HomeMy WebLinkAboutZoning Permit Application FROM ASPHALT SPEC 4L1 ES (THU)OCT 22 2015 11 :43/ST. 11 :43/No. 5801440124 P 1
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City of Orono D
Zoning Permit Application
�r Mailing Adox 66
dress: Permit number: Z& I S (') I N,,,��� VOiiiiih.r. Cry sal Bay,MN 55323-0066 Date received: I 0 22 Q
Escrow#and
Street Address: amount:
A 2750 Kelley Parkway —
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Orono, MN 55356 Permit Fee:
Cdkf S H Q1-t Fax: 952-249-4616 Approved by:
Main: 952-249-4600 Notes: `�-
! ww.Ci.orono.rrin,us - -
r,;,i ;00.01000 torrr►`mi st i*: irlplete yin fu0l and,, illregt jr;,e,tafhfor0pti0n1r, ,rt8,ttisbe4' (ri tte J^0.'—'` *0:01:00.•Job SltiAddress: Li 5.0 � .(.,(_)i1 r ' Q ro r )
,__c. NTRACTO PPLICANT INFORMATION;
Name; i 1 1 L. . ' _5
Phone: . lE1. - Fax: . - : EN.' • .
Address: .... :+: Ci : V _`
Contact Person: e a Contact's phone n_...- - -
Email r... ' e, a I s 0. is A , , rfiRPliCant is: Contractor Homeowner (Circle One)
PROPERTY OWNER INFORMATION:
Name: .e I E,1iiOra " 1 ilr.,, r 4. e• J 0 1 •I A .
Phone(day): , - . !' - aII
Mailing Address: . �:. ire U.‘ ZIP: $
Email and/or Fax
Overall Project Description: Se e-, 1 ' . ('k -,e______ ______ _______'-
Check TYPE OF PERMIT FEE
Boxcollected when ermit is Issued
Dock,Commercial $50 + engineering review costs
Escrow for erosion control and engineering review costs $2 000
•
Dock, Residential - Permanent dock on any lake or initial seasonal dock not on Lake $50+engineering review costs
Minnetonka(permanent dock requires CUP)
x/ Hardcover Permit;Driveway,Patio.Sidewalk,etc.(New or Replacement) No charge
alsdl,ie ' 10..ri : „r „lafm'tia1 ..i' s; 'P..,7 ft
Land Alteration, Major (grading, filling, or excavating) of more than 500 cubic yards $50
beyond the lakeshore setback OR more than 50 cubic yards within the lakeshore setback
(also requires Conditional Use Permit)
• ference ' Code Sec 8-967 & end 78-12861
Escrow for erosion control and engineering review costs As determined by CUP -
Land Alteration,Minor(grading,filling or excavating)of 51 to 500 cubic yards beyond the $50+engineering review costs
lakeshore setback OR 50 cubic yards or less within the lakeshore setback
/Reference: Cifv Code Sectiont 78-967,78-1247 and 78-12861
Escrow for erosion control and engineering review costs $2,000
Retaining Walls which exceed two feet in height above existing grade; or result in more $50+engineering review costs
than 20 cubic yards of imported fill;or are located less than five feet from the property line.
Escrow for erosion control and engineering review costs $2,500
fReference:. City Code Sadism 7871405(5,U
Retaining Walls which measure more than four feet(from bottom of footings to top of wall)
require a building permit. Tiered retaining walls are considered one wall unless the walls
are separated by twice the height of the lower wall.
Stairway or Lifts to Lake(New or Replacement) FReference: City Cods Sections 78•fz8 r $50+engineering review costs
Escrow for erosion control and engineering review costs $2,000
Structure Permit for other structures 200 sf or less not requiring a building permit but $50+engineering review costs
regulated by the zoning code iReferenCe:. City Cod - on_86-66)
Escrow for erosion control and engineering review costs $2,500
•
1 Tree Removal or other vegetation removal within 75 feet of lakes No charge,
ifigerence: Chi,Code Section 78-1285] Pre-inspection re�uled.
Temporary Construction Offlcefrrailer associated with buildin ermit $30 "- —
„nrimnA' eeo.,v1114
FROM ASPHALT SPECIALTIES (THU)OCT 22 2015 11 :44/ST. 11 :43/No. 5801440124 P 2
`APPLICANT/OWNER ACKNOWLEDGEMENT:
• Applicant/Owner agrees to provide all information required or requested by the Planning Department
• Owner agrees to pay the City of Orono for engineering consultant review costs where applicable;
• Applicant/Owner certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes
that they are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no
alternative but to reject it until it is complete;
• Applicant acknowledges the attached Escrow Agreement is Completed and signed by Owner;
• Applicant/Owner understands their project may require an initial and/or as-built survey per City Code Section 86-68.
• Some or all Of the information that you are asked to provide on this application is classified by State law as either private or
Confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data.
Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and
intended use of this information is to annually update our records and records of other governmental agencies required by law. If
ou refuse to su I the information theapplication manot be Issued.
The undersigned certify that the supplied is true and correct to the best of their knowled e.
Applicant's Signature: Date: la� I 6
Property Owner's Signature: Date:
SUBMISSION REQUIREMENTS; Except for tree removal permits, all permits require a completed
TYPE OF pgRMIT: application form, escrow agreement (signed by the property owner) and escrow check from owner,
two copies of each,where applicable,plans,landscape plans, grading plans,surveys or site plans.
