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Home My WebLink About2015-01052 - pool , , CITY OF ORONO * Z 0 1 5 - 0 1 0 5 Z * 2750 KELLEY PARKWAY DATE ISSUED: 1 U18/2015 ORONO, MN 55356- 952 249-4600 FAX: 952 249-4616 ADDRESS : 3375 GRAHAM HILL RD PIIY : OS-117-23-11-0018 LEGAL DESC : GRAHAM HILL PRESERVE 2ND ADDIT[ON : LOT 1 BLOCK 1 PERMIT TYPE : ACCESSORY STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : POOL- IN GROUND ACTIVITY : 329-STRUCTURES OTHER THAN BUILDINGS VALUATION : $ 25,000.00 NOTE: SEPARATE PERMITS REQU[RED: MEHANICAL, ELECTR[CAL(STATE) IN-GROUND POOL T�RIOR TO RELEASE OF ESCROW MONEY,AN AS-BUILT SURVEY MUST BE SUBMITTED AND APPROVED. INIT[AL: APPLICANT PERMIT FEE SCHEDULE 433.67 PRESTIGE POOLS STATE SURCHARGE(VALUATION) 12.50 87 COUNTY ROAD C WEST TOTAL 446.17 ST. PAUL, MN 55117- Payment(s) CHECK 17619 446.17 OW1vER Wooddale Builders 6117 BLUE CIRCLE DR, STE 101 MINNETONKA, MN 55343- AGREEMENT AIYD SWORN STATEMENT The work for which this permit is issued shall be performed according[o 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 separa[e permits. All provisions of laws and ordinances goveming 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 applican[is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at a ir e for due cause. ��l� � -�� S ,� i ( I �s 1 Applicant Permitee Signatur Date [ssued By i ature Date , , �� I � City of Orono � �- Building Permit Application for Swimming Pools and Hot Tubs �O . `O Mailing Address: Permit number. ��L'/.S��'�`'_� — 1�� PO Box 66 Crystal Bay, MN 55323-006 / Date received: (�-�9_/ s 1h � � Street Address: (� � �U' Received by: �� ti G� 2750 Kelley Parkway V ��' Plan review fee: � t� . $� `�t �, Orono, MN 55356 �, -. �- , '�kFSHo� �z.�.C.� /�._.�- Gl/G'S/ Total Fee: Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us � �/L�'(�✓ This application form must be completed in full and all required inform tion must be sub tted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: �3'7 .S � �'�rz,q�-}�,{,,ti� (��l � �j CONTRACTOR I APPLICANT IN��MiQTION�� I � Name: ��_�t�L c;�. 1,�, � �A �2�5 i t !�� l�ov l State License # Expiration Date: Phone: �.�/ • Y�10• /3 5'9 Fax: 6�%- 5/go• 3 1 Address: B C� �,o.� W�.st- Cit : �;� � ZIP: ,.5�, � - Contact Person: ,�- z ContacYs phone number Giz� 7.1�.�Z.��— Email: � n�, @ e ;,,,,�,q..r� ,� Applicant is: ontractoJt ._ Homeowner (Circle One) .�----- PROPERTY OWNER INFORMATION: Name: J�+�-�S k- S-��.v�-� Phone (day): Mailing Address: ZIP: Email and/or Fax: ENGINEER INFORMATION: Name: Phone: Address: City: ZIP: Email: Fax: PROJECT INFORMATION: 1. Poo�Hot Tub Dimensions: 4.Accessory to: 5. Type: 7. Retaining Walls? � X `f�' feet 2. Heated? yes ❑ no � Single Family ❑Above ground ❑yes [� no Height " 3. Excavated materials will be: ❑ Multiple Family/Condo �] In-ground *A building permit is required removed from site '� for any wall 4-feet or greater in used on site ❑ Public ❑ Other(specify) height measured from the Other: (specify) ❑ Commercial bottom of the footing to the top Total Cubic Yards ❑ Industrial of the wall, even if it replaces 6. Sewage Disposal & an existing wall. `**Any earth movement may require ❑ Other: (specify) Water Supply Tiered walls are considered MCWD review and permits. one wall unless they are Minnehaha Creek Watershed District(MCWD) ❑ PubliC Sewer 15320 Minnetonka Blvd separated by twice the height Minnetonka, MN 55345 ❑ Private Sewer