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HomeMy WebLinkAbout2015-01451 - new structure t� t ;� � CITY OF ORONO * Z 0 1 5 — fd 1 4 5 1 * • " , 2750 KELLEY PARKWAY DATE ISSUED: 12/15/2015 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 725 SIXTH AVE N PIN : 26-118-23-44-0006 LEGAL DESC : UNPLATTED 25 118 23 : LOT 1 BLOCK 2 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : COMMERCIAL-BUSINESS CONSTRUCTION TYPE : BUILDING UNIDENTIFIED ACTIVITY : 437-NONRESIDENTIAL&NONHOUSEKEEPIN VALUATION : $ 750,000.00 NOTE: SEPARATE PERMITS REQUIRED: PLUMBING,MECHANICAL,SEPTIC BUILDING A NEW WINTER GOLF TRAINING FACILITY � APPLICAPIT PERMIT FEE SCHEDULE 4,942.42 STATE SURCHARGE(VALUATION) 375.00 RMB BUILDERS LLC TOTAL 5,317.42 2315 SPRUCE PL WHITE BEAR LAKE, MN 55110- Payment(s) (651)239-5387 CREDIT CARD 1169 5,317.42 Minnesota State License#: BUIL-BC415614 OWNER Spring Hill Golf Club 725 SIXTH AVE N WAYZATA, MN 55391- AGREEMEIYT AND SWORN STATEMENT The work for which Ihis 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 l80 days of the date of issuance,or if construction is suspended for a period of 180 days at any time afrer work has commenced. The applicant is respon ible for assuring all required inspections are requested in confo ce with the State Building Code.This permit may be revoked at any t or due cause. � � � � � � /���5 �� 5 Applic Permitee Signature Date Issued B gnature Date r ' Y � / 1 , � /`//�� � � � City of Orono �v `� , �� . r3� 7 Building Permit Appl�cation � for New Structures or Additions Mailing Address: Permit number. Z `(X� ��� PO Box 66 ; �\ Crystal Bay, MN 55323-0066 Date received: / — z-� � 1 Street Address:� Received by: - " ' �y,' 2750 Kefley Parkwa . "y ' �- (�� �er►review fee: _� .Z/ � 3(� F Orono, MN 55356 _ '__.__ ._.��� _��.f � k'Fswo E Main: 952-249-4600 Total Fee `" Fax: 952-249-4616 www ci or;sr�o rnn_us r ' }� � This application form must be completed in full and all required information mus e submitted. Incomplete applications will be returned. (P/ease print) GENERAL INFORMATION: Job Site Address: 72`� �,� f�- �t��-�- Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? Yes No If yes,a specia/event permit is required with Police Department and City Council approva/60 days prior to the event. Shuttle bus service wil!be required unless applicant demonstrates su�cient on-site parking is available. Non-permitted events will not be a/lowed. CONTRACTOR/APPLICANT INFORMATION: � Name: ��►3 ��>��--�-R S L.LL . _)� ��--i►�-ia - State License# L -- Expiration Date: Phone: cell - -. Z � - S 3 office - Z �` - Mailing Address: - ,c �,n,� Ci : k-'j �- bk.� j,� IP: Contact Person: • p,-R,;r�-}- Applicant is: ontracto / Homeowner (Circle One) Email and/or Fax: rrrt l�h „ Id��51 I L � a�et, / t c'� PROPERTY OWNER INFORMATIO,�I Name: �:i���^��-- N1l.l, �(3i-+` �s.�:�� Phone (daY)� ��c;L-47i� -4��7�_ Address: -- r•- p.v� ,� c� : i�w�z�r�- z�P: �3� �L� % Email and/or Fax �--� ��-��f�v�c�v�i 11�c' • Co r--� __- -_ . V J ARCHITECT/ENGINEER INFORMATION: Name: �I-�-c�vv.,i.'��,�.5 ri�i� '1��-�3�J�u'1.c - �(Z��i-�rlcz� �5,� Phone(day): �-43-� (�Z- '�4-t_l� Address: L���-�-in.t�-c+ti.3 ��t...v �I I ( Ciry:��r� -� ,y ZIP: 2 1 ZS p Email and/or Fax: hCi�_ ('i.C�.ht�►m 3r�i�« r c,,,,., < � PROJECT INFORMATION: Descri tion of ro"ect: t.(:a►n�r-�aZ G� - tAyr.�r��L �. L, )v 1.Type of Project 2.Proposed Use 3.Structure Type 4.Sewage Disposal& New Construction ❑Sin le Famil with �Nater Supply g y ❑Accessory Bldg./Garage ❑Addition attached garage ❑ Deck ❑Accesso Buildin ❑ Public Sewer ry g ❑ Single Family with ❑Office/Commercial ❑ Relocation detached garage ❑ Residence �Private Sewer ❑Other: (specify) ❑Multiple Famity/Condo ❑ Retaining Wall(s) ❑Public 4-feet or greater ❑ Public Water *"Any earth movement may require ❑Commercial ❑Storage MCWD review 8�permits. ❑ Industrial ❑Warehouse '�Private Well Minnehaha Creek Watershed District(MCWD) [�pther: (SpeCify) �Othe�(SpeCify) 15320 Minnetonka Blvd �'�u�� (+1�'�� Minnetonka,MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.or Estimated Construction Valuation (excluding land) $ 7'� .�p() Packet Last Updated: August 2015 Page 21 , � , , ,�"fRUCTURE INFORMATION: � '1.StrucXure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction i a. Length(ft.)= �_ Number of bedrooms=�P'�' Wood/Frame ! b.Width (ft.)= � Number of garage stalls: ❑ Masonry Areas in spuare feet Attached= �[J.�' ❑ Metal TT ❑Pole Bldg. c. Basement= Detached=� ❑ ICF ry = z�y' - i . d. 1St Sto � , , ❑ On-site Prefab e. 2"d Story= ❑Off-site Prefab f. '/z Story = ❑Other(piease specify): g.Total Area= �� REQUIRED SUBMITTALS: Atl of the information must be submitted in order for our application to be processed: Not Enclo d A licable ❑ Buildin Permit Escrow A reement and Fees ❑ Plan Review Fee ❑ Com leted A lication Form ❑ Pro osed Buildin Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8'/2 x 11 set ❑ ❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements ❑ Surve —2 full size, to scale meetin ALL surve re uirements ❑ Hardcover Calculations ❑ Se tic S stem Certification � Minnehaha Creek Watershed District(MCWD)Permit or Documentation from MCWD statin no ermit is re uired ❑ Landsca e Walls and/or Retainin Wall Plans ❑ Stormwater Pollution Prevention Plan SWPPP ❑ Access Permit ❑ Data Privac Adviso Form APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of 5500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so,the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information, the application may not be issued. • Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000 escrow to ensure comp t n of the as-bullt survey and all site improvements. �� ApplicanYs Signature: Date: /'r�Z � � Owner's Signature: Date: � J Z � Packet Last Updated: August 2015 Page 22 � � . PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: � � S( �V�. � Permit No.: ?