSXV, 193805693-XSXT, 193805693-REMOVALSTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
0 25 50
0 25 50
N
INPLACE TOPOGRAPHY & UTILITIES
REMOVALS
INPLACE TOPOGRAPHY, UTILITIES, & REMOVAL PLAN
42ND AVENUE N. (CSAH 9)
53
PBR
MAF
MAF
JDP
JDP
193805693 138MATCHLINE523+00MATCHLINE529+00N
MATCHLINE523+00MATCHLINE529+00
C-DCTV-DCTV-DG-DG-DG-DG-DG-DG-D G-D
G
-
D
E-DE-DC-D
C-
DC-DC-DH
H
G-DG-DGGGGC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DE-DE-DE-DE-DG-D G-D G-D G-D G-D G-D G-D G-D
FO FO FO FO FO FO FO FO FO FO
FO FO FO FO FO FO FO FO
EE E
EE
E
C-B C-B C-B
C
C
U
E E E E E E E E E E
EEEEEE E E
EEEE
E E E E E E E E E E E E E
H
F
OFOFOFOFOFOFOFOEEEEEEEEE FO
FOFOF
OFOFOFOFOFO
EEEE EEH
E
E
EEEEE
S
>>
>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>
HHH
H
H H
H
H
BENCH
TRASHll
llllllllllllll l llllllllll
>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>>>>>>>>S
S
SS
SS CON>>>>H
H
H
CTV-DCTV-DCTV-DFO-C FO-C FO-C FO-C
FO-C
FOFOFOFOFOFOFOFO
G-D
C-D
C-
DC-DC-DCTV
G-D G-D
G
-
D
E-DE-DC
G-DG-DG-DG-DG-DC
TV
-DCTV-DEEEEE CTV
EE-
D
E-D
E-DE-DE-DE-DE-DE-D
E-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
FO
FOFOF
OFOFOFOFOFO
lG-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-DGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG G
F
OFOFOFOFO FO-B FO-B FO-B FO-B FO-B FO-B
FO-B FO-B FO-B FO-B
FO-B
FO-B FO-B FO-B FO-B FO-B FO-B FO-B
FO-B FO-B FO-B FO-B FO-B FO-B FO-B
FO-B FO-B FO-B FO-B FO-B FO-B
529 530 531 532 533 534 535
ROW
UE
ROW
42ND ST XYLON AVE N.42ND AVE N. (CSAH 9)
GETHSEMANE CEMETERY
HYVEE GAS
8320
WELLS FARGO BANK
REMOVE GV
PROTECT EX. 12'
GV, TO REMAIN IN
PLACE
+12.6
29.8' L
+12.6
25.8' L
+12.7
4.8' L
+77.8
31.2' L
+11.6
31.5' L
+11.6
27.5' L
+77.8
27.3' L
+77.8
6.3' L
+11.6
6.6' L
+57.2
50.7' L
+49.4
38.4' L
+19.1
50.7' L
+22.0
55.9' L
+35.8
48.2' L +35.4
42.6' L
+41.6
39.1' L
+41.4
34.4' L+28.9
35.3' L
+53.4
29.9' R
+53.4
34.9' R +68.7
45.6' R
+15.6
57.6' R
+20.3
59.1' R
+77.0
58.9' R
+81.7
57.3' R
+52.1
30.8' R
+51.1
35.7' R
+24.3
47.9' R
+75.3
38.7' L
+75.4
14.2' L
+14.0
38.8' L
+13.9
14.3' L
REMOVE CONCRETE
DRIVEWAY PAVEMENT
REMOVE BRICK
SIDEWALK REMOVE
CURB & GUTTER
CLEARING AND
GRUBBING (EACH)
SAWCUT
l REMOVE WATER MAIN - OPEN CUT
UTILITY STRUCTURE REMOVALS
>>REMOVE PIPE SEWER (STORM)REMOVE PAVEMENT
REMOVE BITUMINOUS
WALK
REMOVE CONCRETE
SIDEWALK
REMOVE BITUMINOUS
DRIVEWAY PAVEMENT
l D REMOVE WATERMAIN - TRENCHLESS
SALVAGE BRICK
PAVERS
AB-WM ABANDON WATERMAIN
SALVAGE WOODEN FENCE C-DCTV-DCTV-DG-DG-DG-DG-DG-DG-D G-D
G-
D
E-DE-DC-D
C-
DC-DC-DH
H
G-DG-DGGGGC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DE-DE-DE-DE-DG-D G-D G-D G-D G-D G-D G-D G-D
FO FO FO FO FO FO FO FO FO FO
FO FO FO FO FO FO FO FO
EE E
EE
E
C-B C-B C-B
C
C
U
E E E E E E E E E E
EEEEEE E E
EEEE
E E E E E E E E E E E E E
H
F
OFOFOFOFOFOFOFOEEEEEEEEE FO
FOFOF
OFOFOFOFOFO
EEEEEEH
EEEEEEE
S
>>
>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>
HHH
H
H H
H
H
BENCH
TRASHll
llllllllllllll l llllllllll
>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>>>>>>>>S
S
SS
SS CON>>>>H
H
H
CTV-DCTV-DCTV-DFO-C FO-C FO-C FO-C
FO-C
FOFOFOFOFOFOFOFO
G-D
C-D
C-
DC-DC-DCTV
G-D G-D
G-
D
E-DE-DC
G-DG-DG-DG-DG-DC
T
V
-DCTV-DEEEEE CTV
EE-
D
E-D
E-DE-DE-DE-DE-DE-D
E-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
FO
FOFOF
OFOFOFOFOFO
lG-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-DGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG G
F
OFOFOFOFO FO-B FO-B FO-B FO-B FO-B FO-B
FO-B FO-B FO-B FO-B
FO-B
FO-B FO-B FO-B FO-B FO-B FO-B FO-B
FO-B FO-B FO-B FO-B FO-B FO-B FO-B
FO-B FO-B FO-B FO-B FO-B FO-B
529 530 531 532 533 534 535
ROW
UE
ROW42ND ST XYLON AVE N.42ND AVE N. (CSAH 9)
GETHSEMANE CEMETERY
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:21pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C001.dwgXrefs:, 193805693_Border, 193805693-XSXV-INPLACE, 193805693-XSXT-INPLACE, 193805693-XSXV, 193805693-XSXT, 193805693-REMOVALSTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
0 25 50
0 25 50
N
INPLACE TOPOGRAPHY & UTILITIES
REMOVALS
INPLACE TOPOGRAPHY, UTILITIES, & REMOVAL PLAN
42ND AVENUE N. (CSAH 9)
54
PBR
MAF
MAF
JDP
JDP
193805693 138MATCHLINE529+00MATCHLINE535+00N
MATCHLINE529+00MATCHLINE535+00
C-DC-DC-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
CTV-D
EEEFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOE
E E E E E
C C
H
E E E E E E E E E E E E E E E E E E E E E E E E E
E E E E E E E E E E E E E E E E E E E E E E E EEEEEEEEEEE
E E E E
EE
EE
>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>>>>>
E-DE-DE-D
E-DE-DE-DE-DE-DE-DE-DE-DE
-
D
E-D
E-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G GGGGGGGGGGGFO-B FO-B FO-B FO-B FO-B
FO-BFO-B FO-B FO-B FO-B FO-B
FO-B
FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B
FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B
FO-B FO-BFO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B
535
536 537 538 539 540 541
ROW
UE
ROW
42ND ST
42ND AVE N. (CSAH 9)
GETHSEMANE CEMETERY
NORTH MEMORIAL CLINIC
APPLEBEE'S
4203 - 4237
+09.6
31.2' L
+61.5
47.2' L+41.8
47.4' L
+80.3
47.1' L
+21.6
26.4' L
+09.7
26.8' L
+09.7
21.8' L
+21.7
21.5' L
REMOVE CONCRETE
DRIVEWAY PAVEMENT
REMOVE BRICK
SIDEWALK REMOVE
CURB & GUTTER
CLEARING AND
GRUBBING (EACH)
SAWCUT
l REMOVE WATER MAIN - OPEN CUT
UTILITY STRUCTURE REMOVALS
>>REMOVE PIPE SEWER (STORM)REMOVE PAVEMENT
REMOVE BITUMINOUS
WALK
REMOVE CONCRETE
SIDEWALK
REMOVE BITUMINOUS
DRIVEWAY PAVEMENT
l D REMOVE WATERMAIN - TRENCHLESS
SALVAGE BRICK
PAVERS
AB-WM ABANDON WATERMAIN
SALVAGE WOODEN FENCE C-DC-DC-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
CTV-D
EEEFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOE
E E E E E
C C
H
E E E E E E E E E E E E E E E E E E E E E E E E E
E E E E E E E E E E E E E E E E E E E E E E E EEEEEEEEEEE
E E E E
EE
EE
>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>>>>>
E-DE-DE-D
E-DE-DE-DE-DE-DE-DE-DE-DE
-DE-D
E-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G GGGGGGGGGGGFO-B FO-B FO-B FO-B FO-B
FO-BFO-B FO-B FO-B FO-B FO-B
FO-B
FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B
FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B
FO-B FO-BFO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B
535
536 537 538 539 540 541
ROW
UE
ROW
42ND ST
42ND AVE N. (CSAH 9)
GETHSEMANE CEMETERY
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:21pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C001.dwgXrefs:, 193805693_Border, 193805693-XSXV-INPLACE, 193805693-XSXT-INPLACE, 193805693-XSXV, 193805693-XSXT, 193805693-REMOVALSTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
0 25 50
0 25 50
N
INPLACE TOPOGRAPHY & UTILITIES
REMOVALS
INPLACE TOPOGRAPHY, UTILITIES, & REMOVAL PLAN
42ND AVENUE N. (CSAH 9)
55
PBR
MAF
MAF
JDP
JDP
193805693 138MATCHLINE535+00MATCHLINE541+00N
MATCHLINE535+00MATCHLINE541+00
E-D E-D E-D E-D E-D E-DE-DE-DE-DE-DE-DE-D
E-D E-D E-D E-D E-D E-D E-D E-DG-D G-D G-DG-DG-D G-D G-D G-D G-D G-D G-D G-DG-DG-DG-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-DGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO
E E
EEEEEEEEC-B
C
E E E E E E E E E
E E E E E E E E E E E E E E E E E E
E E E E EEEEEEEE
EEEEEEEEEEE
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>BENCHBENCHBENCH
TRASHCON
llllllllllllllllll l l l l
l
llllllll>>>>>>>>>>>>
S S
S
S
S
SS
H
H
H
HH
H
HH
H
H
BENCHE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-D
G G G G G G G G G G G G G G G G G G G
G GGGGGGGGGGGGGG G G
GGGG-D G-D G-D G-D
FO-B FO-B FO-B FO-B
FO-B FO-B FO-B
FO-B FO-B FO-B
FO-B
FO-B FO-B FO-B
FO-B FO-B FO-B FO-B
FO-B
FO-B FO-B FO-B
541 542 543 544 545 546 547 548
ROW
UE
ROW
42ND ST WINNETKA AVE N.42ND AVE N. (CSAH 9)
GETHSEMANE CEMETERY
4201
MCDONALDS
4200
WALGREENS
4148
+64.0
63.0' L
+68.2
62.9' L
+73.2
62.8' L
+38.2
37.6' L
+38.3
33.4' L
+38.3
28.4' L
+40.4
8.6' L
+40.4
12.5' L +53.5
12.4' L
+52.9
0.5' R
+40.3
3.3' L +40.2
0.5' R
+32.9
40.3' R
+32.9
45.3' R
+27.2
55.9' R
+50.5
81.8' R
+72.8
80.3' R
+67.8
80.3' R
+01.3
46.1' R
+88.3
46.1' R
+98.1
69.1' R
+92.6
69.0' R
+88.7
68.9' R
+01.8
69.2' R
+38.5
80.8' R
+33.9
70.8' R
+29.4
70.9' R
+63.0
31.2' R
+63.0
36.2' R
+78.5
40.9' R
+63.0
0.7' L
+62.9
3.2' R
+62.9
9.3' R
+62.8
13.2' R
+38.7
0.9' L
+38.2
12.9' R
+66.6
39.5' L
+39.1
61.1' L
+34.4
61.0' L
+66.6
35.5' L+66.6
30.5' L
+29.4
61.1' L
+04.1
59.3' L
+09.3
59.2' L
+13.3
59.1' L
+00.2
59.4' L
+00.0
45.1' L
+12.9
44.7' L
END SAP
SAP 182-020-028
STA. 548+36
REMOVE CONCRETE
DRIVEWAY PAVEMENT
REMOVE BRICK
SIDEWALK REMOVE
CURB & GUTTER
CLEARING AND
GRUBBING (EACH)
SAWCUT
l REMOVE WATER MAIN - OPEN CUT
UTILITY STRUCTURE REMOVALS
>>REMOVE PIPE SEWER (STORM)REMOVE PAVEMENT
REMOVE BITUMINOUS
WALK
REMOVE CONCRETE
SIDEWALK
REMOVE BITUMINOUS
DRIVEWAY PAVEMENT
l D REMOVE WATERMAIN - TRENCHLESS
SALVAGE BRICK
PAVERS
AB-WM ABANDON WATERMAIN
SALVAGE WOODEN FENCE
E-D E-D E-D E-D E-D E-DE-DE-DE-DE-DE-DE-D
E-D E-D E-D E-D E-D E-D E-D E-DG-D G-D G-DG-DG-D G-D G-D G-D G-D G-D G-D G-DG-DG-DG-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-DGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO
E E
EEEEEEEEC-B
C
E E E E E E E E E
E E E E E E E E E E E E E E E E E E
E E E E EEEEEEEE
EEEEEEEEEEE
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>BENCHBENCHBENCH
TRASHCON
llllllllllllllllll l l l l
l
llllllll>>>>>>>>>>>>
S S
S
S
S
SS
H
H
H
HH
H
H
H
H
H
BENCHE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-D
G G G G G G G G G G G G G G G G G G G
G GGGGGGGGGGGGGG G G
GGGG-D G-D G-D G-D
FO-B FO-B FO-B FO-B
FO-B FO-B FO-B
FO-B FO-B FO-B
FO-B
FO-B FO-B FO-B
FO-B FO-B FO-B FO-B
FO-B
FO-B FO-B FO-B
541 542 543 544 545 546 547 548
ROW
UE
ROW
42ND ST WINNETKA AVE N.42ND AVE N. (CSAH 9)
END SAP
SAP 182-020-028
STA. 548+36
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:22pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C001.dwgXrefs:, 193805693_Border, 193805693-XSXV-INPLACE, 193805693-XSXT-INPLACE, 193805693-XSXV, 193805693-XSXT, 193805693-REMOVALSTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
0 25 50
0 25 50
N
INPLACE TOPOGRAPHY & UTILITIES
REMOVALS
INPLACE TOPOGRAPHY, UTILITIES, & REMOVAL PLAN
42ND AVENUE N. (CSAH 9)
56
PBR
MAF
MAF
JDP
JDP
193805693 138MATCHLINE541+00N
MATCHLINE541+00
GGGGGGGGGGGGGGGGGGGGGG
GGGGGGFOFOFOFOFOFOCTV-B CTV-B CTV-B CTV-BCTV-BEEE
EEEEEEEEEEEC-BC-BC-BC-BC-BC-BC-B
C-BC-BCHG-VENTHHHHHHHHHUUCONBENCHBENCH
llllllllllllllllllllllllll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SS>>>>>>>>>WSS>>>>>>>>>SSE-
C
E-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-C E-C E-C E-C C-CC-CC-CC-CC-CC-CC-CC-CC-CC-CC-CHHHHFOFOFOFOFOFOFOFOFOC-CC-CC-CC-CC-CC-CC-CC-CC-C C-C C-C C-C C-C C-CE-BE-BFO-DFO-DFO-DFO-DFO-DFO-DFO-DFO-DFO-DFO-DCGGGGGG G
GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DFO FO FOH
llTRANTRANHFO-B
FO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-B
FO-B
FO-B
FO-BFO-B
FO-B
FO-B FO-B FO-B FO-BH518519520ROW
UE
BOONE AVE N.
VALLEY WOOD
42ND AVE N. (CSAH 9)861042004201
4208
4204
101 102 103 104 105 106 107 108
END BOONE AVE
SAP 182-101-020
STA. 106+85
BEGIN BOONE AVE
SAP 182-101-020
STA. 102+26
+32.3
42.0' L+28.7
43.7' L
+34.1
27.0' L
+29.6
26.4' LGGGGGGG GGGGGGGGGGGGGGG
GGGGGGFOFOFOFOFOFOCTV-B CTV-B CTV-B CTV-BCTV-BEEE
EEEEEEEEEEEC-BC-BC-BC-BC-BC-BC-B
C-BC-BCHG-VENTHHHHHHHHHUUCONBENCHBENCH
llllllllllllllllllllllllll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SS>>>>>>>>>WSS>>>>>>>>>SSE-
C
E-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-C E-C E-C E-C C-CC-CC-CC-CC-CC-CC-CC-CC-CC-CC-CHHHHFOFOFOFOFOFOFOFOFOC-CC-CC-CC-CC-CC-CC-CC-CC-C C-C C-C C-C C-C C-CE-BE-BFO-DFO-DFO-DFO-DFO-DFO-DFO-DFO-DFO-DFO-DCGGGGGG G
GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DFO FO FOH
llTRANTRANHFO-B
FO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-B
FO-B
FO-B
FO-BFO-B
FO-B
FO-B FO-B FO-B FO-BH518519520ROW UE
BOONE AVE N.
VALLEY WOOD
42ND AVE N. (CSAH 9)101 102 103 104 105 106 107 108
END BOONE AVE
SAP 182-101-020
STA. 106+85
BEGIN BOONE AVE
SAP 182-101-020
STA. 102+26
REMOVE CONCRETE
DRIVEWAY PAVEMENT
REMOVE BRICK
SIDEWALK REMOVE
CURB & GUTTER
CLEARING AND
GRUBBING (EACH)
SAWCUT
l REMOVE WATER MAIN - OPEN CUT
UTILITY STRUCTURE REMOVALS
>>REMOVE PIPE SEWER (STORM)REMOVE PAVEMENT
REMOVE BITUMINOUS
WALK
REMOVE CONCRETE
SIDEWALK
REMOVE BITUMINOUS
DRIVEWAY PAVEMENT
l D REMOVE WATERMAIN - TRENCHLESS
SALVAGE BRICK
PAVERS
AB-WM ABANDON WATERMAIN
SALVAGE WOODEN FENCE
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:22pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C001.dwgXrefs:, 193805693_Border, 193805693-XSXV-INPLACE, 193805693-XSXT-INPLACE, 193805693-XSXV, 193805693-XSXT, 193805693-REMOVALSTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
0 25 50N
0 25 50NINPLACE TOPOGRAPHY & UTILITIES
REMOVALS
INPLACE TOPOGRAPHY, UTILITIES, & REMOVAL PLAN
BOONE AVENUE N.
57
PBR
MAF
MAF
JDP
JDP
193805693 138
C-C C-C C-C C-C
C-C
C-CC-CC-CC
H
H H
llllllll>>>>llllllllCON>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S
S
SS
SS
SS
SS SS
>>>>>S
S
>>
>>
>>
>>
>>>>>>>>
>>>>>>>>
S
>>>>>>>U
U
>>
42ND AVE N. (CSAH 9)
ROW
ROW
42ND ST
lllllllllll l
ll l l l
lllll10' BIT TRAIL
10' BIT TRAIL 10' BIT TRAIL
B624 C & G
EX. B618 C & G
EX. B618 C & G
B624 C & G B624 C & G
EX. B618 C & G
MATCH MNDOT
INSTALLED CURB
MATCH MNDOT
INSTALLED PED RAMP
LIP-GETTYSBURG TO FLAG LIP-FLAG TO ENSIGN LIP-ENSIGN-SE RAD
BOT-GETTYSBURG TO FLAG
BOT-FLAG TO ENSIGN BOT-ENSIGN TO BOONE
B624 C & G
R
=
2
0
.0'R=20.0 'FLAG AVE N.R=
2
0
.
0
'R=20.0 'ENSIGN AVE N.GETTYSBURG AVE N.4200
FLAG AVE N4201
FLAG AVE N
4240 GETTYSBURG AVE N
HOLY TRINITY LUTHERAN
CHURCH
4225 GETTYSBURG AVE N
NEW HOPE CHURCH
9109
9009 9001 4164
ENSIGN AVE N
+71.4
54.6' R
20' RAD PT
+42.0
54.6' R
20' RAD PT
+56.6
53.2' R
20' RAD PT
+26.2
52.7' R
20' RAD PT
BEGIN 42ND ST
SAP 182-020-028
STA. 505+24
+91.9, 64.6' R
B624 TO B618
TRANSITION
+22.5, 65.6' R
B624 TO B618
TRANSITION
504
505
506 507 508 509 510 511
0 1
01 2 3
01
0
0 1 2 2
0 1 1
+76.6, 52.2' R
B624 TO B618
TRANSITION
+06.3, 53.8' R
B624 TO B618
TRANSITION
INSTALL
WOODEN
FENCE
920
930
940
950
920
930
940
950
920
930
940
950
920
930
940
950
920
930
940
950
920
930
940
950
932.10932.10+00 932.79932.8933.08933.21+00 932.34932.31+48
-1.22%-1.77%
1.70%1.09%0.54%PVIS: -0+00.00PVIE: 932.10PVIS: 0+23.41PVIE: 932.50PVIS: 0+73.39PVIE: 933.04PVIS: 0+95.25PVIE: 933.16PVIS: 1+29.32PVIE: 932.56PVIS: 1+47.59PVIE: 932.34LIP-GETTYSBURG TO FLAG
932.03932.00+00 932.71932.7933.06933.31+00 932.74932.8932.00932.02+00 931.09931.2930.18930.13+00 929.11929.13+65
1.21%1.48%
-1.43%
-1.50%-3.75%
-2.13%
-1.83%
-1.83%
-0.41%-1.37%PVIS: 0+00.00PVIE: 932.03PVIS: 0+23.74PVIE: 932.32PVIS: 0+79.59PVIE: 933.15PVIS: 3+55.85PVIE: 929.03PVIS: 3+21.23PVIE: 929.86PVIS: 3+35.60PVIE: 929.32PVIS: 2+94.27
PVIE: 930.26
PVIS: 2+87.97PVIE: 930.40PVIS: 2+37.97PVIE: 931.31PVIS: 1+37.98PVIE: 932.91PVIS: 1+87.98PVIE: 932.22928.91928.90+00 929.01929.0928.19928.31+00 927.97928.01+12
1.13%0.36%-1.50%-1.78%PVIS: 0+00.00PVIE: 928.91PVIS: 0+14.36PVIE: 929.08PVIS: 0+39.29PVIE: 929.17PVIS: 0+75.99PVIE: 928.62PVIS: 1+12.34PVIE: 927.97LIP-FLAG TO ENSIGN LIP-ENSIGN-SE RAD
TOP OF FINISHED SURFACE
INPLACE GROUNDLINE
TOP OF FINISHED SURFACE
TOP OF FINISHED SURFACE
INPLACE GROUNDLINE
INPLACE GROUNDLINE
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:40pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C601.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSXT, 193805693-XSNO, 193805693-XSNU, 193805693-XSNLTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
0 25 50
N
CONSTRUCTION PLAN AND PROFILE
42ND AVENUE N. (CSAH 9)
58
PBR
MAF
MAF
JDP
JDP
193805693 138MATCHLINE511+00
920
930
940
950
920
930
940
950
920
930
940
950
920
930
940
950
920
930
940
950
920
930
940
950
932.50+00 933.42933.9933.02933.51+00 932.44932.51+15
1.63%
-7.55%
-2.47%
-1.63%
1.01%
-1.26%PVIS: 0+00.41PVIE: 932.77PVIS: 0+24.84PVIE: 933.17PVIS: 1+11.49
PVIE: 932.48
PVIS: 0+99.49PVIE: 933.03PVIS: 1+05.49
PVIE: 932.94
PVIS: 0+74.04PVIE: 933.66PVIS: 1+15.01
PVIE: 932.44
932.60+00 933.52932.9933.19933.61+00 932.38932.7931.44931.92+00 929.98930.6929.62+56
7.17%
2.13%
-1.50%
-1.50%
-4.94%
1.46%
3.70%
-0.06%-1.43%
-1.89%
-1.84%-3.64%-4.00%
PVIS: 0+01.64
PVIE: 932.54
PVIS: 0+10.65
PVIE: 933.03
PVIS: 0+04.80
PVIE: 932.61
PVIS: 2+46.22
PVIE: 930.03
PVIS: 2+50.09
PVIE: 929.98
PVIS: 2+53.13
PVIE: 929.83
PVIS: 0+16.80PVIE: 933.12PVIS: 0+28.01PVIE: 933.54PVIS: 0+78.07PVIE: 933.51PVIS: 1+28.13PVIE: 932.79PVIS: 1+78.19PVIE: 931.84PVIS: 2+03.89PVIE: 931.37PVIS: 2+20.99PVIE: 930.75PVIS: 2+34.48PVIE: 930.21929.10+00 928.59929.0927.78928.10+95
4.00%
1.50%
0.00%
-2.60%
-2.88%-0.90%
PVIS: 0+02.00
PVIE: 929.14
PVIS: 0+05.67
PVIE: 929.28
PVIS: 0+09.67
PVIE: 929.34
PVIS: 0+21.35PVIE: 929.34PVIS: 0+45.11PVIE: 928.73PVIS: 0+70.11PVIE: 928.01PVIS: 0+95.11PVIE: 927.78BOT-GETTYSBURG TO FLAG BOT-FLAG TO ENSIGN BOT-ENSIGN TO BOONE
TOP OF FINISHED SURFACE
TOP OF FINISHED SURFACE
TOP OF FINISHED SURFACE
INPLACE GROUNDLINE INPLACE GROUNDLINE
INPLACE GROUNDLINE
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:41pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C601.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSXT, 193805693-XSNO, 193805693-XSNU, 193805693-XSNLTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
CONSTRUCTION PLAN AND PROFILE
42ND AVENUE N. (CSAH 9)
59
PBR
MAF
MAF
JDP
JDP
193805693 138
C
C C
UUllllllllllllllllllllllllllll llllllllH
llll>>>>>>>>>>>>>>S
SS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SS SS
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>U
42ND AVE N. (CSAH 9)
ROW
UE
ROW
42ND ST
l l l l l l l l l l l l l
10' BIT TRAIL 10' BIT TRAIL
R
=
8
.3'R=8.3 'EX. SURMOUNTABLE C & G EX. SURMOUNTABLE C & G
CONCRETE DRIVEWAY APRON
COMMERCIAL (DETAIL STR-8)
B624 C & G
B624 C & G B624 C & G
BOT-ENSIGN TO BOONE
8640
8810
88308910
8805-8963
SANDPIPER COVE
+30.9
41.7' R
8.3' RAD PT
+79.2
41.5' R
8.3' RAD PT
511 512 513 514 515 516 517
1 2 3 4 5 6
910
920
930
940
910
920
930
940
927.87928.30+85 927.65927.91+00 926.56927.0925.84926.22+00 925.18925.7924.79925.33+00 923.86923.9923.79924.14+00 922.79922.7922.33921.75+00 921.66920.8920.76920.16+00 920.32920.6919.65920.56+94
-2.75%-1.78%-1.78%-1.22%-1.18%-1.57%
-2.06%
-1.46%
-1.74%
2.08%
0.58%-1.51%-2.84%
-1.71%-1.19%
-0.64%
-0.91%-1.34%
-0.85%
-1.90%PVIS: 0+95.11PVIE: 927.78PVIS: 1+20.11PVIE: 927.09PVIS: 1+45.11PVIE: 926.65PVIS: 1+70.11PVIE: 926.20PVIS: 1+95.11PVIE: 925.90PVIS: 2+20.11PVIE: 925.60PVIS: 2+45.11PVIE: 925.21PVIS: 3+26.01PVIE: 924.25PVIS: 3+34.44
PVIE: 924.13
PVIS: 3+66.03PVIE: 923.58PVIS: 3+73.83
PVIE: 923.74
PVIS: 3+95.11PVIE: 923.86PVIS: 4+24.10PVIE: 923.43PVIS: 4+45.10PVIE: 922.83PVIS: 6+77.48PVIE: 919.85PVIS: 2+95.11PVIE: 924.89PVIS: 5+05.49PVIE: 922.28PVIS: 5+45.11PVIE: 921.75PVIS: 6+48.28PVIE: 920.35PVIS: 5+95.11PVIE: 920.80BOT-ENSIGN TO BOONE
TOP OF FINISHED SURFACE
INPLACE GROUNDLINE
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:41pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C601.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSXT, 193805693-XSNO, 193805693-XSNU, 193805693-XSNLTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
0 25 50
N
CONSTRUCTION PLAN AND PROFILE
42ND AVENUE N. (CSAH 9)
60
PBR
MAF
MAF
JDP
JDP
193805693 138MATCHLINE511+00MATCHLINE517+00
H
C
G-VENT
U
llllllllllllll>>>>>>>>>>>>>>
>>>>
>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S S S
S
SS
>>>>>>>>>>>>>>>>>>>>>SS >>>>>
>>>>>>>>
SS >>H
H
CTRAN
TRAN
H
42ND AVE N. (CSAH 9)
ROW
UE
ROW42ND ST
GETHSEMANE CEMETERYBENCHBENCHlll
l l l
l l l ll
llll10' BIT TRAIL R=2
0.0'
B624 C & G B624 C & G
B624 C & G
B624 C & G
EX. B618 C & G
EX. B618 C & G
EX. B618 C & G EX. B618 C & G
10' BIT TRAIL5' SIDEWALKEX. B618 C & G EX. B618 C & G
BOT-ENSIGN TO BOONE
BOT-BOONE
4200
R=2
5.
0
'R=25.0'R=2
0.0'
R =20.0'AQUILA AVE N.R =20.0'BOONE AVE N.4201
8610
4200
4151
VALLEYWOOD
APARTMENTS
10' BIT TRAIL
+33.6
55.9' R
25' RAD PT
+30.4
55.8' R
25' RAD PT
+27.4
49.1' L
20' RAD PT
+09.9
51.7' L
20' RAD PT +65.4
47.4' L
20' RAD PT
+37.6
45.0' L
20' RAD PT
517
518 519 520 521 522 523
1051061070
101
0 1101 1 01
0 1337
8 8
+05.1, 58.7' R
B624 TO B618
TRANSITION
+16.5, 48.9' L
B624 TO B618
TRANSITION
+60.2, 63.2' R
B624 TO B618
TRANSITION
+90.4, 49.1' L
B624 TO B618
TRANSITION
+46.9, 51.2' L
B624 TO B618
TRANSITION +85.4, 50.7' L
B624 TO B618
TRANSITION
B624 C & G
B624 C & G
910
920
930
940
910
920
930
940
910
920
930
940
910
920
930
940
910
920
930
940
910
920
930
940
910
920
930
940
910
920
930
940
919.00+00 918.67918.8918.71+00
-0.68%
-3.09%
1.20%
0.75%0.75%
0.43%
-0.95%PVIS: 0+00.00PVIE: 918.84PVIS: 0+14.15PVIE: 918.74PVIS: 0+23.76PVIE: 918.44PVIS: 0+31.03
PVIE: 918.53
PVIS: 0+55.99PVIE: 918.72PVIS: 0+68.07PVIE: 918.81PVIS: 0+79.41PVIE: 918.86PVIS: 0+99.88PVIE: 918.66920.31920.30+00 920.13920.1919.88920.11+00 920.65920.71+50
-0.34%-0.50%-0.50%-0.50%4.06%
1.21%PVIS: -0+00.00PVIE: 920.31PVIS: 0+50.53PVIE: 920.13PVIS: 0+85.50PVIE: 919.96PVIS: 1+07.65PVIE: 919.85PVIS: 1+23.74
PVIE: 919.77
PVIS: 1+43.74PVIE: 920.58PVIS: 1+50.00
PVIE: 920.65
920.60+00 920.57920.5921.04921.01+00
-2.01%0.58%1.00%1.00%0.77%PVIS: 0+07.20PVIE: 920.50PVIS: 0+15.86
PVIE: 920.33
PVIS: 0+39.45PVIE: 920.47PVIS: 0+62.15PVIE: 920.69PVIS: 0+87.60PVIE: 920.95PVIS: 1+00.00PVIE: 921.04918.90919.30+00 919.44919.1920.04920.01+00 920.81+26
0.98%1.21%1.00%-0.50%
2.11%
1.97%PVIS: 0+00.00PVIE: 918.90PVIS: 0+12.90PVIE: 919.02PVIS: 0+33.00PVIE: 919.27PVIS: 0+53.49PVIE: 919.47PVIS: 0+68.14PVIE: 919.40PVIS: 0+75.88
PVIE: 919.56
PVIS: 1+00.00
PVIE: 920.04
LIP-BOONE-NW RAD LIP-BOONE-SW RAD LIP-BOONE-SE RADLIP-BOONE-NE RAD
TOP OF FINISHED SURFACE
TOP OF FINISHED SURFACE
TOP OF FINISHED SURFACE
TOP OF FINISHED SURFACE
INPLACE GROUNDLINE
INPLACE GROUNDLINE
INPLACE GROUNDLINE
INPLACE GROUNDLINE
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:41pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C601.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSXT, 193805693-XSNO, 193805693-XSNU, 193805693-XSNLTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
0 25 50
N
CONSTRUCTION PLAN AND PROFILE
42ND AVENUE N. (CSAH 9)
61
PBR
MAF
MAF
JDP
JDP
193805693 138MATCHLINE517+00MATCHLINE523+00
910
920
930
940
910
920
930
940
910
920
930
940
910
920
930
940
923.97924.00+00 924.79924.71+00
1.40%
3.00%
1.75%
3.57%
3.75%PVIS: -0+00.00PVIE: 923.97PVIS: 0+29.27
PVIE: 924.37
PVIS: 0+33.40
PVIE: 924.50
PVIS: 0+56.02PVIE: 924.89PVIS: 0+84.67
PVIE: 925.96
PVIS: 0+82.54
PVIE: 925.89
0+00 925.93925.6926.63926.61+00
-2.96%0.98%1.50%
-1.00%
2.02%PVIS: 0+16.21PVIE: 925.97PVIS: 0+25.85PVIE: 925.69PVIS: 0+48.61PVIE: 925.91PVIS: 0+71.91PVIE: 926.26PVIS: 0+78.51
PVIE: 926.20
PVIS: 1+00.00PVIE: 926.63LIP-AQUILA-NW RAD LIP-AQUILA-NE RAD
910
920
930
940
910
920
930
940
919.89920.76+75 919.63920.37+00 919.48920.0919.16919.98+00 918.79918.88+60
-1.19%-0.47%-2.88%
1.50%
0.41%
-1.50%
-4.00%
-0.25%-0.68%PVIS: 6+77.48PVIE: 919.85PVIS: 6+94.16PVIE: 919.65PVIS: 8+17.53PVIE: 919.07PVIS: 8+30.25PVIE: 918.71PVIS: 8+37.90
PVIE: 918.82
PVIS: 8+45.93
PVIE: 918.86
PVIS: 8+51.99
PVIE: 918.76
PVIS: 8+54.99
PVIE: 918.64
PVIS: 7+43.50PVIE: 919.52PVIS: 7+92.97PVIE: 919.19BOT-ENSIGN TO BOONE
TOP OF FINISHED SURFACE TOP OF FINISHED SURFACE
TOP OF FINISHED SURFACE
INPLACE GROUNDLINE
INPLACE GROUNDLINE
INPLACE GROUNDLINE
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:41pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C601.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSXT, 193805693-XSNO, 193805693-XSNU, 193805693-XSNLTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
CONSTRUCTION PLAN AND PROFILE
42ND AVENUE N. (CSAH 9)
62
PBR
MAF
MAF
JDP
JDP
193805693 138
Clllll
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SS
SS>>>>>>>>>llllllllllllllllllllllSS ZEALAND AVE N.42ND AVE N. (CSAH 9)
ROWUE
ROW
42ND ST
GETHSEMANE CEMETERY
l l l l l l l l l llEX. B618 C & G
EX. B618 C & G
R =20.0'R=1
6.0'
8420
APARTMENTS ON 42ND
AVENUE4200
APARTMENTS
4201
8500
HERITAGE DENTAL
+95.0
41.6' L
20' RAD PT
+71.8
38.1' L
16' RAD PT
523 524 525 526 527 528 529
0 101
+53.2, 41.0' L
B624 TO B618
TRANSITION
+14.7, 45.1' L
B624 TO B618
TRANSITION
B624 C & G
B624 C & G
B624 C & GB624 C & GB624 C & G
920
930
940
950
920
930
940
950
920
930
940
950
920
930
940
950
928.18928.20+00 928.33928.1928.881+00
-0.19%
0.43%
1.50%0.85%
1.38%PVIS: -0+00.00PVIE: 928.18PVIS: 0+30.98PVIE: 928.12PVIS: 0+37.96
PVIE: 928.15
PVIS: 0+54.97PVIE: 928.40PVIS: 0+82.68PVIE: 928.64PVIS: 1+00.00PVIE: 928.880+00 927.85927.7927.21+00
-2.11%
-1.50%
-0.75%
-1.46%
1.12%
-3.59%PVIS: 0+23.97PVIE: 928.14PVIS: 0+45.30PVIE: 927.92PVIS: 0+61.97PVIE: 927.67PVIS: 0+68.97
PVIE: 927.62
PVIS: 1+00.00PVIE: 927.16PVIS: 0+32.80
PVIE: 928.24
PVIS: 0+36.63
PVIE: 928.10
LIP-ZEALAND-NW RAD LIP-ZEALAND-NE RAD
TOP OF FINISHED SURFACE
TOP OF FINISHED SURFACE
INPLACE GROUNDLINE
INPLACE GROUNDLINE
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:41pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C601.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSXT, 193805693-XSNO, 193805693-XSNU, 193805693-XSNLTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
0 25 50
N
CONSTRUCTION PLAN AND PROFILE
42ND AVENUE N. (CSAH 9)
63
PBR
MAF
MAF
JDP
JDP
193805693 138MATCHLINE523+00MATCHLINE529+00
H
H
C
C
U
HEEEEEE
S
>>
>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>
HHH
H
H H
H
H
BENCH
TRASHll
llllllllllll>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>>>>>>>>S
S
SS
SS CON>>>>H
H
H
G-D
lXYLON AVE N.42ND AVE N. (CSAH 9)
ROW
UE
ROW42ND ST
GETHSEMANE
CEMETERY
l l l
10' BIT TRAIL
EX. B618 C & G
EX. B618 C & G
EX. B618 C & G
EX. B618 C & G
EX. B624 C & G
EX. B624 C & G
EX. B624 C & G
B624 C & G
B618 C & G
B624 C & G
B624 C & G
R
=
3
5
.
0
'R=35.0 'HYVEE GAS
8320
WELLS FARGO BANK
+44.1
70.0' R
35' RAD PT +53.3
69.9' R
35' RAD PT
529 530 531 532 533 534 535
0
101
UE
EX. B624 C & GB624 C & G
910
920
930
940
910
920
930
940
910
920
930
940
910
920
930
940
918.20918.20+00 917.52917.5917.16917.11+00 917.33917.31+09
-1.56%
-0.50%
-0.73%-0.74%
3.20%PVIS: -0+00.00PVIE: 918.20PVIS: 0+39.51PVIE: 917.59PVIS: 0+45.54
PVIE: 917.56
PVIS: 0+78.14PVIE: 917.32PVIS: 1+02.74PVIE: 917.14PVIS: 1+08.94
PVIE: 917.33
917.56917.60+00 916.72916.8916.23916.21+00 916.17916.21+11
-3.05%-0.78%-1.00%-1.41%-0.54%PVIS: 0+00.00PVIE: 917.56PVIS: 0+18.71PVIE: 916.99PVIS: 0+39.45PVIE: 916.83PVIS: 0+70.41PVIE: 916.52PVIS: 0+85.99PVIE: 916.30PVIS: 1+10.73PVIE: 916.17LIP-XYLON-SW RAD LIP-XYLON-SE RAD
TOP OF FINISHED SURFACE TOP OF FINISHED SURFACE
INPLACE GROUNDLINE
INPLACE GROUNDLINE
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:41pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C601.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSXT, 193805693-XSNO, 193805693-XSNU, 193805693-XSNLTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
0 25 50
N
CONSTRUCTION PLAN AND PROFILE
42ND AVENUE N. (CSAH 9)
64
PBR
MAF
MAF
JDP
JDP
193805693 138MATCHLINE529+00MATCHLINE535+00
C C
H
>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>>>>>
42ND AVE N. (CSAH 9)
ROW
UE
ROW
42ND ST
GETHSEMANE CEMETERY R=2
0.0'R =20.0'EX. B618 C & G
CONCRETE VALLEY GUTTER
(DETAIL STR-39)EX. B624 C & GEX. B624 C & G
10' SIDEWALK
NORTH MEMORIAL CLINIC
APPLEBEE'S
4203 - 4237
7' SIDEWALK
+21.6
46.4' L
20' RAD PT
+00.4
46.8' L
20' RAD PT
535
536 537 538 539 540 541
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:41pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C601.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSXT, 193805693-XSNO, 193805693-XSNU, 193805693-XSNLTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
0 25 50
N
CONSTRUCTION PLAN AND PROFILE
42ND AVENUE N. (CSAH 9)
65
PBR
MAF
MAF
JDP
JDP
193805693 138MATCHLINE535+00MATCHLINE541+00
C
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>BENCHBENCHBENCH
TRASHCON
llllllllllllllllll l l l l
l
llllllll>>>>>>>>>>>>
S S
S
S
S
SS
H
H
H
HH
H
H
H
H
H
BENCHWINNETKA AVE N.42ND AVE N. (CSAH 9)
ROWUE
ROW
42ND ST
GETHSEMANE CEMETERY
EX. B624 C & G
EX. B612 C & G
EX. B624 C & G
7' SIDEWALK
5' SIDEWALK 7' SIDEWALK5' SIDEWALK
1
1
1
1
EX. B624 C & G
EX. B624 C & G
R
=
3
5
.
