HomeMy WebLinkAbout05(C) - Resolution Approving the Final Plat for Radermachers Fourth Addition ReportS89°43'36"E 2639.95
N66°0 0 1 6 E
45.13
N0
0
1
6
5
1
E
2
1
3
5
8
R =1 1 3 8 4 .1 6
0 °4 4 '2 9 "
L =1 4 7 .3 2
R =1 1 3 7 4 .1 6
0 °3 4 '1 3 "
L =1 1 3 .2 1
N89°43'36"W 398.83
280.83
S
1
9
0
7
4
1
E
3
5
2
8
8
S
2
4
3
3
5
8
E
1
0
0
0
313.79
0 °3 1 '4 3 "
L =1 0 5 .1 1
0 °1 2 '4 5 "
L =4 2 .2 1
212.75186.08
4
1
7
4
N89°43'36"W 44.57
N89°43'36"W 122.22
N89°43'36"W 198.68
S69°0 1 2 6 W
21.26
S0
0
1
6
2
4
W
12
9
5
N0
1
1
4
1
7
E
18
9
6
N0
0
1
6
5
1
E
33
0
0
2326.16
37
6
7
0 40'80'
ORIENTATION OF THIS BEARING SYSTEM IS BASED
ON SOUTH LINE OF RADERMACHERS THIRD
ADDITION, SCOTT COUNTY, MINNESOTA, HAVING AN
ASSUMED BEARING OF SOUTH 89°43'36" EAST
VICINITY MAP
NOT TO SCALE
PRIOR LAKE, MN
PROPERTY
LOCATION
UPPER
PRIOR
LAKE
DENOTES FOUND IRON MONUMENT
DENOTES 1/2 INCH DIAMETER BY 18 INCH LONG IRON
PIPE MONUMENT SET AND MARKED RLS# 45352
DRAINAGE AND UTILITY EASEMENTS
ARE SHOWN THUS:
BEING 5 FEET IN WIDTH, AND ADJOINING SIDE LOT
LINES UNLESS OTHERWISE INDICATED ON THE PLAT.
RADERMACHERS FOURTH ADDITION
5.0
5.0
1/2 " IRON PIPE
R/W MONUMENT
KNOW ALL PERSONS BY THESE PRESENTS: Leroy R. and Marilyn F. Radermacher Family Limited Partnership, a Minnesota limited partnership, owner of the
following described property situated in the County of Scott, State of Minnesota, to wit:
Outlot A, RADERMACHERS THIRD ADDITION, Scott County, Minnesota.
Has caused the same to be surveyed and platted as RADERMACHERS FOURTH ADDITION and does hereby donate and dedicate to the public for public use the
easements as shown on this plat for drainage and utility purposes only.
In witness, whereof, said Leroy R. and Marilyn F. Radermacher Family Limited Partnership, a Minnesota limited partnership, has caused these presents to be signed by its
proper partner this_______ day of _________________, 20____.
Leroy R. and Marilyn F. Radermacher Family Limited Partnership
Amy Radermacher, Chief Financial Officer
STATE OF ___________________
COUNTY OF ___________________
The foregoing instrument was acknowledged before me on this __________ day of ____________, 20____ by ___________________________by Amy Radermacher,
Chief Financial Officer of Leroy R. and Marilyn F. Radermacher Family Limited Partnership, a Minnesota limited parternship, on behalf of the partnership.
signature Notary Public, ____________________County, Minnesota
print My commission expires _________________________
SURVEYOR'S CERTIFICATE
I Jonathan D. Schuette hereby certify that this plat RADERMACHERS FOURTH ADDITION was prepared by me or under my direct supervision; that I am a duly Licensed
Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on
this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota
Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat.
Dated this ______day of ___________________, 20____.
Jonathan D. Schuette
Licensed Land Surveyor
Minnesota License No. 45352
STATE OF MINNESOTA
COUNTY OF ___________________
The foregoing Surveyor's Certificate was acknowledged before me this __________ day of ____________, 20____ by Jonathan D. Schuette, Licensed Land Surveyor.
signature Notary Public, ____________________County, Minnesota
print My commission expires _________________________
CITY COUNCIL, CITY OF PRIOR LAKE
This plat of RADERMACHERS FOURTH ADDITION was approved and accepted by the City Council of the City of Prior Lake, Minnesota, at a regular meeting held this,
day of _________________, 20____, and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2.
Mayor Clerk
SCOTT COUNTY SURVEYOR
Pursuant to Minnesota Statutes, Chapter 389.09, Subd. 1, as amended, this plat has been reviewed and approved this _____ day of _________________, 20____.
Scott County Surveyor
SCOTT COUNTY AUDITOR/TREASURER
I hereby certify that the current and delinquent taxes on the lands described within are paid and the transfer is entered this _______ day of _________________, 20____.
Scott County Auditor/Treasurer
Signed by: _____________________________________, Deputy
SCOTT COUNTY RECORDER
I hereby certify that this plat was recorded in the office of the County Recorder for record on
this _______ day of _________________, 20____ at ___________o'clock ___.M., as Document No. ________________.
Scott County Recorder
10 FOOT DRAINAGE & UTILITY
EASEMENT PER PLAT OF
RADERMACHERS FIRST
ADDITION
STAT E T R U N K H I G H W A Y N O 1 3
VILLAGE LAKE DRIVE SOUTHEAST
EAGLECREEK AVE SE
N
SECTION 2, TOWNSHIP 114, RANGE 22
SOUTH LINE OF THE
SOUTHWEST QUARTER, SEC.
2, T114, R.22
SOUTHWEST CORNER OF
THE SOUTHWEST QUARTER,
SEC. 2, T114, R.22
1/2" IRON PIPE SOUTHEAST CORNER OF THE
SOUTHWEST QUARTER,
SEC. 2, T114, R.22
1/2" IRON PIPE
5.0
5.0
5 FOOT DRAINAGE & UTILITY
EASEMENT PER PLAT OF
RADERMACHERS THIRD ADDITION
1/2 " IRON PIPE
CAP #45352
1/2 " IRON PIPE
CAP #45352
1/2 " IRON PIPE
CAP #45352
1/2 " IRON PIPE
CAP #45352
5 FOOT DRAINAGE & UTILITY
EASEMENT PER PLAT OF
RADERMACHERS THIRD ADDITION
DRAINAGE & UTILITY
EASEMENT
LOT 1
BLOCK ONE
LOT 2
Page 1
DEVELOPMENT AGREEMENT
RADERMACHERS FOURTH ADDITION
PROJECT #PDEV24-000016
This Development Agreement (“Agreement”) is entered into this ___ day of ________, 20__, by and
between the City of Prior Lake, a Minnesota municipal corporation ("City"), and Java Prior Lake Retail LLC
(“Developer”).
WHEREAS, Developer is the owner of property located within the City of Prior Lake, County of
Scott, legally described on Exhibit A (“Property”);
WHEREAS, Developer has applied to the City for Final Plat approval for the construction of two
commercial buildings on the Property;
NOW, THEREFORE, in consideration of the City Council adopting Resolution No. ______
(“Resolution”) for Final Plat approval for the construction of two commercial buildings and the related
public improvements on the Property, Developer agrees to construct, develop and maintain the Property
as follows:
1. RIGHT TO PROCEED. The City shall not issue a building permit and Developer shall
not construct upon the Property in any manner, or begin the Development Work until all of the following
Page 2
conditions have been satisfied: 1) the final Plat and this Agreement have been fully executed by all parties
and recorded in the office of the Scott County Recorder or Registrar or Titles as applicable; 2) the necessary
Security, deposits, fees and insurance have been received by the City, and 3) the City Engineer or his/her
designee has issued a letter that all conditions have been satisfied and that the Developer may proceed.
2. PHASED DEVELOPMENT. This Agreement represents approval only of the units
identified above and the related improvements set forth on the final Plat and Plans. It does not represent
approval of any additional development including any proposed future phases. If the final Plat is a phase
of a multi-phased preliminary Plat, the Developer shall submit, in accordance with City Code, a staging plan
for City Council approval which may allow the Developer more than one (1) year to subdivide the Property
into lots and blocks. If the final Plat is a phase of a multi-phased preliminary Plat, the City Council may
refuse to approve final plats of subsequent phases or other Plats within the City if the Developer has breached
this Agreement or any terms or conditions set out in the Resolution and the breach has not been remedied. In
addition, no other subsequent phases may proceed until the City Council approves development agreements
for such phases. Fees and charges collected by the City in connection with infrastructure, public
improvements and parkland dedication requirements are not being imposed on outlots, if any, in the final Plat
that are designated in an approved preliminary Plat for future subdivision into lots and blocks. Such charges
will be calculated and imposed when the outlots are subdivided into lots and blocks.
3. DEVELOPMENT PLANS.
A. The Property shall be developed in accordance with the final plans identified below, subject
to such changes and modifications as provided herein (“Plans”). The Plans shall not be attached to this
Agreement, but are incorporated by reference and made a part of this Agreement as if fully set forth herein.
If the Plans vary from the written terms of this Agreement, the more specific or stringent controls shall apply.
The Plans are:
Page 3
Plan A -- Final Plat as stamped approved by the City Engineer or his/her designee
Prepared by Design Tree Engineering and Land Surveying subject to the
changes and modifications set forth in the Resolution.
Plan B -- Final Grading, and Erosion Control Plan(s) including Storm Water Pollution
Prevention Plan (“SWPPP”) as stamped approved by the City Engineer or
his/her designee Prepared by Design Tree Engineering and Land Surveying
and dated June 11, 2024.
Plan C -- Plans and Specifications for Developer Installed Public Improvements as
stamped approved by the City Engineer or his/her designee Prepared by
Design Tree Engineering and Land Surveying and datated June 11, 2024.
Plan D -- Landscape Plan as stamped approved by the City Community Development
Director or his/her designee Prepared by Design Tree Engineering and Land
Surveying dated June 11, 2024.
B. In addition, Developer shall grade, construct upon, and improve the Property pursuant to
all requirements of this Agreement, the Resolution, the Prior Lake City Code, the City's Public Works
Design Manual (“PWDM”), and the direction of City Manager or his/her designee. All improvements and
other work required by the Plans, the Developer Installed Public Improvements, and such other work as
is required by this Agreement, the Resolution or the documents or parties identified above are hereafter
referred to as the "Development Work." Developer shall be responsible for all costs related to the
Development Work.
4. DEVELOPER INSTALLED PUBLIC IMPROVEMENTS.
A. The Developer shall install and pay for the public improvements identified in the Plans,
hereinafter referred to as the “Developer Installed Public Improvements”, which may include but are not
limited to: Sanitary Sewer System, Water System, Storm Sewer, Streets, Concrete Curb and Gutter, Street
Lights, Site Grading and Ponding, Underground Utilities, Traffic Control Signs, Street Signs, Setting of Iron
Monuments, Sidewalks, Trails, and Boardwalks, Landscaping and Wetland Buffer Signage. All Develoepr
Installed Public Improvements shall be dedicated or conveyed to the public, and shall be located within
public property, right-of-way, or easement dedicated to the public.
Page 4
B. Developer shall complete all Developer Installed Public Improvements and obtain the City
Council’s written acceptance of the Developer Installed Public Improvements no later than December 31,
2025. The final wear course on streets shall be installed by October 31st of the same year the base layer of
asphalt is installed. If the final wear course is not installed by the date required herein, no additional building
permits shall be issued for the Property until the punch list is complete and the final wear course installed. All
punch list items shall be completed before the final wear course is installed in order to allow for inspection.
Any modifications to this section are to be proposed in writing and approved by the City Engineer
C. Developer shall mark and label the GPS coordinates of the Developer Installed Public
Improvements as the improvements are constructed. All of the following items must be marked and labeled
and the data provided to the City in a form compatible with ArcGIS.
• Watermain – bends, tees, valves, crosses, sleeves, services corps, curb stops, future stubs.
• Sanitary sewer – manholes, service wyes, service stubs, cleanouts, future sanitary sewer stubs.
• Storm Sewer – manholes, catchbasins, outlet structures, flared end sections, cleanouts, tile, valves.
• Signs – all developer installed signs and type of sign.
The City Council will not accept the Devleoper Installed Pubilc Improvements unless the GPS coordinates
for all of the listed items are provided. If Developer fails to provide the required coordinates, Developer will
be required to re-access the improvements, mark and label the GPS coordinates and then restore the
improvements.
D. As a condition of the City Council’s acceptance of the Developer Installed Public
Improvements, the Developer’s engineer shall by written letter certify to the City that the Developer’s
engineer made reasonable inspections of the Developer Installed Public Improvements and that the
Developer Installed Public Improvements were built in accordance with this Agreement.
E. Upon the City Council’s written acceptance, by City Council Resolution, of the Developer
Installed Public Improvements, the Developer Installed Public Improvements shall automatically become
Page 5
property of the City without further notice or action. The Developer shall be responsible for all
maintenance of the Developer Installed Public Improvements until written acceptance by the City Council.
F. Under no circumstances shall Developer charge or assess, directly or indirectly, any fee,
charge, assessment or consideration, to any party, for connection or access to, or service by, any Developer
Installed Public Improvement.
5. PROJECT TESTING. The Developer is responsible, at the Developer’s sole cost, to provide
testing to certify that Developer Installed Public Improvements were completed in compliance with the Plans.
The personnel performing the testing shall be certified by the Minnesota Department of Transportation. The
City Engineer or his/her designee has the sole discretion to determine if additional testing is necessary. The
cost of additional testing is to be paid by the Developer.
6. FINAL PLAT AND AS-BUILTS.
A. Within 30 days after the completion of the Developer Installed Public Improvements,
Developer shall supply the City a complete set of reproducible “as constructed” plans, and four complete
sets of blue line “as constructed” plans, all prepared in accordance with City standards. In addition,
Developer shall provide the City with an as-built grading plan and a certification by a registered land surveyor
or engineer that all ponds, swales, and ditches have been constructed on public easements or land owned by
the City. The Security shall not be released until the as-builts have been received by the City. The as-built
plans shall include field verified elevations of the following: a) cross sections of ponds, b) location and
elevations along all swales and ditches, and c) lot corners and house pads. The Developer shall also submit
a land tabulation certified by a registered engineer showing that all pads have been corrected in accordance
with project specifications.
B. The Developer shall submit the final Plat in electronic format. The electronic format shall be
compatible with the City's current software. In addition, upon completion of the project the Developer shall
provide the City with as-built utility plans in electronic format compatible with the City’s current software
Page 6
and with layers, colors, and line-types formatted in accordance with City standards. Additionally, three (3)
full size (22 X 34 inch) paper copies and one (1) reduced (11 X 17 inch) copy shall be certified and submitted
to the City.
7. MONUMENTS. Before the Security is released, Developer shall install iron monuments in
accordance with Minn. Stat. §505.021. The Developer's surveyor shall submit a written notice to the City
certifying that the monuments have been installed.
8. WARRANTY. Developer warrants all Developer Installed Public Improvements against
any defects, poor material and faulty workmanship for a period of two years after its completion by
Developer and acceptance by the City Council. Any replacement work shall be so warranted for two years
after its completion by Developer and acceptance by the City Council. Both the Developer Installed Public
Improvement warranty period described in this paragraph and the landscape warranty period described in
paragraph 20 below are hereinafter referred to as the “Warranty Period”.
9. LICENSE. The Developer hereby grants the City, its agents, employees, officers and
contractors a non-revocable license to enter the Property to perform all work and inspections deemed
appropriate by the City in conjunction with the development of the Property.
10. EROSION CONTROL.
A. Developer shall be responsible for constructing and maintaining all grading, storm
water/drainage infrastructure, and erosion control in compliance with the Plans, the City Engineer or
his/her designee’s requirements, and the individual building/grading plan for each specific lot, until the
later of: (i) such time as the City Council has accepted the Developer Installed Public Improvements in
writing; or (ii) a certificate of occupancy has been issued for each specifc lot.
B. Developer shall install silt fence prior to lot construction to avoid erosion to adjoining
properties, public sidewalk or the public street; locate all garbage roll offs and dumpsters, or cause the
Page 7
same to be located, on the Property and not on public property; and install protection at catch basins to
prevent silt and debris from entering the storm sewer.
C. Developer shall seed or lay cultured sod in all boulevards and restore all other areas disturbed
by the Development Work within thirty (30) days of the completion of street related improvements.
Boulevard and Area Restoration shall be in accordance with the approved erosion control plan and SWPPP.
No building permits will be issued until the Developer has installed silt-fence behind the curb of all
buildable lots. Developer shall be responsible for the maintenance of any silt fence installed. Upon request
of the City Engineer or his/her designee, the Developer shall remove the silt fences after turf establishment.
D. Prior to initiating site grading, the erosion control plan and SWPPP shall be implemented
by the Developer and inspected and approved by the City Engineer or his/her designee. The City Engineer
or his/her designee may require the Developer, at no cost to the City, to install additional erosion control
measures if they are necessary to meet erosion control objectives. All areas disturbed shall be reseeded
immediately after the completion of the work in that area. All seeded areas shall be mulched and disc
anchored as necessary for seed retention.
E. No development, utility or street construction will be allowed unless the Property is in full
compliance with the erosion control requirements.
11. CONSTRUCTION ACCESS. Construction traffic access is restricted to Village Lake Drive
South East. No construction traffic is permitted on other adjacent local streets.
12. IMPROVEMENTS REQUIRED BEFORE ISSUANCE OF BUILDING PERMITS.
A. Wetland Buffer Signage must be installed prior to the issuance of any building permits within
the Property and in accordance with the requirements of the Public Works Design Manual (Part III,
Hydrology Rules).
B. A temporary or permanent certificate of occupancy shall not be issued for any building on the
Property until water and sanitary sewer improvements have been installed and the streets have been completed
Page 8
and said improvements have been inspected and determined by the City Engineer or his/her designee to be
available for use.
13. CONSTRUCTION OBSERVATION. The City’s authorized personnel or contractors shall
provide construction observation during the installation of the Developer Installed Public Improvements in
accordance with the PWDM. These services by the City shall include:
A. Construction observation during installation of required Developer Installed Public
Improvements, which include grading, sanitary sewer, water main, storm sewer/ponding and street system.
B. Documentation of construction work and all testing of Developer Installed Public
Improvements.
C. Field document as-built location dimensions for sanitary sewer, water main and storm sewer
facilities. The Developer’s Engineer is responsible for data collection and preparation of as-built record plans.
14. DEDICATIONS, CONVEYANCES, EASEMENTS AND VACATIONS.
A. Developer shall convey to the City, through dedication in the final Plat or a separate
conveyance document, fee title or an easement (whichever is required by the City Attorney), all of the
following: (i) the property encompassing all Developer Installed Public Improvements, (ii) property
necessary for all public and private connections and access to all Developer Installed Public
Improvements, (iii) property for streets, sidewalks, and trails identified in the Plans; (iv) any property for
park dedication, and (v) all other property interests, conveyance of which is required by this Agreement.
B. Developer shall obtain the written approval of the City Attorney and the City Engineer or
his/her desingee of the form of the conveyance documents and the location of all easements or fee title
conveyances required by this Agreement.
