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Home My WebLink About2016-00571 - addition / remodel • � y ' CITY OF ORONO * z 0 1 6 - PJ 0 5 7 1 * 2750 KELLEY PARKWAY DATE [SSUED: 08/15/2016 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 1 135 HERITAGE LA PIIY : 10-117-23-13-0021 LEGAL DESC : FOXHILL : LOT 000 BLOCK 003 PERMIT TYPE : ADDITION/REMODEL/REPAIR PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR ACTIVITY : 434-RESIDENTIAL VALUATION : $ 350,000.00 NOTE: SEPARATE PERMITS REQUIRED: PLUMBING,MECHANICAL,FIREPLACE,ELECTRICAL(STATE) ADDITION AND REMODEL APPLICANT PERM[T FEE SCHEDULE 2,684.92 STATE SURCHARGE(VALUATION) 175.00 HERMAN RENOVATION TOTAL 2,859.92 5645 EUREKA RD. Payment(s) EXCELSIOR,MN 55331 CHECK 18050 2,859.92 (952)474-4757 Minnesota State License#: BUIL-BC007107 OWNER MARKUSEN, LOCKIE 1135 HERITAGE LA WAYZATA, MN 55391- 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 E3uilding Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of l SO days at any time after work has commenced. The applicant is responsible for assuring ail required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due eause. � � �� ~C� b' ,�S�/,� Applicant Permitee ature Date Issued Signature Date . , CITY OF ORONO � BUILDING PERMIT APPLICATION `�/ �5 � ' � � FOR NEW STRUCTURES OR ADDITIONS �O� Mailing Address: r Permit number: o�D� ��J�7/ O PO Box 66 Crystal Bay, MN 55323-0066 Date received: �- � —/ � �, Street Address:' � Received by: �� G� 2750 Kelley Parkwa �q i� Plan review fee: C, ��5. Q `�kESHO�� Orono, MN 55356 D �o!`_�� Main: 952-249-4600 Totai Fee: Fax: 952-249-4616 �v�,-r��.a.orono.mn.us �i�� This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: �� r� Job Site Address: �' Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes � o If yes, a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/AP�!NT NFORM TION: `��1� B/v Name: State License # G !O Expiration Date: �•'3�• Phone: cell 2 "� office •�-� d�' Mailing Address Cit � ZIP: v�'S Contact Person: Applicant is: ontract / Homeowner (Circle One) Email and/or Fax: PROPERTY OWNER INFORMATION: Name: �� /n/��) Phone(day): Address: /,/3S' L`�r¢Zt.1L� Cit :Q/2�j ZIP• Email and/or Fax ARCHITECT/ ENGIN ER INFORMATIQN: Name: �'� � Phone (day): • Address: �n •2� �, �� City�/�LS ZIP�c�$��Q Email and/or Fax: _ PROJECT INFORMATION: Description of project: 1. Type of Project 2. Proposed Use 3. Structure Type 4. Sewage Disposal 8� Water Supply �New Construction �Single Family with ❑Accessory Bldg./Garage Addition attached garage ❑ Deck �Public Sewer ❑ Accessory Building ❑ Single Family with ❑ Office/Commercial ❑ Relocation detached garage �Residence ❑ Private Sewer ❑ Other:(specify) ❑ Muttiple Family/Condo ❑ Retaining Wall(s) ❑ Public 4-feet or greater �Public Water "'`Any earth movement may also require ❑ Commercial ❑ Storage MCWD review& permits. ❑ Industrial ❑Warehouse Minnehaha Creek Watershed District(MCWD) ❑ Other: s eCi ❑ Private Well 15320 Minnetonka Blvd � p �� ❑ Othe�(speCify) Minnetonka, MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.or Estimated Construction Valuation (excluding land) $ � � � _ .;�,1-� �n�_ CIN 0�ORONO Last Updated: January 2015 STRUCTURE INFORMATION: 1. Structure Dimensions 1. Structure Dimensions(continued) 2.Type of Construction � �� i �a. Length(ft.)= z6 Number of bedrooms= Wood/ rame , Qc c v�anc y!�'�C�/ b.Width (ft.)= �� Number of garage stalls:� ason / l � Areas in s4uare feet Attached = ❑ tal �� I,��/-- „^�� 7 v-� ❑ P e Bldg. c. Basement= � Detached = ❑ IC d. 1S'Story = �A � ❑ O ite Prefab r- e.2"d Story= ❑ ff- ite Prefab f. '/z Story = ❑ Othe please specify): g.Total Area= �Q REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed A licable ❑ ❑ Buildin Permit Escrow A reement and Fees ❑ ❑ Plan Review Fee ❑ ❑ Com leted A lication Form ❑ ❑ Pro osed Buildin Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8'h x 11 set ❑ ❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements ❑ � Surve —2 full size,to scale meetin ALL surve requirements p ❑ Hardcover Calculations ❑ ❑ Se tic S stem Certification ❑ ❑ Minnehaha Creek Watershed District(MCWD)Permit or Documentation from MCWD statin no ermit is re uired ❑ ❑ Landsca e Walls and/or Retainin Wall Plans ❑ ❑ Stormwater Pollution Prevention Plan SWPPP ❑ ❑ Access Permit �] ❑ Data Privacy Advisory Form APPLICANT/OWNER ACKNOWLEDGEMENT: . Agrees to provide all information required or requested by the Building Department; . Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; . Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative but to reject it until it is complete; . Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,the application may not be issued. • Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000 escrow to ensure completion of the as-built survey and all site improvements. ApplicanYs Signature: Date: �� Z' �� Owner's Signature: Date: � Last Updated: January 2015, C/z%� , „ � � � / �,!/ l �� `r G �J U'� Builder Acknowledgement Form Permit #2016-00571 / 1�,35 H ita e Drive Builder Representative Name: 7'� Permit Conditions: Initials Schedule a minimum of one hour for the framing inspection. '�J 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 �/u� inspection. � Erosion control shall be installed and maintained throughout the entire project and must � remain until vegetation has been established. A haul route shall be submitted to the City Engineer for approval and inspection prior to commencement of hauling from the site.The property owner shall be responsible for cleaning `%'� and repair of roadways for any adverse impacts. �� Prior to the release of escrow money an as-built survey and hardcover calculations must be /�'" submitted and approved. 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 �,�,n /L separate Zoning Permit application to be submitted and approved prior to the work �1�` � commencing. Any retaining walls that are over 4-feet in height or tiered walls not separated by twice of the G�� height of the lower wall require engineered plans and a building permit to be submitted and approved prior to construction. w:\street files\heritage lane\1135\builder acknowledgement form 2016-00571.docx - ��L�1N I�EVIEVV �HEC�(LIS1' FOR �E1N �TR[JGTURE� / ADDITI�I�S Address: � PermitNo.: ��t�-� 0�7� � Description of�nrork: / ,�/ Tl� �,��'�'l�i� Date Rec'd: ,� 'G�3�I� Septic review by: SPi(�L�r �-/' P/1/ l! Date Approved: Zoning review by: Date Approved: �� •�� k , � � f , � Building review by: '°- �"��/ Date Approved: � /� �� ,� Grading review by: L� Date Approved: 7" { 0 ' � � �' Zoning District: � �: r i�� Zoning File#: Reso#: Reso Date: Zoning: Lot Area:�R,. !' -_� SF-/AC Width: Lot Coverage: ��'�-� ° SF : - °/ / ' " h6�r �� , �r:,;�, � -, , Survey Subm'tt� b�� No Date of Survey: lD �OW � � � Revised datel"�): � not s grv� s c:� �- Landscape pian submitted? � Yes �No Landscaper: � Pro osed Setbacks: j� `" � ='� :�� - Front(L e) Rear(S�t)� ( � S E W"�) ( N �`' E W ) Other Buildings Wetlan��' Side �de � � �c �� g�� s `� '. Defined Height: Peak Height: FF ' us 6 feet= erimeter(linea = ° = L:F. below ra asement? es , FOR A BUILDI�lG WITH A BASEMENT OR CRAWL SP�4CE: FOR A BUILDING ON A SLAB FOUNDATION: The distance between the lowest propos� Slab at or above grade— START WITH floor(of the basement or crawl spaceyand measure from hi hest existin the highest point of the roof. START WITH rg ade to the highest poi the roof even if fill was br ht in to elevate home. If you have a... y" SUBTRACTION • GABLE ORk91PPED ROOF(no Slab below ade—measure (BASED ON v✓indow�- Subtract half the distance from high, t existing grade to the ROOF TYPE) betw�n the highest point of the roof hi hes, bint of the roof. to ttie low point of the corresponding If you ave a... gable or hipped roof SUBTRACTION •;% GABLE OR HIPPED ROOF / (no windows): Subtract half o'� GABLE OR HIPPED ROOF(with (BASED ON ,�i" the distance between the r ' windows): Subtrect ha�f the distance ROOF TYPE) highest point of the roof to �' between the top of the highest the low point of the window and the highest point of the � corresponding gable or roof hipped roof ;'; • ALL OTHER ROOF TYPES(flat, • GABLE OR HIPPED ROOF � mansard,etc):No subtraction. (with windows}: Subtract UBTRACTION Subtract the distance between the half the distance between � (BASED ON basemenUcrawl space floor and the the top of the highest EXISTING highest existing grade adjacent to the window and the highest GRADES) foundation OR 10 feet(whichever is less). point of the roof • ALL OTHER ROOF TYPES � (flat,mansard,etc):No EQUALS Defined bui�ding height subtraction. � Defined building height EQUALS F' F � Updated: May 2016 " z:\forms\plan review checklist 5-2016.docx � Shoreland District NBCWD Permit Average Lakeshore Setback g�uff Met? ' �Yes 0 No Permit Number: _ 0 Yes � No �N/A � Ye�o ,.�� N/A—see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required circle one % and sf %and sf ;-; �;_.�r. -.; ; �, �- ,� 0 Yes � No 0 Yes ,C] No 1 2 3� 4 5 , ,, - Type(s): Type(s): % > r, L � � " ._, , 4� . Fees to be Char ed YES NO Permit Plan Review � State Surcharge (/" Investigation Fee SAC—Number of SAC EJnits Other(specify) L�� S uare Foota e $ per Square Foota e Basement X = $ 1 S'Floor X = $ ` 2nd FIOOr X = $ Garage X = $ �-�' ,, } �� Estimated Construction Value: $ .