Dock,Commercial 1. Structural plans for the dock
2. Survey/site plan showing the proposed location of the dock
3. Copy of LMCD permit
Dock,Residential Seasonal Dock-survey showing proposed dock -- -
Permanent Dock-plans as approved by CUP and copy of LMCD permit(if applicable)
Hardcover Permit 1. All Minor or Major Land Alteration Permit requirements apply as appropriate
2. Hardcover calculations,existing end proposed
3. Survey
Land Alteration, Major 1. Survey/grading plan including existing and proposed contours as approved by Conditional Use Permit
2. Erosion control plan.
3. A copy of Minnehaha Creek Watershed District(MCWD)permits or documentation from the MCWD stating the
proposed project does not trigger any of their permitting requirements. Please note,the City will not Issue a
building permit without information from the MCWD. _
Land Alteration,Minor 1. Survey/grading plan including existing and proposed contours
2, Amount of fill to be imported and/or exported and haul route
3. Amount of earth to be moved around on site
4. Erosion control plan.
5. A copy of Minnehaha Creek Watershed District(MCWD)permits or documentation from the MCWD stating the
proposed project does not trigger any of their permitting requirements. Please note,the City will not issue a
buildin! •ermit without Information from the MCWD.
Retaining Wall 1. Plans for well(s)
2. Unless repair or exact replacement of existing wall,submit an updated survey with grading plan including existing and
proposed contours
3. Hardcover calculation worksheets if in Moreland district
4. Erosion control plan
5. A copy of Minnehaha Creek Watershed District(MCWD)permits or documentation from the MCWD stating the
proposed project does not trigger any of their permitting requirements. Please note,the City will not Issue a
bulidin,gperrmit without Information from the MCWD.
Stairway or Lifts to 1. Construction plans for stairway or lift,including footings
Lake 2. Topographical survey of property with proposed stairs or lift shown
3. Erosion control plan
4. A copy of Minnehaha Creek Watershed District(MCWD)permits or documentation from the MCWD stating the
proposed project does not trigger any of their permitting requirements, Please note,the City will not issue a
building permit without information from the MCWD.
Structure Permit 1. Construction plans:
2. Survey/site plan of property with proposed structure shown and with setbacks to property tines,Other structures on
property and the septic system indicated.The general location of any sewer and water services should be shown If
applicable.
3. Grading plan if grading Is proposed,
4. Hardcover calculation worksheets
5. Erosion control plan,
6. A copy of Minnehaha Creek Watershed District(MCWD)permits or documentation from the MCWD stating the
proposed project does not trigger any of their permitting requirements. Please note,the Clty will not issue a
L
building permit without information from the MCWD.
Tree Removal Call! 952-249-4600 to schedule an inspection for removal of an individual trae(s), A re-planting plan/erosion Control/
management plan may be required for clear cutting,buckthorn or other intensive vogetatlon removal.
Updated' May 2015
Christine Mattson
From: Christine Mattson
Sent: Friday, April 15, 2016 4:29 PM
To: 'mike@asphaltmn.com'
Subject: 4520 Watertown Road/#2015-01367
Attachments: letter.pdf; Survey Requirements -August 2015.pdf; ord 152.pdf; 78-1605.pdf; Escrow
Agreement -Zoning Permit w Erosion Control 2015-01367.pdf
Mike,
Attached is a copy of the letter and enclosures being mailed on Monday. Please don't hesitate to contact me if you have
any questions.
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway I Orono I MN 155356 (physical address)
PO Box 66 I Crystal Bay I MN 155323-0066 (mailing address)
IR 952.249.4620 I g 952.249.4616
Mcmattson@ci.orono.mn.us I � www.ci.orono.mn.us
Office Hours: Monday- Friday 8 am to 4:30 pm
1
�°moo
CITY OF ORONO
Street Address: Mailing Address: Telephone(952)249-4600
� `4!)
2750 Kelley Parkway P.O. Box 66 Fax (952)249-4616
19 �' Orono, MN 55356 Crystal Bay,MN 55323 www.ci.orono.mn.us
IcESH
April 15,2016
Mike Schultz
Asphalt Specialties
547 W County Road E
Shoreview, MN 55126
Re: Building Permit Application#2015-01367
4520 Watertown Road
On April 13,2016 you sent me an email with an updated proposal. The proposal appears to show modifications and/or
expansions in some areas, however it is not clear enough for our review. As stated in our November 3, 2015 letter we
still need the following items to be submitted or revised in order for your application to be considered complete and
for the plan review to continue:
1. Wetlands. Based on our available information, it appears there is a wetland within the property. This wetland
appears to be located within 150 feet of the proposed project. According to Orono City Code Section 78-1605
(copy enclosed) a wetland delineation is required for projects within 150 feet of a wetland; a 35-foot setback
is required from any delineated wetland edge for structures or hardcover. Contact a wetland delineator to
conduct a wetland delineation. The delineation report must be submitted to the Minnehaha Creek Watershed
District (MCWD) for their approval. Following the MCWD approval, the location of the delineated wetland
edge and 35-foot setback must be shown on a survey.