��5 � ��TJ� Description of work: TI�tKi Date Rec'd: � � ' �Z ' �rj C � Septic review by: Date Approved: �2 � � Zoning review by: Date Approved: � L � �� � i Building review by: , Date Approved: �� / � �7J Grading review by: ��-- Date Approved: /d,�.�/,.� Zoning District: Zoning File#: (S'��2�� Reso#: Reso Date: Zoning: Lot Area: SF/AC Width: Lot Coverage: SF % Survey Submitted: �Yes 0 No Date of Survey: li ' � � ' �� Revised date(?): (/ � Landscape plan submitted? �Yes 0 No Landscaper: Pro osed Setbacks: Front e) Rear(Street) ( N S E W j ( N S E W ) Other Buildings Wetland Side Side ' N� � Defined Height: Peak Height:_� FFE: FFE minus 6 feet= (Existing Contour) Perimeter(linear feet)= 50%= L.F. below grade Basement? � Yes � No, Stories FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION: The distance between the lowest proposed Slab at or above grade— START W ITH floor(of the basement or crawl space)and measure from hiahest existinq the highest point of the roof. START WITH ra ade to the highest point of the roof even if fill was brought in to elevate home. If you have a... SUBTRACTION • GABLE OR HIPPED ROOF(no Slab below grade—measure (BASED ON windows): Subtract half the distance from highest existing grade to the ROOF TYPE) between the highest point of the roof hi hest oint of the roof. to the low point of the corresponding If you have a... gable or hipped roof SUBTRACTION ' GABLE OR HIPPED ROOF • GABLE OR HIPPED ROOF(with (BASED ON (no windows): Subtract half windows): Subtract half the distance ROOF TYPE) the distance between the between the top of the highest highest point of the roof to window and the highest point of the the low point of the roof corresponding gable or hipped roof • ALL OTHER ROOF TYPES(flat, . GABLE OR HIPPED ROOF mansard,etc):No subtraction. (with windows): Subtract SUBTRACTION Subtract the distance behveen the half the distance between (BASED ON basemenUcrawl space floor and the the top of the highest EXISTING highest existing grade adjacent to the window and the highest GRADES) foundation OR 10 feet(whichever is less). point of the roof • ALL OTHER ROOF TYPES (flat,mansard,etc):No EQUALS Deflined building height subtraction. Deflned building height EQUALS Updated: October 2015 z:\forms\plan review checklist 10-2015.docx Shoreland District MCWD Permit Average Lakeshore Setback g�uff Met? ¢'Yes 0 No Permit Number: 0 Yes � No N/A � Ye No � � N/A—see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required circle one % and sf %and sf Z•'1j$'O70 Z,��'j0 0 Yes � No � Yes � No 1 2 O3 4 5 ���'� rJ'g� S i �Z.��7 7� TYpe�s�� Type�S�� Fees to be Char ed YES NO Permit Plan Review 1/� State Surcharge (/` Investigation Fee SAC—Number of SAC Units Other(specify) S uare Foota e $ er S uare Foota e Basement X = $ 1 St Floor X = $ 2nd Floo� X = $ Garage X = $ Estimated Construction Value: $ �� � � Orono Inspections Required Work Requiring Separate Permits �(Footing 0 Site Plumbing 0 Grading/Filling � Poured Wall �.Silt Fence/Erosion Control Mechanical 0 Fire 0 Foundation Survey 0 Hardcover Removal Septic 0 Water Connection 0 Foundation Waterproofing 0 Other(specify) � Fireplace 0 Sewer Connection Framing � Masonry 0 Lawn Irrigation Insulation � Mfg. 0 Landscaping 0 As-Built Survey 0 Other(specify) �Final � Lathe Required State Permits � Other(specify) 0 Well 0 Electrical REMARKS (in-house): OFFICIAL REMARKS-TO BE NOTED ON PERMIT AND INITIALLED: �See Builder Acknowledgement Form - tions m . Updated: October 2015 r\fnrmc\nlan raviaw chor41ic4 1f1_9M.ri rinev 1 . � � Builder Acknowledgement Form 725 Sixth Avenue North /#2015-01451 Builder Permit Conditions Initials Schedule a minimum of one hour for the framing inspection. Erosion control mechanisms must be installed and inspected by the City proper to any land disturbing activities. The contractor must provide a /� minimum of a 24 hour notice prior to inspection. � Erosion control shall be installed and maintained throughout the entire � project and must remain until vegetation has been established. \ ! No underground sewer within 20 feet of well. �--�\ \ � Prior to the issuance of a Certificate of Occupancy an as-built survey must � be submitted and approved. In the event of winter or other unfavorable weather conditions (which prevent the completion of the exterior improvements and/or as-built �� survey) a Temporary Certificate of Occupancy (TCO) may be necessary. A TCO requires a $10,000 escrow. Advisory Comments Any changes to the exterior/landscaping improvements, i.e. patios, grading, sidewalks, retaining walls, etc. not currently shown on the approved survey �� and landscaping plan will require a separate Zoning Permit application to be submitted and approved prior to the work commencing. Any retaining walls that are over 4-feet in height or tiered walls not separated by twice of the height of the lower wall require engineered plans � and a building permit to be submitted and approved rp ior to construction. � W:\Street Files\Sixth Avenue\725\Builder Acknowledgement Form 2015-01451.docx � � , Roger Peitso From: Rich Crook<rcrook@chambersusa.com> Sent: Tuesday, December 08, 2015 9:36 AM To: Roger Peitso Cc: Tim Johnson (timj@springhillgc.com); Dick Heise Subject: RE: Training Facility Attachments: City of Orono 12-08-15.pdf Hello, Roger, Attached is a response letter per your request. If you need any further information please reach out to me at any time. Thank you, Rich Crook, Assoc. AIA ASSOCIATE ARCHITECT CHAMBERS 360°CLUB PLANNING&DESIGN 443.602.3429(direct) 410.727.4535(main) 410.727.6982(fax) Our Mission To work in partnership with each of our clients to infuse their commitment to quality, service excellence and value into every aspect of the club environment and member experience. EXPERIENCE,CHAMBERS. CHAMBERSUSA.COM From: Tim Johnson [mailto:timj@springhillgc.com] Sent: Monday, December 07, 2015 4:53 PM To: Rich Crook; Dick Heise Cc: 'Roger Peitso' Subject: FW: Training Facility Rich, Dick, Roger would like the load calculation and exit calculation for the building so he has record where we departed for the one bathroom due to expected use load. A normal document from you is fine for the calculations. Roger-Please feel free to add anything else I missed. Thanks, Tim Johnson Spring Hill Golf Club 952-476-4875 From: Roger Peitso [mailto:rr�eitso@ci.orono.mn.us] Sent: Monday, December 07, 2015 2:50 PM To: Tim ]ohnson � 1 1 Cc: ]eremy Barnhart ` 3ubject: RE: Training Facility Tim, Sorry about the 2"d email I have just read the architects email, we need to address these points from my review letter. 