HomeMy WebLinkAbout2017-00750 - new structure , , CITY OF ORONO * 2 0 1 7 - PJ 0 7 5 0 *
2750 KELLEY PARKWAY DATE ISSUED: 08/OU2017
ORONO, MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 2090 SHORELINE DR
PIN : 15-117-23-23-0001
LEGAL DESC : UNPLATTED 15 117 23
: LOT 000 BLOCK 000
PERMIT TYPE : NEW STRUCTURE
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTIOIY TYPE : ,SINGLE FAMILY
ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED
VALUATION : $ 650,000.00
NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,FIREPLACE,WATER CONNECTION,SEWER CONNECTION,
ELECTRICAL(STATE)
NOTE:PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM
APPLICANT PERMIT FEE SCHEDULE 4,417.42
STATE SURCHARGE(VALUATION) 325.00
G.S. MEICHELS CONST. S.A.C. 2,485.00
4715 13TH AVE S
MINNEAPOLIS,MN 55407- TOTAL 7,227.42
(612)210-2286 Payment(s)
Minnesota State License#:BUIL-CR006457 CREDIT CARD 5225 7,227.42
OWNER
HEAD, MARTHA
1616 W.22ND STREET
MINNEAPOLIS,MN 55405-
AGREEMENT AND SWORIY STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
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 with whether or not specified herein.This permit will
expire and become null and void if construction authorized is not
commenced within 1 SO days of the date of issuance,or if construction is
suspended for a period of I80 days at any time after work has commenced.
The applicant is responsible for assuring all required inspections are
requested istconformance with the State Building Code.This permit may be
revoke any time for due cause.
i"
�'r"/ '�;� J' / � l � �U �i G C ��7
Applicant ermitee ignature Date Issued ignature Date �
, ,
Builder Acknowledgement Form
Permit #2017-00750 / 2090 Shoreline Drive
Builder Representative Name: �3►^C� �i'!i/E'_ /e, ��r'
Permit Conditions: Initials
**NOTE CHANGE** Before scheduling an exterior insulation and/or drain tile inspection,a
foundation as-built survey must be submitted and approved by the City or a Stop Work order ,
will be issued.
Schedule a minimum of one hour for the framing inspection.
Erosion control mechanisms must be installed and inspected by the City prior to any land
disturbing activities. The contractor must provide a minimum of a 24 hour notice prior to
inspection.
Erosion control shall be installed and maintained throughout the entire project and must
remain until vegetation has been established.
A haul route shall be submitted to the City Engineer for approval and inspection prior to
commencement of hauling from the site.The property owner shall be responsible for cleaning
and repair of roadways for any adverse impacts.
No underground sewer within 20 feet of well.
Prior to the issuance of a Certificate of Occupancy an as-built survey and hardcover calculations
must be submitted and approved.
,-
In the event of winter or other extended unfavorable weather conditions(which prevent the
completion of the exterior improvements and/or as-built survey)a Temporary Certificate of
Occupancy(TCO) may be necessary. A TCO requires a $10,000 escrow.
Advisory Comments
Any changes to the exterior/landscaping improvements, i.e. patios,grading, sidewalks, retaining
walls, etc. not currently shown on the approved survey and landscaping plan will require a
separate Zoning Permit application to be submitted and approved prior to the work
commencing.
Any retaining walls that are over 4-feet in height or tiered walls not separated by twice of the
height of the lower wall require engineered plans and a building permit to be submitted and
approved prior to construction.
w:\street files\shoreline drive\2090\builder acknowledgement form 2017-00750.docx
�' .
City of Orono
Building Permit Application
for New Structures or Additions
Mailing Address: _)n
Q PO Box 66 Permit number: �� '"
� �Q Crystal Bay, MN 55323-0066 �1� Date received: :>-
StreetAddress:' ��.�� Received by:
a p
-� > � 2750 Kelley Parkwa �1 a �7'��
y ,� � ' I Plan review fee:
F c,` Orono, MN 55356 )
11kE5HOQ'� Main: 952-249-4600 Total Fee: � �_'� 7
Fax: 952-249-4616 www.ci.orono mn.us
This application form must be completed in full and all required information must be submitted.
Incomplete applications will be returned. (Please print)
GENERAL INFORMATION:
Job Site Address: 20 � � �'j yorG��H.c, �►�i vG4 d ro�.,o � µ N 5S 3`j �
Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes ❑ No
If yes,a special event permit is required with Police Department and City Council approva/60 days prior to the event. Shutt/e bus service will be
required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed.
CONTRACTOR/APPLICANT INFORMATION:
Name: G �i J�/�P.t C,In� �S CMStY'uc�l�
State License# G (� o� �e`}5�- Expiration Date: ��,�r�i{�t '1-p L�
Phone: cell IZ• 2t 0 • office
Mailing Address: ��5 1'3 ut S o Cit : (. ZIP: 55`'f�
Contact Person: �S Applicant is: ontracto / Homeowner (Circle One)
Email and/or Fax: qg �.i t�►�lS�i bl0'4'w�a.i l � c-dtiu.
PROPERTY OWNER INFORMATION:
Name: �i,q,Y' (� �}G�-�-.
Phone(day): �Q�2• ��0 • Zq 89 City: }.tn1g� M N ZIP: SS`}0$�
Address: �(���r Vv 2Z�nal Sf'•
Email and/or Fax ol� l.a1M.
ARCHITECT/ENGINEER INFORMATION:
Name: 4,� �1�L1 C ►^t
Phone (day): . '� •
Address: ���pj Loaa,,,� .�nrc �, city: il,(�o ls E,t,tN ziP: S S 4 a3
Email and/or Fax: �Y{�((� v-f.�V LIA,v�� � L.M�--
PROJECT INFORMATION: Descri tion of ro�ect:
1.Type of Project 2. Proposed Use 3.Structure Type 4.Sewage Disposal 8�
Water Supply
[�New Construction ❑ Single Family with ❑Accessory Bldg./Garage ,�.,(
❑Addition attached garage ❑ Deck u Public Sewer
❑Accessory Building ❑ Single Family with ❑Office/Commercial
❑ Relocation detached garage [v7Residence ❑ Private Sewer
❑Other: (specify) ❑ Multiple Family/Condo ❑ Retaining Wall(s)
❑ Public 4-feet or greater ❑ Public Water
*"Any earth movement may require ❑ Commercial ❑Storage
MCWD review&permits. ❑ Industrial ❑Warehouse [�Private Well
Minnehaha Creek Watershed District(MCWD) [1�Other: (SpeCify) ❑Othef(SpeCify)
15320 Minnetonka Blvd CtVGS} H'OVS-4
Minnetonka,MN 55345 SVvM.ry�t,�, �CGK�'1
Phone: 952-471-0590 '
Fax: 952�71-0682
wwva.minnehahacreek.or
Estimated onstruction Valuation (excluding land) $ t� (LS�I D D�
KC�EIVEC�
Packet Last Updated: August 2015 JUL 0 5 2U 1�i
Page 21
ciN oF oRONo
' STRUCTURE INFORMATION:
1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction -�-� �Q
' �C Gv �yr � /✓�
a. Length (ft.)= �i� Number of bedrooms= C! Wood/ ame Cy ��l.-" f
�
b.Width(ft.)= �'•5 Number of garage stalls: -� - ason
Areas in square feet Attached= ❑ etal (��(,D� IC�V � ��d h
❑ Bldg. /�/lj/(�� /I,I��C/
c. Basement= P��rS Detached= � l�v� / '"L
d. 1 S'Story = 2Z�D�' S�•f'}'� 1 ����' � ❑ -s e Prefab
e. 2"d Story= (`'�''�'�S� �- ❑ ff-sit Prefab
f. '/2 Story = ' 0 � Other( se specify):
g.Total Area= 3�3'L' S� �
REQUIRED SUBMITTALS:
All of the information must be submitted in order for your application to be processed:
Not
Enclosed A licable
❑ ❑ Buildin Permit Escrow A reement and Fees
❑ ❑ Plan Review Fee
❑ ❑ Com leted A lication Form
❑ ❑ Pro osed Buildin Plans-2 full size sets,to scale and 1 reduced 11 x 17 or 8 YZ x 11 set
❑ ❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements
❑ ❑ Surve -2 full size,to scale meetin ALL surve re uirements
❑ ❑ Hardcover Calculations
❑ ❑ Se tic S stem Certification
❑ ❑ Minnehaha Creek Watershed District(MCWD)Permit or
Documentation from MCWD statin no ermit is re uired
❑ ❑ Landsca e Walls and/or Retainin Wall Plans
❑ ❑ Stormwater Pollution Prevention Plan SWPPP
❑ ❑ Access Permit
� ❑ Data Privac Adviso Form
APPLICANT/OWNER ACKNOWLEDGEMENT:
. Agrees to provide all information required or requested by the Building Department;
• Agrees to pay the City of Orono for engineering consultant review costs in excess of$500;
• 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;
. Acknowledges the Escrow Agreement is completed and signed;
• Understands 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 you refuse to supply the information, the application may not be issued.
• Agrees that 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, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000
escrow to ensure completion of the as-built survey and all site improvements.
ApplicanYs Signature: � J ' Date: � c,� l
Owner's Signature: Date:
Packet Last Updated: August 2015
Page 22
� � PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS
Address: ��� c.� l�e�n.e �. Permit No.: 2��7 '~ W���
Description of work: _ �(�'�T L�/11��--� Date Rec'd: 7 "�cr7'��
Se l�' �' �'Il• J�040
Septic review by: Date Approved: ~
Zoning review by: • Date Approved: �'2-ll/'��
Building review by: Date Approved:
Grading review by: � , � u�War�� Date Approved: 7'�3� � !
Zoning District: t..t���� Zoning File#: � t�J��
Resolution? Yes Reso#: �Q1� Reso Date: 3'�3 ��1 . Signed: Yes No Resolution/ NA
Zoning: Lot Area: ��_SF AC Width: Structural Coverage: _�SF _ ��%
Survey Submitted: �es � No Date of Survey: �D 'Z-7'�1 Revised date(?):
Landscape plan submitted? � Yes Landscaper: � No/ None proposed
Pro osed Setbacks:
F�(Lake) r(Street) ( N S E W ) ( N S E W ) Other Buildings Wetland
� Side Side
`��I .. ) 4,�'-( '�e ��+ __.__' ryV�/ '
7 �� �
Buildinq Heiqht Analysis:
Distance Between First Floor and defined Top of �a� ��4L
Roof See "buildin hei ht" definition :
First Floor Elevation from buildin lans : (b) �'���
Highest Existing ground level (per survey) or 10'
above lowest round level, whichever is lower: ��� �J I
Difference between b and c : (d) " ,
DEFINED HEIGHT If highest existing grade is:
abeve F�E�-Heighf is(aj-(d) �e� �� `��
below FFE-Height is(a)+idl
Shoreland District MCWD Permit Average Lakeshore Setback g�uff
Met?