��J ��(5�-'��` � Orono Inspections Required Work Requiring Separate Permits �Footing � Site �. Plumbing 0 Grading/Filling ❑ Poured Wall ,�Silt Fence/Erosion Control � Mechanical 0 Fire 0 Foundation Survey a Hardcover Removal Fireplace 0 Water Connection � Framing 0 Other(specify) 0 Masonry 0 Sewer Connection ❑ Waterproofing/Drain tile �Mfg. 0 Lawn Irrigation Foundation Waterproofing � Other(specify) 0 Landscaping ;` Framing � Insulation � As-Built Survey Final � Lathe Required State Permits ❑ Other(specify) � Well Electrical ; REMARKS (in-house): ; a OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: � See Builder Acknowledgement Form ❑ 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 . , � ' City of Orono �O�� .��o°:� l��-c��v�r �al��IatiQ� V1lQrk�hpet II � 1� .l. /1 JJ�_�_. i� � '��i i' "riii�.ii�:�Zi. (� /' ��`�� ✓ �� \��sA- �a�/ � Qr�nn .�r,i t'l��• . � *., _ _� .... ��. � �t, -a.�.. -- �1, ' S �--� �� 1l�a� � �--�- 3a z�r(� Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 �t�� ': ��'��'�'�� '�'�'?�Ci��;v Ir the fnf�4wina t�b{e; identify all item$ Qf nrop��d h�rd�over pn th� pro��rtv; keysd I�V letter tp Certificate of Survey (survey must accompany this form). lnclude 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 h�rdcover status of the prQperty_ For Tier 1 prQperties; identify anv features bv letter which are split at the 75' setback line and calculate hardcover sauare foataae Sepdi clieiV tOi'�BCi�i �uiilc��i. Y Key to �l�r YY,�r�;�t�� ;�,:��; �e��t� ��'di�:� Total ' Surve ' (5 uar� Feetj Exam le Gara e 24'x 30' 720 S.F, A i as Y s �r.J1J - u.; c. � � 3. 2 � -7 3:�7� s.F. B 5'r c3 _t; � p� S.F. � i „ 'T'O t�i�. i I .6�L� �.�. i � � S � S.F. E � D �d S.F. F c.� S' .O S.F. G S.F. H S.F. f S.F. � S F I K I � n. S.F. j L S.F. tvi S.F. N S.F. O S.F. P �.�. Q S.F. � � -- ----�---- V� I � I I S.F. j _ � � S.F. U S.F. W S.F. X S.F. i Y i � 5.�. I L �� tJ.C. /�� Tr.r��prn�nepr!u�._ �.,�.,o. ,�� _ C G Excludable Hardcover See C' Code Sec 78-968� : ,f� S.F. S.F. S.F. i � i i S.r. I I 1 J.�. (21 Tptai FXr.lU�ia�ila�a�-rirnver � G-F- - 3. Net Proposed Hardcover Subtract line 2 from line 1)j ��j . S.F. 4 Total Lot Area "7 2. S.F. IFroposed Hardcover rercentage [(s):jA)j � .�-�-c �fo W(,,(�� RECEIVED� �`� � � �.!0�1< < � 2. . � JUL Q 5 �r�� This is an informafion packei regarding r-iardcover Every effort has en made to rnsure the accuracy of the information contained d�I�•� � ti ...,..., f�.; ;,;r r �. _ � _ r.�- � , C::dc,.�._�..,�,-'�ry�/y .�� ..:� � ,.,,c;;;, .;;;, ., y ,,,......;r, ,:.:.„ .,,;o.�v3::...c„r.,.�;a�;c,;,��.. .,�c.,.:y . � ..-�:-,.. /.�., .p._,�..c��, i -., -:.�,:�/I 1 1 V��V VIV��. Page 9 0(9 � I, N 0+ i A(, ��p S�et��.S l(�•�jZ°Z� C_ \J � f , ' City of Orono -�� -lar��r �al�t�latier� V1l�rk��e�t � r -/:�,� °\ 1 � i'. �i�_�-es,.. /�-lJ�.��_. i� � i v �i l Yii.lu�Ga�. /' �`�/� ��X.�►.-��,�; N r �� `,7 ��t7�-�� •�� -�,-�.-,.PL or .,a �-,, n.,t�. -_- _ . , �.� �:;: t�l l;S L--� G�11�a:� `` .`�'�..�.. �t� z�r E, Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 5t�� ' PF��'�J��'i N��?��?it�P In the fnli�winq tabl�. id�ntifY all items c�f orot��ed hardr�ver on the �rQp�rtv, kPye� bY I�tter to Certificate of Survey (survey must accompany this form). Include all existing hardcover items that are intended to remain, as well as all proposed hardcover items that will be added. Use as many lines as necessary to �cGt�r�tely d�pi�t r�rpoo$�d hardcover�t�tus of the property. For Tier 1 qrpp�rties; id�ntify anv features bv letter which are split at the 75' setback line and calr,ulate hardcover sauare footaae S9{�drdieiy iu�e8�il i�Oiiiuii. Keyto l�i.��;�.�r '-.L:r �^��Y:-i�:: ' Lt-- t�, z:"��:}` Total j ` Surve - �- ' `y� ' j5 uar� Feetj Exam le Gara e 24'x 30' 720 S.F. A i w K S i4�.T 17 • �G :.�: L . �7 3 2 "7 3, �72 S.F. B ST � ^ _c � a' S.F. i G i oS'� J�1'�9N TQ v 5 t, i 1 .6 0 �.r. I. i � i 1�2�PES�� :��f^C�1.+.. � Z7�:..�_ j � ��.0� �•�• i ( E p � I ,� S.F. F �r' S' .O S.F. G S.F. H S.F. I J.F. � i cc i K I I j.1=. I r— L �— - � S.F. �vi 5.�. N S.F. O S.F. P S.F. Q S.F. r � 1 i T__ -- ---_ �_� � 5 I � � S.F. � �—t F. ; U S.F. V S.F. W S.F. X S.F. I Y I I � S F- I Ir � �_ � �L ".� � I /�1 Tn1a1 E7 n corl 1-I�rrj_n. �--- � C G � , . �� w ..__.___ __.- ._ _. _ —__..._ Excludable Hardcover See Ci Code Sec 78-1684 : ,p S.F. S.F. I I � � s.F. j i j i i S.r. i i �— �— �F I i i i , (2� Tntal FYclr�riahla Har�irnvar , ` �F.� . ,_ L,�v. -- . _ _ - ____ _ ____ _----- -- --__ -- _ — -- � ___._-- -� (3 Net Propcsed Hardcover Subtract line(2 from line 1 ) 'jij�.� S.F. 4 Total Lot Area 7 2,. S.F. IFroposed Hardcover rerceniage ((3}=�a}j � �-c io�f(,,�.� -- _-- _ _ _ _ -- _ RECEIVED� �'�' `� -- — JUL Q � `'C��i'�� This is an information packet regarding Nardcover. Every effort has been made to insure the accuracy of the information contained �. w . � ,.._ ,. � _ �,�. .,.� ., w�,- _ p� „c�..:... ..:...:.-.:.;, :....,j „-,,;, ,...,.;,::�. �....,��;:,,�.,,�..:-.:.,.p�..s;�,..,... .. . � :.-.,...,, - ,�„ ��.. .y,.� ... � _..., � ,.., ...,..yWry�/V��RV�� bi 1 1 A Page 9 of 9 � � � . City of Orono ��v� �a��+��v�r ��i�uEati��i �"�/�rkshe�t � I� (�rnnn}-iii G�I.�roc�• / �� /� �� ^ a� � � ::�r;�. g �`� � 'i`% . . . �.,. � L ' YL, x�-��. ��f;�,��=� i��pai��d 'oy: Dai�: 1��1.5 i�� C�1(,��,�.5 , J�3°, �� utorrrYrater.^��al�ty ^Y�rlay ��tri�;T�r: (Ci�c;e c��; Tier 3 Ti��2 Ti�r 3 Ti�r 4 �'igr 5 Stp�± �_ X1�Tl� H4!��r'nv�R In tlie fo�.n_ .. _ ____�e identifv ail items nf Pxi�tiner harr;r_,�ver n� the nrnnartv_ kP�P�i hv Ietter tn Ce�ifiC_ate nf Survey (survey m;.ist accompany this form). Use as many lines as necessary to accurately depict existing hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75' SPth?r_:k li!�P ar�r� r_.�Ir_.iil�te harr�unvPr sc��ra fppta�P SP��t-�tely fnr Par_.h �nrkinn= �.r..,,a„ T„t.,� i :__i ;— j �3'�iny�3�.�:i} ��=i.�� ! !_Qi'!3a�? ��r��l,.,�z{F? � :�._:. I � Survev I � I i�auare reetl i , (FxamnlFl , (��2r�,nel (�4'x 3f1'1 (720 S:F,I , A Cc,�: w I 3 S.F. B — J S.F. C G-X(S t hI To c3i Z�4 C 5 .-� S.F. D 'Z C�2 S i E tas CT� � l�4-��i7,� � c $.F. � � ! �.az.c.✓'er�. P�t a �To = ,�'.�f�Z)� i f c.:. t .?_ �.�. , i � i �ec.�. 1ZC i?a��.s�wC I.L`,d� i i �iD � �•� i �r-'� � F-1 H S.F. � I S.F. J S.F. -- --— __ _-- ___--_ _ _ ---- -_ ___— - --__ --_ _ -- _. -- --_ K S.F. I � � j i C � i j ivi j � � S.F, j �� C C O S.F. P S.F. O S.F. R S.F. ---_ _ - - --- -_- -- ---- _—__ ----- ------ . -- --- _ _--------- -- � S i I i c c I ` � � S.r. f i� � � V S.F. W S.F. X S.F. . Y S.F. ---_ - - --- - i---� - _ , ___ __ - ___ � ------ -- - ---- - ---- I i � I .____V C..._I � (1) Tot�l Exisiiny Hard�over � ��5� S.F. � r � ��Cii.ite'au�8 �aYuC'vv2i' 382�IL'C:Gt18�2C i o-i Crc�): ' c� S.F. S.F. C C J.I . C F 1 I I ! S.r. i {2) Total Excludab!P Hardcover U S.F. ' 3 Net Existin Hardcover Subtract line '2 from line '1 ��( S.F. � 4 Total Lot Area ��' �Z. �.F. I \�Hardeo.ar�@fGci�en'3Tc �t`�.'/-l"�'�� ' � �- o/o � 1 �l�`�N-/' `�.�r,,;,,,a u..,'�..�E?r,...;.'t-�-:��i v _..� .. , RECEIVED This is an information packet regarding Hardcover. Every effort has been made to insure the accuracy of the inforrnation contained herern; however,if any rnformation is not consistent with provisrons of the City Code,the Code provisions will prevail. r ' �� JUL � .3 �� Page 8 of 9 CITY OF ORONO � � Permit A�plication: Self-Checklest for Compieteness Please note, the applicant must initial in the boxes below to acknowledge the minimum required information is included with the submittal. If not, the application will NOT be accepted. Call 952.249.4620 to schedule a meeting with staff if you have questions on application submittal requirements. - Completed Application � Plan Review Fee Paid Signed Escrow Agreement & Escrow Payment — Building Plans (to scale) x2 � ' Certificate of Sur�ey (to scale) showing the proposed project & ' meeting all requirements x� 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 v�eill ntact the MCWD at 952-471-0590 re ar "ng �s pro' ct Signed by: Address: L Permit #: �/ �QQ��' / Packet Last Updated: January 2015 Page 2 �� "'�� ,.-r�.g� �1�� ,��° �`�`�x-�sw �,� �'�`� ' , , � . �:��4' ��.. � $ �_-�°� t t f �« � '� z ��` � . xE+�i. x e.. ...nt.�� _, .--=sw..,,r....,. r.k.._. �� .�:-� k Sru...a �v:A6.,M. .us.Fix,.e.,...i',sk ar�:...�..;J aoai*�-�",ev«§��.w':��:<e.v..s`SSd+'3�n.'«"1:�`�*i'� L�'�kt a.