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Home My WebLink About2014-01230 - new structure K- � ` • CITY OF ORONO ' ' 2750 KELLEY PARKWAY * 2 0 1 4 - 0 1 2 3 0 * DATE ISSUED: O1/20/2015 ORONO,MN 55356- 952 249-4600 FAX: 952 249-4616 ADDRESS : 4166 HIGHWOOD RD PIN : 07-117-23-44-0027 LEGAL DESC : HIGHWOOD LAKE MTKA : LOT 033 BLOCK 000 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTNITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 225,000.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING, MECHANICAL,SEPTIC FIREPLACE,GRADING,FIRE, WATER CONNECTION,SEWER CONNECTION,LAWN IRRIGATION,OTHER� WELL(STATE),ELECTRICAL(STATE) NOTE: PRIOR TO THE START OF FRAMING AN AS-BUILT FOUNDATION SURVEY MUST BE SUBMITTED AND APPROVED BY THE CITY OR A STOP WORK ORDER WILL BE ISSUED: INITIAL: � NOTE: PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY AN AS-BUILT SURVEY IS REQUIRED TO BE SUBMITTED AND APPROVED BY STAFF. INITIAL: � RECLAIM SAC ON DEMO PERMIT#2014-01231,GRANDFATHERED IN FROM PERMIT#2497-08/07/1970 �(^ (J NOTE: IN THE EVENT OF WINTER CONDITIONS OR OTHER UNFAVORABLE WEATHER CONDITIONS(WHICH PREVENT THE COMPLETION OF THE EXTERIOR IMPROVEMENTS AND/OR AN AS-BUILT SURVEY A TEMPORARY CERTIFICATE OF OCCUPANCY (TCO)MAY BE NECESSARY. A TCO REQUIRES A$1Q000 ESCROW. INITIAL: � APPLICANT PERMIT FEE SCHEDULE 1,897.09 PLAN REVIEW 58.72 CNC CONSTRUCTION,LLC STATE SURCHARGE(VALUATION) 112.50 4540 210TH LANE NE EAST BETHEL,MN 55011- TOTAL 2,068.31 (612)817-0386 Payment(s) Minnesota State License#: BUIL-BC580107 CREDIT CARD 0960 2,06831 OWNER WILLOW CREEK,DEV P O BOX 4551 ST PAUL,MN 55104 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 the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires sepazate permits. Ali 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 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 aze requested in conformance with the State Building Code.This pertnit may be revoked at any time for due cause. Zo � � ��?�� Ap lic t e 't Signatu e ate Issue y Signature Date ! � � � CITY OF ORONO BUILDING PERMIT APPLICATION FOR NEW STRUCTURES OR ADDITIONS �O�O Mailing Address: Permit number: - � � PO Box 66 Crystal Bay, MN 55323-0066 Date received: �� Street Address:' Received by: ---- s � 2750 Kelley Parkway � Plan review fee: � � /7 7 .3 7 `� � Orono, MN 55356 !q kf S H��F' � / "0� �. _--_ r__,_ Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us ` This application form must be completed in full and atl required information must�e su m . -� j Incomplete applications will be returned. (Please print) � t� �L�(,��,� - � GENERAL INFORMATION: v ��i Job Site Address: ''�')�-,1�� h r/e:G� I�� Will this be a Parade of Homes, Remodelers owcase Home or other Display Home? Yes No If yes,a specia/event permit is required with Police Department and City Council approva/60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates s�cient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: , S �-, . L1-� State License# � Expiration Date: 3 ZU � Phone: cel Z$ ' ' office "Z- � •- � �, Mailing Address: Ci : - ZIP: c' ' � Contact Person: � � Applicant is:, Contractor / Homeowner (Circle One) Email and/or Fax: S� � PROPERTY OWNER INFORMATION: Name: � �.. -k- �,,11r�1 Phone (day): � (Q , Address: � Ci : .��.t,�_ ZIP: ��1�� Email and/or Fax � - ARCHITECT/ENGINEER INFORMATION: " Name: `�,�, �(�Y�.t.�i�,- �rl p.�.�'�'�QC_� �S.l� Phone(day): �- - � Address: � � c� �: z�P: 55° �� Email and/or Fax: � t�r�: � PROJECT INFORMATION: Descri tion of ro'ect: C- .�: . /P /� � / vus t 1.Type of Project 2. Proposed Use 3.Structure Type 4.Sewage Disposal� Water Supply New Construction Single Family with �esidence ❑Addition attached garage ❑Garage/Accessory Bldg. �Public Sewer ❑Accessory Building ❑ Single Family with ❑Deck ❑Relocation detached garage ❑Office/Commercial ❑ Private Sewer ❑Other: (specify) ❑ Multiple Family/Condo ❑Warehouse ❑ Public ❑Storage ❑ Public Water *'Any earth movement may also require ❑Commercial ❑Other(specify) MCWD review&permits. ❑ Industrial ('�rivate Well Minnehaha Creek Watershed District(MCWD) ❑Other: (specify) 18202 Minnetonka B�vd Deephaven,MN 55391 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.or 4 Estimated Construction Valuation (excluding land) $ � �� (�(�O ,�i)p r , , , � STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction ' " �-I a. Length(ft.)= Sy (r Number of bedrooms= Wood/Frame b.Width{ft.)= Z� � Number of garage stalls; ❑ Masonry Areas in sauare feet Attached= Z ❑Metal c. Basement= 8�� Detached=� ❑ Pole Bidg. �,__, ❑ ICF d. 15'Story = �`� ' oy ❑On-site Prefab e.2nd Story= �_ ❑Off-site Prefab f. Y�Story = 3 0�� ❑Other(please specify): g.Total Area= REQUIRED SUBMITTALS: All of the information must be submitted in order for our application to be processed: Not Enclosed A licable � ❑ Permit A lication m ❑ Pro osed Buildin Plans � ❑ MN State Ener Code Calculations and Mechanical Code Re uirements Form � ❑ Surve meetin all re uirements � ❑ Stormwater Pollution Prevention Plan B ❑ Hardcover Calculation s ❑ �" Se tic S stem Site Evaluation Re ort ❑ � Access Permit � � Wetland Buffer Im rovement Plan ❑ � En ineered Plans for Retainin Walls 4 feet or above m ❑ Minnehaha Creek Watershed District Permit s � ❑ Plan Review Fee ❑ ❑ Application Escrow&Agreement ❑ ❑ Other: 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: Date: � � Owner's Signature: Date: � PLAN'REVIEW CHECKLIST FOR NEW STRU TURES / ADDITIONS Address/Permit Number: �I'/i6 b /�i�N�l�oB.D 3�.c�� ?dly- b!2� t�,. Descriptio�of work: ` ` � � ' � , Septic review by: �e�.J�� Date Approved: Zoning review by: ._.--� Date Approved; 1 �`a� f � =8uiiding review by: Date Approved: ;,��"'��'�y j— "^ , ' Grading re�iew by: ` �: D��-' � P �C�� Zoning District: . - Zaning fiile#:: Re� _� � �� 1 Zoning: Lot Area: .�� $F� Width:� � ' ��y�. !I °�'�� or � n.�.. �t ��aco (�n u i Survey Submitted: � �J s �70 No :,� Date of Survey, t� ` _ r.�al`!w t�r. ;�4r00a �^'�i►J � '�.� P�o osed Setba�ks: � U- ' Front(Lake) Rear($treet) l N S E, �IV j ( N S ; � � Side , � Sid� � : � � � �J� ` � � �' ) � � ` � �aflned.kl�i�ht: ' peak Height:______�_ �F� F�, y � � .�erim�er�{tinear feet)= 50%`- #of St� �` � � , - , .�,. , ` _1 �, � --- . fOR A BUIL-D1NG WCf�i.A�ASENI�`�±1?,OR G12AV�IL SP.ACE' _..��(/� �� , . Tlr�,iliStahGe b�`tiNeen tFfe 1 C>' � '. � ('' " �' , � 3fiPiR��H --; Rroposed floQr(of the baserhe�f Qr cra�t� ,��-�'' f J �� ' ��, spacea�and�he h�gh@�t�nt�f Y�ie•rc�1' . C..� � " ' � ��. �f ydu hav�a... ` �., 4 'GABL��R HIPPLD RO9�{r�o �/� . � `•�rir�v�) �SabtrBt�J��l�the �, �` � � � Y � � :cLstartCe t�etween the hIQ�9f��`ptnt l�� i �� _of the roof to the b�iv'p9mt at tF�� t SUBT�iAC�'ION ,corres�onding��tsie'o�h�PP�t� � �!�C�`� N� ; � ° :(BASED ON ROOF. r �B E�lR WIPP�D fff5t5F{W�th � . � ��` �iki�i�i��)' Sub�Ct:;�a�tf��ie t.,' ��y� � dts�(38�NeeR#�`tb�r�f th� \ � i fi�gh�stGilt�dow,8�d�t#teh��h��t .��_ pc�nt ofithe roof ° � R�QF,�1��5�� • �►�,L pT R#2�OK, � ' q , k�� `rYi'��I��, � rt�ansard e� o �s��g��etr��1Vo 8ybt�c�o� '" � , : �1D 171C,.�r �� !4tic�fh�i��t:�b��the to{�'t3f�l�kx_ � � Sl1BTRACTiCjN ubi�act$�qs i�nc.e b� n d ` ($i45�D ON= ` anc��h��hpst§��rQ �;�,�ace�:�. �$ {BASEQ ONEXISI'ING; ��sp�c.�e floor andthe EXISTI�1G ; � 3hetbt�hd&t}b,� ��'�` bighes��f$U�nyg grdde adja�ltto tlie �� E�§ � � x �'�_ } � �RADES) iw��f�c[s�hOn •i�f�£d�.iiCh�Ver��fie�) � }� � - •.. .� IVY , �R+I�V �1III 4'` ^� � �I''� � y '�f '�' 4 �:ju '. 7 �.F.QV ✓al��l@�r�) ��4Q��; '� M � �,.r � � � ,';, - "� s � - ry� �� 4 F Y, � t } �� r �hQrelan�l,L��st'riat. ; „M�V�Y.D P�ria�iit I�eceive�i_:� �►i��"" �,�.a�� '�i� ,.,Set��C�Me�? ; �u.� ` : ° °Ye� �'No `.L7 �Vl�% ` + .i �� ] Yes } "= C� NCf , , � �es �, No -s---� C{ Ye� L� �J� �Vl� �:` , ~-~�r Per►rnt-N�irrtber.. ��,r �' ' �,;-:. 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'" �t "� �.�: � � . . - .. .+��P�"3 a'�`"g. t� ° - �� "�� '� x�� r,�;;`t.� 43; ;�= . . 1�lan Review r� �,: , � �< �-� y , � ��:� ��:�� „�F� �. ��'�� .�.�,�. � �-' � =�`�� ' �� l�vestig��ion Fee �� a ��.� � � .�: � � "��_ ��-;� , '�`� � � � lOther�($1��) � �t� `''� S uare�oota e S r S �are�oota e Basement ' X - � ,��t Fi(�or � � � �� ' $ �� 2"d Floor X ' $ - ' �arage X = $ EstirrNBted-Constru`ction�fatue; � �"�5�t�p�� ' t�i�tstic�;�n�piact�c��tequired llVork'�'t��t�iring;Separate�Pei�isi#s ��t'e�i Sta�e'I�et`mi#s; - , t � �r � , - 'Cl Site '. �3''�lumbrng.° - � Grading��illmg ;- .;;�'1N��; -Q Hardec�v�r R�mQval. ;ta'Mecha�ical G �ire ,0'�lectrical ,P�'�F�t3#i�g� ` 'CI S�pttc ; � Water Connection �foar��t 11V�U � �"'''Fi�e'�1ao� .�Sewer GQnrt�cti0q , , . Lawn Irri�a . � � . �f four�da�l�n Survey �7 I�t�sc�ry ._ . .�` , g` �ic�n ,j�Y'R�don��ck 8�tt. ' � ,�'�M�9 .° r � F�ar�i�n� . �' Qther{spe��fy� - �"�nsr�lat�on � . ��tfl.�� y ,�Y��i��it:�urvs�r., � � ��s'� �� y�t + ��: .' _ y Y. f € ti� �@�� ' � � �7 Oth�r,(specEfY� � � :, , . ��'1��+�t� tat�� ,. . � .; n - >> , -f . ,. . a �.�: �� f � _: . �2��k�i�CS{in t�4u��)� , # . . b \� �+. z .� , ,. �... ... ... . . s. � ... - ' .. � ,� . .. ' . '. '� ' '...� �;....�. ..Y. .S � r � t ��i+sr,��e�v.;�#vi�aN�d Eb�r 4 �e'�p��r$d x �4,CCe��• �casti�. �=Y� G7 �VE� �ew:' � Y�S CJ N(?� ��F��l'AL;R�111f�1R1��;T�8�NQTED l�N P�RM�"�i�D#Nl�l�k'1.LEp�_..,�_�„ �' , � ; Uptl$feds Janmary��fl1�3 � � � � �� ' � � � � v:�fori'�'�slplan revie�v ch�cklist 2013:docx , , � Christine Mattson From: Robert Bean [bobbe@bolton-menk.com] Sent: Tuesday, December 16, 2014 2:45 PM To: Andrew Mack Cc: Christine Mattson Subject: RE: FW: FW: FW: Building Permit Application#'s 2014-01228 & 2014-01231 -4166 &4174 Highwood Rd. Andrew, The applicant has revised the plans to adequately address previous comments. Please let me know if you have any other questions or comments. Thanks, Robert E. Bean,Jr, P.E. LEED Green Assoc. Bolton & Menk, Inc. P:(952)448-8838, ext 2892 F:(952)448-8805 email: bobbe@bolton-menk.com From: Andrew Mack [mailto:amack@ci.orono.mn.us] Sent: Monday, December 15, 2014 11:59 AM To: Robert Bean Cc: Christine Mattson Subject: FW: FW: FW: FW: Building Permit Application #'s 2014-01228 &2014-01231 - 4166 &4174 Highwood Rd. Bob, Can you please take another quick look at this to see if they've satisfied your spot elevation requirements. Thanks, Andrew Mack, AICP f��'`�'��,, Community Development Director �� ' City of Orono Minnesota , Direct 952.249.4626 , amackCcilci.orono.mn.us www.ci.orono.mn.us From: David Lundy [mailto:dlundyjr@gmail.com] Sent: Monday, December 15, 2014 10:49 AM To: Andrew Mack Subject: Re: FW: FW: FW: Building Permit Application #'s 2014-01228 &2014-01231 - 4166 &4174 Highwood Rd. Andrew, Please see attached. Please reply with any questions. FYI, our Surveyor's comments: "Please find the attached.We took some more shots along the existing buildings.This is the best that can be done with this site as it pertains to the existing grades on the adjacent properties." 