of the higher wall. Phone: 952-471-0590 ❑ PubliC Water Fax: 952-471-0682 www.minnehahacreek.or ❑ Private Well Estimated Construction Value $ 2�o00 Packet Last Updated: August 2015 Page 22 REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: N ot Enclosed Applicable ❑ ❑ Buildin Permit Escrow A reement and Fees ❑ ❑ Plan Review Fee ❑ ❑ Completed Application Form ❑ ❑ Proposed Pool or Hot Tub Plans—2 sets, full-size, to scale ❑ ❑ Survey—2 full size, to scale (meeting ALL survey requirements) ❑ ❑ Hardcover Information ❑ ❑ Septic S stem Certification ❑ ❑ Minnehaha Creek Watershed District(MCWD) Permit or documentation from MCWD statin no permit is required ❑ ❑ Landscape Walls and/or Retainin Wall Plans ❑ ❑ Stormwater Pollution Prevention Plan ❑ ❑ Data Privac Advisor Form ❑ ❑ APPLICANT ACKNOWLEDGEMENT: . Agrees to provide all information required or requested by the Planning& Building Departments; • Understands, if applicable, an as-built survey and as-built hardcover cover calculations, are required to be submitted after the project is complete( including final grading and landscaping)prior to refunding the escrow; • 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. � /�ApplicanYs Signature: ��` Date: �'/y� �-� Owner's Signature Date: Packet Last Updated: August 2015 Page 23 . RECEIVED City of Orono AUG �6 2015 Building Permit ApplicatioalTY OF ORONO for Swimming Pools and Hot Tubs ��A, Mailing Address: f VO PO Box 66 Permit number: Crystal Bay, MN 55323-0066 Date received: ,� Street Address: Received by: y�, G� 2750 Kelley Parkway Plan review fee: �qk�,SH��, Orono, MN 55356 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: 3 37,� �,��-�� (�,�1 � CONTRACTOR/APPLICANT INF�M TION;� I Name: �i4�-L�u�1-'1 c��,S 1r.�.L � �A �2�5 i� 6��bv l S State License# Expiration Date: Phone: !o�/ • �-t�9p. /3 5'9 Fax: G.s%• ygo- 3 � Address: B �.o� t.c��s!- Cit : �- � ZIP: �� Contact Person: d.�- ContacYs phone num er Liz. ��,�Z�i— Email: p{t_ p� e ;�.,,�,g.i� „ Applicant is� ontracto Homeowner �a��ie o�e� PROPERTY OWNER INFORMATION: Name: .�"�1+�n-�S -�- Sl-}�q�2v� Phone (day): Mailing Address: Z�P: Email and/or Fax: ENGINEER INFORMATION: Name: Phone: Address: Cit • ZIP• Email: Fax: PROJECT INFORMATION: 1. Poo1J Hot Tub Dimensions: 4.Accessory to: 5.Type: 7. Retaining Walls? ��-� X `+�'� feet 2. Heated? yes ❑ no � Single Family ❑Above ground ❑yes [�no Height "` 3. Excavated materials will be: ❑ Multiple Family/Condo �] In-ground *A building permit is required removed from site ❑ Public �\ for any wall 4-feet or greater in used on site ❑ Other(specify) height measured from the Other:(specify) ❑ Commercial bottom of the footing to the top Total Cubic Yards ❑ Industrial of the wall, even if it replaces 6. Sewage Disposal& an existing wall. **"Any earth movement may require ❑ Other: (specify) Water Supply MCWD review and permits. Tiered walls are considered Minnehaha Creek Watershed District(MCWD) ❑ PubliC Sewer One wall UnleSs they 8re 15320 Minnetonka Blvd separated by twice the height Minnetonka,MN 55345 ❑ Private Sewer of the higher wall. Phone: 952-471-0590 ❑ PubliC Water Fax: 952-471-0682 www.minnehahacreek.or ❑ Private Well Estimated Construction Value $ 2�o00 Packet Last Updated: August 2015 Page 22 REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Applicable ❑ p Buildin Permit Escrow A reement and Fees ❑ ❑ Plan Review Fee ❑ ❑ Com leted Ap lication Form ❑ ❑ Pro osed Pool