Page 9
C. With respect to any interest in all portions of the Property which Developer is required,
pursuant to this Agreement, to dedicate or convey to the City ("Dedicated Property"), Developer represents
and warrants as follows now and at the time of dedication or conveyance: (i) that Developer has
marketable fee title free and clear of all mortgages, liens, and other encumbrances to the Dedicated
Property. Prior to final plat approval, Developer shall provide to the City a current title insurance policy
insuring such a condition of title; (ii) that Developer has not used, employed, deposited, stored, disposed
of, placed or otherwise allowed to come in or on the Dedicated Property, any hazardous substance,
hazardous waste, pollutant, or contaminant, including, but not limited to, those defined in or pursuant to
42 U.S.C. § 9601, et. seq., or Minn. Stat., Sec. 115B.01, et. seq. (such substances, wastes, pollutants, and
contaminants hereafter referred to as "Hazardous Substances"); (iii) that Developer has not allowed any
other person to use, employ, deposit, store, dispose of, place or otherwise have, in or on the Property, any
Hazardous Substances; and (iv) that to the best of its knowledge, Developer warrants that no previous
owner, operator or possessor of the Property deposited, stored, disposed of, placed or otherwise allowed
in or on the Property any hazardous substances.
D. Developer agrees to indemnify, defend and hold harmless City, its successors and assigns,
against any and all loss, costs, damage and expense, including reasonable attorneys’ fees and costs, that
the City incurs because of the breach of any of the above representations or warranties and/or resulting
from or due to the release or threatened release of Hazardous Substances which were, or are claimed or
alleged to have been, used, employed, deposited, stored, disposed of, placed, or otherwise located or
allowed to be located, in or on the Dedicated Property by Developer, its employees, agents, contractors or
representatives.
15. DEPOSITS/ESCROWS.
A. Deposit for Legal Fees. Developer shall be responsible for all reasonable legal fees incurred
by the City relating to revisions and amendments to and enforcement of this Agreement. Developer shall
Page 10
make a cash deposit with the City for legal fees incurred by the City. If the cash deposit is exhausted, the
City Engineer or his/her designee may require that Developer submit additional funds to replenish the
cash deposit. Alternatively, the City Engineer or his/her designee may invoice the Developer direclty for
such costs and Developer shall pay all such invoices within ten (10) days of receipt. City may cease all
work and review of the Development Work until the invoice is paid and/or the cash deposit is replenished.
Any balance remaining in the cash deposit after the expiration of the Warranty Period shall be returned to
the Developer.
B. Construction Observation Deposit. Developer shall be responsible for all construction
observation costs incurred by the City relating to this Agreement. Developer shall make a cash deposit
with the City for construction observation. If the cash deposit is exhausted, the City Engineer or his/her
designee may require that Developer submit additional funds to replenish the cash deposit. Alternatively,
the City Engineer or his/her designee may invoice the Developer directly for such costs and Developer
shall pay all such invoices within ten (10) days of receipt. City may cease all work and review of the
Development Work until the invoice is paid and/or the cash deposit is replenished. Any balance remaining
in the cash deposit after the City Council’s final acceptance of the Developer Installed Public
Improvements shall be returned to the Developer.
16. FEES AND CHARGES. Developer shall pay the fees and charges identified below, set
forth in the City Fee Schedule and described in detail in Exhibit B prior to any work occurring on the
Property. Fees and charges are nonrefundable. Such fees and charges may include but are not limited to
the following:
A. Administrative Fee. Developer shall pay to the City an Administrative Fee based on
construction cost estimates to reimburse the City for costs incurred.
B. Park Dedication Fee. Prior to release of the final Plat, Developer shall pay cash park
dedication fees for the Property as required by City Code in effect as of the date of the plat approval.
Page 11
C. Tree Preservation and Replacement.
D. Trunk Storm Water Acreage Charge.
E. Trunk Water Acreage Charge.
F. Trunk Sewer Acreage Charge.
G. Street Light Operational Costs.
H. Chip Seal Fee.
17. MAINTENANCE OF PLATTED LOTS. Developer shall provide ongoing maintenance
of all platted lots on the Property, including but not limited to mowing and weed control, sidewalk clearing
(ice, snow, building materials, eroded materials, and other debris), storm water and erosion control, and
other maintenance issues for which the Developer receives notice from the City Manager or his/her
designee. Developer’s obligations pursuant to this paragraph shall continue until the later of: (i) such time
as the City Council has accepted the Developer Installed Public Improvements in writing; or (ii) until each
specific lot is sold.
18. OVERSIZING. Oversizing is the construction of a Developer Installed Public Improvement
to City specifications that exceeds those that would be required of the Developer in order to serve additional
development. Oversizing improvements include, but are not limited to, sanitary sewer, water, storm drainage
facilities, and road improvements. If the City Engineer or his/her designee determines that oversizing is
required for sanitary sewer, water or storm drainage, the City shall reimburse the Developer for the costs
associated with this work. City and Developer agree that the cost of system oversizing to be reimbursed to
the Developer is based upon the following: a cost estimate by the City Engineer or his/her designee based on
an engineer’s estimate or contractors bid to be provided by the Developer; and application of the City's
Assessment Policy based on a final engineering design as described in Exhibit B. If the City Engineer or
his/her designee determines that oversizing is required for road improvements, Developer shall install such
oversize improvements at Developer’s cost.
Page 12
19. LANDSCAPING (Single-Family Residential). In accordance with the City Subdivision
Code, each residential lot on the Property must have at least two (2) front yard trees. The City shall not issue
a building permit for a lot until two (2) front yard trees are planted or retained and a cash escrow or letter of
credit for the lot in question’s landscaping is provided to the City. The City shall not issue a certificate of
occupancy for a lot until the front yard, boulevard, and side yards to the rear of every structure have been
sodded, weather permitting. If the required landscaping is not installed, the City is granted a right of entry to
enter upon the lot and install the landscaping using the escrowed funds or letter of credit. Upon satisfactory
completion of the landscaping on the lot, the escrowed funds less any draw made by the City, shall be returned
to the person who deposited the funds with the City.
20. LANDSCAPING. Landscaping for the Property shall comply with Plan C. Developer shall
warrant all required trees, whether the trees are to be retained or planted, for one (1) year from the later of: (i)
the planting of the tree; or (ii) the issuance of a certificate of occupancy to the lot upon which the tree is
located. A tree replaced under this warranty shall be warranted an additional one (1) year from the date of
the planting of the replaced tree. In additional to all other security required under this Agreement, Developer
shall provide to the City a cash escrow or letter of credit in the amount specified in Exhibit B to secure the
planting and retainage of the required trees and to secure this warranty. If Developer fails to plant or retain
the required trees or fails to comply with this warranty, the City may draw upon the escrowed funds or letter
of credit to plant or replace required trees. Developer may periodically request reductions of the escrowed
funds or letter of credit and the City Engineer or his/her designee may approve such a request in an amount
of the value of each healthy tree for which the warranty has expired as determined by the City Engineer or
his/her designee. No tree plantings shall be placed within five (5) feet of a sanitary sewer, storm sewer, or
water main line. All plantings permitted in public right-of-way/boulevard areas shall be placed a minimum
four (4) feet behind the curb, be of deciduous species (no coniferous species), and be located outside of a fifty
(50) foot sight triangle at street corners.
Page 13
21. SECURITY.
A. To guaranty compliance with the terms of this Agreement, Developer shall furnish the City
an irrevocable letter of credit or other security deemed acceptable to the City Attorney and City Engineer
or his/her designee (“Security”) in the following amounts:
i. 125% of projected costs for the Developer Installed Public Improvements as
certified to by a registered engineer and approved by the City Engineer or his/her
designee.
ii. 125% of projected costs for the grading, drainage, wetland and erosion control plan,
including storm water calculations from proposed impervious surfaces as certified
by a registered engineer and approved by the City Engineer or his/her designee.
iii. 125% of projected costs for the landscape plan, as certified by a registered engineer
and approved by the City Engineer or his/her designee.
B. This, and any other breakdown, is for establishing the amount of the Security not a restriction
on the use of the Security. All Security held by the City may be used in any manner allowed by this
Agreement, to reimburse the City for any costs incurred related to this Agreement and the project, and/or to
cure any breach of this Agreement.
C. The Security shall be in the form attached hereto as Exhibit C or other form as approved by
the City Attorney in writing and shall be from a bank approved by the City Attorney. The bank shall be
authorized to do business in the State of Minnesota. The Security shall extend through completion,
acceptance by the City Council and the Warranty Period of the Developer Installed Public Improvements.
D. In the event that Developer fails to comply with the terms of this Agreement (“breach”),
the City may draw on the Security in whole or in part without notice by delivering or mailing by certified
mail to the issuer a statement identifying the amount of the draw and reason for the draw. In addition, if
the Development Work is not completed at least 30 days prior to the expiration of the Security, the City
may draw on the Security in the same manner. The City shall not be under any obligation to cure any
breach of the terms of this Agreement with the proceeds from the Security, but may, at the City’s sole
option, cure the breach or retain the proceeds from the Security until Developer cures the breach. In the
Page 14
event the breach is fully cured by Developer, the City shall then release to Developer such retained draw
proceeds, less any expenses incurred by the City as a result of the breach (including but not limited to
engineer’s, attorney’s, and other consultant fees and costs).
E. If the City makes a draw on the Security, Developer shall immediately replenish the
Security to an amount then sufficient to cure any breach plus 125% of the cost of all Development Work
then remaining for which the Security was required.
F. The City Engineer or his/her designee may, from time to time, and only if Developer is
otherwise in compliance with all terms of the Agreement, approve a reduction in the amount of the
Security based upon work completed. The City shall at all times throughout construction and the Warranty
Period maintain a minimum $50,000 or 10% of the Development Work for which Security was required,
whiciever is greater.
22. CLEAN UP AND DAMAGE:
A. Developer assumes full financial responsibility for any damage which may occur to public
property including but not limited to streets, street sub- base, base, bituminous surface, curb, utility system
including but not limited to water main, sanitary sewer or storm sewer when said damage occurs as a result
of the activity which takes place during the development of the Property. Developer further agrees to pay
all costs required to repair the streets, utility systems and other public property damaged or cluttered with
debris when occurring as a direct or indirect result of the construction that takes place on the Property.
B. Developer shall clean the streets every day or as required by the City Engineer or his/her
designee.
C. Developer agrees that any damage to public property occurring as a result of construction
activity on the Property shall be repaired immediately if deemed to be an emergency by the City Engineer
or his/her designee. Developer further agrees that any damage to public property as a result of construction
activity on the Property shall be repaired within 14 days if not deemed to be an emergency by the City
Page 15
Engineer or his/her designee.
23. NON-INTERFERENCE WITH ADJOINING PROPERTIES. All work performed by
Developer and Developer’s contractors and subcontractors shall be performed exclusively upon the
Property. Any work related to roads, trails, drainage, and utility improvements, which are specified herein
to occur on land outside the Property, shall occur exclusively within the appropriate easement boundaries
for such work. In no event shall any work performed by Developer or Developer’s contractors and
subcontractors interfere with other properties, right-of-ways, or easements.
24. DEVELOPER’S RESPONSIBILITY FOR CODE VIOLATIONS: In the event of a
violation of City Code relating to use of the Property during construction thereon or failure to fulfill an
obligation imposed upon the Developer pursuant to this Agreement, City shall give 72 hour notice of such
violation in order to allow a cure of such violation, provided however, City need not issue a building or
occupancy permit for construction or occupancy on the Property while such a violation is continuing,
unless waived by the City Engineer or his/her designee. The existence of a violation of City Code or the
failure to perform or fulfill an obligation required by this Agreement shall be reasonably dete rmined by
the City Manager or his/her designee.
25. DEVELOPER'S RESPONSIBILITY FOR ITS CONTRACTORS: Developer shall
release, defend and indemnify City, its elected and appointed officials, employees and agents from and
against any and all claims, demands, lawsuits, complaints, loss, costs (including attorneys’ fees), damages
and injunctions relating to any acts, failures to act, errors, omissions of Developer or Developer's
consultants, contractors, subcontractors, suppliers and agents. Developer shall not be released from its
responsibilities to release, defend and indemnify because of any inspection, review or approval by City.
26. RESPONSIBILITY FOR COSTS. Except as otherwise specified herein, Developer shall
pay all costs incurred by it or the City in conjunction with the development of the Property, including, but
not limited to, legal, planning, engineering, design, development, construction, clean up, repair, easement
Page 16
and land acquisition, and inspection expenses incurred in connection with (i) review, approval, denial, and
implementation of zoning, CUP, platting, site and building plan, and any other reviews, approvals, or
denials by the City and any other reviewing authority; (ii) the Developer Installed Public Improvements;
(iii) the Property; (iv) the preparation and review of the Agreement and other documents referred to in the
Agreement or related to the Development Work; and (v) enforcing the terms of this Agreement. Developer
shall pay in full all bills submitted to it by the City, in accordance with this Agreement, within 30 days
after receipt.
27. DEVELOPER'S DEFAULT.
A. Definition. In the context of this Agreement, “Event of Default” shall include, but not be
limited to, any one or more of the following events: (1) failure by the Developer to pay in a timely manner,
all fees, charges, taxes, claims and liabilities, including but not limited to all real estate property taxes, utility
charges, and assessments with respect to the Property; (2) failure by the Developer to construct the Developer
Installed Public Improvements pursuant to the terms, conditions and limitations of this Agreement; (3) failure
by the Developer to observe or perform any covenant, condition, obligation or agreement on its part to be
observed or performed under this Agreement; (4) transfer of any interest in the Property without prior written
approval by the City Council (for the purpose of this paragraph, the sale of a lot, except an outlot, to a builder
is not an event of default); (5) failure to correct any warranty deficiencies; (6) failure by the Developer to
reimburse the City for any costs incurred by the City or to pay when due the payments required to be paid or
secured in connection with this Agreement; (7) failure by the Developer to renew the Security at least thirty
(30) days prior to its expiration date; (8) receipt by the City from the Developer’s insurer of a notice of pending
termination of insurance; (9) failure to maintain a current insurance certificate on file with the City meeting
City requirements; (10) failure to maintain the required insurance, bonds or Security; (11) a breach of any
provision of this Agreement; (12) if any representation made by Developer in this Agreement, is inaccurate,
either when made or at a later date; (13) failure by Developer to pay its debts as they become due, the
Page 17
voluntary or involuntary filing of a petition in bankruptcy, an assignment by Developer for the benefit of its
creditors, or the appointment of a receiver for (a) Developer; (b) all or any substantial portion of Developer’s
assets; (c) the Property; or (14) if Developer is in default under any mortgage or other pledge, guaranty or
security agreement.
B. Event of Default - Remedies. Whenever an Event of Default occurs, the City, through the
City Manager, City Engineer, City Community Deveopment Director, City Attorney or any of their
designees, may take any one or more of the following actions:
1. The City may suspend its performance under this Agreement.
2. The City may draw upon or bring action upon any or all of the securities provided to
the City pursuant to any of the terms of this Agreement.
3. The City may take whatever action, including legal or administrative action, which
may be necessary or desirable to the City to collect any payments due under this Agreement or to enforce
performance and/or observance of any obligation, agreement or covenant of Developer under this Agreement.
4. The City may suspend issuance of building permits and/or certificates of occupancy
on any of the lots, including those lots sold to third parties.
5. The City may suspend the release of any escrowed dollars.
6. The City may use deposit or escrow dollars or other security to satisfy any outstanding
financial obligations to the City including but not limited to all real estate property taxes, utility charges, and
assessments with respect to the Property;
7. The City is hereby granted the option, but not the obligation, to complete or cause
completion in whole or part of all of the Developer’s obligations under this Agreement. This Agreement is a
license for the City to act, and it shall not be necessary for the City to seek a court order for permission to
enter the Property and cure the default, including but not limited to, completion of the Development Work.
When the City does any such work all costs incurred by the City in performing such work shall be recoverable
Page 18
by it from the Security, and shall also constitute a lien on the Property, and the City may, in addition to its
other remedies, collect the costs in whole or in part as special assessments as specified in Chapter 429 of the
Minnesota Statutes. Developer knowingly and voluntarily waives all rights to appeal said special assessments
under Minnesota Statutes Section 429.081.
C. Notice. In a non-emergency, Developer shall first be given written notice of the Event of
Default not less than 48 hours prior to City’s curing the default or exercising a remedy, or such other period
of time as the City, in its sole discretion, deems reasonable under the circumstances. If, in the City’s judgment,
an Event of Default results in a threat to the public health, safety or welfare, the City may act to correct the
default without notice.
D. Election of Remedies. No remedy conferred in this Agreement is intended to be exclusive
and each shall be cumulative and shall be in addition to every other remedy. The election of any one or more
remedies shall not constitute a waiver of any other remedy. The City may, but is not obligated to, exercise
any of the remedies referred to in this paragraph 27.
28. NOTICES.
A. Required notices to the Developer shall be in writing, and shall be either hand delivered to the
Developer, its employees or agents, or mailed to the Developer by United States mail at the following address:
879 SCHEFFER AVENUE, SAINT PAUL, MN 55102. Notices to the City shall be in writing and shall be
either hand delivered to the City Manager, or mailed to the City by United States mail in care of the City
Manager at the following address: City of Prior Lake, 4646 Dakota Street SE, Prior Lake, Minnesota 55372.
Concurrent with providing notice to the City, notice(s) shall be served upon the City Attorney David Kendall,
Campbell Knutson, P.A., Grand Oak Office Center I, 860 Blue Gentian Road, Suite 290, Eagan, MN 55121.
B. Notices shall be deemed effective on the date of receipt. Any party may change its address
for the service of notice by giving written notice of such change to the other party, in any manner above
specified, 10 days prior to the effective date of such change.
Page 19
C. Notice related to an Event of Default shall include the following: (1) the nature of the breach
of the term or condition that requires compliance by the Developer, or the Event of Default that has occurred;
(2) what the Developer must do to cure the breach or remedy the Event of Default; and (3) the time the
developer has to cure the breach or remedy the Event of Default.
29. INDEMNIFICATION. Developer shall indemnify, defend, and hold the City, its Council,
agents, employees, attorneys and representatives harmless against and in respect of any and all claims,
demands, actions, suits, proceedings, liens, losses, costs, expenses, obligations, liabilities, damages,
recoveries, and deficiencies, including interest, penalties, and attorneys’ fees, that the City incurs or suffers,
which arise out of, result from or relate to this Agreement or the Development Work. The responsibility to
indemnify and hold harmless the City, its Council, agents, employees, attorneys and representatives does not
extend to any willful or intentional misconduct on the part of any of these individuals.
30. NO THIRD PARTY RECOURSE. The City and Developer agree that third parties shall have
no recourse against the City under this Agreement. The Developer agrees that any party allegedly injured or
aggrieved as a result of the City Council’s approval of the final Plat shall seek recourse against the Developer
or the Developer’s agents. In all such matters, including court actions, the Developer agrees that the
indemnification and hold harmless provisions set out in paragraph 29 shall apply to said actions. This
Agreement is a contract agreement between the City and the Developer. No provision of this Agreement
inures to the benefit of any third person, including the public at large, so as to constitute any such person as a
third-party beneficiary of the Agreement or of any one or more of the terms hereof, or otherwise give rise to
any cause of action for any person not a party hereto.