1 r � Thanks, ' Dave David Lundy 563-570-7510 On Mon, Dec 8, 2014 at 10:09 AM, Andrew Mack<amack(c�r�,ci.orono.mn.us> wrote: Dave & Chris, I've also written these comments on the attached site plan so iYs a little more clear where we're talking about here. This will need to be revised prior to permit approval. Andrew Mack, AICP Community Development Director �.�y..c);4�.. � �` City of Orono Minnesota �, � , �,f" f' Direct 952.249.4626 amack(c�ci.orono.mn.us www.ci.orono.mn.us From: Robert Bean [mailto:bobbe@bolton-menk.com] Sent: Monday, December 08, 2014 8:27 AM To: Andrew Mack Cc: Christine Mattson Subject: RE: FW: FW: Building Permit Application #'s 2014-01228 &2014-01231 - 4166 &4174 Highwood Rd. Andrew, I have completed review of the revised plans. Following are my comments for your consideration. 2014-01230-4166 Highwood Road 2 r � , ti , + 1. Additional grading detail should be provided between the proposed building and the east property line to define a swale that directs runoff north and south and not towards the adjacent existing building. Additional proposed spot elevations should be indicated on the plans in the area between buildings to adequately define the swale. 2014-01228-4174 Highwood Road 1. Additional grading detail should be provided between the proposed building and the west property line to define a swale that directs runoff north and south and not towards the adjacent existing building. Additional proposed spot elevations should be indicated on the plans in the area between buildings to adequately define the swale. If you have any questions or comments, please contact me to discuss. Thanks, Robert E. Bean,Jr, P.E. LEED Green Assoc. Bolton & Menk, Inc. P:(952)448-8838, ext 2892 F:(952)448-8805 email: bobbe@bolton-menk.com From: Andrew Mack [mailto:amack@ci.orono.mn.us] Sent: Friday, December 05, 2014 3:53 PM To: Robert Bean Cc: Christine Mattson Subject: FW: FW: FW: Building Permit Application #'s 2014-01228 & 2014-01231 - 4166 &4174 Highwood Rd. Bob, 3 i � I'm�not see'ing any real changes on these new plans from the original plans you reviewed. Just the survey datum was updated as required. If this is ok as is then let me know. If not as previously requested, then please be a little more specific on what you are asking for so I can communicate that clearly to the builder. For example, are you asking for a cross section detail? Thanks, Andrew Mack, AICP Community Development Director r��c"�,�� f � � City of Orono Minnesota I � � � f, ` ' Direct 952.249.4626 amack(a�ci.orono.mn.us www.ci.orono.mn.us From: David Lundy [mailto:dlundyjr a gmail.com] Sent: Friday, December 05, 2014 10:57 AM To: Andrew Mack Cc: Chris Subject: Re: FW: FW: Building Permit Application #'s 2014-01228 &2014-01231 - 4166 &4174 Highwood Rd. Andrew, Please see attached supplemental information. Will the attached suffice for item #2 "Additional Grading Detail° for both properties? Thanks, Dave 4 r � David Luridy 563-570-7510 On Fri, Dec 5, 2014 at 10:53 AM, Andrew Mack<amack e,ci.orono.mn.us> wrote: Dave& Chris, This is the e-mail you sent me on 12/2/14, but the information in these PDF's doesn't also contain the proposed new houses on it with the site & grading plan like your or original submission. Can you please send that to me. We are also as you know, still waiting on the MCWD determination for the wetland and issuance of their Erosion Control Permit prior to issuance of the building permit. I believe these are whaYs still required for our review to be completed and the permits to be issued. I have the building plan review completed for your projects and there are some comments that can be addressed as part of the construction process. The engineering review was also completed as well for the projects from the original submission materials. Some of this will need to be addressed for the permit issuance. These comments are as follows: Subject: 2014-01228 - 4174 Highwood Road 1. The silt fence and rock construction entrance should be installed and inspected by the City prior to any land disturbing activities. The Contractor must provide a minimum 24 hour notice prior to inspection. 2. Additional grading detail should be provided along the west property line to define a swale that directs runoff north and south and not onto the adjacent property. Additional spot elevations and proposed contours should be added as necessary to adequately define the swale. 3. A financial security of$2,500 from the Applicant is recommended for erosion control and engineering oversight. The financial security is intended to provide protection in the event that it becomes necessary for the City to install or maintain erosion and sediment control within the project area and covers the cost of vegetation re-establishment if the applicant is unable to follow through with the conditions of approval. 4. The applicant may be required to obtain Minnehaha Creek Watershed District (MCWD) approval and permitting for their Erosion Control rule. A copy of any approved permit or confirmation that no permit is required should be submitted prior to any land altering activities. 5 ' T Subject: �014-01230 - 4166 Highwood Road 1. The silt fence and rock construction entrance should be installed and inspected by the City prior to any land disturbing activities. The Contractor must provide a minimum 24 hour notice prior to inspection. 2. Additional grading detail should be provided along the east property line to define a swale that directs runoff north and south and not onto the adjacent property. Additional spot elevations and proposed contours should be added as necessary to adequately define the swale. 3. A financial security of$2,500 from the Applicant is recommended for erosion control and engineering oversight. The financial security is intended to provide protection in the event that it becomes necessary for the City to install or maintain erosion and sediment control within the project area and covers the cost of vegetation re-establishment if the applicant is unable to follow through with the conditions of approval. 4. The applicant may be required to obtain Minnehaha Creek Watershed District (MCWD) approval and permitting for their Erosion Control rule. A copy of any approved permit or confirmation that no permit is required should be submitted prior to any land altering activities. Andrew Mack, AICP Community Development Director Ir''�'�'+��''�<< City of Orono Minnesota � � � �;.f� � Direct 952.249.4626 amackC�ci.orono.mn.us www.ci.orono.mn.us From: David Lundy [mailto:dlundyjr@gmail.com] Sent: Tuesday, December 02, 2014 12:09 PM To: Andrew Mack Cc: Chris; Christine Mattson Subject: Re: FW: Building Permit Application#'s 2014-01228 & 2014-01231 - 4166 & 4174 Highwood Rd. Andrew, Please see attached, revised Certificates of Survey for 4166 & 4174 Highwood Road. Please call to review the status of the building application permits (I left a msg for you reviewing the items you noted on your 11/19 e-mail). 6 , � Tlianks, � Dave David Lundy 563-570-7510 On Thu,Nov 20, 2014 at 9:10 AM, Andrew Mack <amack(c��ci.orono.mn.us>wrote: Chris, Thanks for sending the agreements. Please bring the original signed copies in with you for our records and signature when you pay the fees. Andrew Mack, AICP Community Development Director f��'�47��f�', City of Orono Minnesota �� , �,.��` ' Direct 952.249.4626 amackCcDci.orono.mn.us www.ci.orono.mn.us From: Chris [mailto:ccaseyC�cncconstruction.org] Sent: Wednesday, November 19, 2014 5:14 PM To: Andrew Mack Cc: 'David Lundy' Subject: FW: FW: Building Permit Application #'s 2014-01228 & 2014-01231 - 4166 &4174 Highwood Rd. Andrew, Please find attached the escrow agreements, we will pay when we pick up the permits. Thanks, Chris 612-817-0386 Cell 612-789-2155 Office 612-225-1801 Fax www.cncconstruction.org From: David Lundy [mailto:dlundyjr@gmail.com] Sent: Wednesday, November 19, 2014 4:44 PM To: Chris Subject: Re: FW: Building Permit Application #'s 2014-01228 & 2014-01231 - 4166 &4174 Highwood Rd. � 1 � Executed�Escrow Agreeements David Lundy 563-570-7510 On Wed,Nov 19, 2014 at 3:27 PM, Chris <ccasey(a�cncconstruction.org> wrote: Thanks, Chris 612-817-0386 Cell 612-789-2155 Office 612-225-1801 Fax www.cncconstruction.or� From: Andrew Mack [mailto:amack@ci.orono.mn.us] Sent: Wednesday, November 19, 2014 3:05 PM To: 'ccaseyC�cncconstruction.org' Cc: Christine Mattson; Lyle Oman; 'Courtney Hall' Subject: Building Permit Application #'s 2014-01228 &2014-01231 - 4166 &4174 Highwood Rd. Chris, Please accept these additional follow up comments in regard to your building permit applications for the above referenced properties. The survey datum submitted on the Certificate of Survey prepared by Jonathan Faraci with Lake and Land Surveying, Inc. dated May 8, 2014 does not meet the City of Orono survey data requirements for property survey submission. The data supplied by your contractor is based upon the Ramsey Co. Coord. System NAD83. The City of Orono requirements indicate that existing and proposed contour elevations must be tied to Sea Level Datum as stated on Page 6 of the Building Permit Application packet for new structures or additions in the City of Orono (for reference please see the same at: http://www.ci.orono.mn.us/vertical/Sites/%7BCBFC8FAF-C313-4854-A229- 98A3482257F0%7D/uploads/Survey Requirements - March 2014.pdf Please revise your survey information accordingly. The structure height meets our requirements for the number of stories and overall height. It is my understanding that you have submitted a wetland delineation to the Minnehaha Creek Watershed District. We will await their review and determination on your information submittal before determining our ability to issue building permits, provided all required wetland setbacks are met. On 10/22/14 the City received a building permit application