%Yf�at4��,RCn j �p Bunkers & Associates LLC a structura engineers 6687 Forest Street Farmington, MN 55024 651.366.2853 Date: May 12, 2016 To: Rehkamp Larson Architects, Inc. 2732 West 43�d St. Minneapolis, MN 55410 Attn: Amanda Kay From: Eric Bunkers Project: Markusen Residence 1135 Heritage Ln. Orono, MN 55391 Proj. No: 16134 Subject: Proposed Remodeling Dear Amanda: As requested, we designed new structural members for the above referenced project. We have designed the new members using a roof and floor dead load of 15 psf, a roof snow load of 35 psf, and a floor live load of 40 psf in accordance with the Minnesota State Building Code. Our work only includes designing the new members as shown at the above reference project and is based on drawings provided by you and from our conversations. Attached are S10—S12 structural sheets with annotated framing and foundation notes and details showing the new members and connections. All framing and foundations shall be shored and temporarily braced as required by the contractor and all minimum nailing shall be in accordance with IRC Table R602.3(1). Lumber shall be minimum #2 SPF with treated lumber to be#2 S. Pine and engineered lumber to have Fb =2600 psi with E =2.0. Our calculations assume all lumber is of good quality and does not have large splits and checks and shall be visually inspected by the contractor at the time of construction. All fasteners in contact with treated lumber shall be G185 hot dipped galvanized or equal. Rebar shall be grade 60. Steel plate shall meet ASTM A36 and steel tube shall meet ASTM A992. Concrete used for footings shall have a 28 day compressive strength of 5000 psi and masonry core grout shall have a 28 day compressive strength of 3000 psi. The new footings have been designed as a typical spread footing based on a presumptive load-bearing value of 2000 psf in accordance with Table R401.4.1 of the IRC. The existing footings have been assumed to be typical spread footings on good soils that are assumed to be pertorming adequately. The contractor shall also verify the condition of structural members and foundations affected by the remodeling. Exterior grade shall slope away from the building and gutters with long downspouts should be used whenever possible. Foundation backfill shall be granular and the foundation system is assumed to have drain tile. Our intention is to visit the project once framing is complete to get on overview of the framing and become generally familiar with the work. REC�I�/ED M��`f 2 3 2016 CITY OF ORONO When installed as indicated above, the new framing members and new foundations shown on the attached sheets shall support the loads as required in accordance with the Minnesota State Building Code. If you have any questions or concerns, please feel free to contact us. Sincerely, Bunkers and Associates, LLC � Eric M. Bunkers, P.E. MN Reg.Num.26490 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 Engineer under the laws of the state of Minnesota. �� Eric M.Bunkers Date:Mav 12.2016 Reg.No.26490 RECEIVED i�il�Y 2 3 2016 CITY OF ORONO Jeremy Barnhart From: Lauren Sampedro <Isampedro@minnehahacreek.org> Sent: Wednesday, July 13, 2016 9:10 AM To: Jeremy Barnhart Cc: Christine Mattson Subject: RE: 1135 Heritage Lane Hi Jeremy, It looks like the spreadsheet I was looking at the other day for the WCA timeline for 1135 Heritage Lane was incorrect. The NOD will actually be issued in 2-3 weeks if there are no comments on the boundary.The final comment period for the NOA is July 28th. A field review will likely be completed on the 29th, and the NOD will be issued either on the 29th, or the following week. I apologize for any confusion. If you have further questions about the WCA process please contact Rachel Workin: rworkin@minnehahacreek.or� (952)641-4518 Best, Lauren Sampedro Lead District Representative Minnehaha Creek Watershed District 15320 Minnetonka Blvd Minnetonka, MN 55345 952-641-4580 � MIMN�NAHK CREEK w��e�sneo o3satoct From:Jeremy Barnhart [mailto:jbarnhart@ci.orono.mn.us] Sent:Thursday,July 07, 2016 1:33 PM To: Lauren Sampedro <Isampedro@minnehahacreek.org> Cc: Christine Mattson (Orono) <cmattson@ci.orono.mn.us> Subject: 1135 Heritage Lane La u re n, I left a message for you on this project. I want to verify your role in approving the wetland delineation, and the status of the applications response to your letter of June 20 regarding the erosion control permit. Jeremy Barnhart, AICP Community Development Director Direct 952.249.4626 Planning &Zoning Office 952.249.4620 2750 Kelley Parkway, Orono, MN 55356 Website: www.ci.orono.mn.us 1 Christine Mattson From: Adam Edwards Sent: Monday, July 11, 2016 4:30 PM To: Jeremy Barnhart Cc: Christine Mattson Subject: RE: 1135 Heritage Lane Jeremy and Chris, I've reviewed the subject grading plan and have no issues. Adam From:Jeremy Barnhart Sent:Thursday,July 07, 2016 1:31 PM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc: Christine Mattson<CMattson@ci.orono.mn.us> Subject: 1135 Heritage Lane Ada m, Please review the attached survey for a home addition at the above address. We are in the process of verifying the wetland delineation, and Watershed district permits. 7eremy Barnhart, AICP Community Development Director Direct 952.249.4626 Planning &Zoning Office 952.249.4620 2750 Kelley Parkway, Orono, MN 55356 Website: www.ci.orono.mn.us From:admin Sent: Wednesday,July 06, 2016 1:27 PM To:Jeremy Barnhart<jbarnhart@ci.orono.mn.us> Subject: Message from KM_C654e 1 �_ � , �� 7 � ��i�1' a� � ,��' /t'�i��C, �G��a� n L�@ S v✓'✓`� f d q► g 1`u K,�� G� l�P �tc2`F Q r�{'�u�cce., s�� S`�f z�//� G�� 7 r�� -f Co �� q�� ; ��t r ��o� . ��a � �� of ��r� � ��i r�' . � GVh �'a�(�d �wl l-�S �� 'a�f ,y �� Lavr�� ,�P �v�� ,�,� q��re�, w��o�d d��N�l.�� a�' w��/a� d �r , � �°��es,o�, ,-- P , - �.� �� Pf�.r,�t{ (�/a�p t�r� q�P�'o✓�t� p( �p w� vLt PN,� �P r�oc� PKC�S 7�j j �'�0�'�N �P ��(µj _� � . , C��o c�P� �: l��v�� a@O Engineering Consultants Inc PO Box 21490 Minneapolis MN 55421 Phone 763.502.9945 August 23, 2016 �'�e�r�/E'� Mr. Mike Herman `'�� 20�6 Herman Renovation Company 5645 Eureka Road C��OF ORONO Excelsior, MN 55331 RE: Geotechnical Exploration Program House Addition 1135 Heritage Lane Orono, Minnesota Project Number: 016-0019-5391 Dear Mr. Herman: This report presents the results of the geotechnical exploration program performed for the House Addition at 1135 Heritage Lane in Orono, Minnesota. In accordance with your authorization on August 15, 2016,we have conducted a geotechnical exploration program for the planned construction. Our work scope under this authorization was limited to performing two dynamic penetration test borings, and providing an engineering report that includes logs of the borings, a sketch indicating the locations, and our engineering recommendations for foundation support. The purpose of this report is to present the results of our field exploration and the associated engineering review. The field work was performed on August 18, 2016. The borings were put down at the locations shown on the attached sketch. All borings were moved from their planned locations, due to inaccessibility. The surface elevations at the boring locations were interpolated from lot survey and are only approximate. Therefore,the surface elevations at boring locations should be verified by the surveyor. Soil classification was performed in general accordance with American Standards for Testing and Materials (ASTM) D2488. The subsurface conditions suggest a soil profile consisting of existing fill underlain by glacial till. In general, 6 to 9 feet of fill were found at the surface. A layer of very soft peat was noticed below the fill at boring B-1. The fill is underlain by soft to very stiff sandy lean clay to the depth of exploration. i � Project Number: 016-0019-5391 Page 2 Water level measurements were made in the boreholes during and at the completion of the borings. Based on this data, water was noticed at boring B-1 at the time of our field work. Water level was about 12 feet below the present grade at boring B-1. No water was noticed at boring B-2. Water level measurements in clayey soils may not accurate as it takes longer time to stabitize. In general,water may fluctuate throughout the year depending on several factors. We understand the new addition will be a one-story with walk-out basement. The maximum plan dimensions of the addition will be 29 feet by 34 feet. The structure will be of wood frame construction supported on load bearing walls and possible interior columns. Currently, we have no information on actual foundation loadings. However, we anticipate the maximum column loads may be on the order of 50 kips and perimeter wall load will not exceed 2 kips per lineal foot. We also understand the new addition will match the existing structure. The excavations for the basement floor, south and west frost footing trenches were completed before our field work. The north and east footing lines were also excavated to about the bottom of basement floor elevation. The existing fill, and very soft peat noticed at boring B-1 should not be relied upon for new foundation support because of limited strength and compressibility potential. To remove and replace these soils will require up to 15 feet of excavation at boring B-1. Conventional excavation and refill procedure may not be desirable due to depth of excavation and wet condition. In our opinion, a deep foundation system may be suitable for supporting the proposed addition. A deep foundation system of helical compression anchors may be considered. Other deep foundations may be used, such as driven piles. However, because of relatively smaller size project, near an existing house and potential vibrations from driven pile installation, in our opinion, a deep foundation system of helical compression anchors may be more applicable at this site. Helical compression anchors have the advantage of minimal site surface disturbance. In addition,there is little or no potential negative (downdrag) load on the anchors from the compressible soils. We recommend the foundation system consist of helical compression anchors. A helical configuration consisting of three helixes of 10, 12 and 14 inches in diameter may be used. The capacity for this anchor configuration should be 15 kips per anchor. Other configurations will yield different capacity. The capacity includes a safety factor of 2.0 against soil bearing failure. The maximum final torque of each anchor should be documented to verify the capacity. fn addition, a quick load test may be performed on one or more anchors to determine the actuaf anchor capacity attained. .