HomeMy WebLinkAbout2014-00506 - retaining wall .
� CITY OF ORONO * z 0 1 4 - 0 PJ 5 0 6 *
2750 KELLEY PARKWAY DATE ISSUED: OS/30/2014
ORONO, MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 805 FOREST ARMS LA
PIN : 07-117-23-12-0009
LEGAL DESC : FOREST ARMS
: LOT 001 BLOCK 002
PERMIT TYPE : ZONING PERMIT
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : RETAINING WALL<4 FEET �
�/-� �3 i� ��-cle f�-��
NOTE: RETAINING WALL
APPLICANT RETAINING WALL<4' S0.00
MINOR LAND ALTERATION 50.00
B BUTTERFIELD LANDSCAPE COMPANY TOTAL 100.00
3925 WATERTOWN ROAD
MAPLE PLAIN, MN 55359- Payment(s)
(612)221-8379 CASH 100.00
OWNER
FELDMANN,JOSEPH& DONELLE
805 FOREST ARMS LA
MOUND, MN 55364-
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and [he
State Building Code. This permit is for only the work described and does
not grant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances governing this type of work
shall be compied wi[h whether or not specified herein.This permit will
expire and become null and void if construction authorized is not
commenced within 180 days of the date of issuance,or if construction is
suspended for a period of 180 days at any time after work has commenced.
The applicant is responsible for assuring all required inspections are
requested in con rm nce with the State Building Code.This permit may be
revoked at an ti 'e f due cause.
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Ap licant Pe tee ignature Date Iss d By Signature Date
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Planning Review Checklist for Zoning Permit Applications
Page 2 of2
Cubic Yards
In Out Total
Haul Route? ? � Yes 0 No
Explain haul route in detail:
Fees to be Charged Amount Orono Inspections Required
� Permit Amount
7 �� 0 Site
Escrow Amount _ � Hardcover Removal
�%'.�,j�,..a,.� � Footing
Signed escrow received? 0 Poured Wall
As-Built Survey
es 0 No 0 lanting Plan
r ❑ Wetland
Escrow amount received? � Final
�Yes 0 No
� Other(specify)
Engineering review needed?
� Yes 0 No
� J �1.C�G` ,�1�^�.Rf�'t�' �,.-,� ,. � ;� �`t 1-f�_ '�r �'' � i���.�� °°
REMARKS in-house : ; , 1
;,�;
Other Review: Reviewed by: Date Approved:
REMARKS (TO BE NOTED ON PERMIT AND INITIALLED BY PERSON PULLING PERMIT)
Created: March 29,2011
z:\forms\plan review checklist for zoning permit applications.docx
� � Cit of Orono
� . y
Zoning Permit Application
Mailing Address: Permit number: b1 —b�SD�o
�D�O PO Box 66 Date received: '�',� 2� �
Crystal Bay, MN 55323-0066 ��
Escrow#and
Street Address: amount:
.� 2750 Kelley Parkway Permit Fee: O�'��
y�, � Orono, MN 55356
L Approved by:
l�kFSH�Q'� Fax: 952-249-4616 Notes:
Main: 952-249-4600 www.ci.orono.mn.us
This application form must be completed in full and all required information must be submitted. (Please print.)
Job Site Address:
CONTRACTOR/APPLICANT INFORMATION:
Name: �����'t �Zic..�t, � O �C�{iJ E �p
Phone: � Fax:
Address: � Cit :Q ZIP:
Contact Person: ContacYs phone number lpla�(, --�3'ZQ
Email �,��Z� Applicant is: Contractor Homeowner (Circle One)
PROPERTY OWNER INFORMATION:
Name: ��� ��f�l�►-� ! �C'��� �E�+QNvt't�.�
Phone (day):
Mailing Address: Cz� ZIP:
Email and/or Fax p� 1.�G
Overall Project Description: '�� L N (N � ��AcLL �IN 5 �Ct D+�
�BoXk TYPE OF PERMIT COST*
Dock, Commercial $50+ engineering review costs
Escrow for erosion control and en ineerin review costs $2,000
Dock, Residential —Permanent dock on any lake or initial seasonal dock not $50 + engineering review costs
on Lake Minnetonka ermanent dock re uires CUP
Hardcover Permit: Driveway, Patio, Sidewalk, Etc. (New or Replacement) No charge
Also requires is a Minor or Major
Land Alteration Permit
Land Alteration, Major(grading, filling, or excavating) more 500 cubic yards $50
or more than 10 cubic yards in lakeshore setback (also requires CUP)
Escrow for erosion control and en ineerin review costs As determined b CUP
Land Alteration, Minor(grading, filling or excavating)—500 or less cubic $50+ engineering review costs
� yards outside of lakeshore setback or less than 10 yards in lakeshore setback
Escrow for erosion control and en ineerin review costs $2,000
Retaining Wall measuring under four feet require a zoning permit. $50+ engineering review costs
Retaining walls measuring 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.)