�es 0 No Permit Number: 4� �o� �Yes � No 0 N/A � Ye No
� � N/A—see attached
�' /�Qf1tJ�.. Setback:
Stormwater Quality Existing Proposed
Overlay District Tier Hardcover Hardcover Variance Required CUP Required
circle one % and s % and s
� ��J•OZ� �q':Oq?� Yes � No Yes 0 No
/ 1 J 2 3 4 5 Type(s): Ty e(s):
�/ ?.1,��•2� Z3, Z�tc� 2 sF � - �O cticXaw
�. of looac �►�
Updated: October 2016
v:\forms\plan review checklist 10-2016.docx
Fees to be Char ed YES NO
Permit
Plan Review �,;�.
State Surcharge �•
Investigation Fee ,.
, SAC—Number o#SAC Units /
Other(specify) � -
S uare Foota e $ per S uare Foota e
Basement X = $
1 St Floor X = $
2nd Floo� X = $
Garage X = $
Estimated Construction Value: $ (�,��,���
Orono Inspections Required Work Requiri�g Separate Permits
Footing � Site Plumbing � Grading/Filling
0 �Poured Wall Silt Fence/Erosion Control Mechanical � Fire
�'Foundation Survey 0 Hardcover Removal Fireplace � Water Connection
� Framing � Other(specify) � Masonry �Sewer Connection
� Waterproofing/Drain tile �Mfg. � Lawn Irrigation
� Foundation Waterproofing � Other(specify) 0 Landscaping
Framing
Insulation
As-Built Survey
�Final
� Lathe Required State Permits
� Other(specify)
� Well Electrical
REMARKS (in-house):
OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED:
�6ee Builder Acknowledgement Form
� Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved.
a . .. � . � • . . •. . . .
. . , . . . . . . . - �� • . .
Updated: October 2016
v:\forms�plan review checklist 10-2016.docx
� �
June 30, 2017
Ms. Laurel Ufland
Laurel Uliand Architecture
1718 Logan Ave South �
Minneapolis, MN 55403 ���.
���
��
Re: Martha Head Residence
2090 Shoreline Drive
Orono, MN 55391
VAA Project No: 170248
Dear Ms. Ulland:
VAA, LLC was retained to structurally design the Martha Head Residence located at the above
referenced location.
VAA's Scope of Services included structurally designing the Martha Head residence in accordance with
the 2015 Minnesota State Building Code. Structural notes, details and member sizes were
incorporated into the architectural drawings prepared by Laurel Ulland Architecture for construction.
VAA reviewed the final architectural package to verify that the structural requirements for the design of
the Martha Head residence were incorporated into the drawings.
If you have any questions or need further information, feel free to contact me.
Sincerel ,
VAA, LLC
David C. Jahnson, P.E.
Associate/Senior Structural Engineer
License Nurnber: 22124
Planners and Engineers vaaeng.com
2300 Berkshire Lane N,Suite 200,Plymauth,MN 55441
Phone;763.559.9100 Email:info�vaaeng.com
�
+� ; � ; ; ° ; ( (
� ! t 4'� � .j
� � � � i 4 .�
� � w 6 i � � �� .I � ;
�.`�".. � � i , '-
4� � � � � ! .�'�, ;�;
� � I � � � * � � � y � '
� L" : �° �f ' � ; i �` � y� .
f„� _ � ' � .D� ` � � � 1 i ;. � �' +
� C. : �t. ! 1 � � `' . b. I
� �' � - , � � �
� � � �
� �, { � , � ; , � �
;
�� j � � �� V � � � �► � �
� ; = r , ..
� � � � �� � � � � ;-� � � .� -��
Ci — � , � t j i , ; � �" �
�, + '� ! �.�i I rt�"l �
O � � � � ,� � � �� � �r ��
� � � � ~ � � � : ; � � � ':�� , #�
� + ��, „' � . �-
� !1 � �r. � 3 ��s �, � L�,� � � �~*^i
� „ `�� v " `' <
f3 G i � I,�_ � t � i 4
� J j �� `' �'Vi 1 i.1 ti � ��
� � � , .�� � � � -.� ��
L � c�; ,
: j '„ , K ;? 4'' '.^:, i � ' 1 �
'` � � � 1 ��. � ��� + o
, i .�., �.�- ea
� � �' G � �j;�:, �"i +T�' . �� � .�'..t . ,+ QL.
� `s � hl � �e 'y' I '+' C� '�. `�. CL
C � ': � y .0 ��7, �' `� � i s� '
� �
.0 � ` i � c �, ��. �� � i Y � '+�
:,, � a��+ � L �� ;`, � � �t � ~t,, r -
� .� � ti3 �s. ' � 'ti " i v � ,i�
CY.3 �, ; 'c _ .� `� 3
L`� ,�. ; ; `����
� '� � . b � , .. 'i•'�
� y � ,
� r_ � , � �" '- � t i 3 �
r,� ° � ; M ! 6 e` ;. ;� r • ' R
3+� j - +{ �: � � : Q ; �. � , � � � -,
�c � ��`
� � ; �� ,
� � t0 �'� � � �Y `' ^y�= � r� 1�
� 'C �' �"r'!, � ; � ` � � F ! �„. ,+� ��s.
a � � �' ° $ ; � � � � - ' i� � u �;�
� -- :�� � . �
c� � ; }r7 � -'
�J/ y � y 4k `�. 1�. � �. � ' c a� �
�� � �. * ,� �yt'. � I � ... ' �, � d � �.
�� � `
� � i � �� �` +� ~ RY� j h.. � =�.�::
fll � � "�i 4. � � � � � � ��
F► t ] ' �
� � t � � � � 4 � � � G��a � ' `s �� ;
�. C` �y � � ' � � ' I � �C� � �
� +G 3� ' � �. '�. t , � �* � I r} � fp
� 3 : . ^ � = ' ; C"v
�`: ` � ' � "� � � � `f
� :- : n � i � �� ' : �- � 3 � .4. 3� ` �,
C � s �
W (V � ` �r � � i ' � � �
« �. � r _ < � � � .�
:v� � V � � � � � � ,i j L � �
.� �� '; . � � ' S _
\ i',�„r,' .r � '� 3 � � C � � � i �� y i `' T
`'= g >" $ ( ,� _ = i �� � `' �
� ,� OC 'i u. � ` .�. "
�
� �
� av
. , Su� U�'t.�C�' E��1
ORON� �� aPY �uru�t� fr,r G��
, � �.�.�. ,�.,
City of Orono
���o,` Hardcover Calculation Worksheet
� Property Address:
'sF `/ Zvqo SttaR���NG— p�.�v� F OR-oNo , MN 553°It
�'�kf51fOFE Prepared by: Lkv(t.Et- UtwkriD 1�t,�+iTEuu f+-F L�uk) Date: ti, �b, Zo�}
-t'� t.G�eN,�1�1.b S ►�OW�►I� t�IG C EFN) ---;�/�iYEY� 9•�8. 2o t lo
Stormwater Quality Overlay District Tier: (Circle one) Tier Tier 2 Tier 3 Tier 4 Tier 5
Step 1: EXISTING HARDCOVER
In the following table identify all items of existing hardcover on the property, keyed by letter to Certificate of
Survey(survey must accompany this form). Use as many lines as necessary to accurately depict existing
hardcover status of the property. For Tier 1 properties, identify any features by letter within the 75' setback line
and calculate hardcover square footage separately for each portion.
Key to Hardcover Item(Describe) Length x Width Total
Surve S uare Feet
Exam le Gara e 24'x 30' 720 S.F.
A 2-S o W R 22 2. S.F.
B 0 0.2 S.F.
C 1 .l �c S.F.
D X S.F.
E L t„ S.F.
F E T , S.F.
G 0 . S.F.
H � S.F.
I G l v S.F.
� S.F.
K � o S.F.
� ' S.F.
M �c 0 . S.F.
N S.F.
p S.F.
p S.F.
Q S.F.
R S.F.
g S.F.
T S.F.
� S.F.
V S.F.
W S.F.
x S.F.
Y S.f.
Z S.F.
1 Total Ewstin Hardcover E �P SUR� •l •20► 2Z S.F.
Excludable Hardcover See Ci Code Sec T8-1684 : � �
E a io�! e ti v o x 43o s.F.
1 D o S.F.
IN' ' x 2 S.F.
S.F.
S.F.
2 Total Excludable Hardcover 3 . 2 S.F.
3 Net Existin Hardcover Subtract line 2 from line 1 �-t " 2 S.F.
4 Total Lot Area , 1 S.F.
Existing Hardcover Percentage ((3)+(4)] �3, d�. %
(Proposed Hardcover next page)
RECEIV��::
Variance Application-May 2016
Pe�� JUL 05 ���� �
CITY OF ORONO
City of Orono
��o o, Hardcover Calculation Worksheet
��y�t `� Property Address: 20�p 5����NE pRtv� DRoN 0 , MN 553`� I
�V
k suOPE Prepared by: Date: t • t 8 • Zo t�
1.PrVrLBi. V U.�cNt7 PriZU+CfL'st-N�b (,l.U�►)
t�.�M.�, �tE�� S NOwAK iN� C EFN) --� Sv�tv�Y � l. q. 2e t'}
Stormwater Quality Overlay District Tier: (Circle one) ier Tier 2 Tier 3 Tier 4 Tier 5
Step 2: PROPOSED HARDCOVER
In the following table,identify all items of proposed hardcover on the property, keyed by letter to Ce�tificate of Survey
(survey must accompany this form). Include all existing hardcover items that are intended to remain,as well as all
proposed hardcover items that will be added. Use as many lines as necessary to accurately depict proposed hardcover
status of the property. For Tier 1 properties,identify any features by letter which are within the 75'setback line and
calculate hardcover s uare foota e se aratel for each ortion.
Key to Hardcover Item(Describe) Length x Width Total
Surve S uare Feet
Ezam le Gara e ` 24'x 3D' 720 S.F
A - ro 0o c u s.F.
g � S S.F.
� x S.F.
D e ,c S.F.
E S l I, S.F.
F 0 S.F.
G S.F.
H v S.F.
I o u S.F.
� 0 x S.F.
K D�i � .0 S.F.
L lN S 0 u l.O 0 21 O S.F.
M ► S.F.
N t � ov I.a S.F.
p �.2. S.F.
p S.F.
Q S.F.
R S.F.
g S.F.
T S.F.
� S.F.
V S.F.
W S.F.
X S.F.
y S.F.
_` Z S.F.
