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Home My WebLink About2011-01182 (in ground pool) " CITY OF ORONO PERMIT NO.: 2011-01182 ` 2750 KELLEY PARKWAY ORONO, MN 55356- DATE ISSUED: 10/13/2011 952 249-4600 FAX: 952 249-4616 ADDRESS : 3510 BAYSIDE RD PIN : OS-117-23-13-0016 LEGAL DESC : AUDITOR'S SUBD.NO.203 : LOT 000 BLOCK 000 PERM[T TYPE : ACCESSORY STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : POOL- IN GROUND ACTIVITY : 329-STRUCTURES OTHER THAN BUILDINGS VALUATION : $ 15,000.00 NOTE: *AS-BUILT SURVGY REQUIRED PRIOR TO ESCROW RELEASE * ADMINIS`�RATNG APPROVAL PER 78-1279 AllV. PLAN RGVIEW$172.58 YD 10/4/I 1 2011-01181 ESCROW$2500.00 PAID 10/12/11 BY GRGGG LARSEN CK 2187 APPLICANT PERMIT FEE SCHEDULE 265.50 PERFORMANCE POOL&SPA STATE SURCHARGE(VALUATION) 7.50 1890 WOODDALE DRIVE TOTAL 273.00 WOODBURY, MN 55125 (651)731-3440 OWNER LARSEN, GREGG & STEPHANIE 3510 BAYSIDE RD LONG LAKE, MN 55356- AGREEMENT AND SWORN STATEMENT "I he work tor which this permit is issued sha(1 be performed according[o the approved plans and specitications,applicable City approvals,and the State E3uilding Code. This permit is for only the work described and does not grant permission for additional or rclated work which requires separate pennits. All provisions of laws and ordinances governing this type of work shall be compied wilh whether or not specitied 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 l80 days at any time after work has commenced. The appl responsible for assuring all required inspections are re ed in co Yonnance with the State Building Code.This permit may be re ed at i time for due cause. � I � �� /D � l� � �/ Applicant Permitee S gn ure Date Issued Signature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. ,�... , ,0��1 �� , a�' ,, � �� c � � City of Orono �`' �a73oD � Building Permit Application for a Swimming Pool Mailing Address: Permit number: 076//—D��L O�,�O PO Box 66 Crystal Bay, MN 55323-0066 Date received: ��"�— �f `�\. � ,� �`��r s�;,�, �� Street Address: Received by: �'.�, ,��,�� Gti 2750 Kelley Parkway Plan review fee: /7Z.�J� t�kESHOg'� Orono, MN 55356 �n��_��►� --- 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: �j�U �A � � , CONTRACTOR LI ANT INFORMATION: Name: � �,�K � ��:I'� State License# � Expiration Date: Phone: (b�i 1 �', 39�1� Fax: (L�,�I�31-4�3`�Z Address: � S : $'�U ' Cit : ZIP: Contact Person: I-�C�,. �,��,�,��..` Contact's phone number ` .: Email �G��,�1,t,�L @CL,•,�yzSr� t�� Applicant is: ontractor � omeowner (CircleOne) PROPERTY OWNE INFORMATION: Name: .E Phone (day): � � � Mailing Address: 35 U � QG - ZIP: S' Email and/or Fax ENGINEER INFORMATION: Name: Phone: Address: City: ZIP: Email Fax: PROJECT INFORMATION: 1. Pool Dimensions: 4. Accessory to: 5. Pool Type: 6. Sewage Disposal & � X �� feet Water Supply Single Family ❑ Above ground (�Public Sewer 2. Heated? Multiple Family/Condo In-ground ❑ yes �no ❑ Private Sewer ❑ Public ❑ Other(specify) 3. Excavated materials will be: ❑ Commercial ❑ Public Water ❑ Industrial ❑ removed from site 6. Retaining Walls? ❑ Private Well �used on site ❑ Other: (specify) ❑ yes �no ❑ Other: (specify) Height Total Cubic Yards c.� Estimated Construction Valuation $ ��,(''� Last Updated: 10/28/2010 - 7 - � � REQUIRED SUBMITTALS: � All of the information must be submitted in order for your application to be processed: N ot Enclosed Applicable ❑ Permit Application ❑ Plan Review Fee ❑ Pool Plans ❑ Surve includes radin plan ❑ Hardcover Calculation Worksheets ❑ Erosion Control Plan or cop of MCWD Permit ❑ ❑ Septic S stem Certification ❑ ❑ Wetland Buffer Improvement Plan ❑ ❑ Escrow& Escrow A reement ❑ ❑ Other ❑ ❑ Other ❑ ❑ Other ❑ ❑ APPLICANT ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Planning &Building Departments; • 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; • 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 permit may not be issued. Applicant's Signature: Date: �G��/� 1 �— Owner's Signature Date: Pr pared By: P�RFOf�lt�4NCE s I ;�� ---, i - dF _ - . � i : ��.� GARAGE i i P rformance P I & Spa i 1 90 Woodda Drive oodbu ry, 55125 ( 51) 731 440 51) 73 - 8372 Fax = ttn: n Ronsberg 0 o e Owner : a Larson HOUSE 510 Bayside Rd. PID 0511723130016 � Orono, MN 55356 0 19 -4477 � ,—r-- OI � --Lot.---: ----...._Block..-.._------------------ ..