Escrow for erosion control and en ineerin review costs $2,500
Stairway or Lifts to Lake (New or Replacement) $50+ engineering review costs
Escrow for erosion control and engineering review costs $2,000
Structure Permit for other structures not requiring a building permit but $50+ engineering review costs
regulated by the zoning code(including, but not limited to accessory building
of less than 120 square feet, detached deck or platform and sport court)
Escrow for erosion control and en ineerin review costs $2,500
Tree Removal or other ve etation removal in 0 to 75 foot zone No char e. Pre-inspection required.
Temporar Construction OfficelTrailer associated with buildin permit $30
(over)
*Permit fee will be collected when the permit is issued.
Updated: January 2014
A�'PLIrANTIOWNER ACKNOWLEDGEMENT:
.
� • ApplicanUOwner agrees to provide all information required or requested by the Pianning 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;
• ApplicanUOwner understands their project may require an initial and 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,the a lication ma not be issued.
The undersigned certify that the information s p lie true and correct to the best of their knowledge.
Applicant's Signature: Date: � a0.��
Property Owner's Signature: Date:
SUBMISSION REQUIREMENTS: Except for tree removal permits, all permits require a completed
TYPE OF PERMIT: application form, escrow agreement (signed by the property owner) and escrow check from owner,
two copies of all plans, and three copies of all grading plans or surveyslsite plans
Dock, CommerCial 1. Structural plans for the dock
2. Survey 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 and 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
buildin ermit without information from the MCWD.
Land Alteration, Minor 1. Survey/grading plan including existing and proposed contours
(LeSs than 10 Cu.yds. 2. Amount of fill to be imported and/or exported and haul route
within 75'of lake or less 3. Amount of earth to be moved around on site
than 501 cu.yds 4. Erosion control plan.
elsewhere. 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 permit without information from the MCWD.
Retaining Wall 1. Plans for wall(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 shoreland 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
buildin permit 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
buildin permit without information from the MCWD.
StruCture Permit 1. Construction plans.
2. Survey of property with proposed structure shown and with setbacks to property lines,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 controt 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 City will not issue a
buildin permit without information from the MCWD.
Tree Removal Call: 952-249-4600 to schedule a single tree removal inspection. A re-planting plan/erosion control/management plan
re uired for clear cuttin , buckthorn or other intensive ve etation removal.
Updated: January 2014
S��'� �' C RADI1`I�C `�
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� roperty lines and existing features are shown � �: BUFF,e.Lo, MN S53i'
according to As-Built Site Plon by Meyer-Rohlin PH. 763.682.1781 www.Me�
Land Services, File No. 11212-8, dated �D�ZF��Z. p�pWN BY eooK - �
AAN PAGE
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, �/�/� DATE TIME '��
GITY QF ORONO CALLED IN � ___-���
`IPISPECTION NOTICE r,�; SCHEDULED
PERMIT PG'O. •�`���'" -rf , �`� � COMPLETED
ADDRESS �'(� �. � ��l,'�,��.� �-f)'Y1` � �
OWNER � � ���C������ TELEPHON NO.
CONTRACTOR �y� � � �
� DESCRIPTION � ,�'� �'������ -���
LL ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
J ❑ DEMO-SITE ❑ SEPTIC INSTALL
Z OWNERICONTNACTOR TO MEEf Y�OU:_YES_NO
y COMMENTS: � % 1��� � ��--���'`�'�'
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� WORKSATISFACTORY:PROCEED �PROJECT COMPLEfE r�e ,.�.,�,�,{y
W CORRECT WORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COMERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN
INSPECTOR WILL REfURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Ca11 forthe next inspection 24 hours in advance. (952) 249-46��
OwnerlContractor on site:
InSpector. ��'��G '
Whits Copyllnspector's File Canary CopylSite Notice
(R)
SCHI M NO W SKI f NG1 NEERS
CRITERIUM-SCHIMNOWSKI ENGINEERS
161 DUNBAR WAY
MAHTOMEDI,MN 55115
TEL 651779-7700
FAX 651779-7114
www.criterium-schimnowski.com
August 17, 2016
R��+��"��D
Asher Judd �P� � p 20�7
Outdoor tnnovations Landscaping
5885 16Sh Street C�N OF Q�Q�O
Hugo, MN 55038
RE: Boulder Retaining Wall Evaluation
805 Forest Arms Lane
Orono, Minnesota
Project#16-2367
Dear Mr. Judd:
This letter is being sent per your request regarding the recently constructed boulder retaining walls at the
above address. This evaluation is based on my observations during a site visit on August 4, 2016, and
information you provided in an email on August 3, 2016, including as-built survey information and a
sketch of a swimming pool post footing detail indicating that the pool footing loads are being supported
below the influence of the retaining walls.