2. Certificate of Survey. The copies of the survey submitted do not meet the City's survey requirements(see Ord.
No 152, enclosed). Please provide two copies of an updated, full size certificate of survey which meets all of
the City's survey standards(enclosed) indicating the location of the existing and proposed driveway;proposed
sidewalks;delineated wetland edge;and 35-foot wetland setback. Please note,our engineer has not reviewed
the plans submitted,so additional comments may be forthcoming.
3. Landscape Plan. Will there be any other changes to the landscaping? If so,the City requires a landscape plan
be submitted showing all the proposed exterior/landscaping improvements, i.e. patios, grading, sidewalks,
retaining walls, etc. The plan should include the name of the individual performing the work. Any proposed
patios,grading,sidewalks,retaining walls,etc.shown on the landscape plan must also be shown on the survey.
4. Escrow&Escrow Agreement. Permits involving grading and/or review by the City's engineer require submittal
of an escrow and an escrow agreement. The purpose of the escrow is to guarantee reimbursement to the City
for out-of-pocket costs incurred during the review of your plans. Additionally this escrow will guarantee
conformance with City Code Chapter 79 relating to erosion control and stormwater. The required escrow
amount for this project is$2,000. The escrow agreement is enclosed. The property owner must sign the escrow
agreement and submit a check for$2,000.
April 15,2016
4520 Watertown Road
Page 2 of 2
5. Minnehaha Creek Watershed District (MCWD). Your project may trigger the Minnehaha Creek Watershed
District's(MCWD) permitting requirements; please contact the MCWD directly at 952-471-0590 regarding your
project. Please note,the City of Orono will not issue a building permit without a copy of the MCWD permit or
documentation stating the proposed project does not trigger any of their permitting requirements.
The above information is required in order for the plan review to continue. Please feel free to contact me at
952.249.4620 or by email at cmattson@ci.orono.mn.us if you have any questions on the above requirements.
Sincerely,
CITY OF ORONO
hristine Mattson
Planning Assistant
c Asphalt Specialties via email
Bob Eppard;4520 Watertown Road; Maple Plain, MN 55359
enclosures
ORDINANCE NO. 152, THIRD SERIES
CITY OF ORONO
HENNEPIN COUNTY, MINNESOTA
AN ORDINANCE AMENDING THE ORONO MUNICIPAL CODE
BY AMENDING SECTION 86-68
REGARDING SURVEY REQUIREMENTS
THE CITY COUNCIL OF ORONO ORDAINS:
SECTION 1. Section 86-68 of the City of Orono Municipal Code is hereby amended
by adding and deleting text within Sections 86-68 (b) as follows:
(b) Surveys required:
(1) Initial survey or site plan. Any building, zoning or general permit application for
construction of a new structure, or expansion of an existing structure or land alteration
shall be accompanied by a certificate of survey or site plan drawn to scale prepared by
a person registered by the Minnesota Board of Architecture, Engineering, Land
Surveying, Landscape Architecture, and Interior Design. A certificate of survey or site
plan shall conform to the City of Orono Survey and Site Plan Requirements.
a. The certification of the plan by a licensed professional may be exempted by
the city engineer if the project meets all of the following:
1) An existing survey accurately describes existing property conditions;
2) Proposed project exceeds the setback requirements by 150%;
3) Proposed project footprint does not exceed 200 square feet;
4) Evidence that the Average Lake Shore setback is met is provided,
and
5) Information necessary to ensure the project conforms to City codes
and ordinances, including hardcover, grading, and landscaping
requirements is provided.
(2) Foundation survey. A foundation survey shall be submitted to the city for review and
approval, unless exempted by the building official, upon completion of the foundation
work for all buildings and all additions to buildings. The foundation survey, prepared by
a Minnesota Registered Land Surveyor, shall certify the lot dimensions; front, side,
rear, lakeshore, and wetland setbacks; and foundation elevation. A foundation survey
must be submitted before proceeding with framing or further construction. In lieu of a
survey a letter prepared by a Minnesota Registered Land Surveyor containing the
same information as a foundation survey may be submitted.
(3) As-built survey. An as-built survey, prepared by a Minnesota Registered Land
Surveyor, shall be submitted to the city for review and approval upon the completion of
all buildings and all additions to buildings, unless exempted by the building official. The
Page 1 of 2
as-built survey shall certify the final topography of the site; verify drainage patterns;
and provide hardcover calculations for lots in the Shoreland Overlay District. An as-
built survey must be approved before the issuance of a certificate of occupancy. In the
event that weather or other conditions prevent the completion of an as-built survey at
the time the Certificate of Occupancy is requested, applicant shall provide a sufficient
financial guarantee and establish an escrow agreement to ensure completion of the as-
built survey.
SECTION 2. EFFECTIVE DATE: This ordinance shall take effect immediately upon
its passage and publication.
ADOPTED this 27th day of July, 2015 on a vote of 5 ayes and()nays by the City
Council of Orono, Minnesota.
ATTEST:
Diane Tiegs, City Clerk
Ordinance published in The Laker and The Pioneer newspapers the week of August 2, 2015.
Page 2 of 2
Orono, MN Code of Ordinances Page 1 of 2
Sec.78-1605.-Wetland buffer areas and setbacks.