-ision - —� 109.4 � ��i i o Pool Dimensions 115.1 i � Width X Length - Pool ( 20 X 40 ) + DeCk ( 34 X 60 ) Existing Retaining Wall „ ,951.58 _ �"�; TOW 957.0 \`�-----r''""' � ( J�J�J.3�J �Denotes Propoaed Elevation BOW 954.5 5 ; i Prn'" 1 ! X 955.35 Denotes Existinp Elevation I ' � —� Denotes Drainage Dlrection TOW 954.5 BOW 952.0 —)E--�E— Denotes Silt Fence � Scale - 1 Inch = 20 Feet ��--� � Ci Codes/Setbacks � �� Princi al - 1 ' - 1 ' Wate �� Side - 10' Water Rear - 10' Water � E ui ment - 5 ' Lot Line o� Fence - q/� POOL EQUIPMENT Se tic - 10 ' Water Well -20 ' Water Drainfield -20 ' Water �sl - � � � �� Sec. 78-1279. Placement of structures on lots. When more than one setback applies to a site, structures and facilities must be located to meet all setbacks. Structures shall be located as follows: (6) Average lakeshore setback. No principal or accessory structure shall be located closer to the lakeshore than the average distance from the shoreline of existing residence buildings on adjacent lots; except that this does not apply to stairways, lifts, landings and lockboxes. Further, the average lakeshore setback shall apply only to classified lakes and shall not apply to tributaries. The average lakeshore setback line shall be a straight line connecting the most lakeward protrusions of the residence buildings on the immediately adjacent lakeshore lots. a. In instances where the average lakeshore setback can not be met, administrative approval may be granted at the discretion of the planning director provided no lake views of an adjacent lakeshore lot are obstructed and adjacent neighbors provide written approval. (Ord. No. 101 2nd series, § 1(10.56(16)(C)), 2-24-1992; Ord. No. 11 3rd series, § 1, 5-24-2004) Sec. 78-1435. Location. Except as may be specifically provided, no detached garage or other accessory building shall be located nearer to the front or street lot line than the principal building on that lot. Detached garages or other accessory buildings on lots which have frontage on a lake may be located between the rear yards of such lots and the principal building only if setback requirements of section 78-305(b), section 78-330(b) and section 78-350(b) are met Detached garages on lots that have frontage on a lake may be located ten feet from the street or rear lot line when doors face away from the street and an adequate vehicle turnaround is provided on the site. This section shall not apply to lakeshore lots that are divided by streets or private roads or are corner lots. (Code 1984, § 10.03(9)(D); Ord. No. 52 3rd series, § 2, 11-24-2008) . - �,�. Stantec Consulting Services Inc. ,� 2335 Highway 36 West �/ St. Paul MN 55113 � Tel: (651)636-4600 Fax: (651)636-1311 S�111�C �Bonestroo November 30, 2011 Melanie Curtis Planning and Zoning Coordinator City of Orono Post Office Box 66 Crystal Bay, MN 55323 Re: 3510 Bayside Road File No. 193800285.182 File No. 2011-01182 Dear Melanie: We have reviewed the as-built grading plan for the pool constructed at 3510 Bayside Road. The plan was received 11-22-11. We have the following comments with regards to engineering matters: • The as-built plan and grading is acceptable from an engineering standpoint. If you have any questions, please call me at(651) 604-4894 or send an email to darren.amundsen a(�.stantec.com. Sincerely, Stantec �h~� :��-.��_____-_ Darren Amundsen cc: Chris Mattson �,,, Stantec Consulting Services Inc. `/j °' 2335 Highway 36 West v ^ St. Paul MN 55113 �� Tel: (651)636-4600 � Fax: (651)636-1311 5�11�C �Bonestroo October 10, 2011 Melanie Curtis Planning and Zoning Coordinator City of Orono Post Office Box 66 Crystal Bay, MN 55323 Re: 3510 Bayside Road File No. 000139-11000-2 File No. 2011-01182 Dear Melanie: We have reviewed the grading plan for a proposed pool at 3510 Bayside Road. The plan was received 10-7- 11. We have the following comments with regards to engineering matters: • The plan is acceptable from an engineering standpoint. • This project will disturb more than 100 CY of material. Sediment and erosion control information meeting the requirements of Orono's City Code 79-7(c)(2) must be submitted. The minimum $2000 sediment and erosion control financial security should be required of the owner for this permit. If you have any questions, please call me at(651) 604-4894 or send an email to darren.amundsen c.(r�.stantec.com. Sincerely, Stantec %-�; ,_-.