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Home My WebLink About2016-00727 - addn/remodel/repair ` CITY OF ORONO * 2016 — fd0727 * � 2750 KELLEY PARKWAY DATE ISSUED: 07/1U2016 ORONO, MN 55356- � (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 2500 SHADYWOOD RD PIN : 20-117-23-11-0034 LEGAL DESC : REG. LAND SURVEY NO. 1630 : LOT 000 BLOCK 000 PERMIT TYPE : ADDITION/REMODEL/REPAIR PROPERTY TYPE : COMMERCIAL-BUSINESS CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR ACTIVITY : 437-NONRESIDENTIAL&NONHOUSEKEEPIN VALUATION : $ 400,000.00 NOTE: SEPARATE PERMITS REQUIRED: PLUMBING,MECHANICAL AND ELECTRICAL(STATE) ADDING ENTRANCE DOORS,WINDOWS TO BUILDING EXTERIOR. NOTE: SEWER ACCESS CHARGE DETERMINATION REQUIRED WITH FIRST BUILDOUT AND OCCUPANCY FROM MET COUNCIL. [NITIAL: ,� APPLICANT PERMIT FEE SCHEDULE 2,999.92 STATE SURCHARGE(VALUATION) 200.00 Ugorets 8098 LLC TOTAL 3,199.92 410 11TH AVE S Payment(s) HOPKINS,MN 55343- CHECK 1469 3,199.92 (952)769-7249 OWNER Ugorets 8098 LLC 410 11TH AVE S HOPKINS,MN 55343- AGREEMENT A1vD SWORN STATEME1vT The work for which[his permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be �. )� � revoked at any time for due cause. - �� ,_ . � � A � .,. ` , r � � �� jr� �-��' � !�L.` �';� �` _. 1i l l / l 1\,h App icant Permitee Signature Da e Issued By Signature Date � City of Orono � � ��'�� . , � Building Permit Application for Maintenance / Replacement / emodel , (�.e. windows, doors, siding, re-roof, etc. — NO STRUCTURAL EXPANSION) �O�O Mailing Address: Permit number: o��/ =(�U PO Box 66 Crystal Bay, MN 55323-006 Date received: o�— � Street Address: I Received by: y � 2750 Kelley Parkway , �� 1�� Plan review fee: � 9 . g `�t� ��,� Orono, MN 55356 aU��P—�U7 a� KESH� 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: �S�O �ho.�. ��a. R�., Will this be a Parade of Homes, Remodelers Sho case 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 s rvice will be required un/ess applicant demonstrates su�cient on-site parking is availab/e. Non permitted events wil/not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: Ue�o�e.�s 8�9$ L.L,� . State License# Expiration Date: Lead Certification Number: Expiration Date: (for work on homes that were constructed prior to 1978 Phone: (cell) (office) Mailing Address: City: ZIP: Contact Person: Applicant is: Contractor / Homeowner (Circle One) Email and/or Fax: PROPERTY OWNER INFORMATION: Name: l�aor�-Fs 5098 �.�-.C_ Phone (day): ��a -3�3 -33a� Address: � lo I 1?`' fat�e. So. City: �..��k�n S Z�P: SS3y 3 Email and/or Fax: �\e.X� m'�a\��,g lo.ss . co r-� � PROJECT INFORMATION: Overall pro'ect description: �dd� �.rr�'�o�n« c�-acx.s i �-�a ;� Type of Project: Any earth movement may also requ e �Door(s) �Remodel ❑ Fire Damage MCWD review�permits: Minnehaha Creek Watershed District MCWD ❑ Re-roof,asphalt ❑ Repair ❑ Storm Damage 15320 Minnetonka Blvd ( > ❑ Re-roof,cedar ❑ Restoration ❑Water Damage _ Minnetonka, MN 55345 ❑ Re-roof, other(specify) ,�Siding ❑ Other: (specify) Phone: 952-471-0590 Fax: 952-471-0682 �Window(s) www.minnehahacreek.orq Estimated Construction Valuation of Project(excluding land) $ C APPLICANT ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; 3 • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are Isolely 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; 1 • 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 ou refuse to su I the information,the a lication ma not be issued. ApplicanYs Signature: � Date: Owner's Signature: `�' � ��r' Date: � � �' Last Updated:January 2015 � PLAN REVIEW CHECKLIST FOR N W STRUCTURES / ADDITIONS Address: � �(� � Permit No.:��`��7�r Description of work: Date Rec'd: Septic review by: Date Approved: Zoning review by: �4�v' � / Date Approved: Building review by: Date Approved: l� l Grading review by: /X� Date Approved: Zoning District: Zoning File#: Reso#: Reso Date: Zoning: Lot Area: SF/(C Width: Lot C verage: SF % Survey Submitted: � Yes � 0 No Date of Survey: Revised date ? : Landscape plan submitted? 0 Ye 0 No Landscaper: Proposed Setbacks: Front (Lake) Rear(Street) N S E W ) ( N S E W ) Other Buildings Wetland Side Side Defined Height: Peak Heigh : FE: FFE minus 6 feet = (Existing Contour; Perimeter(linear feet) = 50%= L.F. below grade Basement? 0 Yes � No, St ries FOR A BUILDING WITH A BASEMENT OR CRAWL SPAC : FOR A BUILDING ON A SLAB FOUNDATION: The distance between the lo est proposed Slab at or above grade— START WITH floor(of the basement or c I space)and measure from hiahest existin.g the highest point of the roo. START WITH rg ade to the highest point of the roof even if fill was brought in to elevate home. If you have a... � SUBTRACTION • GABLE OR HIPP D R OF(no Slab below grade—measure (BASED ON windows): Subtr ct hal the distance from highest existing grade to the ROOF TYPE) between the hi est poi t of the roof hi hest oint of the roof. to the low poin of the co esponding If you have a... gable or hipp roof SUBTRACTION ' GABLE OR HIPPED ROOF GABLE OR IPPED RO F(with (BASED ON (�o windows): Subtract half • windows): ubtract haff th distance ROOF TYPE) the distance between the highest point of the roof to between th top of the hig st the low point of the window a the highest poi t of the corresponding gable or roof hipped roof • ALL OT ER ROOF TYPES at, • GABLE OR HIPPED ROOF mansar ,etc):No subtraction (with windows): Subtract SUBTRACTION Subtract the istance between the half the distance between (BASED ON basemenUcr wl space floor and the the top of the highest EXISTING highest exis ing grade adjacent to the window and the highest GRADES) foundation R 10 feet(whichever is I s). point of the roof • ALL OTHER ROOF TYPES (flat,mansard,etc):No E�UALS Defined b Iding height subtraction. Defined building height EQUALS � � Updated: May 2016 z:\forms\plan review checklist 5-2016.docx . , L ' Shoreland District MCWD Permit Average Lakeshore Setback g�uff � Met? � Yes , 0 � Yes � No Permit Number: � Yes 0 No 0 N/A No 0 N/A—see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required circle one % and sf % and sf � Yes 0 No � Yes � No 1 2 3 4 5 Type(s): Type(s): Fees to be Char ed YES NO Permit � Plan Review �/" State Surcharge � Investigation Fee c/` SAC—Number of SAC Units `-'' Other(specify) �f Square Footage $ per Square Foota e Basement X = $ 1 St Floor X = $ 2nd Floo� X = $ Garage X = $ Estimated Construction Value: 0 Orono Inspections Required Work Requiring Separate Permits Footing 0 Site �Plumbing � Grading/Filling � Poured Wall 0 Silt Fence/Erosion Control Mechanical 0 Fire � Foundation Survey � Hardcover Removal � Fireplace � Water Connection 0 Framing � Other(specify) � Masonry � Sewer Connection ❑ Waterproofing/Drain tile 0 Mfg. 0 Lawn Irrigation � Foundation Waterproofing 0 Other(specify) 0 Landscaping Framing Insulation � As-Built Survey Final 0 Lathe Required State Permits 0 Other(specify) � Well Electrical REMARKS (in-house): OFFICIAL REMARKS-TO BE NOTED ON PERMIT AND INITIALLED: 0 See Builder Acknowledgement Form � Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. !/' !^ `>" !� �(Q'�/ �" ta l Y T 7� i^ i fi� � m C G vl � C`�m Wl Updated: May 2016 �/J� �, � ,�/ z:\forms\plan review checklist 5-2016.docx /"� �(�t� G' � ' � , DATA PRIVACY ADVISORY In accordance with Minnesota State Statute 13.04 Rights of Subjects of Data, Subd. 2, "Tennessen warning", we ' would like to inform you that your request for� permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: 1. The information you furnish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data, but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve, some information may become public. 5. You have certain rights under Minnesota State Statute 13.04(see following page)to review private data on yourself. 6. Your full name is required to process this application or permit. � �Q.�C U c Oc�� First Middle Last `� �D /� fi`- �-„`, .S� Address � v�;ns /yl i✓ .�'.S-3`f3 �l� 363 -3'.� ! City State Zip Phone I und�ta my rights a s d abov�. I �. Signature � Packet Last Updated.� August 2015 Page 7 � s , � a , � , � MINNEHAHA CREEK '� WATERSHED DISTRICT � F{� 4 QUALITY OF WATER QUALITY OF LIFE � Pursuant to Minnesota Statutes Chapte� 103D, and on the basis of statements and information � contained in the permit application, corr�spondence, plans, maps, and all other supporting data � submitted by the applicant, and made a part hereof by reference, PERMISSION IS HEREBY : GRANTED to the applicant named below�for use and development of land in the Minnehaha r Creek Watershed District. ; ; ;: f; i�' Issued to: Uaorets 8098. LLC. Permit No: 16-261 �� Location: 2500 Shadywood Rd, Oror�o ; 4 Purpose: Erosion Control. Linear& Landscapina ' � Date of Issuance: 6/14/2016 Date of Ex iration: 6/14/2017 �` By Order of the Board of Managers �� a fL�� 2�-� (; Heidi Quinn �- ,''; Permitting Technician "' j; This permit is not transferable without aistrict approval, and is valid to the date of expiration. No `' activity is authorized beyond the expiration date. If the permittee requires more time to complete � the project, an application for renewal o�the permit must be received by the District at least 30 ±: �� days before expiration. � � The applicant is responsible for complia ce with all District Rules and for the action of their i' representatives, contractors, and emplo ees. � Conditions: Project to be completed a described in plans submitted to the MCWD office on May 18, 2016 according to the provisions of this permit. ;; • Properly install and maintain all required erosion control measures until the �; disturbed areas are re-stabilized ' � • Notify MCWD in writiMg upon completing installation of perimeter and �: sedimentation controls E;. • When the site is re-sqabilized and the MCWD staff has performed a final ,: inspection, all perime�er control must be removed i (Statement concerning fees for�,inspections, violations, etc... on following page) � �; , i;, We collaborare with public and privare partners to otect and improve Jand and water for current and future generations. " 15320 Minnetonka Boulevard,Minnetonka,MN 55 45 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org � p�t`�/d,,/�1 Z��iA al\ A Yd�.�A\l8��1�C�L Plan Review# ' �UU�LDII�� :o�: . AA a/�� \/aitt�ttiorr: . �� '��V�• � ... ' .i�.. . . . ' } .3 ' . . . �' � . . . � . ... . . . � , '� JU�SDlCT10N.` ��"� !'1 . , ' . � .. � � � � �, . . . . �� B1J I.00�N� �' � _ � `.�.. �, : �, � -� . . .� , : b'c � + •! 6' �.' �'`a.;c Y. �Y�^ead� �,�''�°5�r y �` �i. ! 