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Home My WebLink About2016-01015 - new structure , CITY OF ORONO * 2 0 1 s - 0 1 0 1 5 * 2750 KELLEY PARKWAY DATE ISSUED: 10/18/2016 ` ORONO,MN 55356- (952)249-4600 FAX: (952)249-4616 ADDRESS : 1122 LOMA LINDA AVE PIN : 08-117-23-23-0026 LEGAL DESC : LOMA LINDA : LOT 000 BLOCK 000 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 600,000.00 NOTE: SEPARATE PERMITS REQUIRED: PLUMBING,MECHANICAL,FIREPLACE,SEWER CONNECTION,ELECTRICAL(STATE) SEE: BUILDER ACKNOWLEDGEMENT FORM AND INITIAL APPLICANT PERMIT FEE SCHEDULE 4,154.92 STATE SURCHARGE(VALUATION) 300.00 DOVETAIL RENOVATIONS INC. S.A.C. 2,485.00 3503 HENNEPIN AVE.S. MINNEAPOLIS,MN 5540& TOTAL 6,939.92 (612)377-3071 Payment(s) Minnesota State License#:BUIL-20099046 CREDIT CARD 7459 6,939.92 OW1�iER G&G Holding Co.Ltd. ARONSON,MARTHA 2021 HUMBOLDT AVE S MINNEAPOLIS,MN 55405- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be perfortned according to the approved plans and specifications,applicable City approvals,and the State Building Code. This pertnit is for only the work described and does not grant permission for additional or related work which requires separate pertnits. 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 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time aRer work has commenced. The applicant is responsible for assuring all requ'ved inspections are requested in conformance with the State Building Code.This pertnit may be revoked at any time for due cause. /9%/ ^nC�� C<�I�-� I �i i�1�11� o , , Applicant Permitee Signature Date Issued By Signature Date � ��t�/ ��' ��-a t�o � �J 7, �02-� � ��lc�� rr��t A��ic�t�a� / �'c�r ��r ��r�ct�res �r �.c��c��s Mailing Address: � "�`- Q,�r PO Box 66 Permit number: �f�-�j�� VQ Crystal Bay, MN 55323-0066 Date received: _��(,) Streef Address:' Received by: y ,� 2750 Kelley Parkway �-,� /_ f `� �` Orono, MN 55356 L-� '�/ � U lan review fee: � ` , . ,c�, , �kESH�� Main: 952-249-4600 �-��''� Total Fee:C Fax: 952-249-4616 www.ci.orono.mn.us S This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Pfease print) GENERAL INFORMATION: Job Site Address: �1�.a�,�,�,�;,� �..,e,�,�,�; �`� .t_ Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes �] No If yes,a specral event permit is required with Police Department and City Council approval 60 days prior fo the event. Shuttle bus service will be requrred unless applicant demonstrates sufficient on-site parking is avaifable. Non-permitted events will not b�allowed. CONTRACTOR/APPLI ANT INFORMATIQN: Name: hC'_� 1C\!,��-!ae � �... State License# r e-; ; 4%��;f:�-i�, Expiration Date: . -��3 r I% Phone: cell "��_ �,�-�j -•C7� C.' � office � d�-`��f-� -�,6�'�-. Mailing Address: 'y� � ��,�� '� \ � �ycZ �. Cit : ` y�" Z�p. �� V Contact Person: � �' �Y rR1��r Qc;� Applicant is: Contractor / Homeowner (CircleOne) Email and/or Fax: �G,�n�'�'� _�.�,-,��cx't� C� � '��4� �� ,r! � ^�i�-� PROPERTY OWNER INFORMATI N: Name: � �=�s' Hc �i'n� L.-l� �-,��, Phone (day): �,�a_. �cj` _ ��..�� Address: -� b� .�rr��ct �d�. 3C� :-� City: (� 1 Email and/or Fax V��. , p � ZIP: �j'��U� �rc�.�,a��^� �� ay..�a.��1 L : Cs;��n--, ARCHITECT/ ENGINEER INFORII(IATION: Name: ��c..h�G�l�a �.t\Y''`�-� �r'�'�►�'�`�� Phone (day): �_,��. �� ~�.�� Address: �,��:�, �.-•J 2 -t" '_ �� . Cit : �i 1 � ZIP: ��'1�� Email and/or Fax: �.,,��\� ��, ��e,,��3�,� ��,�� ARCHITECT/ ENGINEER INFORMATION: Name: Phone (day): Address: _ City: Z�p• Email and/or Fax: i PROJECT INFORMATION: Description of project: ��-�: � 1.Type of Project 2. Proposed Use 3. Structure Type 4. Sewage Disposal& Water Supply ew Construction �Single Family with ❑ Accessory Bldg./Garage ❑Addition attached garage ❑ Deck ❑ Accessory Building ❑ Sin le Famil with �ublic Sewer ❑ Relocation g y ❑ Office/Commercial detached garage -�.Residence ❑ Other: (specify) ❑ Multi le Famil /Condo ❑ Septic P y ❑ Retaining Wall(s) (Compliance certificate ❑ Public 4-feet or greater may be required) *i`Any earth movement may require ❑ Commercial ❑ Storage MCWD review& permits. ❑ Industrial ❑Warehouse ❑ Public Water Minnehaha Creek Watershed District(MCWD) ❑ Other: (specify) ❑ Other(specify) 15320 Minnetonka Blvd;Minnetonka,MN 55345 rivate Well Phone: 952-471-0590 / Fax: 952-471-0682 www.m innehahacreek.orQ Estimated Construction Valuation (excluding land) $ STRUCTURE II�FORIR�/�T60P�: � 1. Structure Dimensions 1. Structure Dimensions (continued) � � y a. Length (ft.)= �'}� Number of bedrooms= -.� 2. Occupancy: _ �.-- �� j .-;�F b.Width(ft.)= �` Number of garage stalls: 3. Occupant Load: Areas in square feet Attached = c�. c. Basement= E �� Detached = 4. Type of Construcion: -�� d. 151 Story = �3 f'" nd a � � ,�r e. 2 Story= � � 5. Code Edition: G.�� /�/�� f. '/�Story = g.Total Area= ,�� REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed A plicable � ❑ Buildin Permit Escrow A reement and Fees fl ❑ Plan Review Fee �- ❑ Com leted A lication Form �Q ❑ Pro osed Buildin Plans-2 full size sets,to scale and 1 reduced 11 x 17 or 8'/z x 11 set �- ❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements 'E7- ❑ Surve -2 full size,to scale meetin ALL surve requirements "8 ❑ Hardcover Calculations � -�7- 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 � ❑ Landsca e Plan � �• Stormwater Pollution Prevention Plan SW PPP ❑ ❑ 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 tc 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 eithe private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject o the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Ou purpose and intended use of this information is to annually update our records and records of other govemmental agencie: 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 th� Certificate of Occupancy is requested, a femporary Certificate of Occupancy may be issued upon receipt of a $10,001 escrow to ensure completion of the as-built survey and all site improvements. ApplicanYs Signature: - ""'r- Date: f3 .2.,� .2n "� Owner's Signature: Date: �Z � PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: � � �Z- �1'VIGL �� "1/� Permit No.: ��D - O [0 (�_ Description of work: _ (v (/�I1� S��, Date Rec'd: g'z-3 '� (O Septic review by: °�- Y�►iM� 'y�� 'Q Uat`Approved e��`�C • Zoning review by: � Date Approved: 'L " Building review by: Date Approved: � Grading review by:_ tt/ Date Approved:_ �D,�Q /�L_ Zoning District: �"' � Zoning File#: Reso#: Reso Date: � � Zoning: Lot Area: �� S /AC Width: Lot Coverage: �° � SF ��% Survey Submitted: Yes � � No Date of Survey: �'1.2• �� Revised date(?): Landscape plan submitted? 0 Yes �1'No Landscaper: f Pro osed Setbacks: Sj �� 35 �o Front(�� Rear(Str ( N S E W ) ( N S E W Other Buildings Wetland Si� Side " ° �- � ' N�u.uL 4�' l�' � (� � � �cre�'J'� {��", ,�� ;�, ,wi _ r'��` ?�,r � i._ Defined Height: �-'��L Peak Height: fee - • ; , r, Perimet (lin ar feet) = 0% . belo gra �� as ent? � No, tories FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION: r��"�'�^^��.,^^�•��'-...�-`---posed Slab at or above grade- - � r^� �)and measure from hiahest existino � �� START WITH ra ade to the highesi point of�he '}l /,"(��(� �� roof even if fill was broughTin to l v' � � elevate home. �:�'� J �^� ' �� d, � Slab below g"rade-measure �. tance from high�st existing grade to the � =roof hi hest oint of the roof. �'�ding If you have a... /� ]�� /� � %� �5�� SUBTRACTION ' GABLE OR HIPPED ROOF �G C�(J V � V th (BASED ON (no windows): Subtract half + tance ROOF TYP )' the distance between the � ,FT highest point of the roof to f the the low point of the � corres ondin p g gable or hipped roof � � _ / � S t • GABLE OR HIPPED ROOF ,� ^ ,�� /�.