HomeMy WebLinkAbout2008-09-24 CC Packet - Set Agenda
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CITY COUNCIL MEETING AGENDA
Wednesday, September 24, 2008
Set Agenda = Italics
OPEN FORUM 6:30 p.m.: An opportunity for members ofthe public to address the City Council on items not on
the current agenda. Items requiring Council action may be deferred to staff or Boards and Commissions for
research and future Council Agendas if appropriate. You will be limited to two (2) minutes and we ask that you
conduct yourself in a professional, courteous manner, and refrain from the use of profanity. Failure to abide by this
policy may result in the loss of your privilege to speak. Persons wishing to speak will be required to complete a
sign-up sheet and give it to the Mayor or a Staff person by 6: 15 p.m.
I. CALL TO ORDER at 6:30 p.m. or shortly thereafter
1. Roll Call
II. PUBLIC HEARING
III. APPROVAL OF AGENDA
IV. APPROVAL OF MINUTES
1. September 10,2008 City Council Meeting Minutes
2. September 10,2008 City Council Work Session Meeting Minutes
V. CONSENT AGENDA
1. City of Centerville September 10,2008 through September 24, 2008 Claims
2. Centennial Fire District Claims through September 16, 2008
3. Centennial Lakes Police Department Claims through September 11, 2008
4. Water Tower Annual Maintenance Proposal- (Cathodic Protection
Corrosion Control Equipment) - Corrpro Waterworks - $520/year
5. Request For Extension 0/ Hanzal Variance to December 31,1008
VI. A W ARDSIPRESENT A TIONS/APPEARANCES
VII. OLD BUSINESS
1. Fall Cleanup Days - Household Hazardous Waste - Report of SCORE
Funds
1. Res. #08-0XX - Resolution Revising Hearing Dates for Truth and Taxation
Hearings on the 1009 Budget & Tax Levy-
VIII. NEW BUSINESS
1. City Communications
2. Request for Budget Amendment (Bonestroo)
a. CSAH14
b. 2009 Street Improvement
3. Trail Grant Project - Approval of Budget for Surveying & Permit Process
(Bonestroo)
4. Res. #08-0XX - Approving Plans & Specifications and Ordering Bids for the
2009 Street Improvement Project
IV. ANNOUNCEMENTSIUPDATES
1. City Administrator, Mr. Dallas Larson
a. Status of Comprehensive Plan
b. LaserFiche User Instructions
2. Mayor Capra
a. Citizen Corp. Council
b. Other
x. ADJOURNMENT
* * REMINDERS * *
Parks & Recreation Committee Meeting - October 1,2008,6:30 p.m. Council Chambers
Planning & Zoning Commission Meeting - October 7, 2008, 6:30 p.m. Council Chambers
City Council Meeting - October 8, 2008, 6:30 p.m. Council Chambers - Fire Chief Jerry Streich
- (Fire Prevention Month Activities & Fire Fighter Recruitment)
City Council Meeting - October 22, 2008, 6:30 p.m. Council Chambers - Superintendent Roger
Worner - (Profile of School District, Highlights of 2007 -08 Organizational Year &
focuses/Goals for the 2008-09 Organizational Year
Compost Bins Available!
Anoka County is offering compost bins for sale at the reduced cost of $30.00 (including tax). This offer is for
Anoka County residents only. Checks, made payable to Anoka County, are the preferred method of payment.
For locations selling bins and more details about the program, go to www.anokacounty.us/vardwaste or call Anoka
County Integrated Waste Management at 763-323-5730, Monday - Friday 8:00 a.m. - 4:30 p.m.
Bins will be available while supplies last.
CITY OF CENTERVILLE
09/24/08 1 :51 PM
Page 1
*Check Summary Register@
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UPDATE
SEPTEMBER 2008
Name
Check Date
Check Amt
10100 MAIN STREET BANK
Paid Chk# 023725 AVLlC 9/24/2008
Paid Chk# 023726 CITIES DIGITAL 9/24/2008
Paid Chk# 023727 COMCAST 9/24/2008
Paid Chk# 023728 DELTA DENTAL 9/24/2008
Paid Chk# 023729 EMPIRE ELECTRIC 9/24/2008
Paid Chk# 023730 LEAGUE OF MN CITIES 9/24/2008
Paid Chk# 023731 LINCOLN MUTUAL LIFE & CASUA 9/24/2008
Paid Chk# 023732 NATIONWIDE RETIREMENT SOL 9/24/2008
Paid Chk# 023733 QWEST 9/24/2008
Paid Chk# 023734 SPRINT 9/24/2008
Paid Chk# 023735 THILL, MARY ANN 9/24/2008
Paid Chk# 023736 US BANK. 9/24/2008
Paid Chk# 500222E BI-WEEKL Y ACH 9/4/2008
Total Checks
$175.00 DEF COMP W/H PAY PERIOD 19
$591.46 SCANNING SERVICES - 8-19-08
$66.59 INTERNET & CABLE
$456.75 OCT. 2008 DENTAL INS.
$4.50 OVER PAID C08-242 -1715 DUPRE
$375.00 2008-09 MCSC FEES - D LARSON
$248.56 LIFE INS. - OCT. 2008
$613.96 DEF COMP W/H FOR PAY PERIOD 19
$419.41 651-429-3232 - SERV THRU 10-15
$438.81 CELL PHONE SERV THRU 9-14-08
$20.50 ELECTION TRAINING 2008
$218.24 COMPUTER MONITOR
$16,734.34
$20,363.12
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T,sta6fisfted 1857
1880 :Main Street, Centervitre, :M~ 55038
651-429-3232 or<F~651-429-8629
September 24, 2008
Memo to Council:
Re: Variance for Lot 6, Clearwater Creek Estates (Jeffrey & Laura Hanzal)
In March of 2007, Council approved a setback variance for the referenced property The
variance include language requiring the home to be built within 12 months or the
variance would expire. The Council later extended the variance for six months, which
would expire about September 14, 2008. They are in substantial compliance with the
variance, since the home is well along with construction. As a technical matter, the home
is not complete and it would be wise to take action to extend the variance to ensure
technical compliance with the Council intent. I would recommend that the Council
approve extending the variance to December 31, 2008. This action is being placed on the
consent agenda.
Mel11o...
TO: Honorable Mayor and Council Members
FROM: City Staff
SUBJECT: Recycling Funds/SCORE FundinglEvents
DATE: September 24, 2008
As you are aware, the City Wide Garage Sale Days/Clean Up Days have been a huge hit
in the past. Several years ago we were requested to try a Fall Garage Sale Days/Clean Up
Days. We complied with resident requests; however, a small amount of participation was
received. Staff determined that the Fall event would not take place this year and that
funding could be spent in alternative areas. Staff received approximately 15 inquires to
whether there would be a Fall Garage Sale/Clean Up event this year.
Over the past several years we have tried to incorporation new and innovative recycling
opportunities for residents. We have secured Shred-It, Mr. Michael Recycles, and
Electronics Recycling in the past. We are looking in to a service that accepts pet
products (collars, bedding, dishes, etc.). These services have been provided for free or
reduced rates. The City offered a theatrical type, kids themed presentation(s), (Tricia &
The Toonies), at the elementary school and incorporated that same performance at Fete
des Lacs. Staff is open to any suggestions that Councilor residents may have in the area
of offerings for recycling.
Some residents have requested having a Household Hazardous Waste drop off as part of
Centerville's offerings, whether in an exclusive event, or in conjunction with the clean up
days.
I contacted Anoka County Integrated Waste/ Anoka County who operates the Household
Hazardous Waste Facility today and spoke with Amy Altman. Ms. Altman stated that
she has never known the County to complete an off site collection and the County's
intent is to have individuals bring their waste to the Hazardous Waste facility. Amy also
stated that other cities within Anoka County have a much further traveling distance to get
to the facility. Ms. Altman explained that specialized equipment and staff are needed for
acceptance, containment and transportation of chemicals that are received at their site and
at a satellite site/event. Ms. Altman felt that this request would be a nice addition to the
services that they offer and she would bring it forward for staff and County Board
discussion. Amy also stated that an off-site event would take months to schedule. Ms.
Altman would keep me apprised of the County's consideration.
The City's expenditures to date have been $7,194.81 and the City has been reimbursed
$5,272.30 to date. Reimbursement from the County occurs twice a year. Our allocation
for funding for 2008 is $16,577.20. It is anticipated that not all funding will be utilized
unless we provide such additional activities as (Tricia & The Toonies event at the
elementary school, electronics collection, recycling signage (i.e. street sign replacement),
appliance collection, or a one~time credit to residents for recycling).
