HomeMy WebLinkAbout01/24/2019 Meeting
M eeting L ocation: M unicipal Center
7100 147th Street West
Apple Valley, M innesota 55124
January 24, 2019
C IT Y C O UN C IL REG ULA R MEET IN G T EN TAT IVE A G EN D A
7:00 P M
1.C all to Order and Pledge
2.Approve Agenda
3.Audience - 10 Minutes Total Time Limit - For Items N O T on this Agenda
4.Approve C onsent Agenda Items
C onsent Agenda Items are considered routine and will be enacted with a
single motion, without discussion, unless a councilmember or citizen
requests to have any item separately considered. It will then be moved to the
regular agenda f or consideration.
A.Approve Minutes of J anuary 10, 2019, Regular Meeting
B.Approve State Gambling Exempt Permit for Apple Valley Ducks
Unlimited, Chapter 185, at Bogart's Entertainment C enter, 14917 Garrett
Avenue, on April 27, 2019
C .Approve State Gambling Exempt Permits for Apple Valley Sons of the
American Legion, Squadron 1776, at Apple Valley American Legion
1. April 13, 2019
2. J uly 4, 2019
D.Approve State Lawful Gambling Permit to Conduct Excluded Bingo for
Eastview High School Senior Party at Bogart's Entertainment C enter on
March 3, 2019
E.Adopt Resolution Approving Application for Fiscal Year 2019
Community Development Block Grant (C D BG) Funding
F.Receive Traffic Safety Advisory Committee 2018 Annual Report
G.Adopt Resolution Appointing Greg Dahlstrom to Traffic Safety
Advisory C ommittee
H.Approve Reduction of Financial Guarantee
I.Approve Consent to Assignment Agreement with B32 Engineering
Group, Inc., for Project 2018-156, Apple Valley Sports Arena 2019 Ice
System Replacement
J .Adopt Resolution Rejecting Bids for Project 2019-114, Family Aquatic
Center Pool Shell Repair
K.Approve Acceptance and Final Payment on Agreement with Garage
Floor Coating of MN.com, LLC, for Apple Valley Fire Station One Bay
Floor Coating
L.Approve Acceptance and Final Payment on Agreement with Pro-Tec
Design, Inc., for Hayes Campus Security C amera System
M.Approve Personnel Report
N.Approve Claims and Bills
5.Regular Agenda Items
A.Introduction of Police Captain Dahlstrom and Police Sergeant Gerving
B.Introductions and Oaths of Office of Police Officers Ordorff and Mack
C .Present C ertificate of Recognition to C itizen Richard Staupe
D.Present Letters of Appreciation to C itizens Donna and Elizabeth
Choronzy
E.Panera Bread Restaurant, 15200 C edar Avenue
1. Pass Ordinance Amending Article 9, Appendix F, of C hapter 155 of
the City C ode Entitled Planned Development Designation No. 244,
Amending Section A9-3, Conditional Uses (Recommend waiving
second reading)
2. Adopt Resolution Approving Conditional Use Permit for Drive-
T hrough Window Service in Conjunction with Class I Restaurant
on Lot 4, Block 1, Southport Centre
3. Adopt Resolution Approving Site Plan/Building Permit
Authorization to Allow C onstruction of 4,820 Sq. Ft. Class I
Restaurant with Drive-T hrough Window Service
F.Accept Resignation of Urban Affairs Advisory C ommittee Member
T homas Adamini and Authorize Receipt of Applications through March
1, 2019, to Fill Vacancy
6.Staff and C ouncil C ommunications
7.Approve C alendar of Upcoming Events
8.Adjourn
Regular meetings are broadcast, live, on Charter Communications Cable Channel 180 and
on the C ity's website at www.cityof applevalley.org
I T E M: 4.A.
C O UNC I L ME E T I NG D AT E:J anuary 24, 2019
S E C T I O N:Consent A genda
Description:
A pprove Minutes of J anuary 10, 2019, Regular Meeting
S taff Contact:
P amela J . Gackstetter, City Clerk
Department / Division:
City Clerk’s Office
AC T I O N RE Q UE S T E D:
Approve the minutes of the regular meeting of J anuary 10, 2019.
S UM M ARY:
T he minutes from the last regular C ity C ouncil meeting are attached for your review and
approval.
B AC K G RO UND:
State statute requires the creation and preservation of meeting minutes which document the
official actions and proceedings of public governing bodies.
B UD G E T I M PAC T:
N/A
AT TAC HM E NT S :
Minutes
CITY OF APPLE VALLEY
Dakota County, Minnesota
January 10, 2019
Minutes of the regular meeting of the City Council of Apple Valley, Dakota County, Minnesota,
held January 10, 2019, at 7:00 o’clock p.m., at Apple Valley Municipal Center.
PRESENT: Mayor Hamann-Roland; Councilmembers Bergman, Goodwin, Grendahl, and
Hooppaw.
ABSENT: None.
City staff members present were: City Administrator Lawell, City Clerk Gackstetter, City
Attorney Dougherty, City Engineer Anderson, Parks and Recreation Director Bernstein, Police
Captain Dahlstrom, Police Captain Francis, Assistant City Administrator Grawe, Human
Resources Manager Haas, Finance Director Hedberg, Recreation Manager Muelken, Community
Development Director Nordquist, Police Chief Rechtzigel, Liquor Operations Director Swanson,
and Acting Fire Chief Russell.
Mayor Hamann-Roland called the meeting to order at 7:00 p.m. Everyone took part in the Pledge
of Allegiance to the flag.
OATHS OF OFFICE
The City Clerk administered the oath of office to Mayor Hamann-Roland, Councilmember
Bergman, and Councilmember Hooppaw.
Mayor Hamann-Roland said she has heard from many residents how much they like Apple Valley
and appreciate the stable Council. She said she is proud to serve with the Council and thanked
them for working together so well on behalf of the citizens of Apple Valley. She also thanked
City Administrator Lawell and staff.
APPROVAL OF AGENDA
MOTION: of Goodwin, seconded by Grendahl, approving the agenda for tonight’s meeting, as
presented. Ayes - 5 - Nays - 0.
AUDIENCE
Mayor Hamann-Roland asked if anyone was present to address the Council, at this time, on any
item not on this meeting’s agenda.
Mr. Tom Adamini, 7103 135th Street W., commented on compensation and health insurance
coverage for Council members.
Discussion followed.
CITY OF APPLE VALLEY
Dakota County, Minnesota
January 10, 2019
Page 2
CONSENT AGENDA
Mayor Hamann-Roland asked if the Council or anyone in the audience wished to pull any item
from the consent agenda. There were no requests.
MOTION: of Goodwin, seconded by Grendahl, approving all items on the consent agenda
with no exceptions. Ayes - 5 - Nays - 0.
CONSENT AGENDA ITEMS
MOTION: of Goodwin, seconded by Grendahl, approving the minutes of the regular meeting
of December 27, 2018, as written. Ayes - 5 - Nays - 0.
MOTION: of Goodwin, seconded by Grendahl, approving issuance of a lawful gambling
exempt permit, by the State Gambling Control Board, to Dakota County Voiture
1457, for use on March 17, 2019, at the Apple Valley American Legion, 14521
Granada Drive, and waiving any waiting period for State approval. Ayes - 5 - Nays
- 0.
MOTION: of Goodwin, seconded by Grendahl, adopting Resolution No. 2019-1 designating
Apple Valley Sun Thisweek as the official newspaper of the City of Apple Valley
for the year 2019. Ayes - 5 - Nays - 0.
MOTION: of Goodwin, seconded by Grendahl, adopting Resolution No. 2019-2 designating
the City’s website as the official website for dissemination of solicitations of
transportation project bids in 2019. Ayes - 5 - Nays - 0.
MOTION: of Goodwin, seconded by Grendahl, adopting Resolution No. 2019-3 designating
additional depositories and financial security dealers for City funds for the year
2019: Wells Fargo Securities, LLC; Wells Fargo Bank, N.A.; Northland Securities,
Inc.; RBC Capital Markets Corporation; Robert W. Baird & Co., Inc.; Stifel
Nicolaus & Co., Inc.; Moreton Capital Markets, LLC, U.S. Bank, N.A.; U.S.
Bancorp Investments, Inc.; First Resource Bank, N.A.; Think Mutual Bank; Old
National Bank; Merchants Bank, N.A.; and MidCountry Bank. Ayes - 5 - Nays - 0.
MOTION: of Goodwin, seconded by Grendahl, appointing Mary Hamann-Roland and Pamela
Gackstetter as statutory members to the Apple Valley Firefighters Relief
Association (AVFRA) Board of Trustees for the year 2019, as described in the City
Clerk’s memo. Ayes - 5 - Nays - 0.
MOTION: of Goodwin, seconded by Grendahl, approving the 2019 City Council committee
assignments, as attached to the City Administrator’s memo. Ayes - 5 - Nays - 0.
CITY OF APPLE VALLEY
Dakota County, Minnesota
January 10, 2019
Page 3
MOTION: of Goodwin, seconded by Grendahl, approving the Special Outdoor
Promotion/Temporary Sign Permit for placement of signage on City property, as
described in the application, in connection with the 2019 Home & Garden Expo.
Ayes - 5 - Nays - 0.
MOTION: of Goodwin, seconded by Grendahl, adopting Resolution No. 2019-4 consenting to
transfer of cable franchise. Ayes - 5 - Nays - 0.
MOTION: of Goodwin, seconded by Grendahl, approving the Release of all claims for
damages to a hydrant at 15817 Griffon Path, as attached to the Public Works
Superintendent – Utilities memo, and authorizing the Mayor and City Clerk to sign
the same. Ayes - 5 - Nays - 0.
MOTION: of Goodwin, seconded by Grendahl, approving the Third Amendment to Lease
Agreement with Sprint Spectrum Realty Company, LLC, for the Valleywood
Water Tower antennas, as attached to the Public Works Superintendent’s memo,
and authorizing the Mayor and City Clerk to sign the same. Ayes - 5 - Nays - 0.
MOTION: of Goodwin, seconded by Grendahl, approving the Agreement for Project 2019-
120, Right-of-Way Tree Pruning, with SavATree, LLC, in the amount of
$48,384.00, and authorizing the Mayor and City Clerk to sign the same. Ayes - 5 -
Nays - 0.
MOTION: of Goodwin, seconded by Grendahl, approving the personnel actions as listed in the
Personnel Report dated January 10, 2019. Ayes - 5 - Nays - 0.
MOTION: of Goodwin, seconded by Grendahl, to pay the claims and bills, check registers
dated December 20, 2018, in the amount of $1,427,475.10, and
December 27, 2018, in the amount of $1,138,867.30. Ayes - 5 - Nays - 0.
END OF CONSENT AGENDA
50TH ANNIVERSARY CELEBRATION
Mr. Nordquist provided history on the City’s growth over the last 50 years and reviewed activities
planned for the City’s 50th anniversary celebration and invited everyone to participate.
Mayor Hamann-Roland added Orrin Thompson’s message for Apple Valley was “Come to the
good life”.
Mr. Nordquist appealed to the public to submit historic photos of the City. He thanked the Urban
Affairs Advisory Committee for their work in planning the activities. Committee Members
Sharon Schwartz, Tom Adamini, Walton Mahlum, and John Vegter were present. He then
distributed the 50th anniversary celebration City pins and other memorabilia.
CITY OF APPLE VALLEY
Dakota County, Minnesota
January 10, 2019
Page 4
Mayor Hamann-Roland read the proclamation.
MOTION: of Grendahl, seconded by Hooppaw, proclaiming 2019 as “Apple Valley’s Golden
50th Year” and encouraging citizens to support and participate in the celebration.
Ayes - 5 - Nays - 0.
MOTION: of Bergman, seconded by Grendahl, approving the calendar of community
activities and events for the City’s 50th anniversary and the 2019 – 50th
Celebration Budget. Ayes - 5 - Nays - 0.
MID-WINTER FEST 2019
Ms. Muelken, with Klondike present, reviewed activities planned for this year’s Mid-Winter Fest
celebration and invited everyone to participate in the activities. She also thanked the members of
the business community who support this event. Ms. Muelken then read the proclamation.
MOTION: of Grendahl, seconded by Hooppaw, proclaiming February 2, 2019, as “Apple
Valley Mid-Winter Fest 2019” and encouraging citizens to support and participate
in the celebration. Ayes - 5 - Nays - 0.
2019 ACTING MAYOR
MOTION: of Hamann-Roland, seconded by Grendahl, adopting Resolution No. 2019-5
appointing Councilmember Goodwin to serve as Acting Mayor, in the absence of
the Mayor, for the year 2019. Ayes - 5 - Nays - 0.
COMMUNICATIONS
Mr. Lawell invited everyone to the 2019 Frozen Apple concerts at Bogart’s Entertainment Center.
CALENDAR OF UPCOMING EVENTS
MOTION: of Grendahl, seconded by Hooppaw, approving the calendar of upcoming events as
included in the Deputy City Clerk’s memo, and noting that each event listed is
hereby deemed a Special Meeting of the City Council. Ayes - 5- Nays - 0.
MOTION: of Goodwin, seconded by Bergman, to adjourn. Ayes - 5 - Nays - 0.
The meeting was adjourned at 7:41 o’clock p.m.
CITY OF APPLE VALLEY
Dakota County, Minnesota
January 10, 2019
Page 5
Respectfully Submitted,
/s/ Pamela J. Gackstetter
Pamela J. Gackstetter, City Clerk
Approved by the Apple Valley City Council
on . Mary Hamann-Roland, Mayor
I T E M: 4.B.
C O UNC I L ME E T I NG D AT E:J anuary 24, 2019
S E C T I O N:Consent A genda
Description:
A pprove S tate Gambling Exempt P ermit for A pple Valley Ducks Unlimited, Chapter 185, at
B ogart's E ntertainment Center, 14917 Garrett Avenue, on April 27, 2019
S taff Contact:
P amela J . Gackstetter, City Clerk
Department / Division:
City Clerk’s Office
AC T I O N RE Q UE S T E D:
Approve issuance of a lawful gambling exempt permit, by the State Gambling C ontrol Board,
to Apple Valley Ducks Unlimited, C hapter 185, for use on April 27, 2019, at Bogart's
Entertainment C enter, 14917 Garrett Avenue, and waiving any waiting period for State
approval.
S UM M ARY:
Apple Valley Ducks Unlimited, C hapter 185, submitted an application for a gambling event
to be held at Bogart's Entertainment Center, 14917 Garrett Avenue, on April 27, 2019. T he
application is on file should you wish to review it.
B AC K G RO UND:
Exempt permits to conduct lawful gambling activities, on five or fewer days in a calendar
year, for qualified nonprofit organizations, are issued by the State Gambling Control
Board. Issuance is subject to approval or denial by the city in which the gambling activity is
to be conducted.
B UD G E T I M PAC T:
N/A
I T E M: 4.C.
C O UNC I L ME E T I NG D AT E:J anuary 24, 2019
S E C T I O N:Consent A genda
Description:
A pprove S tate Gambling Exempt P ermits for A pple Valley Sons of the American L egion,
S quadron 1776, at Apple Valley American L egion
S taff Contact:
P amela J . Gackstetter, City Clerk
Department / Division:
City Clerk’s Office
AC T I O N RE Q UE S T E D:
Approve issuance of lawful gambling exempt permits, by the State Gambling Control Board,
to Apple Valley Sons of the American Legion, Squadron 1776, for use on April 13, 2019, and
J uly 4, 2019, at Apple Valley American Legion, 14521 Granada D rive, and waiving any
waiting period for State approval.
S UM M ARY:
Apple Valley Sons of the American Legion, Squadron 1776, submitted applications for
gambling events to be held at Apple Valley American Legion, 14521 Granada Drive, on:
1. April 13, 2019
2. J uly 4, 2019
T he applications are on file should you wish to review them.
B AC K G RO UND:
Exempt permits to conduct lawful gambling activities, on five or fewer days in a calendar
year, for qualified nonprofit organizations, are issued by the State Gambling Control
Board. Issuance is subject to approval or denial by the city in which the gambling activity is
to be conducted.
B UD G E T I M PAC T:
N/A
I T E M: 4.D.
C O UNC I L ME E T I NG D AT E:J anuary 24, 2019
S E C T I O N:Consent A genda
Description:
A pprove S tate L awful Gambling Permit to Conduct E xcluded Bingo for E astview High School
S enior Party at B ogart's E ntertainment Center on March 3, 2019
S taff Contact:
P amela J . Gackstetter, City Clerk
Department / Division:
City Clerk’s Office
AC T I O N RE Q UE S T E D:
Approve issuance of a lawful gambling permit to conduct excluded bingo, by the State
Gambling Control Board, to Eastview High School Senior Party, for an event to be held at
Bogart's Entertainment C enter, 14917 Garrett Avenue, on March 3, 2019.
S UM M ARY:
Eastview High School Senior Party, submitted an application for a bingo event to be held at
Bogart's Entertainment Center, 14917 Garrett Avenue, on March 3, 2019. T he application is
on file should you wish to review it.
B AC K G RO UND:
Exempt permits to conduct excluded bingo, for four or fewer bingo events in a calendar year,
for qualified nonprofit organizations, are issued by the State Gambling Control Board.
Issuance is subject to approval or denial by the city in which the gambling activity is to be
conducted. T hese permits are issued for limited fund raisers.
B UD G E T I M PAC T:
N/A
I T E M: 4.E.
C O UNC I L ME E T I NG D AT E:J anuary 24, 2019
S E C T I O N:Consent A genda
Description:
A dopt Resolution A pproving Application for Fiscal Year 2019 Community Development B lock
Grant (C D B G) F unding
S taff Contact:
Thomas L ovelace, City Planner
Department / Division:
Community Development Department
Applicant:
N/A
P roject Number:
P C16-03-Misc.
Applicant Date: 60 Days: 120 Days:
AC T I O N RE Q UE S T E D:
Adopt the res olution approving the allocation of the C ity’s fiscal year 2019 Community
Development Block Grant (C D BG) funds be used for the Apple Valley Home Improvement
Program for low-and moderate-income households in Apple Valley, which will be
administered by the Dakota C ounty C ommunity Development Agency (C D A); and D A RT S
Outdoor Chore Service, Home Repair and Homemaking Service Programs for older
residents, to be administered by the Dakota A rea Resources and Transportation for Seniors
(D A RT S) organization.
S UM M ARY:
For your consideration is a draft resolution approving the application for C D BG funds for
fiscal year 2019, which runs from J uly 1, 2019, to J une 30, 2020. T he C D BG allocation
Dakota C ounty will receive for the 2019 Program Year is not yet known. However, T he
County believes it is prudent for each city to anticipate the C ounty will receive a similar
amount to what was received for the 2019 Program Year, which was $1,941,521.00.
T herefore, the estimated 2019 C D BG allocation for the City of Apple Valley is expected to
be $170,624.00. It should not be considered to be the final allocation for Apple Valley. It is
subject to change depending on the final amount that is allocated to Dakota C ounty by the
Department of Housing and Urban Development for the 2019 program year. Final amounts
will be provided as soon as the final C D BG allocation amounts are determined.
Over the years, the C ity’s C D BG allocation has been used for a variety of projects, with the
primary use of funding for single-family residential housing rehabilitation. Staff is
recommending that the majority of the C ity’s 2019 allocation be dedicated for the Apple
Valley Home Improvement Loan Program, an estimated $152,624. T his program provides no
interest deferred loans to low and moderate income homeowners for home repairs and
improvements. T he maximum loan amount is $25,000. T his program has typically provided
loans to 5 to 6 homeowners for home improvements each year and staff is confident that
Apple Valley residents will continue to take advantage of this program.
Finally, staff is recommending the dedication of $18,000 of the proposed 2019 fiscal year
allocation to D A RT S for their O utdoor C hore Service, Home Repair and Homemaking
Service programs. T he Outdoor C hore Service program assists older residents with heavy
chores and outdoor yard work such as raking leaves; snow shoveling, lawn mowing, cleaning
gutters, and cleaning garages and basements. T he Home Repair Program is a handyperson
service for older homeowners who need assistance with household tasks that aren't cleaning
in nature, such as replacing bath and kitchen fixtures or lights, installing a handrail, or
replacing light bulbs that require standing on a ladder. And finally, the Homemaking Service
program assists seniors with housekeeping, laundry, and other indoor chores. Services may
also include grocery shopping and errands. In 2018, D A RT S spent $20,767.50, which
include funds from FY 2017 and 2018, assisting 32 older homeowners with indoor and
outdoor home maintenance chores. T he recommended amount will allow D A RT S to
continue to provide their outdoor chore and homemaking services; as well offer the home
repair services to more elderly households in the community in fiscal year 2019.
B AC K G RO UND:
In 1984, Federal C D BG funds became available to Dakota County on an entitlement basis.
T hese funds must be used primarily for programs that benefit either disadvantaged or low-
and moderate-income persons (the elderly are categorized as “disadvantaged”). Other eligible
uses are planning studies (up to 20% of annual fund expenditures) or projects addressing
“imminent threats to health and safety” (rarely used).
For fund allocation purposes, D akota C ounty is divided into four C ommunity Development
Districts, with each district containing communities of similar characteristics and needs.
Apple Valley is in District #3, which also contains the cities of Burnsville and Eagan. Each
year, the total amount of C D BG funds is divided up among the four districts based on a
formula of population and numbers of low-income households. Past use of funds has ranged
from joint programs effective in all three cities, to individual city programs allocated on a pro
rata share of yearly fund allocations (based on population), and to individual city programs
using the full or “lion’s share” amount of the annual district allocations on a rotating basis.
Currently, the funds are allocated on a pro rata basis to each individual city, with the C D A
designated as the program administrator.
B UD G E T I M PAC T:
N/A
AT TAC HM E NT S :
Resolution
Application
CITY OF APPLE VALLEY
RESOLUTION NO. 2019-
A RESOLUTION APPROVING THE APPLICATION FOR
FISCAL YEAR 2019 DAKOTA COUNTY COMMUNITY DEVELOPMENT BLOCK
GRANT FUNDING
WHEREAS, the City of Apple Valley is participating jurisdiction with the Dakota
County Community Development Block Grant (CDBG) Entitlement Program for Fiscal Year
2019 (ending June 30, 2020); and
WHEREAS, the Dakota County Community Development Agency (CDA) is a
Subgrantee of Dakota County for the administration of the CDBG Program; and
WHEREAS, the Dakota County CDA has requested Fiscal Year 2019 CDBG
applications be submitted by January 2019, based on an allocation of funds approved in the
Annual Action Plan.
NOW, THEREFORE, BE IT RESOLVED that the City of Apple Valley hereby approve
the following:
1. The Fiscal Year 2019 CDBG application is approved for submission to the Dakota
County CDA.
2. The Mayor for the City is authorized to execute the application and all agreements
and documents related to receiving and using the awarded CDBG funds.
3. The Dakota County CDA is designated as the administrative entity to carry out the
CDBG program on behalf of the City, subject to future Subrecipient Agreements that
may be required for specific CDBG-funded activities.
ADOPTED this 24th day of January, 2019.
Mary Hamann-Roland, Mayor
ATTEST:
Pamela J. Gackstetter, City Clerk
1
APPLICATION FOR PROGRAM YEAR 2019
COMMUNITY DEVELOPMENT BLOCK GRANT FUNDS
Application must be received by the Dakota County Community Development Agenc y
For July 1, 2019 – June 30, 2020
General Information
Applicant Name: City of Apple Valley DUNS #: 07-651-4269
Contact Name: Thomas Lovelace
Applicant Address:7100 147th Street West
City, State, Zip: Apple Valley, MN 55124
Phone:952.953.2572 Email: tlovelace@ci.apple-valley.mn.us
Proposed Activities
Activity Funding Amount
#1 Title: DARTS Senior Outdoor Chore Service
and Homemaking Service Programs CDBG Request: $ 18,000.00
#2 Title: Apple Valley Home Improvement Loan
Program CDBG Request: $ 152,624.00
Total Request: $ 170,624.00
PLEASE NOTE: AT LEAST 50% of the proposed funding must qualify as a LOW/MOD benefit and
NO MORE THAN 40% of the proposed funding can be for PUBLIC SERVICES. As public services
may not account for more than 15% of the County’s total funding, public service requests may need
to be decreased once all applications are submitted and reviewed by CDA staff.
Certification
I certify that the information contained in this application is true and correct and that it contains no
misrepresentations, falsifications, intentional omissions, or concealment of material facts. I further
certify that no contracts have been awarded, funds committed, or construction begun on the proposed
project(s), and that none will be made prior to notification from the Dakota County CDA based on
HUD’s issuance of a Release of Funds Notice.
Signature of Authorized Official Date
Title of Authorized Official
PLEASE ATTACH THE RESOLUTION OF THE GOVERNING BODY SHOWING APPROVAL
OF THE REQUEST FOR CDBG FUNDS
1
Please complete the following Sections I-V for EACH proposed activity. (For
example, if three activities are being proposed, there will be 3 sets of the following pages.)
Activity # 1
Activity Title: DARTS Senior Outdoor Chore Service and Homemaking Service
Programs
II. Activity Information
Has this Activity received CDBG funding before? ☒ Yes ☐ No
Check the eligible activity category of the proposed activity: (See attached definitions)
I. Activity Title
Describe the proposed activity in detail. Please be specific about purpose, location, number
of people or households served, etc.
Provide project funding for the DARTS Outdoor Chore Service, Home Repair and Homemaking
Service Programs. The Outdoor Chore Service Program assists Apple Valley’s senior residents
with home maintenance chores such as snow removal, lawn mowing, weeding gardens, and small
tree and shrub trimming. Home Repair services assist seniors with safety and accessibility
solutions as well as providing aesthetic solutions such as painting and power washing. The
Homemaking Service Program provides seniors help with housekeeping, laundry, and other indoor
chores. It can also include light meal preparation as well as grocery s hopping/errands.
2
Affordable Rental Housing
☐ Rehabilitation of Multi-Unit Residential
☐ Rental Assistance Subsidies
☐ Fair Housing Activities
☐ Energy Efficiency Improvements
Public Service
☒ Senior Services
☐ Youth Services
☐ Transportation Services
☐ Operational Support
Affordable Homeowner Housing
☐ Homeownership Assistance
☐ New (Re)Construction Homeowner Housing
☐ Rehabilitation/ Energy Efficiency Improvement of Single
Unit Residential
☐ Housing Counseling and Short-Term Assistance
☐ Fair Housing Activities
Community Development
☐ Recreational Parks
☐ Public Water/Sewer Improvements
☐ Street Improvements
☐ Sidewalks
☐ Beautification
☐ Assessment Abatement
Homelessness
☐ Coordinated Access to service & Shelter
☐ Housing Stabilization
☐ Emergency Shelter Operation
☐ Addition of Permanent Supportive Housing Units
☐ Shelter Renovation/Creation
Neighborhood Revitalization
☐ Acquisition of Real Property
☐ Clearance and Demolition
☐ Clean-up of Contaminated Site
Economic Development
☐ Employment Training
☐ Economic Development Assistance
☐ Rehabilitation of Commercial/Industrial Buildings
☐ Micro-Enterprise Assistance
☐ Relocation
Planning and Administration
☐ Planning
☐ Administration
3
Describe the activity schedule:
Is this a continuation of a previously funded activity? ☒Yes ☐No
Is this a time-specific project? ☐Yes ☒No
If this is a time-specific project, please note the start and end dates below:
Proposed Activity Start Date: Ongoing
Proposed Activity Completion Date: Ongoing
CDBG funded projects/activities must meet one of the following program objectives. Check
the objective for which the CDBG funds will be used.
If you checked the Low/Mod Housing Benefit box, please answer the following:
How many Low/Mod Households will benefit? Click or tap here to enter text. Households
(Income eligibility must be verified by written documentation)
Where will this activity occur? (Address of property, neighborhood, or citywide)
Click or tap here to enter text.
Click or tap here to enter text.
III. CDBG National Objective
☐ Low/Mod Area Benefit ☒ Low/Mod Limited Clientele Benefit
☐ Low/Mod Housing Benefit ☐ Low/Mod Jobs Benefit
☐ Slum/Blight Area Benefit ☐ Slum/Blight Spot Benefit
☐ Urgent Need (extremely rare; used only for emergencies): (Please explain) Click or tap here to
enter text.
If you checked the Low/Mod Area Benefit box, please answer the following:
In what Census Tract/Block Group(s) do beneficiaries of your Activity live? (Please include map)
Click or tap here to enter text.
How many residents live in this area? Click or tap here to enter text.
What is the percentage of low and moderate -income beneficiaries? Click or tap here to enter text.%
How was this documented? ☐ HUD Data ☐ Survey
(Please include a copy of survey)
4
If you checked the Low/Mod Limited Clientele Benefit box, please answer the following:
How many Low/Mod People or Households will benefit? 30-50 People Click or tap here to enter
text. Households (Please choose either People or Households for each project).
How will income be verified?
☐ Income Verification Request Forms
☐ Eligibility Status for other Governmental Assistance program
☐ Self Certification (Must request source documentation of 20% of certifications and must inform beneficiary that
all sources of income and assets must be included when calculating annual income)
☒ Presumed benefit (HUD presumes the following to be low and moderate-income: abused children, battered
spouses, elderly persons (62+), severely disabled persons, homeless persons, persons living with AIDS, migrant farm
workers)
If you checked the Low/Mod Jobs Benefit box, please answer the following:
To meet the requirements of the “Jobs” National Objective, the business being assisted must enter into an agreement
showing commitment that at least 51% of jobs created or retained will be available to low/mod income persons. The
business must also be prepared to provide a list of all jobs, detailed information about the jobs being created or
retained, the selection and hiring process, and demographic information about the employees.
Will this activity create or retain full time equivalencies (FTEs)? ☐ Create ☐ Retain
For job(s) that are being retained, please provide evidence that the assisted business has issued a notice to affected
employees or that the business has made a public announcement to that effect, OR an analysis of relevant financial
records that shows the business is likely to cut back on employment in the near future without planned intervention.
Will the job(s) created or retained require a special skill? ☐ Yes ☐ No
What percent of permanent FTEs will be held by or available to low/mod income persons? Click or
tap here to enter text. %
If you checked the Slum/Blight Area or Slum/Blight Spot Benefit box, please answer the
following:
What are the boundaries of the slum/blight area or the address of the slum/blight spot? Click or tap
here to enter text.
(Please provide letter from building inspector or other documentation noting deficiencies and include photos)
What deficiency will be corrected or the public improvement be? Click or tap here to enter text.
If Slum/Blight Area, what percent of buildings are deteriorated? Click or tap here to enter text.%
5
IV. Proposed Objectives and Outcomes
Indicate the proposed objective and outcome of the activity/project.
Outcome #1
Availability/Accessibility
Outcome #2
Affordability
Outcome #3
Sustainability
Objective #1
Suitable Living
Environment
☐ Accessibility for the
purpose of creating a suitable
living environment
☐ Affordability for the
purpose of creating a
suitable living environment
☒ Sustainability for the
purpose of creating a
suitable living environment
Objective #2
Decent
Housing
☐ Accessibility for the
purpose of providing decent
housing
☐ Affordability for the
purpose of providing
decent housing
☒ Sustainability for the
purpose of providing
decent housing
Objective #3
Economic
Opportunity
☐ Accessibility for the
purpose of creating economic
opportunities
☐ Affordability for the
purpose of creating
economic opportunities
☐ Sustainability for the
purpose of creating
economic opportunities
Indicate how the activity outcome will be measured and projected number of beneficiaries.
☒ People 30-50
☐ Households
☐ Housing Units
☐ Public Facilities
☐ Jobs
☐ Businesses
☐ Organizations
V. Project Budget
Provide the total project cost and CDBG request.
Total Project Cost: $ 542,285.00
Total CDBG Request: $ 18,000.00
CDBG Percent of Total Cost: 3.32%
Describe all other funding sources.
Source of Funds Amount Committed Pending
Program Fees $188,576.00 ☐ ☒
Gov’t Contracts, Waivers, and Insurance
Payments $313,093.00 ☒ ☐
Miscellaneous Funds $22,616.00 ☐ ☒
Total: $542,285.00 ☒ ☒
6
Please itemize project expenses, using the following guidance as applicable:
Acquisition & Improvement Costs - Include purchase price, closing costs, site improvements,
clearance of toxic contaminants, and other acquisition and improvement costs
Construction/Rehabilitation Costs - Include site improvements, construction (labor, materials,
supplies), installation, permits and other construction/rehabilitation costs
Professional Fees and Personnel Costs - Include architectural, engineering and code inspection
fees, surveys, appraisals, legal fees, hazardous materials surveys, project management, and
other professional/personnel fees
Other Development Costs - Include relocation, financing costs, environmental reviews,
environmental studies, and other development costs
Eligible Costs for Planning Projects - Include professional services, project management costs,
and other planning costs
* * * * *
Please review each section for completeness.
Each activity should have separate Sections I through V.
Itemized Use of Funds/Expenses Costs CDBG Funds
Requested
Other Funding
Sources
Personnel Costs $501,750.00 $14,750.00 $487,000.00
Program Supplies $6,775.00 $150.00 $6,625.00
Vehicles and Staff Mileage $14,950.00 $3,000.00 $11,950.00
Miscellaneous Costs $18,810.00 $100.00 $18,710.00
$ $ $
Total: $542,285.00 $18,000.00 $524,285.00
7
Please complete the following Sections I-V for EACH proposed activity. (For
example, if 3 activities are being proposed, there will be 3 sets of the following pages.)
Activity # 2
Activity Title: Apple Valley Home Improvement Loan Program
II. Activity Information
Has this Activity received CDBG funding before? ☒ Yes ☐ No
Check the eligible activity category of the proposed activity: (See attached definitions)
I. Activity Title
Describe the proposed activity in detail. Please be specific about purpose, location, number
of people or households served, etc.
Replenish funding for the existing Apple Valley Home Improvement Loan Program. This program
provides financial assistance in the form of no interest deferred loans to low and moderate income
residents for home repairs and improvements. The minimum loan is $15,000 and maximum loan is
$25,000. Eligible applicants must own their home, meet equity and credit requirements and meet
annual gross income guidelines
Eligible dwelling units are any type of owner-occupied housing, including manufactured homes.
Funds are to be used to make common repairs such as window replacement, new siding, new
roofing and mechanical repairs such as furnace replacement. Ramps, bathrooms and kitchen
modifications, and removal of barriers to accommodate homeowners with special needs are also
examples of eligible improvements.
8
Affordable Rental Housing
☐ Rehabilitation of Multi-Unit Residential
☐ Rental Assistance Subsidies
☐ Fair Housing Activities
☐ Energy Efficiency Improvements
Public Service
☐ Senior Services
☐ Youth Services
☐ Transportation Services
☐ Operational Support
Affordable Homeowner Housing
☐ Homeownership Assistance
☐ New (Re)Construction Homeowner Housing
☒ Rehabilitation/ Energy Efficiency Improvement of Single
Unit Residential
☐ Housing Counseling and Short-Term Assistance
☐ Fair Housing Activities
Community Development
☐ Recreational Parks
☐ Public Water/Sewer Improvements
☐ Street Improvements
☐ Sidewalks
☐ Beautification
☐ Assessment Abatement
Homelessness
☐ Coordinated Access to service & Shelter
☐ Housing Stabilization
☐ Emergency Shelter Operation
☐ Addition of Permanent Supportive Housing Units
☐ Shelter Renovation/Creation
Neighborhood Revitalization
☐ Acquisition of Real Property
☐ Clearance and Demolition
☐ Clean-up of Contaminated Site
Economic Development
☐ Employment Training
☐ Economic Development Assistance
☐ Rehabilitation of Commercial/Industrial Buildings
☐ Micro-Enterprise Assistance
☐ Relocation
Planning and Administration
☐ Planning
☐ Administration
9
Describe the activity schedule:
Is this a continuation of a previously funded activity? ☒Yes ☐No
Is this a time-specific project? ☐Yes ☒No
If this is a time-specific project, please note the start and end dates below:
Proposed Activity Start Date: Ongoing
Proposed Activity Completion Date: Ongoing
CDBG funded projects/activities must meet one of the following program objectives. Check
the objective for which the CDBG funds will be used.
If you checked the Low/Mod Housing Benefit box, please answer the following:
How many Low/Mod Households will benefit? 5-7 Households
(Income eligibility must be verified by written documentation)
Where will this activity occur? (Address of property, neighborhood, or citywide)
Citywide
Click or tap here to enter text.
III. CDBG National Objective
☐ Low/Mod Area Benefit ☐ Low/Mod Limited Clientele Benefit
☒ Low/Mod Housing Benefit ☐ Low/Mod Jobs Benefit
☐ Slum/Blight Area Benefit ☐ Slum/Blight Spot Benefit
☐ Urgent Need (extremely rare; used only for emergencies): (Please explain) Click or tap here to
enter text.
If you checked the Low/Mod Area Benefit box, please answer the following:
In what Census Tract/Block Group(s) do beneficiaries of your Activity live? (Please include map)
Click or tap here to enter text.
How many residents live in this area? Click or tap here to enter text.
What is the percentage of low and moderate -income beneficiaries? Click or tap here to enter text.%
How was this documented? ☐ HUD Data ☐ Survey
(Please include a copy of survey)
10
If you checked the Low/Mod Limited Clientele Benefit box, please answer the following:
How many Low/Mod People or Households will benefit? Click or tap here to enter text. People
Click or tap here to enter text. Households (Please choose either People or Households for each project).
How will income be verified?
☐ Income Verification Request Forms
☐ Eligibility Status for other Governmental Assistance program
☐ Self Certification (Must request source documentation of 20% of certifications and must inform beneficiary that
all sources of income and assets must be included when calculating annual income)
☐ Presumed benefit (HUD presumes the following to be low and moderate-income: abused children, battered
spouses, elderly persons (62+), severely disabled persons, homeless persons, persons living with AIDS, migrant farm
workers)
If you checked the Low/Mod Jobs Benefit box, please answer the following:
To meet the requirements of the “Jobs” National Objective, the business being assisted must enter into an agreement
showing commitment that at least 51% of jobs created or retained will be available to low/mod income persons. The
business must also be prepared to provide a list of all jobs, detailed information about the jobs being created or
retained, the selection and hiring process, and demographic information about the employees.
Will this activity create or retain full time equivalencies (FTEs)? ☐ Create ☐ Retain
For job(s) that are being retained, please provide evidence that the assisted business has issued a notice to affected
employees or that the business has made a public announcement to that effect, OR an analysis of relevant financial
records that shows the business is likely to cut back on employment in the near future without planned intervention.
Will the job(s) created or retained require a special skill? ☐ Yes ☐ No
What percent of permanent FTEs will be held by or available to low/mod income persons? Click or
tap here to enter text. %
If you checked the Slum/Blight Area or Slum/Blight Spot Benefit box, please answer the
following:
What are the boundaries of the slum/blight area or the address of the slum/blight spot? Click or tap
here to enter text.
(Please provide letter from building inspector or other documentation noting deficiencies and include photos)
What deficiency will be corrected or the public improvement be? Click or tap here to enter text.
If Slum/Blight Area, what percent of buildings are deteriorated? Click or tap here to enter text.%
11
IV. Proposed Objectives and Outcomes
Indicate the proposed objective and outcome of the activity/project.
Outcome #1
Availability/Accessibility
Outcome #2
Affordability
Outcome #3
Sustainability
Objective #1
Suitable Living
Environment
☐ Accessibility for the
purpose of creating a suitable
living environment
☐ Affordability for the
purpose of creating a
suitable living environment
☒ Sustainability for the
purpose of creating a
suitable living environment
Objective #2
Decent
Housing
☐ Accessibility for the
purpose of providing decent
housing
☐ Affordability for the
purpose of providing
decent housing
☒ Sustainability for the
purpose of providing
decent housing
Objective #3
Economic
Opportunity
☐ Accessibility for the
purpose of creating economic
opportunities
☐ Affordability for the
purpose of creating
economic opportunities
☐ Sustainability for the
purpose of creating
economic opportunities
Indicate how the activity outcome will be measured and projected number of beneficiaries.
☐ People
☐ Households
☒ Housing Units 5-7
☐ Public Facilities
☐ Jobs
☐ Businesses
☐ Organizations
V. Project Budget
Provide the total project cost and CDBG request.
Total Project Cost: $ 152,624.00
Total CDBG Request: $ 152,624.00
CDBG Percent of Total Cost: 100%
Describe all other funding sources.
Source of Funds Amount Committed Pending
Click or tap here to enter text. $ ☐ ☐
Click or tap here to enter text. $ ☐ ☐
Click or tap here to enter text. $ ☐ ☐
Total: $ ☐ ☐
12
Please itemize project expenses, using the following guidance as applicable:
Acquisition & Improvement Costs - Include purchase price, closing costs, site improvements,
clearance of toxic contaminants, and other acquisition and improvement costs
Construction/Rehabilitation Costs - Include site improvements, construction (labor, materials,
supplies), installation, permits and other construction/rehabilitation costs
Professional Fees and Personnel Costs - Include architectural, engineering and code inspection
fees, surveys, appraisals, legal fees, hazardous materials surveys, project management, and
other professional/personnel fees
Other Development Costs - Include relocation, financing costs, environmental reviews,
environmental studies, and other development costs
Eligible Costs for Planning Projects - Include professional services, project management costs,
and other planning costs
* * * * *
Please review each section for completeness.
Each activity should have separate Sections I through V.
Itemized Use of Funds/Expenses Costs CDBG Funds
Requested
Other Funding
Sources
Owner-occupied housing rehabilitation/home
improvement costs to be determined per
individual homeowner’
$ Up to a
maximum of
$25,000 per
dwelling unit
$152,624.00 $
Click or tap here to enter text. $ $ $
Click or tap here to enter text. $ $ $
Click or tap here to enter text. $ $ $
Click or tap here to enter text. $ $ $
Total: $TBD $152,624.00 $
I T E M: 4.F.
C O UNC I L ME E T I NG D AT E:J anuary 24, 2019
S E C T I O N:Consent A genda
Description:
Receive Traffic Safety A dvisory Committee 2018 A nnual Report
S taff Contact:
Charles Grawe, A ssistant City A dministrator
Department / Division:
Administration / I nformation Technologies
AC T I O N RE Q UE S T E D:
Receive Traffic Safety Advisory Committee 2018 Annual Report.
S UM M ARY:
Attached for your receipt is a copy of the 2018 Annual Traffic Safety Advisory Committee
Report for the C ity of Apple Valley.
B AC K G RO UND:
T he report was approved by the Traffic Safety Advisory Committee on J anuary 9, 2019.
T he report outlines activities and accomplishments of the C ommittee for the previous year.
B UD G E T I M PAC T:
N/A
AT TAC HM E NT S :
Report
City of
MEMO
Administration
TO: Mayor, City Council, and City Administrator
FROM: Traffic Safety Advisory Committee
DATE: January 9, 2019
SUBJECT: 2018 ACCOMPLISHMENTS
The Traffic Safety Advisory Committee (TSAC) held six meetings in 2018. The members of the
Committee in 2018 included: John Bermel, Linda Dolan, Charles Grawe, Fred Puente, Matt Saam,
Joe Shaw, and Arthur Zimmerman. Arthur Zimmerman served as Chair and Joe Shaw served as
Secretary. Mr. Bermel retired in 2018 and his replacement was not named until 2019.
Major accomplishments and/or undertakings by TSAC during its eighteenth year include:
• Request for Stop Sign at Granite Avenue and 142nd Street: During the 2016 review of a
nearby development proposal, staff identified a warranted stop condition at Granite Avenue
and 142nd Street that lacked a stop sign. The Committee recommended installation of
appropriate signage. In 2017 and 2018, a resident requested that additional stop signs be
added on Granite Avenue, creating an all-way stop. The Committee did not support such an
action, as warrants for an all-way stop were not met. The Committee did recommend
installation of advisory signing due to the hill and curve of the street. However, 142nd is
scheduled for an improvement project within the next two years. As part of that project
scope, the Public Works Department agreed that the crest of the hill would be regraded and
reconstructed to increase visibility and creating a safer condition that a stop sign on the crest
of the hill would create.