(a) This subsection establishes authority for wetland buffer areas around protected wetlands. Buffer areas are necessary
and beneficial to maintain the health of wetlands. Buffer areas protect the edge of wetlands from erosion while filtering
sediment,chemicals and other nutrients from runoff that drains into wetlands. Buffer areas can improve the biological
diversity and health of a wetland environment while reducing the adverse impacts of human activities.
(b) All wetlands within the City of Orono are within the Minnehaha Creek Watershed District(MCWD),which has rules and
regulations for the establishment and maintenance of wetland buffers. In an effort to avoid overlapping or conflicting
regulations,the city defers jurisdiction for the establishment and maintenance of wetland buffers to the Minnehaha
Creek Watershed District. If application of MCWD buffer regulations is in conflict with city regulations,the more
restrictive requirements shall apply.
(c) In order to provide for a minimum level of wetland protection where Minnehaha Creek Watershed District buffer rules
do not provide for adequate separation between wetlands and buildings or other structures or surfaces,the city shall
require setbacks from the delineated edge of a protected wetland as follows:
Minimum distance setback from delineated edge of
wetland to any building(principal or accessory)or
other structure, hardcover, septic systems or wells:
Where no formal buffer exists and where MCWD 35 feet
does not require a buffer
Where a formal buffer exists or where MCWD 35 feet or established buffer width plus 10 feet,
buffer is required whichever is greater
Areas within the required setback area subject to filling,grading or excavation as part of a construction project shall be
revegetated immediately upon completion of such earthwork.Setbacks must be verified with wetland delineation
information.The determination of whether a Level 1 delineation or Level 2 delineation is required shall be at the discretion
of the planning director.Level 2 delineation information shall be provided on a certified certificate of survey.The
requirement for delineation shall be applied in cases where the wetland exists within 150 feet of the proposed project.
(d) The City of Orono has established wetland protection strategies in the Orono Surface Water Management Plan(SWMP)
(January 2011).A protection classification has been assigned to each wetland in Orono based on the stormwater
susceptibility and functional assessment for each wetland.The city has also established additional protection
requirements for each classification.The four protection classifications are described as follows:
Protection Susceptibility Description Additional Protection
Classification Rating Requirements
(B = Bounce = Change in water
level due to runoff event)
(P = Phosphorus)
"Preserve" Highly Highly susceptible to both B: Maintain bounce at or below
Susceptible quantity and quality impacts from existing conditions
runoff; have the highest degree P: Limit loadings to
of protection predevelopment loading(0.14
Lbs/Ac/Yr)
about:blank 11/2/2015
Orono, MN Code of Ordinances Page 2 of 2
•
"Manage 1" Moderately Moderately susceptible to B: Maintain bounce at or below
Susceptible quantity and quality impacts; existing conditions plus 0.5 foot
protection is less stringent than P: Limit loadings to
Preserve, provides protection to predevelopment loadings times 2
maintain their characteristics (0.28 Lbs/Ac/Yr)
"Manage 2" Slightly Less stringent protection than B: Maintain bounce at or below
Susceptible Manage 1 wetlands; maintenance existing conditions plus 1.0 foot
of characteristics is desirable P: Limit concentration to
predevelopment concentrations
(200 ppb)
"Manage 3" Least Wetlands are significantly B: No quantity requirement
Susceptible degraded (e.g., cultivated or P: Limit concentration to 225 ppb
canary grass monotype)or lack of
wetland characteristics; not
typically impacted by runoff; no
quantity and only limited quality
treatment of runoff is required
The protection classification for each wetland will be found on the"Wetland Management Classification Map&List"
which is hereby adopted by reference,a copy of which shall be kept on file in the office of the city clerk and shall be
available for public review during all normal office hours.The Minnehaha Creek Watershed District required buffer area
widths are based on the four protection classifications.
(Ord. No.28 3rd series,§ 1,8-22-2005;Ord. No. 103 3rd series,§2,5-28-2013)
about:blank 11/2/2015
Christine Mattson
From: Mike <mike@asphaltmn.com>
Sent: Wednesday, April 13, 2016 8:34 PM
To: Christine Mattson
Subject: Bob Eppard Permit
Attachments: Bob Eppard 4-13-2016.pdf;IMG_0048 jpg
Hi Christine,
Here is the proposal showing we are replacing asphalt over the existing crush rock driveway.
Mike Schultz
Asphalt Specialties
Office: 651-484-1696
Cell:763-807-7136
website: www.asphaltmn.com
1
PROPOSAL
A.C.T.-ASPHALT SPECIALTIES
547 WEST COUNTY ROAD E (651) 484-1696
SHOREVIEW, MN 55126 FAX (651) 484-8063
PROPOSAL SUBMITTED TO MAP CO-ORDINATES DATE
Bob Eppard 10-8-2015
4520 Watertown Rd JOB NAME
Orono MN 55359
JOB LOCATION
PHONE JOB PHONE STATE ID NUMBER 0005132 WEATHER PERMITTING START JOB
LICENSED&BONDED WEEK OF
612-940-6104 Email 2015
mndesignbob@yahoo.com
We hereby submit specifications and estimate.