��%_---. Darren Amundsen cc: Chris Mattson 2�l l- o << �Z- . . � ORONO COPY July 30, 20ll To Whom It May Concern: As a propeRy owner adjacent to Gregg and Stephanie Larsen's home at 3510 Bayside Road, we support their desire to install a pool in their yard in the approximate location on the attached sketch. ieth B _ .', ivian Bangert RECEIVED /�UG 2 b 2011 CITY pF pRONO , ?�dl - bll $Z 0 RpHp COPY July 30, 2011 To Whom It May Concern: As a property owner adjacent to Gregg and Stephanie Larsen's home at 3510 Bayside Road, we support their desire to install a pool in their yard in the approximate location on the attached sketch. Richard Kyle �� . Kathy Kyl RECEIVED AUG 2 6 2011 C�TY OF ORONO _ _ _______ ____ _ _ _ ______________ ___.____ ____ ___ _______ ____ ____-_l Prepared By: � R N� o "' i w I i , �, a � � ,, , � .�:. _ Gw I �Perf mance Pool&Spa � I 18 Waoddale Drve ; _ o I ioodbury,MN 55125 � , �- --�,T--�-- 1 651}731 -3440 % `�� -�-- , I �'� (651)739 -8372 Fax �� g I� , � /� . Attn.Ken Ronsberg � � � -- ��- I ' __ - --, ; - -. ___ � �I Home Owner: / GARAGE : ' °�' ' -"o ' T --_— _ --- , �_ Greg Larson ; ; a o v o`, � _ _ -- 3510 Bayside R � I ' � 4 , , �X-0 5 � w j Orono,MN 5 56 ! � �;� � , �., I i " _�.s�v o P ''� ' � � _ ---- _ � : � � �1 ' 612�719 477.._.__._ '� � = i -- /� / Lot-_ lock_ _ ._ ___ � � � w: ' ' Subdivisio - i O r 6 � �' � � � a � � � --- - � � i . HOUSE -. .__ _-_� � _ __ - --- --__. 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NG`�- � "' _ r �, ��,, Z , w y, �� a p � __. . / _-___;:_`__ __._ w � Perf4fmance Pool&5pa o� � �1g Wooddale Drive �� o{ --- -- 1_---- dbury, MN 55125 � �� I �, i �1y'�1}731 -3440 "�� (651 i;�1-8372 Fax / �� '� -------- � �_ �"� -r'S ,•� R;fi.Kar Ronsberg / _____.___�._----- --, � ' i �, ' ;•::irner, `- --- GARAG E � o� ; __.�._', �,� H::tr• �o �(i� t atson __.^._�_ i o@ . 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A TOTAL PROPERTY AREA IN ZONE 4877 S.F. B A 0 - s 4877 10 0 = 0.0 °, PROPOSED HARDCOVER IN ZONE A. House x = S.F. Length Width S.F. S.F. S.F. B. Garage S.F. C. Driveway S.F. S.F. D. Sidewalk S.F. S.F. E. Patio/Deck S.F. S.F. F. Landscape S.F. 5.F. S.F. G. Other TOTAL HARDCOVER IN ZONE O S.F_ A TOTAL PROPERTY AREA IN ZONE 4877 S.F. B A 0 - B 4877 100 = O.O$ o . � � �i� - �� :�� . � � . . , �� SETE�CK ZONE: (CIRCLE ONE) 0-75 75-250 250-500' 500-1000 EXISTING HARDCOVER IN ZONE A_ House x = 3387 S.F. Length Width x = S.F. x = S.F. x = S_F. B. Det.Gar/Shed x = 715 S.F. C. Bituminous Driveway x = 4403 S.F. x = S.F. D. Conc./Patio x = 301 S.F. x = S.F. E. Decks x = 652 S.F. x = S.F_ F. Front Porch x = 173 S.F. x = S.F. x = S.F. G. Screen Porch x = 290 TOTAL HARDCOVER IN ZONE 9921 S_F. A TOTAL PROPERTY AREA IN ZONE 48860 S.F. B A 9921 - s 48860 l 0 0 = 2 0.3 0 PROPOSED HARDCOVER IN ZONE A. House x = 3387 S.F. Length Width S.F. S.F. S.F. B. Det. Gar/Shed 715 S.F. C. Bituminous Driveway 4403 S.F. S.F. D. Conc./Patio x = 301 S.F. x = S.F. E. Decks 652 S.F. S.F. F. Porchs 463 S.F. S.F. S.F. G. Pool/Patio 1282 TOTAL HARDCOVER IN ZONE 11203 S.F. A TOTAL PROPERTY AREA IN ZONE 48H6O S.F. B A 11203 - B 48860 100 = 22.9 % . � � ��i - o � �� _ � ` SETBACK ZONE: (CIRCLE ONE) 0-75' 75-250' 250-500 500-1000' EXISTING HARDCOVER IN ZONE A. House x = S.F. Length Width x = S.F. x = S.F. x = S.F. B. Garage x = S.F. C. Gravel Driveway x = S.F. x = S.F_ D. Stoop x = S.F. x = S.F. E. Patio/Deck x = S.F. x = S_F. F. Landscape x = S.F. x = S.F. x = S.F. G. Other x = TOTAL HARDCOVER IN ZONE O S.F. A TOTAL PROPERTY AREA IN ZONE 3548 S.F. B A 0 - s 3548 10 0 = 0.0 0 PROPOSED HARDCOVER IN ZONE A. House x = S.F. Length Width x = S.F. x = S.F. x = S_F. B. Garage x = S.F. C. Driveway x = S.F. x = S_F. D. Sidewalk/Stoop x = S.F. x = S.F. E_ Patio/Deck x = S.F. x = S.F. F. Landscape x = S.F. x = S.F. x = S.F. G. Other x = TOTAL HARDCOVER IN ZONE O S.F. A TOTAL PROPERTY AREA IN ZONE 3548 S.F. B A 0 - a 3548 l 0 0 = 0.0 0 �� 5�, � � � � � � � �' � � � � � � n�� , � � � � c � � -, � � � � N �' � � � -� � �O �tC �- �,�� ' � � �' � � � � � � �° � � �' W � � � � `� N � (° �� --- `�� - " � � � � , c� N � c�� ,x � �� s � � � -P � � � � � � � � �� . �� < , ' � S �'' � C � � o � �� ' 5� � � T � .