�s@O Engineering Consultants Inc Project Number: 016-0019-5391 Page 3 To achieve the capacity, we anticipate the helixes to bear within the Stiff sandy lean clay below 25 feet at the exptored location. We estimate the anchor lengths to be on the order of 20 to 25 feet. An experienced contractor should be consulted for specific details and installation. Site drainage should be maintained during and after construction. The site should be adequately graded to provide surface runoff away from the proposed building in all directions so surface water does not collect within the excavation bottom or below the spread footing foundations. In addition,the surface of the fill surrounding the buildings should be capped with cohesive soils to minimize water migration betow the building. To avoid undermining the existing foundations,the excavation should not be performed within the zone extending downward at a 45 degree angle from the bottom of the existing footings. If excavation in this zone cannot be avoided,the existing footings should be underpinned during the excavation procedure. In addition, care should be exercised during compaction adjacent to the existing building so as not to damage the existing structure. It should be pointed out that rigid structural connections between the new addition and the existing building are not ideal. Because of the nature of the foundations and supporting materials, some vertical movement between the existing and the new structure should be expected. These movements will include both foundation settlement and elastic movement of the foundation material and structural elements. Therefore, we recommend that appropriate joints be installed between the new and the existing structures to provide tolerance for vertical movement. All perimeter foundations in heated building space should be placed at a minimum depth of 42 inches below exterior grades for frost protection. Interior footings may be placed at any convenient depth below the floor slab. In unheated areas where deeper frost penetration may occur, we recommend that the foundations have a minimum soil cover of 60 inches for frost protection. The floor slab should be designed to be structurally supported on the building foundation system. We recommend that a minimum 4-inch thick, free-draining granular layer be placed under the floor slabs. This layer should consist of uniformly-graded sand or gravel with less than 5 percent passing the#200 sieve. In addition to facilitating fine grading for easier slab construction,the granular layer provides a capillary break to minimize moisture transmission from the subgrade to the floor slab. Backfill placed behind foundation walls in the basement area will exert lateral loads against these walls. The lateral loads could be minimized if free-draining granular soil is used as backfill immediately against the walls. The granular soil should contain no more than 10 percent material passing the#200 sieve, and preferably no more than 40 percent material passing the #40 sieve. The clean on-site sands should meet this gradation specification. The backfill soil .riie0 Engineering Consultants Inc . � Project Number: 016-0019-5391 Page 4 should be compacted in layers to at least 95 percent of the Standard Proctor maximum dry density. Using free-draining granular backfill,the foundation walls should be designed for an at-rest earth pressure coefficient of 0.4 or an equivalent fluid pressure of 50 pounds per cubic foot (pcf). This considers the backfill has a unit weight of 125 pcf. In addition to the soil pressure, water entering behind the walls may exert more pressures. Therefore, an exterior drainti►e system may be installed for the below grade foundation walls. The draintile system should be installed below the level of the lowest footing on the outside of the dock foundation wall, and should be surrounded by at least 6" of washed, coarse aggregate material which is enveloped in a geotextile fabric. The draintile should be connected to a suitable outfall or sump where water can be discharged from the system. We are including a typical exterior draintile system sketch. All excavations should comply with the requirements of O.S.H.A. 29 CFR, Part 1926, Subpart P, "Excavations and Trenches". This document states that excavation safety is the responsibility of the contractor. Reference to these O.S.H.A. requirements should be included in the project specifications. Professional judgments and recommendations are presented in this report. They are based partly on evaluation of the technical information gathered, partly on historical reports and partly on our general experience with subsurface conditions in the area. We do not guarantee the performance of the project in any respect other than that our engineering work and the judgment rendered meet the standards and care of our profession. It should be noted that the borings may not represent potentially unfavorable surface conditions between borings. The recommendations presented in this report are applicable only to this specific project. These data should not be used for other purposes. If there are any questions regarding the data or recommendations, please call us at 763.502.9945. Geo Engineering Consultants, Inc. .� Ahsanur R. Siddique, P.E. Geotechnical Engineer I hereby certity that this plan,specification,or report was prepared by me or under my direM supervision that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. �� Date 8/23/2016 Registration No.22099 Cs@O Engineering Consu/tants Inc Project No. 016-0019-6391 TEST BORING LOG NO. B-2 Sheet 1 of 1 CLIENT ARCHITECT/ENGINEER Herman Renovation Company Bunkers 8�Associates LLC SITE 1136 Heritage Lane PROJECT Orono, Minnesota House Addition Hennepin County SAMPLES TESTS PID: 10-117-23-13-0021 0 T117N-R23W-S10 0 � �a o � � � � Z� w N ADDITIONAL v � � W �O � Z DATA/ a = m �w � o ,�. REMARKS o � a Surface Elev.: 942.b ft. Datum: MSL � o m z � ?? � o a a FILL-Mixture of sandy lean clay, lean clay, 1 21/48 silty sand, dark brown to brown 6 44% 7 6 7 2 24/48 5 5 50% 6.0 936.5 SANDY LEAN CLAY with a trace of gravel, 5 lenses and layers of silty sand, soft to firm, � brown 7 3 48/48 �� 100% 10 9 7 5 5 8 15 12 16.0 926.5 End of Boring � � 0 � U W f� � a c� � WATER LEVEL OBSERVATIONS STARTED 8/18/16 FINISHED 8/18/16 m $ HOLE CASING WATER METHOD: Dynamic penetration from 0 to 16 feet. DATE TIME DEPTH DEPTH CAVE-IN LEVEL NOTE Dual tube sampling from 0 to 12 feet. 0 0 8/18/16 14:40 16.0 None 9.2 None J z 8/18/16 14:53 12.0 None 8.0 None EAST NORTH � S DRILL CO. Geo Eng DRILL RIG 54 DT � DRILLER DR ASST DRILLER AS �iE'O Englneering Consultants tnc TYPICAL EXTERIOR DRAINTILE SYSTEM �:;:.:..� `�'•'•#�' COMPACTED CLAY CAP �^"'�'' MINIMUM THICKNESS: 12 INCHES ��-�"%� SLOPE DOWNWARD FROM WALL ,:�� h;R:. .,...,. t.:�`: ,Y��;.:: -.•� : _ . • , . _�.�Nv . . .. w=.�: �• . • : . . � . : ;:';':.i, . . .. . :°'•�:• .�. . . . ' • . - . • • . SLOPE SATISFYING '��=s' • �� • • • • • � � OSHA REQUIREMENTS :r,•y.: • . .. • . 'fi� . � , . . ... . r_Y::• . . ' . ' . • ,.��^ . . . . �,'•i••: . • . y..;;• . • , FOUNDATION �:��;:•� •. � . . • '.' �. FREE DRAINING BACKFlLL WALL ��+,+; .' ' . , � �,.�,, . • . : �z;.;;y' . . • K.rL' • . . . ' ., ' FLOOR SLAB �rM��t .. . ... . • , .. ,n•4..�. N:.� . . .. � . . . `�lf+' . .. ,,: I . �y. . • : . • �..:�y:; . � • y.-.:.s .: . � �• . . ,•�a .e;. . . . �'•u:.i:;;y¢,r`:�=:::`: . •�..• FlLTER FABRIC . ��!=�:r�:�'';:;t.,:! . • , . . ,��. 'E°:L.:�',:{ ,.s • DRAINTILE 3/8� PEA ROCK OR CLEAN STONE COMPE�'ENT SOILS NOT TO SCALE � � O �� a= g9 � � 4� P� � �`g g� al e B_ ¢� A� e � R ] X - �3 �� `p 8 X 4 9 � � ae � � �X �° X ! 9 � � 6e X X �� y � c � `X 7� `� a gm �& X x �s�. � � Q p �x��' ,.a. � - a1� --.�_... a �v 1 a� 5 9 g Z�8 'y ; � � _ c� �� < < 1 �� ` : gg E �X 9� �E 3� E �� ° �$ 5 �i 9 e .� � �� X �� n �� s s G � X X s� N� � m p � �� Markuaen Residence REHKAMP LARSON ARCHITECTS INC. �g$ O � � g'�� 1135 Heritage Lane 2732 West 43rd Street,Mpis,MN 55410 � � � Orono,MN 55391 Tel.612-2857275 Fax.612-285-7274 Project No. 016-0019-6391 TEST BORING LOG NO. B-� Sheet 1 of 1 CLIENT ARCHITECT/ENGINEER Herman Renovation Company Bunkers 8�Associates LLC SITE 113b Heritage Lane PROJECT Orono, Minnesota House Addition Hennepin County SAMPLES TESTS PID: 10-117-23-13-0021 0 T117N-R23W-S10 0 � � o � � � � Z� w N ADDITIONAL v � LL oC �O � z DATA/ a � � m �w ~ o REMARKS O W o� � � Surface Elev.: 942.0 ft. Datum: MSL � o m z � ?? � o a a � � FILL-Mostly organic lean clay, black g41.0 4 1 18/48 FILL-Mixture of silty sand,sandy lean clay, � 38/o brown � 6 3 2 12/48 5 3 25% 2 2 9.0 933.0 2 3 2�/4 8 PEAT(PT),very soft, black �� 2 �, ,��, 10 2 ��' �� 2 1 ,, ,��, — 5 4 15/48 �'�� ' 2 31% �, ,�i, 15.0 927.0 �� .` 15 3 SANDY LEAN CLAY with a trace of gravel, 7 lenses and layers of silty sand,soft to very 9 5 3/48 stiff, brown to light gray to gray 6e�o 11 11 8 20 9 14 19 24 24 25 28 31 � 34 N 33 � � 35 � 30 41 W 31.0 911.0 '� End of Boring � a c� � WATER LEVEL OBSERVATIONS STARTED 8/18/16 FINISHED 8/18/16 � � DATE TIME HOLE CASING CAVE-IN WATER NOTE METHOD: Dynamic penetration from 0 to 31 feet. � DEPTH DEPTH LEVEL Dual tube sampling from 0 to 20 feet. S " 8/18/16 13:35 31.0 None 7.9 None 0 J Z 8/18/16 14:08 20.0 None 12.9 12.01 EAST NORTH g DRIIL CO. 