0
'R=25.0'R =30.0'R=2
5.0'
4201
MCDONALDS 4200
WALGREENS
4148
+38.2
63.4' L
30' RAD PT
+59.4
60.5' L
25' RAD PT
+58.9
61.2' R
25' RAD PT
+32.8
80.3' R
35' RAD PT
541 542 543 544 545 546 547 548
0
101
0 101
END SAP
SAP 182-020-028
STA. 548+36
B624 C & G B624 C & G
B624 C & G
1
NOTES:
CONCRETE APPROACH NOSE DETAIL
(MNDOT 7113)
PAID FOR AS 6" CONCRETE WALK
900
910
920
930
900
910
920
930
900
910
920
930
900
910
920
930
900
910
920
930
900
910
920
930
900
910
920
930
900
910
920
930
915.15915.20+00 914.79914.8913.93913.91+00 913.26913.31+33
1.29%
-0.54%
-2.16%
-2.50%
-1.66%
-2.50%
-1.93%PVIS: -0+00.00PVIE: 915.15PVIS: 0+54.26
PVIE: 914.81
PVIS: 0+44.17PVIE: 914.91PVIS: 0+50.81
PVIE: 914.77
PVIS: 0+63.72PVIE: 914.58PVIS: 0+94.75PVIE: 914.06PVIS: 1+03.88PVIE: 913.83PVIS: 1+33.38PVIE: 913.26914.48914.50+00 914.57914.6914.99915.01+00 1+14
-0.38%0.61%2.00%0.66%0.67%0.67%PVIS: 0+00.00PVIE: 914.48PVIS: 0+22.45PVIE: 914.39PVIS: 0+35.39PVIE: 914.47PVIS: 0+48.59PVIE: 914.56PVIS: 0+71.87PVIE: 914.71PVIS: 0+93.44PVIE: 914.86PVIS: 1+08.56PVIE: 915.160+00 913.69913.7913.96914.01+00 913.91+22
1.49%-0.05%
0.67%0.67%
0.67%PVIS: 0+09.90PVIE: 913.16PVIS: 0+41.04PVIE: 913.63PVIS: 1+22.41PVIE: 913.95PVIS: 0+91.22
PVIE: 913.96
PVIS: 0+50.77PVIE: 913.69PVIS: 0+84.05PVIE: 913.920+00 914.21914.2914.05914.01+00 913.98914.01+20
-2.41%
-2.55%
-0.32%
-1.27%1.00%
0.50%-0.50%PVIS: 0+04.64PVIE: 914.86PVIS: 0+30.87
PVIE: 914.22
PVIS: 0+34.91
PVIE: 914.12
PVIS: 1+20.05PVIE: 913.98PVIS: 0+86.96
PVIE: 914.09
PVIS: 0+37.00
PVIE: 914.14
PVIS: 0+61.77PVIE: 914.27PVIS: 0+80.43PVIE: 914.17LIP-WINNETKA-NW RAD LIP-WINNETKA-SW RAD LIP-WINNETKA-NE RAD LIP-WINNETKA-SE RAD
TOP OF FINISHED SURFACE
TOP OF FINISHED SURFACE
TOP OF FINISHED SURFACE
TOP OF FINISHED SURFACEINPLACE GROUNDLINE
INPLACE GROUNDLINE
INPLACE GROUNDLINE
INPLACE GROUNDLINE
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:42pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C601.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSXT, 193805693-XSNO, 193805693-XSNU, 193805693-XSNLTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
0 25 50
N
CONSTRUCTION PLAN AND PROFILE
42ND AVENUE N. (CSAH 9)
66
PBR
MAF
MAF
JDP
JDP
193805693 138MATCHLINE541+00
CG-VENTHHUUllllllllllll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SS>>>>>>>>>SS>>>>>>>>>SSHHCTRANTRANHBENCHBENCH lllllll l l lR=14.0'EX. B618 C & G
B612 C & G
BOONE AVE N.
VALLEY WOOD
5' SIDEWALK
10' BIT TRAIL
ROW UE
42ND AVE N. (CSAH 9)R=20 .0 'R=20
.
0'861042004201
4208
4204
+81.8
346.9' R
14' RAD PT 518519520101 102 103 104 105 106 107 10801
0
11
1
0
110 1 2 3 38
8END BOONE AVE
SAP 182-101-020
STA. 106+85
BEGIN BOONE AVE
SAP 182-101-020
STA. 102+26 R=27.0'
R =2 7 .0 '900
910
920
930
900
910
920
930
909.60+00UPDATE 910.6911.91+00UPDATE 913.8916.02+00UPDATE 917.7919.33+00UPDATE 918.53+35UPDATE-1.50%
-1.75%
-4.00%
-3.35%3.23%
3.40%
4.36%
4.12%
3.28%
2.64%0.50%
6.00%
1.50%PVIS: 0+02.09PVIE: 909.75PVIS: 3+23.10
PVIE: 918.71
PVIS: 3+29.62
PVIE: 918.59
PVIS: 3+32.62
PVIE: 918.47
PVIS: 3+15.45
PVIE: 918.82PVIS: 2+95.00PVIE: 919.51PVIS: 2+69.92PVIE: 918.70PVIS: 2+19.92PVIE: 917.00PVIS: 1+69.92PVIE: 914.82PVIS: 1+19.92PVIE: 912.76PVIS: 0+69.92PVIE: 911.12PVIS: 0+42.35PVIE: 910.39PVIS: 0+09.14
PVIE: 910.17
PVIS: 0+15.14
PVIE: 910.26
BOT-BOONE
TOP OF FINISHED SURFACE
INPLACE GROUNDLINE
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:42pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C601.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSXT, 193805693-XSNO, 193805693-XSNU, 193805693-XSNLTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
0 25 50N
CONSTRUCTION PLAN AND PROFILE
BOONE AVENUE N.
67
PBR
MAF
MAF
JDP
JDP
193805693 138
C-C C-C C-C C-C
C-C
C-CC-CC-CC
H
H HCONS
S
SS
SS
SS
SS SSS
S
S
U
U
504
505
506 507 508 509 510 511
FLAG AVE N.42ND AVE N. (CSAH 9)
BEGIN 42ND ST
SAP 182-020-028
STA. 505+24
ROW
ROW
42ND ST
ROW
4200
FLAG AVE N
4201
FLAG AVE N
PROPOSED
UE
UE
4240 GETTYSBURG AVE N
HOLY TRINITY LUTHERAN
CHURCH4225 GETTYSBURG AVE N
NEW HOPE CHURCH
9109 9009 9001 4164
ENSIGN AVE N
ROW
ROW
ROW GETTYSBURG AVE N.ENSIGN AVE N.C
C C
UU
H
S
SS
SS SS
C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C
E-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-B
U
511 512 513 514 515 516 517
42ND AVE N. (CSAH 9)
ROW
UE
ROW
42ND ST
86408810
88308910
8805-8963
SANDPIPER COVE
PROPOSED
UE
UE
8" CONCRETE DRIVEWAY PAVEMENT
BITUMINOUS TRAIL
BITUMINOUS PATCH SPECIAL
4" CONCRETE WALK
6" CONCRETE WALK
7" CONCRETE VALLEY GUTTER
SEE COUNTY PLAN SHEETS FOR ROAD MILL AND OVERLAY DETAILS
4" COLORED CONCRETE WALK
6" COLORED CONCRETE WALK
INSTALL BRICK PAVERS
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:44pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C611.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSXT, 193805693-XSNO, 193805693-SURFACING, 193805693-XSNU, 193805693-XSNLTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
0 25 50
N
SURFACING PLAN
42ND AVENUE N. (CSAH 9)
68
PBR
MAF
MAF
JDP
JDP
193805693 138
0 25 50
N
MATCHLINE511+00MATCHLINE511+00MATCHLINE517+00
H
C
H
G-VENT
U
S S S
S
SS
SS
SS
C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C
H
H
H
H
C-CC-CC-CC-CC-CC-CC-CC-CC-CC-CE-BE-BE-BE-BE-B
C
H
TRAN
TRAN
H
H
517
518 519 520 521 522 523
BENCHBENCH42ND AVE N. (CSAH 9)
ROW
UE
ROW
42ND ST
GETHSEMANE CEMETERY105106107 4200
4201
8610
4200
4151
VALLEYWOOD
APARTMENTS
ROW
ROW BOONE AVE N.AQUILA AVE N.C
SS
SSSS
C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C
523 524 525 526 527 528 529
42ND AVE N. (CSAH 9)
ROW
UE
ROW
42ND ST
GETHSEMANE CEMETERY
8420
APARTMENTS ON 42N
D
AVENUE
4200
APARTMENTS
4201
8500
HERITAGE DENTAL
ZEALAND AVE N.ROW8" CONCRETE DRIVEWAY PAVEMENT
BITUMINOUS TRAIL
BITUMINOUS PATCH SPECIAL
4" CONCRETE WALK
6" CONCRETE WALK
7" CONCRETE VALLEY GUTTER
SEE COUNTY PLAN SHEETS FOR ROAD MILL AND OVERLAY DETAILS
4" COLORED CONCRETE WALK
6" COLORED CONCRETE WALK
INSTALL BRICK PAVERS
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:44pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C611.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSXT, 193805693-XSNO, 193805693-SURFACING, 193805693-XSNU, 193805693-XSNLTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
0 25 50
N
SURFACING PLAN
42ND AVENUE N. (CSAH 9)
69
PBR
MAF
MAF
JDP
JDP
193805693 138
0 25 50
N
MATCHLINE517+00MATCHLINE523+00MATCHLINE523+00MATCHLINE529+00
H
H
C
C
U
HEEE
S
HHH
H
H H
H
H
BENCH
TRASH
S
S
SS
SS CON
H
H
H
FO-CG-D
529 530 531 532 533 534 535XYLON AVE N.42ND AVE N. (CSAH 9)
ROW
UE
ROW42ND ST
GETHSEMANE
CEMETERY
HYVEE GAS
8320
WELLS FARGO BANK
ROW
APARTMENTS ON 42ND
C C
H
535
536 537 538 539 540 541
42ND AVE N. (CSAH 9)
ROW
UE
ROW
42ND ST
GETHSEMANE CEMETERY
NORTH MEMORIAL CLINIC
APPLEBEE'S
4203 - 4237
8" CONCRETE DRIVEWAY PAVEMENT
BITUMINOUS TRAIL
BITUMINOUS PATCH SPECIAL
4" CONCRETE WALK
6" CONCRETE WALK
7" CONCRETE VALLEY GUTTER
SEE COUNTY PLAN SHEETS FOR ROAD MILL AND OVERLAY DETAILS
4" COLORED CONCRETE WALK
6" COLORED CONCRETE WALK
INSTALL BRICK PAVERS
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:44pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C611.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSXT, 193805693-XSNO, 193805693-SURFACING, 193805693-XSNU, 193805693-XSNLTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
0 25 50
N
SURFACING PLAN
42ND AVENUE N. (CSAH 9)
70
PBR
MAF
MAF
JDP
JDP
193805693 138
0 25 50
N
MATCHLINE529+00MATCHLINE535+00MATCHLINE535+00MATCHLINE541+00
C
BENCHBENCHBENCH
TRASHCON
S S
S
S
S
SS
H
H
H
HH
H
H
H
H
H
BENCH541 542 543 544 545 546 547 548WINNETKA AVE N.(CSAH 156)42ND AVE N. (CSAH 9)
ROWUE
ROW
42ND ST
GETHSEMANE CEMETERY
UE
4201
MCDONALDS
4200
WALGREENS
4148
END SAP
SAP 182-020-028
STA. 548+36
CHG-VENTHHUUSSSSSSSSSSSC-CC-CC-CC-CC-CC-CC-CC-CC-CC-CC-CHHHHC-CC-CC-CC-CC-CC-CC-CC-CC-C C-C C-C C-C C-C C-CE-BE-BCHTRANTRANHH518519520BENCHBENCH
BOONE AVE N.
VALLEY WOOD
ROW
UE
101 102 103 104 105 106 107 108
42ND AVE N. (CSAH 9)END BOONE AVE
SAP 182-101-020
STA. 106+85
BEGIN BOONE AVE
SAP 182-101-020
STA. 102+26
8" CONCRETE DRIVEWAY PAVEMENT
BITUMINOUS TRAIL
BITUMINOUS PATCH SPECIAL
4" CONCRETE WALK
6" CONCRETE WALK
7" CONCRETE VALLEY GUTTER
SEE COUNTY PLAN SHEETS FOR ROAD MILL AND OVERLAY DETAILS
4" COLORED CONCRETE WALK
6" COLORED CONCRETE WALK
INSTALL BRICK PAVERS
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:44pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C611.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSXT, 193805693-XSNO, 193805693-SURFACING, 193805693-XSNU, 193805693-XSNLTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
SURFACING PLAN
42ND AVENUE N. (CSAH 9) & BOONE AVENUE N.
71
PBR
MAF
MAF
JDP
JDP
193805693 138
0 25 50
N
MATCHLINE541+000 25 50N
C-C
C-CC-CC-CC-CH
H
S
SS
SS
SS
SS
S
505
506 507
508
GETTYSBURG AVE N.FLAG AVE N.42ND AVE N. (CSAH 9)
ROW
6"
6"
6"6"
5000
ROW
88S SFF4240 GETTYSBURG
AVE N
HOLY TRINITY
LUTHERAN CHURCH
9109 9009
5001
5002
5003
5004
5005
LEGEND
CURB HEIGHT
DRAINAGE FLOW ARROW
X"
F
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE
BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN
THE DIRECTION SHOWN AND CROSS SLOPE SHALL
NOT EXCEED 2.0%
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE
GREATER THAN 2.0% AND LESS THAN 5.0% IN
THE DIRECTION SHOWN AND CROSS SLOPE SHALL
NOT EXCEED 2.0%
PEDESTRIAN ACCESS RAMP (ADA)
TRUNCATED DOMES
(SEE STANDARD PLATE 7038)
CONTROL POINT (AT BACK OF CURB)CP #
ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURB LINE. SEE
STANDARD PLAN 5-297.250 SHEET 25 FOR CURB LINE REINFORCEMENT DETAIL.
S
LANDING AREA - 4' X 4' MIN. DIMENSIONS
AND MAX 2.0% SLOPE IN ALL DIRECTIONS
TRANSITION PANEL TO MATCH EXISTING SIDEWALKT
CONSTRUCT PEDESTRIAN CURB RAMPS PER MNDOT STANDARD PLANS
5-297.250, SEE SHEETS 20 - 25.
1 PERPENDICULAR
2 TIERED PERPENDICULAR
3 PARALLEL
4 FAN
5 MODIFIED FAN
6 DEPRESSED CORNER
7 COMBINED DIRECTIONAL
8 ONE-WAY DIRECTIONAL
GENERAL NOTES:
SAWCUT AT REMOVAL LIMIT OF NEAREST JOINT.
CONSTRUCTION PLAN AND PROFILE SHEETS FOR LIP OF CURB PROFILES,
SHEETS 58 - 67.
SEE SHEET 15 FOR CONCRETE WALK TYPICAL SECTION.
CONTRACTOR SHALL VERIFY RADIUS AND ARC LENGTHS NEEDED AT RADIAL
DOME CORNERS PRIOR TO ORDERING AND INSTALLING DOMES.
RIGHT OF WAY LINES ARE NOT FROM A SURVEY AND ARE FOR REFERENCE
INFORMATION ONLY.
PERMISSION FOR WORK SHOWN OUTSIDE OF THE RIGHT OF WAY IS TO BE
OBTAINED VIA RIGHT OF ENTRY BY THE ENGINEER.
PED RAMP COORDINATES
LOCATION POINT
NO.
42ND AVE N. AND FLAG AVE N.
NORTHING EASTING ELEVATION DESCRIPTION
SW QUAD 5000 188325.59 496981.56 932.69 0" CURB HEIGHT
SW QUAD 5001 188315.56 496984.33 932.94 0" CURB HEIGHT
SW QUAD 5002 188315.61 496965.00 20' RAD PT
SE QUAD 5003 188325.21 497019.73 932.76 0" CURB HEIGHT
SE QUAD 5004 188315.25 497015.51 933.04 0" CURB HEIGHT
SE QUAD 5005 188312.99 497034.70 20' RAD PT
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/24/2023 - 7:15amDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C621.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSXT, 193805693-XSNOTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
0 10 20
N
ADA PLAN
42ND AVENUE N. (CSAH 9) & FLAG AVENUE N.
72
PBR
MAF
MAF
JDP
JDP
193805693 138
C
S
SS
SS
S
S
U
U
509 510 511
ENSIGN AVE N.ROW
3"
6"
6"
3"
6"
6"
ROWROWF42ND AVE N. (CSAH 9)FFF5
5
SF F6"6"
4200
FLAG AVE N
4201
FLAG AVE N
9001
4164
ENSIGN AVE N
5006
5007
5008
5009
5010
5011
5012 5013
LEGEND
CURB HEIGHT
DRAINAGE FLOW ARROW
X"
F
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE
BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN
THE DIRECTION SHOWN AND CROSS SLOPE SHALL
NOT EXCEED 2.0%
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE
GREATER THAN 2.0% AND LESS THAN 5.0% IN
THE DIRECTION SHOWN AND CROSS SLOPE SHALL
NOT EXCEED 2.0%
PEDESTRIAN ACCESS RAMP (ADA)
TRUNCATED DOMES
(SEE STANDARD PLATE 7038)
CONTROL POINT (AT BACK OF CURB)CP #
ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURB LINE. SEE
STANDARD PLAN 5-297.250 SHEET 25 FOR CURB LINE REINFORCEMENT DETAIL.
S
LANDING AREA - 4' X 4' MIN. DIMENSIONS
AND MAX 2.0% SLOPE IN ALL DIRECTIONS
TRANSITION PANEL TO MATCH EXISTING SIDEWALKT
CONSTRUCT PEDESTRIAN CURB RAMPS PER MNDOT STANDARD PLANS
5-297.250, SEE SHEETS 20 - 25.
1 PERPENDICULAR
2 TIERED PERPENDICULAR
3 PARALLEL
4 FAN
5 MODIFIED FAN
6 DEPRESSED CORNER
7 COMBINED DIRECTIONAL
8 ONE-WAY DIRECTIONAL
GENERAL NOTES:
SAWCUT AT REMOVAL LIMIT OF NEAREST JOINT.
CONSTRUCTION PLAN AND PROFILE SHEETS FOR LIP OF CURB PROFILES,
SHEETS 58 - 67.
SEE SHEET 15 FOR CONCRETE WALK TYPICAL SECTION.
CONTRACTOR SHALL VERIFY RADIUS AND ARC LENGTHS NEEDED AT RADIAL
DOME CORNERS PRIOR TO ORDERING AND INSTALLING DOMES.
RIGHT OF WAY LINES ARE NOT FROM A SURVEY AND ARE FOR REFERENCE
INFORMATION ONLY.
PERMISSION FOR WORK SHOWN OUTSIDE OF THE RIGHT OF WAY IS TO BE
OBTAINED VIA RIGHT OF ENTRY BY THE ENGINEER.
PED RAMP COORDINATES
LOCATION POINT
NO.
42ND AVE N. AND ENSIGN AVE N.
NORTHING EASTING ELEVATION DESCRIPTION
SW QUAD 5006 188324.26 497249.36 930.19 0" CURB HEIGHT
SW QUAD 5007 188313.56 497266.52 929.83 0" CURB HEIGHT
SW QUAD 5008 188304.92 497249.23 20' RAD PT
SE QUAD 5009 188321.62 497319.66 928.67 0" CURB HEIGHT
SE QUAD 5010 188311.72 497301.88 929.50 0" CURB HEIGHT
SE QUAD 5011 188302.31 497318.77 20' RAD PT
NW 5012 188393.25 497254.31 930.43 0" CURB HEIGHT
NW 5013 188392.99 497260.30 930.44 0" CURB HEIGHT
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/24/2023 - 7:15amDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C621.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSXT, 193805693-XSNOTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
0 10 20
N
ADA PLAN
42ND AVENUE N. (CSAH 9) & ENSIGN AVENUE N.
73
PBR
MAF
MAF
JDP
JDP
193805693 138
C C
U
SS
512 513 514
ROW
ROW
UE
42ND AVE N. (CSAH 9)FF8830
8910
8805-8963
SANDPIPER COVE
LEGEND
CURB HEIGHT
DRAINAGE FLOW ARROW
X"
F
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE
BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN
THE DIRECTION SHOWN AND CROSS SLOPE SHALL
NOT EXCEED 2.0%
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE
GREATER THAN 2.0% AND LESS THAN 5.0% IN
THE DIRECTION SHOWN AND CROSS SLOPE SHALL
NOT EXCEED 2.0%
PEDESTRIAN ACCESS RAMP (ADA)
TRUNCATED DOMES
(SEE STANDARD PLATE 7038)
CONTROL POINT (AT BACK OF CURB)CP #
ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURB LINE. SEE
STANDARD PLAN 5-297.250 SHEET 25 FOR CURB LINE REINFORCEMENT DETAIL.
S
LANDING AREA - 4' X 4' MIN. DIMENSIONS
AND MAX 2.0% SLOPE IN ALL DIRECTIONS
TRANSITION PANEL TO MATCH EXISTING SIDEWALKT
CONSTRUCT PEDESTRIAN CURB RAMPS PER MNDOT STANDARD PLANS
5-297.250, SEE SHEETS 20 - 25.
1 PERPENDICULAR
2 TIERED PERPENDICULAR
3 PARALLEL
4 FAN
5 MODIFIED FAN
6 DEPRESSED CORNER
7 COMBINED DIRECTIONAL
8 ONE-WAY DIRECTIONAL
GENERAL NOTES:
SAWCUT AT REMOVAL LIMIT OF NEAREST JOINT.
CONSTRUCTION PLAN AND PROFILE SHEETS FOR LIP OF CURB PROFILES,
SHEETS 58 - 67.
SEE SHEET 15 FOR CONCRETE WALK TYPICAL SECTION.
CONTRACTOR SHALL VERIFY RADIUS AND ARC LENGTHS NEEDED AT RADIAL
DOME CORNERS PRIOR TO ORDERING AND INSTALLING DOMES.
RIGHT OF WAY LINES ARE NOT FROM A SURVEY AND ARE FOR REFERENCE
INFORMATION ONLY.
PERMISSION FOR WORK SHOWN OUTSIDE OF THE RIGHT OF WAY IS TO BE
OBTAINED VIA RIGHT OF ENTRY BY THE ENGINEER.
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/24/2023 - 7:15amDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C621.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSXT, 193805693-XSNOTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
0 10 20
N
ADA PLAN
42ND AVENUE N. (CSAH 9) & SANDPIPER COVE
74
PBR
MAF
MAF
JDP
JDP
193805693 138
C
G-VENT
U
S S S
SS
SS
H
CTRAN
H
518
519 520
42ND AVE N. (CSAH 9)
GETHSEMANE CEMETERYBENCH
BENCHROW
UE
UE
ROWFFFF3"
6"
3"3"
6"
6"
6"
6"
6"6"
6"FFFFFF
F
F5
5
5
5
T
T
T
T
T
T
8610
BOONE AVE N.5014
5015
5016
5017
5018
5019
5020
5021
5022
5023
5024
5025
PB4-1
PB6-2 PB6-1
PB8-2
PB8-1
PB2-2PB2-1
PB4-2
LEGEND
CURB HEIGHT
DRAINAGE FLOW ARROW
X"
F
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE
BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN
THE DIRECTION SHOWN AND CROSS SLOPE SHALL
NOT EXCEED 2.0%
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE
GREATER THAN 2.0% AND LESS THAN 5.0% IN
THE DIRECTION SHOWN AND CROSS SLOPE SHALL
NOT EXCEED 2.0%
PEDESTRIAN ACCESS RAMP (ADA)
TRUNCATED DOMES
(SEE STANDARD PLATE 7038)
CONTROL POINT (AT BACK OF CURB)CP #
ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURB LINE. SEE
STANDARD PLAN 5-297.250 SHEET 25 FOR CURB LINE REINFORCEMENT DETAIL.
S
LANDING AREA - 4' X 4' MIN. DIMENSIONS
AND MAX 2.0% SLOPE IN ALL DIRECTIONS
TRANSITION PANEL TO MATCH EXISTING SIDEWALKT
CONSTRUCT PEDESTRIAN CURB RAMPS PER MNDOT STANDARD PLANS
5-297.250, SEE SHEETS 20 - 25.
1 PERPENDICULAR
2 TIERED PERPENDICULAR
3 PARALLEL
4 FAN
5 MODIFIED FAN
6 DEPRESSED CORNER
7 COMBINED DIRECTIONAL
8 ONE-WAY DIRECTIONAL
GENERAL NOTES:
SAWCUT AT REMOVAL LIMIT OF NEAREST JOINT.
CONSTRUCTION PLAN AND PROFILE SHEETS FOR LIP OF CURB PROFILES,
SHEETS 58 - 67.
SEE SHEET 15 FOR CONCRETE WALK TYPICAL SECTION.
CONTRACTOR SHALL VERIFY RADIUS AND ARC LENGTHS NEEDED AT RADIAL
DOME CORNERS PRIOR TO ORDERING AND INSTALLING DOMES.
RIGHT OF WAY LINES ARE NOT FROM A SURVEY AND ARE FOR REFERENCE
INFORMATION ONLY.
PERMISSION FOR WORK SHOWN OUTSIDE OF THE RIGHT OF WAY IS TO BE
OBTAINED VIA RIGHT OF ENTRY BY THE ENGINEER.
PED RAMP COORDINATES
LOCATION POINT
NO.
42ND AVE N. AND BOONE AVE N.
NORTHING EASTING ELEVATION DESCRIPTION
NW QUAD 5014 188343.31 498128.89 919.86 0" CURB HEIGHT
NW QUAD 5015 188349.30 498140.42 919.78 0" CURB HEIGHT
NW QUAD 5016 188362.43 498126.24 20' RAD PT
NE QUAD 5017 188335.79 498207.99 920.58 0" CURB HEIGHT
NE QUAD 5018 188344.02 498193.93 920.85 0" CURB HEIGHT
NE QUAD 5019 188355.06 498209.80 20' RAD PT
SW QUAD 5020 188280.54 498128.49 918.47 0" CURB HEIGHT
SW QUAD 5021 188267.28 498143.40 918.64 0" CURB HEIGHT
SW QUAD 5022 188257.33 498121.20 25' RAD PT
SE QUAD 5023 188268.98 498208.22 919.39 0" CURB HEIGHT
SE QUAD 5024 188257.84 498194.49 919.51 0" CURB HEIGHT
SE QUAD 5025 188245.81 498215.64 25' RAD PT
SIGNAL CONTROL POINTS
LOCATION POINT
NO.
42ND AVE N. AND BOONE AVE N.
NORTHING EASTING
DISTANCE TO
FRONT OF
LANDING
DISTANCE
TO BACK
OF LANDING DESCRIPTION
FT FT
NW QUAD PB4-1 188352.84 498126.98 6.7 2 PUSH BUTTON
NW QUAD PB6-2 188352.85 498136.65 2.2 3 PUSH BUTTON
NE QUAD PB6-1 188346.33 498198.45 2 5 PUSH BUTTON
NE QUAD PB8-2 188342.45 498209.95 4 0.75 PUSH BUTTON
SE QUAD PB2-2 188255.38 498200.21 3.2 3.2 PUSH BUTTON
SE QUAD PB8-1 188264.69 498210.53 2 2 PUSH BUTTON
SW QUAD PB2-1 188265.44 498137.61 3 3 PUSH BUTTON
SW QUAD PB4-2 188271.93 498127.94 5.5 8.4 PUSH BUTTON
TRAFFIC SIGNAL NOTES:
APS UPGRADE TO EXISTING TRAFFIC SIGNAL
REMOVE EXISTING PUSH BUTTONS. APPLY COVER AND MAKE WATER TIGHT
THE OPENING FOR UNUSED PUSH BUTTON ON SIGNAL POLE TO THE
SATISFACTION OF THE ENGINEER.
FURNISH AND INSTALL 1" NMC FROM EXISTING SIGNAL POLE TO PROPOSED
APS PB STATION.
FURNISH AND INSTALL NEW APS PUSH BUTTONS AND PUSH BUTTON STATIONS
WHERE SHOWN ON PLAN. SEE SHEET 121 FOR APS PB STATION DETAIL.
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/24/2023 - 7:16amDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C621.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSXT, 193805693-XSNOTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
0 10 20
N
ADA PLAN
42ND AVENUE N. (CSAH 9) & BOONE AVENUE N.
75
PBR
MAF
MAF
JDP
JDP
193805693 138
H
S
SS
H
GAS
521
522 523
524AQUILA AVE N.ROW
UE
ROW
GETHSEMANE CEMETERY
FS
6"
3"
6"
42ND AVE N. (CSAH 9)F5
6
SFF6"
6"
6"6"
T
T
4200
5026
5027
5028
5029
5030
5031
5032 5033
LEGEND
CURB HEIGHT
DRAINAGE FLOW ARROW
X"
F
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE
BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN
THE DIRECTION SHOWN AND CROSS SLOPE SHALL
NOT EXCEED 2.0%
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE
GREATER THAN 2.0% AND LESS THAN 5.0% IN
THE DIRECTION SHOWN AND CROSS SLOPE SHALL
NOT EXCEED 2.0%
PEDESTRIAN ACCESS RAMP (ADA)
TRUNCATED DOMES
(SEE STANDARD PLATE 7038)
CONTROL POINT (AT BACK OF CURB)CP #
ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURB LINE. SEE
STANDARD PLAN 5-297.250 SHEET 25 FOR CURB LINE REINFORCEMENT DETAIL.
S
LANDING AREA - 4' X 4' MIN. DIMENSIONS
AND MAX 2.0% SLOPE IN ALL DIRECTIONS
TRANSITION PANEL TO MATCH EXISTING SIDEWALKT
CONSTRUCT PEDESTRIAN CURB RAMPS PER MNDOT STANDARD PLANS
5-297.250, SEE SHEETS 20 - 25.
1 PERPENDICULAR
2 TIERED PERPENDICULAR
3 PARALLEL
4 FAN
5 MODIFIED FAN
6 DEPRESSED CORNER
7 COMBINED DIRECTIONAL
8 ONE-WAY DIRECTIONAL
GENERAL NOTES:
SAWCUT AT REMOVAL LIMIT OF NEAREST JOINT.
CONSTRUCTION PLAN AND PROFILE SHEETS FOR LIP OF CURB PROFILES,
SHEETS 58 - 67.
SEE SHEET 15 FOR CONCRETE WALK TYPICAL SECTION.
CONTRACTOR SHALL VERIFY RADIUS AND ARC LENGTHS NEEDED AT RADIAL
DOME CORNERS PRIOR TO ORDERING AND INSTALLING DOMES.
RIGHT OF WAY LINES ARE NOT FROM A SURVEY AND ARE FOR REFERENCE
INFORMATION ONLY.
PERMISSION FOR WORK SHOWN OUTSIDE OF THE RIGHT OF WAY IS TO BE
OBTAINED VIA RIGHT OF ENTRY BY THE ENGINEER.
PED RAMP COORDINATES
LOCATION POINT
NO.
42ND AVE N. AND AQUILA AVE N.
NORTHING EASTING ELEVATION DESCRIPTION
NW QUAD 5026 188290.77 498460.97 924.50 0" CURB HEIGHT
NW QUAD 5027 188294.70 498475.01 924.80 0" CURB HEIGHT
NW QUAD 5028 188309.98 498463.17 20' RAD PT
NE QUAD 5029 188277.78 498527.65 926.18 0" CURB HEIGHT
NE QUAD 5030 188287.00 498516.35 925.93 0" CURB HEIGHT
NE QUAD 5031 188296.26 498533.32 20' RAD PT
SE QUAD 5032 188223.04 498513.13 926.26 0" CURB HEIGHT
SE QUAD 5033 188222.31 498519.09 926.48 0" CURB HEIGHT
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/24/2023 - 7:16amDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C621.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSXT, 193805693-XSNOTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
0 10 20
N
ADA PLAN
42ND AVENUE N. (CSAH 9) & AQUILA AVENUE N.
76
PBR
MAF
MAF
JDP
JDP
193805693 138
SS
525 526ZEALAND AVE N.42ND AVE N. (CSAH 9)
ROW
UE
ROW
GETHSEMANE CEMETERYS S6"
6"
6"
6"66
SFF6"6"
T
T
4200
APARTMENTS
4201
5034
5035
5036
5037
5038
5039
5040 5041
LEGEND
CURB HEIGHT
DRAINAGE FLOW ARROW
X"
F
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE
BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN
THE DIRECTION SHOWN AND CROSS SLOPE SHALL
NOT EXCEED 2.0%
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE
GREATER THAN 2.0% AND LESS THAN 5.0% IN
THE DIRECTION SHOWN AND CROSS SLOPE SHALL
NOT EXCEED 2.0%
PEDESTRIAN ACCESS RAMP (ADA)
TRUNCATED DOMES
(SEE STANDARD PLATE 7038)
CONTROL POINT (AT BACK OF CURB)CP #
ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURB LINE. SEE
STANDARD PLAN 5-297.250 SHEET 25 FOR CURB LINE REINFORCEMENT DETAIL.
S
LANDING AREA - 4' X 4' MIN. DIMENSIONS
AND MAX 2.0% SLOPE IN ALL DIRECTIONS
TRANSITION PANEL TO MATCH EXISTING SIDEWALKT
CONSTRUCT PEDESTRIAN CURB RAMPS PER MNDOT STANDARD PLANS
5-297.250, SEE SHEETS 20 - 25.
1 PERPENDICULAR
2 TIERED PERPENDICULAR
3 PARALLEL
4 FAN
5 MODIFIED FAN
6 DEPRESSED CORNER
7 COMBINED DIRECTIONAL
8 ONE-WAY DIRECTIONAL
GENERAL NOTES:
SAWCUT AT REMOVAL LIMIT OF NEAREST JOINT.
CONSTRUCTION PLAN AND PROFILE SHEETS FOR LIP OF CURB PROFILES,
SHEETS 58 - 67.
SEE SHEET 15 FOR CONCRETE WALK TYPICAL SECTION.
CONTRACTOR SHALL VERIFY RADIUS AND ARC LENGTHS NEEDED AT RADIAL
DOME CORNERS PRIOR TO ORDERING AND INSTALLING DOMES.
RIGHT OF WAY LINES ARE NOT FROM A SURVEY AND ARE FOR REFERENCE
INFORMATION ONLY.
PERMISSION FOR WORK SHOWN OUTSIDE OF THE RIGHT OF WAY IS TO BE
OBTAINED VIA RIGHT OF ENTRY BY THE ENGINEER.
PED RAMP COORDINATES
LOCATION POINT
NO.
42ND AVE N. AND ZEALAND AVE N.
NORTHING EASTING ELEVATION DESCRIPTION
NW QUAD 5034 188242.01 498784.66 928.10 0" CURB HEIGHT
NW QUAD 5035 188246.20 498798.60 928.34 0" CURB HEIGHT
NW QUAD 5036 188261.25 498786.47 20' RAD PT
NE QUAD 5037 188234.15 498860.99 927.62 0" CURB HEIGHT
NE QUAD 5038 188241.74 498849.16 927.87 0" CURB HEIGHT
NE QUAD 5039 188249.41 498862.44 16' RAD PT
SE QUAD 5040 188181.46 498845.23 928.52 0" CURB HEIGHT
SE QUAD 5041 188180.62 498851.17 928.21 0" CURB HEIGHT
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/24/2023 - 7:16amDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C621.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSXT, 193805693-XSNOTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
0 10 20
N
ADA PLAN
42ND AVENUE N. (CSAH 9) & ZEALAND AVENUE N.
77
PBR
MAF
MAF
JDP
JDP
193805693 138
H
H
C
H
HHH
H
H H
BENCH
TRASH
S
S
CON
H
H
H
531 532 533XYLON AVE N.42ND AVE N. (CSAH 9)
ROW
UE
ROW
GETHSEMANE
CEMETERYF F6"
3"
6"6"
6"6"FFF
5
5
5
T T
8320
WELLS FARGO
BANK
FFT
T
5042
5043
5044
5045
5046
5047
5048
5049
5050
PB6-2
PB8-2
PB2-2PB2-1
PB4-1
PB4-2
PB8-2
PB6-1
LEGEND
CURB HEIGHT
DRAINAGE FLOW ARROW
X"
F
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE
BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN
THE DIRECTION SHOWN AND CROSS SLOPE SHALL
NOT EXCEED 2.0%
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE
GREATER THAN 2.0% AND LESS THAN 5.0% IN
THE DIRECTION SHOWN AND CROSS SLOPE SHALL
NOT EXCEED 2.0%
PEDESTRIAN ACCESS RAMP (ADA)
TRUNCATED DOMES
(SEE STANDARD PLATE 7038)
CONTROL POINT (AT BACK OF CURB)CP #
ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURB LINE. SEE
STANDARD PLAN 5-297.250 SHEET 25 FOR CURB LINE REINFORCEMENT DETAIL.
S
LANDING AREA - 4' X 4' MIN. DIMENSIONS
AND MAX 2.0% SLOPE IN ALL DIRECTIONS
TRANSITION PANEL TO MATCH EXISTING SIDEWALKT
CONSTRUCT PEDESTRIAN CURB RAMPS PER MNDOT STANDARD PLANS
5-297.250, SEE SHEETS 20 - 25.
1 PERPENDICULAR
2 TIERED PERPENDICULAR
3 PARALLEL
4 FAN
5 MODIFIED FAN
6 DEPRESSED CORNER
7 COMBINED DIRECTIONAL
8 ONE-WAY DIRECTIONAL
GENERAL NOTES:
SAWCUT AT REMOVAL LIMIT OF NEAREST JOINT.
CONSTRUCTION PLAN AND PROFILE SHEETS FOR LIP OF CURB PROFILES,
SHEETS 58 - 67.
SEE SHEET 15 FOR CONCRETE WALK TYPICAL SECTION.
CONTRACTOR SHALL VERIFY RADIUS AND ARC LENGTHS NEEDED AT RADIAL
DOME CORNERS PRIOR TO ORDERING AND INSTALLING DOMES.
RIGHT OF WAY LINES ARE NOT FROM A SURVEY AND ARE FOR REFERENCE
INFORMATION ONLY.
PERMISSION FOR WORK SHOWN OUTSIDE OF THE RIGHT OF WAY IS TO BE
OBTAINED VIA RIGHT OF ENTRY BY THE ENGINEER.
PED RAMP COORDINATES
LOCATION POINT
NO.
42ND AVE N. AND XYLON AVE N.
NORTHING EASTING ELEVATION DESCRIPTION
NE QUAD 5042 188179.28 499518.87 916.92 0" CURB HEIGHT
NE QUAD 5043 188195.02 499498.35 916.63 0" CURB HEIGHT
NE QUAD 5044 188208.04 499524.63 30' RAD PT
SW QUAD 5045 188108.20 499437.51 917.45 0" CURB HEIGHT
SW QUAD 5046 188089.27 499452.17 917.26 0" CURB HEIGHT
SW QUAD 5047 188079.04 499419.40 35' RAD PT
SE QUAD 5048 188099.44 499515.68 916.47 0" CURB HEIGHT
SE QUAD 5049 188084.25 499499.05 916.71 0" CURB HEIGHT
SE QUAD 5050 188067.90 499529.24 35' RAD PT
SIGNAL CONTROL POINTS
LOCATION POINT
NO.
42ND AVE N. AND XYLON AVE N.
NORTHING EASTING
DISTANCE TO
FRONT OF
LANDING
DISTANCE
TO BACK
OF LANDING DESCRIPTION
FT FT
NW QUAD PB6-2 188197.12 499441.42 6.6 2 PUSH BUTTON
NW QUAD PB4-1 188189.30 499436.70 4.9 3.6 PUSH BUTTON
NE QUAD PB6-1 188192.24 499508.37 3.6 7.2 PUSH BUTTON
NE QUAD PB8-2 188186.23 499519.07 3.8 5.7 PUSH BUTTON
SE QUAD PB2-2 188081.87 499503.45 2 2 PUSH BUTTON
SE QUAD PB8-1 188090.10 499514.19 5.4 7 PUSH BUTTON
SW QUAD PB4-2 188098.41 499440.06 4.3 3.5 PUSH BUTTON
SW QUAD PB2-1 188087.78 499447.40 2 2 PUSH BUTTON
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/24/2023 - 7:16amDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C621.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSXT, 193805693-XSNOTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
0 10 20
N
ADA PLAN
42ND AVENUE N. (CSAH 9) & XYLON AVENUE N.
78
PBR
MAF
MAF
JDP
JDP
193805693 138
C C
538 539
42ND AVE N. (CSAH 9)
ROW
UE
ROW
GETHSEMANE CEMETERY
F
6"
3"
6"F5
T
NORTH MEMORIAL
CLINIC
APPLEBEE'S
5051
5052
5053
LEGEND
CURB HEIGHT
DRAINAGE FLOW ARROW
X"
F
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE
BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN
THE DIRECTION SHOWN AND CROSS SLOPE SHALL
NOT EXCEED 2.0%
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE
GREATER THAN 2.0% AND LESS THAN 5.0% IN
THE DIRECTION SHOWN AND CROSS SLOPE SHALL
NOT EXCEED 2.0%
PEDESTRIAN ACCESS RAMP (ADA)
TRUNCATED DOMES
(SEE STANDARD PLATE 7038)
CONTROL POINT (AT BACK OF CURB)CP #
ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURB LINE. SEE
STANDARD PLAN 5-297.250 SHEET 25 FOR CURB LINE REINFORCEMENT DETAIL.
S
LANDING AREA - 4' X 4' MIN. DIMENSIONS
AND MAX 2.0% SLOPE IN ALL DIRECTIONS
TRANSITION PANEL TO MATCH EXISTING SIDEWALKT
CONSTRUCT PEDESTRIAN CURB RAMPS PER MNDOT STANDARD PLANS
5-297.250, SEE SHEETS 20 - 25.
1 PERPENDICULAR
2 TIERED PERPENDICULAR
3 PARALLEL
4 FAN
5 MODIFIED FAN
6 DEPRESSED CORNER
7 COMBINED DIRECTIONAL
8 ONE-WAY DIRECTIONAL
GENERAL NOTES:
SAWCUT AT REMOVAL LIMIT OF NEAREST JOINT.
CONSTRUCTION PLAN AND PROFILE SHEETS FOR LIP OF CURB PROFILES,
SHEETS 58 - 67.
SEE SHEET 15 FOR CONCRETE WALK TYPICAL SECTION.
CONTRACTOR SHALL VERIFY RADIUS AND ARC LENGTHS NEEDED AT RADIAL
DOME CORNERS PRIOR TO ORDERING AND INSTALLING DOMES.
RIGHT OF WAY LINES ARE NOT FROM A SURVEY AND ARE FOR REFERENCE
INFORMATION ONLY.
PERMISSION FOR WORK SHOWN OUTSIDE OF THE RIGHT OF WAY IS TO BE
OBTAINED VIA RIGHT OF ENTRY BY THE ENGINEER.
PED RAMP COORDINATES
LOCATION POINT
NO.
42ND AVE N. AND DRIVEWAY APPLEBEE'S
NORTHING EASTING ELEVATION DESCRIPTION
NE QUAD 5051 188136.98 500181.77 917.74 0" CURB HEIGHT
NE QUAD 5052 188146.20 500165.20 918.14 0" CURB HEIGHT
NE QUAD 5053 188156.31 500181.69 20' RAD PT
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/24/2023 - 7:16amDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C621.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSXT, 193805693-XSNOTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
0 10 20
N
ADA PLAN
42ND AVENUE N. (CSAH 9) & APPLEBEE'S DRIVEWAY
79
PBR
MAF
MAF
JDP
JDP
193805693 138
BENCHBENCH
TRASHCON
S S
S
S
S
SS
H
H
H
HH
H
HH
H
BENCH544 545 546WINNETKA AVE N.42ND AVE N. (CSAH 9)
ROW
UE
ROW
GETHSEMANE CEMETERY
F
6"
3"
3"
3"
6"
6"
6"
6"6"
6"
3"
3"
3"3"
3"
3"FFFF
FF
FF F
FFFFF5
5
5
5
T
T
T T
T
T
T
T
4201
MCDONALDS
4148
5054
5055
5056
5057
5058
5059
5060
5061
5062
5063
5064
5065
5066
5067
5068
5069
5070
5071
PB6-2
PB8-2
PB2-2
PB2-1
PB4-2
PB6-1
PB8-1PB4-2
LEGEND
CURB HEIGHT
DRAINAGE FLOW ARROW
X"
F
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE
BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN
THE DIRECTION SHOWN AND CROSS SLOPE SHALL
NOT EXCEED 2.0%
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE
GREATER THAN 2.0% AND LESS THAN 5.0% IN
THE DIRECTION SHOWN AND CROSS SLOPE SHALL
NOT EXCEED 2.0%
PEDESTRIAN ACCESS RAMP (ADA)
TRUNCATED DOMES
(SEE STANDARD PLATE 7038)
CONTROL POINT (AT BACK OF CURB)CP #
ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURB LINE. SEE
STANDARD PLAN 5-297.250 SHEET 25 FOR CURB LINE REINFORCEMENT DETAIL.