�V 1 Total Pro osed Hardcover gEE EFN _ oi D SVfZ �•q• ��� 23 38 S.F.
C���� Excludable Hardcover See Ci Code Sec 78-1684): � `
��- 1 D c � x S.F.
� _ jpD S.F.
� 0 x 2 0 .2 S.F.
S.F.
S.F.
2 Total Excludable Hardcover ,��?�." S.F.
3 Net Pro osed Hardcover Subtract line 2 from line 1 .F. ��'7��2"
4 Total Lot Area S ( 8•. S.F.
Proposed Hardcover Percentage [(3)+(4)] � o (�•�Q�
I N�f�'fA S E _ �$f/o
Variance Application-May 2016
Page 8
Christine Mattson
From: Adam Edwards
Sent: Thursday,July 13, 2017 11:53 AM
To: Christine Mattson
Subject: RE: 2090 Shoreline Drive/#2017-00750
Chris,
I've reviewed the subject grading plan and stamped it approved
Separate utility permit required for sanitary sewer connection.
Adam
From:Christine Mattson
Sent:Thursday,July 13,2017 9:42 AM
To:Adam Edwards<aedwards@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us>
Subject:2090 Shoreline Drive/#2017-00750
We received a building permit application for a guest house at 2090 Shoreline Drive.The guest house was approved with
resolution#6752 allowing the guest house to be forward of the average lakeshore setback and so it could be elevated
above the 19'o flood elevation using helical piers. Please review and provide comments.
Thank you!
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway � Orono I MN I 55356(physical addressJ
PO Box 66 I Crystal Bay � MN � 55323-0066(mailing addressJ
'�' 952.249.4620 I 8 952.249.4616
� cmattson@ci.orono.mn.us 0 � www.ci.orono.mn.us
Summer Office Hours: (Monday,May 22 through Friday,September 1,2017)
Monday-Thursday: 7:30 am to 5 pm
Friday: 7:30 am to 11:30 am
OUR OFFICE WILL BE CLOSED: Monday,September 4, 2017
1
Permit Application: Self-Checklist for Completeness
Please note, the applicant must initial in the boxes below to acknowledge the minimum required
information is included with the submittal. If not, the application will NOT be accepted. Call
952.249.4620 to schedule a meeting with staff if you have questions on application submittal
requirements.
Completed Application
Plan Review Fee Paid
/
Signed Escrow Agreement & Escrow Payment
Plans (to scale) x2
Certificate of Survey (to scale) showing the proposed project &
meeting all requirements x2
Hardcover Calculations (if applicable)
I am aware that Orono will not issue a building permit without a
copy of MCWD permits (or documentation from the MCWD stating
the proposed project does not trigger their permitting
requirements). I will contact the MCWD at 952-471-0590
regar ' this project. '
Signed by:
.
Address: � � / D �=1� l � � /''�� �.
�f�[/�� �l t�'i
Permit #: o�0/r—d-t� 751�
W:\Applications,License or Permit Applications\Zoning Applications\Permit Application Completeness Checklist 2015.docx
EGAN, FIELD & NOWAK, INC.
SURVEYORS AND ENGINEERS
1229 TYLER ST. NE SUITE 100, MINNEAPOLIS, MN 55413
ESTABLISHED 1872
Phone:(612)466-3300 Fax:(612)466-3383
LETTER OF TRANSMITTAL
DATE: 6/28/2017
TO: LAUREL ULLAND PHONE: (612) 874-1086
LAUREL ULLAND ARCHITECTURE
1718 LOGAN AVENUE SOUTH
MINNEAPOLIS, MN 55403
FROM: Ken Faucher
RE: PROJECT 36852 – HEAD, MARTHA—2090 SHORELINE DRIVE—
PROPERTY SURVEY
NO.OF COPIES: 3
DIST. METHOD: Mail
PURPOSE: AS YOU REQUESTED REVIEW RETURN
FOR YOUR INFORMATION REPLY TO SENDER
FOR YOUR APPR9�/AL � _ OTHER REMARKS
REMARKS: Revised Guest House location
R!Cl�IVED
�u� 0 � 2011
�cmr o�oRONo
"BOUNDARY SURVEYS 'CONSTRUCTION STAKING "ALTA SURVEYS
"PLATTING *TOPOGRAPHIC SURVEYS "LEGAL DESCRIPTION WRITING 'CADD SPECIALISTS
Copyri9ht(c)2001 Fais Consulting,Inc. �
DATA PRIVACY ADVISORY
In accordance with Minnesota State Statute 13.04 Rights of Subjects of Data, Subd. 2, 'Tennessen warning", we
would like to inform you that your request for a permit or license from the City of Orono or any of its departments
may require you to furnish certain private or confidential information.
You are notified that:
1. The information you furnish will be used to determine your qualification for the permit or license
requested.
2. You may refuse to supply data, but refusal may require that the City deny the permit or license.
3. The information may be shared with other local, state or federal agencies to the extent necessary
to process the permit or license.
4. If your requested permit or license requires Council action to approve, some information may
become public.
5. You have certain rights under Minnesota State Statute 13.04(see following page)to review private
data on yourself.
6. Your full name is required to process this application or permit.
�"4kiz-Ttt{� hNN 1�1'�(�S H EE4D
First Middle Last
2D°Ifl SttoRE�tNE e�IVc
Address
0 Izo N D J�1 N S 53� � L 12,•��o • �`I 89
City State Zip Phone
I understand my rights as stated above.
Signature
RECE11✓�M�
CUP Applkation-January 2016
Page 8 JU L 0 �. .''.,'� �
CITY OF ORONO
M �1.
_�
�
��
�� ���
MiTek USA, Inc.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
314-434-1200
Re: ROOF
463073 : Scherer Brothers Lumber
The truss drawing(s)referenced below have been prepared by MiTek USA, Inc. under my direct supervision
based on the parameters provided by Littfin Lumber Company.
Pages or sheets covered by this seal: I31811177 thru [3]811177
My license renewal date for the state of Minnesota is June 30,2018.
i Hereby certify that this plan,speci-
ficatan,or report was prepared by
me or under rrry dired supervision
and that I am a duly licensed Pro-
fessional Enqin nder the laws
of the Sta innesol�
EN E.F X
DATE REG.NO.21980
December 4,2017
Fox, Steve
IMPORTANT NOTE:Truss Engineer's responsibility is solely for
design of individual trusses based upon design parameters shown
on referenced truss drawings. Parameters have not been verified
as appropriate for any use. Any location identification specified is
for file reference only and has not been used in preparing design.
Suitability of truss designs for any particular building is the
responsibility of the building designer, not the Truss Engineer,
per ANSI/TPI-1, Chapter 2.
• � .�._,....J
I ROOF DC Roof Special 1 7
li I _�__ �� (Job Reference(op6onaD
Litifin Truss Company,VNnsted,MN,. �� 8.730 s Oct 26 2017 MiTek Indushies,Inc. Mon Dec 4 13:17�02 2017 Page 1
I D:_kBXcgo3MnH4xt 6zeXAhpwyQACX-fVd8sP7E?H8sUaeFn7HGrPHwOfjMYaGOhPnmkqCKnF
5-7-7 10-10-14 16-2-5 23-7-7 26�-12
5-7-7 53-7 5-3-7 7-52 2-9-5
4x8 I I Scale=1:46.6
REPAIR:
� STUB RIGHT END 4-9-10 3
7.0o iz
14 15
i LSx4 \\ �3 �s 1.5 //
2 4 ��O
� p q� 16"X 32" 2_�_�
ol ��
ml i z
�i
i 4n9 // 5
1
� -
o �.
.- .
�
r ,�
N
:�_ ' v
i �--y--�
_ ..__-._-_. . __.._.. ._ . .._ .__.... ...... _...__ ....1 Y 1 . _.. .___ _.._...._. a t
O
9 8 �
10 g
sxa I I axiz - 3�s= GUSSET MAY BE TRIMMED
sxe = TIGHT TO SINGLE PLY HANGER
CUT WEB JUST BEYOND CONNECTOR PLATES AT ITS END.
THE JOINT MUST REMAIN UNDISTURBED.
'.,�I ATTACH 1/2"PLYWOOD OR OSB GUSSET(15132"RATED SHEATHING 32/16 EXP 1)
�_ ` INSTALL 2 X 4 SPF/DF/SP N0.2 ���t J TO EACH FACE OF TRUSS WITH(0.131"X 2.5"MIN.)NAILS PER THE FOLLOWING NAIL SCHEDULE:
CUT TO FIT TIGHT. -�' 2 X 3'S-2 ROWS,2 X 4'S-3 ROWS,2 X 6'S AND LARGER-4 ROWS:SPACED @ 4"O.C.
NAILS TO BE DRIVEN FROM BOTH FACES.STAGGER SPACING FROM FRONT TO BACK FACE
FOR A NET 2"O.C.SPACING IN EACH COVERED TRUSS MEMBER.USE 2"MEMBER END DISTANCE.
i 7-0-5 149-7 _�_ 23-7-7 26-4-12 ,
i ____
-_-__ 26-4-12
Plate Offsets(X,l�_ f 1 0-4-4 0-1 2
�_o-z-iz.az-oj �a:a2-so-ai2L----- __ _ --- -
_____ __-- -___. __ _ ___ _- - -- -- -- __.
- _---- -
LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 38.5 plate Grip DOL 1.15 TC 0.67 Vert(LL) -0.05 9-70 >999 240 MT20 197/144
(Ground Snow=50.0) Lumber DOL 1.15 BC 0.42 Vert(TL) -0.14 7-9 >999 180
TCDL 15.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.02 6 n/a n/a
BCLL 0.0 Code IBC2012lTPI2007 Matrix-MSH Weight:126 Ib FT=20%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.t/No2'Except' TOP CHORD Structural wood sheathing directly applied or 4-4-9 oc purlins, except
3-5:2x4 SP 2850F 2.3E end verticals.
BOT CHORD 2x4 DF No2 or 2x4 DF-N No.1/No2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
6-8:2x4 DF 1800F 1.6E WEBS 1 Row at midpt 4-6
WEBS 2u3 SPF Stud'ExcepY MiTek recommends that Stabitizers and required cross bracing
3-9,3-7,7-11:2x4 DF Std or 2x4 SPF Stud, :2u4 DF 1800F 1.6E be installed during truss erection,in accordance with Stabilizer
1-10,5-6:2x4 DF No.2 or 2x4 DF-N No.1INo.2,46:2x4 SPF No.2 Installation guide.