� � � �, � � � �° - ,� � � � . � �� . � � � � � � S� ,�(� � �� C� � � � � X � N � � t� �,� � �, � � � � � c �► � �� o � 4 � � � � S � � � � � �� n � � � � � c � \ � ,\ � ` � \Q � t� ,� � l� � ' � � � � � � \ W � � � � � \ `� � !' �I � 11W a � � � � W �� Q � � �, .. S � - � ' � � � � � ....j_.... � � . ; • . � • emo To: Finance Department From: Christine Mattson, Planning Assistant CC: Street File Date: 12/5/2011 G/L: 101-22205 Re: Building Permit Escrow Refund Building Permit #2011-01182 pertaining to 3510 Bayside Road is complete. The Applicant, Gregg Larsen, has requested a refund of his $2,500 escrow. The following is attached: • Escrow Refund Request • Email from Bonestroo indicating $287 unbilled WIP on this project • Email from Campbell Knutson indicating no unbilled WIP on this project • Original signed escrow agreement • Copy of cash register receipt showing escrow amount received Mail to: Gregg Larsen 3510 Bayside Road Long Lake, MN 55356 w:\street files\bayside road�3510\escrow refund memo 2011-01182.doc BUILDING PERMIT ESCROW AGREEMENT Orono Building Permit#2011-01182 AGREEMENT made this ��-- day of 0�b� , 20 b� , by and between the CITY OF ORONO, a Minnesota municipal corporation ("City") and Gregg & Stephanie Larsen("Owners"). Recitals 1. A building permit application has been filed for swimming pool located at 3510 Bayside Road the ("Subject Property"), legally described as, see Attachment A. 2. Owners request the City to review this application. 3. The City will commence its review of the application and incur costs associated with said review only if the Owner establishes an escrow to ensure reimbursement to the City of its costs. NOW THEREFORE, THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow Agreement, the Owners shall deposit $2,500 with the City. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the escrow account. 2. PURPOSE OF ESCROW. The purpose of the escrow is to guarantee reimbursement to the City for all out-of-pocket costs the City has incurred (including planning, engineering, in excess of $500, or legal consultant review) or will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the Owners would be responsible for under a building permit application. The escrow will also guarantee reimbursement to the City for all out-of-pocket costs the City has incurred to assure that the work is completed in accordance with the Stormwater Pollution Prevention Plan and the provisions of Orono City Code Chapter 79. The financial security may also be used by the City to eliminate any hazardous conditions associated with the work and to repair any damage to public property or infrastructure that is caused by the work (including planning, engineering, or legal consultant review) associated with building permit #2011-01182 if compliance with the approved building permit is not accomplished. 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners' receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the timeframe outlined in #3 above, shall issue a Stop Work Order until the Owners pay all expenses invoiced pursuant to #3. The City may draw from the escrow account without further approval of the Owners to reimburse the City for eligible expenses the City has incurred. 5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the Owners when the review has been completed and written notification is received from the Owners requesting the funds. 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses incurred by the City exceed the amount in escrow, the City shall have the right to certify the unpaid balance to the subject pr erty pursuant to Minn. Stat. §§415.01 and 366.012. CITY: \CIT O O . By: Its: � � , ' Intemal Use Only: , 0 Original to Planning O Copyto Property Owner �Copy to Street File BUILDING PERMIT ESCROW AGREEMENT Orono Building Permit#2011-01182 EXHIBIT A— Legal Description LEGAL DESCRIPTION: Lot 26 and that part of Lot 27 lying southerly of a line running from a point in the East line of Lot 27, distant 292.49 feet South from the Northeast comer thereof to a point in the West ]ine of said Lot, distant 261.00 feet South from the Northwest corner thereof, Auditor's Subdivision No. 203,Hennepin County,Minnesota. � ------__ _ �, ----- -_. �` �•� _-- �'R'7� l "� �- r-, ,.� a'[ .`.I�i jr� F .f Y _7T t y,�t�,t,� . . .� �t �t�� A. -�F ,•s .� `�� u �+!%�c.�� ..� p R/ �'i � ' � C�:e~.-r ,}y ��R Ca �; ?�' ,au � � :r r _,-� � t� Ca. r �� t �. � :� � �� p !!� ''� ' ti . �,� :U'G_ t: ' � ,; t � �' �,+ � �F,y"+. . � -..,� � �i�i r�.: �,,...1 4' ��'3 . r f:` , `� . _� � �J %�� C�Y.