2. I do not have page A2.10 in the documents provided for review as well as the civil plans as I stated in my first e-mail. 4. I will attach a copy of the specifications for the accessible parking sign to the plans. It appears I did not state my request so it would be understood,we still need the location of the sign. 6. I don't have an amended hard copy of the page A3.20 I will attach 8.5 X11 copies of the changes to the plans. I received the hardware specifications, it looks like there will be a thumb turn for the front door.This door will need to be labeled with 1" high contrasting lettering "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" Please provide hard copies of all missing pages. 2 full size sets and 1 set 11X17. Any questions please don't hesitate to call. Tha n ks, Roger From:Tim Johnson [mailto:timj@sprin�hill�c.com] Sent: Friday, December 04, 2015 9:48 AM To: Roger Peitso<rpeitso@ci.orono.mn.us>; 'Dick Heise' <dheise@chambersusa.com>; Ryan Barth <rmbbuildersllc@�mail.com> Subject: RE:Training Facility Roger, Please review the response and detail from our Architect addressing your questions. Additionally, I included our projected use summary that we presented to The City of Orono to address the bathroom and building use. Not addressed in the Architects response are the following: 1) Onsite Inspection of Materials-Will be completed by Braun Intertec, Minneapolis. http://braunintertec.com 4) Accessible signage, location-Our plan was to use a D9-6, 18"x18" placed in the location shown on page 7 of the Civil plans that you have. We are willing to use whatever signage the City of Orono would request. 5) Emergency Lighting is reflected in the plan. We currently use Nardini Fire Equipment at the clubhouse location for supply and annual testing. They have our floor plan and have been hired to install and maintain the equipment in the practice building. 7) All subcontractors are aware of required permits. If you need any further information, please feel free to contact me or any of our construction team members. Thanks, Tim Johnson Spring Hill Golf Club 952-476-4875 2 � From: Roger Peitso [mailto:r�eitso@ci.orono.mn.us] Sent: Tuesday, December 01, 2015 9:53 AM To: timj@springhillgc.com Cc: dheise@chambersusa.com Subject: Training Facility Tim, Attached is a copy of my review letter, I have also have copied your architect. Any questions please call. Roger Peitso Building Official City of Orono Phone: 952-249-4600 Direct: 952-249-4625 Email: rpeitso@ci.orono.mn.us Fax: 952-249-4616 t1aN� .� , �� '�����',�i�iw`�` 3 � Roger Peitso From: Roger Peitso Sent: Monday, December 07, 2015 2:50 PM To: 'Tim Johnson' Cc: Jeremy Barnhart Subject: RE: Training Facility Tim, Sorry about the 2"d email I have just read the architects email,we need to address these points from my review letter. 2. I do not have page A2.10 in the documents provided for review as well as the civil plans as I stated in my first e-mail. 4. I will attach a copy of the specifications for the accessible parking sign to the plans. It appears I did not state my request so it would be understood,we still need the location of the sign. 6. I don't have an amended hard copy of the page A3.20 I will attach 8.5 X11 copies of the changes to the plans. I received the hardware specifications, it looks like there will be a thumb turn for the front door.This door will need to be labeled with 1" high contrasting lettering"THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" Please provide hard copies of all missing pages. 2 full size sets and 1 set 11X17. Any questions please don't hesitate to call. Thanks, Roger From:Tim Johnson [mailto:timj@springhillgc.com] Sent: Friday, December 04, 2015 9:48 AM To: Roger Peitso<rpeitso@ci.orono.mn.us>; 'Dick Heise'<dheise@chambersusa.com>; Ryan Barth <rmbbuildersllc@gmail.com> Subject: RE:Training Facility Roger, Please review the response and detail from our Architect addressing your questions. Additionally, I included our projected use summary that we presented to The City of Orono to address the bathroom and building use. Not addressed in the Architects response are the following: 1) Onsite Inspection of Materials-Will be completed by Braun Intertec, Minneapolis. http://braunintertec.com 4) Accessible signage, location-Our plan was to use a D9-6, 18"x18" placed in the location shown on page 7 of the Civil plans that you have. We are willing to use whatever signage the City of Orono would request. 5) Emergency Lighting is reflected in the plan. We currently use Nardini Fire Equipment at the clubhouse location for supply and annual testing. They have our floor plan and have been hired to install and maintain the equipment in the practice building. 7) All subcontractors are aware of required permits. If you need any further information, please feel free to contact me or arry of our construction team members. 1 1 1 � , � • = BOLTON 8� M �N K , I NC� . Consulting Engineers 8c Surveyors '� 2638 Shadow Lane,Suite 200•Chaska, MN 5531&1172 Phone(952)448-8838•Fax(952)448-8805 www.bolton-menk.com December 2,2015 City of Orono Attn: Adam Edwards 2750 Kelley Parkway Orono,MN 55356 RE: Application 2015-01451 Spring Hill Golf Club Practice Facility Engineering Review#1 Dear Adam: As requested,we have completed an engineering review of the documents submitted for the above referenced project. We offer the following comments for your consideration: 1.1. Drainage calculations and corresponding drainage azea map must be submitted to verify stormwater management system sizing. 