��,� ��/ (with windows): Subtract �(� � �� C l••- half the distance between � V the top of the highest _ ^� , window and the highest � (rl �� ess). point of the roof ! �,J ,� • ALL OTHER ROOF TYPES / (flat,mansard,etc):No / /� Definedbbu Iding height / �� EQUALS � Updated: May 2016 z:\forms\plan review checklist 5-2016.docx o�^` V��, verage Lakeshore Setback Shoreland District MCWD Permit � ` Met? Bluff - Yes � No Permit Number: I� , � Yes � No �A � Ye No � N/A–see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required circie one % and sf % and sf �,� � �ji� � Yes No 0 Yes o 1 2 3 4 5 Type(s): Type(s): zgz5 sf� Fees to be Char ed YES NO Permit Plan Review State Surcharge U— Investigation Fee SAC–Number of SAC Units Other (specify) Square Foota e $ per Square Foota e Basement X = $ 1 St Floor X = $ 2nd Floo� X = $ Garage X = $ � Estimated Construction Value: $ � ' e ��(� Orono Inspections Required Work Requiring Separate Permits ooting 0 Site �Plumbing � Grading/Filling Poured Wall l�,Silt Fence/Erosion Control `S[ Mechanical � Fire �C.,Foundation Survey � Hardcover Removal �� Fireplace 0 Water Connection � Framing 0 Other(specify) � Masonry �Sewer Connection Waterproofing/Drain tile �Mfg. � Lawn Irrigation Foundation Waterproofing � Other(specify) � Landscaping Framing Insulation As-Built Survey �Final Lathe Required State Permits 0 Other(specify) � Well Electrical REMARKS (in-house): OFFICIAL REMARKS-TO BE NOTED ON PERMIT AND INITIALLED: �See Builder Acknowledgement Form 0 Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. Updated: May 2016 z:\forms\plan review checklist 5-2016.docx 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 req uested. 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. 1 '11�i��G'L- li�'i�h,E'f�� K('Ur,�;�'� First Middle Last F �U�� H►� e�� .�- �c��- Address 1 � 1 �� '�j��,�U a �;�� -' ��4� ..'j5�)j City State Zip Phone I understand y rights s stated above. �- Signature Packet Last Updated: August 2015 Page 7 , � 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 �' � c� 2�� j Plan Review Fee Paid � . . aL�t,�°�` ��..Q� � � �,� -�o Signed Escrow Agreement & Escrow Payment � Plans (to scale) x2 �� PS�� `" Certificate of Survey (to scale) showing the proposed project & ��° �� meeting all requirements x2 �j,�� `� �C� ' U�``� ._�� —, 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 regarding this project. Signed bY� ��i�� 'l�S ��'V��1 � ��.r�,oC�vrti�(��. Address: ��3 [T�- {1dlv��;inJ �v�. �� p �S � �� 0� Permit #: �,�j � �� —� I 0 I� W:\Applications,license or Permit Applications\Zoning Applications\Permit Appfication Completeness Checklist 2015.docx � Builder Acknowledgement Form Permit #2016-01015 / 1122 Loma Linda Ave Builder Representative Name: k bh�'� ' � `C�kar i� 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 �m 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\loma linda ave\1122\builder acknowledgement form 2016-01015.docx � ��vs'�r'h�`�a��.l , � AUti Z 3 2016 City of Orono �-°�a Hardcover Caiculation Worksheet CITY OF ORONO Property Address: 1122 Loma Linda Drive (our survey 160373) y�, �,�' Prepared by: Thomas M. BLoom P.L.S. No. 42379 Date: 8/22/2016 �?R�sHo�`t Stormwater Quality Overlay District Tier: (Circfe one) Tier 1 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. ey o Survey Hardcover Item (Describe) Length x Width Total (Square Feet) (Example) Gara e (24'x 30') (720j S.F. A Tras Enc osure 89 S.F. B Bit Roa 198 S.F. C S.F. D S.F. E S.F. F S.F. G S.F. H S.F. I S.F. 1 S.F. K S.F. L S.F. M S.F. N S.F. 0 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. 1 Total Existin Hardcover 287 S.F. Excludable Hardcover See Ci Code Sec 78-1684 Bit Road for public use 198 S.F. S.F. S.F. S.F. .F. 2 Total Excludable Hardcover 198 S.F. 3 Net Existin Hardcover 89 S.F. 4 Total Lot Area 14 000 S.F. Existing Hardcover Percentage[(3)/(4)] 0.64% . . ��dEIVEp AD VANCE SUR VEYING & ENGINEERING CO. ��'!� � 3 2�16 I hereby certify that this report was prepared by me or under my direct supervision a�.T.,� �� ORON� that I am a licensed professional land surveyor under the laws of the State of Minneso a. ��,�-m,a�, �. ��o-�-m Thomas M. Bloom P.L.S. No. 42379 Step 2: PROPOSED 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. ey o Survey Hardcover Item (Describe) Length x Width Total (Square Feet) (Example) Gara e (24'x 30') (720) S.F. A House Structura Har cover 1,237 S.F. B Driveway 1,005 S.F. C Screen Porch Steps 330 S.F. D Front Porc Steps 66 S.F. E Si ewa Steps 142 S.F. F Retaining Wa s 105 S.F. G Tras Enc osure 45 S.F. H Existing Bit. Roa 198 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. 1 Total Pro osed Hardcover 3 128 S.F. Excludable Hardcover See Ci Code Sec 78-1684 Existing Bit Road for public use 198 S.F. Retaining Walls 105 S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover 303 S.F. 3 Net Pro osed Hardcover Subtract line 2 from line 1 2 825 S.F. 4 Total Lot Area 14 000 S.F. Proposed Hardcover Percentage[(3)/(4)] 20.18% • �' � �°��IVED V AD VANCE SUR VEYING � ENGINEERING CO. ��'�� ' � �Q�6 I hereby certify that this report was prepared by me or under my direct supervision a��,.� �� OR�N(� that I am a licensed professional land surveyor under the laws of the State of Minneso a. ��,o-rn,a✓�, �. ��o-o-rrz Thomas M. Bloom P.L.S. No. 42379 Step 2: PROPOSED 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. ey o Survey Hardcover Item (Describe) Length x Width Total (Square Feet) (Example) Gara e (24'x 30') (720) S.F. A House Structural Hardcover 1,237 S.F. B Driveway 1,005 S.F. C Screen Porch Steps 330 S.F. D Front Porc Steps 66 S.F. E Sidewalk Steps 142 S.F. F Retaining Wa s 105 S.F. G Trash Enclosure 45 S.F. H Existing Bit. Roa 198 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. 1 Total Pro osed Hardcover 3 128 S.F. Excludable Hardcover See Cit Code Sec 78-1684 Existing Bit Road for public use 198 S.F. Retaining Walls 105 S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover 303 S.F. 3 Net Pro osed Hardcover Subtract line 2 from line 1 2 825 S.F. (4) Total Lot Area 14 000 S.F. 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N ; - : : , O ' ''' _ : , . : : : : : - ._ : . : : : 0 �� ` O : : : I, . � M : : s : : M M , : : : : : . . : . � � �€ - . ; . : : � : : � - .,. € _ � � ��j lj� � ��E �� bl�. � �� , �� (�!l�� !�'- � 7 Q'l G" -��v v�'I cY,� r'e cN �Iod'c h - t�',' �� ,�v��U��.,� �- n.� ,�,� �'� 2�f- ��.5" � � -� r 1��:� �'� ��: � .� �, . , � � �- �"o� �-� � �r �� ,� �ssa�, .� ,� >�e� �/�a�s n a �Gr��r��?� ,� �`�l��(� c�., � Christine Mattson From: Christine Mattson Sent: Thursday, September 08, 2016 1:56 PM To: 'ebbie@dovetailrenovation.com' Cc: 'dra@epiqpartnersllc.com';Josh Rinke(josh@advsur.com); Roger Peitso Subject: 1122 Loma Linda Avenue/#2016-01015 Attachments: letter.pdf Ebbie, Attached is a copy of the letter being mailed today. Don't hesitate to contact us if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono � MN I 55356(physical address) PO Box 66 I Crystal Bay I MN I 55323-0066(mailing addressJ '� 952.249.4620 I 8 952.249.4616 �cmattson@ci.orono.mn.us � �l www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Friday, November 11,2016 Thursday& Friday, November 24&25,2016 1 September 8,2016 1122 Loma Linda Avenue Page 2 of 2 3. Minnehaha Creek Watershed District (MCWD). Your project may trigger the Minnehaha Creek Watershed District's (MCWDs) permitting requirements; please contact the MCWD directly at 952-471-0590 regarding your project. Please note,the City of Orono will not issue a building permit without a copy of the MCWD permit or documentation stating the proposed project does not trigger any of their permitting requirements. 4. Separate City Permits Required for: a. Sewer and water connection Please note that since the original cabin, razed in 1973,was never connected to city sewer a Sewer Availability Charge (SAC)will be due at the time the permit is issued. The SACfee is determined by the Metropolitan Council Environmental Services(MCES),collected by the City and passed onto the MCES. The 2016 SAC fee is$2,485. Feel free to contact me at 952.249.4620 or by email at cmattson@ci.orono.mn.us if you have any questions on the above requirements. Sincerely, CITY OF ORONO �� {1�V(J Christine Mattson Planning Assistant c via email Ebbie Makarios G &G Holding Joshua Rinke with Advance Surveying Roger Peitso, Building Official . �p� � C ITY OF ORONO y � Street Address: Mailing Address: Telephone(952)249-4600 �, Gti 2750 Kelley Parkway P.O.Box 66 Fax (952)249-4616 �,q �, Orono,MN 55356 Crystal Bay,MN 55323 www.ci.orono.mn.us kESH�� September 8,2016 Ebbie Makarios Dovetaii Renovations, Inc. 3503 Hennepin Ave S Minneapolis, MN 55408 Re: Building Permit Application#2016-01015 1122 Loma Linda Avenue On August 23, 2016 the City received a buiiding permit application for a new single family home at 1122 Loma Linda Avenue. Staff conducted a preliminary review based on the information provided and recommends the following items be submitted or revised in order for your