The URL can be used to link to this page

Home My WebLink About2009-00803 - new structure , CITY OF ORONO PERMIT NO.: 2009-00803 � 2750 KELLEY PARKWAY , � ORONO, MN 5535fi- DATE ISSUED: 12/15/2009 952 249-4600 FAX: 952 249-4616 ADDRESS : 2400 FOX ST PIN : 04-117-23-41-0011 LEGAL DESC : MAJEST[C SPRUCE ADDIT[ON : LOT 1 BLOCK 1 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES, DETACHED VALUATION : $ 3,250,000.00 NOTE: ADVANCED PLAN REVIEW OF$9,851.89 PD-PERMIT: 2009-00802/SINCE OVERPAYMENT ON ORIGINAL PI.AN REVIGW BECAUSE SUBMITTED AT VALUATION OF$3,300,000.00.N�W PERMI"['AT$3,250,000.00-PI,RMI"I'FEE WAS ADJUSTED TO REFLEC'1' DIFFERENCE OF$130.00 WHICH WILL BE MAILED IN A CH�CK TO Cf IARLES CUDD. SEPARATE PERM[TS ARE REQUIRED FOR: PLUMBING,MECHANICAL,FIREPLACE, LAWN IRRIGATION WELL AND ELECTRICAL(STATE PERMI"CS) NOTE: SEPTIC AREA TO BE FENCED OFF PRIOR TO CONSTRUCTION-MULTIPLE SHOWER HEADS(HIGHFLOW)MAY RESULT IN CHANGES TO SEPTIC SYSTEM. NO CO UNTIL WETLAND E3UFFER IS INSPEC"I'ED AND 1'INAL MCWD LROSION CONTROL INSPECTION PASSED. APPLICANT PERMIT FEE SCHEDULE 14,826.75 CHARLES CUDD LLC STATE SURCHARGE(VALUATION) 1,250.00 15050 23RD AVENUE N PLYMOUTH, MN 55447- TOTAL 16,076.75 �) Minnesota State License#: 20635245 OWNER LWDBLOOM,JULIE 2690 RAINEY RD WAYZATA, MN 55391- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State E3uilding Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This penni[will expire and become null and void if construction authorized is not commenced within 180 days of the da[e of issuance,or if construction is suspendcd for a period of 180 days at any time after work has commenced. "I'he applicant is responsible for assuring all required inspections are reques[ed in conforniance with the State Building Code.This pennit may be revoked at any ti4ne for due cause. �' ;,... /� i�`; i�y �� l� � �.�ii /S i �% p ican�mitee SignatuYe Date Issu y Signature Date SEPARATE PERMITS REQUIRED FOR WORK HER THAN DESCRIBED ABOVE. :, c � City of Orono �f� 1�, o �� . 75J Building Permit Application�o�,� , for New Structures or Additions � ' Mailing Address: Permit number: OC - �id$'� ��,�j.�\ PO Box 66 / /� Q x:` O Crystal Bay, MN 55323-0066 Date received: � � � � "! �, /�/J� �, SfreetAddress:' Received by: ��- . ,� ��,� �._: �'S/. F�9 � ��'� 2 7 5 0 K e l l e P a r k w a �� ,� : • �• ti � Y Y M 3 � lan review fee: ��9g� r�"��i� Orono, MN 55356 p q_ D0 �_ESHO;:: 02 -� -- Total Fee: Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: ZyDO Fox S'�P�c�'', D�tanJO� �IJ � 1'',5 3S� Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes � No If yes,a special event permit is required with Police Department and City Council approva160 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/APPLICANT INFORMATION: Na me: �.'E S �. p � ��,. State License # 'Z,O(o'',�SZ.�{'� Expiration Date: 3 Phone: Lt2. 3'�3 . $OZO (office) (cell) Mailing Address: l�'OS'O S�'' Cit : (L. pU ZIP: $S Contact Person: a'aM,v �oN��-K Applicant is: ontracto� / Homeowner (Circle One) Email and/or Fax: ?_SOr.1rJ�K (�GHAn-4E�SG�t>�. GON�, a::• �;� � �\v� PROPERTY OWNER INFORMATION: Name: ��A.O '�' �u�.iF �..�N�81.00M Phone (day): Address: City: ZIP: Email and/or Fax ARCHITECT/ENGINEER INFORMATION: , ,1� - Name: CMM.LES �.onu ��.. F J�ltl �--L�. Phone (day): �(Z,"3 ',p Address: 1SOS0 23�• AuE City: �Yµ�J'1}t ZIP: �`�J�/`'��} Email and/or Fax: PROJECT INFORMATION: 1.Type of Project 2. Proposed Use 3. Structure Type 4.Sewage Disposal& Water Supply �$New Construction �Single Family with �Residence ❑ Addition attached garage ❑ Garage/Accessory Bldg. ❑ Public Sewer ❑Accessory Building ❑ Single Family with ❑ Deck ❑ Relocation detached garage ❑ Office/Commercial �Private Sewer ❑ Other: (specify) ❑ Multiple Family/Condo ❑Warehouse ❑ Public ❑ Storage ❑ Public Water *'Any earth movement may require ❑ Commercial ❑ Other(specify) MCWD review&permits. ❑ Industrial �Private Well Minnehaha Creek Watershed District(MCWD) ❑ Other: (SpeCify) 18202 Minnetonka Blvd Deephaven, MN 55391 Phone: 952-471-0590 Fax: 952-471-0682 • www.minnehahacreek.or '• �� Estimated Construction Valuation (excluding land) $ 3��`� _. i'" Last Updated: 9/29/2009 � `� - 17 - � � �; �:, ��i_� -771?� �� i 1 �r , STRUCTI.IRE INFORMATION: 1.Structure Dimensions 1. Structure Dimensions (continued) 2.Type of Construction a. Length (ft.)= ��`-i Number of bedrooms= S �Wood/Frame ❑ Masonry b.Width (ft.)= ��'� Number of garage stalls: ❑ Metal Attached = � ❑ Pole Bidg. Areas in square feet Detached = ❑ ICF 3,5.$.� ❑ On-site Prefab c. Basement= , ❑ Off-site Prefab d. 1S`Story = �j,s�z ❑ Other(please specify): 2. Z�d SIOf')/_ �+• � l f. '/2 Story = g. Total Area= � �`�(o REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Applicable � ❑ Permit A plication ff� ❑ Pro osed Buildin Plans � ❑ MN State Ener Code Calculations and Mechanical Code Re uirements Form � ❑ Surve meetin all re uirements ❑ Stormwater Pollution Prevention Plan ❑ Hardcover Calculation s ❑ Se tic S stem Site Evaluation Re ort ❑ Access Permit ❑ !$I Wetland Buffer Im rovement Plan ❑ En ineered Plans for Retainin Walls 4 feet or above ❑ Plan Review Fee ❑ ❑ Other APPLICANT 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; • 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. ApplicanYs Signature: Date: � Last Updated: 9/29/2009 - 18- � , Fees to be Charged YES NO Permit � Plan Review State Surcharge Investigation Fee SAC-`Number of SAC Units �ewer Connection Water Connection Park Fee Site Inspection Other(specify) Miscellaneous Fees Calculated By: Square Foota e $ per S uare Foota e Basement X = $ 1 S' Floor X = $ 2nd Floo� X = $ Garage X - $ Estimated Construction Value: � �: 'Z S�,Q 0�'j �u Orono Inspections Required Work Requiring Separate Permits Required State Permits ❑ Site Plumbing ❑ Grading / Filling .� Well ❑ Hardcover Removal .�Mechanical ❑ Fire Q�Electrical �+Footing ❑ Septic ❑ Water Connection � Poured Wall ireplace � Sewer Connection �Foundation Survey � Masonry �r Lawn Irrigation Radon Rock Bed �Mfg. Framing 0 Other(specify) I �I ulation ■'As-Built Survey �Y''Final 0 Other(specify) REMARKS (in-house): Other Review: Reviewed by: Date Approved: Access:Existing: ❑ YES 0 NO New: ❑ YES � NO REMARKS (TO BE NOTED ON PERMIT AND INITIALLED BY PERSON PULLING PERMIT) � � � C� � Q �� C �� , � 'I C� �0/l S'�'.��1�'%f-iQ.il.D � � �t ��'G `l �.v�,� ��'Q/4 C� J �'�i �/�'! � C4 (� �'� .I-�� L /�A�<,'PS' /�L S� ��f� C S-{ S-f--Pia,.c � I\� O C � V1/l� � wQ.��?iv�C\ �v� l v`S�Q.c.�Q.C� ✓hv�Cl Updated: 09/11/2009 M 1 z:\forms\plan review checklist.docx ��V\f� ► 1 �W� QX�S�� C ��1 �'�S��-�W1 �455-(-G� Pian Review Checklist for New Structures / Addi�ion� ' Address/ PID/ Legal: _ ��"� �Q r0 �C �.-� �.-}- ' � l Descri tion of work: ��; Z'�-l;' �� .-� C-� �J P 1 �LL�` � � �� '��- � �. Septic review by: �) ��— Date Approved: J r��,j- (j q Boning review by: ' Date Approved:�11� uilding review by: �� tit,.�,�,� Date Approved: ��- L Grading review by: [� /�;� ��'� ; l'l.'V►��r� Date Approved:_ �T��(� Zoning File#: Resolution #: Resolution Date: Zonin District Fire Department Post Office School District � �` _ ' Zoning: Lot Area: � / �./ SF/AC Width:_ �� Depth: `t �T �, .. Survey Submitted: 0 es � No Date of Survey: ' � ��- � I� - (�, ( 'f Pro osed Setbacks: `�.;.-• �� _=,, ,_ tM `..\,v� �, , Front.� Rear(� ( N S E CW�) ( N S C�W � Other Buildings Wetland Side Side Zl � C i.- � � �1�� l' �1 Building Defined Height: � ` ` � Building Peak Height: ��_ #of Stories Ok?: ❑ YES FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION: START WITH the distance between the basement floor/crawl START the distance between the slab and the highest , L( 7 � � space floor and the highest roof peak, the top of WITH roof peak,the top of the cornice of a flat roof, the cornice of a flat roof, the deck line of a the deck line of a mansard roof, or the mansard roof, or the uppermost point on a round uppermost point on a round or other arch-type ! i or other arch-t e roof roof SUBZRACT half the distance between the highest window and SUBTRACT half the distance between the highest window 43 hi hest roof eak of a itched roof 67 and hi hest roof eak of a itched�oof SUBTRACT the distance between the basement floor/crawt ADD the distance between the slab and the highest � � space floor and the highest existing grade within� existin rade within the foundation �the foundation or 10 feet, whichever is less. �l•�i EQUALS Defined buildin hei ht EQUALS `l• Defined buildin hei ht Lot Coverage: �q SF % Shoreland District WD Permit Received Avera e Lakeshore Setback Bluff Yes 0 No ❑ N/A 0 Yes ❑ No ❑ Yes No ❑ Yes ❑ No ❑ N/A Permit Number: � � �3c� Setback: Hardcover Zones Existin � Proposed Variance Required CUP Re uired 0-75' ❑ Yes 0 No ❑ Yes ❑ No 75-250' Type(s): � Type(s): 250-500' 500-1000' REMARKS (in-house): _ 1�(�.��?�d 1t1 �J �t�] CG�{��,J �^s�.-� �j J �/ �e� C�r�...� Updated: 09/11/2009 z:lforms\plan review checklist.docx _ „ , , , _ � � � � � ^r ,.�,. � � ° REScheck Software Version 4.3.0 Compliance Certificate Project Title: Lindbloom Residence Energy Code: 2003 IECC Location: Orono, Minnesota Construction Type: Single Family Glazing Area Percentage: 15% Heating Degree Days: 8037 Construction Site: Owner/Agent: Designer/Contractor: 2400 Fox Street Lindbloom John Sonnek Orono, MN 55356 2400 Fox Street Charles Cudd/DeNovo Orono, MN 55356 15050 23rd Ave N. Plymouth, MN 55447 6128893530 jsonnek@charlescudd.com . . Compliance: Maximum UA: 1396 Your UA: 896 . . . . . � .. . Basement Wall 1:Solid Concrete or Masonry 3446 28.0 0.0 141 Wall height: 10.0' Depth below grade:9.0' Insulation depth: 10.0' Wall 1:Wood Frame, 16"o.c. 7164 28.0 0.0 302 Window 1:Vinyl Frame:Double Pane with Low-E 621 0.320 199 Door 1:Solid 30 0.100 3 Door 2:Glass 470 0.320 150 Ceiling 1: Flat Ceiling or Scissor Truss 3754 44.0 0.0 101 Furnace 1: Forced Hot Air 97 AFUE Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit app�ication.The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 4.3.0 and to comply with the mandatory require rt�tisTe i EScheck n ction Checklist. o �• ��- 1�s�ws '�=�! � 1 b �30 • o ame-Title aYure Date Project Title: Lindbloom Residence Report date: 10/30/09 Data filename: F:\Drafting_DeNovo\Active\1134 Lindbloom\Documents\lindbloom.rck Page 1 of 1 . 1" �r,� "I/ Building Permit Fe Estimation for valuations greater than $500 Valuation 3,250,000 Permit Fee Surchar e Pla Review Total Fees 14,956.75 1,250.00 9,7 1.89 25,928.64 Total if No Plan Reviea4� ' 16,206.75 b t�-to-da n , .� � �� . I �C � � J � � �� . .� � ,n . � � �� -,�` �o , ' �y� �. f!/" � �i'" 1l" ��' Building Permit Fee st� �� for valuations greater than $500 Valuation 3,300,000 --; Permit Fee Surchar e P n Review Total Fees 15,156.75 1,26d.00 9,851.89 26,268.64 Total if No Plan Re iew 16,416.75 December 31, 2009 City of Orono Finance Department RE: Overpayment on Permit#2009-00803 for 2400 Fox Street Charles Cudd LLC, submitted a permit application for a new home valued at $3,300,000 in November and prepaid a Plan Review Fee of$9,851.89 (See Exhibit A). Along the way the permit valuation changed to$3,250,000 per the contractor. The new plan review fee would have been $9,721.89 (See Exhibit B). Since this plan review was already entered and issued back in November when the permit was dropped off, they were only picking up and paying for the permit itself. This permit was entered in the computer correctly based off the new valuation. However, it wasn't adjusted to reflect the difference they had already paid, on the plan review. We adjusted the $130.00 difference on the base permit fee. They already had a check made out in the wrong amount, check #7818, on Receipt No. 3.001869 dated 12/15/09. Since the amount was such a big difference we are requesting the difference of$130.00 be mailed to the applicant. Charles Cudd LLC 15050 23�d Ave N Plymouth, MN 55447 Respectfully, Rachel Dodge/Monica Fadness � � 2 MA TER DRAIIVINCaS 009 S SCOPE OF WORK: THESE CAST-IN-PLACE (C.I.P.) CONCRETE FOUNDATION WALL MASTER DRAWINGS ARE PREPARED AND CERTIFIED BY ULTEIG ENGINEERS IN COMPLIANCE WITH THE REQUIREMENTS OF THE INTERNATIONAL RESIDENTIAL CODE(IRC),AS WELL AS THOSE OF THE MINNESOTA AND WISCONSIN STATE BUILDING CODES. THESE DRAWINGS CONTAIN STRUCTURAL INFORMATION FOR USE IN THE CONSTRUCTION OF STANDARD C.I.P.CONCRETE FOUNDATIONS FOR TYPICAL RESIDENTIAL CONDITIONS. THIS INFORMATION IS RELEVANT TO THE CONCRETE CONTRACTOR,THE GENERAL CONTRACTOR,AND THE FRAMING CONTRACTOR. THESE DRAWINGS EXPIRE ON DECEMBER 31,2009. DRAWING INDEX: SCOPE, INDEX,&CERTIFICATION S1 ❑ USE GUIDELINES AND MATERIALS S2 ❑ GENERALNOTES S3 ❑ STEP FOOTING DETAIL S4 ❑ WALKOUT WALL DETAIL S5 ❑ LOOKOUT/KNEE WALL DETAIL S6 ❑ EXTERIOR UNBALANCED FOUNDATION DETAIL S7 ❑ BASEMENT WALL DETAIL S8 ❑ BASEMENT WALL VERTICAL REINFORCING TABLE S9 ❑ BRICK LEDGE DETAILS S10 ❑ FLOOR MEMBER BEARING DETAIL AND CONNECTION TABLE S11 ❑ BASEMENT WALL ANCHOR SPACING TABLE S12 ❑ NON-BEARING WALL JOIST BLOCKING DETAIL S13 ❑ NON-BEARING WALL TRUSS BLOCKING DETAIL S14 ❑ WINDOW WELL DETAIL S15 ❑ STOOP DETAIL S16 ❑ �� '�1!'�� p epabedcby Ime oatundePlmy dpectfsupervis on and hat I ��`c�G'�!{�fs��ii `� �.�,,.....,,.� �i am a duly Licensed Professional Engineer under the �� .�,• •ti i� laws of the States of Minnesota&Wisconsin. ��:� ��. ��''�� Print Name: CRAIG L.OSWELL = J Q I.L �� . .�-. '' = : ��• �.. ��.�� Y7o• OLIS, •111 r Signed:�.�--:c � '•.' MN '�►�: Date: 01-01-09 MN License Number: 42341 ��i�S • . �G`�� WI License Number: E-37911 ��SIt�jNa�� Rev Date 2009 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS 2'yU0 Fc� S�Er SCOPE, INDEX,&CERTIFICATION CLIENT INFORMATION: City:OR.tl�C� State:�Zip: SS3�' �!"=�!