1.2. Perimeter erosion control measures should be installed by the Contractor and inspected by the City prior to any work. Contractor must provide minimum 24 hour notice prior to inspection. 1.3. The applicant should consider using manufactured inlet protection devices in lieu of the proposed rock sediment traps. Rock sediment traps are more difficult to maintain and can block flow when clogged. 1.4. Siltfence or biologs should be installed upstream on the south side of the proposed basin after rough grading of basin is complete to prevent sedimentation of area. Siltfence or biologs could be removed after upstream area is permanently stabilized. 1.5. The storm sewer inlet to the basin should be revised to be located at or above the high water level to ensure the PVC pipe end does not float due to being submerged during rain events. 1.6. The infiltration media should be revised to consist of a minimum 70%granular material to reduce chance of clogging due to organic material. 1.7. The applicant may be required to obtain Minnehaha Creek Watershed District(MCWD)approval and permitting for their Erosion Control and Stormwater Management Rules. A copy of any approvals or pern►its required should be submitted prior to final approval. 1.8. The applicant may be required to obtain Hennepin County approval and permitting for work within County Right-of-Way. A copy of any approvals or permits required should be submitted prior to final approval. 1.9. The applicant will be required to submit a Maintenance Agreement for all stormwater management structures and facilities. The ageement should define maintenance responsibilities following completion of project, specify types and frequencies of inspection and maintenance activities,and designate who will conduct inspection and maintenance activities. Please let me know if you have any questions or need additional information. Sincerely, BOLTON&MENK,INC. S8C4��J�{J"�i i`�CA.v� 1/ Robert E.Bean,Jr.,P.E. Water Resources Engineer Christine Mattson From: Christine Mattson Sent: Wednesday, December 02, 2015 9:43 AM To: 'rmbbuildersllc@gmail.com'; 'timj@springhillgc.com' Cc: Melanie Curtis; Roger Peitso Subject: 725 Sixth Ave N/#2015-01451 Attachments: SpringHiIIGC-1_2015-12-02.pdf Rya n, Our consulting engineer has reviewed the survey submitted. Attached is a copy of his review letter. Please address his comments/concerns and respond with the necessary information for our review. Don't hesitate to contact us if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono � MN � 55356(physical address) PO Box 66 � Crystal Bay � MN � 55323-0066(mailing addressJ '� 952.249.4620 � 8 952.249.4616 � cmattson@ci.orono.mn.us � �] www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Thursday& Friday, December 24&25,2015 Friday,January 1,2016 Monday,January 18,2016 i �O�V� C ITY OF QRONO � �„ Str�eet Addreu: Mailing Address: Telephone(952)249�600 �. Gti 2750 Kelley Parlcway P.O.Box 66 Fax (952)249-4616 l,qk.�SH��t�, Orono,MN 55356 Crystal Bay,MN 55323 www.ci.orono.mn.ua December 1, 2015 Tim lohnson Spring Hill GolfClub 725 6�'Avenue North Orono, MN 55391 RE: Training Facility 725 6�'Avenue North We have completed a preliminary plan review for the above-captioned project and flnd the following Items that must be addressed in writing before a permit can be issued: l� � s'�:�l �a i�-�-� �/��j �1. Provide Special Inspections form and inspections per International Building Code{IBC)Chapter 17 of the Minnesota State Building Code,signed by all persons involved and resumes of inspectors doing the work. �2' Address departure from calculated occupant loading fior number of bathraoms. / Provide hardware details for all doors interior and exterior. � Provide detail for accessible parking signage and locatfon. � Provide detail for accessib�e signage for bathroom. � Provide location of emergency lighting and fire extinguisher(s). �! Separate permits are required for plumbing, mechanical,septic and electricai is through the � State of Minnesota. Additlonal comments may be identifled following review of updated information. Please call if you have any questions. Regards, Q� � �'� oger Peltso Building Offlcfal Clty of Orono Direct:952-249-4625 Email: rpeitso@ci.orono.mn.us Fax:952-249-4616 CC:Architect, Richard Heise � 1 I � • � City of Orono �oNo, Hardcover Calculation Worksheet � Property Address: s r�� �1 l��� �� �� � �; �CI �'% \�tFSHi� Prepared by: � Date: {��r�'�c�l n anc�, t-7.E- l� 13 t5 Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 2: PROPOSED HARDCOVER In the following table, identify all items of proposed hardcover on the property,keyed by letter to Certificate of Survey (survey must accompany this form).Include all existing hardcove�items that are intended to remain,as weil as all proposed hardcover items that will be added. Use as many lines as necessary to accurately depict proposed hardcover status af the property.For Tier 9 prope�ties,identify any features by letter which are split at the 75'setback line and calculate hardcover uare foota e se aratel for each ortion. Key to Hardcover Item(Describe) Length x Width Total Surve S uare Feet Exa le Ga e 24'x 30' 720 S.F. A sf.I V �. �L_ �t �LF Z'77 S.F. 9 -r � � `t 5� S.F. C t5 r'i 5 � �o'I" 5 S.F. D ,5 . a- 57� � '7/ S.F. E � � � —,3 ' 3�Z S.F. F 1 ' . ` a- �I� 2 3 S.F. G 5 5� ' f S.F. �1 ,c�' , � � 2,�4 S.F. I �..T `�C�..; i � , S.F. � S.F. K S.F. � S.F. M S.F. �y S.F. p S.F. p S.F. q S.F. R S.F. g S.F. T S.F. � S.F. V S.F. yy S.F. X S.F. y S.F. z S.F. 1 Total Pro osed Hardcover / Z �7 d S.F. Excludabfe Hardcover See Ci Code Sec 78-9684: S.F. S.F. S.F. S.F. S.F. 2 Total Excludabie Hardcover S.F. 3 Net Pro osed Hardcover Subtract line 2 from line 1 t2z `7?G' S.F. 4 Total Lot Area — 1 t3 L.DG�Z -' S r� , ���� �d IE C�v Z3 p 8 S.F. Proposed Hardcover Percentage [(3)_(4)] �.S� % Packet Last Updated: January 2015 This is an information packet regarding Hardcover. Every effort has been m���'v�D ensure the accuracy of the information contained herein;however,if any info r nr�cav�isle,�lwith,amu�s,at'theCityf:orJ�theCade,arov'.csiAns+stillPrev NOV 1-6 2015 Page 17 CITY OF ORONO f li 1 . Christine Mattson From: Christine Mattson Sent: Tuesday, November 24, 2015 10:10 AM To: 'rmbbuildersllc@gmail.com' Cc: 'timj@springhillgc.com'; 'dheise@chambersusa.com'; Roger Peitso; Melanie Curtis Subject: 725 Sixth Ave N/#2015-01451 Ryan, Our engineer has performed a cursory review of the plans submitted for 725 Sixth Avenue N and noted: 1.The plan set seems to be missing the Civil sheets: 1.1 Title sheet 1.2 Site information 2.1 Erosion,Sediment control Details 4.1 Utility and Site plan 5.1 Details. 