or Hot Tub Plans—2 sets, full-size, to scale ❑ ❑ Surve —2 full size, to scale meetin ALL surve requirements ❑ ❑ Hardcover Information ❑ ❑ 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 ❑ ❑ Data Privac Advisor Form ❑ ❑ APPLICANT ACKNOWLEDGEMENT: . Agrees to provide all information required or requested by the Planning 8�Building Departments; . Understands, if applicable, an as-built survey and as-built hardcover cover calculations, are required to be submitted after the project is complete( including final grading and landscaping)prior to refunding the escrow; . 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: F'/�'�� ----__ � �.� /✓-r' Owner's Signature Date: � ��2�� > >`� ��` � �� 3 �7� `.� � '�� `�,�`�� r � �, �-' i�t ��' � � ��h �c� ��,.`7 �vtLL �5�� Z`�u�,�,� �� Packet Last Updated: August 2015 �4 e ��, � /� P ' D YY�-�� G�-x ,��5 . �/.S S I h�' � -�/i!-1.'� � � PLAN REVIEW CHECl�CLIST FOR 11IEW STRUCTURES / /�1DDITIONS Address: _�� Permit No.: �� • ��— , Description of�rork: (n � �, �� '� �� q�S F Date Rec'd: �'�� '� Septic review by: Date Approved: Zoning review by: Date Approved: I ( ' ( Z• '(� Building review by: Date Approved: 1 /2 /� Grading review by: Date Approved: �� ' (�.' +� Zoning District: � � Zoning File#: Reso#: Reso Date: Zoning: Lot Area: SF/AC Width: Lot Coverage: SF % Survey Submitted: 0 Yes �o Date of Survey: Revised date(?): Proposed Setba ks: Front ( e) Rear(St et) ( N S E W� ( N S E W �� Ot er Buildings� Wetland Side Side L �--� �` Defined Height: Peak Height: FFE: FFE minus 6 feet= (Existing Contour; Perimeter(linear feet) = 50% = L.F, below grade #of Stories FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SIAB FOUNDATION: The distance between the lowest proposed The distance between the top of START WITH floor(of the basement or crawl space)and START WITH slab and the highest point of the the highest point of the roof. roof. If you have a... If you have a... • GABLE OR HIPPED ROOF • GABIE ORr�ED ROOF(no (no windows): Subtract h window ubtract half the distance the distance b he betw€en the highest point of the roof highes of the roof to � �the low point of the corresponding SUBTRACTION �'� 9able or hipped roof �de'Yow point of the ''�corresponding gable or (BASED ON . GABLE OR HIPPED ROOF(with SUBTRACTION hipped roof ROOF TY� windows): Subtract half the distance (BASED ON . GABLE OR HIPPED ROOF between the top of the highest ROOF ) (with windows): Subtract window and the highest point of the half the distance between roof the top of the highest ALL OTHER ROOF TYPES(flat, window and the highest ; � point of the roof mansard,etc):No subtraction. . ALL OTHER ROOF TYPES SUBTRACTION Subtract the distance between the (flat,mansard,etc):No (BASED ON basemenUcrawl space floor and the subtraction. EXISTING highest existing grade adjacent to the ADDITION Add the distance between the top GRADES) foundation OR 10 feet(whichever is less). (BASED ON of slab and the highest existing EQUALS Defined building height EXISTING grade adjacent to the foundation. GRADES EQUALS Defined building height " Shoreland District MCWD Permit Average Lakeshore Setback g�uff Met? Permit Number: � �� " � Yes � No N/A � Yes No 0 Yes �No �' �--" ' 0 N/A—see attached Setback: -�,i:'.