application to be considered complete and for the plan review to continue: 1. Certificate of Survey. Our engineer has reviewed the survey and has the following comments: a. The top and bottom of elevations must be shown on all retaining walls. Please have the surveyor show the elevations and submit two full-size copies for our review. b. There is a retaining wall that is proposed over 4'and a design has been submitted;however the design submitted is not signed by a license engineer. Please submit a signed set of plans. c. The new driveway is depicted connecting to the existing driveway within the undeveloped right-of- way(noted on the survey as the "service road").The property at 1140 Loma Linda Ave is also owned by G&G Holding Co. It is our understanding that the driveway within the"service road"is maintained by G&G Holding Co.as it functions as the driveway for that residence. A maintenance agreement for the maintenance and upkeep of that shared driveway within the"service road"should be developed. Once a document has been created and recorded against both properties,please provide the City with copies for our records. d. The drainage plan appears to direct sur-face and hardcover runoff East towards the shared driveway and then down the driveway to the North. We recommend the plan be altered to ensure runoff is prevented from crossing the eastern property line until it reaches the culvert in the Northeast corner of the property to preserve the shared driveway. e. Top of Foundation. The top of foundation elevation is noted on the survey. Please have the surveyor show the point or spot where the top of foundation elevation is in reference to on the foundation perimeter. Please note,we expect the location to be consistent when submitting the foundation as- built survey. 2. Landscape Plan. Prior to the issuance of the building permit a landscape plan must be submitted showin�all the proposed exterior/landscaping improvements,i.e.patios,grading,sidewalks,retaining walls,etc. The plan should include the name of the individual perForming the work. Any proposed patios, grading, sidewalks, retaining walls shown on the landscape plan should also be reflected on the survey. Christine Mattson From: Adam Edwards Sent: Friday,August 26,2016 3:25 PM To: Christine Mattson; Roger Peitso Subject: RE: 1122 Loma Linda Ave/#2016-01015 Chris, I've reviewed the subject plan and offer the following comments. 1. The top and bottom elevations of retaining walls should be called out per the city survey standards. 2. Retaining walls over 4 feet must have a design signed by a licensed engineer. The design is included with the packet but it is not signed by a licensed engineer. 3. The driveway is depicted connecting to the existing"service road". I believe the service road is maintained by the property owner at 1140 Loma Linda as it has functioned as the driveway for that residence. The two properties should develop some kind of agreement on the maintenance and upkeep of that surface as they will now share it. 4. The drainage plan appears to direct surface and hard cover run off east toward the service road and then down the service road to the north. The plan should be altered to ensure runoff is prevented from crossing the eastern property line until it reaches the culvert in the northeast corner of the property. Adam From:Christine Mattson Sent:Thursday,August 25,2016 9:07 AM To:Adam Edwards<aedwards@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us> Subject: 1122 Loma Linda Ave/#2016-01015 We received a building permit application for a new single family home at 1122 Loma Linda Ave. Please review and provide comments. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono � MN I 55356(physica/addressJ PO Box 66 � Crystal Bay � MN 0 55323-0066(mailing address) '� 952.249.4620 I 8 952.249.4616 � cmattson@ci.orono.mn.us I � www.ci.orono.mn.us Summer Office Hours: (Monday, May 23 throuqh Friday,September 2,2016) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am 1 , � , z � � �r � H � � Vz �n Y �: ,,, RECEIVED � �N �'� = y � AUG 232016 � �`° � a �; X � �, � � �� CITY OF ORONO � � � � � N , r � � '� ��s�n a t�/) N .�s'�� : � � N = N � M = � NF— f � , � � � , � � ,,.,��y�,,��i ,�r .�"� fi � ;, o: ; �� .�� `� ` " J A�:" � ' > c�G ..�' o ;��r Q c� C� d � � s� ; ��v � `�� c ca .S Z � � : �� 2V o � a, � J O � ,,� ,�� N O � � `� �� '�'� �'�� (� � ° otS � � � � �� „ � . � ��v�� "`� '�."r.=' !� -^"�°�� '.�"�' �'�� -� �. r . �� . , �. & ��* Y ' �_� r � � . -� ---�� PROJECTPHASE: PertnR Set PROJECT NUMBER: 16-024 G & G H O L D I N G CO. L.P. COTTAG E ISSUEDATE: August 22,2016 1122 Loma Linda Avenue Orono, MN 55364 , CONTACTS . Owner: Architect: Builder: Luella and Stanley Goldberg Rehkamp Larson Architects Inc. Dovetail Renovation Inc. 7019 Tupa Drive 2732 West 43rd Street 3503 Hennepin Avenue South Minneapolis,MN 55439 Minneapolis,MN 55410 Minneapolis,MN 55408 c.952250.4657 t.612.285.7275 t.612.377.3071 luellagg@aol.com Contacts: Contacts: oanwri er: Ellen Goldberg Luger and Eric Luger Mark Larson,AIA Doug Tanner ML,LJ c.612.839.6423 mark@rehkamplarson.com doug@dovetailrenovation.com Ealuger@gmail.com Ebbie Makarios ebbie(a�dovetailrenovation.com Martha Goldberg Aronson and Dan Aronson �O 0 c.612.817.6272 Martha.aronsonl @gmail.com COVER r Y T � #. , ^`. � �° t, �'� , � � � , ��,�, �;r� h� ��, �' ��`^ � ,� �� :., �� ;,� :� � �� ' � � � � '�'�v� ��,�. �� d�� , 3 ,' ��` �' � �� „ � r • , „� r �# , �� , �� 7 e ,sy , , - a ,,: . �;-: .�.�.,, .�.:. , —, .< .:,. .� �x. �,,. �... ,, �: y'; i�I, °b i� ' k 71� �� at Y r* ,�r�y: x �.�r,.':� :i � t4 4.� f4..y yi' j.. r ...: ...��.�..,; y� 3 f�t`<n I"!t k{�� §'�,.� �'ti��%"�'')y.'��i i �� i 1 hN"�1� 4� ��" a �� „�, � � r �a�i;i �`�� t,�'� �� _`'�:. a � a� ``� i�� r}�y, t �E :�A�P�.. §_ ,� . . . �y y �' • q.�' "�� `E � � b �O�r y � �� . � r�� x= � � Q o D � � g � , Z 9 � G &G Holding Co. 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C � ZC �DENOTE3'4'ZX BRG.STUDS H 1 O STRINXGERS� � �� c 18'W/HGRS. _ _ Q � O 8 X 8 POST.ACE6 CAP3. =V � C H10 F neu�ansE.�vr�cu � J p STRUCTURALDESIGNBY- a•coNc.suswiaReena�za•o.c. (uNExCavn7ED N O WnYCN7RD&oowELEOTOFND.w 4 FRONTPOftCH MECH& ERIC M.BUNKERS�P.E. POUROVERYT5PSIRIGIDINSUTA . � AB�yE� STORAGE I I § � r BUNKERS&ASSOCIATES,LLC LINE INSIDE FACE OF DCTERIOR o. � �� _ _ � (, STRUCTURAL ENGINEERS W��woF+a��ovL�w�c� e. � 2X8� 8'W/ I I (651}366-2853 — — �ra�• 2X8LEDGERW/2-ROWSt X 4'SIF�TITEN SCREWS� � — _ — — — — — — — _ _ — MAIN FLOOR FRAMING NOTES O.C.W1212'EDGE DISTANCES J� 1' ' BOLTED TO CONC.WALL 1 PROJECT PHASE: 25 0 LBS 1. SEE ATTACHED STRUCTURAL NOTES FOR MORE INFORMATION. COMNECT FIRST 2- BOTH BEAM ENDS.HSS Pe�� 2. ATTACH ALL FLOOR TRUSS ENDS TO SILL PLATE WITH 2-SIMPSON TRUSSES W/2-LS50 CLIPS e X 3 X 7N COLUMN WI � WI ID LO D UP ENDWALL BLOCKING,SEE � LS50 CLIPS EACH END. EA TO SILL PUTE HERE. 1/Y TOP PLATE W p�pN pphS.7yP��q�, PR0.IECT NUMBER: 3. USE 3l4'T8G PLYWOOD FLOOR SHEATHING,SEE SiitUCTURAL NOTES BOLTED OR WELDED. FOR NAILING. — �• �6-024 4. PROVIDE MINIMUM 2-2X8 TRIMMER STU0.S AND 1-2X6 KING STUD ~ W M H UNLESS NOTED. v — g ST G — — — ISSUE DATE 5. BLOCK SOLID BELOW ALL POSTS TO FOUNDATION. I( t9 8. LOCATE GIRDERS AS SHOVYN. — _ AuguSt 22,2016 7. MARK3 THUS,'Y,INDICATE NUMBER OF BEARING STIAS REQUIRED. �� IF NUMBER NOT SHOWN,PROVIDE MINIMUM OF 2 STUDS(3'BEARING �� LENGTH),FULL WIDTH OF BEAMhiEADERJGIRDER TRUSS MUST BE — SUPPORTED. 8. INTERIOR BEARIN(i STUD WALLS TO BE 2X8 AT 16'O.C. — — — — 9. PROVIDE BOLTED 2X T�PIATES WITH 3I8"DIAMEiFR BOLTS AT 32' OC TO TOP FLANGES AT SlEEL BEAMS.BLOCK WEB FULL HEIGHT � AND WIDTH AND BOLT TO WEB WITH 2-ROWS 3/8'BOLTS 24'OC. 10. PROVIDE 2X12 TREATED SILL PLAiE YVITM GALVANIZED 1/2'X1Y ANCHOR BOLTS AT 48'OC WITH 1/8'XY GALVANIZED WASHER3 �� SUGH7LV CRUSHING PLATE.BOTH CONC.LAYERS. SHOWER 6 TOILET DRNN � 11. PROVIDE PULL HEIGHT 2X8 TOP AND BOTTOM BLOCKS WITH 1/2' COORDINA7E NrtTFi STRUCTURE PLYWOOD GUSSET AT 2FT.00 GLUED AND NAILED TO WALL SILL � PLATE,RIM,SUBROOR udD TRUSS CHORDS IN FIRST 3 TRUSS SPACES WIiH GLUE AND 4-18D NAILS EACH END AT ALL ENDWALLS. 12. ATTACH EXTERIOR WALL SOLE PLATES WITH 5-16D NAILS PER Ff. 13. USE TRIPLE 21NC COA7ED FASTENERS AND HANGERS FOR GREEN TREATED MEMBERS. 14. IF MI0.CHORD BEARING ROOR TRUSSES,SHIM BOTTOM CHORD TIGHT TO FOUNDATION WALL. 15. VERIFY FIREPLACE WEIGHT AND HEARiH WITH ENGII�ER AND TRUSS suP�.