Remove Replace Sidewalk with Radius Curve Steps 7ft out from Pillars
Shape and grade existing base for elevation and drainage
Set forms, install fabric expansion where needed
Pour concrete 4500 psi with fiber mesh with 238 thyme color
Stamp sidewalk, steps and sides, hand tool
Sawcut joints, apply curing sealer
Cost: $7,890.00
Remove Replace Concrete Entry Step 7ft x 7 ft with Radius
Shape and grade existing sub-material as needed, set forms, 7 ft radius curve step with 7 '/2 riser
Pour concrete 4500 psi with fiber mesh with 238 thyme color
Stamp step and sides, hand tool
Sawcut joints, apply curing sealer
Cost: $3,720.00
Install Concrete Apron with Curve Going Around Front Step and Extending 3 ft Beyond Garage
Shape and grade by remove existing class 5 as needed for elevation and drainage
Set forms, install fabric expansion where needed
Pour concrete 4500 psi with fiber mesh with 238 thyme color and stamp
Sawcut joints, apply curing sealer
Cost: $4,490.00
Asphalt Existing Driveway
Shoot Elevations
Shape, grade and remove existing class 5 in high areas a as needed for proper drainage, add '/2 to 1 inch
on top of existing class 5 for proper drainage
Install MN-DOT Approved Dura Drive Hot Asphalt Mix 3 3/4 compacted to 3 inches over existing class 5
Hand tap edges
Cost: $ 18,162.00
10 Year Warranty against break up, settlement, edge break off & weed growth, this warranty is transfer
Page 1 of 2
Page 2 of 2,
MECHANIC'S LIEN NOTICES. The OWNER acknowledges that simultaneously with the execution of this Agreement that he has
received all written notices required under M.S.A. 514.011 (Notice of intention to file Mechanic's Lien.)
ATTENTION OWNERS
(a) ANY PERSON OR COMPANY SUPPLYING LABOR OR MATERIALS FOR THIS IMPROVEMENT TO YOUR PROPERTY
MAY FILE A LIEN AGAINST YOUR PROPERTY IF THAT PERSON OR COMPANY IS NOT PAID FOR THE
CONTRIBUTIONS.
(b) UNDER MINNESOTA LAW,YOU HAVE THE RIGHT TO PAY PERSONS WHO SUPPLIED LABOR OR MATERIALS FOR
THIS IMPROVEMENT DIRECTLY AND DEDUCT THIS AMOUNT FROM OUR CONTRACT PRICE,OR WITHOLD THE
AMOUNTS DUE THEM FROM US UNTIL 120 DAYS AFTER THE COMPLETION OF THE IMPROVEMENT UNLESS WE
GIVE YOU A LIEN WAIVER SIGNED BY PERSONS WHO SUPPLIED ANY LABOR OR MATERIAL FOR THE
IMPROVEMENT AND WHO GAVE YOU TIMELY NOTICE.
In the event it becomes necessary for the CONTRACTOR to file a mechanic's Lien Statement because of non-payment by the OWNER
of any sum required under this remodeling construction contract,then,and in that event,the OWNER shall pay in addition to all sums
required thereunder,the cost of the preparation and filing of Mechanic's Lien Statement, including reasonable attorneys' fees in
connection therewith,as well as all other fees and costs allowed by the statute. This shall be considered as the contractor's timely notice.
Payment to be as follows:
'/2 down r/2 upon completion
3% fee added for all credit card payments.
l$PROPOSE hereby to furnish material and labor,
complete with above specifications, for the sum of Price $ 34,262.00
plus any required permit fees, Down Payment $ 3,426.00
Past due accounts - add 1 '/2% of balance per month. Start of Job Due $ 15,418.00
Balance Due $ 15,418.00
All material is guaranteed to be as specified. All work is to be completed in a Authorized signature Atifte Schultz
workmanship-like manner according to standard practices. Any alteration or
deviation from above specifications involving extra costs will be executed only upon Subject to Office Approval
written orders and will become an extra charge over and above the estimate. All
agreements contingent upon strikes,accidents or delays beyond our control. Owner Note: This proposal may be
to carry fire,tomado and other necessary insurance upon work above. A.C.T.is withdrawn by us if not accepted within 30 days.
fully covered by Workers Compensation and General Liability Insurance.
ACCEPTANCE OF PROPOSAL.-The above prices,
specifications and conditions are satisfactory and are hereby
accepted. You are authorized to do the work as specified. Payment Signature
will be made as outlined above.
Date of Acceptance:_ Signature
Earth Movement- Cubic Yards
In Out Total
Haul Route? ? 0 Yes 0 No
Explain haul route in detail:
Fees to be Charged Amount Orono Inspections Required
Permit Fee Amount
❑ Site
Escrow Amount 0 Hardcover Removal
❑ Footing
Escrow Agreement received? ❑ Poured Wall
❑ As-Built Survey
❑ Yes 0 No 0 Planting Plan
❑ Wetland Buffer
Escrow Money received? 0 Final
❑ Yes 0 No 0 Other(specify)
Engineering review needed?
❑ Yes ❑ No
REMARKS (in-house):
Other Review: Reviewed by: Date Approved:
REMARKS (TO BE NOTED ON PERMIT AND INITIALLED BY PERSON PULLING PERMIT)
Updated:January 2013
z:\forms\old stuff\plan review checklist for zoning permit applications 2013.docx
f,//
PROPOSAL RECEIVED
A.C.T.-ASPHALT SPECIALTIES NOV 0 9 2015
CITY OF ORONO
547 WEST COUNTY ROAD E (651) 484-1696
SHOREVIEW, MN 55126 FAX (651) 484-8063
PROPOSAL SUBMITTED TO MAP CO-ORDINATES DATE
Bob Eppard 10-8-2015
4520 Watertown Rd JOB NAME
Orono MN 55359
JOB LOCATION
PHONE JOB PHONE STATE ID NUMBER 0005132 WEATHER PERMITTING START JOB
LICENSED&BONDED WEEK OF
612-940-6104 Email 2015
mndesignbob@yahoo.com
We hereby submit specifications and estimate.