Please let Staff know of your suggestions/recommendations.
l~ _ _ _ _ _ _ _ _ _ _
Recycling - Integrated Waste Management - Anoka County, MN
&
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Page 1 of4
Board of Commissioners
Sheriff County Attorney
Court. 10th District
Departments
About Us
Welcome to the website of Anoka County, MN
with information and services for:
Residents Businesses
Visitors
I Search I
Home -> Departments -> Integrated Waste Management -> Household Hazardous Waste
Integrated Waste
Management
Dept Home Page
Recycling Search Page
News & Events
Residential Recycling
Opportunities & Garbage
Disposal
Household Hazardous
Waste
Yard and Tree Waste
Backyard Composting
Commercial Recycling
Publications
Links
Contact Us
Household Hazardous Waste
This page has information about household hazardous waste (HHW),
including:
. What is household hazardous waste?
. Where to bring household hazardous waste (the Anoka County HHW
facility)
. How to use the Anoka County HHW facility
What is household hazardous waste?
Unusable or unwanted chemicals are considered household hazardous
waste when their disposal poses an environmental or health threat. When
disposed of in the garbage, down the drain or on the ground, some
household chemicals can threaten our environment, harm garbage collectors
or hurt you,
Household hazardous waste does not include waste from
businesses or organizations. Although the wastes may be
similar in nature, business hazardous waste is strictly regulated in
the State of Minnesota. For hazardous business waste
information, contact Anoka County Environmental Services.
Most household hazardous wastes are hazardous because they are
flammable, corrosive or toxic. Look for the signal words on the label. Some
signal words indicate the type of hazard posed by a product - flammable,
corrosive or toxic. Other general signal words - caution, warning and
danger - indicate the product's degree of hazard.
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To help protect the environment and your health, choose the least hazardous
product to get the job done.
top of page
Household Hazardous Waste Facility
The Anoka County Household Hazardous Waste Facility is for use by Anoka
County residents. Businesses, schools and other organizations may
NOT use the HHW facility.
There is no charge to use the site. Please bring identification, such as a
driver's license, as proof of residency.
http://www.co.anoka.mn.us/v2 _ deptliwmlhhw.aspx
9/24/2008
Recycling - Integrated Waste Management - Anoka County, MN
Page 2 of 4
Veolia Environmental Services (formerly Onyx Environmental Services)
operates the household hazardous waste facility under contract to Anoka
County.
Location: 3230 101st Ave NE, Blaine.
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Directions:
From Highway 65: Go east on 105th Avenue, past the National
Sports Center. Turn right (south) on Radisson Road (CSAH 52).
Turn left (east) on 101st Avenue at the traffic light. Drive east 1/4
mile to 3230. Watch for green "Anoka County Household
Hazardous Waste Facility" signs.
From 35W: Exit at 95th Avenue and go west. Follow the curve
onto Radisson Road (CSAH 52) going north. Turn right (east) on
101st Avenue. Drive east 1/4 mile to 3230. Watch for green
"Anoka County Household Hazardous Waste Facility" signs.
Hours of Operation:
April - October
Wednesday: 2 - 8 p.m.
Friday & Saturday: 9 a.m. - 3 p.m.
Closed Independence Day
November - March
Wednesday: 2 - 8 p.m.
Saturday: 9 a.m. - 3 p.m.
Closed New Year's Day, Thanksgiving, and Christmas.
top of page
http://www.co.anoka.mn.us/v2_deptliwmlhhw.aspx
9/24/2008
Recycling - Integrated Waste Management - Anoka County, MN
Page 3 of 4
How to use the Household Hazardous Waste Facility
The site is for use by Anoka County residents. Bring identification, such as
a driver's license, as proof of residency.
Before going to the site, you may want to use the Recycling Search page to
learn more about reduce/re-use/recycle/disposal options for your items.
Examples of what to bring to the HHW facility:
Aerosol cans that have contents remaining, antifreeze, driveway
sealer, gasoline and other fuels, mercury, paint (liquid only), paint
stripper, paint thinner, pesticides, used motor oil, used oil filters,
varnish, wood preservatives, and other household products that
are corrosive, flammable, combustible or poisonous.
Do not bring:
Ammunition, appliances, asbestos, batteries, computers,
electronics, empty containers, fluorescent lamps, or tires. For
disposal options for these unacceptable materials, use the
Recycling Search page, or call Anoka County Integrated Waste
Management. (763)323-5730, or e-mail
recycle@co.anoka.mn.us
Wastes from businesses, schools or organizations are not
accepted. For information about hazardous waste from a
business or organization, contact Anoka County Environmental
Services.
When you arrive at the facility:
When you arrive at the facility, drive around to the back of the
building. Please remain in your vehicle until a technician assists
you.
Safe Transportation Tips:
Do not mix products.
Seal containers tightly to prevent leaks. Place any leaking
containers into another container, such as a plastic bucket with a
secure lid.
Place containers upright in sturdy boxes to prevent tipovers and
spills in your vehicle.
For more information on household hazardous waste, call Anoka County
Integrated Waste Management, (763) 323-5730 or e-mail
recycle@co.anoka.mn.us (Please specify whether inquiry is for a business
or a home, city where business or home is located, specific material or waste
for which you want recycling/disposal information.)
http://www.co.anoka.mn.us/v2_deptJiwmlhhw.aspx
9/24/2008
1_______
Recycling - Integrated Waste Management - Anoka County, MN
Page 4 of4
top of page
Anoka County Integrated Waste Management
Government Center
2100 Third Avenue, Room 340
Anoka, MN 55303-2265
Phone: (763) 323-5730 I Fax: (763) 323-5731 I E-mail: use the Contact Us page
Privacy Policy & Disclaimer I HIPAA Notice of Privacy Practices I Feedback I Top of Page I Home
This is page http://www.AnokaCounty.uslv2_deptliwmlhhw.aspx
The text and design of this page were last updated on Tuesday, August 15, 2006. Some information displayed on this page may have
been created or revised at a different date.
This page was requested and displayed on Wednesday, September 24, 2008
This is the official Web site of Anoka County Government.
Copyright @ 2008 Anoka County.
2100 3rd Ave
Anoka, MN 55303
763-421-4760 (switchboard)
763-323-5289 (TTY)
To contact Anoka County Government by phone, see
this directory. Contact information is also provided in
each program description. For questions about this
Web site, use Feedback to contact the Webmaster.
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'EstaEfished 1857
STATE OF MINNESOTA
COUNTY OF ANOKA
CITY OF CENTERVILLE
1880 :Main Street, CentervilIe, !M!N 55038
651-429-3232 or'F~651-429-8629
Res. #08-_
A RESOLUTION MODIFYING DATES FOR HEARINGS ON THE 2009
BUDGET AND TAX LEVY
WHEREAS, on September 10, 2008, the Council adopted Res. #08-024, adopting the
2009 Preliminary Budget and tax levy and setting hearing dates to consider public input
on the matter, and
WHEREAS, it has been determined by Anoka County that the date of December 10,
2008, contained in the resolution adopted on September 10,2009, is not a date that can be
used for the initial budget hearing due to conflicts with hearings at other government
jurisdictions.
NOW THEREFORE BE IT RESOLVED by the City Council of the City of
Centerville, County of Anoka, State of Minnesota, that the initial date for the budget
hearing shall be December 2, 2008, and that the continuation date if needed shall be
December 10, 2008.
Adopted by the Council this 24th day of September, 2008.
Mary Capra Mayor
Attest:
Teresa Bender, City Clerk
L_______ _
September 24,2008
Dallas Larson
Administrator
City of Centerville
1880 Main Street
Centervllle, MN 55038
Re: Transportation Enhancement Trail Grant
Preliminary Survey and Project Memorandum Engineering Proposal
City of Centerville
Bonestroo File No.: 000616-08165-0
Dear Dallas:
As a first step in the proposed Transportation Enhancement Trail Grant project, preliminary
survey work and an environmental document known as a Project Memorandum, will need to be
completed. The following outlines our scope of services and the associated fees for these two
activities.