for new residences to be constructed at the above referenced locations. Your applications are incomplete. The following items must be submitted or revised in order for your application to be considered complete and for the plan review to continue: s _. ' � . , � Andrew Mack Subject: FW: FW: Building Permit Application #'s 2014-01228 & 2014-01231 -4166 &4174 Highwood Rd. Attachments: Rev 12-2-14 Cert of Survey 4166 Highwood Rd, Orano.pdf; Rev 12-2-14 Cert of Survey 4174 Highwood Rd, Orano.pdf From: Andrew Mack Sent: Friday, December 05, 2014 10:53 AM To: 'David Lundy'; 'Chris' Subject: FW: FW: Building Permit Application #'s 2014-01228 &2014-01231 - 4166 &4174 Highwood Rd. Dave & Chris, This is the e-mail you sent me on 12/2/14, but the information in these PDF's doesn't also contain the proposed new houses on it with the site & grading plan like your or original submission. Can you please send that to me. We are also as you know, still waiting on the MCWD determination for the wetland and issuance of their Erosion Control Permit prior to issuance of the building permit. I believe these are what's still required for our review to be completed and the permits to be issued. I have the building plan review completed for your projects and there are some comments that can be addressed as part of the construction process. The engineering review was also completed as well for the projects from the original submission materials. Some of this will need to be addressed for the permit issuance. These comments are as follows: Subject: 2014-01228 - 4174 Highwood Road 1. The silt fence and rock construction entrance should be installed and inspected by the City prior to any land disturbing activities. The Contractor must provide a minimum 24 hour notice prior to inspection. 2. Additional grading detail should be provided along the west property line to define a swale that directs runoff north and south and not onto the adjacent property. Additional spot elevations and proposed contours should be added as necessary to adequately define the swale. 3. A financial security of$2,500 from the Applicant is recommended for erosion control and engineering oversight. The financial security is intended to provide protection in the event that it becomes necessary for the City to install or maintain erosion and sediment control within the project area and covers the cost of vegetation re-establishment if the applicant is unable to follow through with the conditions of approval. 4. The applicant may be required to obtain Minnehaha Creek Watershed District(MCWD)approval and permitting for their Erosion Control rule. A copy of any approved permit or confirmation that no permit is required should be submitted prior to any land altering activities. Subject: 2014-01230 - 4166 Highwood Road 1. The silt fence and rock construction entrance should be installed and inspected by the City prior to any land disturbing activities. The Contractor must provide a minimum 24 hour notice prior to inspection. 2. Additional grading detail should be provided along the east property line to define a swale that directs runoff north and south and not onto the adjacent property. Additional spot elevations and proposed contours should be added as necessary to adequately define the swale. 3. A financial security of$2,500 from the Applicant is recommended for erosion control and engineering oversight. The financial security is intended to provide protection in the event that it becomes necessary for the City to install or maintain erosion and sediment control within the project area and covers the cost of vegetation re-establishment if the applicant is unable to follow through with the conditions of approval. i + 1 ' ' 4. The applicant may be required to obtain Minnehaha Creek Watershed District(MCWD)approval and permitting for their Erosion Control rule. A copy of any approved permit or confirmation that no permit is required should be submitted prior to any land altering activities. Andrew Mack, AICP f��'�t�'�, Community Development Director �; t� � City of Orono Minnesota �� T/ Direct 952.249.4626 �� f��'f amackCc�ci.orono.mn.us www.ci.orono.mn.us 2 � � , � '1.� Certificate of Survey. Please provide two copies of an updated, full size certificate of survey which meets all of the City's survey standards indicating the location of the proposed structures, grading, wetlands, swales and retaining walls (if any). 2. Wetlands. Based on information from the MCWD, there are non-classified wetlands within the subject properties. This wetland appears is within 150 feet of the proposed project site improvements. Because Orono City Code requires a 35-foot setback from any wetland for structures or hardcover (10 feet from an established MCWD buffer), the location of the wetland must be indicated on the survey. Setbacks must be verified with wetland delineation information as approved by the MCWD. For the level delineation requirements, please coordinate with the MCWD directly at 952-471-0590 regarding your project. ❑ Level 1 Delineation is required. ❑ Leve12 Delineation is required. A Level 1 delineation may be depicted via a A Level 2 delineation shall include the exact map and/or aerial photo overlay onto the surveved boundarv of the wetland shown on the certificate of survey. certificate of survey. 3. Escrow 8� Escrow Agreement. Permits involving grading and/or review by the City's engineer require submittal of an escrow fee 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 measures and storm water/grading & drainage improvements prior to final approval of the site improvements. The required escrow amount for each project site is $2,500. The escrow agreement is attached. Your company as the property owner must sign the escrow agreement and submit a check total for$5,000. This may be presented at the time the building permit is ready for issuance and pick up. Please feel free to contact me at 952.249.4626 or by email at amack(c�ci.orono.mn.us if you have any questions. Sincerely, Andrew Mack, AICP Community Development Director f`��`��'`' City of Orono Minnesota I, � � �:;f�� r� Direct 952.249.4626 amackCa�ci.orono.mn.us www.ci.orono.mn.us This email has been scanned by the Symantec Email Security.cloud service. For more information please visit http://www.svmanteccloud.com This email has been scanned by the Symantec Email Security.cloud service. For more information please visit http://www.symanteccloud.com 9 � r � � � Andrew Mack From: Andrew Mack Sent: Thursday, November 13, 2014 2:33 PM To: 'ccasey@cncconstruction.org' Cc: Christine Mattson; Lyle Oman Subject: FW: 2014-01230 -4166 & Highwood Road Chris, The below comments are the City of Orono's engineering review comments for your building project. Engineering comments for the 4174 Highwood Rd. project will be sent under a separate e-mail. As discussed on the phone, the MCWD has required a wetland delineation of this property and the adjoining vacant lot. Orono requires an approved wetland delineation by the MCWD prior to our issuance of a building permit for any structure within 150 ft. of a wetland. Both home sites fall within this distance standard. Therefore an approved delineation is required to verify building setbacks for both of the site plans beforehand. I also anticipate completion of the building height review for both homes this week. The permit issuance for demolition of the house may be approved prior to building permit issuance, although the engineer is definitely requiring installation of the rock construction entrance prior to commencing any demolition activity. Erosion control would also be necessary if the demo activity involves any land disturbance. Please contact Lyle Oman, Chief Building Official for the city at 952-249-4625 to schedule a walkthrough of the house prior to issuance of the demolition permit and to coordinate utility disconnections. Please contact me with any further questions you may have. Best Regards, Andrew Mack, AICP .`��t�`w�=�°� Community Development Director �;t� F� City of Orono Minnesota �� T Direct 952.249.4626 �, �" ��.; __{ amack(c�ci.orono.mn.us www.ci.orono.mn.us 1. The silt fence and rock construction entrance should be installed and inspected by the City prior to any land disturbing activities. The Contractor must provide a minimum 24 hour notice prior to inspection. 2. Additional grading detail should be provided along the east property line to define a swale that directs runoff north and south and not onto the adjacent property. Additional spot elevations and proposed contours should be added as necessary to adequately define the swale. 3. A financial security of$2,500 from the Applicant is recommended for erosion control and engineering oversight. The financial security is intended to provide protection in the event that it becomes necessary for the City to install or maintain erosion and sediment control within the project area and covers the cost of vegetation re-establishment if the applicant is unable to follow through with the conditions of approval. 4. The applicant may be required to obtain Minnehaha Creek Watershed District (MCWD) approval and permitting for their Erosion Control rule. A copy of any approved permit or confirmation that no permit is required should be submitted prior to any land altering activities. i � r �I � I � � 1 Christine Mattson From: Courtney Hall [Chall@minnehahacreek.org] Sent: Wednesday, November 12, 2014 11:50 AM To: Andrew Mack Cc: Christine Mattson; Lyle Oman; David P. Martini; Brian Simmons; 'Robert Bean'; Amanda Bednar Subject: RE: 2014-01230 -4166 Highwood Road Hi Andrew, (y �, ��d '� �{� � r,�� Because there is a wetland that shows up on our FAW for these sites, e District would require a wetland delineation. If there was indeed a wetland on-site, our wetland protection ru—e would be triggered which requires establishment of a wetland buffer. Unfortunately,the growing season has ended, and delineations cannot be completed until next spring. Please let me know if you have any questions. Thank you, Courtney Hall Wetland Specialist, Certified Wetland Delineator#12� Minnehaha Creek Watershed District 15320 Minnetonka Blvd Minnetonka, MN 55345 -, n� Chall@minnehahacreek.or� \r��v��— �,�, Direct line: 952-473-2855 –�� Q�� - l��-�� . MINNEHJ►HA Clt�€K WAtER5�EL? D13igICS From:Andrew Mack [mailto:amack@ci.orono.mn.us] Sent: Wednesday, November 12, 2014 11:16 AM To: 'Robert Bean' Cc: Christine Mattson (Orono); Lyle Oman; David P. Martini; Brian Simmons; Courtney Hall Subject: RE: 2014-01230-4166 Highwood Road Bob, Just to let you know I've been working with the MCWD on these two building permits (4166 & 4174). It appears that the district may be calling for a delineation on these two properties. I'm still waiting to hear back on that from Courtney Hall. Also, the 4166 property has an existing residence that will be demolished with the start of work. I'm assuming you want the entrance rock in place before that begins, but there is an existing approach to the site. Please confirm that either way. � L � r 5 . Please also keep in mind that this is going to be another neighborhood disruption situation with construction on two 50 ft. lots. We will see how effectively this new builder in the community deals with this situation. We can only hope it will be better than our past experiences the past 2 years on Maple Place & Minne Ave. Thanks, Andrew Mack, AICP f��`''`�� Community Development Director j City of Orono Minnesota �,� ` , � Direct 952.249.4626 ��.