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' Code No. DESCRIPTiON Section -2- w • • C(�RRECTlON LIST(c�ont'd.) �• DESCRIPTtON �e Section � � . N07ES: N.R.—Not required , " ' N.A.—Not applicable , ADAItIPi�S�'l�I�Tlt�N (Chapt�r 3) Complete construction documents Signedlsealed construction documents (107.i, f 07.2) (107.1, State laws vary) �UfLDIN(� PL�4Pt�tING (Chapters 3, 4, 5, S) OCCUPANCY CLASSiFiCATION(302-312,508, 509) �� Single Occupancy (302.1) Incidental uses (509, Table 509) _� QVlixed Occupancy (508.1) Accessory occupancies (508.2) GENERAL BUILDING LIMITATIONS(Chapters 5&5) Address identification (501.2) Apply Case 1 to determine the allowable height and area and permitted types of construction for.a building containing a single occupancy or nonseparated mixed occupancies. Apply Case 2 to determine the allowable height and area and permitted types of construction for a building containing separated mixed occupancies. AREA MOD(FICATIONS TO TABLE 503 Allowable tabular area, A�(Table 503) 1 , Frontage �� 15'�" ��)� )� (506.2) ✓ , / Area Increase Factor due to frontage, North East South West If(506.2) + 7 S Total Frontage (� _ __ :t. Perimeter (P) ft. Area Increase Factor due to automatic Z Width of open space (W)=_ sprinklers, 1,(506.3) + � . Area Increase Factor due to frontage, l,_ Conversion factor =�� (506.2) !f = [P-0.25]� CASE 1 —SINGLE OCCUPANCY OR NONSEPARATED MIXED OCCUPAfVCIES(508.3) Using Tabte 503, identify the allowable height and area of the single occupancy or the most restrictive of the nonsepa- rated mixed occupancies. Construction lypes that provide an allowable tabular area equal to or greater than the adyusted building area and allowable heights (as modified by Section 504) equal to or greater than the actual building height are permitted. DETERMINE CO,y,STRU TION TYPE CHECK ALLOWABLE AREA(506.4) Actual buifding area � ft2 Allowable area per flool��l Adjusted building area ft 2 x l/ �, = ft2 actual bullding area+converslon factor conversion factor tabular area(Teble 503) Actual building height feet stories Total floor area(all stories) ft Allowable building height feet stories Allowable floor area(all stories) Permitted types of construction x = � Allowable area per floor number of stories Type of construction assumed (AJ (ma�dmum 3) for review (602.1) Compliance verified -4- . 7 . � CASE 2-�EPARATED MIXED OCCUPANCIES(508.4) Using Table 503, identiiy the allawable height and area of each of the separated occupancies within the building. Con- struction types that provide, for each story of the building, tabular areas (as modified by Section 506) which result in a sum of the ratios of 1.00 or less and allowable heights (as modified by Section 504) equal to or greater than the actual height of the occupancy are permitted. Ac�al Adjusted Actual Allowabls Story Group floor area floor area* height height ft= � � ft stories ft stories � ft2 �ft�.__„�� ft stories ft stories ft� ft2 ��t=��stories ft stories _��__....._..�.�_._ ft- stories ft -- � --� stories --- ft f ft ft stories ft stories - - ft� ft� ft stories ft stories ft� ft stories ft stories Area ratio(single floor)= E Adjusted floor area• _ + �. + - i � Allow.tab. area, A�(Table 503j - - s�•� •AdJusted 11oor area=actual floor area+oorneraton inclor CHECK ALLOWABLE AREA(506.5) Three stories or less buildings ,�� Permitted types of construcdon Four or more story buildings �/ � �f Type of oonstruction assumed �_ � (Total area ratio 5 3) (^ �_ for review (602.1) ,� / Compliance verified i.----� MEZZANINES (505) Area limitation (505.2.1) Openness (505.2.3) Egress(505.2.2) � �_Equipment platforms (505.3) UNLIMITED AREA BUILDINGS (507�_- ""� ' .- Nonsprir�ldered, one story (507.2) �,-_�"Group H occupancies (507.8) Sprinklered, one story (507.3) �- Aircraft paint hangar(507.9) Two story(507.4) , .� -�'.- _ Group E buildir�gs (507.i0) Reduced open space (507.5) - � MotiorLpacture theaters (507,i 1) Group A�buildings (507 6, 507.� Covered and open mall buildings/anchor stores (507.12) SPECiAL PROVISIONS (510) Special condition applicable (510.1) Compliance verified SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY (Chapter 4) COVERED MALL AND OPEN MALL BUILDINGS (402) Open space (402.1.1, 402.12�;�,� Plastic signs (402.6 4) Lease plan (402.3) S�andpipe�system (402.7.1) Area/type of constn�ction (402.4.i) � �Smoke control (402.7.2) Fire separations (402.4.2-402.42.3) '�—' —Standby power and emergency voice/alarm Open mall construction (402.4.3) "\, (402.7.3, 402.7.4) Automatic sprinkler system (402.5) ��F.�re department access (402.7.5) Interior finish (402.61) Mall lid�i (402.$1) Kiosk requirements (402.6.2) Occupar�t lo�d (402.8.2-402.8.2.4) Playground structures (402.6.3);' Egress (402.8.3-402.8J) �" Security grilles and doors (402.8.8J -5- T � H{GH-RISE BUILDINGS (403) Standby povy�r (404J) � / Construction (403.2) Interior nish (404.8) ' �� '�. Automatic sprinkler system (403.3) Travei disfance (404.9) Smoke detection (403;�4.i) OTHER SPECIAL USE AND OCCUPANCY 1 , Fire alarm system (�03.4.2) �Underground structures (405) \ ; �tandpipes (403. .3) Motor-vehicle-relate�occu�ancies (406„510) E rgency voi alarm systems (403.4.4) � Group I-2�(407) Em r enc r nder radio covera e / e Y � 9 Group I-� (408)� (4 .5) �__iOMe Fire com nd center(403.4.6) Motion picture�rojection rooms (409) Smoke r m val (403.4.7) Stages,platfo'ms and technical produc- tion areas (4�0) Standb�i powe (403.4.8) Special am�sement buildings (4i1) Emerg ncy pow (403.4.9) , � Aircraft-re�ated occupancies (412) Sta�remoteness ( .5.1) ' Combus�le storage (413) A�'ditional stairway ( .5.2) . ; , Hazarc�bu$materials (307.i, 414) $tairway doors (403.5.3) Grou�s H-i, H-2, H-3, H-4 and H-5 (415). 6mokeproof exit (403.5.4) - `, Apq�cation of flammable finishes (416) ��.,T Luminous egress path (403.5. ) � Dnying rooms (417) _ _ Elevators (403.6) � Qrganic coatings (418) ATRIUMS (404j ' Live/work units (419) _�,. Use (404.2) � Groups I-1, R-1,A-2, R-3 (420) Automatic prinkler system (404.3) Hydrogen cutoff rooms (421) Fire rm system (404.4) \, Ambulatory healtfi care facilities (422) S ke co rol (404.5) Storm shelters (423) nclosure (4 .6) � , Children's play stru�t�res (424) FIRE PROTECTBON 4CMapte�� 6, 7, �, 9) FIRE-RESISTANCE-RATED CONSTRUCTION (Tables 601 �602 and Chapter 7) Note: Entry in ❑ indicates required rating in hours. NC FIRE-RESISTANCE RATINGS AND FIRE TESTS (703) indicates noncombustible construction required. � _.�.-.- � �iatings/Combustibility �(_ �, Cons#ruction classification (602) ,/ (703.2, 703.4, 703.5) COMBUSTIBILITY(602.2, 602.3,602.4,602.5, 603) � Alternative methods (703.3, 719, 721, 722) Exterior walls % Rated glazing (703.6) Interior elements � � Marking and identification (703.7) Roof -6- / r � BUILCJING ELEMENTS (Table 601) �' ' � ' , j ❑ � Atri�ms (707.3.8 ❑ � Structural frame (704) �. -, ❑ Incid�ntal us (707.3.7) ❑ �_ Interior bearing walls ❑ Control as (707.3.8) ❑ � � Interior nonbearing walls � I M' occ�upancy and fire ar�separe- ❑ ._� Floor construction (71 i) tio�(707. .9, 707.3.1 q 901.7) ❑ � Roof construction (711) ❑ C,�nstruction 07.2, 707.5-707.10) EXTERIOR WALLS (507, Tab/e 602, 705) VERTICAL OPENINGS (712) No�th East South West Compliance (712.1.1 - 712.1.18) separation �� SHAFTS (713) distance , r� Q � Construction (713.2= 7i3.i2, 713.14) Bearing ❑ �� __�____ _ .._-L.J _ — ❑ Refuse and laundry chutes (713.13) Nonbearir�g–� ❑ ❑ ❑ �� ) - Elevator lobby��.��-�b � � 1 �_ / ��Projedions (7052) OTHER FIRE-RESISTANT CONSTRUCTION Materials/stability 05.4, 705.6) � �. Fire walis (706) ❑ Opening prote 'on (705.8.i - 705.8.4) � fire partitions (708 � Vertical fire �' ❑ ,` �sp ad�rotection (705.8.�5; 7 6 S�noke barriers 09) ❑ ParaRets�(705.11) Sm�ke parti ons (710) FIRE BARRIERS 07 Pene'tra ' � C � ) \ t��ons (714) ❑ V �_ Shaft enclosures (l07.3.1) Fire-r�istant joiM systems (715) ❑ � j/ � l`�--- Interior exit stairvvay/ramp (707.3.2) Oyenin protectives (718) ❑ ' C � Exit access stairway/ramp (707.3.5) ,Dampers 17) ❑ I Exit passageway (707.3.4) !� Concealed paces (7i8) ❑ -" Horizontal exits (707.3.5) i' Thermal-an sound-insulating materials ��` (720, 807) � INTEReOR FlNISh�ES (Ch�pter 8) Smoke development Floor finish (804) (803.1.1, 803.1.2, 803.9, Tab/e 803.9) Combustible materials (805) Flame spread (803•i•1, 803.i.2, 803.9, TabJe 803.9) Deoorations and trim (808) Textile%xpanded vinyl coverings Acoustical ceiling systems (808) (803.�.3, 803.1.4, 803.5-803.8) -7- � � �� P$��TECT�{?� {CI'lapter �) ' AUTOMATIC SPRINKLER SYSTEMS (903) Hose threads (903.3.6) (VVhere required) • Sprinkler monitoring and alarms (903.4) _�_ Assembly(A-1,A-2, A-3, A-4,A-5) � � (903,2,i) 'Also see Fire Code Sprinkler Plan Review Record Ambulatory health care facilities(B) ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING �gp3,2.2� SYST�MS (904) , Educational (E) (903.2.3) ''� lnstallation (904.3) � Factory/Industrial (F-1) (903.2.4) Wet-chemical systems (904.5) High-hazard (H-1, H-2, H-3, H-4�, H-5) Dry-chemical systems (904.6) (903.2.5) Foam systems (904.7) Institutional (I-1, I-2, I-3, I-4) (903.2.6) Carbon dioxide systems (904.8) Mercantile (M) (903.2.7) Halon systems (904.9) Residential (R) (903.2.8) Clean-agent systems (904.10) Storage/Repair garage (S-1) (903.2.9) Commercial cooking systems Parking garages (903.2.10) (903.21 f.5, 904.2.1, 904.i 1) ____ Windowless story (903.2.11.1) STANQPIPE SYSTEMS (905) Rubbish and linen chutes (903.2.11.2) � Installation standard (905.2) � B�ildings over 55 ft. high (903.2.11.3) 1'i Building height (905.3.1) Incidental uses (Table 509) Group A (905.3.2) Additional required systems Covered and open malls (905.3.3) (Table 903.2.11.6) Stages (905.3.4) International Fire Code (IFC 903.2.11.6) Underground buildings (905.3.5) AUTOMATIC SPRINKLER SYSTEMS" (903) (Design} Helistops/heliports (905.3.6j _� Shop drawings (107.2.2) Marinas/boatyards (905.3.7) � NFPA 13 system (903.3.1.1) Rooftop gardens/landscsped roofs (905.3.8) � NFPA 13R system (903.3.1.2) Hose connections anc!locations � NFPA 13D system (903.3.1.3) i' (905.1, 905.4, 905.5, 905.6) i Quick-response and residential heads Cabinets (905.7) (903.3.2) Dry standpipes (905.8) Actuation (903.3.4) Valve supervision (905.9) Water supplies (903.3.5) -8- ; , PORTABLE FIRE EXTINGUISHERS 906 � , � ) Initiating devices (907.4) � Required locations (906.1, 906.5, 906.6) Occupant notification (907.5) � . � �� J � �- Installation standard (906.2) Installation (907.6, 907.7) Size and distribution (906.3) EMERGENCY ALARM SYSTEMS (808) /�/l �� Cabinets (906.8) � f� Ci � Detection system applicable (908.1 - 908.6) Installation (906.9) � Carbon monoxide alarms (9U8.7) FIRE ALARM AND DETECTION SYSTEMS (907) (Where'r�equired) SMOKE CONTROL SYSTEMS (90g) Construction documents/shop drawings Where required (402.7.2, 404.5, 405.5, (907.1.i, 907.1.2) 408.9, 410.9.7.2, 1022.i0, i028.6.2.1) Assembly (A-1, A-2,A-3, A-4,A-5) Design requirements (909.i -909.4) (9i07.2.1) I � Smoke barriers (909.5) ; , Business (B) (907.2,2) �_ Pressurization method (909.6) Educational (E) (907.23) I �_ Airflow design method (909.7) Factory(F-1, F-2) (90T.2.4) ' Exhaust method (909.8) High-hazard (H-5/organic coatings/highly toxic gases/organic peroxides/ Design fire (909.9) � oxidizers) (907.2.5) Institutional (I-1, i-2, i-3, i-4� �so�2.