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O �-� m �u . �.��o C ITY OF ORONO � � Street Address: Mailing Address: Telephone(952)249-4600 y�, � 2750 Kelley Parkway P.O. Box 66 Fax (952)249-4616 1,9 F,�' Orono,MN 55356 Crystal Bay, MN 55323 www.ci.orono.mn.us kEsxo� R�C�IVED �une 2s, 2016 JUL Q � 2Q16 Michael Herman �� I'��= ��C� /� �� ►i"/ `CITY OF ORONO Herman Renovation �� j /C`/� C%!� tr- 5645 Eureka Road � H��/�� Excelsior, MN 55331 �� V � �`Z �� Re: Building Permit Application#2016-00571 1135 Heritage Lane On May 24, 2016 the building official notified you the survey submitted used a reference scale and an updated survey using a standard scale would be required. Your surveyor Willis Gilliard has been in contact with me regarding the survey; however, we have yet to receive two full-size, signed copies. Staff conducted a preliminary review based on the information provided and requests the following items be submitted or revised in order for your application to be consid ed complete and for the plan review to continue: . Certificate of Survey. Please provide two updated copies of a full-size certificate of survey which meets all of / the City's survey standards (enclosed). Please show the following: U a. All lower level doors must have a landing shown,either existing or proposed. b. The delineated wetland edge. See Item#4 below. Please note: Our engineer has not reviewed the survey,so additional comments may be forthcoming. 2. Landscape Plan. Will there be any changes to the landscaping with the proposed addition? If so, the City requires a landscape plan be submitted showing all the proposed exterior/landscaping improvements, i.e. patios,grading,sidewalks, retaining walls, etc. The plan should include the name of the individual performing the work. Any proposed patios, grading, sidewalks, retaining walls shown on the landscape plan should also be reflected on th�sOurvey._ _ ,,,��. __ �.. U�� L,l'�-1�11� �(,1'�'�''E 3. HardcoverCalculations. The property is located in Tier 3 of the Stormwater Quality Overlay District. Hardcover �/ calculations are shown on the survey; however please have the surveyor prepare hardcover calculations, showing existing and proposed hardcover using the City's hardcover calculation worksheets. Enclosed is a copy of the City's hardcover information packet. 4. Wetland. Based on our available information, it appears there is a wetland within the subject property. This wetland appears to be located within 150 feet of the proposed project. Because Orono City Code requires a 35-foot setback from any wetland for structures or hardcover,the location of the wetland must be indicated on the survey. Setbacks must be verified with wetland delineation information. The unsigned survey dated January 25, 2016 shows a 35 foot buffer based on 934' elevation not a delineation. The delineated wetland edge must be shown on the survey along with the delineator name and date approved by the MCWD. Leve12 Delineation is required. A Leve12 delineation must include the exact surveved boundarv of the wetland shown on the certificate of survey. ��p,,,,r r�P T/° �(��r�~ June 28,2016 1135 Heritage Lane �,�n �"� �/� /��, 1 t/,a� �/�L_iC� / Page 2 of 2 -- '�l�! ��/ik! L.(�/ c�l us �. 5. 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. Please feel free to contact me at 952.249.4620 or by email at cmattson@ci.orono.mn.us if you have any questions on the above requirements. Sincerely, CITY OF ORONO �� t � ristine Mattson Planning Assistant c Michael Herman Lockie Markusen; 1135 Heritage Lane;Wayzata, MN 55391 Willis Gillard via email MCWD via email Roger Peitso, Building Official enclosures Christine Mattson From: Christine Mattson Sent: Friday, May 27, 2016 11:27 AM To: 'Willis L. Gilliard' Cc: lori@hermanrenovation.com; Roger Peitso Subject: RE: 1135 Heritage Lane/#2016-00571 Attachments: Survey Requirements - August 2015.pdf; Hardcover Information Packet -2014.pdf Willis, Per our telephone conservation today: 1. Please follow up with the builder to see if the wetland delineation has been submitted to the Minnehaha Creek Watershed District(MCWD) for their approval. The approved delineated edge must be shown on the survey including the 35' setback. The delineated edge should be denoted with who performed the delineation and date of approval. 2. The survey should meet our survey standards. A copy of the City's survey standards is attached. For example, a. Proposed structure shown b. Topography vs spot elevations c. Wetland setback should be shown from the delineated edge landward, not toward/or in the wetland. 3. Hardcover calculations(a copy of the City's Hardcover information packet is attached) If you have any questions, please don't hesitate to contact us. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway ' Orono MN j 55356 (physica/address) PO Box 66 : Crystal Bay � MN 55323-0066 (mailing addressJ S 952.249.4620 8 952.249.4616 � cmattson@ci.orono.mn.us ! � 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 OUR OFFICE WILL BE CLOSED: Monday, May 30, 2016 From:Willis L. Gilliard [mailto:willisgilliard@yahoo.com] Sent: Friday, May 27, 2016 9:23 AM To: Christine Mattson<CMattson@ci.orono.mn.us> Cc: lori@hermanrenovation.com Subject: 1135 Heritage Lane Orono MN 1 May 27, 2016 Cris: Please respond to my email that was sent to you on May 25, 2016. My question is, do you need more information from this surveyor prerequisite to your approval of the homeowners' request to receive Orono's permission to construct an addition to their home? I am motivated to reply to your question(s) expeditiously and thus obviate further delays to the homeowners' proj ect. Willis L. Gilliard, R.L.S. 2 E �O�O C ITY OF ORONO � � Street Address: Mailing Address: Telephone(952)249-4600 �, G1 2750 Kelley Parkway P.O. Box 66 Fax (952)249-4616 l,y F, Orono, MN 55356 Crystal Bay, MN 55323 www.ci.orono.mn.us KESH�� June 28,2016 Michael Herman Herman Renovation 5645 Eureka Road Excelsior, MN 55331 Re: Building Permit Application#2016-00571 1135 Heritage Lane On May 24, 2016 the building official notified you the survey submitted used a reference scale and an updated survey using a standard scale would be required. Your surveyor Willis Gilliard has been in contact with me regarding the survey; however, we have yet to receive two full-size, signed copies. Staff conducted a preliminary review based on the information provided and requests 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. Please provide two updated copies of a full-size certificate of survey which meets all of the City's survey standards (enclosed). Please show the following: t► a. All lower level doors must have a landing shown, either existing or proposed. b. The delineated wetland edge. See Item#4 below. Please note: Our engineer has not reviewed the survey,so additional comments may be forthcoming. ��J2. Landscape Plan. Will there be any changes to the landscaping with the proposed addition? If so, the City requires a landscape plan be submitted showing all the proposed exterior/landscaping improvements, i.e. �� patios,grading,sidewalks, retaining walls, etc. The plan should include the name of the individual performing \ ` the work. Any proposed patios, grading, sidewalks, retaining walls shown on the landscape plan should also be reflected on the survey. 3. HardcoverCalculations. The property is located in Tier 3 ofthe Stormwater Quality Overlay District. Hardcover calculations are shown on the survey; however please have the surveyor prepare hardcover calculations, showing existing and proposed hardcover using the City's hardcover calculation worksheets. Enclosed is a copy of the City's hardcover information packet. 4. Wetland. Based on our available information, it appears there is a wetland within the subject property. This wetland appears to be located within 150 feet of the proposed project. Because Orono City Code requires a 35-foot setback from any wetland for structures or hardcover,the location of the wetland must be indicated on the survey. Setbacks must be verified with wetland delineation information. The unsigned survey dated January 25, 2016 shows a 35 foot buffer based on 934' elevation not a delineation. The delineated wetland edge must be shown on the survey along with the delineator name and date approved by the MCWD. Level2 Delineation is required. A Leve12 delineation must include the exact surveved boundarv of the wetland shown on the certificate of survey. � r June 28,2016 1135 Heritage Lane � Page 2 of 2 5. Minnehaha Creek Watershed District (MCWD). Your project may trigger the Minnehaha Creek Watershed DistricYs (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. Please feel free to contact me at 952.249.4620 or by email at cmattson@ci.orono.mn.us if you have any questions on the above requirements. Sincerely, CITY OF ORONO NS�'I�..� ristine Mattson Planning Assistant c Michael Herman Lockie Markusen; 1135 Heritage Lane; Wayzata, MN 55391 Willis Gillard via email MCWD via email Roger Peitso, Building Official enclosures , � Christine Mattson From: Christine Mattson Sent: Tuesday, June 28, 2016 2:13 PM To: lori@hermanrenovation.com Cc: 'Willis L. Gilliard'; 'Lauren Sampedro'; Roger Peitso Subject: 1135 Heritage Lane/#2016-00571 Attachments: letter.pdf; Hardcover Information Packet -2014.pdf; Survey Requirements -August 2015.pdf Michael, Attached is a copy of the letter and enclosures being mailed today. 