S
LANDING AREA - 4' X 4' MIN. DIMENSIONS
AND MAX 2.0% SLOPE IN ALL DIRECTIONS
TRANSITION PANEL TO MATCH EXISTING SIDEWALKT
CONSTRUCT PEDESTRIAN CURB RAMPS PER MNDOT STANDARD PLANS
5-297.250, SEE SHEETS 20 - 25.
1 PERPENDICULAR
2 TIERED PERPENDICULAR
3 PARALLEL
4 FAN
5 MODIFIED FAN
6 DEPRESSED CORNER
7 COMBINED DIRECTIONAL
8 ONE-WAY DIRECTIONAL
GENERAL NOTES:
SAWCUT AT REMOVAL LIMIT OF NEAREST JOINT.
CONSTRUCTION PLAN AND PROFILE SHEETS FOR LIP OF CURB PROFILES,
SHEETS 58 - 67.
SEE SHEET 15 FOR CONCRETE WALK TYPICAL SECTION.
CONTRACTOR SHALL VERIFY RADIUS AND ARC LENGTHS NEEDED AT RADIAL
DOME CORNERS PRIOR TO ORDERING AND INSTALLING DOMES.
RIGHT OF WAY LINES ARE NOT FROM A SURVEY AND ARE FOR REFERENCE
INFORMATION ONLY.
PERMISSION FOR WORK SHOWN OUTSIDE OF THE RIGHT OF WAY IS TO BE
OBTAINED VIA RIGHT OF ENTRY BY THE ENGINEER.
PED RAMP COORDINATES
LOCATION POINT
NO.
42ND AVE N. AND WINNETKA AVE N.
NORTHING EASTING ELEVATION DESCRIPTION
NW QUAD 5054 188158.34 500730.12 914.44 0" CURB HEIGHT
NW QUAD 5055 188162.13 500736.31 914.31 0" CURB HEIGHT
NW QUAD 5056 188167.81 500741.74 914.16 0" CURB HEIGHT
NW QUAD 5057 188174.16 500745.25 914.03 0" CURB HEIGHT
NW QUAD 5058 188185.06 500718.02 30' RAD PT
NE QUAD 5059 188161.03 500836.31 913.81 0" CURB HEIGHT
NE QUAD 5060 188163.03 500829.22 913.75 0" CURB HEIGHT
NE QUAD 5061 188167.89 500822.18 913.69 0" CURB HEIGHT
NE QUAD 5062 188173.80 500817.78 913.63 0" CURB HEIGHT
NE QUAD 5063 188185.18 500839.29 25' RAD PT
SW QUAD 5064 188072.67 500730.06 914.86 0" CURB HEIGHT
SW QUAD 5065 188063.05 500742.70 914.61 0" CURB HEIGHT
SW QUAD 5066 188041.28 500716.16 35' RAD PT
SE QUAD 5067 188087.12 500836.06 914.11 0" CURB HEIGHT
SE QUAD 5068 188084.31 500829.24 914.15 0" CURB HEIGHT
SE QUAD 5069 188069.85 500818.33 914.11 0" CURB HEIGHT
SE QUAD 5070 188062.54 500817.50 914.07 0" CURB HEIGHT
SE QUAD 5071 188063.48 500841.82 25' RAD PT
SIGNAL CONTROL POINTS
LOCATION POINT
NO.
42ND AVE N. AND WINNETKA AVE N.
NORTHING EASTING
DISTANCE TO
FRONT OF
LANDING
DISTANCE
TO BACK
OF LANDING DESCRIPTION
FT FT
NW QUAD PB6-2 188175.63 500737.67 4.5 0.75 PUSH BUTTON
NW QUAD PB4-1 188166.65 500729.72 4.8 1.3 PUSH BUTTON
NE QUAD PB6-1 188174.16 500826.41 5.4 6.5 PUSH BUTTON
NE QUAD PB82 188169.76 500837.39 5.8 2.4 PUSH BUTTON
SE QUAD PB2-2 188063.13 500825.24 4.7 0.75 PUSH BUTTON
SE QUAD PB8-1 188079.34 500835.60 4.5 1.1 PUSH BUTTON
SW QUAD PB4-2 188068.93 500729.22 0.75 5.9 PUSH BUTTON
SW QUAD PB2-1 188061.34 500738.24 0.75 7.3 PUSH BUTTON
TRAFFIC SIGNAL NOTES:
APS UPGRADE TO EXISTING TRAFFIC SIGNAL
REMOVE EXISTING PUSH BUTTONS. APPLY COVER AND MAKE WATER TIGHT
THE OPENING FOR UNUSED PUSH BUTTON ON SIGNAL POLE TO THE
SATISFACTION OF THE ENGINEER.
FURNISH AND INSTALL 1" NMC FROM EXISTING SIGNAL POLE TO PROPOSED
APS PB STATION.
FURNISH AND INSTALL NEW APS PUSH BUTTONS AND PUSH BUTTON STATIONS
WHERE SHOWN ON PLAN. SEE SHEET 121 FOR APS PB STATION DETAIL.
REMOVE MEDIAN HANDHOLES. FURNISH AND INSTALL COUPLERS TO PROTECT
AND SEAL EXISTING SIGNAL CABLES.
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/24/2023 - 7:17amDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C621.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSXT, 193805693-XSNOTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
0 10 20
N
ADA PLAN
42ND AVENUE N. (CSAH 9) & WINNETKA AVENUE N.
80
PBR
MAF
MAF
JDP
JDP
193805693 138
SSBOONE AVE N.
VALLEY WOOD.S6"
6"
UE
ROW
8
5072
5073 5074
909.79LEGEND
CURB HEIGHT
DRAINAGE FLOW ARROW
X"
F
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE
BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN
THE DIRECTION SHOWN AND CROSS SLOPE SHALL
NOT EXCEED 2.0%
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE
GREATER THAN 2.0% AND LESS THAN 5.0% IN
THE DIRECTION SHOWN AND CROSS SLOPE SHALL
NOT EXCEED 2.0%
PEDESTRIAN ACCESS RAMP (ADA)
TRUNCATED DOMES
(SEE STANDARD PLATE 7038)
CONTROL POINT (AT BACK OF CURB)CP #
ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURB LINE. SEE
STANDARD PLAN 5-297.250 SHEET 25 FOR CURB LINE REINFORCEMENT DETAIL.
S
LANDING AREA - 4' X 4' MIN. DIMENSIONS
AND MAX 2.0% SLOPE IN ALL DIRECTIONS
TRANSITION PANEL TO MATCH EXISTING SIDEWALKT
CONSTRUCT PEDESTRIAN CURB RAMPS PER MNDOT STANDARD PLANS
5-297.250, SEE SHEETS 20 - 25.
1 PERPENDICULAR
2 TIERED PERPENDICULAR
3 PARALLEL
4 FAN
5 MODIFIED FAN
6 DEPRESSED CORNER
7 COMBINED DIRECTIONAL
8 ONE-WAY DIRECTIONAL
GENERAL NOTES:
SAWCUT AT REMOVAL LIMIT OF NEAREST JOINT.
CONSTRUCTION PLAN AND PROFILE SHEETS FOR LIP OF CURB PROFILES,
SHEETS 58 - 67.
SEE SHEET 15 FOR CONCRETE WALK TYPICAL SECTION.
CONTRACTOR SHALL VERIFY RADIUS AND ARC LENGTHS NEEDED AT RADIAL
DOME CORNERS PRIOR TO ORDERING AND INSTALLING DOMES.
RIGHT OF WAY LINES ARE NOT FROM A SURVEY AND ARE FOR REFERENCE
INFORMATION ONLY.
PERMISSION FOR WORK SHOWN OUTSIDE OF THE RIGHT OF WAY IS TO BE
OBTAINED VIA RIGHT OF ENTRY BY THE ENGINEER.
PED RAMP COORDINATES
LOCATION POINT
NO.
BOONE AVE N.
NORTHING EASTING ELEVATION DESCRIPTION
NW QUAD 5072 187951.14 498138.59 909.75 0" CURB HEIGHT
NW QUAD 5073 187949.93 498130.59 909.79 0" CURB HEIGHT
NW QUAD 5074 187963.09 498132.69 14' RAD PT
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/24/2023 - 7:17amDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C621.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSXT, 193805693-XSNOTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
0 10 20N
ADA PLAN
BOONE AVENUE N. & VALLEY WOOD DRIVEWAY
81
PBR
MAF
MAF
JDP
JDP
193805693 138
GGGGGGGGGGGG G G G G G
GGGGGG
G G
C-C
C-CC-CC-CFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOCTV-DCTV-DCTV-DCTV-BCTV-BCTV-BCTV-B
C-B C-B C-B C-B C-B C-B C-B
CTV-BC
H
H
llllllll>>>>llllllllCONl
l D l D l D l D l D
l D l D
AB-WM AB-WM>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S
S
SS
SS
SS
SS SS
>>>>>S
S
>>
>>
>>
>>
>>>>>>>>
>>>>>>>>
S
>>>>>>>E-DE-DE-D E-DE-DE-D
U
U
E-DE-D
E-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-D
E-D
E-DE-DE-DE-DE-DCTV-DCTV-DCTV-DCTV-DCTV-DCTV-DCTV-DCTV-DCTV-DCTV-DCTV-D
CTV-D
CTV-D
CTV-D
E-DE-DC-DC-DC-DFO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-DFO-DFO-D
C-DC-D
CTV-D CTV-D CTV-D CTV-D CTV-D CTV-D CTV-D CTV-D CTV-D CTV-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
>>
FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B
FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B
FO-B FO-B FO-B FO-B FO-B
FO-BFO-BFO-B FO-B
0+00
1+00
2+00 3+00 4+00 5+00
0+001+001+00-0+250+001
+
0
0 1+91506 507 508 509 510 511GETTYSBURG AVE N.FLAG AVE N.ENSIGN AVE N.42ND AVE N. (CSAH 9)
ROW
ROW
42ND AVE N
lllllllllll l
ll l l l
lllll4200
FLAG AVE N4201
FLAG AVE N
4240 GETTYSBURG AVE N
HOLY TRINITY LUTHERAN
CHURCH
9109 9009 9001 4164
ENSIGN AVE N
900
910
920
930
940
931.33931.30+00 932.13932.11+00 2+00 3+00 4+00 5+00931.330+00 932.131+00 933.1933.02+00 932.9932.33+00 931.4930.54+00 929.6928.55+00 927.5931.330+00 932.131+00 2+00 3+00 4+00 5+00
APPROX.
LOC. OF TEE
9" PVC
SAN. SEWER
CROSSING
12" RCP
STORM SEWER
CROSSING
APPROX.
LOC. OF TEE
OPEN CUT
CLEARANCE OF 18"
W/ INSULATION
OPEN CUT
PIPE BURST EXISTING 8" CIP
ALT.1: 8" FUSIBLE PVC
ALT.2: 10" HDPEMIN. 7.5'COVERPIPE BURST EXISTING 8" CIP
ALT.1: 8" FUSIBLE PVC
ALT.2: 10" HDPE
8" X 6" TEE
900
910
920
930
940
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:51pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C401.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSNU, 193805693-XSWT, 193805693-XSPL, 193805693-XSXT, 193805693-XSNOTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
N
WATERMAIN PLAN AND PROFILE
42ND AVENUE N. (CSAH 9)
82
PBR
MAF
MAF
JDP
JDP
193805693 138MATCHLINE511+00EXISTING GRADE ABOVE PIPE
8" GV & BOX
8" X 6" TEE8" X 6" TEE
8" X 6" TEE
8" GV & BOX
35 LF - 6" PVC
CONNECT TO EXISTING
PIPE BURST EX. 8" CIP WM (TYP.)
ALT. 1: 8" FUSIBLE PVC
ALT. 2: 10" HDPE
6" PVC (2017)
33 LF 6" PVC
CONNECTING TO EXISTING WM
6" PVC (2017)
25 500
Vertical Scale In Feet
25 500
Hortizontal Scale In Feet
NOTE: EXISTING PRIVATE UTILITIES NOT
SHOWN IN PROFILE. EXACT LOCATIONS
SHOULD BE FIELD VERIFIED DUE TO
RECENT FIELD ADJUSTMENTS AND
RELOCATIONS
OPEN CUT CONNECTION BEHIND CURB
99 LF - 6" PVC WM
6" GV & BOX
CONNECT TO EXISTING 6" DIP WM
79 LF - 6" PVC
WM ADDED 40 LF
TO BE PLACED
INSIDE EXISTING
CARRIER PIPE
NOTES:
1.POTHOLE EXISTING UTILITIES AT WATER
MAIN CROSSINGS AS NECESSARY TO
AVOID CONFLICTS.
2.VERIFY EXISTING WATERMAIN LOCATION
AND ELEVATION AT CONNECTION
LOCATIONS PRIOR TO WATER MAIN
INSTALLATION (INCIDENTAL).
3.WATERMAIN IN THE OPEN TRENCH AREAS
TO BE PVC C900 AND INSTALLED WITH A
MINIMUM OF 7.5' OF COVER (OVER DEPTH
IS CONSIDERED INCIDENTAL) AND MUST
MAINTAIN MINIMUM 10' HORIZONTAL
SEPARATION WITH ALL SEWER AND 18"
VERTICAL SEPARATION AT ALL SANITARY
AND STORM CROSSINGS. COORDINATE
ANY DEVIATIONS WITH ENGINEER.
4.TRENCHLESS WATERMAIN TO BE 8"
FUSIBLE PVC C900, DR18 (ALT. 1) OR 10"
HDPE DR11 (ALT. 2).
5.PROTECT ALL EXISTING UTILITIES.
6.TRAFFIC CONTROL SHALL CONFORM TO
MN/MUTCD AND HENNEPIN COUNTY
PERMIT REQUIREMENTS.
7.CONTRACTOR SHALL ANTICIPATE
BITUMINOUS PATCH SECTION TO BE 12"
CLASS 5 AGGREGATE AND 7" BITUMINOUS,
SEE TYPICAL SECTION ON SHEET C8.02.
ENGINEER MAY ADJUST SECTION IN THE
FIELD BASED ON EXISTING STREET
SECTION.
8.ALL COPPER SERVICES SHALL BE
RECONNECTED TO NEW WATERMAIN
WITH A NEW SADDLE WRAPPED IN POLY,
CORPORATION STOP AND CONNECT TO
EXISTING COPPER AFTER A NEW
GOOSENECK. SUPPORT FOR
CORPORATION AND GOOSENECK SHALL
CONSIST OF A MINIMUM OF 0.5 CY OF
GRANULAR BORROW EQUAL TO MN/DOT
3149.2B1 AND THOROUGHLY COMPACTED.
9.ANY WATERMAIN OFFSETS SHALL BE PAID
BY MATERIALS USED AS ALREADY
PROVIDED IN THE BID ITEMS: PIPE,
DUCTILE IRON FITTINGS AND INSULATION
MATERIAL ACTUALLY USED.
10.HYDROSTATIC TESTING WILL BE
UTILIZING EXISTING GATE VALVES,
INSTALLED IN 2008 ON CROSS STREETS.
11.ALL WATER LOCATE WIRING SHALL BE
TESTED AND VERIFIED PRIOR TO FINAL
PAYMENT.
GGGGGGGGGGGG G G G G G
GGGGGG
G G
C-C
C-CC-CC-CFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOCTV-DCTV-DCTV-DCTV-BCTV-BCTV-BCTV-B
C-B C-B C-B C-B C-B C-B C-B
CTV-BC
H
H
llllllll>>>>llllllllCONl
l D l D l D l D l D
l D l D
AB-WM AB-WM>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S
S
SS
SS
SS
SS SS
>>>>>S
S
>>
>>
>>
>>
>>>>>>>>
>>>>>>>>
S
>>>>>>>E-DE-DE-D E-DE-DE-D
U
U
E-DE-D
E-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-D
E-D
E-DE-DE-DE-DE-DCTV-DCTV-DCTV-DCTV-DCTV-DCTV-DCTV-DCTV-DCTV-DCTV-DCTV-D
CTV-D
CTV-D
CTV-D
E-DE-DC-DC-DC-DFO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-DFO-DFO-D
C-DC-D
CTV-D CTV-D CTV-D CTV-D CTV-D CTV-D CTV-D CTV-D CTV-D CTV-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
>>
FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B
FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B
FO-B FO-B FO-B FO-B FO-B
FO-BFO-BFO-B FO-B
0+00
1+00
2+00 3+00 4+00 5+00
0+001+001+00-0+250+001
+
0
0 1+91506 507 508 509 510 511GETTYSBURG AVE N.FLAG AVE N.ENSIGN AVE N.42ND AVE N. (CSAH 9)
ROW
ROW
42ND AVE N
lllllllllll l
ll l l l
lllll4200
FLAG AVE N4201
FLAG AVE N
4240 GETTYSBURG AVE N
HOLY TRINITY LUTHERAN
CHURCH
9109 9009 9001 4164
ENSIGN AVE N
910
920
930
940
910
920
930
940
928.60+00UPDATE 929.01+00UPDATE1+00UPDATE12" RCP STORM
SEWER CROSSING
OPEN CUT
50 LF - 8"PVC
INSTALL INSIDE
EXISTING CASING
FO CROSSINGGAS CROSSINGEX. GROUND OVER PIPE
FO CROSSINGFO CROSSINGAPPROX.
LOC. OF TEE
EX. 6" CIP WM
910
920
930
940
910
920
930
940
EX. 12" RCP
STORM SEWER
CROSSING
EX. 15" RCP
STORM SEWER
CROSSING
EX. 12" RCP
STORM SEWER
CROSSING (TO BE
REMOVED BY OTHERS)
APPROX. LOC.
OF 8" X 6"
TEE
OPEN CUTMIN. 7.5'COVER25 LF - 6" PVC, C900 WM
CONNECT TO EX. 6" PVC
WM
EX. GROUND OVER PIPE
-0+50 931.70931.70+00 932.21932.2932.87932.91+00 932.66932.72+00FO CROSSINGFO CROSSINGGAS CROSSINGFO CROSSING9" PVC
SAN. SEWER
CROSSING
CLEARANCE OF 18"
WITH INSULATION
INSULATE
ABOVE PIPE
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:51pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C401.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSNU, 193805693-XSWT, 193805693-XSPL, 193805693-XSXT, 193805693-XSNOTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
N
WATERMAIN PLAN AND PROFILE
GETTYSBURG AVE
83
PBR
MAF
MAF
JDP
JDP
193805693 138MATCHLINE511+0025 500
Vertical Scale In Feet
25 500
Hortizontal Scale In Feet
NOTE: EXISTING PRIVATE UTILITIES NOT
SHOWN IN PROFILE. EXACT LOCATIONS
SHOULD BE FIELD VERIFIED DUE TO
RECENT FIELD ADJUSTMENTS AND
RELOCATIONS
6"- 45° BEND
6" GV & BOX
CONNECT TO EX. 6" DIP WM
OFFSET WATERMAIN FOR 10'
SEPERATION FROM EX. STORM MH
6" - 45° BEND (3)
CONNECT TO EX. 6" PVC
OPEN TRENCH METHOD
168 LF 6" PVC
PROTECT EX STORM SEWER (TYP.)
EX. 6" GV AND 6"
PVC INSTALLED
IN 2017
BULKHEAD AND ABANDON IN
PLACE 95 LF OF EX. 6" CIP WM
ABANDON EX. 6" GV (2)
BULKHEAD AND
ABANDON EX. WM STUB
BURIED POWER AND
CABLE CROSSINGWARNING
BURIED 8" STEEL (1966) HIGH
PRESSURE NATURAL GAS
CROSSING
WARNING
GETTYSBURG AVE CROSSING
8" X 6" TEE
8" GV & BOX
BEGIN 8" CIP PIPE BURST TO EAST
FLAG AVE CROSSING
BURIED 8" STEEL (1966) HIGH
PRESSURE NATURAL GAS
CROSSING
WARNING
8" X 6" TEE
8" GV & BOX
8" X 6" TEE
8" X 6" TEE
NOTES:
1.POTHOLE EXISTING UTILITIES AT WATER MAIN CROSSINGS AS
NECESSARY TO AVOID CONFLICTS.
2.VERIFY EXISTING WATERMAIN LOCATION AND ELEVATION AT
CONNECTION LOCATIONS PRIOR TO WATER MAIN INSTALLATION
(INCIDENTAL).
3.WATERMAIN IN THE OPEN TRENCH AREAS TO BE PVC C900 AND
INSTALLED WITH A MINIMUM OF 7.5' OF COVER (OVER DEPTH IS
CONSIDERED INCIDENTAL) AND MUST MAINTAIN MINIMUM 10'
HORIZONTAL SEPARATION WITH ALL SEWER AND 18" VERTICAL
SEPARATION AT ALL SANITARY AND STORM CROSSINGS.
COORDINATE ANY DEVIATIONS WITH ENGINEER.
4.TRENCHLESS WATERMAIN TO BE 8" FUSIBLE PVC C900, DR18 (ALT.
1) OR 10" HDPE DR11 (ALT. 2).
5.PROTECT ALL EXISTING UTILITIES.
6.TRAFFIC CONTROL SHALL CONFORM TO MN/MUTCD AND HENNEPIN
COUNTY PERMIT REQUIREMENTS.
7.CONTRACTOR SHALL ANTICIPATE BITUMINOUS PATCH SECTION TO
BE 12" CLASS 5 AGGREGATE AND 7" BITUMINOUS, SEE TYPICAL
SECTION ON SHEET C8.02. ENGINEER MAY ADJUST SECTION IN
THE FIELD BASED ON EXISTING STREET SECTION.
8.ALL COPPER SERVICES SHALL BE RECONNECTED TO NEW
WATERMAIN WITH A NEW SADDLE WRAPPED IN POLY,
CORPORATION STOP AND CONNECT TO EXISTING COPPER AFTER A
NEW GOOSENECK. SUPPORT FOR CORPORATION AND GOOSENECK
SHALL CONSIST OF A MINIMUM OF 0.5 CY OF GRANULAR BORROW
EQUAL TO MN/DOT 3149.2B1 AND THOROUGHLY COMPACTED.
9.ANY WATERMAIN OFFSETS SHALL BE PAID BY MATERIALS USED AS
ALREADY PROVIDED IN THE BID ITEMS: PIPE, DUCTILE IRON
FITTINGS AND INSULATION MATERIAL ACTUALLY USED.
10.HYDROSTATIC TESTING WILL BE UTILIZING EXISTING GATE
VALVES, INSTALLED IN 2008 ON CROSS STREETS.
11.ALL WATER LOCATE WIRING SHALL BE TESTED AND VERIFIED
PRIOR TO FINAL PAYMENT.
GGGGGGGGGGG G G
G-DFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCCCUUlllllllllll l l l l l l l l
lllllllllllllllllHlDlDlDDlDlDllll>>>>>>>>>>>>>>SSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>C-CC-CC-CC-CC-CC-CC-CC-CC-CC-CC-CC-CC-CC-CE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DUFO-DFO-DFO-DFO-DFO-DFO-DFO-DFO-DFO-DFO-DFO-DFO-DFO-DFO-DFO-DFO-DFO-DFO-DFO-DFO-DFO-DFO-DFO-DFO-DFO-DCTV-DCTV-DCTV-DCTV-DCTV-DCTV-DCTV-DCTV-DCTV-DCTV-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG G G G G G
GGGGGGGGGGGGGGGGGGG-DG-DG-DFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-B6+007+008+009+0010+0011+0051151251351451551651742ND AVE N. (CSAH 9)ROWUEROW42ND AVE Nlllllllllllll86408810883089108805-8963SANDPIPER COVE42006+007+008+009+0010+0011+00926.66+00925.8925.27+00925.8
924.08+00923.3
922.69+00921.9
921.310+00920.6
920.011+00919.56+007+008+009+0010+0011+00APPROX. LOC.OF SERVICEAPPROX.LOC. OF TEEAPPROX. LOC.OF SERVICEAPPROX. LOC.OF SERVICEAPPROX. LOC.OF SERVICEPIPE BURST EXISTING 8" CIPALT.1: 8" FUSIBLE PVCALT.2: 10" HDPEOPEN CUTPIPE BURST EXISTING 8" CIPALT.1: 8" FUSIBLE PVCALT.2: 10" HDPEOPEN CUTOPEN CUTMIN. 7.5'COVER
PIPE BURST EXISTING 8" CIPALT.1: 8" FUSIBLE PVCALT.2: 10" HDPESTORM CATCH BASIN:RIM: 920.55Invert: 914.50 12"N900910920930940900910920930940931.33931.33931.33
SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 02/14/2023 - 1:51pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C401.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSNU, 193805693-XSWT, 193805693-XSPL, 193805693-XSXT, 193805693-XSNO THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comNEW HOPE, MN42ND AVE (CSAH 9) IMPROVEMENTSGETTYSBURG AVENUE TO WINNETKA AVENUEWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.PRINT NAME:SIGNATURE:DATE:LIC. NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTSAP 182-020-028, SAP 182-101-020NWATERMAIN PLAN AND PROFILE 42ND AVENUE N. (CSAH 9)84PBRMAFMAFJDPJDP193805693138MATCHLINE511+00MATCHLINE 517+00EXISTING GRADE ABOVE PIPE8" X 6" TEE6" GV & BOXCONNECT TO EX. 6" WMCONTRACTOR TO FIELDVERIFY EXISTING WMMATERIALCONNECT TO EX. 1"COPPER INCL.SADDLE ANDCORPORATION STOP(TYP.)PIPE BURST EX. 8" CIP WM (TYP.)ALT. 1: 8" FUSIBLE PVCALT. 2: 10" HDPE25500Hortizontal Scale In Feet25500Vertical Scale In FeetNOTE: EXISTING PRIVATE UTILITIES NOTSHOWN IN PROFILE. EXACT LOCATIONSSHOULD BE FIELD VERIFIED DUE TORECENT FIELD ADJUSTMENTS ANDRELOCATIONSNOTES:1.POTHOLE EXISTINGUTILITIES AT WATER MAINCROSSINGS AS NECESSARYTO AVOID CONFLICTS.2.VERIFY EXISTINGWATERMAIN LOCATION ANDELEVATION AT CONNECTIONLOCATIONS PRIOR TOWATER MAIN INSTALLATION(INCIDENTAL).3.WATERMAIN IN THE OPENTRENCH AREAS TO BE PVCC900 AND INSTALLED WITHA MINIMUM OF 7.5' OFCOVER (OVER DEPTH ISCONSIDERED INCIDENTAL)AND MUST MAINTAINMINIMUM 10' HORIZONTALSEPARATION WITH ALLSEWER AND 18" VERTICALSEPARATION AT ALLSANITARY AND STORMCROSSINGS. COORDINATEANY DEVIATIONS WITHENGINEER.4.TRENCHLESS WATERMAINTO BE 8" FUSIBLE PVC C900,DR18 (ALT. 1) OR 10" HDPEDR11 (ALT. 2).5.PROTECT ALL EXISTINGUTILITIES.6.TRAFFIC CONTROL SHALLCONFORM TO MN/MUTCDAND HENNEPIN COUNTYPERMIT REQUIREMENTS.7.CONTRACTOR SHALLANTICIPATE BITUMINOUSPATCH SECTION TO BE 12"CLASS 5 AGGREGATE AND 7"BITUMINOUS, SEE TYPICALSECTION ON SHEET C8.02.ENGINEER MAY ADJUSTSECTION IN THE FIELDBASED ON EXISTING STREETSECTION.8.ALL COPPER SERVICESSHALL BE RECONNECTED TONEW WATERMAIN WITH ANEW SADDLE WRAPPED INPOLY, CORPORATION STOPAND CONNECT TO EXISTINGCOPPER AFTER A NEWGOOSENECK. SUPPORT FORCORPORATION ANDGOOSENECK SHALL CONSISTOF A MINIMUM OF 0.5 CY OFGRANULAR BORROW EQUALTO MN/DOT 3149.2B1 ANDTHOROUGHLY COMPACTED.9.ANY WATERMAIN OFFSETSSHALL BE PAID BYMATERIALS USED ASALREADY PROVIDED IN THEBID ITEMS: PIPE, DUCTILEIRON FITTINGS ANDINSULATION MATERIALACTUALLY USED.10.HYDROSTATIC TESTINGWILL BE UTILIZINGEXISTING GATE VALVES,INSTALLED IN 2008 ONCROSS STREETS.11.ALL WATER LOCATE WIRINGSHALL BE TESTED ANDVERIFIED PRIOR TO FINALPAYMENT.
H
GGGGFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO FO
CTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-B
E
EEEEEE EE E E E E E E E E E E E
E E E E E E EEC-BC-BC-BC-BC-B C-B C-B C-B C-B C-B
C
H
G-VENT
U
lllllllllllllll
l D l D
>>>>>>>>>>>>>>
>>>>
>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S S S
S
SS
>>>>>>>>>>>>>>>>>>>>>SS >>>>>
>>>>>>>>
SS >>E-CE-CE-CE-CE-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C
E-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-C
E-CE-CE-CE-CE-CE-CE-CE
-
C
E
-C
E
-
C
E
-
C
E-C
E-CE-CE-CE-CE-CE-CC-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C
H
H
H
HE-CE-CE-CFO
FOFOFOFOFOFOFOFO C-CC-CC-CC-CC-CC-CC-CC-CC-CC-CE-BE-BE-BE-BE-B
FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D
C
G G G G G G G G G GGG G G GGGG G G G G G G G G G G G G G G GGGGGG GGGGG
GGGGGGGGGG-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-DG-DG-DFOFOFOH
l D l D l D l D
TRAN
TRAN
H
FO-BFO-B
FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B
FO-B FO-B
FO-BFO-BFO-B FO-B
FO-B
FO-B FO-B FO-B FO-B
FO-BFO-BFO-BFO-BFO-BFO-BH
12+00
13+00 13+44
0+00 1+00
2+00
3+00 4+00
0+001+001+46BP: 0+00.00
EP: 1+46.26
517
518 519 520 521 522 523
BOONE AVE N.AQUILA AVE N.42ND AVE N. (CSAH 9)
ROW
UE
ROW
42ND AVE N
GETHSEMANE CEMETERY
l l l
l l l
l l l ll
llll4200
4201
8610
4200
4151
VALLEYWOOD
APARTMENTS BENCHBENCH900
910
920
930
900
910
920
930
919.30+00UPDATE 919.6920.51+00UPDATE 920.71+40UPDATEAPPROX.
LOC. OF TEE
OPEN CUT
APPROX.
LOC. OF TEE
24 LF - 12" PVC
INSTALL INSIDE
EXISTING CASING
12" RCP STORM
SEWER CROSSING FO CROSSINGGAS CROSSINGEX. GROUND OVER PIPE
9" PVC
SAN. SEWER
CROSSING
18" CLEARANCE
WITH INSULATION
EX. 12" CIP WM
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:51pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C401.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSNU, 193805693-XSWT, 193805693-XSPL, 193805693-XSXT, 193805693-XSNOTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
N
WATERMAIN PLAN AND PROFILE
BOONE AVENUE N.
85
PBR
MAF
MAF
JDP
JDP
193805693 138
12" GV & BOX
CONNECT TO EX. 12"
CIP WM
12" X 8" TEE
8" GV & BOX
8" X 12" TEE
12" GV & BOX
CONNECTING TO EX.
12" CIP WM
OPEN CUT 94 LF 12" CIP WM
25 500
Hortizontal Scale In Feet
25 500
Vertical Scale In Feet
NOTE: EXISTING PRIVATE UTILITIES NOT
SHOWN IN PROFILE. EXACT LOCATIONS
SHOULD BE FIELD VERIFIED DUE TO
RECENT FIELD ADJUSTMENTS AND
RELOCATIONS
INSTALL WITHIN
EXISTING CARRIER PIPE
BOONE AVE N CROSSING
NOTES:
1.POTHOLE EXISTING UTILITIES AT WATER MAIN CROSSINGS AS
NECESSARY TO AVOID CONFLICTS.
2.VERIFY EXISTING WATERMAIN LOCATION AND ELEVATION AT
CONNECTION LOCATIONS PRIOR TO WATER MAIN INSTALLATION
(INCIDENTAL).
3.WATERMAIN IN THE OPEN TRENCH AREAS TO BE PVC C900 AND
INSTALLED WITH A MINIMUM OF 7.5' OF COVER (OVER DEPTH IS
CONSIDERED INCIDENTAL) AND MUST MAINTAIN MINIMUM 10'
HORIZONTAL SEPARATION WITH ALL SEWER AND 18" VERTICAL
SEPARATION AT ALL SANITARY AND STORM CROSSINGS. COORDINATE
ANY DEVIATIONS WITH ENGINEER.
4.TRENCHLESS WATERMAIN TO BE 8" FUSIBLE PVC C900, DR18 (ALT. 1) OR
10" HDPE DR11 (ALT. 2).
5.PROTECT ALL EXISTING UTILITIES.
6.TRAFFIC CONTROL SHALL CONFORM TO MN/MUTCD AND HENNEPIN
COUNTY PERMIT REQUIREMENTS.
7.CONTRACTOR SHALL ANTICIPATE BITUMINOUS PATCH SECTION TO BE
12" CLASS 5 AGGREGATE AND 7" BITUMINOUS, SEE TYPICAL SECTION ON
SHEET C8.02. ENGINEER MAY ADJUST SECTION IN THE FIELD BASED ON
EXISTING STREET SECTION.
8.ALL COPPER SERVICES SHALL BE RECONNECTED TO NEW WATERMAIN
WITH A NEW SADDLE WRAPPED IN POLY, CORPORATION STOP AND
CONNECT TO EXISTING COPPER AFTER A NEW GOOSENECK. SUPPORT
FOR CORPORATION AND GOOSENECK SHALL CONSIST OF A MINIMUM OF
0.5 CY OF GRANULAR BORROW EQUAL TO MN/DOT 3149.2B1 AND
THOROUGHLY COMPACTED.
9.ANY WATERMAIN OFFSETS SHALL BE PAID BY MATERIALS USED AS
ALREADY PROVIDED IN THE BID ITEMS: PIPE, DUCTILE IRON FITTINGS
AND INSULATION MATERIAL ACTUALLY USED.
10.HYDROSTATIC TESTING WILL BE UTILIZING EXISTING GATE VALVES,
INSTALLED IN 2008 ON CROSS STREETS.
11.ALL WATER LOCATE WIRING SHALL BE TESTED AND VERIFIED PRIOR TO
FINAL PAYMENT.
H
GGGGFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO FO
CTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-B
E
EEEEEE EE E E E E E E E E E E E
E E E E E E EEC-BC-BC-BC-BC-B C-B C-B C-B C-B C-B
C
H
G-VENT
U
lllllllllllllll
l D l D
>>>>>>>>>>>>>>
>>>>
>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S S S
S
SS
>>>>>>>>>>>>>>>>>>>>>SS >>>>>
>>>>>>>>
SS >>E-CE-CE-CE-CE-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C
E-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-CE-C
E-CE-CE-CE-CE-CE-CE-CE
-
C
E
-C
E
-
C
E
-
C
E-C
E-CE-CE-CE-CE-CE-CC-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C
H
H
H
HE-CE-CE-CFO
FOFOFOFOFOFOFOFO C-CC-CC-CC-CC-CC-CC-CC-CC-CC-CE-BE-BE-BE-BE-B
FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D FO-D
C
G G G G G G G G G GGG G G GGGG G G G G G G G G G G G G G G GGGGGG GGGGG
GGGGGGGGGG-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-DG-DG-DFOFOFOH
l D l D l D l D
TRAN
TRAN
H
FO-BFO-B
FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B
FO-B FO-B
FO-BFO-BFO-B FO-B
FO-B
FO-B FO-B FO-B FO-B
FO-BFO-BFO-BFO-BFO-BFO-BH
12+00
13+00 13+44
0+00 1+00
2+00
3+00 4+00
0+001+001+46BP: 0+00.00
EP: 1+46.26
517
518 519 520 521 522 523
BOONE AVE N.AQUILA AVE N.42ND AVE N. (CSAH 9)
ROW
UE
ROW
42ND AVE N
GETHSEMANE CEMETERY
l l l
l l l
l l l ll
llll4200
4201
8610
4200
4151
VALLEYWOOD
APARTMENTS BENCHBENCH900
910
920
930
920.420+00 920.891+00 2+00 3+00 4+00920.420+00 920.89921.41+00 922.2923.12+00 924.0925.03+00 926.1927.04+00920.42920.40+00 920.89920.91+00 2+00 3+00 4+00
12" RCP
STORM SEWER
CROSSING
ELECTRIC
OPEN CUT
OPEN CUT
MIN. 7.5'COVERSTORM MANHOLE:
RIM: 924.93
Invert:
STORM CATCH BASIN:
RIM: 925.94
Invert:
PIPE BURST EXISTING 8" CIP
ALT.1: 8" FUSIBLE PVC
ALT.2: 10" HDPE
900
910
920
930
900
910
920
930
900
910
920
930
919.512+00 13+00 13+44919.412+00 918.9918.713+00 919.013+44
8" PVC
SAN. SEWER
CROSSING
SIGNAL
CONDUIT
OPEN CUTMIN. 7.5'COVERPIPE BURST EXISTING 8" CIP PIPE BURST EXISTING 8" CIP
ALT.1: 8" FUSIBLE PVC
ALT.2: 10" HDPE
STORM MANHOLE:
RIM: 919.10
Invert:
STORM CATCH BASIN:
RIM: 918.21
Invert:
STORM CATCH MANHOLE:
RIM: 918.21
Invert:
CLEARANCE OF 18"
W/ INSULATION
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:52pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C401.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSNU, 193805693-XSWT, 193805693-XSPL, 193805693-XSXT, 193805693-XSNOTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
N
WATERMAIN PLAN AND PROFILE
42ND AVENUE N. (CSAH 9)
86
PBR
MAF
MAF
JDP
JDP
193805693 138MATCHLINE517+00MATCHLINE523+00EXISTING GRADE ABOVE PIPE
26 LF - 6" PVC
6" X 6" TEE
6" GV & BOX
HYDRANT
TNH =
8" X 6" TEE
8" GV & BOX
6" GV & BOX
CONNECT TO EX. 6"
CIP WM
PIPE BURST EX. 8" CIP WM (TYP.)
ALT. 1: 8" FUSIBLE PVC
ALT. 2: 10" HDPE
PIPE BURST EX. 8" CIP WM (TYP.)
ALT. 1: 8" FUSIBLE PVC
ALT. 2: 10" HDPE
25 500
Hortizontal Scale In Feet
25 500
Vertical Scale In Feet
NOTE: EXISTING PRIVATE UTILITIES NOT
SHOWN IN PROFILE. EXACT LOCATIONS
SHOULD BE FIELD VERIFIED DUE TO
RECENT FIELD ADJUSTMENTS AND
RELOCATIONS
24 LF - 6: PVC WM
EXISTING GRADE ABOVE PIPE
WEST OF BOONE AVE N EAST OF BOONE AVE N
12" X 6" TEE
NOTES:
1.POTHOLE EXISTING UTILITIES AT
WATER MAIN CROSSINGS AS
NECESSARY TO AVOID CONFLICTS.
2.VERIFY EXISTING WATERMAIN
LOCATION AND ELEVATION AT
CONNECTION LOCATIONS PRIOR TO
WATER MAIN INSTALLATION
(INCIDENTAL).
3.WATERMAIN IN THE OPEN TRENCH
AREAS TO BE PVC C900 AND
INSTALLED WITH A MINIMUM OF 7.5'
OF COVER (OVER DEPTH IS
CONSIDERED INCIDENTAL) AND MUST
MAINTAIN MINIMUM 10' HORIZONTAL
SEPARATION WITH ALL SEWER AND
18" VERTICAL SEPARATION AT ALL
SANITARY AND STORM CROSSINGS.
COORDINATE ANY DEVIATIONS WITH
ENGINEER.
4.TRENCHLESS WATERMAIN TO BE 8"
FUSIBLE PVC C900, DR18 (ALT. 1) OR
10" HDPE DR11 (ALT. 2).
5.PROTECT ALL EXISTING UTILITIES.
6.TRAFFIC CONTROL SHALL CONFORM
TO MN/MUTCD AND HENNEPIN
COUNTY PERMIT REQUIREMENTS.
7.CONTRACTOR SHALL ANTICIPATE
BITUMINOUS PATCH SECTION TO BE
12" CLASS 5 AGGREGATE AND 7"
BITUMINOUS, SEE TYPICAL SECTION
ON SHEET C8.02. ENGINEER MAY
ADJUST SECTION IN THE FIELD BASED
ON EXISTING STREET SECTION.
8.ALL COPPER SERVICES SHALL BE
RECONNECTED TO NEW WATERMAIN
WITH A NEW SADDLE WRAPPED IN
POLY, CORPORATION STOP AND
CONNECT TO EXISTING COPPER AFTER
A NEW GOOSENECK. SUPPORT FOR
CORPORATION AND GOOSENECK
SHALL CONSIST OF A MINIMUM OF 0.5
CY OF GRANULAR BORROW EQUAL TO
MN/DOT 3149.2B1 AND THOROUGHLY
COMPACTED.
9.ANY WATERMAIN OFFSETS SHALL BE
PAID BY MATERIALS USED AS ALREADY
PROVIDED IN THE BID ITEMS: PIPE,
DUCTILE IRON FITTINGS AND
INSULATION MATERIAL ACTUALLY
USED.
10.HYDROSTATIC TESTING WILL BE
UTILIZING EXISTING GATE VALVES,
INSTALLED IN 2008 ON CROSS
STREETS.
11.ALL WATER LOCATE WIRING SHALL BE
TESTED AND VERIFIED PRIOR TO
FINAL PAYMENT.
G-D G-D G-D
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
E
C
l DlDDlDlDlDllll >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SS
SS>>>>>>>>>llllllllllllllllllllllSS
E-C E-C E-C
E-CE-CE-C
C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C C-C
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-DGGGGGGG
G G GFO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B FO-B
5+00
6+00 7+00 8+00 9+00 10+00
523 524 525 526 527 528 529ZEALAND AVE N.42ND AVE N. (CSAH 9)
ROWUE
ROW
42ND AVE N
GETHSEMANE CEMETERY
l l l l l l l l l ll8420
APARTMENTS ON 42
N
D
AVENUE
4200
APARTMENTS
4201
8500
HERITAGE DENTAL
5+00 6+00 7+00 8+00 9+00 10+00927.6928.05+00 928.1928.26+00 928.0927.57+00 926.8925.98+00 925.1924.19+00 923.3922.410+005+00 6+00 7+00 8+00 9+00 10+00
APPROX.