$) Equipment/Power(909.io, sos.i�) Detection and corrtrol (909.12-909.18j Mefcantile (M) (907.2.7) Smokeproof enclosures (909.20) Residential (R-1, R-2, R-4) (so�2.a, so�2.s, so�2.�o� Elevator hoistway pressurization (909.2�� Single/multiple station smoke alarms SMOKE AND HEAT VENTS (910) (907.2.11) Requirements (810.i -910.3) High-rise buildings (907.2.i3) Mechanical altemative (9i0.4) Atriums (907.2.14) FIRE COMMAND CENTER (911) Other buildings/areas / (907.2.12, 907.2.15-907.2.23) ; �. Requirernents (911.1.1 -91 i.1,5) FIRE ALA M AND DETECTION SYSTEMS (907) FIRE DEPARTMENT CONNECTIONS (912) (Design), _�� Installation (972.1 -912.5) Residential smoke alarm interoonnection (907.2.11.3) FIRE PWMPS (913) Residential smoke alarm power source '� Requirements (913.1 -9f3.5) � (507.2.1 i.4) EMERGENCY RESPONDER SAFETY FEATURES/ Fire safety functions (907.3) RADIO COVERAGE (914, 915) 1 Requiremerits (914.1, 914.2, 915.1) -9- OCCUPANT NEEDS `Ct�apters 10, 1�, 12j . " , ' MF�1PtS OF EGRESS(Chapter 10} � OCCUPANT LOAD (1004.1.2 and TaWe 1004.1.2, 1004.4) CAPACITY OF EGRESS COMPONENTS Other (i005.3.1, 1005.3.2) Location Floor + Sq.ft./ _ Occt. occt. Total Area person load Egress width(inch/occupant) loads Stairvvays Other egress component Location Stairways Other egress components NUMBER OF EXITS (i021.i, 1021.2) Location Required Shown -10- � , ' � M�AN� OF EGRESS (continued) � GENERAL MEANS OF EGRESS Design requiremerrts (1003.2- 1003.7) \` Door tandingsrThresholds/Arrangement Encroachment (1005.7) � (��•'�•5- 1008.1.8) Means of egress illumination (1006) Door hardware (f008,i.9, f008.1.10) �� Exit signs (1011) � Stairways (1009) Accessible means of egress (1007) I Roof access (f 008.16) i Door size/swing/opening force --T—Ramps (1010) � (100'8.1 - i008.1.3) � Handrails (1012) Special doors/GateslTurnstiles Guards(10i3J (10018.1.4, 1008.2, 1008.3) Luminous egress path markings (1024) �r��."u / EXIT ACCESS � ��Door number and arrangement _��Aisles (1017) �� (1014.2, 1015.i, i0 i5.2) ��Corridors (1018) ' Common path of egress travel (1014.3) Air movement in corridors (1018.5) � Exit access travel distance (1016) ; _,��—Egress balconies (1019) EXITS/ EXIT DISCHARGE � Exits/Exit doors (i020, 1021) i HorizoMai exits (1025) Interior exit stairways/rarr�ps (1p22) Exterior exit rampsJstairvvays (1026) � Exit passageways (1023) Exit discharge (102� OTHER MEANS OF EGRESS _�Misce(laneous e ress re uirsments \ (10i5.3- 1015.6) Q Assembly aisles&features � (1028.6- 1028.14) B�eachers (1028.i.1) ��Emergency escape and rescue (1029) _�4sse�ably exits 8� egress (1028.2- 1028.5) /� / � ACCESSIBILITY* (Chapter 11) r Scoping requiremerrts (1103) �_Dwelling units and sleeping units (1107) Accessible route (1 iO4) ��gp�i��cupancies (1108) Accessible entrances (1105) Features and faciliUes (1109) Parking and passenger loading (1106) Signage (1110) � "AI o see Accessibility Plan Review Record ��t � s�y� tt; � ��l� -11- I�i��&1GR ��iVIF�C2NN{E�!'T �Chapter 1�� , ��j��Ventilation (1203)" _�_Sound transmission (1207) ---��—Temperature control (1204) �.Interior space dimensions (1208) � � Lighting (1205) �� Access to unoccupied spaces (1209) �- Yards or courts (1206) __f�Toilet and bathroom requirements (1210, 2509) *Also see Mechanical Code Plan Review Record BUILDING ENVELOPE (Chapters 13*, 14, 15) *See Energy Conservation Code Plan Review Record EXTERIOR WALLS (Chapter 14) r � I Performance requirements (i403) �_Combustible material restrictions (1406) ' Materials (1404) � EIFS (f408) � Exterior wall coverings/MCM's HPL (1409) ; (i405, 1407) ROOF ASSEMBLIES AND ROOFT°OP STRUCTURES (Chapter 15) t Weather protection (1503) � Roof coverings (1507) Flashing (i503.2, 1507.2.9, 1507.3.9, Roof insulation (1508) i507.5.7, 1507.7.7, 1507.8.8, 1507.9.9) Rooftop structures (1509) � Performance requirements (1504) Reroofing (15i0) Fire cl�ssification (1505) Solar photovoltaic panels/modules (1511) Materials (1506) STRUCTURAL SYSTEMS (Chapters 16, 17, 18) STRUCTURA�DESIGN (Chapter 16) ��-,-��_ STRUCTURAL DESIGN CALCULATIONS �� ' Roof live loads (1603.1.2, i607.12) ti��Submitted for all structural members Roof snow loads (i603.1.3, i608;Chapter 7 of ASCE 7) ��os, io��, �0�2.�, iso4, �sos) Ground snow toad, DESIGN LOADS ON CONSTRUCTION DOCUMENTS pg(i608.2; 7.2 ofASCE7) (1603) If pB> 10 psf,flat-roof snow load, Uniformly distributed floor live loads p�(7.3 of ASCE 7) (1603.1.1, Tabfe 1607.i) If p9> 10 psf, snow exposure factor, Floor Area Use Loads Shown CB(Table 7-2, 7.3.i of ASCE 7) If p > 10 psf, snow load importance factor, I8(7.3.3, Table 1.5-2 of ASCE 7) If pg> 10 psf, roof thermal factor, Cr(Table 7-3, 7.3.2 of ASCE 7) Sloped roof snow load,ps(7.4 of ASCE 7) Live load reduction Ponding instability (1608.3; 7.11 of ASCE 7) (1603.1.1, 1607.10, 1607.11) -12- . � , �{��1�dV�6�/il/`9L �PO��R�/iR.� (V1Iap�Pr��'J 19y L�� 22y iG�� • � COt�CRE s� (Chapter 19) /`Y / _ Plain and reinforced concrete design/ Minirnum concrete strength (Table 1904.2) -�-� a construction standard specified Slab provisions (1907) (1901.2, 1905) ��`�"-- � `� Construction documents (i901.3) IM��t)NRY (Chapter 21) ___�� Design method, construction standard Cold weather and hot weather specified (2101.2) construction specified (2104.3, 2104.4) � Construction documents (2101.3) Seismic design (2106) � Construction materials (2103) __ Glass unit masonry (21 i0) Mortar type (2103.9) Fireplaces/Heaters/Chimneys (2101.3.1,2111,2i 12,2113) STEEL (Chapter 22) ��/ Structural steel design/construction Steel cable structures (2208) standard specified (2205) Steel storage racks (2209) Composite structural steel and concrete �j ' ,j Cold-formed steel desigNconstruction (2206) standard specified (2210) Open-web steel joist design/construction Cold-formed steel light-framed desigN standard specified (2207) construction standard specified (22i 1) WOOD (Chapter 23) Design method 6ption used (2301.2) Fast�ners and fastening (2303.6,2304.9, Table 2304.9.i) MATERIAL STANDARDS/C�ONSTRUCTION REQUIRE- Heavy timber construction (2304.10) MENTS (2303-2306) � �� Lumber{ 303.1.1) Shear',walls and diaphragms (2305,2306) �_ Wood I oists (2303.1.2) CONVENTIONAL LIG`HT FRAME CONSTRUCTION Glu aminated timbers (2303.i.3) (2308) '. W d structural panels Limitations satisfied (2308.2) �303.1.4, 2304.6,2304.7) Wind/S'eismic requirements (2308.2.i, / 2308.2.2,2308.11, 2308.12) F�iber-, hard-, &particle-, boards � (2303.1.5-2303.1.7) Braced walls (2308.3,2308.9.3) �'Decay and termite protection Foundation anchorage (2308.3.3, 2308.6) ; (2303.1.8,2304.11) Floor joi5ts (Tables 2308.8(1J, 2308.8(2)) Structural composite lumber (2303.i.9) Wall studs (Table 2308.9.1) � Structural log members (2303.1.10) Girders �� ound timber poles and piles (2303.1.11) (2308.7, Tables 2308.9.5 and 2308.9.6) __��__.___._.._�.._.. —� 're-retardant-treated wood (2303.2) Ceiling joists H rclwood and plywood (2303.3) (Tables 23Q8.10.2(1J, 2308.10.2(2J) �— Roof rafters � Tru ses (2303.4) (Tables 2308.10.3.(1 J-2308.10.3(6J) � Jois hangers (2303.5) Roof uplift (2308.10.1) � I -14- DESIGN LOADS (continued) � Site class (1613.3.2; 1 i.4.2, Chapier20 of • Wind loads (i603.1.4, i609;Chepters 26-31 ofASCE77 ASCE 7) Design procedure (i609.1.1, 1609.6, Seismic design category � Chapters 26-31 of ASCE 7) (1613.3.5; 11.6 of ASCE� Alternate ali-heights method (1609.6) Basic seismic-force-resisting system Wind speed (Teb/e 12.2-i ofASCE 7) (1609.3;Fig.26.5.1 of ASCE 7) Response modif'�cation coefficient, R Risk category C��1e �2 2-� ofASCE 7) (Table i604.5; Tab/e 1.5-1 ofASCE� Seismic response coefficierrt, Surface roughness/Exposure categories C.(12•8.7.1 ofASCE 7) (i609.4;26.7 ofASCE 7) Analysis procedure (12.6 ofASCE 7) (nternal pressure coefficient Design base shear(i2.8 ofASCE 7) (26.11, Tabl�26.11-i of ASCE 7) Flood I�iads (1603.i.7, 1612) Corr�onent and cladding pressures Flood hazard area (1612.3) (Chapter 30 of ASCE 7) Documentation (16i2.5) Main wind-force resisting system ) Ice loads (1614; Chapter 10 ofASCE 7) (27.4,27.6,28.4, 28.6 of ASCE 7 Earthquake design data � Compliance (1603.1.5 1613;Chapters 11 - 13 and 15-23 of ASCE� aher tbads Risk category Concentrated live loads (1607.4) (Table i604.5; Table 1.5-1 of ASCE� Partition loads (1607.5) Seismic importanoe iactor� /, Impact loads (1607.9) (f 1.5.1, TaWe 1.5-2 of ASCE 7) Mapped spectral response acceleration, Misc.loads (1607.6, i607.7, 1607.8, 1607.13, 1607.14, 1610, 1611, 2404} S8 and S, (1613.3.1; 11.4.1 of ASCE 7) , Design spectra!response parameters, S� Struct integrity(16�5) and So, (1613.3.4; 11.4.4 ofASCE7) Design requirements (1615.i - 1615.4) SPECiAL INSPECTIONS AND TE�TS (Chapter 1� Approvals/Research report(s) EIFS (1705.75) � (1703, 1703.4.2)Report No. Statement of special inspections (1704.3) Fire-resistant penetrations and joints Prefabricated items (1704.2.5) (f705.16) Steel oonstruction (1705.2) S��ntrol (1705.17) Concrete construction (1705.3) W��uiremerrts (1704.3,3, 1705.10) Masonry construction (1705 4) Seismic resistance Wood construction (1705.5) �»�•3•2� ��». 7705.12) Prepared fill and foundations Contractor responsibility (1704.4) (1705.6- 1705.9) Structural observations (1704.5) Spra�red fire-resistant materials and Tes�ng (other) (1706- 1711) coatings (1705.13, 1705.14) ; SOILS AND FOUNDATIONS (Chapter 18) Soils irnestigations/Reports Load-bearing values (1603.1.6, i806) (1803.1, 1803.2, i803.3, 1803.6) Foundation walls, retaining walls and Soil classification (1803.5) embedded posts and poles (180� Excavation, grading and fill (1804) Foundations (1808) Dampproofing and waterproofing (1805) Shallow foundations (1809) ,�`' Deep foundations (1810) -13- . � , BUILDING EVAL�J�►7101v SUMMARY(Table 3412.