REACTIONS. (Ib/size) 10=1356/Mechanical,6=1356/Mechanical
Max Horz 10=221(LC 13)
Max UpIift10=-86(LC 14),6=-86(LC 14)
FORCES. (Ib)-Mau.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-1490/156,2-3=-1344/233,3-4=-1327/232,1-10=-1292/154,5�=-281/91
BOT CHORD 7-9=-44/862,6-7=-103/1056
WEBS 1-9=-81/1154,2-9=-639/176,3-9=-72/474,3-7=-71/449,4-7=-268/162,4-6=-1420/108 I Hereb certi that this lan,
NOTES- (10-12) y fy p speci•
1)Wind:ASCE 7-10;VuIt=115mph(3-second gust)Vasd=9lmph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;8=45ft;L=26ft;eave=4ft;Cat.II; ficatan,or report was prepared by
Exp C;enclosed;MWFRS(directional)and C-C Euterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-1Q14,Exterior(2)10-10-14 to me or under my direct supervision
13-10-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for and that I am a duly Licensed Pro-
readions shown;Lumber DOL=1.60 plate grip DOL=1.60 fes,iona eer under e laws
2)TCLL:ASCE 7-10;Pg=50.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 of th fate ot Minn a.
3)Unbalanced snow loads have been considered for this design.
4)Provide adequate drainage to prevent water ponding.
5)N/A
STEVEN E.FOX
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)Refer to girder(s)for truss to truss connections.
8)Provide mechanicat connection(by others)of truss to bearing plate capable of withstanding 86 Ib uplift atjoint 10 and 86 Ib uplift atjoint
g. DATE REG.NO.21980
9)N/A
10)This truss must not be exposed to environments that are corrosive or greater than 19 percent moisture,and moisture of lumber not to December 4,2��7
11) is the responsibility of the engineer of record to determine the suitabili�y of this component for this pro ect per ANSI/TPI 1 Sedion 2. ��
WARNING-Verly design psrameters antl READ NOTES ON THIS AND INCLUDED MIIEK REFERENCE PAGE MII-7473 rev.�0/03/Y015 BEFORE USE`. ��
Design valid for use only vnth MiTek�connectors.This design is based only upon parameters shown,and is tor an individual building component,not
a truss system.Before use,the building designer must venfy the applicabiliry of design parameters and propedy incorporate Mis desiqn into the overall
building design. Bracing Indfcated is to prevent buckling of individual wss v✓eb and/or chord members only. Additional temporary and permanent bracing M iTe k
is always required for stability and to prevent collapse with possible personal injury and property Aamage. For general guidance regarding the
Symbols �� Numbering System ,�������, G�neral Safety Notes
PLATE LOCATION AND ORIENTATION ,
�3� " Center plate on joint unless x,y 6'4'8 dimensions shown in ft-in-sixteenths Failure to Follow Cou�d Cause Property
�I 4 ! (Drewings not to scale)
offsets are indicated. Damage or Personal Injury
Dimensions are in ft-in-sixteenths.
Apply plates to both Sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g.
and fully embed teeth. j dia onal orx-bracin
TOP CHORDS 9 g,is always required. See BCSI.
�"y �� I ci-2 c2-a 2. Truss brecing must be designed by an engineer.For
76 ' 4 wide truss spacing,individual lateral braces themselves
I p WEBS �a,4 may require bracing,or alternative Tor I
� m � „ p bracing should be considered.
� I O � '•� � � � �
_ � m � 3. Never exceed the design loading shown and never
a �" � V stack materials on inadequately braced trusses.
� p 4. Provide copies of this truss design to the building
c�-a cs-� cs-s �— desi ner,erection su ervisor, ro e owner and
For 4 x 2 orientation, IoCate BOTTOM CHORDS all other interested p rties. p P �
plates 0- ���' from outside
8dg@ Of tfUSS. � 8 7 6 5 5. Cut members to bear tightly against each other.
6. Place plates on each face of truss at each
ThiS symb0l indiCBtes the I JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane atjoint
required direction of slots in I AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSUTPI 1.
connector plates. THE LEFT.
7. Design assumes trusses will be suitably protected from
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1.
"Plate location details available in MiTek 20/20 NUMBERS/LETTERS.
SOftWB�@ O�UpOfl�@GU@St. 8. Unless otherwise noted,moisture content of lumber
shall not exceed 19%at time of fabrication.
PLATE SIZE I PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for
use with fire retardant,preservative treated,or green lumber.
ICGES Reports:
The fi�st dimension IS the plate I 10.Camber is a non-structural consideration and is the
4 x 4 Width measured perpendicular i ESR-1311,ESR-1352, ESR1988 responsibility of truss fabricator General practice is to
to slots. Second dimension is ER-3907, ESR-2362, ESR-1397,ESR-3282 camberfordead load deflection.
the length p2f811e1 t0 SlOts. I 11.Plate type,size,orientation and location dimensions
indicated are minimum plating requirements.
LATERAL BRACING LOCATION I 12.Lumber used shall be of the species and size,and
I in all respects,equal to or better than that
Indicated by symbol shown and/or i Trusses are designed for wind loads in the plane of the specified.
by text in the bracing section of the truss unless otherwise shown. �s.Top cnoras musc be sneacned or p�ri�ns Prov�ded ac
output. Use T or I bracing I spacing indicated on design.
if indicated. � Lumber design values are in accordance with ANSI/TPI 1
14.Bottom chords require lateral bracing at 10 ft.spacing,
section 6.3 These truss designs rely on lumber values o�iess,if no ceiling is installed,unless othenvise noted.
BEARING established by others.
15.Connections not shown are the responsibility of others.
IndlCateS IoC8ti0n whefe bearings 16.Do not cut or alter truss member or plate without prior
(supports)occur. Icons vary but O 2012 MiTek�All Rights Reserved approval of an engineer.
reaction section indicates joint — —
numbef wh@f@ b@8rings OCCuf. 17.Install and load vertically unless indicated otherwise.
Min size shown is for crushing only. ��
i � 18.Use of green or treated lumber may pose unacceptable
environmental,health or performance risks.Consult with
II1dUStPy St8�d8�dS: I project engineer before use.
�,
ANSI/TPI1� National Design Specification for Metal I � 19.Review all portions of this design(front,back,words
PI2te COnIleCted WOOd TrUSS COf1St�UCtl011. and pictures)before use.Reviewing pictures alone
DSB-89: Design Standard for Bracing. � is not sufficient.
BCSI: [3uilding Component Safety Information, 20.Design assumes manufacture in accordance with
Guide to Good Practice for Handling, 'fi�� ANSI/TPI 1 Quality Critena.
Instaliing&Bracing of Metal Piate
Connected Wood Trusses. I MiTek Engineering Reference Sheet:MII-7473 rev. 10l03/2015
" �U L I U� 1 A Ft I riu�c�i. uaaiyiiei.
DESIGN SOFfWARE
Address: Job Name: ^^a^na Heaa t�a�sre�oeam�o carry moa�rea n�u
Project#:
B1 LP-LVL 2900Fb-2.OE 1.750" X 9.250" 2-Ply - PASSED Level:Level
,
�
� �'.8 : : : m : :� : � � : � : m : : � �
O 9 1/4'.
1 SPF �
2 SPF
16'1 1/4" '�'�3 1/2„
16'1 1!4„
Member Information Reactions Ib(Uplift)
Type: Girder Application: Roof Brg Live Dead Snow Wind Const
Plies: 2 Slope: 0l12 � 322 155 1214 0 0
Moisture Condition: Dry Design Method: ASD 2 322 155 142 0 0
Deflection LL: 480 Building Code: IBC 2012
Defiection TL: 240 Load Sharing: No
Importance: Normal Deck: Not Checked
Temperature: Temp<=100°F
Bearings
Bearing Input In Cap. React D/L Total Ld.Case Ld.Comb.
Length Analysis Ib
1 -SPF 5.500" 1.500" 61% 155/1214 1369 L D+S
Analysis Results 2-SPF 5.500" 1.500" 23% 155/348 503 L D+0.75(L
Analysis Actual Location Allowed Capacity Comb. Case +5)
Moment 2375 ft-Ib 5'10 11/16" 14278 ft-Ib 0.166(17%) D+0.75(L+S)L
Shear 1347 Ib 1'2" 7074 Ib 0.190(19%) D+S L
LL Defl inch 0.176(U1045) 7'S 1/8" 0.383(U480) 0.460(46%) 0.75(L+S) L
TL Defl inch 0229(U802) 7'7" 0.766(L/240) a.300(30%) D+0.75(L+S)L
Desi n Notes
1 Provide restraint at supports to ensure lateral stability.
2 Dead Load Deflection:Instant=0.053",Long Term=0.080"
3 Fasten all plies using 2 rows of 10d Box nails(.128x3")at 12"o.c.Maximum end distance not
to exceed 6".
4 Refer to last page of calculations for fasteners required for spec'rfied loads.
5 Concentrated load fastener spec�cation is in addition to ha�ger fasteners'rf a hanger is
present.
6 Girders are designed to be supported on the bottom edge only.
7 Top loads must be supported equally by all plies.
8 Top unbraced.
9 Bottom unbraced.
10 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments
Uniform 1-0-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF
1 Point 2-0-0 Near Face 0 Ib O Ib 1356 Ib 0 Ib 0 Ib
Self Weight 9 PLF
Notes ManufacNrer Intc
rn�s component a�arys�s �s ea:ed o� me ioaes, Louisiana-Pacific Corp
geometry a�a omer 000ea�oos as emerea ey me�:er 414 Union Street,Suite 2000
aod i�scea�o m�s report. The��r�s responsible to Nashville,TN 37219
re me accurecy ot me mp�c a�a me app�cao�iay to
me ua�mai�o�amo�s ot the swcwre ra wn�d�m�s (888)820-0325
component is intendea.7his analysls is vali0 only for the W W W.IpCOfp.CAffl
producttisted. APA:PR-L280,ICC-ES:ESR-2403,
Copyright 2076 NI nghts reservetl by Louisiena Pacific
Corp.414 UNon St Sude 2000,Nashdlle,TN 37219 This design is valid until �DBS:RR-25783,Florida:FL15228
12/31/2017
� � �U L 1 U� I A K I rw�cu. vcmynci.
Address: Job Name: Manna Heaa trarrster beam to carry moairea tn,ss
OESIGN SOFTWARE
Project#:
B1 LP-LVL 2900Fb-2.OE 1.750" X 9.250" 2-Ply - PASSED Level:Level
,
N
. . � : . . . . . . . . . . . . . . � � �1l4,�
. . . . . . . . . . . . . . . . . . �
1 SPF 2 SPF
16'1 1/4" '�3 1/2„
16'1 1/4„
Multi-Ply Anaiysis
Fasten all plies using 2 rows of 10d Box nails(.128x3")at 12"o.c..except for regions covered by concentrated load fastening.