Preliminarv SUrvey
As is now required by law, the locations of existing private utilities will need to be shown on the
plans. Therefore, we will need to call in Gopher State One Call tickets for each segment of trail
being considered. These tickets will provide us with both schematic maps of the utilities as well
as on-the-ground markings. Typical topographiC survey information (induding existing utility
locations) will be collected by our survey crews for segments H, K, L, P and Q as shown on the
attached map. Portions of H and K have already been surveyed in conjunction with other
projects but there Is still a need for some supplemental. information in these areas. Segment E
was thoroughly surveyed as part of the 2009 Street Project. Segments I and J will not be
surveyed at this time, since the construction of these segments will be done in conjunction with
more extensive downtown redevelopment.
The work described above can be completed for a fee not to exceed $19,200.
2335 Highway 36 W
51. Paul. MN 55113
Tel 651-636-4600
Fax 651-636-1311
W\"Iw.bonestroo.com
.. Bonestroo
51. Paul
51. Clouel
Rochester
Milwaukee
Chicago
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City of Centervil1e
TE Trail Grant
Page 2
9/24/08
Project Memorandum
The grant received by the City for this project is known as a Transportation Enhancement grant.
The funding is federally based, but is administered through the Minnesota Department of
Transportation. The use of these federal funds necessitates the completion of an environmental
review called a Project Memorandum. The document is similar to an EAW, but is reviewed by a
different set of agencies. The work includes soliciting comments on the project from various
agencies including the DNR, SHPO, local tribal governments, and a host of others. The document
must also explain what the environmental impacts of the project will be and what we have done
to minimize those impacts.
Our scope and fee assume that there will be relatively few agency comments to respond to since
the project should have little environmental Impact. If major issues arise from our request for
comments, we will need to reexamine our proposal. We have included some time to perform
some rough geometric layouts of the trails to determine if there will be any impacts to rlght-of-
way. On federally funded projects, acquisition of right-at-way is a fairly involved process and any
needs will need to be noted in the project memorandum.
The work described above can be completed for a fee not to exceed $23,000. Approximately
$15,000 of this cost is attributable to the federal funding requirements.
Sincerely,
BONESTROO
~~
Mark Statz, PE
City Engineer
651-604-4709
copy: John Meyer - Finance Director
Pat McGraw - Bonestroo
file
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September 16,2008
. Bonestroo
Dallas Larson
Administrator
aty of Centerville
1880 Main Street
Centerville, MN 55038
Re: CSAH 14 Construction Services
Engineering Budget
Oty of Centerville
Bonestroo File No.: 000616-07159-0
Dear Dallas:
In April of 2007, the City Counc" approved our proposal to provide construction observation
services to the City for the CSAH 14 reconstruction project. The total budget for this work was
proposed at $55,428. A major portion of that budget was based on an assumption that our
primary inspector would be on site for approximately 8 hours a week for a period of 12 weeks in
2007 and 20 weeks In 2008.
At this point, we have reached our billing limit for the project based on the original proposal.
Several factors have lead to the need for additional time. In March of 2008, the CIty's Public
Works staff was cut short by the resignation of one of its members. Then, In late May, the City
suffered widespread hall damage in a major spring storm. This left the already short-staffed
department burdened with the task of inspecting dozens of building permits a day as residents
resided and reroofed their homes.
When making our assumptions for the project budget, we assumed that there would be
substantial involvement from City staff, allowing us to limit our time on the job site, keeping costs
down. However, due to circumstances beyond anyone's control, we have had to step in and take
a more active roll in the day to day inspection of the work. This has lead to an average of 20
hours per week spent on the job by our lead inspector rather than the 8 proposed.
Obviously, we still have a fair amount of work ahead of us to ensure the project is completed to
the satisfaction of the City. Therefore, we request that our billing limit on this project be
increased by $35,000 to allow us to continue our efforts.
SI. Pall I
SI. Cloud
Rochester
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Chicago
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City of Centervil/e
CSAH 14 Reconstruction
Page 2
9/18/08
Sincerely,
BONESTROO
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Mark Statz, PE
City Engineer
651-604-4709
copy: Paul Palzer - Public Works Director
Ryan Goodman - Bonestroo
file
September 18, 2008
Dallas Larson
Administrator
CIty of Centerville
1880 Main Street
Centerville, MN 55038
Re: 2009 Street and Utility Improvements - Engineering Scope and Fee Proposal Update
City of Centerville
Bonestroo File No.: 000616-7158-0
2335 Highway 36 W
SI. Paul, MN 55113
TpI651-636-4600
Fax 651-636-1311
www.bonestroo.com
. Bonestroo
Dear Dallas:
Recently, CIty staff recommended the addition of back yard drainage improvements and pond
dredging work to the proposed scope of the 2009 Street and Utility Improvements Project.
These improvements will necessitate some additional preliminary survey work as we" as design
time beyond that of our original proposal.
Preliminary Survey
The survey will gather topographic information in the rear yards of properties along the west side
of Brian Drive between CSAH 14 and Fox Run. Additional information will need to be gathered in
the back yard area between 73rd Street and Quebec Street. This work can be done for a cost not
to exceed $6,500.
Design
Design of storm sewer, drain tile, grading, dredging and associated restoration work will be
added to our scope. The addition of these items to the original scope of the plan can be done for
a cost not to exceed $8,500.
If the Council wishes to proceed with this work, it would be appropriate for them to authorize this
addition to our original scope and fee proposal.
Sincerely,
BONESTROO
~/sd--
Mark Statz, PE
CIty Engineer
copy: Paul Patzer - Public Works Director
SI. Paul
St. Cloud
Rochester
Milwaukee
Chicago
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September 22, 2008
Dallas larson
Administrator
City of Centerville
1880 Main Street
Centerville, MN 55038
Re: 2009 Street and Utility Improvements
Plan and SpecifICation Approval I Authorization to Advertise for Bids
City of Centerville
Bonestroo File No.: 000616-07158-0
Dear Dallas:
At this time, we are pleased to present the plans and specifications for the proposed 2009 Street
and Utility Improvements Project. Previously, the City COundl, by way of resolution, ordered
these improvements and subsequently authorized the production of plans and specifications for
certain segments of the project. The attached plans represent only those improvements within
the areas approved for production of plans and specifications. Improvements to other areas
which were part of the resolution to order the improvement, but were not noted in the action
authorizing plans and specifications are not represented herein.
If the City Council finds the plans and specifications acceptable and wishes to solicit bids for the
project, It would be appropriate for them to approve the plans and specifications and authorize
advertisement for bids, in accordance with the requirements of MN Chapter 429. The Council
motion could include a provision to allow for minor revisions to be made as final field work and
staff input dictates.
If this action was taken by the City COuncil at their September 23"' meeting, we would submit
advertisements to the proper publications with the intent of receiving bids on October 29th.
The proposed remaining project schedule would then be as follows:
Ad to Bulletin
Ad to Paper
Ad published in bulletin
Ad published in paper
September 30 (11 A.M.)
October 1 (5 P.M.)