�-�,' f�� .i '� ��. . ..., ' S'�%1-� `:, ;t, ;� '-ti' ,�t,- '�� r` . :_ � � �'�� .r., ny- :.. '<= ., l� "y , f,� ; �� + , r_ 7 1 4r5 � rt� rr•; �� i .> 7f a i,ti �f f .rts ; . � `-� �=' �i!,r ��: ,�' :,a ri�Y✓ i �,- :7 ' ''w i .: y .� . . i ,� ,._ f �,_y y �.� _,i . "'] ��c�_. .. 6 ' t'`, ]�.�., � am ��"� e �,.,, ' •.it "L` n, �_ . - .. . M �' 47-, - ---- >-., `."� Christine Mattson From: Larsen, Gregg J [GLarsen@CBBURNET.COM] Sent: Wednesday, November 16, 2011 2:10 PM To: Christine Mattson Subject: escrow release Chris- i was told to contact you regarding my$2500 escrow you are holding for the completion of the pool at my house located at 3510 Bayside Road. I've been told that the city inspector has completed the final inspection on the pool. I would like to pick up my escrow amount of$2500. Please advise me as to how to make that happen. Thank you, Gregg Larsen Parrish, Larsen&Arne Realtor � Coldwell Banker Burnet, 201 East Lake Street,Wayzata 55391 cell: 612.719.4477 � office: 952.476.5412 � fax: 952.473.3932 visit me on facebook: www.facebook.com/greg�larsenrealestate web: www.plahomes.com email: glarsen@cbburnet.com The information in this electronic mail message is the sender's confidential business and may be legally privileged. It is intended solely for the addressee(s).Access to this internet electronic mail message by anyone else is unauthorized. If you are not the intended recipient, any disclosure, copying, distribution or any action taken or omitted to be taken in reliance on it is prohibited and may be unlawful. The sender believes that this E-mail and any attachments were free of any virus,worm,Trojan horse,and/or malicious code when sent.This message and its attachments could have been infected during transmission. By reading the message and opening any attachments,the recipient accepts full responsibility for taking protective and remedial action about viruses and other defects.The sender's employer is not liable for any loss or damage arising in any way from this message or its attachments. 1 Christine Mattson From: Darren Amundsen [Darren.Amundsen@bonestroo.com] Sent: Monday, December 05, 2011 10:49 AM To: Christine Mattson Subject: RE: 11-01182 3510 Bayside Road As-built 11-30-11 $287 Darren Amundsen, PE Associate Stantec, formerly Bonestroo Tel 651-604-4894 Cell 651-775-5623 darren.amundsenCa�stantec.com stantec.com Bonestroo has joined Stantec a professional services consulting firm recognized for its leadership in sustainability, depth and diversity of falent, and technical expertise. The content of this email is the confidential property of Stantec and should not be copied, modified, retransmitted, or used for any purpose except with Stantec's written authorization. If you are not the intended recipient, please delete all copies and notify us immediately. � Please consider the environment before printing this email. _._ From: Christine Mattson [mailto:CMattsonCc�ci.orono.mn.us] Sent: Thursday, December 01, 2011 3:31 PM To: Darren Amundsen Subject: FW: 11-01182 3510 Bayside Road As-buitt 11-30-11 Will you do your unbilled WIP magic on this one? Thanks! From: Darren Amundsen [mailto:Darren.AmundsenCa�bonestroo.com] Sent: Wednesday, November 30, 2011 1:07 PM To: Melanie Curtis Cc: Christine Mattson Subject: i1-01182 3510 Bayside Road As-built 11-30-11 They did add the stair/path from the proposed plan, might want to double check that hardcover isn't an issue. Darren Amundsen, PE Associate Stantec, formerly Bonestroo Tel 651-604-4894 Cell 651-775-5623 darren.amundsen(a)stantec.com stantec.com Bonestroo has joined Stantec, a professional services consulting firm recognized for ifs leadership in 1 Christine Mattson From: Sherry Charboneau [SCharboneau@ck-law.com] Sent: Friday, December 02, 2011 1:55 PM To: Christine Mattson Subject: RE: Unbilled WIP Hey Christine: No unbilied WIP for us. Happy Fric�ay! Sherry L. Charboneau Legal Assistant CAMPBELL KNUTSON P.A. 1380 Corporate Center Curve•Suite 317• Eagan,MN 55121 `I� (651)234-6230• Fax: (651)452-5550 � scharboneauCo�ck-law.com•www.ck-law.com From: Christine Mattson jmailto:CMattson@ci.orono.mn.us1 Sent: Friday, December 02, 2011 11:26 AM To: Sherry Charboneau Subject: Unbilled WIP Sherry, Do you have any unbilled WIP for: Building permit#2011-01182 3510 Bayside Road Gregg Larsen Building permit#2011-00974 1978 Shadywood Road Brian Peters Thank you and have a great weekend! Christine Mattson Planning Assistant City of Orono 2750 Kelly Parkway Orono MN 55356 (physical addressJ PO Box 66 Crystal Bay MN 55323-0066 (mailing addressJ `� 952.249.4620 6 952.249.4616 � 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, December 26, 2011 (in observance of ChristmasJ and Monday,January 2, 2012 (in observance of New YearsJ 1 KLL � �� 1� F 1� �� .