The construction of the retaining walls is structurally stable and in general conformance with boulder
retaining wall and construction industry standards. The walls were constructed with stone of sufficient size
and setback. Other typical construction details such as use of drainage elements also appeared to be
followed correctly. As is normal for boulder retaining walls of this type, some wall movement and soil
settlement should be expected. I recommend that concentrated areas of surface water should be directed
away from the walls. Several photos were taken for documentation, some of which have been provided
as part of this report.
This evaluation was performed using the design guidelines presented in the third edition of the"Design
Manual for Segmental Retaining Walls" (DMSRV� published by NCMA in 2009. Direct ail surface
drainage away from the retaining walls. If soil conditions, proposed layouts, or other design parameters
vary from that assumed, a revised analysis might be needed. Please call me if you have any questions or
need more information. Thank you.
Sincerely,
_ •,, ',.�4 '.=�� �gr�'i:• /
,`;:
� �.9` ���;��r� �'�' �
Paul Schimnowski, PE '` � ��'"�`�'�`�"�4-�l�= �
" :ati'']4�t�.... —
:;';.�'m ��$i;i'* .�.�+
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LICENSED �'``��� .
-,�
PROFESSIONAL
ENGINEERS
HOME&BUILDING INSPECTIONS
STRUCTURAL EVALUATIONS
4SSOCIATION RESERVE/TRANSITION STUDIES
RESI DENTIAL/COMMERCIAL
RETAINING WALL DESIGN&EVALUATIONS
805 Forest Arms Lane, Orono, Minnesota
August 17, 2016
' Page 2 of 2
TERMS AND CONDITIONS
This WALL EVALUATION and ensuing recommendations is expressly made subject to the following terms and
conditions to which all persons that receive and rely thereon agree:
1. Standard of Service—Services performed by ENGINEER under this agreement shall be performed in a manner
consistent with the skill and care ordinarily used by members of the engineering profession practicing under similar
conditions at the time and in the locality the services are perFormed.
• Client recognizes that interpretations and recommendations of ENGINEER are based solely on the
information available to the company.
• ENGINEER will be responsible for those interpretations and recommendations, but shall not be responsible
for the interpretation by others of the information developed
• Services provided reflect the professional judgment of ENGINEER,to the best of ENGINEER's knowledge,
information,and belief as of the date hereof.
• No other warranty or guarantee, express or implied, is made.
2. Said design is based entirely on and expressly limited by the scope of services ENGINEER has been employed by
Client to perform and as described in WALL PROVISIONS and LIMITATIONS.
3. If the ENGINEER is hired for any construction phase services or site visits, it is understood that the Contractor, not
the ENGINEER, is responsible for the construction of the project,and that ENGINEER is not responsible for the acts
or omissions of any contractor, subcontractor or material supplier;for safety precautions, programs or enforcement;
or for construction means, methods,techniques,sequences and procedures employed by the Contractor.
4. OWNERSHIP OF DOCUMENTS:All reports,field data,field notes,calculations, estimates and other documents
('repo�ts') prepared by Engineer, as instruments of service, shall remain the property of Engineer. Client agrees that
all reports furnished to Client or his agents,which are not paid for,will be returned upon demand and will not be used
by Client for any purpose whatever. Engineer will retain all pertinent records relating to the services performed for a
period of five years following submission of the report, during which period the records will be made available to
Client at all reasonable times.
5.TERMINATION:This agreement may be terminated by either party by written notice. In the event of termination,
ENGINEER shall be paid for services performed and expenses incurred up to the termination notice date. Neither
Client not ENGINEER may delegate,assign, sublet or transfer his/her duties or interest in this Agreement without the
written consent of the other party.
6. To the fullest extent permitted by law, Client and ENGINEER(1)waive against each other,and the other's
employees, officers,directors, agents, insurers, partners,and consultants, any and all claims for or entitlement to
special, incidental, indirect,or consequential damages arising out of, resulting from, or in any way related to this wall
design and written report, (2)agree that ENGINEER's total liability to Client shall be limited to the total amount of
compensation received by ENGINEER and(3)if an adion is brought against the ENGINEER and the ENGINEER
prevails, ENGINEER shall be entitled to recover costs and expenses, including reasonable attorneys'fees and costs.
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CRITERIUM-SCHIMNOWSKI ENGINEERS
TEL 651 779-7700
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' Location Photos Taken by: Inspection Date:
805 Forest Arms Lane, Paul D Schimnowski, August 4,2016
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" Location Photos Taken by: Inspection Date: �{ � ��
805 Forest Arms Lane, Paul D Schimno�vski, August 4,2016 � .
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11 ',Expect some patio paver displacement due to ', 12 Expect some patio paver displacement due to
Iseasonal movement of boulder wall. normal settlement of boulder wall.