Maximum end distance not to exceed 6"
Capacity 0.0%
Load 0.0 PLF
Yield Limit per Foot 181.1 PLF
Yield Limit per Fastener 90.5 Ib.
ield Mode IV
Edge Distance 1 1/2"
Min.End Distance 3"
Concentrated Load
Fasten at concentrated side load at 2-0-0 with a
minimum of 8 10d Box nails(.128x3")in the pattern
shown.
Capacity 937%
Load 678.OIb.
otal Yield Limit 723.9 Ib.
Cg 0.9994
Yield Limit per Fastener 90.5 Ib.
ield Mode IV
Notes Manufaciurer Info
rn��s component aoerys�s �s ea�a o� me ioaas. Louisiana-Pacific Corp
geometry anC other condRions as errteretl by Me user 414 Union Street,Suite 2000
antl Ilsted in t�is feport. The user i5 responsible to
sure tt�e accuracy ot Me Input and the applrcabiliry to Nashville,TN 37219
me aa�ai co�aa�o�:or tne st�.t�re ror wn�m m�s (888)820-0325
component is intenAed.7his anatysis is valiE ony for the www.lpcorp.com
product listed.
Copyright 2016 All rigMs reservetl by Louisiana Pacific APA:PR-L280,ICGES:ESR-2403,
corp.aia un��o�sc s�ne z000,Nasn�ne,rN a�zis This design is valid unal �DBS:RR-25783,Florida FL15228
12/3'I/2017
c
�
, �.,�`� �7/����li'lG .,�r• � ���? � �7J��
����
�Y�Ci 791Y
�
Certified Helical Pier
Installation Contractor
Project: 17150 Customer: Martha Head
2090 Shoreline Dr. Start Date: 7/19/17 Foreman: Benny
Orono, MN Finish Date: 7/21/17 Estimator: Brian
Base Length (ft) = 7.0 5.0
Installation Information: Foundations are CHANCE� RS2875.203 & RS2875.276 -2 7/8" Helical
Piers. Lead section helix configurations are 10"-12"-14" diameter(7' length). Manufacturer and
ICC-ES AC358 recommendations assume a ratio of ultimate capacity to torque of 9:1. All
foundations are terminated with weld on bearing plates. All foundations and Tiebacks were
installed with a 4,000 ft-Ib torque head. Tiebacks are CHANCE SS5-1 1/2" Helical Tiebacks. Lead
section helix configurations are 8"-10"-12" diameter (5' length). Manufacturer and ICC-ES AC358
recommendations assume a ratio of ultimate capacity to torque of 9:1. Tiebacks are terminated
�
with threaded stud adaptors and tabs. All material is galvanized per ASTM A153.
Helical Pier Extensions No. of Final Final 3' Total Cut Off Final Ultimate Allowable
Helix PSI Torque Length Length Capacity Capacity
No. Size 5' 7' 10' (ft-Ibs) (ft) �ft� (ft) (kips) (kips)
1 2 7/8 1 3 3600 6300 17 2.7 14.3 56.7 28.4
2 2 7/8 1 3 3400 5700 17 2.4 14.6 51.3 25.7
3 2 7/8 1 3 3600 6300 17 2.3 14.8 56.7 28.4
4 2 7/8 1 2 3 3400 5700 32 1.6 30.4 51.3 25.7
5 2 7/8 2 3 3200 5200 27 2.6 24.4 46.8 23.4
6 2 7/8 2 3 3100 4900 27 1.7 25.3 44.1 22.1
7 2 7/8 2 3 3100 4900 27 1.9 25.1 44.1 22.1
8 2 7/8 1 2 3 3100 4900 32 1.4 30.6 44.1 22.1
9 2 7/8 2 3 3200 5200 27 1.7 25.3 46.8 23.4
10 2 7/8 2 3 3200 5200 27 1.6 25.4 46.8 23.4
11 2 7/8 2 3 3200 5200 27 3.1 23.9 46.8 23.4
12 2 7/8 2 3 3100 4900 27 2.4 24.6 44.1 22.1
13 2 7/8 2 3 3100 4900 27 2.3 24.8 44.1 22.1
14 2 7/8 2 3 3300 5500 27 2.5 24.5 49.5 24.8
15 2 7/8 2 3 3200 5200 27 2.8 24.3 46.8 23.4
16 2 7/8 1 1 3 3200 5200 22 2.0 20.0 46.8 23.4
17 2 7/8 1 1 3 3200 5200 22 0.9 21.1 46.8 23.4
18 2 7/8 1 1 3 3100 4900 22 1.4 20.6 44.1 22.1
19 2 7/8 1 3 3100 4900 17 0.0 17.0 44.1 22.1
20 2 7/8 1 1 3 3200 5200 22 0.0 22.0 46.8 23.4
21 2 7/8 2 2 3 3200 5200 37 0.0 37.0 46.8 23.4
22 2 7/8 6 1 3 3200 5200 47 0.0 47.0 46.8 23.4
23 2 7/8 2 3 3100 4900 27 0.0 27.0 44.1 22.1
24 2 7/8 2 3 3100 4900 27 0.0 27.0 44.1 22.1
25 2 7/8 1 3 3200 5200 17 0.0 17.0 46.8 23.4
26 2 7/8 1 3 3300 5500 17 2.3 14.8 49.5 24.8
27 2 7/8 1 3 3400 5700 17 2.6 14.4 51.3 25.7
28 2 7/8 1 3 3500 6000 17 1.9 15.1 54.0 27.0
29 2 7/8 1 3 3500 6000 17 1.6 15.4 54.0 27.0
30 2 7/8 1 3 3200 5200 17 2.0 15.0 46.8 23.4
31 2 7/8 1 3 3200 5200 17 2.4 14.6 46.8 23.4
.
Helical Pier Extensions No. of Final �na ota Cut Off Final Ultimate Allowable
Helix PSI Torque Length ft Length Capacity Capacity
No. Size 5' 7' 10' (ft-Ibs) (ft) � � (ft) (kips) (kips)
32 2 7/8 1 3 3000 4600 17 2.5 14.5 41.4 20.7
33 2 7/8 1 3 3100 4900 17 1.7 15.3 44.1 22:1
34 2 7/8 1 1 3 4000 7400 22 1.3 20.8 66.6 33.3
35 2 7/8 1 2 3 3300 5500 32 1.6 30.4 49.5 24.8
36 2 7/8 1 3 3200 5200 17 1.9 15.1 46.8 23.4
37 2 7/8 1 1 3 3100 4900 22 2.3 19.8 44.1 22.1
38 2 7/8 1 1 3 3100 4900 22 1.5 20.5 44.1 22.1
39 2 7/8 1 1 3 3100 4900 22 1.7 20.3 44.1 22.1
40 2 7/8 2 3 3200 5200 27 0.0 27.0 46.8 23.4
41 2 7/8 2 3 3300 5500 27 0.0 27.0 49.5 24.8
42 2 7/8 2 3 3300 5500 27 0.0 27.0 49.5 24.8
43 2 7/8 2 3 3200 5200 27 0.0 27.0 46.8 23.4
44 2 7/8 1 3 3400 5700 17 2.5 14.5 51.3 25.7
45 RS HW 2 3 3400 5700 27 3.1 23.9 51.3 25.7
46 RS HW 2 3 3800 6900 21 1.3 19.7 62.1 31.1
47 RS HW 2 3 3800 6900 21 1.0 20.0 62.1 31.1
1 1 1/2 1 3 2100 2100 12 0.0 12.0 21.0 10.5
2 1 1/2 1 3 2200 2400 12 0.0 12.0 24.0 12.0
3 1 1/2 1 3 2200 2400 12 0.0 12.0 24.0 12.0
4 11l2 1 3 2200 2400 12 0.0 12.0 24.0 12.0
5 1 1/2 1 3 2200 2400 12 0.0 12.0 24.0 12.0
6 1 1/2 1 3 2200 2400 12 0.0 12.0 24.0 12.0
7 1 1/2 1 3 2200 2400 12 0.0 12.0 24.0 12.0
8 11/2 1 3 22� 2400 12 0.0 12.0 24.0 12.0
9 1 1/2 1 3 2200 2400 12 0.0 12.0 24.0 12.0
10 1 1/2 1 3 2200 2400 12 0.0 12.0 24.0 12.0
11 1 1/2 1 3 2200 2400 10 0.0 10.0 24.0 12.0
12 1 1/2 1 3 2200 2400 12 0.0 12.0 24.0 12.0
13 1 1/2 1 3 2200 2400 12 0.0 12.0 24.0 12.0
14 1 1/2 1 3 2200 2400 10 0.0 10.0 24.0 12.0
15 1 1/2 1 3 2100 2100 10 0.0 10.0 21.0 10.5
16 1 1/2 1 3 2100 2100 12 0.0 12.0 21.0 10.5
Summary:
No. Size 5' 7' 10' Average Total Final
Length(ft) Length(ft) Length(ft�
16 1 1/2 3 13 0 11.6 186.0 186.0
44 2 7/8 19 0 64 23.7 1,043.0 976.3
3 RS HW 0 4 2 23.0 69.0 63.6
63 Total 22 17 66 20.6 1,298.0 1,225.9
_ _ - ._ __ _ _ __ - __
�_ •- --- --- --- -- —.:�' - �
j o -
n ;�"s
o i PI i�i
�.l..O .�f..O .I�. N r-
D W :p-` — — � — _ �_ j
..�.. .�u J v��. �.,. 1. ..n
.._. . �.. . _..� N -. �..._ N� . t..._-.. . . _..—... _...' .._._.... _ .. _ "__._
A `
O+ I v f FI�
• _— _ _ — _ — _ _ _ _ i O��L_ _ _ _ _ — _ I -t..
� � f , < .. , O � �6 ��
I �_ i _ . � ;���+ �-- � ,�; ' ��� �
�� ,
' ; \ i i D D i ;
o� � ,
.
� 'a� I ..,I�z 9 .... .__. .. -.lN '.
w
ir ° �
r
�-- p a a ;
. N \. A �I � u� . x a _ . � �'�
� � ......:�-� []-1 �.._ 00 _ — _ _ _Qo _ �- . . _ _ _ _ �,
i .. �
� �N I I m � I � O � I
m A N t � I
� �� � �
\ m �
� ����'.A� '� . _ _3 _ — _ — _ — ' — _ _ ' ��
i _ "
I I o m ' � �
d
6 9
� — _—_ I.