�Y._..� amackCcilci.orono.mn.us www.ci.orono.mn.us From: Robert Bean [mailto:bobbe@bolton-menk.com] Sent: Wednesday, November 12, 2014 7:16 AM To: Christine Mattson Cc: Andrew Mack; Melanie Curtis; David P. Martini; Brian Simmons Subject: 2014-01230 - 4166 Highwood Road Christine, I have completed review of the Building Permit application package for 4166 Highwood Road. Following are my comments for City consideration: 1. The silt fence and rock construction entrance should be installed and inspected by the City prior to any land disturbing activities. The Contractor must provide a minimum 24 hour notice prior to inspection. 2. Additional grading detail should be provided along the east property line to define a swale that directs runoff north and south and not onto the adjacent property. Additional spot elevations and proposed contours should be added as necessary to adequately define the swale. 3. A financial security of$2,500 from the Applicant is recommended for erosion control and engineering oversight. The financial security is intended to provide protection in the event that it becomes necessary for the City to install or maintain erosion and sediment control within the project area and covers the cost of vegetation re- establishment if the applicant is unable to follow through with the conditions of approval. 4. The applicant may be required to obtain Minnehaha Creek Watershed District (MCWD) approval and permitting for their Erosion Control rule. A copy of any approved permit or confirmation that no permit is required should be submitted prior to any land altering activities. If you have any questions or comments, please contact me to discuss. Thanks, Robert E. Bean,Jr, P.E. LEED Green Assoc. Water Resources Engineer Bolton & Menk, Inc. Consulting Engineers&Surveyors 2638 Shadow Lane, Suite 200 Chaska, MN 55318 P:(952)448-8838, ext 2892 F:(952)448-8805 email: bobbe@bolton-menk.com www.bolton-menk.com This email has been scanned by the Symantec Email Security.cloud service. z ' ' r � ' � • � T Andrew Mack To: ccasey@cncconstruction.org Cc: Christine Mattson; Lyle Oman; Courtney Hall Subject: Building Permit Application #'s 2014-01228 &2014-01231 -4166 &4174 Highwood Rd. Attachments: Escrow Agreement- Building Permit w Erosion Control 2014-01228.pdf; Escrow Agreement- Building Permit w Erosion Control 2014-01228.pdf Chris, Please accept these additional follow up comments in regard to your building permit applications for the above referenced properties. The survey datum submitted on the Certificate of Survey prepared by Jonathan Faraci with Lake and Land Surveying, Inc. dated May 8, 2014 does not meet the City of Orono survey data requirements for property survey submission. The data supplied by your contractor is based upon the Ramsey Co. Coord. System NAD83. The City of Orono requirements indicate that existing and proposed contour elevations must be tied to Sea Level Datum as stated on Page 6 of the Building Permit Application packet for new structures or additions in the City of Orono (for reference please see the same at: http://www.ci.orono.mn.us/vertical/Sites/%76CBFC8FAF-C313-4854-A229- 98A3482257F0%7D/uploads/Survey Requirements - March 2014.pdf Please revise your survey information accordingly. The structure height meets our requirements for the number of stories and overall height. It is my understanding that you have submitted a wetland delineation to the Minnehaha Creek Watershed District. We will await their review and determination on your information submittal before determining our ability to issue building permits, provided all required wetland setbacks are met. On 10/22/14 the City received a building permit application for new residences to be constructed at the above referenced locations. Your applications are incomplete. The following items must be submitted or revised in order for your application to be considered complete and for the plan review to continue: 1. Certificate of Survey. Please provide two copies of an updated, full size certificate of survey which meets all of the City's survey standards indicating the location of the proposed structures, grading, wetlands, swales and retaining walls (if any). 2. Wetlands. Based on information from the MCWD, there are non-classified wetlands within the subject properties. This wetland appears is within 150 feet of the proposed project site improvements. Because Orono City Code requires a 35-foot setback from any wetland for structures or hardcover (10 feet from an established MCWD buffer), the location of the wetland must be indicated on the survey. Setbacks must be verified with wetland delineation information as approved by the MCWD. For the level delineation requirements, please coordinate with the MCWD directly at 952-471-0590 regarding your project. ❑ Level 1 Delineation is required. ❑ Level2 Delineation is required. A Level 1 delineation may be depicted via a A Leve/ 2 delineation shall include the exact map and/or aerial photo overlav onto the surveved boundarv of the wetland shown on the certificate of survey. certificate of survey. 3. Escrow & Escrow Agreement. Permits involving grading and/or review by the City's engineer require submittal of an escrow fee 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 measures and storm water/grading & drainage improvements prior to final approval of the site improvements. The required escrow amount for each project site is $2,500. The escrow agreement is attached. Your company as the property owner must sign the escrow agreement and submit a check total for$5,000. This may be presented at the time the building permit is ready for issuance and pick up. 1 � � � Y i � Please�feel free to contact me at 952.249.4626 or by email at amack(a�ci.orono.mn.us if you have any questions. Sincerely, Andrew Mack, AICP ;'��`'�tir�,, Community Development Director � t� � City of Orono Minnesota ��'�f.T Direct 952.249.4626 _ ,r� amackCa�ci.orono.mn.us www.ci.orono.mn.us 2 � � � � r Christine Mattson From: dlundyjr@gmail.com on behalf of Willow Creek Development Group, LLC [info@willowcreekdevelopmentgroup.com] Sent: Monday, September 29, 2014 1:41 PM To: Christine Mattson Subject: Request for Discussion of Building Permit Application Christine, Would you be available to talk through some questions I have regarding Orono's Building Permit Application and related permit requests. Willow Creek own's two adjacent lots located at 4166 &4174 Highwood Road. Thank you for your assistance, Dave David Lundy Willow Creek Development Group, LLC P.O. 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MANTEL PROJECTIONS Center of framing hoie is 1"[25]above center of horizontai vent pipe. •To center of pipe. w n.mm�m Framing should be �"�'9 constructed of 2 X 4 lumber or heaviec 9-1/2" +e `23-1/2" I1003] �e �s [597j Top Vent �su. ear Vent �� n 13 13-3/4 12 13 11 12-1/4 � i�-in �o-v� � a�a �o MANTEL LEG/WALL PROJECTIONS 5 8 ,,,,&,n 4 7 3 61/4 S1R 5 TOP Of • Meeswed from mp ot hood(m 6whes) Appliance `� Drywall Product infamatbn provided is rwt PRODUCT LISTIN<3 CODES �nplete and is subjec4 to charge � ��25� without notice.Product installation US ANSI Z21.88a-2008 must adF�re strictly to instructions aocompanying product to avoid risk 3-1/2" CAN CSA 2.33b-2008 of fire and potential inl�Y �a9� ��.,,.� UL307B Mantel Leg or Perpendicular Wall Additi�al ir�formation can be found online at www.heatBatocoom �/'� A brend of Hearth&Home Technologies Inc. Mr •I�,r�q,/1 Lakeville.MN Phone:(8001 92 7-6841 COw WtE6 �� Web:www.h�tilatoccom GS�FRI/NDV4236 0311 i � � � Y � IIII �� 1-3/4 Multi-Lite Wood Sidelite �� 123 N.E Beacon Drive �� Grant.r Parr,OB 97526 www roguevalleydoor.com • •Energy savings wiil depend on your specific climate,house and lifestyle. •For additional information visit NFRC's web site at www.nfrc.org. Glazing Description Pzoduct DescripCion* 1/4 Giaea 1/2 Glass 3/4 Glass Full Liu <65 <350 <460 >460 2/Al/na/AIR/.375 .43 _05 .45 .� .46 � �2 2/Al/.20(2)/AIR/375 .42 .05 .43 .16 .43 � � 2/SS/20(�/ATR/.375 .42 .05 .44 .� .45 y5 .� 32 2/AI/.04(2)/AIR/375 .42 .� .42 .10 .42 .14 .42 .17 2/SS/.04(2)/AIR/.375 .42 .03 .41 .10 •`a .14 '� .17 Wood Stile&Rail U-Factor=.42 SHGC=.02 Manufacturer stipulates that these ratings conform to applicable NFRC procedures for determining whole product performance. NFRC ratings are determined for a fixed set of environmental conditions and a specific product size. *#glazing laye�s/spacer type/low-e emissivity(surface)/gap fill/gap width r , � � r , � Y III M�R� Multi-Lite Entrance Door �� 123 N.E Beacan Drive �� Grants Pacy OR 97526 www roguewdlleydoor.com • •Energy savings will depend on your specific climate,house and lifestyle. •For additional information visit NFRC's web site at www.nfrc.org. Product Descripuon* Glazing Description Default Frame 1/4 Glass 1/2 GJass 3/4 Glass Full Lite 2/Sl/na/AIR/.375 .43 � .45 � .45 � .47 � 2/Al/.20(2)/AIR/375 .42 .14 .44 � .44 � .45 � 2/sa/2o(2�/nrR/.3�s .42 14 .43 � .43 � .43 � 2/ni/2o(2)/AxG/.s75 .42 14 .43 � .43 � .43 � 2/54/2o(2)/AItG/.s75 .41 .14 .42 � .41 � .41 � 2/Sl/.04(�/ARG/.375 .M1 .il '39 .16 '� .18 '38 .21 Wood Stile&Rail U-Fector=.41 SHGC=.07 Manufacturer stipulates that these ratings conform to applicable NFRC procedures for determining whole product performance. NFRC ratings are determined for a fixed set of environmental conditions and a specific product size. •#glazing layers/spacer type/low-e emissivity(surface)/gap fill/gap width ' � �i � III� �� 1-3/8 One-Lite Wood Sidelite �� 123 N.E Beacon Drive Aat��9�tnd Grant.