October 6
October 7
2335 Highway 36 W
St. Paul, MN 55113
Tel 651-636-4600
Fax 651-636- 1311
www.bonestroo.com
. Bonestroo
51. Paul
St. Cloud
Rochester
Milwaukee
Chicago
F JlJI 11 V'll\lj
P dr'lJflq
Irnc J-tt I)"
City of Centerville
2009 Street and Utility Improvements
Bidding
Bid Opening
Call for Assessment Hearing
Special Assessment Hearing (tentative)
Award
Construction
Sincerely,
BONESTROO
~~--
Mark Statz, PE
City Engineer
651-604-4709
attachments: Plans and Specifications
copy: Paul Palzer - Public Works Director
file
Page 2
9/22/08
October 7 - Oct 29
October 29
November 5
December 1
December 10 or Dee 30
Spring 2009
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SHEET INDEX
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C1.04
C1.05
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C2.04-Cl.07
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C4.01-C4.09
C5.01-C5.08
C6.01-C6.10
C7.01-C7.07
CS.01-CS.05
TITlE 5HEET
LOCATION PlAN
REMOVAlS
1YPlCAL SECTlONS
HAUL ROUTB
STORM 5EWER SCHEDULE AND UTIlITY REPAIR SCHEDULE
TEMPORARY EROSION AND SEDIMENT CONTROL PlAN
PERMANENT EROSION AND SEDIMENT CONTROL PlAN
RAIN GARDEN GRADING PlAN
WATERMAIN AND SANITARY SEWER IMPROVEMENTS
STORM SEWER IMPROVEMENTS
STREET IMPROVEMENTS
CROSS SECTlONS
DETAILS
THIS PLAN SET CONTAINS .&!.. SHEETS
DALLAS LARSON
2008 CITY OFFICIALS
MAYOR
COUNCIL
COUNCIL
COUNCIL
COUNCIL
PUBLIC WORKS
DIRECTOR
ADMINISTRATOR
MARY CAPRA
LINDA BROUSSARD
TOM LEE
JEFF PAAR
MICHELLE LAKSO
PAUL PALZER
COUNCIL APPROVAL COpy
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WATER MAIN EXTENSION WITH SERVICES
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TYPE Il-FULL RECONSTRUCT WITH NEW CURB & DRAINTILE
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TYPE N-FULL PAVEMENT REMOVAL & REPLACEMENT WITH CURB SPOT REPAIRS & DRAINTILE
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THE SUBSURFACE UTIUTY INFORMATION ON THIS PlAN IS
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1. SAlVAGE AND REINSTAll MAIlBOXES I>S DIRECTED BY NEER IN "",
FIBD. FURNISH TEMPORARY MAIlBOXES DURING C UCTION AT "" /
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THE SUBSURFACE UTIliTY INFORMATION ON THIS PlAN IS
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4" DRAlN TILE (lYP)
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1 1/2"-lV3 WEARlNG COURSE MlXTURE, lVWE35030B (2010)
2" - lV3 NON-WEARING COURSE MlXTURE, lVNW35030B
8" ClASS 5 AGGREGATE BASE
20" SELECT GRANUlAR BORROW
GEOTEXTILE FABRlC, lYPE V
TYPICAL SECTION
lYPE 11 ROAD IMPROVEMENTS
EXlSTlNG CURB TO
REMAIN WITH SPOT REPAIRS
P.E.
Je
DESIGN <i GRADE
0.025'/FT
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** 33'
10'
* 14'
** 14.5'
* 16'
** 16.5'
* 14'
** 14.5'
VARIES
4" DRAlN TILE (lYP)
* CENTERVIlLE ROAD
** 73RD ST
11/2"-lV3 WEARlNG COURSE MlXTURE, lVWE35030B (2010)
2" - lV3 NON-WEARING COURSE MlXTURE, lVNW350JOB
8" ClASS 5 AGGREGATE BASE
20" SELECT GRANUlAR BORROW
GEOTEXTILE FABRlC, lYPE V
TYPICAL SECTION
lYPE III ROAD IMPROVEMENTS
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10'
lYPE I ROAD IMPROVEMENT NOTES:
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2. INSTAll WATER MAIN & SERVICES
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4. RESTORE DISTURBED TURF AND DRiVEWAYS BEHIND 1l-IE CURB
5. PERFORM 1ST STRUCTURE ADJUSTMENT
2010
6. PERFORM 2ND STRUCTURE ADJUSTMENT
7. COMPLETE All PUNCH UST ITEMS
8. SWEEP
9. TACK COAT
10. PAVE WEAR
11. SAW & SEAl WEAR COURSE
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5. PERFORM 1ST STRUCTURE ADJUSTMENT
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4. RESTORE DISTURBED TURF AND DRIVEWAYS BEHIND 1l-IE CURB
S. CONSTRUCT ROAD THROUGH BITUMINOUS BASE COURSE
6. PERFORM STRUCTURE ADJUSTMENTS
7. SWEEP
8. TACK COAT
9. PAVE WEAR
10. SAW & SEAl WEAR COURSE
61607158CI02
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** 13.5'
*** 14.5'
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*** 14.5'
* 16'
** 16.5'
*** 18.5'
DESIGN ~ GRADE
0.025'/FT
* Prairie Dr. & Peterson Tr.
** Twin Lakes Ave., Unity Ave, & 72nd 5t.
* ** Brian Dr.
11/2"-LV3 WEARING COURSE MIXiURE, LVWE35030B
2" - LV3 NON-WEARING COURSE MIXTURE, LVNW35030B
EXlSTING GRAVEL BASE (THICKNESS VARIES)
TYPICAL SECTION
TYPE IV ROAD IMPROVEMENTS
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* 16'
** 17.5'
*** 18'
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** 17.5'
* ** 181
* CLEAR RIDGE AND GRANGE VIEW
** FOX RUN AND BRIAN WAY
* ** BRIAN DR.
11/2"-LV3 WEARING COURSE MIXTURE, LVWE35030B
EXISTING BITUMINOUS WEAR COURSE
EXISTING BITUMINOUS BASE COURSE
EXISTING GRAVEL BASE
TYPICAL SECTION
TYPE V ROAD IMPROVEMENTS
VARIES
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5. RESTORE ANY DISTURBED TURF AND DRIVEWAYS BEHIND THE REPLACED CURB
6. TEST ROLL EXISTING AGGREGATE BASE
7. CORRECT SOFT SPOTS AND TOLERANCE GRAVEL BASE
8. PAVE BASE
9. PERFORM STRUCTURE ADJUSTMENTS
10. TACK COAT
11. PAVE WEAR
12. SAW & SEAL WEAR COURSE
3.0" - TYPE LV4 BITUMINOUS
WEARING COURSE (LVWE45030B)
CLASS 5 AGGREGATE BASEE
(MATCH EXISTING THICKNESS, 6" MIN.)
SUBGRADE PREPARATION
NOTE: ALSO SEE DETAIL ON SHEET CB.02
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2. COMPLETE ANY UTILITY WORK
3. SPOT REPAIR CURB & BITUMINOUS AS MARKED IN THE AELD
4. RESTORE ANY DISTURBED TURF AND DRIVEWAYS BEHIND THE REPLACED CURB
5. PERFORM STRUCTURE ADJUSTMENTS
6. SWEEP
7. TACK COAT
8. PAVE OVERLAY
NOTE: ALSO SEE DETAIL ON SHEET CB.02
TYPICAL SECTION
CONCRETE DRIVEWAY REPAIR
~ 1.S" LV 3 WEARING COURSE (LVWE35030B)
." 2" LV 3 NON-WEARING COURSE (LVNW35030B)
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GENERAL CONSTRUCTION NOTES:
1. CONSTRUCTION OF 73RD STREET SHALL NOT BEGIN UNTIL CSAH 14
DETOUR IS UFTED.
2. NEWLY CONSTRUCTED ROADS SHALL NOT BE USED AS HAUL ROUTES.
3. CONSTRUCTION SEQUENONG AND HAUL ROUTES TO BE REVIEWED
AND APPROVED BY ENGINEER.
4. ALL WORK SHALL BE COORDINATED WITH THE POSTAL SERVICE,
SCHOOL DISTRICT, & EMERGENCY SERVICES TO MAINTAIN SERVICE
THROUGHOUT THE PROJECT.
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61607158Cl04
SHEE;T NUMBER
C1.04
SANITARY SEWER STRl.JC'1lRE REPAIR SOIEDlI.E
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SPECIAL COMMENIS
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REMOVE CONE & INSTALL 2.0' BARREL SECTION
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REMOVE CONE & INSTALL 1.0' BARREL SECTION
__,,_^_"__._.u......"___~_~__Wy~__,__,_,~--~~_~______~___~_"
ALL INVERT TO SOurH
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H & REMOVE WASTE CONCRETE
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MH & REPOUR INVERT
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EXMH 419 GROur MH
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EXMH 467 MH
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EXMH 465 MH
EXMH 448 REMOVE CONE & INSTALL 1.0' BARREL SECTION
EXMH 613 GROur MH
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EXMH 614 GROUT MH
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EXMH 615 GROur MH
EXMH 616 REMOVE CONE & INSTALL 1.0' BARREL SECTION
EXMH 619 REMOVE CONE & INSTALL 1.0' BARREL SECTION
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EXMH 621 REMOVE CONE & INSTALL 1.0' BARREL SECTION
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EXMH 224 EXMH 225 0+67 0+85 REPLACE 18' EX. 8" VCP
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EXMH 223 EXMH 224 1 +61 1 +94 REPLACE 33' EX. 10" RCP
EXMH 223 fEXMH224 i 0+87~ ..0+99 . REPLACEi:lex. 10" RCP
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EXMH 220 EXMH 221 1+42 12+56 REPLACE 114' EX. 8" VCP
~MH 219 ~_. EXMH?.2ri=Q~i=~,==..1)~=~~..:~~pLACE_ if.~~_ Sii ~~p~=~
EXMH 219 EXMH 220 1+19 '1+37 REPLACE 18' EX. 8" VCP
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1. ALL WATERMAIN SHALL HAVE 7 S MINIMUM COVER.