� Existing occupancy: Proposed occupancy: Yeer bullding was constructed: , _ Number of stories: Height in feet: Type of construction: Area per floor. Percentage of open perimeter increase: , 96 Corridor wail ra�ng: Completely suppr�sed: Yes !No Required door closers: Yes No Compartmentabon: Yes '�,No Fire-resistance rating of verrtical opening endosures: I lype of HVAC system: ', , serving number of floors: Automatic Nre detection: Yes No Type and bcation: Flre atarm system: Yes No Type: Smoke controL• Yes No ___._.., TY}�e: Adequate exk routes: Yes INo Dead ends: Yes No Maximum exit acc�s trevei distance: Elevator coMrols: Yes No Means of egress emergency lightlng: Yes ��lo Mi�d occupancies: Yes No Ssfet�l Fire Means General parameters safetY(F3) of egress(ME) safeiy(GS) 3412.6.1 Building height 3412.6.2 Builc�ng area 3412.8.3 CornpartmeMation 3412.6.4 Tenant and dwelling unR separations 3412.8.5 Conidor watls 3412.8.6 Vertical openings � I --- 3412.6.7 HVAC systems 3412.6.8 Automatic�re detection 3412.6.9 Flre alarm system 3412.6.10 Smoke coqtrol *"'• 3412.6.11 Means of egress capaaty ' ''"' 3412.6.12 Dead ends *'*" 3412.6.13 Max.exit access travel distance '""" 3412.8.14 Elevator control 3412.6.15 Means of egress emer�ncy lighting '''' 3412.6.16 Mixed occupancies `��' 3412.6.17 Automatic sprinkiers �2= 3412.6.18 Stanc�ipes 3412.6.19 Incidental use Buikiing score—total value •'•"No appliesble value to be inserted. BUILDING SAFETY�VALUATION SCORE(Tsble 3412.9) Formula Teble 3412.7 Table 3412.8 Score Pass Fail FS-MFS 2 0 (FS) — 'I (MFS) _ ME-MME 2 0 (ME) — (MME) _ aS-MaS 2 0 (GS) — (MGS) _ FS = Fire Safety MFS = Mandatory Flre Safety ME = Means of Egress MME = Mandatory M�ns of Egreas GS = General Safety MGS = Mandatory General Safety AP ENDICES A- Nf Appendices adopted (101.2.1) Compliance veriffied -16- � NONSTRi�CTUR�4L IVlATERiALS (Chapters 24, 25,26) . GLASS AND GLAZING (Chapter 24) ' Sloped glazing and skylights (2405) Safety glazing (2406, 2407,2408, 2409) GYPSIiM BO/ARD AND P�.e4Sl'ER (Chapiter 25) Gypsum board materiais Plaster(2507,2508,2510-25i3) (2506, Table 2506.2, Table 2508.1) PLASTiC (Ct�apt�r 26) FOApA PLASTIC INSULATION (2603) Special approval (2603.10) Labeling (2603.2,2603.5.6) MISCELtANEOUS PLASTICS _ �� Surface-buming characteristics 1 (2603.3,2603.5.4) Interior finish and fim (2604) �y Thermal barrier(2603.4) P��veneer(2�605) Exterior walls/Roofs (2603.5,2603.6) � Light-transmitting plastics (2606-2611) Interior finish/trim in plenums ' Fiber reinforced polymer (2612) (2603.7, 2603.8) ___ Reflective plastic core insulatbn (2813) Protection against termites (2603.9) BUILDING SERVICES* (Chapters 27, 28, 29, 30) ELEVATORS AND CONVEYING SYST MS (Chapter 30) �._.a Construction standard specfied (300i.2) Conveyirtg systems (3005) Hoistway enclosures (3002) ' Machine rooms(3006) Opening protectives (3002.1.1) � Fire service access elevator(3007) Emergency operations (3003) Occupant evacuation elevator(3008) Hoistway venting (3004) *Also see Electrical(Ch.27), Mechanical (Ch.28)and Plumbing (Ch.29) Plan Review Records SPECIAL DEVICES AND CONDITIONS (Chapters 31, 32, 34) .s SPECIAL CONSTRUCTION (Chapter 31) Membrane stru,ctures (3102) � Automatic hicular gates (9110) Temporary structur�es (3f031 Solar ph ovoltaic panels/modules (3i 11) _� Awnings ar�d canopiesMlarquees PEDESTRIAN WAL�MIAYS AND TUNNELS 3iO4 (3105, 31 d6) ( ) Signs (3i07� Constructi�rt and use (3104.5, 3iO4.4) Telecomm�nir�ation and broadcast towers Separati � (3104.5, 3104.10) (31�) Public ay (3104.6) _� Swimm�pool�enclosures (3109) Eg (3104.7-3104.9) ENCROACHN�ENTS INTO THE PUBLIC RIGHT-OF-WAY (Chapter 32) ! ' _ Belo rade (3202.�) Te rary (3202.4) Abo �rade (3202.2, 3202.3) EXISTING STRUCTURES Chapter 34) Building materials (3401.4) L Change of occupancy (3408) Addfions, alterations, repairs � HistoricJmove�buildings (3409,341p) (3403-3405) Accessibility(341 i) Fire escapes (3406) Cornpliance aftematives (3412) Glass replacement(3407) -15- , . �0�� C ITY OF ORONO �+ � Street Address: Mailing Address: Telephone(952)249-4600 y�n Gti 2750 Keliey Parkway I P.O.Box 66 Fax (952)249-4616 IqK�SH�R�. Orono, MN 55356 Crystal Bay,MN 55323 www.ci.orono.mn.us June 30, 2016. Alex Ugorets 410 11th Avenue Hopkins MN, 55343 RE: Remodel 2500 Shadywood Road We have completed a preliminary plan review for the above-captioned project and find the following Items that must be addressed in writing before a permit can be issued: �Provide Special Inspections form and inspections per International Building Code (IBC) Chapter �7 of the Minnesota State Building Code, signed by all persons involved. ddress soils testing for areas below proposed elevator shaft. �Provide Accessible signage details for restrooms. �Provide detail for accessible parking signage, locations and striping. �Provide location of exit signage, emergency lighting and fire extinguisher(s). �Separate permits are required for plumbing, mechanical, septic and electrical is through the State of Minnesota. Additional comments may be identified following review of updated information. Please call if you have any questions. Regar � �-�.-�bt� Roger Peitso Building Official City of Orono Direct: 952-249-4625 Email: rpeitso@ci.orono.mn.us Fax: 952-249-4616 CC:Architect, Michael Wilkus via email, Chris Prok via email � WILKUS A R C H I T E C T S � PLAN REVIEW COMMENT NARRATIVE REVIEW: June 30, 2016 PROJECT: 2500 Shadywood Road -Remodel R�C�'v�D REVIEWING city of orono JUL 0 7 2016 AGENCY: � CITY OF ORONO PLAN REVIEWER: Roger Peitso(952)24p-4625 COMMENT# COMMENTS/RESPONSE 1 Provide Special Inspections f rm and inspections per International Building Code(IBC)chapter 17 of the Minnesota State Buil ing Code, signed by all persons involved. Response See attached Special Inspecti ns form. 2 Address soils testing for area below proposed elevator shaft. Response Copy of the Soil Boring test fr m this last Spring should have been forwarded to you.The foundation for the new elevat was based off the existing bearing capacity of 2000psf from the original structural drawings;th refore soil testing should not be required. Structural Engineer will do a site visit to verify the soil when the footings are dug. 3 Provide Accessible signage details for restrooms. Response Please refer to revised A1.4 d awing for Accessible restrooms details and code information. 4 Provide detail for Accessible parking signage, locations and striping. Response Roger to evaluate the existing parking lot conditions prior to any changes. 5 Provide location of exit signag�, emergency lighting and fire extinguisher(s). Response This will completed in detail w en we have tenant-outs are taking place.We will have it completed before an occupan y permit is issued. 6 Separate permits are required or plumbing, mechanical, septic and electrical is through the State of Minnesota. Response Separate plumbing, mechani I, septic and electrical permits will be applied for by required engineers. www.wilkusarch.com 5 Ninth Avenue North P: (952)941-8660 info@wilkusarch.com ' Hopkins,MN 55343 F: (952)941-2755 - WI LKUS A R C H I T E C T S � ' PLAN REVIENV COMMENT NARRATIVE REVIEW: June 30, Zo�s �EC��`f'�la PROJECT: 2500 Shadywood Road - Remodel � J�1� 0 7 ?C�`, REVIEWING City of Orono AGENCY: CITY OF ORONO �_.. PLAN REVIEWER: Roger Peitso(952)248-4625 COMMENT# COMMENTS/RESPONSE I 1 Provide Special Inspections form and inspections per International Building Code(IBC)chapter 17 of the Minnesota State Buil�ing Code, signed by all persons involved. Response See attached Special Inspecti ns form. 2 Address soils testing for areas'�below proposed elevator shaft. Response Copy of the Soil Boring test fr m this last Spring should have been forwarded to you.The foundation for the new elevato was based off the existing bearing capacity of 2000psf from the original structural drawings;th refore soil testing should not be required. Structural Engineer will do a site visit to verify the soil when the footings are dug. 3 Provide Accessible signage de�tails for restrooms. Response Please refer to revised A1.4 d wing for Accessible restrooms details and code information. 4 Provide detail for Accessible parking signage, locations and striping. Response Roger to evaluate the existing arking lot conditions prior to any changes. 5 Provide location of exit signag�, emergency lighting and fire extinguisher(s). Response This will completed in detail w en we have tenant-outs are taking place.We will have it completed before an occupan y permit is issued. 6 Separate permits are required or plumbing, mechanical, septic and electrical is through the State of Minnesota. Response Separate plumbing, mechani I, septic and electrical permits will be applied for by required engineers. www.wilkusarch.com 5 Ninth Avenue North P: (952)941-8660 info@wilkusarch.com I Hopkins,MN 55343 F: (952)941-2755 Minnesota Department of Labor and i�dustry Construction Codes and Licensing Division Building Codes and Standards �� CO�� 443 Lafayette Road N.,St.Paul, MN 55155-4341 Phone: (851)284-5068 Fax: (651)284-5749 www.doli.state.mn.us 1TY: (651)297-4198 Special Structural Testing and Inspection Program Summary Schedule Project Nsme Freshwalcr Bu.iness C'enier Project No. Location 2500 Sha�ood Road, Orono MN 55331 Permit No. (1) �- �— - .� �.. ,�.� � Technical_(�_._ Type of Specific Report Assigned Section_ Article Description (3) __ _ Inspector(4j _ _ Frequency_i5) ___ ___Firm{6) _ __� 1705.2 Weldin�___ SER Periodic HavTek � — — _.__._ .__ _.._____ _ . __---___ ----__� _— _. _ ---- 1705.2 Hi�h-Stren h Bolts SER Periodic HavTek __ __.____ ..___ _ - ____ -- 1705.3 Concrete Reinforcement SER Periodic HavTek —_ _ __.__ -- __... _._...__. 1705.4 __ Masonr�Construction SER Periodic HavTek _. _... __...�_ r __ -- — --- __ -- 1705.6 Soils SER Periodic HavTek __._... ---------- ____ �_ __ � .6 Concrete Strength Test TA Periodic Braun Intertec Note: This schedule shall be�Iled out end included in a Special Structural Testing and Inspection Progrsm. (If not otherwise specified, assumed program will be"Guidelines for Special Inspection�Testing"as contained in the State Building Code and as modified by the state adopted IBC.) "A complete specification-ready program can be downloaded direcUy by visiting,CASE/MN at www..cecm.org* (1y Permit No. to be provided by the Building Officisl (2) Referenced to the specific technical scope section in the program. (3) Use descriptions per IBC Chapter 17,as adopted by Minnesota State BuiJding Code. (4) Special Inspector-Technical(SIT); Speciai Inspector-Structural(SIS) (5) Weekly, monthly, per tesdinspection, per floor,etc. (6) Name of Firm contracteci to perform services. ACKNOWLEDGEMENTS ,; � � + �Each appropriate representative shall sign below) ,.