= SITE SOIL TYPE: CHARLES CUDD, LLC SAND❑ SANDYCLAY❑ CLAY 275 MARKET STREET, SUITE 445 5201 EastSute308 ProjeCt Number: 08.00538 Minneapolis,MN 55421 MINNEAPOLIS, MN 55405 � � Te1763-57�-2500 Phone: 612-333-8020 Fax: 612-335-5071 Drawing Date: 01-01-09 Fax763-577-1166 Sheet: 1 of 16 www.ulteig.com �O COPYRIGHT ULTEIG ENGINEERS INC.2009 DHAWING USE GUIDELINES AND LIMITATIONS: THE CONTRACTOR IN THE TITLE BLOCK BELOW IS LICENSED BY ULTEIG TO USE THIS PACKET WITHIN THE LIMITATIONS NOTED FOR PROJECTS IN WHICH THE LICENSEE IS DIRECTLY RESPONSIBLE. THE LICENSEE MAY RELEASE THIS PACKET TO ITS SUB-CONTRACTORS AND CLIENTS FOR USE IN THE PROCUREMENT OF BUILDING PERMITS.A COPY OF THIS PACKET AND A LIST OF THE CURRENT AUTHORIZED CONTRACTORS IS AVAILABLE AT WWW.ULTEIG.COM. THE LICENSEE IS TO INDICATE THE APPLICABLE SOIL TYPE,SITE ADDRESS,AND RELEVANT SHEETS ON S1 FOR INCLUSION WITH THE CONSTRUCTION DOCUMENT PACKAGE. THE PACKET IS TO BE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT IN ACCORDANCE WITH THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURING PLAN REVIEW AND INSPECTION. THE FOLLOWING LIMITATIONS APPLY TO THESE DRAWINGS: 1. BASEMENT FOUNDATION WALLS TEN FOOT OR LESS IN CLEAR HEIGHT 2. OVERALL BUILDING HEIGHT NOT EXCEEDING TWO STORIES PLUS THE BASEMENT 3. OVERALL BUILDING WIDTH NOT EXCEEDING 60 FEET 4. STRUCTURES OF WOOD FLOOR, ROOF,AND WALL CONSTRUCTION 5. EXTERIOR GRADE SLOPING DOWNWARD AWAY FROM THE FOUNDATION WALLS SPECIAL CONSIDERATION AND SITE SPECIFIC DESIGN IS REQUIRED FOR CONDITIONS BEYOND THESE LIMITS. COLD WEATHER GUIDELINES: 1. THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO OBTAIN A MIX WHICH WILL ADEQUATELY PERFORM UNDER THE EXPECTED CONSTRUCTION CONDITIONS. THE USE OF ADDITIONAL CEMENT, HIGH-EARLY STRENGTH CONCRETE,AND/OR ACCELERATOR IS RECOMMENDED AT TEMPERATURES LESS THAN TWENTY DEGREES F. 2. DELIVER CONCRETE WARM AND IN A TIMELY MANNER. PLACE CONCRETE EARLY IN THE DAY WHEN POSSIBLE. 3. DO NOT ADD ADDITIONAL WATER TO THE CONCRETE. THE USE OF WATER-REDUCING AGENTS IS RECOMMENDED WHEN WORKABILITY IS OF CONCERN. NO CONCRETE IS TO BE PLACED ON SNOW OR IN CONTACT WITH FROZEN MATERIALS. 4. REBAR DOES NOT NEED TO BE PRE-HEATED, BUT IS TO BE FREE OF FROST, SNOW,AND ICE. 5. BLANKETS OR OTHER ACCEPTED PROTECTION IS HIGHLY RECOMMENDED FOR THE TOP 24"OF WALLS WHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F. MATERIALS: CONCRETE: MIX TO BE DESIGNED AND PROPORTIONED BY THE CONCRETE SUPPLIER F'c=3,000 PSI MIN AT 28 DAYS STEEL: #4 BARS- Fy=40 KSI (ASTM A615) #5 BARS&GREATER-Fy=60 KSI (ASTM A615) SOIL BEARING: 1500 PSF MIN EQUIVALENT REBAR TABLE FOR BUNDLED HORIZONTAL BARS (2)#4=(1)#6 (3)#4=(2j#5 (3)#5=(2)#6 Rev Date 2009 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS DRAWING LIMITATIONS AND MATERIALS CLIENT INFORMATION: City: State: Zip: �� SITE SOIL TYPE: CHARLES CUDD, LLC SAND❑ SANDYCLAY❑ C�AY❑ 275 MARKET STREET, SUITE 445 5201 Eas�Suter308 MINNEAPOLIS, MN 55405 Project Number: 08.00538 ^^ MinnTe1763 SN752500 Phone: 612-333-8020 Fax: 612-335-5071 Drawing Date: 01-01-09 l Fax763-571-1168 Sheet: 2 of 16 (� www•uttelg.com � COPYRIGHT ULTEIG ENGINEERS INC.2009 � GENERAL NOTES: 1. DO NOT BACKFILL BASEMENT WALLS UNTIL THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVE STRENGTH OF 2250 PSI. IN ADDITION, DO NOT BACKFILL UNTIL THE BASEMENT WALLS ARE SUPPORTED BY THE FINAL INSTALLED FLOOR CONSTRUCTION AT BOTH THE TOP AND BOTTOM, UNLESS ADEQUATE SHORING IS INSTALLED AS REQUIRED. SHORING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR, UNLESS NOTED OTHERWISE. 2. STRIP FOOTINGS MAY BE PLACED AT ELEVATIONS LOWER THAN SHOWN IN THE DETAILS. 3. 1y" DEEP BY 3Yz"WIDE BY CONTINUOUS KEYWAYS, LOCATED ANYWHERE WITHIN THE WALL WIDTH, MAY BE USED IN LIEU OF DOWELS FOR FULL HEIGHT AND FROST WALLS. 4. STRIP FOOTING TO WALL CENTERLINES MAY BE OFFSET UP TO 1". A MINIMUM OF 2"OF STRIP FOOTING IS TO EXTEND BEYOND THE WALL FACE EACH SIDE. 5. PROVIDE CODE REQUIRED FROST PROTECTION TO THE BOTTOM OF ALL FOOTINGS. 6. SLOPE GRADE DOWNWARD AWAY FROM THE STRUCTURE A MINIMUM OF 6"WITHIN THE FIRST TEN FEET UNLESS ADEQUATE DRAINS OR SWALES ARE PROVIDED. 7. BOTH MATERIALS AND INSTALLATION OF DRAIN TILE,WATER-PROOFING, CONTROL JOINTS, FLASHING,AND INSULATION ARE TO BE IN ACCORDANCE WITH THE CODE BY THE GENERAL CONTRACTOR, UNLESS NOTED OTHERWISE. 8. ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIONS, UNLESS NOTED OTHERWISE.OVERALL WALL THICKNESS MAY VARY BY UP TO 1/2" FROM THAT SHOWN. 9. REINFORCING PLACEMENT TOLERANCE IS 1/2". BARS BEING SPLICED ARE TO BE WITHIN 2"OF CENTERLINE. MINIMUM SPLICE LENGTHS ARE 30 BAR DIAMETERS FOR GRADE 40 STEEL AND 48 BAR DIAMETERS FOR GRADE 60 STEEL. TYING IS NOT REQUIRED PROVIDED THESE TOLERANCES ARE MET. 10. PROVIDE MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS. HORIZONTAL BARS MAY BE PLACED ANYWHERE WITHIN THE WALL WIDTH AS LONG AS A MINIMUM OF 2"OF CLEAR COVER IS PROVIDED. 11. REINFORCING MAY BE BUNDLED UP TO A MAXIMUM OF THREE BARS. 12. DOWELS MAY BE DRILLED AND GROUTED IN PLACE. VERTICAL BARS AND DOWELS DO NOT NEED TO ALIGN. VERTICAL BARS MAY BE DRILLED AND EMBEDDED 5"INTO THE STRIP FOOTING IN LIEU OF DOWELS. 13. THE BOND BETWEEN CONCRETE AND REINFORCING WILL NOT BE APPRECIABLY REDUCED IF FORM OIL IS PRESENT FOR THE CONDITIONS CONTAINED WITHIN THESE DRAWINGS. 14. SILL PLATES ARE TO BE ANCHORED WITH A MINIMUM OF TWO ANCHORS PER SILL SECTION. ALL SECTIONS ARE TO HAVE AN ANCHOR WITHIN 4"TO 12"OF EACH END. AN ANCHOR IS TO BE PLACED AT ALL WALL CORNERS AND INTERSECTIONS ON WALLS MORE THAN TWO FEET IN LENGTH. WALLS TWO FEET OR LESS IN LENGTH REQUIRE A MINIMUM OF ONE ANCHOR. REQUIREMENTS FOR SHEAR WALLS AND BRACED PANELS MAY BE IN EXCESS OF THESE REQUIREMENTS.TWO INCH WASHERS ARE ONLY REQUIRED AT FULL HEIGHT FOUNDATION WALLS. 15. SILL PLATES ARE NOT REQUIRED TO BE TREATED IN ACCORDANCE WITH IRC SECTION R319.1 ITEM 2. ANCHOR BOLTS 1/2"OR LARGER IN DIAMETER ARE NOT REQUIRED TO BE CORROSION PROTECTED IN ACCORDANCE WITH IRC SECTION R319.3 EXCEPTION 1. 16. ALL PRE-MANUFACTURED FASTENERS AND CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. 17. FLOOR BLOCKING IS ONLY REQUIRED AT FULL HEIGHT NON-FIRST FLOOR BEARING FOUNDATION WALLS. Rev Date 2009 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS GENERALNOTES CLIENT INFORMATION: City: State: Zip: ��'.� SITE SOIL TYPE: CHARLES CUDD, LLC SAND❑ SANDYCLAY❑ c�,4v❑ 275 MARKET STREET, SUITE 445 5201 EasSuiter308 MINNEAPOLIS, MN 55405 Project Number: 08.00538 ^^ MinnT 176357752500 Drawing Date: 01-01-09 �-{ Fax 763-571-7168 Phone: 612-333-8020 Fax: 612-335-5071 Sheet: 3of16 V\�J www.ulteig.com � COPYRIGHT ULTEIG ENGINEERS INC.2009 36"MIN FULL HEIGHT GARAGE FROST —— � WALL LOOKOUT I I WALL ( I I J 1 n- — — � . , w 1 �' . � u� REAR FROST WALL i J 1 b TYP .. , 1 J STEP 2 x STEP ELEVATION STEP SPACING REQUIREMENTS MAX LOAD 6" MIN THICK CONCRETE 5000 PLF FOUNDATION, SEE OTHER OR 10,000 LBS (2)#4 HORIZONTAL BARS BOTH TOP& SHEETS FOR MORE INFO BOTTOM EXTENDED AT LEAST 24" OPTIONAL CONTROL JOINT m BEYOND EACH END OF STEP AT EACH END OF STEP � HORIZ. BARS Z �' TOP& BOTTOM � � z SEE DETAIL A N � io a ° ° < < a ' a , HIGH FOOTING MAY BE EQ. EQ. EXTENDED PROVIDED BARS DETAIL B ARE PLACED AS SHOWN J 1 1 CONCRETE STRIP FOOTING TYP a " , < STABLE BANK 72"MAX SPAN DETAIL A Rev Date 2009 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS STEP FOOTING DETAIL City: State: Zip: � CLIENT INFORMATION: SITE SOIL TYPE: - CHARLES CUDD, LLC SAND❑ SANDY CLAY❑ C�AY❑ 275 MARKET STREET, SUITE 445 5201 EastSuite308 Project Number: 08.00538 Minneapolis,MN 55427 MINNEAPOLIS, MN 55405 �� Te1763-571-250D Drawing Date: 01-01-09 Fax763-577-1168 Phone: 612-333-8020 Fax: 612-335-5071 Sheet: 4of 16 www.ultefg.com OO COPYRIGHT ULTEIG ENGINEERS INC.2009 1/2"f?�ANCHOR BOLTS FRAMING BY OTHERS (7" MIN EMBED)OR METAL STRAP ANCHORS @ 72"O.C. MAX SILL PLATE (MIN WIDTH TO MATCH FRAME WALL) GRADE `D g � � SLAB-ON-GRADE —� _ _��— � a � �-11I=III=III— � ' a a II—I I�IIIIIIIIII °a 1-111=111�;,1��—' OPTIONAL STEM WALL ��I-I I I =I I I�— /SLAB LEDGE ��I a I II I Ii (1)#4 x CONT HORIZONTAL MIN THICKNESS TO ° I�� BAR AT TOP OF WALL MATCH SILL PLATE I i� a a a 6"MIN C.I.P. CONCRETE a FOUNDATION WALL a a INSULATION BY OTHERS (OPTIONAL AT GARAGES) 0 #4 x 2'-0"DOWELS @ 72"O.C. MAX ` (5"MIN EMBED) ° UNREINFORCED CONCRETE DOWELS ARE NOT STRIP FOOTING,SEE S8 REQUIRED IF BACKFILL a IS PLACED EQUALLY ° a ON BOTH SIDES IN � a a ALTERNATING LIFTS NOT EXCEEDING 24" ° a Rev Date 2009 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS WALKOUT WALL DETAIL CLIENT INFORMATION: City: State: zip: ��_�'� SITE SOIL TYPE: � CHARLES CUDD, LLC SAND❑ SANDYCLAY❑ CLAY❑ 275 MARKET STREET, SUITE 445 5201 EastSuite308 ProjeCt Number: 08.00538 Minneapolis,MN 55421 MINNEAPOLIS, MN 55405 C c Te1763-577-2500 Phone: 612-333-8020 Fax: 612-335-5071 Drawing Date: 01-01-09 Fax763-571-1166 Sheet: 5 of 16 J J www•ulteig.com �c COPYRIGHT ULTEIG ENGINEERS INC.2009 1/2"f�3 ANCHOR BOLTS (7"MIN EMBED) OR METAL STRAP ANCHOR @ 72"O.C. MAX FRAMING & SILL PLATE BY OTHERS _ z GRADE CO � (1)#4 x CONT HORIZONTAL a ° BAR AT TOP OF WALL '=111-111-111111111111 0 ''-111-111-111 -ill�i�llllll �° ,i� a '�I e 6"MIN C.I.P. CONCRETE � � FOUNDATION WALL 0 ih a a d #4 x 2'-0" DOWELS(5" MIN EMBED) CENTERED IN WALL � SLAB-ON-GRADE @ 48"O.C. (SAND SOIL) ° OR @ 36"O.C. (SANDY/CLAY SOIL) a OR Qa 24"O.C. (CLAY SOIL) � DOWELS MUST BE WET SET OR ' a a DRILLED AND EPDXY GROUTED a I —I 1-1 i'– ° I I I.—'' � d � � � � UNREINFORCED CONCRETE ° a � STRIP FOOTING,SEE S8 Rev Date 2009 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS LOOKOUT/KNEE WALL DETAIL CLIENT INFORMATION: City: State: zip: �-� SITE SOIL TYPE: CHARLES CUDD, LLC SAND❑ SANDYCLAY❑ CLAY❑ � 275 MARKET STREET, SUITE 445 5201 EastSuiter308 Project Number: 08.00538 Minneapolis,MN 55421 MINNEAPOLIS, MN 55405 C� Te1763-577-2500 Drawing Date: 01-01-09 � Fax763-571-1168 Phone: 612-333-8020 Fax: 612-335-5071 Sheet: 6of 16 www-ulteig.com OO COPYRIGHT ULTEIG ENGINEERS INC.2009 1/2"0 ANCHOR BOLTS (7"MIN EMBED)OR FRAMING BY OTHERS METAL STRAP ANCHOR SILL PLATE @ 72"O.C.MAX (MIN WIDTH TO MATCH FRAME WALL) (1)#4 x CONT HORIZONTAL OPTIONAL SLAB LEDGE BAR AT TOP OF WALL SLAB-ON-GRADE a cn 4 � e o 4 W J � —� � � � ° �� " �#4x4'-0" HOOKS@24"O.C. BENTOR x o I-111=1''- � �''� I I I—�� DRILLED AND EPDXY GROUTED � Y I��I I o 3'-0„ a ;�� O ° � O = a GRADE O Z #4 x CONT HORIZONTAL e BARS @ 24"O.C.TYP — _��—��- ° a �� —I I I—I I I—I I I— a 8"MIN C.I.P. CONCRETE � —I I I—I I I—I I I FOUNDATION WALL ��;—I��— ��II I I ° � � CONTRACTOR'S OPTION: 'I PLACE 2"RIGID INSULATION #4 x 2'-0" DOWELS @ ° (R=10 MIN)ON INSIDE FACE& 72"O.C.(5"MIN EMBED) UNDER SLAB FOR 24"MIN a • � a UNREINFORCED CONCRETE a a a STRIP FOOTING,SEE S8 a a a Rev Date 2009 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS EXTERIOR UNBALANCED FOUNDATION DETAIL CLIENT INFORMATION: City: State: Zip: � �!� '.� SITE SOIL TYPE: � CHARLES CUDD, LLC SAND❑ SANDYCLAY❑ C�AY❑ 275 MARKET STREET, SUITE 445 520�EastSuiter308 Project Number: 08.00538 Minneapolis,MN 55421 MINNEAPOLIS, MN 55405 �� Te1763-571-2500 Phone: 612-333-8020 Fax: 612-335-5071 Drawing Date: 01-01-09 Fax763-571�1168 Sheet: 7 of 16 www.ulteig.com OO COPYRIGHT ULTEIG ENGINEERS INC.2009 WOOD FLOOR SYSTEM BY OTHERS 2x6 MIN SILL PLATE FLOOR TO SILL CONNECTION SEE S11 a ANCHOR BOLTS GRADE a� SEE S12 a '=1I I-1I I-1I II I II I II I I e ��—I I I—I I I—I I I a 8"MIN C.I.P. CONCRETE I I��II��I I I a FOUNDATION WALL 'I� a �' SEE S9 FOR 'I I o VERTICAL REBAR � _ a a = C�3 � �, W CLEAR HEIGHT 8'-0"OR LESS: a w � (2)#4 x CONT HORIZONTAL BARS J w CLEAR HEIGHT OVER 8'-0" � � (3)#4 x CONT HORIZONTAL BARS Y U SEE S2 FOR ALLOWABLE BUNDLING Q a a 1y"CLEAR m a #4 x 2'-0" DOWELS @ a 72"O.C. MAX a SLAB-ON-GRADE (5"MIN EMBED) ° a a a a • a a a � � 111=�'' a III-' ° a a i a a I� UNREINFORCED CONCRETE STRIP FOOTING ONE-STORY STRUCTURE: - 16"WIDE x 8"THICK @ 2000 PSF SOIL -22"WIDE x 8"THICK @ 1500 PSF SOIL TWO-STORY STRUCTURE: -20"WIDE x 8"THICK @ 2000 PSF SOIL -28"WIDE x 8"THICK @ 1500 PSF SOIL Rev Date 2009 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS BASEMENT WALL DETAIL CLIENT INFORMATION: City: State: Zip: ��' i..., SITE SOIL TYPE: CHARLES CUDD, LLC SAND❑ SANDYCLAY❑ C�AY❑ 275 MARKET STREET, SUITE 445 s2o,Eas`s�ae3oe MINNEAPOLIS MN 55405 Project Number: 08.00538 Minneapolis,MN 55421 o Tel 763-571-2500 Drawing Date: 01-01-09 Fax763-571-1166 Phone: 612-333-8020 Fax: 612-335-5071 Sheet: 8of 16 www.ultelg.com OO COPYRIGHT ULTEIG ENGINEERS INC.2009 w w w w w w w w w w w N Z Z Z Z Z Z Z Z Z Z Z O O O O O O O O O O O � � � z z z z z z z z z z z �` w ,� z (!) Y W W W W W W W W W � U - Z Z Z Z Z Z v v Z Z Z O 2 � O O O O O O N N O O O � � �- '� z z z z z z • z z z a } � O Q J O ¢ J > 0 C..) > ' W ' ' W " ' ' ' W M - � Z �o � iD Z � �t iD Zn Z CO M Q M M M � N N C�J (h Q �� Z " Z r z V LL � w w w w w w w w w w w � W � �, z z z z z z z z z z z o � r O O O O O O O O O O O � w � 0. � � z z z z z z z z z z z w o J � � w � � �a J v Y w w w w w w � w w w w � � J � o z z z z z z '" - �... � _ .- O O O O O O �' O O O O � � T _ � ¢ F- z z z z z z z z z z QM /�� 1 �R N J W �:J V �.r Y v � W W � � W T V � ¢ o � w w w w w w � J _ � Q ¢ � Z Z M � Z Z M M M Z z J m II II J � m �, o o % Z ° � z ° Qa w V H o 0 0 � a _ w w w w w w w w w w w �'�' Z o o � z z z z z z z z z z z �C � Q Q � � � r o 0 0 0 0 0 0 0 0 0 o W � �c �c Q u. o � � z z z z z z z z z z z � = c� c� � � � Z > � z H F— N �o w cn Y w w w w w w w w w w w Z � � � � U ¢ o- v - z z z z z z z z z z z W (n � w o = � O O O O O O O O O O O J m � � � � � T z z z z z z z z z z z Q = � f J Q Q Q � N II II II Q � � W W W W W W _ _ W W W � - - m � O O O O O O M �`"� O O O � � `v *� J z z z z z z " ` z z z W @j Ua ^ a � � �- � �� _ - - � C� (n � � N M W w oo J - - - J - - - J @J C�1 � = cn - - � w � � v o o � � o 0 0 � � � � � � � p co co i� p o� o� co � p p V " o 0 0 � Q r � � '�n W m �Q Q � o0 Q o � � _ � n � U U Ll = W O O �' � � CC W 00 � � W w Q (n Z 0 J v � Z U �i u + + Rev Date 2009 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS BASEMENT VERTICAL REINFORCING TABLE City: State: Zip: _� CLIENT INFORMATION: SITE so��TYPE: CHARLES CUDD, LLC SAND❑ SANDYCLAY❑ CLAY❑ 275 MARKET STREET, SUITE 445 5201 EastSuite308 Project Number: 08.00538 Minneapolis,MN 55421 MINNEAPOLIS, MN 55405 �� Te1763-571-2500 Phone: 612-333-8020 Fax: 612-335-5071 Drawing Date: 01-01-09 Fax763-571-1166 Sheet: 9of 16 www.ultelg.com OO COPYRIGHT ULTEIG ENGINEERS INC.2009 N��TE: INCREASE�TRIP FO��TIN�a WIDTH BY 4"AT ALL WALL�SUPP��RTIN�a M��RE THAN 6'-0"��F VENEER FRAMING BY VENEER OR OTHERS SLAB-ON-GRADE WOOD FLOOR BY OTHERS SYSTEM BY VENEER OR OTHERS SLAB-ON-GRADE BY OTHERS FRAMING BY OTHERS GRADE - z 16" HIGH MAX GRADE - Z � g x 6" THICK MIN °O g STEM ��—I I I—I �—I I I— 16"HIGH MAX -�� ° �-I I I < x 4" THICK MIN FOUNDATION , < FOUNDATION - < ° STEM WALL SEE S8 WALL SEE S6 DETAIL Qa HIGH GRADE DETAIL Qa LOOKOUT SIM @ NON-BEARING FRAMING BY OTHERS WOOD FLOOR SYSTEM BY VENEER OR OTHERS SLAB-ON-GRADE VENEER OR FRAMING BY SLAB-ON-GRADE BY OTHERS OTHERS BY OTHERS SLAB-ON-GRADE 6"MIN THICK STEM X — — � I��i IF WALL IS - GRADE UNREINFORCED GRADE � a 6"MIN THICK � PROVIDE#4 M STEM DOWELS @ 36"O.C. ' — I=I I I—� ¢ I I EMBEDDED 24" — =I I I—I I I—I I I a ��-I I r' �—I INTO LOW WALL ��=I I I—I I I— #4 DOWELS @ -�I_ � �-��—�� 36"O.C. FOUNDATION � — � �I II I I , EMBEDDED 24" WALL SEE S8 �� d e FOUNDATION a INTO LOW WALL � 1y"CLEAR WALL (CENTER IN SEE S5 OR S7 STEM) IF STEM IS a` °' TALLER THEN 16" a 8 e DETAIL Qa LOW GRADE DETAIL �a FROST WALLS SIM @ NON-BEARING Rev Date 2009 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS BRICK LEDGE DETAILS �� CLIENT INFORMATION: City: State: zip: ��S'� SITE SOIL TYPE: CHARLES CUDD, LLC SAND❑ SANDY CLAY❑ C�Y❑ 275 MARKET STREET, SUITE 445 5201 Eas�Suter308 Project Number: 08.00538 Minneapolis,MN 55421 MINNEAPOLIS, MN 55405 � � O Te1763-571-2500 Phone: 612-333-8020 Fax: 612-335-5071 Drawing Date: 01-01-09 Fax763-571-1168 ShBBt: 10 01 16 www.ulteig.com � COPYRIGHT ULTEIG ENGINEERS INC.2009 FLOOR SYSTEM TYPE,SIZE,& SPACING BY OTHERS y"fd ANCHOR BOLT(7" MIN EMBED) w/NUT&y"THICK x 2"QS OR SQUARE WASHER OR METAL STRAP ANCHOR SEE S12 FOR SPACING RIM BOARD OR BRACING BY OTHERS 2 x 6 MIN SILL PLATE FLOOR TO SILL CONNECTION AT EACH MEMBER ° � SEE TABLE BELOW a z � � a o � WASHER TO BE COUNTERSUNK 4 a � FLUSH w/TOP OF SILL GRADE � a � ` FOUNDATION WALL �-- —I I I—I I I � � ° SEE S8 , d TRUSS / JOIST CONNECTION FOR FULL HEIGHT WALLS CLEAR HEIGHT MEMBER BACKFILL TYPE (SEE S8) SPACING SAND SANDY CLAY CLAY (30 PSF/FT) (45 PSF/FT) (60 PSF/FT) 16" �3)0.131 fd x 3" LONG (3)0.131 fd x 3"LONG (3)0.131 GJ x 3"LONG TOP/TOE NAILS TOP/TOE NAILS TOP/TOE NAILS 8'-0" 19.2" �3)0.131 fd x 3"LONG (3)0.131 fd x 3"LONG (3)0.148�x 3"LONG TOP/TOE NAILS TOP/TOE NAILS TOP/TOE NAILS 24„ (3)0.131 fd x 3"LONG (3)0.131 �x 3"LONG (3)0.148 f1S x 3"LONG TOP/TOE NAILS TOP/TOE NAILS TOP/TOE NAILS 16" �3)0.131 fd x 3"LONG (3)0.131 ID x 3"LONG USP LJC TOP/TOE NAILS TOP/TOE NAILS 9'-0" 19.2" �3)0.131 f1�x 3"LONG (3)0.148 fd x 3" LONG USP LJC TOP/TOE NAILS TOP/TOE NAILS 24„ (3)0.131 0 x 3"LONG (3)0.148 fr�x 3"LONG USP LJQ` TOP/TOE NAILS TOP/TOE NAILS (3)0.131 �x 3"LONG (3)0.148 ID x 3" LONG 16 TOP/TOE NAILS TOP/TOE NAILS USP LJQ' 10'-0" 1 g.2�� 3)0.131 fd x 3" LONG USP LJC USP LJQ� TOP/TOE NAILS 24„ (3)0.131 Q)x 3"LONG USP LJC USP LJQ' TOP/TOE NAILS *LJQ SIZE TO BE DETERMINED BY THE FRAMER BASED ON THE WIDTH OF THE MEMBER. Rev Date 2009 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS FLOOR BEARING DETAIL&CONNECTION TABLE CLIENT INFORMATION: City: State: zip: . � � ".