�Pruc,OR 97526 �� www roguevalleydootcom • •Energy savings will depend on your specific climate,house and lifestyle. •For additional information visit NFRC's web site at www.nfrc.org. Glazing Description Product Description* 1/4 Glass 1/2 Glass 3/4 Glass Full Lite <65 <350 <q(,(► >460 2/Al/na/AIR/.375 .52 .� .51 19 51 � 5 � 2/AI/.20(2)/AIR/.375 .52 .05 .49 .16 .48 � .47 � z/ss/.zo(�/nrR/.s�s 52 � Si ,19 ''� .25 ''� .33 2/AI/.04(2)I�IR/375 52 .� .48 u .47 .14 .45 .18 2/SS/.04(�/AIR/375 Sl .� '48 .0 '� .14 .45 .18 Wood Stile&Rail U-Fector=.52 SHGC=.02 Manufacturer stipulates that these ratings conform to applicable NFRC procedures for determining whole product performance. NFRC ratings are determined for a fixed set of environmental conditions and a specific product size. '#glazing layers/spacer type/low-e emissivity(surface)/gap fill/gap width � _�.. . ;'3 _ , r �� a � � �� 3;,; --- –�–' – — – - ' . �1 F,� � NFRC � � �� One-Lite Entrance Door N��a�l r-er,escratoon i: R�� 123 N.E Baac�x Driar t; � GmrltrPass,OR97S26 �;; � www roguevalleydoor.com I:+ � � • . �: Energy savings will depend on yoar spec�c climata,house and Iifearyle. ' For additioael infotmatioa visit NFTtC's web�ite at www.nfi�c.o�g. IJ }, �� 'roducc Descciption* Glazing D�ptiou �s �aault Fxatne � � 1/4 G1ass 1/2 Glass 3/4 Crhss Full Iite ' � � 2/SI/na/AIR/.375 0.42 0.� 0. �g �� p,32 a 039 2lA1/.20(2j/AIIt/.375 OA1 0.14 0.4 � 0.41 � 0.4 a� �ungate�(�0 Low�E �' 2/S4/.20('�/AIIt/375 0.41 0.�4 o.a � o:a � o. a� Cardinal 272 Low—E _ .._._� � 2/Al/.�/ARG/.375 0.41 0.14 °`�° oa� °39 p,Zg 039 0� Sungate�500 Low E (wlArgon) '; � 2/S4/.2(1(2)/ARG/375 a4o a�4 aao � o.s9 � o � Cardinal 272 Low E (w/Ar on 2/St/.04(2}/ARG/375 a39 0.11 Q� o.i� °� o.� o.az Solarban 60 Low E {w/Argon) v��a s�&xsa u-�=e.ai sgcc=am Cardinal 272 Low E (wlArgon) + i�ra;�'�"'�'6`�`�'°�`"°fi°�'u`°'�''�'`r�cc�"��a�°°'°"'g'�°'`''►�` Cardinal 366 Low E (w/Argon) ' ormsnce.NFRC ratings aa dete�minod for a fixed sec of eavironmental conditio�and a spxiCu proda�x siu. � :c�o�s�rot,eco,mie�d any pnodua ana aoes noc w,aanc the sui�iry ot,my p�oauct for any spxific ose. �glaziug laye�s!spacer type/low-e emiasivity(sutface)/�P fill/gap widd► � t 9 1 1 f =�,a�.r� -�;�z ''ti �,.��f ; ,' �,� ��.- ��' ,- ��v��'��`� } n�:��£;, � �� '�� t {' � :- <��f ' ,� :: r _ �"2�'`'c'ti ". `��'''`{ �.�t��ri�� '�` 4 `` ��f : � r _� . � : , �,� ,�.�- x � - � �� `� „ .t4`'e � � 1 . .s`i��r as.�:.r.,.> a_..._d..�, „�<...,.. _..,. . .. .. . ... :'I ,�?.�. .... �. ..... .., . . :.s,.a.r��.m.;��!✓eil��..e.�<.�_.f �.a..r.,..ss�,w,...... ... . .. : i 1 � � � 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. C,1n�nS C��., First Middle Last �5�C� 7 l C��'.�' � 1� N � Address �4s� ��-� �� 550 I 1 (�(Z•c�� - U� City State Zip Phone I understand my rights as stated above. �� Sig tur Packet Last Updated: 04/19/2013 Page 20 of 23 ez i�s� a6ed EIOZ/6t/l�fl �P�I�Pd/17Se7laX�ed s�+� DB;� oS `M" u..�`^'�� c�.en.. �o uor�e��i�aA�e3ruey�a� un�;n�r,�ua,��e�o� uor,�eJi�ua,,� snonu��uo7 t�or;e�v7 � � � t�}r°IENi'.h£ � s� � ��a�s 5 u��ao� vie�;ea,y peo7 r��/o�n) �aPo�.� .�a.in�e�nueW TJ335 ��#Pb Jn x�f7 � 1 MCW 11.. 1 �251 B�UdZ '�'� b cmo S ��y+M tua}s S qeay sso7�Pay pa,�e/n��ea �apvy,t aarn�e�nuefJ �ll�d ��7Pr5'�n �I a 1 1��a�a�� P�a 0 'O bl"O uo�}e.t�saua� anr�y� a ,�ss.e,ar (�ua»y�aa�u�e �eacjaejas �9X5 ao��e�-/J a e.�a�p� � i=,:6ayu�ro ao:,.;a1�3'-n±-�2uI c�l•?1 e ftelyl�uo�;epuno� aJ"�,�P�_jj Ls�t3l,�FJD7 -�..6A�ug.o,n;.ai�'r�aa,ul y�• ��-,�p,s,.�, �� 3s�o{cu�� sa��e Pac�o!�P'�'�3��!S�C3�� a�i� /'�'1'D.fg� 13JX�.y�@�!?l,I�F,�/ nacl Sv M�1W ��K'1\'^JP�/ ape.�g-u�n-9�5 ��t1' v�' ,-�,,�yN uqea�xa�e.r,� bl' s}��g is5� n si�eM -� Q�^^A�'.�� !'q ilOS}Sf3t.�ttFt3_) h- 7Gc+�^ Ut'Nel� 3�� n4 v> >tb nt � .ii'q' ha7iC�F'� arr�e�-�' uat,�e�lKUj az�s uo+�e�,c�7 ad.f,l !�l/�'�UI ,/a acLf1 uoqeao7 Lo Iq�S�B. .aaq�unp� asua�t-� �� .�,"��;vo-� �� :acue�,� ao�e,c;uo� �� ""'MvI �� :ssa�PPv��!S ,-i�"S2'lj .3�eQ -iacdu�o,�;a�ace`waPicnS a�r�9��a.� 8'IOI�ti: � y - _ /pd��e�ZZ��qs/�od/07��no6�u�.u'ilp�n�M�vy/:d;�y :o;6uioB�(q puno�aq ue�saidoo �euoi�ippy � � w.ao� s�uauaaainba� apo� �e�iueu�aw pue suoge�n��e� apo� �f6�au� a}e�s e�osauuiW _ �, �� 1 �► � � M d � " � : City of Orono �on�o Hardcover Calculation Worksheet Property Address e,�},� � � r � ., ,!:;d.. y,� L � ��/�a��l� CJt��..� �� `�'�ESHOa�' Prepared by: �„-^ ra- .��<', Date: l��•1��, a:��e�'i e��'�hJ ��.��y�'�G4 j � ,�r , � ��-� , � / � ..:.:::a;� � Stormwater Quality Overlay District Tier: (Circle one) Tier ' Tier 2 Tier 3 Tier 4 Tier 5 �__:. � Step 2: PROPOSED HARDCOVER "y�'�''r� Y�i�t� In the following table, identify all items of proposed hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this fo►m). 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 sp{it at the 75' setback line and calculate hardcover square footage separately for each ortion. Key to Hardcover ltem(Describe) Length x Width Total Survey S uare Feet) . , �xam le : : Gara e = , ` . - , r. -' 24 x 30 :,, , . 720 S F: .: - A � "� c,�J�7"F�f `"f�1�'�3 � �`F� � . .�`'� ='d� '1 -? S.F. B it � i r e e ��. �` �� c�•� S.F. C �'�n P.��Y' �a?�A ' O}/c}r I .� S.F. D -.� �R��a�+..At�:I 'f.?r. � � S.F. E �,lfk ZZ 3� "7 !� S.F. F 0 S.F. G S.F. H S.F. I S.F. J S.F. K S.F. L S.F. M S.F. N S.F. O S.F. P • S.F. Q S.F. R S.F. S S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. 1 Total Pro osed Hardcover /� S.F. _ . �., : . ; � ;;Exc'Iudable Hardcover,See Ci God.e Sec_78.=1684 :;. . - , ' ' , ,. . . ,. ,: ., , ..:: 2 eeK s.F. S.F. S.F. S.F. S.F. 2 Total Excludab(e Hardcover a S.F. 3 Net Pro sed Hardcover Subtract line 2 from line 1 �. S.F. 4 Total Lot Area I / S.F. Proposed Hardcover Percentage [(3)_(4)J ! � % Packet Last Updated.• 04/19/2013 Page 15 of 23 / i+ � � ► v , . , City of Orono �.oNo Hardcaver Caiculation Worksheet ,� Property Address: �� 6 L ��'�kE51 ORk Prepared by: � �p --�o��".Pd`�nJ ��a 1 F -�',;a�;Y �,�.�� .:• Date: �f) <�!� `,� Stormwater Quality Overlay District Tier: (Circie one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 1: EXISTING HARDCOVER In the following table identify alt 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 tetter which are split at the 75' setback line and calculate hardcover square footage separately for each portion. Key to Hardcover Item(Describe) Length x Width TO�� Surve S uare Feet ; (Exampl (Garage)` :: � '. ,: ' ; (24 x 30`), (720 S F),; e <:: _. , : -_: ..: :; - A t?11'�� ,�,7� ,,"'�. " `�. �'�� S.F.. B t�`9'��'~�`.i ��'�C<c?f� �• �� X :��P.,� � /•j,� S.F. C �1 � �`f, .,;C 'i S.F. D .."��Ir�`�' 4�'f'"r�' :� f� 36 ��. � S.F. E �`i�D y, .� S.F. F ° �+.1 � �. S.F. ..`�;�.. ' G �-,�6�re�Y J�.m �;a i�b��"W F� � "''i2 ��.�.�i e;� S.F. H S.F. � S.F. � S.F. K S.F. � S.F. M S.F. N S.F. O S.F. P S.F. Q S.F, R � S.F. S S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. 1 Total Existin Hardcover � ,� S.F. _ _ Ezcluilalile.Hardco4er..5ee.Gi Cod�.Sec;7$-1684 : ' ' _:-;: :;.: ..; ,, ��w ,64:J�� :� ?E�A�- .�� :�j i � l�,�:'� s;��`:'�� S.F. S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover �,'�� S.F. 3 Net Existin Hardcflver Subtract line 2 from line 1 i S.F. 4 Total Lot Area /(,.� S.F. Existing Hardcover Percentage [(3)=(4)j `�j��M % (Proposed Hardcover next page) Packet Last Updated.� 04/192013 Page i4 of 23 : w�eee�oc�a�+o lLfiSS 'uW'uaw�uNd �n•h,+aauoH,.otwzp pwwo��nsw+ ,�as�nn.�wwnv�o.,opqowwscw�oana. NoyyY ap�w p un�q0o� uqi�npodw M ffmu uB�5e0 ewoH� !��Ipowwl peyryou '�S 4�OOt 0696Z NoM'+NI�M Fq popNad qoy euerynyi�od9 W��Ma�l�3'�Nod oN��W�Sw�i.yrwyy NruvJwilu4a.�l�:na/dW uo�.uen�,�ur�odsw%.oir�iu�r�wd �N W��«wairv .A.l�.b/L3T.'75 u6isaa awoH Hv�d �3n��ddn --- --}---- xrr�d �oo�� Hivw V � � -� �y M� � -•6 f 9! 6- 1 a n.cc� t-— .. - --------- ��ap '�1'�bOEI � I I r ._.- aaavaw`+rim<<x_�ici-c . � 4b4tiYe't1 -__v5*`'caw; 6� I JNYY9W3WdOd01 NO �,�Vfd 98E0-LLB-Zt9 �D��PUZ I I stsio,^exco�anmioNadaadsHiw,vna'��o.9�saadans�xruHrl I /BQ�bll 701L LC _ � � I C3A07dOOM3NYdfBW3HM3BH/idIN1MIM3M70A(615/O/'9XL. '�. 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You may proceed with framing. Please note,we received a call from the neighbor to the East who expressed concern over the lack of grading currently on the site. Our City Engineer has visited the site and we request you create the approved swale to direct water away from the neighbors house as soon as possible. If you have any questions, please don't hesitate to contact us. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway ! Orono � MN � 55356(physical addressJ PO Box 66 � Crystal Bay � MN � 55323-0066 (mailing addressJ �' 952.249.4620 � 8 952.249.4616 � 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: Monday, May 25, 2015 From: ]enni Trombley [mailto:officeCa�cncconstruction.org] Sent: Wednesday, March 18, 2015 9:55 AM To: Christine Mattson Cc: ccasey@cncconstruction.org Subject: re 4166 Highwood Rd - Record Drawing Hi Chris, Attached is the As Built Foundation survey for 4166 Highwood Rd. You should be to scale if on a 11x17 size paper. Please let me know if you have any questions. Thank you, Jenni Trombley CNC Construction, LLC Business Manager i F� -� � DgT E TIME � CITY OF ORONO CALLED IN � l a � INSPECTION N TIC SCHEDULED �� PERMIT NO. � �� co PL ADDRESS � OWNER E HONE NO�✓�� S� CONTRACTOR � � �� DESCRIPTION � S r v�v" t~y�FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � ❑ 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 ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL 2 01AfNERfCONTRACTOR TO MEET YOU:_YES_NO v�, COMMENTS: � �Oe✓ �t�t/�yQ�f 5 � , � a f �(�.�L—,.1��✓(.a�� G'�� •dt� 4 � (T" � 1~�P�vLS♦ �G/ ��.li�l � �O oc y� � �f� � .�'X// � W � Q Z � e ` �� !�l r .� � � v�, c — �fr-- � VYl,f��`�a.rr, ��r�s�d� �'��.% l' J W O WORKSATISFACTORY:PROCEED ❑PROJECT COMPLETE �,��CO�BE6'fWORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0�CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECdVERING PEHMANENT ❑CORRECT UNSAFE CONDITION WRHIN HOURS. p pHOTO TAKEN INSPECTOR YVILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. t inspection 2a hours in ac�vance. (952) 249-4600 ctor on site• Inspector: ►^^� White CopyAnspector's File Canary CopylSite Noti�x '� �(%�fif DATE TIME V CITY OF ORONO CALLED IN INSPECTION NOTICE �, �j� SCHEDULED PERMIT NO. �� —G� !