• 140th and Granite Designated Right Turn Lane Request: The City received a request to
install a right turn lane on 140th Street starting at Granite Avenue. There are many similar
intersection approaches in the community that do not have designated right turn lanes. The
projected maximum daily number of vehicles attempting a right-hand turn at the intersection
is 40. The standard minimum volume of turning traffic to warrant construction of a turn lane
is 100 vehicles per day. The Committee recommended identifying and then prioritizing all
similar intersections before moving forward with a turn lane project.
• Granite Avenue Parking Concerns: The City received concerns about obscured sight lines
from vehicles parked on Granite Avenue affecting vehicles exiting the Summerhill
driveways. One issue was identified involving confusing “no parking” signage in the
Legends parking lot, incenting guests and deliveries to park on Granite rather than the
Legends lot. City staff are working with the property owner to clarify visitor and short-term
parking to encourage guest parking on the property and not on Granite Avenue. A second
identified issue is reduced visibility between the Summerhill driveways from a curve in the
road. The Committee recommended installation of “no parking” signs on the west side of
Granite Avenue between the Summerhill driveways.
• Resident Concerns with Traffic on Garden View Drive North of 140th Street: The City
received concerns about excessive commercial truck traffic on Garden View Drive between
County Road 42 and McAndrews Road. Staff monitored the roadway following the
complaint, but was unable to verify significant commercial truck traffic on the roadway.
• Garden View Drive Traffic Concerns: The Committee continued to monitor traffic speeds
and volumes on Garden View Drive. The aging signs are experiencing increasing technical
failures and the Committee recommended that staff look at replacement in the near future.
• Resident Concerns with Traffic on Palomino Drive: The City received concerns about
traffic speeds and volumes on Palomino Drive and a request to expand the 35 mile per hour
speed limit zone. The State, not the City, determines the speed limits and set the limits when
Palomino Drive was reconstructed. The Committee recommended adding this roadway
section to the rotation of the portable driver feedback signs.
• Palomino Deer Crossing Signage Review: The City receive a request for deer crossing
signage on Palomino Drive. Many deer cross many different roadways within the
community. The Public Works policy is to only install deer crossing signage at points where
there have been abnormally high incidents of deer-vehicle accidents or other unique deer-
related issues that justify the placement of a sign. The Committee continues to monitor this
area.
• Resident Request for Speed Advisory Signs on Pennock Avenue: During the Cedar
Avenue reconstruction, the City located temporary speed advisory signs on Pennock Avenue
to address concerns from detoured traffic using Pennock Avenue to avoid the Cedar
construction activity. The signs were part of a Public Works program to deploy temporary
speed advisory signs on a rotational basis during non-winter months on streets throughout the
city with traffic speed concerns. The signs were rotated to other locations. A resident
requested the return of the signs on a permanent basis to Pennock Avenue. The Committee
recommended continuing to use the temporary signs, but to return them to Pennock Avenue
when not needed in other locations. The rotational signs were in high demand by many
neighborhoods around the city. The Pennock Avenue location is particularly challenging
because of the lack of places that police can position a squad to safely conduct speed
enforcement. The Committee discussed altering the speed advisory sign policy to allow
seasonally permanent speed advisory signs in areas where enforcement may not be feasible
due to roadway configuration.
• Stop Sign Request at Pennock Avenue and 138th Street: The City received a request to
install a top sign at this T-intersection. Currently, one leg of the T leads into a cul-de-sac and
has a stop sign for vehicles exiting the cul-de-sac. Vehicles on 138th Street or Pennock
Avenue do not have a stop sign and vehicles proceed through the intersection as if it was a
90-degree curve in the roadway. Committee continued to monitor traffic speeds and volumes
on Garden View Drive. The intersection traffic volume does not meet warrants for an all-
way stop, but the Committee asked staff to review if other advisory signage may be
warranted due to the unusual nature of the intersection.
• Crosswalk Request at Pennock Avenue near Wallace Park: The City received a request
to install a mid-block crosswalk to the park. The traffic volumes on Pennock Avenue do not
meet the minimums required to warrant a striped crosswalk at a nearby intersection. Due to
the proximity of the park to the intersection with 138th Street, the Committee requested staff
review crosswalk options when evaluating advisory signage for Pennock Avenue and 138th
Street.
• Galaxie Avenue at 153rd/Founders Crosswalk Concerns: The City received a request
from a visually impaired resident for audible crossing beacons at the crosswalks frequently
walked by the resident. The Public Works Department will be evaluating this request within
both the context of its Galaxie Avenue corridor study and Americans with Disabilities Act
review of street infrastructure. The Committee requested staff look at extending signal
timing at those intersections as an interim solution.
• Resident Concerns with On-Street Parking on 142nd Street East of Cedar Avenue: The
City received complaints about vehicles parking on both sides of 142nd Street when Fred
Largen Park is used for soccer games. The park shares a parking lot with the education
center. Staff determined that “no parking” signs had been erected without authorization in
the shared parking lot, discouraging parking by park users. The unauthorized signs were
removed, opening the parking lot to park users.
• Resident Concerns about Speeding on 142nd Street between Johnny Cake Ridge Road
and Pilot Knob Road: The City received concerns about traffic speed on this roadway that
is a popular route for summer waterpark users. The Police Department agreed to increase
enforcement efforts. The Committee recommended adding this roadway section to the
rotation of the portable driver feedback signs.
• Resident Concerns about Speeding on Walnut Lane: The City received concerns about
speeding and traffic volume on Walnut Lane. The Committee reviewed the area, but found
no motive for outside traffic to use the roadway as a cut-through route. The Police
Department agreed to increase enforcement efforts on the roadway.
• Review One-way Street Designation on Eastchester: The City Engineer raised a concern
about a small segment of public roadway within a larger network of private streets built to
lesser width standards than typically required by the City. It was not clear why a small
segment was accepted as public roadway by the City given its non-standard construction.
The roadway does not have adequate width to allow two-way traffic, which presents traffic
flow issues on the surrounding private streets. Staff continued to look at possible solutions
for this issue.
• Review 14025 140th Court for Additional Cul-De-Sac Signage: The City received
concerns about traffic entering the cul-de-sac, turning around, and exiting the cul-de-sac.
The residents requested signage identifying the cul-de-sac as not a through street. The
Committee had extensive discussion on this topic because the motivation for the drivers to
turn around is unknown and the cul-de-sac is visually identifiable. The Committee
recommended installation of a rider style “dead end” sign on the street signs at the entrance
to the cul-de-sac.
• Review 14113 Garden View Court for Additional Cul-De-Sac Signage: The City
received concerns about traffic entering the cul-de-sac, turning around, and exiting the cul-
de-sac. The residents requested signage identifying the cul-de-sac as not a through street.
The Committee had extensive discussion on this topic because the motivation for the drivers
to turn around is unknown. The cul-de-sac is less visually identifiable due to its length. The
Committee recommended installation of a “dead end” sign at the entrance to the cul-de-sac.
• Resident Concerns about Parking in Regents 2nd Neighborhood from Quarry Point
Park Activities: The City received concerns about park users parking on neighborhood
streets to the west of the park. This type of parking activity occurs on many streets near park
areas, especially with game fields.
• Resident Concern over Speeds and Signage on Harmony Way: The City received
concerns about sight line issues on a curve on Harmony Way. The curve radius met the
criteria for an advisory sign. The Committee recommended installation of appropriate
signage on the curve.
• Resident Concerns with Heavy Truck Traffic on County Road 46: Residents continued
to express concern with the volume, speed, and engine-braking noise generated by gravel
mining trucks on County Road 46. There is no court-approved noise-measuring device for
this situation, so noise ordinance enforcement isn’t applicable. The City is not able to
prohibit the use of a vehicle safety system. The Police Department had an officer certified as
a commercial vehicle inspector (CVI) in 2016. In many cases, vehicle noise increases
because of a non-compliant or malfunctioning component. Identifying and correcting non-
compliant and malfunctioning components and encouraging haulers to check their vehicles
more frequently can help to reduce noise on the roadway. The CVI officer has to perform at
least 120 inspection each year.
• Speed Concerns at 8283 131st Street: The City received concerns about traffic volumes
and speeds on 131st Street, particularly in a section with a tight, graded curve with heavy
adjoining vegetation. Residents requested a lower speed limit and “children at play signs”.
The speed limit is already at the State minimum and the requested signs are not supported in
the uniform manual on traffic control devices. The Committee recommended staff work with
the adjoining property owners to trim vegetation that creates sight line problems and that
staff study the area to determine if curve speed advisory sign is warranted.
• Driver Feedback Sign Review: The Committee continued to receive many requests for the
rotational driver feedback signs. Due to the popularity of the signs, the Committee asked
staff to seek funding for additional sets. The Committee reviewed data collected at sites in
2018. The 85th percentile speed on 142nd Street near Scott Highlands Middle School was
around 32 to 33 miles per hour, indicating a speed issue. The 85th percentile speed on 144th
Street near Diamond Path School was around 28 to 30 miles per hour. The 85th percentile
speed on Dodd Boulevard near Eagle Bay Drive and Dunbar Avenue was around 43 to 44
miles per hour. The 85th percentile speed on 132nd Street between Johnny Cake Ridge Road
and Flagstaff Avenue was around 32 miles per hour, indicating a speed issue. The 85th
percentile speed on Garden View Drive near 136th Street (40 mile per hour zone) was around
41 to 42 miles per hour, indicating a speed issue. The 85th percentile speed on Palomino
Drive (35 mile per hour zone) was 39 to 40 miles per hour, indicating a speed issue. The 85th
percentile speed on Walnut Lane was 20 to 24 miles per hour.
• Reviewed Traffic Concerns Communicated to City: At each meeting, TSAC reviewed
traffic concerns/issues brought to the Police and Public Works Departments during the
month.
• The City continues to receive requests for the addition of flashing yellow arrows at
additional signal locations, including 140th Street and Garden View Drive. There is a
significant capital expense required to upgrade the controllers for the signals. Public
Works is planning for future signal upgrades in the Capital Improvements Program.
• The City received a request for a four-way stop sign at Dodd Road and Eagle Bay
Drive. The intersection did not meet warrants for a four-way stop.
• The City received a request to form a separate pedestrian safety committee because
the resident believes that traffic is causing a public health concern.
• The City received concerns about vehicle noise on 160th Street over several years. As
there is no court-approved noise-measuring device for this situation, the Police
Department does not have a mechanism to enforce vehicle noise ordinances. The
Committee recommended removing existing “noise ordinance enforced” signage
because it creates confusion for residents who are led to believe local governments
have the ability to enforce vehicle noise ordinances.
• The City received concerns about speeds on Gabella Street at 147th Street.
• The City received a request for “check your speed” signs on Everest Avenue. Such
signs are not supported in the manual on uniform traffic control devices. The
Committee recommended using mobile driver feedback signs as an alternative.
• The City received concerns about stray golf balls hitting vehicles on 140th Street
adjacent to the par-three golf course.
• The City received concerns about continued violations of the one-way streets at
Founders Way and 153rd Street. The Committee discussed possible engineering
solutions to discourage wrong-way traffic.
• The City received concerns about speeding on Embry Way near Pilot Knob.
• The City received concerns about pedestrians in the Cedar Avenue medians near the
147th Street and 153rd Street transit stations.
• The City conducted traffic counts on many streets as part of the Municipal State Aid
funding process.
• Educational Outreach Efforts: In its seventeenth year, TSAC continued to focus on its
educational outreach efforts. Some educational outreach efforts included the following:
• The Police Department’s Commercial Vehicle Inspector participated in numerous
individual vehicle inspections as well as several saturation events help in Apple
Valley.
• A member attended the Toward Zero Death’s Conference to learn about new and
emerging strategies to increase traffic safety and shared the conference information
with the rest of the Committee.
The Traffic Safety Advisory Committee welcomes direction from the City Council as well as any
recommendations, questions, or concerns.
I T E M: 4.G.
C O UNC I L ME E T I NG D AT E:J anuary 24, 2019
S E C T I O N:Consent A genda
Description:
A dopt Resolution A ppointing Greg Dahlstrom to Traffic Safety A dvisory Committee
S taff Contact:
Charles Grawe, A ssistant City A dministrator
Department / Division:
Administration / I nformation Technologies
AC T I O N RE Q UE S T E D:
Adopt the resolution appointing Greg Dahlstrom to replace J ohn Bermel on the Traffic
Safety Advisory C ommittee for a term expiring March 1, 2020.
S UM M ARY:
T hree members of the Traffic Safety Advisory C ommittee (T S A C) are appointed from
within the City staff. One of those members is the Police C aptain responsible for the Patrol
Division. Responsibility over Patrol rotates between the two police captains. Former
Captain J ohn Bermel recently retired and his replacement is Captain Greg Dahlstrom.
T his appointment has a three-year term expiring March 1, 2020.
B AC K G RO UND:
In order to maximize the benefit to the T SA C C ommittee, staff recommends that the
appointed member be a Police C aptain responsible for the Patrol Division.
Attached is a resolution appointing Police C aptain G reg Dahlstrom to fill the position
currently held by retired Police Captain J ohn Bermel.
B UD G E T I M PAC T:
N A
AT TAC HM E NT S :
Resolution
CITY OF APPLE VALLEY
RESOLUTION NO. 2019 -
RESOLUTION APPOINTING TRAFFIC SAFETY ADVISORY COMMITTEE MEMBER
WHEREAS, Section 32.02 of the Apple Valley City Code, as amended, provides for
appointment by the City Council of members of the Traffic Safety Advisory Committee; and
WHEREAS, a Police Department Captain typically serves on the Traffic Safety Advisory
Committee; and
WHEREAS, the Captain assigned to the Patrol Division holds primary responsibility for
traffic safety and is historically assigned to the Traffic Safety Advisory Committee.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple
Valley, Dakota County, Minnesota, that Police Captain Greg Dahlstrom is hereby appointed to
the Traffic Safety Advisory Committee.
BE IT FURTHER RESOLVED that members of the Traffic Safety Advisory Committee
are then as follows:
Name Term Expires
1. Linda Dolan March 1, 2019
2. Joe Shaw March 1, 2019
3. Matt Saam March 1, 2019
4. Arthur Zimmerman March 1, 2020
5. Greg Dahlstrom March 1, 2020
6. Charles Grawe March 1, 2021
7. Fernando (Fred) Puente March 1, 2021
ADOPTED this 24th day of January, 2019.
_________________________________
Mary Hamann-Roland, Mayor
ATTEST:
_________________________________
Pamela J. Gackstetter, City Clerk
I T E M: 4.H.
C O UNC I L ME E T I NG D AT E:J anuary 24, 2019
S E C T I O N:Consent A genda
Description:
A pprove Reduction of Financial Guarantee
S taff Contact:
J oan Murphy, Department A ssistant
Department / Division:
Community Development Department
AC T I O N RE Q UE S T E D:
Approve reduction of various financial guarantees.
S UM M ARY:
T he C ity holds numerous financial guarantees to ensure the installation of certain
improvements in new developments, as well as to assure protection of natural resources.
Staff review of the status of this development indicates that the following action is in order:
1.Apple Valley Wasatch
(PC17-32-SFG B)
LO C #2088
Original Deposit on 5/5/18
$416,284.00
Reduce now to $204,053.00
B AC K G RO UND:
N/A
B UD G E T I M PAC T:
N/A
I T E M: 4.I .
C O UNC I L ME E T I NG D AT E:J anuary 24, 2019
S E C T I O N:Consent A genda
Description:
A pprove Consent to Assignment A greement with B32 E ngineering Group, I nc., for Project 2018-
156, A pple Valley Sports A rena 2019 I ce S ystem Replacement
S taff Contact:
B arry B ernstein, Parks and Recreation Director
Department / Division:
Parks and Recreation Department
AC T I O N RE Q UE S T E D:
Approve C onsent to Assignment Agreement with B32 Engineering Group, Inc., for Project
2018-156, Apple Valley Sports Arena 2019 Ice System Replacement, transferring rights from
Stevens Engineers, Inc.
S UM M ARY:
Stevens Engineers, Inc., has split the civil and ice engineering sectors of the company as of
J anuary 4, 2019. All ice rink contracts have been assigned to the new company B32
Engineering Group, Inc. T he transfer and assignment requires the C ity's consent to be
effective. Staff recommends approval of the transfer and assignment of rights under the
agreement to the new entity.
B AC K G RO UND:
Stevens Engineers, Inc., was contracted in August 2018 to design and oversee the
refrigeration replacement project at A pple Valley Sports Arena. Bids for the project were
received and awarded in November 2018. On site work is scheduled to begin in early March
and should be completed in time for the 2019 fall ice season that starts in October.
Under the company split arrangement Stevens Engineers, Inc., will operate as a civil
engineering firm. All other terms and conditions of the C ity's existing agreement with
Stevens Engineers, Inc., will remain in full force and effect with B32 Engineering Group, Inc.
Under the new company, the project coordinators have the same experienced ice rink
engineers, designers and support team located in the same office and have the same
professional liability insurance company and insurance coverage.
B UD G E T I M PAC T:
N/A
AT TAC HM E NT S :
Agreement
I T E M: 4.J .
C O UNC I L ME E T I NG D AT E:J anuary 24, 2019
S E C T I O N:Consent A genda
Description:
A dopt Resolution Rejecting Bids for Project 2019-114, F amily Aquatic Center Pool S hell Repair
S taff Contact:
B arry B ernstein, Parks and Recreation Director
Department / Division:
Parks and Recreation Department
AC T I O N RE Q UE S T E D:
Adopt the resolution rejecting bids for Project 2019-114, Family Aquatic Center Pool Shell
Repair.
S UM M ARY:
T he Parks D epartment recently solicited bids for Project 2019-114, Family Aquatic Center
Pool Shell Repair. T his project would cover the removal and reapplication of the pool shell
material in the main body of the pool.
Two of the three bids received did not meet the completion timeline requirements. T he third
bid was substantially higher at $239,770.00, a total of $41,495.00 above the next closest bid.
As a result, staff recommends rejecting all bids for the project with the intention of
advertising for an end-of-season project at a later date.
B AC K G RO UND:
T he C ity C ouncil adopted resolution 2018-177 November 29, 2018, authorizing receipt of
sealed bids on J anuary 11, 2019, at 10:00 a.m. in the Council Chambers.
B UD G E T I M PAC T:
By delaying the project until the end of the season, the C ity can hopefully avoid peak season
pricing.
AT TAC HM E NT S :
Resolution
CITY OF APPLE VALLEY
RESOLUTION NO. 2019-
A RESOLUTION REJECTING BIDS FOR
2019-114; FAMILY AQUATIC CENTER POOL SHELL REPAIR
WHEREAS, pursuant to City Council Resolution No. 2018-177, sealed bids were
received, opened, and tabulated on January 11, 2019, for the 2019-114; Family Aquatic Center
Pool Shell Repair project; and
WHEREAS, two of the three bids received did not meet the project completion timeline
established in the project specifications; and
WHEREAS, the single bid received that did meet the completion timeline requirements
was significantly higher than the budgeted value; and
WHEREAS, after evaluating the proposals, it is found to be not in the best interest of the
City to pursue an agreement at this time.
NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Apple
Valley, Dakota County, Minnesota, that the bid received January 11, 2019, for 2019-114; Family
Aquatic Center Pool Shell Repair is hereby rejected.
ADOPTED this 24th day of January, 2019.
____________________________________
Mary Hamann-Roland, Mayor
ATTEST:
_____________________________________
Pamela J. Gackstetter, City Clerk
I T E M: 4.K.
C O UNC I L ME E T I NG D AT E:J anuary 24, 2019
S E C T I O N:Consent A genda
Description:
A pprove Acceptance and Final P ayment on Agreement with Garage F loor Coating of MN.com,
L L C, for A pple Valley F ire S tation One B ay Floor Coating
S taff Contact:
Charles Russell, A cting F ire Chief
Department / Division:
Fire Department
AC T I O N RE Q UE S T E D:
Approve acceptance and final payment on the agreement with Garage Floor C oating of
MN.com, LLC , for Apple Valley Fire Station One Bay Floor C oating, in the amount of
$25,055.10.
S UM M ARY:
Garage Floor C oating of MN.com, LLC has satisfactorily completed the garage floor coating
to the concrete bay floors at Fire Station 1. It is the Fire Department's recommendation that
City C ouncil approve final payment to Garage Floor C oating of MN.com, LLC , for their
work.
B AC K G RO UND:
T he Fire Department has completed some repair work to the concrete bay floors at Fire
Station 1. T his has left a patchwork effect to the bay floors. Fire station 1 is our main
station, seeing many tour groups and hosting many meetings and drills. Coating the floor with
a quartz system will give the bay floors where we store our fire trucks a finished and
professional look.
Garage Floor C oating of MN.com, LLC has completed the garage floor coating to the
concrete bay floors at Fire Station 1. It is the Fire Department's recommendation that City
Council approve final payment to Garage Floor C oating of MN.com, LLC , for their work.
B UD G E T I M PAC T:
Funding for this concrete work had been approved in the 2018 budget and carried over to the
2019 budget.
AT TAC HM E NT S :
F inal Pay Documents
F inal Pay Documents
5100 US Hwy 169 N
New Hope, MN 55428
Phone: 763-559-8732
Fax: 763-559-8070
Email: info@gfcmn.com
INVOICE - 13812 JANUARY 17, 2019
BILL TO JOB SITE ADDITIONAL INFORMATION
Apple Valley Fire Department
7100 147th Street West
Apple Valley, MN 55124
15000 Hayes Rd
Apple Valley, Mn 55124
Sales Rep: Jason Ripley
PO#
Builder Club Number:
PRODUCT DESCRIPTION QUANTITY SALE PRICE TOTAL
Diamond Grind Diamond grinding concrete to prep for coating 4080 $0.75 $3,060.00
Other Repainting yellow stripes 90 $5.00 $450.00
Other Repainting white stripes 296 $5.00 $1,480.00
Other Split Project fee 1 $750.00 $750.00
System Apply chip system to floor 2 base coats quartz
with 2 topcoats 4080 $5.25 $21,420.00
Payment Details:
SUBTOTAL $27,160.00
DISPOSAL FEE $611.10
DISCOUNT ($2,716.00)
BID AMOUNT $25,055.10
TOTAL AMOUNT PAID $0.00
AMOUNT DUE $25,055.10
DEPOSIT DUE BY
FINAL PAYMENT DUE DATE 12-28-2018
FINANCIAL RESPONSIBILTY: I further agree to pay all finance charges, collection cost, attorney’s fees, and any other cost that may be incurred to enforce
collection of any amount outstanding. Per my cardholder agreement, I agree to pay any and all credit card fees in accordance with the terms of my
cardholder agreement.
Finance projects not eligible for Cash Discount
ACCEPTANCE: The above prices, specifications, and conditions are satisfactory and are hereby accepted, GFC Industrial is authorized to complete the
contract as specified. I understand that a fifty dollar ($50) surcharge will be accessed for any returned checks. If GFC Industrial has not received payment in
full after job is complete, a late payment charge of 10% monthly is applied when payment has not been received by the company within 30 days of
completion.
CANCELLATION TERMS: Once a Job has been accepted and a deposit has been paid, any cancelled jobs will be subject to 20% administrative/restocking fee
and will be deducted from down payment refund. Contract may be cancelled within three (3) business days from the date originally signed without any
penalty or obligation. Cancellation must be presented in writing to GFC Industrial. After (3) business days, any cancelled project will be subject to a 20%
cancellation fee and will be deducted from monies refund.
CONTRACTOR’S NOTICE TO OWNER:
(a)Any person or company supplying labor or materials for this improvement to your property may file a lien against your property if that person or
company is not paid for the contributions.
(b)Under Minnesota law, you have the right to pay persons who supplied labor or materials for this improvement directly and deduct this amount due
from us until 120 day after completion of the improvement unless we give you a lien waiver signed by persons who supplied any labor or material from
Page 2
the improvement and who gave you timely notice.
I T E M: 4.L .
C O UNC I L ME E T I NG D AT E:J anuary 24, 2019
S E C T I O N:Consent A genda
Description:
A pprove Acceptance and Final P ayment on A greement with Pro-Tec Design, I nc., for Hayes
Campus Security Camera S ystem
S taff Contact:
Charles Grawe, A ssistant City A dministrator
Department / Division:
Administration / I nformation Technologies
AC T I O N RE Q UE S T E D:
Approve acceptance and final payment on the agreement with Pro-Tec Design, Inc., for
Hayes Campus Security C amera System, in the amount of $4,000.00.
S UM M ARY:
T he C ity has been migrating its building surveillance cameras and recording systems onto a
common platform. T he Hayes campus had large holes in its surveillance. Many of the
existing cameras were antiquated and the recording servers had reached end of life. T his
project replaced analog cameras, added cameras to uncovered areas, and connected them to
the City's network. T he total cost of the project is $71,120.75. T here were no change orders.
B AC K G RO UND:
Security surveillance is a critical part of the City's security systems. T he City is migrating
all of its site surveillance to a common system that can be easily monitored over the C ity's
network.
Staff recommends the City C ouncil approve acceptance and final payment on agreement with
Pro-Tec Design, Inc., for Hayes C ampus Security C amera System in the amount of
$4,000.00.
B UD G E T I M PAC T:
T he $71,120.75 would come from the C able T V Capital Fund which is providing funds for
the camera project this year.
AT TAC HM E NT S :
F inal Pay Documents
I nvoice
I T E M: 4.M.
C O UNC I L ME E T I NG D AT E:J anuary 24, 2019
S E C T I O N:Consent A genda
Description:
A pprove P ersonnel Report
S taff Contact:
Melissa Haas, Human Resources Manager
Department / Division:
Human Resources Division
AC T I O N RE Q UE S T E D:
Approve the personnel report.
S UM M ARY:
T he employment actions attached to this memo are recommended for City C ouncil Approval.
B AC K G RO UND:
T he City Council's approval of the Personnel Report includes the ratification of the City
Administrator's actions in carrying out the terms and conditions of the employment of the
City personnel.
B UD G E T I M PAC T:
Budgeted positions.
AT TAC HM E NT S :
Personnel Report
PERSONNEL REPORT
January 24, 2019
City of Apple Valley
Human Resources
EMPLOYMENT ACTIONS
The following employment actions are recommended for City Council approval:
First
Name
Last
Name Action Position Status Dept.
Base Pay
Rate
Pay
Type
Pay
Scale
Date
(on or about)
Kamar Abdullahi Hire Facility Attendant
Casual,
Seasonal 1800 $ 10.30 Hourly C-01 1/15/2019
Jared Browning Hire Facility Attendant
Casual,
Seasonal 1800 $ 10.30 Hourly C-01 1/15/2019
Brian Foley
Accept
Resignation Firefighter
Paid on Call
Volunteer 1300 1/11/2019
Nick Guden Rehire Facility Attendant
Casual,
Seasonal 1800 $ 11.60 Hourly C-01 1/10/2019
Jared Hecht Hire Facility Attendant
Casual,
Seasonal 1800 $ 10.30 Hourly C-01 1/15/2019
Mariah Mullenberg Rehire Facility Attendant
Casual,
Seasonal 1800 $ 10.55 Hourly C-01 1/15/2019
Courtney Wahl
Accept
Resignation Police Officer
Full-Time,
Regular 1200 1/10/2019
The Council’s approval of the Personnel Report includes the ratification of the City Administrator’s actions in carrying out the terms and conditions of the
employment of the City personnel.
Page 1 of 1
I T E M: 4.N.
C O UNC I L ME E T I NG D AT E:J anuary 24, 2019
S E C T I O N:Consent A genda
Description:
A pprove Claims and B ills
S taff Contact:
Ron Hedberg, Finance Director
Department / Division:
Finance Department
AC T I O N RE Q UE S T E D:
Approve claims and bills.
S UM M ARY:
Attached for C ity C ouncil review and approval are check registers for recent claims and
bills.
B AC K G RO UND:
N/A
B UD G E T I M PAC T:
Check registers dated J anuary 2, 2019, and J anuary 9, 2019, in the amounts of
$845,432.53, and $377,554.89 respectively.
AT TAC HM E NT S :
Claims and Bills
Claims and Bills
I T E M: 5.B.
C O UNC I L ME E T I NG D AT E:J anuary 24, 2019
S E C T I O N:Regular A genda
Description:
I ntroductions and Oaths of Office of Police Officers Ordorff and Mack
S taff Contact:
J on Rechtzigel
Department / Division:
P olice Department
AC T I O N RE Q UE S T E D:
N/A
S UM M ARY:
T he Police C hief will introduce Officers Dylan Ordorff and J ordan Mack and the C ity C lerk
will administer them their oaths of office.
B AC K G RO UND:
Both officers were hired in August of 2018 to fill vacancies and have since completed their
field training program.
B UD G E T I M PAC T:
N/A
I T E M: 5.C.
C O UNC I L ME E T I NG D AT E:J anuary 24, 2019
S E C T I O N:Regular A genda
Description:
P resent Certificate of Recognition to Citizen Richard S taupe
S taff Contact:
J on Rechtzigel, Police Chief
Department / Division:
P olice Department
AC T I O N RE Q UE S T E D:
N/A
S UM M ARY:
On December 7, 2018, a patron at Pizza Ranch began choking on a piece of food. T he male
party was not able to breathe and was in immediate danger of serious injury or death. Mr.
Staupe acted quickly, performing the Heimlich maneuver numerous times before the
obstruction became dislodged. T he choking male began breathing on his own once again. A
short time later, paramedics arrived on scene and completed an evaluation of the patient. It
was ultimately determined the male was uninjured.
Mr. Staupe's willingness to take immediate steps to help your fellow citizen ensured a
positive outcome to a potentially horrific incident. For his quick actions in rendering aid to
another, we recognize him with this certificate.
B AC K G RO UND:
N/A
B UD G E T I M PAC T:
N/A
I T E M: 5.D.
C O UNC I L ME E T I NG D AT E:J anuary 24, 2019
S E C T I O N:Regular A genda
Description:
P resent L etters of A ppreciation to Citizens Donna and Elizabeth Choronzy
S taff Contact:
J on Rechtzigel, Police Chief
Department / Division:
P olice Department
AC T I O N RE Q UE S T E D:
N/A
S UM M ARY:
On September 28, 2018, officers from the Apple Valley Police Department were dispatched
to a theft call at Walmart. When officers arrived in the area, they were advised by Walmart
staff that two suspected thieves had fled the business, running across the parking lot. While
the officers were checking the area for the suspects, Elizabeth and Donna noticed a
suspicious male party run into a small fenced area behind a nearby restaurant. Upon noticing
the male, they took the initiative to make contact with an officer in the area and passed along
their observations to him.
A short time later, the suspect was located, hiding in the fenced area just as the two citizens
had described. Additional investigation into the theft was completed and the suspect was
subsequently charged with a misdemeanor level theft offense.
It is highly likely the responding officers would not have located the second suspect involved
in this theft without their assistance. T he information they provided directly impacted the
Apple Valley Police Department’s success in locating and prosecuting a suspected offender
in our community. For that, we thank them and present them with a letter of appreciation.
B AC K G RO UND:
N/A
B UD G E T I M PAC T:
N/A
I T E M: 5.E.
C O UNC I L ME E T I NG D AT E:J anuary 24, 2019
S E C T I O N:Regular A genda
Description:
P anera B read Restaurant, 15200 Cedar Avenue
S taff Contact:
Thomas L ovelace, City Planner
Department / Division:
Community Development Department
Applicant:
P anera B read, L L C and B rixmor Southport Centre, L L C
P roject Number:
P C18-33-Z C B
Applicant Date: 11/7/2018 60 Days: 1/6/2019 120 Days: 3/7/2019
AC T I O N RE Q UE S T E D:
If the City C ouncil concurs, staff is recommending the following:
1. Pass an ordinance amendment to allow for drive-through window service in conjunction
with a Class I restaurant in Planned D evelopment No. 244/zone 2 that includes the
following conditions:
T he C lass I restaurant shall be a freestanding building.
Only one C lass I restaurant with drive-through window service shall be allowed.
All signage associated with the drive-through window service shall adhere to
Chapter 154 of the Apple Valley C ode of Ordinances.
2. Adopt a resolution approving a conditional use permit to allow for drive-through
window service in conjunction with a Class I restaurant on property located at 15200
Cedar Avenue and legally described as Lot 4, Block 1, Southport C entre.
3. Adopt a resolution approving of site plan/building permit authorization to allow for
construction of a 4,820-sq. ft. C lass I restaurant with drive-through window service on
an existing 1.28-acre lot located at 15200 C edar Avenue and legally described as Lot 4,
Block 1, Southport C entre, subject conditions listed in the resolution.
S UM M ARY:
Panera Bread, LLC , and Brixmor Southport Centre, LLC , are requesting approval of a
planned development ordinance amendment, conditional use permit and site plan/building
permit authorization to allow for construction of a 4,820-sq. ft. Class I restaurant with drive-
through window service on an existing 1.28-acre lot. T he site is located at 15200 C edar
Avenue, in the Southport C entre retail development and is the current location of the Baker's
Square restaurant.
T he site is located in zone 2 of Planned Development N o. 244, which allows for C lass I and
II restaurants as permitted uses and drive-through window service in conjunction with a C lass
II restaurant as a conditional use. T he applicant is requesting that the planned development
ordinance be amended to allow for drive-through window service in conjunction with a C lass
I restaurant as a conditional use.
A public hearing for the zoning amendment and conditional use permit requests was held on
December 5, 2018. T he hearing was opened, comments taken, and the hearing was closed.
T he following is a synopsis of the comments received at those public hearings, followed by
any staff comments as appropriate.
A comment was received regarding the seating capacity and disabled parking. Staff
response – The proposed restaurant will have 120 interior seats and 26 outdoor seats.
The site plan shows 70 parking spaces on the property. There are currently five handicap
parking spaces on the property. The site plan for the proposed restaurant shows four
handicap spaces, two of which will be located directly adjacent to the building on the south
side. The A m ericans with Disabilities Act requires a m inim um of three accessible
spaces for a 70-space parking lot.
A concern was raised about the routing through the site and not being able to see over the
menu board, not being able to back up if cars are in line and how hazardous it could become
by the dumpster area if snow removal is not completely done. Staff response - The menu
board will be located in the drive-through lane and should not cause any visibility
problems. The drive-through lane has space for a nine vehicle queue. I f the queue
exceeds nine vehicles, entering and exiting the parking spaces along the east side of the
building could become an issue.
The sam e issue regrading access to the east parking area would be true if the snow is not
removed in that area. However, one could surm ise that rem oval of snow from all the
available parking would be important to the restaurant operator, in particular the area to
the east of the building, since that is the entry into the drive-up window lane and access to
the trash enclosure.
I t should be noted that this property has an agreem ent with the property to the south to
share access and parking with each other. Therefore, additional parking is available
directly to the south of the property for its diners (at Walgreen's).
The C ity has received correspondence from residents regarding the proposed
development. Those have been attached along with the C om m unity Development
Director's response to the e-mail dated December 18, 2018. Staff also forwarded the
January 2, 2019, e-mail to the applicant and they have provided a response, which
attached with this report.
T he Planning C ommission considered this request at their J anuary 9, 2018, meeting and
voted unanimously to recommend the approval of the planned development ordinance
amendment, conditional use permit, and site plan/building permit authorization, subject to the
conditions that are included in the draft resolutions.
B AC K G RO UND:
Comprehensiv e P lan: T he subject property is currently designated "C " (Commercial) on
the 2030 C omprehensive Plan Land Use Map. T he commercial designation includes a wide
variety of retail, office, and service uses that vary in intensity and off-site impacts. T he City
uses the zoning ordinance to regulate the intensity and characteristics of development based
upon land use criteria and performance standards. Examples of limitations to development
include required parking, building setbacks, infiltration, site access and lot coverage.
Retail uses typically encompass the traditional community shopping businesses and occupy
much of the downtown area. T his specific commercial land use is intended to accommodate a
wide range of commercial goods and services. O ff-site impacts include activity, light, noise
and generally higher traffic generation rates than other commercial uses. Residential
developments are not allowed within this land use category except for those planned in
conjunction with a planned development (PD zoning), or within the upper floors of multi-level
buildings as a conditional use to ensure that impacts are mitigated. Retail land uses will be
zoned RB, SC , and PD, which allows uses according to the specific performance standards:
High quality site and architectural design and building materials are expected to be used
within this land use category to promote pleasing off-site views of the development;
Development in the downtown area shall adhere to the Downtown Design Guidelines;
Landscaping shall be installed to provide aesthetic treatment of buildings and to soften
parking lot areas;
Significant traffic generation during the weekday and weekends is associated with retail
development. Traffic studies may be requested in conjunction with the review of large
developments that have the potential to threaten the integrity of the existing and planned
roadway system. Additionally, developments that lower the level of service on adjacent
roadways or intersections may be required to install traffic improvements to improve
the level of service to its pre-development condition if C ity approval is granted.
Driveway access points to the development shall be from non-local streets or those
designed for primarily non-residential traffic. No direct access to County Road #42 and
Cedar Avenue shall be allowed; and
Lighting is limited to parking lot and building illumination designed for employee safety.
Zoning Amendment/Conditional Use P ermit: T he site is located in zone 2 of "PD-244"
(Planned D evelopment. T he purpose of this planned development zone is to provide a mix
of shopping center, freestanding retail and limited business uses, including restaurants. T he
proposed restaurant is classified as a C lass I C asual Restaurant, which is a permitted use.
However, drive-through window service is not a permitted, conditional, or accessory use in
this planned development except as part of a Class II (fast-food) restaurant. It should also be
noted that the definition section of the code specifically states that drive-through service in
conjunction with a Class I restaurant is not allowed.
T he applicant is requesting that the planned development ordinance be amended to allow
drive-through window service in conjunction with a Class I restaurant as a conditional use in
zone 2. Approval of a conditional use permit should include the following conditions:
1. Only one C lass I restaurant with drive-through window service shall be allowed on zone
2.
2. T he restaurant shall be a freestanding facility.
3. Only one drive-through lane and menu board shall be allowed.
Site P lan: T he site is currently occupied by 5,738-sq. ft. restaurant and 72 parking spaces
on 1.28 acres. T he applicant will be removing the existing structure, curb and gutter, directly
adjacent and to the east of the building, pavement, concrete sidewalks, and landscaping in
preparation for the construction of the new restaurant.
T he new 4,820-sq. ft. building will be constructed on the 1.28-acre site, as well as 23 new
parking spaces, a 12-foot wide drive lane, and trash enclosure. An infiltration basin will be
constructed along the west side of the property.
T he redevelopment of the site will provide 70 parking spaces for the proposed restaurant.
T he minimum required parking is 51 spaces.
A 26-seat outdoor seating area will be located at the southwest corner of the site. Decorative
fencing will be installed on the west and south side of the seating area, which will provide
barrier between diners and vehicles exiting the drive-through lane.
A sidewalk connection should be extended from the front of building to C edar Avenue, which
they show on their revised plan. Because of the grades and American with Disabilities Act
requirements, the sidewalk will need to go south, east and then back north to the front of the
building.
Parking lots with fifteen (15) or more parking spaces shall provide for parking for bicycles
adjacent to the front of the building at a location that will not impede use of any sidewalk.
T he applicant shall be required to install a bike rack in front of building.
Grading and Utility P lans: T he C ity Engineer has reviewed the grading and utility plans
and his comments are contained in his attached memo. Site grading and utility
installation shall occur in conformance with a final grading and utility plans which will need
to be submitted for review and approval by the City Engineer.
Elev ation Drawings: T he original elevation plans indicated an exterior finish consisting of
combination of brick and EIFS. T he plans also identified other features that will enhance the
look of the building that included aluminum canopies above the building entrances and fabric
canopies above the windows. T he materials and building design would be compatible with
the existing structures within the planned development.
A concern was raised during the public hearing about the lack of four-sided architecture as it
pertained to the north and west side of the building. T he applicant has enhanced those
elevations with the addition of 6-ft. x 6-ft. recessed EIF S areas with fabric awnings above the
areas, and additional decorative lighting.
T he applicant did not provide elevations for the trash enclosure with their original submittal.
A trash enclosure plan has been submitted with their revised plans, which shows a brick
veneer exterior finish. T he gate and side door of the enclosure will be constructed with Trex
boards, which is durable maintenance-free material made of a mix of recycled wood fibers
and recycled plastic.
T he applicant has not identified the location of the building's mechanical equipment. T he
city code requires that rooftop mechanical equipment must be fully screened by either a
parapet wall along the edge of the building or by a screen immediately surrounding such
e quipme nt. T he height of the parapet wall or screen shall be at least the height of the
equipment. Parapet walls must be an extension of the primary building materials comprising
the outside walls of the building. Screens must be constructed of durable, low-maintenance
materials and be either a light, neutral color or the same color as the primary building
materials of the outside walls. Rooftop equipment shall be set back from the edge of the roof
along the front building face a minimum of one times the equipment height.
All ground mounted equipment must be fully screened by either a masonry wall or an opaque
landscape screen. T he height of the wall or landscape screen shall be at least the height of the
e quipme nt. Masonry walls must be constructed of the same materials and color as the
primary materials comprising the outside walls of the building; landscape screening must be
of plant materials that are fully opaque year-round. Equipment shall be painted a neutral
earth-tone color.
Landscape P lan: T he landscape plan identifies a variety of plantings around the perimeter
of the building, trash enclosure and infiltration area along the west side of the building. T hey
will be saving some existing trees along C edar Avenue and in the undisturbed area of the
parking lot. T his will include two ash trees in the southeast parking island, which could be
susceptible to Emerald Ash Borer. T hose trees should be removed and replaced with a
disease resistant species. Landscaping should be added along the north and east side of the
site, which will help screen the drive-through lane.
T he applicant has submitted a revised landscape plan that shows additional landscaping along
the north and east side of the site, as well as the removal of the concrete swale.
City code requires that the minimum cost of landscaping materials (live plant materials,
excluding sod) for commercial projects shall be 2.5% of the estimated building construction
cost based on the Means construction data.
Street Classifications/Accesses/Circulation: T he property is located adjacent to C edar
Avenue to the west, and private drives to the north and east. No access shall be allowed
from C edar Avenue. T he site plan shows that direct access will be from the private drive
located to east of the site. A cross access/parking easement between this property and the lot
to the south will provide additional access to the site.
P edestrian Access: T he applicant has identified a sidewalk connection from the site to the
sidewalk along C edar Avenue. T he sidewalk goes approximately 56 feet south of the
restaurant then becomes a striped crosswalk in the parking area as it maneuvers east and
north to the front of the restaurant.
S i g ns : T he building elevation plan identifies several signs and the site plan shows the
locations of directional signage and drive-through window service menu boards. Approval of
any signage is not part of this request. All signage shall conform to the regulations set forth
in the planned development ordinance and Chapter 154 of the city code.
P ublic Hearing Comments: T he public hearing was on the proposed zoning amendment
and conditional use permit was held on December 5, 2018. T he hearing was opened,
comments taken and the hearing was closed.
B UD G E T I M PAC T:
N/A
AT TAC HM E NT S :
Background Material
Ordinance
Resolution
Resolution
Memo
Applicant L etter
Memo
Background Material
Applicant L etter
Map
Map
Map
Plan S et
Elevations
Elevations
Elevations
Plan S et
F loor Plan
L andscaping Plan
Presentation
PANERA BREAD
PROJECT REVIEW
Existing Conditions
Property Location: 15200 Cedar Avenue
Legal Description: Lot 4, Block 1, Southport Centre
Comprehensive
Plan Designation
“C” (Commercial)
Zoning
Classification
“PD-244/zone 2” (Planned Development)
Existing Platting Platted
Current Land Use Baker’s Square Retaurant
Size: 1.28 acres
Topography: Flat
Existing
Vegetation
Plantings associated with commercial development
Other Significant
Natural Features
None
Adjacent
Properties/Land
Uses
NORTH Multi-tenant retail building
Comprehensive
Plan
“C” (Commercial)
Zoning/Land Use “PD-244/zone 2” (Planned Development)
SOUTH Walgreen’s Drug Store
Comprehensive
Plan
“C” (Commercial)
Zoning/Land Use “PD-244/zone 2” (Planned Development)
EAST Target
Comprehensive
Plan
“C” (Commercial)
Zoning/Land Use “PD-244/zone 1” (Planned Development)
WEST Cedar Avenue
Comprehensive
Plan
N/A
Zoning/Land Use N/A
CITY OF APPLE VALLEY
ORDINANCE NO. _____
AN ORDINANCE OF THE CITY OF APPLE VALLEY, MINNESOTA, AMENDING
ARTICLE 9, APPENDIX F OF CHAPTER 155 OF THE CITY CODE ENTITLED
PLANNED DEVELOPMENT DESIGNATION NO. 244 BY AMENDING SECTION
A9-3 CONDITIONAL USES
The City Council of Apple Valley ordains:
Section 1. Article 9, Appendix F of Chapter 155 of the Apple Valley City Code is hereby
amended by changing Section A9-3 (B) (8) to read as follows:
§ A9-3 CONDITIONAL USES
(B) Zone 2.