2.Applicant should provide the design data that supports the infiltration basin. Please submit the above information so we can continue our review. Please note additional comments/changes may be forthcoming. If you have any questions, please don't hesitate to contact me. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono � MN � 55356(physical addressJ PO Box 66 � Crystal Bay � MN � 55323-0066(mailing addressJ '� 952.249.4620 � 8 952.249.4616 � cmattson@ci.orono.mn.us � �www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Thursday& Friday, November 26&27,2015 Thursday& Friday, December 24&25,2015 Friday,January 1,2016 1 , . . � City of Orono , �o� Hardcover� Cafculation Worksheet � �j Property Address: ����.,�, �,���1 ��, C� \�4'FSHO�t`� Prepared by: � �� • ,.1�, -�, Date: �� �� �5 � ,�r a t r�. a„I v'..�, �.�. Stormwater Quality Overiay District Tier:(Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 1: EXISTING HARDCOVER fn the following table identify all items of existing hardcover on the property, keyed by letter to Certificate of Survey(survey must accompany this form). Use as many lines as necessary to accurately depict existing hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and calculate hardcover square footage separately for each portion. Key to Hardcover Item(Describe) Length x�dth Total Surve S uare Feet (Exampte (Garage) (24'x 30') (720 S.F.) A G 8 � s__ 1��v61.�lb a?�enta in�D VA iR 1�£ Z'7T S.F. B r V� / g 5 S.F. C Sc Z 3S S.F. D S 7/O S.F. E �x i L �GS—3 S.F. � 8.�. G S.F. H S.F. I S.F. J S.F. K S.F. ti S.F. M S.F. N S.F. O S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. U S.F. V S.F. W S.F. X S.F_ Y S.F. Z S.F. 1 Total Existin Hardcover S.F. Excludable Hardcover See C' Code Sec 78-1684: S.F. S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover S.F. 3 Net Existin Hardcover Subtract line 2 from line 1 � / S.F. 4 3dtati 1�th Area — ti aLt%G SC Z ' � +�i'�'� S.�. Existing Hardcover Percentage [(3)+(4)] -Z,, ?,(� % (Proposed Hardcover next page) Packet Last Updated.• January 2015 This is an information packet regarding Hardcbver. Every eSort has been m�r��EIVE D ens�re the accuracy of the information oontained heriein;i►owever,if any in not consistent with provisions of the City Code,the Code provisions will prevalL Page 16 NOV �6.2015 CITY OF ORONO DATA PRIVACY ADViSORY In accordance with Minnesota State Statute 13.04 Rights of Subjects of Data, Subd. 2, "Tennessen warning", we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: 1. The information you furnish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data, but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve, some information may become public. 5. You have certain rights under Minnesota State Statute 13.04(see following page)to review private data on yourself. 6. Your full name is required to process this application or permit. �w.n�►��`-C C��— ..Jo�-�'''`�z"'� First Middle Last � �t,� C.7�A��rc�►`z l..h-�� t� Address ���rnn���- YYl r�J ��� `�SZ-4 7� - 9�8 l��— Ci� State Zip Phone t understand my ight as stated above. Signature Packet Last Updated: August 2015 page 7 ' x �.� , Christine Mattson From: Elizabeth Brown [EBrown@minnehahacreek.org] Sent: Wednesday, April 08, 2015 8:52 AM To: Christine Mattson Cc: Courtney Hall Subject: RE: 725 Sixth Ave N/#12-348 Hi Christine, Just wanted to follow up with a confirmation email. I apologize for the delay in getting back to you about 12-348—this project has a complicated history and it took awhile to work through all of the details. In short,the WCA side of the project is incomplete(a 1997 on-site wetland replacement still needs to be closed-out; additional buffers need to be declared; buffer monitoring reports need to be submitted) and a final MCWD inspection needs to be conducted to close out the erosion control side of things,too. We will be noting these outstanding items in our correspondence with Spring Hill about their new environmental education center permit application. It was good to connect with you and I'm sure we'll be in touch again soon! Have a great morning, Beth Brown Permitting Technician Minnehaha Creek Watershed District ebrown@minnehahacreek.or� 952-641-4504 MIWN�NAHA CREElC YVAt�R$FlEQ DISTBI�T From:Christine Mattson [mailto:CMattson@ci.orono.mn.us] Sent:Thursday, March 19, 2015 2:40 PM To:Amanda Bednar Subject:725 Sixth Ave N/#12-348 Hi Amanda, Can you tell me from the MCWDs perspective if the Spring Hill Golf Course has completed their project on the 13th hole? MCWD permit#12-348. Thanks! Christine Mattson Planning Assistant City of Orono 1 r ��� r , e 2750'Kelley Parkway � Orono � MN � 55356(physical addressJ PO Box 66 E Crystal Bay � MN � 55323-0066(mailing addressJ '�' 952.249.4620 I 8 952.249.4616 � cmattson@ci.orono.mn.us � � www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Monday, May 25,2015 2 � i. � C HAMBERS ., DIANNIt�G SPRWG H[LL TRAlN1NG FACILITY - ARCN�TECTURE INTERIOR OESIGN PROJECT LOCATION: 725 6T"Avenue North PuacHas�N� DATE&TIME: December 08,2015 Re:Spring Hill Training Facility load calculation and exit calculation. Roger Peitso Building Official City of Orono Below are the requested calculations for the Spring Hill Training Facility. Business Group B(Section 