- . ; `�__f� Owner. . �' �" ' �,,,_. Firm: UGORETS 9098LLC Date: 7-7-2016 / L- _, _ __ _ Contracto � f �� --' Date:7-7-2016_ - _ Lr_ _�' __._ ' Firm: UGORETS 8098LLC __ ___ _ _.._— Architect: � _ _ — Firm: WILKUS aRCHiTECTS Date: t JUl 16 -- -- __.�� _ ----- _..__. _ SER:�,� Firm: Hav"1'ek Stnictural ConsuVUng Ud. Date, 7-/�1 __ _...--._ SI-S: Firm: _. _ --------_ Date: _- _ --- - SI-T: T�- - Firm: Date: , , _ -- -- TA: _ ,�,� ,.?�,-f ie_.__ Firm: Braun Intertec Date: -�� , __ ------._ / _.._�_ _. r <<_.-- F: ` `� � � -- If requested by engineer/architect of record or building official, the individual names of all prospective special inspectors and the work they intend to observe shall be identified as an attachment. Legend: SER =Structural Engineer of Record SI-T=Special Inspector-Technical TA=Testing Agency SI-S= Special Inspector- Structural F= 1=abricat Accepted for the Building Department B � ' ( ��U Y: G�`� �-e�%�'�_ __ _—_ Date � � OS/07 PR598 �5�v .Sl��'y ��d .� �c��-o o� a7 � ' �� d �� 1�1�..� .�7 � �Jr-'G� ��r. :.,� � • °�l o�i�G�7� � � May 5,2016 HGTS Project Number:16-0257 Mr.Alex Ugorets 41011�Avenue South Hopkins,MN 55343 Re: Geotechnical Fxploration Report Proposed Pazking Lot Reconstruction,2500 Shadywood Road,Orono,Minnesota Dear Mr.Ugorets: We have completed the geotechnical exploration report for the proposed parking lot reconstruction at 2500 Shadywood Road in Orono, Minnesota. T'he purpose of this geotechnical explorahon was to characterize subsurface soil and ground water conditions and provide recommendations far site grading, pavement design and infiltration basin construction. In general,borings SB-1 tluu SB-3 encountered about 2 to 6 inches of bituminous over 4 to 8 inches of aggregate base underlain by silty sand and sandy lean clay glacial till soiLs to the termination depths of the borings. Boring SB-4 encountered about 11/z feet of ciayey topsoil underlain by sandy lean clay soiLs to the termination depth of the boring. The glacial soils are generally suitable for pavement support but are relatively impermeable and generally unsuitable for infiltration. Specifiic detaiLs regazding our procedures,results and recommendations follow in the attached geotechnical exploration report. Thank you for the opportunity to assist you on this project. If you have any questions or need additional information please contact Paul Gionfriddo at 763-954-1101 or John Carlson at612-979-3542. Sincerely, HAUGO GEOTECHNICAL SERVICES,LLC � " , " , i . -, ' .,,� . �,,�,�,,,�, �n� Paul S. Gionfriddo P.E. John T. Carlson,P.E. Consulting Engineer Senior Engineer Copy: Chris Prok 2825 Cedar Aveaue S, Mivaeapolis, MN 554�7 ,; .�;' g�;�; -� � '{ ' GEOTECHNICAL EXPLORATION REPORT PROJECT': Proposed Parking Lot Reconstruction 2500 Shadywood Road Orono,Minnesota PREPARED FOR: Mr.Alex Ugorets 41011�Avenue South Eden Prairie,MN 55344 PREPARED BY: Haugo GeoTechnical Services 2825 Cedar Avenue S Hopkins,MN 55343 Haugo GeoTechnical Services Project: 16-0257 May 5,2016 Professional Certification I hereby certify that this plan,specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the State of Minnesota. ,``,��.. �� '+`�� `� . �� { ` r � LI��Y� �o � =_ P p�ppFE��ONK • � John T. CarLson,P.E. =�4 � i�� Senior Engineer �';�'!��'.,►»...�g�' License Number:20663 �'��O� �N��:`� M . Expires june,2016 ��f"'�� 'Irable of Contents 1.0 INTRODUCTION 1 1.1 Project Description 1 1.2 Purpose ', 1 1.3 Site Descriptions 1 1.4 Scope of Services 1 1.5 Documents Provided 1 1.6 Locations and IIevations I 2 2.0 FIELD PROCEDURES Z 3.0 RESULTS 2 3.1 Soil Conditions 2 3.2 Groundwater 3 3.3 Laboratory Tests 3 3.4 OSHA Soil Classification 3 4.0 DISCLTSSION AND RECOMMEI�DATIONS .} 4.1 Proposed Construction 4 4.2 Discussion 4 4.3 Parking Lot Recommendations 4 4.4 Utilities I 5 4.5 Infiltration Basin Design Recox�mendations 6 4.6 Site Grading and Drainage 6 5.0 CONSTRUCTION CONSIDERA'I�ONS 6 5.1 Excavation I 6 5.2 Observations 6 5.3 Backfill and Fills 6 5.4 Testing � 5.5 Winter Construction I � 6.0 PROCEDURES � 6.1 Soil Qassification � 6.2 Groundwater Observations � 7.0 GENERAL � 7.1 Subsurface Variations ; 7 7.2 Review of Design I g 7.3 Groundwater Fluctuations g 7.4 Use of Report , g 7.5 Level of Care g APPENDIX ' 9 Boring Location Sketch GPS Boring Laations Soil Boring Logs 1 thru 4 Descriptive Terminology 1.0 INTRODUCTION 1.1 Project Description Mr.Alex Ugorets is proposing to reconstruct the car parking lot at 2500 Shadywood Road in Orono, MN. Development plans include removing the existing pavements and constructing a new car parking lot with the associated concrete curbing, underground storm sewer pipes and possibly a storm water infiltration basin. Mr. Alex Ugorets ret�ained Haugo GeoTechnical Services to perforrn a geotechnical exploration to evaluate the suitability of site soil and groundwater conditions to support the proposed parking lot and possible infiltration basin. 1.2 Purpose The purpose of this geotechnical exploration was to characterize subsurface soil and groundwater conditions and provide recommendations for site development. 1.3 Site Descriptions The project site is located in the e�asting car parking lot south of the existing building at 2500 Shadywood Road and north of Shadywood Road in Orono, MN. The existing parking lot is paved and generally slopes from west to east with ground surface elevations at our soil boring locations ranging from about 951 1/z feet to 9631/s feet mean sea level (MSL)• 1.4 Scope of Services Our services were performed in accordance with our proposal dated Apri17, 2016 and under the Haugo GeoTechnical Services general conditions. Our scope of services was limited to the following tasks: • Completing four(4)standard p�etration fiest borings to nominal depths of 21 feet. • Visually/manually classify samples recovered from the soil borings. • Performixtg laboratory tests on selected samples. � Preparing soil boring logs describing the materials encountered and the resulLs of groundwater level measurements. • Preparing an engineering report describing soil and groundwater conditions and providing recommendations regarding site development 1.5 Documents Provided We were provided with a certificate of survey dated November 4, 2015 prepared by Gronberg and Associates. The certificate of survey shows the proposed soil boring locations and the locations of the existing car parking lot,building,roadways and surface topography contours. 1 1.6 Locations and Elevations The boring Iocations were selec by Mr.Alex Ugorets. The approximate locations of the borings are shown on the "So�Boring Location Sketch" provided in Figure 1 in the appendix. . Ground surface elevations at tl�e boring locations were obtained by HGTS using GPS measuring equipment. Elevatiohs were based on MN County Coordinates System mean sea level using the GEOID09(Cqnus)model. GPS coordinates at the boring locations are provided in Figure 2 in the App�ndix. 2.0 FIELD PROCEDURES Four(4)standard penetration te5t borings were advanced on Apri115,2016 by HGTS with a rotary drilling rig, using Continuous flight augers to advance the boreholes. Representative samples were o�ed from the borings,using the split-barrel sampling procedures in general accordan�ce with ASI'M Specification D-1586. In the split-barrel sampling procedure,a 2-inch 0.�.split barrel spoon is driven into the ground with a 140- pound hammer falling 30 inch . The number of blows required to drive the sampling spoon the last 12 inches of an 1 inch penetration is recorded as the standazd penetration resistance value,or"N"value. e results of the standard penetration tests are indicated on the boring log. The samples�tere sealed in containers and provided to HGTS for testing and soil classification. A field log of each boring was p�epared by the HGTS drill crew. The logs contain visual classifications of the soil materi�ls encountered during drilling, as well as the driller's interpretation of the subsurface onditions between samples and water observation notes. The final boring logs included th this report represent an interpretation of the field logs and include modifications based on visual/manual method obsexvation of the samples. The soil boring logs, general ' ology for soil description and id�tification, and classification of soils for engine ' g pur�oses aze aLso included in the appendix. The soil boring logs identify and desc be the materials encountered, the relative density or consistency based on the Standa#d Penetration resistance(N-value,"blows per foo�')and groundwater observations. T'he strata changes were inferred from the changes in the samples and auger cuttings. The depths shown as changes betw�een strata are only approximate. The changes are likely transitions,variations can occur ond the location of the boring. 3.0 RESULTS 3.1 Soil Conditiona In general,borings SB-1 thru SB- encountered about 2 to 6 inches of bituminous over 4 to 8 inches of aggregate base und lain.by silty sand and sandy lean clay glacial till soiLs to the termination depths of the ' gs. Boring SB�encountered about 1�/s feet of clayey 2 topsoil underlain by sandy lean clay glacial till soiLs to the termination depth of the borings. Penetration resistance values(N-Values),shown as blows per foot(bp�on the boring logs, within the silty sand soils ranged from 11 to 21 bpf and within the sandy lean clay soiLs ranged from 5 to 17 bpf. The N-Values indicate the soils are generally in a medium dense density of inedium to stiff consistency with some upper soft zones. 3.2 Groundwater Groundwater was not encountered in borings while drilling or to cave-in depths of 11 to 13 feet after removing the auger from the boreholes. However,given the cohesive naiure of portions of the soils, it is possible that insufficient time was available tor perched groundwater to seep into the borings and rise to its hydrostatic level. Groundwater measurements were made as noted and shown on the boring logs. Groundwater monitoring wells or piezometers would be required to more accurately determine water leveLs. Seasonal and annual fluctuations in the groundwater levels should be expected. 