LOC. OF TEE
APPROX. LOC.
OF SERVICE
APPROX. LOC.
OF SERVICE
8" VSP SAN.
CROSSING
OPEN CUT
OPEN CUT
OPEN CUT
OPEN CUT
PIPE BURST EXISTING 8" CIP
ALT.1: 8" FUSIBLE PVC
ALT.2: 10" HDPE
PIPE BURST EXISTING 8" CIP
ALT.1: 8" FUSIBLE PVC
ALT.2: 10" HDPE
PIPE BURST EXISTING 8" CIP
ALT.1: 8" FUSIBLE PVC
ALT.2: 10" HDPE
PIPE BURST EXISTING 8" CIP
ALT.1: 8" FUSIBLE PVC
ALT.2: 10" HDPE
900
910
920
930
940
900
910
920
930
940
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:52pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C401.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSNU, 193805693-XSWT, 193805693-XSPL, 193805693-XSXT, 193805693-XSNOTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
N
WATERMAIN PLAN AND PROFILE
42ND AVENUE N. (CSAH 9)
87
PBR
MAF
MAF
JDP
JDP
193805693 138MATCHLINE523+00MATCHLINE529+00EXISTING GRADE ABOVE PIPE
8" X 6" TEE
8" GV & BOX
6" GV & BOX
CONNECT TO EX. 6" CIP WM
CONNECT TO EX. 1"
COPPER INCL.
SADDLE AND
CORPORATION STOP
(TYP.)
PIPE BURST EX. 8" CIP WM (TYP.)
ALT. 1: 8" FUSIBLE PVC
ALT. 2: 10" HDPE
25 500
Hortizontal Scale In Feet
25 500
Vertical Scale In Feet
NOTE: EXISTING PRIVATE UTILITIES NOT
SHOWN IN PROFILE. EXACT LOCATIONS
SHOULD BE FIELD VERIFIED DUE TO
RECENT FIELD ADJUSTMENTS AND
RELOCATIONS
NOTES:
1.POTHOLE EXISTING UTILITIES
AT WATER MAIN CROSSINGS
AS NECESSARY TO AVOID
CONFLICTS.
2.VERIFY EXISTING WATERMAIN
LOCATION AND ELEVATION AT
CONNECTION LOCATIONS
PRIOR TO WATER MAIN
INSTALLATION (INCIDENTAL).
3.WATERMAIN IN THE OPEN
TRENCH AREAS TO BE PVC
C900 AND INSTALLED WITH A
MINIMUM OF 7.5' OF COVER
(OVER DEPTH IS CONSIDERED
INCIDENTAL) AND MUST
MAINTAIN MINIMUM 10'
HORIZONTAL SEPARATION
WITH ALL SEWER AND 18"
VERTICAL SEPARATION AT ALL
SANITARY AND STORM
CROSSINGS. COORDINATE ANY
DEVIATIONS WITH ENGINEER.
4.TRENCHLESS WATERMAIN TO
BE 8" FUSIBLE PVC C900, DR18
(ALT. 1) OR 10" HDPE DR11
(ALT. 2).
5.PROTECT ALL EXISTING
UTILITIES.
6.TRAFFIC CONTROL SHALL
CONFORM TO MN/MUTCD AND
HENNEPIN COUNTY PERMIT
REQUIREMENTS.
7.CONTRACTOR SHALL
ANTICIPATE BITUMINOUS
PATCH SECTION TO BE 12"
CLASS 5 AGGREGATE AND 7"
BITUMINOUS, SEE TYPICAL
SECTION ON SHEET C8.02.
ENGINEER MAY ADJUST
SECTION IN THE FIELD BASED
ON EXISTING STREET SECTION.
8.ALL COPPER SERVICES SHALL
BE RECONNECTED TO NEW
WATERMAIN WITH A NEW
SADDLE WRAPPED IN POLY,
CORPORATION STOP AND
CONNECT TO EXISTING
COPPER AFTER A NEW
GOOSENECK. SUPPORT FOR
CORPORATION AND
GOOSENECK SHALL CONSIST
OF A MINIMUM OF 0.5 CY OF
GRANULAR BORROW EQUAL TO
MN/DOT 3149.2B1 AND
THOROUGHLY COMPACTED.
9.ANY WATERMAIN OFFSETS
SHALL BE PAID BY MATERIALS
USED AS ALREADY PROVIDED
IN THE BID ITEMS: PIPE,
DUCTILE IRON FITTINGS AND
INSULATION MATERIAL
ACTUALLY USED.
10.HYDROSTATIC TESTING WILL
BE UTILIZING EXISTING GATE
VALVES, INSTALLED IN 2008 ON
CROSS STREETS.
11.ALL WATER LOCATE WIRING
SHALL BE TESTED AND
VERIFIED PRIOR TO FINAL
PAYMENT.
C-DCTV-DCTV-DG-DG-DG-DG-DG-DG-D G-D
G
-
D
E-DE-DC-D
C-
DC-DC-DH
H
C-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DE-DE-DE-DE-DG-D G-D G-D G-D G-D G-D G-D G-D
FO FO FO FO FO FO FO FO FO FO
FO
EE E
EE
E
C-B C-B
C
U
E E E E
EEEEEEEEE
E E E E
H
F
OFOFOFOFOFOFOFOEEEEEEEEE FO
FOFOF
OFOFOFOFOFO
EEEEEEH
E
E
EEEEE
HHH
H
H H
H
BENCH
TRASHll
lllllllllllll DlDlDlD
>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>S
S
SS
SS CON>>>>H
H
H
CTV-DCTV-DCTV-DFO-C FO-C FO-C FO-C
FO-C
FOFOFOFOFOFOFOFO
G-D
C-D
C-
DC-DC-DCTV
G-D G-D
G
-
D
E-DE-DC
G-DG-DG-DG-DG-DC
T
V
-DCTV-DEEEEE CTV
E
E-
D
E-D
E-DE-DE-DE-DE-DE-DE-D
E-D E-D E-D
FO
FOFOF
OFOFOFOFOFO
lG-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G G G G G G G G G G G G G G G G GGGG G G
GG
GG G G G G G G
F
OFOFOFOFO FO-B
FO-B
FO-B FO-B
FO-B FO-B
FO-B FO-B FO-B FO-B FO-B FO-B
11+00 12+00 13+00
1
3+
6
2
529 530 531 532 533XYLON AVE N.42ND AVE N. (CSAH 9)
UE
ROW
42ND AVE N
GETHSEMANE CEMETERYl l l
HYVEE GAS
8320
WELLS FARGO BANK
ROW
900
910
920
930
940
10+00 11+00 918.812+00 917.9917.413+00 13+5010+00 921.7920.611+00 12+00 13+00 13+5010+00 11+00 12+00 13+00 13+50
4" PVC SAN.
SEWER
CROSSING
APPROX.
LOC. OF TEE
OPEN CUT
APPROX. LOC.
OF SERVICE
OPEN CUT
CLEARANCE OF 18"
W/ INSULATIONMIN. 7.5'COVERAPPROX.
LOC. OF TEE
PIPE BURST EXISTING 8" CIP PIPE BURST EXISTING 8" CIP
ALT.1: 8" FUSIBLE PVC
ALT.2: 10" HDPE
900
910
920
930
940
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:52pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C401.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSNU, 193805693-XSWT, 193805693-XSPL, 193805693-XSXT, 193805693-XSNOTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
N
WATERMAIN PLAN AND PROFILE
42ND AVENUE N. (CSAH 9)
88
PBR
MAF
MAF
JDP
JDP
193805693 138MATCHLINE529+00EXISTING GRADE ABOVE PIPE
6" GV & BOX
6" X 4" REDUCER
CONNECT TO EXISTING 4" DIP WM
8" GV & BOX
8" X 6" TEE
PIPE BURST EX. 8" CIP WM (TYP.)
ALT. 1: 8" FUSIBLE PVC
ALT. 2: 10" HDPE
6" GV, CONNECT TO
EX. 6" CIP WM
25 500
Hortizontal Scale In Feet
25 500
Vertical Scale In Feet
NOTE: EXISTING PRIVATE UTILITIES NOT
SHOWN IN PROFILE. EXACT LOCATIONS
SHOULD BE FIELD VERIFIED DUE TO
RECENT FIELD ADJUSTMENTS AND
RELOCATIONS8" GV & BOX
CONNECT
TO EX. 6" GV
NOTES:
1.POTHOLE EXISTING UTILITIES AT WATER MAIN CROSSINGS AS NECESSARY TO AVOID
CONFLICTS.
2.VERIFY EXISTING WATERMAIN LOCATION AND ELEVATION AT CONNECTION LOCATIONS
PRIOR TO WATER MAIN INSTALLATION (INCIDENTAL).
3.WATERMAIN IN THE OPEN TRENCH AREAS TO BE PVC C900 AND INSTALLED WITH A
MINIMUM OF 7.5' OF COVER (OVER DEPTH IS CONSIDERED INCIDENTAL) AND MUST
MAINTAIN MINIMUM 10' HORIZONTAL SEPARATION WITH ALL SEWER AND 18" VERTICAL
SEPARATION AT ALL SANITARY AND STORM CROSSINGS. COORDINATE ANY DEVIATIONS
WITH ENGINEER.
4.TRENCHLESS WATERMAIN TO BE 8" FUSIBLE PVC C900, DR18 (ALT. 1) OR 10" HDPE DR11
(ALT. 2).
5.PROTECT ALL EXISTING UTILITIES.
6.TRAFFIC CONTROL SHALL CONFORM TO MN/MUTCD AND HENNEPIN COUNTY PERMIT
REQUIREMENTS.
7.CONTRACTOR SHALL ANTICIPATE BITUMINOUS PATCH SECTION TO BE 12" CLASS 5
AGGREGATE AND 7" BITUMINOUS, SEE TYPICAL SECTION ON SHEET C8.02. ENGINEER
MAY ADJUST SECTION IN THE FIELD BASED ON EXISTING STREET SECTION.
8.ALL COPPER SERVICES SHALL BE RECONNECTED TO NEW WATERMAIN WITH A NEW
SADDLE WRAPPED IN POLY, CORPORATION STOP AND CONNECT TO EXISTING COPPER
AFTER A NEW GOOSENECK. SUPPORT FOR CORPORATION AND GOOSENECK SHALL
CONSIST OF A MINIMUM OF 0.5 CY OF GRANULAR BORROW EQUAL TO MN/DOT 3149.2B1
AND THOROUGHLY COMPACTED.
9.ANY WATERMAIN OFFSETS SHALL BE PAID BY MATERIALS USED AS ALREADY PROVIDED IN
THE BID ITEMS: PIPE, DUCTILE IRON FITTINGS AND INSULATION MATERIAL ACTUALLY
USED.
10.HYDROSTATIC TESTING WILL BE UTILIZING EXISTING GATE VALVES, INSTALLED IN 2008
ON CROSS STREETS.
11.ALL WATER LOCATE WIRING SHALL BE TESTED AND VERIFIED PRIOR TO FINAL PAYMENT.
THE REQUIRED SWPPP ELEMENTS MAY BE LOCATED IN MANY PLACES WITHIN THE PLAN SET AS WELL AS IN THE SPECIAL PROVISIONS, MNDOT SPEC BOOK
(2022 EDITION), OR ON FILE WITH THE CITY OF COTTAGE GROVE. THE NOTES AND TABLE BELOW ARE INTENDED TO BE A QUICK REFERENCE FOR THE
CONTRACTOR AND PROJECT ENGINEER TO USE IN THE FIELD. THERE MAY BE ADDITIONAL REQUIRED SWPPP ELEMENTS INCLUDED ON THE PROJECT THAT ARE
NOT LISTED ON THIS SHEET.
TOTAL DISTURBED AREA ACRES
TOTAL EXISTING IMPERVIOUS SURFACE AREA ACRES
TOTAL PROPOSED IMPERVIOUS SURFACE AREA ACRES
TOTAL PROPOSED NET CHANGE IN IMPERVIOUS SURFACE AREA ACRES
THE PROJECT ENGINEER AND CONTRACTOR ARE RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP AND INSTALLATION, INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION
AND SEDIMENT CONTROL BMPS BEFORE, DURING AND AFTER CONSTRUCTION UNTIL THE NOTICE OF TERMINATION HAS BEEN FILED.
MPCA DUTY OFFICER 24 HOUR EMERGENCY NOTIFICATION:
651-649-5451 OR 800-422-0798
THESE SPECIAL AND IMPAIRED WATERS ARE LOCATED WITHIN ONE MILE (AERIAL RADIUS) OF THE PROJECT LIMITS AND RECEIVE RUNOFF FROM THE PROJECT SITE. DUE TO THE
PROXIMITY OF THESE SPECIAL AND IMPAIRED WATERS. THE BMPS DESCRIBED IN APPENDIX A OF THE NPDES PERMIT WILL APPLY TO ALL AREAS OF THE SITE.
PROJECT LOCATION:
THE PROJECT IS LOCATED ON 42ND AVENUE N. (CSAH 9) FROM GETTYSBURG AVENUE N. TO 300' EAST OF WINNETKA AVENUE N.
THE PROJECTS IS WITHIN THE CITY OF NEW HOPE, HENNEPIN COUNTY, MINNESOTA.
THE PLANNED SCOPE OF THE PROJECT INCLUDES:
MILL AND OVERLAY, AGGREGATE BASE, BITUMINOUS PAVEMENT, CONCRETE CURB AND GUTTER, BITUMINOUS TRAIL, CONCRETE
SIDEWALK, WATER MAIN, SIGNING, PAVEMENT MARKINGS, AND LIGHTING.
INSPECT THE ENTIRE CONSTRUCTION SITE A MINIMUM OF ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A
RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. INSPECT ALL TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT, EROSION PREVENTION
AND SEDIMENT CONTROL BMPS UNTIL THE SITE HAS UNDERGONE FINAL STABILIZATION AND THE NOT HAS BEEN SUBMITTED. INSPECT SURFACE WATER
INCLUDING DRAINAGE DITCHES FOR SIGNS OF EROSION AND SEDIMENT DEPOSITION. INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS FOR EVIDENCE
OF TRACKING ONTO PAVED SURFACES. INSPECT SURROUNDING PROPERTIES FOR EVIDENCE OF OFF SITE SEDIMENT ACCUMULATION. INSPECT INFILTRATION
AREAS FOR SIGNS OF SEDIMENT DEPOSITION AND COMPACTION (TO ENSURE THAT EQUIPMENT IS NOT BEING DRIVEN ACROSS THE AREA).
RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES IN WRITING WITHIN 24 HOURS. SUBMIT INSPECTION REPORTS IN A FORMAT THAT IS ACCEPTABLE
TO THE PROJECT ENGINEER. INCLUDE THE FOLLOWING IN THE RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY:
A. DATE AND TIME OF INSPECTIONS
B. NAME OF PERSONS CONDUCTING INSPECTIONS
C. FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS
D. CORRECTIVE ACTIONS TAKEN, INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES
E. DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 0.5 INCH IN 24 HOURS
F. DOCUMENTS AND CHANGES MADE TO THE SWPPP
REPLACE, REPAIR OR SUPPLEMENT ALL NONFUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY FOLLOWING DISCOVERY UNLESS LISTED DIFFERENTLY
BELOW:
A. REPAIR, REPLACE, OR SUPPLEMENT PERIMETER CONTROL DEVICES WHEN IT BECOMES NONFUNCTIONAL OR SEDIMENT
REACHES 1/2 THE HEIGHT OF THE DEVICE. COMPLETE REPAIRS BY THE END OF THE NEXT BUSINESS DAY FOLLOWING
DISCOVERY.
B. REPAIR OR REPLACE INLET PROTECTION DEVICES WHEN THEY BECOME NONFUNCTIONAL OR SEDIMENT REACHES 1/2 THE
HEIGHT AND/OR DEPTH OF THE DEVICE.
C. DRAIN AND REMOVE SEDIMENT FROM TEMPORARY AND PERMANENT SEDIMENT BASINS ONCE THE SEDIMENT HAS REACHED
1/2 THE STORAGE VOLUME. COMPLETE WORK WITHIN 72 HOURS OF DISCOVERY.
D. REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS INCLUDING DRAINAGE WAYS, CATCH BASINS, AND
OTHER DRAINAGE SYSTEMS. RESTABILIZE ANY AREAS THAT ARE DISTURBED BY SEDIMENT REMOVAL OPERATIONS.
SEDIMENT REMOVAL AND STABILIZATION MUST BE COMPLETED WITHIN 7 DAYS OF DISCOVERY. PREPARE AND SUBMIT A
SITE MANAGEMENT PLAN FOR WORKING IN SURFACE WATERS. CONTACT ALL APPROPRIATE AUTHORITIES PRIOR TO
WORKING IN SURFACE WATERS.
E. REMOVE TRACKED SEDIMENT FROM PAVED SURFACES BOTH ON AND OFF SITE WITHIN 24 HOURS OF DISCOVERY. STREET
SWEEPING MAY HAVE TO OCCUR MORE OFTEN TO MINIMIZE OFF SITE IMPACTS. LIGHTLY WET THE PAVEMENT PRIOR TO
SWEEPING.
F. MAINTAIN ALL BMPS UNTIL WORK HAS BEEN COMPLETED, SITE HAS GONE UNDER FINAL STABILIZATION, AND
THE NOTICE OF TERMINATION (NOT) HAS BEEN SUBMITTED TO THE MPCA.
NEW HOPE AND THE CONTRACTOR ARE COPERMITEES FOR THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) CONSTRUCTION PERMIT. THE CONTRACTOR IS
RESPONSIBLE TO COMPLY WITH ALL ASPECTS OF THE NPDES CONSTRUCTION PERMIT AT ALL TIMES UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA. THE
CONTRACTOR WILL DEVELOP A CHAIN OF COMMAND WITH ALL OPERATORS ON THE SITE TO ENSURE THAT THE SWPPP WILL BE IMPLEMENTED AND STAY IN EFFECT UNTIL THE
CONSTRUCTION PROJECT IS COMPLETE, THE ENTIRE SITE HAS UNDERGONE FINAL STABILIZATION, AND A NOTICE OF TERMINATION (NOT) HAS BEEN SUBMITTED TO THE MPCA.
THIS SWPPP WAS PREPARED BY PERSONNEL THAT ARE CERTIFIED IN THE DESIGN OF CONSTRUCTION SWPPPS. COPIES OF THE CERTIFICATIONS ARE ON FILE WITH CITY OF COTTAGE
GROVE AND ARE AVAILABLE UPON REQUEST.
PROVIDE A CERTIFIED EROSION CONTROL SUPERVISOR IN GOOD STANDING WHO IS KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT
CONTROL BEST MANAGEMENT PRACTICES. THE EROSION CONTROL SUPERVISOR WILL WORK WITH THE PROJECT ENGINEER TO OVERSEE THE IMPLEMENTATION OF THE SWPPP AND THE
INSTALLATION, INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS BEFORE, DURING AND AFTER CONSTRUCTION UNTIL THE NOTICE OF
TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA. PROVIDE PROOF OF CERTIFICATION AT THE PRECONSTRUCTION MEETING. WORK WILL NOT BE ALLOWED TO COMMENCE UNTIL
PROOF OF CERTIFICATION HAS BEEN PROVIDED TO THE PROJECT ENGINEER.
PROVIDE AT LEAST ONE CERTIFIED INSTALLER FOR EACH CONTRACTOR OR SUBCONTRACTOR THAT INSTALLS THE PRODUCTS LISTED IN
SPECIFICATION SECTION 2573.3.A.2. PROVIDE PROOF OF CERTIFICATION AT THE PRECONSTRUCTION MEETING. WORK WILL NOT BE
ALLOWED TO COMMENCE UNTIL PROOF OF CERTIFICATION HAS BEEN PROVIDED TO THE PROJECT ENGINEER.
THERE ARE NO STORMWATER MITIGATION MEASURES REQUIRED AS A RESULT OF AN ENVIRONMENTAL, ARCHEOLOGICAL OR AGENCY REVIEW. ALL MITIGATION
MEASURES HAVE BEEN ADDRESSED IN THIS PLAN SET OR THE SPECIAL PROVISIONS.
THIS PROJECT IS NOT LOCATED IN A WELL HEAD PROTECTION AREA.
THIS PROJECT IS NOT LOCATED IN A DRINKING WATER SUPPLY MANAGEMENT AREA (DWSMA).JOSH NORMAN
CONTACT NAME
TEMPORARY EROSION CONTROL MEASURES SHEETS NO. 92 - 99
PERMANENT EROSION CONTROL MEASURES SHEETS NO. 96 - 99
DIRECTION OF FLOW
FINAL STABILIZATION
SOILS AND CONSTRUCTION NOTES SHEETS NO. 8
DRAINAGE STRUCTURES N/A
DRAINAGE TABULATION N/A
STORM SEWER PROFILE SHEETS
SITE MAP STANTEC
STORMWATER TREATMENT CONSTRUCTION STAGING STANTEC
STANTEC
WATER RESOURCES NOTES
IN ADDITION TO THE LIST OF SPECIAL AND IMPAIRED WATERS THE CONTRACTOR SHALL BE AWARE THAT THERE ARE WETLANDS AND EXISTING STORMWATER FACILITIES WITHIN AND
NEAR THE PROJECT BOUNDARY, INCLUDING AN UNNAMED WETLAND AND UNNAMED CREEK.
THE FOLLOWING WATER BODIES HAVE BEEN LISTED BY THE DNR AS BEING INFESTED BY INVASIVE SPECIES: LIST WATERBODIES HERE. N/A
STORMWATER CALCULATIONS AND MAPS
STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE
PROJECT DESCRIPTION/LOCATION
SPECIAL AND IMPAIRED WATERS
WATERBODY IMPAIRMENT(S)
AREAS OF ENVIRONMENTAL SENSITIVITY (AES) AND INFESTED WATERS
SOIL TYPES
SOIL TYPES TYPICALLY FOUND ON THIS PROJECT ARE URBAN LAND-LESTER COMPLEX
PROJECT PERSONNEL AND TRAINING
ORGANIZATION PHONE
CHAD JOHNSON
NICK MACKLEM
CENTRAL OFFICE
612-712-2064
763-592-6777
651-757-2389
651-259-5800
LOCATION OF SWPPP REQUIREMENTS
LOCATION OF SWPPP REQUIREMENTS IN PROJECT PLAN
DESCRIPTION LOCATION
MINNESOTA POLLUTION CONTROL AGENCY (MPCA)
MINNESOTA DEPARTMENT OF NATURAL RESOURCES
STANTEC
CITY OF NEW HOPE PUBLIC WORKS
HENNEPIN COUNTY
NORTHWOOD LAKE NUTRIENTS
CHAIN OF RESPONSIBILITY
PROJECT CONTACTS
SITE INSPECTION AND MAINTENANCE
ENVIRONMENTAL REVIEW
LAND FEATURE CHANGES
N/A
STANTEC
SHEETS NO. 92 - 95
7.57
0.54
0.43
-0.11
SHEETS NO. 96 - 99
TEMPORARY EROSION CONTROL TABULATIONS SHEETS NO. 14
PERMANENT EROSION CONTROL TABULATIONS SHEETS NO. 14
TEMPORARY EROSION CONTROL DETAILS SHEETS NO. 30
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:54pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C200.dwgXrefs:, 193805693_BorderTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
PBR
MAF
MAF
JDP
JDP
193805693 138
STORMWATER POLLUTION PREVENTION PLAN
SWPPP
89
STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE (CONTINUED)
1. PROVIDE A SPILL KIT AT EACH WORK LOCATION ON THE SITE.
2. STORE ALL BUILDING MATERIALS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS, PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT
CHEMICALS, AND LANDSCAPE MATERIALS UNDER COVER AND WITH SECONDARY CONTAINMENT.
3. PROVIDE A SECURE STORAGE AREA WITH RESTRICTED ACCESS FOR ALL HAZARDOUS MATERIALS AND TOXIC WASTE. RETURN ALL HAZARDOUS MATERIALS
AND TOXIC WASTE TO THE DESIGNATED STORAGE AREA AT THE END OF THE BUSINESS DAY UNLESS INFEASIBLE. STORE ALL HAZARDOUS MATERIALS AND
TOXIC WASTE (INCLUDING BUT NOT LIMITED TO OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT, PETROLEUM BASED PRODUCTS, WOOD
PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS WITH SECONDARY CONTAINMENT. CLEAN UP SPILLS IMMEDIATELY.
4. STORE, COLLECT AND DISPOSE OF ALL SOLID WASTE.
5. POSITION ALL PORTABLE TOILETS SO THAT THEY ARE SECURE AND CANNOT BE TIPPED OR KNOCKED OVER. PROPERLY DISPOSE OF ALL SANITARY WASTE.
6. FUEL AND MAINTAIN VEHICLES IN A DESIGNATED CONTAINED AREA WHENEVER FEASIBLE. USE DRIP PANS OR ABSORBENT MATERIALS TO PREVENT SPILLS
OR LEAKED CHEMICALS FROM DISCHARGING TO SURFACE WATER OR STORMWATER CONVEYANCES. PROVIDE A SPILL KIT AT EACH LOCATION THAT VEHICLES
AND EQUIPMENT ARE FUELED OR MAINTAINED AT.
7. LIMIT VEHICLE AND EQUIPMENT WASHING TO A DEFINED AREA OF THE SITE. CONTAIN RUNOFF FROM THE WASHING AREA TO A TEMPORARY SEDIMENT
BASIN OR OTHER EFFECTIVE CONTROL. PROPERLY DISPOSE OF ALL WASTE GENERATED BY VEHICLE AND EQUIPMENT WASHING. ENGINE DEGREASING IS NOT
ALLOWED ON THE SITE.
8. PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OF CONCRETE, STUCCO, PAINT, FORM RELEASE OILS,
CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS. LIQUID AND SOLID WASHOUT WASTES MUST NOT CONTACT THE GROUND. DESIGN THE
CONTAINMENT SO THAT IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR CONTAINMENT AREA.
9. CREATE AND FOLLOW A WRITTEN DISPOSAL PLAN FOR ALL WASTE MATERIALS. INCLUDE IN THE PLAN HOW THE MATERIAL WILL BE DISPOSED OF AND THE
LOCATION OF THE DISPOSAL SITE. SUBMIT PLAN TO THE ENGINEER.
10. USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT DISCHARGE OR PLACEMENT OF BITUMINOUS GRINDINGS, CUTTINGS, MILLINGS, AND
OTHER BITUMINOUS WASTES FROM AREAS OF EXISTING OR FUTURE VEGETATED SOILS AND FROM ALL WATER CONVEYANCE SYSTEMS, INCLUDING INLETS,
DITCHES AND CURB FLOW LINES.
11. USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT CONCRETE DUST, PARTICLES, CONCRETE WASH OUT, AND OTHER CONCRETE WASTES FROM
LEAVING MNDOT RIGHT OF WAY, DEPOSITING IN EXISTING OR FUTURE VEGETATED AREAS, AND FROM ENTERING STORMWATER CONVEYANCE SYSTEMS,
INCLUDING INLETS, DITCHES AND CURB FLOW LINES. USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT SAW CUT SLURRY AND PLANING WASTE
FROM LEAVING MNDOT RIGHT OF WAY AND FROM ENTERING STORMWATER CONVEYANCE SYSTEMS INCLUDING DITCHES AND CULVERTS.
LAST 200 LINEAL FEET OF DRAINAGE DITCH OR SWALE WITHIN 24 HOURS OF CONNECTION TO SURFACE WATER OR
PROPERTY EDGE 1, 2, 3
REMAINING PORTIONS OF DRAINAGE DITCH OR SWALE 7 DAYS 1, 3
PIPE AND CULVERT OUTLETS 24 HOURS
7 DAYS 1
TIME FRAME NOTES 13. PROTECT STORM SEWER INLETS AT ALL TIMES WITH THE APPROPRIATE INLET PROTECTION FOR EACH SPECIFIC PHASE OF CONSTRUCTION. PROVIDE
INLET PROTECTION DEVICES WITH EMERGENCY OVERFLOW CAPABILITIES. SILT FENCE PLACED IN THE INLET GRATE IS NOT AN ACCEPTABLE INLET
PROTECTION BMP FOR GRADING OPERATIONS. SILT FENCE PLACED IN THE GRATE IS ONLY ALLOWED FOR SHORT INTERVALS DURING MILLING OR PAVING
OPERATIONS. INLET PROTECTION DEVICES MAY NEED TO BE PLACED MULTIPLE TIMES IN THE SAME LOCATION OVER THE LIFE OF THE CONTRACT. INLET
PROTECTION DEVICES WILL BE PAID FOR ONCE PER INLET REGARDLESS OF THE NUMBER OF TIMES THE BMP IS PLACED. KEEP ALL STORM SEWER INLET
PROTECTION DEVICES IN GOOD FUNCTIONAL CONDITION AT ALL TIMES. REPLACE INLET PROTECTION DEVICE WITH A SUITABLE ALTERNATIVE IF THE PROJECT
ENGINEER DEEMS AN INLET PROTECTION DEVICE TO BE NONFUNCTIONAL, IN POOR CONDITION, INEFFECTIVE, OR NOT APPROPRIATE FOR THE CURRENT
CONSTRUCTION ACTIVITIES. THERE WILL BE NO COST TO COTTAGE GROVE FOR REPLACEMENT OF INLET PROTECTION DEVICES.
14. PLACE CONSTRUCTION EXITS, AS NECESSARY, TO PREVENT TRACKING OF SEDIMENT ONTO PAVED SURFACES BOTH ON AND OFF THE PROJECT SITE.
PROVIDE CONSTRUCTION EXITS OF SUFFICIENT SIZE TO PREVENT TRACK OUT. MAINTAIN CONSTRUCTION EXITS WHEN EVIDENCE OF TRACKING IS
DISCOVERED. REGULAR STREET SWEEPING IS NOT AN ACCEPTABLE ALTERNATIVE TO PROPER CONSTRUCTION EXIT INSTALLATION AND MAINTENANCE.
15. DISCHARGE TURBID OR SEDIMENT LADEN WATER TO TEMPORARY SEDIMENT BASINS WHENEVER FEASIBLE. IN THE EVENT THAT IT IS NOT FEASIBLE TO
DISCHARGE THE SEDIMENT LADEN WATER TO A TEMPORARY SEDIMENT BASIN, THE WATER MUST BE TREATED SO THAT IT DOES NOT CAUSE A NUISANCE
CONDITION IN THE RECEIVING WATERS OR TO DOWNSTREAM LANDOWNERS. CLEAN OUT ALL PERMANENT STORMWATER BASINS REGARDLESS OF WHETHER
USED AS TEMPORARY SEDIMENT BASINS OR TEMPORARY SEDIMENT TRAPS TO THE DESIGN CAPACITY AFTER ALL UPGRADIENT LAND DISTURBING ACTIVITY IS
COMPLETED.
16. PROVIDE SCOUR PROTECTION AT ANY OUTFALL OF DEWATERING ACTIVITIES.
17. PROVIDE STABILIZATION IN ANY TRENCHES CUT FOR DEWATERING OR SITE DRAINING PURPOSES.
1. INITIATE STABILIZATION IMMEDIATELY WHEN CONSTRUCTION HAS TEMPORARILY OR PERMANENTLY CEASED ON ANY PORTION OF THE SITE. COMPLETE
STABILIZATION WITHIN THE TIME FRAME LISTED. IN MANY INSTANCES THIS WILL REQUIRE STABILIZATION TO OCCUR MORE THAN ONCE DURING THE COURSE
OF THE PROJECT. TEMPORARY SOIL STOCKPILES WITHOUT SIGNIFICANT CLAY OR SILT AND STOCKPILED AND CONSTRUCTED ROAD BASE ARE EXEMPT FROM
THE STABILIZATION REQUIREMENT.
2. STABILIZE WETTED PERIMETER OF DITCH (I.E. WHERE THE DITCH GETS WET).
3. APPLICATION OF MULCH, HYDROMULCH, TACKIFIER AND POLYACRYLAMIDE ARE NOT ACCEPTABLE STABILIZATION METHODS IN THESE AREAS.
4. STABILIZE ALL AREAS OF THE SITE PRIOR TO THE ONSET OF WINTER. ANY WORK STILL BEING PERFORMED WILL BE SNOW MULCHED, SEEDED, AND
BLANKETED WITHIN THE TIME FRAMES IN THE NPDES PERMIT.
5. TOPSOIL BERMS MUST BE STABILIZED IN ORDER TO BE CONSIDERED PERIMETER CONTROL BMPS. USE RAPID STABILIZATION METHOD 2, 3, OR 4 AS
DIRECTED BY THE ENGINEER. THE SEED MIX USED IN THE RAPID STABILIZATION MAY BE SUBSTITUTED AS FOLLOWS:
A. SINGLE YEAR CONSTRUCTION BETWEEN MAY 1 - AUGUST 1, SEED WITH SEED MIXTURE 21-111
B. SINGLE YEAR CONSTRUCTION BETWEEN AUGUST 1 AND OCTOBER 31, SEED WITH SEED MIXTURE 21-112
C. MULTI YEAR CONSTRUCTION 22-111
6. KEEP DITCHES AND EXPOSED SOILS IN AN EVEN ROUGH GRADED CONDITION IN ORDER TO BE ABLE TO APPLY EROSION CONTROL MULCHES,
HYDROMULCHES AND BLANKETS.
1. AMEND THE SWPPP AND DOCUMENT ANY AND ALL CHANGES TO THE SWPPP AND ASSOCIATED PLAN SHEETS IN A TIMELY MANNER. STORE THE SWPPP AND
ALL AMENDMENTS ON SITE AT ALL TIMES.
2. BURNING OF ANY MATERIAL IS NOT ALLOWED WITHIN PROJECT BOUNDARY.
3. DO NOT DISTURB AREAS OUTSIDE OF THE CONSTRUCTION LIMITS. DELINEATE AREAS NOT TO BE DISTURBED PRIOR TO STARTING GROUND DISTURBING
ACTIVITIES. IF IT BECOMES NECESSARY TO DISTURB AREAS OUTSIDE OF THE CONSTRUCTION LIMITS OBTAIN WRITTEN PERMISSION FROM THE PROJECT
ENGINEER PRIOR TO PROCEEDING. PRESERVE ALL NATURAL BUFFERS SHOWN ON THE PLANS.
4. ROUTE STORMWATER AROUND UNSTABILIZED AREAS OF THE SITE WHENEVER FEASIBLE. PROVIDE EROSION CONTROL AND VELOCITY DISSIPATION DEVICES
AS NEEDED TO KEEP CHANNELS FROM ERODING AND TO PREVENT NUISANCE CONDITIONS AT THE OUTLET.
5. DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS WHENEVER FEASIBLE. PROVIDE VELOCITY DISSIPATION DEVICES AS NEEDED TO PREVENT EROSION.
6. THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS SHALL BE PLACED AS NECESSARY TO MINIMIZE EROSION FROM DISTURBED SURFACES AND TO
CAPTURE SEDIMENT ON SITE. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCEMENT OF ANY REMOVAL WORK AND/OR GROUND
DISTURBING ACTIVITIES COMMENCE.
7. ESTABLISH SEDIMENT CONTROL DEVICES ON ALL DOWN GRADIENT PERIMETERS AND UPGRADIENT OF ANY BUFFER ZONES BEFORE ANY UP GRADIENT LAND
DISTURBING ACTIVITIES BEGIN. MAINTAIN SEDIMENT CONTROL DEVICES UNTIL CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.
8. LOCATE PERIMETER CONTROL ON THE CONTOUR TO CAPTURE OVERLAND, LOW- VELOCITY SHEET FLOWS DOWN GRADIENT OF ALL EXPOSED SOILS AND
PRIOR TO DISCHARGING TO SURFACE WATERS. PLACE J-HOOKS AT A MAXIMUM OF 100 FOOT INTERVALS.
9. PROVIDE PERIMETER CONTROL AROUND ALL STOCKPILES. PLACE BMP A MINIMUM 5 FEET FROM THE TOE OF SLOPE WHERE FEASIBLE. DO NOT PLACE
STOCKPILES IN NATURAL BUFFER AREAS, SURFACE WATERS OR STORMWATER CONVEYANCES.
10. DITCH CHECKS WILL BE PLACED AS INDICATED ON THE PLANS DURING ALL PHASES OF CONSTRUCTION.
EXPOSED SOILS AND STOCKPILES
STABILIZATION TIME FRAMES
AREA
GENERAL SWPPP NOTES FOR CONSTRUCTION ACTIVITY POLLUTION PREVENTION
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:54pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C200.dwgXrefs:, 193805693_BorderTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
PBR
MAF
MAF
JDP
JDP
193805693 138
STORMWATER POLLUTION PREVENTION PLAN
SWPPP
90
STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE (CONTINUED)
1. FILTER LOGS SHALL BE PLACED, AS NEEDED, TO TRAP SEDIMENT ON THE LOWER EDGE OF BEDS OR TREE HOLES.
FILTER LOGS WILL BE LEFT TO PHOTO DEGRADE.
2. TILLING FOR BEDS OR TREE HOLES MUST BE PLANTED AND MULCHED WITH WOOD CHIP
WITHIN 7 DAYS OR STRAW MULCHED UNTIL PLANTING OPERATIONS CAN BE COMPLETED.
3. ANY POND CORNERS OPENED DUE TO TILLING FOR SHRUB BEDS OR TREE HOLES MUST BE PLANTED AND MULCHED WITH
WOOD CHIP WITHIN 24 HOURS OR STRAW MULCHED UNTIL PLANTING OPERATIONS CAN BE COMPLETED.
REVIEW ALL PERMITS FOR ANY SPECIAL CONDITIONS THAT WILL EFFECT CONSTRUCTION OF THE PROJECT.
TEMPORARY DEWATERING ACTIVITIES MAY BE REQUIRED FOR ROADWAY CONSTRUCTION AND UTILITY WORK. THEREFORE IT IS POSSIBLE THAT A PERMIT FOR
THE TEMPORARY APPROPRIATION OF WATERS OF THE STATE, NON-IRRIGATION FROM MNDNR WILL BE REQUIRED FOR THIS PROJECT. THE CONTRACTOR IS
RESPONSIBLE FOR OBTAINING THIS PERMIT PRIOR TO COMMENCING DEWATERING ACTIVITIES. ALL TEMPORARY DEWATERING SHALL BE DISCHARGED TO AN
APPROVED LOCATION FOR TREATMENT PRIOR TO DISCHARGE TO THE RECEIVING WATER. SUBMIT A SITE MANAGEMENT PLAN TO THE ENGINEER FOR
APPROVAL PRIOR TO COMMENCING WORK.
MINNESOTA POLLUTION CONTROL AGENCY (MPCA)NPDES CONSTRUCTION PERMIT
TYPE OF PERMIT
THESE NOTES ALONG WITH THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE ARE INTENDED TO GIVE INFORMATION ON CRITICAL
DRAINAGE FEATURES, NATURAL RESOURCES AND CONTRACTOR OPERATIONS THAT MAY IMPACT DRAINAGE AND NATURAL RESOURCES.
1. THE SIZE AND ELEVATION OF CULVERTS, STORM SEWER PIPES, CATCH BASINS, PONDS, INFILTRATION/FILTRATION BASINS, PERMEABLE DITCH BLOCKS AND
OVERFLOW DEVICES HAVE BEEN SPECIFICALLY DESIGNED TO CONFORM TO MNDOT DESIGN STANDARDS, MINNESOTA POLLUTION CONTROL AGENCY (MPCA)
AND WATERSHED DISTRICT PERMIT REQUIREMENTS. THE DESIGN COMPUTATIONS ARE ON FILE WITH MINNEAPOLIS METRO WATER RESOURCES. CHANGING
THESE ITEMS OR THE DIRECTION OF FLOW FROM WHAT IS SHOWN ON THE PLANS MAY CAUSE PROBLEMS OFF THE PROJECT AND COULD MEAN THE PROJECT IS
OUT OF COMPLIANCE WITH APPROVED DRAINAGE PERMITS. ANY CHANGES TO THE SIZE, ELEVATION OR DIRECTION OF FLOW OF THE DRAINAGE SYSTEM MUST
BE APPROVED BY THE METRO WATER RESOURCES DESIGNER.
2. SUBSOIL ALL DISTURBED GREEN SPACES EXCEPT AS LISTED IN 2574.3A.2.
3. PERFORM POST INSTALLATION MANDREL TESTING OF ALL PLASTIC PIPE.
4. ANY SUBSURFACE DRAINAGE TILES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED, REPLACED OR REROUTED, AND CONNECTED TO THE EXISTING
TILE OR DRAINAGE SYSTEM TO ENSURE THAT EXISTING UPLAND DRAINAGE IS PERPETUATED. THIS SHOULD BE DONE TO THE APPROVAL AND SATISFACTION
OF THE ENGINEER.
5. THE FOLLOWING WATER RELATED PERMITS APPLY TO THIS PROJECT:
WATER RESOURCE NOTES
AGENCY
LANDSCAPE NOTES
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 1:54pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C200.dwgXrefs:, 193805693_BorderTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
PBR
MAF
MAF
JDP
JDP
193805693 138
STORMWATER POLLUTION PREVENTION PLAN
SWPPP
91
GGGGGGGGC
H
H HCONS
S
SS
SS
SS
SS SSS
S
S
U
U
504
505
506 507 508 509 510 511GETTYSBURG AVE N.FLAG AVE N.ENSIGN AVE N.42ND AVE N. (CSAH 9)BEGIN 42ND ST
SAP 182-020-028
STA. 505+24
ROW
ROW
42ND ST
4200
FLAG AVE N
4201
FLAG AVE N
4240 GETTYSBURG AVE N
HOLY TRINITY LUTHERAN
CHURCH
4225 GETTYSBURG AVE N
NEW HOPE CHURCH
9109 9009 9001 4164
ENSIGN AVE N
C
C C
UU
H
S
SS
SS SS
U
511 512 513 514 515 516 517
42ND AVE N. (CSAH 9)
ROW
UE
ROW
42ND ST
8640
8810
88308910
8805-8963
SANDPIPER COVE
4151
VALLEYWOOD
APARTMENTS
SEED MIXTURE 25-151
FERTILIZER TYPE 1
HYDRAULIC MULCH MATRIX
NOTE:
RESTORE ALL DISTURBED AREAS WITH
HYDROSEED AS DIRECTED BY THE ENGINEER AND
4" LOAM TOPSOIL BORROW/SALVAGE TOPSOIL.
SEDIMENT CONTROL LOGS SHOULD BE USED
ALONG DOWNGRADE PERIMETER SEDIMENT
CONTROL ALONG RESTORED AREAS UNTIL
VEGETATION IS ESTABLISHED TO 70%.