304.1 IBC) Training and skills development not within a school or academic program. Occupant load calculation per room: Studio#1- 1 teacher, 1 student=2 occupants max. Studio#2- 1 teacher, 1 student=2 occupants max. Studio#3-1 teacher, l student=2 occupants max. Office-1 occupant Club Repair Room-1 occupant Great Room (Putting Green)=3 occupants max Great Room (Lounge Area)=4 occupants Total calculated occupant load=l5 Occupants Exit Requirements(Section 1005.1 IBC) Minimum required-1 exit with a minimum width of 32 inches. Proposing-2 exits 35 inches wide each. Minimum number of required plumbing fixtures(Table 2902.1 IBC) Minimum required- 1 water closet per first 25 occupants, 1 lavatory per first 40 � occupants and 1 drinking fountain per 100 occupants. Proposing-1 water closet, l lavatory and 1 drinking fountain. � If you have any questions regarding this letter please feel free to contact us at any time. Thank you, Chambers I800 Washington Boultvard•Suite 111 Baltfmore AAaryland 2Q30 USA 4W.727.4535 CHAMBER5USA.COM .t � �'��'�," �''�� CHAMBERS ' F�AKk�f`G SPRING HILL TRAIIVIIVG FACILITY HARDWARE DETAILS '' ARC►��TECTURE INT@RIOR OESIGN PROJECT LOCATION: 725 6T"Ave. North -------- -- DATE&TIME: December 03,2015 PURCHASING Set 1:Door#1046 3 Hinges 1 Pull 1 Push 1 Closer 1 Kick Plate Set 2: Doors#104A, 1006 3 Hinges 1 Rim Cylinder 1 Closer 1 Kick Plate 1 Threshold 1 Sweep 1 Panic Device 1 Deadbolt Gasketed Set 3: Doors#101A,102A,103A 3 Hinges 1 Rim Cylinder 1 Closer 1 Kick Plate 1 Transition Strip 1 Sweep 1 Door Stop Gasketed Set 4: Door#111 � 3 Hinges 1 Privacy Rim Cylinder , 1 Kick Plate 1 Closer 1800 Washington Boulevard �SuiM IH Baltlmore Maryland 21230 USA 410.727.4535 CHAMBERSUSA.tOM . 4. , , , • Page 2 � Hardware Details ' Set 5: Doors#105, 106A,110A, 1066 3 Hinges 1 Privacy Rim Cylinder 1 Kick Plate 1 Door Stop Set 6: Door#1106 6 Hinges 1 Dummy 1 Deadbolt 1 Rim Cylinder 1 Astregal 2 Sweeps 1 Threshold Gasketed Set 7: Door#100A 6 Hinges 2 Panic Devices 2 Pulls 2 Closers 2 Kick Plates 2 Sweeps 1 Threshold 1 Astregal Gasketed C H A M B E R 5 U S A . C O M � CROWN MOULDING DETAIL sE,�, 02 3.a�,_o. — ���������, T COLUM �RO A. 4 o � ' — — "' I � 2-B — � 2_g• � Ns.f69t1 � _-_ N � �� —-—- 1 _o. � I � I \ �°�„�q�� m � I � � � � ����N� � I CHAMBERS � I I �iA-'s— I ARCH�TECTYRqL ASSOCIATES � LING Y 1' 0" / 'CEILI�NG °o I � 'C3E_ C i � PLANNING ---_ I 1 `I I / ARCNITHCTURB CEI NG \ DOWNSPOUT IN7ERIOR CESION 13' 8' -—' / m - . WRCNASIN6 i I � m 2�_6• 3 W Y U I � I 7'-0' ARCHITECI'&IN1'ERIORS e � CHAMBERS `� 8'-6j'4� 8�-6)'4 8�-6)'i 8�-BYi '� 3'-6` g�_ a 1800 WASHINGTON BLVD. � � _ _ � S[IiTE I l l —-—- —-— -—- - -� -—- BAI.TIMORE,MARYI.AND 21230 I � � ._ -� � �— = — — EM GENCY E0. E0. PHONE:(410)727-4535 i COLUM 11'-0' o� GH71NG M RG NCY FA?C:(410)727-6982 GH11NG � °� STRUCfURAL ENGINEER wqv ��R ALI�N STRUCTURAL,INC. 241 CLEVELAND AVE.SOUTH i i i N � N SLTITE B7 � � 1 � � ( � � a' BEADED CEILJNG SAINT PAIJL,MN 55(OS BOARD PAINTED TO PHONE:(651)698-0164(EX7'.16) 3'-9J¢� 3'-9X2' 3'-9Xt' 3'-9�"� 3'-9�' MATCH EXISIING CLUBHWSE � C NG � I � NG � 1 � I NG .o I 12�-8'MIN I 12�-6'AIIN I I I 12�-6'MIN. I 1 � < LED GHT STRIPS I I LED piT STRIPS I LED GHT S7F21PS I � FlNAL LO TION T.B.D. � � FlNAL L TON T.B.D. � / ' FINAL L TION T.B.D. / — '� DOWNSPOUT 1, 'I i / � � \ � / � � � — � � — i � � � � � � Spring Hill Golf Club SPRING HILL GOLF FACILITY _ * , . . # i , � . . �'BEADED CEILING ^ I I I I I / 2-s�I W 1� B'-BY4 8'-BY4 8'-8: BOARD P/UN7ED TO � MATCH E�0511NG io � i � � — — CIUBHWSE I 1� I _—_ __— —'—_ ' _ W � — / a �T COLUM I ` ' � 1 � _ —' I i 1 �� ' ^ CFJ NG I WAY � I 13'-6� I � � io � d � ' � '1 W EAIER C7 � � 1 � z IJGFi G -—- —-—- — 3�-9�� 3._9�. 3._9�. ��,hR /I / I // -- --- -- -- --- -- – W �n 1 I I I /� C ILING i 1 � LING I ' 12'-6'AIIN 12'-6'MIN i \� � 1 _ I —- B —-—- -—-—-� 1 LED GFIT SiRIPS I I LED (�iT STRIPS /I I I ` � flNAI L TION T.B.D. 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'.1: t 1 �1� . � F� �Y _ y!t'._r A ' w<.� .!_. �r ' ������� !���• ������ l�...--.:`::.._ .[..�� ��„�� ���j.?�`_^�.�'���.�i t1��i�iii:'�/� �� �� � � C�••~��.�..�i� ��� I":�"._����'4�i�eR:i�'� ���� � ������� ��� C�".�:'�":"`� �� ' - - ..�:� .� . r�!_.*�'�[—�.Zir� � ..�»�+� � � �e._���.:��_.....::.JlI��.�T.r�� I1''.����� � I_:�."`.'.�..-�`.`'�.`�?+.R._��',."`"-.�'�'."�..r��� � ���� �� _.. �_ ��� ��:..:��='�.."'..�'�.' ..�� ��','."",..���.�'� "'°'� .. �^'�r�1,c'1''.".3:^..3'��iC7i�� !��la:r.����E"�%'��.�'F!'�7 r� .�..: . : � �.r . ��"", _ -�_ . . _'"'"'"�� �"'.'.� �, �. ,: i"""_:�::��^'� G-,�::_: _."`�" � ��w� �� �� ��i�"'.'�!%""""'T.'x'-'''7/. F.''�.'"��"'""""'-%'""""'� _ � _ '-�..�..""'�,'"""":7���w� -.� .. ,.- : �l�"��R`.�:� =�• �_ � t'E+T�1���":Tr1:P'��'i'��l�:��N:+�N�r +�...''� �T�'L"'G�� , ��_ • • �."�G`�'1����'1�. �... - ��'".'� .�%""�'�:'""'""7�� • � . ., .- ��""'"���.^."`'T�F"'�_"'7x, , ; .__ [�':'�'_"'�,"�""'.7���� �����t.�-,':.ct• . . �..�i����; �'��i.�/�Z'7�5�1.`X�� ��.'L'.�%�.� , ����� �� �-/'..����_'�'"_'�ti'Y"""'..�,�...�'a....�;..;,..������'.�..�w'.�`r�' C�."^"'""",,"'"l.'""`` ,.�_"7 - - �=��':�. . ``"���''.�'S.iLr"�u�':�� �. • �',�f''u"�� ,, _ � , • I • • - • • ` . , . , Roger'Peitso From: Roger Peitso Sent: Tuesday, December 01, 2015 1:47 PM To: 'timj@springhillgc.com' � Cc: 'James Van Eyll' Subject: Training Facility and Fire Suppression Tim, I have received your request to use the exemption 1306.0060 of the Minnesota State Building Code in regards to the use of fire suppression for the proposed Training Facility located at 725 6th Avenue North.The Fire Chief James Van Eyll and 1 both agree that the use of this exemption is valid and will be applied to this project only. If you have any questions please call. Sincerely, Roger Peitso Building Official City of Orono Phone:952-249-4600 Direct: 952-249-4625 Email: rpeitso@ci.orono.mn.us Fax:952-249-4616 �N� �,; � I . , ` : 44 suo► 1 . + . � ' , ' ` � � � / E k�t / .}/t t' e4v iY b tF �ti...