Remove Replace Sidewalk with Radius Curve Steps 7ft out from Pillars
Shape and grade existing base for elevation and drainage
Set forms, install fabric expansion where needed
Pour concrete 4500 psi with fiber mesh with 238 thyme color
Stamp sidewalk, steps and sides,hand tool
Sawcut joints, apply curing sealer
Cost: $7,890.00
Remove Replace Concrete Entry Step 7ft x 7 ft with Radius
Shape and grade existing sub-material as needed, set forms, 7 ft radius curve step with 71/2 riser
Pour concrete 4500 psi with fiber mesh with 238 thyme color
Stamp step and sides, hand tool
Sawcut joints, apply curing sealer
Cost: $3,720.00
Install Concrete Apron with Curve Going Around Front Step and Extending 3 ft Beyond Garage
Shape and grade by remove existing class 5 as needed for elevation and drainage
Set forms, install fabric expansion where needed
Pour concrete 4500 psi with fiber mesh with 238 thyme color and stamp
Sawcut joints, apply curing sealer
Cost: $4,490.00
Asphalt Existing Driveway
Shoot Elevations
Shape, grade and remove existing class 5 in high areas a as needed for proper drainage, add 'Y2 to 1 inch
on top of existing class 5 for proper drainage
Install MN-DOT Approved Dura Drive Hot Asphalt Mix 3 3/ compacted to 3 inches over existing class 5
Hand tap edges
Cost: $ 18,162.00
10 Year Warranty against break up, settlement, edge break off & weed growth, this warranty is transfer
Page 1 of 2
Page 2 of 2
MECHANIC'S LIEN NOTICES. The OWNER acknowledges that simultaneously with the execution of this Agreement that he has
received all written notices required under M.S.A. 514.011 (Notice of intention to file Mechanic's Lien.)
ATTENTION OWNERS
(a) ANY PERSON OR COMPANY SUPPLYING LABOR OR MATERIALS FOR THIS IMPROVEMENT TO YOUR PROPERTY
MAY FILE A LIEN AGAINST YOUR PROPERTY IF THAT PERSON OR COMPANY IS NOT PAID FOR THE
CONTRIBUTIONS.
(b) UNDER MINNESOTA LAW,YOU HAVE THE RIGHT TO PAY PERSONS WHO SUPPLIED LABOR OR MATERIALS FOR
THIS IMPROVEMENT DIRECTLY AND DEDUCT THIS AMOUNT FROM OUR CONTRACT PRICE,OR WITHOLD THE
AMOUNTS DUE THEM FROM US UNTIL 120 DAYS AFTER THE COMPLETION OF THE IMPROVEMENT UNLESS WE
GIVE YOU A LIEN WAIVER SIGNED BY PERSONS WHO SUPPLIED ANY LABOR OR MATERIAL FOR THE
IMPROVEMENT AND WHO GAVE YOU TIMELY NOTICE.
In the event it becomes necessary for the CONTRACTOR to file a mechanic's Lien Statement because of non-payment by the OWNER
of any sum required under this remodeling construction contract,then,and in that event,the OWNER shall pay in addition to all sums
required thereunder,the cost of the preparation and filing of Mechanic's Lien Statement, including reasonable attorneys' fees in
connection therewith,as well as all other fees and costs allowed by the statute. This shall be considered as the contractor's timely notice.
Payment to be as follows:
Y2 down %2 upon completion
3% fee added for all credit card payments.
W'F PROPOSE hereby to furnish material and labor,
complete with above specifications, for the sum of Price $ 34,262.00
plus any required permit fees, Down Payment $ 3,426.00
Past due accounts - add 1 %2% of balance per month. Start of Job Due $ 15,418.00
Balance Due $ 15,418.00
All material is guaranteed to be as specified. All work is to be completed in a Authorized signature Schultz
workmanship-like manner according to standard practices. Any alteration or
deviation from above specifications involving extra costs will be executed only upon Subject to Office Approval
written orders and will become an extra charge over and above the estimate. All
agreements contingent upon strikes,accidents or delays beyond our control. Owner Note: This proposal may be
to carry fire,tornado and other necessary insurance upon work above. A.C.T.is withdrawn by us if not accepted within 30 days.
fully covered by Workers Compensation and General Liability Insurance.
ACCEPTANCE OF PROPOSAL-The above prices,
specifications and conditions are satisfactory and are hereby
accepted. You are authorized to do the work as specified. Payment Signature
will be made as outlined above.
Date of Acceptance:_ Signature
Christine Mattson
From: Christine Mattson
Sent: Friday, November 06, 2015 1:53 PM
To: 'seppard@closetsbydesign.net
Subject: 4520 Watertown Road /#2015-001367
Attachments: application.pdf; addl info.pdf
Per our telephone conversation, attached is a copy of the original application. I called to request how much earth they
were moving(cutting and filling). Also, attached is their response dated 10/28/2015.