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 2:31pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C251.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSXT, 193805693-XSNO, 193805693-TURFTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
0 25 50
N
TURF ESTABLISHMENT PLAN
42ND AVENUE N. (CSAH 9)
96
PBR
MAF
MAF
JDP
JDP
193805693 138
0 25 50
N
MATCHLINE511+00MATCHLINE511+00MATCHLINE517+00
H
C
G-VENT
U
S S S
S
SS
SS
SS
H
H
CTRAN
TRAN
H
517
518 519 520 521 522 523
BENCHBENCHBOONE AVE N.AQUILA AVE N.42ND AVE N. (CSAH 9)
ROW
UE
ROW
42ND ST
GETHSEMANE CEMETERY
4200
4201
8610
4200
4151
VALLEYWOOD
APARTMENTS END SAP 182-1 STA. 106 10510610742ND AVE N. (CSAH 9)C
SS
SSSS
523 524 525 526 527 528 529ZEALAND AVE N.42ND AVE N. (CSAH 9)
ROW
UE
ROW
42ND ST
GETHSEMANE CEMETERY
8420
APARTMENTS ON 42
N
D
AVENUE
4200
APARTMENTS
4201
8500
HERITAGE DENTAL
SEED MIXTURE 25-151
FERTILIZER TYPE 1
HYDRAULIC MULCH MATRIX
NOTE:
RESTORE ALL DISTURBED AREAS WITH
HYDROSEED AS DIRECTED BY THE ENGINEER AND
4" LOAM TOPSOIL BORROW/SALVAGE TOPSOIL.
SEDIMENT CONTROL LOGS SHOULD BE USED
ALONG DOWNGRADE PERIMETER SEDIMENT
CONTROL ALONG RESTORED AREAS UNTIL
VEGETATION IS ESTABLISHED TO 70%.
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 2:31pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C251.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSXT, 193805693-XSNO, 193805693-TURFTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
0 25 50
N
TURF ESTABLISHMENT PLAN
42ND AVENUE N. (CSAH 9)
97
PBR
MAF
MAF
JDP
JDP
193805693 138
0 25 50
N
MATCHLINE517+00MATCHLINE523+00MATCHLINE523+00MATCHLINE529+00
H
H
C
C
U
H
S
HHH
H
H H
H
H
BENCH
TRASH
S
S
SS
SS CON
H
H
H
529 530 531 532 533 534 535XYLON AVE N.42ND AVE N. (CSAH 9)
ROW
UE
ROW42ND ST
GETHSEMANE
CEMETERY
HYVEE GAS
8320
WELLS FARGO BANK
C C
H
535
536 537 538 539 540 541
42ND AVE N. (CSAH 9)
ROW
UE
ROW
42ND ST
GETHSEMANE CEMETERY
NORTH MEMORIAL CLINIC
APPLEBEE'S
4203 - 4237
SEED MIXTURE 25-151
FERTILIZER TYPE 1
HYDRAULIC MULCH MATRIX
NOTE:
RESTORE ALL DISTURBED AREAS WITH
HYDROSEED AS DIRECTED BY THE ENGINEER AND
4" LOAM TOPSOIL BORROW/SALVAGE TOPSOIL.
SEDIMENT CONTROL LOGS SHOULD BE USED
ALONG DOWNGRADE PERIMETER SEDIMENT
CONTROL ALONG RESTORED AREAS UNTIL
VEGETATION IS ESTABLISHED TO 70%.
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 2:31pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C251.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSXT, 193805693-XSNO, 193805693-TURFTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
0 25 50
N
TURF ESTABLISHMENT PLAN
42ND AVENUE N. (CSAH 9)
98
PBR
MAF
MAF
JDP
JDP
193805693 138
0 25 50
N
MATCHLINE529+00MATCHLINE535+00MATCHLINE535+00MATCHLINE541+00
C
BENCHBENCHBENCH
TRASHCON
S S
S
S
S
SS
H
H
H
HH
H
H
H
H
H
BENCH541 542 543 544 545 546 547 548WINNETKA AVE N.42ND AVE N. (CSAH 9)
ROWUE
ROW
42ND ST
GETHSEMANE CEMETERY
4201
MCDONALDS
4200
WALGREENS
4148
END SAP
SAP 182-020-028
STA. 548+36
SEED MIXTURE 25-151
FERTILIZER TYPE 1
HYDRAULIC MULCH MATRIX
NOTE:
RESTORE ALL DISTURBED AREAS WITH
HYDROSEED AS DIRECTED BY THE ENGINEER AND
4" LOAM TOPSOIL BORROW/SALVAGE TOPSOIL.
SEDIMENT CONTROL LOGS SHOULD BE USED
ALONG DOWNGRADE PERIMETER SEDIMENT
CONTROL ALONG RESTORED AREAS UNTIL
VEGETATION IS ESTABLISHED TO 70%.CG-VENTHHUUSSSSSSSSSSSHHCTRANTRANH518519520BENCHBENCH
BOONE AVE N.42ND AVE N. (CSAH 9)42ND ST861042004201
4208
4204VALLEYWOODEND BOONE AVE
SAP 182-101-020
STA. 106+85
BEGIN BOONE AVE
SAP 182-101-020
STA. 102+26
101 102 103 104 105 106 107 108
BOONE AVE N.42ND AVE N. (CSAH 9)SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 2:31pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C251.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSXT, 193805693-XSNO, 193805693-TURFTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
0 25 50N
TURF ESTABLISHMENT PLAN
42ND AVENUE N. (CSAH 9) & BOONE AVENUE N.
99
PBR
MAF
MAF
JDP
JDP
193805693 138
0 25 50
N
MATCHLINE541+00
C
H
H HCONS
S
SS
SS
SS
SS SSS
S
S
U
U
504
505
506 507 508 509 510 511
FLAG AVE N.42ND AVE N. (CSAH 9)
BEGIN 42ND ST
SAP 182-020-028
STA. 505+24
ROW
ROW
42ND ST
FLAG AVE N
42ND AVE N
ENSIGN AVE N
42ND AVE N
2222364223 6
3 62
4544200
FLAG AVE N
4201
FLAG AVE N
4240 GETTYSBURG AVE N
HOLY TRINITY LUTHERAN
CHURCH4225 GETTYSBURG AVE N
NEW HOPE CHURCH
9109 9009 9001
4164
ENSIGN AVE N
ENSIGN AVE N.GETTYSBURG AVE N.4SW
14' THRU - RT
12' THRU LANE
14' LT TURN
14' THRU LANE
14' THRU LANE
G
4BW
G
4TW
G
INSTALL BY OTHERS
4SW
G
4SW
G
4DY
G
24SY
G
24SW
G
24SW
G
14' THRU LANE
12' THRU LANE
12' THRU LANE
14' THRU - RT
FURNISH & INSTALL
INPLACE/REMAIN
SALVAGE
SPECIFIC NOTES:
1
2
3
5
6
4 REMOVE
REMOVE SIGN PANEL
INSTALL
FURNISH & INSTALL
SIGN PANEL
7
GENERAL NOTE:
PAVEMENT MARKINGS SHALL BE MEASURED BY THE ACTUAL MATERIAL APPLIED.
ALL LANE LINES STRIPING GROUND-IN MULTI COMPONENT
PAVEMENT MARKINGS WILL BE GROUND-IN PREFORM THERMOPLASTIC.
C
C C
UU
H
S
SS
SS SS
U
511 512 513 514 515 516 517
42ND AVE N. (CSAH 9)
ROW
UE
ROW
42ND ST
2254448640
8810
8830
8910
8805-8963
SANDPIPER COVE
24SY
G
4TW
G
4BW
G 4DY
G
14' THRU LANE
12' THRU LANE
12' THRU LANE
14' THRU LANE
14' THRU LANE
12' THRU LANE
14' LT TURN
14' THRU LANE
14' THRU LANE
14' THRU LANE
12' THRU LANE
12' THRU LANE
14' THRU - RT
12' LT TURN
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 2:38pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C901.dwgXrefs:, 193805693_Border, 193805693-XSXT, 193805693-XSNO, 193805693-SIGNING & PM, 193805693-XSXVTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
0 25 50
N
SIGNING AND PAVEMENT MARKING PLAN
42ND AVENUE N. (CSAH9)
108
PBR
MAF
MAF
JDP
JDP
193805693 138MATCHLINE511+000 25 50
N
MATCHLINE511+00MATCHLINE517+00
FURNISH & INSTALL
INPLACE/REMAIN
SALVAGE
SPECIFIC NOTES:
1
2
3
5
6
4 REMOVE
REMOVE SIGN PANEL
INSTALL
FURNISH & INSTALL
SIGN PANEL
7
GENERAL NOTE:
PAVEMENT MARKINGS SHALL BE MEASURED BY THE ACTUAL MATERIAL APPLIED.
ALL LANE LINES STRIPING GROUND-IN MULTI COMPONENT
PAVEMENT MARKINGS WILL BE GROUND-IN PREFORM THERMOPLASTIC.
H
C
H
G-VENT
U
S S S
S
SS
SS
SS
H
H
H
H
C
H
TRAN
TRAN
H
H
517
518 519 520 521 522 523
BOONE AVE N.AQUILA AVE N.42ND AVE N. (CSAH 9)
ROW
UE
ROW
42ND ST
GETHSEMANE CEMETERYBENCHBENCHAQUILA AVE N42ND AVE N2 222254BOONE AVE N.4200
4201
8610
4200
4151
VALLEYWOOD
APARTMENTS
24SW
G
4BW
G
14' THRU - RT
12' THRU LANE
12' THRU LANE
14' THRU LANE
12' LT TURN
14' THRU LANE
12' THRU LANE
12' THRU LANE
14' THRU - RT
12' LT TURN 14' THRU - RT12' LT TURN14' THRU LANE14' THRU - RT12' LT TURN14' THRU LANE4DY
G
4SW
G
4SW
G
4DY
G
4DY
G
4TW
G
4SW
G
14' THRU LANE
12' THRU LANE
12' THRU LANE
14' THRU LANE
12' LT TURN
24SY
G
C
SS
SSSS
523 524 525 526 527 528 529ZEALAND AVE N.42ND AVE N. (CSAH 9)
ROW
UE
ROW
42ND ST
GETHSEMANE CEMETERY NEW HOPECITY HALLPOLICEAQUATIC CENTERPERFORMANCE CENTERZEALAND AVE N42ND AVE N2222255448420
APARTMENTS ON 42N
D
AVENUE
4200
APARTMENTS4201
8500
HERITAGE DENTAL
24SY
G
4DY
G
14' THRU LANE
12' THRU LANE
12' THRU LANE
14' THRU LANE
14' THRU - RT
12' THRU LANE
12' THRU LANE
14' THRU LANE
4BW
G
24SW
G
UE
ROW24SY
G
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 2:38pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C901.dwgXrefs:, 193805693_Border, 193805693-XSXT, 193805693-XSNO, 193805693-SIGNING & PM, 193805693-XSXVTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
SIGNING AND PAVEMENT MARKING
42ND AVENUE N. (CSAH9)
109
PBR
MAF
MAF
JDP
JDP
193805693 138
0 25 50
N
MATCHLINE517+00MATCHLINE523+000 25 50
N
MATCHLINE523+00MATCHLINE529+00
FURNISH & INSTALL
INPLACE/REMAIN
SALVAGE
SPECIFIC NOTES:
1
2
3
5
6
4 REMOVE
REMOVE SIGN PANEL
INSTALL
FURNISH & INSTALL
SIGN PANEL
7
GENERAL NOTE:
PAVEMENT MARKINGS SHALL BE MEASURED BY THE ACTUAL MATERIAL APPLIED.
ALL LANE LINES STRIPING GROUND-IN MULTI COMPONENT
PAVEMENT MARKINGS WILL BE GROUND-IN PREFORM THERMOPLASTIC.
H
H
C
C
U
HEEE
S
HHH
H
H H
H
H
BENCH
TRASH
S
S
SS
SS CON
H
H
H
FO-C
529 530 531 532 533 534 535XYLON AVE N.42ND AVE N. (CSAH 9)
ROW
UE
ROW
42ND ST
GETHSEMANE CEMETERY 222444HYVEE GAS
8320
WELLS FARGO BANK
APARTMENTS ON 42ND
4BW
G
24SY
G
4DY
G
14' THRU LANE
12' THRU LANE
12' THRU LANE
14' THRU - RT
12' LT TURN
12' THRU LANE
12' THRU LANE
12' THRU LANE
14' THRU LANE
12' LT TURN
14' RT TURN
4SW
G
4SW
G
4DY
G
4BW
G
4TW
G
UE
42ND AVE N. (CSAH 9)
UE
ROW
C C
H
535
536 537 538 539 540 541
42ND AVE N. (CSAH 9)
ROW
ROW
42ND ST
GETHSEMANE CEMETERY22 22254NORTH MEMORIAL CLINIC
APPLEBEE'S
4203 - 4237
UE
UE
4SW
G
4BW
G
4TW
G
4BW
G
4DY
G
4SW
G
24SY
G
24SY
G
14' THRU LANE
12' THRU LANE
12' THRU LANE
12' LT TURN
14' THRU LANE
14' THRU LANE
12' THRU LANE
12' THRU LANE
14' THRU LANE
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 2:38pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C901.dwgXrefs:, 193805693_Border, 193805693-XSXT, 193805693-XSNO, 193805693-SIGNING & PM, 193805693-XSXVTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
SIGNING AND PAVEMENT MARKING
42ND AVENUE N. (CSAH9)
110
PBR
MAF
MAF
JDP
JDP
193805693 138
0 25 50
N
MATCHLINE529+00MATCHLINE535+000 25 50
N
MATCHLINE535+00MATCHLINE541+00
FURNISH & INSTALL
INPLACE/REMAIN
SALVAGE
SPECIFIC NOTES:
1
2
3
5
6
4 REMOVE
REMOVE SIGN PANEL
INSTALL
FURNISH & INSTALL
SIGN PANEL
7
GENERAL NOTE:
PAVEMENT MARKINGS SHALL BE MEASURED BY THE ACTUAL MATERIAL APPLIED.
ALL LANE LINES STRIPING GROUND-IN MULTI COMPONENT
PAVEMENT MARKINGS WILL BE GROUND-IN PREFORM THERMOPLASTIC.
C
BENCHBENCHBENCH
TRASHCON
S S
S
S
S
SS
H
H
H
HH
H
HH
H
H
BENCH541 542 543 544 545 546 547WINNETKA AVE N.42ND AVE N. (CSAH 9)
ROW
UE
ROW
42ND ST
GETHSEMANE CEMETERY 36436222222 4
3 6
22236
4
45554201
MCDONALDS
4200
WALGREENS
4148
14' LT TURN
14' THRU LANE
14' THRU LANE
12' THRU LANE
12' THRU LANE
14' RT TURN
4TW
G
4BW
G
4TW
G
4SW
G
12' THRU LANE
14' THRU - RT
12' THRU LANE
14' THRU LANE
ROW
ROW
12' LT LANE
C
547 548 549 550 551 552 553 5542
2 222RHODE ISLAND AVE N.42ND VAE N.22222552 NEWHOPEICEARENA4DY
G
ROW ROW
ROW
42ND AVE N. (CSAH 9)
42ND AVE N. (CSAH 9)RHODE ISLAND AVE N.42ND ST
ROW
ROW
END 42ND ST
SAP 182-020-028
STA. 548+36
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 2:38pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C901.dwgXrefs:, 193805693_Border, 193805693-XSXT, 193805693-XSNO, 193805693-SIGNING & PM, 193805693-XSXVTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
SIGNING AND PAVEMENT MARKING
42ND AVENUE N. (CSAH9)
111
PBR
MAF
MAF
JDP
JDP
193805693 138
0 25 50
N
MATCHLINE541+00MATCHLINE547+00MATCHLINE547+000 25 50
N
GGGGGGGGC
H
H HCONS
S
SS
SS
SS
SS SSS
S
S
U
U
A10
A11
A1 A2GETTYSBURG AVE N.FLAG AVE N.ENSIGN AVE N.42ND AVE N. (CSAH 9)BEGIN 42ND ST
SAP 182-020-028
STA. 505+24
ROW
ROW
42ND ST
PROPOSED
UE
4200
FLAG AVE N
4201
FLAG AVE N
4240 GETTYSBURG AVE N
HOLY TRINITY LUTHERAN
CHURCH
4225 GETTYSBURG AVE N
NEW HOPE CHURCH
9109 9009 9001 4164
ENSIGN AVE N
ROW
ROW
ROW
ROW
C
C C
UU
H
S
SS
SS SS
U
3059 3060
A9
A3
A4
42ND AVE N. (CSAH 9)
ROW
UE
ROW
42ND ST
PROPOSED
UE
8640
8810
88308910
8805-8963
SANDPIPER COVE
LEGEND NOTES:
1.SEE CITY STANDARD PLATES FOR ALL
LIGHTING UNIT DETAILS.
2.FINAL AND LIGHTING UNIT PLACEMENT
SHALL BE DETERMINED IN THE FIELD.
3.IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO UTILIZE THE GOPHER
ONE CALL EXCAVATION NOTICE SYSTEM
FOR ALL UTILITY LOCATION. NOTE THAT
NOT ALL PUBLIC AND PRIVATE UTILITIES
ARE SHOWN ON THE LIGHTING PLANS.
1.5" NMC CONDUIT
(DIRECTIONAL DRILL)
3#6,1#6G
A1
MNDOT SERVICE CABINET TYPE
L1 AND EQUIPMENT PAD
HH
1.5" EMPTY CONDUIT
LIGHTING UNIT A
LIGHTING HANDHOLE
EXISTING LIGHTING UNIT
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 2:42pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_L101.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSXT, 193805693-XSNL, 193805693-XSNOTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
0 25 50
N
LIGHTING PLAN
42ND AVENUE N. (CSAH 9)
112
PBR
MAF
MAF
MTF
MTF
193805693 138
0 25 50
N
MATCHLINE511+00MATCHLINE511+00MATCHLINE517+00
H
C
G-VENT
U
S S S
S
SS
SS
SS
H
H
CTRAN
TRAN
H
SERVICE ENTRANCE
CABINET TYPE L1
A7
UNDERGROUND SERVICE
LATERAL
A8
BENCHBENCHBOONE AVE N.AQUILA AVE N.42ND AVE N. (CSAH 9)
ROW
UE
ROW
42ND ST
GETHSEMANE CEMETERY
4200
4201
8610
4200
4151
VALLEYWOOD
APARTMENTS
ROW
ROW
ROW
C
SS
SSSS
A6
A5ZEALAND AVE N.42ND AVE N. (CSAH 9)
ROW
UE
ROW
42ND ST
GETHSEMANE CEMETERY
8420
APARTMENTS ON 42
N
D
AVENUE
4200
APARTMENTS
4201
8500
HERITAGE DENTAL
LEGEND NOTES:
1.SEE CITY STANDARD PLATES FOR ALL
LIGHTING UNIT DETAILS.
2.FINAL AND LIGHTING UNIT PLACEMENT
SHALL BE DETERMINED IN THE FIELD.
3.IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO UTILIZE THE GOPHER
ONE CALL EXCAVATION NOTICE SYSTEM
FOR ALL UTILITY LOCATION. NOTE THAT
NOT ALL PUBLIC AND PRIVATE UTILITIES
ARE SHOWN ON THE LIGHTING PLANS.
1.5" NMC CONDUIT
(DIRECTIONAL DRILL)
3#6,1#6G
A1
MNDOT SERVICE CABINET TYPE
L1 AND EQUIPMENT PAD
HH
1.5" EMPTY CONDUIT
LIGHTING UNIT A
LIGHTING HANDHOLE
EXISTING LIGHTING UNIT
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 2:43pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_L101.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSXT, 193805693-XSNL, 193805693-XSNOTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
0 25 50
N
LIGHTING PLAN
42ND AVENUE N. (CSAH 9)
113
PBR
MAF
MAF
MTF
MTF
193805693 138
0 25 50
N
MATCHLINE517+00MATCHLINE523+00MATCHLINE523+00MATCHLINE529+00
H
H
C
C
U
H
S
HHH
H
H H
H
H
BENCH
TRASH
S
S
SS
SS CON
H
H
HXYLON AVE N.42ND AVE N. (CSAH 9)
ROW
UE
ROW42ND ST
GETHSEMANE CEMETERY
HYVEE GAS
8320
WELLS FARGO BANK
ROW ROW
LEGEND NOTES:
1.SEE CITY STANDARD PLATES FOR ALL
LIGHTING UNIT DETAILS.
2.FINAL AND LIGHTING UNIT PLACEMENT
SHALL BE DETERMINED IN THE FIELD.
3.IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO UTILIZE THE GOPHER
ONE CALL EXCAVATION NOTICE SYSTEM
FOR ALL UTILITY LOCATION. NOTE THAT
NOT ALL PUBLIC AND PRIVATE UTILITIES
ARE SHOWN ON THE LIGHTING PLANS.
1.5" NMC CONDUIT
(DIRECTIONAL DRILL)
3#6,1#6G
A1
MNDOT SERVICE CABINET TYPE
L1 AND EQUIPMENT PAD
HH
1.5" EMPTY CONDUIT
LIGHTING UNIT A
LIGHTING HANDHOLE
EXISTING LIGHTING UNIT
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 2:43pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_L101.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSXT, 193805693-XSNL, 193805693-XSNOTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
LIGHTING PLAN
42ND AVENUE N. (CSAH 9)
114
PBR
MAF
MAF
MTF
MTF
193805693 138
0 25 50
N
MATCHLINE529+00MATCHLINE535+00LIGHTING Q
STATION
TO
STATION
OFFSET
RANGE ALIGN
LIGHTING
UNIT
TYPE
SPECIAL
LIGHT
FOUNDATION
DESIGN E
SERVICE
CABINET
TYPE L1
EQUIPMENT
PAD
B
CONDUIT
1.5" NMC
CONDUIT
1.5" NMC
(DIRECTIONAL BORE)
CONDUIT
2" NMC
UNDER
GROUND
WIRE
1/C 2 AWG
UNDER
GROUND
WIRE
1/C 6 AWG
NOTES
EACH EACH EACH EACH LF LF LF LF LF
SAP 182-020-028
505+00 - 511+00 LT 42ND AVE 2 2 50 395 1780
505+00 - 511+00 RT 42ND AVE 2 2 50 419 1876
511+00 - 517+00 LT 42ND AVE 1 1 50 599 2596
511+00 - 517+00 RT 42ND AVE 2 2 50 593 2572
517+00 - 523+00 LT 42ND AVE 2 2 50 808 3432
517+00 - 523+00 RT 42ND AVE 1 1 50 646 40 120 2944
523+00 - 529+00 LT 42ND AVE 1 1 50 83 532
523+00 - 529+00 RT 42ND AVE 1 1 50 562 2448
529+00 - 535+00 LT 42ND AVE
529+00 - 535+00 RT 42ND AVE
535+00 - 541+00 LT 42ND AVE
535+00 - 541+00 RT 42ND AVE
541+00 - 546+00 LT 42ND AVE
541+00 - 546+00 RT 42ND AVE
SAP 182-020-028 TOTAL 11 11 1 1 400 4105 40 120 18180
TOTAL 11 11 1 1 400 4105 40 120 18180
HANDHOLE
BASE COVER
LEVELING NUTS
ANCHOR BOLTS
CONDUIT
D D
3" SPA.@ TOP
BARS
Ø16"3'-0 3/16"16'-0" (POLE HEIGHT)19'-3 1/4" (NOMINAL HEIGHT)4'- 2 1/2"1'-6"2'-0"2'-0"
FLOAT IN CONC.
SURFACE
#4 HORIZONTAL TIES SPACED @12" MAX. OR AS SHOWN
6-#6 REINFORCING BARS FULL DEPTH
READY MIXED MIN. 3000 PSI AIR
ENTRAINED CONCRETE.
BOLT DIAMETER & PROJECTION
TO BE AS RECOMMENDED BY
MANUFACTURE.
5/8" X 20'-0"
GROUND ROD6'-0"2'-0" FINISHED GRADE
SIGN REFER TO C8.01
FOR DETAILS.
SIGNS/
BANNERS
BY OWNER
9'- 9 1/2"C CONCRETE BASE DETAIL
NOT TO SCALE
D SECTION - NEW
NOT TO SCALE
A LIGHTING UNIT TYPE SPECIAL (16')
NOT TO SCALE
B LIGHTING UNIT TYPE SPECIAL (16')
NOT TO SCALE 2"2"SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 2:43pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_L102.dwgXrefs:, 193805693_BorderTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
LIGHTING PLAN
DETAILS
116
PBR
MAF
MAF
MTF
MTF
193805693 138
NOTES:
1)POLE SHAFT SHALL BE BACK RAKED TO SET PLUMB UNDER NORMAL LOAD.
2)SEE SPECIAL PROVISIONS FOR PAINTING AND GALVANIZING REQUIREMENTS OR MAST ARM SIGNAL POLES.
CONCRETE FOUNDATION
ROTATABLE H-BASE
SET CONCRETE FOUNDATION ELEVATION TO MAINTAIN CLEARANCE AT END OF
MAST ARM BY ADJUSTING FOR ROADWAY GRADE
8 - DN 1 1 2" IPS SEMI-BLIND HUBS MOUNTED ON POLE AT 0°, 90°,
180°, AND 270° AS MEASURED CLOCKWISE FROM CENTERLINE OF
MAST ARM TO CENTER OF HUBS
3 4" DIA. HALF COUPLING WITH PLASTIC
THREADED PIPE COVER FOR VIDEO
APPLICATIONS
3 4" DIA. HALF COUPLING (EVP HUB)
SIGN BRACKET
2 3 8" O.D. SLIPFITTER WITH 3" X 5"
HANDHOLE
SIGN BRACKET
2 3 8" O.D. SLIPFITTER
SIGN BRACKET
ROTATABLE TYPE CONNECTION FOR
LUMINAIRE SHAFT EXTENSION OR POLE CAP
DAVIT TYPE ROTATABLE LUMINAIRE
SHAFT EXTENSION MOUNTED AT 350°
MEASURED CLOCKWISE FROM CENTERLINE
OF MAST ARM WITH VIDEO CAMERA
EXTENSION SHAFT OR POLE CAP
2 3 8" O.D. SLIPFITTER
RADIUS
LUMINAIRE MOUNTING HEIGHT (SEE TABULATION)21' 0""B"
"C"
"D"
"E"
"A"
"J"
"I"
"H"
"G"
"F"18' 0"12' 8"9' 6"3' 6"DAVIT ARM LENGTH AS TABULATED
CLASSIC HEAVY MAST ARM SIGNAL POLE AND ROTATABLE LUMINAIRE SHAFT EXTENSION
(NO SCALE, SEE SPECIAL PROVISIONS)
NOTES:
1.)ALL DIMENSIONS ARE IN INCHES.
2.)COLOR - WHITE LEGEND AND BORDER ON GREEN BACKGROUND. ALL SIGNING SHALL USE DG3 SIGN SHEETING.
3.)ALL COSTS TO PROVIDE AND INSTALL MAST ARM MOUNTED SIGN PANELS SHALL BE INCLUDED IN THE UNIT
PRICE BID FOR THE PAY ITEM TRAFFIC CONTROL SIGNAL SYSTEM (SYSTEM).
MAST ARM POLE MOUNTING DETAILS
POLE
MAST ARM DIMENSIONS
LUMINAIRE
MOUNTING
HEIGHT
DAVIT
ARM
LENGTH
VIDEO SHAFT
MOUNTING
HEIGHT
"A""B""C""D""E""F""G""H""I""J"
MAST
ARM
SIGN
BRACKET
EVP
HUB
VIDEO
HUB
SIG
HEAD SIGN SIG
HEAD SIGN SIGN SIGN
MA 1 40.0'2.0'4.0'6.0'12.0'-24.0'29'32'-35.0'8.0'40.0'
MA 2 25.0'2.0'4.0'6.0'12.0'--16'19'-40.0'8.0'
MA 3 35.0'2.0'4.0'6.0'12.0'-24.0'29'32'-40.0'8.0'
MA 4 25.0'2.0'4.0'6.0'12.0'--16'19'-40.0'8.0'588.8 36.2 8 22.2 8.8 51884
3.0" Radius, 1.0" Border, White on, Green;
"Boone Ave", E Mod 2K;
8.8 16.8 24.0 32.0 39.7 53.0 62.1 69.9Boone Av e 588.2 31.4 8 22.2 8.2 51878
3.0" Radius, 1.0" Border, White on, Green;
"42nd Ave", E Mod 2K;
8.2 17.6 26.6 34.4 47.6 56.8 64.542nd Av e
PBR
MAF
MAF
JDP
JDP
193805693 138
TRAFFIC SIGNAL PLAN
MAST ARM DETAIL
118
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/24/2023 - 7:20amDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C930.dwgXrefs:, 193805693_BorderTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
VIDEO DETECTION CAMERA
CABLE TIE
* ADJUSTABLE CAMERA MOUNT
(BAND CLAMP)
TRAFFIC SIGNAL MAST ARM
3 4" WEATHERTIGHT STRAIN RELIEF CABLE ENTRY
CONNECTIOR
VIDEO DETECTION CAMERA CABLE
* HEIGHT OF MOUNTING BRACKET SHALL FACILITATE A CLEAR LINE OF SIGHT TO THE
INTENDED FIELD OF VIEW AND ALLOW FOR FREE MOVEMENT OF THE VIDEO CAMERA. IF
REQUIRED ALL COSTS TO PROVIDE AND INSTALL ADJUSTABLE CAMERA MOUNT SHALL BE
INCLUDED IN THE UNIT PRICE BID FOR TRAFFIC CONTROL SIGNAL SYSTEM (SYS).
* HEIGHT OF MOUNTING BRACKET SHALL FACILITATE A CLEAR LINE OF SIGHT TO THE
INTENDED FIELD OF VIEW AND ALLOW FOR FREE MOVEMENT OF THE VIDEO CAMERA. IF
REQUIRED ALL COSTS TO PROVIDE AND INSTALL ADJUSTABLE CAMERA MOUNT SHALL BE
INCLUDED IN THE UNIT PRICE BID FOR TRAFFIC CONTROL SIGNAL SYSTEM (SYS).
TRAFFIC MANAGEMENT VIDEO CAMERA
MOUNTING LOCATION IF SHOWN IN THE PLAN
LUMINAIRE
LUMINAIRE DAVIT ARM
TRAFFIC MANAGEMENT VIDEO CAMERA
SHAFT EXTENSION
LUMINAIRE SHAFT EXTENSION
* ADJUSTABLE CAMERA MOUNT (BAND CLAMP)
VIDEO DETECTION CAMERA MOUNTING LOCATION
IF SHOWN IN THE PLAN
TRAFFIC SIGNAL MAST ARM
TRAFFIC SIGNAL TRANSFORMER BASE
TRAFFIC SIGNAL POLE UPRIGHTFIELD OF VIE
W
* MAST ARM MOUNTING POLE LENGTH SHALL BE 74", ALL HARDWARE SHALL BE STAINLESS
STEEL, AS DIRECTED BY THE ENGINEER.
ADJUSTABLE CAMERA MOUNTING DETAIL
(NO SCALE)
VIDEO DETECTION CAMERA MOUNTING DETAIL
(NO SCALE)
VIDEO CAMERA LOCATIONS DETAIL
(NO SCALE)
TRAFFIC SIGNAL PLAN
CAMERA MOUNTING DETAILS
119
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/24/2023 - 7:20amDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C930.dwgXrefs:, 193805693_BorderTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
PBR
MAF
MAF
JDP
JDP
193805693 138
7"+
4.25"-ABOVE SIDEWALK LANDING AREA+-15"SILICONE BEAD
ACCESSIBLE
PEDESTRIAN
PUSH BUTTON
UNIT W/SIGN
PUSH BUTTON
SIDEWALK
LANDING
AREA
1'' RIGID STEEL CONDUIT
RIGID STEEL CONDUIT SWEEP
1/2" ROUNDED RADIUS
1" RIGID PVC CONDUIT WITH END
BELL (2"+/- 1/2" PROJECTION)
NOMINAL 4" NATIONAL PIPE THREAD (NPT)
AS REQUIRED AT THE END OF THE PIPE.
3" REFLECTIVE SHEETING
DRILL 3/4" HOLE
FOR WIRES
DRILL 25/64"
HOLES (2)
FOR BLIND
THREADED INSERT
3" REFLECTIVE
SHEETING
6" BOLT
CIRCLE
BREAKAWAY
BASE
ANCHOR
RODS
<
NOTES:
APS PUSH BUTTON STATION
3' 6'' 6'' MIN.6' WALK
C&G
6' WALK C&G C&GCROSSWALK
CROSSWALK
C&G6' WALK6' WALK
(SHOWN)
PB2-1
CROSSWALK CROSSWALK(SHOWN)
CURB IF NEEDED
TWIN PERPENDICULARS
DEPRESSED CORNER
PB4-2A
B
C D
THIS DETAIL APPLIES TO ALL DESIGNS WHEN
PUSH BUTTONS ARE AT THE TOP OF A RAMP
THIS DETAIL APPLIES TO ALL DESIGNS WHEN
PUSH BUTTONS ARE AT THE BOTTOM OF A RAMP
LANDING
NON-WALKABLE
SURFACE
LANDING
NON-WALKABLE
SURFACE
9"
9"
9"
12"
12"
CONCRETE
WALK
CONCRETE
WALK
A - DISTANCE MEASURED FROM THE PUSH BUTTON
TO THE FRONT OF LANDING/TOP OF RAMP
B - CLEAR DISTANCE MEASURED FROM THE PUSH BUTTON
TO THE BACK OF LANDING/EDGE OF WALK
C - CLEAR DISTANCE MEASURED FROM THE PUSH BUTTON TO THE
OUTSIDE EDGE OF DOMES IN THE DIRECTION OF TRAVEL
D - CLEAR DISTANCE FROM THE PUSH BUTTON TO THE BACK OF
LANDING MEASURED IN THE OPPOSITE DIRECTION OF TRAVEL
TYPICAL APS PEDESTRIAN PUSH BUTTON LOCATION
THIS IS A GENERAL DETAIL INTENDED TO SHOW THE REQUIREMENTS OF APS PUSH BUTTON LOCATION. FOR PROJECT
SPECIFIC INFORMATION REGARDING PEDESTRIAN RAMP LAYOUT AND PUSH BUTTON LOCATIONS, SEE THE PLAN.
SUPPLEMENTAL GUIDANCE FOR CONSTRUCTING COMPLIANT APS PUSH BUTTONS:
CONTRACTOR MUST USE OPTION 1 OR 2 WHEN THE APS PUSH BUTTON
IS SHOWN AT THE EDGE OF WALK. OPTION USED (OR SELECTED)
MUST BE THE SAME THROUGHOUT THE ENTIRE PROJECT.
ANCHOR ROD PLACEMENT
OPTION 1 OPTION 2
THE FACE OF THE BUTTON SHALL BE PARALLEL WITH THE OUTSIDE EDGE OF CROSSWALK.
A MINIMUM 4 FT X 4 FT LANDING AREA SHALL BE PROVIDED ADJACENT TO EACH BUTTON,
WITH A 2 PERCENT MAXIMUM SLOPE IN ALL DIRECTIONS.
BUTTONS SHALL BE WITHIN 5 FT OF THE OUTSIDE EDGE OF THE CROSSWALK.
BUTTONS SHALL BE BETWEEN 1.5 FT AND 10 FT FROM THE BACK OF CURB OR EDGE OF
ROADWAY, MEASURED IN THE DIRECTION OF TRAVEL. STANDALONE PUSH BUTTON STATIONS
SHOULD BE 4' MINIMUM FROM THE BACK OF CURB TO AVOID KNOCKDOWNS.
BUTTONS SHALL BE AT LEAST 10 FT APART.
PROVIDE A MAINTENANCE ACCESS ROUTE (MAR) WHEREVER POSSIBLE FOR SNOW REMOVAL
PURPOSES. A MAR REQUIRES A 6 FT MINIMUM CLEAR DISTANCE BETWEEN A PUSH BUTTON
AND ANY OBSTRUCTIONS,INCLUDING BUILDINGS, V-CURB, ELECTRICAL FOUNDATIONS,
SIGNAL CABINETS, OR ANOTHER PUSH BUTTON.
BUTTON SHOULD BE 2 FT MINIMUM FROM RAMP GRADE BREAK AND BACK OF WALK.
12'' MIN.
CONCRETE MIX
3F52 OR EQUAL
4'' TRADE SIZE DIAMETER ALUMINUM SHAFT
(SCHEDULE 40 ALUMINUM - 48" LENGTH)
SPUN FINISHED. ANODIC COATING AS PER
MIL-A-8625C FOR TYPE II, CLASS I COATING.
5/8"(UNC) X 7 1/2" +/- 1/4" STAINLESS
STEEL ROD IN ACCORDANCE WITH MNDOT
3385.2D RODS AND CHAMFERED
(ROUNDED) EDGE ON BOTH ENDS.
DRILL 4 - 3/4" HOLES 6" DEEP
INSERT FOUR ANCHOR RODS USING TWO PART
EPOXY FOUND ON THE MNDOT APL FOR SIGNALS
18" DIAMETER
ANODIZED ALUMINUM
DOME CAP
COMPACTED AGGREGATE BEDDING
APS PUSH BUTTON BASE (SEE MNDOTS
APPROVED/QUALIFIED PRODUCTS LIST)
PLACEMENT AND ORIENTATION OF THE PUSH BUTTON STATION IS CRITICAL. MOUNT THE BUTTON
SO THAT THE FACE IS PARALLEL WITH THE ASSOCIATED CROSSWALK. SCREW IN SHAFT TO A
TIGHTENED POSITION BEFORE MOUNTING ACCESSIBLE PEDESTRIAN PUSH BUTTON UNIT TO THE SHAFT.
ORIENT ACCESS OPENING ON THE BREAKAWAY PEDESTAL DIRECTLY BELOW THE APS BUTTON.
PLUMB THE PUSH BUTTON STATION WITH LEVELING SHIMS IN ACCORDANCE WITH STANDARD PLATE 8129.
INSTALL BLIND THREADED INSERTS USING MANUFACTURER'S SPECIFIC INSERTION TOOL.
USE ZINC PLATED STEEL 1/4 - 20 UNC BLIND THREADED INSERTS SUITABLE FOR MOUNTING ON SURFACE
WALL THICKNESS OF .337. APPROVED BLIND INSERTS ARE LISTED ON MNDOT'S APPROVED/QUALITY
PRODUCTS LIST WEBSITE FOR TRAFFIC SIGNALS.
USE APS 1/4 - 20 STAINLESS STEEL MOUNTING BOLTS. APPLY BRUSH ON ANTI SEIZE COMPOUND TO
BOLTS PRIOR TO ASSEMBLY.
APPLY A BEAD OF 100% SILICONE SEALANT ALONG THE TOP OF THE PUSH BUTTON UNIT WHERE IT
COMES IN CONTACT WITH THE 4" SHAFT.
USE WHITE REFLECTIVE SHEETING AT INTERSECTION CORNERS AND YELLOW REFLECTIVE SHEETING
IN CENTER MEDIANS. APPROVED TUBE DELINEATOR SHEETING IS LISTED ON MNDOT'S APPROVED/QUALIFIED
PRODUCTS LIST WEBSITE FOR SIGNING.
AN 18" X 6" FIBER FORMING TUBE MAY BE USED FOR THE LOWER HALF OF THE FOUNDATION WHEN
CONDITIONS DO NOT ALLOW FOR THE 18" X 6" HOLE TO STAND OPEN.
1:2 (V:H) SLOPE
THE PUSH BUTTON STATION FOUNDATION IS MONOLITHIC (POURED AT ONE TIME) WITH THE SIDEWALK.
PROVIDE A 1:2 (V:H) SLOPE GRADE WHERE THE 6" MIN SIDEWALK DEPTH TRANSITIONS TO THE 12" MIN
FOUNDATION DEPTH. MAINTAIN THE COMPACTED AGGREGATE BEDDING AND THICKNESS USED FOR THE
SIDEWALK THROUGHOUT THE SLOPE AND FOUNDATION GRADING. PROVIDE 1:2 (V:H) SLOPE GRADING 360
DEGREES FOR THE TRANSITION FROM THE SIDEWALK TO THE FOUNDATION WHEN THE FOUNDATION IS NOT
LOCATED NEAR EDGE OF SIDEWALK AND IS SURROUNDED BY CONCRETE WALK.
ENSURE CONCRETE CONTROL JOINTS AND EDGE OF CONCRETE WALK ARE A MINIMUM 9" FROM THE CENTER
OF THE PUSH BUTTON FOUNDATION.
GROUND LINE
TRAFFIC SIGNAL PLAN
APS PUSH BUTTON DETAIL
121
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/24/2023 - 7:20amDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C930.dwgXrefs:, 193805693_BorderTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
PBR
MAF
MAF
JDP
JDP
193805693 138
23"
19"
16"12"14"17"3 1/2"1 1/2"17 1/4"2"1"17"
15"
19"
10"13"32"34 1/2"4"21"5"39 1/4"56 3/4"27"
23"16"60"54 1/2"13 1/4"TB2 (60 AMP)
CIRCUIT BREAKER
CAPPED AND VENTED ROOF
FRONT ELEVATION
HINGE (TYPICAL)
CUTOUT PROVISIONS FOR
CIRCUIT BREAKERS
DEAD FRONT LATCH
HINGED DEAD FRONT DOOR
LUMINAIRE TEST SWITCH
TWO (2) CUTOUT PROVISIONS
FOR BATTERY BACKUP BYPASS
SWITCH SMALL - 4" W X 5 3/4"
H LARGE - 5" W X 6 3/4" H
POLICE LOCK WITH SWING
DOWN PLATE
3PT LATCH WITH PADLOCKING
PROVISIONS
HINGED FRONT DOOR
4" LOUVERED VENTS WITH
PERFORATED STAINLESS STEEL
SCREEN BACKING
ALUMINUM BASE FRAME
FRONT ELEVATION (DOOR REMOVED)
TYPICAL SERVICE CABINET DETAILS
ENCLOSED PHOTOELECTRIC
CELL
PHOTOELECTRIC CONTROL
VIEWING WINDOW
LOAD CENTER CIRCUIT
BREAKERS
2PT TERMINAL BLOCK
GROUND BUS
4P CONTACTOR
LUMINAIRE TEST SWITCH
NEUTRAL BUS
3PT TERMINAL BLOCK
BATTERY BACKUP BYPASS
SWITCH
ADJUSTABLE REMOVABLE
SHELF
3" WIDE LOAD POWER WIRE
WAY
ALUMINUM BARRIER BETWEEN
LINE AND LOAD POWER
ADJUSTABLE REMOVABLE
SHELF
RACK STANDARD
ADJUSTABLE REMOVABLE
SHELF
3PT LATCH WITH PADLOCKING
PROVISIONS
POLICE LOCK WITH SWING
DOWN PLATE
UNISTRUT RAILS
3" WIDE LINE POWER WIRE
WAY WITH COVER
ALUMINUM BARRIER BETWEEN
LINE AND LOAD POWER
HINGED BACK DOOR
HINGE (TYPICAL)
METER (BY OTHERS)
METER SOCKET (BY OTHERS)
PHOTOELECTRIC CONTROL
VIEWING WINDOW
BACK ELEVATION RIGHT SIDE ELEVATION SERVICE CABINET BASE DETAILS
ALUMINUM BASE FRAME WITH
OPEN BOTTOM
FOUR (4) 1" X 2 1/2" SLOTTED
MTG. HOLE FOR ANCHOR RODS
SERVICE CABINET SHELF DETAILS
17" X 2" ADJUSTABLE SLIDING
RACK BRACE
THREE (3) 2" DIA. HOLES WITH
GROMMETS FOR WIRING
LUMINAIRE
CONTROL POWER
TEST BY-PASS
TOGGLE SWITCH
TO SIGNAL
CABINET
NEUTRAL
BUS
PHOTOCELL
TEST
AUTO
GROUND
ROD
2
4 3
1
NEUTRAL BUSFEED POINT WIRING DIAGRAM
MAIN SERVICE, 120/240V, SINGLE PHASE, 3 WIRE
METER SOCKET
5 TERMINAL 200 AMP
RINGLESS SOCKET WITH
MECHANICAL BYPASS
MAIN
100A/2P
CONTROL
LUMINAIRE
LUMINAIRE
LUMINAIRE
LUMINAIRE
60A/1P
15A/1P
15A/1P
15A/1P
15A/1P
15A/1P
CONTACTOR
30A/4P
STREET LIGHTS METERED POWER
SIGNAL SERVICE METERED POWER
TO SIGNAL CONTROLLER CABINET
6pr #19 TO SIGNAL CONTROLLER
CABINET
BATTERIES
UPS
BATTERY BACK-UP SYSTEM
AC OUT
NEU
GND
AC IN
6pr #19
GROUND BUSCONSTRUCTION NOTES
1.EACH SERVICE CABINET SHALL BE FABRICATED FROM 1/8" ALUMINUM FOR OUTDOOR WEATHERPROOF SERVICE. AFTER FABRICATION. THE SERVICE
CABINET, BOTH INSIDE AND OUTSIDE, SHALL BE PROTECTED WITH AN EXTERNAL THIRTY (30) MINUTE CLEAR ANODIZED FINISH.