31. INSURANCE REQUIREMENTS. Developer, at its sole cost and expense, shall take out
and maintain or cause to be taken out and maintained, until the expiration of the Warranty Period, a policy
of insurance with limits for bodily injury, death, and property damage of not less than $1,000,000.00 per
occurence and $2,000,000.00 aggregate. The City, its elected and appointed officials, officers, employees,
Page 20
planners, engineers, attorneys, and agents shall be named additional insureds on any such policy. The
insurance certificate shall provide that the City shall be given 30 days advance written notice before any
modification, amendment or cancellation of the insurance becomes effective.
32. FINAL PLAT AND DEVELOPMENT AGREEMENT. The final Plat and Agreement
shall be recorded with the Scott County Recorder or Registrar of Titles, as applicable within 90 days of
approval by the City Council. The final plat shall be considered void if not recorded within the 90 days
provided for herein unless a request for a time extension is submitted in writing and approved by the City
Council prior to the expiration of the 90-day period.
33. RECONSIDERATION OR RESCISSION. If Developer fails to proceed in accordance
with this Agreement within twenty-four (24) months of the date hereof, Developer, for itself, its
successors, and assigns, shall not oppose the City’s reconsideration and rescission of all approvals issued
in connection with this Agreement, thus restoring the status of the Property before the Agreement and all
such approvals.
34. SIGNS. The Developer hereby waives any claim against the City for removal of signs
placed in the right-of-way in violation of the City Code or State Statutes. The City shall not be responsible
for any damage to, or loss of, signs removed.
35. MISCELLANEOUS.
A. Compliance With Other Laws. The Developer represents to the City that the Plat and the
Developer in performing all work under this Agreement shall comply with all county, metropolitan, state,
and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and
environmental regulations. If the City Engineer or his/her designee or the City Attorney determines that the
Plat or Developer is not in compliance, the the City Engineer or his/her designee or the City Attorney may,
Page 21
at his/her option, refuse to allow construction or Development Work on the Property until the Developer does
comply. Upon such demand, the Developer shall cease work until there is compliance.
B. Permits. The Developer shall obtain all necessary approvals, permits and licenses from the
City, and any other regulatory agencies and the utility companies. All costs incurred to obtain said approvals,
permits and licenses, and also all fines or penalties levied by any agency due to the failure of the Developer
to obtain or comply with conditions of such approvals, permits and licenses, shall be paid by the Developer.
C. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this
Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portions
of this Agreement.
D. Amendments. There shall be no amendments to this Agreement unless in writing, signed by
the parties and approved by resolution of the City Council.
E. Waiver. Failure of the City to require performance of any provision of this Agreement shall
not affect its right to require full performance of this Agreement at any time thereafter and the waiver by the
City of a breach of any such provision shall not be a waiver of any subsequent breach and shall not nullify
the effectiveness of such provision.
F. Assignment. The Developer may not assign this Agreement without the prior written
approval of the City Council. The Developer's obligation hereunder shall continue in full force and effect
even if the Developer sells one or more lots, the entire Property, or any part of it.
G. Interpretation. This Agreement shall be interpreted in accordance with and governed by the
laws of the State of Minnesota. The words herein and hereof and words of similar import, without reference
to any particular section or subdivision, refer to this Agreement as a whole rather than to any particular section
or subdivision hereof. Titles in this Agreement are inserted for convenience of reference only and shall be
disregarded in constructing or interpreting any of its provisions.
Page 22
H. Successors and Assigns. Provisions of this Agreement shall be binding upon and
enforceable against Developer’s successors and assigns including but not limited to all purchasers and
owners of all or any part of the Property and their successors and assigns.
I. Performance Standards. The Property shall be developed and operated in a manner
meeting all applicable noise, vibration, dust and dirt, smoke, odor and glare laws and regulations.
J. No City Liability. Except for the intentional acts of the City or its employees and
contractors, no failure of the City to comply with any term, condition, covenant or agreement herein shall
subject the City to liability for any claim for damages, costs or other financial or pecuniary charges.
36. PLANNED UNIT DEVELOPMENT. The Property is being developed as a Planned Unit
Development. The City Council has found that the proposed development of the Property is in compliance
with City Code Section 1106.
Page 23
CITY OF PRIOR LAKE
By: ________________________________
_____________________, Mayor
By: ________________________________
_____________________, City Manager
STATE OF MINNESOTA )
(ss.
COUNTY OF SCOTT )
The foregoing instrument was acknowledged before me this _____ day of ____________, 20__, by
_____________________, Mayor, and by ____________________, City Manager, of the City of Prior Lake,
a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its
City Council.
_____________________________________
NOTARY PUBLIC
Page 24
Java Prior Lake Retail LLC
By: ________________________________
Its: ________________________________
STATE OF MINNESOTA )
(ss.
COUNTY OF __________ )
The foregoing instrument was acknowledged before me this ______ day of ____________, 20__, by
_____________________________________ as _____________________________________________of
_________________________________, on behalf of the company.
_____________________________________
NOTARY PUBLIC
DRAFTED BY:
City of Prior Lake
4646 Dakota Street SE
Prior Lake, Minnesota 55372
Page 25
EXHIBIT A
TO DEVELOPMENT AGREEMENT
Page 26
EXHIBIT B
TO DEVELOPMENT AGREEMENT
Deposit/Escrow Amt Per Total
Construction Observation Deposit 8% of Public Improvements = $3,712.00
TOTAL Deposit/Escrow = $3,712.00
Fee Amt Per Total
Administrative Fee 6% of Public Improvements = $2,784
Park Dedication Fee $ 9,000.00 X __2.20__ Acres = $19,800.00
Trunk Sanitary Sewer Acreage $ 5,130.00 X __2.20__ Acres = $11,389.00
Trunk Water Acreage $ 4,180.00 X _2.20__ Acres = $9,280.00
Trunk Storm Sewer Acreage $ 9,390.00 X _2.20__ Acres = $20,846.00
Chip Seal Fee (Public Streets) $1.90 X 0___ Sq Yds = $0.00
TOTAL Fee = $68,126.00
Security Total
Landscaping $28,400
Sanitary Sewer = $0.00
Water Main = $0.00
Storm Sewer = $0.00
Streets/Sidewalks/Trails = $18,000
Grading/Erosion Control = $0.00
Subtotal (rounded) = $46,400
TOTAL (125% of subtotal) = $58,000.00
Oversizing Calculation Total
If Applicable) =
Fees/amounts due may be paid and/or credited against amounts owed.
Page 27
EXHIBIT C
TO DEVELOPMENT AGREEMENT
SAMPLE IRREVOCABLE LETTER OF CREDIT
No. ___________________
Date: _________________
TO: City of Prior Lake
4646 Dakota Street SE
Prior Lake, Minnesota 55372
Dear Sir or Madam:
By order of our client [name and address of client] we hereby issue our standby irrevocable Letter of Credit for the
account of the [insert name of client] for an amount or amounts not to exceed in the aggregate U.S. Dollars $
Thousand and No/100 U.S. Dollars) effective immediately and
expiring at our [insert address of office] on [insert date] relative to our client’s performance under that certain contract
entitled [insert name of contract/development agreement, etc.] dated [insert date of contract].
Funds under this Letter of Credit are available against your sight draft(s) on us, for all or part of this Letter of Credit,
mentioning thereon our Credit No.______. Each such draft must be accompanied by your signed written statement to the
effect that [name of client] has failed to comply with the terms and conditions of the above mentioned contract.
Presentation will also be deemed made upon our receipt of your telecopier transmission to us at (FAX NUMBER
insert fax number] _____________________) of a facsimile of the appropriate sight draft and written statement completed
and signed, together with your telephone advice to us at (TELEPHONE NUMBER [insert telephone number]
or such other number as we shall specify to you in writing) of your sending the
above-described telecopier transmission. Failure to make the telephone advice will not impair the validity of the
presentation. If presentations are made by facsimile the original documents are not required.
In the event that at least thirty (30) days prior to the expiry date listed above, this Letter of Credit is not extended
for a period of at least one year or has not been replaced with a substitute Letter of Credit acceptable to you, this Letter of
Credit is also payable to you upon presentation to us of your written statement mentioning thereon our Credit No.[insert
number] ____ and stating “Letter of Credit No. [insert number] __________ has not been extended for a period of at least
one year from the present expiration date and has not been replaced with a substitute Letter of Credit acceptable to us.”
This letter of credit shall automatically extend for successive one-year terms unless at least forty-five days
prior to the next annual extension date of [insert day and month of renewal] ________________ of such year, we deliver
written notice by registered mail or overnight courier to the City that we intend not to extend the letter of credit for any
additional period. If such notice is delivered and the letter of credit has not been replaced with a substitute letter of credit
acceptable to you by the date of said notice, this letter of credit is also payable to you upon presentation to us of your written
statement mentioning thereon our Letter of Credit No. [insert number] ______________ and stating “Notice of
Modification, Cancellation or Non-Extension of Letter of Credit No. [insert number]_________________has been received
and the letter of credit has not been replaced with a substitute letter of credit acceptable to us.
If we receive your sight draft(s) and statement(s) as mentioned above, here at our address [insert address], on or
before the expiry date of this Letter of Credit, we will promptly honor the same. If an interruption of our business occurred
as a result of an Act of God, riots, civil commotion, insurrections, wars or any other causes beyond our control, as described
in Article 36 of the Uniform Customs and Practices for Documentary Credits, UCP600 2007 which prevented us from
accepting and/or paying you on this Letter of Credit, we undertake upon resumption of our business to accept drafts and pay
on this Letter of Credit provided your draft is presented prior or during our business interruption or no later than thirty (30)
days following resumption of our business.
This Credit is subject to the Uniform Customs and Practices for Documentary Credits, UCP600 2007.
Very Truly Yours,
Signature of Issuer]
JAVA PROPERTIES
PRIOR LAKE RETAIL
PRIOR LAKE, MN
INDEX OF SHEETS:
C001 COVER SHEET
C101 EXISTING CONDITIONS & REMOVALS PLAN
C201 SITE PLAN
C301 GRADING PLAN
C401 UTILITY PLAN
C501 EROSION CONTROL PLAN
C601 CIVIL DETAILS
C602 CIVIL DETAILS
C603 CIVIL DETAILS
C604 CIVIL DETAILS
C605 EROSION CONTROL DETAILS
C606 EROSION CONTROL DETAILS
C607 SWPPP NARRATIVE
C608 CIVIL SITE SPECIFICATIONS
C609 CIVIL SITE SPECIFICATIONS
C610 CIVIL UTILITY SPECIFICATIONS
GENERAL NOTES:
1.TOPOGRAPHIC SURVEY, INCLUDING PROPERTY LINES, LEGAL DESCRIPTION, EXISTING UTILITIES,
TOPOGRAPHY WITH SPOT ELEVATIONS AND PHYSICAL FEATURES WAS PROVIDED BY:
DESIGN TREE ENGINEERING & LAND SURVEYING
120 17TH AVENUE WEST
ALEXANDRIA, MN 56308
2.CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID PROPERTY DAMAGE TO
ADJACENT PROPERTIES DURING THE CONSTRUCTION OF THIS PROJECT
HIGH W A Y 1 3 S O U T H
P
A
N
A
M
A
A
V
E
PROPERTY
LOCATION
PROJECT CONTACTS
CIVIL ENGINEER
DESIGN TREE ENGINEERING AND
LAND SURVEYING
MICHAEL J. GEBRER
120 17TH AVENUE WEST
ALEXANDRIA, MN 56308
TEL:320-227-0203
EMAIL:mjg@dte-ls.com
OWNER
JAVA PROPERTIES
MARK KROGH
879 SCHEFFLER AVE
ST. PAUL, MN 55102
THIS DRAWING AND THE INFORMATION THEREIN IS
THE PROPERTY OF DESIGN TREE ENGINEERING INC.
USE BY THE HOLDER OR DISCLOSURE TO OTHERS
WITHOUT THE PERMISSION OF DESIGN TREE
ENGINEERING INC. IS PROHIBITED. IT CONTAINS
PROPRIETARY AND CONFIDENTIAL INFORMATION OF
DESIGN TREE ENGINEERING INC. REPRODUCTION OF
THE MATERIAL HEREIN WITHOUT WRITTEN
ERMISSION OF DESIGN TREE ENGINEERING INC.
VIOLATES THE COPYRIGHT LAWS OF THE UNITED
STATES AND WILL SUBJECT THE VIOLATORS TO
LEGAL PROSECUTION.
COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
DRAWING NO.
DRAWN BY:
CHECKED BY:
PROJECT NO.:
NO.DATE DESCRIPTION
PR
E
L
IM
IN
A
R
Y
N
O
T
F
O
R
CO
N
S
T
R
U
C
T
IO
N
DATE:LICENSE #:
PRINTED NAME:
F:
D
E
S
I
G
N
T
R
E
E
E
N
G
I
N
E
E
R
I
N
G
P
R
O
J
E
C
T
S
1
0
9
J
A
V
A
P
R
O
P
E
R
T
I
E
S
1
0
9
2
3
0
0
7
P
R
I
O
R
L
A
K
E
R
E
T
A
I
L
C
O
N
S
T
R
U
C
T
S
C
I
V
I
L
1
0
9
2
3
0
0
7
C
D
E
T
A
I
L
S
D
W
G
4/
1
6
2
0
2
4
MICHAEL J. GERBER
56653
10923007
PRIOR LAKE
RETAIL
PRIOR LAKE, MN
XX-XX-23
GKD
MJG
BENCHMARK INFORMATION
TOP NUT HYDRANT LOCATED NORTH OF VILLAGE LAKE DRIVE, NEAR THE SW CORNER OF PROPERTY
ELEV:970.07
TOP NUT HYDRANT LOCATED NORTH OF VILLAGE LAKE DRIVE, NEAR THE SE CORNER OF PROPERTY
ELEV:972.92
COVER SHEET
C001
VILLAGE LAKE DR
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
UGE
U
G
E
UG
T
UGE UGE
U
G
T
U
G
T
U
G
T
UG
T
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l
l
l
l
l
l
CO
l
l
l
l
l
THIS DRAWING AND THE INFORMATION THEREIN IS
THE PROPERTY OF DESIGN TREE ENGINEERING INC.
USE BY THE HOLDER OR DISCLOSURE TO OTHERS
WITHOUT THE PERMISSION OF DESIGN TREE
ENGINEERING INC. IS PROHIBITED. IT CONTAINS
PROPRIETARY AND CONFIDENTIAL INFORMATION OF
DESIGN TREE ENGINEERING INC. REPRODUCTION OF
THE MATERIAL HEREIN WITHOUT WRITTEN
ERMISSION OF DESIGN TREE ENGINEERING INC.
VIOLATES THE COPYRIGHT LAWS OF THE UNITED
STATES AND WILL SUBJECT THE VIOLATORS TO
LEGAL PROSECUTION.
COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
DRAWING NO.
DRAWN BY:
CHECKED BY:
PROJECT NO.:
NO.DATE DESCRIPTION
PR
E
L
IM
IN
A
R
Y
N
O
T
F
O
R
CO
N
S
T
R
U
C
T
IO
N
DATE:LICENSE #:
PRINTED NAME:MICHAEL J. GERBER
56653
10923007
PRIOR LAKE
RETAIL
PRIOR LAKE, MN
XX-XX-23
GKD
MJG
OHE
LEGEND
HYDRANT
SANITARY MANHOLE
GATE VALVE
POWER POLE
LIGHT POLE
CATCH BASIN
SIGN
DECIDUOUS TREE
CONIFEROUS TREE
PEDESTAL
GUY WIRE
BOLLARD
POWER BOX
ELECTRIC METER
MONITORING WELL
SANITARY SEWER CLEANOUT
STORM SEWER LINE
SANITARY SEWER LINE
WATERMAIN
OVERHEAD ELECTRIC
UNDERGROUND TELEPHONE
UNDERGROUND FIBER
UNDERGROUND ELECTRIC
CONCRETE PAVEMENT
BITUMINOUS PAVEMENT
UGT
FO
UGE
l
W
CO
0'20'40'
EXISTING
CONDITIONS &
REMOVALS PLAN
C101
VILLAGE LAKE DRIVE
BENCHMARK
TOP NUT HYDRANT)
ELEV:970.07
BENCHMARK
TOP NUT HYDRANT)
ELEV:972.92
MN S T A T E H I G H W A Y 1 3
NOTES:
1.EXISTING CONDITIONS & TOPOGRAPHIC INFORMATION PROVIDED BY:
DESIGN TREE ENGINEERING & LAND SURVEYING
120 17TH AVENUE W
ALEXANDRIA, MN 56308
2.CONTRACTOR SHALL FIELD VERIFY ALL BUILDING DIMENSIONS AND REMOVAL
LIMITS PRIOR TO ANY CONSTRUCTION.
3.SAWCUT CURB AND GUTTER AND SIDEWALK, OR REMOVE AT NEAREST
EXPANSION JOINTS.
4.SAWCUT BITUMINOUS PAVEMENT FULL DEPTH AT ALL TIE-IN LOCATIONS.
5.CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES
REQUIRED TO MAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE
REMOVALS.
6.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY
PROVIDERS FOR REMOVAL AND/OR RELOCATION OF EXISTING UTILITIES
AFFECTED BY SITE DEVELOPMENT. ALL PERMITS, APPLICATIONS, AND FEES ARE
THE RESPONSIBILITY OF THE CONTRACTOR.
7.ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION
SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH
STATE AND LOCAL REQUIREMENTS.
8.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING
CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY
DAMAGE TO ADJACENT PROPERTIES.
9.THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN
ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/
OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING
LOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN
OR NOT SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION.
10.GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES.
1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR TO
ASSIST WITH PRIVATE UTILITY LOCATES.
REMOVALS LEGEND
CURB REMOVAL
BITUMINOUS PAVEMENT REMOVAL
CONCRETE REMOVAL
1
2
SAWCUT & REMOVE EXISTING BITUMINOUS PAVEMENT
SAWCUT EXISTING CONCRETE OR REMOVE AT NEAREST EXPANSION JOINT
SAWCUT EXISTING CURB & GUTTER OR REMOVE AT NEAREST EXPANSION JOINT
REMOVE CURB & GUTTER
REMOVE EXISTING SIGN & POST
3
KEY NOTES:
1
3
3
3 3
2
1 1
4
5
5 5
4
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHECO
N
O
P
A
R
K
I
N
G
NO PAR K I N G
THIS DRAWING AND THE INFORMATION THEREIN IS
THE PROPERTY OF DESIGN TREE ENGINEERING INC.
USE BY THE HOLDER OR DISCLOSURE TO OTHERS
WITHOUT THE PERMISSION OF DESIGN TREE
ENGINEERING INC. IS PROHIBITED. IT CONTAINS
PROPRIETARY AND CONFIDENTIAL INFORMATION OF
DESIGN TREE ENGINEERING INC. REPRODUCTION OF
THE MATERIAL HEREIN WITHOUT WRITTEN
ERMISSION OF DESIGN TREE ENGINEERING INC.