�
i
� o � � _. ... �.__ ..�• I ❑I� I
_ f �o ' ' �� ��
W W A W
N? ❑ ❑ W
° A.. _ _ _ — _ '.�— ' _ _ _ _ _ _ _ _ a �—I ��
x W � I'
^ a 9� //^II� __._.9.o i,: _ __
z � �-m xnox x '�� � �. _. ___... '. .' .__I n "
o ; o� �ia�n n ' �
' m cm%� � I ,.
n .c � i
_ a
i
i � . . _... . .. ._. .. �I
m ? �+97 � _ — ' _ I I�',I.
oCO r . Im �� � ' `,
- i :� 1 t� i
�_"_J _
�u , ,
� 0 Q � � :I
°�� � - - . - - - - - - -
. A N _ _ m � _ •a'.��_ .
, .� �yj_ .., i ❑ I
�9 i , '� ' O � .i
Nn 'i
o � W y " m ,1 • � fm AN , .
< N � �.�
�I � D � D 0 �� �
DN a
❑ D � .
I A a O
� N � ❑ 4l� ' W __ ' A
par
iir
m Z � D � OD . \ \ J .�' p — � -- �
� O I �
a � o F n _r_y � � '_. . — _ _" _
n D r '- + . . �• '
�
u
z o '"_ ' o— . ' .. .� � I
x
� `�
�
� a x u. �
o n L .. ° �
. o p o ,� �� . w ..�,.. , o t�,.. _,��,� �
Z � _ _... __
wn ,
� m 0 � �� A N � I � .
A ° p - — - — �--?., �.
<
i °1 - , . . . . . _ _. , � "'$
� m y ° rn
� ��y
D m n � � O ° . ,� �,.c tr
na o
Z En �°�
❑ m �. , ' vm
m N ��n.�
a
� 10 .,:,,,, �v o
m m i ado II...
---_._ .._-----
--- --__ ._..---------_ .__---
� n � E . .._ —_.. . xNW
D
y N o
_ p o�
� o � xoa
� m m N�%
� F '
f m � A� A�
� `\\ /
FaRMATTED FOR 18X24 SHEET 3IZE
Pro MARTHA HEAD RESIDENCE ��`rem"n��"4,,;�.
ro�n w� °�u� . �...,iAw,....as.«� �
209� SHORELINE DRIVE, ❑RON�, MN 55391 a�y usi b�ucn�r�ere°�.�eeoenaanru.anmeppnwry. ���
`""°°� � im�sdSMedMnresam.w.ie�o.si+i����� �w�nuro��uvaaie iuxnirtumenenw ��1BleganR�axw
N D ���°"'����^d�'�^",.�"° �_�„� � a,�e��.,o6eev uw
❑
FOUNDATION P�ER PLAN �+w�-��a�u.�.e.er»e.ro ,,,e.�m
\ � �
J�
� � � TIME
CITY OF ORONO cnLLED IN --�—
INSPECTION NOTICE ��?S"�SCHEDULED ��7 ��� _....�_
PERMIT NO. %�G!� coM Ere�
ADDRESS �� �G'Y����� /
�NNER �TELE ONE NO. " �°3���
CONTRACTOR � �
� DESCRIPTiON ����
ty � FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
�O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECT�ON
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
_
v ❑ DEMO-SITE ❑ SEPTIC INSTALL
i OWNENCOI�fTR11CTOR TO MEET 1f�U:_YES_NO
� COMMENTS: ��%�'�//�1� � �+ 2��-d
� f� h �,,� ��e � �laN r"e�ovc w4`le✓'
o �+ a� � L.a D S S�: 1 h•.-�v r¢. D o� ►�'
� S�s�a a,� �Y, 2 t�,1 �e.✓– e1 v' .� o�.1 �1
�
° .. � ��._sx�H a�-.
W
�
Q
�
�
W
�
j
W ❑WORKSATISFACTORY`.PROCEED ❑PROJECT COMPLEfE
� T9.CORRECT VMORK 3 PROCEED ❑ISSUE CERTIFlCATE OF OCCUPANCY
W
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE CdVERIN(3 PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pF{OTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPEC70R �CITATION ISSUED
❑INSPECTION REWIRED.CALL TO ARRANGE ACCESS.
Call for the nsxt inspectlon 24 hours in advanoe. (952) 249-4600
OwnerlConfractor on site:
Inspector:
WINte CoPYMnspectors Flle C�nary CoPYISit�Noties
S ~
� DATE TIME �
CITY OF ORONO CALLED IN �
�$PE(`,�Q SCHEDULED �
PERMfT N COMPLETED �
ADDRESS �
O'WNER TELEPHONE NO � � (U �-�
CONTRAc�p ?'S � -Q � �C�'v��,
� DE IPT10N �� �� .
4� OOTING ❑ DE -FINAL ❑ SEPTIC FIN
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
� �FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
� ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
41 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
_
v ❑ DEMO-SITE ❑ SEPTIC INSTALL
? dWNERICONTRACTOR TO MEET Y�U:_YES_NO
� COMMENT'S: ��� �I�c,�G .���'�S � . �drqtt� ��'
4 ,�rdG� � �- � p/'ov�dQ, �?y��tee�s - /'OvsL
o �r cross �r4G��� iPrav�� - �Qc�' �`� /�r�
� G/t /ICC�-S' �d�l rl 5��� �- IO✓!�C .�
� �
� �D✓ G✓G16S �'!AU•cs �
W
aC
Q
Z - �4 e e¢,�. o.� �.o�a�- .- r�6�� ��
� p/G� �t O�'�- a/�c�G ,��s rs — O� R`
� �,. � 5���G �,l�s - j�i�
, i r r��/ 6a� •�•n•S -
� ❑WORK SATISFACTORY`.PROCEEp'�1 �a��` ❑PROJECT COMPLETE
W ❑WRRECT WORK 3 PFlOCEED ��y��; �� ❑ISSUE CERTIFICATE OF OCCUPANCY
O ❑t�RRECT WORK,CALL FOR REtNS CTION TEMPORARY
� BEFORECdVERINO ,���,�(��¢r/�3 �( ��—pEqMANENT
� ❑CORRECTUNSAFECONW7Wf�WITHIN f�OURS.� �TOTAKEN
INSPECTOR WILL RETURN ���,r,�� •
❑STOP ORDER POSTED.CALL INSPECTOR g II �,�'N��ISSUED
O INSPECTION REWIRED.CALL TO ARRANGE ACCESS. C6�`K��
Cerv-e-c:b�r j�� `�
caN 1or u�e next tnspection 2a no�rs in edvanoe. (952) 249-4600
owner�corrtractor on site:
Inspector: ��•� � .
WhIN CoPlMspector's FlN C�nary CopylSiN Notle�
DATE TIME
CITY OF ORONO CALLED IN
M18PECTION NOTICE SCMEDULED
PERMR NO.'��7'D�'1 SD coM�Er� � �/�
ADDRESS eaZ01`a vr�/�Lr�i ,t7/` •
p�WNEp TELEPHONE NO.
CONTRACTOR G ,-s• j'✓I�`c�I� Ga.�-t t .
F�ao r' � �� ` e.-r �
� DESCRIPTION � �� � '�' �&���
ty Q FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
� ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
� ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
W ❑AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATIOWREMOVAL
_
r ❑ DEMO-SITE ❑ SEPTIC INSTALL
Z awM�rcorrrn�►cron To��rrou:_rEs_No
� COMMENT� `
� • E�►.�,.z�rs 4iA.P�o �cL r�, e�ie� -�'a✓
v �v o.ss b rc.cs:� d-�' ��/•c•�G ,����s
�
�
° — �rr,�,,L� r�< <v�dl �✓ .m.e��,.1 eLe.v
� L. !�L �r��.�• .+T '
Q
�
W
W
�
�
4d1 O WORK SATISFACTORY:PROCEED O PfiW ECi COIiAPLETE
� O OORRECT YVORK a PROCEED ❑ISSUE CERTIFlCATE OF OCCUPANCY
W
OO ❑CORRECT WORIC,CALL FOR REtNSPECTION TEMPORARY
V BEFORE CdVERINO PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. O PHOTOTAKEN
INSPECTORIMLLRETURN
O STOP ORDER POSTED.C/►LL INSPECTOR O qTATION ISSUED
O INSPECTION REQIIIRED.CALL TO ARRAN(iE ACCESS.
csN br n�e next Mspecao�u no�rs�n a�►�os. (952) 249-4600
on sit�a:
� ��""i -
WMa���� Gn�ry�Notla
`.�.��� E
, � DAT TIM
CITY OF ORONO CALLED IN �
INSPECTION IC SCHEDULED �
PERMIT NO. '���C MPLETED "
ADDRESS �d%�
OWNER TEL PH E NO. �3�3�7-3�7�
CONTRACTOR '
� DESCRIPTION �
W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
O ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION
Q �FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
�4 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
Z
v ❑ DEMO-SITE ❑ SEPTIC INSTALL ,
2 ONfNERlCOMRACTOR TO MEET YOU:_YES_NO
� COMMENTS: ��e�_ �e z � —a- a�-�V -
� /I/���,fiG �G.rr Kc '� Fots�G�r�a•1. �S✓ wiAlt��
o �•`'�s*��y ,
� ���'o�ta� 1+��� ��tscbr.�/s �i'� ,�s�5 yb �04�
o Q,� ��
Q IJl �/l'�Y�bG eN�^CN�rK '�C�� n�i�s �/1 Ir� ��
�' �Y1;G. :..� 6rci,d rodn� -�- �ir�r �ii(� • �'.� � �-
2
� VJ << ' � �
� 6o G .w v�c,�C D�� .E �
c � c .� � � G�e .�
W ❑WO KSATISFACTORY: E e�� � ❑P CTCOMPLEfE
W �RRECT WORK 8 PROCEED ��p/�L.__ �� ❑ISSUE CERTIFICATE OF OCCUPANCY
0 ❑CORRECT WORK,CALL FOR REINSPECTIOy�� �� TEMPORARY
V BEFORE CONERING � I AS� PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pH0T0 TAKEN
INSPECTOR WFLL REfURN
❑STOPORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
�r u� rG�A•r-� �rdv�rj eQ e'� 6�.��
Ca11 fdr the nex'4 inspection 24�urs in adv�nce. (952) 249-46��
OMrnerlContractor on site:
Inspeator: ni' r �, �
White Copyllnspector's File Canary CopylSite Notice
J - 5 �- �;'
. D E / G TIME
CITY OF ORONO cnLLED IN � � a
INSPECTION NO CE SCHEDULED --��
PERMIT NO. S�CO PLETED
ADDRESS � ��
OWNER � ��ELEPHON NO.�P��=�-3�C�
CONTRACTOR
� DESCRIPTION ������ �K'
4� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
�O ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� �IAIfiULATION ❑ 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
2 OWNERICONTRACTOR TO MEET Y'OU:_YES_NO
� COMMENTS: �'/�/�S` �t�,S� IJ 1�•L3, .
� - �a�w�e�s - c%s�� c�/l go�� �..-
o /� �/ov�o e ���� 56�� ��nA e� G�i..s� �i.,.