�: :�„�+.' , �- �� ,: � (�. � 3 f; Spring Hill Golf Club James Van Eyll,Roger Peytso City of Orono 2750 Kelley Parkway Orono,MN 55356 Gentlemen, Thank you for taking the time on Tuesday to discuss our golf training facility at Spring Hill Golf Club. As we discussed,the bu.ilding has been classified as Cnoup B-Business which has provisions for sprinkling these buildings for fire protection. We would ask that you consider Exemption 1306.0060 in the Minnesota.State Building Code for our building for a number of reasons. Please consider the followi.ng: 1) The building does not have access to city water and wili be supplied by a well which constitutes a large installation costs for a small,limited use building, a provision in Minnesota Building Code Exemption 1306.0060. 2) The building is far in excess of the 60 feet of cleazance from public ways or yards spelled out in the Minnesota Building Code Exemption 1306.0060. 3) Our typical use will be 1-2 people in each of three teaching bays which all have 14 foot garage doors out onto the practice facility. Rarely will they a11 be in use at the same time. The building will be available for use Tuesday through Sunday and typically be closed at 7-8:00 PM with no overnight use (Please see attached use estimate that was submitted to the City Council). 4) No flammables or hazardous material will be stored in the building. All normal storage and activities will be out of the existing clubhouse. 5) As Fire Chief Van Eyll stated, access from County Road 6 and our entrance to the facility is good. • Please let me know if you have any further questions, Tim Johnson Sprin�Hill Golf Club 725 6 Avenue North Wayzata,MN 55391 952-476-4875 timj(cr�,springhill c.g com 725 County Road 6 • Wayzata,Minnesota 55391 • Phone: (952)473-1500 • Fax: (952)473-3341 �` � �o�� 6�- , � DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE I�. i SCHEDULED ,�L� PERMfT NO. ' 7`5 COMPLEfED ADDRESS �T�S �, �-fil ��'� 1�.� OWNER TELEP ONE NO���h„ `�l 2- .�5 j� CONTRACTOR � DESCRIPTION a��� /� � f W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ PTIC INSTALL 2 OWNERfCONTiiACTOR TO MEET Y'OU:�YES_NO 3 �— f � � � �i ivic� � COMMENTS: �a^ /d � � / � ,�.��(�Q'� '�(,,' �' .d�P!/' �'I/!/�l/'e�/ �°C� � 0 �O�a �. a� O � W �Q� � Q � W l � ! /�O�Ui � a� � 1��Y�Q�h � ' � /� W t�'WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT VYORK 3 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT VIfORK,CALL FOR REINSPECTION TEMPORARY V BEFORECaNERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REWIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52 j 249-46�� OwnerlContra on site: , Inspector: White Copyllnspecto�'s File Canary CopylSke Notke �� �� ��� r DATE TIME CtTY OF ORONO CALLED IN � INSPECTION N TICE SCHEDULED -�� —��2� PERMR NO. �� �D 5� COMPLETED ADDRESS �2 S ���'� /�-c.� N �� OWNER TELEPHONE NO� �51 ZJ-(�Si 7 CONTRACTOR � DESCRIPTION ��� r_ v� ��� � 41 FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL ❑ RED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE S TIC INSTALL 2 O'WNERICONTIiACTOR TO MEET ll�U: YES_NO c�., COMMENTS: �- � �'�e�b�c�s �' 0�, � � � o � � 0 � �_ .— G2riLt /l0 i� l � � r -� U, vr �� = Q 2 � < � W � J O W� ❑WORKSATiSFACTOFiY`.PROCEED ❑PROJECTCOMPLEfE W ❑CORRECT WORK 3 PROCEED O ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECdVERING PERMANENT ❑CORRECT UNSAFE CONDITION WfTHIN HOURS. p pHpTO TAKEN INSPECTOR WILL RETURN �STOP ORDER POSTED.CALL INSPECTOR �GTATION ISSUED �NSPECTION REQUIRED_CALL TO ARRANGE ACCESS. Cae for the next inspection 24 hours in advance. (g52) 249-460� OwnerlContra on site: Inspector: WAite CapyAnapector's Flk Canary CopyfSke Nodee /\ DATE TIME, CITY OF ORONO CALLED IN INSPECTIO NOTICE SCHEDULED "�-1 � PERMIT N���- ��� COMPLETED ADDRESS �5 ��`�� ' � OWNER ��-���� � �=— TELEPHONE NO. �� - �2� —C�4(� CONTRACTOR �-�� �`^�� �� Z� �l 5 3�� � DESCRIPTION ��s� �-�� ` coi�' C(�b � W �OOTING ❑ DEMO-FI AL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL � OWNERICONTRACTOR TO MEET YOU:_YES_NO c�., COMMENTS: o� � � ��i S. �v✓ ,�ie>S ,�v�r' ,Al�� � o �'GC�r - �Q�� .D /�K - � � Sv•L - dC� ° - �-e� G���,�� - d,�. . W � Q z � �G/ � g -,p r�t%�� Co ✓sf�� �r✓o •� �'r�o�.i� _ W � J W �iIORiCSATISFACTORY:PROCEED ❑ PROJECT COMPLETE WV�CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: Inspector_ � White Copyllnspector's Ffle Canary CopylSfte Notice � _ � ��-e� ✓ TE TIME CITY OF ORONO CALLED IN I INSPECTION NOTICE SCHEDULED ��8/b 9:D"� PERMIT NO. �� �� s�COMPLETED ADDRESS 7�� ���1. � OWNER '" TELEPHONE NO. S�-���5�� CONTRACTOR 1��_ f S ��6 �- � DESCRIPTION �L� -�l.l� 4~j ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ S IC INSTALL 2 OWNERICONTMCTOR TO MEET YiOU�_NO / � C MEN : � � Q' � �!�'tC/�'J � ,�7vd` 9d,tci�"��cu`��vvl 0 � ° � B I't�l CDI��l�` C �r /�Z� W ' � Q Z �¢s d COM!/'-ec ldUy Cmwe� W � W QC � d W ❑WORKSATISFACTOR�F.PROCEED ❑PROJECTCOMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W O RECT VNORK,CALL FOR REINSPECTION TEMPORARY ORE C01/ERINCa PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pH0T0 TAKEN INSPECTOR W{LL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advanoe. (g52) 249-4600 OwneHContra on site: Inspector: Whits CopyAnspecto�'s Fik Cenary CopylSite Notfes �'� � DATE TIME CITY OF ORONO CALLED IN __�___— INSPECTION O�TICE SCHEDU�ED 11 s-�-I��.� PERMIT NO.�'f�-� � ����� coMP��E� ADDRESS �7� �K����� , ��n,, ��.1,I �'�'�) OWNER TELEPHO NO. ����3��� CONTRACTOR � � ��- ��'������ � DESCRIPTION � ly ❑ FOOTING ❑ DEMO- AL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP �4 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL Q OWNERICONTRACTOR TO MEET YOU:_YES_NO � co MENTS: ���R���f'�s�chers a// of� �o �oo�co��ce�-'�� � I / c�rt G `` D l � r� o a' S �i GG� � C C�� CG �l �, � � 4 dr� � e�L o � � W � L t t�l �iG!" � Q � � ,�U�d e r�ss �c ' z � /16 v� Y �G �2 �i a r cu/ �v� .