If you have any questions, please don't hesitate to contact me.
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway I Orono I MN I 55356 (physical address)
PO Box 66 I Crystal Bay I MN I 55323-0066 (mailing address)
S' 952.249.4620 I g 952.249.4616
Pq cmattson@ci.orono.mn.us 4 www.ci.orono.mn.us
Office Hours: Monday- Friday 8 am to 4:30 pm
OUR OFFICE WILL BE CLOSED: Wednesday, November 11, 2015
1
Christine Mattson
From: Christine Mattson
Sent: Tuesday, November 03, 2015 1:45 PM
To: 'office@asphaltmn.com'
Subject: 4520 Watertown Road /#2015-01367
Attachments: letter.pdf; 78-1605.pdf; Ord 152.pdf; Survey Requirements-August 2015.pdf; Escrow
Agreement-Zoning Permit w Erosion Control 2015-01367.pdf
Barb,
Attached is a copy of the letter and the enclosures being mailed today. Please don't hesitate to contact us if you have
any questions.
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway I Orono I MN 155356 (physical address)
PO Box 66 I Crystal Bay I MN 155323-0066 (mailing address)
Sit 952.249.4620 I 952.249.4616
cmattson@ci.orono.mn.us www.ci.orono.mn.us
Office Hours: Monday- Friday 8 am to 4:30 pm
OUR OFFICE WILL BE CLOSED: Wednesday, November 11, 2015
1
CITY OF ORONO
Street Address: Mailing Address: Telephone(952)249-4600
"S•e ti 2750 Kelley Parkway P.O. Box 66 Fax (952)249-4616
Iq Orono,MN 55356 Crystal Bay,MN 55323 www.ci.orono.mn.us
KESHO�
November 3,2015
Asphalt Specialties
Attention: Barb
547 W County Road E
Shoreview, MN 55126
Re: Building Permit Application#2015-01367
4520 Watertown Road
On October 22,2015 the City received a zoning permit application for driveway and landscaping changes disturbing 246
cubic yards of soil at the above address. Staff conducted a preliminary review based on the information provided and
recommends the following items be submitted or revised in order for your application to be considered complete and
for the plan review to continue:
1. Wetlands. Based on our available information, it appears there is a wetland within the subject property. This
wetland appears to be located within 150 feet of the proposed project. According to Orono City Code Section
78-1605 (copy enclosed) a wetland delineation is required for projects within 150 feet of a wetland;a 35-foot
setback is required from any delineated wetland edge for structures or hardcover. Contact a wetland
delineator to conduct a wetland delineation. The delineation report must be submitted to the Minnehaha
Creek Watershed District (MCWD) for their approval. Following the MCWD approval the location of the
wetland edge and 35-foot setback must be shown on a survey.
2. Certificate of Survey. The copies of the survey submitted do not meet the City's survey requirements(see Ord.
No 152, enclosed). Please provide two copies of an updated, full size certificate of survey which meets all of
the City's survey standards(enclosed) indicating the location of the existing and proposed driveway;proposed
sidewalks;delineated wetland edge and 35-foot setback. Please note,our engineer has not reviewed the plans
submitted,so additional comments may be forthcoming.
3. Landscape Plan. Will there be any changes to the landscaping? If so, the City requires a landscape plan be
submitted showing all the proposed exterior/landscaping improvements, i.e. patios, grading, sidewalks,
retaining walls,etc. The plan should include the name of the individual performing the work. The landscaping
plan should be reflected on the survey.
4. Escrow&Escrow Agreement. Permits involving grading and/or review by the City's engineer require submittal
of an escrow and an escrow agreement. The purpose of the escrow is to guarantee reimbursement to the City
for out-of-pocket costs incurred during the review of your plans. Additionally this escrow will guarantee
conformance with City Code Chapter 79 relating to erosion control and stormwater. The required escrow
amount for this project is$2,000. The escrow agreement is enclosed. The property owner must sign the escrow
agreement and submit a check for$2,000.
November 3,2015
4520 Watertown Road
Page 2 of 2
5. Minnehaha Creek Watershed District (MCWD). Your project may trigger the Minnehaha Creek Watershed
District's (MCWD) permitting requirements;please contact the MCWD directly at 952-471-0590 regarding your
project. Please note,the City of Orono will not issue a building permit without a copy of the MCWD permit or
documentation stating the proposed project does not trigger any of their permitting requirements.
The above information is required in order for the plan review to continue. Please feel free to contact me at
952.249.4620 or by email at cmattson@ci.orono.mn.us if you have any questions on the above requirements.