VIOLATES THE COPYRIGHT LAWS OF THE UNITED
STATES AND WILL SUBJECT THE VIOLATORS TO
LEGAL PROSECUTION.
COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
DRAWING NO.
DRAWN BY:
CHECKED BY:
PROJECT NO.:
NO.DATE DESCRIPTION
PR
E
L
IM
IN
A
R
Y
N
O
T
F
O
R
CO
N
S
T
R
U
C
T
IO
N
DATE:LICENSE #:
PRINTED NAME:MICHAEL J. GERBER
56653
10923007
PRIOR LAKE
RETAIL
PRIOR LAKE, MN
XX-XX-23
GKD
MJG
THIS DRAWING AND THE INFORMATION THEREIN IS
THE PROPERTY OF DESIGN TREE ENGINEERING INC.
USE BY THE HOLDER OR DISCLOSURE TO OTHERS
WITHOUT THE PERMISSION OF DESIGN TREE
ENGINEERING INC. IS PROHIBITED. IT CONTAINS
PROPRIETARY AND CONFIDENTIAL INFORMATION OF
DESIGN TREE ENGINEERING INC. REPRODUCTION OF
THE MATERIAL HEREIN WITHOUT WRITTEN
ERMISSION OF DESIGN TREE ENGINEERING INC.
VIOLATES THE COPYRIGHT LAWS OF THE UNITED
STATES AND WILL SUBJECT THE VIOLATORS TO
LEGAL PROSECUTION.
COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
DRAWING NO.
DRAWN BY:
CHECKED BY:
PROJECT NO.:
NO.DATE DESCRIPTION
PR
E
L
IM
IN
A
R
Y
N
O
T
F
O
R
CO
N
S
T
R
U
C
T
IO
N
DATE:LICENSE #:
PRINTED NAME:MICHAEL J. GERBER
56653
10923007
PRIOR LAKE
RETAIL
PRIOR LAKE, MN
XX-XX-23
GKD
MJG
PROPERTY INFORMATION
TOTAL PROPERTY AREA 2.22 AC
VALVOLINE PROPERTY AREA 0.75 AC
EVERBROOK PROPERTY AREA 1.47 AC
DISTURBED AREA 2.32 ±AC
EXISTING IMPERVIOUS AREA 0.00 AC
PROPOSED IMPERVIOUS AREA 1.40 AC
PROPOSED SITE LEGEND
LIGHT DUTY BITUMINOUS PAVEMENT
HEAVY DUTY BITUMINOUS PAVEMENT
CONCRETE SIDEWALK
CURB AND GUTTER
TIPPED CURB AND GUTTER
PLAYGROUND FENCE
TRAFFIC CONTROL SIGNAGE
PAINTED DIRECTIONAL ARROW
PAINTED ACCESSIBLE PARKING SYMBOL
PARKING COUNT SYMBOL
0'20'40'
NOTES:
1.ALL DIMENSIONS SHOWN ARE TO FLOW LINE, CENTERLINE OF FENCE,
EDGE OF PAVEMENT, OR EXTERIOR FACE OF BUILDING, UNLESS
OTHERWISE NOTED.
2.CONTRACTOR SHALL VERIFY ALL PLAN AND DETAIL DIMENSIONS PRIOR
TO CONSTRUCTION.
3.ALL CROSSWALK STRIPING SHALL BE WHITE IN COLOR.
4.ALL INTERIOR PARKING STALL STRIPING SHALL BE 4" AND YELLOW IN
COLOR.
5.ACCESSIBLE PARKING STALL STRIPING, ACCESS AISLE, SYMBOL, AND
SIGNAGE SHALL BE IN ACCORDANCE WITH LOCAL AUTHORITY
REQUIREMENTS.
6.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES
DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO
AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES.
7.ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.
8.CONTRACTOR SHALL PROVIDE A TEMPORARY PEDESTRIAN ACCESS ROUTE
PLAN FOR ANY WORK PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY.
9.CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN
FOR ANY WORK PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY.
10.PLAYGROUND INSTALLER TO REFER TO C401 UTILITY PLAN. FIELD
COORDINATE WITH UTILITY CONTRACTOR TO CONFIRM UTILITY AND
PLAYGROUND CONFLICTS.
11.GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED
UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE
UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES.
1
2
B612 CURB AND GUTTER
TAPER REVEAL ON CURB TRANSITION
ADA PEDESTRIAN RAMP (SEE DETAILS)
RIBBON CURB
ACCESSIBLE PARKING STRIPING & SYMBOL
PARKING STRIPING
CONCRETE SIDEWALK/PATIO/SLAB (SEE CIVIL DETAILS)
TRASH ENCLOSURE (SEE ARCHITECTURAL)
ACCESSIBLE PARKING" SIGN & POST
BOLLARD (SEE ARCHITECTURAL)
PLAYGROUND EQUIPMENT/PATIO FURNITURE (SEE ARCHITECTURAL)
LIGHT POLE (SEE ELECTRICAL)
MONUMENT SIGN (SEE ARCHITECTURAL)
PLAYGROUND FENCE (SEE ARCHITECTURAL)
PAINTED PAVEMENT MESSAGE AND DIRECTIONAL ARROWS
5' CURB CUT
B612 DRIVEWAY CURB
BITUMINOUS STREET REPAIR
2' VALLEY GUTTER
DO NOT ENTER" SIGN & POST
NO PARKING" SIGN & POST
CROSSWALK STRIPING
GATE (SEE ARCHITECTURAL)
3
4
5
KEY NOTES:
6
7
8
9
10
SITE PLAN
C201
MN S T A T E H I G H W A Y 1 3
VILLAGE LAKE DRIVE
9
0
0
T
Y
P
18.00
TYP.)
9
0
0
T
Y
P
18
0
0
T
Y
P
9.00
TYP.)
18
0
0
T
Y
P
9.00
TYP.)
9.00
TYP.)
R5.00
R5
67
R5.
0 0
R
5
0
0
R
5
0
0 R5
00
R16.00
R39
00
R15
00
R39.00
R5.
00
R15
00
24
0
0
24.00
2
8
0
0
8.50
8
0
0
17.33
6.83
8.00
PROPOSED BUILDING
24
0
0
42.00
1
1
1
1
1
24
0
0
15.67
7
22
6
6
6
11
12
13
14
7
7
7
7
7
8
8 9
9
10
10
10
10
21
10
10
15
PROPOSED BUILDING
9
14
14
14
12
15
1515
15
15
15
15
15
8.24
8
0
0
20
3
8
38
3
8
13
15
15
2
7
2
1
1
5
16
1
7
1
11
4
17
2
2
2
4
16
17
18
19
20
21
22
23
VALVOLINE PARKING INFORMATION
PARKING STALLS 8 STALLS
ACCESSIBLE STALLS 1 STALLS
TOTAL STALLS 9 STALLS
EVERBROOK PARKING INFORMATION
PARKING STALLS 35 STALLS
ACCESSIBLE STALLS 2 STALLS
TOTAL STALLS 37 STALLS
65.10
68.33
4
4
4
9
7
19
13
5
60.00
27.68
12
6
7
14.08
19
23
5
14
23
23
7
23
2
6
5
0
32.33
14
5
1
0
5
11
11
3
18
7
2
1
3
6
17.13
11
11
21
4
2
2
2
1
1
1
1
1
1
4
2
1
1
1
7
20
5
23
23
23
1
9
0
2
R5
00
18.00
4.00
32.67
10.33
R5.
00
R5
00
R1
0
00
R7
0
0
R5.00
R31.00
R33.00 R9.00
24.00
4.50
15
R4.00
R5.00
R5
00
R8.
00
R4.
00
R
1
2
0
0
R5
00
R5.
00
8
2
6
6
41.98
3
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
UGE
U
G
E
UG
T
UGE UGE
U
G
T
U
G
T
U
G
T
UG
T
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l
l
l
l
l
l
CO
l
l
l
l
l
l
l
l
N
O
P
A
R
K
I
N
G
NO PAR K I N G
970
971
9
7
1
970
967
967
968
968
969
969
971
966
969
968
967
967
966
970
9
7
0
970
969
968
973
971
9
7
0
9
7
0
96
9
971
974 973
9
7
2
9
7
1
97
1
972
l
l
l
l
l
l
l
971.43
971.38
970.77
970.59
970.06
970.00
970.10
971.19
971.50
971.60
971.76
971.76971.44
971.00
971.32
971.70 971.65
971.00
971.29
971.78
971.49
970.83
970.23
970.30
970.32
970.51
969.90
970.34
970.22
970.08
970.05
969.66
969.54
970.78
970.74
970.83
971.44
971.36
970.35
970.41
971.58
971.78
970.62
970.57
970.66
971.38
971.44
971.39
971.20
971.20
971.69
971.93
971.76
971.59
971.92
971.92
972.05
971.67
970.90
971.61
971.61
971.87
971.72
971.63
970.57
970.29
971.70
969.43970.10
971.80
971.90
971.90
971.00
971.90
971.00
969.73
971.76
971.90
971.63
971.27
970.16
971.71
971.10
971.72
970.99
970.48
968.63
972.17
967.53
968.00
971.44
971.76
969.67
969.79
971.55
970.43
970.06
970.01
969.62
970.14
970.30
970.30
969.91
971.26
970.74
971.22
970.86
970.96
969.67
970.85
971.21
969.29
971.50
971.36
971.59
971.32
971.46
971.14
971.44
971.61
971.65
972.08
971.44
971.44
970.63
970.90
970.94
971.44
971.58
971.41
971.38
971.40
THIS DRAWING AND THE INFORMATION THEREIN IS
THE PROPERTY OF DESIGN TREE ENGINEERING INC.
USE BY THE HOLDER OR DISCLOSURE TO OTHERS
WITHOUT THE PERMISSION OF DESIGN TREE
ENGINEERING INC. IS PROHIBITED. IT CONTAINS
PROPRIETARY AND CONFIDENTIAL INFORMATION OF
DESIGN TREE ENGINEERING INC. REPRODUCTION OF
THE MATERIAL HEREIN WITHOUT WRITTEN
ERMISSION OF DESIGN TREE ENGINEERING INC.
VIOLATES THE COPYRIGHT LAWS OF THE UNITED
STATES AND WILL SUBJECT THE VIOLATORS TO
LEGAL PROSECUTION.
COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
DRAWING NO.
DRAWN BY:
CHECKED BY:
PROJECT NO.:
NO.DATE DESCRIPTION
PR
E
L
IM
IN
A
R
Y
N
O
T
F
O
R
CO
N
S
T
R
U
C
T
IO
N
DATE:LICENSE #:
PRINTED NAME:MICHAEL J. GERBER
56653
10923007
PRIOR LAKE
RETAIL
PRIOR LAKE, MN
XX-XX-23
GKD
MJG
GRADING LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING CONTOUR LABEL
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED CONTOUR LABEL
EXISTING SPOT ELEVATION*
PROPOSED SPOT ELEVATION*
PROPOSED SURFACE FLOW
DIRECTION
SPOT ELEVATIONS ALONG CURB & GUTTER AND OTHER
REVEALS ARE TO FLOWLINE, UNLESS OTHERWISE NOTED.
100
0'20'40'
NOTES:
1.THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN
HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE
SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR
FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY
EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING
CONSTRUCTION.
2.SIDEWALKS SHALL MEET ADA REQUIREMENTS, AND SHALL NOT EXCEED
2.00% CROSS SLOPE, OR 5.00% LONGITUDINAL SLOPE.
3.CONCRETE ENTRANCES AND APPROACHES SHALL NOT EXCEED 2.00%
CROSS SLOPE IN SIDEWALK AREAS.
4.ACCESSIBLE PARKING STALLS SHALL MEET ADA REQUIREMENTS, AND
SHALL NOT EXCEED 2.00% CROSS SLOPE IN ALL DIRECTIONS.
5.PEDESTRIAN RAMPS SHALL MEET ADA REQUIREMENTS.
6.ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION
SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE
WITH STATE AND LOCAL REQUIREMENTS.
7.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION
OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND
BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS
ASSOCIATION OF MINNESOTA.
8.IN ADDITION TO THESE PLANS, A STORMWATER MANAGEMENT STUDY HAS
BEEN PROVIDED. THE STORMWATER MANAGEMENT STUDY INCLUDES
ADDITIONAL INFORMATION REGARDING THE DESIGN OF THE
STORMWATER MANAGEMENT BMP. THE CONTRACTOR SHALL REVIEW THE
STORMWATER BOOK AND COMPLY WITH ALL STATE AND LOCAL
REQUIREMENTS.
9.ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.
10.INFILTRATION AREAS SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL
THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND
STABILIZED. ONLY LOW IMPACT TRACK EQUIPMENT SHALL BE USED
WITHIN INFILTRATION AREAS.
11.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS &
GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS
ARE TO FINISHED SURFACE GRADE.
12.GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED
UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY
LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES.
XX.XX
1
2
MATCH INTO EXISTING BITUMINOUS PAVEMENT
MATCH INTO EXISTING CURB & GUTTER
GRADE BREAK
CONCRETE SIDEWALK FLUSH WITH PAVEMENT
MATCH INTO EXSTING CONCRETE
B612 TIPPED CURB & GUTTER
3
4
KEY NOTES:
GRADING PLAN
C301
MN S T A T E H I G H W A Y 1 3
VILLAGE LAKE DRIVE
PROPOSED BUILDING
FFE:972.00
1
1
2
2
2
2
3
4
PROPOSED BUILDING
FFE:972.00
4
4
4
5
5
5
2
2
11
G
R
A
D
E
S
W
A
L
E
G
R
A
D
E
S
W
A
L
E
GR
A
D
E
S
W
A
L
E
BENCHMARK INFORMATION
TOP NUT HYDRANT LOCATED NORTH OF VILLAGE LAKE DRIVE, NEAR THE SW CORNER OF PROPERTY
ELEV:970.07
TOP NUT HYDRANT LOCATED NORTH OF VILLAGE LAKE DRIVE, NEAR THE SE CORNER OF PROPERTY
ELEV:972.92
6
6
6
6
6
3
6
6
5
5
6
3
6
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
UGE
U
G
E
UG
T
UGE UGE
U
G
T
U
G
T
U
G
T
UG
T
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l
l
l
l
l
l
CO
l
l
l
l
l
l
l
l
N
O
P
A
R
K
I
N
G
NO PAR K I N G
l
l
l
l
l
l
l
THIS DRAWING AND THE INFORMATION THEREIN IS
THE PROPERTY OF DESIGN TREE ENGINEERING INC.
USE BY THE HOLDER OR DISCLOSURE TO OTHERS
WITHOUT THE PERMISSION OF DESIGN TREE
ENGINEERING INC. IS PROHIBITED. IT CONTAINS
PROPRIETARY AND CONFIDENTIAL INFORMATION OF
DESIGN TREE ENGINEERING INC. REPRODUCTION OF
THE MATERIAL HEREIN WITHOUT WRITTEN
ERMISSION OF DESIGN TREE ENGINEERING INC.
VIOLATES THE COPYRIGHT LAWS OF THE UNITED
STATES AND WILL SUBJECT THE VIOLATORS TO
LEGAL PROSECUTION.
COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
DRAWING NO.
DRAWN BY:
CHECKED BY:
PROJECT NO.:
NO.DATE DESCRIPTION
PR
E
L
IM
IN
A
R
Y
N
O
T
F
O
R
CO
N
S
T
R
U
C
T
IO
N
DATE:LICENSE #:
PRINTED NAME:MICHAEL J. GERBER
56653
10923007
PRIOR LAKE
RETAIL
PRIOR LAKE, MN
XX-XX-23
GKD
MJG
0'20'40'
NOTES:
1.THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN
HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE
SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR
FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY
EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED
DURING CONSTRUCTION.
2.CONTRACTOR SHALL VERIFY AND COORDINATE BUILDING UTILITY
CONNECTION SIZES, LOCATIONS, AND ELEVATIONS WITH PLUMBING,
MECHANICAL, AND ELECTRICAL CONTRACTORS.
3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT
EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND
BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY
ENGINEERS ASSOCIATION OF MINNESOTA.
4.ALL WATER PIPING SHALL BE BURIED A MINIMUM OF 8'.
5.SEE WATER DETAILS FOR ADDITIONAL INFORMATION.
6.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL
WATER LINE CROSSINGS WITH SANITARY SEWER OR STORM SEWER.
THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTIONS WITHIN 10
FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER.
7.SANITARY SEWER CLEANOUTS SHALL BE PROVIDED WITHIN 5' OF THE
BUILDING FOR UNIT'S CONNECTION.
8.SANITARY SEWER CLEANOUT SPACING SHALL NOT EXCEED 90'.
9.SANITARY SEWER SERVICES SHALL HAVE A MINIMUM OF 2.00% GRADE.
10.SEE SANITARY SEWER DETAILS FOR ADDITIONAL INFORMATION.
11.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE
TRACER) WIRE PER MINNESOTA RULES, PART 7560.0150
12.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH
THE MINNESOTA STATE PLUMBING CODE.
13.ALL PIPING SHALL BE TESTED IN ACCORDANCE WITH THE MINNESOTA
STATE PLUMBING CODE.
14.CONTRACTOR SHALL COORDINATE UTILITY INSPECTIONS WITH LOCAL
AUTHORITIES HAVING JURISDICTION.
15.GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED
UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE
UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES.
16.ROOF DRAIN LEADER PIPE WITH LESS THAN 60" OF COVER SHALL BE
COVERED WITH 3" OF INSULATION. REFER TO DETAIL.
17.DESIGN INFILTRATION RATE OF 1.63 IN/HR. CONTRACTOR SHALL
PERFORM (2) DOUBLE RING INFILTROMETER TESTS PER BMP TO VERIFY
SUBSOILS WILL INFILTRATE AT A RATE BETWEEN 1.63 IN/HR AND 8.0
IN/HR. CONTRACTOR SHALL CONTACT CIVIL ENGINEER WITH RESULTS.
IF SOILS FAIL TO INFILTRATE WITHIN THIS RANGE. CONTRACTOR SHALL
PROVIDE A SOIL AMENDMENT TO A DEPTH 3-FT BELOW THE BOTTOM OF
STONE ELEVATION TO PROVIDE AN INFILTRATION RATE BETWEEN 1.63
IN/HR AND 8.0 IN/HR.
18.PROPOSED INFILTRATION BMPS SHALL CONFORM TO THE
REQUIREMENTS LISTED IN THE STORMWATER MANAGEMENT STUDY AND
PER THE DETAIL.