�.�1Lj,..� ��) E: C�IETICA�i--1 ❑NS f�aN�_ --�-� N f,• Ranzus Q- CUKNEk 1NSEJ�T � � SfEE1 POOI PANEI - ___ . PANEL l � I 1/2' x t 1/2' �� d� �.. � SQUAtiE C�RNER ANGLE coNcr�[ ro07[rt � � PANEL s" o�rr� ►aunauM �� INSER7 2' Poo� BasE� :`'�^•�,_ "�•~• N cn / � 3/Q NUT N / PANEL � i �.-r cu - . -- _..__..._.. � 3�8 x 3/4 B�L7 — � c*� B" �tAllTUS CORNER D�:TAILS S7AKE cD r- � 1 � ---� t------A -.^j K — L. �._ __ _ _ _ _ � (�- _ K L �� _._ -- _� � � �.�.._._, J U) ! I o C--------p--____{.�.�_c____� F� --.-I H , J--! 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'� g'�'v 5+,��^'�.s�r g'w, �,a�� 4. �y i �� '.t.. �' � � �t � �' ,,� � a�t�*�.y a +�._� ' . a , . , � . - . , � . .�: 3, � � � �,. � : .,�,. f F� � ,, `Cn. � . . . <, ;c ..a � �� -.'r. �a �� c . � �� `"5¢ .�w.'� �.w<s�4Ci�'%a'r�.k7�r,'r r z��k�'"a.,�y.'�:�a�§"� r x:.a��r5. s� y; ;�� '*wma �"',d:l��'��""�`"�.=:4 !�.�', ,v,d m 4',�="s�� .`'_ ,P �P�� y � . ��4� �� . �'�*�'�a ��'�' . ,�� ... 4�:, � � � �i�n i. r-�°,� r :� � e� y Y,�;3, �'[ �". � ��, - �� .�n �;g�y* �F .�.f,`�`'n-�„'; '�� ' .,�''a ,a�"�e,�k''r��''�t:+�"� a'��,ry�c?, arr ti� -;.!�:a9",d+°}�p��'"'�,aS�f�.#� �+ . . ��'� �� w F w*�".``�� ` � � • � � �aa�M� ��.� b:�` r� �-x v_ `' �..�� f'�$,, �_.s�Y" 2'� ^r y ..,��- . �� •x�z'�a.� a� F�?a .��, � � � . �� . , ' ,�tw - 2�- .��?e£'""3 ' ' �,. .�. ��r .,#�5�' ^;�',.t � nY, -»q �{s ,..�. .� . . x, � {,yr, � i n"J�` rEq r.,a `- ...r'�"' � .. . � �� . .. � , ��Av .,, . f y� �-� Es� �.+�.a� °" ' ' .�t#,t�''.� .: � � . �st s r 4 e �� i � �� . � �d�4 k ' } �. �. �- i.- x� 2*=" � � . . « ... T� , . ��r�, u �,�a.... .,n ��i C�,., . �`� �` fy� � � +n.i �� .. y'�51�`�r�i� x� ^��k�' �',r�, 1 Y.rp . . m..� . "x s��a�'�i��S��`""�""�� c a„�,''-'k��'y.�� ?s;�� j}� �� 1 - Filter & Pump 7 - Deck Supports 13 - Main Drain 2 - Plumbing 8 - Steel, Wall Panel 14 - Return Fittings 3 - Threaded Rod A-Frame Bracing 9 - 3 Step Ladder 15 - Safety Rope & Floats 4 - Concrete Footer i 0 - Standard A-Frame Bracing 16 - Concrete Receptor Coping 5 - Auto Surface Skimmer 11 - Inpool Light 17 - Vinyl Liner 6 - Turn Buckle A-Frame Bracing �2 - Diving Board 18 - Walk-in Stairs ' +. Introducing the first pool/spa heater - ;, �'r »� � � � �� y� � �- . . k � �� -- 5�a�� so advanced it's simple. , a �a`�,s��`'' .��'°�`�a• , �� : � ��-:'� �;v �; � x� � �� n �� Technology. Reliability. F,y� �r'�w ��'�{f��c �� a�� h�� `�� LX/LT Heaters �x �� 5 , 5,:�.t�s"� _t` �v"_ rr Our exclusive digital controls provide '' �. more precision and less hassle. And inside the incredibly MODEL WIDTH HEIGHT DEPTH VENT SHIPPING HEATER WEIGHT WEIGHT reliable LX/LT heaters you'll find plenty of features to 2so 2sv," 3o��s" z>>�e" �.o" 206 Ibs. 172 Ibs. 400 34�/4" 30�/e"" 27'/a'" 9.0" 318Ibs. 216Ibs. warm up to: .� , Fan assisted controlled combustion for consistent efficiency-83% A s,�<• z�,�e�—; �e va• �.e��a• Corrosion resistant polymer headers for improved circulation Contemporary design to blend into any backyard landscape 0 Capable of automating pool/spa �;,.��` � , The LX control and user-friendly � �,�� ° ° s � �: � graphical interface is a key element 203�8' 23314' � �"- in your RS'" controlled pool/spa 'j "'',�� environment. The LT has a simplified �. dual electronic thermostat. ' a�y FB„�.� 5,n� <,�<� LX Grephical User Interface (GUq • • ,• � �. � �.�� Both the LX and LT models include �e"� '� ��` ��* ��'�G��R�s��`��. �;. ��^Diff��. �,t��250�'��+�>.��.�'� �, 8ut01718t1Of1-I"2d(�y feStUl"2S t0 pfOVIC�2 ; 15 F :' '�'F"1�3 1778 �� ' ��284� «� '��` convenient pool-to-spa switching. ' zo F �-�tx�1��'0 1333 �k �; ' � � 2,133 }� + ' LT Temperature Controls — - : � ' � .; ; 25 F" � ,�.067�;. �,� , ,� "�,'2n�-1707_�� HOW TO CHOOSE A POOL HEATER SIZE - 3o°F �� ' .��'��"ass :� � ,� ��0��,�1az2�"�"�, �.,� ;;35°F ' ` ;` f �"!�7`��7.•62�� M 9� +':1219 zr- � � First, determine the desired temperature difference by _ }....�t,�.,�4�.�,.:{.�.,,a.�;�.��..;,.�M,�'.��..