� SITE SOIL TYPE: C H A R L E S C U D D, L L C SAND❑ SANDYCLAY❑ CLAY❑ 275 MARKET STREET, SUITE 445 5201 EastSuiter308 MINNEAPOLIS, MN 55405 Project Number: 08.00538 S 11 MinnTe176357152500 Phone: 612-333-8020 Fax: 612-335-5071 Drawing Date: 01-01-09 Fax763-571-1168 Sheet: 11 of 16 www.ultelg.com c� COPYRIGHT ULTEIG ENGINEERS INC.2009 Y"� ANCHOR BOLT AND NON-BEARING WALL BLOCKING SPACING FOR FULL HEIGHT WALLS * ALTERNATIVE TO TABLE R404.1 (2) CLEAR BACKFILL BACKFILL TYPE HEIGHT HEIGHT (SEE S8) (SEE S8) SAND SANDY CLAY CLAY (30 PSF/FT) (45 PSF/FT) (60 PSF/FT) 7'-4" 72'� �2" 48�� 8'-O., �,_�,. 72„ 72,. 60., 6'-0"OR LESS 72" 72" 72" 8'-4�� 2�� 48�� 36�� 9'-0" 8'-0" 72" 60" 48" 7'-0"OR LESS 72" 72" 72" 9'-4" 72�� 36�� 24" 9'-0�� 2" 48�� 36�� 10'-0" 8'-0�� 2" �2�� 48,� 7'-0"OR LESS 72" 72" 72" 'Y"0 EPDXIED THREADED ROD w/6" EMBED MAY BE USED AT SPACING SHOWN ALTERNATIVE ANCHOR SPACING FOR FULL HEIGHT WALLS ** ALTERNATIVE TO TABLE R404.1 (2) CLEAR BACKFILL BACKFILL TYPE HEIGHT HEIGHT (SEE S8) (SEE S8) SAND SANDY CLAY CLAY (30 PSF/FT) (45 PSF/FT) (60 PSF/FT) 7'-4'� 6�� 24,� 18�� 8'-0" 7'-0" 72„ 36" 24" 6'-0"OR LESS 72" 72" 48" 8'-4�� 36" 24,� 18�� 9'-0,� $�_0�� 4$" 24�� 18�� 7'-0"OR LESS 72" 48" 24" 9'-4" 24�� 18" 12�� 9'-0�� 36�� 18�� 12�� 10'-0" 8'-0�� 60�� 24�� 18�� 7'-0"OR LESS 72" 60" 36" `*APPLIES TO MAB 15/FA1, MAB23/FA2, MAS/FA3,Yz"�J EXPANSION BOLT w/6" EMBED,y"� SELF-CUTTING ANCHOR BOLT w/4" EMBED, OR SIMPSON FWAZ ANCHOR Rev Date 2009 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS BASEMENT WALL ANCHOR SPACING TABLE CLIENT INFORMATION: Ciry: State: Zip: ��'.� SITE SOIL TYPE: CHARLES CUDD, LLC SAND❑ SANDYCLAY❑ CLAY❑ 275 MARKET STREET, SUITE 445 5201 EastSuter308 Project Number: 08.00538 Minneapolis,MN 55421 MINNEAPOLIS, MN 55405 S 12 Te1763-57�-2500 Phone: 612-333-8020 Fax: 612-335-5071 Drawing Date: 01-01-09 Fax,ss-s�,-„se Sheet: 12 of 16 www.ulteig.com �O COPYRIGHT ULTEIG ENGINEERS INC.2009 0 o � NOTES: � � ` 1. MAIN LEVEL FLOOR SHEATHING TO BE 3/4"PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131 QJ x 3"LONG NAILS � �' �a 6"O.C.AT PANEL EDGES&@ 12"O.C.AT PANEL INTERIOR SUPPORTS. � � 2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT. PLACE NAILS AT LEAST 3"FROM EACH OTHER � &1y" FROM BLOCKING EDGES. INSTALL LARGER OR ADDITIONAL BLOCKING MEMBERS AS NEEDED TO MEET THESE � REQUIREMENTS OR FIT NON-STANDARD FLOOR MEMBER SIZES&SPACES. m � � �v (� (� z -r1 N 3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE BLOCKING, DESIGNED FOR 1500 LB � o zcVn = � � Do ,,, � Z D m � � � COMPRESSION LOAD. NAILING SHOWN IS TO BE USED AT MIN. Z � � � Z m Z 4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED, USE 2 x 4 SPACERS AS SHOWN. z °> D � m � � yD � W � � � p � 0 m HOLES MAY BE INSTALLED IN BLOCKING z W � � 0 � D Z � I F R E Q U I R E D P R O V I D E D T H A T � r 0 o z m� y � � n CLEARANCES SHOWN ARE MAINTAINED � ocnmr —i � D � cn -� C� O -� � � o � Z W Z O x �' C � � Z DUCT/MECHANICAL(AS REQUIRED) °' —I � N � BY OTHERS W � � � FRAMING �'' c�n �m m BY OTHERS cn cn D NAIL SHEATHING TO BLOCKING/JOISTS 0.131 f�x 3"LONG o � � w/(12)ADDITIONAL 0.131 fd x 3"LONG NAILS @ 6"O.C. NAILS SPACED EVENLY OVER 42" STRUCTURAL RIM cn o -o cn tn c� cn 3 � o y � � BOARD BY OTHERS z `� �' ° � N� n ` USP LJQ CONNECTOR o � � � o � (WIDTH TO MATCH w r BLOCKING) m � � m 1 � m N �� D • 2"ALL SIDES TYP � � Z ` � � �� 2x6MIN � � � � SILL PLATE o � D m w o o � I�� FOUNDATION WALL SEE j � JOISTS BY OTHERS o OTHER SHEETS FOR °' � � � ANCHORS&WALL INFO �`! PROVIDE BLOCKING AS REQUIRED TO a � � ACHIEVE NAILING SHOWN. BLOCKING HEIGHT a GRADE � c> TO MATCH JOIST DEPTH&BE OF LUMBER, � � I-JOIST,OR OTHER MANUFACTURED I I I—I IT��n--�_ �,7 � MATERIAL. ATTACH BLOCKING TO JOISTS w/ ° o��,I I I—�� (2)0.131"f�3 x 3"LONG TOE NAILS OR%6"QJ �� SCREWS EACH END TOP&BOTTOM IF REQUIRED, PROVIDE 2 x 4 MIN SPACERS 3 � SEE S12 FOR SPACING TOP&BOTTOM AT MECHANICAL UNTIL F K�� f��o m �.. SPACES IN WHICH BLOCKING CAN BE �°'°�`" " r�� INSTALLED,TOE NAIL TO FLOOR MEMBERS w/ "V"Z`� " (2)0.131 fZ�x 3"LONG NAILS OR 3/16"PJ �;NNmm 3 m g N m a 1j� SCREWS EACH END � � NOTES: ' � � � 1. MAIN LEVEL FLOOR SHEATHING TO BE 3/4"PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131 fd x 3"LONG NAILS �a @ 6"O.C.AT PANEL EDGES&@ 12"O.C.AT PANEL INTERIOR SUPPORTS. = 0 2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT. PLACE NAILS AT LEAST 3"FROM EACH OTHER � � & 1y" FROM BLOCKING EDGES. INSTALL LARGER OR ADDITIONAL BLOCKING MEMBERS AS NEEDED TO MEET THESE � REQUIREMENTS OR FIT NON-STANDARD FLOOR MEMBER SIZES&SPACES. m � � �v n n z -r� �v 3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTH MEMBER m o� Z cVii D � z C �o BLOCKING,SUCH AS I-JOISTS OR LVL, DESIGNED FOR 1500 LB COMPRESSION LOAD. NAILING SHOWN IS TO BE USED AT MIN. z � z � ap Z W Z �D 4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE 2 x 4 SPACERS AS SHOWN. � 1 D � m � � D n � ; �' � mn � � � -�i �' w � � C � � Z � HOLES MAY BE INSTALLED IN BLOCKING n �- � � � � � IF REQUIRED PROVIDED THAT 0 o z m� D -� � - CLEARANCES SHOWN ARE MAINTAINED � ocnm � =i c � .� cn -� C� O � � � � v' C Z p � Z DUCT/MECHANICAL(AS REQUIRED) BY OTHERS N m z m NAIL SHEATHING TO BLOCKING/TRUSSES FRAMING � � c�i, o m w/(12)ADDITIONAL 0.131 Q�x 3"LONG BY OTHERS o D NAILS SPACED EVENLY OVER 42" 0.131 ft3 x 3"LONG 1 � �I NAILS @ 6"O.C. � _ _ �; • RIM TRUSS � o � � N � N ` BY OTHERS s � a D � ,-: � m j �. o �� D i � �� TOP NAIL RIM TO SILL o � ❑ � o � � 1 �� w/MINOF0.131 �x3" w � � � �� LONG NAILS @ 3"O.C. � � � N 1y"ALL SIDES TYP �1 � � $ � STAGGERED � m cn `\ �\C� D � � Z � ` 2x6MIN � � ----- -- ��'— SILLPLATE � � � `•° FOUNDATION WALL SEE � � � ❑ I TRUSSES BY OTHERS o OTHER SHEETS FOR 1 � ��^' ANCHORS&WALL INFO °' `D 0D N PROVIDE 2 x 4 MIN BLOCKING TOP& o � �^ � BOTTOM OF TRUSSES AS REQUIRED o GRADE �J J n TO ACHIEVE NAILING SHOWN. � � � INSTALL w/(2) 0.131 �3 x 3"LONG TOE �(�—�� —__ -< NAILS OR 3/16"PS SCREWS EACH END ° oi ,I I I—�� SEE S12 FOR SPACING IF REQUIRED, PROVIDE 2 x 4 MIN SPACERS TOP � �f 3/4" PLYWOOD/OSB ONE SIDE OF &BOTTOM AT MECHANICAL UNTIL SPACES IN BLOCKING w/(6) 0.131 fd x 3"LONG WHICH BLOCKING CAN BE INSTALLED,TOE NAIL �""� � NAILS TOP&BOTTOM OR 1/2" �w m" °' �� PLYWOOD/OSB EACH SIDE OF TO FLOOR MEMBERS w/(2) 0.131 QJ x 3"LONG ��Z�� " NAILS OR 3/i 6"fZJ SCREWS EACH END m ; , �,�m BLOCKING EACH w/(4) 0.131 QS x 3" ^ -��, _ 3�o��a �}; LONG NAILS TOP &BOTTOM 3'-0" EACH WAY MIN 5'-0"EACH WAY MAX FLOOR SYSTEM BY OTHERS (DO NOT PLACE GIRDERS OR BEAMS OVER LINTEL) GRADE - z (2)#4 HORIZONTAL BARS TOP CO � & BOTTOM OF LINTEL EXTEND � — I I . �'WINDOW WELL , 24"MIN PAST OPENING EACH _ — �_ LADDER/ESCAPE • END(WOOD OR STEEL OPTION `_° #4 HORIZONTAL BARS @ ��i I i • MEANS BY OTHERS'(� �' BY OTHERS) 12"O.C. CENTERED IN - WALL � � LAP AROUND CORNERS ~' z AND HOOK INTO BASEMENT � w a WALL EACH SIDE . WALL BEYOND (NONE REQUIRED IF �z 8"OR THICKER) (3)#4 HORIZONTAL BARS � X EXTEND 24"MIN PAST � ¢ 6" MIN C.I.P. OPENING EACH END N � CONCRETE WALL • o #4 VERTICAL BARS S� ��PE_ co � o @ 48"O.C. CENTERED IN WALL TYP ' : I I I II�II I I I=I I I—��—i i I I .' 8"MIN C.I.P. I I II I II�,I��GRANULAR� �' ' CONCRETE WALL a =i' MATERIAL , PLACE(2)#4 VERTICAL � �' (SAND) °. • BARS FULL HEIGHT w/IN 12" CO OF OPENING EACH END ``' SLAB-ON-GRADE (1)#4 x 2'-0"DOWEL @ EACH OUTSIDE CORNER OF WELL(5"MIN EMBED) , �i�� • • �_ UNREINFORCED CONCRETE STRIP FOOTING, SEE S8 12"WIDE x 8"THICK MIN STRIP FOOTING Rev �ate 2009 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS WINDOW WELL DETAIL CLIENT INFORMATION: City: State: Zip: �'� SITE SOIL TYPE: CHARLES CUDD, LLC SAND❑ SANDY CLAY❑ C�.Av❑ 275 MARKET STREET, SUITE 445 5201 EastSuiter308 MINNEAPOLIS MN 55405 ProjectNumber: 08.00538 Minneapolis,MN55421 > Tel 763-577-2500 Drawing Date: 01-01-09 Fax763-571-1168 Phone: 612-333-8020 Fax: 612-335-5071 Sheet: 15of 16 www.uHelg.com �O COPYRIGHT ULTEIG ENGINEERS INC.2009 NOTES: 1. ADD CROSS WALLS OR BUTTRESSES IN STOOP AS REQUIRED IF OVERALL STOOP CENTER TO CENTER WIDTH EXCEEDS DIMENSIONS SHOWN. 2. STOOP WALLS REQUIRE MINIMUM 16"x 8"STRIP FOOTING. � 10'-6"@ 8"WALL � FLASHING&WOOD PROTECTION 13'-6"@ 10"WALL BY OTHERS STOOP SLAB FLOOR FRAMING BASEMENT BY OTHERS OR BLOCKING `D } EXAMPLE CORNER T � �' OR STRAIGHT WALL OPTIONS TYP Q a , a � —� � ° e z � —II a � � _ — - � � — � � _ =I I I=I I I a � . FLOOR CONNECTION 8"MIN C.I.P. -I I I—I I I SEE S11 &S12 CONCRETE WALL STOOP AREA i I—I I I—I I I SEE DETAIL S5 TYP. —I I I—I I I O EXAMPLE �A� � Ii�II I II I II I I a WAPLCONCRETE o • —� � � < SEE EXAMPLE Q � 10'-6" @ 8"WALL �- 10'-6"�a 8"WALL �- , PLANS FOR � a THICKNESS& � 13'-6" @ 10"WALL 13'-6"@ 10"WALL ' MAXIMUM WALL � a LENGTH � SEE S8 FOR � REINFORCING __, z � SECTION � J = 1 o � W S16 BASEMENT WALL�a STOOP co = EXAMPLE �B� � 10'-6"@ 8"WALL � 10'-6"@ 8"WALL �- 13'-6" c�i 10"WALL 13'-6"�a 10"WALL � 10'-6"@ 8"WALL � 10'-6"@ 8"WALL � 13'-6"@ 10"WALL 13'-6"Qa 10"WALL � a z c� � Z � � � � Z : o � W � � _ � = Q ��i w c� _ EXAMPLE 'C' EXAMPLE 'D' Rev Date 2009 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS STOOP DETAIL CLIENT INFORMATION: City: State: Zip: ��'� SITE SOIL TYPE: CHARLES CUDD, LLC SAND❑ SANDY CLAY❑ C�,4Y❑ 275 MARKET STREET, SUITE 445 5201 EastSute308 MINNEAPOLIS, MN 55405 ProjectNumber: 08.00538 Minneapolis,MN55421 Drawin Date: 01-01-09 Te1763-5714500 Phone: 612-333-8020 Fax: 612-335-5071 g Fax 763-571-7168 Sheet: 16 of 16 www.ultelg.com OO COPYRIGHT ULTEIG ENGINEERS INC.2009 Christine Mattson From: Darren Amundsen [Darren.Amundsen@bonestroo.com] Sent: Monday, February 06, 2012 12:28 PM To: Melanie Curtis Cc: Christine Mattson Subject: RE: Cudd Denovo -2400 Fox Street permit 2009-00803 This should take care of the freeboard Darren Amundsen, PE Associate Stantec Tel 651-604-4894 Cel I 651-775-5623 darren.amundsen@stantec.com stantec.com Bonestroo has joined Stantec, a professional services consulting firm recognized for its leadership in sustainability, depth and diversity of ta/ent, and technical expertise. The content of this email is the confidential property of Stantec and should not be copied, modified, retransmitted, or used for any purpose except with Stantec's written authorization. If you are not the intended recipient, please delete all copies and notify us immediately. � Please consider the environment before printing this email. From: Melanie Curtis [mailto:MCurtis@ci.orono.mn.us] Sent: Wednesday, February 01, 2012 3:55 PM To: Darren Amundsen Cc: Christine Mattson Subject: FW: Cudd Denovo - Z400 Fox Street permit 2009-00803 Old business. Did this email (below) satisfy your requirement within the attached memo. I can find your"approval"of their retaining wall but not the whole freeboard issue. Melanie Curtis � 952.249.4627 � mcurtis(a�ci.orono.mn.us From: Dave Nash [mailto:dnash@evs-eng.com] Sent: Monday, December 19, 2011 2:47 PM To: Amundsen, Darren T; Melanie Curtis; jsonnek@charlescudd.com Cc: kurth@charlescudd.com Subject: RE: Cudd Denovo - 2400 Fox Street I visited the 2400 Fox Street site last Friday(12/16/2011) with Kurt Hanson from Charles Cudd and measured the clearance from the window to the constructed casting. I certify I measured the clearance at 16" ( 1.33')from bottom of window to the rim of the catch basin.This clearance meets the requirements of the City of Orono. Please let me know if the City needs any further information regarding this matter. Dave Nash, PE EVS, Inc. � Director of Residential Development www.evs-en .