* * * *
(8) Drive-through window service in conjunction with a Class I restaurant, subject to
the following conditions:
(a) The Class I restaurant shall be a freestanding building.
(b) Only one Class I restaurant with drive-through window service shall be
allowed.
(c) All signage associated with the drive-through window service shall adhere
to Chapter 154 of the Apple Valley Code of Ordinances.
Section 2. Effective Date. This ordinance shall take effect upon its passage and publication.
PASSED this 24th day of January, 2019.
_______________________________
Mary Hamann-Roland, Mayor
ATTEST:
______________________________
Pamela J. Gackstetter, City Clerk
CITY OF APPLE VALLEY
RESOLUTION NO. 2019-___
A RESOLUTION APPROVING A CONDITIONAL USE PERMIT
FOR CLASS I RESTAURANT WITH DRIVE-THROUGH WINDOW SERVICE
AND ATTACHING CONDITIONS THERETO
WHEREAS, pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted,
as Title XV of the City Code of Ordinances, zoning regulations to control land uses throughout the
City; and
WHEREAS, said regulations provide that a Class I restaurant with drive-through window
service as regulated in Section A9-3of the city code may be allowed within the confines of zone of
Planned Development No. 244 district and in accordance with specific performance standards, as a
conditional use; and
WHEREAS, approval of a Conditional Use Permit for a Class I restaurant with drive-through
window service has been requested by Panera Bread, LLC and Brixmor Southport Centre, LLC;
and
WHEREAS, review of such Conditional Use Permit request to determine its conformance
with the applicable regulations and performance standards has occurred at a public hearing held on
December 5, 2018; and
WHEREAS, the Apple Valley Planning Commission recommended approval of such
Conditional Use Permit subject to certain conditions on January 9, 2019.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley,
Dakota County, Minnesota, that a Conditional Use Permit for a Class I restaurant with drive-
through window service within zone 2 of Planned Development No.244 be approved subject to
compliance with all applicable City codes and standards, and the following conditions:
1. The Conditional Use Permit shall apply to property legally described as Lot 4,
Block 1, Southport Centre.
2. Such operations shall be conducted in conformance with the site plan dated
December 18, 2018, on file at the City Offices.
3. All signage associated with the drive-through window service shall adhere to
Chapter 154 of the Apple Valley Code of Ordinances.
4. The Conditional Use Permit may be revoked for cause if the terms of (2) or (3)
preceding are not adhered to.
ADOPTED this 24th day of January, 2019.
c:\program files (x86)\neevia.com\docconverterpro\temp\nvdc\dd04f56a-a5d8-4130-af25-b87e1e2dea53\apple valley.8859.1.cup_resolution.doc 2
_________________________________
Mary Hamann-Roland, Mayor
ATTEST:
___________________________________
Pamela J. Gackstetter, City Clerk
CERTIFICATE
I, Pamela Gackstetter, Apple Valley City Clerk, hereby certify that the forgoing is a true
and correct copy of a resolution adopted by the City Council on September 14, 2006, the original
of which is in my possession, dated this _____day of ______________________, 200 .
____________________________________
Pamela J. Gackstetter, City Clerk
CITY OF APPLE VALLEY
RESOLUTION NO. 2019-___
A RESOLUTION AUTHORIZING ISSUANCE OF A BUILDING PERMIT
FOR PANERA BREAD RESTAURANT
AND ATTACHING CONDITIONS THERETO
WHEREAS, pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted,
as Title XV of the City Code of Ordinances, zoning regulations to control land uses throughout the
City; and
WHEREAS, said regulations provide that issuance of a building permit for commercial,
industrial, and multiple residential uses require the specific review and approval of development
plans by the Apple Valley Planning Commission and City Council; and
WHEREAS, approval of such a building permit issuance has been requested for the above
referenced project; and
WHEREAS, the Apple Valley Planning Commission has reviewed the development plans
and made a recommendation as to their approval at a public meeting held on December 5, 2018 and
January 9, 2019.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley,
Dakota County, Minnesota, that the issuance of a building permit for Panera Bread Restaurant is
hereby authorized, subject to all applicable City Codes and standards, and the following conditions:
1. If the Building Permit is not paid for and issued within one (1) year of the date of
approval, the approval shall lapse.
2. The Building Permit shall be applicable to property located at 15200 Cedar Avenue
and legally described as Lot 4, Block 1, Southport Centre.
3. Construction shall occur in conformance with the site plan dated December 18,
2018, including parking lot paving and a non-surmountable concrete curb and gutter
around the entire perimeter with a minimum driveway approach radius of 15' at each
public street, and a valley gutter at the edge of the street pavement.
4. The concrete swale along the north side of the property shall be removed and
replaced by means of widening the raingarden to a sodded swale with drain tile and
sand, known as a French drain, that drains to the bio-retention basin or some other
method approved by the City Engineer.
5. A bike rack shall be installed in front of the building.
2
6. Construction shall occur in conformance with the landscape plan dated December
18, 2018, (including sodded/seeded public boulevard area up to each street
curbline); subject to submission of a detailed landscape planting price list for
verification of the City’s 2½% landscaping requirement at the time of building
permit application.
7. Additional landscaping shall be installed along the north and the east property lines.
8. Construction shall occur in conformance with the elevation plan date stamped
December 19, 2018; subject to the condition that all building exterior finishes shall
be integrally colored.
9. All necessary mechanical protrusions visible to the exterior shall be screened or
handled in accordance with Section 155.346 (3) (a) (b) of the city code.
10. Site grading shall occur in conformance with a Natural Resources Management Plan
(NRMP), which shall include final grading plan to be submitted for review and
approval by the City Engineer.
11. The applicant shall submit a copy of the General Storm Water Permit approval from
the Minnesota Pollution Control Agency pursuant to Minnesota Rules 7100.1000 -
7100.1100 regarding the State NPDES Permit prior to commencement of grading
activity.
12. Installation of utilities shall occur in conformance with a final utility plan to be
submitted for review and approval by the City Engineer.
13. Any infiltration basin and/or underground storm water infiltration system shall be
constructed in conformance with the City standards.
14. The property owner shall execute a maintenance agreement or other suitable
agreement to be filed with the deed that ensures the perpetual maintenance of any
onsite infiltration area.
15. The property owner shall execute a maintenance agreement or other suitable
agreement to be filed with the deed that ensures the perpetual maintenance of any
underground storm water infiltration system.
16. Any site lighting shall consist of downcast, shoebox lighting fixtures or wallpacks
with deflector shields which confines the light to the property.
17. Approval of a signage plan is not included with this site plan and building permit
authorization. A separate application and signage plan in conformance with the sign
regulations must be submitted for review and approval to the City prior to the
erection of any signs.
3
18. Construction shall be limited to the hours of 6:00 a.m. to 10:00 p.m. Monday
through Friday. Weekend construction hours shall be limited to the hours of 7:00
a.m. to 3:30 p.m. Saturdays only.
19. Earthmoving activities shall be limited to the hours of 6:30 a.m. to 5:30 p.m. Monday
through Friday.
20. Earthmoving activities shall not occur when wind velocity exceeds thirty (30) miles
per hour. Watering to control dust shall occur as needed and whenever directed by
the Apple Valley Building Official or Zoning Administrator.
21. Issuance of a Building Permit and a final certificate of occupancy is contingent upon
the project being constructed in conformance with all the preceding conditions as
well as all applicable performance standards of the current zoning regulations. In
the event that a certificate of occupancy is requested prior to completion of all
required site improvements, a suitable financial guarantee in the amount of 125% of
the estimated cost of the unfinished improvements shall be required along with an
agreement authorizing the City or its agents to enter the premises and complete the
required improvements if they are not completed by a reasonably stipulated
deadline, with the cost of such City completion to be charged against the financial
guarantee.
22. The ongoing use and occupancy of the premises is predicated on the ongoing
maintenance of the structure and all required site improvements as listed in the
preceding. No alteration, removal, or change to the preceding building plans or
required site improvements shall occur without the express authorization of the City.
Site improvements, which have deteriorated due to age or wear, shall be repaired or
replaced in a timely fashion.
BE IT FURTHER RESOLVED that such issuance is subject to a finding of compliance of
the construction plans with the Minnesota State Building Code, as determined by the Apple Valley
Building Official, and with the Minnesota State Uniform Fire Code, as determined by the Apple
Valley Fire Marshal.
ADOPTED this 24th day of January, 2019.
__________________________________
Mary Hamann-Roland, Mayor
4
ATTEST:
___________________________________
Pamela J. Gackstetter, City Clerk
CITY OF
MEMO
Public Works
TO: Tom Lovelace, Planner
FROM: Brandon S. Anderson, PE, City Engineer
DATE: November 28, 2018
SUBJECT: Panera Bread Restaurant – (Baker’s Square Site).
General
1. Provide a narrative and site plan showing how the expansion will be constructed and any
impacts prior to building permit authorization. The narrative and plan shall include the
following:
a. Material storage and staging
i. All material storage to be onsite and indicated on plan.
b. Haul routes to and from the site.
c. Contractor and subcontractor parking locations
i. Onsite trade parking should be provided.
Permits
2. A Minnesota Pollution Control Agency (MPCA) National Pollutant Discharge
Elimination System (NPDES) permit is required for any project that disturbs more than
one acre. Provide a copy of the executed permit prior to construction.
3. A City of Apple Valley Natural Resource Management Permit (NRMP) will be required
prior to any land disturbing activity.
4. A Dakota County Right-of-Way permit will be required for work within the Cedar
Avenue right-of-way. Provide a copy of the executed permit prior to construction.
5. Provide a copy of the approval letter from the Department of Labor and Industry (DOLI)
prior to construction.
6. Provide a copy of any other required permits.
Site
7. An existing tree near the northwest corner of the site is indicated to remain, but will be in
conflict with the proposed sanitary sewer service. This tree should be shown as being
removed on the Demolition Plan and replaced with a tree of the same species on the
Landscape Plan.
8. The existing colored concrete sidewalk within the Cedar Avenue right-of-way will be in
conflict with the proposed sanitary sewer service. This concrete sidewalk should be shown
as being removed on the Demolition Plan and replaced with matching colored concrete on
the Site Plan.
9. Construction of the proposed 12” HPDE storm sewer will require additional concrete curb
and gutter and bituminous pavement removal beyond what is already shown.
10. A sidewalk connection to Cedar Avenue and raised concrete pedestrian crossing through
the drive-thru lane is to be constructed as part of this project. The grading will need to be
modified to accommodate this sidewalk connection. Coordinate the final location of the
sidewalk connection with the City of Apple Valley.
11. Indicate the required parking stalls on the Site Plan.
12. Indicate the detail number for van accessible spaces on the Site Plan.
13. Include detail 12F for parking lot sign base supports in the plan.
14. Provide the ALTA survey and photometric plan for review and approval by City Engineer.
15. Provide an additional drawing showing vehicle turning movements to ensure site
circulation requirements for emergency vehicles.
16. Provide an additional drawing showing vehicle turning movements to ensure site
circulation requirements for typical delivery vehicles.
17. Final site plan shall be reviewed with the construction plans and approved by City
Engineer.
Grading, Drainage and Erosion Control
18. Provide overall site composite Curve Number (CN) on the plans.
19. Show all emergency over flow (EOF) elevations. The finished floor/low opening elevation
must be 1’ minimum above the EOF elevation.
20. Show the anticipated 100-year high water level. The finished floor/low opening elevation
must be 3’ minimum above the 100-year high water level.
21. An additional outlet on the east basin is recommended. This area receives a large drainage
contribution and is unlikely to drain in larger storm events. The culvert behind the trash
enclosure lacks cover and is shown with plantings over the top. It is recommended that the
culvert be removed.
22. Proposed filtration basin shall be privately owned and maintained. A filtration basin
Construction and Maintenance Agreement will be required as part of Development
Agreement.
23. Filtration basin cannot encroach into existing drainage and utility easements.
24. Electrical Pad cannot be located in filtration basin. Elevations should be revised or pad
should be relocated out of proposed basin.
25. Utilities are not allowed within filtration/infiltration basins.
26. The wrong storm water reviewing agency is listed on the grading plan. Plans should be
submitted to the City of Apple Valley.
27. The plans submitted do not meet the minimum requirements required by the State of
Minnesota for the SWPPP. Further detail is required with regards to temporary and
permanent ESC BMP placement, installation, and design.
28. Please note, the State of Minnesota prohibits contact of concrete wash water and other
slurries with the soil in most cases, and not just storm water.
29. Plans do not show sufficient projection of storm water infiltration BMPs during
construction. Perimeter controls are needed around infiltration BMPs. Protections from
compaction and clogging are required.
30. Riprap is not recommended as a standalone storm water BMP pretreatment device and
inlet for storm water BMPs other than as a velocity/erosion control on storm water
ponds. Frequent maintenance activities, such as removal of sediment from the
pretreatment device, is extremely difficult with riprap. It requires complete removal and
replacement of the riprap. Other options for BMP pretreatment can be found on the
Minnesota Storm water Manual website. Consider installing an outlet structure such as
Rain Guardian at filtration basin outlets.
31. Slope on gutter to concrete flume does not match the standards of the Low Impact
Development Standards for Dakota County, Minnesota as developed by the Dakota
County SWCD; minimum 12% slope required. Water is likely to bypass the inlet as
currently designed. http://www.dakotaswcd.org/technical_reports.html
32. The riprap pad detail lacks a plunge pool as required. Riprap needs to be placed such that
the uppermost portions are below the flared end invert to reduce rock washout/movement
and to reduce the likelihood of water bypassing the riprap to erode and flow around the
outside edges of the riprap causing erosion. See Apple Valley Detail Plate STO-10 for
reference.
33. The filter media depth is insufficient. The Minnesota storm water manual recommends a
filter media depth of 2.5’ and that the filter media depth be increased to 3’ if trying to
capture dissolved phosphorus.
34. The project is located in the High Vulnerability DWSMA. Per the requirements of the
MN Construction NPDES Permit and Apple Valley SWMP, infiltration is permitted as
long as a higher level of engineering review determines that it is safe and they meet the
standards of the state construction permit. In particular, section 16.16 of the NPDES
permit prohibits infiltration in soils with an infiltration rate measured above 8.3” per
hour.
35. The project is in an area that is tributary to East Lake, which is impaired due to excess
phosphorus. Per Minnesota Storm water Manual guidance, filtration BMPs with an
underdrain must either use bio retention soil with phosphorus content between 12 and 36
mg/kg (ppm) or use bio retention soil with a soil amendment that facilitates adsorption of
phosphorus to receive phosphorus reduction credit. Soil mix B is unlikely to meet either
of those standards. The soil mix needs to be amended for phosphorus reduction. Options
are to use peat in place of leaf litter compost or to amend the mix with iron filings from
an approved source. The Minnesota Storm water Manual provides additional guidance
on options for amending the soil mix.
36. Recommend adding an additional note to the herbicide notes indicating that all herbicides
used in the bio retention basin must be labeled as safe for use near water.
37. The native seed establishment plan lacks sufficient detail, please provide seeding rates.
Times of year when seeding is optimal and weed management tactics need to be specified
to be consistent with MN DOT or MnBWSR guidelines. A combination of tall height
(12”-18”) mowing and spot spraying is required. Plan details on keeping heavy
equipment out of the basins is required. Watering may also be required in some
instances.
38. Hydraulic mulch and tackifiers are not appropriate for use in areas that will receive
concentrated flow such as the bio retention basin; disk anchored mulch is not appropriate
due the use of heavy equipment during installation. Recommend use of a blanket product
instead.
39. Storm water flow to the bio retention basins must be cut off until permanent vegetation is
sufficiently established to prevent washout of seed and coverage of the basin bottom. It
may take over a year for native vegetation to establish. Plans need to indicate how this
will be accomplished and how storm water will safely be routed around the site in the
interim. The contractor may need to provide watering while storm water flows are cut
off. Establishment time may be accelerated if switching to a plug planting instead of a
seeding.
40. There is an existing catch basin in the eastern parking lot. Will a portion of the storm
water generated on site bypass treatment by flowing to this catch basin?
41. The bio retention basin along the northern border of the property is very narrow with a
relatively flat slope: less than 2’ wide. The slope seems insufficient to adequately
conduct flows for a ditch and there is no underdrain in this area. This may not be an
appropriate area or size for siting of a bio retention basin.
a. Due to the high volume of people that can potentially view these planted areas
along the Cedar Ave corridor, it may be advisable to transition from a seeding to a
planting plan for faster establishment. A planting will give more control over the
overall all look of the basin. Additionally, the narrowness of the ditch/basin along
the northern border may look odd in the middle of a sodded area – as proposed 2”
to 4” grass, with a 1’-2’ wide strip of native vegetation plants that potentially
reach 7’ tall. Switching to a planting could alleviate and control for some of the
height concerns in this area, the narrowness will likely be confused as an area to
mow regularly.
42. Generally Seed mix 33-261 is recommended for infiltration basin bottoms and 35-241 for
infiltration side slopes. 35-241 may be less successful establishing in areas that don’t
drain quickly (> 12 hours to drain). The contractor will be responsible for ensuring all
portions of the basin are permanently established with weed free perennial vegetation.
43. Final grading, drainage, and erosion control plan shall be reviewed with the construction
plans and approved by City Engineer.
Sanitary Sewer
44. The existing sanitary sewer service should be identified on the plans and shown as either
removed or abandoned in place. The existing wye shall be capped as part of the
removal/abandonment.
45. Indicate the existing sanitary sewer pipe size and material at the connection point.
46. Indicate the proposed sanitary sewer pipe invert elevation at the connection point.
47. Sanitary sewer cleanout should not be located within filtration basin.
48. Review the minimum cover required or include insulation above the service line where
crossing the proposed filtration basin. Consider modifying the grading to avoid removing
cover over the sanitary service or insulating the sanitary service.
49. Confirm that the proposed sanitary sewer pipe grade meets the requirements specified in
the Minnesota Plumbing Code.
50. Final sanitary sewer design shall be reviewed with the construction plans and approved by
City Engineer.
Water main
51. Evaluate the amount of cover being removed from the existing water service pipe on the
east side of the site due to the construction of the filtration basin. Apple Valley standard is
8’ minimum cover for all public water main. Consider modifying the grading to avoid
removing cover over the water service or insulating the water service.
52. Confirm that all pipe crossings have been evaluated and will provide the required minimum
vertical separation as specified by the Minnesota Department of Health and Department of
Labor and Industry.
53. Provide a drawing showing hydrant coverage for the site. Commercial zones require 450’
radius for coverage.
54. Domestic water and fire service shall be split outside the existing building and the valves
shall be located 1.5 times the height of the building away from the building or placed in
location readily accessible per City of Apple Valley standard detail plate SER-6.
55. Final water main design shall be reviewed with the construction plans and approved by
City Engineer.
Storm Sewer
56. The drain pipes on the north side of the building that are designated as being connected to
the down spouts stop at the curb. Are these intended to outlet into the drive-thru lane or are
they to be extended into the filtration basin? Direct discharge to the drive-thru lane will not
be allowed.
57. Confirm that the existing catch basin near the south side of the site is adequately sized to
allow for an additional 12” HDPE pipe connection at the proposed angle.
58. Include detail 28A for storm drain pipe bedding in the plan.
59. Include detail 73A for drainage structure modification in the plan.
60. The existing storm sewer that is shown as being connected to is privately owned. An
agreement between the property owners will need to be provided prior to the storm sewer
connection.
61. Provide storm water calculations and storm water management plan for review and
approval by the City Engineer.
62. Final storm sewer design shall be reviewed with the construction plans and approved by
City Engineer.
Landscape and Natural Resources
63. Existing trees planted along Cedar Avenue and those to the north shall remain and be
protected throughout construction.
64. The proposed demolition plan shows 8 trees being removed, while saving 2 ash trees in
the southeastern island. If these trees have not been preventatively treated with an
insecticide it would be best to remove and replace these two trees as well. Emerald Ash
Borer was confirmed directly across from this site in winter 2018, so it is highly likely
these will also be infested.
65. Tree planting is prohibited in public drainage and utility easements. Drainage and utility
easements should be clearly identified on landscape plan.
66. Incorporation of additional native plants into the planting plan in place of cultivars and
native cultivars will have additional water quality and pollinator habitat benefits.
Solutions for Land and Life
CALIFORNIA TEXAS ARKANSAS MINNESOTA PENNSYLVANIA
December 17, 2018
City of Apple Valley
Public Works Department
Brandon S. Anderson
7100 147th Street West
Apple Valley, MN 55124
Project #: PC18-33-ZCB
Request: Large Scale Development
Project Name: Panera Bread Restaurant – Baker’s Square Site
GENERAL
11/28/2018
1. Provide a narrative and site plan showing how the expansion will be constructed and any
impacts prior to building permit authorization. The narrative and plan shall include the
following:
a. Material storage and staging
i. All material storage to be onsite and indicated on plan.
b. Haul routes to and from the site.
c. Contractor and subcontractor parking locations
i. Onsite trade parking should be provided.
· To be provided once bid is awarded and contractor selected.
PERMITS 1st SUBMITTAL COMMENTS:
11/28/2018
1. A Minnesota Pollution Control Agency (MPCA) National Pollutant Discharge
Elimination System (NPDES) permit is required for any project that disturbs more
than one acre. Provide a copy of the executed permit prior to construction.
· An NPDES permit is not required since the project will only disturb 0.76
acres.
1. A City of Apple Valley Natural Resource Management Permit (NRMP) will be
required prior to any land disturbing activity.
· A NRMP permit will be obtained by the contractor prior to any ground
disturbing activities occur at the site.
2. A Dakota County Right-Of-Way permit will be required for work within the Cedar
Avenue right-of-way. Provide a copy of the executed permit prior to construction.
· Understood.
3. Provide a copy of the approval letter from the Department of Labor and Industry
(DOLI) prior to construction.
· Understood.
CEI Engineering Associates, Inc.
ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS PLANNERS
3108 SW Regency Parkway, Suite 2
Bentonville, AR 72712
(479) 273-9472 Fax (479) 273-0844
www.ceieng.com
2
CEI Engineering Associates, Inc.
4. Provide a copy of any other required permits.
· Noted.
SITE 1st SUBMITTAL COMMENTS:
11/28/2018
1. An existing tree near the northwest corner of the site is indicated to remain, but
will be in conflict with the proposed sanitary sewer service. This tree should be
shown as being removed on the Demolition Plan and replaced with a tree of the
same species on the Landscape Plan.
· The sanitary sewer service has been re-routed and no longer conflicts with
the tree location.
2. The existing colored concrete sidewalk with the Cedar Avenue right-of-way will
be in conflict with the proposed sanitary sewer service. This concrete sidewalk
should be shown as being removed on the Demolition Plan and replaced with
matching colored concrete on the Site Plan.
· Where the proposed sanitary sewer lateral connects to the existing
sanitary sewer main, a sawcut area has been delineated and a note
added with color pigmented concrete to match existing.
3. Construction of the proposed 12” HPDE storm sewer will require additional
concrete curb and gutter and bituminous pavement removal beyond what is
already shown.
· The sawcut area has been expanded to show this area to be removed.
4. A sidewalk connection to Cedar Avenue and raised concrete pedestrian crossing
through the drive-thru lane is to be constructed as part of this project. The
grading will need to be modified to accommodate this sidewalk connection.
Coordinate the final location of the sidewalk connection with the City of Apple
Valley.
· The pedestrian connection has been shown across the front drive to allow
for a safer transition to the sidewalk along Cedar Avenue as well as a
connection to the accessible stalls South across the main drive.
5. Indicate the required parking stalls on the Site Plan.
· The number of required stalls is noted on the plans.
6. Indicate the detail number for van accessible spaces on the Site Plan.
· The detail for 90 degree parking as well as van and regular accessible
stalls has been provided.
7. Include detail 12F for parking lot sign base supports in the plan.
· Detail is provided.
8. Provide the ALTA survey and photometric plan for review and approval by City
Engineer.
· ALTA is provided.
9. Provide an additional drawing showing vehicle turning movements to ensure site
circulation requirements for emergency vehicles.
· Drawings showing delivery and emergency vehicle maneuvering are
included.
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10. Provide an additional drawing showing vehicle turning movements to ensure site
circulation requirements for delivery vehicles.
· The Circulation plan for delivery vehicles has been provided.
11. Final site plan shall be reviewed with the construction plans and approved by City
Engineer.
· Understood.
GRADING, DRAINAGE AND EROSION CONTROL 1st SUBMITTAL COMMENTS:
11/28/2018
1. Provide overall site composite Curve Number (CN) on the plans.
· The pre- and post-developed CN values have been added to the plans.
2. Show all emergency over flow (EOF) elevations. The finished floor/low opening
elevation must be 1’ minimum above the EOF elevation.
· The maximum EOF elevation is 949.25, which is 1.65’ lower than the FFE
of the restaurant.
3. Show the anticipated 100-year high water level. The finished floor/low opening
elevation must be 3’ minimum above the 100-year high water level.
· Per telephone conversation with the City Engineer, this comment does not
apply.
4. An additional outlet on the east basin is recommended. This area receives a large
drainage contribution and is unlikely to drain in larger storm events. The culvert
behind the trash enclosure lacks cover and is shown with plantings over the top. It
is recommended that the culvert be removed.
· The eastern portion of the bioretention pond has been removed. The
eastern portion of the site is now captured in an underground infiltration
pond.
5. Proposed filtration basin shall be privately owned and maintained. A filtration basin
Construction and Maintenance Agreement will be required as part of Development
Agreement.
· Noted.
6. Filtration basin cannot encroach into existing drainage and utility easements.
· The bioretention pond does not encroach into any easements.
7. Electrical Pad cannot be located in filtration basin. Elevations should be revised or
pad should be relocated out of proposed basin.
· The grading in the area of the electric transformer has been revised to keep
it out of any stormwater facilities.
8. Utilities are not allowed within filtration/infiltration basins.
· All utilities have been re-routed to keep them out of the bioretention pond.
9. The wrong storm water reviewing agency is listed on the grading plan. Plans
should be submitted to the City of Apple Valley.
· This has been revised.
10. The plans submitted do not meet the minimum requirements required by the
State of Minnesota for the SWPPP. Further detail is required with regards to
temporary and permanent ESC BMP placement, installation, and design.
· The Erosion Control Plan has been revised to meet MN standards.
11. Please note, the State of Minnesota prohibits contact of concrete wash water and
other slurries with the soil in most cases, and not just storm water.
· The concrete washout details have been removed and the note callout
has been revised to provide a concrete washout that meets MN standards.
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12. Plans do not show sufficient projection of storm water infiltration BMPs during
construction. Perimeter controls are needed around infiltration BMPs.
Protections from compaction and clogging are required.
· Notes have been added to the plans to protect the bioretention pond
during construction.
13. Riprap is not recommended as a standalone storm water BMP pretreatment
device and inlet for storm water BMPs other than as a velocity/erosion control on
storm water ponds. Frequent maintenance activities, such as removal of
sediment from the pretreatment device, is extremely difficult with riprap. It
requires complete removal and replacement of the riprap. Other options for BMP
pretreatment can be found on the Minnesota Storm water Manual website.
Consider installing an outlet structure such as Rain Guardian at filtration basin
outlets.
· Riprap was not intended to be the stormwater pretreatment BMPs, it is
there to prevent erosion and scour. The eastern portion of the site is
treated by an underground infiltration pond, the western portion of the site is
treated via Rain Guardians and then the bioretention pond, and the
southern portion of the site will be treated by a FlexStorm inlet filter.
14. Slope on gutter to concrete flume does not match the standards of the Low
Impact Development Standards for Dakota County, Minnesota as developed by
the Dakota County SWCD; minimum 12% slope required. Water is likely to
bypass the inlet as currently designed.
http://www.dakotaswcd.org/technical_reports.html
· All curb cuts have been revised accordingly.
15. The riprap pad detail lacks a plunge pool as required. Riprap needs to be placed
such that the uppermost portions are below the flared end invert to reduce rock
washout/movement and to reduce the likelihood of water bypassing the riprap to
erode and flow around the outside edges of the riprap causing erosion. See
Apple Valley Detail Plate STO-10 for reference.
· The riprap pad detail mentioned above has been added to the plans.
16. The filter media depth is insufficient. The Minnesota storm water manual
recommends a filter media depth of 2.5’ and that the filter media depth be
increased to 3’ if trying to capture dissolved phosphorus.
· The filter media depth has been revised.
17. The project is located in the High Vulnerability DWSMA. Per the requirements of
the MN Construction NPDES Permit and Apple Valley SWMP, infiltration is
permitted as long as a higher level of engineering review determines that it is
safe and they meet the standards of the state construction permit. In particular,
section 16.16 of the NPDES permit prohibits infiltration in soils with an infiltration
rate measured above 8.3” per hour.
· A note has been added to the plan that states the contractor must test and
provided documentation of results to ensure the bioretention pond
infiltration rates meet the standards.
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18. The project is in an area that is tributary to East Lake, which is impaired due to
excess phosphorus. Per Minnesota Storm water Manual guidance, filtration
BMPs with an underdrain must either use bio retention soil with phosphorus
content between 12 and 36 mg/kg (ppm) or use bio retention soil with a soil
amendment that facilitates adsorption of phosphorus to receive phosphorus
reduction credit. Soil mix B is unlikely to meet either of those standards. The soil
mix needs to be amended for phosphorus reduction. Options are to use peat in
place of leaf litter compost or to amend the mix with iron filings from an approved
source. The Minnesota Storm water Manual provides additional guidance on
options for amending the soil mix.
· An amended Soil Mix B is being proposed in the bioretention pond.
19. Recommend adding an additional note to the herbicide notes indicating that all
herbicides used in the bio retention basin must be labeled as safe for use near
water.
· The additional herbicide note has been added to the plans.
20. The native seed establishment plan lacks sufficient detail, please provide
seeding rates. Times of year when seeding is optimal and weed management
tactics need to be specified to be consistent with MN DOT or MnBWSR
guidelines. A combination of tall height (12”-18”) mowing and spot spraying is
required. Plan details on keeping heavy equipment out of the basins is required.
Watering may also be required in some instances.
· Seeding is not being proposed.
21. Hydraulic mulch and tackifiers are not appropriate for use in areas that will
receive concentrated flow such as the bio retention basin; disk anchored mulch is
not appropriate due the use of heavy equipment during installation. Recommend
use of a blanket product instead.
· Seeding is not being proposed.
22. Storm water flow to the bio retention basins must be cut off until permanent
vegetation is sufficiently established to prevent washout of seed and coverage of
the basin bottom. It may take over a year for native vegetation to establish.
Plans need to indicate how this will be accomplished and how storm water will
safely be routed around the site in the interim. The contractor may need to
provide watering while storm water flows are cut off. Establishment time may be
accelerated if switching to a plug planting instead of a seeding.
· Plantings are being proposed within the bioretention pond to reach final
stabilization immediately.
23. There is an existing catch basin in the eastern parking lot. Will a portion of the
storm water generated on site bypass treatment by flowing to this catch basin?
· This catch basin mentioned above is to be converted to a Junction Box
that will not capture runoff.
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CEI Engineering Associates, Inc.
24. The bio retention basin along the northern border of the property is very narrow
with a relatively flat slope: less than 2’ wide. The slope seems insufficient to
adequately conduct flows for a ditch and there is no underdrain in this area. This
may not be an appropriate area or size for siting of a bio retention basin.
· Due to the high volume of people that can potentially view these planted
areas along the Cedar Ave corridor, it may be advisable to transition from
a seeding to a planting plan for faster establishment. A planting will give
more control over the overall all look of the basin. Additionally, the
narrowness of the ditch/basin along the northern border may look odd in
the middle of a sodded area – as proposed 2” to 4” grass, with a 1’-2’ wide
strip of native vegetation plants that potentially reach 7’ tall. Switching to a
planting could alleviate and control for some of the height concerns in this
area, the narrowness will likely be confused as an area to mow regularly.
i. The area has now been regraded to be a drainage channel that will
convey this area to the bioretention pond to the west. This area will
be sodded per the Landscape Plan.
25. Generally Seed mix 33-261 is recommended for infiltration basin bottoms and 35-
241 for infiltration side slopes. 35-241 may be less successful establishing in
areas that don’t drain quickly (> 12 hours to drain). The contractor will be
responsible for ensuring all portions of the basin are permanently established
with weed free perennial vegetation.
· Seeding is not being performed within the bioretention pond, plantings will
be provided to achieve final stabilization in that area.
26. Final grading, drainage, and erosion control plan shall be reviewed with the
construction plans and approved by City Engineer.
· Noted.
SANITARY SEWER 1st SUBMITTAL COMMENTS:
11/28/2018
1. The existing sanitary sewer service should be identified on the plans and shown as
either removed or abandoned in place. The existing wye shall be capped as part of
the removal/abandonment.
· We are awaiting more information on the location of this utility.
2. Indicate the existing sanitary sewer pipe size and material at the connection point.
· We are awaiting more information on the size and material of this utility.
3. Indicate the proposed sanitary sewer pipe invert elevation at the connection point.
· The elevation has been noted.
4. Sanitary sewer cleanout should not be located within filtration basin.
· Sanitary location has been revised and no sanitary cleanouts are within the
filtration basin.
5. Review the minimum cover required or include insulation above the service line
where crossing the proposed filtration basin. Consider modifying the grading to
avoid removing cover over the sanitary service or insulating the sanitary service.
· Utilities have been moved out of graded areas.
6. Confirm that the proposed sanitary sewer pipe grade meets the requirements
specified in the Minnesota Plumbing Code.
· Sewer line meets minimum grade of 1.25%
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7. Final sanitary sewer design shall be reviewed with the construction plans and
approved by City Engineer.
· Understood.
WATER MAIN 1st SUBMITTAL COMMENTS:
11/28/2018
1. Evaluate the amount of cover being removed from the existing water service pipe
on the east side of the site due to the construction of the filtration basin. Apple
Valley standard is 8’ minimum cover for all public water main. Consider modifying
the grading to avoid removing cover over the water service or insulating the water
service.
· Grading in this area has been removed.
2. Confirm that all pipe crossings have been evaluated and will provide the required
minimum vertical separation as specified by the Minnesota Department of Health
and Department of Labor and Industry.
· There are no water lines that cross sanitary lines.
3. Provide a drawing showing hydrant coverage for the site. Commercial zones
require 450’ radius for coverage.
· Dimension shown from existing fire hydrant at the dive entry to the farthest
corner of the site (244.54’).
4. Domestic water and fire service shall be split outside the existing building and the
valves shall be located 1.5 times the height of the building away from the building
or placed in location readily accessible per City of Apple Valley standard detail
plate SER-6.
· Valves are placed 30’ from bldg.
5. Final water main design shall be reviewed with the construction plans and
approved by City Engineer.
· Understood.
STORM SEWER 1st SUBMITTAL COMMENTS:
11/28/2018
1. The drain pipes on the north side of the building that are designated as being
connected to the down spouts stop at the curb. Are these intended to outlet into
the drive-thru lane or are they to be extended into the filtration basin? Direct
discharge to the drive-thru lane will not be allowed.
· Roof drains empty into the drainage swale to the North and then are
conveyed to the underground infiltration facility.
2. Confirm that the existing catch basin near the south side of the site is adequately
sized to allow for an additional 12” HDPE pipe connection at the proposed angle.
· A junction box has been provided to remediate this condition.
3. Include detail 28A for storm drain pipe bedding in the plan.
· Detail is included.
4. Include detail 73A for drainage structure modification in the plan.
· Detail is included.
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CEI Engineering Associates, Inc.
5. The existing storm sewer that is shown as being connected to is privately owned.
An agreement between the property owners will need to be provided prior to the
storm sewer connection.
· Understood.
6. Provide storm water calculations and storm water management plan for review
and approval by the City Engineer.
· A drainage report and the MIDS model is attached for your review. The
plans have been revised to add BMPs to the plan to address the code
requirements. These are indicated o the Grading Plan.
7. Final storm sewer design shall be reviewed with the construction plans and
approved by City Engineer.
· Understood.
LANDSCAPE AND NATURAL RESOURCES 1st SUBMITTAL COMMENTS:
11/28/2018
1. Existing trees planted along Cedar Avenue and those to the north shall remain
and be protected throughout construction.
· Tree protection details have been shown on the plans.
2. The proposed demolition plan shows 8 trees being removed, while saving 2 ash
trees in the southeastern island. If these trees have not been preventatively
treated with an insecticide it would be best to remove and replace these two
trees as well. Emerald Ash Borer was confirmed directly across from this site in
winter 2018, so it is highly likely these will also be infested.
· We have revised the plan to show these being removed and replaced.
3. Tree planting is prohibited in public drainage and utility easements. Drainage and
utility easements should be clearly identified on landscape plan.
· Understood.
4. Incorporation of additional native plants into the planting plan in place of cultivars
and native cultivars will have additional water quality and pollinator habitat
benefits.
· Understood.
Please contact us for any additional information.
Respectfully submitted,
CEI Engineering Associates, Inc.
Brent Massey
Principal/VP of Operations
CITY OF
MEMO
Public Works
TO: Tom Lovelace, Planner
FROM: Brandon S. Anderson, PE, City Engineer
DATE: January 4, 2019
SUBJECT: Panera Bread Restaurant – (Baker’s Square Site).
General
1. Provide a narrative and site plan showing how the expansion will be constructed and any
impacts prior to building permit authorization. The narrative and plan shall include the
following:
a. Material storage and staging
i. All material storage to be onsite and indicated on plan.
b. Haul routes to and from the site.
c. Contractor and subcontractor parking locations
i. Onsite trade parking should be provided.
Permits
2. A Minnesota Pollution Control Agency (MPCA) National Pollutant Discharge
Elimination System (NPDES) permit is required for any project that disturbs more than
one acre. Provide a copy of the executed permit prior to construction.
3. A City of Apple Valley Natural Resource Management Permit (NRMP) will be required
prior to any land disturbing activity.
4. A Dakota County Right-of-Way permit will be required for work within the Cedar
Avenue right-of-way. Provide a copy of the executed permit prior to construction.
5. Provide a copy of the approval letter from the Department of Labor and Industry (DOLI)
prior to construction.
6. Provide a copy of any other required permits.
Site
7. Final site plan shall be reviewed with the construction plans and approved by City
Engineer.
Grading, Drainage and Erosion Control
8. Show the anticipated 100-year high water level. The finished floor/low opening elevation
must be 3’ minimum above the 100-year high water level.
9. Proposed filtration basin shall be privately owned and maintained. A filtration basin
Construction and Maintenance Agreement will be required as part of Development
Agreement.
10. Filtration basin cannot encroach into existing drainage and utility easements.
11. The plans submitted do not meet the minimum requirements required by the State of
Minnesota for the SWPPP. Further detail is required with regards to temporary and
permanent ESC BMP placement, installation, and design.
12. Please note, the State of Minnesota prohibits contact of concrete wash water and other
slurries with the soil in most cases, and not just storm water.
13. Plans do not show sufficient projection of storm water infiltration BMPs during
construction. Perimeter controls are needed around infiltration BMPs. Protections from
compaction and clogging are required.
14. Recommend adding an additional note to the herbicide notes indicating that all herbicides
used in the bio retention basin must be labeled as safe for use near water.
15. The native seed establishment plan lacks sufficient detail, please provide seeding rates.
Times of year when seeding is optimal and weed management tactics need to be specified
to be consistent with MN DOT or MnBWSR guidelines. A combination of tall height
(12”-18”) mowing and spot spraying is required. Plan details on keeping heavy
equipment out of the basins is required. Watering may also be required in some
instances.
16. Hydraulic mulch and tackifiers are not appropriate for use in areas that will receive
concentrated flow such as the bio retention basin; disk anchored mulch is not appropriate
due the use of heavy equipment during installation. Recommend use of a blanket product
instead.
17. Storm water flow to the bio retention basins must be cut off until permanent vegetation is
sufficiently established to prevent washout of seed and coverage of the basin bottom. It
may take over a year for native vegetation to establish. Plans need to indicate how this
will be accomplished and how storm water will safely be routed around the site in the
interim. The contractor may need to provide watering while storm water flows are cut
off. Establishment time may be accelerated if switching to a plug planting instead of a
seeding.
a. Due to the high volume of people that can potentially view these planted areas
along the Cedar Ave corridor, it may be advisable to transition from a seeding to a
planting plan for faster establishment. A planting will give more control over the
overall all look of the basin. Additionally, the narrowness of the ditch/basin along
the northern border may look odd in the middle of a sodded area – as proposed 2”
to 4” grass, with a 1’-2’ wide strip of native vegetation plants that potentially
reach 7’ tall. Switching to a planting could alleviate and control for some of the
height concerns in this area, the narrowness will likely be confused as an area to
mow regularly.
18. Generally Seed mix 33-261 is recommended for infiltration basin bottoms and 35-241 for
infiltration side slopes. 35-241 may be less successful establishing in areas that don’t
drain quickly (> 12 hours to drain). The contractor will be responsible for ensuring all
portions of the basin are permanently established with weed free perennial vegetation.
19. Final grading, drainage, and erosion control plan shall be reviewed with the construction
plans and approved by City Engineer.
Sanitary Sewer
20. The existing sanitary sewer service should be identified on the plans and shown as either
removed or abandoned in place. The existing wye shall be capped as part of the
removal/abandonment.
21. Indicate the existing sanitary sewer pipe size and material at the connection point.
22. Confirm that the proposed sanitary sewer pipe grade meets the requirements specified in
the Minnesota Plumbing Code.
23. Final sanitary sewer design shall be reviewed with the construction plans and approved by
City Engineer.
Water main
24. Apple Valley standard is 8’ minimum cover for all public water main, please revise
General Utility Notes.
25. Include detail 22C.
26. Domestic water and fire service shall be split outside the existing building and the valves
shall be located 1.5 times the height of the building away from the building or placed in
location readily accessible per City of Apple Valley standard detail plate SER-6.
27. Final water main design shall be reviewed with the construction plans and approved by
City Engineer.
Storm Sewer
28. Confirm that the existing catch basin near the south side of the site is adequately sized to
allow for an additional 12” HDPE pipe connection at the proposed angle.
29. Include detail 73A for drainage structure modification in the plan.
30. The existing storm sewer that is shown as being connected to is privately owned. An
agreement between the property owners will need to be provided prior to the storm sewer
connection.
31. Provide storm water calculations and storm water management plan for review and
approval by the City Engineer.
32. Final storm sewer design shall be reviewed with the construction plans and approved by
City Engineer.
Landscape and Natural Resources
33. Existing trees planted along Cedar Avenue and those to the north shall remain and be
protected throughout construction.
34. Tree planting is prohibited in public drainage and utility easements. Drainage and utility
easements should be clearly identified on landscape plan.
35. Incorporation of additional native plants into the planting plan in place of cultivars and
native cultivars will have additional water quality and pollinator habitat benefits.
36. The skinny bioretention basin along the northern portion of the property has been
replaced with a concrete swale and curb cut inlet with riprap. While this will likely
function, it will also likely be quite unsightly. The riprap still presents a maintenance
issue in that it is often installed incorrectly such that flow into the curb cut is blocked or
causes erosion problems by flowing to the outside of the riprap. Additionally, it is more
difficult to clean in that all the riprap must be removed and replaced.
a. The design might be better served with a wider raingarden to a sodded swale with
drain tile and sand (French drain with sod on top) that drains to the bio retention
basin.
37. The Minnesota Storm water Manual recommends “underdrains with Schedule 40 or SDR
35 smooth wall PVC pipe” for construction of underdrains; that may not be consistent
with use of a corrugated underdrain.