� COMPLETED ADDRESS OWNER TEL PHONE I�jQ. �lZ�� CONTRACTOR C--1$ �- � DESCRIPTION , u-�� Q �� ,�� / /�� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q�POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ S TIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR T—O M_EET YOU:�YES_NO ��., COMMENTS: a �r�cs �� - � J O � G�(�qr - ,Qe � e�rt��rl¢�r�K s. — o - p � -�— W /Jo u� Q _�Y4�c�� sz�'/c�L ��O ''"� t�'a o�...�5 Za�t'fG t,_.-�'f J� _ W � � W � � J d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Ca11 for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on.�ite: Inspector. s�.- White Copyllnspecto�'s File Canary CopylSite Notice � f� C—�l� o�T TIME CITY OF ORONO CALLED IN �J� � INSPECTION NOTICE'/ SCHEDULED � � PERMIT NO. �dlY��O�� c nnP� o ADDRESS OWNER EPF�ONE NO' �'��7�s7 CONTRACTOR �� DESCRIPTION " o+ r � � ��J ll� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING � ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � � O �. � O � W � Q � 2 W � W � J d W W KSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑ RRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE C0IIERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 ours in adva 249-46�� OwnerlConVactor on site: Inspector. White Copyllnspector's File Cana CopylSite Notice �� '�FN�� DATE Ti CITY OF O N CALLED IN INSPECTION NOTICE �{� SCHEDULED S / S �� PERMIT NO. -�[1 � 't—0�`�"`"� COMPLEiED ADDRESS � l OWNER TELE ��0 ��3��- 1 CONTRACTOR � � � � DESCRIPTION ' � W ❑ FOOTING ❑ DEMO-FINAL . SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q/�E$BMING ❑ MECHANICAL FINAL ❑ PROGRESS ��❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑" TIC INSTALL � ❑ FOUND�,TION/REMOV7AL 2 OWNERlCONTRACTORTOMEETYOU: YES_NO `� GltY1��(Ty� �,�, ,7 � �-�� 19/ � y COMMENTS: Ir•L' G �• - S -�.� /..5 a� . � ��u�ne b�a��s f'o. s�f�,��fcr an Por�.�. r�u� j � . 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(952� 249-4600 OwnerlContractor on site: Inspector. 1 White Copyllnspector's Ffle Canary CopyfSite Notice � � � \��_ DATE TIME � CITY OF ORONO caLLED IN INSPECTION NO IC SCHEDULED • � PERMIT NO. � ��`�co P�� ADDRESS � � OWNER �PFIONE NO.� �'�-��/ CONTRACTO � � DESCRIPTION �� " � W �FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL � OWNERICONTMCTOR TO MEEf YOU:_YES_NO � COMMENTS: ��5• �/��' o�? /,�vd-( Ol�c� � a � �G G�� - � t� �!1 - � 0 n � �!�/a v t!!J-� �'�. G�%r- -1� /a1 ` oa i `•�4.� o ' � .�- b��( /'�.�'a ,,.� , � Q 2 !'o v�l � �no -�tiG`S _ � �prf�� O� � O�4✓ W � � O W ❑WORK TISFACTORY:PROCEED ❑PROJECTCOMPLEfE � RRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. O PHOTO TAKEN INSPECTOR WFLL REfURN O STOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED ❑INSPECTION RE(]UIRED.CALL TO ARRANGE ACCESS. or ext inspection 24 hours in advance. (g52) 249-460� IContractor on site. a � Inspec . White Capyllnspecto�'s File Canary CopylSite Notice DATE TIME 4�� CITY OF ORONO CALLED IN INSPECTION NOTICE� -. SCHEDULED PERMIT NO. ��'�`��L� z�� COMPLEfED �15�� ADDRESS �L�6 /�� c� OWNER TELEPHONE NO. CONTRACTOR ��G C'o�5� ' � DESCRIPTION T� V�� ty ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANtCAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPIACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEEf YOU:_YES_NO c�., COMMENTS: a GY,tSec✓/�i9 � �x ' � J O � o� O � W � Q � 2 W � W � � J W �WORK SATISFACTORY:PROCEED ❑ PROJ ECT COM PLETE � ❑CORRECT WORK&PROCEED � ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED ❑INSPECT►ON REQUIRED.CALL TO ARRANGE ACCESS. Cal t inspection 24 hours in advance. (952� 249-460� Owne on or on site: Inspector. r--� � White Copyllnspector's File Canary CopylSite Notice � '� � ., pAT�� TIME CITY OF ORONO CALLED IN Li� INSPECTION NOTICE SCHEDULED ��/�-!S �� PERMIT NO. / D/.�CJ co LETED ADDRESS l OWNER ,, / LEPH NE N0.9 � �� CONTRACTOR N� � � � � � DESCRIPTION �� W ❑ 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 ❑ PROGRESS � /�INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q V❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEEf YiOU:_YES_NO � COMMENTS: � l'r�v/dG '�"KSS S��c-S �L' �CGtSs C /� /i'ir�G D�✓ �/t�"�•`� e rl SD . • 0 �P/'o d�OG Ot�e✓ �'✓4w..w. Co r �c`'E�o.�,s ' �` � �/' G•t!. ' /�. G�ose� w�i.�✓� �ac6 p or�c t.lec��tt� G��wf W rvY� �� r � � n • . QlG Y A�i�►_��oo +�o� �' . Z �,t� /4� l I ti wt�f- /'i..�cS - S/l'�. �•rt � � Gair��-- �4l! .�o/ ✓<<-e.s�c�...�.. � J d W ❑WORKSATISFACTORY:PROCEED ❑PROJECTCOMPLETE � ❑CORRECT WORK 8 PROCEED �ISSUE CERTIFICATE OF OCCUPANCY W �RRECT WORK,CALL FOR REtNSPECTION TEMPORARY BEFORE CONERING PERMANENT ❑CORRECT UNSAFE CONDITION WRHIN HOURS. ❑pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDEH POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CAIL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (952) 249-4600 OwnerfContractoronsite: ��t Inspector. White CopyAnspector's File Canary CopylSite Notke �r� < �— ' .�a T TIME '4 � CITY OF ORONO CALLED IN �L� INSPECTION N TICE��I�3�HEDULED �,�24'-/.SJ � PERMIT NO. OMP ED ADDRESS � � OWNER TE PHO�jIE a0. ��3r'� c�Z�� CONTRACTOR ' ��+��C�I ' >; DESCRIPTION � r '"' uL� ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POUR D WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y ❑ FO DATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ DON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q RAMING ❑ MECHANICAL FINAL ❑ PROGRESS � INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT v INA� ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_Y NO � COMMENTS: � W a � J O �. � O � W � � Q � 2 W � W � � j d W ORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � � ORRECT WOFK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W p ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 ho rs in advance. 2� 2 9-4600 OwnerlConVactor on site: Inspector. White Copyflnspector's File Canary CopylSite Notice �� ^ D TE TIME✓ CITY OF ORON CALLED IN � INSPECTION, T�)CE SCHEDULED � � PERMIT NO.�`r�C�G COMPLEfED ADDRESS �� OWNER � TE ONE �� 4`�l�� CONTRACTOR \ ��--�-- �� ,. -�u/l�-��' �� , �c% ,� � �. DESCRIPTI l� ❑ FO TING ❑ DEMO-FINAL ❑ PTIC FINAL Q ❑ P URED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ DON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEW HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ S IC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_ ES_NO v�i COMMENTS: � W a � J O � � O � W � Q � 2 W � W � J W WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � �� ORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. 249-4600 OwnerlContractor on site: Inspector. White Copyllnspector's Ffle Canary CopyfSite Notice V DATE TIME CPTY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. ��""�(�� COMPLETED 3'I - � ADDRESS ��'� H�(��14tii�L t�� OWNER TELEPHONE NO. CONTRACTOR � DESCRIPTION �G��'IGIt��C1� ��IJI,'�� ly ❑ 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 Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: � W a o U� � �� . � 0 � W � Q � 2 W � W � J W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT VYORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WFLL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 forthe next inspection 24 hours in advance. (g52) 249-46�� OwnerfContractor on site: , ,.�c � Inspector. �f -��=k�L�i�''� White Copyllnspector's File Canary CopylSite Notice � �X-� / •D �� TIME CITY OF ORONO �►LIED IN C INSPECTION IC SCHEDULED /.� �j PERMIT NO. ,�� MPtETED � ADDRESS OWNER EPHO E NO ^� ' � CONTRACTOR C � � DESCRIPTION �� t~N ❑ 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 �y�JNAL ❑WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATIOWREMOVAL _ v ❑ DEMO- ❑ SEPTIC INSTALL Z NTRACTOR TO ET Y�U:�YES_NO. ...� c�i� C MENT'� /e�_ �is _ L � 1 �� 7 J' '�� < 4 /. �/o v r` e S 6• /'c ` i - ry1�,t. 7 3/ �`�f-tcJ rt�fi;-�, � 0 �1S �� O� C�� O��Gr— 9t✓�fG� '' �2�h � � �;G b m� �� b � . . ° /'dv� G �'I,X.�G, v�✓ � o�� .� ' r�a// � � Q - , � �v � evtc�r �Q Ga�✓I /sr ✓f�. W �� o 5�v�,o ,�� ,�.� �� ,�•�-�- � LY�lJ.�,c�...�nt (i�,S�d-c+�rf. ,��et� e.� r.t►st �i.�0 e�t LJ•5.�� W - � GOr rtrv�c4 G�r �/ �a/ �e r�5.�6��"�a�.� d � �WORKSATISFACTORY`.PROCEED ❑PROJECT COMPLETE W O CORRECT WORK d�PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑OORRECT NfORK,CALL FOR REtNSPECTION TEMPORARY V BEFORECONERIN(3 PERMANENT ❑COFiRECT UNSAFE OONOITION WRHIN HOURS. p pHpTO TAKEN INSPECTaR WILL RETURN O STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED �pISPECTION RE(]UIRED_CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advar�e. (952) 249-4600 OwnerlContra on site: � � . Inspector: wn+a coprn��n�cor:Fl� Canary CopylSib Notfce � � 1�� y DATE TIME CITY OF ORONO cn�N INSPECTION NOTIC Q SCHEDULED �� PERMIT NO. � c t � z f�� COMPLEfED ADDRESS OWNER TELEP E NO. Lrl Z ��7 Sc/- Z�SS CONTRACTOR �� DESCRIPTION � 7 ,�/� �� I lL ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTI FINAL '�'�� Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTIO�� , 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 v ❑ DEMO-SITE ❑ PTIC INSTALL 2 OWNERICONTRACTOR TO MEEf YiOU: YES_NO c�., COMMENTS: � � a /// /,ro��ti c� ,�j�ll�r�� .�s�.c.ae•- �d o �r � �— �. o , . � ��v o� C6r�c��,rs� ,(J r�� .o ' Q — C°c-�c� �a��o r 6K s,� � � w,`c� r�,a►.:�- — � a � �C✓'�v� �i��G�? W ¢ j � O�WO�R�K�S�A�T�IS�FACTORY:PROCEED PROJECT COMPLEfE �saBBEr.-�YVORK 3 PROCEED �'16BU CERTIFICATE OF OCCUPANCY O ❑CARRECT WORK,CALL FOR REINSPECTION (� TEMPORARY V BEFORE CONERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS_ O PHOTO TAKEN INSPECTOR WIIL REfURN ❑STOP ORDER POSTED_CALL INSPECTOR �CITATION ISSUED �INSPECTION REWIRED.CALL TO ARRANGE ACCESS. Cail tor the next inspection 2a hours in advance. (952� 249-460� OwnerlContractor on site: �� Inspector: �� ti `�' White CopyllnspeetoPs File Canary CopylSite Notice � � � � � � � � LAKE AND LAND SURVEYING, INC. 1200 Centre Pointe Curve, Suite 275 Mendota Heights, Minnesota 55120 Phone: 651-776-6211 Survey Made For: S88i 52'56"W 49.85 � CNC Construction, LLC ;=;- i �'�� i �'�� i •sss.z� x�s.4s 4540 210th Lane NE �956.50 East Bethel, Mn, 55011 � �x ss�.oi •sss.sz i i . 957.09 957.96 ,_.._.._. -.._. _.._.._. _. _ .._.._.._. _. _..