� Direct:(952)646-0253� Cell:(612)242-0530 1 From: Dave Nash Sent: Friday, April 29, 2011 4:38 PM To: 'Amundsen, Darren T; Melanie Curtis; jsonnek@charlescudd.com Cc: Kellogg, Tom P Subject: RE: Cudd Denovo - 2400 Fox Street I talked to John Sonnek. He will verify the E55 Bros casting is at least 1.32 feet below the window(1 foot freeboard and 0.32 bounce per hydrocad report)—which would provide 1-foot free board as required. He will provide me a picture showing this—and I will attached updated memo to City certifying the elevations and capacity of the new ESS Bros casting—smaller opening—but has no impact on bounce.This should be completed on Monday morning. Dave Nash dnash@evs-en�.com Director of Residential Development, EVS, Inc 10250 Valley View Road,Suite 123 Eden Prairie, MN 55344 Direct:(952)646-0253,Cell(612)242-0530 Web www.evs-eng.com From: Amundsen, Darren T [mailto:Darren.AmundsenC�bonestroo.com] Sent: Friday, April 29, 2011 3:21 PM To: Melanie Curtis; isonnek@charlescudd.com; Dave Nash Cc: Kellogg, Tom P Subject: Fwd: Cudd Denovo - 2400 Fox Street We would like to see at least one foot of free board on this. Will a new catch basin with greater inlet capacity improve the situation? Darren Amundsen, PE Associate Direct 651-604-4894 Cel I 651-775-5623 darren.amundsen@bonestroo.com �Ba��estrao Visit the new Bonestroo.com to sign-up for SourceONE, our upcoming newsletter. From: Melanie Curtis [mailto:MCurtis@ci.orono.mn.us] Sent: Wednesday, April 27, 2011 4:39 PM To: Amundsen, Darren T Cc: Kellogg, Tom P Subject: DTA_MC^Fwd: Cudd Denovo - 2400 Fox Street Sent from my iPhone. Begin forwarded message: From: "John Sonnek" < > To: "Melanie Curtis" <MCurtis(a�ci.orono.mn.us>, "Willie Gibbs" <WGibbs(a�ci.orono.mn.us>, "Lyle Oman" <LOman e ci.orono.mn.us> 2 Cc: "Kurt Hansen" <KurtH(c�charlescudd.com>, "John Sonnek" ysonnek(a�charlescudd.com> Subject: FW: Cudd Denovo - 2400 Fox Street Melanie Please call me when you get this so I know you have all we need for a co Thank youjohn 612-282-4893 From: Dave Nash [mailto:dnash(a�evs-eng.com] Sent: Wednesday, Apri127, 2011 2:43 PM To: John Sonnek Subject: Cudd Denovo - 2400 Fox Street John: please forward this email to the City of Orono; City of Orono: please find attached a copy of the Final Grading As-built and HydroCAD report for the site located at 2400 Fox Street. At the request of Charles Cudd Denova, I have prepared the HydroCAD report to verify the adequate sizing of the storm sewer constructed for the new home. The report shows for a back to back 100 year storm event, the 12" storm sewer and catch basin can handle the runoff from sub catchment area 1 S (3450 SF). The elevation of the window adjacent to this area is 960.9. Based on these calculations , the maximum elevation the water will raise during a back to back 100 year storm event is 960.32' (0.58 feet below the window opening). This does not account for the infiltration that will occur do to the rock placed around the storm inlet, so this calculation is a conservative analysis. I also based the calculation on a curve number of 98 —full impervious surface - for a conservative result. The report indicates the peak flow into the pipe is 0.55 cfs—but the pipe itself can handle up to 4.51 cfs. I certify this report was completed by myself and I am a registered engineer in the State of Minnesota(#21836). If you have any more questions,please feel free to contact me. Dave Nash dnash cr,evs-en .� com<mailto:dnash(a�evs-en .g com> Director of Residential Development, EVS, Inc 10250 Valley View Road, Suite 123 Eden Prairie, MN 55344 Direct: (952)646-0253, Cell (612)242-0530 Web www.evs-eng.com<http://www.evs-en .� com/> From: akim(a�evs-en .� com [mailto:akim(a�evs-en .g com] Sent: Wednesday, Apri127, 2011 2:06 PM To: Dave Nash Subject: Message from KMBT_C452 3 2335 Highway 36 W St. Paul, MN 55113 Tel 651-636-4600 Fax 651-636-1311 www.bonestroo.com April 25, Zo�� Bonestroo Melanie Curtis Planning and Zoning Coordinator City of Orono Post OfFice Box 66 Crystal Bay, MN 55323 Re: 2400 Fox Street File No. 000139-09000-2 File No. 2009-0803 Dear Melanie: We have reviewed the as-built plans for the new home construction at 2400 Fox Street. The plans are dated 11-12-10. We have the following comments with regards to engineering � matters: �� • At the direction of ciry staff, our 12-3-09 site plan review assumed that the proposed /�� retaining walls over four feet in height were to be cast in place concrete and integral to , �� the home's foundation. The retaining wall layout has changed significantly from the �� approved grading plan and the as-built drawing indicates that these can not be integral to the house foundation. Engineered design and details should be submitted for review and approval for all retaining walls over four feet in height, and for all tiered walls with a separation of less than two times the wall height. All retaining walls except the driveway wall and the one located at the southeast corner of the house appear to need an engineered design. Since these walls are already constructed, an engineer will need to certify that the walls were installed according to an acceptable engineered design. • The area draining to the low point adjacent to the southeast corner of the house is significantly larger than proposed. The installed drainage system should be evaluated by an engineer to show adequate drainage capaciry and home protection. If you have any questions, please call me at(651) 604-4894 or send an email to darren.amundsenCa�bonestroo.com. Yours very truly, (h—____;_._._� �-�'��-_ Darren Amundsen Cc: Tom Kellogg Chris Mattson A / � Civil Solutions Group,LLC. MEMORANDUM DATE: November 30, 2010 TO: Jake Barkley—Barkley Landscapes, LLC FROM: Vlichael R. Johnson, P.E. —Civil Solutions Group RE: Lindbloom Residence Retaining Walls (10-676) Orono, MN Enclosed are the final plans for Lindbloorn Residence retaining walls. Design Assumptions: • Boulder Walls, 15° batter, 3:1 Max Toe Slope • Walls are to retain select granular material Soil Design Properties: � y c Retained Soil 35° 120 PCF 0 (Select Granular) Foundation Soil 26° 120 PCF 0 Notes: No soils information provided. Soils assuined as sandy clay as per Hugh Morris. www.csgmn.com - 8200 Humboldt Avenuo South,Suite�00,Bloomington,Minnesota 55431 • Telephone(952)294.4755 Fax(952)294.4595 + � � , Civil Solutions Group,LLC. ENGINEERING SERVICES AGREEMENT Date: 11/30/10 Client: Barkley Landscapes, LLC Project: Lindbloom Residence 10420 28`�'Ave North Orono, Minnesota Plymouth, MN �5441 Project# 10-676 Civil Solutions Group, LLC (CSG) will provide to the client-engineered drawings and calculations for the retaining structure(s)on the referenced project in accordance with Client furnished information to the temis and conditions of this agreement. A. FEE Cross Section Fee=$750 B. SCHEDULE • Dra�vings and calculations will be provided after complete receipt of signed agreement and Client furnished project information. C. SCOPE OF WORK • CSG shall provide construction shop drawinas of the retainin�wall desibn for Client's submission to the engineer/architect of record. Three(3)sets of 11"x 17"size drawings are typically provided unless special arrangements are made. • CSG shall provide design calculations for the retaining wall design based upon the site infonnation furnished by the Client using standard design procedures and consistent with the standard skill and care of an engineer practicing in this profession. D. CLIENT RESPONSIBIILITY • Client shall provide CSG with full information regardina the project's desi�n requirements including but not limited to project plans and specifications, site topography data, special structural or loading requirements, geotechnical report and soil boring data, hydrological and flood plain data,and any special owner/governing agency requirements. E. CHANGES • Client assumes full responsibility and shall hold CSG harmless against any claims arising from any clianges made to the plans or specifications by the Client or person other than CSG unless Client has given CSG prior notice and has received written consent for such changes. • Changes requested after dra�ving and design preparation has been substantially completed may require additional compensation at the sole detennination of CSG. Client will Ue advised and approval secured before additional work is performed and invoiced. www.csgmn.com • 8200 Humboldt Avenue South,Suite 100,Bioomington,Minnesota 5543� • Telephone(952)294.4755 Fax(952)294.4595 F. EXCLUSIONS • CSG shall not have control over or be held responsible for site inspection, testing, construction methods and procedures, or for safety precautions or prob ams in connection with the work. • CSG shall have no responsibility for any site or soil investigation required to determine the suitability of the adjacent or underlying material to support the retaining wall structure unless specifically otherwise provided in the scope of work. • CSG shall have no responsibility for structural design or detailing of items not directly related to the retaining structure unless otherwise provided in the scope of work. These items may include but are not limited to guardrails, light pole foundations, utilities,and storm drainage. G. TERMS • CSG shall invoice the Client for engineering services upon completion and submittal of the documents. Payment of each invoice is due and payable by Client within ten(10) days of receipt of invoice. Amounts unpaid thirty(30)days after invoice shall bear interest charges of one and one half(1'/z)percent per month. • In the event litigation of collection actions are necessary to enforce this agreement,then the prevailing party shall be entitles to recover its attorney's fees and court costs. H. TERMS • CSG Engineering shall not be held responsible for any damages or be held in default due to acts of God, war, riots, fire, flood, or other delays unavoidable or beyond CSG's reasonable control, delays caused by failure of Client or Owner's agents to furnish information or to approve or disapprove CSG's work promptly,or due to late, slo�v or fauity performance by Client,other contractors or engineers,or government agencies, the performance of those�vork is precedent to or concurrent with completion of CSG's work. • Due to disproportionate amount of risk involved as compared to the fee charbed, Client agrees to limit CSG's liability for any damages on account of error, omission,or other professional negligence to a sum not to exceed$50,000 or the fee, whichever is the greater. • Pre-Lien Notice: CSG is required by law to provide you the followin�notice: A. Any person of company supplying labor or materials for property improvement may file a lien against the property if that person or company is not paid for their contributions. • Under Mimiesota la�v,you have the right to pay persons who supplied labor or materials for this project directly and deduct this amount from our contract price, or witliliold the amounts due them until 120 days after completion of the improvement, unless we provide you a lien waiver signed by CSG and gave you timely notice. The parties below have accepted,made and executed this agreement upon the tenns, conditions,and provisions stated above and on the reverse side. ACCEPTAIVCE Civil Solutions Group, LLC By: By: Michael Robert Johnson Title: Title: Vice President Date: Date: 11/30/10 , , � 1S 2P Sub Catchment Catch Basin --, �..�, \ � � Subc2l Reachl on �LinkJ Drainage Diagram for Fox Street Home _� � �.\✓ Prepared by{enter your company name here}, Printed 4/2712011 HydroCADC�9.00 s!n 01636 OO 20D9 HydroCAD Software Solutions LLC Fox Street Home Type ll 24-hr Rainfal1=5.90"x 2 Prepared by {enter your company name here} Printed 4;27/2011 HydroCADO 9.00 s/n 01636 O 2009 HydroCAD Software Solutions LLC Paqe 2 Summary for Subcatchment 1S: Sub Catchment Runoff = 0.58 cfs @ 12.01 hrs, Volume= 0.037 af, Depth> 5.65" Runoff by SCS TR-20 method, UH=SCS, Time Span= 1.00-24.00 hrs, dt= 0.05 hrs Type il 24-hr Rainfa11=5.90" x 2 Area (sf) CN Description 3 450 98 Paved roads w/curbs& sewers, HSG A 3,450 100.00�� Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Summary for Pond 2P: Catch Basin Inflow Area = 0.079 ac,100.00% Impervious, Inflow Depth > 5.65" Inflow = 0.58 cfs @ 12.01 hrs, Volume= 0.037 af Outflow = 0.56 cfs @ 12.03 hrs, Volume= 0.037 af, Atten= 3%, Lag= 1.6 min Primary = 0.56 cfs @ 12.03 hrs, Volume= 0.037 af Routing by Stor-Ind method, Time Span= 1.00-24.00 hrs, dt= 0.05 hrs Peak Elev= 960.32' @ 12.03 hrs Surf.Area= 325 sf Storage= 53 cf Plug-Flow detention time= 1.7 min calculated for 0.037 af(100% of inflow) Center-of-Mass det. time= 1.4 min ( 745.4 - 744.0 ) Volume Invert Avail.Storaqe Storaqe Description #1 960.00' 426 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation SurF.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 960.00 4 0 0 960.50 500 126 126 960.90 1,000 300 426 Device Routinq Invert Outlet Devices #1 Device 2 � 960.00' 19.1"Vert. Orifice/Grate C= 0.600 #2 Primary 958.40' 12.0" Round Cuivert L= 210.0' Ke= 0.500 Outlet In��ert- 954.70' S= 0.0176 '/' Cc= 0.900 n= 0.013 Primary OutFlow Max=0.55 cfs @ 12.03 hrs HW=960.32' (Free DiSCha� L2=Culvert (Passes 0.55 cfs oE4.51 cfs potential flow) L1=0rifice/Grate (Orifice Controls 0.55 cfs @ 1.92 fps) �� DATE TIME CITY OF ORONO CALLED IN `7 I I O INSPECTION NO-�TICE /��+� SCHEDULED � T PERMITNO. �u�IJ�,XOC�MPLETED ADDRESS _��c � � OWNER TELEPHONE NO. �(�Z� �7�0 CONTRACTOR � ,��.� � �� Sd h�--�� DESCRIPTION ' �.aS�YIQ✓�-'� �`�l V'eD��C�S � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPT �FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOH TO MEET YOU�YES_NO � COMMENTS: � W � o �n S� �� j�� (c�� Q -k.��.� o U �, =. ,� �r,9c � d� � -- 'Tl� G lc�Se Q � z W � W � j d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE W -o�tRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED � INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �952� Z49-4600 Owner/Contractor on site: / r-/� � Inspector. .ti 1 �l , � White Copyllnspector's File Canary CopylSite Notice � D TIME ✓ CITY OF ORONO CALLED IN � �� INSPECTION a�� SCHEDULED � � PERMIT NO. �� COMPLETED ADDRESS a?�DO �Q�L S1'�" OWNER TELEPHONE NO. �5Z �4�5 /�87 CONTRACTOR Ca`ZGL4 C�Q� >; DESCRIPTION ` �� /K�� '�� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL O ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � w � o lC7pJ� �S�� ,� �1�c;� �i< � � ° �/� 5T� � �S �"�� -}-r e Q C C� �� /� � ��c�c�..� � z W � W � j d WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE � ❑ RRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CQRRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (952� 249-4600 Owner/Contractor on site: �' Inspector. � ' White Copy/lnspector's File Canary CopylSite Notice � r� � Sc -t ( DATE TIME CITY OF ORONO ��go3 �ALLE IN �� INSPECTION NOTICE HEDULED -��(�"'T�� PERMIT NO. � " COMPLETED � � � ADDRESS O OWNER TELEPHONE NO. 1L'I�y�-�toZl� CONTRACTOR �'�C� Y'��SC'{'�Ct (� l,I� >; DESCRIPTION f�� -` i � � � ❑ FOOTING ❑ PLUMBING FI ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS � ❑ FRAMING ❑ MECHANICAL FINAL O ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOH TO MEET YOU.LL YES_NO �� COMMENTS: � W a � J O �. � O � W � Q � Z W � W � � d � �ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. C pHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �952� Z49-46QQ Owner/Contractor� ite: Inspector. C-� White Copyllnspector's File Canary CopylSite Notice �— � C� � AT TIME 1� CITY OF ORONO CALLED IN � � �� INSPECTION OTI SCHEDULED O � PERMIT NO��U��-3 COMPLET � ADDRESS � Dv OWNER TELEPHON NO. `/�, 7U"�777 CONTRACTOR .