3.3 Laboratory Tests Laboratory moisture content tests were performed on selected samples recovered from the soil borings. Table 1 below summarizes the results of the laboratory tests. Results of the laboratory moisture content tests are shown on the boring logs adjacent to the sample tested. Table 1. Summ of Laborato Tests Moisture Boring Sample Depth Content \ Number Number feet (%)* S&1 5-23 21/s 16 SB-2 S-2 21/z 191/z SB�3 S-9 21/z 22 SB-4 5-16 21/s 171/z *Values rounded to the neazest�/z Percent 3.4 OSHA Soil Classification The upper soils encountered in the borings consist mainly of sandy lean clay soiLs. The soils identified in the borings will generally be Type B soils under Deparmnent of Labor Occupational Safety and Health Administration(OSHA)guidelines. 3 4.0 DISCUSS�ON AND RECOMMENDATIONS 4.1 Proposed Construction The project will consist of r onstructing the e�dsting car parking lot and possibly consh ucting a storm water �tration basin. No specific grading plans for the new parking lot were available at e time of this report. We assume that some new storm sewer utilities and structures wiittll be associated with the new parldng lot. 4.2 Discussion I In general,borings SB-1 thru SB�3 encountered about 2 to 6 inches of bituminous over 4 to 8 inches of aggregate base unde9rlain by silty sand and sandy lean clay glacial till soils to the tPrn,ination depths of the rings. Boring SB-4 encountered about 1'/z feet of clayey topsoil underlain by sandy lea�ii clay soiLs to the termination depth of the boring. The glacial soiLs are generally suital�le for pavement support but are relatively impermeable • and generally unsuitable for i.nfi�tration. Groundwater was not encounte�ed in borings while drilling or to cave-in depths of 11 to 13 feet after removing the a�ger from the boreholes. We do not anticipate that groundwater will encounfiered during utility and pazking lot construction. The following sections provide�ecommendations for site development. 4.3 Parlcing Lot Recommendati,bns We assume the existing pavem�nt will be reclaimed, stockpiled and used as aggregate base in the new parking lot. W�ere the new parking lot will be constructed beyond the e�dsting pazking lot,we recomm�nd the vegetation and topsoil be removed.The following table indicates the anticipated I�ccavation depths at �he boring locations. Excavation depths may vary and could be c�leeper. Table 2. Antici ated ass Gradin Fxcavation De Anticipated Boring Surface Anticipated �avation Number IIevation Excavation Depth ��,ation (feet)* (feet)* feet" SB-1 963.6 1 9621/2 SB-2 960.4 1-4 9591/z-9561/z SB-3 956.9 1-4 956-953 SB-4 951.3 1 9501/s *Excavation depths and el vations were rounded to the neazest 1/z foot. � The sandy lean clay soils enco tered at borings SB-2 and SB-3 should be removed and replaced with engineered fill r scarified, dried and compacted to provide a stable pavement subgrade. Where ex avations for soil corrections extend below the proposed pavement elevations oversizin (widening) of the excavations will be required. This oversizing is required to provi e lateral support of the replacement backfill and the 4 pavement loads it will support. We recommend oversizing (widening) the excavation 1 foot horizontally beyond the outer edges of the perimeter concrete curb for each foot the excavation extends below the bottom of the desired pad elevation(1H:1V oversizing). Fill placed to attain pavement subgrade elevation can consist of the on-site sandy lean clay and silty sand soils provided it is free of organic topsoil material or other deleterious materiaLs. We recommend compacting the backfiill at moisture contents within a range of 1 percentage point above and 3 percentage points below its optimum moisture content. The fill and backfill should be compacted to a minimum of 95 percent of its standard Proctor maximum dry density with the upper 3 feet compacted to at least 100 percent of standard Proctor.. Prior to placing the aggregate base(Class 5)we recommend proof rolling the pavement subgrade with a loaded tandem truck to identify soft,weak,loose or unstable areas that may require additional sub-cuts. R-Value testing was beyond the scope of this project. The soil borings mainly encountered native soiLs consisting of predominanfly of sandy lean clay conesponding to the ASTM Classifications CL. We recommend using an R-Value of 10 for pavement design. We recornmend the proposed pavement section in car parlcing areas consist of 3 inches of bituminous wear and 8 inches of aggregate base. In drive lanes with some truck traffic, we recommend the pavement section be increased to 31/s inches of bituminous weaz and 10 inches of aggregate base. We recommend aggregate base meeting MN/DOT specification 3138 for Class 5 aggregate base. We recommend the aggregate base be compacted to 100 percent of its maxunum standard Proctor dry density. We recommend that the bituminous wear and base courses meet the requirement of MN/DOT specification 2360.We recommend the bituminous pavements be compacted to at least 92% of the maximum theoretical density. We recommend specifying concrete that has a min;mum 2g day compressive strength of 3,900 psi.We recommend specifying 5 to 8 percent entrained air for exposed concrete to provide resistance to freeze-thaw deterioration. We recommend slump, air content and compressive strength test of Portland cement concrete. 4.4 Utilities We anticipate that the storm sewer utiliiies will be supported generally on native clayey glacial till soils which in our opinion aze suitable for pipe support. We recommend removing all e�dsting vegetation, topsoil, soft or other unsuitable soils, if encountered, beneath utilities prior to placement. We recommend bedding material be thoroughly compacted around the pipes. We recommend trench backfill above the pipes be compacted to a uinim� of 95 percent beneath pavements,the exception being within 3 feet of the proposed pavement subgrade, where 100 percent of standard Proctor density is required. In landscaped areas we recommend a xrLnimum compaction of 90 percent. 5 4.5 Infiltration Basin Design R�ecommendations Design infiltration rate(s) base on the soil borings and the MPCA MN Stormwater Manual are summarized in the�ollowing table. Table 2. Desi Infiltratiorl Rates Soil e Desi Infiltration Rate* i CL,Sand Lean Qa 0.06 SM,Sil Sand 0.45 Field tests (double ring infiltror�►eter)Can be performed within the proposed basin areas to verify infiltration rates of tYle in-situ soiLs. We would be pleased to provide these services if required or requested. 4.6 Site Grading and Drainagel We recommend the site be gralded to provide positive run-off away from the existing building. We recommend land�caped areas be sloped a m;nimum of 6 inches within 10 feet of the building and slabs be sloped a minimum of 2 inches. In addition we recommend downspouts with long splash b�ocks or extensions for each house. 5.0 CONS'I"RUCTION CONSIDERATIONS 5.1 Excavation � The upper soils encountered inllthe borings mainly consist of sandy lean clay. The soiLs identified in the borings will enerally be Type B soiLs under Departrnent of I.abor Occupational Safety and He�lth Administration (OSHA) guidelines. Temporary excavations should be constru�ted at a minimum of 1 foot horizontal to every 1 foot vertical within excavations. Slqpes constructed in this manner may still exhibit surface sloughing. If site constraints do�ot allow the construction of slopes with these dimensions then temporary shoring may be required. 5.2 Observations A geotechnical engineer sho observe the excavation subgrade to evaluate if the subgrade soils are similar to tho e encountered in the borings and adequate to support the proposed construction. 5.3 Backfill and Fills Portions of the site soils that ' be excavated and reused as backfill and fill appear to be above their assumed optimum moisture content. We anticipate it will be necessary to 6 moisture condition (dry) these soiLs to achieve the recommended compaction. We recommend that fill and backfill be placed in lifts not exceeding 4 to 12 inches,depending. on the size of the compactor and materials used. 5.4 Testing We recommend density tests of backfill and fills placed for the new parking lot. Samples of the proposed materials should be submitted to our laboratory prior to placement for evaluation of their suitability and to determine their optimum moisture content and maximum dry density(Standazd Proctor). 5.5 Winter Construction If site grading and construction is anticipated to proceed during cold weather, all snow and ice should be removed from cut and fill areas prior to additional grading and placement of fill. No fill should be placed on frozen soil and no frozen soil should be used as fill or backfill. Concrete delivered to the site should meet the temperature requirements of ASTM and/or AQ. Concrete should not be placed on frozen soil. Concrete should be protected from freezing until the necessary strength is obtained., Frost should not be permitted to penetrate below the footings. 6.0 PROCEDURES 6.1 Soil Classification The drill crew chief visually and manually classified the soiLs encountered in the borings in general accordance with ASI'M D 2488,"Description and Identification of SoiLs(Visual- Manual Procedure)". Soil teraunology notes are included in the Appendix. The samples were returned to our laboratory for review of the field classification by a geotechnical engineer. Samples will be retained for a period of 30 days. 6.2 Groundwater Observations Immediately after taking the final samples in the bottom of the borings, the holes were checked for the presence of groundwafier. Immediately after removing the augers from the borehoie the holes were once again checked and the depth to water and cave-in depths were not�ed. 7A GENERAL 7.1 Subsurface Variations The analyses and recommendations presented in this report aze based on data obtained from a linuted number of soil borings. Variations can occur away from the borings,the nature of which may not become appazent until additional exploration work is completed 7 or construction is conducted. A reevaluation of the recommendations in this report should be made after performing n-site observations during construction to note the characteristics of any variation� T'he variations may result in additional foundation costs and it is suggested that a cont�gency be provided for this purpose. It is recommended that we be�etained to perform the observation and testing program during construction to evaluat�whether the de�sign is as expected,if any design changes have affected the validity of our�recommendations,and if our recommendations have been correctly interpreted and unpllemented in the desi�s, specifications and construction methods. This will aliow �°rrelation of the soil conditions encountered during construction to the soil borings�nd will provide continuiiy of professional responsibility. 