�r_.._.._. 9 . -.._.._. _.._.._.._.._.._.. . 5725 �,�,, - � � � ,�956.91 ' �58 Legal Description: �� 95'.zz' ' ; 956.64 ' ; •95�.48 " I �57.33 Lot 33, HIGHWOOD LAKE MINNETONKA , s-ASH , ssi.o� IBEEHIVE � 959 � � �CATCH BASIN Hennepin County, Minnesota. ----- =ssa.�z ,� ss z, 957.67 MO"BOXELDEF� •958.09 960 --------- • i -_ _;960.4' � •957.60 ` .957.69 `958.03 FIRST FLOOR=979.32 .958.57 �o'BOXELDEF� TOP OF BLOCK=��977.70 961 ----' ^`.', � .sss.as � ss�.sa ; � A �8"�OXELDER� '� � - .958.02 TOP OF BASEMENT SLAB=969.47 ss��' m '*�. 959.22 �5° 9 6 3'� m lOaBOXELDER� 962.32 m <860.9C; � 959.60 I 958.70,;96 0 _ - , •ZJ6 . 4�� `' a�'�. (/') 964"--- --� -- -- , �s58.s2 ��` ' � 120"MAPL j 6 .�7 '�962.63 ��.:�6 � 965 __------� - - ----"8sa,si '� i � � p 966 --- - 22"MAPLE�� ---- `; - 1 =rCr`y.20"MAPLE � 967 ---- s5�.at, ---1�sa.�'��.i,' 1Ri 962�51 �y � O 968 -� "� ------- ` � � S.j.�� l •966.?_3 � �,-j �69 --' � ------sss.ss -- s�o.25 i iss�. � --�' s�o.�� i ! `ss2.o = �7O ��/i'�l --- 6"MAPIE"971.71%� I 61.96 � N , � I 10`ELM I � 97�� -- 9�/2.34 972.59 �, •963.66 � �h� �'965:96 � 972'� � 973.90� 973.9� � � � � �� 95� N � Q�n ,---� 974.28 N d � •973.8�2 � '�, �96� U1 � 18"T1MN MAPL � 0974.76 � � '965 � zrs�.za, --- �, � � ----- y�a s; � •474.92 975.29 .- '-F} MAPLE �',8"BOX DE�t J g75 - ! � -� i , •s7s.ao ,�„ •s�s.so i . ._ 33 � -� � �97�47 972.51 , I 975.33 � 9�6 � �974.8j�� .;'r 976 -� I�� ^ G�� " k.` � ' 973.92 � � � �� -------_�10. 1 . , . 975.52x-- '�� 29.0 973.84 73.81 �'W� � 9 W f�1�IS7X.85�, � -- � W � PROPOSED s�a.a w000 m 9PROPOSED �� m a � H�$E.63 xp',1974.85 DECK HOUSE �� g%g 23 975.24 �� g �,Q ��97 08.80 � a C� 75.45 S C ALE `�. ------ ;; t ; • --------� � --;� 10. 975.59 I � �,�s`�a.s� ';s�s.�� o PROPO � '� ExisnNc 1 inc h = 30 f f.. � ?'� �� GARAGE � �5.50�HSTO Y ��'P^?��HD; �i �. fj�. � STUCCO ,. i:.4RAGE� �'�1 �'9�5 9 N � x 975.00� ` ? ' � 7 �x 975.35 -'-----�', g136 22.0 � 975.45 976.37 -t-----T 10 � 978.02 I'� ffe gar ffe s�s.aa 977' � i�s� a d, " ^ i � ' s�s. � �� F po�i)SEG I '�5975.16 � � N 975.34 �?'� U..itEWAY � , � � SED � J i 974 BENCHMARK: TOP OF - , RAILROAD SPIKE ��75, 976 ,� i�5"�ocus DRIVEWA i �� 974.� = 974.70 974.62 1` I � ELEV.=974.63 NAVD88 ' s�s.o3 x i � � � i � 3o"OAK •973.18 -. _. _.._.�:-..-.._.. ..- . ' 974.6 _.%..97 H. .._.,: �"_4.31. .. H�,. _.._.._ .972.30 . � _ _ 973J3 97 74.92 974.75 974.67 974.58 74.18 974.00 Y � 974.41 B17UMIN0US � HIGHWOOD ROAD ,9,382 BITUMINOUS�,997b,ba (30 FT. RIGHT-OF-WAY) •974.37 � '-�� 974.67 974.43 974.23 , x 973.61 974 974.94 974'74 DRIVEWAY � N,�TEs: N88°58'57"E 49.64 � �8E Denotes Record Lxation (3-17-15) � �77.8a Denotea Record Oev�ationa (3-17-15) ^. -xxx-Denotes Proposed Grade Contour •--- x 696.65 Denotes Proposed Spot Elevation -'�- xxx Denotes Existing Grade Contour x �oz.�e Denotes Existing Spot Elevation � Denotes Drainage Direction � � Denotes Proposed Silt Fence p Denotes Gas Meter .� p Denotes Electric Meter �,� _o,�.,_ Denotes Overhead Utility wires � 6 - c - Denotes Underground Gas Line � - w - Denotes Water Main �� -ss- Denotes Sanitary Sewer I certify that this survey, plan or report was prepared by me � Denotes Concrete Surface or under my direct supervision, and that I am o dul_y Registered � � Land Surveyor under the laws of the State of Minnesota. Q � SITE ADDRESS: 4166 Highwood Road, Orono, Mn i�L� AREA: 11,916 SQ. FT. OR 0.27 ACRES March 17, 2015 BASIS OF BEARINGS: Ramsey Co. Coord. System NAD83 Jonathan L. Foraci � Registered Land Surveyor & Registered Engineer LAKE & LAND SURVEYING. JOB N0. 2014.042 Minnesota Registration No. 16464 r� � �-�-----� a ._ ._ ..._.-.� � a...,..�....�...,��:....�...�,.�. I� � � � � � � � � LAKE AND LAND SURVEYING, INC. 1200 Centre Pointe Curve, Suite 275 Mendota Heights, Minnesota 55120 Phone: 651-776-6211 `}�� Survey Made For: 51 50 49 CNC Construction, LLC S88°50'13"W 50.1�5 �956.50 4540 210th Lane NE � 956xs2 ! East Bethel, Mn, 55011 i i•sss.as 956.71� ' 957.09 _.._.._.._.._.._.. �._�.._.��-.._..R.�..._.._.._.._.._.._ �'` ss�.zs � '� 6"MAPLE " I "�6'8 I Legal Description: a �' ' ; a•ASH ��,� B�MAPLE � � �'- ' � 959.19 � � Lot 32, HIGHWOOD LAKE MINNETONKA, A Hennepin County, Minnesota. � sss.a� �'9fii �a�,�� z � i - �� ; � ��"� m 10"COTTONWOOD � •958.57 �960.84 � .ggg,36 96 .S7� �c I m 8�BOXE�tDER •962.23 a I � � s��+P� 20"COTTON�JOOD� Z 960.96 962.65 c� FIRST FLOOR=979.73 62,9 •ss3.ss ; "' y "'' TOP OF BLOCK=977.88 " � s��qp�E � ssz.�s �� TOP OF BASEMENT SLAB=969.88 � � � 965.2i ssa.e,, is4 965.03 � 965.89 a65 _3� i 96F.13 966.06 I � .22"MAPLE �66 I �6'MAPLE I 'i�� ( � 96�65� 969.3 I 968.77 � � 971.71 36"OAK�, � 6"MAPLE-� z a p s��.asa�i.�as�z.ao� _ -y?' (/� � 933.11 , �73.05 O N ;' � � 32 i a is•rwiN � N F,O � 8"MAPLE � COTTONWOOD O N � : 974.92• O �977:20 I .975.29 � �� j9i7;72 i I ;'' � 975.50 � � s�s.3o s�s,sz ! 3 3 rri s�s.s� ; i „�976.1 � 975.5 � i r�, 3� 9�s ze. -. � � ��' ,��' i Y`^"R' � ^ i^`r ^ P N � �� o. .��Q=== ---- w 6 � 976. 29. � ' r�i - ----- � 976.78 j 975.62 975.52 � � 'wi i � 976.95'< 97�.3 t w ��, � � �a �'��-�. ��75.8? �. m " PR6PUSEu � M pR D �' oo �W�� HOUSE � 977. 7 ' ' � ' � � _ ��78.� �#�0��'� j976 0 c:+: 7 . 9 �. 977.31 0l ��. u� a 976.96 ��75.21 � � �� i i S C ALE EXISTING �� 4 ��97---- ,+�-10.6�=�i HOUSE g76.95 ,�-g�,y� � _ �� FRAMEY 9 � PR�OPOJC V ' 1 inch = 30 ft. 976.43 �GARAGC N9 .�;'��' a 'i PROPOSED 24"COTTONWOOD x g N � '�b' � �' � �' GARAGE B � L_.�JI 1� 975.60 w 5. 2A 21 10 �! x 75 36�'� --- � 1�==--- � 975.43 ; �Q+ 974.96 x 9 SM� ,,975.49 I ' , � �� o�� , 9�4.�� ll � ,o s�s PROPOSE �74.41 � DRI AY i 74.94 'r�iPROPOSED � " � , � S�CATALPPi �DRIVEWAY I 9 , �z � I I � 9'j5.03 I N ' � � 97r'J _.._.._. _.y_.._.._.._..� ._ .�.._.._..9. .. �.__.._,. .._ 974.32• H 974.75 974.45 s�a.ea974•�4 s�4.so 9�4•95 BENCHMARK: TOP OF •s�a.at HIGH�N�I�OOD ROAD7486 RAILROAD SPIKE (30 FT. R�B,�M�Nous WAY) ELEV.=974.63 NAVD88 974.15 974.86 974.96 y�4.74 N88°58'58"E 49.29 NOTES: -xxx-Denotes Proposed Grade Contour C� � �� P��zoning Pi�n R�vl�w x 696.65 Denotes Proposed Spot Elevation ` •1�'(� xxx Denotes Existing Grade Contour Sita Plen Review Oate: k� x �o2.�e Denotes Existing Spot Elevation �ppROVED � Denotes Drainage Direction �QAppqOVED WITH FEVISiGNS(se�notes) � � Denotes Proposed Silt Fence C�DENIED p Denotes Gas Meter p Denotes Electric Meter �� ' _o,,,�_ Denotes Overhead Utility wires - c - Denotes Underground Gas Line - W - Denotes Water Main -ss- Denotes Sanitary Sewer (;�,1�/�L� �� I certify that this survey, plan or report was prepared by me LAKE & LAND SURVEYING. JOB N0. 2014.042 or under my direct supervision, and that I am a duly Registered � Denotes Concrete SurfaCe �J�(; ! �. 7��-and Surveyor under the laws of the State of Minnesota. Rev December 10, 2014 SITE ADDRESS: 4174 Highwood Road, Orono, Mn �I�(pF ORO�10 ��-` Rev O�tobere2l?Zp?014 r,�,�U�-�� AREA: 11,904 SQ. FT. OR 0.27 ACRES • Rev October 20, 2014 Jonathan L. Faraci October 8, 2014 BASIS OF BEARINGS: Ramsey Co. Coord. System NAD83 Registered Land Surveyor & Registered Engineer LAKE & LAND SURVEYING. JOB N0. 2014.138 Minnesota Registration No. 16464 ��/-�,�-- O /��-8� �i 7� �z nc�v�z�. �/ .� . -� � -� � LAKE AND LAND SURVEYINCT, INC. 1200 Centre Pointe Curve, Suite 275 Mendota Heights, Minnesota 55120 Phone: 651-776-6211 Surve Made For: 588�52�56"W 49•85 I OROHO C�P� y 50 � 49 ; 48 CNC Construction, LLC •sss.z� , � 9�56.48 4540 210th Lane NE •s5s.5o �5� East Bethel, Mn, 55011 x sss.sz i i�s5�.oi � ss�.ss 957.09 �l _.._.._. _.._.._.._.._.._.._ _.._.._..-.._.._.._.._.._.. _.._.._.._. _.._�r_.._.._. i x 957.25 ��. � - - , � .�956.91 a':,�� 957.22• � Legal �eSCr'1Pt10I1: a�8 � i sss�sa i �,� i •ss�.as I �57.33 I 8"ASH I 957.07 I BEEHIVE Lot 33, HIGHWOOD LAKE MINNETONKA, �59 . . � �CATCH BASIN Hennepin County, Minnesota. '-----___'s58.'z i � i� `ss�.2' '=958.09 957.87 I�0 BOXELDEF� 960 --------__ _ . i ;�.4: � •957.60 .957.69 "`958.03 � x 958 5� 10"BOXELDEf� FIRST FLOOR=979.32 961 ----' ^�'. .959.36 � ' TOP OF BLOCK=977.47 .�.,'�--- � 957.98 ; �� A 8 BOXELDER� � TOP OF BASEMENT SLA6=969.47 96�r ' m' � ^s`ss.2z ; � - K sse.o2 z 10"BOXELDER: 963-'� ss2.32 m «960.96 � 959.60 I 958J0 960 �� a (n 964"--- --- . =ss . ai �-s5as2 . 61 120"MAPL (� 6 .�7 � _,-___ ------ ; 962.B3x� 5'3.3'6 z 965 --- - - --- ^x saa.si � ° ---- + � O � --- p 966 __---- 22"MAP[E rr �----- � 2o"MrP�E � K o � 967 ---------ss�.ai x - 9sa.e5 i �ss2!5� , 9 O � S�,� , ` � O 968 -- -'--- ---s�o.2� ' `sss.�s �6• � `T Cli r,..� `agg "� �--- sss.ss ----- --� i C� ---- 9ZoJ7 � � 962.0 " 970 � ,�'�l 6"MAP1E"_971.71 �� I 61.96 � ti ' I � 971� ---- 9�2.34 ---972.59 k 10"ELM I .963:66 ;� �966:96 � 972'��,/ 973.90. 973.9� � � f. ` N � ,173 __^-- 974.28 � a --- :9'73.8�2 � ar;� �r1 � � 18"TWIN MAPLE � 0974:76 � 966.27 'F;�' � x 974.9� 975.29 '� % 9N�.51 � f CJ� _ � 8"MAPLE -�,8"BOX DE � �;; � ---_- j �R �,s�3:ab � "- •s7s.so �_ '�;R 32 ! 33 ;�� s��4�� s�z.�, ,F;9 � a�o 97�75.33 � �'6 �974.8 � Q ';,� 34 �i �� i�� n �,°�� , 1�� i �q,p�"s�s.s2';�g�� ,;� -------_��o. �t .� �Q-�� -? � 2s.o s�3.��.si s�s.s2x-- ��W� � 2 ,a� '4r !o�a4s',r--- 975.�2= t�;J w i. PRUPOSED � ��''� 974.4 WOOD PROPOSED ^i ^�oo� o f�OUSE �'I 974.85 DECK � I �9x 6 23m �' 975.63 l: HOUSE � g ti �,, 76.80 s�5.2a 1� �,aJ, �"�d,97 0 u� a � 75.45 �~ I ��6' 7.0 � �`� S C ALE --------;; �-,0.6 G ----975.59 I 1 o-,974.97��;975J1 �� O� PROPOSE �9r 75.50EXISTING 1 inch = 30 ft. ^, � � HOUSE � `�'�ROPosEo,; �; 6 g��b ;GARAGE g�� sni°cco GARAGE� i;�1 � �375 9 N$�B� X 975.00� ` 'r 976.� 7 4�x 975.35 -,-----�;� 9 51 6 22.0 � g75.45 976.37 -t-----; 10 �. '978A2 I'� ffe gar ffe � �� 975.48 977 � ��97 4 � " � � '� 975. � � tp o0 � �� DRIVEWAY I . I 1y97�5.16 O � � N 975.34 G75 � ��SED � � BENCHMARK: TOP OF � ��, � �^�ocus DRIVEWAY i � 974.� 'n 974 � RAILROAD SPIKE � , 976 , , i � � � � � x ,�.:• 974.70 974.62 1` I � 30"OAK ELEV.=974.63 NAVD88 ; s�s.oa� � i i ` �_� ar \'� % . ■973.18 -.._.._..-.�:�._.._.._.. .. 974.61 _.._..97r'J.. ..-.,. . 74.31. .. HW.