��;�,�,,�,��;;�,��.t� subtracting the coldest average air temperature when the pool will be in use from the desired pool water � k _ temperature. [Example: 85°F (desired pool water N mber 2so aoo temperature) - 60°F (air temperature when pool is sPa s�Ze opened) = 25°F difference.] Then, using the Pool Heater (Gal.) Time to Heat Spa 30°F(Minutes) Sizing chart to the right, select the appropriate heater 200 �s 9 model number. (Sizing chart based on 3-1/2 mph average aoo 30 19 wind and average pool depth of 5-1/2 feet. Blue figures boo 45 2s based on zero wind.) soo bo s� 1000 75 47 HOW TO CHOOSE A SPA HEATER SIZE Identify the number of gallons your spa holds. Decide the heat-up time desired, and note on the chart which Laars LX/LT model is recommended. The chart indicates the �� approximate time required to raise the spa temperature � 30�F. A model number 250 heater on a 600 gallon spa will take approximately 45 minutes to raise temperature Pumps• Filters • Laars Heaters•Controls approximately 30°F (depending on wind, insulation, etc). Valves •Water Features• Cleaners•Accessories Please see your area sales rep for more information. Mat uoezz Re�c a :�� • •� - �� .c� 'o ��. _ ' " � UU/L'J/LUU4 Ctil 1'J;JU I't1A OUl J!J JU�J �UVC1'S L'dl' n � ,�/J�' �JUUG/VUG , ' � � � f LN`1� �)� . .�� . � , s . � �� o��sr�� M . �- � '��cu:,}^�iw;�`�rA�,a�'J�r"rc*.�.+n.' �;,M'^`^�:.tiN+..c�to'w,a9'��+P' � 'm7e�''fi^�.�"'^°cv�'^nt;�"`m'�' �� '2'r�°j�U'�'`mc'w a"�SC�'t" n,�S�/?h^nz�fi*:.t��'amt�'��,u�"'-^' CJate: January 8,2001 7'0: 1"o Whom it May Concern From: Harold Rogers,V.P. Sales Re: Coverstar safety covers: UL and ASTM standard� 134691 for safety covers far swimrnir�g poois All Coverstar covers fuliy certified by UL and meet the/1STM sfandard for saisty cavers as specified in AS"CM standard� 134Cr91 when they are installed and maintained properly according to the installation and homeowner instructions which have becn providEd by CO�erStar. On severel ditferent occasions,thc Coverstar covers, both�utom�tic and n'�anUal h�tve been tested Uy independent testing laboratories and have always been found to be in compliance with dll the ASTM requirements for safety covers. Our cover is also listed hy UL(File E164833)and classiticd by U(,as a pawer safety cover in accordance with ASTM F 13�G-91 If you wish to verify cith�r of the UL certificatians,take tl�e following steps: Go to www.ul.r,om Once there click an Search Ul_.corrt Click on Oi�lii�c.(,.'c.i:ti.l.ic_��.(ic>nti_1)ii.«i�>r�_. Under Gcneral Scarch click on Ul.File N��mber Type in E164833 and hit enter You should now see Goverstar's fistings, If you have problems,you can also sca�h by company or by�lutomatic Pon�Covers If mor�in(nrmation is required about ASTM and its standards,you can go to theit websitc at www,a_stili_�rca. Shown befow is the UL authorized label that is attached to the�utom�tic cover system that we ship. `��,�.��!'1'�TM:��i�t�.:iW ir/ ,7�/�i i�ii��'� i��ri■ ■ ,.:,. �3� Sd a�C�q i�!, Prr�vc�. !J�',�dSC�� - MC�D�L : � ; �a�e�r i�r�r �JWNEF=i -, ; ; G �,� � `�v�r.�rafo;r �� ;DATE ; �.I��C� `; ; ,ALSk�CL�1�'iS1�i�t3 � ' -5��}�1�,. #•. ��J�f�:�F`�'TY:CCIV�S�,�; �,� Arnperes �1 b.Uoits fi� Hz ` `ih�cr�r�ari�twh�t , .. A51'M�'�346.>��.,A. ... _.... ,.:. ..,. . .. ,..:.. .... ::.. .... ..:..�., ,, .. , ., ... .._ ,.. .. ...._. If you h�ve any furfher questions about our covers, the UL certific�tions or the/�STM standards, please call or�mail me. LOt'L7 3-0�-0; GU VERSTAR INC. 1795 West,200 Nor(h,Lindon.U7 BAU�?. Phone 800617�7283 Fax 801-373�5095 EmEiil hrc(,I�coverstnr.com � O r � E�. �:� � ef� �. � � ��,� ��:� �� Y.i`=-` �n.�.:�:��i.�,�r��,".,r&`iLx� ar2'.�%��:�' Specifications and Dimensions for Jandy PHP/PHPU Pumps . Dimensions for Jandy PHP/PHPU Pumps � MO NLDE O HP VOLTAGE I AMPS I PIPE I CARTON N� � � SIZE WEIGHT A B PHPJS I JS 115/230 ,6.0/12.0 2" 4216s. � 26'�s" 26�/" i � PHP1.0 � I.0 � IIS/230 �7.2/14.4' 2" 4416s. 26'/:" 27" I , PHP1.5 � 1.5 IIS/230 9.2/IS.4 2-ZY:" 4916s. 27Y." � 7g�/." I ' PHP2.0 j 2.0 230 10.5 2-2'/:° SOlbs. 7g��a�� 27:" I PHPUI.O � 1.0 I IS/230 '6.0/12.0 2" 42Ibs. 26'�y" 26'/�" � PHPCII.S IS 115/230 7.2/14.4 �" 4416s . 26�/:" �7" PHPU2.0 2.0 115/230 9.2/IS.4 2-2'/" 49Ibs. 27'/." I 23'�:" � PHPU25 Z.5 230 10.5 2-2/" 5216s. 28`�y" �7'/." PHPU2.0-2 2.0 2302S�eed 8.9/3.1 2-2'h" 5616s. ?S'/" 27:" PHPU7.5-7 2.5 230 2 S�eed 10.6/3.2 2-2'/:" 631bs. 295�e" I 78�/," When installing pump, leave a minimum of 2 ft. of clearance above the pump for removal of strainer basket. . A 93�16'-f � �3�.]'