2. PROTECT POWER POLES ALONG NORTH SIDE OF PELTIER LAKE
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38-02 ENTITLED STANDARD GUIDUNES FOR THE ~oti '- .. '" t if / CONNECT '0 EXISTING
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G=NATURAL GAS ...., 4t ~,,/''- '- ,/')''',.... "<~f \ GI' \
E-ELEcrRIC ... '/1/ > J , .. ,"' ~ ~:A, CONTRACTOR TO TEST AGAINST
T=TELEPHONE "'(411/-,"1",- j"" ~~ EXI511NGGV(INSTAL.LED~OO8)
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___________. LEGEND NOTES:
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THE SUBSURFACE UTIU1Y INFORMATI9N ON THIS PIAN IS 1 1 ~': -......-
SHOWN TO UTIU1Y QUALITY LEVELI~ ACCORDANCE WITH THE 1 ~~ / f !\~'~
=~I~E~~~':~~T~E~~N~~~ / ~ i (rl"rd [;;';'----......~__.~..~
38-02, ENTITLED STANDARD GUIDUNES FOR THE COLLECTlON i / I;::! I '-', CO'
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QUAU1Y LEVEL B
QUAU1Y LEVEL C
QUAU1Y LEVEL 0
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THE SUBSURFACE UTILITY INFORMATION ON THIS PlAN IS
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THE SUBSURFACE UTILITY INFORMATION ON THIS PIAN IS
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LEGEND PROVIDED BELOW, THIS QUALITY lEVEL WAS
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38-02, ENTITlED STANDARD GUIDUNES FOR THE COUECTlON
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E-ELECTRIC
T=TELEPHONE
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FO=FIBER OPTIC
OHP=OVERHEAD PQWER
UTILITY QUALITY LEVELS:
QUALITY LEVEL A
QUALITY lEVEL B
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QUALITY LEVEL D
PRIVATE UTIUTIES ARE SHOWN IN THE lOCATIONS PROVIDED
BY THE OWNER PRIOR TO CONSTRUCTION OF THIS PIAN,
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61607158C706
SHEET NuMBER
4()
C7.07
~
1. Shape of back of buttress
may very as long os poure
against firm undisturbed
earth.
2. Dimension Cl.C2,C3 should
~~g:~r{,e ee;uOo~9ro t~r ~oQr~~r
than 45'.
3. Dimension A l.A2.AJ should
be os large as possible
without interfering with
l.1J bolts.
4. -e = 45. Minimum.
5. Place polyethylene between
concrete &: pipe.
BUTlRESS DIMENSIONS
PIPE 22 1/2' BEND 45' BEND gO' BEND
SIZE B1 01 B2 02 B3 03
6" 1'-5" 1'-5" 1'-5" 1'-5" 2'-1" 1'-6"
8" 1'-5" 1'-5" 2'-'" 1'-6" 2'-8" 2'-0"
12" 1'-10" 1'-10" 3'-4' 2'-0" 4' g" 2' 6"
16" 3'-0" 2'-0" 3'-10" 3' 0" 6' 2" 3'-6"
20' 3' 6' 2' 8" 5'-6' 3'-4" 8'-4" 4'-0"
24" 4'-4" 3'-0" 6'-10" 3'-10 9'-8' 5'-0"
30' - - 9'-3" 6'-0" 17'-0 6'-0"
~ -Seenote4 ~
~:'-':."
~: ;..,
T
~ - See "Ol.~..
~ .,}"< A ~
~ .......
A ~.:.~~:.J..:..
1f=.1
PI.AN 90' BENDS
PI.AN 45" BENDS
"Vooo...- )j' "in :t,
CONCRETE SHALL BE . . . 'i q
IN CONTACT WITH - .......: ~
b'fISpl~~AORANT d .'. :~:c 0
~ _See~OI.' ....
."..: A
A :: :'\. !f
"...
BEDDING ,,^TER1Al~~"'llI
UNDlSTURBEO EARTH
CONCRETE
SECllON A-A
PI.AN 22 1/'1: BENDS
CONCRETE THRUST BLOCKING
:::!:
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N
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10
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l~.....".......'...,'..'...""................................................. .i...........~
" ~" " " " " " " " " "#''' " " "
12 ++++++++1"+'+"+'+"++
++++++++++++++
I X""":~":"""""
+"+1"+"+" Dia +..+..+-..+..+
... .. .. .. ... .. +
.. ... ... .. ... +
6" '''" " " " "",,<<,,"
I
Compacted Backfill
Granular Borrow
MnDOT Spec.
3149.2B1 Mod.
~
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Cl>
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Dia+ 12. Min.
;p,.:~If:'.n~de
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PIPE FOUNDATION & BEDDING IN GOOD SOILS
Pipe Foundation Improvement material (3149.2H Mod.)
considered inddental with oost of pipe and
granular borrow material (3149.281 Mod.) in ltlis area J
~ . ..... .............. '.' .....\ ....... ..... . ...... .... '.' .... '. ...... ...... '. ........... ........................A'- Compacted
""'&.: .... ....... ....... '.\.'. . ..... ..... ..... . ..... ...... ........ .................. .......6'" Baddill
X:" +\:" + " + + + + "T + + + " + +7 ~I 1.
++'\t.++++
++++++++++++~+++++++++++~
~~! .'\ili"" + +,,~ +7" " + Coarse Alter
. + + + + + + + + + + Aggr. MnDot
1m Pipe +++++ +++++
FoUndation + + + + + + + + + + Spec. 3149.2H Mod.
+++++++++ j
6" Pay depth ++++++++
increments typo + + + + + + +
T ++++++
+++++
lIElIBIBIElIEf'
I Oia+ 12. Min. I ;p,.:~eIf:'8f~~de
IMPROVED FOUNDATION
RC:P AND DIP orm:c
II
Variable (See Plan)
c:
" ..
::s a:
~ ill
~ Vl
/C::ain
Sanitary Sewer
It
Variable (See Plan)
4"x4"xS' Wood Fence Post
4' above grade painted blue\~
CUrb Stop and Box ~
w{Tracer Wire
Ai:r.ess Top or equal
w/stationary extension rod
Water Service
Type "K. COpper or
Polveltlelene CTS, SOR 9
with Tracer Wire ~
-=-.J /
.9! 15!
.0 0-
..
~ ~
10'
L
I
.~~J=~~;;\~~ ~
Manhole Block ta~
PVC Sewer Service 10' long piece .
Schedule 40 of COpper with Crimped
Min, Slope-1/4. per It end or Polyethelene Pipe
Wood 2.x2" Marker to be -
continuous from 6. below
Service to 12. above
ltle ground painted green.
Support for Corporation
and Gooseneck Shall Consist
of a Minimum O.S C,y, of
Aggregate Equal to MN/DOT
314g.2B1 Throughlv
Compacted
TYPICAL SERVICE WITH RISER SECTION
1.
6.'il\..... ........; A~
I ,> Dia \~\~ Compacted Backfill
~"', 2000# COncrete
, , '. " 1. LOAD FACTOR 2.3
rn;;:~Min, ;p,.:~J>:'8f'i;1~de ClASS A
Concrete backfill to O,S
of outside diameter with
shaped beddi~g.
Dia+ 12" Min.
Coarse Alter Aggregate
MnOOT Spec. 3149H Mod.
LOAD FACTOR 1.9
.Dia. Denote; outside ClASS B
diameter of pipe H d shaped fro Ia
an m angu r
bedding material
.....~~ Compacted Backfill
LOAD FACTOR l.S
- 0 SIlia.1:--- .o;a. Denotes outside C S C 1
Dia+ i2" Min, diameter of pipe lAS-
Hand shaped from firm
undisturbed soil
1.
6" Jl,;, ........ .... ............. >0
! 1'.........~iAJ1-, COmpacted Backfill
Dia/4 but ~" " +" ~ I j1'"' Coarse Alter Aggregate
not less than 6."""i!llt " " " " " + AI' MnOOT Spec, 3149H Mod.
I LOAD FACTOR l.S
I ;R.ia" Den8fe; outside ClASS C-2
Oia+ 12" Min. lameter pipe Hand shaped from angular
bedding material
BEDDING METHODS FOR RCP or DIP
e
B
DROP UO
Tyler
Mueller
Bibby-Ste-Croix
No, 6860
No, H-10361
No. 6-S16O
7.S' Minimum cover required
over top of water main.