[�J �(�!�� "' KLf�` � � DESCRIPTION � li� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS � Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBI "'�� ❑ S�FINAL ❑ FOUNDATION/REMOVAL � OW YOU�_YES_NO � OMMENTS: � W a 0 ' / �� ad� ��r�dlic !/1 4�- � � 0 � W � Q � Z w � W � � � GW ��WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT WORK 8 PROCEED ` ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT D CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for the next inspection 24 hours in advance. (952� 249-460� OwnerlContractor on ite: Inspector. � � /� ,`✓ /� G�-S White Copyllnspector's File Canary Copy/Site Notice O� a � �-�. �AT/� TIME CITY OF ORONO CALLED IN INSPECTION N TICE p SCHEDULED ��.30 PERMIT NO. ��o�� COMPLETED � ADDRESS �� OWNER TELEPHONE NO. CONTRACTOF�'L�✓��'a � \o�l�l�l c�i�— �: DESCRIPTION � �� — �� d7� � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS � ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z �-VMSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE O SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a o V � � (,� I'�Q.,� e -�'��1-t�G�,J '' ,�t_' �~ �' � o - � - W � Q � � . Z W � W � � d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE � ❑CORRECT WORK 8 PROCEED n_ ISSUE CERTIFICATE OF OCCUPANCY W O �ORRECT WORK,CA�L FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL RETIJRN ❑STOP ORDER POSTED.CAIL INSPECTOR '�CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �952� 249-46�� OwnerlContractor on sit - Inspector. � � � White Copyllnspector's File Canary CopylSite Notice '�� C�� T �a TIME ✓ CITY OF ORONO CALLED IN ��'" v INSPECTION N TICE SCHEDULED PERMIT NO. �� COMPLETED � �� ADDRESS a- `-�� OWNER TELEPHONE N �f%�� /D��7� CONTRACTOR �� /S i��'l.O�`!�� : DESCRIPTION � W ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS � Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z �SULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAI ❑ FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W 0. � J O �. � O � W � Q � Z W � W � � GW�NORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT WORK&PROCEED G ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑ CORRECT WORK,CALL FOR REiNSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next insp on 24 hours in advance. (952� 249-4600 OwnerlContractor s' : Inspector. White Copyllnspector's File Canary CopylSite Notice �� ` � �� n � ATE TIME J� � ��I � ( CITY OF ORONO CALLED IN INSPECTION NOT SCHEDULED , , ` PERMIT NO. � � �� '� COMPLETED ADDRESS ��C �"�� X -c-�1- OWNER TELEPHONE NO.�� -�S� ��i��3j CONTRAi�TOR� �`-� l c� 1 l�� c�_. , 'T' >: D S RI�� `' \�� i��i�� _ � Y Y� _ , `� � rr� -, � � ❑ FOOTING ❑ PLUMBING F AL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS � ❑ FRAMING ❑ MECHANICAL FINAL � ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP � ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SE�/TIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:i�YES_NO +'\ � COMMENTS: � W � � j," ? l:� e,� V;� (,�✓ 1 n G, �J A S� 0 � � � � � � �� 5 �� 0 � Q F' n�. A :' � T�--ss ('Q � ,� ;r�' � z W � w � 1 � d W� �ORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE W ❑ ORRECT WORK 8 PROCEED � ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR � INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �952� 249-4600 Owner/Contractor on site: Inspector_ /`� '�f�� White Copyllnspector's File Canary CopylSite Notice �`� ' DAT TIME ✓ CITY OF ORONO CALLED IN '�� INSPECTION NOTIC p� SCHEDULED 1_ Zo-/D e2:0� PERMIT NO. — V COMPLETED ADDRESS a�'�D � �� OWNER CONTR. l..riL1A C�lr'1 TELEPHONENO. �D�I-' Z"�� C2�S�1 � DESCRIPTION / < � ❑ FOOTING � MECHANICA I ❑ EXCAV/GRADING/FILLING Q ❑ FRAMING ❑ MECHANIC FI AL ❑ LAKESHORE/WETLANDS � ❑ INSULATION ❑ WOOD BURN /FIREPLACE ❑ TREE REMOVAL Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT Q ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP _ ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL J ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W � � � �-- !�//� ( �-' �� c�'t G� ��T-- � l-� �L '�'c7 /�O �- �' 0 � Q � i � �� s : c� N C�v � 1 �� S z �,o.� r 1 �� Q y � S�C� 71•�oUA4�T �l �.� +�, W � � � d W� ORK SATISFACTORY:PROCEED Cl PROJECT COMPLETE W ❑C RRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ PHOTOTAKEN INSPECTOR WlLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED C INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �952� 249-46QQ OwnerlContractor on sit : Inspector. � White Copyllnspector's File Canary Copy/Site Notice �� DATE I(�� TIME CITY OF ORONO CALLED IN � � Z� _ INSPECTION NOTICE SCHEDULED ( �'--`=� t_'�� PERMIT NO. �-�=C�� -CC S'� � COMPLETED ADDRESS ��y �' �`` �- L: �x c-�fi OWNER CONTR. �- I�1�� (�'��, C�_�,lC�� TELEPHONE NO. `��-` h ��' � a � � �' �C`�� .C�� DESCRIPTION �C�'�L r� c�! �-�;�'� L J �IZ_ 1—��L�3� � ❑ FOOTING ❑ MECHANICAL RI ❑ EXCAV/GRADING/FILLING y ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORE/WETLANDS O ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ TREE REMOVAL Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT Q ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP _ ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL J ❑ PLUMBING FINAL I� / ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:�L YES_NO �\ � COMMENTS: � W a � J O � � O � W � Q � Z W � W � � d W ❑WORK SATISFACTORY:PROCEED CI PROJECT COMPLETE � ❑CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY W Q ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. C PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR '= CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (J52� 249-46�� OwnerlContractor on s' e: Inspector. White Copyllnspector's File Canary CopylSite Notice �� AT � TIME J CITY OF ORONO CALLED IN ��G��//C " INSPECTION NOTICE �_, , scHE�u�Eo I Z � l l C � _� PERMIT NO. �� C�1'C�C`��''� COMPLETED ADDRESS �-�� 'C' h�L X � I - OWNER CONTR. C��` 1��,� �./�`��I TELEPHONENO. � �' � �' �� 1. ' ' � DESCRIPTION ��C� ��1��F ��`_� `�� C_-�_:C�.��_ � � ❑ FOOTING ❑ MECHANICAL RI ❑ EXCAV/GRADING/FILLING Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORE/WETLANDS y ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ TREE REMOVAL Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT J ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP i ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL J ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU: YES_NO � COMMENTS: � W � � J O a � O � W � Q � Z W � W � � � - GW WORKSATISFACTORY:PROCEED C-i PROJECTCOMPLETE � ❑CO RECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. L; pH0T0 TAKEN INSPECTOR WILL RETURN ❑ CITATION ISSUED ❑STOP OROER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �952� 249-46�0 OwnerlContractor on siie: Inspector. ��( � White Copyllnspector's File Canary Copy/Site Notice 1�" �� '� DATE TIME V � CITY OF ORONO � CALLED IN ��-30�/C INSPECTION NOTICE SCHEDULED �' 3� o �?- � PERMIT NO. �7 f�Q� �� COMPLETED ADDRESS ��-1 OC �c�J< �r OWNER TELEPHONE NO. CG'Si -��•�f��7� CONTRACTOR C��-'�--�-� <'�c-c�,/d � DESCRIPTION ��/� ��'"'t-'�� c�(�'t-�.D!<'�c � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL O ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SE�FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU: YES_NO � COMMENTS: � W a � J O o � �� .��,�► � � � Q � z W � W k j d W� WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑ CORRECT WORK 8�PROCEED C ISSUE CERTIFICATE OF OCCUPANCY 0 ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CQRRECTUNSAFECONDITIONW�THIN HOURS. C PHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR u CITATION ISSUED G INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �Q52� Z49-46QQ OwnerlContractor on site: Inspector. � White Copyllnspector's File Canary CopylSite Notice �'� cJ� D E TIME CITY OF ORONO CALLED IN l� ? �� INSPECTION NOTICE �T�) p-/I CHEDULED � � PERMIT NO� — !/�/ O(/�MPLETED ADDRESS � ��7J T��7yL.�2.�7� — OWNER TELEP ONE —o ��J� CONTRACTOR �O C�� ' �f�L�l- >; DESCRIPTION � `� �� ❑ FOOTING ❑ PLUMBING FINAL ❑ C V/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL O ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL � ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W � � � O a � O � W � Q � 2 W � W � � GW WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE ] W�❑ RRECT WORK 8�PROCEED ',-! ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑ CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �QSZ� 249-4600 Owner/Contractor on site: Inspector. VlJ � �_1 White Copy/lnspector's File Canary CopylSite Notice � �� AT TIME v CI�1(OF ORONO CALLED IN �� —� INSPECTION NOTICE SCHEDULED �12�� s� PERMIT NO.��-a68D3 COMPLETED ADDRESS a OWNER TELEPHONE NO. Z 7J7 CONTRACTOR ��1 �-GCCY� l<�l.c�-� >; DESCRIPTION ��r�/t L(��Q 6 �%'"��'-�( �� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORFJWETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL O ❑ TREE REMOVA� Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W � � � O � � O � W � Q � Z w � W � � �, d � t,�1Nc�K SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ,� ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WlLL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR r. ❑ INSPECTIONREQUIRED.CALITOARRANGEACCESS. Call forthe next inspection 24 hours in advance. �952� 249-46QQ OwnerlContractor on site: � Inspector. l�� '��l � _� White Copyllnspector's File Canary CopylSite Notice � � DATE . TIME �� .� ✓ CITY OF ORONO CALLED IN ��= � 'f INSPECTION N�QTIC� SCHEDULED ` � t %,�m PERMIT NO. x�'�' ��L 3 co LETED ADDRESS �y��% �� X �� ' OWNER TELEPHONE NO. ;��I� "�f�O-��7 CONTRACTOR � ' GV'2�1�,L��' (��Colc� � �: DESCRIPTION ��`"�Cp ( � , �� ,. (�� / Ll� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS � O ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP i ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEv�INAL ❑ FOUNDATION/REhiIOVAL � OWNERICONTRACTOR TO MEEf YOU� YES_NO � COMMENTS: � W a o �C�� c�,.�.�' -� �c ,4-e ( � -�t�ll.�l� ��- �%/t S 1�C -f-i ZJ (� � 0 � Q .�%, N fF 1 .� l � � C' �n.�."-�-5 � Z W � W � � GW ❑WORKSATISFACTORY:PROCEED �ROJECTCOMPLETE � ❑CORRECT WORK&PROCEED �.SSUE CERTIFICATE OF OCCUPANCY W 0 ❑ CORRECT WORK,CALL FOR REINSPECTION �ORARY V BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cal1 forthe next inspection 24 hours in advance. (952� 249-4600 OwnerlContractor on site: Inspector. lc. � /�� White Copyllnspector's File Canary Copy/Site Notice �"�) E TIME � CITY OF ORONO CALLED IN � INSPECTION NOT �c� „l SCHEDULED � —� � PERMIT NO. �/�" `r�"�COMPLETED ADDRESS � �� - �� OWNER TELEPHONE NO.��G �� I CONTRACTOR 1��(,Q�' L�( �: >; DESCRIPTION !��fZ�it ,� � � � l� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS � Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION O WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP `/ � PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP 1`� 7� � �COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. � ' �� ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL . � � ❑ HARD COVER REMOVAL � ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � a —C. C� � 1�2. �}-e c.-l-U.r �G d-✓ r ('e- C� oD . c�T� ��S �rv�5� (3e c�r"bcs� � �-- ,�A. ��,/�J �� NQ.�� 'O o �j �� . � ,�C� � W � -- � �� - C�� s�P��' �3� M� � Z — 1�fl b ` %� v� �1CZe c!S TZ� �3e C Lo S e-c� W -- ��.v��.- ��-o F � � a W ❑WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W �ORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP OFDER POSTED.CALL INSPECTOR � CITATION ISSUED C INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-4600 OwnerlContractor on site: Inspector. �,� .�— �" ___ White Copylinspector's File Canary CopylSite Notice DATE TIME � CITY OF ORONb � CALLED IN INSPECTION NOTI E SCHEDULED 3'�'IZ PERMIT NO. �� co PLETED ADDRESS 2-"�W � �� OWNER TELEPHONE NO. CONTRACTOR �: DESCRIPTION � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS � ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP ? ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNEH/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a j , \/�,� O � � O � W � Q � Z W � W � � d � ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ry15S�UE CERTIFICATE OF OCCUPANCY / � ❑CORRECT WORK,CALL FOR REINSPECTION � TEMPORARY \ f�/ � BEFORE CQVERING RMANE �j\� 1` ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ PHOTO INSPECTOR WILL RETURN ❑ CITATION ISSUED �STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 2a hours in advance. (952� 249-4600 OwnerlContractQ� Inspector. � � White Copyllnspector's File Canary Copy/Site Notice FINAL GRADE AS-BUILT �-�� - � � � � � ; � � � R� HARLES CU DD DENOVO e � �� 5 ADDRESS= 2400 FOX STREET, ORONO, MN °"' Sg s�v.so� ' � � ar_o. _ _ � I�• i ��', � WA MMI.] '^� �:� m q � �` �� ib � � J o .� � _ _ _9�2� _.� � - .la.�{M65� I � W �P � I a9<EOs� PoI � .usa,e` i •x..� i `�' �� a �0 i f �e i ga�p° �"e iAI m>> *ve.., i � �g� at➢:.] � . 1 s�.i I 9!)i II I .. r.00E � � � � � .. EXISTI�iG PROPERTY DESCRIPTIOIV '� Nbt3,/�b� ;:'oxo saa� � "`�'' � � i Lat 1, Bloek 1, MAJESTIC SPRUCE aDDiT10N, BENCHMARK �--�—s �--ee --a a �i �6s � s�'°t° ,e .rr r ' , �ses� � 1 MN-00T Hom point Antlrew, a•n/ ..... _..�',v».s 'csi.o� .�a.s , � ��1ealwnv � revx { � `i —T ••!l sa 5 Hennepin County. Minnesota. '' / � . . I � �. � � � I i Elevation � 937.91. % .q50-, i ': � � ( � r.e. � "° � ��i;= � �. io�; B K. ,' ..^./ °"`: 's"� � ,'� I Q , I i / ri aba� • a. � o s . cef �$ 9tJ� .9 �i�3ltl. � i 9 . � I ! ' .r�.. x�.e � !`s.��'�• •�1 � ea . 1 � I �� , .au.a B x..a � �en.' '� ;Pd�.� .,�; .�� i .aea.�'�. � .er..� �.� i I l Q 1 I 1 EXISTiNGELF,VATIONS � I � °°'' �� -�:y'� � �6�� ,\ '� I � ! GARAGE FLOOR = 966.8 '�� LOT � h ,�� zes� 3• •van� • . '� � ! ., IO , . � �.v6�0 � / � :st0.) '��` �' t x / I I.OWEST FLOOR - 957.5 I A " ti2�' ve�i• �,'. �eOJ nzY�F--- ----�-- l I J THEATRE ROOM = N/A i � � i" '� � I I� 5'-� FIRST RODR = 469.2 '"' � I •�m.e o;e.s 99��3 � 6• � � �� / �¢. � ° , a m ' �1` . �°j A�Q I r 95!i . tM� HOUSE DETAIL• r.�4,z� " a e 1� � I ,hx9 y� \ o, �5��,p.1 i/ • eg2 �..a� s��s 'r 5� ( � �, 1" = 20� �+�t. � % �' ,,;i ` b,�..�,, �,. I 6:. a., � �? ,�- ,` ' � ;� , '�. ��, ' � 4 .y,y 3 � w � `� /�� P�� sa;� sea> > � .,�� 3 i � � ��w.i /� f i�.A ,suo �^v � `,R ' �x.a ' �/% � / ana� �� il� .roeri � �,c�°°' I . � 4y o � e I � 8 p�M � � n � .vsea �oei.o .s�e re.a �Y` w � �I I y �S .�rt i,�. H�S t q,�.u.xa r'n"''a go � oeie a>r..ry. � pe� � w.�,.�/ ` .s'.. �� . ' t I ,,'I �N� MF1' n�e�s'.r Z� � �,:�. au• �-''��fYa>.� osa.,�� - ' �i 3�: E ., Y Ep Ep 61�1RE ' � sa�.a �� ii/ � �ca�.l' �./ -•� \ \ ' � I , � � '� P�R�a�� sd Y i p +. vb.x � ve,� ' �'' � ' ' ' _ "- ' .nn° '°`�� .. I � � I +�. 