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 S3' 952.249.4620 � 952.249.4616 � cmattson@ci.orono.mn.us ` � www.ci.orono.mn.us Summer Office Hours: (Monday, May 23 through Friday,September 2, 2016) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Monday,lu/y 4, 2016 1 `�� / " DATE IME CITY OF ORONO CALLED IN � INSPECTION OTICE �/ SCHEDULED � � PERMIT NO.. ` � COMPLETED � -��. n �- ��DR��n, - Ya-G�S y OWNER TELEPHO NO. �� CONTRACTOR -{� � DESCRIPTION � ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE PTIC INSTALL Z OWNERICONTMCTOR TO MEEf ll�U• YES_NO y COMMENTS: - � W Q 0 ��r� � �� • , � h � ` � �e �r� P �'�' l� .� 1 . ,,4�" �,� � �C�r� -,� , 0 � W � Q � 2 � W � 1 � ��RKSATISFACTORY:PROCEED ❑ PRWECTCOMPLEfE W ❑CORRECT VYORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECONERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR Wlll RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (g52) 249-46�0 pwnerfContractor qn�ite: Inspector. �� White Copyllnspector'a File Cenary CopylSHe Notks -}'� �� "r i � DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE /\ ` SCHEDULED '' �� PERM(T NO._�� yC�l.'✓�� COMPLEfED ADDRESS �/ ..�� 1�� / -� C1 C.� OWNER TELEPH E NO.� - '�`�� CONTRACTOR C C �l f Gt r"1 �4%10�� DESCRIPTION � � 1 S �e �Q�/ G�l � ��12c�� ty ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLINCa Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVA� Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION _ ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ F AL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ EWER HOOK-UP ❑ FOUNDATION/REMOVAL � ❑ DEMO-SITE ❑�PTIC INSTALL 2 01MNEWCONTRACTOR TO MEET Y�ll:_YES_NO � COMMENTS: � �/��tti GYi�K /rJSaC� 6 rl�i� �.t�-r o �o�rrr��o� WQ ��-4- r�� - _a '' l�� c�•H -� '' '��ieN re� .haP�►' � � ��ts L � ��.- - � �° G�l4.SS ��G � '�S�cG. - 116 //. . �c.0�� -� Q 2 r`�' � c��/ � w � _ � � �K SATISFACTORY:PfiOCEED ❑PROJECT COMPLETE W �C7 OORRECT WORK 3 PROCEED ❑ISSUE CEFiTIFlCATE OF OCCUPNNCY O O CORRECT W'ORK�LL FOR REINSPECTION TEMPORARY V BEFORECOVERIN� PERMANENT O CORRECT UNSAFE CONDITION WRHIN HOURS. p pHp70 TAKEN INSPECTOR YVILL RETURN ❑STOP OHDER POSTED.CALL INSPECTOR �GTATION ISSUED ❑INSPECTION REWIRED.CALL TO ARRANGE ACCESS. Csq for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: Inspector: wn��e covrn��or.F�N c.�ary coPr�.Na�e. I�/ �./ ` �. T�, TIMl�, ` CITY OF ORONO CALLED IN r� iNSPECTION C �j �HEDULED �� PERMIT NO. �✓ �/COMP ETED ADDRESS � OWNER TEL HONE .��ag�'OS�7 CONTRACTOR �� , � � �'' DESCRIPTION ' ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADINC�/FILLIN(3 Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q AMING ❑ MECHANICAL FINAL ❑ RATED WALLS � INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP �Y ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL Q OMINENCOI�ITRACTOR TO MEET YiOU:_YES_NO �� (�c. �"� �e� - �-- �- /6 COMMENTS: E � W� �� F�✓-t ,bl�/� tZtGe� Gar�f..�r ��oQ,Oc.9G�a/..i. , _ - . o J r� L. ..,w� ra.� - '' .�t��t �QL -(',.� O,� � � ^ . � Cor�� Hu - �n p/GaS �SLc�sSc� W � Q n /� � � Y'/Ut/I�J' e Sc/�r GloS�'�► 4CCc5S G�G2�/S T 42i ' � a�E,� c��as as �<sc yssc�D � � W ❑WORK SATiSFACTORY:PFiOCEED O PROJECT COMPLETE � CORRE VYORK�PROCEED ❑ISSUE CERTIFICATE OF OCCUWINCY W 0 ❑CORRECT NfORK,CALL FOR REINSPECTION TEMPOMRY V BEFORE COVERIN� PERMANENT ❑CORRECTUNSAFECONDITION WITHIN HOURS_ p pHpTOTAKEN INSPECTOR WILL RETURN �STOP ORDER POSTED.CALL INSPECTOR ��TATION ISSUED ❑INSPECTION REOUIRED.CALL TO ARRANGE ACCESS. CaN for the next inspectfon 24 hours in advance. (952) 249-4600 OMn�lContractor on site: �l �e In ` YYhite CcPYMspector's Fib Canary CoprlSib Notics �-f � ��. ✓ "- TIME CITY OF ORONO CALLED IN 9 �/� �D�n'` INSPECTION NOTICE �HEDULED Ci'/5-/L� G � � PERMIT NO. ��/�/� `�'S� OMPLET t� ADDRESS � -s �� ' � �� OWNER TELEPHONE NO.��p-��G'� �� CONTRACTOR "l Cf' ��"Z'�Q��'� lf lL�� DESCRIPTION �� S t� �FOOTING ❑ DEMO-FINAL / ❑ SEPTIC FINAL QPOURED 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 41 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICOI�ITRACTOR TO MEET YOU:_YES_NO � COMMENTS: ! /��c Sur� '�o .e�,�e✓ia� �e.�ita�I � ,� ,:��- .f-��v�r'� I'Lfior�T Gi7� �a�l� � J O � / / / � /��l �G!"�GaC1' 0o,�7N�� a''tO� T•�°� �.,,'Tu � �1(� ,�4,1�n!�A'7"/p ni � Q � - �r•�,.s �a,�.�/�� W � w � J O W� ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � CORRECT WORK 6 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COWERING 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 hours in advance. (952� 249-4600 OwnerlContractor on site: Inspector. ��'r� G-' White CopyAnspector's File Canary CopylSite Notfee �' � f� 1 ji CITY OF ORONO CALLED IN �D�j� TIME� INSPECTION TICE SCHEDULED ^ " -/ .' 3� PERMITNO. ��1�'�57� OMPLET D � ADDRESS l�� ,.�C.p OWNER TEL HONE NO. • CONTRACTOR � � � DESCRIPTION �� '��""'� " � ll� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ � ❑ DEMO-SITE ❑ SEPTIC INSTALL � OWNERICONTRACTOR TO MEET YOU:_YES_NO v�, COMMENTS: a '� YCvIG�I 5�� rrRCCc /�c� Srd1r K� 0 6 �� .;. . -� ,�ra o�d�,� a��4C, �. � S .li�i -��v1 G P O�'l �/• C K O �l S �s 4 S f�.�" O � Q �dr +�C� � C� �� a( rC��SaG�� 2 W � W � J W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT VYORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY ��CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR �NSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: Inspecto� � White Copyllnspector's File Canary CopylSfte Notice � TIME � ATE � CI OF RONO CALLED IN J � INSPECTION OTI E SCHEDULED Z-��b � PERMIT NO. D� -�� co P�Er ADDRESS � -�S OWNER � T EPHONE NO��-��0��5�� CONTRACTOR G�'� � � DESCRIPTION ly ❑ 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 �- LJ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL Q OWNEAICONTRACTOR TO MEET YOU:_Y NO c�n COMMENTS: ��C� �`L �` aG - �� — �71i� �t�� rt� t S��i �,Ja/l ' �j •c�5 . od6se��e�? � o/� ,�� e.�5�i�e��.��es�,, - �. � ° — �7�ew�e.t� �rr+ . - ,L�� eicS��lcc%� ��G� W � Q � � //'�� ' /S .P�1��.S�fefl ' � � �...►o�iiaw dr� ��l�, r��D�oo-�K� i-/�uG< - o,�, '- . 4, • r•c� �- ••ti r'�a- � K `7a .z'b cl�� :.., �L:/c fb di+.:., � / '.tG — M4�lL •f O W�'��GYORK SATISFACTORY:PROCEED ❑ PROJ CT �MSPL$E �}��1A�L C 1 � ��❑RRECT NfORK 3 PROCEED ❑ ISSUE CERTfPICATE�F 6CCUPANC�� 0 �CORRECT WORK,CALL FOR REINSPECTION TEMPORARY �� V BEFORECOVERING PERMANENT �y/� ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � PHOTO TAKEN ��C INSPECTOR WFLI REfURN �STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call tor the next inspecti 4,hours in advance. (952 j 249-46�� OwnerfContractor on site: < Inspecto . ^^ White Copyflnspector's Flle Canary CopylSfte Notks • V o Z � � tn � � H � � wzo�o H � N _ i 2 � N --- ,: :_ ..:, — , , _ . ,�� ., . , .._... ., . _.. : U fl-r- <. ... ., , __ ..... : ... �..: .. . .. .. '' :�. � � � �.._. . .; ; � , � , . .. _,...- �,��_..._ , .. ,.;.. _. ,.:... ..� : ;� � .�.. . .. . ,, ., .. ;.. ... ; ' H Q '_r � ,. �� _' � �:,. Z � � .. ..�. < ......... . ... . .� �.<i "_ ' � � ;: ' � 0 +`-. .. ... /'\\ � � (n � ---- _— --- -� ..,. � , �- ._� �`," ,• i � ; . , �� V -�.. i,,,..., .,. � J � � '- � � - ,�.._ � � . _ . _.. , � 4 �. , ,.. .. � .._ .,..� ., .3 ....., ' -' �.�. � N � N �10(APPROX MATCH) , �-: �� . , � � �- .� - . /� Q � N A� �/NEW PRE-ENGINEERED�� •�,- - � - i � � o RooF rRussEs 2 �.s.. o H� .;. _ _ _. , � - W N C� TYP.ROOF O.H .. 'c�---.,�� HIPPED . ,. �— � ''..:7 � � � � TO MATCH EXT'G \�6 � ROOF �� _ : �J�I � I � � CV � _ I '� _ � : . � � <_ _ � � I�� :�;��. �., ..`< ,., ..-� :�. .. L� � I�' � , ,.. � � , — ---- — --- - 100 �� - '� C�0 �� ; I �� , � I �' � ��( � � � � I ' �� ! � � F OP TO � LAUNORY FiAILWAV 6TA�}JALL B1 � I I � � I I I I � 11 � / / •.. . ��. .. �..�. ��JI I �� - � �� .�� . .. I ��: �I�-._ W , ,' ;! , .ri_ __�,�t�_ }'� _ � Bt c' MAOTCHEXISTOINGOHT. / C2 � I' __ _JI,'�� I :.I� N - .��._� � � . ^ � T � � , ..., _�... , , ..� __ �.. .... . _., . . : - ,., � . ... . :��. .. —._ z��ooR� �� ;��' i�-nar�i��o - — -- - �� O) � oI ��Hvnc � -' .. - �— — -- _ ..._��_ > .� _ . � . _i � .. � J � T I LL .�,. FOR�CONTINUOUSHEGHTI NG -�I' I� /��, � ': r � �'��, ��i �' u.. .. . ,.:� � � ' . .. .. . :, ., ._ � Yi'fL55ES Z �' BEDROOM HALLWAY �� .. 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SEESTR��T�RA�P�ANs,s,as,2, ' o � BUILDING SECTION (THROUGH LAUNDRY) ANDSTRUCT.NOTES�SHEETS00) FOR STRUCTURA�INFORMATION) I I Scale:714"=1'-0"on 24[3fi(718"='I'd"On 11x7) PROJECTPHASE: Construction Documents PROJECT NUMBER: 15-073 MARKUSEN RESIDENCE GENERAL ASSEMBLIES issuE onrE May 11,2016 � 1A ROOF ASSEMBLV(OVER HEATED SPACE,R38 MIN) 2B FOUNDATION WALL (HEATED SPACE ABOVE 8 BELOW GRA:)=,R-15 MIN) G2 FLOOR ASSEMBLY (MAIN LEVEL�TJI FRAMING) -�"' -ASPHALT ALGAE-RESISTANT SHINGLE -COMPAC?ED GRANULAR BACKfILL TO PERMIT DRA:!