�eR. MAIN LEVEL FRAMING PLAN NO DRAWNBY: ii. 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MARKS THU3,'2',INDICATE NUMBER OF BEARING STUDS REQUIRED.IF - � ^, NUMBER NOT SHOWN,PROVIDE MINIMUM OF 2 STUDS(3'BEARING MAS ER � � LENGTH),FULL tMDTH OF BEAMIHEADER/GIRDER TRUSS MUST BE � BA H I—h $ 4 � SUPPORTED. � 10. EXTEND PLYWOOD WALL SHEATHING UP FACE OF TRUSS HEEL AND NNL � TO TRUSSES.STOP SHORT FOR VENTING AS REQUIRED. 11. EXTERIOR S'fUD WALLS TO BE 2X8 AT 18'O.C. H2 H2 H10 4 � 12. NOTCH WALL PLATES AND LET IN NEW WALL PLATES ATALL � INTERSECTINCa WALLS AND NAIL ATTACH FIRST STUD TO EXISTING WITH t/4'X4'S0.S SCREWS AT 1G OC. 13. ATTACH ENDWALL LADDER FLOOR TRUSS BOTTOM CHORD TO WALL SCREWS�18'O.C.TO STUD3.2 X 8 BEVEL CUT PLATES WfTH 4-16 0 NPJLS PER FT. BLOCKING BTWN.TRUSS ENDS,WUL TO WALL 14. PROVIDE FULL HEIGHT 2X8 TOP AND BOTTOM BLOCKS WIiH 1!2' S7UDS 8 TRUSSES 8 NNL ROOF SHEA7HING. PLYWOOD GUSSET AT 3FT.00 GLUED AND NPJLED TO WALL TOP PLATES, RIM,SUBFLOOR,AND FIRST TRUSS CHOR0.S WITH GLUE AND 4-18 9 DRAWN BY: NAILS EACH END AT ALL ENDWALLS. 15. VERIFY TUB WEIGHT WITH TRUSS MANUFACTURER. EB�w 16. VERIFY IF ANY ZERO-CLEAR4NCE SHOWERS WITH TRUSS MANUFACTURER UPPER LEVEL FRAMING PLAN NO 1 va--ra-nnza,aa ,�a••r.o-on„x» oZ4 8 12 S UPPER LEVEL FRAMING PLAN +► � + -� �- .,�. 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I � � I I � I � I � I � I � m -------------------------------------------------J Z O � � � z � � � � n � � G & G Holding Co. L.P. REHKAMP LARSON ARCHITECTS INC. z o o { � � N ; ;� � Cotta ge 2 7 3 2 W e s t 4 3 r d S t r e e t, M p l s, M N 5 5 4 1 0 �� , ` � A � x !° 1122 Loma Linda Avenue Tel. 612-285-7275 Fax. 612-285-7274 Z � Orono, MN 55364 �J —� � p TIME CI'TY OF ORONO cnLLED IN /d'�� INSPECTION NO CE ��O` Heuu�Eo /!S-�r� /:3C� PERMR NO. COMPLETED ADDRESS �l �� 01NNER PHONE �l�-�� .� CONTRA�=T�� '�`J � DESCRIPTION �5�� y ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLIN(i 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 � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP 41 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATIOWREMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWN�UCOKTRACTOR TO MEET YOU:_YE8._NO � COMMENT� � G��G � � — o �- rr�✓�� J�6 v�a� r�•� .Q �' � S�� c�t c� �ls D�o�� 4/ve.r� — � �, 0 W � Q � W W � � J W ❑VMORK SATISFACTORY:PROCEED O PROJECT COMPLETE � ��,�ORRECT WORK 8 PROCEED �ISSUE CERTIFIC/1TE OF OOCUPMNCY O p ppqq�'f WpF�(,CALL FOR REINSPECTION TBiAPOFiAfiY V BEFORE CdVEF�N(i PEqMANENT ❑�CTUNSAFECANDITIONWITFpN HOURS• ❑PHOTOTAKEN INSPECTOR WILL RETURN ❑qTATIOH ISSUED D 8TOP ORDER P08TED.CALL INSPECTOR �INSPECTION REQUIRED.C/1LL TO ARRANOE ACCESS. r next 24 hours in ad�►anoe. (952) 249-4600 . ctor on site: Inspector: �`"' WMb CuPYn��tor's FlI� C�n�ry CopylSib Notiw � - � � � DATE TIME � CITY OF ORONO CALLED IN //�f/� INSPECTION I�„OTIC SCHEDULED �/—aa- 3�� PERMIT NO. � ��/ COMPLEfED ADDRESS �a� ��- OWNER TELEPHONE NO � COI�TRACTOR �� 0 �-� �` ~� `' DESCRIPTION �u�"`-� �� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL �OURED 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 � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL � ❑ DEMO-SITE ❑ SEPT�C INSTALL 2 OWNENCONTRACTOR TO MEET YOU:_YES_NO c� COMMEN'T'S: � — 4 ��ibar — det �,��rl�r t�c4 o .�,��_��' �a�wrs �4 d,� � ,,0�4 r" �. ° � 0 � W � Q � 2 � W � � J 4�j ❑WORK SATISFACTORY:PFiOCEED ❑ PROJECT COMPLETE � �CORRECT W'ORK a PROCEED O ISSUE CERTIFICATE OF OCCUWINCY 00 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COHERINO PERMANENT ❑(�RRECTUNSAFECONDITIONWITHIN HWRS. p p�{OTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED �STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call tor the next inspection 24 hours in advance. (952) 249-480� OwnerlContractor on site: Insp� �'�-- 7� White CopyAnspecto�'s Ffla C�nary Copyl3lfs Notiee �-- N�� y� CITY OF ORONO CALLED IN �G��l �Io TIME INSPECTION��_ O/i'1/G,�HEDUIED �G'a�� `�� PERMR NO._ ��'-JCO LETED � ADDRESS �l � � ��Z �f_ _��`��G�� OWNER - L ONE NO. ��-��6I CONTRACTOR -S � � DESCRIPTION ��-(�C� -�`� � ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL 2 ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION 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 2 OWNERICOPfTMCTOR TO MEET WU:_YES_NO y COMMENTS: W � � �✓Gsio✓� C'D�I�oL /�✓�o�/�� - O -S'i��"�+« f- /'��i/G� /015 � _��✓l tG•/L ��✓O �/f o�t� GD✓1 S�. � ---- �O W � Q � W � W � j �4{��'�IY9R�*FISFACTORY:PROCEED ❑PROJECT COMPLEfE W ❑CORRECT YMORK a PROCEED ❑ISSUE CEATIFICATE OF OCCUWINCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COA/ERINO PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN NOURS. p pHOTO TAKEN INSPECTOR WFLL RETIJRN ❑STOP ORDER POSTED.CALL INSPECTOR ��TATION ISSUED ❑INSPECTION REW IRED.CALL TO ARRANGE ACCESS. Call for the next inspectfon 24 hours in advanoe. (952) 249-4600 OwnerlContractor on site: Inspector: - �-•- VYhits CopYAnsPecto�'s FII� C�nary CoprlSit�Noffea ��/ p�E TIMIE � CITY OF ORONO caLLED IN �� INSPECTION TIC SCHEDULED �� s-/ — I� � PERMR NO. � COMPLETED c�� ADDRESS l � ��- ��--- OWNER �ELEPHONE NOr�sl'� Z`�� CONTRACTOR t�� DESCRIPTION y �OOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAVlGRADING/FILLIN(3 Q ❑ FOUNDATION WATERPROOF ❑ PLUM8ING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP 41 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATIOWREMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OMIN�NTRACTOR TO MEET Y�U:_Y6S_NO � COMMENT� 4 �' ✓ � w�vc� �; o " -��s - .�c� ,!� ��yi � -� r�d� �o��- ��-? , ° - , �.i•�C ' �l, /'c�6.c� � _ , Q rcwcsr.�• L�� ieQr� ��G -�t G►�>v Z ,o►�io r � ,Oou��t - � Gor ✓Q�-� O +� � �a��_ W aC , W O WORK SATISFACTORY`.PROCEED ❑PROJECT COMPLETE ��`pHgEGL111�pKarPROCEED ❑ISSUE CERTIRCATE OF OCCl1PY1NCY O CORRECT YMORK,CAIL FOR REINSPECTION TEMPOR/1RIf V BEFORE COVERINa PERWIANENT ❑CpqqEC'T UNSAFE CONDI'TION YYITHIN HOURS. p pHpTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECT�t ❑�TATION ISSUED ❑INSPECTION REWIRED_CALL TO ARRAN(iE ACCESS. CaN tor the next inspectfon 24 hours in advanoe. (95Z) 249-4600 on site: Inspeator: Whib CuPY�nspectors FlN Gn�ry CopylSiN NoNa `�" �. � DATE TIME Y � CITY c�F ORONO CALLED IN r MSPECTION NOTI E �� scHenuLED �N PERMtT NO. COMPLETED ADDRESS �/�� L- L`��i�. OWNER TELEPHONE NO. `-"��7�Z/ CONTRACTOR _ � ��7/ '' DESCRIPTION `' �. C� T� ��'�/��,� 4�j ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL /1//� Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADINa�/FILLING �Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION i ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � Q INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNERlCOKTRACTOR TO MEET Y�OU:_YES_NO � COMMENTS: � N W -�� 'r -zr�� • S �_��— 0 � � — � y� � �i/'J�.-1 ^�-r r.�e 0` '� Q -- �/ .Cl" ,�o o ,,� 2 — �v�.��. ` �,.� f v' s �--- � � � � � � �K SATISFACTORY`.PFiOCEED ❑PRW ECT COMPLEfE W J�J`60RRECT WORK b PROCEED O ISSUE CERTIFlCATE OF OCtX1PANCY OO ❑CORRECT VYORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CONERIN(3 PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN H��• ❑p�{OTO TAKEN INSPECTOR WILL REfURN ❑qTAT10N ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REWIRED.CALL TO ARRANGE ACCESS. Call for the next Mspection 24 hours in advance. (952) 249-4600 OwnerlContractqr o�site: ��spector:._{3�-'�� ' WMte CoPYMapector's FIN C�n�ry CopylBib Notla �� ✓��:%i� DATE TIME CITY OF ORONO CA�LED IN � �— INSPECTION NOTICE SCHEDULED '7� PERMIT NO.��- D`��5 COMPLETED ADDRESS u 22 �C1E'Y1F� � / G'lC�� -��. OWNER TELEPHONE NO. ��-�� T u�l CONTRACTOR ��_�l�e-�-� I I � , � DESCRIPTION — LL� � � t� ❑ 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 � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ PTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:�YES_NO «� COMMENTS: � ; a �Y- � . � � j � a 7" �o �' - R r' d�-1. O _ /� . � � ( �� i 7!�'�'�n r� ��J� ��.�:1,� C ��/I-�./� � �+ O , � �1 U S ; .-�v ,OS r�� ,� I G �c.✓n W —' � Q / � . 2 / f e W � �G' n C� I � j W WORKSATISFACTOHY:PROCEED ❑ PROJECT COMPLEfE w ❑ RRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS_ p pHOTOTAKEN INSPECTOR WlLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-460� OwnerlContractor on sjte: Inspector: �� - , White Copyllnspector's Ffle Cenary CopylSfte Notice � l� �,� � C DATE TIME CITY OF ORONO LED IN INSPECTION NOT CE �i ��EDULED __��j'(��vU PERMIT NO. COMPLETED ADDRESS � ► ? � L- �'�� —.I�( � �'''� OWNER TELEPHONE NO.