'v �S wNY' e.w ��we.o��'i ° I . �,:a y ; 6" � $ I � ua. �{ e , `\ �� y/� sea.o isa, � � �. y � � x � aexo �ax� �.� 'iA swn��/ ^'�' swe cav.o , l I � ��m p�U� I AA r� ;�.. ` �� . sess s ,Svcs. I 1 I � ��s� � U i : :� ons.ei . 4es°' �,i \ /�� \ q \� � � sws• ` � 'g \ f-,\ � � � a.v , ��o .vee.� F• 'v7ie. °°oy-_" I wan wse� / e.e �sius�lea.i�� I W � � I � 1\ $ � Y ' 7,.,, 1 P� �w, �; �\ 4' 1� � /. �tve..� �W o v(n pN��' 1 � ��u .... .wa.. `aa�.�/ .\v��-. �'S' • � .na� , �, I � ` '��@ M1 #, � `' �} � [L6 -' . ..• :�� - \ ` �dnBl� � .� �C 1 } \ IVO�I� Q I Y�.S� .' � \ "9e\ , ��'•�L'_�SAO'.i f �� .aeae � � I6 I ' � �'j I� I \ �1D � _ . �� 96]A .YlS.B 9M.] �9l1��r ,^ � 1 ° 5 y.i c ur rser) " � AREA CALCULATIONS � �� "'4„ •"" �--=_� „", } � , ``` � �� '' � <O!)J OR0.) x06 C � i m�n-soa � t ` .ow� ' __._. � / I J - TOTAL LOT= f174�284 aq. ft. (4.00 ocres] rw. � �-.......,..� xi.o :� ..__..._... ._..._....�__ _--- .... �w�e �w�.� ti� j 4 � '.. I..Ol0.� I ... ............ feo.! I .93. �''�.. I \ Mt�, �]a] i951' Yco \ -� House m t8,568 Sq. FL � �- � � ' � � I \� iy Bit. Drivewoy s t6.177 59. Ft. � A ,�..�; M21/ aesa I I B6S9 �� cr�' _ ��s � RPavera� .t5�153 Sq. Ft. I I � .n... � ,� nes 1 �'��e`i � ow s�wa�.�,nss.a �I I i e°° �C%r' ; \\ �� Concrote � t8.768 Sq Ft. os o: � ' � � :i � ; � .wv., i � owv ur+E �ee� IAIPERVIOIUS SURFACE = ti6.45 �.nv � .. z: .9eae i \ �s'�fsr"'-.�qP ' r : I � �� \ .,�' I � .o>xs i `�� \_ _ i� ( I �o� �� . sar \ . � I . F' .vn.� .nas ',ti ..e:.e � 'r I I ' � cai, ..... �nro-....... � Rn�.a ' p i �;' � Y `��..'.9°°-• ,a�an � i I r� . . . ...�..... nae I � y � 5 I ; .._..I._ , " � ., .......- ; ' Iy�oy�5 ax•� 9S - ......__��Y'W. .. � � { � E9! t . I s:i:t..__.. �':-.ow> � � �-" / - L. ....�_._....xr_�� , / � � �) � �� a� ��ss• � i j � � / i si NOTES ta i . . .. `_�r�—_.i Y� .s ,...�c. s �f-.s.�� I;.. � i; �r' LEGENID - eeornq'a anown ore on aasumeA datum. � i ' / .j a�rr� I i a�x.s � ' snr �', B � � DENOTES MISCELLANEOUS AIANHOIF -Fieltl eurwy conducteA on Novemba 11th, 2010. L 9�2 . _ :.a �y i �...... ��=9�� 4 s ,y�s �i _ � of titlawwk.Eaeement, ap0urtenancef and v».n�+ `0'a ..�' '....`.. .._..�... - � .. a' .-�� ~'� o.ei �w3 � a`P. -Thie alrva waa r arad without tha 6snaft - (�7 DENOIES SANITARY SENII2 MANNOLE � Y P aP �',;� •n, DENOIES UTUTY POLE encumDronca�ma axirt in additlan to thoae � � �tse.e 9b +�a• '°° w� �"y � �0 . ('� • DENOTES IRON MONUIIENT FWND ahown hvreon. fiia aurvey Ie aubject to '- +� N�537,5� 9SB ' �x� ��6e �� i K"sa Q„ / I ��' � �On.2 F DENOiES IXISitNG EL£VATION. reNelon upon rxelpt of a tltls Ineurmca j� „x, � 'K. ,.. < o - �.o_ _ _ � _ _ _ _ _ _ _ � ��, _ _ ` _ � .� ' __ _ commitment or ottorn�y�titl� opinion. j ]lZ - / _ \`'�. �s- / - '' � OENOTES BITUI,NNOUS __ ._ �5�__ _ . . .. .�r�.. (9 �� x. i �,`_*yi }' � I �r..... �-,. �-'OENO7ES CONCRE7E m,� ox: �.�so� .� __y�.,�oH� • o�io ux.� � ..._.... 271.88 wos s�i� a...r �� fh � I DENOlES PAVERS axs � �v�Yuseqb� •.x .sai �-�S8$'S5'21"E " , I I ' �s. .saz w.e I Y'��}'r' 9Jo �er` �""� �, . . v `�� 1 /xin*° 'Q DENOTES E7(IS?ING TREE ' n��`��, ssa /'•1°'�_ •sUo . � � •u.x °� / a'r'� DENOTES EX1511NG CONTOUR '° � ��a��-_�_ u�ae �� u•.o °'" � . �.wa m , ,� �?a' I ��r' (P=) oeNo�s aurr�oisvvacE � �`�� ->„F��C `\ �` .o . �� .s��y �' (�� _ .9is.v ...9 wi.j I �, _. _ V c u..�' r.as . ��ENOTES PROPOSED ELEVAlION. � � `�` �ET �.� ,o.,o � .�,� �°^�_1�� t�,' —�`�-,�:, _ _ ,�r=_�;i . �� DENOTES dRECT1ON�ORNNAGE. ai-a-r.v d,.,, ` � . ._ .. _ _. ~` __�. �v»a - __`�—� _._ '_ '�.... _. � / _ —_ _. _" '__ _ ._ _ _— _._ _. ... ._ �'.]r 9� I herebY certify that Nia Plmi, wrvey or repart woa Prepared by �0""-�._'��' __ �- - �� me w under my dkect wpmision and that I om o duly licensed '�� 'l' � Lond Surveyor unEx the lows of tha Stuta o!Minneaota. � e.i� � JOB#09385GAB ��CRE LAND SURVEYING� � --- P� ---�-� e�.t»,►.a ssaac iiy �=—_ " 7E:1-p8-6275 jsacrelend�urv�jt09maScan ��'��' .�SHUA P. SpiNElOER Date. 11-t2-10 Req.No. Hb55 � e n� �n n.r L��LurM PraJeces 2008�09383hs-Mahstk Swrce I1de�d.p�09383pnb.d�0 ll/12/2U30 9�5639 l41 CST � -� ' O RO N C� IVI I N N ES4TA � GENERAL NOTES: GENERAL NOTES: DESIGN PROVISIONS: SUGGESTED QUALITY ASSURANCE PROVISIONS: 1. THE FOLLOWING EFFECTIVE STRENGTH PARAMETERS WERE 2. THE FOUNDATION SOILS AT THE BASE OF THE WALL(S) ASSUMED IN THE PREPARATION OF THE STRUCTURAL SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER. CA�CULATIONS FOR THE BOULDER REfAINING WALLS: ANY UNSUITABLE SOILS OR IMPROPERLY COMPACTED EMBANKMENT MATERIAL SHALL BE REMOVED AND REPLACED � C Y SOIL TYPE AS DIRECTED BY THE ENGINEER PRIOR TO WALL RETAINED SOIL 35' 0 120 PCF SELECT GRANULAR CONSTRUCTION TO PROVIDE ADEQUATE BEARING CAPACITY FOUNDATION SOIL 26' 200 120 PCF SANDY LEAN CLAY AND MINIMIZE SEfTLEMENT. SOIL TYPES AND DESIGN PROPERTIES SHALL BE CONFIRMEO 3. ALL WALL EXCAVATION AND RETAINED SOILS SHA�L BE BY THE SITE GEOTECHNICAL ENGINEER PRIOR TO WALL INSPECTED FOR GROUNDWATER CONDITIONS. ANY CONSTRUCTION. ADDITIONAL DRAINAGE PROVISIONS REQUIRED IN THE FIELD SHALI. BE INCORPORATED INTO THE WALL CONSTRUCTION AS 2. THE WALL IS DESIGNED TO SUPPORT THE FOLLOWING DIRECTED BY THE GEOTECHNICAL ENGINEER. MAXIMUM SURCHARGE LOA�iNGS: SHEE E INDEX 4. ALL STRUCTURALLY PLACED BACKFILL MATERIAL SHALL BE LIVE LOAD: 50 PSF TESTED AND APPROVED BY THE ENGINEER, MEETING THE DEAD LOAD: NONE PAGE DESCRIPTiON MINIMUM REQUIREMENTS OF THE APPROVED DESIGN PLANS BACK SLOPE: NONE SEISMIC: NOT APPLICABLE OR SPECIFICATIONS. HYDROSTATIC: NOT APPLICABLE 1 TITLE SHEET 2 SITE PLAN 5. ALL SOIL BACKFILL SHALL BE TESTED BY THE ENGINEER 3. THE WALL FOUNDATION SOI�S AT THE WALL LOCATIONS 3 TYPICAL �"!ALL SECTION DETAILS FOR MOISTURE, DENSITY, AND COMPACTION PERIODICALLY SHALL BE CAPAB�E OF SAFELY SUPPORTING 2,000 PSF (EVERY 2' VERTICALLY, 100'-200' C/C) MEETING THE WITHOUT FAILURE OR EXCESSIVE SETT�EMENT. LOCAL MINIMUM REQUIREMENTS OF THE APPROVED DESIGN PLANS BEARING CAPACITY SHALL BE CONFIRMED BY THE SITE OR SPECIFICATIONS. GEOTECHNICAL ENGINEER AFTER FOUNDATION EXCAVATION 6. ALL WALL ELEVATIONS, GRADES, AND BACKSL.OPE ANO PRIOR TO WALL CONSTRUCTION. CONDITIONS SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD FOR CONFORMANCE WITH APPROVED DESIGN PLANS. SUGGESTED QUALITY ASSURANCE PROVISIONS: ANY REVISIONS TO THE STRUCTURE GEOMETRY OR DESIGN CRITERIA SHALL REQUIRE DESIGN MODIFICATIONS PRIOR TO 1. WALL CONSTRUCTION SHALL BE SUPERVISED BY A QUALIFIED PROCEEDING WITH CONSTRUCTION. ENGINEER OR TECHNICIAN TO VERIFY FIE�D AND SITE SOIL CONDITIONS. IF THIS WORK IS NOT PERFORMED BY THE SITE GEOTECHNICAL ENGINEER, A QUALIFIED GEOTECHNICAL ENGINEER/TECHNICIAN SHALL BE CONSULTED IN THOSE MATtERS PERTAINING TO THE SOIL CONDITIONS ANO WALL PERFORMANCE. COPYRICHT (c) 2009 BY CML SOLUTIONS CROUP, LLC. Designed By: Project: Registrotion No: � hereby certify that t s plan sPecification, or report wos CIVIL SOLUTIONS GROUP, LLC No. Date Re��sion B MRJ LINDBLOOM RESIDENCE 25493 repared by e or un er my direct supenision and that 8200 HUMBOLOT AVENUE SOUTH, SUITE 100 P am du� u nsed Pr fessionol Engineer under the �ows BLOOMINGTON, MN 55431 sco�e: ORONO, MN Project No: of the S�ate f 1�• e ota. PHONE: (952) 294-4755 N�A r��: 10-676 t FAX: (952) 294-4595 ��<<: TITLE SHEET Drawing No: "l�}w MIKE@CSGMN.COM 30 NOV 10 � o°t`: Michael R. Johnson, P.E. � N OTE: 1. THE SITE PIAN SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY. IT HAS BEEN REPRODUCED FROM BARKLEY LANDSCAPES SITE DESIGN PLAN LAST REVISED 9/10/2010. � --�� ..,� � ! • �,.. � ,.:.} :IT;.; � - �� 'ti . �.•._ :.� / � l �_�, � :�;� ( '�) �•.�� -, j ,T�:� ;ll �'- `-f. �;1. � �_ / ,' ' . _ _ i i�-'� - . - � .. .�_., I:. . --_. �� , t � � � , i . . ..--. �'-�,,_:/�, . . . _�.a.. . .' �� _ �� - i�.. _. _ . . .. ... . ��i, �` �� ,- � . `�r f///�''---'`- -, -.;,,.--� L-- , ✓= � ��...�� ( \ . .. .:..i'>=. . . .. . �`_ ` � _ t . __ .� i../ :�.. _ �. � �� \ . . _ . _�._ - _. . .. � 1 �:. . � _�.� "' _.,_.. _... .� " \ / � � `` • � \ � � �� ` � /1 �� ! \\., , �/ ��.�_�--�r-��/' COPYRICHT (c) 2009 BY CNIL SOLUTIONS CROUP, LLC. CIVIL SOLUTIONS GROUP LLC Designed By: Project: Registration No: � hereb No. Date Revision g y certi that th' Icn specificotion, or report wos � MRJ LINDBLOOM RESIDENCE 25493 repored by e or un er my direct supervision and that 8200 HUMBOLDT AVENUE SOUTH, SUITE 100 P am du� �i sed r fe �oncl Eng�neer under the �ows Seole: ORONO, MN Project No: of the S�ate o Min t . BLOOMINGTON, MN 55431 NTS 10-676 PHONE: (952) 294-4755 Tt�e: �tc�� FAX: (952) 294-4595 ��: SITE PLAN �`°"'"9 �N�� Date: MIKE@CSGMN.COM 30 NOV l0 L Michael R. Johnson, P.E. � . , . NOTES: 8" LOW PERMEABLE SOIL 1. THE SECTIONS SHOWN REPRESENTS TYPICAL CONSTRUCTION FOR THE WALLS AT THE LIN�BLOOM RESIDENCE. D/2 2. THE MINIMUM BOULDER DEPTH (D) IS A FUNCTION OF THE OVERALL WALL HEIGHT AS SHOWN IN THE BOULDER DEPTH SCHEDULE. :.. � 3. BOULDER WA�L REQUIRES 8 OZ. FILTER FABRIC BETWEEN THE BOULDER � ',, ' UNIT AND 12" FREE DRAINING MATERIAL. � •.: ..' :. �GRANULAR BACKFILI. � i 4. THE BOULDERS SHALL BE PLACED TO INCREASE IN SIZE WITH 15' (MIN) i INCREASED HEIGHT, MAINTAINING THE MINIMUM DEPTH REQUIRED (D) � . � FOR THE OVERALL WALL HEIGHT (H). A SMALLER BOU�DER MAY BE '� � i� 1 USED ON THE TOP BOULDER (D/2) FOR FINISHED GRADING PURPOSES. H� ` �:' i� 5. THE BOULDERS SHALL BE PLACED TO AVOID CONTINUOUS JOINT PLANES H '� '' '� �� ON–SITE BACKFILL IN VERTICAL OR LATERAL DIRECTIONS. EACH BOULDER SHALL BEAR ON FINISHED GRADE AT �8 OZ. FILTER TWO OR MORE ROCKS BELOW IT, WITH GOOD FLAT–TO–FIAT CONTACT. BOTTOM OF WALL �i FABRIC 6. COMPACT ALL GRANULAR FIL� PLACED BEHIND THE DRAINAGE ZONE � IN THE REfAINED ZONE OF THE WALLS AND COMPACT TO 95% 3 MAX � STANDARD PROCTOR OENSIN. �� : 4" DIA CORRUGATED PERFORATED PVC 7. THE MINIMUM WAL� EMBEDMENT VARIES FROM 6" TO 24". THE .` '� ' �ACE OF WALL ��50' OOUTAND LOW EMBEDMENT IS TO INCREASE TO 24" WHERE THE WALL IS POSITIONED POINTS ALONG WALL. ON THE 3:1 TOE SLOPE. 8. THE WALL IS DESIGNED AS A GRAVIIY WALL. 24" �� ON SITE SANDY CLAY MINIMUM SAFETY FACTOR FOR OVERTURNING _________ � 5 MINIMUM SAFETY FACTOR FOR SLIDING _____________ � 5 TYP I CAL WALL S ECTI O N I 8" LOW PERMEABLE SOIL GRANULAR BACKFILL SPECIFICATIONS: p�2 THE IMPORTED RETAINED SOIL SHALL BE FREE OF DEBRIS OF ORGANIC MATERIAL MEEfING THE FOLLOWING GRADATION: r SIEVE SIZE: �PASS�NG: � 3/4" 100-75 . GRANULAR BACKFILL � i No. 4 20-100 15' (MIN) �i No. 200 0-10 � PLASTICITY INDEX (PL)<6 H1 i� � H ( .. ._ /� 1 i ON–SITE BACKFILL FINISHED GRADE AT �8 OZ. FILTER BOULDER OEPTH SCHEDULE: BOTfOM OF WALL � ��', �i FABRIC .: - , WAL� HEIGHT (H�: MINIMUM BOULDER DEPTH (Dl: �54 32" NOTE: - 4" DIA CORRUGATED PERFORATED PVC ;: . DRAINTILE WITH SOCK, OUTLET THRU 6 35" FACE OF WALL � 50 O.C. AND LOW 7 38" (H 1) = EXPOSED WALL HEIGHT POINTS ALONG WALL. 8 41" (H) = EXPOSED WALL HEIGHT + EMBEDMENT �--D—�I ON SITE SANDY CLAY 9 44" 6" TYP I CAL WALL S ECTI O N 2 COPYRICHT (c) 2009 BY CNIL SO�UTIONS GROUP, llC. Designed By: Project: Regislrolion No: I hereb ce �f th is Ipn s eCifiCation, or re ort was CIVIL SOLUTIONS GROUP LLC No. oa�e Revis�on e MRJ 25493 Y Y P p P ' LINDBLOOM RESIDENCE prepored by me o d my direct supervision and that 8200 HUMBOLDT AVENUE SOUTH, SUITE 100 � am du� cense of ss�ona� Engmeer under the �aws BLOOMINGTON, MN 55431 sco�e: ORONO, MN Projeet No: of the S�ot of n a. PHONE: (952) 294-4755 NTS rii�: 10-676 FAX: (952) 294-4595 ��e: TYPICAL WALL SECTIONS Orowing No: �L'��Vo 30 NOV 10 Z oote: MIKE@CSGMN.COM �1 Michael R. Johnson, P.E. . : • . � • emo To: Finance Department From: Christine Mattson, Planning Assistant CC: Street File � Date: 3/6/2012 �� G/L: 101-22205 Re: Building Permit Escrow Refund Building Permit #2009-00803 pertaining to 2400 Fox Street is complete. Builder, John Sonnek with Charles Cudd, has requested a partial refund of the escrow. Please prepare to refund $8,700 of the $10,000 received with the temporary certificate of occupancy. The balance will continue to be held until the wetland buffer is in compliance. The following is attached: • Escrow Refund Request • Copy of temporary certificate of occupancy signed escrow agreement • Copy of cash register receipt showing escrow amount received Prepare check, but DO NOT MAIL: Charles Cudd 15050 23ro Avenue N Plymouth, MN 55447 w:�street files\fox street�2400\escrow refund memo partial refund 2009-00803.doc TEMPORARY CERTIFICATE OF OCCUPANCY ESCROW AGREEMENT Orono Building Permit#2009-00803 AGREEMENT made this 29th day of April, 2011 by and between the CITY OF ORONO, a Minnesota municipal corporation ("City") and `.��;Li � �-io��.�-� ("Owners"). Recitals 1. Construction of the new residence located at 2400 Fox Street, the ("Subject Property"),legally described as Lot 1, Block 1, Majestic Spruce Addition, in Orono, Hennepin County Minnesota, is the subject of building permit application number#2009- 00803 has been completed. 2. Winter conditions currentiy prohibit completion of exterior improvements, final grading, and vegetation establishment. An as-built survey cannot be accurately conducted at this time. 3. Owners request the City issue a temporary certificate of occupancy ("TCO") to the Owners so that the Owners may occupy the new residence. 4. The City wiil issue a TCO only if the Owners establish an escrow to ensure completion of exterior improvements, continuation of erosion control and submittal of an as-built survey to the City. NOW THEREFORE, THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow Agreement, the Owners shall deposit $10,000 with the City. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the escrow account. 2. PURPOSE OF ESCROW. The purpose of the escrow is to assure completion of any exterior improvements, final grading, establishment of vegetation as well as guarantee reimbursement to the City for all out-of-pocket costs the City has incurred (including planning, engineering, in excess of $500, or legal consultant review) or will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the Owners would be responsible for under a building permit application. The escrow will also guarantee reimbursement to the City for all out-of-pocket costs the City has incurred to assure that the work is completed in accordance with the Stormwater Pollution Prevention Plan and the provisions of Orono City Code Chapter 79. The financial security may also be used by the City to eliminate any hazardous conditions associated with the work and to repair any damage to public property or infrastructure that is caused by the work (including planning, engineering, or legal consultant review) associated with building permit #2009-00803 if compliance with the approved building permit is not accomplished. 