2.ALL HINGES, HINGE PINS AND LOCKS SHALL BE OF NON-CORRODING CONSTRUCTION.
3.THE SERVICE CABINET DOORS SHALL BE ATTACHED TO THE ENCLOSURE WITH NON-CORRODING TAMPERPROOF CARRIAGE BOLTS AND SECURED
WITH A STANDARD POLICE LOCK COMPLETE WITH A NUMBER 2 KEY AND SWING DOWN PLATE. PROVIDE ONE (1) KEY.
4.BOTH DOOR OPENINGS SHALL BE PROVIDED WITH A NEOPRENE GASKET TO FORM A COMPLETE SEAL WITH THE ENCLOSURE.
5.PROVIDE A 2" DIA. WEATHERPROOF AND VANDAL RESISTANT CLEAR PLASTIC PHOTOELECTRIC CONTROL VIEWING WINDOW. LOCATED IN THE TOP
SECTION OF THE CABINET AND ON THE LEFT OR RIGHT SIDE OF THE CABINET, ORIENTED TO ELIMINATE INTERFERENCE BY MANMADE LIGHT
SOURCES AND SHALL NORMALLY FACE NORTH OR EAST.
6.THE CIRCUIT BREAKERS SHALL BE 120/240 VOLT AC, 60 HZ, AND SHALL BE CLEARLY MARKED WITH THE "ON" AND "OFF" POSITIONS AND IDENTIFIED
WITH THE LOAD WHICH IT IS CARRYING (E.G. "SIGNALS", "LUMINAIRE WITH NUMBER" OR "FUTURE"). ALL CIRCUIT BREAKERS SHALL BE CLEARLY
MARKED IN A MANNER THAT WILL NOT DETERIORATE WITH MOISTURE OR AGE.
7.SHORT CIRCUIT RATING - 10,000 AIC SYMMETRICAL.
8.PROVIDE A PHOTOELECTRIC CONTROL CELL AND LUMINAIRE TEST SWITCH WITHIN THE CABINET.
9.PROVIDE CLEARANCE TO INSTALL OR REMOVE THE PHOTOELECTRIC CONTROL CELL.
10.ALL CONDUIT ENTERING THE FOUNDATION SHALL BE SEALED WITH AN APPROVED DUCT SEAL.
11.EACH SERVICE CABINET SHALL BE U.L. LISTED AND LABELED AS "SUITABLE FOR USE AS SERVICE ENTRANCE EQUIPMENT" AND APPROVED FOR
OUTDOOR USE.
12.EACH SERVICE CABINET SHALL BE WELDED TO THE BASE IN ACCORDANCE WITH U.L. STANDARDS.
13.SEE THE INTERSECTION LAYOUT FOR THE REQUIRED NUMBER OF LUMINAIRES AT EACH INTERSECTION.
14.A 1/2" THICK SOLID BUTYL RUBBER GASKET SHALL BE PROVIDED BETWEEN THE CONCRETE FOUNDATION AND THE SERVICE CABINET. THE GASKET
SHALL CONSIST OF FOUR (4) STRIPS, SIZED TO FIT THE BASE INCLUDING CORNER HOLE/SLOTS TO ACCOMMODATE THE ANCHOR RODS. PROVIDE A
1/2" GAP FOR DRAINAGE.
15.UNISTRUT RAILS (#A400EA OR EQUIVALENT) USED FOR SHELF SUPPORTS FOR THREE (3) ADJUSTABLE AND REMOVABLE SHELVES SHALL BE MOUNTED
TO THE SIDES OF THE SERVICE CABINET.
16.THE 19" RACK IN THE BASE OF THE CABINET SHALL BE CONSTRUCTED TO TIA/EIA 3100 STANDARDS.
17.THE SERVICE CABINET SHALL BE SUPPLIED AND INSTALLED WITH BATTERY BACK-UP EQUIPMENT.
18.ONE (1) SERVICE CABINET SHALL BE INSTALLED ON EACH EQUIPMENT PAD, SEE THE EQUIPMENT PAD DETAIL SHEETS FOR ADDITIONAL DETAILS.
TRAFFIC SIGNAL PLAN
SERVICE CABINET DETAIL
122
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/24/2023 - 7:20amDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C930.dwgXrefs:, 193805693_BorderTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
PBR
MAF
MAF
JDP
JDP
193805693 138
LOCKING BOLTS
7/16" X 2"
GRADE 5
JAM NUT
1/2" DIMPLE (2)
BY POLE MFG"R.
CLOSE
NIPPLE
O RING
FLANGE
4-3/4"
1-1/2"
NOM.
1-1/2" HEAVY
SCHEDULE 80
STAINLESS STEEL
PIPE NIPPLE
(4) 15/32"
THREADED
HOLES
5-1/2"
PVC
TUBE
C
5-3/4"
4-3/4"
LOCKING
BOLTS 1/2"
1/2" LOCK
WASHER
1/2" NUT
1/2" DIMPLE (2)
(BY POLE MFG'R.)
1-1/2"
NOM.
1-1/2" HEAVY
SCHEDULE 80
STAINLESS STEEL
PIPE
POLE HUB
(BY POLE
MFG'R.)
POLE
(BY POLE
MFG'R.)
(4) 1/2"
THREADED
HOLES(4) 7/16" X
1" SLOTTED
HOLES (FOR
SIGNAL MOUNT)
FLANGE
ALL THREADED SURFACES TO BE
COATED WITH ANTI-SEIZE COMPOUND.
NOTE:
3 1/2"
PIPE
BACKGROUND
SHIELD
YELLOW
ARROW
BI-MODAL
GREEN
ARROW AND
YELLOW
FLASHING
ARROW
5 SECTION FYA
CLUSTER HEAD DETAIL
THREADED HUB AND FLANGE POLE ADAPTOR
EXTENDED THREADED POLE ADAPTER
MAST ARM
12'-8"9'-6"3'-2" ANGLE MOUNTPLUMBIZERANGLE & STRAIGHT
MOUNT CAP
NOT TO SCALE
BOTTOM OF
TRANSFORMER
BASE
TYPICAL SIGNAL POLE MOUNTING
THREADED HUB &
FLANGE POLE
ADAPTOR
NOTES:
1. ALL THREADED SURFACES TO BE COATED WITH ANTI-SEIZE COMPOUND.
2. USE SIGNAL HEAD MOUNTED SPACERS FOR 4 SECTION POLY HEADS.
3. SEE STANDARD PLATE NUMBER 8123 FOR ADDITIONAL SIGNAL POLE DETAILS.
4. EXTENDED THREADED POLE ADAPTOR ONLY USED WITH 5 SECTION CLUSTER HEADS.USE SPACERSWITH 4SECTION HEADS3'-6"ABOVE LANDINGACCESSIBLE
PEDESTRIAN
PUSHBUTTON
UNIT W/SIGN
PEDESTRIAN
PUSHBUTTON
APS PUSH
BUTTON POLE
MOUNT ADAPTOR
6"MINDRILL 1/2"
HOLE FOR
WIRE
WHEN MOUNTING 5
SECTION CLUSTER
HEAD ASSEMBLIES
USE EXTENDED
THREADED POLE
ADAPTORS
DRILL 25/64"
HOLES (2)
FOR BLIND
THREADED
INSERT
TRAFFIC SIGNAL PLAN
POLE MOUNTING DETAIL
125
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/24/2023 - 7:21amDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C930.dwgXrefs:, 193805693_BorderTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
PBR
MAF
MAF
JDP
JDP
193805693 138
4-2H
U
H
U
H
H
E-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-B
TRAN
TRAN
H
BENCHBENCH42ND AVE N (CSAH 9)
42ND AVE
N
(
C
S
A
H
9
)BOONE AVE N∅2 & ∅5 EVP
3
4
1
2
∅1 & ∅6 EVP
V112'
12'
14'
12'
14'
12'
14'
12'
12'
14'
16'
16'
16'
16'
12'
12'
POSTED SPEED 40 MPH
POSTED S
P
E
E
D
4
0
M
P
HPOSTED SPEED 30 MPHBOONE AVE NPOSTED SPEED 30 MPH∅4 & ∅7 EVPV4∅3 & ∅8 EVPV23
MA
4
MA
1
MA
2
MA
4
PBS
1
PBS
2
PBS
1
CAC
3
HH
2
HH
4
HH
6
HH 5
HH
1
SC
SC-1 TO HH-1
TO SOP-1
2" RSC
3-1/C#3
HH-4 TO HH-3
3" RSC
(DIRECTIONALLY DRILLED)
2-12/C #14
2-4/C #14 (PED)
1-3/C #14
1-3/C #14 (LUM)
2-2/C #14 (SHLD)
1-3/C #18 (VIDEO)
1-3/C #20 (SHLD)
1-1/C #6 GRN
PBS-3 TO HH-5
1" RSC
1-2/C #14 (SHLD)
PBS-1 TO HH-3
1" RSC
1-2/C #14 (SHLD)
MA-1 TO HH-2
3" RSC
3-12/C #14
2-4/C #14 (PED)
1-3/C #14
1-3/C #14 (LUM)
1-2/C #14 (SHLD)
1-3/C #18 (VIDEO)
1-3/C #20 (SHLD)
1-1/C #6 GRN
PBS-2 TO HH-4
1" RSC
1-2/C #14 (SHLD)
PBS-4 TO HH-7
1" RSC
1-2/C #14 (SHLD)
MA-2 TO HH-4
3" RSC
2-12/C #14
2-4/C #14 (PED)
1-3/C #14
1-3/C #14 (LUM)
1-2/C #14 (SHLD)
1-3/C #18 (VIDEO)
1-3/C #20 (SHLD)
1-1/C #6 GRN
MA-3 TO HH-5
3" RSC
3-12/C #14
2-4/C #14 (PED)
1-3/C #14
1-3/C #14 (LUM)
1-2/C #14 (SHLD)
1-3/C #18 (VIDEO)
1-3/C #20 (SHLD)
1-1/C #6 GRN
CAC TO MA1
1 1/4" RSC
1-CAT-6 (TMC)
SC-1 TO HH-2
2" RSC
2-3/C #14 (LUM)
SV-1 TO CAC
2-1 1/4" NMC (HDPE)
1-48 SM FO (SALVAGE AND INSTALL)
1-1/C#12
HH-5 TO HH-6
3" RSC
(DIRECTIONALLY DRILLED)
3-12/C #14
2-4/C #14 (PED)
1-3/C #14 (LUM)
1-3/C #14
2-2/C #14 (SHLD)
1-3/C #18 (VIDEO)
1-3/C #20 (SHLD)
1-1/C #6 GRN
HH-7 TO HH-8
2-3" RSC
(DIRECTIONALLY DRILLED)
5-12/C #14
4-4/C #14 (PED)
2-3/C #14
2-3/C #14 (LUM)
4-2/C #14 (SHLD)
2-3/C #18 (VIDEO)
2-3/C #20 (SHLD)
2-1/C #6 GRN
V3
CAC
3" RSC STUB
2" RSC STUB
1" RSC STUB
(THREAD AND CAP BOTH ENDS)
SC-1 TO CAC
2" RSC
2 - 1/C #8
1 - 1/C#6 GRN
2" RSC
1 - 6pr #19
CAC TO HH-2
2-3" RSC
5-12/C #14
4-4/C #14 (PED)
2-3/C #14
4-2/C #14 (SHLD)
2-3/C #18 (VIDEO)
2-3/C #20 (SHLD)
2-1/C #6 GRN
6-1
6-2
6-3
1-13-2TMC1
1
SV
1
SOP
3-18-28-15-2
5-1
2-3
2-2 7-22-1
3
PBS7-11-24-18
HH
7
HH
1
HH
SC-1 TO HH-8
2" RSC
2-3/C #14 (LUM)
HH-6 TO HH-7
3" RSC
(DIRECTIONALLY DRILLED)
3-12/C #14
2-4/C #14 (PED)
1-3/C #14 (LUM)
1-3/C #14
2-2/C #14 (SHLD)
1-3/C #18 (VIDEO)
1-3/C #20 (SHLD)
1-1/C #6 GRN
MA-4 TO HH-7
3" RSC
2-12/C #14
2-4/C #14 (PED)
1-3/C #14
1-3/C #14 (LUM)
1-2/C #14 (SHLD)
1-3/C #18 (VIDEO)
1-3/C #20 (SHLD)
1-1/C #6 GRN
CAC TO HH-8
2-3" RSC
5-12/C #14
4-4/C #14 (PED)
2-3/C #14
4-2/C #14 (SHLD)
2-3/C #18 (VIDEO)
2-3/C #20 (SHLD)
2-1/C #6 GRN
HH-3 TO HH-2
3" RSC
2-12/C #14
2-4/C #14 (PED)
1-3/C #14
1-3/C #14 (LUM)
3-2/C #14 (SHLD)
1-3/C #18 (VIDEO)
1-3/C #20 (SHLD)
1-1/C #6 GRN
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/24/2023 - 7:22amDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_C931.dwgXrefs:, 193805693_Border, 193805693-XSXT, 193805693-XSNO, 193805693-XSNS, 193805693-SIGNING & PM, 193805693-XSXVTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
0 20 40
N
TRAFFIC SIGNAL PLAN
INTERSECTION LAYOUT
126
PBR
MAF
MAF
JDP
JDP
193805693 138
SIGNAL SYSTEM OPERATION
- THE SIGNAL SYSTEM FLASH MODE SHALL BE ALL RED.
- ALL LEFT TURNS MAY OPERATE IN PERMISSIVE ONLY,
PROTECTED/PERMISSIVE OR PROTECTED ONLY PHASING MODES.
-ALL LEFT TURN PHASES MAY BE LEADING OR LAGGING.
-LEADING PEDESTRIAN INTERVAL MAY BE USED ON ALL APPROACHES.
-PROTECTED ONLY MODE DURING CONFLICTING PEDESTRIAN PHASE
MAY BE USED ON ALL APPROACHES.
-DUAL ENTRY: PHASES 4 AND 8
-SOFT RECALL: PHASES 2 AND 6
MA
2
MA
4
MA
3
N
P4-1P6-2
PBS-1
BOONE AVE N∅7 + ∅8∅4P8-2PBS-2∅1 + ∅2
∅6
P8-1CONTROLLER PHASING LAYOUT
∅2
∅5 + ∅6
PBS-4PBS-3
1
MA
BOONE AVE NP6-1
P2-2
P2-1P4-2∅3 + ∅4∅4 WALK∅8∅8 WALK∅6 WALK
∅2 WALK
(NO SCALE)
42ND AVE N
(CSAH 9)
42ND AVE N
(CSAH 9)PB4-1(B1)PB6-2
(C2)
PB2-2
(A2)
PB2-1
(A1)PB4-2(B2)PB8-1(D1)PB8-2(D2)PB6-1
(C1)
APS ADDRESS LABELING:
PHASE 2 = A
PHASE 4 = B
PHASE 6 = C
PHASE 8 = D
C:\Users\pws405\Hennepin County\Hennepin County Transportation Design - HC_Projects\2023_Mill_and_Overlay_2210800\Design\Plans\CSAH_9\CSAH_9_seq.dgn12/9/2022PWS405SHEET_1 [Sheet]
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
/ /
STATEMENT OF ESTIMATED QUANTITIES AND DETAILS
HC-4
HENNEPIN COUNTY PROJECTJ BELISLE
J BELISLE
M WOLFF HC-1
**
LC
CURB
CONCRETE
INPLACE
CONCRETE SURFACE
OVERLAY
TOP OF
CURB
CONCRETE
INPLACE
VARIABLE WIDTH
TACK (INCIDENTAL)
TYPICAL BITUMINOUS OVERLAY CURB SECTION
3" MILL & OVERLAY
CSAH 9
MILL FULL WIDTH - VARIABLE DEPTH TO TOP OF CONCRETE AS SHOWN ON PLAN SHEET
2 LIFTS - 1 1/2"
URBAN SECTION
ITEM 2231.501 (TON)
MIXTURE DRIVEWAY
BITUMINOUS PATCHING BOTTOM OF MILLING
CL
AT UTILITY VALVES
DETAIL FOR RAMPING
RAMPING AT MANHOLES
DETAILS FOR TEMPORARY
MILLED INTERSECTIONS
RAMPING DETAIL AT
INTERSECTION RAMPING DETAIL
PAVING OPERATIONS BEGIN.
NOTE(1): RAMPS SHALL BE REMOVED BEFORE
PATCHING MIXTURE DRIVEWAY
PAID AS BITUMINOUS
THE ENGINEER
2' TO 4' AS DIRECTED BY
INPLACE SIDESTREET/DRIVEWAY
BITUMINOUS
INPLACE
OVERLAY
TOP OF
LC
INPLACE SIDESTREET/DRIVEWAY
PATCHING MIXTURE DRIVEWAY
PAID AS BITUMINOUS
2' TO 4'
LC
(INCIDENTAL)
BITUMINOUS MIXTURE
M
IN
1
:15
¼"
(INCIDENTAL)
(RUBBER)
MANHOLE SAFETY RAMP
¼"
MIN 1:15 SLOPE
(INCIDENTAL)
BITUMINOUS MIXTURE
M
IN
1
:15
SLOPE
INPLACE BITUMINOUS
1.0'
INPLACE SIDESTREET/DRIVEWAY
(1)
(1)
(1)
3"
CONCRETE PAVEMENT
VARIESCURB AND GUTTER
CURB AND GUTTER
(FOR MILLED JOINT) (TON)
BITUMINOUS PATCHING MIXTURE
BY THE ENGINEER.SPWEB330B ITEM 2231.609
PATCHING MIXTURE IN AREAS AS DIRECTED
3" CONCRETE MILL AND PLACE BITUMINOUS
REPAIR & CONCRETE MILLING
DETAIL FOR TRANSVERSE PAVEMENT JOINT
FROM JOINT
MATERIAL
CLEAN LOOSE
3" OVERLAY
3" MILL AND
TACK (INCIDENTAL)
MIXTURE (FOR MILLED JOINT) (TON)
ITEM 2231.609 - BITUMINOUS PATCHING
PAVEMENT FOR JOINT REPAIR. (LIN FT)
ITEM 2232.603 - MILL CONCRETE
DIRECTED BY THE ENGINEER.
PATCHING MIXTURE IN AREAS AS
3" CONCRETE MILL AND PLACE BITUMINOUS
(CROSS SECTION VIEW)
(PLAN VIEW)
24"
24"24"
24"
CL
CSAH 9 - 42ND AVE
ENSIGN AVE NFLAG AVE NGETTYSBURG AVE NC:\Users\pws405\Hennepin County\Hennepin County Transportation Design - HC_Projects\2023_Mill_and_Overlay_2210800\Design\Plans\CSAH_9\CSAH_9_CP.dgn12/9/2022PWS405SHEET_1 [Sheet]
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
LICENSE NO.DATE / /
CONSTRUCTION PLAN
HENNEPIN COUNTY PROJECT
TRUDY B. ELSNER, LICENSED PROFESSIONAL ENGINEER
47344 12/15/2021
CSAH 9 - 42ND AVE
BOONE AVE N0'
SCALE
'50'25
0'
SCALE
'50'25
CSAH 9 - 42ND AVE N - SHEET 1 OF 3
HC-2
HC-4
OVER CONCRETE
3" MILL AND OVERLAY
LEGEND
OVER BITUMINOUS
2" MILL AND OVERLAY
IMH
100 IGTV
101
IMH
102
ICB
103
IMH
105
IGTV
106
IGTV
107
ICB
110
ICB
108
IMH
109
IMH
104
IGTV
111
IGTV
112
IGTV
113
IMH
114
IMH
115
IMH
116
IMH
118
ICB
119
ICB
117
IMH
120
ICB
121
IMH
126
IMH
122 IGTV
124
IMH
123
IGTV
125
IMH
127 IMH
128
ICB
131
IMH
133
ICB
132
IGTV
130
IMH
129
CSAH 9 - 42ND AVE ZEALAND AVE NAQUILA AVE NC:\Users\pws405\Hennepin County\Hennepin County Transportation Design - HC_Projects\2023_Mill_and_Overlay_2210800\Design\Plans\CSAH_9\CSAH_9_CP.dgn12/9/2022PWS405SHEET_2 [Sheet]
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
LICENSE NO.DATE / /
CONSTRUCTION PLAN
HENNEPIN COUNTY PROJECT
TRUDY B. ELSNER, LICENSED PROFESSIONAL ENGINEER
47344 12/15/2021
CSAH 9 - 42ND AVEXYLON AVE N0'
SCALE
'50'25
0'
SCALE
'50'25
CSAH 9 - 42ND AVE N - SHEET 2 OF 3
HC-3
HC-4
OVER CONCRETE
3" MILL AND OVERLAY
LEGEND
OVER BITUMINOUS
2" MILL AND OVERLAY
IMH
134
IMH
135
IMH
136
ICB
137
IMH
138
IGTV
139
IMH
143
ICB
140
ICB
142
ICB
141
IMH
144
IMH
148 ICB
146
ICB
145 IMH
147
IGTV
149
IGTV
150
IMH
154
IMH
155
ICB
151
ICB
153
ICB
152 ICB
156
CSAH 9 - 42ND AVE
C:\Users\pws405\Hennepin County\Hennepin County Transportation Design - HC_Projects\2023_Mill_and_Overlay_2210800\Design\Plans\CSAH_9\CSAH_9_CP.dgn12/9/2022PWS405SHEET_3 [Sheet]
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
LICENSE NO.DATE / /
CONSTRUCTION PLAN
HENNEPIN COUNTY PROJECT
TRUDY B. ELSNER, LICENSED PROFESSIONAL ENGINEER
47344 12/15/2021
CSAH 9 - 42ND AVEWINNETKA AVE NCSAH 9 - 42ND AVE N - SHEET 3 OF 3
HC-4
0'
SCALE
'50'25
0'
SCALE
'50'25
HC-4
OVER CONCRETE
3" MILL AND OVERLAY
LEGEND
OVER BITUMINOUS
2" MILL AND OVERLAY
IMH
158
ICB
157
IMH
161
ICB
159
IMH
162
ICB
160
IMH
164
ICB
163
IMH
174
ICB
165
ICB
166
ICB
185
ICB
188
IGTV
172
IGTV
171
IGTV
170
ICB
168
IMH
169 IMH
173
ICB
167
IMH
175
IGTV
176
IGTV
177
IMH
178
IGTV
179
IMH
181
IMH
180
IMH
182
IGTV
183
IMH
184
IMH
187
IMH
186
I:\RFA\PUBWORKS\2023\Council\1097 42nd Avenue Decorative Lights\3‐13 1097 Authorize Purchase
Request for Action
March 13, 2023
Approved by: Tim Hoyt, Acting City Manager
Originating Department: Public Works
By: Bernie Weber, Director
Agenda Title
Resolution authorizing the purchase of decorative streetlights for the 42nd Avenue Decorative Lighting Project
(Improvement Project 1097)
Requested Action
Staff is recommending that Council pass a resolution authorizing the purchase of eleven (11) decorative
streetlights to be installed on 42nd Avenue between Xylon Avenue and Gettysburg Avenue.
Policy/Past Practice
The City Council routinely considers public infrastructure improvement projects to extend the useful life of
the infrastructure and/or improve the level of service.
Background
The addition of decorative streetlights on 42nd Avenue North, west of Xylon Avenue North, are identified in
the 10‐Year CIP. These new lights will match the decorative lights that were installed on 42nd Avenue
between Xylon and Nevada Avenues in 2019. Eleven (11) decorative pedestrian lights will be added as part of
this project.
The lights installed along 42nd Avenue will be 16 feet tall LED lights, matching the lights previously installed
on 42nd Avenue east of Xylon Avenue, and on Xylon Avenue in the City Center. In addition to lighting
elements, banner arms will be included on each of the new light poles. Staff plan to purchase all lighting
elements and banner arms directly from suppliers and provide the lights to the contractor that is later
selected for the installation with the 42nd Avenue Improvement project. A similar process was used for the
decorative lighting that was installed on 42nd Avenue in 2019 to cut down on the overall cost of the lights.
Funding
The cost per light is $5,600 making the total cost for eleven units $61,600. There is $500,000 identified in the
2023 CIP for the 2023 street lighting improvements on 42nd Avenue.
Attachments
Resolution
Location Plan
Holophane Quote
Holophane Decorative Streetlight Specification Sheet
Agenda Section
Development &
Planning
Item Number
8.3
City of New Hope
Resolution No. 23‐
Resolution authorizing the purchase of decorative streetlights
for the 42nd Avenue Decorative Lighting Project
(Improvement Project 1097)
WHEREAS, the city of New Hope prepares a ten‐year capital improvement program (CIP) as a guiding
document for improvement projects to assist preparations of each annual operating budget; and,
WHEREAS, the city engineer has identified the need for infrastructure improvements specified in the 2023
CIP; and,
WHEREAS, the quote of $61,600 for eleven decorative streetlights has been received from Holophane; and
WHEREAS, the funds for the purchase of eleven decorative lights is available in the Street Lighting Fund.
NOW, THEREFORE, BE IT RESOLVED:
1. The City Council authorizes the purchase of eleven decorative streetlights for the 42nd
Avenue Decorative Lighting Project (Improvement Project No. 1097), and a payment of
$61,600 be issued to Holophane from the Street Lighting Fund.
Adopted by the City Council of the city of New Hope, Hennepin County, Minnesota, this 13th day of March,
2023.
Mayor
Attest:
City Clerk
GGGGGGGGC
H
H HCONS
S
SS
SS
SS
SS SSS
S
S
U
U
A10
A11
A1 A2GETTYSBURG AVE N.FLAG AVE N.ENSIGN AVE N.42ND AVE N. (CSAH 9)BEGIN 42ND ST
SAP 182-020-028
STA. 505+24
ROW
ROW
42ND ST
PROPOSED
UE
4200
FLAG AVE N
4201
FLAG AVE N
4240 GETTYSBURG AVE N
HOLY TRINITY LUTHERAN
CHURCH
4225 GETTYSBURG AVE N
NEW HOPE CHURCH
9109 9009 9001 4164
ENSIGN AVE N
ROW
ROW
ROW
ROW
C
C C
UU
H
S
SS
SS SS
U
3059 3060
A9
A3
A4
42ND AVE N. (CSAH 9)
ROW
UE
ROW
42ND ST
PROPOSED
UE
8640
8810
88308910
8805-8963
SANDPIPER COVE
LEGEND NOTES:
1.SEE CITY STANDARD PLATES FOR ALL
LIGHTING UNIT DETAILS.
2.FINAL AND LIGHTING UNIT PLACEMENT
SHALL BE DETERMINED IN THE FIELD.
3.IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO UTILIZE THE GOPHER
ONE CALL EXCAVATION NOTICE SYSTEM
FOR ALL UTILITY LOCATION. NOTE THAT
NOT ALL PUBLIC AND PRIVATE UTILITIES
ARE SHOWN ON THE LIGHTING PLANS.
1.5" NMC CONDUIT
(DIRECTIONAL DRILL)
3#6,1#6G
A1
MNDOT SERVICE CABINET TYPE
L1 AND EQUIPMENT PAD
HH
1.5" EMPTY CONDUIT
LIGHTING UNIT A
LIGHTING HANDHOLE
EXISTING LIGHTING UNIT
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 2:42pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_L101.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSXT, 193805693-XSNL, 193805693-XSNOTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
0 25 50
N
LIGHTING PLAN
42ND AVENUE N. (CSAH 9)
112
PBR
MAF
MAF
MTF
MTF
193805693 138
0 25 50
N
MATCHLINE511+00MATCHLINE511+00MATCHLINE517+00
H
C
G-VENT
U
S S S
S
SS
SS
SS
H
H
CTRAN
TRAN
H
SERVICE ENTRANCE
CABINET TYPE L1
A7
UNDERGROUND SERVICE
LATERAL
A8
BENCHBENCHBOONE AVE N.AQUILA AVE N.42ND AVE N. (CSAH 9)
ROW
UE
ROW
42ND ST
GETHSEMANE CEMETERY
4200
4201
8610
4200
4151
VALLEYWOOD
APARTMENTS
ROW
ROW
ROW
C
SS
SSSS
A6
A5ZEALAND AVE N.42ND AVE N. (CSAH 9)
ROW
UE
ROW
42ND ST
GETHSEMANE CEMETERY
8420
APARTMENTS ON 42
N
D
AVENUE
4200
APARTMENTS
4201
8500
HERITAGE DENTAL
LEGEND NOTES:
1.SEE CITY STANDARD PLATES FOR ALL
LIGHTING UNIT DETAILS.
2.FINAL AND LIGHTING UNIT PLACEMENT
SHALL BE DETERMINED IN THE FIELD.
3.IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO UTILIZE THE GOPHER
ONE CALL EXCAVATION NOTICE SYSTEM
FOR ALL UTILITY LOCATION. NOTE THAT
NOT ALL PUBLIC AND PRIVATE UTILITIES
ARE SHOWN ON THE LIGHTING PLANS.
1.5" NMC CONDUIT
(DIRECTIONAL DRILL)
3#6,1#6G
A1
MNDOT SERVICE CABINET TYPE
L1 AND EQUIPMENT PAD
HH
1.5" EMPTY CONDUIT
LIGHTING UNIT A
LIGHTING HANDHOLE
EXISTING LIGHTING UNIT
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 2:43pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_L101.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSXT, 193805693-XSNL, 193805693-XSNOTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
0 25 50
N
LIGHTING PLAN
42ND AVENUE N. (CSAH 9)
113
PBR
MAF
MAF
MTF
MTF
193805693 138
0 25 50
N
MATCHLINE517+00MATCHLINE523+00MATCHLINE523+00MATCHLINE529+00
H
H
C
C
U
H
S
HHH
H
H H
H
H
BENCH
TRASH
S
S
SS
SS CON
H
H
HXYLON AVE N.42ND AVE N. (CSAH 9)
ROW
UE
ROW42ND ST
GETHSEMANE CEMETERY
HYVEE GAS
8320
WELLS FARGO BANK
ROW ROW
LEGEND NOTES:
1.SEE CITY STANDARD PLATES FOR ALL
LIGHTING UNIT DETAILS.
2.FINAL AND LIGHTING UNIT PLACEMENT
SHALL BE DETERMINED IN THE FIELD.
3.IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO UTILIZE THE GOPHER
ONE CALL EXCAVATION NOTICE SYSTEM
FOR ALL UTILITY LOCATION. NOTE THAT
NOT ALL PUBLIC AND PRIVATE UTILITIES
ARE SHOWN ON THE LIGHTING PLANS.
1.5" NMC CONDUIT
(DIRECTIONAL DRILL)
3#6,1#6G
A1
MNDOT SERVICE CABINET TYPE
L1 AND EQUIPMENT PAD
HH
1.5" EMPTY CONDUIT
LIGHTING UNIT A
LIGHTING HANDHOLE
EXISTING LIGHTING UNIT
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 2:43pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_L101.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSXT, 193805693-XSNL, 193805693-XSNOTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
LIGHTING PLAN
42ND AVENUE N. (CSAH 9)
114
PBR
MAF
MAF
MTF
MTF
193805693 138
0 25 50
N
MATCHLINE529+00MATCHLINE535+00LIGHTING Q
STATION
TO
STATION
OFFSET
RANGE ALIGN
LIGHTING
UNIT
TYPE
SPECIAL
LIGHT
FOUNDATION
DESIGN E
SERVICE
CABINET
TYPE L1
EQUIPMENT
PAD
B
CONDUIT
1.5" NMC
CONDUIT
1.5" NMC
(DIRECTIONAL BORE)
CONDUIT
2" NMC
UNDER
GROUND
WIRE
1/C 2 AWG
UNDER
GROUND
WIRE
1/C 6 AWG
NOTES
EACH EACH EACH EACH LF LF LF LF LF
SAP 182-020-028
505+00 - 511+00 LT 42ND AVE 2 2 50 395 1780
505+00 - 511+00 RT 42ND AVE 2 2 50 419 1876
511+00 - 517+00 LT 42ND AVE 1 1 50 599 2596
511+00 - 517+00 RT 42ND AVE 2 2 50 593 2572
517+00 - 523+00 LT 42ND AVE 2 2 50 808 3432
517+00 - 523+00 RT 42ND AVE 1 1 50 646 40 120 2944
523+00 - 529+00 LT 42ND AVE 1 1 50 83 532
523+00 - 529+00 RT 42ND AVE 1 1 50 562 2448
529+00 - 535+00 LT 42ND AVE
529+00 - 535+00 RT 42ND AVE
535+00 - 541+00 LT 42ND AVE
535+00 - 541+00 RT 42ND AVE
541+00 - 546+00 LT 42ND AVE
541+00 - 546+00 RT 42ND AVE
SAP 182-020-028 TOTAL 11 11 1 1 400 4105 40 120 18180
TOTAL 11 11 1 1 400 4105 40 120 18180
M
100/2
20/1
20/2 20/2
UTILITY TRANSFORMER
120/240V SECONDARY, 1PH, 3W
2"C-3#2
UTILITY METER
SERVICE CABINET
100A, 120/240V
1 PH, 3W, NEMA 3R
N
G
A ELECTRICAL SERVICE LINE DIAGRAM
NOT TO SCALE
20/1 20/1
CONTROL POWER
SPARE
20/2 20/2
SPARE
STREET LIGHTING CKT 1
SPARE
N - NEUTRAL
L - LINE
L N L L N L L N L
SERVICE CABINET NUMBER 1
MNDOT SERVICE CABINET
TYPE L1, 100A, 120/240V
SINGLE PHASE
(A,B)(A,B)(B,A)
CKT 1 CKT 2 CKT 4
N
(B,A)
CKT 3
A5
L
20/2 20/2
20/2 20/2
STREET LIGHTING CKT 2
SPARE
STREET LIGHTING CKT 3 STREET LIGHTING CKT 4
SPARE
CABINET GFCI
B ELECTRICAL ONE LINE DIAGRAM
NOT TO SCALE
EXISTING NEUTRAL BUS.
EXISTING MAIN BONDING JUMPER.
EXISTING GROUND BUS.
EXISTING GROUNDING ROD AND WIRING.
SERVICE CABINET #2
A7A8A9A10
A4A3A2A1
A6
N
A9
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 2:43pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_L101.dwgXrefs:, 193805693_Border, 193805693-XSXV, 193805693-XSXT, 193805693-XSNL, 193805693-XSNOTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
LIGHTING PLAN
WIRING DIAGRAM
115
PBR
MAF
MAF
MTF
MTF
193805693 138
HANDHOLE
BASE COVER
LEVELING NUTS
ANCHOR BOLTS
CONDUIT
D D
3" SPA.@ TOP
BARS
Ø16"3'-0 3/16"16'-0" (POLE HEIGHT)19'-3 1/4" (NOMINAL HEIGHT)4'- 2 1/2"1'-6"2'-0"2'-0"
FLOAT IN CONC.
SURFACE
#4 HORIZONTAL TIES SPACED @12" MAX. OR AS SHOWN
6-#6 REINFORCING BARS FULL DEPTH
READY MIXED MIN. 3000 PSI AIR
ENTRAINED CONCRETE.
BOLT DIAMETER & PROJECTION
TO BE AS RECOMMENDED BY
MANUFACTURE.
5/8" X 20'-0"
GROUND ROD6'-0"2'-0" FINISHED GRADE
SIGN REFER TO C8.01
FOR DETAILS.
SIGNS/
BANNERS
BY OWNER
9'- 9 1/2"C CONCRETE BASE DETAIL
NOT TO SCALE
D SECTION - NEW
NOT TO SCALE
A LIGHTING UNIT TYPE SPECIAL (16')
NOT TO SCALE
B LIGHTING UNIT TYPE SPECIAL (16')
NOT TO SCALE 2"2"SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 02/14/2023 - 2:43pmDrawing name: U:\193805693\CAD\Dwg\Plansheets\193805693_L102.dwgXrefs:, 193805693_BorderTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
NEW HOPE, MN
42ND AVE (CSAH 9) IMPROVEMENTS
GETTYSBURG AVENUE TO WINNETKA AVENUE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SAP 182-020-028, SAP 182-101-020
LIGHTING PLAN
DETAILS
116
PBR
MAF
MAF
MTF
MTF
193805693 138
Qty Ext $Unit $Catalog #Type
$5,600.00$5,600.00GPD3 P30 40K MVOLT MS GL3 BZ RB ST TBZ AO FC FPD85 CHA 16 SL5 16D C03 BZ ABG (4) BA 100P 24IN
1A BO SL5 HB BK ASSY18910
1
GranVille LED Premier, P30 performance package, 4000K, 120-277V, Modern style, swing open design, Glass
asymmetric, type III, Bronze, Ribs and bands, Painted cast aluminum standard finial, Bronze trim, Field
adjustable lumen output, Full cover, Factory programmed to 85 percent of base wattage,Charleston aluminum
pole, 16FT, Shaft, Sitelink 5.25IN fluted, .25 wall (L5J), 16IN Base, Diamond Pattern Bolt Circle, Tenon, 3.00 O.D.
x 3IN tall, Bronze, Anchor bolt (galvanized steel),Banner arm, 24IN, Single arm, Bolt-on, Shaft, Sitelink 5.25IN
fluted, .25 wall (L5J), Half sphere, 1.00 SCH pipe (1.315" actual), Black,Banner arm, 24IN, Single arm, Bolt-on,
Shaft, Sitelink 5.25IN fluted, .25 wall (L5J), Half sphere, 1.00 SCH pipe (1.315" actual), Bronze, Single eyebolt
on each arm,Banner arm, 24IN, Single arm, Bolt-on, Shaft, Sitelink 5.25IN fluted, .25 wall (L5J), Half sphere,
1.00 SCH pipe (1.315" actual), Black,Banner arm, 24IN, Single arm, Bolt-on, Shaft, Sitelink 5.25IN fluted, .25
wall (L5J), Half sphere, 1.00 SCH pipe (1.315" actual), Black, Single eyebolt on each arm
Quoted To:
Holophane Authorized Distributors
Grand Total: $5,600.00Estimated Lead Time: 9-10 Weeks
Terms
Please reference the Acuity Brands Terms & Conditions at: https://www.acuitybrands.com/support/warranty/terms-and-conditions. Shipment lead times begin the day after the order is
released and are based on working days only. Shipments are FOB Shipping Point on all orders. Holophane shall pay freight on orders of $3,000 or more ($750 for replacement ballast
kits) to all points in the continental United States and Canada. Upon release of your order, poles and non-standard material cannot be canceled or returned. Terms are subject to revision.
Notes
* Please include quote number on your purchase order to avoid delays on processing your order.
2/19/2023
Job Name:
Quote #:
Quoted By:
Bid Date:
Issue Date:
Brandon Smith
Job Location:
2/20/2023
New Hope 42nd Ave (CSAH9)
2043-23-18588-0 651/275-1936
BrandonSmith@holophane.com
Good Through:4/19/2023
Quote #: 2043-23-18588-0 Page 1 of 1
ASSEMBLY SUBMITTAL SPEC SHEET
JOB NAME:
JOB LOCATION:
QUOTE NUMBER:
SUBMITTAL TYPE:
City of New Hope
New Hope, MN
2043-23-18588
Submittal
CONTENTS
Type Description
ASSY18910
NOTES
City of New Hope
Job Name:Job Location:
New Hope, MN 2043-23-18588
Quote No:Type:
Catalog Number:
GPD3 P30 40K MVOLT MS GL3 BZ RB ST TBZ AO FC FPD85 CHA 16 SL5 16D C03 BZ ABG BA 100P
24IN 1A BO SL5 HB BK BA 100P 24IN 1A BO SL5 HB BZ SEB BA 100P 24IN 1A BO SL5 HB BK BA
100P 24IN 1A BO SL5 HB BK SEB ASSY18910
0° View 90° View
Ordering Information
Catalog Number: GPD3 P30 40K MVOLT MS
GL3 BZ RB ST TBZ AO FC FPD85
Series: (GPD3) GranVille LED Premier
Performance Package: (P30) P30
performance package
Color Temperature: (40K) 4000K
Voltage: (MVOLT) 120-277V
Housing: (MS) Modern style, swing open
design
Optics: (GL3) Glass asymmetric, type III
Finish: (BZ) Bronze
Trim: (RB) Ribs and bands
Finial/Trim: (ST) Painted cast aluminum
standard finial
Trim Finish: (TBZ) Bronze trim
Adjustable Output: (AO) Field adjustable
lumen output
Cover: (FC) Full cover
Factory Programmed Driver: (FPD85)
Factory programmed to 85 percent of base
wattage
Luminaire
Catalog Number: CHA 16 SL5 16D C03 BZ
ABG
Series: (CHA) Charleston aluminum pole
Pole Height: (16) 16FT
Shaft Style: (SL5) Shaft, Sitelink 5.25IN fluted,
.25 wall (L5J)
Base Diameter: (16D) 16IN Base, Diamond
Pattern Bolt Circle
Pole Top Mounting: (C03) Tenon, 3.00 O.D. x
3IN tall
Finish: (BZ) Bronze
Base Mounting: (ABG) Anchor bolt
(galvanized steel)
Pole
Catalog Number: BA 100P 24IN 1A BO SL5
HB BK
Series: (BA) Banner arm
Height / Length: (24IN) 24IN
Arm Connection: (BO) Bolt-on
Shaft Style: (SL5) Shaft, Sitelink 5.25IN fluted,
.25 wall (L5J)
Banner Pipe Size: (100P) 1.00 SCH pipe
(1.315" actual)
Finish: (BK) Black
Accessories
Catalog Number: BA 100P 24IN 1A BO SL5
HB BZ SEB
Series: (BA) Banner arm
Height / Length: (24IN) 24IN
Accessories
Number of Arms: (1A) Single arm Finial: (HB) Half sphere Number of Arms: (1A) Single arm
Arm Connection: (BO) Bolt-on
Shaft Style: (SL5) Shaft, Sitelink 5.25IN fluted,
.25 wall (L5J)
Finial: (HB) Half sphere
Banner Pipe Size: (100P) 1.00 SCH pipe
(1.315" actual)
Finish: (BZ) Bronze
Banner Eyebolt: (SEB) Single eyebolt on
each arm
Accessories (Cont...)