I TOP
Tyler
Mueller
Bibby-Ste-Croix
~
..
::E
EXTENSION
Tyler
Grade
~...,
'---'
Adjust top to 1{2. below
grade. Box to be set to
provide 12" of adjustment
g
Mueller
Bibby-Ste-Croix
VB520
VB521
VBS22
VBS23
No. 6860 26.
No. H-10361 26"
No, VB502 27"
No. 58
No. 59
No. 60
No, 58
No. S9
14.
lS"
24"
14"
20"
9.
14"
20"
26"
Tyler No, 6860
Mueller No. H-10357
Bibby-Ste-Croix 6-5001
Gate valve bo~ saew type,
3 piece<..5 1j4 shaft, size
G box, 1'-6 extended,
#6 round base
n BOTTOM
Tyler
Mueller
Bibby-Ste-Crolx
BASE OlP
n
No. 57
No. 58
No. S9
No. 60
-Extension Rod
1/4" Steel Gate Valve
... (Adaptor w/Protective
coating as manufactured
No. 6860 6S" by Adaptor, Inc. or equal,
No. H-10361 6S" ' /,
No. VB516 60" II
~J0:t JJ Resiliant Wedge Valve
Conforming to AWWA
C -S09-80 standards
I
~ ~
~~:~"i:-'~': ;:.;:"~' .)~:"
\
S" COne. block
TYPICAL GATE VALVE INSTALLATION
Precast invert must be 1/2 diameter of the
pipe and benches sloped 2" toward the invert.
,r~
11~1 I~
'~; --......:...... Manhole steps shall be placed
'. so ltlat offset vertical portion
'.' of cone is facing downstream,
-;;;;-:-~I Casting and adjusbnent
.I....IoCL1 rings as specified.
Varies
12.-16"
II
"i:
..
>
9
...
i,
"'" ..,
4'-0.
"",'
-.'-S"
hi
/"
~
..........
. t~~::.:: ~;. .:t.:.:~ :'.~::~ ;:.:" :'Oi '.'{~'i':':{' i~1
.s.ECIIQt!
^
Minimum thickness of precast base is
6" for 14' deep or less, and inaeases
1. in ltlickness for every 4' of depth
greater than 14'.
SANITARY SEWER MANHOLE
Too
Cf. -.,
'"
-~ - c::::.---
Connect trocer in
wire to t.4oin ,...:
trocer wire 7
IT
....
~
Hydrant flog
os specified
5' I
1111~ I /;onnect tracer
-.:~ / wire to hydront
- ... ....,.,.- - -
':::::: Backfill to
be tamped
e' ~;~en~ _3' ~
::!
'/:1 Cubic Yard min.
1-1/2" washed
rock. Cover with
polyethylene.
~ l). If. -J. f/ 4"x4" Vertical
~~I::ust block
~ '8" Concrete Block
Tie all joints with
l.1egolugs (4 req.)
'" '" '" '"
<> 2 '" ~
'" :E ~
'"
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'"
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SECTION
Casting and adjustment
rings as specified,
SANITARY SEWER DROP INLET MANHOLE
E
8
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pj~~g;:~
._ n:J....-4 V M ~
t:~LnJ,~:t
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HYDRANT WITH GATE VALVE INSTALLATION
/I "I ---- Manhole st;J;>s, Neenah Rl98U
~F"'" or equal, 16 on center,
27" ~ , Manhole steps shall be placed
,~ so ltlat offset vertical portion
"'" F of cone is facing downstream.
I 4'-0. "'" ' AlI,F-ints in manhole to have
.0 ring rubber gaskets,
Wrap each manhole bane!
loint with 12. mastic seal.
Or ring joints wI 3/4.
Ram-Nek bituminous rope.
Precast invert is required,
PI~ shall be cut out flush
with inside face of wall.
NOTE: Kor-n~1 manhole or equal
conSidered acceptable altemate.
~~i~:~':~~
Precast invert should be
~~:':~ ~!,Petow~rd invert.
Minimum ltlickness of precast base is
6. for 14' deep or less, and increases
1" in ltlickness for every 4' of depth
greater than 14' deep.
~~
, ocl-L~
PLAN
HORSESHOE DETAILS
LI
9
...
Varies
12.-16"
S. "'"
L
12" 11>......... ..............G.'
I ""11. . . '.' .' ........ ...... '.' . ",. ......... .......... ....... . Af.IJ', Compacted Backfill
.~ . .... .... .f( Dla "
I Cj~" " ,,'\\. }J .,,;.,..~'1TJ'
Dia/4but +++++"'+
notlesSthan6~ + + + + + + I
I
1.
6" 'il\. ..... .......
I'(~i
2- ~ Manhole steps, Neenah R1981J
, "'" /' or equal, 16 on center.
'" .' All )oints in manhole to have
.0' ring rubber gaskets.
Wrap each manhole bane!
loint with 12" mastic seal.
Or ring joints wI 3/4"
Ram-Nek bituminous rope.
Precast invert required.
"'" '/~~ ::~ebe~o~~~~
NOTE: Kor-n-seal manhole or equal
conSidered acceptable alternate.
I c<, All d~ houses shall be grouted
on inside and outside.
,___ S. DIP
Tee section
:=f!" ~~llecF
~ '. mortar on all "or
. ' " sides (see detai'J
" . ..11{2 DIa of pipe
~~.;.'i""""~"
/~
L Precast 8"-1/4 bend
integral with base section
PVC
Vl
~~
0>
79.
SECTION
V>
t-
Z
W
~~
0>
(1)0
Wg:
Z:::iE
Z-
-~
::E-
...J
..F
W=>
...JO
::::!Z
><
ffi8
1-0:::
Zt-
WV>
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616071S8C801
SHEET NlJtolBER
C8.01
iIf~=s:e~~i~~n~l:~hessloped
fi . 2" toward invert.
(1/ \~
.~ 'f[ 16
~\ I~. '--=Manhole steps shall be placed
"'''''' V/ J so that offset hole in top
~~ slab is facing downstream.
bJ No block structures are allowed.
Casting and adjustment
.fl.AN rings as specified.
&T
LI
Varies I
12"-16"
I 27" "",'.
5"---. -
Varies "'"
.;1 4"-0" Typ.
~
,~I~
I',. ..'C>...:.... ..'
---J~
~
6" Precast Reinforced Concrete Manhole
Slab with #4 Bars at 5" O.c. Each Way
and 2-#4 Bars at all Sides of Opening.
For 6' dia. manhole an 8" precast
slab is required.
/ ~ :rop of barrel section below top slab
. '/ to have flat top edge sealed with
2 beads of Ramnek or equal.
- Manhole st~s, Neenah Rl98U
or equal, 16 on center.
All joints in manhole to have
"0" ring rubber gaskets.
~ :~ ::~ebefac~ J~~F"
IA
Doghouses must be grouted
both inside and outsii:Ie.
Minimum slab thickness is 6" for 14'
depth. Increase thickness 1" for f!NerY 4'
of death greater than 14', and reinforce
with 6" x 6" 10/10 mesh.
STORM SEWER JUNCTION MANHOLE
WITH REINFORCED TOP SLAB
::;
<(
<D
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a
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A
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~
ISOMETRIC
I
~~
~~I~~g:~
per joint. Install at
60" from top or bottom
of pipe.
Provide 3 anchor dips to fasten
Trash Guard to Rared End Section.
~ Hot dip galvanize after fabrication.
Anchor both sides.
TRASH GUARD SIZING
Pipe Size Bars . H' Bolts
12"-18" 3/4"0 4" 5/8"
21"-42" 1"0 6" 3/4"
48"-72" 11/4"0 12" 1"
FLARED END SECTION
AND TRASH GUARD
NOTE:
'TaiieGrate Shown
n'-O"
l
.~
:or
Direction of Row
No block structures are allowed.
~
Casting and adjustment
rings as specified.
(Grate to be 2" below gutter
grade. 10' transition each
Side of catch basin.
\
Doghouses shall be
grouted on both the
Inside and outside.
: 24" x 36"
Precast
-. ~ .