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners' receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the timeframe outlined in #3 above, shall issue a Stop Work Order until the Owners pay all expenses invoiced pursuant to#3. The City may draw from the escrow account without further approval of the Owners to reimburse the City for eligible expenses the City has incurred. 5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the Owners when the review has been completed and written notification is received from the Owners requesting the funds. 155441 Page 1 of 2 � , CITY OF ORONO PERMIT NO.: 2011-00268 27�0 KELLEY PARKWAY ORONO, MN ��3�6- DATE ISSUED: 04/29/2011 (9�2) 249-4600 FAX: (952 249-4616 ADDRESS : 2400 FOX ST ; PIN : 04-117-23-41-OOII ` LEGAL DESC : MAJESTIC SPRUCE ADDITION : LOT 1 BLOCK 1 ' PERMIT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT � PROPERTY TYPE : RESIDENTIAL � CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT NOTE: THIS$10.000 ESCROVI'IS TIED TO BLDG PERMIT#2009-00803 FOR TEMPORARY CERTIFICATE OF OCCUPANCY PAID BY CHECK#020717 BY CHARLES CUDD. APPL1CAn'T ESCROW FEE-BUILDING 10,000.00 CHARLES CUDD LLC TOTAL 10,000.00 15050 23RD AVENUE N PLYMOUTH. MN 5�447- �) Minnesota State License #: 20635245 OWNER LINDBLOOM, JULIE 2690 RAINEY RD WAYZATA, MN 55391- AGREEMENT A1vD SWORN STATEMENT Thc work for which this permit is issued shall be performed according to the approved plans and specifications.applicable City approvals,and the State Building Code. This permit is for oniy 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 he compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 1 RO da��s of the date of issuance.or iS construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in confbrmance with the State Building Code.This permit may be ' revoked at any time for due cause. / / � ; ;.__ApplicantPermitee Signature Date lssued By Signature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCWBED ABOVE. wl�i' �;� 't•-j, �:M �,"r]YIi+ . C,':.i-:' FS..i}.C;1: s,`�•� . .. �;'�vt�, �� '�ttY'�ijS;�}'-,; c v., tJ��:7� ,� � ��3., — •FL`'t''x..l�Yi7l� �. �x....-�y - 4�, L.c.:.�. I�7G�°. � tJ�ii��strf:+ u� . I� f�(�r+ :N'�r � i.�iq"�'a.^_., , 'f ��=!. . — r� i � ., -ai�.7L; � �';�inr�:�Eti: - ;s��s,...�1 „ti!`iC i_Lfi!iPti; r YM14 ��"�r '�f� :iL;^� j s r �r, 1 c G`�:�, ?! ..�i';; �'_'l��P"r`��;�yt{�'.'• � -(,7�t�,7 i�i i�+•- t ..4 i�Rt?i��:s� . ��l%.4�.: � ___ � ' r�'C�._�� ``�" ��i)i� �.�� , i.r7�"C�fc �r, �y�'r1,,';-, - - �---_._ � �-`�yir�s�., , ` f�v'v.�t i.�scEr`tL'� f.�iEf�� :C3Lti1 F•fp{G.'s?jf: , �, 1 r`�i.=i,�i; r�r. � �3�Y,.+�^: w;l�? _-_ ,� - �'�'i�7: -_... _ ,t�i ti'f:f:'�l�l t flu�� ------.__... �'i)k i ; � Checklist for Refunding Buiiding Permit Escrows Building Permit # �� "�� Street Address: �� -�-� � Applicant Name: 1 !�Q�� '� �� Escrow request received Date: t��I�� i " Permit Type: , Are all inspections completed? Yes No J� , If not, fist what is outstanding: 1"1�"�� Was there a Temporary Certificate of Occupancy issued? Yes No Date: Was there a Final Certificate of Occupancy issued? Yes No Date: ❑ As-built survey required? Yes, approved on NO NA ❑ Email CK & Bonestroo to see if there is any unbilled WIP. Date email sent: ❑ Prepare memo for Finance Department z:\forms'�zoning standard forms\checklist for refunding building permit escrows.doc LastUpdated: 10-31-2011 � � Christine Mattson From: John Sonnek[jsonnek@charlescudd.com] Sent: Tuesday, January 31, 2012 8:41 AM To: Christine Mattson Subject: 2400 Fox St Chris can you please release the $10000 escrow to Charles Cudd De Novo for 2400 Fox Street. Thanks John Sonnek VP Construction/ Partner ph: 612.282-4893 15050 23rd Ave. N. Plymouth, MN 55447 1 � , . � . . • . 1 • emo To: Finance Department From: Christine Mattson, Planning Assistant CC: Street File � �,,� Date: 11/7/2012 G/L: 101-22205 V� � Re: Building Permit Escrow Refund Building Permit #2009-00803 pertaining to wetland buffer at 2400 Fox Street is complete. The Planning & Zoning Coordinator, Melanie Curtis, has requested a refund of the remaining $1,800 in escrow. Please refund $500 to Julie Lindbloom and mail to: Julie Lindbloom 2400 Fox Street Wayzata, MN 55391 Please refund $1,300 to Charles Cudd and mail to: Charles Cudd 15050 23�d Avenue N Plymouth, MN 55447 The following is attached: • Email from Stantec indicating no unbilled WIP on this project • Email from Campbell Knutson indicating no unbilled WIP on this project • Original signed escrow agreements • Copy of cash register receipt showing escrow amount received w:\street files\fox street�2400\escrow refund memo 2009-00803.doc Christine Mattson From: Darren Amundsen Sent: Monday, November 05, 2012 11:29 AM To: Christine Mattson Subject: RE: Unbilled WIP No WIP here, happy Movemberl From: Christine Mattson [maiito:CMattsonCa�ci.orono.mn.us] Sent: Friday, November 02, 2012 10:38 AM To: Amundsen, Darren Subject: Unbilled WIP Hi Darren Any unbilled WIP for: Building Permit#2009-00803 2400 Fox Street Julie Lindbloom Thank you. Christine Mattson Planning Assistant City of Orono 2750 Kelly Parkway _ Orono MN 55356 (physical addressJ PO Box 66 Crystal Bay MN 55323-0066 (mailing address) �` 952.249.4620 " �� 952.249.4616 '� cmattson@ci.orono.mn.us � www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Monday, November 12, 2012 1 Christine Mattson From: Sherry Charboneau [SCharboneau@ck-law.com] Sent: Friday, November 02, 2012 1:29 PM To: Christine Mattson Subject: RE: Unbilled WIP Christine: No unbilled WIP for Campbell Knutson on any of the matters listed below. Have a good weekend. Sherry Sherry L. Charboneau Legal Assistant CAMPBELL KNUTSON P.A. 1380 Corporate Center Curve.Suite 317• Eagan,MN 55121 r'Y (651)234-6230• Fax: (651)452-5550 � scharboneauC�ck-law.com•www.ck-law.com From: Christine Mattson [mailto:CMattson@ci.orono.mn.us] Sent: Friday, November 02, 2012 10:37 AM To: Sherry Charboneau; David P. Martini Subject: Unbilled WIP Hi Sherry & Dave: Any unbilled WIP for: Variance application #12-3576 3585 Frederick Street John 8� Sherry Gorman Building Permit#2009-00803 2400 Fox Street Julie Lindbloom Building Permit#2012-00127 3508 Ivy Place Pillar Homes / Richter Pool Permit#2012-00878 420 Deborah Drive Rachaelle Brady Thank you. Christine Mattson Planning Assistant City of Orono 2750 Kelly Parkway Orono : MN 55356 (physical addressJ PO Box 66 ' Crystal Bay MN 55323-0066 (mailing addressJ �' 952.249.4620 '� 952.249.4616 � cmattson@ci.orono.mn.us � www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Monday, November 12, 2012 � Christine Mattson From: David P. Martini Sent: Monday, November 05, 2012 10:22 AM To: Christine Mattson Subject: RE: Unbilled WIP Christine, I was unable to find time associated with 3585 Frederick Street, 2400 Fox Street,or 3508 Ivy Place. Did we give you review letters for those projects? The time associated with 420 Deborah Drive totals$1,030. Let me know if you have questions. Thanks. David P. Martini, P.E. Bolton 8� Menk, Inc. P: (952) 448-8838 e�. 2458 M: (612) 756-4315 email: davidma _bolton-menk.com From: Christine Mattson [mailto:CMattson@ci.orono.mn.us] Sent: Friday, November 02, 2012 10:37 AM To: 'Sherry Charboneau'; David Martini Subject: Unbilled WIP Hi Sherry & Dave: Any unbilled WIP for: Variance application #12-3576 3585 Frederick Street John & Sherry Gorman Building Permit#2009-00803 2400 Fox Street Julie Lindbloom Building Permit#2012-00127 3508 Ivy Place Pillar Homes / Richter Pool Permit#2012-00878 420 Deborah Drive Rachaelle Brady Thank you. Christine Mattson Planning Assistant City of Orono 2750 Kelly Parkway Orono MN 55356 (physical addressJ PO Box 66 Crystal Bay MN 55323-0066 (mailing addressJ `� 952.249.4620 8 952.249.4616 � cmattson@ci.orono.mn.us �i www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Monday, November 12, 2012 1 Christine Mattson From: Smyth, John [John.Smyth@stantec.com] Sent: Monday, October 22, 2012 1:22 PM To: Christine Mattson Subject: Re: 2400 Fox Street Yes on both questions From: Christine Mattson [mailto:CMattsonCa�ci.orono.mn.us] Sent: Monday, October Z2, 2012 10:04 AM To: Smyth, John Subject: 2400 Fox Street Hi John, I'm following up on the wetland buffer inspection at 2400 Fox Street. Did you ever meet Kurt Hanson from Charles Cudd on site? Was the buffer in compliance? Thanks! Christine Mattson Planning Assistant City of Orono 2750 Kelly Parkway '; Orono i MN ; 55356 (physical addressJ PO Box 66 � Crystal Bay � MN ; 55323-0066 (mailing addressJ '� 952.249.4620 I � 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 W/LL BE CLOSED: Monday, November 12, 2012 i WETLAND BUFFER ESTABLISHMENT ESCROW AGREEMENT Permit#2009-00803 AGREEMENT made this_�day of a 1 , 20 /Z, by and between the CITY OF ORONO, a Minnesota municipal corporation ("City") and Chad M. and Julie A. Lindbloom ("Owners"). Recitals 1. A building permit application has been filed for a property located at 2400 Fox Street the ("Subject Property"), legally described as Lot 1, Block 1, Majestic Spruce Addition, Hennepin County, Minnesota. 2. The City has reviewed and approved this application. 3. The scope of the project which is the subject of building permit #2009-00803 triggers the application of the City's wetland buffer requirement as established by City Zoning Code Article XI Wetlands Protection will commence its review of the application and incur costs associated with said review only if the Owner establishes an escrow to ensure reimbursement to the City of its costs. NOW THEREFORE, THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Coniemporaneousiy with the execution of this Escrow Agreement, the Owners shall continue to leave a deposit with the City of$1,300. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the escrow account. 2. PURPOSE OF ESCROW. The purpose of the escrow is to guarantee the establishment and development of the required native wetland buffer and to reimburse the City for all out-of-pocket costs the City has incurred (including planning, engineering or legal consultant review) or will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the Owners would be responsible for as part of the establishment of the wetland buffer. The escrow will also guarantee reimbursement to the City for all out-of-pocket costs the City has incurred associated with permit #2009-00803 if compiiance with the wetland buffer establishment is not accomplished. 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners' receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the timeframe outlined in #3 above, shall issue a Stop Work Order until the Owners pay all expenses invoiced pursuant to #3. The City may draw from the escrow account without further approval of the Owners to reimburse the City for eligibie expenses the City has incurred. 5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the Owners when the review has been completed, the native wetland buffer established and written notification is received from the Owners requesting the funds. 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses incurred by the City exceed the amount in escrow, the City shall have the right to certify the unpaid balance to the subject property pursuant to Minn. Stat. §§415.01 and 366.012. CITY O,F ORONQ: �aAINER: � � 1 a � -. � :�� ,1 , f r � � 1, By: k1 1 i;, ); i'V-- I �� -{�tiLi �4�..._; !�:;.,, � . �; � � �ts: �-�;`�II'1 I i�I`� ��-��11 f��% �� i 1� J �J intemal:llse�Cfrn1�� _._u'µ,��.: O Original to Planning Department ! O Copy to Street Fi4e TEMPORARY CERTIFICATE OF OCCUPANCY ESCROW AGREEMENT Orono Building Permit#2009-00803 AGREEMENT made this 29th day of April, 2011, by and between the CITY OF ORONO, a Minnesota municipai corporation (°City") and `1,;Li � �r�v��?�.�x�>�-� ("Owners"). Recita Is 1. Construction of the new residence located at 2400 Fox Street, the ("Subject Property"),legally described as Lot 1, Block 1, Majestic Spruce Addition, in Orono, Hennepin County Minnesota, is the subject of building permit application number#2009- 00803 has been completed. 2. Winter conditions currently prohibit completion of exterior improvements, final grading, and vegetation establishment. An as-built survey cannot be accurately conducted at this time. 3. Owners request the City issue a temporary certificate of occupancy ("TCO") to the Owners so that the Owners may occupy the new residence. 4. The City will issue a TCO only if the Owners establish an escrow to ensure completion of exterior improvements, continuation of erosion control and submittal of an as-built survey to the City. NOW THEREFORE, THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow Agreement, the Owners shall deposit $10,000 with the City. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the escrow account. 2. PURPOSE OF ESCROW. The purpose of the escrow is to assure completion of any exterior improvements, final grading, establishment of vegetation as well as guarantee reimbursement to the City for all out-of-pocket costs the City has incurred (including planning, engineering, in excess of $500, or legal consultant review) or will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the Owners would be responsible for under a building permit application. The escrow will also guarantee reimbursement to the City for all out-of-pocket costs the City has incurred to assure that the work is completed in accordance with the Stormwater Pollution Prevention Plan and the provisions of Orono City Code Chapter 79. The financial security may also be used by the City to eliminate any hazardous conditions associated with the work and to repair any damage to public property or infrastructure that is caused by the work (including planning, engineering, or legal consultant review) associated with building permit #2009-00803 if compliance with the approved building permit is not accomplished. 3. MONTHLY BtLLING. As the City receives consultant bills for incurred costs, the City will in turn send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners' receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the timeframe outlined in #3 above, shall issue a Stop Work Order until the Owners pay all expenses invoiced pursuant to#3. The City may draw from the escrow account without further approval of the Owners to reimburse the City for eligible expenses the City has incurred. 5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the Owners when the review has been completed and written notification is received from the Owners requesting the funds. 