Catalog Number: BA 100P 24IN 1A BO SL5
HB BK
Series: (BA) Banner arm
Height / Length: (24IN) 24IN
Number of Arms: (1A) Single arm
Arm Connection: (BO) Bolt-on
Shaft Style: (SL5) Shaft, Sitelink 5.25IN fluted,
.25 wall (L5J)
Finial: (HB) Half sphere
Banner Pipe Size: (100P) 1.00 SCH pipe
(1.315" actual)
Finish: (BK) Black
Accessories
Catalog Number: BA 100P 24IN 1A BO SL5
HB BK SEB
Series: (BA) Banner arm
Height / Length: (24IN) 24IN
Number of Arms: (1A) Single arm
Arm Connection: (BO) Bolt-on
Shaft Style: (SL5) Shaft, Sitelink 5.25IN fluted,
.25 wall (L5J)
Finial: (HB) Half sphere
Accessories
Banner Pipe Size: (100P) 1.00 SCH pipe
(1.315" actual)
Finish: (BK) Black
Banner Eyebolt: (SEB) Single eyebolt on
each arm
Accessories (Cont...)
Catalog Number: AB-31-4
Anchor Bolt: (AB-31-4) AB-31-4
Anchor Bolt
Catalog Number: TMP40015
Anchor Bolt Template Number: (TMP40015)
TMP40015
Anchor bolt template
Assembly Drawing Windload
Passed Wind Speed: 90 mph
Windload Result: 28%
Evaluated per: AASHTO 2013
Equiv. Pole Top EPA : 4.71 sq ft
Current Loading Weight: 139 lbs
Addt'l Equiv. Pole Top EPA: 24 sq ft
Addt'l Loading Capacity: 600 lbs
BA Height 14'-0"
BA Height 9'-10"
BA Height 14'-0"
BA Height 9'-10"
Pole Shaft OD At Top 0'-6.01"
Pole Shaft OD At Bottom 0'-6.01"
Pole Base Height 3'-8"
Description Height/Width
Assembly Overall Height 19'-3.27"
Luminaire Mounting Height 16'-0"
Pole Height 16'-0"
Pole Base Width 1'-4"
Anchorage/Orientation Plan
Note: Door = Hand Hole
Ordering Information
1 GPD3 P30 40K MVOLT MS GL3 BZ RB ST TBZ AO FC FPD85
1 CHA 16 SL5 16D C03 BZ
1 AB-31-4
1 TMP40015
1 BA 24IN 1A BO SL5 HB 100P BK
1 BA 24IN 1A BO SL5 HB 100P BZ SEB
1 BA 24IN 1A BO SL5 HB 100P BK
1 BA 24IN 1A BO SL5 HB 100P BK SEB
Qty Catalog Number
Customer Approval Signature:Date:
Orientation Drawing Anchorage/Orientation Plan
Note: Door = Hand Hole
Pole Pole
Height
CHA 16 SL5 16D C03 BZ ABG 16'-0"
14'0"90°BA 100P 24IN 1A BO SL5 HB BK
9'10"90°BA 100P 24IN 1A BO SL5 HB BZ SEB
270°BA 100P 24IN 1A BO SL5 HB BK
270°BA 100P 24IN 1A BO SL5 HB BK SEB
The hand hole is located at zero (0) degrees. Height from the bottom of
base / anchor plate.
BA 100P 24IN 1A BO SL5 HB BK 90 168
BA 100P 24IN 1A BO SL5 HB BZ
SEB 90 118
BA 100P 24IN 1A BO SL5 HB BK 270 168
BA 100P 24IN 1A BO SL5 HB BK
SEB 270 118
Accessory Orientation Height
Customer Approval Signature:Date:
Job Information
Quote No.:2043-23-18588
Project/Job Name:City of New Hope
Job Location:New Hope, MN
Dwg No:
Customer E-mail:
Wind Speed:90
Gust:102.6
Description:GPD3 P30 40K MVOLT MS GL3 BZ
RB ST TBZ AO FC FPD85/
Luminaire/Arm
EPA (sq ft):1.38
Vertical Offset (in):15
Weight (lbs):64
Hortz. Offset (in):0
Torsion Offset (in):0
Pole Shaft Data
Bottom Dia. (in):6.01
Shaft Type:
6.01Top Dia. (in):
148Length (in):
Wall Thickness (in):0.25
Allowable Strength (psi):13500
0.21CSR:
Bolt Circle Dia. (in):12
Allowable Strength (psi):5000
0.18CSR:
Pole Base Data
Results
Base Moment (ft lbs):3248.05
Horizontal Shear (lbs):319.98
Axial Load (lbs):268.08
Shaft:PASS
Base:PASS
Anchor Bolts:PASS
Pole Information
Pole No.:CHA 16 SL5 16D C03 BZ ABG
Total Height (in):192
Material:Cast Aluminum
Pole Base Elevation:0
Pole Weight (lbs):193.08
Accessories/Banner Arms/Pole Arms
Description:BA 100P 24IN 1A BO SL5 HB BK
BA 100P 24IN 1A BO SL5 HB BZ
SEB BA 100P 24IN 1A BO SL5 HB
BK BA 100P 24IN 1A BO SL5 HB
BK SEB
EPA (sq ft):39.92
Height Above Grade (in):192
Weight (lbs):90
Horiz. Offset (in):4
Torsion Offset (in):0
Anchor Bolt Data
Stress Area (sq in):
Threads Per Inch:10
0.33
Yield Strength (psi):0
Material:
Number of Bolts:4
CSR:0.28
Bolt Diameter (in):0.75
Engineer:
Structural Analysis
According to the Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals, 2013 as published by the
American Association of State Highway and Transportation Officials.
Joining Bolts:PASS Date:2/20/2023 9:51:20 AM
Structural Analysis
According to the Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals, 2013 as published by the
American Association of State Highway and Transportation Officials.
I:\RFA\P&R\PARKS\2023\#1095 Lighted Baseball Field\Approve Plans and Specs\Q&R ‐ Approve plans and specs for Lighted Baseball Field Improvements.docx
Request for Action
March 13, 2023
Approved by: Tim Hoyt, Acting City Manager
Originating Department: Parks & Recreation
By: Susan Rader, Director
Agenda Title
Resolution approving plans and specifications and authorizing advertisement of bids for Lighted Baseball
Field improvements (Improvement Project No. 1095)
Requested Action
Staff is recommending that the City Council authorize advertisement of bids for improvements to the Lighted
Baseball Field, located at 8810 49th Avenue North (Improvement Project No. 1095).
It is anticipated that work would begin mid‐August with the majority of the project being completed this fall.
Background
Lighted Baseball Field is located at 8810 49th Avenue North and opened in 1974. It is the only full‐size baseball
field operated by the City. A softball field is also located adjacent to the baseball field.
The baseball field was last rebuilt in 1995 and has had other minor improvements made over the years. It is
important to keep the field in good playing condition for the safety of the players.
The field work needed includes reshaping and grading the infield grass area, reshaping and leveling a
portion of the outfield, and rebuilding the pitchers mound. The use of sod, rather than seed, is necessary in
order for play to resume on the field next spring. In several areas, the fence is also failing. To keep costs
lower, most of the current posts would remain and be straightened, with only the fence fabric and gates being
replaced. A new fence cap will also be added.
In addition to the field work, other site improvements are necessary. The trail that connects the parking lot
and the baseball field is in poor shape (rated a 35 in June 2022) and needs to be replaced along with the
installation of a new concrete pedestrian ramp. As part of the trail improvements, the timber curbing used
along the north end of the trail would be replaced with a bituminous curb. There is also an unused park
building located near the left outfield fence line and the cement slab and retaining wall that separates the
building from the fence is failing. The building, retaining wall and cement slab would be removed and the
slope would be regraded to eliminate the need for a new retaining wall.
Several alternates have been identified and will be considered once the bids have been received. The
alternates include: full fence replacement including posts, with the exception of the backstop posts that
would remain; installation of concrete pads for the bleachers instead of bituminous; addition of a concrete
cap on the existing retaining wall; addition of a 12’ x 12’ shade structure in the location of the old park
building; the addition of synthetic turf in the batting cage; and minor grading of the aglime infield and
baselines, including adding material.
Agenda Section
Development &
Planning
Item Number
8.4
Request for Action, Page 2
On December 12, 2022, the City Council approved the retrofitting of the field lights. Due to the need to work
around the Osprey nest, the retrofit is being completed before April 1.
Funding
This project is included in the 2023 CIP and the 2023 Park Infrastructure budget as shared with the Council
during 2023 budget discussions. Funding of $828,000 is budgeted for the project and an additional $90,000 is
available to cover a portion of the lighting retrofit costs, allowing for a total budget of $918,000. The funds are
available in the Park Infrastructure Fund which is levy funded each year.
Staff applied for two grants to assist with the costs of the project. A $10,000 grant award was received from
the Twins Community Fund. The grant request for the Hennepin Youth Sports Program was not awarded.
Estimated Project Costs:
Estimated
Improvements
(includes 10%
Contingencies
Indirect
(20%)
Inflation or
Other Price
Increases
Estimated
Project Costs
Field Improvements $226,324.45 $45,264.89 $54,317.87 $325,907.21
Fence Improvements $83,242.50 $16,648.50 $19,978.20 $119,869.20
SubTotal $309,566.95 $61,913.39 $74,296.07 $445,776.41
Lighting Retrofit (in progress) $257,674.00 $.00 $.00 $257,674.00
Total $567,240.95 $61,913.39 $74,296.07 $703,450.41
Estimated Alternate Costs:
Estimated
Improvements
(includes 10%
Contingencies
Indirect
(20%)
Inflation or
Other Price
Increases
Estimated
Project Costs
Full Fence Replacement $130,377.50 $26,075.50 $31,290.60 $187,743.60
Concrete Bleacher Pads $22,836.00 $4,567.20 $5,480.64 $32,883.84
Retaining Wall Cap $18,562.50 $3,712.50 $4,455.00 $26,730.00
Shade Structure $9,900.00 $1,980.00 $2,376.00 $14,256.00
Synthetic Turf in Batting Cage $17,094.00 $3,418.80 $4,102.56 $24,615.36
Grading Infield and Baselines $13,387.00 $2,677.40 $3,212.88 $19,277.28
Attachments
Resolution
Letter from Stantec
Concept Plans
Aerial View of Lighted Baseball Field
2023 CIP list
I:\RFA\P&R\PARKS\2023\#1095 Lighted Baseball Field\Approve Plans and Specs\Q&R ‐ Approve plans and specs for Lighted Baseball Field Improvements.docx
City of New Hope
Resolution No. 2023‐
Resolution approving plans and specifications and authorizing advertisement of bids for
Lighted Baseball Field improvements (Improvement Project No. 1095)
WHEREAS, the City of New Hope prepares a ten‐year Capital Improvement Program (CIP) as a guiding
document for equipment acquisition and improvement projects to assist with the preparation of
each annual operating budget; and,
WHEREAS, having safe, well‐maintained recreation facilities is important; and,
WHEREAS, the city engineer has prepared plans, specifications, and contract terms for the work; and,
WHEREAS, the funding source for the project is the Park Infrastructure Fund.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of New Hope, Hennepin County,
Minnesota:
1. Such plans and specifications are hereby approved.
2. The city clerk shall prepare and cause to be inserted in the official paper, an advertisement
for bids for improvements at Lighted Baseball Field in accordance with said specifications.
The advertisement shall be published for three (3) weeks.
Adopted by the City Council of the City of New Hope, Hennepin County, Minnesota, this 13th day of March,
2023.
Mayor
Attest:
City Clerk
Stantec Consulting Services Inc.
733 Marquette Avenue Suite 1000, Minneapolis MN 55402-2314
March 8, 2023
File: 193806068
Attention: Susan Rader, Parks and Recreation Director
City of New Hope
4401 Xylon Avenue North
New Hope, MN 55428
Dear Susan,
Reference: Lighted Baseball Field Improvements - City Project No. 1095
As requested, we have prepared plans and specifications for the Lighted Baseball Field Improvements. The
improvements generally consist of the site work for the:
· Reshaping and grading the infield grass area, reshaping and leveling a portion of the outfield, and
rebuilding the pitcher’s mound. The use of sod, rather than seed, is needed in order for play to
resume on the field next spring.
· Fence improvements. To keep costs lower, most of the current posts would remain and be
straightened, with only the fence fabric and gates being replaced. A new fence cap will also be
added.
· Replace the existing bituminous trail area that connects the parking lot and the baseball field due to
its existing condition including installation of a new concrete pedestrian ramp. The existing timber
curbing used along the north end of the trail would be replaced with a bituminous curb.
· Remove the unused park building located near the left outfield fence line, the cement slab, and
failing retaining wall that separates the building from the fence. The slope in this area will be
regraded to eliminate the need for a new retaining wall.
Several alternates have been identified and will be considered once the bids have been received. The
alternates include: full fence replacement including posts, with the exception of the backstop posts that
would remain; installation of concrete pads for the bleachers instead of bituminous; addition of a concrete
cap on the existing retaining wall; addition of a 12’ x 12’ shade structure in the location of the old park
building; addition of synthetic turf in the batting cage; and minor grading and the addition of red ball
diamond rock to the infield and baselines.
The total project costs for the base bid improvements and alternates are shown in the table below:
March 8, 2023
Susan Rader, Parks and Recreation Director
Page 2 of 2
Reference: Lighted Baseball Field Improvements - City Project No. 1095
Table 1 - Base Bid - Estimated Costs
Item
Construction
w/ 10%
Contingencies
Indirect
Costs (20%)
Inflation or Other
Price Increases
Estimated
Project Costs
Part A - Site Improvements $226,324.45 $45,264.89 $54,317.87 $325,907.21
Part B - Fence Improvements $83,242.50 $16,648.50 $19,978.20 $119,869.20
Totals - Base Bid $309,566.95 $61,913.39 $74,296.07 $445,776.41
Table 2 - Alternate Bids - Estimated Costs
Item
Construction w/
10%
Contingencies
Indirect
Costs
(20%)
Inflation or
Other Price
Increases
Estimated
Project
Costs
Alternate 1 - Full Fence Replacement $130,377.50 $26,075.50 $31,290.60 $187,743.60
Alternate 2 - Concrete Bleacher Pads $22,836.00 $4,567.20 $5,480.64 $32,883.84
Alternate 3 - Retaining Wall Cap $18,562.50 $3,712.50 $4,455.00 $26,730.00
Alternate 4 - Shade Structure $9,900.00 $1,980.00 $2,376.00 $14,256.00
Alternate 5 - Synthetic Turf - Batting
Cage $17,094.00 $3,418.80 $4,102.56 $24,615.36
Alternate 6 - Minor grading and red
ball diamond rock $13,387.00 $2,677.40 $3,212.88 $19,277.28
Total - Alternates $212,157.00 $42,431.40 $50,917.68 $305,506.08
If Council chooses to move forward with this project, approval of plans and specifications and authorization
to advertise for contractor bids could be given at the March 13, 2023 City Council meeting. Bids could then
be received on April 13, 2023 at 2:00 PM and brought back to Council for review at the April 24, 2023 City
Council meeting. The work under this contract could begin in August 2023 with major work done in 2023.
Regards,
Stantec Consulting Services Inc.
Dan Boyum, P.E.
City Engineer
Dan.Boyum@stantec.com
Attachment:Project Plans
c. Steve Ellingson, Aaron Thelen, Andrew Kramer, Shawn Markham, Bernie Weber – New Hope; Ann Ackerson – Stantec.
bd u:\193806068\communications\correspondence\rader_boyum_approve_plans_specs_and_authorize_advertisement_for_bids_2023_03_08.docx
62ND AVENUE NORTH
49TH AVENUE NORTH
36TH AVENUE NORTH
32ND AVENUE NORTH
MEDICINE LAKE ROAD (CO RD 70)
42ND AVENUE (CO RD 9)
BASS LAKE ROAD
(CORD10)
NORTH
CP RAIL
CPRAIL
TRUNKHIGHWAY169TRUNKHIGHWAY169BOONEAVENUENORTHBOONEWINNETKAAVENUENORTH(CORD156)NORTHAVENUEWINNETKAAVENUENORTHWE
S
T
B
R
O
A
D
WA
Y
(
C
O
R
D
8
)LOUISIANAAVENUENORTHLOUISIANAAVENUENORTHXYLONAVENKATHI HEMKEN
VICINITY MAP
STACY WOODS
BERNIE WEBER
CITY ATTORNEY
PUBLIC WORKS DIRECTOR
2023
STANTEC PROJECT NO. 193806068
ANDY HOFFE
TIM HOYT
JOHN ELDER
MICHAEL ISENBERG
ACTING CITY MANAGER
COUNCILMEMBER
CITY OF NEW HOPE
MAYOR
JONATHAN LONDON
LIGHTED BASEBALL FIELD IMPROVEMENTS
COUNCILMEMBER
COUNCILMEMBER
COUNCILMEMBER
SHEET INDEX
G0.01 TITLE SHEET
G0.02 LEGEND
C0.01 EXISTING CONDITIONS AND DEMOLITION PLAN
C0.02 ALTERNATES: DEMOLITION PLAN
C2.01 EROSION CONTROL AND SITE ACCESS PLAN
C3.01 GRADING PLAN
C6.01 PAVING PLAN
C8.01-C8.03 STANDARD DETAILS
C8.04-C8.09 FOR REFERENCE ONLY: 1973 PARK SHELTER PLAN
16 - SHEETS TOTAL
0
Scale in feet
1200 2400
CITY HALL
4401 XYLON AVE
PROJECT LOCATION
CITY PROJECT NO. 1095
N TITLESHEETG0.01
SUSAN RADER PARKS & RECREATION DIRECTOR
SUBSURFACE UTILITY INFORMATION:
THE SUBSURFACE UTILITY INFORMATION ON THIS PLAN IS SHOWN TO UTILITY QUALITY LEVEL D IN
ACCORDANCE WITH LEGEND PROVIDED BELOW. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO
THE GUIDELINES OF CI/ASCE 38-02, ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION
OF EXISTING SUBSURFACE UTILITY DATA. UTILITY DESIGNATIONS ARE SHOWN ON DRAWING G0.02.
UTILITY QUALITY LEVELS:
LEVEL D - INFORMATION COMES SOLELY FROM EXISTING UTILITY RECORDS.
LEVEL C - SURVEYING ABOVE GROUND UTILITY FACILITIES, SUCH AS MANHOLES, VALVE BOXES, ETC;
AND CORRELATING THIS INFORMATION WITH EXISTING UTILITY RECORDS.
LEVEL B - THE USE OF SURFACE GEOPHYSICAL TECHNIQUES TO DETERMINE THE EXISTENCE AND
HORIZONTAL POSITION OF UNDERGROUND UTILITIES.
LEVEL A - THE USE OF NONDESTRUCTIVE DIGGING EQUIPMENT AT HORIZONTAL AND VERTICAL
POSITION OF UNDERGROUND UTILITIES, AS WELL AS THE TYPE, SIZE, CONDITION, MATERIAL AND
OTHER CHARACTERISTICS.
PRIVATE UTILITIES ARE SHOWN IN THE LOCATIONS PROVIDED BY THE OWNER PRIOR TO CONSTRUCTION.
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WASPREPAREDBYMEORUNDERMYDIRECTSUPERVISIONIHEREBYCERTIFYTHATTHISPLAN,SPECIFICATION,ORREPORTANDTHATIAMADULYLICENSEDUNDERTHELAWSOFTHESTATEOFPRINTNAME:SIGNATURE:DATE:LIC.NO.REVISION
CHECKED
PlotDate:03/08/2023-3:14pmDrawingname:U:\193806068\CAD\Dwg\193806068_G001.dwgXrefs:,193806068_BORDERTHECONTRACTORSHALLVERIFYANDBERESPONSIBLEFORALLDIMENSIONS.DONOTSCALETHEDRAWING-ANYERRORSOROMISSIONSSHALLBEREPORTEDTOSTANTECWITHOUTDELAY.THECOPYRIGHTSTOALLDESIGNSANDDRAWINGSARETHEPROPERTYOFSTANTEC.REPRODUCTIONORUSEFORANYPURPOSEOTHERTHANTHATAUTHORIZEDBYSTANTECISFORBIDDEN.CITYOFNEWHOPE,MNLIGHTEDBASEBALLFIELDIMPROVEMENTS193806068
PBR
NAR
ACA
KMS
DDBPROFESSIONALENGINEERMINNESOTA.DAND.BOYUM3/7/202323451CITYPROJECTNO.1095PUBLIC WORKS
5500 INTERNATIONAL PKWY
GPS CONTROL POINT
JUDICIAL LAND MONUMENT
MONUMENT COMPUTED
ROW MONUMENT
ROW MARKER POST
SECTION CORNER
TRAVERSE CONTROL POINT
EXISTING TOPOGRAPHIC SYMBOLS
SURVEY LINES
FM FM FM
>>>>
>>>>>>>>>
>>>>>>>>
l l l l
l l l l l l l l l
EXISTING UTILITY LINES
SURVEY SYMBOLS
BACKSIGHT CONTROL POINT
MONUMENT IRON FOUND
MONUMENT IRON SET
FM FM FM
>>>>
>>>>>>>>>
>>>>>>
l l l l
l l l l l l l l l
PROPOSED UTILITY LINES
HEAVY DUTY BITUMINOUS
CONCRETE
GRAVEL
HATCH PATTERNS
CONCRETE CURB AND GUTTER
GRADING INFORMATION
9 5 2
9 5 0
9 5 2
9 5 0
BENCH MARK LOCATION
1:4
AERIAL CONTROL POINT
INFIELD AGGREGATE
>>>>
GROUNDBITUMINOUS
FORCE MAIN
SANITARY SEWER
SANITARY SERVICE
STORM SEWER DRAINTILE
STORM SEWER
WATER MAIN
WATER SERVICE
PIPE CASING
FM FM FM
>>>>
>>>>>>>>>
>>>>>>
l l l l
l l l l l l l l l
FUTURE UTILITY LINES
>>>>
EXISTING TOPOGRAPHIC LINES
CTV-A CTV-A CTV-A
CTV-B CTV-B CTV-B
CTV-C CTV-C CTV-C
CTV-D CTV-D CTV-D
FO-A FO-A FO-A
FO-B FO-B FO-B
FO-C FO-C FO-C
FO-D FO-D FO-D
E-A E-A E-A
E-B E-B E-B
E-C E-C E-C
E-D E-D E-D
G-A G-A G-A
G-B G-B G-B
G-C G-C G-C
G-D G-D G-D XXXXXXXXXEXISTING PRIVATE UTILITY LINES
STORM SEWER CATCH BASIN
STORM SEWER BEEHIVE CATCH BASIN
STORM SEWER FLARED END SECTION
CURB BOX
FIRE HYDRANT
MANHOLE
WATER REDUCER
VALVE
PROPOSED TOPOGRAPHIC SYMBOLS
SANITARY CLEANOUT
BOLLARD
SANITARY OR STORM LIFT STATION
RIP RAP
OHP OHP OHP
C-A C-A C-A
C-B C-B C-B
C-C C-C C-C
C-D C-D C-D
DRAINAGE FLOW
BENCH
BUSH DECIDUOUS
CATCH BASIN BEEHIVE
CURB BOX
CATCH BASIN
CONTROL BOX SIGNAL
CLEAN OUT (SEWER)
SEPTIC DRAIN FIELD
DRINKING FOUNTAIN
ENERGY DISSIPATER
STORM SEWER APRON
FLAG POLE
FUEL PUMP
GRILL
HANDICAP SPACE
HANDHOLE
FIRE HYDRANT
LOOP DETECTOR
LIGHT YARD
MAIL BOX
MANHOLE-HEAT
MANHOLE-POWER
MANHOLE-GAS
MANHOLE-SANITARY SEWER
MANHOLE-STORM SEWER
MANHOLE-COMMUNICATIONS
MANHOLE-UNKNOWN
METER POWER
METER GAS
ORDINARY HIGH WATER MARK
PEDESTRIAN PUSH BUTTON
PEDESTAL POWER
PEDESTAL COMMUNICATIONS
POST INDICATOR VALVE
PARKING METER
POLE-COMMUNICATIONS
POLE-GUY
POLE-LIGHT
POLE-POWER
POLE-UTILITY
POST
PICNIC TABLE
PROPANE TANK
SAMPLING WELL
ROCK
RR SIGNAL CONTROL BOX
RR CROSSING GATE
RR SIGNAL
REGULATION STATION GAS
TREE-DECIDUOUS
SATELLITE DISH
SEPTIC TANK
SEPTIC VENT
SIGN
STAND PIPE GAS
SPIGOT WATER
SPRINKLER HEAD
SPRINKLER VALVE BOX
STUMP
SERVICE-SANITARY SEWER POINT ON LINE
SERVICE-WATER POINT ON LINE
TELEPHONE BOOTH
TRANSMISSION TOWER ELECTRIC
TEST PIT LOC
TRANSFORMER POWER
TREE DEAD
TRASH CAN
TRAFFIC SIGNAL
VALVE GAS
VALVE
WETLAND
WELL-WATER
TREE-CONIFEROUS
TREE-FRUIT
GUY WIRE
LIFT STATION WET WELL
LIFT STATION DRY WELL
LIFT STATION CONTROL PANEL
MANHOLE-WATER
BASKETBALL POST
BARRICADE PERMANENT
BURIAL CONTROL MONUMENT
BUILDING LOWEST OPENING
COLUMN
CULVERT END
WELL-MONITORINGOUTLET CONTROL STRUCTURE
SERVICE-GAS POINT ON LINE
SOIL BORING
MAIL RELAY BOX
INLET (SMALL DIA.)
SERVICE-STORM SEWER POINT ON LINE
ABBREVIATIONS
AD ALGEBRAIC DIFFERENCE
BV BUTTERFLY VALVE
BVCE BEGIN VERTICAL CURVE ELEVATION
BVCS BEGIN VERTICAL CURVE STATION℄CENTER LINE
CL.CLASS
CMP CORRUGATED METAL PIPE
C.O.CHANGE ORDER
DIP DUCTILE IRON PIPE
EL/ELEV ELEVATION
EVCE END VERTICAL CURVE ELEVATION
EVCS END VERTICAL CURVE STATION
EX EXISTING
FES FLARED END SECTION
F/F FACE TO FACE
FM FORCE MAIN
F.O.FIELD ORDER
GV GATE VALVE
HP HIGH POINT
HWL HIGH WATER LEVEL
INV INVERT
K CURVE COEFFICIENT
LP LOW POINT
MH MANHOLE (SANITARY)
NTS NOT TO SCALE
NWL NORMAL WATER LEVEL
PC POINT OF CURVE
PCC COMPOUND CURVE
PI POINT OF INTERSECTION⅊PROPERTY LINE
PPVC PERFORATED POLYVINYL CHLORIDE PIPE
PRC POINT OF REVERSE CURVE
PT POINT OF TANGENT
PVC POLYVINYL CHLORIDE PIPE
PVI POINT OF VERTICAL INTERSECTION
R RADIUS
RCP REINFORCED CONCRETE PIPE
R/W RIGHT-OF-WAY
SS STORM SEWER STRUCTURE
STA STATION
TCE TEMPORARY CONSTRUCTION EASEMENT
TNH TOP NUT HYDRANT
TYP TYPICAL
VC VERTICAL CURVE
WM WATER MAIN
RETAINING WALL
FENCE - BARBED WIRE
FENCE - CHAIN LINK
FENCE - DECORATIVE
FENCE - STOCKADE
FENCE - WOOD
FENCE - ELECTRIC
GUARD RAIL
TREE LINE
WETLAND
CABLE TV QUALITY LEVEL D
CABLE TV QUALITY LEVEL C
CABLE TV QUALITY LEVEL B
CABLE TV QUALITY LEVEL A
FIBER OPTIC QUALITY LEVEL D
FIBER OPTIC QUALITY LEVEL C
FIBER OPTIC QUALITY LEVEL B
FIBER OPTIC QUALITY LEVEL A
POWER QUALITY LEVEL D
POWER QUALITY LEVEL C
POWER QUALITY LEVEL B
POWER QUALITY LEVEL A
GAS QUALITY LEVEL D
GAS QUALITY LEVEL C
GAS QUALITY LEVEL B
GAS QUALITY LEVEL A
COMMUNICATION QUALITY LEVEL D
COMMUNICATION QUALITY LEVEL C
COMMUNICATION QUALITY LEVEL B
COMMUNICATION QUALITY LEVEL A
OVERHEAD POWER
OVERHEAD COMMUNICATION
OVERHEAD UTILITIES
953.53
FORCE MAIN
SANITARY SEWER
SANITARY SERVICE
STORM SEWER DRAINTILE
STORM SEWER
WATER MAIN
WATER SERVICE
PIPE CASING
FORCE MAIN
SANITARY SEWER
SANITARY SERVICE
STORM SEWER
WATER MAIN
WATER SERVICE
BOUNDARY
CENTERLINE
EXISTING EASEMENT LINE
PROPOSED EASEMENT LINE
FLOOD PLAIN BOUNDARY
EXISTING LOT LINE
PROPOSED LOT LINE
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
SETBACK LINE
SECTION LINE
QUARTER SECTION LINE
SIXTEENTH SECTION LINE
EXISTING CONTOUR MINOR
EXISTING CONTOUR MAJOR
PROPOSED CONTOUR MINOR
PROPOSED CONTOUR MAJOR
PROPOSED GRADING LIMITS / SLOPE LIMITS
PROPOSED SPOT ELEVATION
RISE:RUN (SLOPE)
EXISTING
PROPOSED
FUTURE
DEMOLITION
OHC OHC OHC
OHU OHU OHU
BCM
CON
CLVT
FLAG
GRILL
H
CP
DW
Y
G-METER
OHWM
PED
E
PIV
SAMPLING
WELL
ROCK
RR
RR
GATE
SEP
SEPTIC
VENT
SEPTIC
G-PIPE
SPRINKLER
IVB
G-SER
S-SER
ST-SER
W-SER
TOWER
ELEC
TEST
PIT
TRAN
GAS
SAMPLING
WELL
WELL
BS
JLM
M
TS
BM
BENCH
MAIL
SCONTROL
G
E
U
PROPANE
TANK
G-REG
R/W
POST
LO
HYDRANT PVMNT MARKER (REFLECTOR)
HYDRANT VALVE
PEDESTAL CATVCTV
CO
LS
G
E
SS
S
?
W
TRASH
AR MANHOLE-AIR RELEASE
C
DH
PEDESTRIAN RAMP
S POLE-UTILITY SERVICE
RESECTED POINTR
VENT GASG-VENT
STORM SEWER OUTLET STRUCTURE
STORM SEWER OVERFLOW STRUCTURE
BOOSTER STATION
WATER REDUCER
STA:5+67.19
980.87
C
C
TRACER WIRE BOXTR
SOD
IRRIGATION QUICK CONNECT COUPLER
G0.02 PLANLEGENDSHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WASPREPAREDBYMEORUNDERMYDIRECTSUPERVISIONIHEREBYCERTIFYTHATTHISPLAN,SPECIFICATION,ORREPORTANDTHATIAMADULYLICENSEDUNDERTHELAWSOFTHESTATEOFPRINTNAME:SIGNATURE:DATE:LIC.NO.REVISION
CHECKED
PlotDate:03/07/2023-3:06pmDrawingname:U:\193806068\CAD\Dwg\193806068_G002.dwgXrefs:,193804531_BORDERTHECONTRACTORSHALLVERIFYANDBERESPONSIBLEFORALLDIMENSIONS.DONOTSCALETHEDRAWING-ANYERRORSOROMISSIONSSHALLBEREPORTEDTOSTANTECWITHOUTDELAY.THECOPYRIGHTSTOALLDESIGNSANDDRAWINGSARETHEPROPERTYOFSTANTEC.REPRODUCTIONORUSEFORANYPURPOSEOTHERTHANTHATAUTHORIZEDBYSTANTECISFORBIDDEN.CITYOFNEWHOPE,MNLIGHTEDFIELDSITEIMPROVEMENTS193806068
PBR
NAR
ACA
KMS
DDBPROFESSIONALENGINEERMINNESOTA.DAND.BOYUM3/7/202323451CITYPROJECTNO.1095
DTDTDTDT DTDTDTDTDTDT
DTDTDTDTDTDT DTDT DTDTDTDTDTDT
DTDTDTDT DTH >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>EX. BATTING CAGE
REMOVE CONCRETE AND
TIMBER RETAINING WALL
WITH BITUMINOUS CURB
REMOVE EXISTING
BITUMINOUS
PAVEMENT/TRAIL
PROTECT
EXISTING
WARNING
TRACK
EX. RETAINING
WALL TO REMAIN
IN PLACE
REPLACE EXISTING LIGHTS
(BY OTHERS)
REMOVE PARK SHELTER, CONCRETE
PAD AND REGRADE SLOPE.
RELOCATE SPRINKLER CONTROLS.
DECOMMISSION WATER SERVICE.
STRAIGHTEN FENCING POSTS AND
REPLACE CHAIN FABRIC (TYP.)
REMOVE CONCRETE
PEDESTRIAN RAMP
RESHAPE 25% OF
OUTFIELD TO ELIMINATE
LOW SPOTS AS DIRECTED
BY FIELD ENGINEER.
REBUILD
PITCHING
MOUND
STRAIGHTEN
FENCING POSTS
AND REPLACE CHAIN
FABRIC (TYP.)
RESHAPE INFIELD
GRASS AREA AND
RESOD.
REMOVE CURB STOP AND BOX
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WASPREPAREDBYMEORUNDERMYDIRECTSUPERVISIONIHEREBYCERTIFYTHATTHISPLAN,SPECIFICATION,ORREPORTANDTHATIAMADULYLICENSEDUNDERTHELAWSOFTHESTATEOFPRINTNAME:SIGNATURE:DATE:LIC.NO.REVISION
CHECKED
PlotDate:03/07/2023-11:23amDrawingname:U:\193806068\CAD\Dwg\193806068_C001.dwgXrefs:,193806068_BORDER,193806068_XSXTTHECONTRACTORSHALLVERIFYANDBERESPONSIBLEFORALLDIMENSIONS.DONOTSCALETHEDRAWING-ANYERRORSOROMISSIONSSHALLBEREPORTEDTOSTANTECWITHOUTDELAY.THECOPYRIGHTSTOALLDESIGNSANDDRAWINGSARETHEPROPERTYOFSTANTEC.REPRODUCTIONORUSEFORANYPURPOSEOTHERTHANTHATAUTHORIZEDBYSTANTECISFORBIDDEN.CITYOFNEWHOPE,MNLIGHTEDFIELDSITEIMPROVEMENTS193806068
PBR
NAR
ACA
KMS
DDBPROFESSIONALENGINEERMINNESOTA.DAND.BOYUM3/7/202323451CITYPROJECTNO.1095EXISTINGCONDITIONSANDDEMOLITIONPLANC0.01
N
0 25'50'
NOTES:
1. INSTALL EROSION AND SEDIMENT CONTROL PRIOR
TO ANY DEMOLITION WORK, INCLUDING INLET
PROTECTION.
2. ALL DISTURBED AREAS WITH NO WORK OCCURRING
FOR A PERIOD OF 7 CONSECUTIVE DAYS SHALL BE
RESTORED WITH TEMPORARY HYDROMULCH,
INCIDENTAL TO THE PROJECT.
3. TEMPORARY EROSION CONTROL SEED MIX - 21-111.
4. PROTECT EXISTING IRRIGATION AND DRAINTILE
WHEN REGRADING OUTFIELD/RECONSTRUCTING
PITCHER'S MOUND.
5. ESTIMATED BASELINE RESOD AREA IS 130' x 4' x 2'
5.1.30" WIDTH SOD ROLLS
6. REMOVE TIMBER CURBING ON THE NORTH SIDE OF
THE PARK; TO BE REPLACED WITH BITUMINOUS
CURBING
DTDTDTDTDTDTDTDT DTDTDTDTDTDTDTDTDTDTDTDT
DTDTDTDTDTDTDTDTDTDT
DTDT DT
DTDTDTDTDTDTDTDT DTDTDTDTDTDTDTDTDTDTDTDT
DTDTDTDTDTDTDTDTDTDT
DTDTDTDTDTDT DTDTH >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>EX. BATTING CAGE
DUGOUT
DUGOUTU
ALTERNATE 4 -
PREPARE AREA FOR
12' X 12' SHADE
STRUCTURE ADD
WITH PROPOSED
CONCRETE PAD
ALTERNATE 3 - REMOVE TOP
CAP COURSE OF EXISTING
RETAINING WALL
SEE SHEET C8.03
ALTERNATE 1 -
REMOVE ALL FENCING
FOR REPLACEMENT OF
CHAIN LINK AND
ADDITION OF INFIELD
CONCRETE MOW STRIP
ALTERNATE 5 - PREPARE
BATTING CAGE AREA FOR
SYNTHETIC TURF
ALTERNATE 2 - PREPARE AGGREGATE
FOR CONCRETE BLEACHER PADS.
LOCATIONS TO BE MARKED IN FIELD BY
OWNER / FIELD ENGINEER
ALTERNATE 6 - MINOR GRADING
ADJUSTMENTS WITHIN INFIELD.
ADD RED BALL DIAMOND ROCK.
PROTECT EX. BASE ANCHORS.
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WASPREPAREDBYMEORUNDERMYDIRECTSUPERVISIONIHEREBYCERTIFYTHATTHISPLAN,SPECIFICATION,ORREPORTANDTHATIAMADULYLICENSEDUNDERTHELAWSOFTHESTATEOFPRINTNAME:SIGNATURE:DATE:LIC.NO.REVISION
CHECKED
PlotDate:03/08/2023-12:05pmDrawingname:U:\193806068\CAD\Dwg\193806068_C002.dwgXrefs:,193806068_BORDER,193806068_XSXTTHECONTRACTORSHALLVERIFYANDBERESPONSIBLEFORALLDIMENSIONS.DONOTSCALETHEDRAWING-ANYERRORSOROMISSIONSSHALLBEREPORTEDTOSTANTECWITHOUTDELAY.THECOPYRIGHTSTOALLDESIGNSANDDRAWINGSARETHEPROPERTYOFSTANTEC.REPRODUCTIONORUSEFORANYPURPOSEOTHERTHANTHATAUTHORIZEDBYSTANTECISFORBIDDEN.CITYOFNEWHOPE,MNLIGHTEDFIELDSITEIMPROVEMENTS193806068
PBR
NAR
ACA
KMS
DDBPROFESSIONALENGINEERMINNESOTA.DAND.BOYUM3/7/202323451CITYPROJECTNO.1095ALTERNATES:DEMOLITIONPLANC0.02
N
0 25'50'
NOTES:
1. INSTALL EROSION AND SEDIMENT CONTROL PRIOR TO ANY
DEMOLITION WORK, INCLUDING INLET PROTECTION.
2. ALL DISTURBED AREAS WITH NO WORK OCCURRING FOR A
PERIOD OF 7 CONSECUTIVE DAYS SHALL BE RESTORED WITH
TEMPORARY HYDROMULCH, INCIDENTAL TO THE PROJECT.
2.1.TEMPORARY EROSION CONTROL SEED MIX - 21-111.
3. ALTERNATE 1 INCLUDES GROUND PREPARATION FOR
INFIELD MOW STRIP PRIOR TO NEW FENCE CHAINLINK /
GATE REPLACEMENT.
4. ALTERNATE 2 CONCRETE PADS FOR BLEACHERS SHALL
REPLACE A PORTION OF THE BITUMINOUS TRAIL
REPLACEMENT AREA.
4.1.CONCRETE PADS ARE ASSUMED TO HAVE SUFFICIENT
EXISTING AGGREGATE BASE
4.2.CONCRETE TO BE 6" THICKNESS.
4.3.ACTUAL LOCATIONS OF BLEACHER PADS WILL BE
LAID-OUT IN FIELD WITH OWNER AND FIELD ENGINEER.
4.4.TYP. PADS ARE SIZED AS 12' X 20' AND 10' X 25'.
5. ALTERNATE 3 - REMOVE EXISTING TOP CAP FROM WALL,
AND PREPARE TOP COURSE FOR CONCRETE FORMING AND
REINFORCEMENT AND 2 - #4 REBAR TIE-IN WITH APPROX.
10 FOOT SEPARATION.
6. ALTERNATE 5 - PROTECT ADJACENT WETTED POND/NATURAL
BRUSH AREA AND ACCESS AGGREGATE TRAIL. OVERALL
BATTING CAGE LOCATION TO BE SHIFTED EAST AWAY FROM
WETTED AREA/VEGETATION.
7. PROTECT EXISTING IRRIGATION AND DRAINTILE WHEN
REGRADING OUTFIELD/RECONSTRUCTING PITCHER'S
MOUND.
DTDTDTDTDTDTDTDT DTDTDTDTDTDTDTDTDTDTDTDT
DTDTDTDTDTDTDTDTDTDT
DTDT DT
DTDTDTDTDTDTDTDT DTDTDTDTDTDTDTDTDTDTDTDT
DTDTDTDTDTDTDTDTDTDT
DTDTDTDTDTDT DTDTH >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>EX. BATTING CAGE
DUGOUT
DUGOUTU
C W
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WASPREPAREDBYMEORUNDERMYDIRECTSUPERVISIONIHEREBYCERTIFYTHATTHISPLAN,SPECIFICATION,ORREPORTANDTHATIAMADULYLICENSEDUNDERTHELAWSOFTHESTATEOFPRINTNAME:SIGNATURE:DATE:LIC.NO.REVISION
CHECKED
PlotDate:03/08/2023-2:05pmDrawingname:U:\193806068\CAD\Dwg\193806068_C201.dwgXrefs:,193806068_XSXT,193806068_BORDER,193806068_XSNOTHECONTRACTORSHALLVERIFYANDBERESPONSIBLEFORALLDIMENSIONS.DONOTSCALETHEDRAWING-ANYERRORSOROMISSIONSSHALLBEREPORTEDTOSTANTECWITHOUTDELAY.THECOPYRIGHTSTOALLDESIGNSANDDRAWINGSARETHEPROPERTYOFSTANTEC.REPRODUCTIONORUSEFORANYPURPOSEOTHERTHANTHATAUTHORIZEDBYSTANTECISFORBIDDEN.CITYOFNEWHOPE,MNLIGHTEDFIELDSITEIMPROVEMENTS193806068
PBR
NAR
ACA
KMS
DDBPROFESSIONALENGINEERMINNESOTA.DAND.BOYUM3/7/202323451CITYPROJECTNO.1095EROSIONANDSEDIMENTCONTROLPLANC2.01
MS
EROSION CONTROL BLANKET
WITH SEED
30" WIDE SOD
OTHER APPROVED BEST
MANAGEMENT PRACTICE
(BMP)
MACHINE SLICED SILT FENCE
INLET PROTECTION
CULVERT / PIPE PROTECTION
CONCENTRATED SURFACE FLOW
CONCRETE WASHOUTCW
EROSION CONTROL LEGEND
INLET
PROTECTION
(TYP.)