38. The use of shrubs in the bio retention basin is a good option for future ease of
maintenance and reduces time till when the BMP can go online.
39. Some of the language on the ESC and NPDES details do not match site characteristics or
City of Apple Valley. The applicant will be responsible for meeting state and local
requirements and preventing erosion and sediment migration.
40. Only two trees are proposed on site, both maples. Recommend diversifying and adding
additional trees on northern property edge or in islands to meet landscaping requirements.
JANUARY 4, 2019 E-MAIL FROM PANERA, LLC
Mr. Lovelace,
I am copying the property ownership team from Brixmor on this response to the message
below. Panera does not own the property, nor do we have any control over the existing lease for
Baker’s Square or any potential negotiations regarding their lease status. I think it is unfortunate
that a resident and customer feels Panera is acting in a hostile or deceptive manner. We are
going through the very public process of presenting the subject project for review by the
governing bodies of the city, and have done nothing to hide our intent to develop a new
freestanding building in order to relocate from our current position.
As of December 28, 2018 Panera has entered in to a lease with Brixmor for the property, and is
working in good faith with the city and the ownership team to secure the necessary approvals to
develop the site in to a new Panera location.
I believe Marc Newman, Brixmor’s Vice President of Redevelopment, spoke with you a few
weeks back to discuss potential concerns regarding Baker’s Square. If necessary, Marc will be
available next week to connect with you again in order to get this cleared up further.
Thank you for bringing this resident’s concerns to our attention, and please let me know if you
need anything more.
Thank you,
Brian Barnard
Sr. Development Project Manager
EngineeringAssociates, Inc.SITE DEVELOPMENT PLANS3108 S.W. REGENCY PARKWAY, SUITE 2Bentonville, AR 72712(479)273-9472FAX (479)273-084430709-CS30709PANERA BREAD15200 CEDAR AVE. SC0REV-1Arkansas * California * Minnesota * Pennsylvania * TexasAPPLE VALLEY, MNGENERAL NOTES:PLAN INDEX:APPROVED DATEA.TOPOGRAPHIC BOUNDARY SURVEY, INCLUDING PROPERTY LINES, LEGAL DESCRIPTION,EXISTING UTILITIES, SITE TOPOGRAPHY WITH SPOT ELEVATIONS, OUTSTANDING PHYSICALFEATURES AND EXISTING STRUCTURE LOCATIONS WAS PROVIDED BY THE FOLLOWINGCOMPANY, AS A CONTRACTOR TO THE SELLER/OWNER:TOPOGRAPHY: CORNERSTONE LAND SURVEYING, INC.6750 STILLWATER BLVD. N., SUITE 1STILLWATER, MN 55082651-275-8969CEI ENGINEERING AND ITS ASSOCIATES WILL NOT BE HELD RESPONSIBLE FOR THE ACCURACYOF THE SURVEY OR FOR DESIGN ERRORS OR OMISSIONS RESULTING FROM SURVEYINACCURACIES.B.ALL PHASES OF SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE OWNER /DEVELOPER SITE WORK SPECIFICATIONS.C.CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF EXISTING STRUCTURES, RELATEDUTILITIES, PAVING, UNDERGROUND STORAGE TANKS AND ANY OTHER EXISTINGIMPROVEMENTS AS NOTED. SEE SITE WORK SPECIFICATIONS.D.CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND OTHER MATERIALSRESULTING FROM PREVIOUS AND CURRENT DEMOLITION OPERATIONS. DISPOSAL WILL BE INACCORDANCE WITH ALL LOCAL, STATE AND/OR FEDERAL REGULATIONS GOVERNING SUCHOPERATIONS.E.THE GENERAL CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR AND SHALL TAKE ALLPRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURINGTHE CONSTRUCTION PHASES OF THIS PROJECT.F.WARRANTY/DISCLAIMER: THE DESIGNS REPRESENTED IN THESE PLANS ARE IN ACCORDANCEWITH ESTABLISHED PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN FUNCTIONS AND USESINTENDED BY THE OWNER AT THIS TIME. HOWEVER, NEITHER THE ENGINEER NOR ITSPERSONNEL CAN OR DO WARRANT THESE DESIGNS OR PLANS AS CONSTRUCTED EXCEPT INTHE SPECIFIC CASES WHERE THE ENGINEER INSPECTS AND CONTROLS THE PHYSICALCONSTRUCTION ON A CONTEMPORANEOUS BASIS AT THE SITE.G.SAFETY NOTICE TO CONTRACTOR: IN ACCORDANCE WITH GENERALLY ACCEPTEDCONSTRUCTION PRACTICES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELYRESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS ANDPROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLYCONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. ANY CONSTRUCTIONOBSERVATION BY THE ENGINEER OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TOINCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, ON ORNEAR THE CONSTRUCTION SITE.H.ALL CONSTRUCTION IN STATE HIGHWAY DEPARTMENT RIGHT-OF-WAY SHALL BECOORDINATED WITH THE HIGHWAY DEPARTMENT RESIDENT ENGINEER.I.WETLANDS NOTE: ANY DEVELOPMENT, EXCAVATION, CONSTRUCTION, OR FILLING IN A U.S.CORPS OF ENGINEERS DESIGNATED WETLAND IS SUBJECT TO LOCAL, STATE AND FEDERALAPPROVALS. THE CONTRACTOR SHALL COMPLY WITH ALL PERMIT REQUIREMENTS AND/ORRESTRICTIONS AND ANY VIOLATION WILL BE SUBJECT TO FEDERAL PENALTY. THECONTRACTOR SHALL HOLD THE OWNER/DEVELOPER, THE ENGINEER AND THE LOCALGOVERNING AGENCIES HARMLESS AGAINST SUCH VIOLATION.J.RESIDENT ENGINEERING SERVICES: WHEN REQUESTED BY THE OWNER, RESIDENTENGINEERING SERVICES SHALL BE PROVIDED BY THE ENGINEERS (ON A TIME AND FREQUENCYBASIS) ACCEPTABLE TO THE CITY ENGINEER FOR IMPROVEMENTS TO PUBLIC WATER MAINS,PUBLIC SEWER, AND CITY STREETS. AT THE COMPLETION OF CONSTRUCTION, THE ENGINEERSHALL CERTIFY THE CONSTRUCTION TO BE IN COMPLIANCE WITH THE PLANS ANDSPECIFICATIONS. THIS WORK WILL BE AT THE OWNER/DEVELOPER'S DIRECT EXPENSE ANDSHALL BE COORDINATED WITH CEI ENGINEERING ASSOCIATES, INC. IT WILL BE THECONTRACTOR'S RESPONSIBILITY TO NOTIFY THE RESIDENT ENGINEER OF ANYPRECONSTRUCTION / CONSTRUCTION CONFERENCES AND ANY PUBLIC CONSTRUCTION 24HOURS PRIOR TO SAID ACTION.C0COVER SHEETC1DEMOLITION PLANC2SITE PLANC2.1DELIVERY VEHICLE CIRCULATION PLANC2.2EMERGENCY VEHICLE CIRCULATION PLANC3GRADING PLANC4EROSION CONTROL PLANC4.1EROSION CONTROL NOTESC4.2EROSION CONTROL NOTESC5UTILITY PLANC6DETAIL SHEETC7DETAIL SHEETC8DETAIL SHEETL1LANDSCAPE PLANL2 LANDSCAPE NOTESALTA SURVEYPHOTOMETRIC PLANARCHITECTURAL ELEVATIONSCITY OF APPLE VALLEYRESOURCE LIST:DEVELOPERPANERA, LLC.3630 SOUTH GEYER ROAD, SUITE 100ST. LOUIS, MO 63127PHONE: 314-984-2609BRIAN BARNARDSR. DEVELOPMENT PROJECT MANAGERCIVIL ENGINEERCEI ENGINEERING ASSOCIATES, INC.2223 5TH STREET, SUITE 10813WHITE BEAR LAKE, MN 55110PHONE: 651-452-8960BRENT MASSEY, PEARCHITECTARCVISION INC.1950 CRAIG ROADST. LOUIS, MO 63146PHONE: 314-415-2325MATTHEW HINCHCLIFFEVicinity MapNot to ScaleVicinity MapNot to ScaleSITEI hereby certify that this plan, specification, or report was prepared by meor under my direct supervision and that I am a duly Licensed ProfessionalEngineer under the laws of the state of MinnesotaBrent L. MasseyProfessional EngineerRegistration Number: 44468Date:12/18/2018
CEDAR AVENUE SOUTH (C.S.A.H. NO. 23)FOCFOC UGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
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UGTBITUMINOUSPAVEMENTBITUMINOUSPAVEMENTCURB ANDGUTTERLANDSCAPE ISLANDAND TREESCONCRETEPAVEMENTCONCRETEPAVEMENTCONCRETEPAVEMENTLANDSCAPINGLIGHTINGSIGNLIGHTPOLELIGHTPOLECURB ANDGUTTERCURB ANDGUTTERCURB ANDGUTTERCURB ANDGUTTERCURB ANDGUTTERCURB ANDGUTTERTREESTREESGAS AND ELECTRICMETERSUNDERGROUNDUTILITIESUNDERGROUNDUTILITIESLIGHTPOLELIGHTPOLELIGHTPOLELANDSCAPINGAND TREESLANDSCAPINGAND TREESTREELANDSCAPINGLIGHTPOLEHYDRANT18A18A18A18A18A18A18A18A18A18A19A18A18A18A19A19A18A19A19A18A19A18A19A51D19A51D19A19A19A18A51B51B51B51B51B18A19A18A19A19ASTORM SEWER18ALIGHTPOLE19AUNDERGROUNDTELEPHONE AND ELECTRIC18AUNDERGROUNDGAS19ACURB ANDGUTTER18ABITUMINOUSPAVEMENT18ASTRIPING18ASTRIPING18AHC SYMBOL18AHC SYMBOL18ASTORM SEWER19A51DCONCRETE WALK18ACONCRETE WALK18A50HINITIAL DATEDPORPMDESDRW Engineering Associates, Inc.CEI PROJECT NO.C1REV-112/18/18DEMOLITION PLANFAX (479)273-0844(479)273-9472Bentonville, AR 727123108 S.W. REGENCY PARKWAY, SUITE 2JTAJTABLMBLM12/18/183070915200 CEDAR AVE. SMNAPPLE VALLEYPANERA BREAD020'30'40'SCALE IN FEETSITE BENCHMARKELEVATIONS BASED ON INFORMATION AS SHOWN ON THE MNDOTGEODETIC WEBSITE. SURVEY DISK DAKOTA RESET WITH AN ELEVATIONOF 952.47 WAS USED TO ESTABLISH VERTICAL CONTROL FOR THISSURVEY (NAVD 88)Know what'sbelow.Callbefore you dig.X"GOHEOHE&TOHTOHTVX"SSUGEUGE&TUGTUGTVX"W.5-10-11 50.5LEGENDEXISTINGenohstugwEAST OR ELECTRICNORTHOVERHEADSOUTH OR SEWERTELEPHONEUNDERGROUNDWEST OR WATERPROPERTY LINERIGHT OF WAY LINESTORM DRAINGASOVERHEAD ELECTRICOVERHEAD ELECTRIC AND TELEPHONEOVERHEAD TELEPHONEOVERHEAD TVSANITARY SEWERUNDERGROUND ELECTRICUNDERGROUND ELECTRIC AND TELEPHONEUNDERGROUND TELEPHONEUNDERGROUND TVWATERTREE INFO.5 = DIAMETER OF TRUNK IN FEET10 = HEIGHT OF TREE IN FEET11 = CANOPY DIAMETER IN FEET50.5 = ELEVATION AT BASE OF TREEGENERAL DEMOLITION NOTESA.THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE "PANERA STANDARD SITE WORK SPECIFICATIONS".B.CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF THE EXISTING STRUCTURES, RELATED UTILITIES, PAVING,UNDERGROUND STORAGE TANKS AND ANY OTHER EXISTING IMPROVEMENTS AS NOTED. SEE SITE WORKSPECIFICATIONS.C.CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROMPREVIOUS AND CURRENT DEMOLITION OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE WITH ALL LOCAL, STATEAND/OR FEDERAL REGULATIONS GOVERNING SUCH OPERATIONS.D.THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENTPROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELYRESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASESOF THIS PROJECT.E.ENGINEER'S NOTICE TO CONTRACTORTHE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES ASSHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATIONTO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TORELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.DEMOLITION NOTES18AEXISTING TO BE REMOVED.18BEXISTING TO BE RELOCATED.19AEXISTING TO REMAIN.51BLIMITS OF SAWCUT AND PAVEMENT REMOVAL51DPROTECT EXISTING STRUCTURES AND/OR PIPES DURING DEMOLITION ANDCONSTRUCTION PHASES.I hereby certify that this plan, specification, or report was prepared by meor under my direct supervision and that I am a duly Licensed ProfessionalEngineer under the laws of the state of MinnesotaBrent L. MasseyProfessional EngineerRegistration Number: 44468Date:5' (TYP.) DRIP LINEFENCE POSTTREE PROTECTION NOTES:50HTREE PROTECTIONN.T.S.1. ALL TREES SHOWN ON THIS PLAN TO BE RETAINED SHALL BE PROTECTED DURING ALLPHASES OF DEMOLITION/CONSTRUCTION WITH TEMPORARY FENCING. IT SHALL BE THEGENERAL CONTRACTORS RESPONSIBILITY TO COORDINATE WITH LANDSCAPECONTRACTOR.2. TREE PROTECTION FENCES SHALL BE INSTALLED PRIOR TO THE COMMENCEMENT OF ANYSITE PREPARATION WORK (CLEARING, GRUBBING OR GRADING). CLEARING SHALL BEDONE BY HAND.3. FENCES SHALL COMPLETELY SURROUND TREE OR CLUSTERS OF TREES; SHALL BE LOCATED5' FROM THE OUTERMOST LIMITS OF THE TREE BRANCHES (DRIP LINE); AND SHALL BEMAINTAINED THROUGHOUT THE CONSTRUCTION BY CONTRACTOR. PROJECT IN ORDER TOPREVENT THE FOLLOWING: A. SOIL COMPACTION IN THE ROOT ZONE AREA RESULTING FROM VEHICULAR TRAFFICOR STORAGE OF EQUIPMENT OR MATERIALS.B. ROOT ZONE DISTURBANCES DUE TO GRADE CHANGES (GREATER THAN 6INCHES CUT OR FILL) OR TRENCHING.C. WOUNDS TO EXPOSED ROOTS, TRUNK OR LIMBS BY MECHANICALEQUIPMENT.D. OTHER ACTIVITIES DETRIMENTAL TO TREES SUCH AS CHEMICAL STORAGE,CEMENT TRUCK CLEANING, AND FIRES.4. EXCEPTIONS TO INSTALLING FENCES 5' FROM TREE DRIP LINES MAY BE PERMITTED IN THEFOLLOWING CASES:A. WHERE PERMEABLE PAVING IS TO BE INSTALLED: ERECT THE FENCE AT THEOUTER LIMITS OF THE PERMEABLE PAVING AREA.B. WHERE TREES ARE CLOSE TO THE PROPOSED BUILDING; ERECT THE FENCENO CLOSER THAN 6 FEET TO THE BUILDING.5. WHERE ANY OF THE ABOVE EXCEPTIONS RESULT IN A FENCE BEING CLOSER THAN 4 FEETTO A TREE TRUNK, PROTECT THE TRUNK WITH STRAPPED-ON PLANKING TO A HEIGHT OF8 FEET (OR TO THE LIMITS OF LOWER BRANCHES) IN ADDITION TO THE REDUCEDFENCING PROVIDED.6. WHERE ANY OF THE ABOVE EXCEPTIONS RESULT IN AREAS OF UNPROTECTED ROOT ZONES(UNDER DRIP LINES), THOSE AREAS SHOULD BE COVERED WITH 4 INCHES OF ORGANICMULCH TO MINIMIZE SOIL COMPACTION.7. ALL GRADING WITHIN PROTECTED ROOT ZONE AREAS SHALL BE DONE BY HAND OR WITHSMALL EQUIPMENT TO MINIMIZE ROOT DAMAGE. PRIOR TO GRADING, RELOCATEPROTECTIVE FENCING TO 2 FEET BEHIND THE GRADE CHANGE AREA. NO ROOT OVER 1INCH DIAMETER WILL BE CUT.8. ANY ROOTS EXPOSED BY CONSTRUCTION ACTIVITY SHALL BE PRUNED WITH A CLEAN CUTFLUSH WITH THE SOIL. BACKFILL ROOT AREAS WITH GOOD QUALITY TOP SOILIMMEDIATELY. IF EXPOSED ROOT AREAS ARE NOT BACKFILLED WITHIN 2 DAYS, COVERTHEM WITH ORGANIC MATERIAL IN A MANNER WHICH REDUCES SOIL TEMPERATURE ANDMINIMIZES WATER LOSS DUE TO EVAPORATION.9. PRIOR TO EXCAVATION OR GRADE CUTTING WITHIN TREE DRIP LINES, MAKE A CLEAN CUTBETWEEN THE DISTURBED AND UNDISTURBED ROOT ZONES WITH A ROCK SAW ORSIMILAR EQUIPMENT TO MINIMIZE DAMAGE TO REMAINING ROOTS.10. TREES MOST HEAVILY IMPACTED BY CONSTRUCTION ACTIVITIES SHOULD BE WATEREDDEEPLY ONCE A WEEK DURING PERIODS OF HOT, DRY WEATHER. TREE CROWNS SHOULDBE SPRAYED WITH WATER PERIODICALLY TO REDUCE DUST ACCUMULATION ON THELEAVES.11. NO CONDUIT OR UTILITIES CAN BE INSTALLED WITHIN TREE PROTECTION AREAS. ANYTRENCHING REQUIRED FOR THE INSTALLATION OF LANDSCAPE IRRIGATION SHALL BEPLACED AS FAR FROM EXISTING TREE TRUNKS AS POSSIBLE.12. NO LANDSCAPE TOPSOIL DRESSING GREATER THAN 4 INCHES SHALL BE PERMITTED WITHINTHE DRIP LINE OF TREES. NO SOIL IS PERMITTED ON THE ROOT FLARE OF ANY TREE.GRADING LIMITED TO 3 INCH CUT.13. PRUNING TO PROVIDE CLEARANCE FOR STRUCTURES, VEHICULAR TRAFFIC AND EQUIPMENTSHALL TAKE PLACE BEFORE CONSTRUCTION BEGINS.14. ALL PRUNING MUST BE DONE ACCORDING TO RECOGNIZED, APPROVED STANDARDS OFTHE INDUSTRY (REFERENCE THE NATIONAL ARBORIST ASSOCIATION PRUNING STANDARDSFOR SHADE TREES) BY A CERTIFIED ARBORIST AND SHALL BE APPROVED ANDSUPERVISED BY OWNERS REPRESENTATIVE OR PROJECT URBAN FORESTER.15. DAMAGE TO TREES OR ANY NATURAL RESOURCE DUE TO CONTRACTOR'S NEGLIGENCEDURING THE CONSTRUCTION PHASE SHALL BE APPRAISED BY THE OWNERSREPRESENTATIVE AND ORDERED REPAIRED, REPLACED, OR COMPENSATED.ORANGE FLAGGING(TYP.)BARBED WIRE ORCHAIN LINKDEMOLITION DETAILS50HTREE PROTECTION12/18/2018
CEDAR AVENUE SOUTH (C.S.A.H. NO. 23)UGTUGTUGTUGTUGTUGTUGTUGTUGT
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Δ PROPOSED BUILDING4,820 S.F. FOOTPRINTFFE = 950.9070 PARKING STALLSGNO PARKINGEDO NOTENTERNO PARKINGNO PARKINGNO PARKING
78660.5'95.88'31.88'60.5'64'84.33'6.5'3.5'9'9'9'9'TYP.18.5'20'30'9'TYP.12'2.61'7'30'12'R20'R32'R15'R3'R5'R5'R15'R5'R5'20'9'TYP.R2'6'7'9'TYP.R15'02E12A18.5 LFTYP.12A56 LF12A18.5 LFTYP.12D167 SF12D349 SF21A21A21A21A70A70B70A70C70D70D70E70F70G05ATYP.05ATYP.09S09N01A01A01A01A03C03C03D03D08C08B08B08B08B15' BUILDING SETBACK5' PARKING SETBACK50' BLDG. SETBACK15' PARKING SETBACK
10.27'18.5'6.5'01A10A10A10A70DR12'R8'R24'70H244.54' FROM FIRE HYDRANT TO FARTHEST CORNER OF SITE03C9.47'5'1.5'5'26'5'5'25'7.46'5'5'3'3'8'11.07'09S09N08A08A08A70J70J12A20 LFTYP.12D992 SFINITIAL DATEDPORPMDESDRW Engineering Associates, Inc.CEI PROJECT NO.C2REV-112/18/18SITE PLANFAX (479)273-0844(479)273-9472Bentonville, AR 727123108 S.W. REGENCY PARKWAY, SUITE 2JTAJTABLMBLM12/18/183070915200 CEDAR AVE. SMNAPPLE VALLEYPANERA BREAD020'30'40'SCALE IN FEETSITE BENCHMARKELEVATIONS BASED ON INFORMATION AS SHOWN ON THE MNDOTGEODETIC WEBSITE. SURVEY DISK DAKOTA RESET WITH AN ELEVATIONOF 952.47 WAS USED TO ESTABLISH VERTICAL CONTROL FOR THISSURVEY (NAVD 88)NOTE:UTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.PORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDINGSEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OFKnow what'sbelow.Callbefore you dig.X"GOHEOHE&TOHTOHTVX"SSUGEUGE&TUGTUGTVX"W.5-10-11 50.5LEGENDEXISTINGenohstugwEAST OR ELECTRICNORTHOVERHEADSOUTH OR SEWERTELEPHONEUNDERGROUNDWEST OR WATERPROPERTY LINERIGHT OF WAY LINESTORM DRAINGASOVERHEAD ELECTRICOVERHEAD ELECTRIC AND TELEPHONEOVERHEAD TELEPHONEOVERHEAD TVSANITARY SEWERUNDERGROUND ELECTRICUNDERGROUND ELECTRIC AND TELEPHONEUNDERGROUND TELEPHONEUNDERGROUND TVWATERTREE INFO.5 = DIAMETER OF TRUNK IN FEET10 = HEIGHT OF TREE IN FEET11 = CANOPY DIAMETER IN FEET50.5 = ELEVATION AT BASE OF TREEPROPOSED#GENERAL SITE NOTESA. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.B. ALL CURB RETURN RADII SHALL BE 2' OR 10', AS SHOWN TYPICAL ON THIS PLAN, UNLESS OTHERWISE NOTED.C. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN THE SPECIFICATIONS: ALL CURB ANDGUTTER ADJACENT TO ASPHALT PAVING SHALL BE INSTALLED PER DETAIL 01A. ALL CURBING ADJACENT TO CONCRETEPAVING SHALL BE INSTALLED PER DETAIL 01B. PAVEMENT SHALL BE INSTALLED IN ACCORDANCE WITH DETAIL 08AOVER THE ENTIRE PARKING LOT AREA AND ALL APPROACH DRIVES. ALL PARKING LOT STRIPING INCLUDINGACCESSIBLE AND VAN ACCESSIBLE SPACES SHALL BE PAINTED PER DETAIL:____.D. ALL PARKING LOT SIGN BASE SUPPORTS SHALL BE INSTALLED PER DETAIL 12F.E. ALL ACCESSIBLE PARKING STALLS SHALL HAVE SIGNAGE INSTALLED PER DETAIL 09S.LIMITS OF SIDEWALKS AND CONCRETE APRONS (PERARCH. PLANS)CONCRETE CURB AND GUTTER. SEEDETAIL 01A/01B.PROPERTY LINE/RIGHT OF WAY LINECURB INLETBUILDING CONTROL POINTPROPOSED PARKING SPACESSITE NOTES02ETRASH DUMPSTER ENCLOSURE (PER ARCH. PLANS).12A4 INCH TRAFFIC YELLOW LANE STRIPE (SEE LENGTH INDICATED AT SYMBOL).12D4 INCH WIDE PAINTED YELLOW STRIPES. 2.0 FOOT O.C. @ 45 DEGREES (SEE SIZEINDICATED AT SYMBOL).21ATAPER CURB TO MATCH EXISTING CURB.70AMENU BOARD (PER ARCH. PLANS).70BMENU CANOPY (PER ARCH. PLANS).70CDETECTOR LOOP (PER ARCH. PLANS).70DDRIVE-THRU PAVEMENT MARKING (PER ARCH. PLANS).70ETHANK YOU/DO NOT ENTER SIGN (PER ARCH. PLANS).70FDIRECTIONAL SIGN (PER ARCH. PLANS).70GBOLLARD RAILING (PER ARCH. PLANS).70HEXISTING FIRE HYDRANT70JCOLORED CONCRETE SIDEWALK (MATCH EXISTING)SITE DETAILSLIGHT POLE LOCATIONS (PER PHOTOMETRIC PLANS)SITE DATA TABLETOTAL SITE AREA:55,591 SF / 1.28 AC±EXISTING SITE:IMPERVIOUS45,005 SF / 1.03 AC± (81.0%)PERVIOUS10,586 SF / 0.24 AC± (19.0%)PROPOSED SITE:IMPERVIOUS43,930 SF / 1.01 AC± (79.0%)PERVIOUS11,661 SF / 0.27 AC± (21.0%)REQUIRED PARKING:51PROPOSED PARKING:70I hereby certify that this plan, specification, or report was prepared by meor under my direct supervision and that I am a duly Licensed ProfessionalEngineer under the laws of the state of MinnesotaBrent L. MasseyProfessional EngineerRegistration Number: 44468Date:01ATYPE A CONCRETE CURB AND GUTTER03CWHEELCHAIR RAMP IN SIDEWALK (TYPICAL AT EACH DRIVEWAY CURB RETURN)03DCONCRETE SIDEWALK05AGUARD POST08ASTANDARD DUTY ASPHALT PAVING08BHEAVY DUTY ASPHALT PAVING08CHEAVY DUTY CONCRETE PAVING09N90 DEGREE PARKING WITH ACCESSIBLE PARKING09SACCESSIBLE / VAN ACCESSIBLE PARKING SIGN10ATRAFFIC FLOW ARROW12/18/2018
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Δ PROPOSED BUILDING4,820 S.F. FOOTPRINTFFE = 950.9070 PARKING STALLSGNO PARKINGEDO NOTENTERNO PARKINGNO PARKINGNO PARKING WB-40 - Intermediate Semi-TrailerWB-40 - Intermediate Semi-TrailerWB-40 - Intermediate Semi-Tr
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WB-40 - Intermediate Semi-TrailerWB-40 - Intermediate Semi-TrailerINITIAL DATEDPORPMDESDRW Engineering Associates, Inc.CEI PROJECT NO.C2.1REV-112/18/18DELIVERY VEHICLE CIRCULATION PLANFAX (479)273-0844(479)273-9472Bentonville, AR 727123108 S.W. REGENCY PARKWAY, SUITE 2JTAJTABLMBLM12/18/183070915200 CEDAR AVE. SMNAPPLE VALLEYPANERA BREAD020'30'40'SCALE IN FEETSITE BENCHMARKELEVATIONS BASED ON INFORMATION AS SHOWN ON THE MNDOTGEODETIC WEBSITE. SURVEY DISK DAKOTA RESET WITH AN ELEVATIONOF 952.47 WAS USED TO ESTABLISH VERTICAL CONTROL FOR THISSURVEY (NAVD 88)Know what'sbelow.Callbefore you dig.X"GOHEOHE&TOHTOHTVX"SSUGEUGE&TUGTUGTVX"W.5-10-11 50.5LEGENDEXISTINGenohstugwEAST OR ELECTRICNORTHOVERHEADSOUTH OR SEWERTELEPHONEUNDERGROUNDWEST OR WATERPROPERTY LINERIGHT OF WAY LINESTORM DRAINGASOVERHEAD ELECTRICOVERHEAD ELECTRIC AND TELEPHONEOVERHEAD TELEPHONEOVERHEAD TVSANITARY SEWERUNDERGROUND ELECTRICUNDERGROUND ELECTRIC AND TELEPHONEUNDERGROUND TELEPHONEUNDERGROUND TVWATERTREE INFO.5 = DIAMETER OF TRUNK IN FEET10 = HEIGHT OF TREE IN FEET11 = CANOPY DIAMETER IN FEET50.5 = ELEVATION AT BASE OF TREEPROPOSED#GENERAL SITE NOTESA. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.B. ALL CURB RETURN RADII SHALL BE 2' OR 10', AS SHOWN TYPICAL ON THIS PLAN, UNLESS OTHERWISE NOTED.C. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN THE SPECIFICATIONS: ALL CURB ANDGUTTER ADJACENT TO ASPHALT PAVING SHALL BE INSTALLED PER DETAIL 01A. ALL CURBING ADJACENT TO CONCRETEPAVING SHALL BE INSTALLED PER DETAIL 01B. PAVEMENT SHALL BE INSTALLED IN ACCORDANCE WITH DETAIL 08AOVER THE ENTIRE PARKING LOT AREA AND ALL APPROACH DRIVES. ALL PARKING LOT STRIPING INCLUDINGACCESSIBLE AND VAN ACCESSIBLE SPACES SHALL BE PAINTED PER DETAIL:____.D. ALL PARKING LOT SIGN BASE SUPPORTS SHALL BE INSTALLED PER DETAIL 12F.E. ALL ACCESSIBLE PARKING STALLS SHALL HAVE SIGNAGE INSTALLED PER DETAIL 09S.LIMITS OF SIDEWALKS AND CONCRETE APRONS (PERARCH. PLANS)CONCRETE CURB AND GUTTER. SEEDETAIL 01A/01B.PROPERTY LINE/RIGHT OF WAY LINECURB INLETBUILDING CONTROL POINTPROPOSED PARKING SPACESLIGHT POLE LOCATIONS (PER PHOTOMETRIC PLANS)SITE DATA TABLETOTAL SITE AREA:55,591 SF / 1.28 AC±EXISTING SITE:IMPERVIOUS45,005 SF / 1.03 AC± (81.0%)PERVIOUS10,586 SF / 0.24 AC± (19.0%)PROPOSED SITE:IMPERVIOUS43,930 SF / 1.01 AC± (79.0%)PERVIOUS11,661 SF / 0.27 AC± (21.0%)REQUIRED PARKING:51PROPOSED PARKING:70I hereby certify that this plan, specification, or report was prepared by meor under my direct supervision and that I am a duly Licensed ProfessionalEngineer under the laws of the state of MinnesotaBrent L. MasseyProfessional EngineerRegistration Number: 44468Date:12/18/2018
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t E-ONE HP95 Mid MountE-ONE HP95 Mid Mount E-ONE HP95 Mid MountINITIAL DATEDPORPMDESDRW Engineering Associates, Inc.CEI PROJECT NO.C2.2REV-112/18/18EMERGENCY VEHICLE CIRCULATION PLANFAX (479)273-0844(479)273-9472Bentonville, AR 727123108 S.W. REGENCY PARKWAY, SUITE 2JTAJTABLMBLM12/18/183070915200 CEDAR AVE. SMNAPPLE VALLEYPANERA BREAD020'30'40'SCALE IN FEETSITE BENCHMARKELEVATIONS BASED ON INFORMATION AS SHOWN ON THE MNDOTGEODETIC WEBSITE. SURVEY DISK DAKOTA RESET WITH AN ELEVATIONOF 952.47 WAS USED TO ESTABLISH VERTICAL CONTROL FOR THISSURVEY (NAVD 88)Know what'sbelow.Callbefore you dig.X"GOHEOHE&TOHTOHTVX"SSUGEUGE&TUGTUGTVX"W.5-10-11 50.5LEGENDEXISTINGenohstugwEAST OR ELECTRICNORTHOVERHEADSOUTH OR SEWERTELEPHONEUNDERGROUNDWEST OR WATERPROPERTY LINERIGHT OF WAY LINESTORM DRAINGASOVERHEAD ELECTRICOVERHEAD ELECTRIC AND TELEPHONEOVERHEAD TELEPHONEOVERHEAD TVSANITARY SEWERUNDERGROUND ELECTRICUNDERGROUND ELECTRIC AND TELEPHONEUNDERGROUND TELEPHONEUNDERGROUND TVWATERTREE INFO.5 = DIAMETER OF TRUNK IN FEET10 = HEIGHT OF TREE IN FEET11 = CANOPY DIAMETER IN FEET50.5 = ELEVATION AT BASE OF TREEPROPOSED#GENERAL SITE NOTESA. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.B. ALL CURB RETURN RADII SHALL BE 2' OR 10', AS SHOWN TYPICAL ON THIS PLAN, UNLESS OTHERWISE NOTED.C. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN THE SPECIFICATIONS: ALL CURB ANDGUTTER ADJACENT TO ASPHALT PAVING SHALL BE INSTALLED PER DETAIL 01A. ALL CURBING ADJACENT TO CONCRETEPAVING SHALL BE INSTALLED PER DETAIL 01B. PAVEMENT SHALL BE INSTALLED IN ACCORDANCE WITH DETAIL 08AOVER THE ENTIRE PARKING LOT AREA AND ALL APPROACH DRIVES. ALL PARKING LOT STRIPING INCLUDINGACCESSIBLE AND VAN ACCESSIBLE SPACES SHALL BE PAINTED PER DETAIL:____.D. ALL PARKING LOT SIGN BASE SUPPORTS SHALL BE INSTALLED PER DETAIL 12F.E. ALL ACCESSIBLE PARKING STALLS SHALL HAVE SIGNAGE INSTALLED PER DETAIL 09S.LIMITS OF SIDEWALKS AND CONCRETE APRONS (PERARCH. PLANS)CONCRETE CURB AND GUTTER. SEEDETAIL 01A/01B.PROPERTY LINE/RIGHT OF WAY LINECURB INLETBUILDING CONTROL POINTPROPOSED PARKING SPACESLIGHT POLE LOCATIONS (PER PHOTOMETRIC PLANS)SITE DATA TABLETOTAL SITE AREA:55,591 SF / 1.28 AC±EXISTING SITE:IMPERVIOUS45,005 SF / 1.03 AC± (81.0%)PERVIOUS10,586 SF / 0.24 AC± (19.0%)PROPOSED SITE:IMPERVIOUS43,930 SF / 1.01 AC± (79.0%)PERVIOUS11,661 SF / 0.27 AC± (21.0%)REQUIRED PARKING:51PROPOSED PARKING:70I hereby certify that this plan, specification, or report was prepared by meor under my direct supervision and that I am a duly Licensed ProfessionalEngineer under the laws of the state of MinnesotaBrent L. MasseyProfessional EngineerRegistration Number: 44468Date:12/18/2018
FG 948.25CEDAR AVENUE SOUTH (C.S.A.H. NO. 23)UGTUGTUGTUGTUGTUGTUGTUGTUGT
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WATERWATERWATERWATERUGE
951953PROPOSED BUILDING4,820 S.F. FOOTPRINTFFE = 950.9070 PARKING STALLSGETC 950.77G 950.27FG 950.05TC 950.71G 950.21TC 950.55G 950.05TC 950.44G 949.94TC 950.35G 949.85TC 950.45G 949.95TC 950.90G 950.40TC 950.23G 949.73TC 949.93G 949.43TC 949.79G 949.29TC 950.77G 950.27TC 950.77G 950.27TC 950.55G 950.05FG 950.01TC 950.50G 950.00TC 950.35G 949.85TC 950.39G 949.89TC 950.59G 950.09FG 950.50FG 950.50TC 950.64G 950.14TC 950.37G 949.87TC 950.37G 949.87TC 950.14G 949.64FG 949.35TC 950.00G 949.50TC 950.24G 949.74TC 951.01G 950.51TC 950.66G 950.16TC 950.90G 950.40TC 950.90G 950.40TC 950.67G 950.17TC 950.48G 949.98TC 950.18G 949.68TC 950.00G 949.50FG 950.61FG 950.79FG 950.77FG 950.33FG 950.44FG 950.52FFE=950.57FG 950.78FG 950.84FG 950.89FG 950.88FG 950.59FFE=950.66FG 950.59FFE=950.58FG 950.51FG 950.50FG 950.53FFE=950.89FG 950.41FG 950.41FG 950.34FG 950.37FG 950.10FG 950.10FG 949.84FG 949.64FG 950.491.2%1.8%1.5%1.4%4.3%2.
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%FG 950.73FG 950.46FG 950.63950950950950949950949 9511.5%2.0%0.7%1.3%FG 950.1618D18D18DFG 949.35TC 950.15G 949.65FG 949.211.3%73C73E73C73E21A950950950949FG 950.0117B09C950FG 948.25FG 948.25FG 949.59105 LF 12" HDPE@0.76%27EINV=944.5073BTHROAT=949.10INV=944.5022AINV=943.4018C97 LF 6" PERFORATED DRAINTILE31ATC 950.80G 950.30TC 950.74G 950.24FG 952.623.1:14.0:12.0%1.8%1.7%3.0:13.0:13.0:13.0:13.0:13.0:1 5.7%5.5%TC 950.67G 950.17FG 951.380.5%3.0:1TC 949.76G 949.26TC 949.65G 949.15TC 949.42G 948.9218D1.4%1.6%1.1%FG 949.20TC 950.77G 950.27FG 951.38FG 951.38FG 951.45FG 951.45FG 951.45FG 952.92FG 952.94FG 953.00FG 952.933.0:150 LF 15" HDPE@0.9%RIM=949.14INV=943.7020A73A949.18RIM=949.71INV=944.8014A73E73BINV=944.2573D27 LF 12" HDPE@2.0%14 LF 12" HDPE@1.8%21A21A12" HEADER12" HEADEREXISTING 2.0% MAX73C73C73C73C73C73CINITIAL DATEDPORPMDESDRW Engineering Associates, Inc.CEI PROJECT NO.C3REV-112/18/18GRADING PLANFAX (479)273-0844(479)273-9472Bentonville, AR 727123108 S.W. REGENCY PARKWAY, SUITE 2JTAJTABLMBLM12/18/183070915200 CEDAR AVE. SMNAPPLE VALLEYPANERA BREAD020'30'40'SCALE IN FEETSITE BENCHMARKELEVATIONS BASED ON INFORMATION AS SHOWN ON THE MNDOTGEODETIC WEBSITE. SURVEY DISK DAKOTA RESET WITH AN ELEVATIONOF 952.47 WAS USED TO ESTABLISH VERTICAL CONTROL FOR THISSURVEY (NAVD 88)Know what'sbelow.Callbefore you dig.X"GOHEOHE&TOHTOHTVX"SSUGEUGE&TUGTUGTVX"W.5-10-11 50.5LEGENDEXISTINGenohstugwEAST OR ELECTRICNORTHOVERHEADSOUTH OR SEWERTELEPHONEUNDERGROUNDWEST OR WATERPROPERTY LINERIGHT OF WAY LINESTORM DRAINGASOVERHEAD ELECTRICOVERHEAD ELECTRIC AND TELEPHONEOVERHEAD TELEPHONEOVERHEAD TVSANITARY SEWERUNDERGROUND ELECTRICUNDERGROUND ELECTRIC AND TELEPHONEUNDERGROUND TELEPHONEUNDERGROUND TVWATERTREE INFO.5 = DIAMETER OF TRUNK IN FEET10 = HEIGHT OF TREE IN FEET11 = CANOPY DIAMETER IN FEET50.5 = ELEVATION AT BASE OF TREEI hereby certify that this plan, specification, or report was prepared by meor under my direct supervision and that I am a duly Licensed ProfessionalEngineer under the laws of the state of MinnesotaBrent L. MasseyProfessional EngineerRegistration Number: 44468Date:PROPOSEDGENERAL GRADING NOTESA.PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER, THE CONTRACTOR SHALL EXCAVATE, VERIFY, ANDCALCULATE ALL CROSSINGS AND INFORM THE OWNER AND THE ENGINEER OF ANY CONFLICTS PRIOR TOCONSTRUCTION. THE ENGINEER WILL BE HELD HARMLESS IN THE EVENT THE ENGINEER IS NOT NOTIFIED OF DESIGNCONFLICTS.B.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND 4" OF TOPSOIL APPLIED. IFADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR SHALL PROVIDE TOPSOIL, APPROVED BY THEOWNER, AS NEEDED. THE AREA SHALL THEN BE SEEDED, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTILHARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS (SEE LANDSCAPE PLAN FOR SEED MIX AND PROPER APPLICATIONRATE). ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE CORRECTEDBY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.C.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES ASSHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TOREQUEST EXACT FIELD LOCATION OF UTILITIES.D.UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN THE SPECIFICATIONS: ALL STORM DRAINPIPE BEDDING SHALL BE INSTALLED PER DETAIL 28A. ALL STORM DRAIN PIPES ARE MEASURED FROM CENTER OFSTRUCTURES AND ENDS OF FLARED END SECTIONS.E.SOIL BORINGS WITHIN THE EXTENTS OF THE UNDERGROUND STORAGE SYSTEM SHALL BE PERFORMED AND THERESULTS SUBMITTED TO THE RWMWD PRIOR TO CONSTRUCTION.F.INFILTRATION AREAS MUST BE FREE OF COMPACTION AND PROTECTED FROM SEDIMENT THROUGHOUT THEDURATION OF THE PROJECT TO PREVENT CLOGGING.XXXXX.XXxPROPERTY LINE/RIGHT OF WAY LINEGRADE BREAKCONTOUR ELEVATIONSSTORM DRAINSPOT ELEVATIONS:TC = TOP OF CURBG = GUTTERGRADING DETAILSGRADING NOTESBIORETENTION POND NOTES1.THE CONTRACTOR MUST MINIMIZE COMPACTION OF THE BIORETENTOIN AREATHROUGHOUT CONSTRUCTION.2.THE BIORETENTIONMEDIA MUST BE TESTED TO OBTAIN THE INFILTRATION RATE(IN/HR) USING AN APPROVED METHOD. DOCUMENTATION MUST BE PROVIDEDTO THE ENGINEER SHOWING CONFORMANCE WITH THE 1 IN/HR REQUIREMENT.IF THE INFILTRATION RATE IS LESS THAN THE REQUIRED RATE OF 1 IN/HR, THECONTRACTOR MUST EITHER REMEDIATE OR REPLACE THE SOIL MIX MEDIAUNTIL THE DESIRED RATE IS OBTAINED.WQ Rainfall:Impervious SurfaceCoverType/ConditionArea AArea BArea CTOTAL:1.1inSoil TypeBBBImperviousArea (sf)81227344712422590CN989898S0.200.200.20Q Runoff(in)0.890.890.89RunoffVolume2(ft3)6015435271672BIO-RETENTION POND DATATOTAL VOLUME:OVERFLOW ELEVATION:LOWEST BOTTOM OF BASIN:SIDE SLOPES:DEEPEST PONDING DEPTH:2,490 Cubic Feet949.25 ' Elev948.25 ' Elev3:11.00 'PEAK DISCHARGE SUMMARYTOTAL PROPERTY AREA =TOTAL DISTURBED AREA =PRE PERVIOUS AREA =PRE IMPERVIOUS AREA =POST PERVIOUS AREA =POST IMPERVIOUS AREA =HSG = B (Waukegan Silt Loams)PEAK RUNOFF RATES (CFS)PRE2-YR10-YR100-YR4.06.612.51.28 Acre0.74 Acre0.24 Acre1.03 Acre0.27 Acre1.01 AcrePOST3.96.512.514ACONCRETE SWALE20AJUNCTION BOX21ACURB INLET22AAREA INLET27ESTORM DRAIN CLEAN OUT73BBIO-FILTRATION BASIN WITH UNDERDRAIN73CRAIN GUARDIAN73DUNDERGROUND INFILTRATION SYSTEM73ERIP RAP PAD09CCONNECT DOWN SPOUTS TO DRAIN PIPE. (SEE ARCH. PLANS FOR EXACT NO. ANDLOCATION OF DOWN SPOUTS).18CCONNECT TO EXISTING STORM DRAIN MANHOLE OR INLET.18DMATCH EXISTING PAVEMENT ELEVATIONS.21ATAPER CURB TO MATCH EXISTING CURB.31ALOCATION FOR THIS UTILITY AS SHOWN IS FOR DRAWING PURPOSES ONLY. CONTRACTORSHALL VERIFY THE EXACT LOCATION IN FIELD PRIOR TO THE CONSTRUCTION OF THEPROPOSED UTILITY LINE TO BE CONNECTED. CONTRACTOR SHALL NOTIFY CEIENGINEERING IF THE DESIGN AS SHOWN IS NOT ACHIEVABLE.73AREMOVE TOP OF EXISTING STRUCTURE AND CONVERT TO JUNCTION BOX TOP PERDETAIL 20A. CONSTRUCT RIM AND TOP TO MATCH FINISH GRADE.73BINSTALL FLEXSTORM INLET FILTER.73C4" PERFORATED DRAIN TILE @ 0.5% MIN. (TYP.) PER DETAIL 27CWQ Rainfall:CoverType/ConditionArea AArea AArea BArea BArea CArea CTOTAL:WQ Rainfall:0.5inSoil TypeBBBBBBImperviousArea (sf)81227028221781227124651326131.0Impervious Surface OnlyCoverType/ConditionArea AArea BArea CTOTAL:WQ Rainfall:CoverType/ConditionArea AArea AArea BArea BArea CArea CTOTAL:BBBinSoil TypeImperviousArea (sf)812273447124225901.1inSoil TypeBBBBBBImperviousArea (sf)8122702822178122712465132613CN986198619861S0.206.390.206.390.206.39Q Runoff(in)0.890.010.890.010.890.01RunoffVolume2(ft3)6013164352701299CN989898S0.200.200.20Q Runoff(in)0.790.790.79RunoffVolume2(ft3)5354844701489CN986198619861S0.206.390.206.390.206.39Q Runoff(in)0.320.110.320.110.320.11RunoffVolume2(ft3)215635973189660512/18/2018
CEDAR AVENUE SOUTH (C.S.A.H. NO. 23)UGTUGTUGTUGTUGTUGTUGTUGTUGT
UGTUGTUGT UGTUGEUGEUGEUGEUGEUGEUGE
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950949949950951952951952953952950949949949
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WATERWATERWATERWATERUGE
951953PROPOSED BUILDING4,820 S.F. FOOTPRINTFFE = 950.9070 PARKING STALLS1.2%1.8%1.5%1.4%4.3%2.