7.2 Review of Design This report is based on the desi�;;n of the proposed paridng lot reconstruction as related to us for preparation of this repo�It is recommended that we be retained to review the geotechnical aspects of the des and specifications. With the review we will evaluate whether any changes have aff the validity of the recommend�tions and whether our recommendations have been c nectly interpreted and implemented in the design and specifiications. 7.3 Groundwater Fluctuations I We made water level measure ents in the borings at the times and under the conditions stated on the boring logs. 'i'he�ata was interpreted in the text of this report. The period of observation was relatively s�ort and fluctuations in the groundwater level may occur due to rainfall,flooding,irrigati n,spring thaw,drainage,and other seasonal and annual factors not evident at the tim the observations were made. Design drawings and specifications and construction�lanning should recognize the possibility of fluctuations. 7.4 Use of Report 'This report is for the exclusive t�se of Mr. Ale�c Ugorets and their design team to use to design the proposed structures�,and prepaze construction documents. In the absence of our written approval,we make!no representation and assume no responsibility to other parties regarding this report. The data, analysis and recommendations may not be appropriate for other structures�'or purposes. We recommend that parties contemplating other structures or purposes co�tact us. 7.5 Level of Care Haugo GeoTechnical Services, ILLC has used the degree of slcill and care ordinarily exercised under similar circums�ance by members of the profession currendy practicing in this locality. No warranty ex�ressed or implied is made. 8 ' .,�'�..9'" � :� j � _'_'�"I� � _�~ � ` �qrr�.a�u•t w R r,.._ `'�"^--.. ..'r'/'`' "'' � � ..'�'��.� � �ti�`�'��.-"`l�' _�—'_-'�. �`_� 1�,�� --- 1_ i �i- . _ .._. '"-.�-- �{��k ��+�`---._� ,� _ ,�r,`"y l�..r' —:.:�_ �`- � ^ .. �.�'�t- +.�n��--i,d' R wsr,o=aaw.�, I � , y A �. .ao,y„ /�y�, -'�'~ Y.. `. ��Y'M ' . ` ;�— _ y� ,p" µ � H� � r ti a-YaY��~ •' , �.y�' ,4, ab ,..e __ _�x�;•: ""--- s.-.� Ex1511 � - r'4 � � � -i � ?tlIL;�IVi� f. \ •,�,,,� j ---� �a,c„ _ � �----:-- -+r-_' _ .r - — �, :.�_ ''•. � ;`. �*- --i- �- �'L - - . �,` .�:x`'+r _ - ' .�..7• • ,\ `:` ..� �� rf� ~y: _ t�� ('��G. 1 lJ SP3 r �` j( a _ _ _ B6 4f .�A�L. ` � ��•x�yw t�� --� ; � i j 1 '.� � � -r .�,�--- ��, \;��t �(� SB`4 �- yy... tj w F�� ,� 4V:FT7° �Y%e��,,L: �_� � Y- � 4�-•�__' •-I''1' '�� ,'I'' �l`/'/� 'P ' �y�� t�' � � � �t i �� 'f ..-�� t��' j/ � ) �� SB'1 ,.- '�;�.. i _ ' �� ... •,;� �'� I � �� . .; ,� -. �s �� '/- : �' ��:, '� ; ' � � � -_ • - -+� � �a� ,�;� .� � • � � :3CR7 �� , • . /�i� . . r ' __'_'_"'_"_"_" - " ' ' ' �� . �jr!�sv '�.Gr.�_"""' '... �.i.j_„_ . ,..__..___'_".�; " '_ " _ �•� ''� JU�� i 7�R"'_ i.. .7 Z . �Qf;"� �i^ - -- • ,, n. 4�;.,t� ' .:::. ^!_�. `�f�. i '�3 .`:r�L`Y;"r{J�C� �?;:�a_', ----�.--__,--_ ___.�...,..�._____- — -- ___ It::at��.Mr7:t�u�«'r[N:[>: M Sxe F.Rsa�mr Lai E+a+er�... �'..`C:,Hsc o.uomaa e�7lee.Merrmr LcuKr.MYr�e:co� �Y. � � � =Approximate Soil Boring Location S Haugo GeoTechnical Soil Boring Loeation Sketeh Figure#: 1 seivices. 2 00 Shadywood Road �'a�'''BY�� 2825 Cedar Avenue S. Orono MN Date:4/18/16 � Scale:None Minneapolis,MN 55407 Project#: 16-0257 I �� 1.� � � � HGTS#16-0257 Figure 2: GPS Boring Locations Boring Number Elevation Northing Easting (US Survey Feet) Coordinate Coordinate SB-1 963.6 152176.16 442105.53 SB-2 960.4 152035.86 442281.11 SB-3 956.9 151954.34 442396.47 58-4 951.3 151809.02 442494.07 Referencing Minnesota County Coordinates Basis-Anoka County (GEOID09 Conus model). 2825 Cedar Aveaue �, Miaaeapalia, MN 5540? ' HaugoGTS BORING NUMBER SB-1 (�i0 2825 CedarAve S PAGE 1 OF 1 Minneapolis,MN 55407 ' Telephone: 612-729-2959 Fax: 763-445-2238 CLIENT Alex Uporets �, PROJECT NAME 2500 Shadvwood Road PROJECT NUMBER 16-0257 PRWECT LOCATION Orono,MN DATE STARTED 4/15/16 COMPL�TED 4/1�/16 GROUND ELEVATION 963.6 ft HOLE SI� 31/4 inches DRIWNG CONTRACTOR HGTS GROUND WATER LEVELS: DRIWNG METHOb Hollow Stem AuaeNSptit Saoon , AT T1ME OF DRIWNG —Not Encountered LOGGED BY MS CHECF�D BY JC� AT END OF DRIWNG —Not EncouMered NOTES AFTER DRIWNG —Not Encourrtered with Cave-In Death of 11 feet w � Z ♦SPT N VALUE� U �� v�w W � 0 40 60 80 ~� �O MATERIAL DESCRIPTIbN �g j O O j Q tj� z� P��---�j p� -' a� O� m0> Y" �� 20 40 60 80 � �Z � U? a � ❑FINES CONTENT(°�)❑ 0.0 20 40 60 80 3 inches Bituminous over 8 inches Aggreg te Base. AU _._.:.......:._....:....._:. ._.. 22 _.....:.......:..._..:.... ..;..... (SM)Silty Sand,fine grained,trace Gravel,brown,moist,medium dense.(Alluvium) � 2.5 :: : : � _ SS 4-5-6 _.�'_. ....... ......_,....... � 23 (11) 0 � _.:_.... c _. ._:..._ ..:.__.:... ..:... ... N (CL)Sandy Lean Clay,trace Gravel,Silty and seams at 10 feet, � Glaaal Till9, to very stl8. � 5.0 �st stairnn) brawn,moist to wet,rether s' SS 3�{� :.. ....:.......:.. ... UI 24 (10) <..__.:....._..... .: . .,.. w a _ : _ ; _ � '� _ .. : _ _. Z � _ _ � 7.5 I ,�, SS 4-7-9 _ ... .. ._. �, 25 (16) ; � _ _... ,. z w � _. ...:..... .:...._.:. .._ :... . � 9 ;....... U J � ,. .... ..:.......:.......'.......:....... a �Q.� �I 'C : . : '. � � . . SS N7 ....................................... � I 26 (12) _ _ _. .. _:........._...;.... .. U � n o ; . ..f... . ........:. . ... m � _ _ .. .._., ..._. , 12.5 � SS 5-7-10 ; 0 m 27 (17) _. _.._..._.. ........ ._........ g N ___.... ..,.... _....... � c f- __ :.._...:..... .:.._...:....... y H 2 ..... .:.......�:_......:.......:....... � 15.0 o SS 5-7-8 _.... a 28 (15) _ ... _ ;._... .. _ s m W Bottom of borehole at 16. feet. � 0 W c� Haugo GTS BORING Ni1MBER SB-2 " GO 2825 Cedar Ave S PAGE 1 OF 1 Minneapolis,MN 55407 ' Telephone: 612-729-2959 ' Fax: 763-445-2238 CLIENT Alex Uporets PROJECT NAME 2500 ShadYwood Road PROJECT NUMBER 16-0257 PRWECT LOCATION Orono,MN DATE STARTED 4/15/16 C�IAPLETED 4/15/16 GROUND ELEVATION 960.4 ft HOLE SI� 31/4 inches D�WNG CONTRACTOR HGTS GROUND WATER LEVELS: DRIWNG N�THOD HoNow Stem Aus�edSplit Saoon AT TiME OF DRIWNG —Not EncouMered L06GED BY MS CHECF�D BY JC AT END OF DRIWN(i —Not Encountered NOTES AFTER DW WNG —Not Encourdered with Cave-In De�th of 13 feet w � Z ♦SPT N VALUE♦ U �� >- u�w W � 20 40 60 80 = 0 3� a � PL MC LL a� �O MATERIAL DESCRIPTION �g �CJ 0�¢ w� Z� F--�—I pv �� z U� mOZ V" }'-' 20 40 60 80 � � a � O FINES CONTENT(%)❑ 0.0 20 40 60 80 2 inches Bituminous over 8 inches Aggregate Base. AU _.. ....:.......:...... :. ..... � (CL)Sandy Lean Clay,trace Gravel,brown to ligM brown,wet. " ' ' (Allwium) 2.5 � SS 2-2� �. . .: ......:........ .... a 2 (5) i. ._.:.. ....: __.. c7 _:_._.. � :.... _:.......:... .. $ N . . . ....�. .....................:....... n � $ 5.0 SS 2-3� :..............:.. .. � 3 (9) _.:._. .;._ . . . ._: __.. U W a ; � � _ . _. ._ : _ . . Z � 7 5 :. (SM)Silty Sand,fine to medium graind,trace Gra�l,with Cobbies � at 10 feet,brovm,rust stainign at 12 1/2 feet,moist to wet, ' SS 3-5-8 � ; . medium dense.(Glaaal Till) 4 (13) _. __. . ... . . _. r z � _ ..:. . ..:.......:. ... � �7 ��: ��.� :. : . . � 10.0 : _ _. �, SS 6-11-10 w 5 (21) __ .... . :. _ N _:. ............. � � `: .` .: _... :. __.;..._.... .__;. ..... � o __...__ m ; _. .;.......:........:.... . : ...... � 12.5 : SS 2-5-8 c°-�. 6 (13) _ .:...... :..._..........i m 5 __.. .. ..... . _ . _. � � 0 � _.__ . _.. ... .. F (C�)Lean Clay,trace Gravel,rust staining,brown,moist to wet, z rather stiff.(Glaaal Till) � . � 15.0 � SS 3-5-7 : .... :... ...:.... 0 7 (12) ; ; ..... a x m � Bottom of borehole at 16.0 feet. w f- O w � Haugo GTS BORING NUMBER SB-3 GO 2825 Cedar Ave S PAGE 1 OF 1 Minneapolis,MN 55407 Telephone: 612-729-2959 Fax: 763-445-2238 CLIENT Alex Uporets , PROJECT NAME 2500 Shadvwood Road PROJECT NUMBER 16-0257 + PROJECT LOCATION Orono,MN DATE STARTED 4/15/16 COMPLETED 4l1�/16 GROUND ELEVA710N 956.9 ft HOLE SI� 31/4 inches DRIWNG CONTRACTOR HGTS 4 GROUND WATER LEVELS: DRIWNG METHOD Hollow Stem AuaeNSalit Saoon , AT 71ME OF DRILLING —Not Encountered LOGGED BY MS CHECFffO BY JC�I AT END OF�21WNG —Not Encountered NOTES AFTER DRILLJNG —Not Encowrtered with Cave-In De�th of 11 feet w � Z ♦SPT N VALUE� U �� } �W w � 20 40 60 80 a� _� m wo 3z� �c �= PL MC LL �O MATERIAL DESCRIPTIbN �g >C7 ��¢ W,Sg Z� ;—�� pv �-� �Z V� mvZ V" }" 20 40 60 '80 � � a o ❑FINES CONTENT(%)❑ 0.0 20 40 60 0 6 inches Bituminous over 4 inches Aggreg te Base. AU :..............:...._ 8 (CL)Sandy Lean Clay,trace Gravel,Silty and seams at 5 feet, " ' ' brown,wet,rether soft to medium.(Alluviurh) 2.5 SS 2-2-3 �. _ ...:.......:.......:.. .... i? ' 9 (5) _....:. ....._ ....i_. ... 0 � 4 . . _....'.......:.......:.......:....... 2 y n � . .....:...............:............... N � 5.0 SS 2-3� , , . .. � 10 (6) ;_..._:_.....;_..... w � : _..:.... .. z � _.....:... ...:....... � �5 : (SM)Silty Sand,fine grained,trace Gravel,Ibrown,moist,medium dense.(Alluvium) W SS 3-6-9 y 11 (15) _...: _.... ? � w � ;......:.. . ..:. .....:.. .... � UQ 7 .. .. ..: 'I : . � . U ] 7.:._.��". ....._.�.......:........�-......:....... m ��.Q :. .'�.�: : : . 7 � (CL)Sandy Lean Clay,Vace Gravel,rust st ining,brown,moist, � 45� � rather stlff.(Glacial Tiiq 12 (11) � ii _, ..._.:. .. _;__ .. N � � . .' .......�.......:.......�.......:..,.... m � 12.5 . , o SS 3-5-7 _ .: .......... .:..__... �? 13 (12) ___ : .... .:_ _...__. 5 y " ' � ......'.......:.......'.......:....... �Q F '' ... ...:.......:.......:.......:....... N Z ... ..........................:....... � 15.0 oSS 2-5-5 ; ._.............. ._. a 14 (10) __ _..:.. _ _ ._..;..__. _ m � Bottom of borehole at 16. feet. w f- O w (9 Haugo GTS BORING NUMBER SB-4 Ci0 2825 Cedar Ave S PAGE 1 OF 1 Minneapolis,MN 55407 ' Telephone: 612-729-2958 Fax: 763-445-2238 CLIENT Alex Uaorets PRQJECT NAME 2500 Shadvwood Road PROJECT NUMBER 16-0257 PROJECT LOCATION Orono,MN DATE STARTED 4/15H6 COMPLETED 4/15/16 GROUND ELEVATION 851.3 ft HOLE SI� 3 1/4 inches DI�WNG CONTRACTOR HGTS GROUND WATER LEVELS: DW WNG METHOD Hopow Stem Aus�edSalit Spoon AT TiME OF DRILLING —Not Encountered LOGGED BY MS CHEq�D BY JC AT END OF DRIWNG —Not Encourttered NOTES AFTER DRIWNG —Nat Encourrtered a o Z ♦SPT N VALUE♦ c� �� >- v�w a � 20 40 60 80 _ ~� �b MATERIAL DESCRIPTION �g j�U' O�Q �i� z� P�--Mj� o� � a� p� m0> Y" �" 20 , 40 60 80 � �Z � �? a o ❑FINES CONTENT(°�)❑ 0.0 20 40 60 80 *= ` Sandy Lean Clay,bladc,moist(Topsoi� AU �. ;_,. 