�� Z�"��cS� CONfTRACTOR � � ��`�Q! � � DESCRIPTION ��"1�' � � ��/� �.D 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 ❑ 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 2 OMINERICOI�fTMCTOR TO MEET Y�11:�YES_NO v�i COMMENTS: W 5 t�w� WQ !�( d�( �/� a� �tr�s��i�- � o �oa ✓�e� Co�C rGve �,�]�. �� . 1�-G��,.._ yl�� — � 0 Q �� r � W � W aC , � K SATiSFACTORY:PROCEED ❑ PROJECT COMPLETE ❑CORRECT W'ORK 8 PROCEED O ISSUE CEFiTIFICATE OF OCCUPIINCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMIPORARY V BEFORE CONERINO PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN H��- ❑pF{pT0 TAKEN INSPECTOR YV{LL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on sit�: Inspector: �'`� White CopYAnsPsctor's FII� C�nary CopYISIN Hoties ��>`-k \`'� �' DATE TIME fTY OF ORONO � � cnLLED IN �_ INSPECTION NOTICE scHEDULED s�� F�"j� �, PERMR NO.1��= �'" � C' COMPLETED ADDRESS � ( L- L-- � ��'�Y'1 f�� j��j Ik .-�u-2 OWNER TELEPHONE NO. tl��Z 2��7��I CONTRACTOR �� DESCRIPTION �-�-f� s L-� r Ck.`�(�y' �P��J ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FIL'I G �j ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL � ❑ DEMO-SITE ❑ S TIC INSTALL ? OWNEWCONTRACTOR TO M��YES_NO � COMMENTS: � � �.S > � '.7-. � j O � � / � v�l /'�C� C O � � � �P,Pi �, � � � r � � • �H J W � � � �G G� ,_,.G/� �-G r'--� .� � � KSATISFACTORY:PROCEED ❑ PRWECTCOMPLEfE W RRECT WORK�PROCEED ❑ISSUE CERTIFlCATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CONERIN(i PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pH0T0 TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for U�e next inspectfon 24 hours in advance. (952) 249-4600 OwneNContractor on it . Inspector:��, WMte CopYMnspsctor's Fila Cenary CopylSit�NoUn � � � TIME ✓ C� DATE CITY OF ORONO CALLED IN INSPECTION NOT'� C SCHEDULED �� 7 � PERMR NO. �� 'G�� COMPLETED ADDRESS (� ��_ � <_'� y � t� l (y'rI�1 �� OWNER TELEPHONE NO. �-�"' � Z- -�`�q�� CONTRACTOR �� '��y{'� 1 � DESCRIPTION �c��;Y� l {,C(%C�CG��. fi"�;� � ❑ 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 ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ S PTIC INSTALL 2 OWNERICONTAACTOR TO MEEf Y'OU:�YES_NO «� COMMENT5: � � � ' Gp �.,,` ` `� _'i � � � �`�/' � ( �-�J O ` 4 V P� �--�/ .� � � W � 2 � � W � W � j W RKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑ RRECT WORK d�PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY V BEFORE COMERING PERMANENT �CORRECTUNSAFECOND�TIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REWIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-46�� OMrnerlContractor on s'te: Inspector: 1-� b � White CopyAnspector's File Cenary CopylSfte Notics �� DATE TIME " C O ORONO cnLLED IN INSPECTION N� TIC ��i�r_l.��- SCHEDULED __�' t _� � ' �� PERMIT NO. V� COMPLETED ADDRESS ` t�- C��m� L..i h�C• OWNER TELEPH NE � ��7 CONTRACTOR � �� DESCRIPTION �� / 1y ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC F � ❑ 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 ❑ 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 ❑ PTIC INSTALL 2 OWNERICONTRACT�R TO MEET YiOU: YES_NO � COMMENTS: — � ' ,�f./��.�� r�/2��i�',� �b� �r�S' Y�� — �'�,'/��,��—� �✓rs�� ' G� o dP� ,�,�.�J� � _/ � � r '�',' •- � �O _ Q - ,�,;1/��-�� '„,;-�C � �� ra�i� Q.� Z �.Y7P/Y�/ 1n.(�/��6rv � ` -��s-ib S Tn l-' ��i��G/c �4� STis.� ��( o�/�r j ��7 /^af/F�s 1 Tln�/Ji/ �117.t/.��i ��/ /:'.iHA2�/��T W ❑WORK SATISFACTORY:PFiOCEED ❑PROJECT COMPLETE � O CORRECT WORK 3 PROCEED ❑ISSUE CERTIFlCATE OF OCCUPANCY �(�RRECT W'ORK,CALL FOR REINSPECTION TEMPORARY BEFORE CONERINO PERMANENT ❑CORRECT UNSAFE CONDITION WRHIN HOURS. p pHpTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �pTATION ISSUED �INSPECTION REWIRED.CALL TO ARRANGE ACCESS. Catl for the next tnspectbn 24 hours in advance. (952) 249-4600 OwnerlContractor on sRe: Inspector: �7q��G- Whib CopyAnapecta's Flb Can�ry Cop�rll8lt�Notid .---)67 i • r✓ a•TE TIME CITY OF ORONO CALLED IN O INSPECTION NO4T�1,9SCHEDULED Aft7ff 3:r1-6 PERMIT NO. , .U/ b/62- COMPLETED ADDRESS ii, A 46Yk _ k__ILix- OWNER _ ' TELEPHONE NO. /' 'A1 -9 CONTRACTOR ("ve.-1.PF >`. DESCRIPTION j1-4/CILC f LC • lU ❑ FOOTING ❑ DEMO-FINAL 0 SEPTIC FINAL ct ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ LATHE ❑ MECHANICAL RI 0 SITE INSPECTION Q ❑ FRAMING El MECHANICAL FINAL ❑ RATED WALLS • ❑ INSULATION ❑ WOOD BURNER/FIREPLACE 0 COMPLAINT Q FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL ❑ DEMO-SITE ❑ SEPTIC INSTALL /1,�. •_� (�� £ :S- ...!Z OWNERICONTRACTOR TO MEET YOU:_YES NO r�k Lbf 1-,. ev�_ 9 COMMENTS: & ;ec, Af� -G -�S—o?6 -17 s�j itI PfDps�1c q/':lc a4/e, Ott pov'c,a $ e�pf Ara.ib i,orhie veeL OA uP cc fbfb4147/., d A. 1...L, SAV e$ ' ht444.3- ° 6, Co ae V- e o5e, lb roe tKstiG• -eat Q <Aces e�6-Erbr' a.a A i , 6) Po-f50-o .es - be.. GG- si c/c7 -- loft fir- 4/ v-e%i-y /6.(ISCe/'# '( Ia. -r c,a @� ve�(cs- 44,44, cc eOre_ec'6' ca (( 4,. re, 'r4%o< a W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE rtW ❑CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY O ElCORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN CI ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED A1,tl$PG2TION REQUIRED.CALL TO ARRANGE ACCESS. r Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: '4 k e_ Inspector. ? . k-- White Copy/Inspector's File Canary Copy/Site Notice . ?1orUwrn11me «� Customer 0 V"e- 6I l -e R - ti) OVA MIll Address ( 1 2l- L 011^64 L' t 'Adei 411 -e City Or 0 14-0 Date '2 - 6 - 0 I -7 ACH@50 1 r 3 (Must be 3 or less to pass code) (Air Changes per Hour at 50 Pascals pressure differential) Cubic feet of conditioned space 21 1 v I CFM @ 50 44 `T 6 Signature of tester /2_,7 il.--------- Brian Hendrickson 320-221-2273 brianehendrickson@gmail.com ,„yu f. =P��, _ CERTIFIED -1 BPI _ PROFESSIONAL o;'f4l ' /\P a)17\1 f n, DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED LOUD — PERMIT NO. lc0 10� COMPLETED ADDRESS I I ZZ 1--M0c-- LA Rakou OWNER TELEPHONE NO. CONTRACTOR EDESCRIPTION -3U t 1� Sur c3 Z V\l - I i 0 FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL 3 ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP Lir ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ❑ DEMO-SITE 0 SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS: ? Q —V S1 - z cww&Qints 0 „ (pLcur4 Q5e f, �i ��uhps qi Ca of en�s , W t� e- 14/ zc'4 evve W 0 0 WORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE 0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY C ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 on site: inspector: White CepylInspectors FIN Canary CopylSRe Notice Christine Mattson From: Adam Edwards Sent: Monday, January 29, 2018 9:46 AM To: Christine Mattson Cc: Roger Peitso; David Goman Subject: RE: 1122 Loma Linda Ave/#2016-01015 Chris, The as-built appears to conform to the intent of the approved plan. An inspector should conduct a site visit and confirm the following: 1.The survey accurately depicts conditions on the ground. 2.The site is stabilized to the point the any remaining erosion control can be removed. 3.The area/ditch way within the CITY ROW has been fully restored and stabilized. (will have Stormwater Supervisor also take a look once things thaw out) DJ- Please take look at the ditch ways and other structures along this drainage way. This property was putting a lot of silt and sediment into the system last spring. (Task 15038) Adam From:Christine Mattson Sent:Thursday,January 25, 2018 4:12 PM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc: Roger Peitso <rpeitso@ci.orono.mn.us> Subject: 1122 Loma Linda Ave/#2016-01015 Adam, We received an as-built survey for 1122 Loma Linda Avenue. I noted the driveway is in a different location and is wider than 20' at the ROW. Also the hardcover calculations worksheets doesn't match the survey. Please review and provide comments. Thank you. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway € Orono I MN 155356(physical address) PO Box 66 Crystal Bay I MN 155323-0066 (mailing address) Si 952.249.4620 g 952.249.4616 cmattson@ci.orono.mn.us { www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm 1 City of Orono Hardcover Calculation Worksheet I,r Property Address: 1122 Loma Linda Drive (our survey 171008) \!11 /„. Prepared by: Thomas M. BLoom P.L.S. No. 42379 Date: 1/25/2018 ikfsu Stormwater Quality Overlay District Tier: (Circle one) Tier 1 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. Key to Survey Hardcover Item (Describe) Length x Width Total (Square Feet) (Example) (Garage) (24' x 30') (720) S.F. A ✓ House 1,237 S.F. B ✓ Trash Enclosure 89 S.F. C ✓Deck 45 S.F. D ✓ Gravel Surfaces 1,621 S.F. E ✓ Concrete surfaces 59 S.F. F ✓ Porch 299 S.F. G Service Road 198 S.F. H Ret. Wall 29 S.F. 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. ✓ S.F. W S.F. X S.F. Y S.F. Z S.F. (1) Total Existing Hardcover 3,577 S.F. Excludable Hardcover(See City Code Sec 78-1684) 'Service Road 198 S.F. Ret. Wall 29 S.F. S.F. S.F. S.F. (2) Total Excludable Hardcover 227 S.F. (3) Net Existing Hardcover 3,350 S.F. (4) Total Lot Area 14,000 S.F. Existing Hardcover Percentage [(3)/(4)] RECEIVED 23.93% JAN 2 Lcm'44 LINO- 614-• loi(o - 61015 CITY OF ORONO fa S_ Sui iNtrdt Niue' Ca l t ri l OLh`Pcvt,A / uuiIke!/III 944.6 Top of man S S S X S S 941.0 S X 94 / , / x/9431 / W �A� ' Approx. location of I - / / X 9404 ,-Edge 1,,t bit. road /I sanitar sewer servibe 947.6 )( / / N / 944,3 (2p / r t4~,i.M.P - �� 946---1/ N 90 Q0 00" E / - / / 9 �94 .4/ (� / 940.3 _ , o 945.3 F--__- /� x99.997-1 / �. ; ��. 939.5 IFad copped iron ] f / ,F ---7:91,1:.____X, /j 0 X`41.8 9. �� 941 ! w I X 43.1 \ X 941.4 H.-a...7- - - �-_j4= -, - 943-,\ - X941.3 110 Os \ �4S I �� X 94 .5 // T i X .9'4-5.41-,`` \ \„..,(1, 10 10 1 \ ' -,--X-945,9-- " 7 - -i®94 .7 \ I �y 1 9 1 _ - - , N�- - -\� 46 t \ ,\ // 1 ``Iig. 1 \ ) , 11 9473 i \�T948.� I 1943.1 \ � n r1�, X (/ �X 948.51 _ - _ -1-1 1 1 I i ) // \ / I� �� t- 950.1 'I 49.2 \ I I 43 �' s 1 / \,, 950.9 �� P�1.._ �\ 47.61 J / .\� / lV --" a I / Q� 94 .0 l I/951J / 1 J� �( 946.0 / / J 95 e /`9/ p I S� \,// g \ / \ I , O O X 9 iL6 I X,�7�g52' \ -L 46 ♦ <944 2.7 // \� \ C O y� � 952.6 ---X-'. N 5 •51) `�1 / 945,0?°r T 41* 0, Q 952.0 9.5 n / i/� 0 // X 944.3 \ \4y I Q ' 95? ° `0-O\ Ct - 2� 1' \ I t6.5 I952.583 0 0� I / ' X 9 341,5 1 941.2 + \ m� h1 < �, 953.0 - `�do°r w t ,\ //, Pic,Ntli4 \_954 cs+� $44.8 " \94N.7 rn O Oji X955 946,0 J 9 ''j( E74,1St`ngg n `‘ 945.5 946.1 I \X ( 941.7 y�y X 1 <955.4 If6 PiOn j / '94 5.0 /i -*`' et Wail\ \' I 1 a"�1 1 O� r!' 947.1 949.0 \ i,D�I (t(. t I �J J 56.9 0 • • \ 946. 956 INC 2 -iEJ`50,1 81 O I I I ,) \ 5? ? I ee - )50, II� `.\-\'' I -Vi X 95, >•1` � Sof h 95 3 1 ' ° ' 1 w or �I \ s .o s& \ I X o N '\( P e. I 1 t COI '\10 • -;---- ---- --- ,, 956.2 p 52. s ` \ 956.7 \ r �, o 06, \X 9518.9 `, 1955 '' ` �l I4� 1xi 942. o l 1�' I J Vi I �C \ X 96\0.6 i0 \ ll^ \\ ` / �\ �'ry 1 1 I . \ �`\�s� 56.3 �/ 9h� /� `I' 95q,1 /, i t I (4 E) \ v' \X 955.4? A �\_ 19,,,,,_ - Q. 1 O� APr T_ I �' 3s � t \ � I l�{ -1.. .Hr `P,' ' 9y,1 1 I I k 8l4 I Y � � X q�r.i� w \ t0 'I I 94',5 O - /i 19 8.3 955.71- •1 •� I 1 i \ (\97.7 Vl N 4II - - � j I ' I I `,I XI94i51 1 O I 91 8011 01 / 1 1 1 �C 94711 11 I I 42,6 L - - -� . 4 1 � 947 4 �� - - - - 954 - PO 0 I X 90.6 \ \ 11 94243,0 0`900000 W X 45,4\ X 0.0 \ X 943.7 Screen Porch ti) .0 I I LL Lomot- Unb,- Flvc. 2010 - 01015 PrS- �Ui I� SUNP� 4 RECEIVED JAN 2 J 2010 CITY OF ORONO LEGAL DESCRIPTION: Lots 17 and 18 except that part of said Lot 17 which lies south of the westerly extension of the north line of Lot 13 and east of a line 30 feet west of, measured at a right angle to, and parallel with the west line of said Lot 13, ALSO that part of the adjoining vacated service road which lies west of said line 30 feet west of the west line of Lot 13, and east of the southerly extension of the west line of said Lot 18, all in "LOMA LINDA". LOT AREA. 14,000 SF SCOPE OF WORK & LIMITATIONS: 1. Showing the length and direction of boundary lines of the legal description listed above. The scope of our services does not include determining what you own, which is a legal matter. Please check the legal description with your records or consult with competent legal counsel, if necessary, to make sure that it is correct and that any matters of record, such as easements, that you wish to be included on the survey have been shown. 2. Showing the location of observed existing improvements we deem necessary for the survey. 3. Setting survey markers or verifying existing survey markers to establish the corners of the property. 4. Showing elevations on the site at selected locations to give some indication of the topography of the site. We have also provided a benchmark for your use in determining elevations for construction on this site. The elevations shown relate only to the benchmark provided on this survey. Use that benchmark and check at least one other feature shown on the survey when determining other elevations for use on this site or before beginning construction. 5. While we show a proposed location for this home or addition, we are not as familiar with your proposed plans as you, your architect, or the builder are. Review our proposed location of the improvements and proposed yard grades carefully to verify that they match your plans before construction begins. Also, we are not as familiar with local codes and minimum requirements as the local building and zoning officials in this community are. Be sure to show this survey to said officials, or any other officials that may have jurisdiction over the proposed improvements and obtain their approvals before beginning construction or planning improvements to the property. 8. While we show the building setback lines per the City of Orono web site, we suggest you show this survey to the appropriate city officials to be sure that the setback lines are shown correctly. Do this BEFORE you use this survey to design anything for this site. STANDARD SYMBOLS & CONVENTIONS: "9" Denotes iron survey marker, set, unless otherwise noted. GRADING & EROSION CONTROL NOTES: BEFORE DEMOLITION AND GRADING BEGIN Install silt fence/bio roll around the perimeter of the construction area. Sediment control measures must remain in place until final stabilization has been established and then shall be removed. Sediment controls may be removed to accommodate short term construction activity but must be replaced before the next rain. A temporary rock construction entrance shall be established at each access point to the site and a 6 inch layer of 1 to 2 inch rock extending at least 50 feet from the street into the site and shall be underlain with permeable geotextile fabric. The entrance shall be maintained during construction by top dressing or washing to prevent tracking or flow of sediments onto public streets, walks or alleys. Potential entrances that are not so protected shall be closed by fencing to prevent unprotected exit from the site. DURING CONSTRUCTION: When dirt stockpiles have been created, a double row of silt fence shall be placed to prevent escape of sediment laden runoff and if the piles or other disturbed areas are to remain in place for more than 14 days, they shall be seeded with Minnesota Department of Transportation Seed Mixture 22-111 at 100 lb/acre followed by covering with spray mulch. A dumpster shall be placed on the site for prompt disposal of construction debris. These dumpsters shall be serviced regularly to prevent overflowing and blowing onto adjacent properties. Disposal of solid wastes from the site shall in accordance with Minnesota Pollution Control Agency requirements. A separate container shall be placed for disposal of hazardous waste. Hazardous wastes shall be disposed of in accordance with MPCA requirements. Concrete truck washout shall be in the plastic lined ditch and dispose of washings as solid waste. Sediment control devices shall be regularly inspected and after major rainfall events and shall be cleaned and repaired as necessary to provide downstream protection. LECEIVio EXISTING COATObR FYISTING SPOT ELEEY.4TION PROPOSER CONTOUR PROPOSE') ELFV,AT10)V1 POT FLE'Y,4TI01V PR4IN.4GE' ,4M0Av - FLOF SILT .FL1VCL11STR4F LOGS EXISTING TREE RLjVOY.4L DATE REVISION DESCRIPTION 9-9-16 PER CITY COMMENTS ---- 925 ---- X 924.2 9,25 9,25.5 SF X Streets and other public ways shall be inspected daily and if litter or soils has been deposited it shall promptly be removed. If necessary, vehicles, that have mud on their wheels, shall be cleaned before exiting the site in the rock entrance areas. Moisture shall be applied to disturbed areas to control dust as