UTILITY PLAN
C401
EXISTING HYDRANT
EXISTING CURB STOP
EXISTING GATE VALVE
EXISTING SANITARY MANHOLE
EXISTING CLEANOUT
EXISTING STORM MANHOLE
EXISTING CATCH BASIN
EXISTING CULVERT APRON
EXISTING WATER LINE
EXISTING SANITARY LINE
EXISTING STORM LINE
PROPOSED HYDRANT
PROPOSED CURB STOP
PROPOSED GATE VALVE
PROPOSED SANITARY MANHOLE
PROPOSED CLEANOUT
PROPOSED STORM MANHOLE
PROPOSED FERNCO CONNECTION
PROPOSED CATCH BASIN
PROPOSED CULVERT APRON
PROPOSED WATER LINE
PROPOSED SANITARY LINE
PROPOSED STORM LINE
CO
D
l
UTILITY LEGEND
l
MN S T A T E H I G H W A Y 1 3
VILLAGE LAKE DRIVE
PROPOSED BUILDING
FFE:972.00
PROPOSED BUILDING
FFE:972.00
6" 22.5° BEND
6" 45° BEND
12" FES INV:966.50
STORM SEWER MH#5
RIM:971.10
INV W: 966.50
INV S: 965.50
AT-GRADE DOWN
SPOUT COLLECTION
INV:968.65
TYP OF 7
180 LF - 12" PERFORATED
HDPE INFILTRATION BMP
INV:896.50
STORM SEWER MH#4
RIM:968.63
INV W: 966.50
INV N: 965.50
INV S: 965.50
42 LF - 4" PERFORATED
HDPE @2.00%
13 - 4" SCH 40 PVC @2.00%,
TYP. OF 7
AT-GRADE DOWN SPOUT COLLECTION
INV:968.65 TYP. OF 7
CONNECTION TO INFILTRATION BMP
TYP. OF 6
INV:968.45
57 LF - 12" PERFORATED
HDPE INFILTRATION BMP
INV:896.50
5' CURB CUT
12" FES INV:966.50
12" FES INV: 966.50
144 LF - 18" PVC @ 1.50%
STORM SEWER MH#2
RIM:967.50
48" OVERFLOW GRATE
INV W:964.75
STORM SEWER MH#1
RIM:967.50
48" OVERFLOW GRATE
INV E:962.56
INV S:962.56
CORE DRILL AND CONNECT TO
EXISTING CATCH BASIN
INV N:962.33
23 LF - 18" PVC @ 1.00%
130 LF - 12" PREFORATED
HDPE INFILTRATION BMP
INV:896.50
CATCH BASIN MH#3
RIM:969.43
INV N:966.50
STORM SEWER MH#7
RIM:972.01
INV E: 968.45
INV N: 965.50
INV S: 965.50
CATCH BASIN#8
RIM:970.35
INV:965.50
STORM SEWER MH#9
RIM:971.44
INV N:965.50
INV S:965.50
SUMP:962.50
INFILTRATION POND #1
100 YR HWL: 968.00
EOF: 969.00
BOTTOM 966.00
INFILTRATION POND #2
HWL: 968.30
EOF: 969.00
BOTTOM: 965.00
187 LF - 4" PVC SANITARY
SEWER @ 2.00% MIN.
SANITARY SEWER CONNECTION
INV:966.60
COORDINATE SIZE, LOCATION AND
ELEVATION WITH PLUMBING ENGINEER)
180 LF - 6" C900 PVC COMBINED
FIRE AND WATER SERVICE
@ 8' MIN BURY
CONNECT TO EXISTING
WATER SERVICE
FIELD VERIFY SIZE,
DEPTH, AND LOCATION)
8" X 6" REDUCER
GATE VALVE
45° BEND
CONNECT TO EXISTING SANITARY SEWER SERVICE
FIELD VERIFY SIZE, DEPTH, AND LOCATION)
8" x 4" REDUCER AND RISER PIPE
4" CLEAN OUT
4" CLEAN OUT WITHIN 5'
OF BUILDING
4" CLEAN OUT
4" CLEAN OUT
105 LF - SCH 40
PVC @2.00%
6" 45° BEND
105 LF - 6" PVC C900 COMBINED
FIRE AND WATER SERVICE
@ 8' MIN. BURY
150 FT HYDRANT
RADIUS
150 FT HYDRANT
RADIUS
CONNECT TO EXISTING SANITARY SEWERMAIN
EX INV:955.82)
FIELD VERIFY SIZE, DEPTH, & LOCATION)
CATCH BASIN#6
RIM:969.73
INV N:965.50
INV S:965.50
AT-GRADE DOWN
SPOUT COLLECTION
INV:968.70
26 LF - 4" SCH 40 PVC @1.00%
CONNECTION TO INFILTRATION BMP
TYP. OF 6
INV:968.45
2) 4" PVC 45° BEND
4" PVC 45° BEND
CATCH BASIN#10
RIM:970.57
INV:966.20
SANITARY SEWER CONNECTION
INV:966.60
COORDINATE SIZE, LOCATION AND
ELEVATION WITH PLUMBING ENGINEER)
10 LF - 4" SCH 40 PVC @ 2.00%
CONNECT PERFORATED HDPE
TO SCH 40 PVC
INV:968.45
10 LF - 4" SCH 40 PVC @ 2.00%
10 LF - 4" SCH 40 PVC @ 2.00%
10 LF - 4" SCH 40 PVC @ 2.00%
CONNECT PERFORATED HDPE
TO SCH 40 PVC
INV:968.45
CONNECT PERFORATED HDPE
TO SCH 40 PVC
INV:968.45
CONNECT PERFORATED HDPE
TO SCH 40 PVC
INV:968.45
26 LF - 4" PERFORATED HDPE @2.00%
CONNECT TO ADJACENT PERFORATED HDPE
4" WYE
4" 45° BEND (2)
56 LF - 4" PERFORATED HDPE @2.00%
11 LF - 4" PERFORATED HDPE @2.00%
CONNECT TO ADJACENT PERFORATED HDPE
4" WYE
4" 45° BEND
56 LF - 4" PERFORATED HDPE @2.00%
4" 45° BEND
44 LF - 4" PERFORATED HDPE @2.00%
4" 45° BEND
CONNECT TO 12"
PERFORATED HDPE BMP
INV:966.50 (TYP OF 3)
130 LF - 12" PERFORATED
HDPE INFILTRATION BMP
INV:896.50
43 LF - 12" PERFORATED
HDPE INFILTRATION BMP
INV:896.50
92 LF -12" PERFORATED
HDPE INFILTRATION BMP
INV:896.50
70 LF - 4" SCH 40 PVC @ 2.00%
192 LF - 12" PERFORATED
HDPE INFILTRATION BMP
INV:896.50
16 LF -12" PERFORATED
HDPE INFILTRATION BMP
INV:896.50
6" WET TAP TO
EXISTING WATERMAIN
FIELD VERIFY SIZE,
DEPTH, & LOCATION)
6" GATE VALVE
4" 45° BEND
4" 90° BEND4" 22.5° BEND
4" 45° BEND
4" CLEANOUT
6" 22.5° BEND
6" 90° BEND
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
UGE
U
G
E
UG
T
UGE UGE
U
G
T
U
G
T
U
G
T
UG
T
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l
l
l
l
l
l
CO
l
l
l
l
l
l
l
l
N
O
P
A
R
K
I
N
G
NO PAR K I N G
l
l
l
l
l
l
l
THIS DRAWING AND THE INFORMATION THEREIN IS
THE PROPERTY OF DESIGN TREE ENGINEERING INC.
USE BY THE HOLDER OR DISCLOSURE TO OTHERS
WITHOUT THE PERMISSION OF DESIGN TREE
ENGINEERING INC. IS PROHIBITED. IT CONTAINS
PROPRIETARY AND CONFIDENTIAL INFORMATION OF
DESIGN TREE ENGINEERING INC. REPRODUCTION OF
THE MATERIAL HEREIN WITHOUT WRITTEN
ERMISSION OF DESIGN TREE ENGINEERING INC.
VIOLATES THE COPYRIGHT LAWS OF THE UNITED
STATES AND WILL SUBJECT THE VIOLATORS TO
LEGAL PROSECUTION.
COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
DRAWING NO.
DRAWN BY:
CHECKED BY:
PROJECT NO.:
NO.DATE DESCRIPTION
PR
E
L
IM
IN
A
R
Y
N
O
T
F
O
R
CO
N
S
T
R
U
C
T
IO
N
DATE:LICENSE #:
PRINTED NAME:MICHAEL J. GERBER
56653
10923007
PRIOR LAKE
RETAIL
PRIOR LAKE, MN
XX-XX-23
GKD
MJG
NOTES:
1.ALL DISTURBED AREAS SHALL BE FINAL GRADED AND PERMANENTLY
STABILIZED WITH THE SEED MIX IDENTIFIED ON PLANS.
2.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA,
NPDES, MNDOT, AND CITY.
3.INLET PROTECTION SHALL BE PROVIDED ON ALL CATCH BASINS AND
INLETS DOWN GRADIENT OF CONSTRUCTION ACTIVITY.
4.PROVIDE SILT FENCE PERIMETER CONTROL DOWN GRADIENT OF ALL
CONSTRUCTION ACTIVITY AND TEMPORARY STOCKPILES.
5.TEMPORARY STABILIZED CONSTRUCTION EXITS SHALL BE INSTALLED
AND MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION.
6.NO OFFSITE VEHICLE TRACKING IS PERMITTED. STREETS SHALL BE
CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS
AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS.
7.REFER TO THE SWPPP AND THE CITY OF PRIOR LAKE EROSION CONTROL
REQUIREMENTS FOR FURTHER EROSION CONTROL SEQUENCING.
8.IN ADDITION TO THESE PLANS, A STORMWATER MANAGEMENT STUDY
HAS BEEN PROVIDED. THE STORMWATER MANAGEMENT STUDY
INCLUDES ADDITIONAL INFORMATION REGARDING THE DESIGN OF THE
STORMWATER MANAGEMENT BMP. THE CONTRACTOR SHALL REVIEW
THE STORMWATER BOOK AND COMPLY WITH ALL STATE AND LOCAL
REQUIREMENTS.
9.WHEN INSTALLING END-OF-LINE FLARED END SECTIONS, BRING THE
SILT FENCE UP & OVER THE FLARED END SECTIONS & COVER DISTURBED
AREAS WITH RIP RAP. THE UPSTREAM FLARED END SECTIONS SHALL
HAVE WOOD FIBER BLANKET INSTALLED ON THE DISTURBED SOILS.
10.INFILTRATION AREAS SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL
THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND
STABILIZED. ONLY LOW IMPACT TRACK EQUIPMENT SHALL BE USED
WITHIN INFILTRATION AREAS.
11.GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED
UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE
UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES.
EROSION CONTROL QUANTITIES:
STABILIZED CONSTRUCTION EXIT (2 EA)
SILT FENCE (1312 LF)
MNDOT SEED MIX 25-151 (HYDROSEED)(0.59 AC)
RIPRAP (18 CY) SEE DETAIL
CATEGORY 20 ECB & MNDOT 25-151 (965 SY)
BIO SEDIMENT LOG (105 LF)
INLET PROTECTION (10 EA)
NOTE: QUANTITIES SHOWN ARE FOR SWPPP PLAN, AND ARE NOT FOR BIDDING
PURPOSES.
0'20'40'
EROSION
CONTROL PLAN
C501
MN S T A T E H I G H W A Y 1 3
VILLAGE LAKE DRIVE
PROPOSED BUILDING
PROPOSED BUILDING
SILT FENCE
SILT FENCE
SILT FENCE
SILTFENCESILTFENCE
INLET PROTECTION INLET PROTECTION INLET PROTECTION
INLET PROTECTION INLET PROTECTION
INLET PROTECTION
INLET PROTECTION
INLET PROTECTION
INLET PROTECTION
INLET PROTECTION
MNDOT SEED MIX
25-151 (HYDROSEED)
MNDOT SEED MIX
25-151 (HYDROSEED)
MNDOT SEED MIX
25-151 (HYDROSEED)
MNDOT SEED MIX
25-151 (HYDROSEED)
MNDOT SEED MIX
25-151 (HYDROSEED)
MNDOT SEED MIX
25-151 (HYDROSEED)
CATEGORY 20 ECB
MNDOT 25-151
CATEGORY 20 ECB
MNDOT 25-151
CATEGORY 20 ECB
MNDOT 25-151
CATEGORY 20 ECB
MNDOT 25-151
MNDOT SEED MIX
25-151 (HYDROSEED)
STABILIZED
CONSTRUCTION EXIT
STABILIZED
CONSTRUCTION EXIT
BIO SEDIMENT LOG
BIO SEDIMENT
LOG
RIPRAP
RIPRAP
RIPRAP
VARIABLE
WIDTH
2% MAX.
CROSS SLOPE
5
1
1/2" EXPANSION JOINTS AT
ADJACENT WALK OR STRUCTURE
MN/DOT 3702
CONCRETE SIDEWALK
MN/DOT SPEC. 2521,
MIX NO. 3F52
CONTRACTION JOINTS PER
MN/DOT SPEC. 2521
1/2" EXPANSION JOINT
COMPACTED GRANULARMATERIAL6"
4"
6"
13-1/2"
1
3 SLOPE34" PER FT
1/2" R
6"
3" R
1/2" R
7"
8"
VARIES
SEE PLAN
1/2" R
1/2" R
VARIES
SEEPLAN8"
9-1/2"
1-1/2"
7"
4"
3
1
SLOPE
3/4" PER FT
1/2" R
1/2" R
7"
VARIES
SEEPLAN12"
TIPPED GUTTER
TYPICAL SIDEWALK DETAIL
TIPPED GUTTER
CLASS 5 AGGREGATE BASE
TYPICAL CONCRETE PAVEMENT SECTION
COMPACTED SUBGRADE
NOTIFY ENGINEER PRIOR TO
PLACING AGGREGATE BASE IF
ORGANIC MATERIAL IS ENCOUNTERED
IN SUBGRADE
8"
6"
CURB & GUTTER DETAILS
11
3
4
SLOPE
3/4" PER FT
TIPPED GUTTER
B6 CURB
B6 CURB AT
DRIVEWAY
D4 CURB
2'-0"
8'-0"8'-0"
SE
E
P
L
A
N
S
45°
SIGNAGE:
INSTALL ON POST WITHIN 2'
MIN AND 8' MAX FROM HEAD
OF STALL
NO PARKING STRIPING:
PAINT ACCESS AISLE AND AREA
BEHIND PARKING SPACE ADJACENT TO
BUILDING ENTRY SIDEWALK WITH
ANGLED STRIPING AS INDICATED;
VERIFY REQUIREMENTS INCLUDING
FOREGROUND/BACKGROUND COLORS
WITH LOCAL AUTHORITY
UNIVERSAL DISABLED SYMBOL:
VERIFY REQUIREMENTS
INCLUDING COLORS WITH LOCAL
AUTHORITY
ACCESSIBLE PARKING LAYOUT
SIGN PANELS AS SPECIFIED OR AS SHOWN
ON THE PLANS OR SIGN LEGEND
STREET SIGNS
1.SHALL BE V.I.P. (VISUAL IMPACT PERFORMANCE)
REFLECTIVE SHEETING PER MNDOT 3352.2A.2.
2.ATTACH TO SIGN POST WITH 3
8" DRIVE RIVET AND NYLON
WASHER
3.INSTALL SO BOTTOM OF SIGN PANEL IS 7' FROM FINISH
GRADE
SIGN POSTS
1.1-3/4" SQUARE
2.14 GAUGE WITH PUNCHED HOLES.
3.MINIMUM 8 FEET, MAXIMUM 12 FEET LONG. (LENGTH
REQUIRED TO BE DETERMINED BY THE SIZE OF THE SIGN
PANEL).
4.SIGN POSTS TO BE LOCATED WITHIN CONCRETE AS
DIRECTED BY ENGINEER.
NOTES:
1.ALL POSTS, HARDWARE, AND ANCHOR SYSTEMS
SHALL BE TELESPAR SQUARE TUBE SYSTEMS AS
DISTRIBUTED BY UNISTRUT CORPORATION, OR
EQUAL.
SURFACE MOUNT SIGN DETAIL
CONCRETE OR EXISTING GROUND
CONCRETE MOUNTING FASTENER PER
MANUFACTURER'S REQUIREMENTS
4"
B)
2
1
1.0-12" DEPTH TRENCH
SLOPE DEPENDS ON SOIL TYPE.
2.12-20' DEPTH TRENCH
SLOPE DEPENDS ON SOIL TYPE.
3.0-20' DEPTH TRENCH
SUPPORT OR SHIELD SYSTEM CAN BE UTILIZED TO REDUCE
TRENCH WIDTH.
4.20' OR GREATER DEPTH TRENCH
EXCAVATION MUST BE DESIGNED BY A LICENSED PROFESSIONAL
ENGINEER. CONTRACTOR SHALL HAVE THE DESIGN COMPLETED
AT HIS EXPENSE AND PROVIDE A COPY TO THE OWNER AND THE
PROJECT ENGINEER.
A)MINIMUM TRENCH WIDTH SHALL ALLOW FOR SIX INCHES OF
CLEARANCE ON EACH SIDE OF PIPE JOINT HUB.
B)THE TRENCH MAY BE OVEREXCAVATED A MIN. OF 6" &
BACKFILLED WITH COMPACTED GRANULAR MATERIALS WHEN
ROCK, INCOMPRESSIBLE MATERIALS, OR UNSTABLE SOILS ARE
ENCOUNTERED.
C)COMPACTED GRANULAR ENCASEMENT MATERIAL SHALL COVER
THE TOP OF PIPE BY AT LEAST 12" AND EXTEND THE FULL WIDTH OF
THE TRENCH OR AT LEAST 2 1/2" TIMES THE PIPE DIAMETER ON
EACH SIDE OF THE PIPE.
D)BEDDING AND HAUNCHING MATERIAL SHALL BE PLACED AND
COMPACTED TO PROVIDE FULL SUPPORT FOR THE LENGTH OF THE
PIPE.
NOTES:
1.THIS DETAIL APPLIES TO SANITARY SEWER, STORM SEWER,
WATERMAIN, AND ALL SERVICE PIPES.
PIPE WIDTH
A)
COMPACTED GRANULAR
ENCASEMENT MATERIAL
GRANULAR BEDDING MATERIAL
12"
C)
3.5' MAX.
1/2 PIPE DIA.
D)
PIPE
TYPICAL PIPE BEDDING DETAIL
COMPACTED SUBGRADE
NOTIFY ENGINEER PRIOR TO PLACING
AGGREGATE BASE IF ORGANIC MATERIAL
IS ENCOUNTERED IN SUBGRADE
8" CLASS 5 AGGREGATE BASE
2" NON-WEARING COURSE
SPNWB330B)
TACK COAT
1-1/2" WEARING COURSE
SPWEB340B)
NOTES:
1.ALL ORGANIC OR OTHER UNSUITABLE MATERIAL SHALL
BE REMOVED FROM BENEATH THE ROADWAY.
COMPACTED SUBGRADE
NOTIFY ENGINEER PRIOR TO
PLACING AGGREGATE BASE IF
ORGANIC MATERIAL IS ENCOUNTERED
IN SUBGRADE
12" CLASS 5 AGGREGATE BASE
2-1/2" NON-WEARING
COURSE (SPNWB330B)
TACK COAT
2" WEARING COURSE
SPWEB340B)
NOTES:
1.ALL ORGANIC OR OTHER UNSUITABLE MATERIAL
SHALL BE REMOVED FROM BENEATH THE
ROADWAY.