�'�! �` �F•';.Li�' �;G��f��,�- �w� r� +� ,�: i Stormwater Quality Propo�ed Overla District Existing Hardcover Y o Hardcover Variance Required CUP Required Tier circle one (/o and sfl %and s � Yes No � Yes No f; 1 2 3 4 5 _ -- --�--�--�-. TyPe�s�� Type�S�� Updated: January 2015 z:\forms\plan review checklist 2015.docx REMARKS (in-house): Fees to be Char ed YES NO Permit Plan Review �� State Surcharge Investigation Fee SAC—Number of SAC Units f/ Other(specify) f�— S uare Foota e $ er S uare Foota e Basement X = $ 1 S�Floor X = $ �' 2nd FIoOI' X = $ �' �` Garage X = $ � Estimated Construction Value: � A; Orono Inspections Required Work Requiring Separate Permits Required State Permits Q Site 0 Plumbing � Grading/ Filling 0 Well Q Silt Fence/ Erosion Control Mechanical � Fire Electrical � Hardcover Removal 0 eptic � Water Connection Footing ❑ Fireplace � Sewer Connection 0 Poured Wall O Masonry ❑ Lawn Irrigation � Foundation Survey � Mfg. ❑ Landscaping 3 � Foundation Waterproofing � Other(specify) ,t � Radon Rock Bed 0 Framing ' � Insulation � As-Built Survey Final � Other(specify} � ,a �� g ,t REMARKS (in-house): , Y �t- �- ' �' b� t '� �i � �� r L `'`��eview: Reviewed by: Date Approved: �: Existing: � YES � NO New: � YES ❑ NO ,> . ��I�IA� REMARKS-TO BE NOTE ON PERMIT AND INITIALLED �� -� � �l� � ° � � � Updated: January 2015 z:\forms\plan review checklist 2015.docx �.�.w w:Y �<... � ., .:i - � � `��';,t� , o,..�e..,. ��, � . a _ ��_<-< r. ,.. �.„ ...,_ , Y.�.z4� '7 ,N.. .�� ` 2 ht_... ,. � nt �u:_,.s,�€� . t<z�->';� ,:� ._r x,�` N�.f � ;:;9 . `T_mr„h� ��e..�. . �:m. .te�.. �a 3:M,�,� Christine Mattson From: Permitting <permitting@minnehahacreek.org> Sent: Monday, November 16, 2015 10:40 AM To: Christine Mattson Subject: RE: 3375 Graham Hill Rd Attachments: 15-211 survey.PDF Hello Christine, There is a pool that was part of the MCWD permit issued for 3375 Graham Hill Road. I have attached the approved plans for your reference. Thanks, From:Christine Mattson [mailto:CMattson@ci.orono.mn.us] Sent: Friday, November 13, 2015 10:26 AM To: Permitting<permitting@minnehahacreek.org> Subject: 3375 Graham Hill Rd Good Moring, We have received an in-ground pool permit for 33375 Graham Hill Road. Has Pat Henry from Prestige Pools contacted you about this? Before I issue the permit I wanted to make sure it was covered under the new house permit with the MCWD. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono � MN ; 55356 (physical address) PO Box 66 ': Crystal Bay '�I MN ; 55323-0066 (mailing addressJ 'S 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 Christine Mattson From: Reilly, Denise <Denise.Reilly@courts.state.mn.us> Sent: Wednesday, November 11, 2015 3:20 PM To: Mark Cc: Christine Mattson Subject: Re: No build zone Lot 1, Block 1, Graham Hill Preserve 2nd Addition I think your reading is correct. No need to go to the city. The house is looking very handsome. Still shooting for April for a move-in date? Denise On Nov 11, 2015, at 3:15 PM, Mark<mark�@�ronber�assoc.com>wrote: Denise: The new house on this lot has a proposed pool that is outside of the no-build zone but the proposed pool deck extends into that zone. My interpretation is that this is OK, but I as well as the city would like your input into this. Could you get back to Christine at the city and myself on this matter. Thanks. i Christine Mattson From: Christine Mattson Sent: Monday, November 09, 2015 3:35 PM To: 'ph-pools@hotmail.com' Cc: 'mjuvrud@wooddalebuilders.com'; Melanie Curtis; Roger Peitso Subject: 3375 Graham Hill Road/#2015-01052 Attachments: SKM_C654e15110915220.pdf Pat, As