__.._.._.._ 972.30 � � •973.73 � 97 74.92 974J5 974.67 974.58 974.41 74.18 974.00 HIGHWOOD ROAD BITUMINOUS 9 7 5- •974.37 •973.82 � eiTUMiNous` •s�s,ba (30 FT. RIGHT-OF-WAY) '--� 974.67 974.43 974.23 •973.61 g 974.94 974.74 DRIVEWAY � N88°58'57"E 49.64 NOTES: -xxx-Denotes Proposed Grade Contour x 696.65 Denotes Proposed Spot Elevation Ctty of Orono xxx - Denotes Existing Grade Contour P�nm9�`��Cj �.,5 X �o2.is Denotes Existing Spot Elevotion �e p�an RevieM►�ate: � • '� � � Denotes Drainage Direction �pROVED � � � Denotes Proposed Silt Fence aqppROVED W�TH F��VISiONS(see�� p Denotes Gas Meter pDENi�D �I p Denotes Electric Meter � ,��.. � _o,�_ Denotes Overhead Utility wires �� - c - Denotes Underground Gas Line �Q - w - Denotes Water Main �� -ss- Denotes San itary Sewer ECEIVED I certify that this survey, plan or report was prepared by me � Denotes Concrete SurfaCe �i; 12 2014 or under my direct supervision, and that I om a duly Registered Land Surveyor under the laws of the State of Minnesota. SITE ADDRESS: 4166 Highwood Road, Orono, Mn ��i� Rev December 11, 2014 AREA: 11,916 SQ. FT. OR 0.27 ACRES TY OF ORONO Rev November 26, 2014 Rev October 20, 2014 BASIS OF BEARINGS: Ramsey Co. Coord. System NAD83 Jonatha�raci October 8, 2014 LAKE & LAND SURVEYING. JOB N0. 2014.042 Registered Land Surveyor & Registered Engineer Minnesota Registration No. 16464 � � � � � � � � � � � � � �� LAKE AND LAND SURVEYING, INC. 1200 Centre Pointe Curve, Suite 275 Mendota Heights, Minnesota 55120 Phone: 651-776-6211 ORONO COPY Survey Made For: S88°52'56"W 49.85 CNC Construction, LLC �JD i 49 ; 48 i •956.2� ,�6.48 4540 210th Lane NE •sss.so 9�l East Bethel, Mn, 55011 .g56.52 i ��ss�.oi 957.09 ` 957.96 . . ��_.._.._. _.._. -.._.._.._.._ _.._. _. _. -. - •957.25 ��-_'-_-_- - - - � �956.91 �r,R 957.22• � Legal Description: � - ; 956.64 ; ,;"" 1�57.33 '95'.48 Lot 33, HIGHWOOD LAKE MINNETONKA, �;s : i s-ASH i 957.07 iCATC BASIN Henne in Count Minnesota. ----- •95g.�2 P� y> � _� i� •ss7.z, �JU -- --- - � 957.87 110"BOXELDEf� ��"958.09 F • I „�.4' \ •957.60 � .957.69 '"958.03 FlRST FLOOR=979.32 x sss.s� ho"BOXELDER. 961 ----'"� . �. � � TOP OF BLOCK=977.47 �,;' `s�9.3s ss�.ss i � 8"�OXELDER� " TOP OF BASEMENT SLA8=969.47 96�'"� m r� , -i •ssa.o2 - m sss.z2 ; i 963-'� ss2.s2 m •960.96 � 95$:60 I 958.70 . ?�,(1 10"BOXELbER��" -' (� 964"---- _ "sso.ta� � ��ssa�2�,961 -- � 20"�AAP � ' 6 .�7 ,� �.� Z O 965 � --- - -�`-- --- •984.61.63 � � O pggg --- 22'�iAa�E d � _ __� i r � � 967 --_--- -- 967.61� --1-964.45 � �962�51 Q y 0 � 968 --'""- - _ ---- i 20"MAPLE I c�`Z`F' c4` � fTl 'a6g __ -'�- 969.99 ----- � `966.23 jgg", C�O �__---- s�o:2� 970 � /�'�� 6"MAPL`971Ji"�9?GJ? i 962.0 61.96 � W 97�� --'- 9�/2.34 � 972.59k� � •963:66 �qF,� <�968:98 � 972'�� 973.90. 973.9� � ✓1Q"'ELA� ?�� N � ��4 _'.�'"-- 974.28 � � - i8"BOX�LCBER �'. 96n CO Qp 18"TWIN MAPLE o � 9bfi.21 9�� • U o � `--32 .s�a.s� - -- A �� ,` � �l �,5 _ ___ �', •973.A0 x s�s.so 33 i s, �a.a� si2.s� � � � � 97�75.33 ^9�6y;� �974.8 � 34 �� ^ �G�Fi �� k�� l.973.92 , f � '� �4- ------_=-!�10. 1 .7 Q9.0 1Q.�U"' 973.g4 73.81 975.52• ��a� w W 7b 95 fi�- s�s.�z. ;�J X � PRUP05ED II�. s�a.a pooK � PROPOSED �i� oom o HOUSE � 974.85 p HOUSE ��` 975.6 $ ;"a� , �'��s o e�� a�°' �5.as SILT FENCE �' i � � '�� Q SEE DETAIL S C ALE --------;; ,�.6 p ----975.59 -, �---- ', 76.0 Q- II EXISTING o-;974.97„� � � HOUSE 1 inch = 30 ft. �� ; PR�� 75.50 �75• %1� �GARAGE 1 STORY ��ROPOSED ;� � � STUCCO GARAGE iyp'� � �75' N SLABs x a;r; � 975.004 i� 976.80 � 4�x 975.35 _ __�'' 70 � 22.0 97 . 9�e5•a5 9e6.37 T . _ l� • � 97 4 �9�8.02 �� II r 9 975.48 977 T II ^ I 41 rf PROPOSED I 975. �• �1 J J N 975.34 ��5 � DRIVEWAY � � � --- � --, � . � ,974 BENCHMARK: TOP OF �a��, 5"�ocus a.�� s�a.� RAILROAD SPIKE , 976 � �,., ��s.o3 974'�o i a 3o"OAK ELEV.=974.63 NAVD88 � ; � i ,�:, _� F '� �, i 588'47'22_W_.._.��- -.._.. .._ . .974.6 . . . .. . _.,: HW.__.._..-.._ .972.30 •973.18 98.57 �- 74.31 97 74.18 974.00 `973.73 � 74.92 974.75 974.67 974.58 974.41 BITUMINOUS 975, HIGHWOOD ROAD 97437x ,9,3.82 �., BITUMINOUS��=s�s�ba (30 FT. RIGHT-OF-WAY) --� 974.67 974.43974.23 ' .973.61 � 974 .� 974.94 974.74 DRIVEWAY �� N88°58'57"E 49.64 NOTES: ROCK CONSTRUCTION ENTRANCE -xxx-Denotes Proposed Grade Contour SEE DETAIL x 696.65 Denotes Proposed Spot Elevation -- xxx Denotes Existing Grade Contour � X �oz.,e Denotes Existing Spot Elevation � � Denotes Drainage Direction � � � Denotes Proposed Silt Fence �� p Denotes Gas Meter p Denotes Electric Meter � _o,N,.,_ Denotes Overhead Utility wires o - c - Denotes Underground Gas Line �v - W - Denotes Water Main -ss- Denotes Sanitary Sewer ECE�V'�� LAKE & LAND SURVEYING. JOB N0. 2014.042 I certify that this survey, plan or report was prepared by me t_`' ! Z t01� or under my direct supervision, and that I am o duly Registered � Denotes Concrete SurfaCe Land Surveyor under the laws of the State of Minnesota. SITE ADDRESS: 4166 Hi hwood Road, Orono, Mn ,�,,,�� Rev December 11, 2014 9 � OF ORONO .'��.� Rev November 26. 2014 AREA: 11,916 SQ. FT. OR 0.27 ACRES • Rev October 20, 2014 Jonathan L. Faraci October 8, 2014 BASIS OF BEARINGS: Ramsey Co. Coord. System NAD83 Registered Land Surveyor & Registered Engineer Minnesota Registration No. 16464 � � � � � � � � � � � � � � � �� LAKE AND LAND �URVEYING, INC. 1200 Centre Pointe Curve, Suite 275 Mendota Heights, Minnesota 55120 . Phone: 651-776-6211 - 1 . Sequence of Erosion Control Construction Activities � a) Installation of silt fence prior to any construction activity. 1MRE AIESH REINFORCEMENT �"'"°""" b) Installation of rock constructicn entrance prior to any construction activity. ENqNEERING FABRIC MET,�� ,� c) The site shall be re—vegetatecl within 48 hours of final grading. POST OR STAKE d) Install landscaping as per landscape plan with all disturbed areas having a minimum of 6 inches of topsoil. FABRIC ANCHORAGE TRENCH BACKFlLL Wlhl TAMPED NATURAL SOIL 2. Erosion and Sediment Control Measures DIREC'n�� . . , .,�.�'..::;_ AII best management practices (E3MPS) determined by the Engineer to be effective are available for use R�N� ;., ".;B.INcN,'AI�fMVJ�'. ::��{;;A,��;�;:;:�,�:. . . on the site. BMPs anticipated to be used on the Project include the following: �`�� . . - * Silt Fence * Rock Construction Entrance CONSTRUCTION OF SILT FENCE * Concrete Mixing/Washout Basins shall be offsite * Final Landscaping with Seed, Fertilizer, Topsoil or Sod * Street Sweeping 3. Inspection and Maintenance The Contractor is responsible for providing, maintaining and removing all Erosion Control BMPs, as set �o��j a forth above, which includes all materials, equipment and labor. ��QJO�,�G Owner is responsible for having tfie Contractor install, maintain and remove the BMPs as set forth above. �� so O _ �'.��.`?000 �ii,�y � Gy O , Z GEOTECHNICAL FABRIC � O j � BELOW ROCK �o� 2" OR GREATER WASHED ,°°�r, � � ROCK AGGREGATE °o�°°�,o" \ '�� o 6" MINIMUM DEPTH �oP��,�,oJ�� '� � � � � O � � �" ,� � I certify that this survey, plan or report was prepared by m� TEMPORARY ROCK CONSTRUCTION SITE ENTERANCE PAD � o � or under my direct supervision, and that I am a duly Registered z � Q Engineer and Land Surveyor under the laws of the State of Minnesota. n Rev December 11, 2014 Rev November 26, 2014 Rev October 20, 2014 Jonathan L. Faraci October 8, 2014 Registered Land Surveyor & Registered Engineer Minnesota Registration No. 16464 �D��Di ��/ �i�� -� � r . ' � � / � � � � � � � � � � � `/ � � � � LAKE AND LAND SURVEYING, INC. 1200 Centre Pointe Curve, Suite 275 Mendota Heights, Minnesota 55120 Phone: 651-776-6211 Survey Made For: Legal Description: CNC Construction, LLC Lot 33, HIGHWOOD LAKE MINNETONKA, 4540 210th Lane NE Hennepin County, Minnesota. East Bethel, MN, 55011 50 49 48 •956.27 „ 6.46 •956.50 x 957.01 •956.52 IRON PIPE 957.09 RLS 9 957.96 957-- - sss.ai "95�.zs �;� IRON PIPE 957.22• •957.48 958 _ •956.64 , x � 57.33 � 8"ASH 957.07 BEEHIVE 959 . � CATCH BASIN �--- •sse.�� .s .2t 10"BOXELDER •958.09 960 ----~- ��.4 �957.87 .957.60 .957.69 •958.03 ^ •958.5710"�ELDER 961 --� •958.36 96�.��/ m 8 90XELDER "�7.3B - - -- .958A2 , m � ^959.22 96�� 962.32 m =960.96 10"gp xEL ER 958.70 960 959.6� - •9b . 4 X �56.62N 9F)4^-- ' --- 20"MAPLE 81.67"• `- 1 ` �62.63 `i9 ___ � _ - .. _ � ._ 965 ---" __ -- �a�.si � 966 �--- i2 MAat a - ssa.ss - � 967 -' sei.ai, -- 20"MAP!_E�962 1 � �,o , 9 6 8 �"� _ -_ _ x s 5.,z3., `'� � � 969 --' sss.ss ---- - -� �9�0:2s � � . 5`. � �� x 97� �/ �'^ 6"MAPLE'_971.T1 "�9�0:7f� 962A 61.96 / 971� �-� 9�12.34 _972.59x� •963.66 �;,� $56.96 ` g72�� 973.90 973.9�10"ELM �`3 '�� -`- 974.28 % •973.&2 -�q ' 16"TWIN MAPLE g74.76 , 965 �a�`} sss.z � =974:92 975.29, �„P�E 973.51� '66 � 8"BOXELDER .q�3.A� �F 7 y/5 v� .975.50 ��;R � 974.47 972.51 .s�5.33 '�� 33 � 0 9��034 , =97� 5 .973.92 976.56 �n �76J6 StiED 9q6.17 � BLOCK Z 973.84 73.81 975.52• � �x � RETAINING m A �in WALL 97,ZF.95 975J2• �z 74.4 WOOD e 8'BOXELDER 7fi 5 975.63 , 974•BS DECK g fe ga 975.24 �. 9��3 W 976.60 975.45 � io A 975.5�1 S C ALE , � EXISTING "..;;;':� �74.97, g�� HOUSE N EHO SE 1 inch = 30 ft. ' p�^� 975.71 �FRAMEY 975.59 975.50� STORY � 975.9 76.38 97�5.45 STUCCO � �a �t; 975.00� � x 75.35 - � , 975.09 g75.45 976.37 � 975.43 975.36 7 . g75.03 ffe gar ffe 975.48 Y 975.4 � ;", 75.15% 975.17 /� . •975.48 N 975.17 "0 9 8 975.16 975.17 - 975.34. �5"LOCUST � g�y,pg 75.06`975.341 975 975.28. D 975.97-' WELL _ -, � BENCHMARK: TOP OF 975 s"�ocusT � s�a.s� 974 RAILROAD SPIKE ,�� 974•7� y74. 974.70 30"OAK l� ELEV.=974.63 NAVD88 • 3 �462 � wc a \y, GRA L 974.61 IRON PIP •g72,3p \� �. HW ___ 4.31 \ 74.92 974.75 974.67 974.58 .41 74.18 974.00 "973J3 � 975 HIGHWOOD ROAD x9743761TUMINOUS97382 BITUMINOU •s�s a (30 FT. RIGHT-OF-WAY) 974.67 974.43 974.23 - .973.61 ,�-� 974.94 974.74 DRIVEWAY NOTES: City of 4rono Denotes 12 Inch Common Spike set with Planning &Zoning Plan Review ' � � washer stamped RLS 16464 or as noted. Site Pla Review Date: � � Denotes Iron Monument found � size, type, & R.L.S. as noted. . PPROVED � x s�a.s2 Denotes Existing Spot Elevation O APPROVED WITH FEVISIGNS(ses notes) � -��s Denotes Existing Contour ❑DENIED � o Denotes Gas Meter � o Denotes Electric Meter Staff:__,__ -- -ow►�- Denotes Overhead Utillty WireS �(,�.��d I certify that this survey, plan or report was prepared by me or under my direct supervision, and that I am a duly Registered � Denotes COnCrete SurfaCe �tC � 2 2014 Land Surveyor under the laws of the State of Minnesota. SITE ADDRESS: 4166 Hi hwood Road> Orono, MN Revised December 11, 2014 g Revised November 26, 2014 AREA: 11,916 SQ. FT. OR 0.27 ACRES �T(pF ORONO ' May 8, 2014 BASIS OF BEARINGS: Ramsey Co. Coord. System NAD83 Jonathan L. Faraci Registered Land Surveyor & Registered Engineer LAKE & LAND SURVEYING. JOB N0. 2014.042 Minnesota Registration No. 16464 4�� N► hWoo�► Rd- 20�� 01 ZL3O