�:�GE -FINISHED FLOOR MATERIAL VARIES-SEE FLOOR PLANS May 25,2016 -CEDAR BREATHER OR NAILING STRIPS PER MANUF. -ABOVE GRADE-COMPOSITE SHINGLE SIDING -3/4'PLYWOOD SUBFIOOR -UNDERLAYMENT PER CODE -ABOVE GRADE:TREATED FURRING/NAILING STRIPS!C)R SIDING �TJI FLOOR FRAMING-SEE STRUCTURAL -1/2"ROOF SHEATHING(SEE ALSO STRUC) (NOTE-.FACE OF FURRING SHOULD ALIGN w/F.O.cX?i (COORDINATE TO ALLOW FOR MECH.DUCT RUNS 8 PLUMBING) -FRAMING/TRUSSES/REINFORCEMENT PER STRUC PLAN WALL SHEATHING ON NORTH GARAGE ELEVATION Tc'��=NSURE REFER TO CEILING PLANS FOR FINISH MATERIAL -INSULATION TO R-38 MIN THAT SIDING FLUSHES OUT-PLACE FOUNDATION WA_L ACCORDINGLV) - -THERMAL BARRIER -ABOVE GRADE:VJEATHER BARRIER -REFER TO CEILING PLANS FOR INTERIOR FINISH -2"RIGID INSULATION(PER MN ENERGV CODE) C3 FLOOR ASSEMBLY (@ SCREENED PORCH) -NOTE�.ASSUME SOFFIT AND RIDGFJ GABLE VENTS WHERE POSS. -WATcRPROOFING �1"IPE DECKING,FACE ATTACHED TO -8"CMU FOUNDATION WALL(SEE STRUCTURAL PLAN,. -7qpER SAWN TREP.TED SLEEPERS-1-12"MIN.HEIGHT, �1"AIR SPACE BETYVEEN CMU 8 FRAMED WALL NOTCHED @ BTM.FOR DRAINAGE -2x2 TRT.WALL FRAMING(OR STUDS TURNED ON THE?SIDE) 2A EXTERIOR WALL ASSEMBLY(ABOVE GRADE,R-19 MIN�HEATED SPACE) -OPEN CELL SPRAY FOAM INSULATION(OR BUILDER'S CHOICE) -EPDM ROOF MEMBR4NE �COMPOSITE SHINGLE SIDING AT MOST LOCATIONS, -INTERIOR WALL FINISH MATERIAL(REFER TO INTERIC i ELEVS) -TAPERED RIGID INSULATION SLOPED i/4"/FT.TO SCUPPERS -� BATTEN-ON-BOARO AT SOME GABLE IOCATIONS -PLVWOOD SUBFLOOR �CONTINUOUS WEATHER BARRIER-LAP&TAPED SEAMS -7,JI FLOOR FRAMING-SEE STRUCTUR4L --� -112"EXTERIOR PLVWOOD SHEATHING -INSULATION PER CODE -FRAMING REINFORCEMENT PER STRUCT.PLAN 3A fLOOR ASSEMBLY (MAIN iEVEL�FLOOR TRUSSES) -REFER TO CEILING PLANS FOR FINISH MATERIAL -INSULATION TO R-79 MIN.(BUILDER TO CONFIRM INSULATION TYPE) �FINISHED FLOOR MATERIAL VARIES-SEE FLOOR PLA^:S �VAPOR BARRIER -3/4"PLYWOOD SUBFLOOR �INTERIOR WALL FINISH MATERIAL(REFER TO INTERIOR ELEVATIONS) -22"DEEP FLOOR TRUSSES-SEE STRUCTURAL C4 FLOOR ASSEMBLY(SLA9�BASEMENT) DRAWN BY'. (COORDINATE TO ALLOW FOR MECH.DUCT RUNS 8�:uMBING) � _4"POURED CONCRETE FLOOR -REFER TO CEILING PLANS FOR FINISH MATERIAL SEE STRUCTURAL FOR REBAR,INSULATION&OTHER NOTES SEE FIOOR PLAN FOR FINISH MATERIAL -R-10 MINIMUM RIGID INSULATION(2"ASSUMED) NOTES -VAPOR BARRIER-TAPED SEAMS,SEALED(q EDGES �R-VAL'JES NOTEC MEET OR EXCcED CODE MINIMUM BY COMPONENT BASED ON MN RULE 1322.1102,TABLE N1102.1 -COMPACTED GRANULAR FILI.-SEE STRUCT FOR NOTES,DEPTHS -PIACE A BOND BREAK BETWEEN ALL WOOD AND CONCRETE IN ANY CONDITION(BLDG FELT,SILL SEAL.ETC.)TO AVOID VNCKING MOISTURE -DRAIN TILE AND RADON MITIGATION WNERE APPLICABLE IBEDROONISHBATHROOMSAO ON OFAAND LAUNDRyVITV INSULATION OR OTHER ACOUSTIC SEPARATION IN WALLS AND FLOORS AROUND — R EC E IVE D A 3 0 FF�y � 1 ZO16 BUILDING CITY pF aRONO � SECTION � V o � Z � � � � � H � r w Z � H � N _ , 2 � N — . ;' ` _- � �� _�� {- > � - � Q .. r. : . .,.,. r_,,.� _. ° ' ... . . � �; . ,, _ i OZ r� � , .,,.. � ,�� a� : ` . x c� - ---- -- - ._.: ', ;r _'` �� :. N � :_ .. . .�: � . , � .x ._ _ . ;_ ,, �.. ... . �. . .. � .v L.L . , i .._ .. ..; �;. -, .. . ��: � �..: . ..:. , ,... -� �� - � - ,. .;.,,, , <. _ , __�-. :�s�_.� .,._ ,�,-; , .. .-, � , _:. �, ,,.,_. _-,�..<.., ,,. ...�. �......... Q � � _. _ . .' r � " � ' � J � LI� .. , , , ..._. .,. 1z d ..- 00 �/NEW pRE-ENGINEERED�� : � . � � -�"—"— � � S � N 1C(APP�OX MATCH) `.. � , • -� , � ,� .'-.- ��.. ` � � ,. , ROOF TRUSSES � � . �� -. � . ' ,. ;'_ , V � N A1 ',�_� 12 .. �S �H� ' .' L � , . ___-_ . .�— : -- � � TVP ROOFO.H. �- �HIPPED '- �. ' •'�• - —� � — � � .. ' N „. TO MATCH EXT'G �I6 ROOF ,�,_; �_ � : � � � '. �I �� M ' _. . , �''�.. , - _ , '�I �I `�� _ - _ .. . . . . _.. . . , : � N � f� N ' : i� : ,- _ �� -- --- - �__� / - -, ;� � 0 � �� , �o o' � � ; ��, � �� OFFICE CLOSET SCREENED PORCH . I , . ; i � � :, ;j : � ; 1 I � '�� :<< � c,� .. a, To S�aF�ooRra �, �� , �, j � ,� , . - TMATCH EXISTING HT i �——i -- _ �" � � ,-� . ' _ '' ' ' I '- „_ ' -- , . c- �22`F�oOR�� . � . � - . �-. .. - ' C I _ � - �� '___ II %I �� , � � � � , .� . ,: .,': � rn �rausses , - Hvacl-��{ - ii-�iaT�ii�aroRoaaeo� _._ _ ___ _ � _ � ch ��--"- —- — — — -- - I _, , . _.. ... . . ., � � _ N �� >�' � � -- >I > � '' � �Z 0 0, I I I�I I � � ' I I L I. eZ ' 9EDROOM BATHROOM WC TRIPP'S BEDROOM ' I .. I � � � � _ � O B1 i I� wi ^, T ¢I V/ 1 Q' '^ C I d I v, � 0 �. I �� I�� i ... ..� I:.. � 2� .I ..� i. I' '... . I ��. . . . . ..: .� —__J . — I��.�.. L I � ;i �i �, m' I i ' '', ;', ' , I I� ' L-- J � � o '�. , I �. ., '� � . �. I � _ � ., ��: . . � L r- m , � il T O.CONC.SLAB TO I . i .. . � MATCH EXISTING HT. . I JI� - ----J ' ��' � I �___.J'� .�' c� ——_ C 0 '.. SEE STRUCTURAL PLANS(S�6S�2� ANDSTRUCT.NOTES(SHEETS00) FORsrRucTURnuNFORMnTioN� � 'a �,�� BUILDING SECTION (THROUGH PORCH1 Scale:1/4"=1'-0"on 24x36(tl8"=1'�"on 71x7) PROJECT PHASE: Construction Documents PROJECT NUMBER�. 15-073 MARKUSEN RESIDENCE GENERAL ASSEMBLIES ISSUE DATE: May 11,2016 1A ROOF ASSEMBLY(OVER HEATED SPACE,R38 MIN) 2B FOUNDATION WALL (HEATED SPACE ABOVE 8 BELOW GR4DE,R-15 MIN) CI FLOOR ASSEMBLV(MAIN LEVEL @ TJI FRAMING) - -ASPHALT ALGAE-RESISTANT SHINGLE -COMPACTED GRANULAR BACKFILL TO PERMIT DRAINaGE -FINISHED FLOOR MATERiAL VARIES-SEE FLOOR PLANS May 25,2016 -CEDAR BREATHER OR NAILiNG STRIPS PER MANUF. -ABOVE GRADE:COMPOSITE SHINGLE SIDING -3/4"PLVWOOD SUBFLOOR -UNDERLAYMENT PER CODE -ABOVE GRADE:TREATED FURRING/NAILING STRIPS FOR SIDING -TJI FLOOR FRAMING-SEE STRUCTURAL -tl2"ROOF SHEATHING(SEE ALSO STRUC) (NOTE�.FACE OF FURRING SHOULD AL�GN w/F.O.EXT'G (COORDINATE TO ALLOW FOR MECH.DUCT RUNS 8 PLUMBING) -FRAMING/TRUSSES/REINFORCEMENT PER STRUC PLAN WALL SHEATHING ON NORTH GAR4GE ELEVATION TC ENSURE -REFER TO CEILING PLANS FOR FINISH MATERIAL -INSULATION TO R-38 MIN THAT SIDING FLUSHES OUT-PLACE FOUNDATION WALL ACCORDINGLY) - ---- -THERMAL BARRIER -ABOVE GRADE:WEATHER BARRIER -REFER TO CEILING PLANS FOR INTERIOR FINISH -2"RIGID INSULATION(PER MN ENERGY CODE) C3 FLOOR ASSEMBLV � -NOTE:ASSUME SOFFIT AND RIDGE/GABLE VENTS WHERE POSS. -WATERPROOFING (@ SCREENED PORCH) -8'CMU FOUNDATION WALL(SEE STRUCTURAL PLANP; -1"IPE�ECKING.FACE ATTACHED TO ---- -1"AIR SPACE BETWEEN CMU&FRAMED WALL -TAPER SAWN TREATED SLEEPERS-7-72"MIN.HEIGHT, -2x2 TRT.WALL FRAMING(OR STUDS TURNED ON THE'R SIDE) NOTCHED @ BTM.FOR DRAINAGE - ---�- PA EXTERIOR WALL ASSEMBLY(ABOVE GRADE.R-19 MIN @ HEATED SPACE) -OPEN CELL SPRAY FOAM INSULATION(OR BUILDER'S CHOICE) -EPDM ROOF MEMBRANE -COMPOSITE SHINGLE SIDING AT MOST LOCATIONS, -�NTERIOR WALL FINISH MATERIAL(REFER TO IMERIGR ELEVS) -T�+PERED RIGID INSULATION SLOPED 1/4"/FT.TO SCUPPERS BATTEN-ON-BOARD AT SOME GABLE LOCATIONS -PLYWOOD SUBFLOOR -CONTINUOUS WEATHER BARRIER-LAP 8 TAPED SEAMS -TJI FLOOR FRAMING-SEE STRUCTURAL -1/2"EXTERIOR PLYWOOD SHEATHING -INSULATION PER CODE -FRAMING REINFORCEMENT PER STRUCT.PLAN 3A FLOOR ASSEMBLV (MAIN LEVEL�FLOOR TRUSSES) -REFER TO CEILING PLANS FOR FINISH MATERIAL -INSULATION TO R-19 MIN.(BUILDER TO CONFIRM INSULATION TYPE) -FINISHED FLOOR MATERIAL VARIES-SEE FLOOR PLAtlS -VAPOR BARRIER 3/4"PLVWOOD SUBFLOOR -INTERIOR WALL FINISH MATERIAL(REFER TO INTERIOR ELEVATIONS) -22"DEEP FLOOR TRUSSES�SEE STRUCTURAL Cq FLOOR ASSEMBLY(SLAB @ BASEMENT) DRAWN BY-. (COORDINATE TO ALLOW FOR MECH.DUCT RUNS 8 PLUMBING) .y pOURED CONCRETE FLOOR -REFER TO CEILING PLANS FOR FINISH MATERIAL SEE STRUCTURAL FOR REBAR,INSULATION 8 OTHER NOTES SEE FLOOR PLAN FOR FINISH MATERIAL -R-10 MINIMUM RIGID INSULATION(2"ASSUMED) NOTES -VAPOR BARR�ER-TAPED SEAMS,SEALED�dd EDGES -R-VALUES NOTED MEET OR EXCEED CODE MINIMUM BV COMPONENT BASED ON MN RULE 1322.7102,TABLE N1102.1 -COMPACTED GRANULAR FILL-SEE STRUCT FOR NOTES,DEPTHS -PLACE A BOND BREAK BETWEEN ALL WOOD AND CONCRETE IN ANY CONDITION(BIDG FELT,SILL SEAL,ETC.)TO AVOID WICKING MOISTURE -DRAIN TILE AND RADON MITIGATION WNERE APPLICABLE -VERIFV WITH OWNER LOCATION OF ACOUSTIC CAVITY INSULATION OR OTHER ACOUSTIC SEPARATION IN WALLS AND FLOORS AROUND BECROOMS,BATMROOMS,OFFICE,ANDLAUNDRY A 3 1 - RECEIVEp ''!��( �� 2O�6` —-BUILDING SECTION cirY oF oRorvo . , V o Z � � � � � H � ti w Z �n . . . � � � , — - � ;_",_ , � � � 2 � N �'" � ��° .h ..,. . < Q '_r � �MAIN LEVEL CEILING(ENTRY HALLj � � . . . ....�-. .. � � � � p� ��EXISTINGROOF�� O'^ '"' � �MAINLEVELCEILING(LIVINGROOM) � �, TRUSSES V/ � � i�-e• o.H @ .. �`�/�EwP �-ENci'��EER�a�� Q � � �2 ROOFD , � I RO FTRU ES I�. J � � 6 � � � I, �, I 'I sEESHGE,s�z=oR N N i - � i ' . STRUCTURA N i N � L O ES MAINLEVELCEIIING(TVPICAL) � Q N I —_ � — � 4� Y ---- -- - � � N _ � HIP VAULTED PORCH MATCH EXISTING CEILWG = , iI, CEILING HEIGHT AT NEW ADOITION W � � � N I— OPEN TO - WOODFRAMED CR ENE P R H S E D O C HALLWAY STORM 8 SCREEN PANELS F�V MARVIN� I . � PANELEU KNEE WAIL • \ �LI�E OF 6'-6"NEAD C3 C� ; b Z �� CLEARANCE @ STAIF2 ��c��, i T.O.SUBFLOORtO • � i T 0 MAIN LEVEL FlN.FLOOR � � ! MATCH E;:�STING HT��. / � ...: /., n .. . i J�B.O_FLOORJOISTS(11-�IB') �SC�PPER �.: , ' w ./... . .. . . .._ 11-7/8"TJI�EXT'G) � � I � �I , J i NOTE�FUR DOWN CEiLiNG AT (� �� I � UNDER STAIR STORAGE AREA w FOR CONTINUOUS HEIGNT � � � LL' p'I . CEILING IF DESINED � r; TRIPP'S CLOSFT OPENTO � N M � B� BEDROOM Q'',, HALLWAV � �/� J � i a� W I;NDER STAIR STORAGE •y� � � a, _ � �z O U , - ` � � � �� r o�o��s�a To �� ; �� r o sue MnrcH exisriNc Hr , ' N O .» .>._�_ __.:.�:.__ . ,. ,..,__ - ___^ ��__�..�:. ._.:;.._..�.-� .,... ._..