4"~ :.-O/~
5" .~
~
3" Grout I
I. .\. ..... .'
-T
No drain holes
SECTION
2' X 3' CATCHBASIN WITHOUT SUMP
4 r-( ~--Q
~ ,J<
J.::2: ~ '" "'" ~ N1'~~
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50 I
RIPRAP REQUIREMENTS
12" TO 24" 8 to 12 CY 0..3
27" TO 33" 14 to 20 Cf 0..3
36" TO 48" 23 to 38 Cf 0..3
54" AND UP 62 CY and up 0..4
(One cubic yard is approximately 2,800 Ibs.)
~~ J- /~
"'- _ /.rr~
'~"'n!. rzr IT'./
~....,
......... "-- Granular Filter (MNDOT 3601.281)
SECTION A-A"-- Geotextile Filter Type IV
~
NOTE
rtmR BlANKET REQUIRED
UNDER RIP RAP OR 2
LAYERS OF sOOX MIRAA
FABRIC OR EQUAl
~
~ranUlarFilter(MNDOT3601.281)
~~textile Filter- Type IV
RIPRAP AT OUTLETS
11
~
c::::::::=i
24"x36" slab opening for casting
as specified.
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~jBJ ~
~ ~
--=-
Il--::::J/ Casting and adjustment
~ rings as specified.
EI.M:I
~ 6" Drecast reinforced con~ slab.
For' 6' dia. manhole, an 8 precast
. . . slab is required.
Dimension from back of curb
~'? g:~tf~ ~.P1'ri from Back of Curb
5' Oia. MH - 3" in from Back of Curb
6' Oia. MH - 3" behind Back of Curb
7' Dia. MH - 9" behind Back of Curb
8' Dia. MH - 15" behind Back of Curb
1 ~"
TO~of bj~ section under top slab
f~'01t~~~~~.With
~ All ~nts in manhole to have
: "0 ring rubber gaskets.
: ~ Precast concrete section
~= ~Ii~~~ on both
r Varies
..-u Iyp.
=0
5"
--i6" :m '
Manhole steps, Neenah Rl98U or
equal, 15" o.c., Aluminum steps
approved.
No block structures are allowed.
r
.... .~
'1--- Minimum slab thickness, 6" for 14'
depth. Increase thickness 1" for
i~~rr:;n'f~n?,'W~ ~~nJ~.
Grout bottom
.sECIlQM
CATCH BASIN MANHOLE
NOTE:
~ountable Curb & Gutter is installed
form into a 8618 type at catchbasin.
~,,~
q,.Jqj
'I1f
Catchbasin Frame & Cover
Neenah R-3067 or equal
with Vane Grate
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NOTE
QtCIibasin to be depressed 2"
below design gutter line grade.
'''.so;
q,./O;
'I1f
Surmountable Concrete
Curb & Gutter
2 - #4 Rebars
Each way
ISOMETRIC
No Scale
~
S-
II T~: ~~ Transition
Jj Curb \
12"l I
10' Min. Transition
c:
S-
Ii
1r=:'>J
':;"";""':'._'~'
Design gutter line grade ~
r--
I~ ~ 2 - #4 Rebars
Each way
Frame & Casting
SECTION A-A
No Scale
SURMOUNTABLE CURB & GUTTER
CONSTRUCTION AT CATCH BASIN
/ ~
/~./ ~
~~
("'~~/
\~~ ~~
.:.,>-- ~'.'"
. . Catch basin structure with. .~..
.; .. top slab or 2' x 3' box..
Neenah R3067V catch basin
frame and grate. Shall be
furnished with curb inlet box
and 3" dia. front face and
4" maximum opening.
Concrete adjustment rings.
Min. of 4", max. of 8",
adhered to the structure,
casting, and each other by
mortar. Inti-shield seal then
shall be wrapped around
the entire system as
specified.
~ Neenah Rl642B manhole frame
and cover. Shall be furnished
with 2 concealed pick holes and
~<>~~~~~~~o<> stamped ffSANITARY SEWER" or
~~~~~-g~~~~~~~~~ "STORM SEWER".
00<>0<>0<>0<>0<>0<>0,'0-
<> <> <> 0:0 <> <> <> <> .0 <> <> <> <> <>
<><>~<>~o~<>~<><> )\ High Oensi:tY Polyethylene
/ <> <> <> (HOPE) adjustment rings.
I ~. /. Min. of 4", max. of 8".
~ _ ~ Set bottom ring in mortar
~ ~ ~ and glue remaining rings
" ~ with approved sealant.
.~... "~~ ~ /.... :~s~~~:"~p~1
~ -2 :::'''.-
;.~" Manhole structure with . ....;.
top slab or cone section. . .'~
CATCHBASIN AND MANHOLE ADJUSTMENT
(HIGH DENSITY POLYETHYLENE RINGS)
Curb as specified
3
..,-c-.
. Aggregate Base
..
Select Granular
4" perforated HOPE with geotexlile
'. n wrapMirati 14Ostiltersockorequal
1 "
I Typical
Geotextile fabric, Type V
I TRENCH DETAIL
1/4"0 Hole ~cal r= ~
'---- H ~
K~
900
1600
4" perforated HOPE with geotextile
wrap Mirati 140s tilter SOCK or equal
PIPE DETAIL
4" HDPE PERFORATED DRAINTILE
WITH FILTER SOCK
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SHEET NUMBER
C8"02
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Conaete CUrb
and Gutter
(See plate STR-IT----
DRIVEWAY SECTION
No5ca1e
1. Panel width shall not exceed 10 feet
without a Contraction Joint.
~: r.=aro~o':;d==~~=';erdal
4. ~~e~/~~=~~ otherwise noted.
5. Minimum distance from lot line = 5'.
6. Caps reqUired on wrbstops located in driveways.
,.
DRNEWAY
SURMOUNTABLE OJRB
PROPOSED WEAR COURSE,
BASE COURSE AND AGGREGATE BASE
D~~AY ISOMETRIC
!I!m:
CantroI joints in eoncrete curb
not to -exceed 10' spocing
through drivewcly section.
(:ONCRETE DRIVEWAY APRON
DRIVEWAY REPAIR
Distance to L !Variable
1/2"r
MnDOT 8618
1/2"
1/2"r
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Top Bituminous
Material
-
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SURMOUNTABLE
SEALANT MATERIAL
1/2"r ""
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- .
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DRIVEWAY
12"
12"
. F~nnounta~
16"
861S
l/S" --/ I--
PAVE WEAR COURSE
l/S" MAXIMUM
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BITUMINOUS JOINT SAW AND SEAL
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PAVE WEAR COURSE
MIN. 4'W1DE
MILL 1- 1/2" DEEP
EX. STREET SECTION
STRAIGHT UNE SAWOJT
EX. SIT. FOR REMOVAL
BASE COU::e~E.r~~WU=E
MATCH EXISTING BITUMINUOUS SURFACING
\l
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DIAMETER
Section A-A
1/2" 7 7/S" x 193/!, n
Wood Filler (AT) ~
2-1/4" X 31/2" BOlTS./ "1
c;::::;:]ClAMP AVAlLABLE WHERE AUTOMOBILE
TAlLPIPE FITTINGS ARE SOLD
Cantilever Mailbox Supports
Postal Bu"etin 22102
NOTES:
1. MAIlBOX SHOULD NOT EXTEND BEYOND THE BACK OF OJRB.
2. ADDRESS MUST BE ON SIDE OF BOX FROM WHICH CARRIER APPROACHES IN lETTERS
ABOUT 1" HIGH ( OR ON FRONT WHERE BOXES ARE GROUPED).
3. BOX MUST BE LOCATED SO CARRIER CAN SERVE WITHOUT LEAVING VEHICLE.
4. MAIlBOXES WITHIN OiL-DE-SACS SHALL BE PLACED ON THE STRAlGffT AWAY ONLY.
5. SUPPORTS COMPRISED OF MATERIALS OTHER THAN SOLELY WOOD OR METAL (SUCH
AS BRICK STRUCTURE, ETC. SHALL NOT BE ALLOWED).
MAIL BOX INSTALLATION
Square ""_
on_
-""""
minirm.m of 4-
CD 50'-_"""
be a truncated dome
sl.Ifacefinishasspecified,
PLAN
SECTION B-B
*Trail width varies os
directed by engineer
8" S'-()"
a;tum;nous
--
SECTION A-A
PEDESTRIAN CURB RAMPS
HBGHT - 48 INCHES ABOVE STREET LEVEL
HAVE BOX EXTEND AS FAR IN FRONT OF SUPPORT POST AS
POSSIBLE. (THIS PREVENTS POSSIBLE SNOW PLOW DAMAGE).