--� �79�16��-�{ I I t 25I8'? � 1 l„ 9. � � 1 i . ,z��-�, 5, Front Edge of Union to Center Bolt Holes, of Bah Holes Center ro Center PHP/PHPU Pump: Curves Feet p Head Jandy PIusHP Series High Head Pumps i Full Rated (PHP)and Up-Rated (PHPU) ioo 90 �� 40 � \ g� 35 ♦ � �� 30 � \ 60 ` PHP2.0/ 25 PHPU2.5 50 � � 20 40 \ 15 30 � I 70 20 ` PHP1.5/ PHPU2.0 10 I I I PHP.75/ -• I I S I PHPU1.0 PHP7.0! O I I PHPU1.5 � 0 0 70 20 30 40 SO 60 70 80 90 100 710 120 130 140 Flow(GPM) • 2004 Pool and Spa Products Catalog �C�y . Jandy DEL Series Diatomaceous Earth Filters For unsurpassed water clarity, choose Jandy DEL Series Diatomaceous Earth filters. Easy-grip handles on the tank lid make installation and cleaning a snap. The extra large capacity extends cleaning cycles. Our signature Clean/Dirty indicator on the pressure gauge allows you to conveniently assess filter condition. High impact, LIV and corrosion resistant thermoplastic tank construction provides long lasting durability. The rigid, heavy duty tank clamP ensures safe operation. They accommodate three types of valves: multiport valves, slide valves and the Jandy NeverLube Backwash Valve. We offer a choice of 48 and 60 square foot models. � Specifications and Dimensions, DEL48 and DEL60 Filters Specifications for DEL Series D.E. Filters MODEL NO. DEL48 DEL60 Filter Area 48 ftz 60 ftz Design Flow Rate 2.00 gpm/ft' 2.00�m/Ftz ��25�� Maximum Flow 96 gpm 120 gpm I Six Hour Capacity 34,560 gals. 43,200 gals. Eight Hour Capacity 46,080 gals. 57,600 gals. Ma�cimum Working � ��A�� Pressure 50 psi 50 psi D.E. Required 5.O lbs. 6.O lbs. — 18Yz" ' Shipping 10'/z' Weight 95 lbs. 1 O 1 lbs. � � Height ("A") 41 inches 47 inches Footprint 25" circle I 25" circle Distance Bet��reen g inches 8 inches Inlet and Outlet I 2004 Pool and Spa Products Catalog �C�y �� ' - � . , 8 I''•` • � � ` *� � 88�+�,ax � � @ � � 9 � � � � �� j` x„`e `'� �� - v� ` '` i-��-� �B � ��B ``•-~�� \ . .,� " � ~ ' ��.,-. ,==�4 _`� _ � � �� =.��=� -:�� . . ��'�, � .� ��` .�` —�..-��``��:�� ` ~ ` Y-� `, ``� ".' _'\'`�`:``\�'�� . ��, ;' l� . � � `� �� . � f `♦ �.�, �,,., 1 t ��\ �• � I �� M r �.w,y � ` �4 r�� J � � ,\��```` �/� � , �� `� � � r � c �� r� \� `+-.... - \� \\_� �. � f �� +� �y.�' 11 � ', �'`- - -;\�\��`�, �'�' . • . � � � . � �� .. , �. � � .1 /"'"� �' �� `\��\��.��= ��•` �i � f �- � � � i t� � " ' Y ; -�-- —, •�, � �-�--=- � � �'��:��;� �,,,� r'�'`�,� , f`Z .- , � `f� � �` - 4, �9 � �.--�.--�`-_..��. ; � • ?� ...` ..- � /�� C�t--.- � �-� ��z�,�'��° � � � `� � ��y` ! 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Call for the next inspection 24 hours in advance. �952� 249-46�� OwnerlContractor on si e: Inspector. J White Copylinspector's File Canary CopylSite Notice 1�GI� DATE TIME � CITY OF ORONO CALLED IN INSPECTION NOTICE 1 SCHEDULED C�-/ -/� � PERMIT N0.020/I"O! I�� COMPLETED ADDRESS 3 5�� OWNER TELEPHONE NO. �5�� 75��D CONTRACTOR �P/Z (1' >; DESCRIPTION �1�� L � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Z Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑'COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � J O , >. , � " O / ^ � �� 7�`� W n� Q �X � , � , � z N W W � � GW ❑WORKSATISFACTORY:PROCEED �OJECTCOMPLETE � ❑ CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY W O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWiTHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call tor the next inspection hours in advance. (J52� 249-4600 OwnerlContractor on site- Inspector_ White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN —7-�j INSPECTION N TICE SCHEDULED � PERMIT NO. ��``�(�� COMPLETED ADDRESS �� iV��G�-- (�� OWNER TELEPHONE NO. CONTRACTOR �: DESCRIPTION ��"�� lLt ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL ❑ MECHANICALRI ❑ LAKESHORENVETLANDS y O � FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOILOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEEf YOU:_YES_NO � COMMENTS: � W a � J O � � O � W � Q � Z W � W � j O W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑ CORRECT WORK 8 PROCEED L ISSUE CERTIFICATE OF OCCUPANCY W � ❑ CARRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WlLL RETItRN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �952� 2Q9-46�� OwnerlContractor ite: Inspector. le� ___ __ -____ White Copyllnspector's File Canary CopylSite Notice