� Yl�ss�✓l 5s•�i�- O�e6o�
0
� (� Se�/ �': � ve��s � ���•%� b/�s
Q -' /ei�� ' G�65-t� G �t � SA/� ���+'� —
i i �s .rl C�I� rovcti �/ ✓ ✓' ,r
� r' �t .r
j ��v�? !� �'re�,f'i � f ' � D�'. � A�r�ea�ri
a � a S - co�r�� -� -� ��•K�.,
W� ❑ KSATISFACTO .PROCEED ❑PROJECTCOMPLEfE
�(^�RRECT W'ORK 8 PROCEED ❑ISSUE CERTIFlCATE OF OCCUPANCY
O ❑(�RRECT WORK����R REtNSPECTION TEMPORARY
V BEFORECOA/ERING PERMANENT
O CORRECT UNSAFE CONDITION WITHIN HOURS_ p pH0T0 TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
O INSPECTION REW IRED.CALL TO ARRANGE ACCESS.
can ro�u�e�ext�nspect�o�za no����aa�►ance. (952) 249-4600
ownerlcomractor on site:
Inspector.
W1Nte CopyAnapector's Fils Canary CopyfSke NoNee
. — ---_--_'////__\\\\ /. /. .
___ ----- �\ /
�— ' \� /
�� i / / /
�— �^ \�
�/ � - �'�i : .\
��/ � `.\
i� � � ����i ''\ • \ \�
� � ��� i �� --EDGE OF DEL/N£A7E0 \ / / /
/ � `\ ''/� '�� � '___ N£7UN0 \
�
�
' ' N�
/ ±• i��y713�� � � � '1
•
I1ME.�-_• �9
/� ��� �J(tVEY j j � _-------35 FOOT WERAND BUFFER �� Q �1 a~M/ � �
/ � � - � O � x � � I
i /''-�'_ `\ %���,FF �_931.5 CONTOUR� ; , ti" X�y�� � �� f � /
/ /—I��__� 93j9I i�j � \ i � �\ \ \� So
� 1 /
�� � �����°' � i%� ��� �'��� ��� LAKE M/NNETONKA � i �'�,
/ �� �� S� /
�� ',i,t.r � ���V � � y � � �`-PpNT Q� l
j // I G \ � ��\ � siaff cwE os unE�mr�u �/ ae�vc
1 � � �¢o ioc��m�uaisr rant sora--.. �
/ /, � ��^` `�L , / \� \� `\ � ``� /
l � J 1 a�r�maNc ! (l� ` `��i l----�osnwc c�erN � �� \ �� �\ �
� `� 8/ ;��jr''u % ` %� �.\ / �� ---_�__ __--� � / ;
i � --rr�r,wv \ \ � ` .` / \�_ _ _'_--- _ _�l e � /
aa�cx g � w"" .i � ; ,` ;,� / 'sO / / ,�; '
� e°�r°£rr � �� > %� % uNosc,wNc './ / - �i�yrw7.Y�,—na�s—�—————— � � � / �3
� � ; '�;<<f r��__; ; i r-_- ' I ,y,� ��
I �A/NINC � � �ve�' .�?Ji j � 5 __'�,�� I I \` V � � l
� � 1 ..F �� � a> ` / i �
I y, *, .k Q \\ ,Q 4'P �£RS \ I
I 1r �3� �' . � �x., ` . cj' my '� � i STONE PA7H / I l � � /
J i �
� , ' � � . — � �/ �� /
I f'�- r IPETAlNWC U a�� � �� � � � i /
I :� �i t:`:.:. `,.�7 '93e*�. NALL-.1 __�� ., d� �7 � —\ /� � 3 � ��•
Ii j y"�a�� y�y' ec+eo� 1�y` �: �-1 ^, 931.5 CONTOUR—�\ � � �� O�� Qg� `
r�/ � �
_��'o �, G' 4 e ��r:.. � `�:., ' * I , �� /\� ?� `
� `
� '"' , � :> �s --ra�r�n�avc �� � J J � --�sr�r a�arr cr w�r ar
I 'ca � ;� ww. / � �-- '� � csA�t wa �s
� _ �a°` '�� • SY�O . ^
�, / r✓ ,. . / , 1 � �� Q �� S�2
11 �,�,I .,\. / � �� uNosc,w�vc v 1 � � +� �� � �� Q � � \'D/
�
RETA/N/NC �.•. � �
�\��\��`, wu.�s— .--ewcx � ' + + � �tl p',�e Q/v / � �
ea✓tODi
� � \\ c.wosc� ' �"` �0 v I '� 7� �/�� v�/ � �
��\� \ ''�" �^ �---931.5 CONTOUR �, �r` ��� Q � 8y �
� � �� F �, \� ,,� � � � �? � �.. / �
�� �w�� �) � � � � C�/i�� � � � v
\� �\� / � � `"' 2 ��0� ��/ � / �
c� \`\�� � ,� \
-�emr I � ._83j S �. '�Q� �.�0 I�� �� �� l �
� 7 �l
7� \ � ,� s�e,. TovR _ \ �,,; J �Q ��� / �
N � \ �' / %�\ `wE'.,i a. O/ � !�/ e 1�
� � y�
�{ \ � �� � / _ ��� `� .. � � .. �� �'f� � � ^/ W�l` /S
� 111 \`\`� /// .���/��\\ ``� \��:. ._ �� a` � ? ^ /� �O�
�\ �\ � '�•�/� �� \ �� \ .� . ,� ���°�n' �/ / ��� ��
� \\ � � �� � 1`` � / � � �
� \ " .� J� / _`^R' _--EDGE OF DELINEAIED �/ �� I R
� / / / �� sjt� 1{£TLAND � � Li� `
� \\ i�% // \\\\ e� �4� � /' '� / �.
� �� � � � \ F , ;,, / h , � �.
� ' ��_ � � , \ / �Y
� _ , �
� STCWE I / �� � �
� PA7H- � \��� � � ' ``1� 1 / 1�� / I
I � / \ �� � '���y� N�q��
I � ``—�—___ � � .__ ?**`�' \� / /
i � j LA KE M/NNETONKA —' ——__,— � i /
i i �—� , f�
„
� I � ; M,�,� ��
j �� � �� w �� � ��.�
E I � EXISTING HARDCOVER SURFACE WITHIN 75 FEET �^` ,' `� "� '�/
� � r so
i l � � / / so
� � I � /
i � � � / /
/
I yBs I �
� / RECEIV�ns
i �°� � i
1 � � �
�\ — � / � JUL 0 `: %'i�
� �
-- / �
/ / C�TY OF ORONC
„�,e�.� „Q„ -__ CERTIFICATE OF SURVEY
R�eEIVED �;'�— T �, MARTHA HEAD
Navn+ur+c cr srcna+ra---� / rw�m nva.[vw au+m
ro�rn N R�Nar za w / ust exa+wamr�ur---:
� 2011 � � ��6J�
au� a �
""D7E°�°0'�D�'��OMN Q” LEGAL DESCRIPTION:
nes s��rr�erre�suRm ro nrc / . �
s�a�tn�a�n�e u�our ro nc
amw.wr�rp+w�me a[v�ncw atxvc
cocnhn wnw nie em ar n�t.v¢ ,�-- ma v�w wwmm.�t�n L s.euan i4 re.nr,b>»�rtma z1 me ee a.«o.ne�.m wu s.�io�ia
� \ N
�� � �p y����/fJ� � M�arM7 w fdo�c
' \ V'�V1 ��/��� /
-�� \ j CanmenoNp at Y�mArt Cemr Nn 6J Iam4E m 1M nar1�IM of Mtl Sstbn 16.Mwip Nath!Y C4w 59
__ mr ♦ -- . / minutw SY semM N�rt,mumN lqlnq a1on9 wM nvN IFti a ANtma ot�SB.L7 1pt to tM rutwly
--'�--- �0 m'4 � Y �l-ohway Iim W N�SL PM.MNn�apMN mE MmltaEa(fk�et NpNsn)RN�ay,tMnd SauM 77 Eqw 07
���-�--- � �� \ , T� hubs 4/rcmE�Wa�t,dmq�Wtl wbrlr rlqht-eh�q IM,e ANmes e1 17B2le fwt te 1M peYil ef
� • rae � bpYinhq o1 tlr Imd to!�tlwa4wt Nw�w NwM M M¢�n 52 mlrwtp 1Y weanM Wwt a tlhtmw o/B
/ � . . — ��^� m� mb�� � y/ / t�!�an Iln�b atVaM�t~�alG wiMly�Innof-�ay 1�A�Imi M Nwlri narNMY mtl s�t�1�danq
�'''°' � -'�'g�'t � � / N.va^t m MpYminy:uw��w Nerin n Myrw m minuw a.eme.eaK�o ww.a.t.ny nqM-oh�.ay
/ .�6-/ .r � ���� �`� �t wa�.m) 0�y \ ]80 hN.maa a Mw to tM v�l M OsaFmY�y �•ma�a Nw.�outh.mtwl ham
�, � _sr �y, i � axu IY�a a Ebtmae o1
//����``. / � 'w_�� i � \ �\ �___�A7L�O l L M'EA R D �;\ / / / de�clE�ErNh�a��WuNN uFV��mt wKnnt tar inqrm mA qo ln tlwt V�M�titl Wwmm�t lnt 1
„ �—� ro . ��' .a, � N °'
� 1 ��� ,r� ��,�-'--„�� i � \\ -______.15 FPO�MERANO BURTF �� s?��19*w �a�m��.aa..H.n i-�.ay m..��ieasw r..�.�a o-�a.�nn u�.m.aa
�ws�-.._..-.._..� �� � o \ ,x. wn � i l PorMstn.�nswun sxmti�wic..�ene.
i��1�-��� `�\i ;'���-931.5 CONTOUR �� ?e '� � � * s.��i4 w m.��.a a�u.aa�`�0:n e r-
X ft 1 �.�a er���e a w.ao r»t m.�w��e"�i eq...m mn�a.s� a e�wm.a��.or sax i«r.