4
%950950950950949950949 9511.5%2.0%0.7%1.3%IPELELELELIP1.3%ELELEL950950950949950CECW3.1:14.0:12.0%1.8%1.7%3.0:13.0:13.0:13.0:13.0:13.0:1 5.7%5.5%0.5%3.0:11.4%1.6%1.1%3.0:1SFSFSFSFSFSF411A411B CDSFSFISTORMWATER OUTFLOW:VIA STORM SEWER FLOW +/- 0.10MILES SOUTHWEST TO AUNNAMED PONDSTORMWATER OUTFLOW:VIA STORM SEWER FLOW +/- 0.10MILES SOUTHWEST TO AUNNAMED PONDSTORMWATER OUTFLOW:VIA STORM SEWER FLOW +/- 0.10MILES SOUTHWEST TO AUNNAMED PONDLIMITS OF DISTURBANCE:33,693 SF OR .77 ACRESSFSFSFSFSFSFSF
SFINITIAL DATEDPORPMDESDRW Engineering Associates, Inc.CEI PROJECT NO.C4REV-112/18/18EROSION CONTROL PLANFAX (479)273-0844(479)273-9472Bentonville, AR 727123108 S.W. REGENCY PARKWAY, SUITE 2JTAJTABLMBLM12/18/183070915200 CEDAR AVE. SMNAPPLE VALLEYPANERA BREAD020'30'40'SCALE IN FEETSITE BENCHMARKELEVATIONS BASED ON INFORMATION AS SHOWN ON THE MNDOTGEODETIC WEBSITE. SURVEY DISK DAKOTA RESET WITH AN ELEVATIONOF 952.47 WAS USED TO ESTABLISH VERTICAL CONTROL FOR THISSURVEY (NAVD 88)Know what'sbelow.Callbefore you dig.X"GOHEOHE&TOHTOHTVX"SSUGEUGE&TUGTUGTVX"W.5-10-11 50.5LEGENDEXISTINGenohstugwEAST OR ELECTRICNORTHOVERHEADSOUTH OR SEWERTELEPHONEUNDERGROUNDWEST OR WATERPROPERTY LINERIGHT OF WAY LINESTORM DRAINGASOVERHEAD ELECTRICOVERHEAD ELECTRIC AND TELEPHONEOVERHEAD TELEPHONEOVERHEAD TVSANITARY SEWERUNDERGROUND ELECTRICUNDERGROUND ELECTRIC AND TELEPHONEUNDERGROUND TELEPHONEUNDERGROUND TVWATERTREE INFO.5 = DIAMETER OF TRUNK IN FEET10 = HEIGHT OF TREE IN FEET11 = CANOPY DIAMETER IN FEET50.5 = ELEVATION AT BASE OF TREEPROPOSEDXXXSFPROPERTY LINE/RIGHT OF WAY LINELIMITS OF DISTURBANCESILT FENCESOIL TYPE BOUNDARYCONTOUR ELEVATIONSSTORM DRAININLET PROTECTIONEROSION CONTROL DETAILSIPTEMPORARY INLET PROTECTIONSFTEMPORARY SILT FENCECETEMPORARY STONE CONSTRUCTION ENTRANCEELEROSION CONTROL LOGCWTEMPORARY CONCRETE WASHOUT (MUST MEET MN STANDARDS)SFSILT FENCECDROCK CHECK DAMSFI TEMPORARY SILT FENCE INLET PROTECTIONGENERAL EROSION NOTESA.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTIONSHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OFMINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDESPERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS.B.THE TEMPORARY PARKING AND STORAGE AREA SHALL ALSO BE USED AS THE EQUIPMENTMAINTENANCE AREA, EQUIPMENT CLEANING AREA, EMPLOYEE BREAK AREA, AND AREA FOR LOCATINGPORTABLE FACILITIES, OFFICE TRAILERS AND TOILET FACILITIES. THE EXACT LOCATIONS SHALL BECOORDINATED WITH THE OWNER'S CONSTRUCTION MANAGER.C.ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BEDISPOSED OF IN A MANNER THAT PREVENTS CONTACT BETWEEN THESE MATERIALS AND STORMWATER THAT IS DISCHARGED FROM THE SITE.D.MAINTAIN ON THE SITE OR HAVE READILY AVAILABLE SUFFICIENT OIL AND GREASE ABSORBINGMATERIALS AND FLOTATION BOOMS TO CONTAIN AND CLEAN UP FUEL OR CHEMICAL SPILLS ANDLEAKS.E.DUST ON THE SITE SHALL BE CONTROLLED BY SPRAYING WATER ON DRY AREAS OF THE SITE. THE USEOF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSIONOPERATIONS IS PROHIBITED.F.NO RUBBISH, TRASH, GARBAGE OR OTHER SUCH MATERIALS SHALL BE DISCHARGED INTO DRAINAGEDITCHES OR WATERS OF THE STATE.G.ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THESTORM WATER POLLUTION PREVENTION PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE.H.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY WILL STOP FOR AT LEAST 14 DAYS,SHALL BE TEMPORARILY SEEDED WITHIN 7 DAYS.I.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPEDSHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED IMMEDIATELY, BUT NO LATER THAN14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. REFER TO THELANDSCAPING PLAN.J.IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOTSUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORETHE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPTTHE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. THE EXACTLOCATIONS SHALL BE COORDINATED WITH THE OWNERS CONSTRUCTION MANAGER.K.ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTOSTORM DRAINS MUST BE REMOVED IMMEDIATELY. ADJACENT STREETS AND PARKING AREAS SHALL BESWEPT AS NEEDED TO KEEP THE PAVEMENT CLEAR OF SEDIMENT AND CONSTRUCTION DEBRIS.L.CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THEDETENTION POND AFTER THE STABILIZATION OF THE SITE AND ALSO ANY SEDIMENT THAT MAY HAVECOLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS.M.IF SOIL STOCKPILING IS EMPLOYED ON THE SITE, SILT FENCES SHALL BE USED TO HELP CONTAIN THESEDIMENT.N.SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCERUNOFF VELOCITIES AND EROSION.O.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF WITHIN 30DAYS AFTER FINAL STABILIZATION. FINAL STABILIZATION HAS OCCURRED WHEN ALL SOIL DISTURBINGACTIVITIES ARE COMPLETED AND A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70%OF THE COVER FOR UNPAVED AREAS AND AREAS NOT COVERED BY PERMANENT STRUCTURES HASBEEN EMPLOYED.P.DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALLBE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, STRAW BALES, ETC.)TO HELP PREVENT EROSION AND STORM WATER POLLUTION.Q.ALL OFF-SITE CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THISINCLUDES BACKFILLING OF TRENCHES FOR STORM DRAINS & UTILITY CONSTRUCTION AND PLACEMENTOF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION.R.SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES ARE CONSIDERED TO BE THE MINIMUM.ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION.S.AFTER INITIAL GRADING, SURROUND THE PROPOSED INFILTRATION BASIN WITH SILT FENCE TOPREVENT THE BASIN FROM CLOGGING.SEQUENCE OF CONSTRUCTION :1.INSTALL STABILIZED CONSTRUCTION ENTRANCE.2.PREPARE TEMPORARY PARKING AND STORAGE AREA.3.CONSTRUCT THE SILT FENCES AND EROSION CONTROL LOGS ON THE SITE.4.INTALL INLET PROTECTION DEVICES ON EXISTING INLETS.5.BEGIN DEMOLISHING EXISTING SITE FEATURES6.CLEAR AND GRUB THE SITE.7.BEGIN GRADING THE SITE.8.AS CONSTRUCTION PROGRESSES, INSTALL ROCK CHECK DAMS IN NEW GRADED CHANNEL.9.START CONSTRUCTION OF BUILDING PAD AND STRUCTURES.10.TEMPORARILY SEED DENUDED AREAS.11.AS CONSTRUCTION PROGRESSES, REMOVE INLET PROTECTION ON EAST SIDE OF BUILDING.12.INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS.13.INSTALL INLET PROTECTION DEVICES ON NEW INLETS AND CURB CUTS. RETROFIT INLETPROTECTION DEVICES ON EXISTING INLETS THAT ARE AFFECTED BY THIS PROJECT..14.PREPARE SITE FOR PAVING.15.PAVE SITE.16.COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING.17.COMPLETE THE CONSTRUCTION OF THE BIORETENTION POND INCLUDING THE FILTERMEDIA18.REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE ISSTABILIZED).I hereby certify that this plan, specification, or report was prepared by meor under my direct supervision and that I am a duly Licensed ProfessionalEngineer under the laws of the state of MinnesotaBrent L. MasseyProfessional EngineerRegistration Number: 44468Date:SOIL TYPE LEGEND411AWAUKEGAN SILT LOAM - 0 TO 1 PERCENT SLOPES411BWAUKEGAN SILT LOAM - 1 TO 6 PERCENT SLOPESGENERAL EROSION NOTES CONT'D1.INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNSOF UNDERMINING, OR SHALL BE REPLACED IF THEY SHOW SIGNS OF DETERIORATION.2.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED.AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED.3.SILT FENCES AND EROSION CONTROL LOGS SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IFDAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES AND EROSION CONTROL LOGSWHEN IT REACHES ONE-THIRD TO ONE-HALF THE HEIGHT OF THE SILT FENCE AND EROSIONCONTROL LOG.4.THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENTTRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOPDRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND.5.THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FORPARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARYPARKING AS CONDITIONS DEMAND.6.IF THE GRAVEL STONES IN THE GRAVEL INLET SEDIMENT FILTERS AND ROCK CHECK DAMS BECOMECLOGGED WITH SEDIMENT, THE STONES MUST BE PULLED AWAY, CLEANED, AND REPLACED.7.DAILY STREET SWEEPING IS REQUIRED DURING HAULING ACTIVITEIES AND AT THE REQUEST OF THECITY OF APPLE VALLEYMAINTENANCEALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORMWATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONALCONDITION UNTIL FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATIONCONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE EVERY SEVENCALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A RAINFALL EVENT, AND SHOULD BECLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING:NOTE TO CONTRACTOR:THE CONTRACTOR MUST OBTAIN A CITY OF APPLE VALLEY NATURAL RESOURCE MANAGEMENTPERMIT (NRMP) PRIOR TO CONSTRUCTION, INCLUDING ANY FEES NECESSARY TO OBTAIN THISPERMIT.12/18/2018
INITIAL DATEDPORPMDESDRW Engineering Associates, Inc.CEI PROJECT NO.C4.1REV-112/18/18EROSION CONTROL NOTESFAX (479)273-0844(479)273-9472Bentonville, AR 727123108 S.W. REGENCY PARKWAY, SUITE 2JTAJTABLMBLM12/18/183070915200 CEDAR AVE. SMNAPPLE VALLEYPANERA BREADNPDES CONSTRUCTION ACTIVITY REQUIREMENTS (CONT.)NPDES CONSTRUCTION ACTIVITY REQUIREMENTS1.4PERFORMANCE REQUIREMENTSA.FOLLOW STANDARDS FOR INSPECTION AND MAINTENANCE OF BEST MANAGEMENT PRACTICES (BMPS), ASIDENTIFIED IN THE MPCA EROSION AND SEDIMENTATION CONTROL MANUAL.B.FOLLOW ALL PERMIT REQUIREMENTS, THE PROJECT-SPECIFIC STORM WATER POLLUTION PREVENTIONPLAN (SWPPP).C.PROVIDE AT LEAST ONE CERTIFIED INSTALLER FOR EACH CONTRACTOR OR SUBCONTRACTOR TO OVERSEEALL INSTALLATION AND MAINTENANCE OF BMPS AND IMPLEMENTATION OF THE SWPPP. IN ADDITION,PROVIDE AT LEAST ONE CERTIFIED INDIVIDUAL TO CONDUCT INSPECTION AND MAINTENANCE OF ALLEROSION PREVENTION AND SEDIMENT CONTROL BMPS IN ACCORDANCE WITH THE REQUIREMENTS OFTHE PERMIT. EVIDENCE OF CERTIFICATION OF EACH INDIVIDUAL SHALL BE FURNISHED BY THECONTRACTOR AT THE PRECONSTRUCTION MEETING.D.DO NOT BEGIN CLEARING, GRADING, OR OTHER WORK INVOLVING DISTURBANCE OF GROUND SURFACECOVER UNTIL APPLICABLE PERMITS HAVE BEEN OBTAINED. OBTAIN CONSTRUCTION STORMWATER PERMITFROM THE MPCA.E.INSTALL ALL TEMPORARY AND PERMANENT BMPS AT THE PROJECT SITE AS IDENTIFIED BY THE SWPPP,AND AS DETAILED BY DETAIL SHEETS. MAINTAIN BMPS AT THE PROJECT SITE TO CONTROL STORMWATER,PREVENT ON-SITE AND OFF-SITE SOIL EROSION, TO MINIMIZE ON-SITE AND OFF-SITE SEDIMENTATION,AND TO MINIMIZE SOIL COMPACTION AND DEVEGETATION. ADDITIONAL BMPS MAY BE NECESSARY TOACHIEVE PERMIT COMPLIANCE OR THE PROVISIONS OF THIS PART, WHICH SHALL BE TAKEN AT NO COSTTO THE OWNER.a.TIMING. INSTALL BMPS IDENTIFIED IN THE SWPPP PRIOR TO DISTURBANCE OF SURFACE COVER ANDBEFORE PRECIPITATION OCCURS. FOLLOW PROJECT PHASING INDICATED IN SWPPP.b.MAINTENANCE. MAINTAIN TEMPORARY PREVENTIVE MEASURES UNTIL PERMANENT MEASURESHAVE BEEN ESTABLISHED TO 90%. PERMIT TERMINATION MAY BE REQUESTED AFTER 70%VEGETATIVE COVER ACROSS THE ENTIRE PROJECT SITE HAS BEEN ESTABLISHED.c.TEMPORARY SEDIMENT BASINS AND TRAPS. IN THE EVENT THAT TEMPORARY SEDIMENTATIONBASINS WILL BE USED OR REQUIRED, CONSTRUCT BASINS CONCURRENTLY WITH THE START OF SOILDISTURBING ACTIVITIES. DIRECT STORMWATER RUNOFF FROM LOCALIZED WATERSHEDS INTO THEBASINS. MULCH, SEED, OR BOTH, THE EXPOSED SIDE SLOPES OF THE BASINS AS SOON AS POSSIBLE,BUT WITHIN 14 DAYS AT THE LONGEST.d.CONSTRUCTION SITE VEHICLE ENTRY/EXIT. PRIOR TO BEGINNING WORK, INSTALL TEMPORARYCONSTRUCTION EXIT(S) AT EACH POINT WHERE VEHICLES EXIT THE CONSTRUCTION SITE. USE AROCK CONSTRUCTION EXIT (SEE PLANS FOR DETAIL).e.PRIOR TO BEGINNING WORK, COMPLETE THE FOLLOWING:i.CONTROL DRAINAGE AND EROSION ON THE SITE, AND MARK OR OTHERWISE DELINEATE AREAS ONTHE SITE NOT TO BE DISTURBED.ii.ESTABLISH SITE LOCATION OF ANY PORTABLE TOILET, FUELING AREA, SPILL KIT LOCATION, CONCRETEWASHOUT AREA, HAZARDOUS MATERIAL HANDLING AREA, LITTER CONTROL DEVICE AREA, STAGINGAREA, STOCKPILING AREA AND OTHER SWPP-DESIGNATED AREAS.iii.ESTABLISH TRAFFIC FLOW AND PATTERNS, INCLUDING HAUL ROADS, TO MINIMIZE SOILDISTURBANCE, TRACKING, COMPACTION, AND TO PRESERVE NATIVE AND EXISTING VEGETATION.E.MARK/STAKE AND MAINTAIN SENSITIVE AREAS DELINEATED ON THE SWPPP TO PREVENT DISTURBANCE,COMPACTION, EROSION AND SEDIMENTATION OF SENSITIVE AREAS. USE MEASURES SUCH AS HANDCLEARING AND GRUBBING, LIMITING BARE SOIL EXPOSURE TIME, EXPEDITING CONSTRUCTION ACTIVITIES,AND IMMEDIATELY ESTABLISHING FINAL VEGETATION TO MINIMIZE SEDIMENT LOSS POTENTIAL IN THESEAREAS. INSPECT MARKED/STAKED AREAS AT EACH INSPECTION TO ENSURE AREAS ARE BEING PROTECTEDFROM SEDIMENTATION AND SEDIMENT LOSS. ADDITIONAL MEASURES TO PREVENT FOULING OFPERMANENT STORMWATER BMPS MAY BE NECESSARY, AND SHOULD BE IMPLEMENTED TO MAINTAINDESIGN OPERABILITY AT PROJECT TURNOVER.F.MAINTAIN PRECIPITATION RECORDS ONSITE FOR USE IN DETERMINING APPLICABLE PRECIPITATIONEVENTS. USE ONE OF THE FOLLOWING ONLINE SOURCES (WHICH MAINTAINS AN ELECTRONIC RECORD OFEVENTS) OR INSTALL AN ONSITE RAIN GAUGE AND KEEP A DAILY WEATHER LOG ONSITE. INDICATE THESOURCE OF THE WEATHER DATA IN THE SWPPP MATERIALS.G.COMPLETE PERIODIC REQUIRED STORMWATER INSPECTIONS AS IDENTIFIED BY THE PERMIT (WEEKLYROUTINE INSPECTIONS AND PRECIPITATION EVENTS). INSPECTIONS SHALL CONTINUE PERIODICALLY UNTILTERMINATION OF PERMIT AS DESCRIBED BY PART 1.5(H). MAINTAIN INSPECTION RECORDS ONSITE ANDPROVIDE AS REQUESTED.H.MAKE CORRECTIVE ACTIONS TO FINDINGS OF PERIODIC INSPECTIONS, AS SELF-IDENTIFIED ON PERIODICINSPECTIONS, OR AS IDENTIFIED BY REGULATOR INSPECTIONS WITHIN 24 HOURS OF DISCOVERY/NOTICE.MAINTAIN CORRECTIVE ACTION RECORDS ONSITE AND PROVIDE AS REQUESTED BY REGULATORY STAFF.I.UPDATE SWPPP AS OFTEN AS NEEDED TO REFLECT REAL-TIME SITE CONDITIONS AND BMPS CURRENTLY INPLACE. UPDATE LOCATIONS OF SOLID WASTE CONTAINERS, ON-SITE FUELING AND CONCRETE WASHINGAS CONDITIONS AT THE SITE CHANGE. THE UPDATED SWPPP SHALL BE POSTED AT THE PROJECT SITE ANDBE MADE AVAILABLE UPON REQUEST TO REGULATOR STAFF.J.STORM WATER RUNOFF: CONTROL INCREASED STORM WATER RUNOFF DUE TO DISTURBANCE OFSURFACE COVER DUE TO CONSTRUCTION ACTIVITIES FOR THIS PROJECT.1.PREVENT RUNOFF INTO PROJECT AND ADJACENT STORM AND SANITARY SEWER SYSTEMS, INCLUDINGOPEN DRAINAGE CHANNELS, IN EXCESS OF ACTUAL CAPACITY OR AMOUNT ALLOWED BY AUTHORITIESHAVING JURISDICTION, WHICHEVER IS LESS.2.ANY STORM WATER DISCHARGE FROM DISTURBED AREAS MUST BE VISIBLY FREE OF SEDIMENT ANDONLY CONTAIN STORMWATER OR OTHER PERMIT-AUTHORIZED DISCHARGES. TURBID ORSEDIMENT-LADEN WATER MUST BE TREATED PRIOR TO DISCHARGE (SEE PART 1.4(L)(5) FOR DETAILS).3.INLET PROTECTION REMOVED IN ACCORDANCE WITH THE PERMIT FOR THE PURPOSES OF PUBLICSAFETY MUST BE REINSTALLED AS SOON AS FEASIBLE AFTER CONCLUSION OF THE EVENT INITIATINGREMOVAL.4.STORMWATER AND OTHER DISCHARGES FROM THE SITE MAY NOT BE DISCHARGED TO THE SANITARYSEWER.K.EROSION ON SITE: MINIMIZE WIND, WATER, AND VEHICULAR EROSION OF SOIL ON PROJECT SITE DUE TOCONSTRUCTION ACTIVITIES FOR THIS PROJECT.1.CONTROL MOVEMENT OF SEDIMENT AND SOIL FROM TEMPORARY STOCKPILES OF SOIL.a.STOCKPILES SHALL NOT BE PLACED IN NATURAL BUFFERS OR SURFACE WATERS UNLESS THERE IS ABYPASS IN PLACE. STOCKPILES SHALL BE STABILIZED WITH TEMPORARY BMPS BY THE END OF THEWORK DAY OR SHIFT DURING WHICH IT WAS CREATED.b.UNLESS INFEASIBLE OR OTHERWISE PROJECT-SPECIFIED, TOPSOIL SHALL BE PRESERVED FOR SITERESTORATION AND REVEGETATION PURPOSES, AND SHALL BE PROTECTED FROM WIND OR WATEREROSION AS DESCRIBED ABOVE.c.STOCKPILES TRANSPORTED OFF-SITE SHALL BE COVERED TO PREVENT WIND EROSION AND OFF-SITEDEPOSITION.2.CONTROL AND MINIMIZE TRAFFIC AND TRAFFIC PATHS THROUGHOUT PROJECT SITE TO MINIMIZETRACKING, DISTURBANCE AND COMPACTION. PREVENT DEVELOPMENT OF RUTS DUE TO EQUIPMENTAND VEHICULAR TRAFFIC.3.IMMEDIATELY STABILIZE AREAS WHEN CONSTRUCTION ACTIVITY IN AN AREA HAS TEMPORARILYCEASED OR ENDED AND WILL NOT RESUME FOR AT LEAST 14 CALENDAR DAYS.4. IF EROSION, COMPACTION OR DEVEGETATION OCCURS DUE TO NON-COMPLIANCE WITH THESEREQUIREMENTS, RESTORE IMPACTED AREAS AT NO COST TO OWNER.L.EROSION OFF SITE: PREVENT EROSION OF SOIL AND DEPOSITION OF SEDIMENT ON OTHER PROPERTIESCAUSED BY WATER OR SOILS LEAVING THE PROJECT SITE DUE TO CONSTRUCTION ACTIVITIES FOR THISPROJECT.1. PREVENT WINDBLOWN SOIL FROM LEAVING THE PROJECT SITE. SOILS TRANSPORTED OFF-SITE SHALLBE COVERED TO PREVENT WIND EROSION AND OFF-SITE DEPOSITION. ACTIVITIES SUCH AS GRINDING,SANDING, CUTTING AND BLASTING SHALL BE CONDUCTED IN A MANNER SO AS TO MINIMIZE FUGITIVEDUST, AND TO MINIMIZE ACCUMULATION ON SOILS TO BE VEGETATED, AND AREAS (EG. CURBCUTOUTS) THAT MAY BE A CONDUIT OF STORMWATER.2.PREVENT TRACKING OF MUD ONTO PUBLIC ROADS OUTSIDE SITE. IF INSTALLATION AND MAINTENANCEOF SWPPP-IDENTIFIED BMPS IS NOT SUFFICIENT TO PREVENT TRACKING, ADDITIONAL PREVENTIVEMEASURES SHALL BE IMPLEMENTED AT NO COST TO THE OWNER.3.STREET SWEEPING. SWEEP OR OTHERWISE REMOVE ALL SOIL AND SEDIMENT TRACKED OR OTHERWISEDEPOSITED ON PUBLIC OR PRIVATE PAVED AREAS ON A DAILY BASIS. USE MECHANICAL METHODS TOREMOVE SOLIDS FIRST, FOLLOWED BY WET METHODS, ONLY AS NEEDED.4.PREVENT MUD AND SEDIMENT FROM FLOWING ONTO SIDEWALKS AND PAVEMENTS.5.DISCHARGES WITHIN OR FROM THE PROJECT SITE SHALL MEET THE FOLLOWING REQUIREMENTS.a.WATER DISCHARGED FROM THE PROJECT SITE MUST BE COMPRISED SOLELY OF STORMWATER, ANDBE VISIBLY FREE OF SEDIMENT AND FLOATING SOLIDS. OTHER DISCHARGES REQUIRE SEPARATEPERMITTING AUTHORITY.b. UNLESS INFEASIBLE DUE TO LACK OF PERVIOUS OR VEGETATED AREA, DISCHARGES SHALL BE MADETO VEGETATED AREAS, AND WITH ENERGY DISSIPATION IN PLACE TO PREVENT EROSION.DISCHARGES FROM THE PROJECT SITE TO THE SANITARY SEWER REQUIRE PRIOR APPROVAL BY THESEWERING AUTHORITY.c. WATER DISCHARGED MUST NOT CAUSE NUISANCE CONDITIONS, EROSION IN RECEIVING CHANNELSOR DOWNSLOPE PROPERTIES, OR INUNDATION OF WETLANDS.6.IF OFF-SITE IMPACTS OCCUR DUE TO NON-COMPLIANCE WITH THESE REQUIREMENTS, RESTOREIMPACTED AREAS AT NO COST TO OWNER.NPDES CONSTRUCTION ACTIVITY REQUIREMENTS (CONT.)M.SEDIMENTATION OF WATERWAYS: PREVENT MIGRATION OF SEDIMENT FROM PROJECT SITE TO WATERWAYSON-SITE OR OFF-SITE, INCLUDING RIVERS, STREAMS, LAKES, PONDS, OPEN DRAINAGE WAYS, STORM SEWERS,AND SANITARY SEWERS.1.PROJECT AREAS ADJACENT TO OR FLOWING DIRECTLY TO WATERS OF THE STATE HAVE ADDITIONALPERMIT-REQUIRED MANAGEMENT STANDARDS, WHICH INCLUDE SETBACKS, ENHANCED BMPS, ANDREQUIREMENTS FOR RAPID STABILIZATION METHODS. CONSULT THE SWPPP FOR SPECIFIC PROVISIONS TO BEFOLLOWED AT THE PROJECT SITE. IF INSTALLATION AND MAINTENANCE OF SWPPP-IDENTIFIED BMPS IS NOTSUFFICIENT TO PREVENT SEDIMENTATION, ADDITIONAL PREVENTIVE OR PROTECTIVE MEASURES SHALL BEIMPLEMENTED AT NO COST TO THE OWNER.2. IF SEDIMENTATION OCCURS, INSTALL OR CORRECT PREVENTIVE MEASURES IMMEDIATELY AT NO COST TOOWNER. CORRECTIVE MEASURES INCLUDE REMOVAL OF DEPOSITED SEDIMENTS FROM WATERS OF THESTATE. PRIOR TO REMOVAL OF SEDIMENT FROM WATERWAYS, OBTAIN APPROVAL, AND ANY NECESSARYPERMITS; COMPLY WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION.3.IF SEDIMENT BASINS OR DEVICES ARE USED AS TEMPORARY PREVENTIVE MEASURES, PUMP DRY ANDREMOVE DEPOSITED SEDIMENT AFTER EACH STORM.4.DISCHARGES WITHIN OR FROM THE PROJECT SITE SHALL MEET THE FOLLOWING REQUIREMENTS.a.WATER DISCHARGED FROM THE PROJECT SITE MUST BE COMPRISED SOLELY OF STORMWATER, AND BEVISIBLY FREE OF SEDIMENT AND FLOATING SOLIDS. OTHER DISCHARGES REQUIRE SEPARATE PERMITTINGAUTHORITY.b.UNLESS INFEASIBLE DUE TO LACK OF PERVIOUS OR VEGETATED AREA, DISCHARGES SHALL BE MADE TOVEGETATED AREAS, AND WITH ENERGY DISSIPATION IN PLACE TO PREVENT EROSION. DISCHARGES FROMTHE PROJECT SITE TO THE SANITARY SEWER REQUIRE PRIOR APPROVAL BY THE SEWERING AUTHORITY.a.WATER DISCHARGED MUST NOT CAUSE NUISANCE CONDITIONS, EROSION IN RECEIVING CHANNELS ORDOWNSLOPE PROPERTIES, OR INUNDATION OF WETLANDS.5.IF ON-SITE OR OFF-SITE IMPACTS OCCUR DUE TO NON-COMPLIANCE WITH THESE REQUIREMENTS, RESTOREIMPACTED AREAS AT NO COST TO OWNER.N.OPEN WATER: PREVENT STANDING WATER THAT COULD BECOME STAGNANT. O.POLLUTION PREVENTION MEASURES: PREVENT CONTAMINATION OF STORMWATER FROM ON-SITE MATERIALSAND WASTES. ACTIVITIES OCCURRING AT A SEPARATE AREA (STAGING) IN CONJUNCTION WITH THE PROJECTARE SUBJECT TO THE PROVISIONS IN THIS PART.1.ANY PRODUCT OR WASTE WITH THE POTENTIAL TO CONTAMINATE STORMWATER MUST BE STORED INSIDEOR UNDER COVER IN SWPPP DESIGNATED AREAS ONLY. ITEMS MUST BE STORED IN A CLOSED, LABELEDCONTAINER AND IN A MANNER TO PREVENT RELEASES THROUGH VANDALISM, THEFT, ACCIDENT OROTHERWISE. ITEMS INCLUDED IN THIS PROVISION INCLUDE, BUT IS NOT LIMITED TO: BUILDING MATERIALS,PESTICIDES, TREATMENT CHEMICALS AND BY-PRODUCTS, LANDSCAPE MATERIALS, FUELS, OILS AND LUBES,PAINTS, PAINT WASTE AND OTHER HAZARDOUS WASTES. STORAGE LOCATIONS SHALL BE INDICATED ON THESWPPP, AND BE UPDATED AS NECESSARY TO REFLECT SITE CONDITIONS.2.LITTER AND SOLID WASTE AT THE SITE MUST BE CONTROLLED TO PREVENT RELEASE FROM THE PROJECT SITEAND BE COVERED, EXCEPT WHEN ADDING OR REMOVING WASTE. LITTER AND WASTES MAY NOT BE BURIEDOR OTHERWISE DISPOSED AT THE PROJECT SITE. SOLID WASTE MUST BE COLLECTED AND DISPOSED OFF-SITEIN A MANNER CONSISTENT WITH LOCAL AND STATE SOLID WASTE RULES. SOLID WASTE STORAGELOCATIONS SHALL BE INDICATED ON THE SWPPP, AND BE UPDATED AS NECESSARY TO REFLECT SITECONDITIONS.3.ON-SITE FUELING SHALL BE CONDUCTED IN SWPPP DESIGNATED AREAS ONLY, AND SHALL HAVE SECONDARYCONTAINMENT IN PLACE TO PREVENT FUEL RELEASES. IN SITUATIONS WHERE PERMANENT CONTAINMENT ISNOT FEASIBLE, RUBBERIZED CONTAINERS SUITABLE FOR USE UNDER EQUIPMENT DURING FUELINGOPERATIONS IS ACCEPTABLE. FUELING LOCATIONS SHALL BE INDICATED ON THE SWPPP, AND BE UPDATEDAS NECESSARY TO REFLECT SITE CONDITIONS.4.A SPILL KIT CONTAINING MATERIALS APPROPRIATE TO PROJECT-SPECIFIC POLLUTANTS AND QUANTITIESSHALL BE LOCATED ON THE PROJECT SITE, AND ITS LOCATION SHALL BE INDICATED ON THE SWPPP.5.PORTABLE TOILETS MUST BE POSITIONED SO THAT THEY ARE SECURE, AND WILL NOT BE TIPPED OR KNOCKEDOVER. SANITARY WASTE MUST BE DISPOSED IN A MANNER CONSISTENT WITH LOCAL AND STATE RULES.6.VEHICLE AND EQUIPMENT WASHING IS PROHIBITED AT THE PROJECT SITE, INCLUDING BUT NOT LIMITED TOTHE STAGING AREA.7.CONCRETE WASH-OUT WASTE SHALL EITHER BE COLLECTED AND MANAGED OFF-SITE, OR MANAGED ON-SITEIN A SWPPP-DESIGNATED CONCRETE WASHOUT AREA. MATERIALS IN OR DESTINED FOR THE WASHOUTAREA SHALL NOT CONTACT THE GROUND, NOR SHALL WATER OR OTHER LIQUID DISCHARGE FROM THECONTAINMENT STRUCTURE. WASTES COLLECTED MUST BE DISPOSED OF OFF-SITE IN A MANNERCONSISTENT WITH LOCAL AND STATE SOLID WASTE RULES. WASHOUT AREAS SHALL BE INDICATED ON THESWPPP, AND BE UPDATED AS NECESSARY TO REFLECT SITE CONDITIONS; WASHOUT AREAS SHALL BE SIGNEDAT THE PROJECT SITE. IN CASES WHERE AN ON-SITE BATCH CONCRETE OR ASPHALT PLANT IS USED, A PLANFOR THE MANAGEMENT OF FUGITIVE DUST, STOCKPILING, WASTEWATER, SOLID WASTE, NOISE, TRAFFIC,LOCATION AND OTHER PHYSICAL CONSIDERATIONS SHALL BE SUBMITTED.8.USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT DISCHARGE OR PLACEMENT OF BITUMINOUSGRINDINGS, CUTTINGS, MILLINGS, AND OTHER BITUMINOUS WASTES FROM AREAS OF EXISTING OR FUTUREVEGETATED SOILS AND FROM ALL WATER CONVEYANCE SYSTEMS, INCLUDING INLETS, DITCHES AND CURBFLOW LINES.9.USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT CONCRETE DUST, PARTICLES, CONCRETEWASH OUT, AND OTHER CONCRETE WASTES FROM LEAVING THE PROJECT SITE, DEPOSITING IN EXISTING ORFUTURE VEGETATED AREAS, AND FROM ENTERING STORMWATER CONVEYANCE SYSTEMS, INCLUDINGINLETS, DITCHES AND CURB FLOW LINES. USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENTSAW CUT SLURRY AND PLANNING WASTE FROM LEAVING THE PROJECT SITE AND FROM ENTERINGSTORMWATER CONVEYANCE SYSTEMS INCLUDING DITCHES AND CULVERTS.10.IF ON-SITE OR OFF-SITE IMPACTS OCCUR DUE TO NON-COMPLIANCE WITH THESE REQUIREMENTS, RESTOREIMPACTED AREAS AT NO COST TO OWNER.P. ESTABLISH FINAL STABILIZATION: RESTORE THE PROJECT SITE TO PERMIT-REQUIRED VEGETATIVE CONDITIONSAND INITIATE PERMIT TERMINATION PROCESS.1.COMPLETE SOIL DISTURBING ACTIVITIES AND RESTORE SITE TO A UNIFORM PERENNIAL VEGETATIVE COVERWITH A DENSITY OF 70%, OR OTHER EQUIVALENT MEASURES, TO PREVENT SOIL FAILURE UNDER EROSIVECONDITIONS.2.TEMPORARY BMPS SHALL BE REMOVED, UNLESS SPECIFICALLY APPROVED.3.PERMANENT BMPS SHALL BE FULLY INSTALLED AND VERIFIED TO BE OPERATING AS DESIGNED. ANY BASINSOR OTHER PERMANENT BMPS ALSO USED AS TEMPORARY BMPS DURING THE CONSTRUCTION PHASE, MUSTBE CLEANED OF ACCUMULATED SEDIMENT.4.NOTE THAT COMPLIANCE INSPECTIONS, IN ACCORDANCE WITH THE PROVISIONS OF THE PERMIT, MUSTCONTINUE TO BE COMPLETED UNTIL THE PERMIT IS TERMINATED.5.GROWING SEASONS. COMMENCEMENT OF WORK IN RELATIONSHIP TO GROWING SEASONS AND FINALSTABILIZATION EFFORTS MAY IMPACT THE CONTRACTOR'S SELECTION OF BMPS FOR FINAL STABILIZATION.THAT IS, SEEDING OR HYDRO-SEEDING OF SITES IN THE FALL DO NOT CONSTITUTE FINAL STABILIZATION ANDWILL DELAY THE ABILITY TO CEASE INSPECTIONS AND/OR TERMINATE THE PERMIT.1.5SUBMITTALSA.SEE DIVISION 01 FOR SUBMITTAL PROCEDURES.B.CERTIFICATE: MILL CERTIFICATE FOR SILT FENCE FABRIC ATTESTING THAT FABRIC AND FACTORY SEAMS COMPLYWITH SPECIFIED REQUIREMENTS AND SIGNED BY LEGALLY AUTHORIZED OFFICIAL OF MANUFACTURER; INDICATEACTUAL MINIMUM AVERAGE ROLL VALUES; IDENTIFY FABRIC BY ROLL IDENTIFICATION NUMBERS.C.STORMWATER POLLUTION PREVENTION PLAN (SWPPP), PREPARED AS SPECIFIED ABOVE.D.STORMWATER PERMIT APPLICATION PROCEDURE.1.EVIDENCE OF CERTIFICATION OF INDIVIDUALS SPECIFIED BY PART 1.4(C) SHALL BE FURNISHED BY THECONTRACTOR AT THE PRECONSTRUCTION MEETING.2.CONTRACTOR COMPLETES A HARD-COPY VERSION OF THE MPCA CONSTRUCTION STORMWATER PERMITAPPLICATION FORM.F.INSPECTION REPORTS. INSPECTIONS SHALL BE COMPLETED, AND SHALL BE MAINTAINED ONSITE, TO BE PROVIDEDTO REGULATORY STAFF AS REQUESTED.H.STORMWATER PERMIT TERMINATION PROCEDURE. WHEN THE PROVISIONS OF PART 1.4(P) FOR FINAL STABILIZATIONHAVE BEEN MET AND A POST CONSTRUCTION INSPECTION HAS BEEN COMPLETED:1.CONTRACTOR COMPLETES A HARD-COPY VERSION OF THE MPCA NOTICE OF TERMINATIONFORM (HTTP://WWW.PCA.STATE.MN.US/INDEX.PHP/VIEW-DOCUMENT.HTML?GID=7388) AND SUBMITS FORREVIEW AND “OWNER'S SIGNATURE”.I.ON-SITE ASPHALT OR CONCRETE BATCH PLANT MANAGEMENT PLAN. AS INDICATED IN PART 1.4(O)(7), SUBMIT APLAN FOR THE MANAGEMENT OF FUGITIVE DUST, STOCKPILING, WASTEWATER, SOLID WASTE, NOISE, TRAFFIC,LOCATION AND OTHER PHYSICAL CONSIDERATIONS PRIOR TO USE OF A BATCH CONCRETE OR ASPHALT PLANT.K.MATERIALS AND PRODUCT SHOP DRAWINGS.PART 2 - PRODUCTS2.1MATERIALSA.MULCH: PER MNDOT SPECIFICATION SECTION 3733, TYPE 3.B.GRASS SEED FOR TEMPORARY COVER: SELECT A SPECIES APPROPRIATE TO CLIMATE, PLANTING SEASON, ANDINTENDED PURPOSE. IF SAME AREA WILL LATER BE PLANTED WITH PERMANENT VEGETATION, DO NOT USE SPECIESKNOWN TO BE EXCESSIVELY COMPETITIVE OR PRONE TO VOLUNTEER IN SUBSEQUENT SEASONS. MNDOT SEED MIX#100 OR #110 OR APPROVED EQUIVALENT.C.SILT FENCE FABRIC: PER MNDOT SPECIFICATION SECTION 3886 FOR STANDARD MACHINE SLICED OR HEAVY DUTYTYPE. PREASSEMBLED SILT FENCE IS NOT ALLOWED. FOLLOW MNDOT STANDARDS.D.GEOTEXTILES: PER MNDOT SPECIFICATION SECTION 3733, TYPE V. E.EROSION CONTROL BLANKETS: PER MNDOT SPECIFICATION SECTION 3885, CATEGORY 4 COCONUT FOR ALL SLOPES4:1 OR GREATER AND WITHIN ENTIRE BIOSWALE AREA, AND CATEGORY 2 STRAW 2S FOR ALL SLOPES 8:1 OR GREATER.F.EROSION STABILIZATION MATS: PER MNDOT SPECIFICATION SECTION 3888, TYPE 3 FOR SLOPE GREATER THAN 3:1AND AT PIPE OUTLETS.G.STORM DRAIN INLET PROTECTION: FILTER BAG INSERT OR APPROVED EQUIVALENT. SILT FENCE WRAPPED ONCASTING OR SILT FENCE OR STRAWBALES SURROUNDING CATCHBASIN OR MANHOLE IS GENERALLY NOT ALLOWEDAS A PRIMARY MEANS, BUT MAY BE USED FOR REDUNDANT PROTECTION. H.FILTER LOG: PER MNDOT SPECIFICATION SECTION 3897 TYPE STRAW, WOOD OR COMPOST LOG. STRAW LOGS ARECONSIDERED TO BE MARGINALLY EFFECTIVE, AND ARE ONLY TO BE USED, IF AT ALL, IN VERY LOW-FLOW, LOW-SLOPEAREAS.PART 3 - EXECUTION3.1EXAMINATIONA.EXAMINE SITE AND IDENTIFY EXISTING FEATURES THAT CONTRIBUTE TO EROSION RESISTANCE; MAINTAIN SUCHEXISTING FEATURES TO GREATEST EXTENT POSSIBLE.3.2PREPARATIONA.SCHEDULE WORK SO THAT SOIL SURFACES ARE LEFT EXPOSED FOR THE MINIMUM AMOUNT OF TIME.3.3CONSTRUCTION ACTIVITY REQUIREMENTSA.STORM WATER POLLUTION PREVENTION PLANTHE PERMITTEE(S) MUST IMPLEMENT THE SWPPP AND THE REQUIREMENTS OF THIS PART. THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMIT MUST BE SELECTED, INSTALLED, AND MAINTAINED IN AN APPROPRIATE AND FUNCTIONAL MANNER THAT IS IN ACCORDANCE WITH RELEVANT MANUFACTURERSPECIFICATIONS AND ACCEPTED ENGINEERING PRACTICES.B.EROSION PREVENTION PRACTICES1. THE PERMITTEE(S) MUST PLAN FOR AND IMPLEMENT APPROPRIATE BMPS SUCH AS CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, INSPECTION AND MAINTENANCE OF PART IV.E. AND OTHER CONSTRUCTION PRACTICES THAT MINIMIZE EROSION AS NECESSARY TO COMPLY WITH THIS PERMIT AND PROTECT WATERS OF THE STATE. THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE DELINEATED (E.G., WITH FLAGS, STAKES, SIGNS, SILT FENCE ETC.) ON THE PROJECT SITE BEFORE WORK BEGINS. THE PERMITTEE(S) MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT THAT HAVE STEEP SLOPES. FOR THOSE SLOPED AREAS WHICH MUST BE DISTURBED, THE PERMITTEE(S) MUST USE TECHNIQUES SUCH AS PHASING AND STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING).2. THE PERMITTEE(S) MUST STABILIZE ALL EXPOSED SOIL AREAS (INCLUDING STOCKPILES). STABILIZATION MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHENEVER ANY CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. FOR PUBLIC WATERS THAT THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES HAS PROMULGATED “WORKIN WATER RESTRICTIONS” DURING SPECIFIED FISH SPAWNING TIME FRAMES, ALL EXPOSED SOIL AREAS THAT ARE WITHIN 200 FEET OF THE WATER’S EDGE, AND DRAIN TO THESE WATERS MUST COMPLETE THE STABILIZATION ACTIVITIES WITHIN 24 HOURS DURING THE RESTRICTION PERIOD. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) AND THE CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES ARE EXEMPT FROM THIS REQUIREMENT BUT MUST BE IN COMPLIANCE WITH PART IV.C.5.3. IF USING STORMWATER CONVEYANCE CHANNELS ,THE PERMITTEE(S) MUST DESIGN THE CHANNELS TO ROUTE WATER AROUND UNSTABILIZED AREAS ON THE SITE AND TO REDUCE EROSION, UNLESS INFEASIBLE. THE PERMITTEE(S) MUST USE EROSION CONTROLS AND VELOCITY DISSIPATION DEVICES SUCH AS CHECK DAMS, SEDIMENT TRAPS, RIPRAP, OR GROUTED RIPRAP AT OUTLETS WITHIN AND ALONG THE LENGTH OF ANY CONSTRUCTED STORMWATER CONVEYANCE CHANNEL, AND AT ANY OUTLET, TO PROVIDE A NON‐EROSIVE FLOW VELOCITY, TO MINIMIZE EROSION OF CHANNELS AND THEIR EMBANKMENTS, OUTLETS, ADJACENT STREAM BANKS, SLOPES, AND DOWNSTREAM WATERS DURING DISCHARGE CONDITIONS3. THE PERMITTEE(S) MUST STABILIZE THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE THAT DRAINS WATER FROM ANY PORTION OF THE CONSTRUCTION SITE, OR DIVERTS WATER AROUND THE SITE, WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE INTO ANY SURFACE WATER. STABILIZATION OF THE LAST 200 LINEAL FEET MUST BE COMPLETED WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE. THE PERMITTEE(S) SHALL COMPLETE STABILIZATION OF THE REMAINING PORTIONS OF ANY TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 7 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY OR PERMANENTLY CEASED. TEMPORARY OR PERMANENT DITCHES OR SWALES THAT ARE BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURING CONSTRUCTION (WITH PROPERLY DESIGNED ROCK‐DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOT NEED TO BE STABILIZED DURING THE TEMPORARY PERIOD OF ITS USE AS A SEDIMENT CONTAINMENT SYSTEM. THESE AREAS MUST BE STABILIZED WITHIN 24 HOURS AFTER NO LONGER BEING USED AS A SEDIMENT CONTAINMENT SYSTEM. APPLYING MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICES IS NOT ACCEPTABLE STABILIZATION IN ANY PART OF A TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE. 5. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER.6. UNLESS INFEASIBLE DUE TO LACK OF PERVIOUS OR VEGETATED AREAS, THE PERMITTEE(S) MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS OF THE SITE (INCLUDING ANY NATURAL BUFFERS) IN ORDER TO INCREASE SEDIMENT REMOVAL AND MAXIMIZE STORMWATER INFILTRATION. THE PERMITTEE(S) MUST USE VELOCITY DISSIPATION DEVICES IF NECESSARY TO PREVENT EROSION WHEN DIRECTING STORMWATER TO VEGETATED AREAS. NPDES CONSTRUCTION ACTIVITY REQUIREMENTS (CONT.)C.SEDIMENT CONTROL PRACTICES1.SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMSAND STORM SEWER INLETS.2.TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS THAT ARE DESIGNED AS PART OF A TREATMENT SYSTEM REQUIRESEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS.3.DAILY STREET SWEEPING IS REQUIRED DURING HAULING ACTIVITIES AND AT THE REQUEST OF THE CITY OF COON RAPIDS.4.IF THE DOWN GRADIENT TREATMENT SYSTEM IS OVERLOADED, ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES MUST BEINSTALLED TO ELIMINATE THE OVERLOADING, AND THE SWPPP MUST BE AMENDED TO IDENTIFY THESE ADDITIONAL PRACTICES.5.IN ORDER TO MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES, THERE SHALL BE NO UNBROKEN SLOPE LENGTH OF GREATERTHAN 75 FEET FOR SLOPES WITH A GRADE OF 3:1 OR STEEPER.6.SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERIMETERS BEFORE ANY UPGRADIENT LAND DISTURBINGACTIVITIES BEGIN. THESE PRACTICES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED.7.THE TIMING OF THE INSTALLATION OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT-TERM ACTIVITIESSUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES. ANY SHORT-TERM ACTIVITY MUST BE COMPLETED AS QUICKLY AS POSSIBLEAND THE SEDIMENT CONTROL PRACTICES MUST BE INSTALLED IMMEDIATELY AFTER THE ACTIVITY IS COMPLETED. HOWEVER, SEDIMENTCONTROL PRACTICES MUST BE INSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE.8.ALL STORM DRAIN INLETS MUST BE PROTECTED BY APPROPRIATE BMPS DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FORDISCHARGING TO THE INLET HAVE BEEN STABILIZED AND FINAL INSPECTION HAS BEEN COMPLETED.9.TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS, AND CANNOT BE PLACED IN SURFACEWATERS, INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES. STOCKPILES NOTACTIVELY BEING WORKED SHALL BE STABILIZED AROUND THE ENTIRE PERIMETER; STOCKPILES BEING WORKED SHALL BE STABILIZED AT THEEND OF EACH WORK DAY. PRESERVED TOPSOIL STOCKPILES SHALL ADDITIONALLY BE COVERED.10.VEHICLE TRACKING OF SEDIMENT FROM THE CONSTRUCTION SITE MUST BE MINIMIZED BY BMPS SUCH AS STONE PADS, CONCRETE OR STEELWASH RACKS, OR EQUIVALENT SYSTEMS. STREETS MUST BE SWEPT DAILY.D.DEWATERING AND BASIN DRAINING1.DEWATERING OR BASIN DRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) RELATED TO THE CONSTRUCTIONACTIVITY THAT MAY HAVE TURBID OR SEDIMENT LADEN DISCHARGE WATER MUST BE DISCHARGED TO A TEMPORARY OR PERMANENTSEDIMENTATION BASIN ON THE PROJECT SITE WHENEVER POSSIBLE. IF THE WATER CANNOT BE DISCHARGED TO A SEDIMENTATION BASINPRIOR TO ENTERING THE SURFACE WATER, IT MUST BE TREATED WITH THE APPROPRIATE BMPS, SUCH THAT THE DISCHARGE DOES NOTADVERSELY AFFECT THE RECEIVING WATER OR DOWNSTREAM LANDOWNERS. THE CONTRACTOR MUST ENSURE THAT DISCHARGE POINTSARE ADEQUATELY PROTECTED FROM EROSION AND SCOUR. THE DISCHARGE MUST BE DISPERSED OVER NATURAL ROCK RIPRAP, SAND BAGS,PLASTIC SHEETING OR OTHER ACCEPTED ENERGY DISSIPATION MEASURES. ADEQUATE SEDIMENTATION CONTROL MEASURES ARE REQUIREDFOR DISCHARGE WATER THAT CONTAINS SUSPENDED SOLIDS.2.ALL WATER FROM DEWATERING OR BASIN DRAINING ACTIVITIES MUST BE DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCECONDITIONS, EROSION IN RECEIVING CHANNELS OR ON DOWNSLOPE PROPERTIES, OR INUNDATION IN WETLANDS CAUSING SIGNIFICANTADVERSELY IMPACT TO THE WETLAND.3.ALL PERMITS FOR DEWATERING NEED TO BE OBTAINED BY THE CONTRACTOR PRIOR TO INITIATION ANY DEWATERING PRACTICE.E.INSPECTIONS AND MAINTENANCE1.THE CONTRACTOR MUST ROUTINELY INSPECT THE CONSTRUCTION SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION ANDWITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS.2.ALL INSPECTIONS, MAINTENANCE AND CORRECTIVE ACTIONS CONDUCTED DURING CONSTRUCTION MUST BE RECORDED AND THESERECORDS MUST BE RETAINED WITH THE SWPPP.3.WHERE PARTS OF THE CONSTRUCTION SITE HAVE UNDERGONE FINAL STABILIZATION, BUT WORK REMAINS ON OTHER PARTS OF THE SITE,INSPECTIONS OF THE STABILIZED AREAS MAY BE REDUCED TO ONCE PER MONTH. WHERE WORK HAS BEEN SUSPENDED DUE TO FROZENGROUND CONDITIONS, INSPECTIONS MAY ALSO BE SUSPENDED UNTIL THAW AT THE SITE OCCURS.4.ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS MUST BE INSPECTED TO ENSUREINTEGRITY AND EFFECTIVENESS. ALL NONFUNCTIONAL BMPS MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WITH FUNCTIONAL BMPS.THE CONTRACTOR MUST INVESTIGATE AND COMPLY WITH THE FOLLOWING INSPECTION AND MAINTENANCE REQUIREMENTS:a.ALL SILT FENCES MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES1/3 OF THE HEIGHT OF THE FENCE. THESE REPAIRS MUST BE MADE WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONSALLOW ACCESS.b.TEMPORARY AND PERMANENT SEDIMENTATION BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OFSEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS.c.SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BE INSPECTED FOR EVIDENCE OF SEDIMENT BEINGDEPOSITED BY EROSION. THE CONTRACTOR MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDINGDRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS, AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS INEXPOSED SOIL. THE REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL,REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. THE CONTRACTOR SHALL USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IFPRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN CALENDAR DAYS OF OBTAINING ACCESS. THE CONTRACTORIS RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS,PRIOR TO CONDUCTING ANY WORK.d.CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING ONTO PAVEDSURFACES. TRACKED SEDIMENT MUST BE REMOVED FROM ALL OFF-SITE PAVED SURFACES, WITHIN 24 HOURS OF DISCOVERY. THECONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITYMANAGEMENT BMPS, AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THECONSTRUCTION WORK AT THE SITE. THE CONTRACTOR IS RESPONSIBLE UNTIL THE OWNER/OPERATOR, HAS ASSUMED CONTROLACCORDING TO OVER ALL AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED OR THE SITE HAS UNDERGONE FINALSTABILIZATION, AND A NOT HAS BEEN SUBMITTED TO THE MPCA IN ACCORDANCE WITH THE PROCEDURE IDENTIFIED IN PART 1.5(H).e.IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IN A MANNER AND AT AFREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS (E.G., FUGITIVE SEDIMENT IN STREETS COULD BE WASHED INTO STORM SEWERSBY THE NEXT RAIN AND/OR POSE A SAFETY HAZARD TO USERS OF PUBLIC STREETS.)5.ALL INFILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTIVITIES IS REACHINGTHE INFILTRATION/FILTRATION AREA AND THESE AREAS ARE PROTECTED FROM COMPACTION DUE TO CONSTRUCTION EQUIPMENT DRIVINGACROSS THE INFILTRATION AREA.I hereby certify that this plan, specification, or report was prepared by meor under my direct supervision and that I am a duly Licensed ProfessionalEngineer under the laws of the state of MinnesotaBrent L. MasseyProfessional EngineerRegistration Number: 44468Date:12/18/2018
INITIAL DATEDPORPMDESDRW Engineering Associates, Inc.CEI PROJECT NO.C4.2REV-112/18/18EROSION CONTROL NOTESFAX (479)273-0844(479)273-9472Bentonville, AR 727123108 S.W. REGENCY PARKWAY, SUITE 2JTAJTABLMBLM12/18/183070915200 CEDAR AVE. SMNAPPLE VALLEYPANERA BREADPROJECT DESCRIPTIONTHE PROPOSED DEVELOPMENT PROJECT CONSISTS OF DISTURBING .77 ACRES LOCATED AT 15200 CEDAR AVENUE S APPLE VALLEY, MN. PROPOSED DEVELOPMENTINCLUDES A 4,800 SF SLAB ON GRADE BUILDING, ALONG WITH ASSOCIATED SURFACE PARKING LOT, TRASH ENCLOSURE, CONCRETE CURB AND GUTTER, AND OTHERASSOCIATED UTILITIES. THIS PROPERTY IS NOT LOCATED WITHIN ANY PRESENTLY ESTABLISHED 100-YEAR FLOOD PLAIN, AS SHOWN BY THE FEDERAL EMERGENCYMANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP FOR DAKOTA COUNTY, MINNESOTA, COMMUNITY PANEL NUMBER 27037C020E, EFFECTIVE DATE: DECEMBER 2,2011.THE PROJECT SITE DOES NOT INCLUDE SITES OF HISTORIC OR ARCHEOLOGICAL SIGNIFICANCE AND DOES NOT INCLUDE ENDANGERED & THREATENED SPECIES, RARENATURAL COMMUNITIES, COLONIAL WATERBIRD NESTING SITES, MIGRATORY WATERFOWL CONCENTRATION AREAS, DEER WINTERING AREAS OR WILDLIFE CORRIDORS.THE IMPLEMENTATION AND MAINTENANCE OF THE STORM WATER POLLUTION PREVENTION PLAN WILL PROVIDE THE CONTRACTOR AND OWNER WITH THEFRAMEWORK TO REDUCE SOIL EROSION AND MINIMIZE POLLUTANTS IN THE STORM WATER DURING CONSTRUCTION OF THE SITE.THE STORM WATER POLLUTION PREVENTION PLAN WILL DEFINE THE CHARACTERISTICS OF THE SITE AND THE TYPE OF CONSTRUCTION TO OCCUR; INCLUDE A SITE PLANSHOWING THE CONSTRUCTION; DESCRIBE THE PRACTICES THAT WILL BE USED TO CONTROL EROSION AND THE RELEASE OF POLLUTANTS IN THE STORM WATER,INDICATE A SCHEDULE TO HELP ENSURE THAT THE PRACTICES INDICATED ARE IMPLEMENTED AND TO HELP EVALUATE THE EFFECTIVENESS OF THE PRACTICES INREDUCING EROSION AND POLLUTANTS DISCHARGED FROM THE SITE; AND TO DESCRIBE THE FINAL STABILIZATION MEASURES REQUIRED TO HELP MINIMIZE EROSIONAND OTHER STORM WATER IMPACTS AFTER CONSTRUCTION.STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATIONPLAN COORDINATION:THE SITE REPRESENTATIVE FOR THE OWNER, WITH THE ASSISTANCE OF THE FIELD SUPERVISOR FOR THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FORIMPLEMENTING AND MONITORING THE STORM WATER POLLUTION PREVENTION PLAN DURING CONSTRUCTION. THIS WILL INCLUDE OVERSEEING THE MAINTENANCEOF THE BMPS THAT ARE IMPLEMENTED, PROVIDE INSPECTIONS AND MONITORING OF THE BMPS, IDENTIFY AND CORRECT ANY DEFICIENCIES IN THE STORM WATERPOLLUTION PREVENTION PLAN, AND MONITOR THAT ANY CHANGES TO THE CONSTRUCTION PLANS ARE ADDRESSED BY THE STORM WATER POLLUTION PREVENTIONPLAN.PROJECT INFORMATIONSITE LOCATION:THE PROJECT SITE IS APPROXIMATELY .76 ACRES LOCATED AT 15200 CEDAR AVENUE S APPLE VALLEY, MN IN DAKOTA COUNTY.PANERA BREAD DEVELOPMENT - SITE INTRO.STORM WATER MANAGEMENT CONTROLSTEMPORARY AND PERMANENT EROSION CONTROL MEASURES:A LIST OF STABILIZATION MEASURES HAS BEEN TABULATED BELOW AND THE LOCATIONS OF THESE MEASURES ARE SHOWN ON THE ATTACHED EROSION CONTROL PLAN. THISPROJECT WILL USE A NUMBER OF BMP'S TO HELP CONTROL EROSION AND SEDIMENT. THOSE MEASURES INCLUDE:IPTEMPORARY INLET PROTECTIONSFTEMPORARY SILT FENCECETEMPORARY STONE CONSTRUCTION ENTRANCEELEROSION CONTROL LOGCDCHECK DAMSFITEMPORARY SILT FENCE INLET PROTECTIONDETAILS FOR THESE CAN BE FOUND ON THE DETAIL SHEETS.THE FOLLOW TABLE PROVIDES A SCHEDULE FOR STABILIZING DISTURBED AREAS DURING CONSTRUCTION:DISTURBED AREA WORKING DAYS TO STABILIZE3 TO1 AND STEEPER SLOPES 7 DAYSSLOPES FLATTER THAN 3 TO 1 7 DAYSALL DITCHES, WITHIN 200' OF OUTLET 1 DAYALL OUTLETS 1 DAYALL INLETS 1 DAYTEMPORARY SEDIMENT BASINS AND TRAPS 1 DAYSOIL STOCKPILES 7 DAYSSEE THE LANDSCAPE PLAN FOR FINAL PLANT AND TURF COVERAGE OF THE SITE IF APPLICABLE.CONSTRUCTION TYPE:THE PROPOSED DEVELOPMENT PROJECT CONSISTS OF DISTURBING .77 ACRES LOCATED AT 15200 CEDAR AVENUE S APPLE VALLEY, MN.PROPOSED DEVELOPMENT INCLUDES 4,800 SF SLAB ON GRADE BUILDING, ALONG WITH ASSOCIATED SURFACE PARKING LOT, TRASH ENCLOSURE, CONCRETE CURB AND GUTTER, ANDOTHER ASSOCIATED UTILITIES..SITE GRADING AND UTILITY CONSTRUCTION IS ANTICIPATED TO BEGIN IN THE SPRING OF 2019 WITH COMPLETION OF THE SITE IN SUMMER 2019.EXISTING DRAINAGE/SOIL CONDITIONS: RUNOFF IS CAPTURED IN A STORM SEWER SYSTEM AND ROUTED TO AN UNNAMED POND IN THE EXISTING CONDITION. THIS WILL REMAINUNCHANGED IN THE PROPOSED CONDITION.SEE GEOTECHNICAL REPORT BY BRAUN INTERTEC, DATED AUGUST 23, 2018SITE WIDE CONTROL MEASURES TO PREVENT EROSION SEDIMENTS FROM LEAVING THE SITE, THE FOLLOWING BMPS WILL BE USED:1.SILT FENCE / EROSION LOGS. TO BE MACHINE OR HAND INSTALLED ALONG THE PERIMETER OF AREAS TO BE GRADED BEFORE GRADING BEGINS. ADDITIONAL PERIMETER CONTROLSSHOULD BE KEPT ON-SITE FOR REPAIRS, REPLACEMENT OR PROTECTION OF ADDITIONAL AREAS. SILT FENCE OR EROSION LOGS SHALL BE INSPECTED ONCE A WEEK ANDWITHIN 24 HOURS OF ANY ½” RAIN EVENT. SEDIMENT REMOVAL REQUIRED WHEN SEDIMENTS REACH 1/3 THE HEIGHT OF THE BMP. BMPS CAN BE REMOVED WHEN VEGETATIONFOR FINAL STABILIZATION HAS BEEN ADEQUATELY ESTABLISHED (70%).2.ALL EXPOSED AREAS WITHIN 200 FEET OF A SURFACE WATER MUST BE STABILIZED NO LATER THAN 7 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HASTEMPORARILY OR PERMANENTLY CEASED.3.AFTER ALL AREAS ARE FINAL GRADED, THE ENTIRE SITE SHALL BE SEEDED AND FERTILIZED. SLOPES WITH GRADES GREATER THAN 3 TO 1, OR WHERE CONCENTRATED FLOWS WILLOCCUR EROSION CONTROL BLANKETS AND FIBER LOGS SHALL BE INSTALLED (MAXIMUM SPACING 75 FEET).4.AREAS FLOWING INTO THE STORM WATER CONVEYANCE SYSTEM WILL BE STABILIZED THE DAY THE STRUCTURES ARE INSTALLED. CATCH BASIN SEDIMENT BAGS WILL BE INSTALLEDTHE SAME DAY AND LEFT IN PLACE UNTIL THE PROJECT IS COMPLETED. SEDIMENTS SHALL BE REMOVED AND DISPOSED OF WHEN ½ THE CAPACITY IS REACHED.5.TOPSOIL STOCKPILES WILL BE STABILIZED WITH TEMPORARY SEED, MULCH AND FERTILIZER WITHIN 7 DAYS FROM THE LAST CONSTRUCTION ACTIVITY THAT CREATED THE STOCKPILE.6.DUST WILL BE CONTROLLED BY WATER APPLICATION AND/OR SWEEPING AS NEEDED.7.VEGETATIVE BUFFERS WILL BE MAINTAINED AT THE PERIMETER OF THE SITE.8.GRADING OPERATIONS SHOULD INCORPORATE HORIZONTAL SLOPE TRACKING WHEN POSSIBLE TO HELP REDUCE EROSION.9.CONSTRUCTION ENTRANCE WITH 3” COURSE AGGREGATE OVER GEOFABRIC FABRIC.10.ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK-PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER. ACOMPACTED CLAY LINER THAT DOES NOT ALLOW WASHOUT LIQUIDS TO ENTER GROUND WATER IS CONSIDERED AN IMPERMEABLE LINER.11.CONSTRUCTION PRACTICES TO MINIMIZE STORM WATER CONTAMINATION:12.ALL NON-HAZARDOUS WASTE MATERIALS WILL BE COLLECTED AND STORED IN A SECURE LOCATION, PREFERABLY A LOCKABLE METAL DUMPSTER, AT THE END OF EACH DAY. ALLTRASH AND CONSTRUCTION DEBRIS SHOULD BE DEPOSITED IN THE DUMPSTER AT THE END OF EACH DAY AND WILL BE EMPTIED AS NECESSARY. NO CONSTRUCTION MATERIALSSHALL BE BURIED ON-SITE. A LICENSED SANITARY WASTE MANAGEMENT COMPANY WILL COLLECT ALL SANITARY WASTE FROM PORTABLE UNITS. GOOD HOUSEKEEPING AND SPILLCONTROL PRACTICES SHOULD BE FOLLOWED TO MINIMIZE STORM WATER CONTAMINATION.NPDES CONSTRUCTION ACTIVITY REQUIREMENTS (CONT.)F.POLLUTION PREVENTION MANAGEMENT MEASURESTHE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING POLLUTION PREVENTION MANAGEMENT MEASURES ON THE SITE:3. STORAGE, HANDLING, AND DISPOSAL OF CONSTRUCTION PRODUCTS, MATERIALS, AND WASTES: THE CONTRACTOR SHALL COMPLY WITH THEFOLLOWING STANDARDS TO MINIMIZE THE EXPOSURE TO STORMWATER OF ANY OF THE PRODUCTS, MATERIALS, OR WASTES. PRODUCTS ORWASTES WHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BE EXPOSED TO STORMWATER ARENOT HELD TO THIS REQUIREMENT:a.BUILDING PRODUCTS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS MUST BE UNDER COVER (E.G., PLASTIC SHEETING ORTEMPORARY ROOFS) TO PREVENT THE DISCHARGE OF POLLUTANTS OR PROTECTED BY A SIMILARLY EFFECTIVE MEANS DESIGNED TOMINIMIZE CONTACT WITH STORMWATER.b.PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICALS, AND LANDSCAPE MATERIALS MUST BE UNDER COVER (E.G.,PLASTIC SHEETING OR TEMPORARY ROOFS) TO PREVENT THE DISCHARGE OF POLLUTANTS OR PROTECTED BY SIMILARLY EFFECTIVE MEANSDESIGNED TO MINIMIZE CONTACT WITH STORMWATER.c.HAZARDOUS MATERIALS, TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENTS,PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) MUST BE PROPERLY STORED INSEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS STORAGE AREAS MUST BE PROVIDED TOPREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE OR HAZARDOUS MATERIALS MUST BE IN COMPLIANCE WITHMINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE.d.SOLID WASTE MUST BE STORED, COLLECTED AND DISPOSED OF PROPERLY IN COMPLIANCE WITH MINN. R. CH. 7035.e.PORTABLE TOILETS MUST BE POSITIONED SO THAT THEY ARE SECURE AND WILL NOT BE TIPPED OR KNOCKED OVER. SANITARY WASTEMUST BE DISPOSED OF PROPERLY IN ACCORDANCE WITH MINN. R. CH. 7041.2.FUELING AND MAINTENANCE OF EQUIPMENT OR VEHICLES; SPILL PREVENTION AND RESPONSE: THE PERMITTEE(S) SHALL TAKEREASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALSOR FUEL WILL BE LOADED OR UNLOADED INCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. IN SITUATIONS WHEREPERMANENT CONTAINMENT IN NOT FEASIBLE, RUBBERIZED CONTAINERS SUITABLE FOR USE UNDER EQUIPMENT DURING FUELINGOPERATIONS IS ACCEPTABLE. THE PERMITTEE(S) MUST CONDUCT FUELING IN A CONTAINED AREA UNLESS INFEASIBLE. THE PERMITTEE(S)MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATEDISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS. THE PERMITTEE(S) MUST REPORT AND CLEAN UP SPILLS IMMEDIATELYAS REQUIRED BY MINN. STAT. § 115.061, USING DRY CLEAN UP MEASURES WHERE POSSIBLE. 3.VEHICLE AND EQUIPMENT WASHING: NO VEHICLE OR EQUIPMENT WASHING IS ALLOWED AT PROJECT SITES, INCLUDING BUT NOT LIMITED TOSTAGING AREAS.4.CONCRETE AND OTHER WASHOUTS WASTE: THE PERMITTEE(S) MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTESGENERATED BY WASHOUT OPERATIONS (CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTIONMATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. THE LIQUID AND SOLID WASHOUT WASTES MUST NOT CONTACT THE GROUND, ANDTHE CONTAINMENT MUST BE DESIGNED SO THAT IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR AREAS. LIQUID ANDSOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA RULES. A SIGN MUST BE INSTALLED ADJACENT TO EACHWASHOUT FACILITY THAT REQUIRES SITE PERSONNEL TO UTILIZE THE PROPER FACILITIES FOR DISPOSAL OF CONCRETE AND OTHER WASHOUTWASTES. IN CASES WHERE AN ON-SITE BATCH CONCRETE OR ASPHALT PLANT IS USED, A PLAN FOR THE MANAGEMENT OF FUGITIVE DUST,STOCKPILING, WASTEWATER, SOLID WASTE, NOISE, TRAFFIC, LOCATION AND OTHER PHYSICAL CONSIDERATIONS SHALL BE SUBMITTED FORAPPROVAL PRIOR TO USE OF THE PLANT (SEE PART 1.5(K)).G.FINAL STABILIZATIONTHE CONTRACTOR MUST ENSURE FINAL STABILIZATION OF THE SITE. THE CONTRACTOR SHALL FOLLOW THE PROCEDURE DESCRIBED BY PART1.5(H) WITHIN 30 DAYS AFTER FINAL STABILIZATION IS COMPLETE.1.ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND ALL SOILS MUST BE STABILIZED BY A UNIFORM PERENNIALVEGETATIVE COVER WITH A DENSITY OF 70 PERCENT OVER THE ENTIRE PERVIOUS SURFACE AREA, OR OTHER APPROVED EQUIVALENT MEANSNECESSARY TO PREVENT SOIL FAILURE UNDER EROSIVE CONDITIONS AND;a.ALL DRAINAGE DITCHES, CONSTRUCTED TO DRAIN WATER FROM THE SITE AFTER CONSTRUCTION IS COMPLETE, MUST BE STABILIZED TOPRECLUDE EROSION;b.ALL TEMPORARY SYNTHETIC, AND STRUCTURAL EROSION PREVENTION AND SEDIMENT CONTROL BMPS MUST BE REMOVED AS PART OFTHE SITE FINAL STABILIZATION.c.THE CONTRACTOR MUST CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TOBE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHEDBACK INTO THE BASIN, CONVEYANCES OR DRAINAGE WAYS DISCHARGING OFF-SITE OR TO SURFACE WATERS. THE CLEANOUT OFPERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY.3.5CLEAN UPA.DAILY STREET SWEEPING IS REQUIRED DURING HAULING ACTIVITIES AND AT THE REQUEST OF THE CITY OF APPLE VALLEY.B.REMOVE TEMPORARY MEASURES AFTER PERMANENT MEASURES HAVE BEEN INSTALLED.C.CLEAN OUT TEMPORARY SEDIMENT CONTROL STRUCTURES THAT ARE TO REMAIN AS PERMANENT MEASURES.C.WHERE REMOVAL OF TEMPORARY MEASURES WOULD LEAVE EXPOSED SOIL, SHAPE SURFACE TO AN ACCEPTABLE GRADE AND FINISH TOMATCH ADJACENT GROUND SURFACES.PERMANENT STORMWATER MANAGEMENT SYSTEMTHE PERMITTEE(S) SHALL DESIGN THE PROJECT SO THAT ALL STORMWATER DISCHARGED FROM THE PROJECT DURING AND AFTER CONSTRUCTIONACTIVITIES DOES NOT CAUSE A VIOLATION OF STATE WATER QUALITY STANDARDS, INCLUDING NUISANCE CONDITIONS, EROSION IN RECEIVINGCHANNELS OR ON DOWNSLOPE PROPERTIES, OR A SIGNIFICANT ADVERSE IMPACT TO WETLANDS CAUSED BY INUNDATION OR DECREASE OF FLOW.THE PERMITTEE(S) SHALL CONSTRUCT A PERMANENT STORMWATER MANAGEMENT SYSTEM MEETING THE REQUIREMENTS OF THIS PART, OR IFTHE PROJECT IS LOCATED IN A JURISDICTION SUBJECT TO A NPDES/SDS MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4) PERMIT AND THATPERMIT HAS ESTABLISHED PERMANENT TREATMENT REQUIREMENTS THAT INCLUDE VOLUME REDUCTION, THE PERMITTEE(S) CAN COMPLY WITHTHE PERMANENT TREATMENT REQUIREMENTS ESTABLISHED UNDER THE MS4 PERMIT IN LIEU OF THE PERMANENT TREATMENT REQUIREMENTSOF THIS PERMITBMP QUANTITIES416 LFTEMPORARY SILT FENCE1 EA.TEMPORARY STONE CONSTRUCTION ENTRANCE153 LFEROSION CONTROL LOG1 EA.CHECK DAM1 EA.TEMPORARY SILT FENCE INLET PROTECTION1 EA.TEMPORARY INLET PROTECTIONCONTACTSCIVIL ENGINEERCEI ENGINEERING ASSOCIATES INC.BRENT MASSEY, PE3108 SW REGENCY PRKWY,SUITE 2BENTONVILLE, AR 72712479.273.9472bmassey@ceieng.comOWNERPANERA LLCBRIAN BARNARD3630 S GEYER RD, SUITE 100SUNSET HILLS, MO 63127314-984-2609brian.barnard@panerabread.comCONTRACTORTBDI hereby certify that this plan, specification, or report was prepared by meor under my direct supervision and that I am a duly Licensed ProfessionalEngineer under the laws of the state of MinnesotaBrent L. MasseyProfessional EngineerRegistration Number: 44468Date:12/18/2018
CEDAR AVENUE SOUTH (C.S.A.H. NO. 23)UGTUGTUGTUGTUGTUGTUGTUGTUGT
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6950.700SSSSSSSSSSSSSSSSSSSSSSSSSS
WATERWATERWATERWATER950.449UGE949.9089
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3SSSSSSPROPOSED BUILDING4,820 S.F. FOOTPRINTFFE = 950.9070 PARKING STALLS6''W6''W2''WGGAS GASGASGASNO PARKINGEUGEUGEUGTUGTSSDO NOTENTERNO PARKINGNO PARKINGNO PARKING
22G2"22H6"22H6"27C27A31A22K22X22Y22L22X22Y22D6"x2"22A31A24D26A24A27B23EINV=945.7623EINV=945.9017 LF 4" PVC @ 6.2%23HINV(IN)= 945.48INV(OUT)= 945.3812 LF 4" PVC @2.00%INV=945.52INV=944.7533 LF 6" PVC @ 1.45%40C23AINV=943.423K31A40CINV=945.2263 LF 4" PVC @ 1.45%6 LF 4" PVC @2.0%40CINV= 945.3437 LF 4" PVC @ 1.45%INV=943.8440C30'22G6"22G6"22C6"22C2"INITIAL DATEDPORPMDESDRW Engineering Associates, Inc.CEI PROJECT NO.C5REV-112/17/18UTILITY PLANFAX (479)273-0844(479)273-9472Bentonville, AR 727123108 S.W. REGENCY PARKWAY, SUITE 2JTAJTABLMBLM12/17/183070915200 CEDAR AVE. SMNAPPLE VALLEYPANERA BREAD020'30'40'SCALE IN FEETSITE BENCHMARKELEVATIONS BASED ON INFORMATION AS SHOWN ON THE MNDOTGEODETIC WEBSITE. SURVEY DISK DAKOTA RESET WITH AN ELEVATIONOF 952.47 WAS USED TO ESTABLISH VERTICAL CONTROL FOR THISSURVEY (NAVD 88)Know what'sbelow.Callbefore you dig.X"GOHEOHE&TOHTOHTVX"SSUGEUGE&TUGTUGTVX"W.5-10-11 50.5LEGENDEXISTINGenohstugwEAST OR ELECTRICNORTHOVERHEADSOUTH OR SEWERTELEPHONEUNDERGROUNDWEST OR WATERPROPERTY LINERIGHT OF WAY LINESTORM DRAINGASOVERHEAD ELECTRICOVERHEAD ELECTRIC AND TELEPHONEOVERHEAD TELEPHONEOVERHEAD TVSANITARY SEWERUNDERGROUND ELECTRICUNDERGROUND ELECTRIC AND TELEPHONEUNDERGROUND TELEPHONEUNDERGROUND TVWATERTREE INFO.5 = DIAMETER OF TRUNK IN FEET10 = HEIGHT OF TREE IN FEET11 = CANOPY DIAMETER IN FEET50.5 = ELEVATION AT BASE OF TREEPROPOSEDX"GJTOHEOHE&TOHTOHTVX"SSX" FMUGEUGE&TUGTUGTVX"WFDCX"FOGENERAL UTILITY NOTESA. ALL WATER LINES SHALL BE DIP OR TYPE K COPPER WITH 7.5' MIN. COVER.B. ALL SANITARY SEWER LINES SHALL BE SDR 35 PVC WITH 6' MIN. COVER UNLESS INSULATED.D. CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING UTILITY SERVICES WITH ADJACENT PROPERTYOWNERS.E. ALL ELECTRIC, TELEPHONE AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THEAPPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THEDESIGNATED UTILITY COMPANIES.F. CONSTRUCTION SHALL NOT START ON ANY PUBLIC UTILITY SYSTEM UNTIL WRITTEN APPROVAL HAS BEEN RECEIVEDBY THE ENGINEER FROM THE APPROPRIATE GOVERNING AUTHORITY AND CONTRACTOR HAS BEEN NOTIFIED BY THEENGINEER.G. PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN, SANITARY SEWER, WATER MAIN OR ANYOF THE DRY UTILITIES, THE CONTRACTOR SHALL EXCAVATE, VERIFY AND CALCULATE ALL POINTS OF CONNECTIONAND ALL UTILITY CROSSINGS AND INFORM CEI ENGINEERING AND THE OWNER/DEVELOPER OF ANY CONFLICT ORREQUIRED DEVIATIONS FROM THE PLAN. NOTIFICATION SHALL BE MADE A MINIMUM OF 48 HOURS PRIOR TOCONSTRUCTION. CEI ENGINEERING AND ITS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THECONTRACTOR FAILS TO MAKE SUCH NOTIFICATION.H. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN SPECIFICATIONS: ALL WATER LINEFITTINGS SHALL BE INSTALLED WITH THRUST BLOCKING PER DETAIL 31A. ALL WATER LINE PIPE BEDDING SHALL BEINSTALLED PER DETAIL 42A. ALL SANITARY SEWER PIPE BEDDING SHALL BE INSTALLED PER DETAIL 42B.PROPERTY LINE/RIGHT OF WAY LINESTORM DRAINPOST INDICATOR VALVEGAS SERVICEJOINT TRENCHOVERHEAD ELECTRIC SERVICEOVERHEAD ELECTRIC AND TELEPHONE SERVICEOVERHEAD TELEPHONE SERVICEOVERHEAD TV SERVICESANITARY SEWER SERVICESANITARY SEWER FORCE MAINUNDERGROUND ELECTRIC SERVICEUNDERGROUND ELECTRIC AND TELEPHONE SERVICEUNDERGROUND TELEPHONE SERVICEUNDERGROUND TV SERVICEWATER SERVICEFIRE DEPARTMENT CONNECTIONFIBER 0PTIC CONDUITUTILITY NOTESUTILITY DETAILS40CSANITARY SEWER CLEAN-OUTI hereby certify that this plan, specification, or report was prepared by meor under my direct supervision and that I am a duly Licensed ProfessionalEngineer under the laws of the state of MinnesotaBrent L. MasseyProfessional EngineerRegistration Number: 44468Date:22APOINT OF CONNECTION - WATER SERVICE (PER LOCAL CODES).22DM.J.TEE WITH THRUST BLOCKING (SEE SIZES THIS SHEET).22H45 DEGREE M.J. BEND WITH THRUST BLOCKING (SEE SIZES THIS SHEET).22KSPRINKLER ENTRY PER ARCH. PLANS (SEE SIZES THIS SHEET).22LMETERED DOMESTIC WATER SERVICE ENTRY PER ARCH. PLANS (SEE SIZES THIS SHEET).22XINTERIOR WATER METER (PER LOCAL CODES).22YINTERIOR BACK FLOW PREVENTER (PER ARCH. PLANS).23APOINT OF CONNECTION - SANITARY SEWER SERVICE (PER LOCAL CODES).23ESANITARY SEWER SERVICE ENTRY (PER ARCH. PLANS).23HGREASE TRAP WITH CLEAN-OUT (PER ARCH. PLANS).23KSANITARY SEWER SERVICE WYE (PER LOCAL CODES).24APOINT OF CONNECTION FOR ELECTRICAL SERVICE (PER ELECTRIC COMPANYREQUIREMENTS).24DPROPOSED ELECTRIC TRANSFORMER.26APOINT OF CONNECTION FOR UNDERGROUND TELEPHONE (PER TELEPHONE COMPANYREQUIREMENTS).27APOINT OF CONNECTION FOR GAS SERVICE (PER LOCAL GAS COMPANY REQUIREMENTS).27BGAS SERVICE PER LOCAL GAS COMPANY.27CPROPOSED GAS METER.31ALOCATION FOR THIS UTILITY AS SHOWN IS FOR DRAWING PURPOSES ONLY. CONTRACTORSHALL VERIFY THE EXACT LOCATION IN FIELD PRIOR TO THE CONSTRUCTION OF THEPROPOSED UTILITY LINE TO BE CONNECTED. CONTRACTOR SHALL NOTIFY CEIENGINEERING IF THE DESIGN AS SHOWN IS NOT ACHIEVABLE.12/18/2018