LIGHT DUTY BITUMINOUS PAVEMENT SECTION
HEAVY DUTY BITUMINOUS PAVEMENT SECTION
VARIES
CURB AND GUTTER
MATCH EXISTING
2" SPWEB340B WEAR COURSE OR MATCH
THICKNESS WHICHEVER IS GREATER
2" SPNWB330B NON-WEAR COURSE OR
MATCH THICKNESS WHICHEVER IS
GREATER
2357 TACK COAT BETWEEN LIFTS
COMPACTED CLASS 5 AGGREGATE BASE
MATCH EXISTING THICKNESS)
MATCH ROAD SLOPE
SAW CUT
EXISTING BITUMINOUS SURFACE
BITUMINOUS STREET REPAIR, CURB & GUTTER INSTALLATION DETAIL
RIBBON CURB DETAIL
VARIES (SEE PLAN)
7"
1/2" R ON FACE
OF CURB
SLOPE34" PER FT
THIS DRAWING AND THE INFORMATION THEREIN IS
THE PROPERTY OF DESIGN TREE ENGINEERING INC.
USE BY THE HOLDER OR DISCLOSURE TO OTHERS
WITHOUT THE PERMISSION OF DESIGN TREE
ENGINEERING INC. IS PROHIBITED. IT CONTAINS
PROPRIETARY AND CONFIDENTIAL INFORMATION OF
DESIGN TREE ENGINEERING INC. REPRODUCTION OF
THE MATERIAL HEREIN WITHOUT WRITTEN
ERMISSION OF DESIGN TREE ENGINEERING INC.
VIOLATES THE COPYRIGHT LAWS OF THE UNITED
STATES AND WILL SUBJECT THE VIOLATORS TO
LEGAL PROSECUTION.
COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
DRAWING NO.
DRAWN BY:
CHECKED BY:
PROJECT NO.:
NO.DATE DESCRIPTION
PR
E
L
IM
IN
A
R
Y
N
O
T
F
O
R
CO
N
S
T
R
U
C
T
IO
N
DATE:LICENSE #:
PRINTED NAME:
F:
D
E
S
I
G
N
T
R
E
E
E
N
G
I
N
E
E
R
I
N
G
P
R
O
J
E
C
T
S
1
0
9
J
A
V
A
P
R
O
P
E
R
T
I
E
S
1
0
9
2
3
0
0
7
P
R
I
O
R
L
A
K
E
R
E
T
A
I
L
C
O
N
S
T
R
U
C
T
S
C
I
V
I
L
1
0
9
2
3
0
0
7
C
D
E
T
A
I
L
S
D
W
G
4/
1
6
2
0
2
4
MICHAEL J. GERBER
56653
10923007
PRIOR LAKE
RETAIL
PRIOR LAKE, MN
XX-XX-23
GKD
MJG
CIVIL DETAILS
C601
2'
4
1
4
1
B
B
A
A
TRASH GUARD SIZING
12"-18"
21"-42"
48"-72"
3
4" DIA
1" DIA
1-1/4" DIA
4"
6"
12"
5
8"
3
4"
1"
PIPE SIZE BARS "H" BOLTS
ISOMETRIC
SLOPE VARIES
RIPRAP
FILTER BLANKET
FILTER BLANKET
RIPRAP
D
2'
2'
RIPRAP
5 X DIAMETER
OR SPAN
GEOTEXTILE FILTER BLANKET
SHALL EXTEND UNDER APRON
1'
1.5'1'
ANCHOR CLIP
TIE LAST 3 JOINTS. USE 2 TIE
BOLT FASTENERS PER JOINT.
INSTALL AT 60 DEGREES FROM
TOP OR BOTTOM OF PIPE.
NOTE:
1.PROVIDE 3 ANCHOR CLIPS
TO FASTEN TRASH GUARD
TO FLARED END SECTION.
HOT DIP GALVANIZE
AFTER FABRICATION.
24" MAX.
6"
H)
SEC. B-B
PLAN
SEC. A-A
NOTES:
1.FILTER BLANKET REQUIRED UNDER
RIPRAP OR 2 LAYERS OF 500X "MIRAFI"
FABRIC OR EQUAL
CLASS III RIPRAP, D50= 9 IN. (MNDOT SPEC
3601)
NOTE:
1.SEE CITY PLATE NO.
STO-9 FOR RIPRAP
PLACEMENT
CLASS III RIPRAP ATOUTLETSFLAREDENDSECTIONANDTRASHGUARD
CLASS III RIPRAP REQUIREMENTS
12"4.4 CUBIC YARDS
15"4.8 CUBIC YARDS
18"6.4 CUBIC YARDS
21"7.1 CUBIC YARDS
24"9.2 CUBIC YARDS
27"9.9 CUBIC YARDS
30"12.3 CUBIC YARDS
36"15.8 CUBIC YARDS
42"18.7 CUBIC YARDS
48"22.2 CUBIC YARDS
ONE CUBIC YARD IS APPROX. 2,800
LBS)
MAXIMUM SPACING 90'
WATER
SURFACE
NOTE:
1.CASTING OVER THE CURB
STOP & BOX IS REQUIRED
WHERE THE BOX FALLS IN
THE DRIVEWAY.
2.NON-CONDUCTIVE PIPE
SHALL REQUIRE APPROVED
TRACER WIRE. WIRE SHALL
DEAD END AT THE VALVE
BOX AND BE LONG ENOUGH
TO EXTEND 6"ABOVE THE
FINISHED DRIVEWAY
SURFACE.
CURB BOX
TRACER WIRE TO
FOR SERVICE
TOP OF CURB STOP
3" BELOW CASTING
LEAVE ENOUGH WIRE
TO EXTEND A
MINIMUM OF 1'
ABOVE SURFACE
TRACER WIRE FROM
WATER MAIN
TRACER WIRE SHALL
BE BLUE, #12 AWG
CCS COMPLYING
WITH ASTM D-1248,
30 VOLT RATING
AA
NOTE:
1.BITUMASTIC ANTI-CORROSIVE
COATING REQUIRED ON BARE
METALS. (AEROSOL SPRAY IS
NOT ACCEPTABLE)
2.ALL BOLTS MUST BE COR-BLUE
OR STAINLESS STEEL.
3.8' MINIMUM COVER REQUIRED
OVER TOP OF WATER MAIN.
GATE VALVES RESILIANT
WEDGE VALVE
CONFORMING TO AWWA
C509 STANDARDS W/ S.S.
BOLTS.
STAINLESS STEEL
TAPPING SLEEVE
8" CONCRETE
BLOCK
UNDISTURBED
EARTH
COMPACTED
GRANULAR BACKFILL
CONUCTIVITY STRAP,
WELD TO EXISTING
WATER MAIN OR
CONNECT TO EXISTING
TRACER WIRE
CASTING REQUIRED ON CLEANOUT IN
PAVEMENT OR UNDEVELOPED AREA. CASTING
SHALL BE NEENAH R-1970 SERIES PER TABLE
BELOW, OR ACCEPTED EQUAL.
PVC THREADED PLUG
3" BELOW CASTING
RISER
LONG SWEEP BEND
COMBINATION WYE
END OF LINE
CLEANOUT
IN LINE
CLEANOUT
DROP LID
TYLER NO 6860
MUELLER NO
H-10361
BIBBY-STE-CROIX
NO B-5160
TOP
TYLER NO 6860-26"
MUELLER NO
H-10361-26"
BIBBY-STE-CROIX
NO VB502-27"
TOP SECTION OF 10" WATER VALVE
BOX1/2"
SECTION A-A
PLAN
SEWER CLEANOUT CASTING DETAIL
NOTES:
1 FOUNDATION MATERIAL - NATURAL OR CRUSHED 1 1/2" ROCK ON ALL
WYES AND SERVICE RISER CLEANOUTS.
2 IN WET OR UNSUITABLE MATERIAL, BED ENTIRE SERVICE IN 1-1/2"
NATURAL OR CRUSHED ROCK.
1
FOUNDATION
MATERIAL
SEE NOTES)
CURB STOP & BOX WATERMAIN WET TAP
CO Ø CASTING #
4"R-1970
6"R-1973-A
8"R-1976
MNDOT GRANULAR BORROW
PERFORATED PIPE
SIZES AND INV. VARY
SEE PLANS)
10"
MIN.
10"
MIN.
6" TOP STONE
6" BOTTOM STONE
UNDERGROUND INFILTRATION SYSTEM DETAIL
1" - 2" CLEAN ROCK
MNDOT COARSE
AGGREGATE BEDDING)MNDOT TYPE 1
NON-WOVEN GEOTEXTILE
FABRIC (AROUND ENTIRE
PERIMETER OF ROCK)
WATER
COVER WIDTH
4.0' - 4.9'8'
5.0' - 5.9'6'
6.0' - 7.0'4'
7.0' +0'
MINIMUM 2
INSULATION LAYERS
WITH JOINTS
STAGGERED
W/2 W/2
3"
6" COMPACTED
GRANULAR FILL
WATER INSULATION NOTE:
1.RESTRAIN WITH "MEGA-LUG" JOINT RESTRAINTS OR ACCEPTED EQUAL
2.INSULATION SHALL BE EXTRUDED POLYSTYRENE (XEPS) INSULATION BOARD.
STORM
COVER WIDTH
3.0' - 4.0'8'
4.0' - 5.0'6'
5.0' - 6.0'4'
6.0' +0'
MINIMUM 2
INSULATION LAYERS
WITH JOINTS
STAGGERED
W/2 W/2
3"
6" COMPACTED
GRANULAR FILL
STORM INSULATION NOTE:
1.FOR ROOF DRAIN LEADER PIPES. DO NOT INSULATE AFTER FIRST STRUCTURE.
2.INSULATION SHALL BE EXTRUDED POLYSTYRENE (XEPS) INSULATION BOARD.
PIPE INSULATION DETAILS
CORE DRILL EXISTING MAHOLE
FLOWLINE SHALL MATCH
INSIDE INVERT OF PIPE
MORTAR INVERT TO MATCH
PRECAST BENCH
POSITIVE SEAL GASKETING
WITH POWER SLEEVE
EXPANSION
FOR PVC PIPE)
CORE DRILL DETAIL
THIS DRAWING AND THE INFORMATION THEREIN IS
THE PROPERTY OF DESIGN TREE ENGINEERING INC.
USE BY THE HOLDER OR DISCLOSURE TO OTHERS
WITHOUT THE PERMISSION OF DESIGN TREE
ENGINEERING INC. IS PROHIBITED. IT CONTAINS
PROPRIETARY AND CONFIDENTIAL INFORMATION OF
DESIGN TREE ENGINEERING INC. REPRODUCTION OF
THE MATERIAL HEREIN WITHOUT WRITTEN
ERMISSION OF DESIGN TREE ENGINEERING INC.
VIOLATES THE COPYRIGHT LAWS OF THE UNITED
STATES AND WILL SUBJECT THE VIOLATORS TO
LEGAL PROSECUTION.
COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
DRAWING NO.
DRAWN BY:
CHECKED BY:
PROJECT NO.:
NO.DATE DESCRIPTION
PR
E
L
IM
IN
A
R
Y
N
O
T
F
O
R
CO
N
S
T
R
U
C
T
IO
N
DATE:LICENSE #:
PRINTED NAME:
F:
D
E
S
I
G
N
T
R
E
E
E
N
G
I
N
E
E
R
I
N
G
P
R
O
J
E
C
T
S
1
0
9
J
A
V
A
P
R
O
P
E
R
T
I
E
S
1
0
9
2
3
0
0
7
P
R
I
O
R
L
A
K
E
R
E
T
A
I
L
C
O
N
S
T
R
U
C
T
S
C
I
V
I
L
1
0
9
2
3
0
0
7
C
D
E
T
A
I
L
S
D
W
G
4/
1
6
2
0
2
4
MICHAEL J. GERBER
56653
10923007
PRIOR LAKE
RETAIL
PRIOR LAKE, MN
XX-XX-23
GKD
MJG
CIVIL DETAILS
C602
NOTES:
1.FOR ALL DEPTHS OF COVER LESS THAN TWO (2) FEET, PIPE MUST BE SCHEDULE 40 PVC
FOR DEPTHS OF COVER GREATER THAN TWO (2) FEET, FLEXIBLE PIPE MAY BE USED.
REFER TO SPECIFICATIONS FOR ALLOWABLE PIPE TYPES.
2.A WATER-TIGHT CONNECTION SHALL BE MAINTAINED WITH ANY TRANSITION FROM SCHEDULE 40 PVC
PIPE TO ANY OTHER PIPE TYPE. THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE
THE DOWNSPOUTS ARE INSTALLED ON THE BUILDING. SITEWORK CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL WORK TO, AND INCLUDING, THE RODENT SCREEN. BUILDING CONTRACTOR SHALL BE
RESPONSIBLE FOR THE CONNECTION AT THE POINT OF THE RODENT SCREEN.
8" SCHEDULE 40 PVC
45° BEND (SCH. 40 PVC)
1% MIN. SLOPE
STORM SEWER PIPE
WATER-TIGHT CONNECTION
WIRE SCREEN FOR RODENTS
DOWNSPOUT
2
2
12" MAX.
DOWNSPOUT CONNECTION DETAIL
CASTING ASSEMBLY TABLE
STRUCTURE TYPE LOCATION FRAME COVER/GRATE CURB BOX
STMH PAVEMENT 700-4 716 STAMPED "STORM SEWER"
STMH GREENSPACE 700-4 716 STAMPED "STORM SEWER"
CB/CBMH B-STYLE CURB LINE 802A 816 OR 814A (BIKE FRIENDLY)823A
CB/CBMH D-STYLE CURB LINE 805 816 OR 814A (BIKE FRIENDLY)
CB/CBMH PAVEMENT 700-4 720
CB/CBMH GREENSPACE 700-4 731
CB/CBMH VALLEY GUTTER 805 814A
CB/CBMH ADA SEE ABOVE 817
NOTE:
DRAIN TILE OPENING
MUST BE CORE-DRILLED AND
GROUTED INSIDE AND OUTSIDE
NOTE:
ALL PIPE CONNECTIONS TO MANHOLE MUST
INCLUDE A FLEXIBLE MANHOLE SLEEVE OR
WATERSTOP TO MAKE A WATERTIGHT
CONNECTION
GROUT BOTTOM OF MANHOLE
TO 1/2 DIAMETER AT PIPE AND
SLOPE GROUT 2" TOWARD
INVERT
MANHOLE STEPS SHALL BE
PLACED SO THAT OFFSET
VERTICAL PORTION OF CONE IS
FACING DOWNSTREAM
MANHOLE FRAME & COVER -
NEENAH R-1733 OR ACCEPTED
EQUAL. LETTERED "STORM
SEWER" WITH 2 CONCEALED
PICK HOLES
SEE GEN-20 FOR RAISING
IRON)
ALL RINGS SHALL BE SEALED
WITH A FULL BED OF MORTAR
RAMNECK OR EQUAL REQUIRED
ON ALL SURFACES WHERE METAL
SHALL SEAL TO CONCRETE
SURFACE
PRECAST REINFORCED CONCRETE
MANHOLE SLAB HS-20 LOADING
ALL JOINTS IN MANHOLE TO HAVE
O" RING RUBBER GASKETS
MANHOLE STEPS, 12" ON CENTER,
COPOLYMER POLY PLASTIC
PIPE SHALL BE CUT OUT FLUSH
WITH INSIDE FACE OF WALL
MINIMUM SLAB THICKNESS, 6" FOR
14' DEPTH. INCREASE THICKNESS
1" FOR EACH 4' OF DEPTH
GREATER THAN 14', AND
REINFORCE WITH 6"x6" 10/10
MESH
1'-4"
VARIES
5"
7"
27"
4'-0"
GROUT
6"
SECTION
PLAN
STORM SEWER JUNCTION MANHOLE
SECTION
NOTE:
1.USE METAL SHIMS ONLY AT ADJUSTING RINGS WHEN LEVELING.
2.ALL PIPE CONNECTIONS SHALL HAVE MANHOLE SLEEVES OR WATERSTOP FOR
WATERTIGHT CONNECTIONS.
STANDARD MNDOT STORM MANHOLE/CATCH BASIN 4020
MNDOT 801 CASTING
WITH MNDOT 810 GRATE
OR
MNDOT 700-7 CASTING WITH
MNDOT 716 SOLID COVER
OR
ACCEPTED EQUALS
6" PRECAST REINFORCED
CONCRETE SLAB
ALL JOINTS IN MANHOLE TO
HAVE "O" RING RUBBER
GASKETS
MANHOLE STEPS, 12" ON
CENTER, COPOLYMER
POLY PLASTIC
PRECAST CONCRETE SECTION
GROUT BOTTOM
MINIMUM SLAB THICKNESS,
6" FOR 14' DEPTH. INCREASE
THICKNESS TO 1" FOR EACH 4'
OF DEPTH GREATER THAN
14', AND REINFORCE WITH
6"X6" 10/10 MESH
PIPE DIAMETER
VARIES
SEEPLANVARIES
6"
1'-4"5"
6"
A A
PIPE
30"
5"
TOP VIEW
REINFORCEMENT NOT SHOWN
USE CASTING SHOWN ON
CASTING ASSEMBLY TABLE
CASTING SHALL BE SET
ON FULL MORTAR BED
44"
DIA.
2" CLR.
5" MIN.
5"30"
VA
R
I
A
B
L
E
4
0
M
A
X
GROUT
SLOPE
1" PER FT.
8" CONCRETE BASE
SECTION A-A
NOTES:
1.REINFORCING: SINGLE LINE STEEL WIRE FABRIC
HAVING AN AREA OF NOT LESS THAN 0.12 SQ. IN.
PER FOOT.
STANDARD MNDOT CATCH BASIN DESIGN N
CONCRETE SPLASH BLOCK DETAIL
SIDE VIEW
2'
4'
4'
8"
ST
R
U
C
T
U
R
E
CONCRETE SPLASH BLOCK
1/2" EXPANSION JOINTS AT ADJACENT
WALK OR STRUCTURE MN/DOT 3702
CLASS 5 AGGREGATE
BASE
6"
4"
4"
2% SLOPE AWAY
FROM BUILDING
4"
EXISTING GROUND
BUILDING DOWNSPOUT
ST
R
U
C
T
U
R
E
1/2" EXPANSION JOINTS AT ADJACENT WALK OR
STRUCTURE MN/DOT 3702
BUILDING DOWNSPOUT
EXISTING GROUND
TOP VIEW
THIS DRAWING AND THE INFORMATION THEREIN IS
THE PROPERTY OF DESIGN TREE ENGINEERING INC.
USE BY THE HOLDER OR DISCLOSURE TO OTHERS
WITHOUT THE PERMISSION OF DESIGN TREE
ENGINEERING INC. IS PROHIBITED. IT CONTAINS
PROPRIETARY AND CONFIDENTIAL INFORMATION OF
DESIGN TREE ENGINEERING INC. REPRODUCTION OF
THE MATERIAL HEREIN WITHOUT WRITTEN
ERMISSION OF DESIGN TREE ENGINEERING INC.