I'm working through the pool permit application for 3375 Graham Hill Road, I see that a portion of the pool deck is located in the "No Build Zone". See attached partial copy of the survey. I don't have a copy of the document reference on the survey on file. I have requested our attorney to obtain a copy for us. Before I can issue the pool permit, I need to research what, if anything can be built within the "No Build Zone". As soon as I have some information to pass along, I will; until then, the application is on hold. 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 d 952.249.4620 � g 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: Wednesday, November 11, 2015 i Christine Mattson From: Adam Edwards Sent: Friday, November 06, 2015 4:39 PM To: Christine Mattson Cc: Melanie Curtis Subject: RE: 3375 Graham Hill Road /#2015-01052 Chris and Melanie, The survey shows the pool deck being built in the "No build Zone" What is the no build zone? Other than that I have no issues with the grading plan. Adam From: Christine Mattson Sent:Thursday, November 05, 2015 3:26 PM To:Adam Edwards<aedwards@ci.orono.mn.us> Subject: 3375 Graham Hill Road/#2015-01052 Ad a m, We received a building permit for an in-ground pool. Please review and provide comments. Thank you. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway ; Orono ` MN j 55356 (physical addressJ PO Box 66 ' Crystal Bay ' MN ' S5323-0066 (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: Wednesday, November 11, 2015 1 Christine Mattson From: Christine Mattson Sent: Thursday, August 27, 2015 10:58 AM To: 'ph-pools@hotmail.com'; 'mjuvrud@wooddalebuilders.com' Cc: Roger Peitso; Melanie Curtis Subject: 3375 Graham Hill Road /#2015-01052 Attachments: letter.pdf; Escrow Agreement- Building Permit w Erosion Control 2015-00570.pdf; Zoning Permit Application May 2015.pdf; Survey Requirements -August 2015.pdf Pat, Attached is a copy of the letter and enclosures being mailed today. If you have any questions, please don't hesitate to contact us. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono � MN � 55356 (physical address) PO Box 66 � Crystal Bay � MN � 55323-0066 (mailing addressJ `�' 952.249.4620 � � 952.249.4616 � cmattson@ci.orono.mn.us ' � www.ci.orono.mn.us Summer Office Hours: (Monday, May 18 through Friday,August 28,2015) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Monday, September 7, 2015 1 . . �-0�0 CITY OF ORONO � � Street Address: Mailing Address: Telephone(952)249-4600 � Gti 2750 Keliey Parkway P.O.Box 66 Fax (952)249-4616 l,y �, Orono,MN 55356 Crystal Bay,MN 55323 www.ci.orono.mn.us kF S H Oi� August 27, 2015 Pat Henry Pathway Pools, Inc. d/b/a/Prestige Poois 87 County Road C West St. Paul, MN 55117 Re: Building Permit Application#2015-01052 3375 Graham Hill Road On August 19, 2015 the City received a building permit application for an in-ground swimming pool. Staff conducted a preliminary review based on the information provided and recommends the following items be submitted or revised in order for your application to be considered complete and for the plan review to continue: 1. Certificate of Survey. A pool is shown on a survey dated 4-17-2015 in conjunction with the proposed new home however no proposed grading, pool decking, retaining walls, etc. are proposed. Please provide two copies of an updated, full size certificate of survey which meets all of the City's survey standards (enclosed) indicating the location of the proposed pool and any proposed grading. Please note our engineer has not reviewed the proposed project so additional changes or corrections may be forthcoming. 