�► �`� w � � J _ _ _ d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPIEfE � ❑CORRECT VYORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY FORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR NIFLL RETURN ❑STOP ORDEH POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-46�0 OwnerlContra r on site: 4 Inspector. White Copyllnspector's File Canary CopylSfte Notiee �� +?��� �� � DATE TIME CITY OF ORONO �� CALLED IN INSPECTION NOTICE SCHEDULED � PERMIT NO. `L OI 5 "O��) COMPLETED ADDRESS �2- � C. 4�[�-In �• OWNER TELEPHONE NO. �5 l Z-3� —��� CONTRACTOR l� Vl�l b B ld rs �; DESCRIPTION �� �a l t� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FIQI Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATEFPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE EPTIC INSTALL 2 OWNERlCONTFiACTOR TO MEET YO�YES_NO c�.� COMMENTS: � a � �z � �-o�y d� ������a l �6���t� �.� y fa��p � o �K ' rv,� � �t�^ ,1�-�� sid • � ('_��- �%•� ;s� �n� u 1leh� ����a�rrf'.� �e�C'r>��c�� 0 � Qo �� yr.,d�� � z W � W � j d ❑ RKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W ❑ RECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ PHOTOTAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (952� 249-4600 OwnerlCon on site: Inspector White Copyllnspector's File Canary CopylSite Notiee ��l `�� � �� TIME CITY OF ORONO cnLLEO IN — INSPECTION NOTI E SCHEDULED o �o _�i .'�� PERMIT NO � S COMPLETED ADDRESS OWNER ELEPHONE NO.���' 3 ' ` CONTRACTOR � DESCRIPTION ``�� - ���'� bra 4~j ❑ FOOTING ❑ DEM -FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADIN /FI ING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION _ ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � SULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT v ❑ FIN L ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET Y�OU:_YES_NO v�i COMMENT5: � W C j O �` � � ° � C�1U'P��/' W ` � Q � � W QC � J O W WORKSATISFACTORY`.PROCEED ❑ PROJECT COMPLETE � ❑CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑WRRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECONERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑pHOTOTAKEN INSPECTOR YVILL RETURN ❑STOP ORDER POSTED.CAII INSPECTOR �CITATION ISSUED ❑INSPECTION REW IRED.CALL TO ARRANGE ACCESS. Cail forthe next inspection 24 hours in advance. (952) 249-4600 OvrneHContra ske: Inspector: � Whits Copyllnspecto�'s Rle Canary CopylSke Notics DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERM�T NO.�.,QI,��� COMPLETED �� , �� ADDRESS 7 Z S� Cc 'L �., OWNER TELEPHONE NO. CONTRACTOR � DESCRIPTION W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FI�LING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ECHANICAL FINAL ❑ RATED WALLS � ❑ SULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT J FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO c�., COMMENTS: ¢ a j l Lt rr/dy J n� o �� � a�t r p / �l ��d�f o ✓� G�t � n o -W Q �i,t '' h — ' '' Si ,. a y,C, z 3 • �� W �P�li/'�C.t S ��Q r^ �l.t�U!/�{.� J�[.tI^KGh�' tR�'�— � J O W� O WORKSATISFACTORY:PROCEED ❑PROJECTCOMPLEfE � ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY � RRECT WORK,CALL FOR REINSPECTION TEMPORARY FORE COVERING PERMANENT O CO RECT UNSAFE CONDITION WITHIN HOURS. p pH0T0 TAKEN INSPECTOR WFLL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 2a hours in advance. (g52) 249-4600 Owner/Contra on site: Inspector: , White Copyllnapector's File Canary CopylSits Notiee DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. - COMPLETED � ADDRESS OWNER TELEPHONE NO. CONTRACTOR � DESCRIPTION W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL � ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEEf YOU:_YES_NO y COMMENTS: � �.�•^�''�7/OKS Ge wt���?i'�� srt si��. � o hU�/1�� �. � ° 7��r uru� � � � W Q � /� .� �" Gt � Z �l � GC c c ' -r � � W � j d W ❑ RKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � CORRECT VYORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W ❑ RECT WORK,CALI FOR REINSPECTION TEMPORARY BEFORE CWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALI INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 2a hours in advance. (g52) 249-4600 OwnerfContra on site: � Inspector: White Copylinspector's File Canary CopylSite Notice � f . 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R, � '� /a \ � � OLE 1015A �� �� � PROPOSED L°o �� BOTTOM 1014.0 � WELL LOCAtION � �5 N �� 100 YR HWL 1016.51 � \ ' , iNV 1075.00 � 1' ENGWEERED SOILS) � a � � 6 CY CL3 PoP RAP � /� DRAIN BASIN/2 DR/OfTBASIN�ET \ ` _". .. ��____•• R15Q' V a a (NYLOPLAST-DROP IN GRAlE 1201D1) (NYLOPIAST-DROP IN GRATE 1201D�) V� RE 1028.75 RE 7027.50 � 12•_90•BEND-INV 1025.75 12"zt2'TEE-INV W 1021.50 j'k (�MOVE&REPLACE EXiSTING POWER POLE/GUY 72'z12'TEE-INV S 1024.50 Q'�' VARE h ELECTRiC GATE SERVICE.PROVIDE O<� �F PONER FOR NEW BUILDINC ANO 0.EC7FiIC GATE 72"-90'BEND-INV N 1018.50 h 0 ��� �� .. .. .-._��--:,� ` •.� .... .. � . . .. . �� AND E7(IS11NG ELECTRIC GATE. � v � v � .� 3j ,.�? e 7 � m -� 8.00� � �R 5��4 Z � INY 1021.30 F F � , �� �g N �O � ,�.� � �� 78.91' � 30 lF-4' PVC 30 lF-4'PVC O• Q° .� N 2.0� S O R 3 3 m 1.1 7 R SDR 35 O 7.17% . � h� (INSULA7ED) (WSVLATED) � �j �n-� � � Vl , s.00•I-- � � a w d a�� CLEANOUT/I � e. �a. � . ed . .. � � ge �p PROPOSED SEPTC HOLDING O• � RE 1�30.50 - . I�� �- � d tl.� ' vj c+� TANKS � INV 1022.00 p � . � a . �v�, CLEANOUT/2 �O. 2-1500 GALLON-INSULATED R10.�' e i� p � mp: 5.00� Q nA RE 1028.25 a� a c�i uj o' INV 1021.65 9p' DRAWN BY ,r� a � , " e.. �/„�o � : �p . CJK '� . 10.00�-�a � .�� a � a �M � �° � � DA� � 9.0'�'9.0'.''1 � 3/18/75 � � 9.00'-a 7p0• ' < o+ REVISIONS 0 36.74 �. d 5 0� � �-ae-�s�e va wrtxs� �n , � �, e.. p m�errs o a " 5.p0" (( „ N soYti tN¢o uamtb �� a a , < 15.00' � fl-fl-15 Rl11gD 9Y VLW � a. o-� . �o . . ,-�. 5.0�� � a 1 � T� a p� � 28.43'-� T � �' 'o. , � -' n� N a . . J �O � W N r� 0 m N �� �� m ui g �' CAD FiIE N DRAIN BASIN �1 D�EPTEFmdINED W17H MECHANIOCAAL CON7RACTOR. � 8519-40U m .,... , . --., � _..,.. .. (NYLOPUST-DROP IN ORATE 1201DI) ����T PROJECT NO. a ��� , ; ,�� l ' R� 10�28.� g_ J ND-INv�02500 SEWER AND WATER SERWCE LOCAiION. 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