VIOLATES THE COPYRIGHT LAWS OF THE UNITED
STATES AND WILL SUBJECT THE VIOLATORS TO
LEGAL PROSECUTION.
COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
DRAWING NO.
DRAWN BY:
CHECKED BY:
PROJECT NO.:
NO.DATE DESCRIPTION
PR
E
L
IM
IN
A
R
Y
N
O
T
F
O
R
CO
N
S
T
R
U
C
T
IO
N
DATE:LICENSE #:
PRINTED NAME:
F:
D
E
S
I
G
N
T
R
E
E
E
N
G
I
N
E
E
R
I
N
G
P
R
O
J
E
C
T
S
1
0
9
J
A
V
A
P
R
O
P
E
R
T
I
E
S
1
0
9
2
3
0
0
7
P
R
I
O
R
L
A
K
E
R
E
T
A
I
L
C
O
N
S
T
R
U
C
T
S
C
I
V
I
L
1
0
9
2
3
0
0
7
C
D
E
T
A
I
L
S
D
W
G
4/
1
6
2
0
2
4
MICHAEL J. GERBER
56653
10923007
PRIOR LAKE
RETAIL
PRIOR LAKE, MN
XX-XX-23
GKD
MJG
CIVIL DETAILS
C603
THIS DRAWING AND THE INFORMATION THEREIN IS
THE PROPERTY OF DESIGN TREE ENGINEERING INC.
USE BY THE HOLDER OR DISCLOSURE TO OTHERS
WITHOUT THE PERMISSION OF DESIGN TREE
ENGINEERING INC. IS PROHIBITED. IT CONTAINS
PROPRIETARY AND CONFIDENTIAL INFORMATION OF
DESIGN TREE ENGINEERING INC. REPRODUCTION OF
THE MATERIAL HEREIN WITHOUT WRITTEN
ERMISSION OF DESIGN TREE ENGINEERING INC.
VIOLATES THE COPYRIGHT LAWS OF THE UNITED
STATES AND WILL SUBJECT THE VIOLATORS TO
LEGAL PROSECUTION.
COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
DRAWING NO.
DRAWN BY:
CHECKED BY:
PROJECT NO.:
NO.DATE DESCRIPTION
PR
E
L
IM
IN
A
R
Y
N
O
T
F
O
R
CO
N
S
T
R
U
C
T
IO
N
DATE:LICENSE #:
PRINTED NAME:
F:
D
E
S
I
G
N
T
R
E
E
E
N
G
I
N
E
E
R
I
N
G
P
R
O
J
E
C
T
S
1
0
9
J
A
V
A
P
R
O
P
E
R
T
I
E
S
1
0
9
2
3
0
0
7
P
R
I
O
R
L
A
K
E
R
E
T
A
I
L
C
O
N
S
T
R
U
C
T
S
C
I
V
I
L
1
0
9
2
3
0
0
7
C
D
E
T
A
I
L
S
D
W
G
4/
1
6
2
0
2
4
MICHAEL J. GERBER
56653
10923007
PRIOR LAKE
RETAIL
PRIOR LAKE, MN
XX-XX-23
GKD
MJG
CIVIL DETAILS
C604
AA
PLAN
SECTION A-A
EXCAVATED WASHOUT STRUCTURE
PLAN SECTION B-B
BB
STAPLE DETAIL
WASHOUT STRUCTURE WITH STRAW BALES
NOTE:
CAN BE TWO STACKED BALES OR PARTIALLY EXCAVATED TO REACH 3 FT DEPTH
BB
PLAN
SECTION B-B
WASHOUT STRUCTURE WITH WOOD PLANKS
CONSTRUCTION SPECIFICATIONS
1.LOCATE WASHOUT STRUCTURE A MINIMUM OF 50 FEET AWAY FROM OPEN CHANNELS, STORM DRAIN INLETS, SENSITIVE AREAS,
WETLANDS, BUFFERS AND WATER COURSES AND AWAY FROM CONSTRUCTION TRAFFIC.
2.SIZE WASHOUT STRUCTURE FOR VOLUME NECESSARY TO CONTAIN WASH WATER AND SOLIDS AND MAINTAIN AT LEAST 4 INCHES
OF FREEBOARD. TYPICAL DIMENSIONS ARE 10 FEET X 10 FEET X 3 FEET DEEP.
3.PREPARE SOIL BASE FREE OF ROCKS OR OTHER DEBRIS THAT MAY CAUSE TEARS OR HOLES IN THE LINER. FOR LINER, USE 10 MIL
OR THICKER UV RESISTANT, IMPERMEABLE SHEETING, FREE OF HOLES AND TEARS OR OTHER DEFECTS THAT COMPROMISE
IMPERMEABILITY OF THE MATERIAL.
4.PROVIDE A SIGN FOR THE WASHOUT IN CLOSE PROXIMITY TO THE FACILITY.
5.KEEP CONCRETE WASHOUT STRUCTURE WATER TIGHT. REPLACE IMPERMEABLE LINER IF DAMAGED (E.G., RIPPED OR PUNCTURED).
EMPTY OR REPLACE WASHOUT STRUCTURE THAT IS 75 PERCENT FULL, AND DISPOSE OF ACCUMULATED MATERIAL PROPERLY. DO
NOT REUSE PLASTIC LINER. WET-VACUUM STORED LIQUIDS THAT HAVE NOT EVAPORATED AND DISPOSE OF IN AN APPROVED
MANNER. PRIOR TO FORECASTED RAINSTORMS, REMOVE LIQUIDS OR COVER STRUCTURE TO PREVENT OVERFLOWS. REMOVE
HARDENED SOLIDS, WHOLE OR BROKEN UP, FOR DISPOSAL OR RECYCLING. MAINTAIN RUNOFF DIVERSION AROUND EXCAVATED
WASHOUT STRUCTURE UNTIL STRUCTURE IS REMOVED.
WOOD FRAME
IMPERMEABLE
SHEETING
IMPERMEABLE
SHEETING WOOD FRAME SECURELY
FASTENED AROUND
ENTIRE PERIMETER WITH
TWO STAKES
STAKE
TYP.)
STAKE
TYP.)
IMPERMEABLE
SHEETING
STRAW BALE
TYP.)
STAPLES
2 PER BALE)
BINDING WIRE
STRAW BALE
TYP.)
IMPERMEABLE
SHEETING
1/8" DIA.
STEEL WIRE
WOOD OR
METAL STAKES
2 PER BALE)
SANDBAG
IMPERMEABLE SHEETING
IMPERMEABLE
SHEETING
1:1 OR FLATTER
SIDE SLOPE
SANDBAG
OR EQUIVALENT
10' TYP.
10' TYP.
3' TYP.
10' TYP.
2"
4"
3' TYP.
10' TYP.
10' TYP.
3' TYP.
10' TYP.
10' TYP.
CONCRETE WASHOUT DETAILS
THIS DRAWING AND THE INFORMATION THEREIN IS
THE PROPERTY OF DESIGN TREE ENGINEERING INC.
USE BY THE HOLDER OR DISCLOSURE TO OTHERS
WITHOUT THE PERMISSION OF DESIGN TREE
ENGINEERING INC. IS PROHIBITED. IT CONTAINS
PROPRIETARY AND CONFIDENTIAL INFORMATION OF
DESIGN TREE ENGINEERING INC. REPRODUCTION OF
THE MATERIAL HEREIN WITHOUT WRITTEN
ERMISSION OF DESIGN TREE ENGINEERING INC.
VIOLATES THE COPYRIGHT LAWS OF THE UNITED
STATES AND WILL SUBJECT THE VIOLATORS TO
LEGAL PROSECUTION.
COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
DRAWING NO.
DRAWN BY:
CHECKED BY:
PROJECT NO.:
NO.DATE DESCRIPTION
PR
E
L
IM
IN
A
R
Y
N
O
T
F
O
R
CO
N
S
T
R
U
C
T
IO
N
DATE:LICENSE #:
PRINTED NAME:
F:
D
E
S
I
G
N
T
R
E
E
E
N
G
I
N
E
E
R
I
N
G
P
R
O
J
E
C
T
S
1
0
9
J
A
V
A
P
R
O
P
E
R
T
I
E
S
1
0
9
2
3
0
0
7
P
R
I
O
R
L
A
K
E
R
E
T
A
I
L
C
O
N
S
T
R
U
C
T
S
C
I
V
I
L
1
0
9
2
3
0
0
7
C
D
E
T
A
I
L
S
D
W
G
4/
1
6
2
0
2
4
MICHAEL J. GERBER
56653
10923007
PRIOR LAKE
RETAIL
PRIOR LAKE, MN
XX-XX-23
GKD
MJG
EROSION CONTROL
DETAILS
C605
NOTES:
1
1
3
1:21:2
14.7 5
R8"
12"
4"
2
5
4
USE WHERE INLET DRAINS IN AN AREA WITH SLOPES AT 1:3 or LESS
2
6
5
4
3
6
PERSPECTIVE VIEW
FILTER BAG INSERT
SEDIMENT CONTROL INLET HAT
SILT FENCE RING AND ROCK FILTER BERM
POP-UP HEAD
1
TUBE RISER
SEE SPECS. 2573, 3137, 3886.
ROCK LOG/COMPOST LOG
1/2 W
D
W
1/
2
D
INLET SPECIFICATIONS AS PER THE PLAN
DIMENSION LENGTH AND WIDTH TO
MATCH
FLAP POCKET
USE REBAR OR STEEL ROD
FOR REMOVAL ( FOR INLETS
WITH CAST CURB BOX REPLACE
ROD WITH WOOD 2" X 4") .
EXTEND 10" BEYOND GRATE
WIDTH ON BOTH SIDES, LENGTH
SECURE TO GRATE WITH
WIRE OR PLASTIC TIES
MINIMUM DOUBLE
STITCHED SEAMS
ALL AROUND SIDE
PIECES AND ON FLAP
POCKETS
FRONT, BACK,
AND BOTTOM TO
BE MADE FROM
SINGLE PIECE OF
FABRIC.
OVERFLOW HOLES (2" X 4" HOLE
SHALL BE HEAT CUT INTO ALL FOUR
SIDE PANELS)
2"
CAN BE INSTALLED IN ANY INLET TYPE
WITH OR WITHOUT A CURB BOX)
ENDS SECURELY CLOSED TO PREVENT
LOSS OF OPEN GRADED AGGREGATE FILL.
SECURED WITH 50 PSI. ZIP TIE.
BUTT JOINTS
3/16" THICK (MIN.)
STEEL COVER
6" DIAMETER
POLYETHYLENE
D=2"
ADJUST LEVEL OF FILTER
SOCK TO BE BELOW ROAD
SURFACE ELEV.
SECTION
UP POSITION)
3/16" THICK (MIN.)
STEEL PLATE
3/16" THICK (MIN.)
STEEL PLATE
TUBE RISER
8" DIA.
TYPE 9 MULCH
GROUND LINE
FLANGES
CATCH BASIN/
MANHOLE
NOTE:
THE SEDIMENT CONTROL BARRIER SHALL BE A METAL
OR PLASTIC/POLYETHYLENE RISER SIZED TO FIT INSIDE
THE CATCH BASIN/MANHOLE; HAVE PERFORATIONS TO
ALLOW FOR WATER INFILTRATION; HAVE AN OVERFLOW
OPENING, FLANGES AND A LID/COVER.
5' MIN. LENGTH POST
36" GEOTEXTILE
REINFORCED WITH
WIRE
PLASTIC ZIP TIES
50 LB TENSILE) HOLDS
GEOTEXTILE IN PLACE
ON ALL POSTS
TYPE 9 MULCH
GEOTEXTILE ANCHORAGE
LAY GEOTEXTILE UNDER
TYPE 9 MULCH 12" OUT
DROP INLET WITH GRATE
DEVICES MUST BE ADJUSTED ACCORDINGLY AS TO NOT CAUSE FLOODING
ON ROADWAY THAT WOULD IMPEDE TRAFFIC FLOW.
ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT
IN BOTH DIRECTIONS, MEETING SPEC. 3886.
FINISHED SIZE, INCLUDING POCKETS WHERE REQUIRED SHALL EXTEND A
MINIMUM OF 10 INCHES AROUND THE PERIMETER TO FACILITATE
MAINTENANCE OR REMOVAL.
INSTALLATION NOTES:
DO NOT INSTALL FILTER BAG INSERT IN INLETS SHALLOWER THAN 30 INCHES,
MEASURED FROM THE BOTTOM OF THE INLET TO THE TOP OF THE GRATE. THE
PLACED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE OF 3 INCHES BETWEEN
THE INLET WALLS AND THE BAG, MEASURED AT THE BOTTOM OF THE OVERFLOW
HOLES. WHERE NECESSARY THE CONTRACTOR SHALL CLINCH THE BAG, USING
PLASTIC ZIP TIES, TO ACHIEVE THE 3 INCH SIDE CLEARANCE.
FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2 INCH X 4 INCH
OR USE A ROCK SOCK OR SAND BAGS IN PLACE OF THE FLAP POCKETS.
SOCK HEIGHT MUST NOT BE SO HIGH AS TO SLOW DOWN WATER FILTRATION
TO CAUSE FLOODING OF THE ROADWAY.
GEOTEXTILE SOCK BETWEEN 4-10 FEET LONG AND 4-6 INCH DIAMETER. SEAM
TO BE JOINED BY TWO ROWS OF STITCHING WITH A PLASTIC MESH BACKING
OR PROVIDE A HEAT BONDED SEAM (OR APPROVED EQUIVALENT). FILL ROCK
LOG WITH OPEN GRADED AGGREGATE CONSISTING OF SOUND DURABLE
PARTICLES OF COARSE AGGREGATE CONFORMING TO SPEC. 3137 TABLE 3137-1;
CA-3 GRADATION.
STORM DRAIN INLET PROTECTION DETAILS
8"2"
2' - 0"
6"
2 1/2"
2"
TUBE RISER
FILTER SOCK
SECTION
DOWN POSITION)
2.5' MAX
SPACING
12"
24"
18" MIN. POST
EMBEDMENT
12"
10" - 12"
THIS DRAWING AND THE INFORMATION THEREIN IS
THE PROPERTY OF DESIGN TREE ENGINEERING INC.
USE BY THE HOLDER OR DISCLOSURE TO OTHERS
WITHOUT THE PERMISSION OF DESIGN TREE
ENGINEERING INC. IS PROHIBITED. IT CONTAINS
PROPRIETARY AND CONFIDENTIAL INFORMATION OF
DESIGN TREE ENGINEERING INC. REPRODUCTION OF
THE MATERIAL HEREIN WITHOUT WRITTEN
ERMISSION OF DESIGN TREE ENGINEERING INC.
VIOLATES THE COPYRIGHT LAWS OF THE UNITED
STATES AND WILL SUBJECT THE VIOLATORS TO
LEGAL PROSECUTION.
COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
DRAWING NO.
DRAWN BY:
CHECKED BY:
PROJECT NO.:
NO.DATE DESCRIPTION
PR
E
L
IM
IN
A
R
Y
N
O
T
F
O
R
CO
N
S
T
R
U
C
T
IO
N
DATE:LICENSE #:
PRINTED NAME:
F:
D
E
S
I
G
N
T
R
E
E
E
N
G
I
N
E
E
R
I
N
G
P
R
O
J
E
C
T
S
1
0
9
J
A
V
A
P
R
O
P
E
R
T
I
E
S
1
0
9
2
3
0
0
7
P
R
I
O
R
L
A
K
E
R
E
T
A
I
L
C
O
N
S
T
R
U
C
T
S
C
I
V
I
L
1
0
9
2
3
0
0
7
C
D
E
T
A
I
L
S
D
W
G
4/
1
6
2
0
2
4
MICHAEL J. GERBER
56653
10923007
PRIOR LAKE
RETAIL
PRIOR LAKE, MN
XX-XX-23
GKD
MJG
EROSION CONTROL
DETAILS
C606
THIS DRAWING AND THE INFORMATION THEREIN IS
THE PROPERTY OF DESIGN TREE ENGINEERING INC.
USE BY THE HOLDER OR DISCLOSURE TO OTHERS
WITHOUT THE PERMISSION OF DESIGN TREE
ENGINEERING INC. IS PROHIBITED. IT CONTAINS
PROPRIETARY AND CONFIDENTIAL INFORMATION OF
DESIGN TREE ENGINEERING INC. REPRODUCTION OF
THE MATERIAL HEREIN WITHOUT WRITTEN
ERMISSION OF DESIGN TREE ENGINEERING INC.
VIOLATES THE COPYRIGHT LAWS OF THE UNITED
STATES AND WILL SUBJECT THE VIOLATORS TO
LEGAL PROSECUTION.
COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
DRAWING NO.
DRAWN BY:
CHECKED BY:
PROJECT NO.:
NO.DATE DESCRIPTION
PR
E
L
IM
IN
A
R
Y
N
O
T
F
O
R
CO
N
S
T
R
U
C
T
IO
N
DATE:LICENSE #:
PRINTED NAME:
F:
D
E
S
I
G
N
T
R
E
E
E
N
G
I
N
E
E
R
I
N
G
P
R
O
J
E
C
T
S
1
0
9
J
A
V
A
P
R
O
P
E
R
T
I
E
S
1
0
9
2
3
0
0
7
P
R
I
O
R
L
A
K
E
R
E
T
A
I
L
C
O
N
S
T
R
U
C
T
S
C
I
V
I
L
1
0
9
2
3
0
0
7
C
D
E
T
A
I
L
S
D
W
G
4/
1
6
2
0
2
4
MICHAEL J. GERBER
56653
10923007
PRIOR LAKE
RETAIL
PRIOR LAKE, MN
XX-XX-23
GKD
MJG
SWPPP NARRATIVE
C607
Project Description:
The work on the project includes constructing a new carwash building, daycare facility, parking areas, playgrounds. The project includes the construction of two new buidlings, concrete sidewalks, bituminous parking lot, access road,
sanitary service connections, water service connections, and the installation of storm sewer piping and structures that outlet to one of multiple newly constructed infiltration basins . The project is located in Prior Lake Development in
Prior Lake, MN. The majority of the underlying soils on the property are in Hydrologic Soil Group "A" and have high infiltration rates when thoroughly wet.
Receiving Waters:
All existing stormwater runoff sheet flows to either the south or the east and flow off site. All stormwater runoff from proposed impervious surfaces will be collected by proposed storm sewer and be treated in an infiltration basin. The
runoff from impervious surfaces is collected and treated on site multiple infiltration basins.
Responsible Parties:
The Owner and the Contractor are responsible co-permittees for the implementation of the SWPPP. The Contractor and Owner shall apply for the NPDES/SDS Construction Permit within 24 hours of award of Contract. The complete
application must be submitted prior to start of construction activity. The Contractor is responsible for installation, inspection, maintenance, and repair of all erosion prevention and sediment control BMPs before, during, and after active
construction. The Contractor shall amend the SWPPP before beginning construction to include the chain of responsibility of all operators on the site, or if not known, the title or position of the responsible party. The Contractor is
responsible for identifying a trained person (as specified in the NPDES/SDS Contruction Permit) knowledgeable and experienced in the application of erosion prevention and sediment control BMPs who will oversee the implementation of
the SWPPP before and during construction until the construction project is complete, the entire site has undergone final stabilization, and a Notice of Termination(NOT)/Permit Modification form has been submitted to the MPCA. The
Owner must identify who will be responsible for the long-term operation and maintenance of all permanent stormwater management systems. The Contractor is liable until final stabilization of all disturbed areas is achieved and the
Notice of Termination (NOT)/Permit Modification form is submitted to the MPCA (as specified in the NPDES/SDS Construction Permit). Once the identity of Responsible Parties is known, the SWPPP must be amended to include this
information in the area below.