Sincerely,
CITY OF ORONO
61-NQ 111 l- a1�t
Christine Mattson
Planning Assistant
c Asphalt Specialties via email
Bob Eppard;4520 Watertown Road; Maple Plain, MN 55359
enclosures
FROM ASPHALT SPECIALTIES (WED)OCT 28 2015 11 : 17/ST. 11 : 15/No. 6801440131 P 1
A.C.T. ASPHALT SPECIALTIES
547 WEST COUNTY ROAD E
SHOREVIEW, MN 55126
651-484-1696 612-781-8871
FAX 651-484-8063
COMPANY : G, ,{ C T O(0\,r\0
FAX NUMBER : FROM :
PHONE NUMBER : G1.,r -
RE:
# PAGES INCLUDING COVER : 1-1
NOTES AND COMMENTS
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FROM ASPHALT SPECIALTIES (WED)OCT 28 2015 11 : 18/ST. 11 : 15/No. 6801440131 P 4
-. PROPOSAL
A.C.T.-ASPHALT SPECIALTIES
547 WEST COUNTY ROAD E (651) 484-1696
SHOREVIEW, MN 55126 FAX (651) 484-8063
PROPOSAL SUBMITTED TO MAP CO-ORDINATES DATE
Bob Eppard 10-8-2015
4520 Watertown Rd JOB NAME - -Orono MN 55359
JOB LOCATION
P11ONE JOB PHONE STATEN1D UMBER 0005132 WEATHER PERMITTINGr START JOB
LICENSED&BONDED WEEK OF
F
612-940-8104 _ Email 2015
_ mndesignbobahoo.com _
We hereby submit specifications and estimate,
In stall Concrete Sidewalk with Radius Curve Ste is 7ft out from Pillars
Shape, grade and compact crush rock with a total of 4-6 inches as needed for elevation and drainage
Set forms,install fabric expansion where needed
Pour concrete 4500 psi with fiber mesh with 238 thyme color
Stamp sidewalk, steps and sides, hand tool Afk
Sawcut joints, apply curing sealer. cobl3ACost: $7,890.00 �, (�
Remove Replace Concrete Entry Step 7ft x 7 ft with Radius ("\(")°;),
Excavate existing step-Haul away V1(\Base 4-6 inches as needed, set forms, 7 fi radius curve step with 7 '/z Wiser Pour concrete 4500 psi with fiber mesh with 238 thyme color
Stamp step and sides, hand tool
Sawcut joints, apply curing sealer
Cost: $3,720.00
Install Concrete Apron with Curve Going Arou_nsI Front Step and Extending 3 ft Beyond Garage
Shape, grade and compact crush rock with a total of 4-6 inches as needed for elevation and drainage
Set forms, install fabric expansion where needed
Pour concrete 4500 psi with fiber mesh with 238 thyme color and stamp
Sawcut joints, apply curing sealer
Cost: $4,490.00
Ashalt Drivewa includes Turn Around and Additions Parkin on Side of Garage
Shoot Elevations
Shape, grade and compact crush rock with a total of 4-8 inches as needed for all area's
I laul away sod -dirt
Install MN-DOT Approved Dura Drive Hot Asphalt Mix 3 % compacted to 3 inches
Hand tap edges
Cost: $ 18,162.00
10 Year Warranty against break up, settlement, edge break off & weed growth, this warranty is transfer
77$
Page 1 of 2 31+j ^
FROM ASPHkLT SPECIALTIES (TU)OCT 22 2015 11 :44/ST. 11 :43/No. 6801440124 P 4
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FROM RSPHkLT SPEC Ik_TIES (THU)OCT 22 2015 11 :44/ST. 11 : 43/No. 5801440124 P 3
•
- - - _ --- PROPOSAL - - - _..
A.C.T.-ASPHALT SPECIALTIES
547 WEST COUNTY ROAD E (651) 484-1696
SHOREVIEW, MN 55126 FAX (651) 484-8063
PROPOSAL SUBMITTED TO MAP CO-ORDINATESDATE
Bob Eppard �10-8-2015 _ —
4520 Watertown Rd JOB NAME
Orono MN 55359
JOB LOCATION
PHONE JOB PHONE STATE ID NUMBER 0005132 WEATHER.PERMITTING START JOB
LICENSED&BONDED WEEK OF
612-940-6104 Email 2015
mndesignbob@yahoo.com
We hereby submit specifications and estimate.
Install Concrete Sideyvalk with Radius Curve Steps 7ft out from Pillars
Shape, grade and compact crush rock with a total of 4-6 inches as needed for elevation and drainage
Set forms,install fabric expansion where needed
Pour concrete 4500 psi with fiber mesh with 238 thyme color
Stamp sidewalk, steps and sides,hand tool
Sawcut joints, apply curing sealer
Cost: $7,890.00
Remove Replace Concrete Entry Step 7ft x 7 ft with Radius
Excavate existing step—Haul away
Base 4-6 inches as needed,set forms, 7 ft radius curve step with 7 'A riser
Pour concrete 4500 psi with fiber mesh with 238 thyme color
Stamp step and sides, hand tool
Sawcut joints, apply curing sealer
Cost: $3,720.00
Install Concrete A ron with Curve Goin Aroun Front Ste and Extendin 3 it lie and Garage
Shape,grade and compact crush rock with a total of 4-6 inches as needed for elevation and drainage
Set forms, install fabric expansion where needed
Pour concrete 4500 psi with fiber mesh with 238 thyme color and stamp
Sawcut joints, apply curing sealer
Cost: $4,490.00
Asphalt Driveway ncludes Turn Around and Additions Parking on Side of Garage
Shoot Elevations
Shape, grade and compact crush rock with a total of 4-8 inches as needed for all area's
Haul away sod - dirt
Install MN-DOT Approved Dura Drive Hot Asphalt Mix 3 % compacted to 3 inches
Hand tap edges
Cost: $ 18,162.00
10 Year Warranty against break up, settlement, edge break off & weed growth, this warranty is transfer
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