2. Proof of Ownership. According to Hennepin County, Wooddale Edina, LLC is the property owner. If the property has been sold, please provide a copy of the deed to show proof of ownership. 3. Escrow & Escrow Agreement. Permits involving grading and/or review by the City's engineer require submittal of an escrow and an escrow agreement. The purpose of the escrow is to guarantee reimbursement to the City for out-of-pocket costs incurred during the review of your plans. Additionally this escrow will guarantee conformance with City Code Chapter 79 relating to erosion control and stormwater. No additional escrow money is required at this time. An updated escrow agreement is enclosed. The property owner must sign the escrow agreement and return. 4. Separate City Permits Required for: a. Zoning Permit. Prior to the commencement of a�exterior/landscaping improvements, i.e. patios, grading, sidewalks, retaining walls, etc., not currently shown on the sunrey will require a Zoning Permit. The name of the individual or business performing the work must be shown on the plan. The above information is required in order for the plan review to continue. Please feel free to contact me at 952.249.4620 or by email at cmattson@ci.orono.mn.us if you have any questions on the above requirements. Sincerely, CITY OF ORONO l ��.. ��W� ristine Mattson Planning Assistant c Pat Henry via email Matt Juvrud with Wooddale Builders via email Roger Peitso, Building Official enclosures . �-o�o SWIMMING POOLS AND HOT TUBS � �. Planning &Zoning Department 952-249-4620 � �` www.ci.orono.mn.us j'�XssHo�`�' LOCATION W�t `�U``- ��I Z GI(6 � � The hot tub or ool basin must be at least 10 feet from the house incTGd� a deck and 10 feet fro�m� an t er P ( 9 ) Y structure. It may not be placed in a drainage, utility or similar easement. Non-lakeshore lots A pool or hot tub may not be placed closer to the street than the house. On a corner lot this requirement appiies to the narrower street frontage regardiess of which frontage the front of the house faces or the address of the house. Setbacks for a hot tub or ool with a basin of less than 750 s uare feet Zonin District Interior Side Street Side* Rear R-1 A 10' 35' 10' R-1 B 10' 15' 10' LR-1 A 10' 50' 10' LR-1 B 10' 35' 10' LR-1 C or LR-1 C-1 10' 15' 10' RR-1A 10' 100' 10' RR-1 B 10' 50' 10' Setbacks for a ool with a basin of 750 to 1,000 square feet Zonin District Interior Side Street Side* Rear i R-1A 15' 35' 15' R-1 B 15' 15' 15' LR-1 A 15' S0' 15' LR-1 B 15' 35' 15' LR-1 C or LR-1 C-1 15' 15' 15' � RR-1 A 15' 100' 15' RR-1 B 15' S0' 15' V' Setbacks for ool with a basin of more than 1,000 s uare feet Zonin District Interior Side Street Side* Rear R-1 A 30' 35' 15' R-1 B 30' 30' 15' LR-1 A 30' 50' 50' LR-1 B 30' 35' 30 LR-1 C or LR-1 C-1 30' 30' 30' RR-1 A 50' 100' 100' RR-1 B 30' S0' 50' *This setback applies to unimproved street right of ways as well as to improved streets. Special setbacks and approval apply to a "through lot" (a lot with a street to both the front and back.) Contact the Planning and Zoning Department for more information. , Last Updated: January 2014 This is an information sheet. Every effort has been made to insure the accuracy of the information contained herein; however, if any information is not consistent with provisions of the City Code, the Code provisions will prevail. Page 1 of 4 ��,.a Sf 1 1 �� ( , 1 � rr�c��evC rv�LJ \ L'�• �ei -z �� 87 CA_Rd_C.W. "NO DiVlNG'LABELS MUST BE 1NSTA�LED f ' 3 b33m vevr sr�as�� v� ��-' AROUND SHALI.OYJ END OF POOL IN / � � ��3� � � � S 4 ' QCCORDANCE WI7H LINER MFG.D1RcCT10NS. ��b`��dy�� p'�r�� 4 �.