N
0 25'50'PRIMARY ACCESS TO
SITE
INLET
PROTECTION
(TYP.)
OUTLET PROTECTION
(TYP.)
AREA HAS POTENTIAL
TO WASH-OUT DURING
1" RAINFALLS
DTDTDTDT DTDTDTDTDTDT
DTDTDTDTDTDT DTDT DTDTDTDTDTDT
DTDTDTDT DTDTH >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>EX. BATTING CAGE
DUGOUT
DUGOUTll>>>>>>>>>>>>>>>>>PROTECT EXISTING FIELD
LIGHTING (TYP.) AND
AVOID DISTURBING
OSPREY NEST
PROTECT
EXISTING
WARNING
TRACK
REBUILD 10"
PITCHING MOUND
RESHAPE INFIELD GRASS
AREA AND RESOD.
APPROX. LOCATIONS OF
OUTFIELD AREAS WITH
EXISTING DRAINAGE
ISSUES
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WASPREPAREDBYMEORUNDERMYDIRECTSUPERVISIONIHEREBYCERTIFYTHATTHISPLAN,SPECIFICATION,ORREPORTANDTHATIAMADULYLICENSEDUNDERTHELAWSOFTHESTATEOFPRINTNAME:SIGNATURE:DATE:LIC.NO.REVISION
CHECKED
PlotDate:03/08/2023-2:19pmDrawingname:U:\193806068\CAD\Dwg\193806068_C301.dwgXrefs:,193806068_XSXT,193806068_BORDER,193806068_XSNOTHECONTRACTORSHALLVERIFYANDBERESPONSIBLEFORALLDIMENSIONS.DONOTSCALETHEDRAWING-ANYERRORSOROMISSIONSSHALLBEREPORTEDTOSTANTECWITHOUTDELAY.THECOPYRIGHTSTOALLDESIGNSANDDRAWINGSARETHEPROPERTYOFSTANTEC.REPRODUCTIONORUSEFORANYPURPOSEOTHERTHANTHATAUTHORIZEDBYSTANTECISFORBIDDEN.CITYOFNEWHOPE,MNLIGHTEDFIELDSITEIMPROVEMENTS193806068
PBR
NAR
ACA
KMS
DDBPROFESSIONALENGINEERMINNESOTA.DAND.BOYUM3/7/202323451CITYPROJECTNO.1095GRADINGPLANC3.01
N
0 25'50'
H
EX. BATTING CAGE
DUGOUT
DUGOUTU
EESS
SS
ALTERNATE 6 - ADD RED BALL
DIAMOND ROCK AS DIRECTED
WITHIN INFIELD MINOR GRADING
FOR DRAINAGE.
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WASPREPAREDBYMEORUNDERMYDIRECTSUPERVISIONIHEREBYCERTIFYTHATTHISPLAN,SPECIFICATION,ORREPORTANDTHATIAMADULYLICENSEDUNDERTHELAWSOFTHESTATEOFPRINTNAME:SIGNATURE:DATE:LIC.NO.REVISION
CHECKED
PlotDate:03/08/2023-2:33pmDrawingname:U:\193806068\CAD\Dwg\193806068_C601.dwgXrefs:,193806068_XSXT,193806068_BORDER,193806068_XSNOTHECONTRACTORSHALLVERIFYANDBERESPONSIBLEFORALLDIMENSIONS.DONOTSCALETHEDRAWING-ANYERRORSOROMISSIONSSHALLBEREPORTEDTOSTANTECWITHOUTDELAY.THECOPYRIGHTSTOALLDESIGNSANDDRAWINGSARETHEPROPERTYOFSTANTEC.REPRODUCTIONORUSEFORANYPURPOSEOTHERTHANTHATAUTHORIZEDBYSTANTECISFORBIDDEN.CITYOFNEWHOPE,MNLIGHTEDFIELDSITEIMPROVEMENTS193806068
PBR
NAR
ACA
KMS
DDBPROFESSIONALENGINEERMINNESOTA.DAND.BOYUM3/7/202323451CITYPROJECTNO.1095PAVINGPLANC6.01
12" WIDE, 4" THICK CONCRETE
MOW STRIP UNDER ALT. 1 FENCE
SEE SHEET C8.02
BITUMINOUS TRAIL
USING EXISTING
AGGREGATE SHAPED
N
0 25'50'
CONCRETE PEDESTRIAN RAMP
WITH TRUNCATED DOMES
SHAPE AREA TO DRAIN;
PROPOSED 6" CONCRETE PAD
190 LF - BITUMINOUS
CURB
ALT. 1 ALL REPLACEMENT
FENCE AND GATES
SEE SHEET C8.03
10" PITCHING MOUND
ALTERNATE - 5
SYNTHETIC SURFACING
ALTERNATE 2 - 6" CONCRETE
BLEACHER PADS (TYP.)
PLATE NO.
LAST REVISION:
ERO-1
AUG 2017SILT FENCE INSTALLATION
CITY OF NEW HOPE, MN
POST JOINING
DIRECTION OFRUNOFF FLOW
STANDARD & HIGH-FLOWSTANDARD & HIGH-FLOW 2'-0''MINPOSTEMBEDMENTMANUAL INSTALLATION
RUNOFF FLOWDIRECTION OF
T-POSTMACHINE SLICEDPOSTEMBEDMENT2'-0''MINKEY NOTES:
1
24
3
4
1
2
5
6
1. T-post length, 5 ft. min. at 6' max. spacing.
2. Geotextile shall meet MnDOT Spec. 3886.
3. 6" x 6" fabric anchorage trench and backfill with tamped natural soil.
4. Plastic zip ties (3 minimum w/ 50lb tensile) located on top 8".
5. Machine slice 8"- 12" depth (plus 6" flap).
6. Silt fence to wrap around post at least 180°.
4
4 4
4
PLATE NO.
LAST REVISION:
ERO-4A
Jan. 2005EROSION CONTROL AROUND
CATCH BASIN
CITY OF NEW HOPE, MN
TO THE POST MEMBER TO SECURE FILTER FABRIC.
WOODEN LATH SHALL BE NAILED SECURELY
12" MIN. CLEARENCE TO EXISTING GRADE.
AROUND ENTIRE PERIMETER. TOP OF SILT FENCE TO HAVE
MODIFIED TO FIT STRUCTURE. SILT FENCE TO BE PLACED
SIZE AND SHAPE OF THE BARRIER SHALL BE
THE BASIN DURING THE BACKFILLING OPERATION.
CONTRACTOR TO SET POSTS AND FABRIC AROUND
NOTES
2-20D COMMON NAILS
6" MIN. BURY
2'-6"AROUND TOP, FASTENED TO EACH POST USING
2" X 4" HORIZONTAL MEMBERS CONTINUOUS
POSTS, 8 REQ'D.2'-0"2" X 4" X 5' LONG WOOD
UNDERWASHING.
BURIED TO PREVENT
6" OF FABRIC TO BE
AS SPECIFIED. BOTTOM
SILT (GEOTEXTILE) FENCE,
3/4" CLEAR ROCK
1' DEEP X 1' WIDE
FOR SILT FENCE
OVERFLOW IS 12 OF
THE CURB BOX HEIGHT
PLAN
OVERFLOW AT TOP
OF FILTER ASSEMBLY
OVERFLOW IS 12 OF
THE CURB BOX HEIGHT
DEFLECTOR PLATE
HIGH-FLOW FABRIC
FILTER ASSEMBLY
DIAMETER,
6" ON-GRADE
10" AT LOW POINT
CURB
WIMCO ROAD DRAIN CG-3067* HIGH FLOW
INLET PROTECTION CURB AND GUTTER MODEL
OR CITY APPROVED EQUAL.
* FOR THE NEW R-3290-VB STANDARD CASTING,
INSTALL WIMCO ROAD DRAIN CG-3290 OR CITY
APPROVED EQUAL.
EXISTING CURB
PLATE NO.
LAST REVISION:
ERO-4C
Jan. 2005
INLET PROTECTION
CATCH BASIN INSERT
AFTER PAVING
CITY OF NEW HOPE, MN
PLATE NO.
LAST REVISION:PVC PERFORATED PIPE
TRENCH DETAIL - SPECIAL
STO-16
FEB 2019
CITY OF NEW HOPE, MN
2' MINIMUM
TRENCH DETAIL
2"-4"VARIESCOURSE FILTER
AGGREGATE MNDOT
(3149.2H)
4" PERFORATED SCH. 40
PVC DRAIN TILE. SEE
SPECIFICATIONS.
GEOTEXTILE FABRIC
MNDOT (3733-TYPE I) ON
ALL SIDES OF TRENCH
SUBGRADE
1%1 %6"ROOTINGTOPSOILMNDOT3877.2EFINISHED GRADE
PLATE NO.
LAST REVISION:
STR-1
SEPT 2017CURB AND GUTTER
CITY OF NEW HOPE, MN
1/2"R
1/2"R
91/2"2"VARIES
3 /4 "PE R FT
S L O PE
1
10"
5
7"131/2"1/2"R
6"7"8"
SLOPE
3/4"PER FT
1
6"
3
3"R
1/2"R
MnDOT B618
18" B618
1
1
1
STANDARD SECTION
THROUGH DRIVEWAY
NOTE: CURB TO RECEIVE WHITE CURE COAT AFTER FORMING AND
BACK OF CURB TO BE "STABBED" AT JOINT LOCATIONS TO PROMOTE
CRACKING AT JOINTS.
PLACE #4 REBAR AS SHOWN, WHERE CURB CROSSES UTILITY
TRENCHES WITH 3" OF COVER AND 8' ON EITHER SIDE OF IN-CURB
STORM INLETS.
PLATE NO.
LAST REVISION:GENERAL PEDESTRIAN CURB RAMP
DETAILS
STR-7
DEC 2018
CITY OF NEW HOPE, MN
PLAN
CURB
FACE OF
CONC. SIDEWALK
VARIES
1"/FT.SLOPEVARIES
(SEE
PLAN)
CURB
RADIUS
3"2'2'2'
VARIES
TRUNCATED DOMES SHALL BE
NEENAH R-4984,
POWDER-COATED CAST IRON -
CHARCOAL, DETECTABLE
WARNING PLATE OR APPROVED
EQUAL.
2'
REFER TO MnDOT
STANDARD PLAN 5-297.250
3" WEARING COURSE MIXTURE PER SPEC.
8' OR 10'
0.5'
0.5'
MINIMUM 12" WIDE SHOULDER
EACH SIDE
BITUMINOUS PATHWAY
CONCRETE SIDEWALK
4" CONCRETE PER SPEC.
MINIMUM 12" WIDE SHOULDER
EACH SIDE0.5'
0.5'
6' TYP.
SEE TYP. SECTION
PLATE NO.
TYPICAL SECTION FOR BITUMINOUS
PATHWAY AND CONCRETE SIDEWALK
STR-26
0.02'/FT (MAX.)
0.02'/FT (MAX.)
LAST REVISION:
Dec. 2015
CITY OF NEW HOPE, MN
6" AGGREGATE BASE, CLASS 5, 100% CRUSHED
EXCAVATION AND ADDITIONAL AGGREGATE BASE, CLASS 5, AS
DIRECTED BY THE ENGINEER
6" AGGREGATE BASE, CLASS 5, 100% CRUSHED
EXCAVATION AND ADDITIONAL AGGREGATE BASE, CLASS 5, AS
DIRECTED BY THE ENGINEER
GEOTEXTILE FABRIC
GEOTEXTILE FABRIC
PLATE NO.
LAST REVISION:
ERO-4D
APRIL 2022INLET PROTECTION
SILT BOX FOR BEEHIVE CASTING
CITY OF NEW HOPE, MN2'-6"2" X 4" X 2.5' LONG
WOOD POSTS, 8
REQUIRED
1 12" WASHED ROCK 1'
DEPTH X 1' WIDTH
MONOFILAMENT GEOTEXTILE FABRIC
AS PER MNDOT TABLE 3886-1
(MACHINE SLICED) ADDITIONAL
8"-10" OF FABRIC FLAP AT BOTTOM
OF BOX
2" X 4" HORIZONTAL
MEMBERS CONTINUOUS
AROUND TOP AND BOTTOM
FASTENED TO EACH POST
USING 2-20D COMMON NAILS
WOODEN LATH SHALL BE
NAILED SECURELY TO THE
POST MEMBER TO SECURE
FILTER FABRIC
8-10" FABRIC FLAP
EXTENDING BEYOND
BOTTOM 2"X4" - BURY
UNDER ROCK TO PREVENT
UNDERWASHING
NOTES:
CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT AROUND THE INLET STRUCTURE WITH
6" MINIMUM CLEARANCE TO EDGES OF STRUCTURE.
SILT BOX TO BE PLACED ON AN EVEN SURFACE 6" BELOW STRUCTURE OPENING.
TOP OF SILT BOX TO EXTEND 18" MINIMUM ABOVE EXISTING GRADE.
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WASPREPAREDBYMEORUNDERMYDIRECTSUPERVISIONIHEREBYCERTIFYTHATTHISPLAN,SPECIFICATION,ORREPORTANDTHATIAMADULYLICENSEDUNDERTHELAWSOFTHESTATEOFPRINTNAME:SIGNATURE:DATE:LIC.NO.REVISION
CHECKED
PlotDate:03/08/2023-2:40pmDrawingname:U:\193806068\CAD\Dwg\193806068_C801.dwgXrefs:,193806068_BORDER,34_ERO-1,34_ERO-4A,34_ERO-4C,34_STO-16,34_STR-1,34_STR-7,34_STR-26,34_ERO-3,34_ERO-4DTHECONTRACTORSHALLVERIFYANDBERESPONSIBLEFORALLDIMENSIONS.DONOTSCALETHEDRAWING-ANYERRORSOROMISSIONSSHALLBEREPORTEDTOSTANTECWITHOUTDELAY.THECOPYRIGHTSTOALLDESIGNSANDDRAWINGSARETHEPROPERTYOFSTANTEC.REPRODUCTIONORUSEFORANYPURPOSEOTHERTHANTHATAUTHORIZEDBYSTANTECISFORBIDDEN.CITYOFNEWHOPE,MNLIGHTEDFIELDSITEIMPROVEMENTS193806068
PBR
NAR
ACA
KMS
DDBPROFESSIONALENGINEERMINNESOTA.DAND.BOYUM3/7/202323451CITYPROJECTNO.1095CONSTRUCTIONDETAILSC8.01
EXISTING RAIL AT 207" HEIGHT TO REMAIN
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WASPREPAREDBYMEORUNDERMYDIRECTSUPERVISIONIHEREBYCERTIFYTHATTHISPLAN,SPECIFICATION,ORREPORTANDTHATIAMADULYLICENSEDUNDERTHELAWSOFTHESTATEOFPRINTNAME:SIGNATURE:DATE:LIC.NO.REVISION
CHECKED
PlotDate:03/08/2023-2:43pmDrawingname:U:\193806068\CAD\Dwg\193806068_C801.dwgXrefs:,193806068_BORDER,34_ERO-1,34_ERO-4A,34_ERO-4C,34_STO-16,34_STR-1,34_STR-7,34_STR-26,34_ERO-3,34_ERO-4DTHECONTRACTORSHALLVERIFYANDBERESPONSIBLEFORALLDIMENSIONS.DONOTSCALETHEDRAWING-ANYERRORSOROMISSIONSSHALLBEREPORTEDTOSTANTECWITHOUTDELAY.THECOPYRIGHTSTOALLDESIGNSANDDRAWINGSARETHEPROPERTYOFSTANTEC.REPRODUCTIONORUSEFORANYPURPOSEOTHERTHANTHATAUTHORIZEDBYSTANTECISFORBIDDEN.CITYOFNEWHOPE,MNLIGHTEDFIELDSITEIMPROVEMENTS193806068
PBR
NAR
ACA
KMS
DDBPROFESSIONALENGINEERMINNESOTA.DAND.BOYUM3/7/202323451CITYPROJECTNO.1095CONSTRUCTIONDETAILSC8.02
A SERVICE GATE
NO SCALE B FENCE SECTION
NO SCALE C FOUL POLE
NO SCALE
D PEDESTRIAN GATE
NO SCALE
E FENCE MAINTENANCE STRIP SECTION
NO SCALE
F POST COVER DETAIL
NO SCALE
G BACKSTOP DETAIL
NO SCALE
EX. MODULAR BLOCK RETAINING
WALL
6" TALL HIGH POURED IN PLACE CAP BLOCK
WITH 4" OVERHANG WITH 2 - #2 REBAR
EXPANSION JOINT MATERIAL
TRAIL (TYP.)
6 FT
TALL
1 6 FT
160 FT
7 FT
TALL
30 FT
BACKSTOP
6-FT
TALL
1 02 FT
2 8 F T
32 FT
4
0
F
T
28FT32FT120FT16FT135FT7
0
F
T
1
3
0
FT 3' X 7'
WITH
TRANSITION
6
6
F
T
8
0
F
T
1 3 0 F T 140FTSHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OFPRINT NAME:SIGNATURE:DATE:LIC. NO.
REVISION
CHECKED
Plot Date: 03/08/2023 - 2:21pmDrawing name: U:\193806068\CAD\Dwg\193806068_C801.dwgXrefs:, 193806068_BORDER, 34_ERO-1, 34_ERO-4A, 34_ERO-4C, 34_STO-16, 34_STR-1, 34_STR-7, 34_STR-26,34_ERO-3,34_ERO-4DTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLEFORALLDIMENSIONS. DONOT SCALETHEDRAWING - ANY ERRORS OR OMISSIONS SHALL BEREPORTEDTOSTANTECWITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THEPROPERTYOF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZEDBYSTANTECIS FORBIDDEN.CITY OF NEW HOPE, MNLIGHTED FIELD SITE IMPROVEMENTS
193806068
PBR
NAR
ACA
KMS
DDBPROFESSIONAL ENGINEERMINNESOTA.DAN D. BOYUM3/7/202323451CITY PROJECT NO.1095STANDARD DETAILS
C8.03
H ALT. RETAINING WALL CAP DETAIL
NOT TO SCALE
I ALT. FENCING REPLACEMENT DETAIL
NOT TO SCALENOTE:
1. REMOVAL OF EXISTING RETAINING WALL TOP CAP TO OCCUR PRIOR
TO INSTALLATION OF POURED TOP CAP.
2. #2 REBAR TO BE PLACED EVENLY SPACED WITH 3" COVER
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WASPREPAREDBYMEORUNDERMYDIRECTSUPERVISIONIHEREBYCERTIFYTHATTHISPLAN,SPECIFICATION,ORREPORTANDTHATIAMADULYLICENSEDUNDERTHELAWSOFTHESTATEOFPRINTNAME:SIGNATURE:DATE:LIC.NO.REVISION
CHECKED
PlotDate:03/07/2023-11:48amDrawingname:U:\193806068\CAD\Dwg\193806068_C801-Copy-Copy-Copy.dwgXrefs:,193806068_BORDER,34_ERO-1,34_ERO-4A,34_ERO-4C,34_STO-16,34_STR-1,34_STR-7,34_STR-26,34_ERO-3,34_ERO-4DTHECONTRACTORSHALLVERIFYANDBERESPONSIBLEFORALLDIMENSIONS.DONOTSCALETHEDRAWING-ANYERRORSOROMISSIONSSHALLBEREPORTEDTOSTANTECWITHOUTDELAY.THECOPYRIGHTSTOALLDESIGNSANDDRAWINGSARETHEPROPERTYOFSTANTEC.REPRODUCTIONORUSEFORANYPURPOSEOTHERTHANTHATAUTHORIZEDBYSTANTECISFORBIDDEN.CITYOFNEWHOPE,MNLIGHTEDFIELDSITEIMPROVEMENTS193806068
PBR
NAR
ACA
KMS
DDBPROFESSIONALENGINEERMINNESOTA.DAND.BOYUM3/7/202323451CITYPROJECTNO.1095FORREFERENCEONLY:1973PARKSHELTERPLANC8.04
FOR REFERENCE ONLY
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WASPREPAREDBYMEORUNDERMYDIRECTSUPERVISIONIHEREBYCERTIFYTHATTHISPLAN,SPECIFICATION,ORREPORTANDTHATIAMADULYLICENSEDUNDERTHELAWSOFTHESTATEOFPRINTNAME:SIGNATURE:DATE:LIC.NO.REVISION
CHECKED
PlotDate:03/07/2023-11:23amDrawingname:U:\193806068\CAD\Dwg\193806068_C801-Copy-Copy-Copy.dwgXrefs:,193806068_BORDER,34_ERO-1,34_ERO-4A,34_ERO-4C,34_STO-16,34_STR-1,34_STR-7,34_STR-26,34_ERO-3,34_ERO-4DTHECONTRACTORSHALLVERIFYANDBERESPONSIBLEFORALLDIMENSIONS.DONOTSCALETHEDRAWING-ANYERRORSOROMISSIONSSHALLBEREPORTEDTOSTANTECWITHOUTDELAY.THECOPYRIGHTSTOALLDESIGNSANDDRAWINGSARETHEPROPERTYOFSTANTEC.REPRODUCTIONORUSEFORANYPURPOSEOTHERTHANTHATAUTHORIZEDBYSTANTECISFORBIDDEN.CITYOFNEWHOPE,MNLIGHTEDFIELDSITEIMPROVEMENTS193806068
PBR
NAR
ACA
KMS
DDBPROFESSIONALENGINEERMINNESOTA.DAND.BOYUM3/7/202323451CITYPROJECTNO.1095FORREFERENCEONLY:1973PARKSHELTERPLANC8.05FOR REFERENCE ONLY
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WASPREPAREDBYMEORUNDERMYDIRECTSUPERVISIONIHEREBYCERTIFYTHATTHISPLAN,SPECIFICATION,ORREPORTANDTHATIAMADULYLICENSEDUNDERTHELAWSOFTHESTATEOFPRINTNAME:SIGNATURE:DATE:LIC.NO.REVISION
CHECKED
PlotDate:03/07/2023-11:10amDrawingname:U:\193806068\CAD\Dwg\193806068_C801-Copy-Copy-Copy.dwgXrefs:,193806068_BORDER,34_ERO-1,34_ERO-4A,34_ERO-4C,34_STO-16,34_STR-1,34_STR-7,34_STR-26,34_ERO-3,34_ERO-4DTHECONTRACTORSHALLVERIFYANDBERESPONSIBLEFORALLDIMENSIONS.DONOTSCALETHEDRAWING-ANYERRORSOROMISSIONSSHALLBEREPORTEDTOSTANTECWITHOUTDELAY.THECOPYRIGHTSTOALLDESIGNSANDDRAWINGSARETHEPROPERTYOFSTANTEC.REPRODUCTIONORUSEFORANYPURPOSEOTHERTHANTHATAUTHORIZEDBYSTANTECISFORBIDDEN.CITYOFNEWHOPE,MNLIGHTEDFIELDSITEIMPROVEMENTS193806068
PBR
NAR
ACA
KMS
DDBPROFESSIONALENGINEERMINNESOTA.DAND.BOYUM3/7/202323451CITYPROJECTNO.1095FORREFERENCEONLY:1973PARKSHELTERPLANC8.06FOR REFERENCE ONLY
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WASPREPAREDBYMEORUNDERMYDIRECTSUPERVISIONIHEREBYCERTIFYTHATTHISPLAN,SPECIFICATION,ORREPORTANDTHATIAMADULYLICENSEDUNDERTHELAWSOFTHESTATEOFPRINTNAME:SIGNATURE:DATE:LIC.NO.REVISION
CHECKED
PlotDate:03/07/2023-10:44amDrawingname:U:\193806068\CAD\Dwg\193806068_C801-Copy-Copy-Copy.dwgXrefs:,193806068_BORDER,34_ERO-1,34_ERO-4A,34_ERO-4C,34_STO-16,34_STR-1,34_STR-7,34_STR-26,34_ERO-3,34_ERO-4DTHECONTRACTORSHALLVERIFYANDBERESPONSIBLEFORALLDIMENSIONS.DONOTSCALETHEDRAWING-ANYERRORSOROMISSIONSSHALLBEREPORTEDTOSTANTECWITHOUTDELAY.THECOPYRIGHTSTOALLDESIGNSANDDRAWINGSARETHEPROPERTYOFSTANTEC.REPRODUCTIONORUSEFORANYPURPOSEOTHERTHANTHATAUTHORIZEDBYSTANTECISFORBIDDEN.CITYOFNEWHOPE,MNLIGHTEDFIELDSITEIMPROVEMENTS193806068
PBR
NAR
ACA
KMS
DDBPROFESSIONALENGINEERMINNESOTA.DAND.BOYUM3/7/202323451CITYPROJECTNO.1095FORREFERENCEONLY:1973PARKSHELTERPLANC8.07FOR REFERENCE ONLY
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WASPREPAREDBYMEORUNDERMYDIRECTSUPERVISIONIHEREBYCERTIFYTHATTHISPLAN,SPECIFICATION,ORREPORTANDTHATIAMADULYLICENSEDUNDERTHELAWSOFTHESTATEOFPRINTNAME:SIGNATURE:DATE:LIC.NO.REVISION
CHECKED
PlotDate:03/07/2023-10:34amDrawingname:U:\193806068\CAD\Dwg\193806068_C801-Copy-Copy-Copy.dwgXrefs:,193806068_BORDER,34_ERO-1,34_ERO-4A,34_ERO-4C,34_STO-16,34_STR-1,34_STR-7,34_STR-26,34_ERO-3,34_ERO-4DTHECONTRACTORSHALLVERIFYANDBERESPONSIBLEFORALLDIMENSIONS.DONOTSCALETHEDRAWING-ANYERRORSOROMISSIONSSHALLBEREPORTEDTOSTANTECWITHOUTDELAY.THECOPYRIGHTSTOALLDESIGNSANDDRAWINGSARETHEPROPERTYOFSTANTEC.REPRODUCTIONORUSEFORANYPURPOSEOTHERTHANTHATAUTHORIZEDBYSTANTECISFORBIDDEN.CITYOFNEWHOPE,MNLIGHTEDFIELDSITEIMPROVEMENTS193806068
PBR
NAR
ACA
KMS
DDBPROFESSIONALENGINEERMINNESOTA.DAND.BOYUM3/7/202323451CITYPROJECTNO.1095FORREFERENCEONLY:1973PARKSHELTERPLANC8.08
FOR REFERENCE ONLY
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WASPREPAREDBYMEORUNDERMYDIRECTSUPERVISIONIHEREBYCERTIFYTHATTHISPLAN,SPECIFICATION,ORREPORTANDTHATIAMADULYLICENSEDUNDERTHELAWSOFTHESTATEOFPRINTNAME:SIGNATURE:DATE:LIC.NO.REVISION
CHECKED
PlotDate:03/07/2023-10:28amDrawingname:U:\193806068\CAD\Dwg\193806068_C801-Copy-Copy.dwgXrefs:,193806068_BORDER,34_ERO-1,34_ERO-4A,34_ERO-4C,34_STO-16,34_STR-1,34_STR-7,34_STR-26,34_ERO-3,34_ERO-4DTHECONTRACTORSHALLVERIFYANDBERESPONSIBLEFORALLDIMENSIONS.DONOTSCALETHEDRAWING-ANYERRORSOROMISSIONSSHALLBEREPORTEDTOSTANTECWITHOUTDELAY.THECOPYRIGHTSTOALLDESIGNSANDDRAWINGSARETHEPROPERTYOFSTANTEC.REPRODUCTIONORUSEFORANYPURPOSEOTHERTHANTHATAUTHORIZEDBYSTANTECISFORBIDDEN.CITYOFNEWHOPE,MNLIGHTEDFIELDSITEIMPROVEMENTS193806068
PBR
NAR
ACA
KMS
DDBPROFESSIONALENGINEERMINNESOTA.DAND.BOYUM3/7/202323451CITYPROJECTNO.1095FORREFERENCEONLY:1973PARKSHELTERPLANC8.09FOR REFERENCE ONLY
Baseball Field
City of New Hope, Minnesota
Capital Improvement Plan - Parks Infrastructure Fund 9233
Schedule of Planned Capital Outlay 2022 to 2032
2023
Year to Estimated
Department Replace Item Cost Amounts
Parks & Recreation 2023 Parks Lighted Baseball Field 828,000 828,000
Parks & Recreation 2023 Parks lighting improvements 90,000 90,000
Parks & Recreation 2023 Parks maintenance (Liberty Park basketball courts)150,000 150,000
Parks & Recreation 2023 Park Meadow Lake pickleball court improvements 135,000 135,000
Parks & Recreation 2023 Pool misc equipment 5,000 5,000
1,208,000$
I:\RFA\PUBWORKS\2023\Council\926M Caterpillar Wheel Loader\Q&R 2023 Wheel Loader.docx
Request for Action
March 13, 2023
Approved by: Tim Hoyt, Acting City Manager
Originating Department: Public Works
By: Bernie Weber, Director
Agenda Title
Resolution authorizing the purchase of equipment and appropriation of funds in the amount of $189,447.07 for
purchase of a 2023 Caterpillar 926M Wheel Loader and ancillary equipment from Ziegler Inc.
Requested Action
Staff is recommending that the Council approve a resolution authorizing the purchase of a 2023 Caterpillar
926M Wheel Loader and ancillary equipment from Ziegler Inc.
Policy/Past Practice
The city develops a ten‐year Capital Improvement Program (CIP) for capital equipment, facility
improvements, and infrastructure projects. Every two years the CIP is reviewed, updated, and extended two
years for another ten‐year period. The current CIP has wheel loader and ancillary equipment listed in its
capital equipment section for purchase in 2023.
Background
The 2023 capital improvement program (CIP) includes the purchase of a wheel loader and ancillary
equipment. The Caterpillar 926m wheel loader would replace the city’s existing ten‐year‐old Caterpillar 924k
Wheel Loader (unit #234). The wheel loader is a vital piece of equipment in the Public Works fleet of
equipment. The loader is used primarily in the winter for snow removal, and is used for numerous other
functions of Public Works maintenance, by both the Street and Utilities departments throughout the year.
The recommended ancillary equipment to be purchased with the wheel loader includes a front bucket and
snowplow package.
Staff is recommending that the city use the Minnesota Cooperative Purchasing Program to purchase the 2023
926M Wheel Loader and ancillary from Ziegler Inc. Ziegler Inc. has been awarded the contract (Contract No.
221529: Release No. L‐331) as the vendor for Caterpillar Equipment in 2023.
The central garage supervisor and operators of the equipment recommend the older loader be retired from
city use as operational features are becoming quite worn from frequent use and the machine has reached its
estimated life cycle. It is important that this piece of equipment remains reliable as this machine is in
operation in critical situations. The central garage supervisor does not advise extending the life cycle on the
current piece of equipment.
If authorized, staff recommends trading in the old wheel loader at the time of purchase. Ziegler Inc. has
offered the city a trade in value of $103,330. Based upon research of comparable equipment, staff has deemed
this a fair valuation for the old equipment.
Agenda Section
Ordinances &
Resolutions
Item Number
10.1
Funding
The cost of the Caterpillar 926M Wheel Loader and ancillary equipment is $292,777.07. The $103,330 trade in
value of the old loader will reduce the purchase price of the 926M Wheel Loader to $189,447.07. In 2023, the
CIP equipment replacement fund has $208,975.64 designated for the purchase of a wheel loader and ancillary
equipment. Therefore, the purchase would be under the 2023 CIP by $19,528.60.
Attachments
Resolution
Central Garage Supervisor’s Memo
Quotation from Ziegler Inc.
City of New Hope
Resolution 23‐
Resolution authorizing the purchase of equipment
and appropriation of funds in the amount of $189,447.07 for purchase of a 2023
Caterpillar 926M Wheel Loader and Ancillary Equipment from Ziegler Inc.
WHEREAS, the city of New Hope prepares a ten‐year capital improvement program (CIP) as a
guiding document for equipment acquisition and improvement projects to assist
with preparation of each annual operating budget; and,
WHEREAS, the CIP is not formally adopted as a budget document, nor does it authorize the
acquisition of individual equipment and/or projects listed therein; and,
WHEREAS, the Public Works Department recommends the acquisition of a 2023 Caterpillar
926M Wheel Loader and ancillary from Ziegler Inc.; and,
WHEREAS, the funds for this equipment have been provided within the central garage
equipment replacement fund CIP account for the Public Works Department.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the city of New Hope, Minnesota,
that the appropriation of $189,447.07 for payment to Ziegler Inc., from the central
garage equipment replacement fund CIP account is authorized and the central
garage equipment replacement fund budget is hereby amended.
Adopted by the City Council of the city of New Hope, Hennepin County, Minnesota, this 13th
day of March, 2023.
Mayor
Attest:
City Clerk
Memorandum
To: Bernie Weber‐Director of Public Works
From: Bill Robberstad‐Central Garage Supervisor
Date: 02/23/2023
Subject: Purchase of a 2023 Caterpillar 926M Wheel Loader and ancillary from Ziegler Inc.
Staff is recommending the city purchase 2023 Caterpillar 926M Wheel Loader and ancillary
equipment from Ziegler Inc. for $189,447.07.
The 2023 capital improvement program (CIP) includes the purchase of loader and ancillary
equipment to replace the city’s existing ten‐year‐old Caterpillar 924k loader (unit #234). The wheel
loader is a vital piece of equipment in the Public Works fleet of equipment. The loader is used
primarily in the winter for snow removal, and is used for numerous other functions of public works
maintenance, by both the Street and Utilities departments, throughout the year.
Central Garage staff and operators of the equipment recommend the older loader be retired
from city use as operational features are becoming quite worn from frequent use and the
machine has reached its estimated life cycle. It is important that this piece of equipment remains
reliable as this machine is in operation in critical situations. I do not advise extending the life
cycle on the current piece of equipment.
The ancillary equipment, staff recommends purchasing with the wheel loader includes a front
bucket and snowplow package.
Staff is recommending that the city utilize a cooperative purchasing opportunity provided through
State of Minnesota Cooperative Purchasing Venture (CPV) to purchase the new loader ancillary
equipment. Ziegler has been awarded Contract No. 221529 under the CPV.
The cost of the 926M loader and equipment is $292,777.07. The $103,330 trade in value of the old
loader will bring the total cost of the 926M loader to $189,447.07. In 2023, the CIP equipment
replacement fund has $208,975.64 designated for the purchase of a wheel loader. The purchase
of this equipment is below the budgeted amount.
Ziegler Inc.
Page 1 of 5
200114-01
Feb 09, 2023
CITY OF NEW HOPE
4401 XYLON AVE N
NEW HOPE, MN 55428-4843
Dear Bill Robberstad,
We would like to thank you for your interest in our company and our products, and are pleased to quote the following for your
consideration.
Caterpillar Model: 926M Wheel Loaders
MN STATE CONTRACT NUMBER: 221529
RELEASE NUMBER: L-331 (5)
VALID UNTIL: 11/30/2023
We wish to thank you for the opportunity of quoting on your equipment needs. This quotation is valid for 30 days, after which time we
reserve the right to re-quote. If there are any questions, please do not hesitate to contact me.
Sincerely,
Dillon Kelly
Territory Manager
Ziegler Inc.
Page 2 of 5
Caterpillar Model: 926M Wheel Loaders
Standard Equipment
OTHER STANDARD EQUIPMENT
lockable compartments
POWERTRAIN
Axle seal guards Hydraulically driven demand cooling fan
Auto Idle shut down feature Hydrostatic transmission with electronic
Cat C7.1ACERT engine control
-Power Modes (Standard and Performance) -Operator Modes (Default, TC, Hystat and
-Power by Range (High Power in Range 4) Ice)
-Tier 4 Final/Stage IV compliant -Directional Shift Agressiveness (Fast,
-Turbocharged and aftercooled Medium, Slow)
-Filtered crankcase breather -Rimpull control, adjust wheel torque
-Diesel particulate filter -Creeper control, adjust ground speed
-Selective Catalyst Reduction Lubed for life driveshafts
Coolant protection to -34C (-29F) Parking brake, electric
Differential lock in front axle Single plane cooling package wide 6 fins
Dry type air cleaner per inch density
Enclosed wet disc full hydraulic brakes S-O-S port,engine,coolant,transmission
Fuel priming pump, automatic oil
Fuel water separator
HYDRAULICS
Automatic lift and bucket kickouts, Hydraulic Response setting (Fast,
adjustable in-cab Medium, Slow)
Bucket and Fork Modes, adjustable in-cab Hydraulic diagnostic connectors and
Cylinder damping at kickout and S-O-S ports
mechanical end stops Hydraulic sight gauge, visible
Fine Mode control (Fast, Medium, Slow) Load sensing hydraulics and steering
in Fork Mode Seat mounted hydraulic joystick controls
ELECTRICAL
Alternator, 115-amp, heavy duty rear stop and turn lights
12V power supply in cab (2) Heavy duty gear reduction starter
Batteries, 1,000 CCA (2) 24 volt system, Product Link PRO w/3 year subscription
disconnect switch Remote jump start post
Back up alarm Resettable main and critical function
Emergency shutdown switch breakers
Halogen work lights front and rear, LED Roading lights front and rear
OPERATOR ENVIRONMENT
75 mm (3 in) retractable seatbelt Interior cab lighting, door and dome
Automatic temperature control Interior rearview mirrors (2)
Cab, enclosed ROPS/FOPS pressurized Lunch box storage
and sound suppressed Operator warning system indicators
Cup holders Radio ready speakers
External heated mirrors with lower Rear window defrost, electric
parabolic Seat mounted electronic implement
Ground level cab door release controls, adjustable
Gauges Sliding glass on the side windows
-Digital hour meter, odometer and Column mounted multi function control
tachometer -lights, wipers, turn signal
-Digital ground speedometer and Suspension seat, fabric
direction indicator Tilt and telescope steering wheel
-Engine coolant temperature gauge Tinted front glass
-Fuel and Diesel Exhaust Fluid level Wet arm wiper/washer, 2-speed and
indicator intermittent, front
-Hydraulic oil temperature gauge Wet arm wiper washer, rear
Hydraulic control lockout
OTHER STANDARD EQUIPMENT
Ziegler Inc.
Page 3 of 5
Large-access enclosure doors with Recovery hitch with pin
adjustable close/open force Remote mounted lubrication points
Parallel lift loader linkage Vandalism protection-
MACHINE SPECIFICATIONS
REF # DESCRIPTION LIST PRICE
541-2670 926M WHEEL LOADER $223,276.91
Serial Number Prefix W5L
Serial Number Prefix W5L.
LANE 2 - AVAILABLE FROM CLAYTON FACTORY
LANE 2 - AVAILABLE FROM CLAYTON FACTORY.
LANE 3 - AVAILABLE FROM CLAYTON FACTORY
LANE 3 - AVAILABLE FROM CLAYTON FACTORY.
430-2943 PREP PACK, UNITED STATES $0.00
430-2996 STEERING, STANDARD $0.00
372-1868 STANDARD RADIO (12V) $909.53
366-8148 FENDERS, STANDARD $0.00
348-2579 CTWT, STANDARD, 763LBS, 2 PCS $0.00
430-2859 RIDE CONTROL $4,990.49
333-1425 WARNING, BEACON, LED STROBE $328.57
536-5320 ENVIRONMENT, STANDARD $0.00
445-4725 JUMPER LINES, AUX 3RD, FUSION $714.29
563-5967 SEAT, DELUXE $1,314.29
565-0908 PRODUCT LINK, CELLULAR PL641 $0.00
536-5313 QUICK COUPLER, FUSION $5,180.97
559-0844 LIGHTS, AUX, LED, PREMIUM $1,261.91
525-5964 WEATHER, COLD START 120V $2,609.53
527-0422 ENGINE $0.00
536-5281 HYDRAULICS, STANDARD, SL $0.00
333-6527 DIFFERENTIAL,LIMITED SLIP REAR $3,771.44
541-3073 HYDRAULICS, 3V, CPLR READY, SL $2,923.82
530-1623 LINES, AUX 3RD, STD LIFT $376.19
549-0451 CAB, DELUXE $5,047.64
619-8443 HYDRAULIC OIL, STANDARD $0.00
366-6892 TIRES,20.5R25 MX XSNOPLUS * L2 $20,657.21
491-7922 TOOLBOX AUX $623.81
536-5349 AUTOLUBE $8,142.88
366-8149 FENDERS, EXTENDED COVER $2,642.87
360-3323 BUCKET-GP, 3.0 YD3, FUS, BOCE $9,616.22
541-3067 LIGHTS, ROADING, LED, RH $1,080.96
TOTAL LIST PRICE $295,469.52
TOTAL CORPORATE DISCOUNT (27.6% OF LIST) ($81,549.59)
TOTAL CONFIGURED PRICE $213,919.93
0P-9002 LANE 2 ORDER $0.00
0P-2407 ANTIFREEZE, -50C (-58F) $337.14
0P-0210 PACK, DOMESTIC TRUCK $0.00
421-8926 SERIALIZED TECHNICAL MEDIA KIT $0.00
Ziegler Inc.
Page 4 of 5
REF # DESCRIPTION LIST PRICE
TOTAL NET ITEMS $337.14
5.11.17 Craig Snow Plow Pkg $71,620.00
5.6.83 84 Month / 4,000 Hour Premier $6,900.00
TOTAL POST FACTORY ITEMS $78,520.00
TOTAL MACHINE SELL PRICE $292,777.07
Ziegler Inc.
Page 5 of 5
SELL PRICE $292,777.07
LESS TRADE VALUE (S/N: PWR01579) ($103,330.00)
BALANCE $189,447.07
TRADE-INS
- Trade Value includes the machine with coupler and bucket, two (2) sets of HPL 48” Forks, Material Handling Arm, Henke 12’
Two W ay Plow with 10’ W ing
WARRANTY
Standard Warranty: As Described Above – 5.6.83
F.O.B/TERMS: MINNEAPOLIS
Accepted by _________________________________________ on _____________________
_____________________________________________________________
Signature
S:\March 13, 2023 Council Meeting\12.1 Q ‐ Upcoming Events.docx
Request for Action
March 13, 2023
Approved by: Tim W. Hoyt, Acting City Manager
Originating Department: City Manager
By: Tim W. Hoyt, Acting City Manager
Agenda Title
Exchange of communication between members of the city council
Upcoming meetings and events:
March 14 7 p.m. – Citizen Advisory Commission Meeting
March 15 5:30 p.m. – North Metro Mayors Board of Directors Meeting
March 16 8:30 a.m. – Bassett Creek Watershed Management Commission Meeting
March 20 6/6:30 p.m. – City Council Work Session
March 21 7:30 a.m. – District 281 Partnership Meeting
March 27 7 p.m. – City Council Meeting
Agenda Section
Other Business
Item Number
12.1