15 _.......... (CL)Sandy Lean Clay,trace Grevel,rust staining,brown,moist to - - - - wet,rather stiff to stiff.(Glacial Till) 2.5 SS 45-6 �.. ._.;....._.. ............ a 16 (11) _.: ......: � d � _ . ....___:_.....: ..__ ... _. OQ _._:....._:.._._.,._.. S � .... ..........:.......�.......:....... � � 5.0 SS 5-7-8 :.............. . F 17 (15) _:_.. ..: _._.. ... : . .. U � .......�:.......:.......�.......��....... Kq F .... ..:.......:.......:.......:....... Z � . ..��........:.......:.......:....... W � 7.5 w SS 3-5-7 ,._.... y 18 (12) � w ; _ ... .......... ...:..... � � � _._... ....: . ...... . _;.. .. o _ ....._._:....._:.......:.. ... � a 10.0 w SS 45� _ .... . ._:...._........... .... W 19 (11) _.:. _..._:.__...:.. .... 3 � _ :__ _...:. .....:_..... � 0 m � 12.5 _ r $S 3-5-7 � 20 (12) _ ..:._....:...._..._...:._.... m 5 _ _ ... .. . _ � � � r � ' .... ..:.......:.......:.......:....... N r Z _...:.._...:..... ._..._; ...... � 15.0 . � SS 3f-10 ,._._.. __.,...._. a 21 (16) x m � Bottom of borehole at 16.0 feet. w � O w � � � ' Descriptive Terminology of Soil �� Standard Q 2487 -00 Classificatio�of Soils for Er�gineering Putposes �.,.«...o.., (Unified Soif Gassiiication System) Crlteria lor Assign��g�roup Symbols anq So+ls GassiHcation Particle Size IdeMification Graup Names Uting I.aboratory Tests' GfO"p Besdaers ove� 12' �Symboi�Group Name' CoDb�es 3 to 12' a Gravels Clean Gnvels C�2 4 ano S C,< 3� Qyy �q_ , Graver _ g:aoetl greve. a AAae than 50%o! 5•-: or Iess fines° Coatse f4 � � � ooarse fractan � C„<�andto f >C�>J� GP Pocr,y gsadeC gravel� F�nQ No aae�a. �Q � reW�ned on Gravels wkh Fines f��s cias as ML�MH GM S� ravei° � Send qo � No a s�eve More 2han�2°-�tmes" F mea uass as Cl nr�H GC Ciaye�ravc�� CO8`� Na 4 lo No �0 �� Nkad�um No �0 to Ne 40 'oa�N Sa�da Ciean Sa�ds C�2 8 antl �C, �3� SW Nleu ratlep sand : � 50°�or mo�e of 5e, Or IESy fwn�s' c $ F'r�' NO 40 to Ne 200 L"L� C,<8 antlroM t>C �3 SP Poort r o� toarse traCt�or. y 9 atled sard' Silt <Ne 2Q0.Plc 4 a � ` Passes Sands rrith Fines F�rees c�assel�as ML w MH SM Sdty sana':' Debw-A'��re � No 4 s�eve kicre Ihan 12°r' Fmes da as Ct rn CH g� �y�.��•;• �' <No ?00 PI2 A antf �or above'A'f,ne L i n� Pf>T anQ p1025 on or A'brte' CL lean Ua•� '-- Sills and Cl�ys �� Pi<4 or P�otS b6bw'q''hne� ML g,n• Refative Density of �o'� a+ lpuW um( + a� Iess tna�SQ i Q,ganic �'�iu�d i�md•wen tlnpp I � 0 r`5 OL O•gamc csay' � ' COheSiOnIp85 SOi15 = m o _ l uxl lrmrt-nW dr� OL i prganic s�U' very Ippse 0 to 4 BPF ��'N Siks antl ctaye lncrgan�c P��ots on or above�A"!iaie CH Fai Uav' LO°� 5 to�0 BPF � o Z l�qu�d Um�t �'!Ab�'�'A'�'^e MM ElasUc sd!. �n� denae 11 l0 30 BPF LL� 50 or more ��n� Lq�d ixnn-aven tlrK+tl < 0 i 5 OH O�gBn�c tlay' 31 tu SO BPF �n l �W hm�t•not d�ied ' pH Or rnC S�n' - �Y dense over 54 BPF Hlgtily Orgamc Soils Pnmgn�y org,�nrc maHer�ark m rnbr riO arqarnc odor P7 Peat Consistenty of Cohegive Sals a erse�«„t+�mate.��o�s+K,hw,.,,.-sr-a-�,sti� � Wryson C M 6eW sam0�e x�•�ar+ea:onb�st o�!x<�•�ra �,:�crr aaa w nr�:�Dtwa cx aru�Ca�a a nom �o preuc.^�a"e Soft Q 10 1 6PF ?to39PF � G� = Dk 1 D.. C ='o` . Rather soh a ro 5 8PF 0.->DK MeQwm B!0 8 B�f o M sa�cw�rs2�s�•sa.�ao�w.»srv o-,��:n,;��,ar�a �7ihet St�N 9 b 12 BPF c Gra,�eb.anErc•2°k�nes+e�wewes�Taws ��fl 73to168PF GvuGM we�.g.nced g:ave:we�s a Gw•GC weu-y�noea�a,�r�wa^c.a. �'�'� ��(0 30 BPf f>P-[:N. aoa�>9redeo9rave?+wm�,s�n H2+tl . over 3Q 8PF GP�GC ,asrh g�aOtC xare�«rt!:cta� t n ru�es caas:ty as Ct Nit .sr;��a'symoc��G4-C;M c�SC SM g Nfnr.aeo�Qa^K adc N�m_�pan,��.�rs�v�r��amr r. tt sar coMa�2 153c rya.g� a0c e:"a.ave� !c y,,.��8m� � � San;n.rm5toti°�tu�es,wR+ec�a'x^t�a '� sv•5at .e•�.,�twrs sa��m�sa O�illing NOies SvS�SC wr�qra�d s�:w��.ca, Sid+`•tlerd penetr$t+on tesf boun s wErp 8mvarvxtl 3 it1 pG iJ�' sv.5� o«u�,yaxn s�a.M*<,�� 4 bY 5F sC w��v s�aaac s��a N��r,;o. �0 hoNaw-stem augers uniess aate4 oiheranse .1��ny water was used � e aneroe�fl��+n��;a�R na�cne��:ne sa��s a Wi Nu s�!,ti�c.a, to Mean n,��auger p�br to sampnn9 onry where�naraietl an bgs F q60aCOnfMM lCtc2�i'h tl.:»Aky 2�+C�a0;2 a�'hsi'v�'x�wth�ever whtnevBt�sq60omwp't Stantlarel penetratwn eesi bamps are des�qnated by Me prefix�ST" � a m��rr,a��xr*c�n,t.�l�o reaer+.+x�iy sa�o ae�sxn, icqmJp nr�e lSp+n TubE3 An samp�es were taken vnM the atsndaM 2'OD sD1A-tube m Nsalco�*as�523Q'�i:�rvN^2L�i�:t:oo-�.��:.l�vgreve�ax r�rn�u'1•torraic,anf• 52t11R1@r ExCEp�WtIBr2fWtEL1 n PI 2 d$n{}Fid!M n�8K^v! A +w.p � o a>c a a�Macs bekiv. a !,ne j. vi p,as or rn atw„e A �.�e ' POwe�BJgFi DO�In98 wltE 3dv3f10Ed by 4 0�$'diBrt�lEY cO�tmuOuS� a p;�,�,s y�� ,, _„� ��gn1 souO-slem augers Sdi ctassdK:abons and sttala eeplhs were m- �erred trom Wstu�Oed sart�ples aa+aerecl to tne surlaceanrJ ere the�etore � somewnai apprQx,mate Power�qer pa,ngs are oesgnated by ihe i D�@hx B � '.� � Hantl�uger bDrmgS wH!ativanced manualiy wAh a 1 1J2'a 3 i14' :J!� ; d�amete s auger an9 were Gmded to I�e tleptt�from wh.cl,the a�,,ger�pub �' � , � ,�, be manual�y w�itMrown Hand auyer ba�hgs are��d�cateC py tne prefix a x � � � G`I` BPF: Numbers+ndrcate btows per�oot�eCorded�n slsmGBrd penetretron 5 30 � '� � test.a�so►��own as�N'vaiue The yamp�er was set 8'a»o undisturbe�f � � ' i + sal oebw me hoN�r-stem a�c,ger prnmq res�stanoea we�e mert oounted v � 1 tor seccnd and tpmf 6"�ncrements and aadstl tc ge18PF vkiere they � 20 � � O,flered s+gn,fiCannY�St a'e+eRorteO�n the follpyvmp brm ��t 21or ihe A + � � SEGon�a�:Mstl 6 +ncrements �espeC!rrely a ,' G�' MH or oH �p _. WH: tvH mcKaies rhe samp:er penetrated sac unoer we+gnt o1 ham�r 7 ' � � ML o'► OL I 1 ana r.tls a�o�e a��vmg rco;re�uire� 4 a-, � I � wR: V�t��,cf�caees t�e samcNe�PenenateC sa�under we�gnt ot rotls 0 '10 t6 24, 34 40 50 60 70 80 f00 11D a!ane nam�+we�ght and an,nng rw?�equiretl Liquid Litnit{lLy T��Q'�•�s t!^�^wa!tec 1und�sturbeCt�uCe samp4e Laboretpry Tests Note. kit testc�w��t,;n,R��n�ra!aceoroance rvq�appt.cad�eASTM s!a�aards DD D.ry uer,s�ty pc� OC Organ,c co�te °j: WO WEt 6En5ity pCl S P�sfp@nt 0�581 atqn �:� MC Naw�aim;;�sture�onient • SG Snec:r�cqravny LL l�p�uiCli�mA �t C COhfS�'J�'1 p51 Pl PWstK�imd . Q} Anp�ox�nle �fr�t on PI Plasnc�•y ,ntle, , qu V�Ce�hn�e C preSS�ve strergtn R�! P20b �;pH55Mg[OG S�C.'vE qP t�c�Cket penef te�Strength taf Ra.'rG.- � � DI4TE TIME CITY OF ORONO CALLEO IN INSPECTION NOTICE SCHEDULED PERMIT NO. —� � COMPLETED �� O� ADDRESS � �� OWNER TELEPHONE N . CONTRACTOR � DESCRIPTION ��C�( l �f(J'/G�'�� W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION _ ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT ❑ INAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP � ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNEWCONTRACTOR TO MEET YOU:_YES_NO ° co MENTS: ��o e � G�a � , �e � l�f D o�� l u o _ , ,1 � Q? Q'IUl 5 O� ��GIG 0 W � O �v�l;�' Q � � J� � 3 ! v � ❑WORKSATISFACTORY:PROCEED ❑P OJECTCOMPLETE W RRECT VMORK 3 PROCEED ❑I UE CERTIFICATE OF OCCUPANCY O RECTVINORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CONERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pT0 TAKEN INSPECTOFt VYILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � �TATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in a ance. (952) 249-4600 OwnerlContra site: Inspeetor: White CopYllnspecMr's File �anary CopylSite Notiee ��/ � li V �pi'l�11� CtTY OF ORONO �7Z7' cnLLED IN J/A�J-�� nME INSPECTION NOTIC scHeou�Eo � - �-�� PERMR NO�I,l� �/Z�� COMPLETED aouREss a�s�v h�c d us� �� OMINER TELEPH E NO. CONTRACTOR 1 DESCRIPTION �� " � ❑ FOOTINC� ❑ DEMO- INAL ❑ SEPTIC FINAL � ❑ POURED WALL ❑ PLUMBIN ❑ EXCAVlGRADING/FILLINQ Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ iNSULATION ❑ WOOD BURNER/FIREP E ❑COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SRE ❑ SEPTIC INSTALL 2 O�WN�RACTOR TO MEEi YOU:_YES_NO /f �i COMMENT'� �Ov`�'h �2l�� I � �G�IUo 4 �/�'K'1�� ^ �,'{� O��/' ,5�� 1 � 11(l,� J ��°o O�G N � � �ny�s i�S �� ' h � �ccL� s o�/ P� � /7 �l �U Q F Ci'C�� Z Z � �o� COv �tu o �'� � .� �ee� �ccc a y b�e � /�s �f�o� � � Cmrr�C�/' y �e� �e t��i� �r1 �,� W ❑VNORKSATISFACTORY:PROCEED • ��PFiOJECT COMPLETE . � OORRECT W�C 8 PROCEED O�,ISSUE CERTIFICATE OF OCCUPNNCY W ❑ RECT WORIC,CALL FOR REINSPECTION TEMPORARY V BEFORE CdVERINO PERMANENT ❑CpqF�CT UN$AFE CONDI'T10N WITHIN HOURS• ❑p�{pT0 TAKEN INSPECTOR WILL RETURN ❑qTATION ISSUED ❑8TOP ORDER P08TED.CALL INSPECTOH ❑INSPEG`nON REQUIRED.CALL TO ARRAN(iE ACCESS. c.a ror n�e�ext inspect�o�2�►nours� a�,oe. (952) 249-4600 on site: Inspectoe ` wn+c.oovr��+�� c.�.ry covv�sia noea C. - � �- ,.,,p� �'y' D/�E TIME CITY OF ORONO �� (%(/f��i�ED IN � - ` -/ 7 INSPECTION N T E SCHEDULED ��_�� •'� PERMIT NO. co Ereo ADDRESS �� L� OWNER TELEPHONE NO. 7 ��a I J CONTRACTOR �-5 / � DESCRIPTION l�� ty ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATEFi HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ r ❑ DEMO-SITE ❑ SEPTIC INSTALL ? OMINERlCONTRACTOR TO MEEi YOU:_Y _NO � � COMMENTS: � al � NN'��l/1 P,�"� � � o /"CE�� l�1� � �iC�m � ¢ � i �7 ��'/1� W � Q � 2 W � W � J W WORK SATISFACTORY`.PROCEED ❑ PRW ECT COMPLETE � ❑ RRECT WORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECaVERINCa PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. �pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (g52) 249-4600 OwnerlContra site: , Inspector. WhiM CopyAnspecto�'s Flle C�nary CopylSfta Notke ✓ DATE TIME CITY OF ORONO cnLLED IN ' INSPECTION NOTICE scHeou�eo PERMIT NO.�Al(e--�7Z7 coMP�Ereo' �lL �,_ ADDRESS n (.� OWNER TELEP ONE NO. CONTRACTOR � DESCRIPTION ��` �� 4~j ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PIUMBING FINAL ❑ TREE REMOVAL Z ❑ ADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q RAMING ❑ MECHANICAL FINAL ❑ RATED WALLS ❑ INSULATION ❑ WOOD BURNER/FIREP�ACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YiOU:_YES_NO � COMMENT5: � o — � t� afd c�i � � �� 0 W Q 'e `' Q i � � � �i. s �2 2 � '� � � 0 � ❑WORKSATISFACTORY:PROCEED ❑ OJECT COMPLETE W RRECT WORK 6 PROCEED ❑I E CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE CdVERING PERMANENT ❑CORRECT UNSAFE CONDITION WRHIN HOURS. p pT0 TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CI ATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspectbn 24 hours in adv nce. (952) 249-4600 OwneNCorttra on site: . Inspector: YYhite CopyAnapector's Ffle Can ry CopylSite Notiee