CEDAR AVENUE SOUTH (C.S.A.H. NO. 23)FOCFOC UGTUGTUGTUGTUGTUGTUGTUGTUGT
UGTUGTUGT UGTUGEUGEUGEUGEUGEUGEUGE
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WATERWATERWATERWATERUGESSSSSSPROPOSED BUILDING4,820 S.F. FOOTPRINTFFE = 950.9070 PARKING STALLS6''W6''W2''WGGAS GASGASGASNO PARKINGEUGEUGEUGTUGTSSDO NOTENTERNO PARKINGNO PARKINGNO PARKING
50Q50BTYP50BTYPINITIAL DATEDPORPMDESDRW Engineering Associates, Inc.CEI PROJECT NO.L1REV-112/18/18LANDSCAPE PLANFAX (479)273-0844(479)273-9472Bentonville, AR 727123108 S.W. REGENCY PARKWAY, SUITE 2JTAJTABLMBLM12/18/183070915200 CEDAR AVE. SMNAPPLE VALLEYPANERA BREAD020'30'40'SCALE IN FEETSITE BENCHMARKELEVATIONS BASED ON INFORMATION AS SHOWN ON THE MNDOTGEODETIC WEBSITE. SURVEY DISK DAKOTA RESET WITH AN ELEVATIONOF 952.47 WAS USED TO ESTABLISH VERTICAL CONTROL FOR THISSURVEY (NAVD 88)Know what'sbelow.Callbefore you dig.X"GOHEOHE&TOHTOHTVX"SSUGEUGE&TUGTUGTVX"W.5-10-11 50.5LEGENDEXISTINGenohstugwEAST OR ELECTRICNORTHOVERHEADSOUTH OR SEWERTELEPHONEUNDERGROUNDWEST OR WATERPROPERTY LINERIGHT OF WAY LINESTORM DRAINGASOVERHEAD ELECTRICOVERHEAD ELECTRIC AND TELEPHONEOVERHEAD TELEPHONEOVERHEAD TVSANITARY SEWERUNDERGROUND ELECTRICUNDERGROUND ELECTRIC AND TELEPHONEUNDERGROUND TELEPHONEUNDERGROUND TVWATERTREE INFO.5 = DIAMETER OF TRUNK IN FEET10 = HEIGHT OF TREE IN FEET11 = CANOPY DIAMETER IN FEET50.5 = ELEVATION AT BASE OF TREEI hereby certify that this plan, specification, or report was prepared by meor under my direct supervision and that I am a duly Licensed ProfessionalEngineer under the laws of the state of MinnesotaBrent L. MasseyProfessional EngineerRegistration Number: 44468Date:LANDSCAPE REQUIREMENTSAREAREQUIREMENTREQUIREDPROVIDEDLANDSCAPE STRIPA 5' LANDSCAPE STRIP SHALL BE PROVIDED ALONGCEDAR AVE.REQUIREDPROVIDEDPARKING LOTLANDSCAPE ISLANDS SHALL BE PROVIDED INPARKING LOTS CONTAINING MORE THAN 25PARKING SPACES. THE TOTAL AREA ON ISLANDSSHALL BE AT LEAST 2% OF THE PARKING LOT AREA29,885 SF OF PARKING LOT AREA * 2% =597 SF OF LANDSCAPE AREA REQUIRED1,756 SF OF LANDSCAPEPROVIDEDTREESQTYBOTANICAL NAME / COMMON NAMECONTCALDETAIL2Acer rubrum `Autumn Glory` / Autumn Glory MapleB & B2"Cal50ASHRUBSQTYBOTANICAL NAME / COMMON NAMESIZEDETAIL15Calamagrostis x acutiflora `Karl Foerster` / Feather Reed Grass5 gal50B19Cornus alba `Sibirica` / Redbark Dogwood5 gal50B31Euonymus alatus `Compactus` / Compact Burning Bush5 gal50B7Ilex verticillata `Jim Dandy` / Jim Dandy Winterberry5 gal50B30Ilex verticillata `Red Sprite` / Red Sprite Winterberry5 gal50B9Juniperus horizontalis `Youngstown` / Creeping Juniper5 gal50B13Physocarpus opulifolius `Seward` / Seward Ninebark5 gal50B52Ribes alpinum `Green Mound` / Green Mound Alpine Currant5 gal50B18Taxus x media `Nigra` / Nigra Yew5 gal50BPLANT SCHEDULEPROPOSED LEGENDGENERAL LANDSCAPE NOTESA.LOCATE ALL UTILITIES AND SITE LIGHTING CONDUITS BEFORE LANDSCAPE CONSTRUCTION BEGINS.B.NOTIFY LANDSCAPE ARCHITECT OR DESIGNATED REPRESENTATIVE OF ANY LAYOUT DISCREPANCIES PRIOR TO ANYPLANTING.C.ALL LANDSCAPE MATERIALS SHALL BE IN COMPLIANCE WITH THE GRADES AND STANDARDS FOR NURSERYPLANTS, AND SHALL CONFORM TO Mn/DOT SPECIFICATIONS.D.ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE CORRECTED BYTHE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.E.MAINTAIN 5' MIN. HORIZONTAL SEPARATION BETWEEN TREE PLANTINGS AND ALL UTILITIES.F.A FULLY DESIGNED IRRIGATION SYSTEM SHALL BE DESIGNED AND INSTALLED BY IRRIGATION CONTRACTOR.IRRIGATION DESIGNER SHALL BE RESPONSIBLE FOR SIZING AND SPECIFYING BACKFLOW PREVENTER INACCORDANCE WITH LOCAL CODES.G.ANY EXISTING TREES SCHEDULED TO BE PRESERVED THAT ARE LOST DUE TO CONSTRUCTION ACTIVITIES SHALL BEREPLACED.H.ALL TOPSOIL SHALL BE NEW AND IMPORTED MATERIAL WHICH HAS BEEN SCREENED AND PULVERIZED. TOPSOILSHALL BE SANDY LOAM SOIL, REASONABLY FREE OF CLAY LUMPS, STONES AND OTHER OBJECTS OVER 1/2" INDIAMETER, WITHOUT WEEDS, ROOTS AND OTHER OBJECTIONABLE MATERIAL.I.CONTRACTOR TO ENSURE THAT AN AUTOMATED IRRIGATION SYSTEM THAT PROVIDES COMPLETE COVERAGE OFTHE SITE IS INSTALLED PRIOR TO INSTALLING TREES. THE CONTRACTOR SHALL SUBMIT A PROPOSED DESIGN TOTHE LANDSCAPE ARCHITECT/ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. THE PROPOSED DESIGN MUSTHAVE AN APPROVED BACKFLOW DEVICE AND RAIN SENSOR INSTALLED TO STOP IRRIGATION DURING RAINEVENTS. CONTRACTOR SHALL ENSURE THAT THERE IS POSITIVE DRAINAGE AND NO PONDING OF WATER AT ROOTAREA.”J.EXISTING SHRUBS ALONG ROUND LAKE BLVD. ARE TO BE PRESERVED AND INCORPORATED INTO THE PROPOSEDLANDSCAPE DESIGN WHERE POSSIBLE.PLANTREE WRAPBACKFILL MIXPAINTED FLUORESCENT ORANGECOVERED W/2-PLY RUBBER HOSEWHITE FLAGGING (TYP.)DOUBLE STRAND 12 GAUGE WIRE8" 2-PLY RUBBER HOSE8' STEEL TEE POST‐ 3 REQUIRED AT 120°4 INCHES MULCHFROM TOP 1/3 OF THE BALLREMOVE BURLAP & ROPEUNDISTURBED SUBSOIL4 INCH DEEP SAUCERNOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE.6"
2'(MIN.)TREE PLANTINGN.T.S.12"6"50A2'(MIN.)12"( SEE LANDSCAPE NOTES UNDISTURBED SUBSOILBACKFILL MIX4 INCHES MULCHFOR TYPE OF MULCH )6"& ROPE FROM TOP 1/3 OF BALL. REMOVERUNGS FROM TOP AND HALF-WAY IF SHRUB IS B & B, THEN REMOVE BURLAP50BSHRUB PLANTINGN.T.S.WEED MAT (ONLY IFSHRUB IS WITHIN APLANTING BED)NOTE: THE ACCEPTED PLANTING DETAIL MUST BE ADHERED TO BY THE LANDSCAPE INSTALLER.DOWN SIDES OF WIRE BASKET ONANY B&B MATERIAL BEFORE BACKFILLING.SITE NOTES50ASTEEL EDGINGSITE DETAILS50ATREE PLANTING50BSHRUB PLANTINGKENTUCKY BLUE GRASS SOLID SOD OVER 6" CLEAN TOPSOILMDOT WETLAND SEED MIX 35-241 INSTALLED WITHIN 48HOURS OF GRADING COMPLETION OR STABILIZE WITHHYDRAULIC MULCH OR BLANKET4" HARD SHREDDED MULCH OVER LANDSCAPE FABRIC12/18/2018
INITIAL DATEDPORPMDESDRW Engineering Associates, Inc.CEI PROJECT NO.L2REV-112/18/18LANDSCAPE NOTESFAX (479)273-0844(479)273-9472Bentonville, AR 727123108 S.W. REGENCY PARKWAY, SUITE 2JTAJTABLMBLM12/18/183070915200 CEDAR AVE. SMNAPPLE VALLEYPANERA BREADI hereby certify that this plan, specification, or report was prepared by meor under my direct supervision and that I am a duly Licensed ProfessionalEngineer under the laws of the state of Minnesota(engineer's name)Professional EngineerRegistration Number: XXXXXDate:PLANTREE WRAPBACKFILL MIXPAINTED FLUORESCENT ORANGECOVERED W/2-PLY RUBBER HOSEWHITE FLAGGING (TYP.)DOUBLE STRAND 12 GAUGE WIRE8" 2-PLY RUBBER HOSE8' STEEL TEE POST‐ 3 REQUIRED AT 120°4 INCHES MULCHFROM TOP 1/3 OF THE BALLREMOVE BURLAP & ROPEUNDISTURBED SUBSOIL4 INCH DEEP SAUCERNOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE.6"2'(MIN.)TREE PLANTINGN.T.S.12"6"50A2'(MIN.)12"( SEE LANDSCAPE NOTES UNDISTURBED SUBSOILBACKFILL MIX4 INCHES MULCHFOR TYPE OF MULCH )6"& ROPE FROM TOP 1/3 OF BALL. REMOVERUNGS FROM TOP AND HALF-WAY IF SHRUB IS B & B, THEN REMOVE BURLAP50BSHRUB PLANTINGN.T.S.WEED MAT (ONLY IFSHRUB IS WITHIN APLANTING BED)NOTE: THE ACCEPTED PLANTING DETAIL MUST BE ADHERED TO BY THE LANDSCAPE INSTALLER.DOWN SIDES OF WIRE BASKET ONANY B&B MATERIAL BEFORE BACKFILLING.GENERAL NOTES1.CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL PROPOSED LANDSCAPING IS INSTALLED INACCORDANCE WITH PLANS, DETAILS, SPECIFICATIONS (IF APPLICABLE) AND ALL LOCAL CODES ANDREQUIREMENTS.2.CONTRACTOR TO INSPECT SITE AND VERIFY CONDITIONS AND DIMENSIONING PRIOR TO PROCEEDINGWITH WORK DESCRIBED HERE IN. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TOBEGINNING ANY CONSTRUCTION.3.QUANTITIES PROVIDED IN THE PLANT LIST ARE FOR GENERAL USE ONLY. CONTRACTOR IS RESPONSIBLEFOR VERIFICATION OF ALL PLANT AND LANDSCAPE MATERIAL QUANTITIES. SYMBOL COUNT ON PLANTAKES PRECEDENCE OVER TABLE QUANTITIES.4.IMMEDIATELY AFTER AWARD OF CONTRACT, NOTIFY THE OWNER'S REPRESENTATIVE AND/OR THELANDSCAPE ARCHITECT OF UNAVAILABILITY OF SPECIFIED PLANT MATERIAL FROM COMMERCIALNURSERIES. THE OWNER'S REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT WILL PROVIDEALTERNATE PLANT MATERIAL SELECTIONS IF UNAVAILABILITY OCCURS. SUCH CHANGES SHALL NOTALTER THE ORIGINAL BID PRICE UNLESS A CREDIT IS DUE TO THE OWNER.5.ALL PLANT MATERIALS TO CONFORM TO THE AMERICAN STANDARD FOR NURSERY STOCK ANSI Z60.1.6.CONTAINER GROWN STOCK SHOULD HAVE GROWN IN A CONTAINER LONG ENOUGH FOR THE ROOTSYSTEM TO HAVE DEVELOPED SUFFICIENTLY TO HOLD ITS SOIL TOGETHER.7.ANY PLANT SUBSTITUTIONS, RELOCATION, OR REQUIRED CHANGE SHALL REQUIRE THE WRITTENAPPROVAL OF THE LANDSCAPE ARCHITECT OR OWNER.8.THE OWNER'S REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT RESERVE THE RIGHT TO REFUSE ANYMATERIAL THEY DEEM UNACCEPTABLE.9.COORDINATE WITH PROJECT REPRESENTATIVE FOR DISTURBED SITE TREATMENTS OUTSIDE LANDSCAPEIMPROVEMENTS. SEE CIVIL PLANS FOR SOIL STABILIZATION FOR EROSION CONTROL.10.IF REQUIRED, CONTRACTOR TO ENSURE THAT AN AUTOMATED IRRIGATION SYSTEM THAT PROVIDESCOMPLETE COVERAGE OF THE SITE IS INSTALLED PRIOR TO INSTALLING TREES/PALMS (SEE IRRIGATIONPLAN SHEET IF PROVIDED). IF NO PLAN IS PROVIDED THE CONTRACTOR SHALL SUBMIT A PROPOSEDDESIGN TO THE LANDSCAPE ARCHITECT/ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. THEPROPOSED DESIGN MUST HAVE AN APPROVED BACKFLOW DEVICE AND RAIN SENSOR INSTALLED TOSTOP IRRIGATION DURING RAIN EVENTS. CONTRACTOR SHALL ENSURE THAT THERE IS POSITIVEDRAINAGE AND NO PONDING OF WATER AT ROOT AREA.11.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND FOUR INCHESOF TOPSOIL APPLIED. IF ADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR SHALLPROVIDE TOPSOIL, APPROVED BY THE OWNER, AS NEEDED. THE AREA SHALL THEN BE SEEDED/SODDED,FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED INALL AREAS. ANY RELOCATED TREES SHALL BE MAINTAINED UNTIL SUCH POINT AS TREE ISRE-ESTABLISHED. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THEPROJECT SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.12.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THEWORK. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BESTAVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR 1) TO VERIFY THE LOCATIONS OF UTILITY LINES AND ADJACENTTO THE WORK AREA 2) TO PROTECT OF ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD 3) TOREPAIR ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURSAS A RESULT OF THE CONSTRUCTION AT NO COST TO THE OWNER.13.WEED MAT IS REQUIRED IN LANDSCAPED ISLANDS AS SPECIFIED.14.ALL PLANT MATERIAL QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLEFOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN.15.IF A SWPPP PLAN IS PROVIDED THIS PLAN IS TO BE IMPLEMENTED COOPERATIVELY WITH SWPPP PLAN,AS NEEDED, TO MAXIMIZE THE EFFECTIVENESS OF THE SWPPP PLAN FOR THIS SITE.16.THE CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDING OR SODDINGIN STAGES FOR SOIL STABILIZATION AS AREAS ARE COMPLETED AFTER GRADING.17.ALL DISTURBED AREAS AS DESIGNATED ON THE GRADING PLAN SHALL BE SOWN WITH GRASS SEED MIXOF 40% KENTUCKY BLUEGRASS, 40% TALL FESCUE , 10% PERENNIAL RYEGRASS BY WEIGHT @ 3 LBS /1000 SF.18.SEEDING ON SLOPES: HYDROSEED WITH GRASS SEED AS INDICATED ON PLANS. SEE LEGEND FORSPECIFIC GRASS SEED TYPE. SEEDING SHALL BE ACCOMPLISHED IMMEDIATELY AFTER BED PREPARATION.HYDROSEED MIXTURE SHALL CONTAIN CELLULOSE MULCH APPLIED AT A RATE OF 2,000 LBS./ACRE,WITH A MAXIMUM OF 50 LBS./100 GAL. OF WATER. IF SEEDING IS DELAYED AFTER MIXING 1/2 - 2HOURS ADD AN ADDITIONAL 50% OF SEED MIX, IF DELAY IS LONGER THAN 2 HOURS, BEGIN WITH NEWMIXTURE. ALL SLOPES 2:1 OR GREATER SHALL BE COVERED WITH EROSION CONTROL BLANKET ASSHOWN IN THE EROSION CONTROL BLANKET DETAIL. SEE SPECIFICATIONS FOR SEED ESTABLISHMENTREQUIREMENTS.19.ALL PLANT MATERIAL IN TREE HOLDING AREAS SHALL BE MANUALLY WATERED/IRRIGATED TO KEEPMOIST UNTIL PLANTED.1.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING ALL PLANTED AREAS. ALL DELETERIOUSMATERIALS SUCH AS ROCK, TRASH, CONSTRUCTION DEBRIS, AGGREGATE BASE MATERIAL, ASPHALT, ETC. SHALL BEREMOVED PRIOR TO ANY FILL OPERATIONS. FILL ALL PLANTING AREAS WITH CLEAN EARTHEN FILL. SOIL SHALL BEFREE OF HEAVY, STIFF CLAY AND ANY DELETERIOUS MATERIAL OVER ONE INCH IN SIZE. THE TOP SIX INCHES OF FILLMATERIAL STRIPPED FROM SITE MAY BE UTILIZED FOR PLANTER OR TOPSOIL FILL IF PRIOR APPROVAL HAS BEENOBTAINED FROM THE OWNER'S REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT.2.FINISH GRADE OF LANDSCAPE AREAS (TOP OF TURF AND MULCH) MUST BE GRADED TO 1 1/2" BELOW ADJACENTPAVEMENT SURFACES.3.LOCATE SHRUBS A DISTANCE OF HALF OF THEIR AVERAGE MATURE SPREAD AWAY FROM WALKS, STRUCTURES,CONCRETE PADS, ETC. LOCATE GROUND COVER PLANTINGS A MINIMUM OF 2' FROM WALKS, STRUCTURES,CONCRETE PADS, ETC.4.ALL LAWN AREAS NOT OTHERWISE BORDERED BY WALKS, OR OTHER STRUCTURES, SHALL HAVE MANUFACTUREDEDGING AS REQUIRED.5.TREES PLANTED ADJACENT TO PUBLIC ROADS AND PEDESTRIAN SIDEWALKS SHALL BE PRUNED SUFFICIENTLY TOAVOID VISUAL BLOCKS TO INTERSECTING VEHICULAR ACCESS OR INTERFERENCE WITH PEDESTRIAN WALKWAYS.TREES WITH A 4" OR LARGER CALIPER SHALL BE PRUNED UP TO 6'-0" ABOVE PAVEMENTS.6.ALL TREES WITHIN 4' OF PAVED SURFACES (SUCH AS CURBS, WALLS, BUILDINGS AND SIDEWALKS) SHALL BE PROVIDEDWITH A DEEP ROOT BARRIER CONTROL DEVICE OR EQUAL. INSTALL PER MFR'S SPECIFICATIONS.7.TOPSOIL DEPTH SHALL BE AS FOLLOWS :PLANTER BEDS - 12" MINIMUMGRASS/SOD AREAS - 4" MINIMUM (AFTER COMPACTION)8.BACKFILL ALL TREES, SHRUBS, GROUNDCOVER WITH A MIXTURE OF 2 PARTS NATIVE SOIL AND 1 PART SOILCONDITIONING WITH WOOD MULCH.9.THE LANDSCAPE CONTRACTOR SHALL WATER TEST ALL PLANTING HOLE PRIOR TO PLANTING. IF HOLES DO NOT DRAINPROPERLY, EXCAVATE FURTHER UNTIL IMPERMEABLE LAYER IS BREACHED. EXCAVATED PLANT PITS SHALL HAVEPOSITIVE DRAINAGE. PLANT PITS (WHEN FULLY FLOODED WITH WATER) SHALL DRAIN WITHIN 1 HOUR OF FILLING.ENSURE THAT ALL PLANT PITS HAVE POSITIVE DRAINAGE.10.ALL PLANTING BEDS SHALL BE TREATED WITH A PRE-EMERGENT HERBICIDE. PRE-EMERGENT HERBICIDE SHALL BEAPPLIED PER MANUFACTURE'S RECOMMENDATIONS AND SHALL OCCUR AFTER TOPSOIL PLACEMENT AND PRIOR TOINSTALLATION OF PLANT MATERIALS AND MULCH.11.FERTILIZE ALL PLANTS AT THE TIME OF PLANTING WITH A TIME RELEASE FERTILIZER PER BRAND'S SPECIFIEDAPPLICATION RATES.12.ALL PLANTING BED SOILS SHALL BE AMENDED WITH 2" OF ORGANIC COMPOST13.ALL TREES AND SHRUBS SHALL BE PLANTED IN SUCH A MANNER AS TO ENSURE THEIR SURVIVAL.14.ANY ROPE OR WIRE BINDING THE BALL SHALL BE CUT PRIOR TO PREVENT GIRDLING OF THE TREE. REMOVE WIRE,TWINE, AND BURLAP FROM THE TOP HALF OF ALL B&B PLANT MATERIAL.15.IF A NON-BIODEGRADABLE MATERIAL IS USED AROUND THE BALL, IT SHALL BE COMPLETELY REMOVED PRIOR TOBACKFILLING.16.PRIOR TO INSTALLATION, THE ROOTS OF CONTAINER GROWN STOCK SHALL BE SEPARATED OR SPLIT TO ENSUREPROPER ROOT DEVELOPMENT.17.CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY ANDPLANTING TO MAINTAIN HEALTHY PLANT CONDITIONS.18.ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO SUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAMESPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. TREES & SHRUBS SHALL BE PLANTED ASSOON AS POSSIBLE AFTER DELIVERY.19.ALL TREES MUST BE STRAIGHT-TRUNKED, FULL-HEADED AND MEET ALL REQUIREMENTS SPECIFIED.20.ALL TREES MUST BE STAKED AS SHOWN IN THE DETAILS.21.NO SUBSTITUTIONS OR ALTERNATIVES WILL BE ALLOWED FOR GROUND SURFACE MATERIALS UNLESS APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT OR OWNER.22.MAINTAIN 5' MIN. HORIZONTAL SEPARATION BETWEEN TREE PLANTINGS AND ALL UTILITIES UNLESS OTHERWISESPECIFIED.23.A FOUR INCH (4") TOP DRESSING/MULCHING OF SHREDDED HARDWOOD MULCH SHALL BE PLACED IN ALL PLANTBEDS AND AROUND ALL TREES. SINGLE TREES OR SHRUBS SHALL HAVE TOP DRESSING TO THE OUTSIDE EDGE OF THEMANUFACTURED EDGING OR LANDSCAPE ISLAND. (SEE PLANTING DETAILS) TOP DRESSING CAN BE WOOD MULCH,ROCK, OR ANY OTHER DECORATIVE MATERIAL SPECIFIED ON PLANS. SEE LANDSCAPE PLAN FOR TYPE.24.THE FOLLOWING PLANTING SEASONS ARE RECOMMENDED:EVERGREEN SHRUBBERY OCTOBER-APRILDECIDUOUS SHRUBBERY & TREES OCTOBER-APRILEVERGREEN TREES OCTOBER-APRILPLANTING NOTES1.ADJUST FINE GRADE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDINGS. PROVIDE UNIFORM ROUNDING AT TOPAND BOTTOM OF SLOPES AND OTHER BREAKS IN GRADE. CORRECT IRREGULARITIES AND AREAS WHERE WATER MAYSTAND.2.ALL LAWN AREAS TO RECEIVE SOLID SOD SHALL BE LEFT IN A MAXIMUM OF 1 1/2" BELOW FINAL FINISH GRADE.CONTRACTOR TO COORDINATE OPERATIONS WITH ON-SITE CONSTRUCTION MANAGER.3.CONTRACTOR TO COORDINATE WITH ON-SITE CONSTRUCTION MANAGER FOR AVAILABILITY OF EXISTING TOPSOIL.4.IMPORTED TOPSOIL SHALL BE NATURAL, FRIABLE SOIL FROM THE REGION KNOWN AS BOTTOM LAND SOIL; FREE FROMLUMPS, CLAY TOXIC SUBSTANCES, ROOTS, DEBRIS, VEGETATION, STONES; CONTAINING NO SALT AND BE BLACK TOBROWN IN COLOR.5.ALL LAWN AREAS TO BE FINE GRADED, SETTLED, AND FINISH GRADE APPROVED BY THE OWNER'S REPRESENTATIVE ORLANDSCAPE ARCHITECT PRIOR TO SOD INSTALLATION.6.ALL ROCKS 3/4" DIAMETER AND LARGER, DIRT CLODS, STICKS, CONCRETE SPOILS, CONSTRUCTION WASTE, ETC. SHALLBE REMOVED PRIOR TO PLACING TOPSOIL AND ANY LAWN INSTALLATION.7.PLANT SOD BY HAND TO COVER INDICATED AREA COMPLETELY. INSURE EDGES OF SOD ARE TOUCHING. TOP DRESSJOINTS BY HAND WITH TOPSOIL TO FILL VOIDS.8.ROLL GRASS AREAS TO ACHIEVE A SMOOTH, EVEN SURFACE, FREE FROM UNNATURAL UNDULATIONS.9.FERTILIZE ALL SOD AT THE TIME OF PLANTING WITH A TIME RELEASE FERTILIZER PER BRAND'S SPECIFIED APPLICATIONRATES.10.WATER SOD THOROUGHLY AS SOD OPERATION PROGRESSES.11.IF SOD IS INSTALLED ON SLOPES OF 3:1 OR GREATER. SOD SHALL BE STAKED TO AVOID SLIPPING OR SLIDING APART.STAKING OR STAPLES SHALL BE INSTALLED FLUSH AS TO NOT CREATE A MAINTENANCE ISSUE WITH CARE EQUIPMENT.12.CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS UNTIL FINAL ACCEPTANCE. THIS SHALL INCLUDE, BUT NOT LIMITEDTO: MOWING, WATERING, WEEDING, CULTIVATING, CLEANING AND REPLACING DEAD OR BARE AREAS TO KEEP PLANTSIN VIGOROUS, HEALTHY CONDITIONS.13.CONTRACTOR SHALL GUARANTEE ESTABLISHMENT OF AN ACCEPTABLE TURF AREA AND SHALL PROVIDE REPLACEMENTFROM LOCAL SUPPLY IF NECESSARY.14.IF INSTALLATION OCCURS BETWEEN OCTOBER AND APRIL ALL SOD AREAS TO BE OVER-SEEDED WITH PERENNIALRYEGRASS.SOLID SOD NOTESPLANT GUARANTEE, REPLACEMENT AND MAINTENANCEA.GUARANTEE:ACCEPTANCE OF GRADING AND SEEDING SHALL BE BY LANDSCAPE ARCHITECT AND/OR OWNER. THE CONTRACTORSHALL ASSUME MAINTENANCE RESPONSIBILITIES UNTIL FINAL ACCEPTANCE. MAINTENANCE SHALL INCLUDEWATERING, WEEDING, RESEEDING AND OTHER OPERATIONS NECESSARY TO KEEP ALL LAWN AREAS IN A THRIVINGCONDITION. UPON FINAL ACCEPTANCE, OWNER SHALL ASSUME ALL MAINTENANCE RESPONSIBILITIES. AFTER LAWNAREAS HAVE GERIMINATED, AREAS WHICH FAIL TO SHOW A UNIFORM STAND OF GRASS FOR ANY REASONWHATSOEVER SHALL BE RE-SEEDED REPEATEDLY UNTIL ALL AREAS ARE COVERED WITH A SATISFACTORY STAND OFGRASS. MINIMUM ACCEPTANCE OF SEEDED LAWN AREAS MAY INCLUDE SCATTERED BARE SPOTS, NONE OF WHICHARE LARGER THAN 1 SQUARE FOOT, AND WHEN COMBINED DO NOT EXCEED 2% OF TOTAL SEEDED LAWN AREA.B.REPLACEMENT:ANY PLANT UNDER THIS SPEC WHICH IS DEAD, MISSING, UNHEALTHY, OR OTHERWISE NOT ACCEPTABLE AND NOT IN SATISFACTORY GROWING CONDITION DURING CONSTRUCTION MAINTENANCE PERIOD, OR AT THE END OF THE GUARANTEE PERIOD, SHALL BE REMOVED FROM SITE AND REPLACED WITH SUITABLE, ACCEPTABLE PLANT AS SPECIFIED, WITHIN FIVE (5) DAYS.C. MAINTENANCE: GENERAL CONTRACTOR SHALL PROVIDE ONE YEAR OF LANDSCAPE MAINTENANCE, FROM THE TIME THE PROJECT RECEIVES THE CERTIFICATE OF OCCUPANCY AND THERE AFTER, FOR ALL NEW LANDSCAPE. IF EXISTING LANDSCAPE EXISTS ON-SITE, GENERAL CONTRACTOR IS TO PROVIDE THE OPTION OF MAINTENANCE FOR THE OWNER'S REVIEW.1.APPLICATION OF HERBICIDES SHALL BE IN COMPLIANCE WITH STATE PESTICIDES REGULATIONS. IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO CONSULT WITH THE REGULATORY AGENCIES FOR LOCALHERBICIDES APPLICATION REQUIREMENTS.2.IF THERE IS A DISCREPANCY BETWEEN STATE REGULATIONS AND ADDITIONAL REQUIREMENTS BELOW, MOSTSTRINGENT SHALL RULE3.NO AERIAL APPLICATION OF HERBICIDES IS PERMITTED ON SITE.4.CARCINOGENS AND EPA TOXIC CATEGORY I AND II ARE PROHIBITED TO USE ON SITE.5.ANY HERBICIDES USED IN THE BIORETENTION POND MUST BE LABELED AS SAFE FOR USE NEAR WATER.HERBICIDES NOTESSODDED AREANATURAL STEEL EDGING. NOPAINTED EDGING SHALL BEUSED.STEEL STAKE DRIVEN FROMMULCH SIDE OF EDGING WITHTOP OF STAKE BELOW TOP OFHEADER.FINISH GRADENATURAL STEEL EDGING. NOPAINTED EDGING SHALL BE USED.POLYPROPYLENE MATERIALWEED BARRIER.COMPACTED SANDSUB-BASE.FINISH GRADEPOLYPROPYLENE MATERIALWEED BARRIER.STEPPING STONE BED1/32/3
1/32/3
STEEL STAKE DRIVEN FROM MULCHSIDE OF EDGING WITH TOP OF STAKEBELOW TOP OF HEADER.STEEL EDGINGN.T.S.SODDED AREA W/MULCHN.T.S.ROCK BED AREA W/MULCHN.T.S.50QABOVEGRADEBELOWGRADE
MULCH TOPDRESSINGBELOW
GRADE
ABOVE
GRADE
MULCH TOPDRESSING12/18/2018Brent L. Massey44468
INITIAL DATEDPORPMDESDRW Engineering Associates, Inc.CEI PROJECT NO.C6REV-112/18/18DETAIL SHEETFAX (479)273-0844(479)273-9472Bentonville, AR 727123108 S.W. REGENCY PARKWAY, SUITE 2JTAJTABLMBLM12/18/183070915200 CEDAR AVE. SMNAPPLE VALLEYPANERA BREAD17" MAX.24" MAX.12"
6"6"18" MIN.11" MIN.BACK OF CURB
FACE OF CURB
1"6"01ATYPE "A" CONCRETECURB AND GUTTERN.T.S.NOTE:GUTTER SLOPE TO MATCH ADJACENTPAVEMENT, TRAVERSE ANDLONGITUDINAL.3,500 P.S.I. P.C.CONCRETESEE PAVING DETAILS FORPAVEMENT SECTIONS,SUBBASE, SUBGRADE ANDCOMPACTION REQUIREMENTS.(TYP)CONCRETE SIDEWALKN.T.S.AND OR STRUCTURE.ABUTTS EXISTING SIDEWALK, CURBS,AT AREAS WERE PROPOSED SIDEWALKINSTALL 1/2" EXPANSION JOINT MATERIALNOTES:REQUIRED REINFORCEMENTWILL BE No. 3 BARS 24" O.C.EACH WAY MAX. SPACING, OR6 x 6 - W1.4 X W1.4 WWF2.1.A FILLER FULL DEPTH OF SIDEWALKJOINT (TYP)OR TOOLEDSAW CUT1/2" THICKNESS PREMOLDED EXPANSION JOINTFILLER SPACED @ 25' O.C. MAX. EXTEND JOINTPLAN VIEWSECTION A-A4" AGGREGATE BASECOURSE COMPACTED TO90% STD. PROCTOR (TYP)B B WHEN BORDERING PAVEMENTSECTION OF SIDEWALK3500 PSI PC(TYP)TYPSECTION B-B03D4"4"(TYP)6"CONCRETE(TYP)2"A SLOPE 2% MAXSEE SITE PLAN2"6"CONCRETE3500 PSI PC6"1/2"R(TYP)SURFACEDRIVE(TYP)1/2"RTOWARD DRIVESLOPE 2% MAXNOTE: ALL SIDEWALKS WITHIN CITY RIGHT-OF-WAY SHALL BE NON-REINFORCED.EXTEND 6" FROM EACH SIDE OF WALK.(JOINT MAT'L. TO MEET ASTM D994 OR D1751)CJEJCJCJCJCJEJCJCDEC: SEE SITE PLAND: D=CE: E=Cx5CROSSWALK STRIPING SLOPE ADJACENT TO TOP OF THE RAMP. CONFORM WITH LONGITUDINAL SIDEWALK A MAXIMUM OF UP TO 8.33 % AT CURB TO3. RAMP SIDE SLOPE VARIES UNIFORMLY FROM A MAXIMUM OF A 1/4" LIP.2. THE BOTTOM OF THE RAMP SHALL HAVE SIDEWALK. ROUGHER THAN THE SURROUNDING TRANSVERSE BROOMED SURFACE TEXTURE1. THE SURFACE OF RAMP SHALL HAVE ANOTES:4" MIN.2% MAX.ROUNDEDTOP OF RAMPMIN.5'CENTER OF CURB RETURNOF RAMP WHEN LOCATED IN THE USE BROOM FINISH ON SLOPING PORTIONSECTION A-APLANAAMAX.1:124'5' MIN.2% MAX.(IF SHOWN ON PLANS)8.33% MAX.1:121:12MAX.MAX.2% MAX.2' MIN. STRAIGHTCURB TO EDGEOF CROSSWALK48" MIN.LANDINGLANDING48" MIN.4. CONSTRUCT PER A.D.A. STANDARDS.WHEELCHAIR RAMP IN SIDEWALK(TYPICAL AT EACH DRIVEWAY CURB RETURN)N.T.S.03CP.C. NON-REINF. CONC.12"08CHEAVY DUTYCONCRETE PAVINGN.T.S.1'-6"7'-0" (Min.)3'-0" (MIN)2'-0"3"ACCESSIBLEVAN12" X 9"12" X 6"PARKINGRESERVEDR7-8VARIES09SACCESSIBLE / VAN ACCESSIBLEPARKING SIGNN.T.S.THIS SIGN TYPICAL ATALL ACCESSIBLEPARKING SPACESTHIS SIGN TYPICAL ATALL VAN ACCESSIBLEPARKING SPACESPENALTY SIGN WITHWORDING AS REQUIREDBY STATE OR LOCAL LAW"U"-CHANNELPOST (2-lbs./ft.)6" PIPE BOLLARD PAINTEDTRAFFIC YELLOW, FILLEDW/ CONCRETE.SLOPE TOP OFCONCRETE3500 P.S.I. P.C.CONCRETEGROUND/PAVINGSURFACETYP.TYP.TYP.
TYP.NOTE: ALL TRAFFIC FLOW ARROWS TO BE SOLID YELLOW REFLECTIVE TRAFFIC PAINT PER DIMENSIONS ABOVE.LEFT TURN4'-9"1'-0"2'-0"R3'-9"
1'-9"2'-0"1'-0"1'-0"4'-9"2'-0"RRIGHT TURN10ATRAFFIC FLOW ARROWN.T.S.P.C. CONC.12"08ASTANDARD DUTYASPHALT PAVINGN.T.S.2" 2360 TYPE SPNWB330BBITUMINOUS NON-WEAR COURSE2" 2360 TYPE SPWEA340BBITUMINOUS WEAR COURSE8" MNDOT 3138 CLASS FIVE BASE AGGREGATEEXISTING SUBGRADE2. HAUNCHING SHALL BE WORKED AROUND THE PIPE BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS I-A OR CLASS I-B OR CLASS II COMPACTED TO 85% PROCTOR. SPECIFICATIONS) REGULATIONS AND LOCAL ORDINANCES. (SEE SUPPORTED IN COMPLIANCE WITH OSHA SHORED, SHEETED, BRACED, OR OTHERWISE10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED, LARGER THAN 3". FREE OF DEBRIS, ORGANICS AND ROCKS9. FILL SALVAGED FROM EXCAVATION SHALL BE OPTIMUM MOISTURE CONTENT. MATERIALS SHALL BE COMPACTED NEAR WITH ASTM D 698. CLASS III AND IV-A MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE8. ALL MATERIALS SHALL BE INSTALLED IN WITH ASTM D 2321, LATEST EDITION.7. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE PROCTOR. BE CLASS IV-A COMPACTED TO 95% STANDARD6. FINAL BACKFILL NOT UNDER PAVED AREAS CAN III COMPACTED AS NOTED IN NOTES 3. AND 45. FINAL BACKFILL SHALL BE CLASS I, II, OR STANDARD PROCTOR. CAN BE CLASS III COMPACTED TO 90%4. INITIAL BACKFILL NOT UNDER PAVED AREAS COMPACTED TO 85% STANDARD PROCTOR. WORKED BY HAND, OR CLASS I-B OR CLASS II3. INITIAL BACKFILL SHALL BE CLASS I-A SPECIFICATIONS FOR GRADATION) COMPACTED TO 85% STANDARD PROCTOR. (SEE THEN BEDDING SHALL BE CLASS I-B HAND. IF GROUNDWATER IS ANTICIPATED,1. BEDDING SHALL BE CLASS I-A WORKED BYGENERAL NOTESMIN.6"WATER LINE& FORCE MAINN.T.S.LINEBACKFILL4" BEDDING (MIN.),HAUNCHINGINITIAL 6" IN ROCK CUTSSPRINGPIPE BACKFILLFINALFINALBACKFILL12"MIN18" MAX.12"MIN.18" MAX.UNDISTURBEDFILLPIPE SPRINGCOMPACTEDEARTH ORWO.D.INITIAL HAUNCHINGBACKFILLLINESANITARY SEWERN.T.S.6"MIN.EARTH ORCOMPACTEDFILLUNDISTURBED42A42B6" IN ROCK CUTS4" BEDDING (MIN.),12"MIN18" MAX.12"MIN.18" MAX.WO.D.SANITARY SEWER AND WATER LINETRENCHING AND BEDDINGN.T.S.IN NON-SHRINKING GROUT(TYP.)6"CURVE AS POSSIBLE)(PROVIDE AS LARGE A ABOTTOM OF GROOVE TOMATCH PIPE INVERTSAGROOVE IN CONCRETE BASEPIPE AS SPECIFIEDON UTILITY PLANGRADE LINESEC. B-B22" MIN.4'-0"LADDER RUNGS5" MIN.VARIABLE
BTO FIRST JOINTSEC. A-A8" (MIN.)BPIPE PROTECTIONCONCRETE FILLET FORGROUT FRAME TO MANHOLECAST IRON MANHOLE RING & COVER,HEAVY DUTY, USE ONLY NON-VENTED COVERGRADE RINGS AS REQUIRED PRECAST CONCRETE CONE SECTIONGASKET BETWEEN ALL SECTIONSPAINT EXTERIOR OF MANHOLE WITHIN 5" OFJOINT WITH MASTIC WATERPROOFING.PRECAST CONCRETE SECTIONSRUBBER GASKET PER MANUFACTURER'S SPECSPIPE SIZE (SEE UTILITY PLAN)JOINT TO BE 1'-6" MAX.FROM MANHOLECAST IN PLACE BASE & INVERT POUREDMONOLITHICALLY. BASE MUST SUPPORT PIPE39BPRE-CASTSANITARY SEWER MANHOLEN.T.S.SLOPECLASS B CONCRETE PADSLOPE2' SQ x 6" THICK6860 SERIES THREE PIECEVALVE BOX TO SUIT VALVEAND DEPTH OF BURYTAMP BACKFILLVALVE BODYWATER PIPEADJUST TOP SECTIONTO FINISH GRADEVALVE BOX TO BEENTIRELY SUPPORTEDBY CONCRETEBLOCKS OR BRICKS TOSUIT. VALVE BOXMUST NOT BEAR ONVALVE OR PIPE.45AGATE VALVEN.T.S.PAINTED TRAFFIC YELLOW1. ALL PIPES SHALL BECSYM. ABOUT L
2'-0"6'-6"3'-0"1'-6"PAVEMENT ORFINISHED GRADEFILL POST w/ CONCRETE8" SCH. 40 STEEL PIPEFOR SINGLE POSTS6" SCH. 40 STEEL PIPEWHEN IN GROUPSNOTES:CONCRETE1"4"
MIN.