ADDRESS MUST BE ON SIDE OF BOX FROM WHICH CARRIER
APPROACHES IN LETTERS ABOUT ONE INCH HIGH. (OR ON
FRONT WHERE BOXES ARE GROUPED).
BOX MUST BE LOCATED SO CARRIER CAN SERVE WITHOUT
LEAVING VEHICLE.
18"
NOTES:
MAIlBOX SHOULD BE 6" BEHIN
BACK OF CURB OR EDGE OF
AGGREGATE SHOULDER.
ADDRESS
DIMENSIONS AS PER U..S.
SERVICE
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61607158C801
SHEET NUMB<R
C8"03
./'
WASHED ROCK OR
WOODCHIPS PER
SPECIFICATIONS
IS" MINIMUM Oft OFF BERM TO
MINIMIZE RUNOFF FROM srn:
NOTES:
I, FILTER FABRIC SHALlSE PlACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. FILTER
FABRIC IS NOT REQUIRED UNDER WOODCHIPS,
2, 80% OF WOODCHIPS USED FOR CONSTRUCTION ENTRANCES MUST BE BETWEEN
2 INCHES AND 5 INCHES. NO CHIPPED-UP MANUFACTURED WOOD AND/OR
CHEMICALLY TREATED WOOD IS AlJ.OWED.
2. ENTRANCE MUST BE MAINTAINED REGUtARLYTO fRJ:VENTSEDIMENTATION ON PUBUC
ROADWAYS. RJGITIVE ROCK OR WOOD CHIPS WILL BE REMOVED FROM ADJACENT ROADWAYS
DAILY OR MORE FREQUENTLY AS NECESSARY.
ROCK CONSTRUCTION ENTRANCE
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OR CITY APPROVED EQUAL
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F1l. TER ASSEMBlY
01AMEl8l,
6" ON-GRADE
~ 10" AT lOW POINT
H1GH-A.OW FABRIC
FOR THE NEW R-3290-VB STANDARD CASTING,
INSTALL W1MCO ROAD DRAIN
CG-3290 OR CITY APPROVED EQUAL
INLET PROTECTION
CATCH BASING INSERT AFTER PAVING
STEEl FENCE POST (T -POSl),
MINIMUM 5' LONG,
6' MAXIMUM SPACING.
ATTACH FABRIC TO POSTS
WITH MINIMUM 3 ZIP TIES
(50 LB. TENSILE) PER POST
IN TOP 8" OF FABRIC.
MONOALAMENT GEOTEXTILE
FABRIC PER MNDOT TABLE
3886-1 (MACHINE SUCED).
POST NOTCHES
TO FACE AWAY
FROM FABRIC.
~
MACHINE SUCE
S"-I2" DEPTH (PLUS 6" RAP)
'~,
. ~ 24"MINIMUM
.... . ...... ~ POST EMBEDMENT
NOTE:
i'HEMACHINE SUCED METHOD (THIS DETAIL) IS THE STANDARD sn. T FENCE
INSTALLATION METHOD. HEAVY-DUTY (ERa-IB) OR STANDARD (ERo-Iq SILT FENCE
INSTALLATION METHODS SHOULD ONLY BE USED WHEN APPROVED OR DIRECTED BY
THE CITY.
@ COMPACTION:
AFTER "SUClNG"IN THE FABRIC AND BEFORE INSTAlLATION
OF STEEL POSTS, DRIVE INSTALLATION EQUIPMENT OVER THE
"SUCE" WHILE FABRIC IS LAYING ON THE GROUND. THEN
INSTALL STEEL POSTS AND PULL UP FABRIC TO ATTACH AT
A UNIFORM HEIGHT.
SILTATION FENCE - MACHINE SLICED
PLAN
~ = DIRECTION OF SURFACE FLOW
8-12" MINIMUM D
I 1/2" WASHED
GRAVEL FILTER
lr ~~
.. ...... "."':."..:
INLET PROTECTION ROCK FILTER FOR
CATCH BASIN DURING ROAD CONSTRUCTION
-"'
I. SPACING
REQUIREMENTS
OlRECTION OF
SURFACE FLOW J
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NOTE: SPAGNG DISTANCES
WILL VARY, BUT ARE NOT
TO EXCEED 100 FEET.
II SIZING REOUIREMENTS: J15, J25
r:~~~~~ ~
.Q:: ARE ONE CONTINUOUS UNE I
1 lr) . .
:pt-... ~ 25'R\ )
o I ~, ~I
" START DOWN-GRADlENT ~ "
! ~ SILT FENCE UNEAS ~.
V CLOSE AS POSSIBLE TO ~ I
THE UP-GRADIENT l-HDOK
lIS - FOR CATCHMENT l25 - FOR CATCHMENT
AREA <0.25 ACRES AREA ~0.2S ACRES
~30~GREES 7 / ~~~~ OF
~FLOW
~
Z- CONTOURS ........
NOTE:
J-HOOKS SHALL BE USED WHEN
THE SlL T FENCE IS INSTALLED AT
AN ANGLE OF 30 DEGREES OR
GREATER FROM PARALLEL TO THE
CONTOURS.
SILT FENCE
]-HOOK
. EL 883.0
6")(6")(10'
4: I MAX. SLOPES
EL B 885.2)
. EL A (883.0)
TREATED 2")(12"
TYPICAL OF 2
NOTE:
I. SKIMMER PLANKING TO BE TREATED 2",12".
2. POST TO BE TREATED 6"><6")(10',
3. FASTEN BOARDS TO POSTS WITH (2)
1/2",5" CALV. LAG BOLTS AT EACH POST.
BANK AT EDGE
OF WATER
EL. A (NWL)
j
WOOD SKIMMER STRUCTURE
ANCHOR-
1-24LB ANCHOR PER
100' OF CURTAI~
FLOATATION CARRIER ~
WATER SURFACE ~
ANCHOR CABLE
OR CHAIN
NOTES:
-DOUBLE SILT CURTAINS SHOULO BE SPACED 10' APART.
-CURTAIN LENGTH TO MATCH BOTTOM PROALE AS CLOSElY AS
POSSIBLE.
FLOATING SILT CURTAIN
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CURB STOP I I
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~====== J : ~
... (INSTALLED AT COST TO HOME 0 J - - - -
AND LOCATION DESIGNATED BY OWNER)
REPLACE +/- 10 l.F CONCRETE OJRB AND
GUTTER AS DIRECTED IN FIELD BY ENGINEER.
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TYPICAL SECTION SEE C1.03
WATER SERVICE INTO HOME
CB CROSSING REPLACEMENT
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PLANTING MEDIA lDEPTH=2' MIN.>
THIS MEDIA SHAlL BE CONSTRUCTED AS
FOlLOWS BASED ON VOLUME:
RAIN GARDENS WILL BE BUILT UNDER THE "CONSTRUCT BMP' ITEM ON A PER
SQUARE FOOT BASIS. DIMENSIONS WILL VARY WITH RAlNGARDEN SHAPE.
THIS WORK WILL INClUDE:
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70% ClEAN SAND, FREE OF
DELETERIOUS MATERIAl
MN/DOT 3127.28 FA-l
30% ORGANIC LEAF COMPOST
MN/DOT 389O.B GRADE 2
EXCAVATION OF THE BASIN
CONSTRUCTION AND PlACEMENT OF THE PlANTING MEDIA
PLACEMENT OF THE MnDOT CATEGORY 2 EROSION CONTROL BLANKET
AND SEED MIX
INSTALLATION OF THE LAWN EDGING
SEED RESTORATION
. r
3'
EROSION CONTROL BLANKET
MnDOT CATEGORY 2 EROSION
CONTROL BLANKET
~
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PREMIUM TOPSOIL BORROW lDEPTH=6')
THIS MATERIAL SHALL MEET THE REQUIREMENTS OF
MN/DOT 3877 .2C
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THIS MATERIAL SHALL MEET THE REQUIREMENTS OF
MN/DOT 3876 SEED MIXTURE 270
VMAX SC250 PERMANENT
TURF REINFORCEMENT MAT
OR APPROVED EQUAL (%12 SF/EA)
LAWN EDGlNG-S' BlACK
POLYETHYlENE LAWN
EDGING, USE ONLY NON-
METALlIC STAKES TO
SECURE EDGING. INSTAlL
PER MANUFACTURERS
DIRECTIONS.
:UO.l'
TYPICAL BMP CURB CUT
TYPICAL BMP
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