needed. Portable toilet facilities shall be placed on site for use by workers and shall be properly maintained. If it becomes necessary to pump the excavation during construction, pump discharge shall be into the stockpile areas so that the double silt fence around these areas can filter the water before it leaves the site. Temporary erosion control shall be installed no later than 14 days after the site is first disturbed and shall consist of broadcast seeding with Minnesota Department of Transportation Seed Mixture 22-111 at 100 lb/acre followed by covering with spray mulch. SITE WORK COMPLETION: When final grading has been completed but before placement of seed or sod an "as built" survey shall be done per City of Orono requirements to insure that grading was properly done. When any remedial grading has been completed, sod or seeding shall be completed including any erosion control blankets for steep areas. When turf is established, silt fence and inlet protection and other erosion control devices shall be disposed of and adjacent streets, alleys and walks shall be cleaned as needed to deliver a site that is erosion resistant and clean. DRAWING ORIENTATION & SCALE N 0 20 40 .FO17jV.I�14Tf01Y & j?ET14bV1yV0 #21.1 EX EV,4TI0jVS j0ET411 (I "-,20 ) 947.6 TB 945.1 BW 9428 78 942.280 98t3 13� 45.3 IV g 33 011 9 5• '(6 o v.�, 95�g 6 gVl > `' used o 55. 9 1OF > .� 955•x' 942.8 7Y 941.8 8W, •18 9Ay 0 952.00 BVl eb9• 955 0 9 �2. TOF= TOP OF FOUNDA 77ON (ELEVA 77ONS ARE PER ARCHITECTS GUIDANCE) CLIENT NAME / JOB ADDRESS G t& O HOLDING u'0. L.P. 1122 LO.MA LINDA AVE ORONO, MN / 941.1 I X 9407 /1�1-Benchmork: Top of m4nhole 941.0 S S 94X S / S// 941.0 S S V I X 948, �- X943.1 W X 940.4 ----- - - Approx. location of / �Edge�of bit. road r sonitor sewer ser*-- 1 947.6 (n / 944.3 9 2.8 /- 14' C.M.rrP N90 .00001P.00001PE / 9 9. 94 A_/ Vi �� 9403 r \ / 945. -- - - _-99.99--- / 9395 - - - r Fore d C40ped #on / 941 , rl - X941 7 941.3 I ` r t0 Vi t - Pr sed Drainage 71--A d o �' 'A h -Proposed dralnoge to be Utl/!t asements _ - _ �, I Q ` - - - _ _ _ _ _ I t directed along west side of 10 \ , - - - - _ _ _ - service road to existing culvert. I \ % 9441X\__:/ 1 .' \ I - _ \ \ \ X 942.4 Silt -�` -vv �� \ \ \ \ 947 Fence ence I ' \ \ \ _I _ r I- �, \ \ \ I mo• SF` Sl'yam- cf; IF k 1p 10 � Q f `` "'".\ 44.7 4 steps -7 \ Wolk ; -Prop. 5 0\_ �u Prop.Ors4j, -Well \ i - - t i 6 r -bet. Wol/ -Porch ¢. I 2 7 , \-- , o 0o PROPOSED ELEVATIONS \ � �Tw/n 10 Tree 952`8�� n 4 - -_ - .. - o 1 C \\ \� X X 9�L6 5 s `, L��.9479 ° \ a Q _I, -instal! Rock FIRST FLOOR = 956.00 ' ` I 0 �� a �� \o I - t Construction TOP OF FOUNDATION = *955.50 �K '/��' �,` `.°�� .'•J� -Q 41.5 941. 941.0 Entrance Per Notes BASEMENT FLOOR = 945.32 ►4.94 .7�, O \ /SJ°Se �' °oQ MAX I GARAGE FLOOR = 945.32 {oP Q`.c� , t r tees 1 o� 41.7 �\ -�Ret.WolJ�� Tr QaI l *TOP OF FOUNDATION VARIES. REFER \` \ \ \ ',> �f 3 \ TO ARCHITECTURAL PLANS. \ 9s6.y I ' s j �� , 6 Tre rn YO \ \ \ \ 1 I '' k 0 09 J� s0. � 3 �y\ I __J 6Nl 90i I g .7 Qo ti l 1 5G {cern � I � ; "t+95,2 D � \ \ 956,3 12' v%e�?- - \ 1 (-�et. W0111 1 � 1942. 42. Steps, � rl � X 960.6 , 10 '� .,��`�, � p -'S '� � � �,,, I s;it -�, I Ij ,� \ City of Orono \ iso I ` ��• 9560 , \ �enc� t I I �, ? Planning &Zoning Plan Review ' ��i t Existing Dwelling -� 10 Site Plan Review Date: ..ir (e ` e��ro d Drainage aid - �_ aseients. 93'Z�S �i ( APPROVED 961.E ( ae t v) I I I 1 \ ' I ° 8" ree o� � I I' I ❑ APPROVED WITH r:EVISIONS (see notes) / 10 94 .5 0DENIED --� T , i- X94 .S 54. , - Staff: 9 8.0 / ��`'71 + j 10 Tr�e i ` 42.6 9 ' 37- i r�0.00�- - ' 94 54 X 950 \ \\ \ �` \ 943.0 I + 9 5.5 � \ X 945.� 94\ \X 943, � i • Screen Porch Zzz CITY OF ORONO \ Ot v 4 SITE PLAN W eff APPROVED _GRADING PLAN n 0 APPROVED WITH REVISIONS D DISAPPROVED BY DATE 20 I Found 1/2- - Advance Surveying & Engineering, Co. 5300 South Hwy. No 101 Minnetonka, Minnesota 55345 Phone (952) 474-7964 Web: www.advsur.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL CIVIL ENGINEER UNDER THE LAWS OF THE STATE OF MM%SOTA. August 22, 2016 DATE DATE SURVEYED: MAY 31, 2016 DATE DRAFTED: AUGUST 22, 2016 _ 1900, y ouse [11 lr rT T1T1 r oRowo C01 PROPOSED SURVEY DRAWING NUMBER 160748 JR SHEET NO. S1 SHEET 1 OF 1 JILZ WY"- U AV- KEeEIV 90 ZOIC - 01015 zoj� NtW qaw-,-- CITE` OF ORONO I i I i 941,1 ! X 940,7 C / , Ben chm drk: Top of manhole 941.0 944,6 � 941,0 i S X 9488 S S S S X 943.1 1LLJ _i _ _ Approx.�ocotion of X 940,4 BEd e f bit. road sanitary sewer servl;&e q ,� / 0 � X947,6 l / t/� f 944.3 9 2,8 / i-14 " C. M,/P, / 94 4-,/(� / 940,3 t - N 90*00-VO"E 9 9 i 945, --99,99-- / /939.5 Fou d capped rron 17- 9 941 _ I 5;7_ I _ -Z ` _.J.. 941,7 941,3 c.5 ' t - Pro sed Dr r•no► e a 1 1 � �' d n\ �• -Proposed osed drainer e to be Unlit asem�en ts. I - �' - -,- I C I directed along west side of 1 -�`-----__ ? service road to existin culvert. 1000o944.1X I ( g X 942,4 1 \ �- 1 Silt - � V) � fSit t . \ � � 947.1 Fence _ ` �` �'' � � Fence \-_ SF` SF —_.— S F 10 k ctai a\ Steps---, Walk - r -Prop. W � Pro -0 1 � � Wel! - - - � I _ ° 9 ��Re t. Wal!Porch d �?:o hc� _ Twin �1QA Tr .� 2.7, o I PROPOSED ELEVA 952 � ee _ :- ----- -- - � v'O I \ \ \ ` �FIRST X X 9J1.6 F9=%479 � Install Rock % TAr ConstructionOP OF FOUNDATION 1 / 4 X97 \ 41.5 941,41,E Entrance Per Notes = �.: , c, �d d� BASEMENT FLOOR 05 ,c.�� d 1 D7' MAX _ { o� d d GARAGE FLOOR O ropht c teps- 41.7 '--Ret. Wally TOP OF FOUNDATION VA 1 '-\-Ret Tr e a \956,9 . �s s' Tre �o I TO ARCHITECTURAL \Ole .01 Ar n 6 ��eg2 •. �g, N 9 50, D � mQ ,0 i.s , 0) \ \ \et,P _,� 958,3 , �\ Q e C 1 ctz �. 0 , I 3. D 12 ir%o Pg � � -- 10 \ ` 9 a' / y �` = - 942,e957* 4015* V# 42. �, � �� -: Ret. WOW OJ � � * � \ A�. ✓✓ Steps7-j- �,Silt � 0 X 960.6 10' •.V ' '`NJ d I f ` �• 9560 ence 60 lig I 1 I Exis tl*n g D wellin 9 Ln ILL Q)l LnI ___967 �- ro o ed D aina e a d - - _ ! � e i . �r �� .9 t� Jty ase en ti;. \ 9 61,10�� I C',C I LA� CROW > ► I c.: r•� 10 , n t., tj 0 i�f cit.%' I I 94E,5 �. r�ee X 9 4 .5 I I > T I 0 59,4 954, Twin 8 Tr e � , 1 �' 1 r o 1 101 Tr�e / 1 I \ 1 l � •� 9 � 8,0 1 I � � / 42,6 i 1 I I1 \ , 9 9 1 ']Avc000 7— i54. 00�- , o � 0 > » %< 950`6 � 1 (kc)2,8 � r �� i ��016 i v 0C 943.0 , 9 5, 90 \ X 45,44\ \CITY OF ORONO City of Orono 7 Ji°tio ` Hardcover Calculation Worksheet Property Address: 1122 Loma Linda Drive (our survey 171008) '.'sF �t Prepared by: Thomas M. BLoom P.L.S. No. 42379 Date: 1/25/2018 Stormwater Quality Overlay District Tier: (Circle one) Tier 1 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. Key to Survey Hardcover Item (Describe) Length x Width Total (Square Feet) (Example) (Garage) (24' x 30') (720) S.F. A ✓ House 1,237 S.F. B ✓ Trash Enclosure 89 S.F. C ✓Deck 45 S.F. D ✓ Gravel Surfaces 1,621 S.F. E ✓ Concrete surfaces 59 S.F. F ✓Porch 299 S.F. G Service Road 198 S.F. H Ret. Wall 29 S.F. I S.F. J S.F. K S.F. L S.F. Ma _ S.F. N 2' 1( S.F. p ` S.F. P S.F. R1 ild (5U S.F. R ,A551S.F. T 51k v6V _ 1►t S.F. U ri ai S.F. S.F. W S.F. X S.F. y S.F. Z S.F. (1) Total Existing Hardcover _ 3,577 S.F. Excludable Hardcover(See City Code Sec 78-1684) Service Road 198 S.F. Ret. Wall 29 S.F. S.F. S.F. S.F. (2) Total Excludable Hardcover 227 S.F. (3) Net Existing Hardcover 3,350 S.F. (4) Total Lot Area 14,000 S.F. Existing Hardcover Percentage [(3)/(4)] RECEIVED 23.93% JAN 2 J 2010 R2.2_ Lau,. Lin 41- 1 2-0Ilo - 6[015 CITY OF ORONO Al- sui t-f- 4r0t (WV DateTime Inspector Inspection Type Stat H Permit# Address Permit Type Property Type Construction Type 4/1412017 12 00 AM SOBR Sewer Connection Ar Testi Final F y 2017-00.28 1122 Lorna Linda Ave Sewer Residential Connection • SOBR Sewer Connection/Air Test/Final REINSPECTION Y 2017-00328 1122 Loma Linda Ave Sewer Residential Connection 124/2017 12:00 AM METJ Mechanical-Rough In P Y 2017-00041 1122 Loma Linda Ave MechanicalI Residential Mechanical-Multiple 524/2017 1200 AM METJ Mechanical-Air Test P Y 2017-00041 1122 Loma Linda Ave Mechanical Residential Mechanical-Multiple 5242017 12.00 AM METJ Manometer Test with Final P Y 2017-00041 1122 Loma Linda Ave Mechanical Residential Mechanical-Multiple 5/24/2017 1200 AM METJ Mechanical-Final P Y 2017-00041 1122 Loma Linda Ave Mechanical Residential Mechanical-Multiple 5/19/2017 1200 AM MARK Mechanical-Final P Y 2017-00022 1122 Loma Linda Ave Mechanical Residential Fireplace-Gas 1272017 12:00 AM ROB Mechanical-Rough In