��iar�ce Ci��y of Oron � _ �_� � :� fi i Da �;� /� � � � �� 7 oETa�� I j - i � Re iewe� � .e.��., -- � PANEL I � , i i � - e A i � 1 � �a' { CORAcR , � � � ' � � Fiu�� i � X � I � i � � $�� "}2- t i � \, ' . �; , j� -90 DEG CORIvER u � 3/8 X f'hUTB BOLT ------ I 1 � �_' I % ' � RIM COPlNG OPTIONAL STEP CONCRETE B - I COPiM1`G ��, •.:... .>..._--� : = "" - r.-;-'!`F4� ;;�::�r''r=r > '::� I PO^vL �IZcS .�••,='..:'-t. :i_,-.. �-33"�POINT'A' �i+�. ' , 16X32 jiSX36 2CX40 �� WATER � A t6'-Q� 18'-0' �20'-O' TEK SGREW %� 6�_�. LI�VE n � B 32'-O� 36'-0�'i40'-0"� �PANE!_. MIN. D 2'-1.," \ 42" � 8'-O' 3'-0' ! g'-p" � � � ��tIN. i � � —L__—_� ^_� 0 3'-�'� 3'-4' 3'-4`I C /i,c�/ � ' � E � 4'-O' 4'-O°' 4'-p' � -- �'� I l � '"� UNDISTURBED F 6'-0` 8'-0' 10'-O' EARTH G 14'-O' 14'-O• 14, p' 2" SAND Gr7 H 8'-O` IO'-0` 12'-O• - V ERMlCULITE ./ � I 4'-O� 4`-O� 4�-O� ' � J B'-O° f0'-0' 12'-G', E i— r � G - � H _� x 35'-9" ,q'-� '44'-9' BRACE DETAIL IVdTES: -01AGONAL BRACE f TFiIS I5 A TYPE II POOL IN ACCORDANCE 11[TFi 1r.S.P.i STAfiDARDS .IAN. I989 AND BOCA COD& I993 - SF,CTION 422 PqNEL LENGTN NO.O� ,T�� Z EACH BRACE l�iIl, BS YOUFiDED 1RTH A 1llht?LUbf OF 1 POOT OF CONCRETB. • 4'-0' 8'-O� 9'-O' `3'r?ACE ��L 3 MAXIMUM LENGTF[ OF D[VIhG BOARD - 8'; JUMPS'£aND - 6'. �h �,L£NGT — 4 —. 3 � j, 4 'NO DIVING" LADBLS i{[SST BE IN3TAILED AROUND SIlAIdA1P END x wIDTH — 2 � — � I OF POOL IN ACCORDANCE lf[TFi LLPIER HAN(3FpCTUggg �8 t_Et�lGTH — — ( � 3 � f V � SEE NOTE 2 INSTRUCTIONS ' W1DTH — — 2 � : :'=:_- �� WA R N 1 N G X NGTH — 5 — q, � -� 40 WIDTH } � 2 2 � f�ORIZONTALBRACE SWIUMING PCOLSAR'.-DANG�ROUS WHEN USeD IMPROPcRLY! CONSUU YOUR TAKE D"rr1LER FOR�AFrP'IN"rORMATION ON iliE SAFE USE OF SWIMMING POOLS. ra.R.�..�a fTISTH�RESPONSJB:_fTYOFTOWnOF"r!CIALS,BUILOERSAfVDHOMEOWNcRSiG s�Eciricariohs �� HUSTON SUPPLY CO_ �OLLOVJ AL1 SA"rc"iY RECOMUENDAiIONS OF N.S.P.I.,ALL LOCAL ORvANCES !6 X 32 16 X 36 20 X 40 �� `"" """AL9ERT AND��UIPMEM MANUFACTURERS. 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YZ��.�at�� T e.�r6f}+1�3., K„�, . �'Ra!-�y � .r :��„ ... � A ,t lu�:��: 4- � +.•,: ►� Mod��''� tte� �ert�c�;i�.• ittec?'��.�� '�=�x�::..�!!�'h�.�'��aPa�.C�Yi�� $1�:,::. ��Nfll� � 1�l.'l � 81'81)x�� ~ @t@{� "�* t'�Y' k 4. � ��"�` �"+'�C�' `�*yy�?' t.' �.�;wi.t..r�' .� oa« 4��:�.::� -� ��,��a��x.�r;�. �.:��,��"�'.n��z��rs;;:.�;��j,.1b.h!a:._�;a-��.hRs.,:� . �� 1 1 . 1 1 11 111 s. 11 • 1 1 .2 1 1 111 •1 111 1 i 111 1 1 1 1 111 •1 111 1 S 111 • . . . . • . � � � • • � � � • � � • • •-� • • � � • . • •. . . .• • : •�• • • �• �• . . • • • • � • . . • • .•. • • . • . • •� • • • �• �.• • � �• • . • • •• � -• • � • � • � ��- . . , ; • � , .� � � r � � 1 � � 1 ill i • •�• � 1 1 � � � � �°r �' �'f� ��, ;j'�`�� ° x`�'"''` NAYWARD AU'TOMATIC ' ,L, i4.� ' a�;t��t`�4si.: ��' . �' � � � n� :'��` PRESSURE STYL� '��}r. • 1 V � �� 7 •! .�V ,� i *� �e .`�w� �Y ��, .� ., c. �_ ��'�� 1e �� .��k �� : � r,,. v � - .�',.�.",��, �`�.5�.�'i�-: ,�� . , �.�� FEATUR�S: �� xY1` C ! t �. �i , � � ,�. .,.:. }xc`'`pa� a�"��M��f•�—� �,�,�,. ` '� ,��i�'' � uJ. . � rJ��tf �' ~�� ''��y1ti''�': � M �� '�.