��__ _� _ � 2 c � M � Y � O SEE STRUCTURAL PLANS(510.512) L � �' — ANDSTRUCT.NOTES�SHEETS00) � �'•� � FORSTRUCTURA�INFORMA?ION� � BUILDIMG SECTION (THROUGH PORCH) � Scale:il6"=7'L'en 24x36(1/8"=�'d"on 11z7) PROJECT PHASE�. Construction Documents PROJECT NUMBER: 15-073 MARKUSEN RESIDENCE GENERAL ASSEMBLIES issue onre May 11,2016 tA ROOF ASSEMBLV(OVER HEATED SPACE,R-38 MIN) 2B FOUNDATION WA�L (HEATED SPACE ABOVE&BELOW GRALE.R-15 MIN) CY FLOOR ASSEMBLY (MAIN LEVEL @ TJI FRAMING) -ASPHALT ALGAE-RESISTANT SHINGLE -COMPACTED GRANULAR BACKFIIL TO PERMIT DRAIW GE -FINISHED FLOOR MATERIAL VARIES-SEE FLOOR PLANS May 25,2016 -CEDAR BREATHER OR NAILING STRIPS PER MANUF. -ABOVE GRADE:COMPOSITE SHINGLE SID�NG -3/4"PLVWOOD SUBFLOOR -UNDERLAYMENT PER CODE -ABOVE GRADE:TREATED FURRING/NAILING STRIPS FOR SIDING -TJI FLOOR FRAMING-SEE STRUCTURAL -1/2"ROOF SHEATHING(SEE ALSO STRUC) (NOTE:FACE OF FURRING SHOULD ALIGN w/F.O.EXT'G (COORDINATE TO ALLOW FOR MECH.DUCT RUNS 8 PLUMBING) � -FRAMING/TRUSSES/REINFORCEMENT PER STRUC PLAN WALL SHEATHING ON NORTH GARAGE ELEVATION TO ENSURE -REFER TO CEILING PIANS FOR FINISH MATERIAL -INSULATION TO R38 MIN THAT SIDING FLUSHES OUT-PLACE FOUNDATION WALL ACCORDINGLY) - - -THERMAL BP.RRIER -ABOVE GRADE�.WEATHER BARRIER -REFER TO CEILING PLANS FOR INTERIOR FINISH -2"RIGID INSULATION(PER MN ENERGV CODE) C� FLOOR ASSEMBLY (@ SCREENED PORCH) -NOTE'.ASSUME SOFFIT AND RIDGFJ GABLE VENTS WHERE POSS. -WATERPROOFING -1"IPE DECKING,FACE ATTACHED TO -8"CMU FOUNDATION WALL(SEE STRUCTUR4L PlANS1 -7qpER SAWN TREATED SLEEPERS 1-1/2'MIN.HEIGHT, -1"AIR SPACE BETWEEN CMU&FRAMED WALL NOTCHED Q BTM.FOR DRAINAGE -2x2 TRT.WALL FRAMING(OR STUDS TURNED ON THEIF2 SIDE) za E%TERIOR WALL ASSEMBLY(ABOVE GRADE,R-19 MIN @ HEATED SPACE) -OPEN CELL SPRAY FOAM INSULATION(OR BUILDER'S;HOICE) �EPDM ROOF MEMBRANE -COMPOSITE SHING�E SIDING AT MOSi LOCATIONS, -INTERIOR WALL FINISM MATERIAI(REFER TO INTERIO�i ELEVS) -TAPERED RIGID INSULATION SLOPED 1/4"/FT.TO SCUPPERS --"�--- BATTEN-ON-80ARD AT SOME GABLE LOCATIONS -PLVWOOD SUBFLOOR -CONTINUOUS WEATHER BARRIER-LAP 8 TAPEC SEAMS -TJI FLOOR FRAMING-SEE STRUCTURAL -1/2"EXTERIOR PLYWOOD SHEATHING -INSULATION PER CODE -FRAMING REINFORCEMENT PER STRUCT.PLAN �A FLOOR ASSEMBLV (MAIN LEVEL @ FLOOR TRUSSES) -REFER TO CEILING PLANS FOR FINISH MATERIAL - -INSULATION TO R-19 MIN.(BUILDER TO CONFIRM INSULATION TYPE) -FINISHED FLOOR MATERIAL VARIES-SEE FLOOR PLAAS -VAPOR BARRIER 3/4"PLVWOOD SUBFLOOR -INTERIOR WALL FINISH MATERIAL(REFER TO INTERIOR ELEVATIONS) -22"DEEP FLOOR TRUSSES-SEE STRUCTURAL �d FLOOR ASSEM9LY(SLAB @ BASEMENT) DRAWN BY. (COORDINATE TO ALLOW FOR MECH.DUCT RUNS 8 PLJMBING) -4"POURED CONCRETE FLOOR -REFER TO CEILING PLANS FOR FINISH MATERIAL SEE STRUCTURAL fOR REBAR,INSULATION 8 OTHER NOTES SEE FLOOR PLAN FOR FINISH MATERIAL -R-10 MINIMUM RIGID INSULATION(2"ASSUMED) NOTES -VAPOR BARRIER-TAPED SEAMS,SEALED @ EDGES -R-VALUES NOTED MEET OR EXCEED CODE MINIMUM BV COMPONENT BASED ON MN RULE 1322.1102,TABLE N1702.1 -COMPACTED GRANULAR FILL-SEE STRUCT FOR NOTES,DEPTHS -PLACE A BOND BREAK BETWEEN ALL WOOD ANC CONCRETE IN ANV CONDITION(BLDG FELT,SILL SEAI,ETC.)TO AVOID NACKING MOISTURE �DRAIN TILE AND RADON MITIGATION WHERE APPLICABLE -VERIFY WITH OWNER LOCATION OF ACOUSTIC CAVI?Y INSULATION OR OTHER ACOUSTIC SEPARATION IN WALLS AND FLOORS AROUND A 3 2 BEDROOMS,BATHROOMS,OFFICE.ANOLAUNDRV -- ' RECEIVED M�v � � L O�u BUILDING SECTION CITY OF ORONO SITE PLAN FOR RECEIVED �i� �F ��N� �UL 0 � Z01r N Lockie Ma�kusen SITE PLAN _�GRADING P��4N �� APPROVED ��-nr dF ORONO � ❑ APPROVED WITH REVISIONS j� ?A � � DISAPPROVED 931.62 � �9 gO�img plan Review 930.85 ' catt �,�/�� X 933.41� � ( ` 46 8 BY . � � �� S 8101 b � � X 93a.3 � g DATE / . � �� ` � �� 'e Pian Review�3te: � ` � �`` � �l� � OR�� 931.f�'Zo4.V � a� � APPROVED 18 .`� 93 '�.�/� ,' � � � p APPROVED WIT4 REVISIONS � 930.85 �3 � 9q9 ;, as.� T. . . 0 20 40 100 DENIEO O�{ 93 / i fi� �,�W x g,; B M ELEV. = 952.30 � , , , , , � i�e .-cL � ,, 6 T.C. Existing San.Sew. MH. Source: �ff: �' 93�.9a /i �' � As-built plans, City of Orono. Denotes proposed direction � � y32.3 �� `r ° of surface drainage X �J l///�- -.� ,� .�po ( I �t, � � ,�9 .57 ( �� 951. 51.21 '� , / " � ��Li�l� t: 1 = �-(�-�Zi"� W x �' �950 4 � catt/dock x 93i.3 /l// / �l 9503 X � 951. � 930.8 I hereby certify that this is a true and correct representation of a survey of ice x 93 .9 932. � � / . p the boundaries of: 93 O 1 ^� 952.00 951.Owp � / '�"- ; .Sp X951.4 0 •�� `�/ �� Garage fl or o ,g�g � Lot l and that part of Lot 2,Block 3,Fo�chill, lying northerly of the < P p � �4.0 ��94 e Ei.-952 � s�.s ��42 ! following described line: Beginning at a point on the east line of said Lot 2, � f�o.bx � 1 si�� 9so.9 � �� distant 50.00 feet southerly at the northeast corner of said Lot 2, as � sl.aW � � measured along said east line;thence northwesterly to a point on the north 930. �! �� y �s�.��, 0 95 .95 line of said Lot 2, distant 107.00 feet westerly of the northeast corner of said ice 932.0 X 93 .26 � ��y'� 942.92 � � 51.2p'7� � LOt 2. 9a].7 ��940.3 942. W.O. .w,�,, � 9 l.20 �� i,, N 930. ;4 0� � (�X 942.3 � l 51 gw � �� _� And of all buildings thereon and all visible encroachments from or on said � � � /� / �. 5z.t�� „ ' r 5 .9p land. As surveyed�e this 25th day of January, 20l 6. ; W Q r 34.1 f �}\ 43.4 X� M � e�V �52.4p �f,. "�i � 931.2 N 0 � M / �40.72 � �, -Q�i�-,, " g5 catt � 0 � � ! �40� "`�' / �� Willis L. Gilliard,Reg. Land Surveyor, �ce 0o O �4r �3 / 942 / Q ,Q� Minnesota Licence No. 9587 � F 4 � � � 4 5�55 � D PARCEL COVERAGE C�7 �3 g � sept �� Gross area of parcel=47712.8 s.f. 31.36 ( � � • � �� -q�'Z,9so.s � 955. 9 Bituminous driveways and concrete walk=3713.72 s.f. (7.8%coverage) . °an / //// �� l 224,88 `~--, `� x cil Existing house=3545.03 s.f. (7.4%coverage) /932.0$� / / f 1 S 8d°01'45'�K' /� C' Proposed addition to house=906.00 s.f. (1.9%coverage) 17,$$ r � / 8 _��u Proposed porch and deck=473.04 s.f. (1.0%coverage) 1 �1 ( r ��x�l� o - ' Proposed percentage hard cover= 8637.79/47712.8 = 18.1% �� S 86°DI '45" � 9>g� o 0 0 � _ � ,� ( � 1 � ' i 6�0 1 S! o o P-�o�aesed�.�stural covera ge=4924.07 s.f. = l 0.3/o 3� 6 c�' �4 � '� .y� 956.� 18;,�j,, PARCEL ZONING AND SET-BACKS oan � '�/ � � � �0 � � �� Set-backs are from ordinances of the Ci of Orono Cit PI (�, � .� ty ( y amm�g Dept). N �6 9589 This property is zoned LR-]A -2 Acre WILLIS L. GILLIARD x 50-foot set-back front and rear 30-foot set-back side Civil Engineer� and Land Surveyor T�er 3 - 3s�ro Hc � Saint Michael, Minnesota 15%Structural Coverzge �� 612-382-0795 S ow�fina�] 934 co tour as received from Ben Carlson, WDC; Kjolhaug ��O Environmenta] Services Com an P Y REVISED JIJNE l6, 20]6 spot elev's,building addition, deck �I�5 i �.Bt t�- Zo ico -t�o671 ti • g.p�� Oi1 i� �� a1�C./' 1'` � DA /� TIME�J �CITY OF ORONO CALLED IN / �t INSPECTION N I � .��` SCHEDULED `�� PERMIT NO. c LEfED ADDRESS OWNER TELEPH E NO.�/��Z�ga�S' / CONTRACTOR ` �C � DESCRIPTION �OYC, ly ❑ 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 _ ❑ 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 _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO ��., COMMENTS: �.L , � lC�`/,5 ` �•a �' �-'� ��SuC. W �/ - _ � � v�Gr Cy�/�/�t G r j ^ 0 L.� L,, �ow•4-�t'fi�o:t W4t�J - Gld7�� Ce !� � ��.�o�.� - �4 �� w4 �,- 2 �a� � � !Y� //l Sl�L. / u�� l►.t/>d/ �t//'t�G✓ Q � ��'�s�� ,r�e��2 c��/,K� �. �- z 1 i� 5� � _, Q�<f�,�� a�` �,�� o�.� � �/ � . �v• �-�tcr - a C�Gl�� 6�"r ' " � ?� � ❑WORKSATISFACTOR�ROCEE �� ❑ PROJECTCOMPLEfE W �CORRECT WORK 3 PROCEED�3`�� Lo��BU�CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR R tE NSP CE TION � ��STEMPORARY � BEFORECONERING !G G�S PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REW IRED.CALL TO ARRANGE ACCESS. Cal1 forthe next inspection 24 hours in advance. (g52) 249-4600 OwnerlContractor on site: Inspector: � � White CopyAnspector's File Canary CopylSite Notice �� t�.�- v qAT�� TIME CITY OF ORONO CALLED IN � INSPECTION N TI s�c��SCHEDULED ��p'��-�T � PERMIT NO. � C MPLETED ADDRESS ��3 OWNER T LE ONE NO. � - °� �a-QS7� CONTRACTOR °�� , `' DESCRIPTION l� _ ��C ��—� ty ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TFEE 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 _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL ? O'WNERICONTRACTOR TO MEEi YiOU:_YES_NO � COMMEN • W �� •^ r � ( � � � - 3 � - � .c� , , � � � o �� Q — � � a�� Z � ` o� � � � � � O�s �^, , W �RK SATISFACTORY:PROCEED ❑PROJECT COMPLEfE � O CORRECT WORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT YYORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COMERING PERMANENT ❑CORRECTUNSAFECONDITION WITHIN HOURS. ❑pHOTOTAKEN INSPECTOR WlLI RE?URN ❑STOP ORDEN POSTED.CALI INSPECTOR �CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 ror the next inspection 24 hours in advanoe. (952) 249-4600 OwnerlContractor s te: Inspector: �J1� � . VYhiM CopyAnspecMr's Flle Cenary CopyiSfte Notks \/\,i) DATE TIME CITY OF ORONO CALLED IN INSPECTIONITE T) E A,. I SCHEDULED 3.--/C---re' 1/;3r) PERMIT NO. )((�I/ ? / iI COMPLETED ADDRESS //` S. /'� 1 t .('_ZiLtl..e___OWNER (.Je--MtkseA T 6/EPHONE NO. � '- 7Y/1/, CONTRACTOR ••-t,72.6(j DESCRIPTION t~11 ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING t40 FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL Z ❑ LATHE 0 MECHANICAL RI ❑ SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS Is ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU: YES_NO c• COMMENTS: Wil% GA0"17/ Co/r<.tdii v r S _/bpi _3 p ee-L/;"v 5 o C N,47cCk,'0r+5 a3 i,$ GGSc4 S tte /tel e.ACts1'r'�C. .r? nr 41 cap 4bop.de>N4.4 icS Urs t. ;n 01t.4 r'oo►+n Y7G L:i �44!{ ch.u;_1 t Or Lw,i n tic?W S a• 4.4,‘,..r..,. r' el v;r 1 d IQ cc W 0 WORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE OC W 0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY 0 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN 0 ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED '54JISPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site:om r. ✓ ' Inspectomss s'' / White Copyllnspector's File Canary Copy/Site Notice