WHEN IN GROUPSCOMPRESSIVE STRENGTH2. CONCRETE TO BE 2500 PSIAT 28 DAYSSLOPE TOP OF CONCRETE05AGUARD POST N.T.S.P.C. CONC.12"08AHEAVY DUTYASPHALT PAVINGN.T.S.2" 2360 TYPE SPNWB330BBITUMINOUS NON-WEAR COURSE2" 2360 TYPE SPWEA340BBITUMINOUS WEAR COURSE10" MNDOT 3138 CLASS FIVE BASE AGGREGATEEXISTING SUBGRADE6" 4,000 PSI P.C.C. CONCRETEWITH #4 BARS @ 18" O.C.E.W.8" MNDOT 3138 CLASSFIVE BASE AGGREGATESEE PLAN FOR PIPE SIZE, TYPE, AND ELEVATION(MIN.)DOES NOT CONTINUEPLUG WYE IF SERVICE LATERALW/ LETTERS "C.O." CASTHEAVY DUTY COVERGRADE SURFACE AWAYSIZE OF RISER PIPE PER LOCAL CODES4" MIN. 2500 PSI P.C.CONCRETE COLLAR1" IN GRASSY AREA10"DIRECTION OF FLOWWYEFROM CLEAN OUTCRUSHED STONE PER LOCAL CODESNOTE: SEE APPLICABLE DETAILFOR BACKFILL AND BEDDING12"12"45° BENDTHREADED PVC CLEANOUT PLUGADJUSTABLE HEAD0" IN PAVED AREAINSTRUCTIONS.40CSANITARY SEWERCLEAN-OUTN.T.S.I hereby certify that this plan, specification, or report was prepared by meor under my direct supervision and that I am a duly Licensed ProfessionalEngineer under the laws of the state of MinnesotaBrent L. MasseyProfessional EngineerRegistration Number: 44468Date:3'-0"3"2'-0"
7'-0"1'-6"7-0" (SECONDARY SIGNAGE, IF NEEDED)ALL SIGNS SHOULD COMPLY WITH U.S. DEPARTMENT OFTRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OFUNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED.MOUNT SIGNS IN ACCORDANCE WITH MANUFACTURER'SINSTRUCTIONS.12FSIGN BASEN.T.S.MOUNT SIGNHERE"U"-CHANNEL POST(3 lbs./ft.)WHEN SIGN IS IN PAVEDAREAS, USE 4" PIPEBOLLARD FILLED W/CONCRETE ANDPAINTED TRAFFICYELLOWSLOPE TOP OFCONCRETE3,500 PSI PCCONCRETESTRIPEEDGE OFEDGE OFSTRIPESEE SITE PLANSTRIPING 2'-0" O.C.4" TRAFFIC YELLOW(TYP.)4" TRAFFIC YELLOWSTRIPING (TYP.)G
DAVARIES;F
VARIES; SEE SITE PLANEBC90°60°(TYP.)7'6.5'2.5'R6"VANVANSTANDARD 90° VAN ACCESSIBLE PARKING SPACE. "VAN" IN 12" HIGH LETTERS,TRAFFIC YELLOWSTANDARD 90° ACCESSIBLE PARKING SPACE.CBA8'DIMENSION CHARTSTD. 90°FEDG8'20'40'8'VARIES5'40'20'VARIES40'20'9'ACCOMPANIED BY "VAN" LETTERINGLOCATE AT EDGE OF PARKING SPACE UNLESSCNOTES: 1. THIS DETAIL IS FOR DIMENSION PURPOSES ONLY. SEE SITE PLAN FOR EXACT LAYOUT.3. A MINIMUM 8' ACCESS AISLE SHALL BE PLACED ON PASSENGER SIDE OF VAN SPACES.4. SEE SITE PLAN FOR TYPICAL DIMENSIONS OF STANDARD 90° PARKING STALLS.STANDARD 90° PARKING SPACEACCESSIBLE PARKINGSIGN. (SEE DETAIL 9S)ACCESSIBLE PARKINGSYMBOLN.T.S.9U09N90° PARKING, ACCESSIBLE PARKING AND"VAN" ACCESSIBLE PARKING SPACE STRIPINGN.T.S.2. ALL DIMENSIONS ARE TO ℄ OF STRIPE UNLESSOTHERWISE INDICATED.STD. 90° VANACCESSIBLESTD. 90°ACCESSIBLE2. HAUNCHING SHALL BE WORKED AROUND THE PIPE BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS I-A OR CLASS I-B OR CLASS II COMPACTED TO 85% PROCTOR. SPECIFICATIONS) REGULATIONS AND LOCAL ORDINANCES. (SEE SUPPORTED IN COMPLIANCE WITH OSHA SHORED, SHEETED, BRACED, OR OTHERWISE10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED, LARGER THAN 3". FREE OF DEBRIS, ORGANICS AND ROCKS9. FILL SALVAGED FROM EXCAVATION SHALL BE OPTIMUM MOISTURE CONTENT. MATERIALS SHALL BE COMPACTED NEAR WITH ASTM D 698. CLASS III AND IV-A MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE8. ALL MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D 2321-89.7. ALL MATERIALS ARE CLASSIFIED IN PROCTOR. BE CLASS IV-A COMPACTED TO 95% STANDARD6. FINAL BACKFILL NOT UNDER PAVED AREAS CAN III COMPACTED AS NOTED IN NOTES 3. AND 4.5. FINAL BACKFILL SHALL BE CLASS I, II, OR STANDARD PROCTOR. CAN BE CLASS III COMPACTED TO 90%4. INITIAL BACKFILL NOT UNDER PAVED AREAS COMPACTED TO 85% STANDARD PROCTOR. WORKED BY HAND, OR CLASS I-B OR CLASS II3. INITIAL BACKFILL SHALL BE CLASS I-A SPECIFICATIONS FOR GRADATION) COMPACTED TO 85% STANDARD PROCTOR. (SEE THEN BEDDING SHALL BE CLASS I-B HAND. IF GROUNDWATER IS ANTICIPATED,1. BEDDING SHALL BE CLASS I-A WORKED BYGENERAL NOTESFINALBACKFILL12" MIN18" MAX.12" MIN.18" MAX.UNDISTURBEDFILLPIPE SPRINGCOMPACTEDEARTH ORWO.D.(MIN.)INITIAL HAUNCHING4" BEDDING BACKFILL4"LINE6"
MIN.EARTH ORUNDISTURBEDCOMPACTEDFILLBACKFILL(MIN.)4"18" MAX.18" MAX.4" BEDDING FINAL12" MINO.D.W12" MIN.STORM SEWERTRENCH AND BEDDINGN.T.S.28AFLEXIBLE PIPEN.T.S.28ARIGID PIPEN.T.S. 1 ° / 1 411 1.5 1 1 1 1 1 512 9 7 4 3 2NOTE: 18" AND LARGER REQUIRES SPECIFIC DESIGN(ALL BENDS SIMILAR)45° BENDS(SEE HORIZONTAL TABLE)DOWNWARD THRUST BLOCKING7. ALL CONCRETE SHALL BE 2500 P.S.I. OF 2,500 lb./sq.ft. ADDITIONAL BACKING MAY BE REQUIRED IN SOME AREAS AS DIRECTED BY ENGINEERS.6. REACTION BACKING TABLE IS BASED ON 100 P.S.I. AND SOIL BEARING PRESSURE5. ALL BENDS WHERE FITTINGS ARE USED, BOTH HORIZONTAL OR VERTICAL SHALL BE BACKED.4. BACKING FUTURE LINE EXTENSIONS SHALL BE SUCH THAT LATER REMOVAL IS POSSIBLE.3. BACK ALL TEES ACCORDING TO SIZE OF BRANCH.2. WRAP ALL FITTINGS WITH VISQUEEN.1. DO NOT COVER BELLS OR FLANGES WITH CONCRETENOTES: ° 2 / 122 45°90°TEE 1 1 1 1 1 1.5 2 3 4 6 7101623 1 1 1 1 1.8 2.8 4 5.5 71214203246 1 1 1 2 3.5 5.5 81114.22126385985855938262110 8 6 4 2.5 1.5 1 1 136"30"24"20"18"16"14"12"10" 8" 6" 4" 3" 2"TYPE OF FITTINGSEARTHWALL FOR REACTION BACKINGREQUIRED SQ. FT. OF UNDISTURBEDSIZEHORIZONTAL THRUST BLOCKING TABLECLASS B CONCRETECONCRETECONCRETECONCRETECONCRETEUNDISTURBED EARTH WALLUNDISTURBED EARTH WALLTRENCH WALLTRENCH WALLTRENCH WALLTEE WITH PLUGCROSS WITH PLUG(ALL BENDS SIMILAR)90° BENDTEECROSSCONCRETEUPWARD THRUST BLOCKINGPIPESIZEinches2.03.04.06.08.010.012.014.016.0111111111#4Ø#4Ø#4Ø#4Ø#4Ø#4Ø#4Ø#4Ø#4Ø2.632.011.481.030.660.370.160.090.0411.25 DEGREE BENDANCHOR STRAPSNO. SIZEConcreteVOLUMEcu.yd.cu.yd.VOLUMEConcreteNO. SIZEANCHOR STRAPS22.5 DEGREE BEND0.080.180.330.741.312.042.944.015.23#4Ø#4Ø#4Ø#4Ø#4Ø#4Ø#4Ø#4Ø#4Ø221111111cu.yd.VOLUMEConcreteNO. SIZEANCHOR STRAPS45 DEGREE BEND0.160.360.641.442.574.015.777.8610.26#4Ø#4Ø#4Ø#4Ø#4Ø#4Ø#4Ø#4Ø#5Ø222211111cu.yd.VOLUMEConcreteNO. SIZEANCHOR STRAPS90 DEGREE BEND0.300.671.192.674.747.4010.6514.5218.95#4Ø#4Ø#4Ø#4Ø#4Ø#4Ø#5Ø#6Ø#5Ø322221111MINIMUM CONCRETE VOLUMES FOR UPWARD THRUST BLOCKINGHORIZONTAL FITTINGSVERTICAL FITTINGS31CTHRUST BLOCKINGN.T.S.12/18/2018
INITIAL DATEDPORPMDESDRW Engineering Associates, Inc.CEI PROJECT NO.C7REV-112/18/18DETAIL SHEETFAX (479)273-0844(479)273-9472Bentonville, AR 727123108 S.W. REGENCY PARKWAY, SUITE 2JTAJTABLMBLM12/18/183070915200 CEDAR AVE. SMNAPPLE VALLEYPANERA BREADBACKFILLMIN. 8" INTO GROUNDEMBEDDED FILTER FABRICMIN. OF 2" INTO TRENCHEXTEND WIRE FENCE A10' MAX. C-CWOVEN WIRE FENCE (MIN. 14-1/2 GAUGE,60" MIN. FENCE POSTS,FILTER FABRICFLOWGROUND LINEELEVATIONFLOWWOVEN WIRE FENCE (MIN. 14 1/2 GAUGE,FLOW18"6"GROUND LINE4" X 4"TRENCH3'-0"6"4"1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES.2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED4. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE EROSION CONTROL PLAN. COLLECTED MATERIALPOSTS: STEEL EITHER T OR U TYPE OR 2"x2" HARDWOODFENCE: WOVEN WIRE, 14-1/2 GA. 6" MAX. MESH OPENINGFILTER FABRIC:CROSS-SECTION(MIN.)COMPACTED BACKFILLCOMPACTEDMAX. 6" MESH SPACING) WITH FILTER CLOTH COVER 24" AT TOP AND MID SECTION. BY 6" AND FOLDED. SHALL BE REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE.1. MIRAFI 140NS2. PHILLIPS 66 SUPAC 4NP3. DUPONT TYPAR 3341OVER WIRE FENCEDRIVEN MIN. 18" INTOGROUND.MAX. 6" MESH SPACING)4. OR APPROVED EQUAL10' MAX. C-CSFTEMPORARY SILT FENCEN.T.S.20' MINIMUM 50' MINIMUM6" MINIMUMHARD SURFACEPUBLIC ROAD2"-3" STONEGEOTEXTILE UNDERLINERTEMPORARY STONECONSTRUCTION ENTRANCEN.T.S.CEEROSION CONTROL LOGSWP-CI (BIG RED)INLET PROTECTIONN.T.S.ELIP10"45° ELBOW45° ELBOWFINISH GRADE27ESTORM DRAIN CLEAN-OUTN.T.S.HUB WITH THREADED PLUGTO BE PLACED 10" ABOVEFINISHED GRADESEE GRADING PLAN FORSIZE OF COLLECTORSEE LANDSCAPE PLAN FOR PLANTING AT THESURFACE OF BASIN AND UP SIDESINVERT=944.50EXISTING SUBSOILSSCARIFY SUBSOILS 18" DEEP TO REMOVE COMPACTION.NOTIFY CITY STAFF WHILE INSTALLING BOI-FILTRATIONFOR INSPECTION OF SCARIFIED SUBSOILS PRIOR TOFILLING.3:1 MAX SLOPE30" MIN. BIORETENTION SOIL MIX AMENDED6" HDPE CORRUGATEDPERFORATED PLASTIC DRAINTILENOTE:1.NO EQUIPMENT SHALL BE ALLOWED ON THEBOTTOM OF THE BIOFILTRATION BASINAFTER THE BOTTOM IS SCARIFIEDBIO-FILTRATION BASIN WITH UNDERDRAINN.T.S.BIORETENTION SOIL MIX AMENDEDA WELL-BLENDED, HOMOGENOUS MIXTURE OF THE FOLLOWING:-70 PERCENT CONSTRUCTIION SAND-25 PERCENT PEAT MOSS-5 PERCENT IRON FILINGS (FROM MN APPROVED SOURCE)SAND: PROVIDE CLEAN CONSTRUCTION SAND, FREE OF DELETERIOUS MATERIALS. AASHTO M-6 OR ASTM C-33 WASHED SAND.6" MIN. OF BUCKSHOT AND/OR PEA ROCKTO SURROUND DRAINTILE ON ALL SIDES2' MIN.73BI hereby certify that this plan, specification, or report was prepared by meor under my direct supervision and that I am a duly Licensed ProfessionalEngineer under the laws of the state of MinnesotaBrent L. MasseyProfessional EngineerRegistration Number: 44468Date:SI
Z
E
PIPE
CORNER BAR90°10"10"(HEAVY DUTY)NEENAH R-1960(LIGHT DUTY)"N""N"6" + PIPE THICKNESS6" + PIPE THICKNESS6" + PIPE THICKNESSDIAGONAL @ COVERDIAGONAL @ COVERDIAGONAL @ COVERDIAGONAL @ COVERDIAGONAL @ COVERDIAGONAL @ COVERSPECIAL PATTERN#4's @ 6" E.W.#4's @ 6" E.W.#4'S @ 6" E.W.#4's @ 8" E.W.#4's @ 8" E.W.#4's @ 8" E.W.STEELDIMENSIONSW2 = 7' OR GREATERW1 = 7' OR GREATERW2 = 7' OR GREATERW1 = 7' OR LESSW2 = 7' OR LESSW1 = 7' OR LESS8"8"8"6""D"10"8"8"8""N"6" + PIPE THICKNESS"T"BETWEEN 4' & 7'4'GREATER THAN 7'BETWEEN 4' & 7'WIDTH ("W")"B""A"SECTIONBETWEEN 4' & 7'4'#4's @ 10"#4's @ 10"#4's @ 10"#4's @ 10"#4's @ 10"VERT.#6's @ 6"#4's @ 6"#5's @ 4 1/2"#6's @ 9"#4's @ 9"HOR.GREATER THAN 7'BETWEEN 4' & 7'4'WIDTH ("W")"B""A"SECTION15'-10"14'-2"12'-6"11'-0"9'-5"9'-8"8'-0"7'-3"6'-5"5'-8"4'-10"45°13'-2"11'-10"10'-6"9'-2"7'-10"7'-10"6'-7"5'-11"5'-3"4'-7"4'-0"30°11'-8"10'-6"9'-4"8'-2"7'-0"FOR "A" SECTION ONLY7'-0"5'-10"5'-3"4'-0"4'-0"4'-0"STRAIGHTSKEW OF CROSS DRAIN48"42"36"30"24"DOUBLE60"48"42"36"30"24"SINGLESIZE#6's @ 6" E.W.#4's @ 6" E.W."B""A" PIPE SECTION REINFORCEMENT SCHEDULE, BASE TABLE OF 'W' DIMENSIONS REINFORCEMENT SCHEDULE, TOP REINFORCEMENT SCHEDULE, WALLS TABLE OF "T" & "N" DIMENSIONSSUBGRADECOMPACTEDNEENAH R-1981-YC.I. STEPS @ 16"O.C.RING &"A"PLANELEVATIONSECTION "A"-"A""A"NEENAH R-1737CORNER BARS - SAME SIZE ANDSPACING AS HORIZONTAL BARS3500 PSI P.C.CONCRETECOVER"T""H" HEIGHT (35'-0" MAX.)"W"(4'-0")MIN.2'-0""B" SECTION
(AFTER 15'-0" TO 35'-0")
"A" SECTION (MAX. 15'-0")1'-0"1'-0""N""W"(4'-0")MIN."N"1'-0""B" SECTION "A" SECTION
"H" HEIGHT
''D''20AJUNCTION BOXN.T.S.GENERAL NOTES:1.ALL EXPOSED CORNERS TO HAVE 3/4" CHAMFER2.ALL #4 & #5 REINFORCING BARS TO HAVE 1-1/2" COVER,LARGER SIZES TO HAVE 2" COVER.3.SEE GRADING AND DRAINAGE PLAN FOR PIPE SIZES,LOCATIONS, AND FLOW LINES.4.PIPES SHALL CONNECT TO THE ENDS OR SIDES OF THE INLET.CONNECTION SHALL NOT BE MADE AT CORNERS OF BOX.5.ALL REINFORCING BARS TO BE GRADE 60.TOP OF STRUCTURE/RIM ELEVATIONPOND BOTTOM= 948.25MATERIAL A MIN. EXTEND SILT FENCEWOVEN WIRE FENCEWITH SILT FENCEEXTEND WIRE FENCEMIN. OF 3" IN GROUNDSECURELY FASTEN OVERLAPPING ENDSOF SILT FENCE MATERIAL TO ADJACENTSTAKES WITH THREE WIRE TIES OROTHER FASTENERSMATERIAL COVER1'-0" INTO GROUNDOVERLAP5' MIN.SILT FENCE MATERIAL TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH THREE TIES SPACED AT 30" ON CENTER (SEE NOTE 1)5' MIN.3' MIN.15"MIN.MAX.18"2" X 4" WOOD FRAMEDROP INLETWITH GRATEAND CROSS BRACINGATTACH THE WOVEN WIRE FENCE TO EACH POST WITH THREE WIRE TIES OR OTHER FASTENERS (SEE NOTE 1)1" x 2" STAKE1. ATTACH THE WOVEN WIRE FENCE TO EACH POST AND THE GEOTEXTILE TO THE WOVEN WIRE FENCE (SPACED EVERY 30") WITH THREE WIRE TIES OR OTHER FASTENERS, ALL SPACED WITHIN THE TOP 8" OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST 1" VERTICALLY APART.2. WHEN TWO SECTIONS OF SILT FENCE MATERIAL ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED ACROSS TWO POSTS.3. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE SWPPP. DEPTH OF ACCUMULATED SEDIMENTS MAY NOT EXCEED ONE-HALF THE HEIGHT OF THE FABRIC. MAINTENANCE CLEANOUT MUST BE CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ONE-HALF THE HEIGHT OF THE SIFT FENCE MATERIAL BEING ABOVE GRADE.4. ALL SILT FENCE INLETS SHALL INCLUDE WIRE SUPPORT.POSTS: 2 x 4 WOODEN STAKEFENCE: WOVEN WIRE, 14-1/2 Ga., 6" MAX. MESH OPENINGFABRIC: IN ACCORDANCE WITH ASTM D 6461, LATEST EDITIONSILT FENCEINLET PRTECTIONN.T.S.N.T.S.SFI3'(OPTIONAL)FILTER FABRIC(DOWNSTREAM VIEW)2 ACRES OR LESS OF DRAINAGE AREA2-10 ACRES OF DRAINAGE AREA(DOWNSTREAM VIEW)6"RIPRAP3'2:1FLOW2"-3" STONE(OPTIONAL)FILTER FABRIC6"3'2"-3" STONEFLOW3'2:1ROCK CHECK DAMN.T.S.CD12"12"12"18"27CFRENCH DRAINN.T.S.FULL DEPTH BASE STONECOMPACTED TO 98% STD.PROCTOR UNDERPAVEMENTFILTER/DRAINAGE FABRICPER SITEWORKSPECIFICATIONSPERFORATED CORRUGATEDPOLYETHYLENE PIPE PERAASHTO-M252. SEE GRADING PLANFOR PIPE FLOWLINE, SIZE, LENGTHAND SLOPE.SIZE, LENGTH AND SLOPE. CLEARSTONE AS SPECIFIED BY STATEAND LOCAL SPECIFICATIONS OR3/4" (MIN.) PLACED IN 8" LIFTSAND COMPACTED PERSPECIFICATIONSUNDER PAVEMENTIN LANDSCAPEENGINEERED FILL PERGEOTECHNICAL REPORTOVERLAP FILTER FABRIC 12"SLOPE SUBGRADE TO DRAIN TILE12/18/2018
INITIAL DATEDPORPMDESDRW Engineering Associates, Inc.CEI PROJECT NO.C8REV-112/18/18DETAIL SHEETFAX (479)273-0844(479)273-9472Bentonville, AR 727123108 S.W. REGENCY PARKWAY, SUITE 2JTAJTABLMBLM12/18/183070915200 CEDAR AVE. SMNAPPLE VALLEYPANERA BREADI hereby certify that this plan, specification, or report was prepared by meor under my direct supervision and that I am a duly Licensed ProfessionalEngineer under the laws of the state of MinnesotaBrent L. MasseyProfessional EngineerRegistration Number: 44468Date:73C2473DB41RIPRAPAAPLAN145DPIPE "D"RIPRAP AND FILTER BLANKET REQUIREMENTSRIPRAP12" TO 24"27" TO 33"36" TO 48"54" AND UP8 TO 12 C.Y. CL.214 TO 20 C.Y. CL.323 TO 38 C.Y. CL.362 C.Y. AND UP CL.4(ONE C.Y. = APPROX. 2,800 LBS.)1 FOR PIPE GREATER THANOR EQUAL TO 30", USE 1.5'.2'RIPRAPBFILTER BLANKET (MnDOT 3733)8 TO 12 S.Y., TYPE III14 TO 20 S.Y., TYPE IV23 TO 38 S.Y., TYPE IV40 S.Y. AND UP, TYPE IVFILTER MATERIAL(MNDOT 3601.2B)SECTION A-ARIPRAPFILTER MATERIAL(MNDOT 3601.2B)SECTION B-BGEOTEXTILE FILTERLAST REVISION:RIPRAP AT OUTLETSSTO-10APR 2009PLATE NO.GEOTEXTILE FILTER, TYPE III"D"
12"
1
12"
1 2'2'73EBOTTOM OF 12" DRAIN TILEINV=944.2512/18/2018
GENERAL NOTES:
A.ALL GLAZING TO BE G1 UNLESS NOTED OTHERWISE. FOR STOREFRONT / WINDOW
ELEVATIONS SEE SHEET A601.
FIRST FLOOR
0"
T.O. PARAPET
20' - 4"
G13.08
3.12
PX6
PX7
PX1
3.05
3.12
16
A312
8
A311
16
A311
24
A311
2
A303
3.12
PX5
3.033.03 3.03
PX6
PX5
3.08G1 G1 3.08
PX1
PX5
3.03 3.03
PX6
PX5
PX3
PX6
PX5
3.40G13.08
G13.08
3.04
9' - 0"
3.12
4' - 0"
PX1
1 2 4 7 8 10 11
3.21F2F2F2
PX7 PX7
3.363.363.36
3.033.03
3.11
3.273.023.023.02
EQ EQ 16' - 8"
3.03
F2
3.11
3.09
EQ EQ
3.33
17' - 8"
PX4
3.01
PX3
PX6
FIRST FLOOR
0"
T.O. PARAPET
20' - 4"
16
A314
20
A315
24
A314
1
A303
3' - 8"
3.40
EQ EQ
3.03
@WALLSCONCES7'-6"TYP.3.12
PX3
PX5
PX6 PX6
PX5
PX6
PX7
PX5 3.08 G1
PX1
3.03
3.08 G1
ABEH
F2
DJ
3.36
3.11
3.03
3.04
3.09
3.11
3.08 G1
3.03 3.03
3.12 F2
3.023.023.27
3.17
PX4
F
3.01
EQ EQ
17' - 8"
BRIAN B.DAN C.JOE P.
Project Title:
Professional Seal:
Project Team:
Consultant Copyright Placeholder
Project Number:
Drawn By:
Issue Date:
Sheet Number:
DPM:DM:CPM:PB2015.01BakeryCafeBakery-Cafe:
SYSTEM: G4 (ARIA / AVROKO)12/14/20183:14:51PMA301
EXTERIOR
ELEVATIONS
18-1019
ARCV, MH 15200CEDARAVE.APPLEVALLEY,MN55124#1306180363PERMIT/BIDPACKAGE#1306
1/4" = 1'-0"
2 SOUTH ELEVATION
KEYED NOTES
3.01 INTERNALLY ILLUMINATED CLIP LETTERS PROVIDED AND INSTALLED BY
SIGN VENDOR UNDER SEPARATE PERMIT; G.C. TO PROVIDE BLOCKING IN
WALL FOR SIGN AND PROVIDE ACCESS PANEL ON BACKSIDE OF
PARAPET FOR ACCESS AS REQUIRED. (UNDER SEPARATE SIGNAGE
PERMIT)
3.02 PRE-FINISHED METAL COPING | FINISH: TO MATCH HC-166 KENDALL
CHARCOAL
3.03 WALL MOUNTED LIGHT FIXTURE. FIXTURES SHALL BE PROVIDED AND
INSTALLED BY GC. GC TO PROVIDE POWER AS REQUIRED. REFER TO
REFLECTED CEILING PLAN FOR ADDITIONAL INFORMATION.
3.04 MAIN ENTRANCE/EXIT | REFER TO A601 AND A611 FOR ADDITIONAL
INFORMATION.
3.05 SECONDARY ENTRANCE/EXIT | REFER TO A601 AND A611 FOR
ADDITIONAL INFORMATION.
3.08 ALUMINUM STOREFRONT SYSTEM WITH 1" INSULATED GLAZING. COLOR:
TO MATCH HC-166 KENDALL CHARCOAL REFER TO SHEET A611 FOR
FURTHER INFORMATION.
3.09 BREAK METAL AS REQUIRED. FINISH TO MATCH ADJACENT STOREFRONT
SYSTEM.
3.11 PRE-MANUFACTURED ALUMINUM CANOPY, INSTALLED BY G.C. | SOLID
CANOPY W/ DOWNSPOUTS | 8" CHANNEL DEPTH. REFER TO WALL
SECTIONS FOR ATTACHMENT METHODS. | COLOR: DARK BRONZE
3.12 PRE-MANUFACTURED FABRIC AWNING PROVIDED AND INSTALLED BY
SIGN VENDOR UNDER SEPARATE PERMIT. GC SHALL PROVIDE
APPROPRIATE BLOCKING AS REQUIRED BY SIGN VENDOR. REFER TO
SHOP DRAWINGS FOR ADDITIONAL INFORMATION.
3.17 FIRE DEPARTMENT CONNECTION (FDC) BY LANDLORD
3.21 BUILDING ADDRESS SIGN | VERIFY SIZE, LOCATION, AND STYLE WITH
LOCAL FIRE DEPARTMENT
3.27 BRICK CORNICE TO BE CONSTRUCTED USING ENDUROMAX BRICK WALL
SYSTEM. REFER TO DETAIL FOR FURTHER INFORMATION.
3.33 INTERNALLY ILLUMINATED LED 'DRIVE THRU' SIGN BY TENANT. COLOR:
BLACK CHANNEL WITH REVERSE (HALO) ILLUMINATION AND BLACK
LETTERS. ALL SIGNAGE UNDER SEPARATE PERMIT. G.C. SHALL PROVIDE
BLOCKING IN WALL FOR SIGN AND PROVIDE ACCESS PANEL ON
BACKSIDE OF PARAPET FOR ACCESS AS REQUIED.
3.36 UPLIGHT AT AWNINGS CENTERED ABOVE STOREFRONT OR DOOR,
TYPICAL. CENTERLINE AT 11'-0" A.F.F. REFER TO A201 AND ELECTRICAL
FOR FURTHER INFORMATION.
3.40 27"x27" WALL MOUNTED ILLUMINATED PANERA LOGO SIGN. REFER TO
SIGNAGE SHOP DRAWINGS FOR ADDITIONAL INFORMATION.
F2 FABRIC AWNING | OPEN ENDED SLAB | COLOR: WALNUT FABRIC, (4'
PROJECTION / 5' HEIGHT AT TYPICAL & 5' PROJECTION @ DRIVE THRU)
G1 ALUMINUM STOREFRONT | 2" x 4 1/2" PROFILE | THERMAL BREAK |
COLOR: #HC-166 KENDALL CHARCOAL | 1" CLEAR INSULATED GLAZING:
PPG SOLARBAN 70XL (OR APPROVED EQUAL) | REFER TO SHEET A611
FOR ADDITIONAL INFORMATION
PX1 2" EIFS SYSTEM | TEXTURE: LYMESTONE FINISH (BY DRYVIT) OR
APPROVED EQUAL | COLOR: ##CC-470 ROCKY ROAD, P175
PX3 PAINT SYSTEM OVER BRICK MASONRY SYSTEM | MFR: ENDURAMAX,
QUIK-BRIK 4"x16", RUNNING BOND | COLOR: #1545 IRONGATE, P168
PX4 PAINT SYSTEM OVER BRICK MASONRY SYSTEM | MFR: ENDURAMAX,
QUIK-BRIK 4"x16", 8" HIGH SOLDIER COURSE | COLOR: #1545 IRONGATE,
P168
PX5 PAINT SYSTEM OVER BRICK MASONRY SYSTEM | MFR: ENDURAMAX,
QUIK-BRIK, 4"x16" RUNNING BOND SILL| COLOR: #HC-166 KENDALL
CHARCOAL, P165
PX6 PAINT SYSTEM OVER BRICK MASONRY SYSTEM | MFR: ENDURAMAX,
QUIK-BRIK, 4"x16" RUNNING BOND| COLOR: #HC-125 CUSHING GREEN,
P163
PX7 PAINT SYSTEM OVER BRICK MASONRY SYSTEM | MFR: ENDURAMAX,
QUIK-BRIK, 4"x16" RUNNING BOND SILL | COLOR: #HC-125 CUSHING
GREEN, P163
1/4" = 1'-0"
1 EAST ELEVATION
No.Description Date
GENERAL NOTES:
A.ALL GLAZING TO BE G1 UNLESS NOTED OTHERWISE. FOR STOREFRONT / WINDOW
ELEVATIONS SEE SHEET A601.
FIRST FLOOR
0"
T.O. PARAPET
20' - 4"
24
A313
12
A314
16
A313
2
A303
9' - 0"
PX6
PX5
PX6
PX5
3.12
PX6
PX5
PX6
PX5
3.12
PX1
PX1 PX1 PX1
BX5
BX1
BX3
3.03
3.03
3.03
3.15
3.12
127591011
3.06
3.13
3.13
F2
3.16
F2
3.18 3.18 3.29
3.35
3.36
3.03
15'-0"3.023.02
3.223.19
36
PX7 PX7 PX7 PX7
3.36 3.36 3.36 3.36
PX2
F23.123.12 F2
PX2PX2
3.12 F2 3.12 F2
PX2
3.12 F2
3.03 3.03
FIRST FLOOR
0"
T.O. PARAPET
20' - 4"
3.15 3.14
24
A312
24
A315
8
A313
1
A303
9' - 0"
3.07
3.12
3.03
3.03
3.12
PX6
PX5
PX6
PX5
PX1 PX1
PX1
A B C E G H
F2
F2
3.133.13
3.03
J
3.363.03
15'-0"EQ EQ
3.023.023.02
3.12 F2
PX2
3.36
PX6PX7 PX7 PX7
3.36 3.36
3.01
PX2 PX2
3.12 3.12F2 F2
17' - 8"
BRIAN B.DAN C.JOE P.
Project Title:
Professional Seal:
Project Team:
Consultant Copyright Placeholder
Project Number:
Drawn By:
Issue Date:
Sheet Number:
DPM:DM:CPM:PB2015.01BakeryCafeBakery-Cafe:
SYSTEM: G4 (ARIA / AVROKO)12/14/20183:54:41PMA302
EXTERIOR
ELEVATIONS
18-1019
ARCV, MH 15200CEDARAVE.APPLEVALLEY,MN55124#1306180363PERMIT/BIDPACKAGE#1306
1/4" = 1'-0"
2 NORTH ELEVATION
KEYED NOTES
3.01 INTERNALLY ILLUMINATED CLIP LETTERS PROVIDED AND INSTALLED BY
SIGN VENDOR UNDER SEPARATE PERMIT; G.C. TO PROVIDE BLOCKING IN
WALL FOR SIGN AND PROVIDE ACCESS PANEL ON BACKSIDE OF
PARAPET FOR ACCESS AS REQUIRED. (UNDER SEPARATE SIGNAGE
PERMIT)
3.02 PRE-FINISHED METAL COPING | FINISH: TO MATCH HC-166 KENDALL
CHARCOAL
3.03 WALL MOUNTED LIGHT FIXTURE. FIXTURES SHALL BE PROVIDED AND
INSTALLED BY GC. GC TO PROVIDE POWER AS REQUIRED. REFER TO
REFLECTED CEILING PLAN FOR ADDITIONAL INFORMATION.
3.06 HOLLOW METAL SERVICE DOOR. REFER TO A601 FOR ADDITIONAL
INFORMATION. | PAINT TO MATCH HAC-166 KENDALL CHARCOAL.
3.07 DRIVE-THRU WINDOW | MFR: QUIKSERV | MODEL: FM42E | COLOR TO
MATCH STOREFRONT.
3.12 PRE-MANUFACTURED FABRIC AWNING PROVIDED AND INSTALLED BY
SIGN VENDOR UNDER SEPARATE PERMIT. GC SHALL PROVIDE
APPROPRIATE BLOCKING AS REQUIRED BY SIGN VENDOR. REFER TO
SHOP DRAWINGS FOR ADDITIONAL INFORMATION.
3.13 SECURITY CAMERA INSTALLED BY TENANT | COORDINATE ROUGH-IN
LOCATION(S) AND HEIGHTS WITH PANERA CONSTRUCTION MANAGER
PRIOR TO INSTALLATION.
3.14 4" DIA. CONCRETE BOLLARD | FINISH: PAINT TO MATCH P107' | REFER TO
SHEET A014 FOR FURTHER INFORMATION
3.15 6" DIA. CONCRETE BOLLARD | FINISH: PAINT P107 | REFER TO SHEET
A014 FOR FURTHER INFORMATION
3.16 FIRE DEPARTMENT ACCESS BOX | INSTALLED ADJACENT SERVICE
DOOR. COORDINATE LOCATION WITH LOCAL FIRE DEPARTMENT.
3.18 NICKEL BRONZE NOZZLE RWL/OVERFLOW DRAIN THRU ROOF, MIN. 12"
ABOVE GRADE. SEE DETAIL 24/A103. INSTALLED BY LL.
3.19 HOSE BIBB | RECESSED STAINLESS STEEL BOX. REFER TO PLUMBING
DRAWINGS FOR LOCATION AND ADDITIONAL INFORMATION. INSTALLED
BY TENANT.
3.22 ELECTRICAL SWITCHGEAR CABINETS. REFER TO ELECTRICAL FOR
FURTHER INFORMATION.
3.29 GAS METER AND PIPING, PAINT PIPING TO MATCH ADJACENT BRICK.
REFER TO PLUMBING DRAWINGS FOR FURTHER INFORMATION.
3.35 EXTEND ENDURAX BRICK BEHIND ELECTRICAL CABINET, REFER TO
22/A316 FOR CAP DETAIL.
3.36 UPLIGHT AT AWNINGS CENTERED ABOVE STOREFRONT OR DOOR,
TYPICAL. CENTERLINE AT 11'-0" A.F.F. REFER TO A201 AND ELECTRICAL
FOR FURTHER INFORMATION.
BX1 ENDURAMAX QUIK BRIK, RUNNING BOND (4X16) | COLOR: #HC-125
CUSHING GREEN, P163
BX3 ENDURAMAX QUIK BRIK, RUNNING BOND | COLOR: #HC-166 KENDALL
CHARCOAL, P165
BX5 ENDURAMAX QUIK BRIK, RUNNING BOND (4X16) | COLOR: #1545
IRONGATE, P168
F2 FABRIC AWNING | OPEN ENDED SLAB | COLOR: WALNUT FABRIC, (4'
PROJECTION / 5' HEIGHT AT TYPICAL & 5' PROJECTION @ DRIVE THRU)
PX1 2" EIFS SYSTEM | TEXTURE: LYMESTONE FINISH (BY DRYVIT) OR
APPROVED EQUAL | COLOR: ##CC-470 ROCKY ROAD, P175
PX2 1" RECESSED EIFS SYSTEM | TEXTURE: LYMESTONE FINISH (BY DRYVIT)
OR APPROVED EQUAL | COLOR: #HC-166 KENDALL CHARCOAL, P165
PX5 PAINT SYSTEM OVER BRICK MASONRY SYSTEM | MFR: ENDURAMAX,
QUIK-BRIK, 4"x16" RUNNING BOND SILL| COLOR: #HC-166 KENDALL
CHARCOAL, P165
PX6 PAINT SYSTEM OVER BRICK MASONRY SYSTEM | MFR: ENDURAMAX,
QUIK-BRIK, 4"x16" RUNNING BOND| COLOR: #HC-125 CUSHING GREEN,
P163
PX7 PAINT SYSTEM OVER BRICK MASONRY SYSTEM | MFR: ENDURAMAX,
QUIK-BRIK, 4"x16" RUNNING BOND SILL | COLOR: #HC-125 CUSHING
GREEN, P163
1/4" = 1'-0"
1 WEST ELEVATION
No.Description Date
TABLE NUMBERING LEGEND:
TABLE NUMBERS LOCATED ON TABLES, END TABLES,
COMMUNITY TABLES AND COUNTERS FOR EACH LRS
LOCATION:
30
LRS TABLE NUMBER SYMBOL
SEATING SECTION DIVISION LINE
SEATING SECTION NUMBER
SECTION #2
31
A. G.C. TO COORDINATE WITH LRS FOR TABLE SERVICE INSTALLATION AFTER
ALL TABLES ARE INSTALLED AND SET ACCORDING TO LAYOUT.
B. REFER TO A-703 FOR ADDITIONAL FURNITURE INFORMATION.
GENERAL NOTES:
SECTION #4
37
59
5554
60
53
52
34
33
30
3132
36 35
383940
43 42 41
26
25
27
2223
24
1
2
3
444546
7071727374
SECTION #3
SECTION #5 SECTION #2
SECTION #1
SECTION #6
7576
77
78 79
4
20
21
56
57
58
51 50
28
BRIAN B. DAN C. JOE P.
Project Title:
Professional Seal:
Project Team:
Consultant Copyright Placeholder
Project Number:
Drawn By:
Issue Date:
Sheet Number:
DPM:DM:CPM:PB 2015.01Bakery CafeBakery-Cafe:
SYSTEM: G4 (ARIA / AVROKO)10/19/2018 6:02:51 PMA705
FLOOR PLAN TABLE
NUMBERING
18-1019
ARCV, MH 15200 CEDAR AVE.APPLE VALLEY, MN 55124#1306180363PERMIT/BID PACKAGE#1306
1/4" = 1'-0"
1 FLOOR PLAN - TABLE DELIVERY PLAN
No.Description Date
1/23/2019
1
PANERA BREAD RESTAURANT
APPLE VALLEY CITY COUNCIL
JANUARY 24, 2019
MEETING
PANERA BREAD RESTAURANT
REQUEST
1. Amendment to Planned Development No. 244 to allow
drive‐through window service in conjunction with a Class I
restaurant as a conditional use in zone 2.
2. Conditional use permit to allow for a drive‐through
window in conjunction with a Class I restaurant on Lot 4,
Block 1, Southport Centre.
3. Site plan/building permit authorization to allow for 4,820‐
sq. ft. restaurant with a drive‐through window at 15200
Cedar Avenue.
1/23/2019
2
LOCATION MAP
SITE
150TH ST W
CEDAR AVE153RD ST W
151ST ST W
150TH ST W
CEDAR AVECOMP PLAN MAP
“C” (Commercial)
AVE
GLAZIER
GLEASON PATHTT AVECEDAR150th
23
DRGAR152nd ST
153rd ST W
151st ST W
ST W GARDENIA AVESITE
C
CC
C
C
INS
INS
MIX
1/23/2019
3
ZONING MAP
“PD‐244/zone 2” (Planned Development)
SITE
2 2
2
2
1
3
150TH ST W
CEDAR AVEGARRETT AVE153RD ST W
151ST ST WGLEASON PATH150TH ST W
CEDAR AVECITY CODE EXCERPT
RESTAURANT.
(1)CLASS I.
(a)CAFETERIA.A traditional restaurant, as defined below, except that food is
selected by a customer while going through a serving line and taken to a table for
consumption.
(b)CASUAL RESTAURANT.An eating facility where some table service may be
provided by wait staff, food is prepared after an order is placed by a customer,
reusable dinnerware such as utensils, plates and cups are used.Bussing of the tables
is done by restaurant staff.No drive‐thru service is provided.
(c)TRADITIONAL RESTAURANT.An eating facility where full table service is
provided at the table whereupon a customer orders food from printed menus and the
main food course is served and consumed while seated at a single location. The
restaurants also have dining areas with formal or semi‐ formal decor and appointments
utilizing traditional or reusable food utensils, plates, cups and glasses. This may provide
additional incidental services such as food delivery and retail over‐the‐counter prepared
food sales. In addition, the CLASS I RESTAURANT shall not be prohibited by law, private
restrictive covenant, or otherwise from obtaining a full liquor license.
1/23/2019
4
PROPOSED AMENDMENT
§ A9‐3 CONDITIONAL USES
(B) Zone 2.
(8) Drive‐through window service in conjunction
with a Class I restaurant, subject to the following
conditions:
a. The Class I restaurant shall be a free‐
standing building.
b. Only one Class I restaurant with drive‐
through window service shall be allowed.
c. All signage associated with the drive‐
through window service shall adhere to
Chapter 154 of the Apple Valley Code of
Ordinances.
DEMOLITION PLAN
1/23/2019
5
SITE PLAN
Sidewalk
Connection
Add Bike Rack
Remove
Concrete
Swale
GRADING PLAN
1/23/2019
6
UTILITY PLAN
ORIGINAL LANDSCAPE PLAN
1/23/2019
7
REVISED LANDSCAPE PLAN
BUILDING ELEVATIONS
1/23/2019
8
BUILDING ELEVATIONS
BUILDING PERSPECTIVES
1/23/2019
9
BUILDING VIEWS
TRASH ENCLOSURE
1/23/2019
10
PUBLIC HEARING COMMENTS
1. A comment was received regarding the seating capacity
and disabled parking.
2. A concern was raised about the routing through the site
and not being able to see over the menu board, not being
able to back up if cars are in line and how hazardous it
could become by the dumpster area if snow removal is not
completely done.
PANERA BREAD RESTAURANT
PLANNING COMMISSION RECOMMENDATION
1. Recommend approval of an ordinance amendment to allow for drive‐
through window service in conjunction with a Class I restaurant in
Planned Development No. 244/zone 2 as a conditional use subject to:
•The Class I restaurant shall be a freestanding building.
•Only one Class I restaurant with drive‐through window service shall
be allowed within the zone.
•All signage associated with the drive‐through window service shall
adhere to Chapter 154 of the Apple Valley Code of Ordinances
2. Recommend approval of a conditional use permit to allow for drive‐
through window service in conjunction with a Class I restaurant on
property located at 15200 Cedar Avenue.
3. Recommend approval of site plan/building permit authorization to
allow for construction of a 4,820‐sq. ft. Class I restaurant with drive‐
through window service on an existing 1.28‐acre lot located at 15200
Cedar Avenue, subject to the conditions outlined in the January 9, 2019,
Planning Commission staff memo
1/23/2019
11
PANERA BREAD RESTAURANT
REQUESTED ACTION
1. Pass an ordinance amending Article 9, Appendix F, of
Chapter 155 of the City Code entitled Planned
Development Designation No. 244, amending Section A9‐3,
Conditional Uses. (recommend waiving second reading)
2. Adopt a resolution approving conditional use permit for
drive‐through window service in conjunction with a Class I
Restaurant on Lot 4, Block 1, Southport Centre.
3. Adopt a resolution approving site plan/building permit
authorization to allow construction of 4,820 sq. ft. Class I
Restaurant with drive‐through window service.
I T E M: 5.F.
C O UNC I L ME E T I NG D AT E:J anuary 24, 2019
S E C T I O N:Regular A genda
Description:
A ccept Resignation of Urban Affairs Advisory Committee Member T homas Adamini and
A uthorize Receipt of A pplications through March 1, 2019, to Fill Vacancy
S taff Contact:
P amela J . Gackstetter, City Clerk
Department / Division:
City Clerk’s Office
AC T I O N RE Q UE S T E D:
Accept resignation of Urban Affairs Advisory C ommittee Member T homas Adamini and
authorize receipt of applications through March 1, 2019, to fill the vacancy.
S UM M ARY:
Committee Member T homas Adamini notified the C ity of his resignation from the Urban
Affairs Advisory C ommittee.
Staff suggests formal acceptance of his resignation at this time. T he C ity C ouncil may also
wish to extend an invitation to individuals interested in serving on the Urban Affairs Advisory
Committee to submit an application to the C ity Clerk by March 1, 2019.
B AC K G RO UND:
T he seven-member Urban Affairs Advisory C ommittee is a standing committee with the
responsibility to investigate issues relating to subjects of a general nature, not within the
scope of activities of other commissions or committees. T he Urban Affairs C ommittee votes
on recommendations, which are then sent to the C ity C ouncil. T his C ommittee meets the
fourth Tuesday of the month on an as-needed basis, beginning at 7:00 p.m., at the Municipal
Center.
B UD G E T I M PAC T:
N/A
AT TAC HM E NT S :
Background Material
City of
MEMO
City Clerk’s Office
CITY OF APPLE VALLEY
ANNOUNCEMENT OF URBAN AFFAIRS COMMITTEE VACANCY
A vacancy currently exists on the City of Apple Valley’s Urban Affairs Advisory
Committee for a three-year term expiring March 1, 2021. The seven-member Urban Affairs
Advisory Committee is a standing committee with the responsibility to advise the City Council,
when assigned, on matters relating to subjects of a general nature, not within the scope of
activities of other commissions or committees. The Urban Affairs Advisory Committee votes on
recommendations, which are then sent to the City Council. This Committee meets the fourth
Tuesday of the month on an as-needed basis, beginning at 7:00 p.m., at the Municipal Center.
The City Council will fill this vacancy by appointment. Persons interested in submitting
their names for consideration must file an application with the City Clerk by 4:30 p.m., on
Friday, March 1, 2019. Application forms may be obtained on the City website at
www.cityofapplevally.org or at the office of the Apple Valley City Clerk, at 7100 147th Street
W., Apple Valley, Minnesota 55124, or by calling 952-953-2506.
DATED this 24th day of January, 2019.
Pamela J. Gackstetter
City Clerk
I T E M: 7.
C O UNC I L ME E T I NG D AT E:J anuary 24, 2019
S E C T I O N:Calendar of Upcoming Events
Description:
A pprove Calendar of Upcoming E vents
S taff Contact:
S tephanie Marschall, Deputy City Clerk
Department / Division:
City Clerk’s Office
AC T I O N RE Q UE S T E D:
Approve the calendar of upcoming events as listed in the summary below, and noting each
event listed is hereby deemed a Special Meeting of the C ity Council.
S UM M ARY:
Day/Date Time L ocation E v ent
Sat./J an. 19 6:00-9:00 p.m.
Bogart’s
Entertainment
C enter
AV Arts Foundation Frozen
Apple Concert Series
Mon./J an. 21 C ity Offices
C losed Martin Luther King J r. Day
Mon./J an. 21 7:00 p.m.Apple Valley
C ommunity Center EVA A Annual Meeting
Wed./J an. 23 9:00 a.m.Municipal C enter Firefighters Relief Association
Meeting
T hur./J an. 24 6:00 p.m.Municipal C enter ED A Meeting - C A N C ELED
T hur./J an. 24 7:00 p.m.Municipal C enter Regular City C ouncil Meeting
Fri./J an. 25 6:00-10:00 p.m.Senior Center C ity Employee & Volunteer
Service Recognition Event
T hur./J an. 31 4:30-6:30 p.m.Augustana C are
Apple Valley Villa C hamber Business After Hours
Sat./Feb. 2 C ity of Apple
Valley
2019 Mid-Winter Fest
C elebration
Wed./Feb. 6 7:00 p.m.Municipal C enter Planning Commission Meeting
Sun./Feb. 10 12:00 p.m.Fire Station 1 Annual Firefighters Relief
Association Meeting
T hur./Feb. 14 5:30 p.m.Municipal C enter Informal C ity Council Meeting
T hur./Feb. 14 7:00 p.m.Municipal C enter Regular City C ouncil Meeting
Fri./Feb. 15 7:30-9:00 a.m.Eagan C ommunity
C enter
MLC Regional Legislative
Breakfast Meeting
Sat./Feb. 16 6:00-9:00 p.m.
Bogart’s
Entertainment
C enter
AV Arts Foundation Frozen
Apple Concert Series
Mon./Feb.18 C ity Offices
C losed President's Day
Tue./Feb. 19 11:00 a.m.-12:00
p.m.
Valley Skin &
Medspa Ribbon C utting Ceremony
Feb. 20-21
C hrist on Capitol
Hill C hurch, St.
Paul
2019 LMC Legislative
C onference
for Cities
Wed./Feb. 20 8:00-9:00 a.m.360 Communities,
Burnsville
J oint Chamber Coffee
C onnection
Wed./Feb. 20 7:00 p.m.Municipal C enter Planning Commission Meeting
T hur./Feb. 21 4:30-6:30 p.m.Image360 C hamber Business After Hours
Sat./Feb. 23 5:00 p.m.
Bogart’s
Entertainment
C enter
Fire Department Awards
Banquet
T hur./Feb. 28 7:00 p.m.Municipal C enter Regular City C ouncil Meeting
B AC K G RO UND:
Each event is hereby deemed a Special Meeting of the C ity Council, the purpose being
informational or social gathering. Only events marked with an asterisk (*) will any action of
the Council take place.
B UD G E T I M PAC T:
N/A