155441 Page 1 of 2 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses incurred by the City exceed the amount in escrow, the City shall have the right to certify the unpaid balance to the subject property pursuant to Minn. Stat. §§415.01 and 366.012. 7. ACCESS TO SUBJECT PROPERTY. The Owners hereby grant to the City, its agents, employees, officers and contractors, the right to enter upon the subject property for the specific purpose of inspecting and completing any exterior improvements, final grading, establishment of vegetation and the restoration of the subject property should the Owners not complete the work by the specified dates. CITY: CITY OF ORONO OWNERS: �; �� J � /. �� •...f � B .��i� � . . /' ..__.-_,,.�..... y �� _. �� — �tS. � , .�:,w w�. c-LL�!" l , c=`-�V ��/Tl�c-/' ��" Vi-(Ll E L/k�Dr�..C'c.,1 Internal Use Only: 0 Original to Finance Department � Copy to Street File 155441 Page 2 of 2 . • . . • • 1 • emo To: Finance Department From: Christine Mattson, Planning Assistant CC: Street File � Da . �� te� 3/6/2012 G/L: 101-22205 Re: Building Permit Escrow Refund Building Permit #2009-00803 pertaining to 2400 Fox Street is complete. Builder, John Sonnek with Charles Cudd, has requested a partial refund of the escrow. Please prepare to refund $8,700 of the $10,000 received with the temporary certificate of occupancy. The balance will continue to be held until the wetland buffer is in compliance. The following is attached: • Escrow Refund Request • Copy of temporary certificate of occupancy signed escrow agreement • Copy of cash register receipt showing escrow amount received Prepare check, but DO NOT MAIL: Charles Cudd 15050 23`�Avenue N Plymouth, MN 55447 w:�.street files\fox street\2400\escrow refund memo parfial refund 2009-00803.doc TEMPORARY CERTIFICATE OF OCCUPANCY ESCROW AGREEMENT Orono Building Permit#2009-00803 AGREEMENT made this 29th day of April, 2011 by and between the CITY OF ORONO, a Minnesota municipal corporation ("City") and �1�,L'r � �.��+}�N-`. ("Owners"). Recita ls 1. Construction of the new residence located at 2400 Fox Street, the ("Subject Property"),legally described as Lot 1 , Block 1, Majestic Spruce Addition, in Orono, Hennepin County Minnesota, is the subject of building permit application number #20Q9- 00803 has been completed. 2. Winter conditions currently prohibit completion of exterior improvements, finai grading, and vegetation establishment. An as-built survey cannot be accurately conducted at this time. 3. Owners request the City issue a temporary certificate of occupancy ("TCO") to the Owners so that the Owners may occupy the new residence. 4. The City will issue a TCO only if the Owners establish an escrow to ensure completion of exterior improvements, continuation of erosion control and submittal of an as-built survey to the City. NOW THEREFORE, THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNQS. Contemporaneously with the execution of this Escrow Agreement, the Owners shall deposit $10,000 with the City. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the escrow account. 2. PURPOSE OF ESCROW. The purpose of the escrow is to assure completion of any exterior improvements, final grading, establishment of vegetation as well as guarantee reimbursement to the City for all out-of-pocket costs the City has incurred (including pianning, engineering, in excess of $500, or legal consultant review) or will incur in reviewing the plan. Eligible expenses shail be consistent with expenses the Owners would be responsible for under a building permit application. The escrow will also guarantee reimbursement to the City for all out-of-pocket costs the City has incurred to assure that the work is completed in accordance with the Stormwater Pollution Prevention Plan and the provisions of Orono City Code Chapter 79. The financial security may also be used by the City to eliminate any hazardous conditions associated with the work and to repair any damage to pubfic property or infrastructure that is caused by the work (including planning, engineering, or legal consultant review) associated with building permit #20Q9-00803 if comp(iance with the approved building permit is not accomplished. 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners' receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the timeframe outlined in #3 above, shall issue a Stop Work Order until the Owners pay all expenses invoiced pursuant to#3. The City may draw from the escrow account without further approval of the Owners to reimburse the City for eligible expenses the City has incurred. 5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the Owners when the review has been completed and written notification is received from the Owners requesting the funds. 155441 Page 1 of 2 � � . CITY OF ORONO PERMIT NO.: 2011-00268 27�0 KELLEY PARKWAY � ORONO, Ml�T ��3�6- DATE ISSUED: 04/29/2011 (9�2) 249-4600 FAX: (9�2 249-4616 ADDRESS : 2400 FOX ST ; PIN : 04-117-23-41-0011 LEGAL DESC : MAJESTIC SPRUCE ADDITION : LOT 1 BLOCK 1 PERMIT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT i PROPERTY TYPE : RESIDENTIAL � CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT NOTE: THIS$]0,000 ESCROW IS TIED TO BLDG PERMIT#2009-OOR03 FOR TEMPORARY CERTIFICATE OF�CCUPANCY PAID BI' CHECK#020717 BY' CHARLES CUDD. s APPLICANT ESCROW FEE-BUILDING 10,000.00 CHARLES CUDD LLG TOTAL 10,000.00 15050 23RD AVENUE N PLYMOUTH. MI�' S�447- �) _Minnesota State License#: 20635245 OWNER LINDBLOOM, NLIE 2690 RAINEZ'RD WAYZATA, MIv' S5391- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed accordin�to the approved pfans and specifications,applicable Cit��approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work whicn requires separate permits. All provisions of laws and ordinances governing this type of work shall he compied with whether or not specified herein This permit will expire and become null and void if construction authorized is not commenced within 180 davs of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be � revoked at any time for due cause. �...::. / / / � ,_,App(icant Permitee Si�nature Date Issued By Signature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. wF�� y,r 7•-7 ,.' �J:�j;7i� c :t' ;�_.!f?�; r,., Ct=�.r�e (s�� °:;�`,`,Mk�s�y � ,,, �.�,,:r5 �� u^ ,, �s�•�.i�i �r+ _ 'i_�y-•yiy�1v ` ��.J��fEE.;rI; C'tiurj-^= S' .,J �'" �5 ;,aGw: :�t�� ';��nni rti- �n� �es�lr��; . c� � t1 t`nl '{ci?/` A.� � 1 '--fi...�` �Ct." �}L;'? j°� !`kl��l:.' . I,. ��Dl��l"y�� .� . I � i !'tC:'�7ptA�tl�ee`at+ i. .,t ri.# . � �e14t�tL �"' a.:�i.� � � ;,�t�t-,�� '�„f,4ri,;,rt�'� ��7A'f' �r� }'/;- --�'= ,,,___ tc._:`j-, i,K2,!}� 1� fy�,v,�fi tC'rt:sl i�t�L�: ��j; µ' ?:`,i iol!,; J '�~�?�` =;�cer°��: ---_.____ t�; __,_.. .{}f1 �IC'�J��: (iu�i51)k� ~ � . , j �hecklist for Refunding Building Permit Escrows Building Permit # �� '�� Street Address: �� S��-�-� Appiicant Name: � �� ', l.� � Q�N Vl�(,°� �i ��b�) � Escrow request received Date: ��f�f � Permit Type: , Are all inspections compfetec{? Yes No If not, list what is outstanding: ��/��,� �� __ Was there a Temporary Cer�ificate of Occupancy issued? Yes No Date: Was there a Final Certificate of Occupancy issued? Yes No Date: ❑ As-built survey required? Yes, approved on NO NA ❑ Email CK & Bonestroo to see if there is any unbilled WIP. Date emaif sent: ❑ Pre{�are memo for Finance Department z:lfortns'�zoning standard iorms\check(ist for refunding building permit escrows.doc Last Updated: 10-31-2011 Christine Mattson From: John Sonnek [jsonnek@charlescudd.com] Sent: Tuesday, January 31, 2012 8:41 AM To: Christine Mattson Subject: 2400 Fox St Chris can you please release the $10000 escrow to Charles Cudd De Novo for 2400 Fox Street. Thanks John Sonnek VP Construction/ Partner ph: 612.282-4893 15050 23rd Ave. N. Plymouth, MN 55447 i :;_ , -,P,,.; ::'.-".`,.�, f.��1., t1Ct't),� ii., . {lr'?yiC� jri�i �rr�rui�t�,'� • �,, ,,,a.::iE - �, �v-�� r .�`�F:tty� �y+ .."(,'.i}^..`f:7:�.. f /1r1.t J r IJ4�4�.�j q � Yi'>' ii �'rnr��(,±r !'l:�t u" �-'�} i:a3.l�T G1rj ;..{71Y1.i 114 �.�I;C �_� �,v •'•�� f��116•j�. � �! �ti}:i �'.r ^s �0 � �t'%^` a�1^ r�'1�S:"��dl� �� t��' . J��1 i 4 '�v' � ::�"f'�]t F{��':r'l� p .� . . ��(-t ! Li6•. �`.. 7 �� t��`�t.�:., . . .#.,�,1 4 ` , � ,M1 . _ r�'.;�,,, I �t.�t+t..isr� �. E.its�:?:, r rt�t� ��1�._.,�� ` - _ f:�°��,-. ''-�t .. r4"x:i'.f� a i'i:4;:.�}fi ��L ei� ��-.-��1:%,�1 - , '�r.11.'.. ,^^,('� ' �,,:,Yr � 'r+ (}.lr} L �-• 2-tf'i!?t�"G: .. -�i; .... '�'IPD [�'W!r�y1:i k li;.,4 c�.,� " `_._:• .�' .._.._. ..._ . � � CITY OF ORONO PERMIT NO.: 2011-00268 27�0 KELLEY PARKWAY . ORONO, MN ��3�6- DATE ISSUED: 04/29/2011 952) 249-4600 FAX: 9>2 249-4616 ' ADDRESS : 2400 FOX ST PIN : 04-117-23-41-0011 LEGAL DESC : MAJESTIC SPRUCE ADDITION : LOT 1 BLOCK 1 PERMIT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT NOTE: THIS �10,000 ESCROW IS TIED TO I3LDG PERMIT#2009-00803 FOR TEMPORARY CER'I11;ICATE OF OCCUPANCY PAID BY CI-IECK#020717 BY CFIARLES CUDD. APPLICANT ESCROW FEE - BUILDWG 10,000.00 CHARLES CUDD LLC TOTAL 10,000.00 15050 23RD AVENUE N PLYMOUTH, MN 55447- �) Minnesota State License#: 20635245 OWNER LINDBLOOM,JULIE ?690 RAINEY RD WAYZATA, MN 55391- AGREEMENT AND SWORN STATEMENT The��orl:for which this permit is issucd shall be perfbrmed according to the approved plans and specifications,applicable City approvals,and the State I3uilding Code. This permit is for only the work described and does not grant permission for additional or rclated work which requires separate � permits. All provisions of laws and ordinances governing this type of work sl�all be compied with whe[her 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 I 80 days at any time after work has commenced. The applicant is responsiblc for assuring all rcquired inspections are requested in conformance with the State[3uilding Code.This permit ma� be revoked at any time for due cause. / / / / �,.,Qpplicant Permitee Signature Date Issued By Si�nature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. BUFFER IMPROVEMENT ESCROW AGREEMENT AGREEMENT made this ' S� day of December, 2009, by and between the CITY OF ORONO, a Minnesota municipal corporation("City") and Chad M. and Julie A. Lindbloom ("Owners"). Recitals A. The Owners are having a new house constructed at 2400 Fox Street in Orono (Lot 1 Block 1 Majestic Spruce Addition, Hennepin County, Minnesota). B. The construction of the house triggers the requirement that the buffer for the wetland in the northwest corner of the property be improved. The plan for this improvement was approved as part of the approval of the Majestic Spruce Addition. Owners may change this plan, subject to approval by the City's wetland consultant. C. City is requiring a security agreement to guarantee the required improvement of the buffer is successful. D. Owners agree to complete the buffer improvement in a timely fashion. Owners agree to provide financial security for this work by entering into this Escrow Agreement. E. The City has determined that this Escrow Agreement constitutes adequate assurances from Owners, sufficient to protect the City from potential damages and noncompliance with the Cit��Code. NOW,THEREFORE,THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the issuance of this the building permit, the Depositor shall deposit $500.00 with the City. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the escrow account. 2. PURPOSE OF ESCROW. The purpose of the escrow is to guarantee that the improvement of the buffer required as part of permit number 2009-00803 is completed properly and that any vegetation that does not establish successfully is replaced. A planting is deemed successful if there is at least one native plant from the seed mix per square foot in the seeded area. Areas where the planting is not successful shall be reseeded by the end of the growing season. The funds shall be spent by the City if Owners for any reason are unable or unwilling to honor the requirements of the City Code. Construction costs may also include engineering estimates and plans as well as labor and materials for any repairs or matters completed. 3. REQUIRED IMPROVEMENTS. The rec�uired improvement described on the Wetland Buffer Establishment and Management Plan dated September 24, 2008, drawn by Mike Brandvold of Anderson Engineering of Minnesota, as they pertain to Lot 1 Block 1 Maj estic Spruce. 4. DISBURSEMENT FROM ESCROW ACCOUNT. If the City suspects or knows of any matter cited above that is not completed correctly and in a timely fashion, it shall first make demand of the Owners to make any necessary repairs or to take other prudent remedial measures within a 5 day time period. If the Owners are unwilling or unable to honor its agreement as determined by the City, the City may draw from the Escrow Account, as necessary. The remedies afforded to the City under this agreement shall be in addition to any other remedies which the City may be entitled by law or equity or other agreement. 5. CLOSING ESCROW. The escrow, less any eligible expenses, shall be returned to the Owners two growing seasons after planting if the planting is successfuL If substantial portions of the plantings are not successful after one planting season the City may hold the escrow for an additional planting season. If substantial portions of the plantings are not successful after two planting seasons the City may hold the escrow for two additional planting seasons. 6. ACCESS TO PROPERTY. The owners of have granted to the City, its agents and its employees, the right to enter on the Property for the specific purpose of inspecting or completing the improvement of the buffer should the Owners not complete the work by the specified dates. CITY: CITY OF ORONO RS: F �� . By: � Its: �:.a c+.w�.... .c`_�es�— 4 Internal Use Only: 0 Original to Finance Department 0 Copy to Street File 2 Checkfist for Refunding Building Permit Escrows Building Permit # L� • �� Street Address: 2�� y(,��,�� . Appficant Name: � j►�(j (�� L�L L�J ❑ Escrow request received Date: Permit Type: Are all inspections completed? Yes No If not, fist what is outstanding: Was there a Temporary Certificate of Occupancy issued Yes No Date: 'Z � � � Was there a Final Certificate of Occupancy issued? Yes No Date: � — l �� As-built survey required? Yes, approved on J � ` � � NO NA ❑ Email CK & �n�C see if there is an unbilfed WIP. Date email sent: Y ❑ Prepare memo for Finance Department � Y� r � �� u�� z:\iorms\zonine standard forms�checklist for reiunding building permit escrows.doc Last Updated: 1C-31-2011