Project Contacts:
Project Engineer Owner Contractor
Jeremy E. Anderson Java Properties TBD
Design Tree Engineering & Land Surveying Mark Krogh
120 17th Ave W.879 Scheffler Ave
Alexandria, MN 56308 St. Paul, MN 55102
320) 762-1290 ext. 104
jea@dte-ls.com
SWPPP Amendments:
The Owner or Contractor must amend the SWPPP as necessary to include additional requirements, such as additional or modified BMPs that are designed to correct problems identified or address situations whenever:
1.There is a change in design, construction, operation, maintenance, weather or seasonal conditions that has a significant effect on the discharge of pollutants to surface water or underground waters.
2.Inspections or investigations by site owner or operators, USEPA or MPCA officials indicate the SWPPP is not effective in eliminating or significantly minimizing the discharge of pollutants to surface waters or underground
waters or that the discharges are causing water quality standard exceedances.
3.The SWPPP is not achieving the general objectives of minimizing pollutants in stormwater discharges associated with construction activity, or the SWPPP is not consistent with the terms and conditions of this permit.
4.At any time after the permit coverage is effective, the MPCA deems necessary.
Construction Notes:
Construction shall be governed by the MnDOT Standard Specifications for Construction, latest edition, City of Prior Lake's Specifications, special provisions, amendments, and the project specifications and details. Permits and maps
relating to this project's SWPPP can be found in the Project Documents. The Contractor shall keep inspection and maintenance logs and NPDES/SDS Construction Permit on-site at all times during active construction. Please refer to the
plans and specifications for additional SWPPP information.
Soil Compaction should be minimized and topsoil should be preserved whenever and wherever possible during construction
All soil stockpiling shall include sediment control devices and shall be placed in areas away from surface waters or natural buffers.
Special Waters, Impaired Waters, & TMDL Implementation Plans:
The site is located within 1 mile of a special water or an impaired water as identified by the MPCA. The site is located within 1 mile of Upper Prior and Spring Lake. These impairments are considered to be construction related
parameters and require the additional best management practices found in items 23.9 and 23.10 of the permit if the project has a discharge point on the project within 1 mile and flows to the impaired waters. All disturbed areas not
actively being worked must be stabilized within 7 days. The Owner is responsible for the long term maintenance of all stormwater treatment facilities and private storm sewer systems. Inlet protection, silt fence, final stabilization, and
other BMPs must be implemented prior to allowing any water runoff from being discharged off-site.
Calculations:
Disturbed Area 2.32 AC
Pre-Construction Impervious Area 0.00 AC
Post-Construction Impervious Area 1.40 AC
Net Increase in Impervious Area 1.40 AC
Sequence of Construction:
The Contractor shall verify that all applicable permits have been obtained and the NPDES/SDS Construction Permit has been submitted to the MPCA prior to the start of construction.
1.The Contractor must plan for and implement appropriate construction phasing, vegetated buffer strips, horizontal slope grading, and other construction practices that minimize erosion. The location of areas not to be
disturbed are shown on the plans.
2.The Contractor shall be responsible for full implementation and maintenance required by the SWPPP untill the Notice of Termination (NOT) is approved by the MPCA.
3.The Contractor shall construct erosion and sediment control BMPs in the following construction sequence:
a.Install rock construction entrances where indicated in the plans.
b.Install silt fence and inlet protection where indicated in the plans.
c.Install silt fence around proposed infiltration and bioretention BMPs to protect soils from compaction.
d.Locate portable toilets on flat surfaces away from drainage paths. Position portable toilets so they are secure and will not tip or be knocked over.
e.Construct concrete washout area and provide signage.
f.Establish waste control areas.
g.Rough grade site.
h.Leave disturbed area of site in a roughened condition to limit erosion. Temporarily stabilize areas that will be inactive for a period of 7 days.
i.Install storm drainage system and place inlet protection as each inlet is installed. Energy dissipation devices shall be installed and functional within 24 hours of connecting pip outlets to surface waters.
j.Protect and repair BMPs, as necessary.
k.Perform street sweeping as needed.
l.Temporarily stabilize areas not actively being worked.
m.Site construction (Utilities, paving, buildings, etc...)
n.Final grading.
o.Final stabilization (seeding, planting). Stabilized soil with the seed mix indicated on the plans.
p.Remove temporary sediment basins when permanent cover has reduced the acreage of disturbed soil to less than five (5) acres draining to a common location.
q.Construct stormwater infiltration basins and bioretention basins only when contributing drainage area has been constructed and fully stabilized.
r.Remove erosion control devices upon site establishment in accordance with the NPDES/SDS Notice of Termination (NOT) requirements.
Final Stabilization:
Final stabilization is not met until all of the following are completed:
1.Stabilization by uniform perennial vegetative cover (70% density of it's expected final growth). The seed mix indicated on the plan or sod shall be used for final stabilization.
2.Permanent stormwater management system is constructed, meets all requirements, and is operational.
3.Drainage ditches are fully stabilized.
4.All temporary synthetic and structural BMPs are removed.
5.Sediment from conveyance systems and sedimentation basins are cleaned out (returned to design capacity).
6.Notice of Termination (NOT) is submitted to the MPCA.
Erosion Control Maintenance and Inspection: BMP inspection and maintenance Responsible Party:
1.Inspect erosion control devices and provide routine maintenance as follows:
a.Inspect erosion control a minimum of once per week and within 24 hours of a rainfall event greater than 0.5" in 24 hours.
b.Records of each inspection and maintenance activity shall include:
Date and time of inspections.
Name of person(s) conducting inspection.
Accurate findings of inspection, including the specific location where corrective actions are needed.
Corrective actions taken (including dates, times, and party completing maintenance activities).
Date and amount of all rainfall events greater than 0.5" in 24 hours, and the amount of rainfall for each event. Rainfall amounts must be obtained by either a properly maintained rain gauge installed onsite, a
weather station that is within 1 mile of the site, or a weather reporting system that provides site specific rainfall data from radar summaries.
If discharge is observed during the inspection, the inspector must record and should photograph and describe the location of the discharge (i.e. color, odor, settled or suspended solids, oil sheen, and other obvious
indicators of pollutants).
Documentation of amendments to the SWPPP proposed as a result of the inspection as required by the NPDES/SDS Construction Permit.
c.Inspections may be suspended where construction activity has been suspended due to frozen ground conditions. Inspections must resume within 24 hours of runoff occurring, or upon resuming construction, whichever
comes first.
2.Provide maintenance for all devices as follows:
a.Silt fences and erosion control devices at storm sewer inlets shall be inspected for depth of sediment, tears, to see if fabric is securely attached to support posts or structure, and to see that posts and devices are securely
in place.
b.Silt fence, inlet protection at storm sewer inlets, and other erosion control devices shall be cleaned when sediment reaches 1/3 of the height of the erosion control device.
c.Rock construction entrances shall be inspected for clogging of rock. Rock that has become clogged with sediment shall be removed and replaced with clean rock.
d.Repairs or replacement of all erosion control devices shall occur within 24 hours of discovery.
e.Temporary sediment basins shall be cleaned when sediment reaches 1/2 of the outlet's height or 1/2 of the basins storage volume. The basin shall be drained and sediment removed within 72 hours.
f.Temporary diversion berms shall be inspected and any breaches shall be promptly repaired.
g.Tracked sediment from construction vehicles onto public streets and paved areas (including paved areas on the construction site) shall be removed within 24 hours of discovery.
h.The bottom and side slopes of the proposed stormwater treatment basins shall be stabilized within 200 feet of the property lines or point of discharge to any surface water, including curb and gutter, pavement, storm
sewer, swales, or other similar stormwater conveyance devices.
i.Removal of all deltas and sediment deposited in surface waters and re-stabilization of exposed soils shall be accomplished within 7 days of discovery.
Pollution Prevention Management Measures:
1.Storage, handling, and disposal of construction products, materials and wastes:
a.The Contractor shall comply with the following to minimize the exposure to stormwater (any of the products, materials, or wastes/products which are either not a source of contamination to strormwater or are designed to
be exposed to stormwater are not held to this requirement):
Building products that have the potential to leach pollutants must be under cover (e.g. plastic sheeting or temporary roofs) to prevent the discharge of pollutants or be protected by a similarly effective means
designed to prevent contact with stormwater.
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 means designed to prevent contact with stormwater.
Hazardous materials, toxic wastes (including oil, diesel fuel, gasoline., hydraulic fluids, paint solvents, petroleum-based products, wood preservatives, additives, curing compounds, and acids), must be properly stored
in sealed containers to prevent spills, leaks, or other discharge.
Restricted access storage areas must be provided to prevent vandalism. Storage and disposal of hazardous waste or hazardous materials must be in compliance with Minn. R. ch. 7045 including secondary
containment as applicable.
Solid wastes must be stored, collected, and disposed of properly in compliance with Minn. R. ch. 7035.
Portable toilets must be positioned so that they are secure and will not be tipped or knocked over. Sanitary waste must be disposed of properly in accordance with Minn. R. ch. 7041.
2.Fueling and maintenance of equipment or vehicles; spill prevention and response:
a.The Contractor shall take reasonable steps to prevent the discharge of spilled or leaked chemicals, including fuel, from any areas where chemicals or fuel will be loaded or unloaded including the use of drip pans or
absorbents unless infeasible.
b.The Contractor must conduct fueling in a contained area unless infeasible.
c.The Contractor must ensure adequate supplies are available at all times to clean up discharged materials and that an appropriate disposal method is available for recovered spilled materials.
d.The Contractor must report and clean up spills immediately as required by Minn. Stat. 115.061, using dry clean up measures where possible.
3.Vehicle and equipment washing:
a.If the Contractor washes the exterior of vehicles or equipment on the project site, washing must be limited to a defined area of the site.
b.Runoff from the washing area must be contained in a sediment basin or other similarly effective controls and waste from the washing activity must be properly disposed of.
4.The Contractor must properly use and store soaps, detergents, and solvents.
5.No engine degreasing is allowed on site.
6.Concrete and other washout waste:
a.The Contractor must provide effective containment for all liquid and solid wastes generated by washout operations (concrete, stucco, paint, form release oils, curing compounds, and other construction materials) related to
the construction activity.
b.The liquid and solid waste must not contact the ground, and the containments must be designed so that it does not result in runoff from the washout operations or areas.
c.Liquid and solid wastes must be disposed of properly and in compliance with MPCA rules.
d.A sign must be installed adjacent to each washout facility that requires site personnel to utilize the proper facilities for disposal of concrete and other washout wastes.
Dewatering and Basin Draining:
Dewatering or basin draining that may have turbid or sediment laden discharge water must be discharged to a temporary or permanent sedimentation basin on the project site whenever possible. Discharge from the temporary or
permanent sedimentation basin must be visually checked to ensure adequate treatment is obtained in the basin and nuisance conditions, impacts to wetlands, and erosion in receiving channels or on down gradient properties will not
result from the discharge. Adequate sedimentation control measures are required for discharge water that contains suspended solids.
If using using filters with backwash water, either haul the backwash water away for disposal and return the backwash water to the beginning of the treatment process, or incorporate the backwash water into the site in a manner that
does not cause erosion.
Timing of BMP Installation:
The erosion and sediment control BMPs shall be installed as necessary to minimize erosion from disturbed surfaces and capture sediment on site and shall meet the NPDES/SDS Construction Permit part VII requirements. Perimeter
controls shall be placed prior to the start of any construction. All disturbed areas not actively being worked must be stabilized within 7 OR 14 days.
Storm Water Pollution Prevention Plan:
The Permitees must implement the entire SWPPP and the requirement of the NPDES/SDS Construction Permit. The BMPs identified in the SWPPP and in the permit must be selected, installed, and maintained in an appropriate and
functional manner that is in accordance with manufacturer specifications and accepted engineering practices.
Temporary Sediment Basins:
The area disturbed for construction does not drain more than 5 acres to a common discharge point, therefore a temporary sediment basin is not required.
Future Operation and Maintenance (O&M):
The owner shall be responsible for performing future operations and maintenance of the permanent stormwater management systems on the property.
CONTACTS
AGENCY NAME PHONE NUMBER
Scott County Administrator PHONE NUMBER
DNR Waters Janell Miersch (218) 739-7576 ext. 232
ACOE St. Paul Office (651) 290-5375
State Duty Officer MPCA (800) 422-0798
SWPPP Designer Nicholas Knutson (320) 227-0212
Erosion Control Review Michael Gerber, PE (320) 227-0203
Erosion Control Supervisor TBD
LOCATION OF SWPPP REQUIREMENTS
DESCRIPTION TITLE SHEET # OR SPECIFICATION SECTION
Receiving Surface Water City Storm Sewer System C301
Final Stabilization Erosion Control Plan C501
Drainage Plans Site Grading & Utility Plan C301-C401
Drainage Details Details C601-C602
Erosion Control Sheets Erosion Control Plan C501
Erosion Control Details Details C603-C604
Erosion & Sediment Control Quantities Erosion Control Plan C501
Existing & Proposed Drainage Maps Final Stormwater Management Plan Project Manual
THIS DRAWING AND THE INFORMATION THEREIN IS
THE PROPERTY OF DESIGN TREE ENGINEERING INC.
USE BY THE HOLDER OR DISCLOSURE TO OTHERS
WITHOUT THE PERMISSION OF DESIGN TREE
ENGINEERING INC. IS PROHIBITED. IT CONTAINS
PROPRIETARY AND CONFIDENTIAL INFORMATION OF
DESIGN TREE ENGINEERING INC. REPRODUCTION OF
THE MATERIAL HEREIN WITHOUT WRITTEN
ERMISSION OF DESIGN TREE ENGINEERING INC.
VIOLATES THE COPYRIGHT LAWS OF THE UNITED
STATES AND WILL SUBJECT THE VIOLATORS TO
LEGAL PROSECUTION.
COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
DRAWING NO.
DRAWN BY:
CHECKED BY:
PROJECT NO.:
NO.DATE DESCRIPTION
PR
E
L
IM
IN
A
R
Y
N
O
T
F
O
R
CO
N
S
T
R
U
C
T
IO
N
DATE:LICENSE #:
PRINTED NAME:
F:
D
E
S
I
G
N
T
R
E
E
E
N
G
I
N
E
E
R
I
N
G
P
R
O
J
E
C
T
S
1
0
9
J
A
V
A
P
R
O
P
E
R
T
I
E
S
1
0
9
2
3
0
0
7
P
R
I
O
R
L
A
K
E
R
E
T
A
I
L
C
O
N
S
T
R
U
C
T
S
C
I
V
I
L
1
0
9
2
3
0
0
7
C
D
E
T
A
I
L
S
D
W
G
4/
1
6
2
0
2
4
MICHAEL J. GERBER
56653
10923007
PRIOR LAKE
RETAIL
PRIOR LAKE, MN
XX-XX-23
GKD
MJG
CIVIL SITE
SPECIFICATIONS
C608
THIS DRAWING AND THE INFORMATION THEREIN IS
THE PROPERTY OF DESIGN TREE ENGINEERING INC.
USE BY THE HOLDER OR DISCLOSURE TO OTHERS
WITHOUT THE PERMISSION OF DESIGN TREE
ENGINEERING INC. IS PROHIBITED. IT CONTAINS
PROPRIETARY AND CONFIDENTIAL INFORMATION OF
DESIGN TREE ENGINEERING INC. REPRODUCTION OF
THE MATERIAL HEREIN WITHOUT WRITTEN
ERMISSION OF DESIGN TREE ENGINEERING INC.
VIOLATES THE COPYRIGHT LAWS OF THE UNITED
STATES AND WILL SUBJECT THE VIOLATORS TO
LEGAL PROSECUTION.
COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
DRAWING NO.
DRAWN BY:
CHECKED BY:
PROJECT NO.:
NO.DATE DESCRIPTION
PR
E
L
IM
IN
A
R
Y
N
O
T
F
O
R
CO
N
S
T
R
U
C
T
IO
N
DATE:LICENSE #:
PRINTED NAME:
F:
D
E
S
I
G
N
T
R
E
E
E
N
G
I
N
E
E
R
I
N
G
P
R
O
J
E
C
T
S
1
0
9
J
A
V
A
P
R
O
P
E
R
T
I
E
S
1
0
9
2
3
0
0
7
P
R
I
O
R
L
A
K
E
R
E
T
A
I
L
C
O
N
S
T
R
U
C
T
S
C
I
V
I
L
1
0
9
2
3
0
0
7
C
D
E
T
A
I
L
S
D
W
G
4/
1
6
2
0
2
4
MICHAEL J. GERBER
56653
10923007
PRIOR LAKE
RETAIL
PRIOR LAKE, MN
XX-XX-23
GKD
MJG
CIVIL UTILITY
SPECIFICATIONS
C609
THIS DRAWING AND THE INFORMATION THEREIN IS
THE PROPERTY OF DESIGN TREE ENGINEERING INC.
USE BY THE HOLDER OR DISCLOSURE TO OTHERS
WITHOUT THE PERMISSION OF DESIGN TREE
ENGINEERING INC. IS PROHIBITED. IT CONTAINS
PROPRIETARY AND CONFIDENTIAL INFORMATION OF
DESIGN TREE ENGINEERING INC. REPRODUCTION OF
THE MATERIAL HEREIN WITHOUT WRITTEN
ERMISSION OF DESIGN TREE ENGINEERING INC.
VIOLATES THE COPYRIGHT LAWS OF THE UNITED
STATES AND WILL SUBJECT THE VIOLATORS TO
LEGAL PROSECUTION.
COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
DRAWING NO.
DRAWN BY:
CHECKED BY:
PROJECT NO.:
NO.DATE DESCRIPTION
PR
E
L
IM
IN
A
R
Y
N
O
T
F
O
R
CO
N
S
T
R
U
C
T
IO
N
DATE:LICENSE #:
PRINTED NAME:
F:
D
E
S
I
G
N
T
R
E
E
E
N
G
I
N
E
E
R
I
N
G
P
R
O
J
E
C
T
S
1
0
9
J
A
V
A
P
R
O
P
E
R
T
I
E
S
1
0
9
2
3
0
0
7
P
R
I
O
R
L
A
K
E
R
E
T
A
I
L
C
O
N
S
T
R
U
C
T
S
C
I
V
I
L
1
0
9
2
3
0
0
7
C
D
E
T
A
I
L
S
D
W
G
4/
1
6
2
0
2
4
MICHAEL J. GERBER
56653
10923007
PRIOR LAKE
RETAIL
PRIOR LAKE, MN
XX-XX-23
GKD
MJG
CIVIL SITE
SPECIFICATIONS
C610