��.,,.,,Q ,.h� �_�� � en.M.rbra�n eq...m m�w a..oe�a.em o wemo a neeo i«t u�.�o sown n av�sx
/ < � �''� � ! v.�� .rn`�' � � so / m�nu�e�s.xma.eo.�u meta�e.or saao reet to tn.eaetanr�kAt-a-.or aw m me s.ra+.u�ne�air
�N/ '� vj� . � E YmltaOo Fwt NVN�n)ReNe%t/�a SeuM 17 Aqw 07 mYwle N�eemb Warl,abn �altl ewtMy
/� / _"t -- _ '''\, �r„ '°,n' 4� � J ,�%\ `i� � � � .qn�-or-.ur i�..o m.�a�o.a�eo r..�:n�.s�a ex a.m...o�mh��..a..�e.w..�a a��.A
--� — .--- J d•';� G.�.� �r:� \ \ .�. �. LAKE M/NNETONPCA s
/ ///'� __ _� P��OSD _. \ �� I mn �. �� �' I```�•_POWr L1� / � / �1 ��et-�ey i����i�eq�oi mwy ai�E��i.ao��pa�.e��.nyt�qni-oa��ia�e
� f�;,,,,,/�--- ---- ti ���`�����, �� �9 i �^yr�o� q��\ rs. ��\ sroec eac cr wrc�aa� °F� � a��e.w uoo r..i m m.�e o�npti�tiq,w..�+a.m M a+ox Na �e�s�.
T ` a .
/ �/" ` ^- -- � �� a r" I� \ \ LAIQ QEVAMW�BTAS f7.�CW-7P-� �
////� —�,r-.e :��p af�I�1 �� 'Y arto.oaen� f't�__ �"K \� `\� . \�� au., \ � �``�\ / 1 / NOTES: . �
� / ...-�-�- Y I. RETANMC I' QIHeT /� � r --E10.SiWC G9N ��• r� ^/
�{ � /� - \. '-`_- -�—-� � •M.n s. 4 mw 27.ntd�4
I / //�� �e{.(� {1 Ci.�'a i ��� � ��/ _.. . .� \�- �-/ �� I 1 / 1.TM erNntetlen ef MM baain Y Ea�M 1M arth Iin�ol Sec4bn 1 Twn�h 117.R
� � ,g r "�""raic �. \ ' �__ i � � / � $ � l � �,m.a m na»o e.�a e r+onn ea a.a....�mti��..ss..�e.w.N.
/ /)L7 .� 04
�I .i/�/T� �o� ^!�//( (��r� '� �r /'8 4d o��`�/ ' �a� ������� �- +A/ ^f �1�. 1 / z n�.a.o m m.peo.�r�e a..ner.x�.a�a�.uM.eo�m��.n axw mw a Iwa
( r /� pu
,p�� ¢��, � ) LANDSCAPwC � / ;A07W?S'M J7R7J T �1 �. ( ` dS A No tIU�nA NmIMiM br lha bn of Nw to 1M
i � T"""> .,` �.�+r� ; / � � -s�e�r ue ' ' � T-- -- I` l l ��' /\� �y.ew�.��>.�e�me.e��..ox«����°"�y u.rw.nx�r �r �a.w4+to�.>u..a.e.�w m
� � r `` � l.- // V
� I I 1.�-- ��y �\�, �G ` �� ��v�xs � �wo' ----� ( I I/ / `i � ,�� / s.c.raw�unw.....k«o�a warararoa.w�t�r...no.m n..e�...�.e ee..a�<e..�.a.aa.��.
�I( F . „ 1 L, ' � � sov 4 ._.� ; �� / v..rnn�t m�a i«at�o�d��wxw ma..w�...naae w an�a�.a x�a.�..vi a.�w.+ro.���nw
� '1 P� ., � .. E7 �:��� � �-smvt a�ni � � � � . . —. . � I I / v�� r�+m.aanmy e.��wR
i � sf, +� �L�swit�4 � �, \ ,,n. •.,n. I �- J l��� ( �/ �� / a eo+aaum:rro�.Mmtlan pr Me a�y m a�..e.i�.��nm,ams-sxs.�e r..�.
� - � °„i*, txW,,ti � il / �l � a� /
� I I,I' , �p,"�b�rr 1 � 931.5 CONTOUR-� I / b� OQ'� �3 e.wNw�a a.mwum.a.v«ram.a er Mas.an�yx�..tia or we��..oca ue�aw.�ian,sme.
� II�g,� �''�; �''��"��\ ��' �t� /'� � / / �at� �
� I �a�` '`'° ��. ;; ry / ' ''- <� � �� / �,�T �` e�� EXISTING HARDCOVER CALCULATIONS:
� (& � ''d'°'i. � 4\ \rye�` \ sanes --Aer�uv^'e ��1� I o -� / yS � 7� Mcsmnr�ro•w�rcr �� �
�I �'3 �1� y��•?� � e �, _p-"/ � / wui � .� � �__ ��c / �g �,```'_GSAN.NR 13 i. eu�mna(nam...avew�.M.a..w:wa eem nw..)- �.�e2 sv.
� � �.KL-. ,. '.' � �� ,� � � � � / �+ .$ .y ,�i$ Q� �'2 S�ya i ��.����mR�a��u.V�R bww)- i�en s.
1 .. z . � �_' t.v�ms��rmc sA.t � O i�� Q � r: //�2itb f
����� � �" '� �r --� \ I ` � f\\ /7 � A' �Q � / \� A RM�n/Inq M�(InNAs 75 foot�hon�af0ak)� 3�00 SF.
� . ' 'RETAM ..+r�.�, �,� atr ' ♦ i / L t 6
� � � l \ �•� �_ � `//v / 8. RHdnN9 Wb�wwa 7s root.no....woa)- lOs SF_
WALLS- �
\ � � � J \ / �
Tolal Medcew� 17,�28 SF.
\��\ N,.� �,,:��' srw�c aq �� � � �w_ _�_____, wxr a� 7� Q Q ,��r ,� rmd wt aaa(m.narrti.)- iea»e sv.
\\ � "��� : ! / � \ �� �� � ^` � .'�':' I .M ��� �I� YQ�7 � � � E.�hy H>a�P.�tay._ ls.sa�
� '�\�\ � d \�r �.^.rQ G�r^Q � \ %c-931.5 CONTWR � ^ �'� Q 2 ��� �
�� "� � � J�` ,� 'O16t \ �i/ S *�. \ j�:� � {� ��/��''� � � PROPOSED HARDCOVER CALCULATIONS:
'�} , � -- ,,.,,, �. � � , �
\ \ , ./ �, , �.;. o�, � ��, � ,� g ��9 � � � 3 � i. e��e�,y.(nwo...oo,eoe.r�.e�.w�.ea e�e na,..). aao sr.
\�\\��d '� >� / � ��� Cw,� � / �I �/0� � �a / 0� i o�.d�.�.e%i��w�ordi�VaNF W91n�� 'ex sr
\\\\ \ -� ,� �- \ \ \ f �� (� 2 s/ .a / � a nkeMi�q.ea(tixe.is roe�.iwl...med�). sao sv.
� �\ � wuc � K 9J1.$��� \ ,,` \ °h 1 .�/ �y �//� N/ �k y e. RNaNlnq�db(auteitls�S feot Mara Mlbatl�)� �$�
C
< \\� - � / � -- ��R ..,v \ `e„_ \ a J (yQ � / Tom Hoxo.._ as.�sF.
N � / /��` I �'.� � \ �� �v.ma at� � O � Jr/ A Totd Lot N�a(to Ma�lim)� 784778 SF.
�1 � � °4/ \ �` :. f� °+� � ��� � (��('J � `� �$ PropwW Xsdm�s Prwntaq�� 11.187C
� �1�'\\� 1� /i�����9o'�i .\�ma� \��'�",� \ \�'� � �� / �,"�� Q\ \ £�� �� /'� �Q•
\��.� � .�/% ' \ � , �;`'��� � � � ��,' /,
1�� I �,i� i' �--_ .,.� � t '� � �—h� � .+ CERTIFICATION:
� - �� /a / �� �`4w� � y o, --EDGE OF OELINEA�ED � l � �^ � � .. ...... . ... . . .. ...
D �\\ ���� *�� \ ��,��� � ;�`xrnuro \ / �/ y��. ��'�' Q i n«.n mae ud e >��e.m mr«�w wrow�o�e ue�i em a
� � � .. `." -- r o.u+r w.xx Ww«�.u.wwnw r� r v
/ � °�' �..-�;'_/ .2` � / �� awy uo.�..a�a s�.y:�a�m.irn o�m.stat•oe wmoawta
1 �/ / � \ �' 's�..�. . -an_ ___,_,_, / V oai.or.w..x M,a+.�ia zme.
�/ / / � ` 4 • h���' / �'�
1 1 ' / \\ �.b` Y' Dal� 4pwtu Jun�77.2f117.
� -, �b \ <> = � , l �'y
i / � k ,
� s,cwc�,e{f , �� �� ��..> ,� . �
IPA�i r � `�� _ \ �� `\ \��'\ �� , r\�y\ lq�j/ I Ninnroolo Llcsis�Nw a2ws
` � � , `` -_ �; ' \M / � �
i � j LAKE M/NNETONKA ---_-p -�'—��•�~ '' v /
�I 1 � •,,'�� �
j � �� I �8 N��y� T ro��i���w�
/ ( � � /�,�'�' so � ��? / LEGEND N
� . � �
�
� I I I I / / � / �'F L1GHT� �GBUILDING LINE
I
� ' � / � POWER POLE WITH UGHT � COMMUNICA710N BOX
I / / / h UTL17Y POLE � AIR CONDI710NER
I � —1 WY ANCHOR � SIGN
� u� —�—OVERHEAD N7RE5
eo, �; � I / � CorlcftE�suRFAce 0 30 60 90
I O GAS MElER
� q I . � � � VENT X-� GRAVEL SURFACE
SPOT ELEVA710N
� I 1 / / / ��m �E 7 R I C O U 7 L E T P O S T l gQ RIOPO ED BU I L a D INCLIN E S C A L E I N F E E T
�\�6°-/ , �k OO FWND CAST IRON MONUMENT
\ e +Y� Fq/ND yl/D/pAL LANOMARK
__ / / /
FIELD BOOK PAGE FIELDWORK REVISIONS SURVEY FOR: PROPERTY ADDRESS:
2791 59 CHiEF: 1229 Tyler Street NE,Suite 100
SW N0. DAlE DESCRIPTION � MlnneapoUs,Minnesota 55413
DRAWN BY: 01 01 09 17 PROPOSED GUEST HOME k HARDCOVER CALCS C E RTI F I CATE O F PHONf:(612)466-3300
DRAWINGNAME: LCC 02 O6 14 17 RENSED PROPO�D CUEST HOME AND HARDCOVER Martha Head 2090 Shoreline Drive
36852 C3D.dwo 03 O6 27 17 REVISE PROPOSED WEST HWSE LOCAiION k 11E5 SU RV EY Orono MN 55391 � ��(612)466•3383
JOB NO. 36852 CHECKED ' Egan,Pfeld b Nowak,I�C. W�•fFNSURVfY.COM
BY: COPYR�CHTO Y017 By EGAN,FlELD!NOWAK,INC
FILENO. )p(X% LJN �antl surveyors slnce 7872
S 1 F1