P Y 2017-00022 1122 Loma Linda Ave Mechanical Residential Fireplace-Gas •5/192017 12:00 AM MARK Mechanical-Air Test P Y 2017-00022 1122 Loma Linda Ave Mechanical Residential Fireplace-Gas 111/18/2017 12:00 AM METJ Plumbing-Rough In P Y 2017-00017 1122 Loma Linda Ave Plumbing Residential Fixtures-Multiple •5/242017 12:00 AM METJ Plumbing-Final F Y 2017-00017 1122 Loma Linda Ave Plumbing Residential Fixtures-Multiple •6/8/2017 12:00 AM MARK Plumbing-Final REINSPECT1ON P Y 2017-00017 1122 Loma Linda Ave Plumbing Residential Fixtures-Multiple III Escrow Refund Requested 2016-01017 1122 Loma Linda Ave Escrow Fee-Tied to Building Permit Residential Escrow Fee-Tied to Building Permit II Escrow Refunded 2016-01017 1122 Loma Linda Ave Escrow Fee-Tied to Building Permit Residential Escrow Fee-Tied to Building Permit •10/19/2016 12:00 AM METJ Sin Fence(Installed&Inspected) P Y 2016-01015 1122 Loma Linda Ave New Structure Residential Single Family •10/31/2016 12:00 AM METJ Footing(or Rebar) P Y 2016-01015 1122 Loma Linda Ave New Structure Residential Single Family •2/172017 12:00 AM ROB Radon Rock Bed(Poly) P Y 2016-01015 1122 Loma Linda Ave New Structure Residential Single Family 11 11/22/2016 12:00 AM METJ Poured Wall(Foundation) P Y 2016-01015 1122 Loma Linda Ave New Structure Residential Single Family •12/12016 12:00 AM ROB Foundation Water Proof(Drain Tile) P Y 2016-01015 1122 Loma Linda Ave New Structure Residential Single Family MI Foundation Survey B/4 Water Proof 2016-01015 1122 Loma Linda Ave New Structure Residential Single Family IN 1272017 12:00 AM ROB Framing P Y 2016-01015 1122 Loma Linda Ave New Structure Residential Single Family •2/3/2017 12:00 AM ROB Insulation P Y 2016-01015 1122 Loma Linda Ave New Structure Residential Single Family •6/8/2017 12:00 AM MARK Lath P Y 2016-01015 1122 Loma Linda Ave New Structure Residential Single Family 10/18/2017 12:00 AM MARK Final F Y 2016-01015 1122 Loma Linda Ave New StructureI Residential Single Family As-Built Survey 2016-01015 1122 Loma Linda Ave New Structure Residential Single Family I Escrow Refund Requested 2016-01015 1122 Loma Linda Ave New Structure Residential Single Family Escrow Refunded 2016-01015 1122 Loma Linda Ave New Structure Residential Single Family 10242016 12.00 AM METJ Erosion Control P Y 2016-01015 1122 Loma Linda Ave New Structure Residential Single Family 1 11/29/2016 12:00 AM METJ Poured Wan(Foundation) P Y 2016-01015 1122 Loma Linda Ave New Structure Residential Single Family MARK Final REINSPECT1ON Y 2016-01015 1122 Loma Linda Ave New Structure Residential Single Family LEGAL DESCRIPTION: Lots 17 and 18 except that part of said Lot 17 which lies south of the westerly extension of the north line of Lot 13 and east of a line 30 feet west of, measured at a right angle to, and parallel with the west line of said Lot 13, ALSO that part of the adjoining vacated service road which lies west of said line 30 feet west of the west line of Lot 13, and east of the southerly extension of the west line of said Lot 18, all in "LOMA LINDA". SCOPE OF WORK & LIMITATIONS: 1. Showing the length and direction of boundary lines of the legal description listed above. The scope of our services does not include determining what you own, which is a legal matter. Please check the legal description with your records or consult with competent legal counsel, if necessary, to make sure that it is correct and that any matters of record, such as easements, that you wish to be included on the survey have been shown. 2. Showing the location of observed existing improvements we deem necessary for the survey. 3. Setting survey markers or verifying existing survey markers to establish the corners of the property. 4. Showing elevations on the site at selected locations to give some indication of the topography of the site. We have also provided a benchmark for your use in determining elevations for construction on this site. The elevations shown relate only to the benchmark provided on this survey. Use that benchmark and check at least one other feature shown on the survey when determining other elevations for use on this site or before beginning construction. 5. Note that all building dimensions and building tie dimensions to the property lines, are taken from the siding and or stucco of the building. STANDARD SYMBOLS & CONVENTIONS: " •" Denotes iron survey marker, set, unless otherwise noted. LEGEND Q CONCRETE SURFACE a DATE I REVISION DESCRIPTION 11/29/161 SHOW FOUNDATION AS—BUILT DRAWING ORIENTATION & SCALE N 0 20 40 CLIENT NAME / JOB ADDRESS S S S S S _ - _ _ _ _ Approx. location of -Edge of bite road sanitary sewer ser�4ce N 90100100" E 'enchmark: p of manhole 941.0 S S - - = CATCH BASIN — = FIRE HYDRANT 1 m = POWER POLE = MANHOLE ® = TELEPHONE PED. .0 = ELEC. TRANSFORMER ® = WELL 1----;------------- = GATE VALVE �—,l0 = LIGHT POLE —X X— = FENCE LINE S = SANITARY SEWER LINE W = WATER LINE G = GAS LINE ST = STORM DRAIN LINE E = OVERHEAD UTILITY LINE Q CONCRETE SURFACE a DATE I REVISION DESCRIPTION 11/29/161 SHOW FOUNDATION AS—BUILT DRAWING ORIENTATION & SCALE N 0 20 40 CLIENT NAME / JOB ADDRESS S S S S S _ - _ _ _ _ Approx. location of -Edge of bite road sanitary sewer ser�4ce N 90100100" E 'enchmark: p of manhole 941.0 S S - - .. — — N 90 '00" W 5 1 m Found cq*ed km t 10 00-. 10.00-\ .0 1 1----;------------- �— t �—,l0 w t - Proposed Drdinage and I N ,t; 0 ---- -� Utility Easements. 10 _�- __---_+ 10 1,, -------_____IN t i 10 I t I I W p I I 1 0 0 I 62.7 I O 10 -Foundation location 4 --f---------------'J s I t,•0 -' I top of foundation 955.6 1 � o 16.5 - -I- - cz sed ?foP° N 90 00'00" W Z I J 10 L UELLA GOLDBERG 1122 LOMB LINDA A VE OBONO, MN Existing Dwelling I HEREBY CERTIFY THAT THIS PLAN, SURVEY OR REPORT A&vance VAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I M A DULY REGISTERED LAND SURVEYOR UNDER THE WS OF TJ S OF INNESOTA. Surveying & Engineering, Co. 9 Thomas M. Boom 5300 South Hwy. No 101 # 42379 Minnetonka, Minnesota 55345 Phone (952) 474-7964 Web: www.advsur.com LICENSE NO. 8/15/2016 DATE 11900t H OUSE DATE SURVEYED: MAY 31, 2016 DATE DRAFTED: MAY 31, 2016 °y ° v Q\ A SHEET TITLE - FOUNDATION AS -BUILT SURVEY DRAWING NUMBER 161183 TB REC EMD DEC 0 9 2096 CITY OF ORONO SHEET NO. S1 SHEET 1 OF 1 I I zz Lam b-A,�g Aver 2olt0 - OLO15 �c�uv�oc�hx 19;-Tlu t�— 12.61 k 0 23 5 N 90 '00" W 5 1 m 0��11+�' I 10 00-. 10.00-\ .0 1 �—,l0 w r I 10 ,t; 0 ---- -� 10 .-Proposed Drainage an - ----------- / 4 Utity Easements � p _1 10 4 --f---------------'J s 1 � cz --90.00--— N 90 00'00" W L UELLA GOLDBERG 1122 LOMB LINDA A VE OBONO, MN Existing Dwelling I HEREBY CERTIFY THAT THIS PLAN, SURVEY OR REPORT A&vance VAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I M A DULY REGISTERED LAND SURVEYOR UNDER THE WS OF TJ S OF INNESOTA. Surveying & Engineering, Co. 9 Thomas M. Boom 5300 South Hwy. No 101 # 42379 Minnetonka, Minnesota 55345 Phone (952) 474-7964 Web: www.advsur.com LICENSE NO. 8/15/2016 DATE 11900t H OUSE DATE SURVEYED: MAY 31, 2016 DATE DRAFTED: MAY 31, 2016 °y ° v Q\ A SHEET TITLE - FOUNDATION AS -BUILT SURVEY DRAWING NUMBER 161183 TB REC EMD DEC 0 9 2096 CITY OF ORONO SHEET NO. S1 SHEET 1 OF 1 I I zz Lam b-A,�g Aver 2olt0 - OLO15 �c�uv�oc�hx 19;-Tlu t�— Christine Mattson From: Christine Mattson Sent: Wednesday, November 30, 2016 10:45 AM To: 'Jake Nau' Cc: Rachel Dodge; Monica Fadness Subject: 1122 Loma Linda Avenue/#2016-01015 Jake, I have reviewed and approved the electronic copy of the foundation as-built survey submitted. Please provide us with a full-size paper copy for our records at your earliest convenience. Please keep a copy of this email authorizing you to proceed with the backfill/waterproofing inspection on site with the inspection card. Please don't hesitate to contact me if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono { MN a 55356(physical address) PO Box 66 Crystal Bay MN 55323-0066 (mailing address) 'S 952.249.4620 I g 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: Friday, December 23, 2016 Monday, December 26,2016 Monday,January 2, 2017 Monday,January 16, 2017 From:Jake Nau [mailto:jake@Dovetailrenovation.com] Sent:Wednesday, November 30, 2016 9:21 AM To: Christine Mattson<CMattson@ci.orono.mn.us> Subject: 161183 TB Sent 11-29.pdf Let me know if you need the full size print or not. Thanks, Jake Nau 612-250-9491 1