�,�.�� d�SY-I.OK COV�I� �SSEfVIBLY has thread-assist - ,V ,�'r P �4 P }1L Sy`�d t h ,a�- �� 1 �-��. Y� � � '�� ' '�� mechanism to provide depQndable sealing plus conven- 7L�� e�,.� t'•.l-.Lsv.�i{{f �+ atsi ��<,Mc i- � 1: �� f ��L ,-��; �;Y�-�; ' � . - iont accoss for adding tablots or sticks. L"�, � C � � x�,�PL.rk"t �„�fr�Lf4�.y 't�sa. . _ " ;;, t��" � ,. _ ,,�� s�•�� r� +�,.,9 ��,,,,��,� Ci-�l.Ol�INE CFIA�IIBER has extra large capacity.CL-100 :S } 1,� .,� :1.�P t� Ar c''• r`" s "1'f� �x �,� , �� „: ��_ ��.�r.�;� :,� r�i series feeders hold up to 4.2 Ibs. of Tri-Chlor t�bs, while ? ,^w.'`�,y� ,:. y� .'<�a �f F.6.i�;��: ��h,i r�. ! 1..7.�'�,r��17� - ';,, �• , �, �;, , � , ,., ,. . �,,'� ��- �-r , the larger CL-200 series has a 9 Ib, capacity ta meet the . t ,� �uf . + : ' �- e�'f' �"i�,'�''t-.z � • _+ � .� � �j �� , r ' ,��.,�. � �'�,��, �� roquirements of all sizes and typos of pools. aorrosion- � � ; y, ;�rj� '�-y° � ��`a�;: �� . ` ��"'F proof, versatile design accommodates large or small .;�, ,,:w..b..} i,�� <5 �� -_ �i• -+<="-� *' �,; 1 :x' F t4 ` i �'�,d gi�=•��+� slow-dissolve tablets or sticks. , ��,� �,�� .: �� ua�� ;�x �� f' ' , �. �,� '��-'� , , X,� f; .��.�s,�..:.��E [5lt�L REGULATI'�G VALVE is easy to use and lets you � y � ° �,�y'�,�.�� q�`Y i �_�� F�� ,� `� ;, ,p ,; �„�,f,'��-�{�� control and adjust the rate of feed for your pool's variable �ii•' -.. �`f{,��s 1 i . �tf .r I yT�v.-.z. � �, N?V"� � ^l, ' � �_.� �.� ,�� ; 'r�k�r��'� r� requirements and chlorine demand. ; ' ':. �,��'» .�!=�: F�E�ER TUBE provides controlled outlat flow of highly `;�, ^�;ixs.��.'��` x concentrated chlorinated water plus serves as an auto alr � � , ,,� ; �, � rolief to oxpol entrapped air from tho chiorine chamber, :,� ,� � VERSA'flLll'Y for new or existing pools. Select eith�r �'''..s?;��c�'-.� -� � �`� , � � ~� direct in-line or off-line unft to make installation easy for � �� , ��, �� _ `�� your pool or spa system. a:.tY,t:.t_ _ . _ - ._. -.�.�4<- ?rC-- :i��r.�:_ �a .ir— .'+�— •r-- � PUMP �PUMP HEA7ER FILTEH .,� HEA7ER FILTER ,4� I ��^"'°"�� FROM TO POOI ��•��•a� FROM ,�, POOL POOL �1ETURN ,� +— f 70 POOL � f--OU7LET �+�4--INLBT CL•100 and CL-200 IN-LINE CL-110 and CL-220 OFF-LINE FEEDERS are turnlshQd with 1'/," FEEDERS Install next to flltor sys- FPT thraadod Inlet and outlet.For tom and work on system pressuro e� rigld PVC piping Installatlons,1�l," dlfferentiAl, Connects easily with � socket flush unfon connectors are compression couplings for new or avallable to provide a profesalonal oxisting systom, All necessary 3io��HOLE Installation that Allows for future O��tian�al connectors and tubing are fur- Sadtllo Clamp Assombly. service. Union Connoclors nfshed wlth each teoder. For oasy installation in systom piping. New economicai automatic chiorine foeders sized to handle the sanitizing needs of most residential pools. They have 4.2 Ibs. capacity and feature an incremental dial control valve for ;;Q accurate metering of feed rate. .,.�...�..�a...�,.��.......�....�...,.d..�.r..� _-_ ___ �__�,:- CAU710N: Hayward�automatic chlorine feedors are dosigned to �-_r�:: use only Trfchloro•S-Triaz(notriono tablets (or sticks) -siow -� � dissolving rypo.Consult your pool doalor for completo informatlon. CL-'110 � CL-100 lf� �. �� i� . � d HAYWARD POOL PRODUCTS,INC. 9p0 Falrmount Avonue,EIIz�Uelh.NJ 07207 ;.� Calllornla; Cenndn; Qnlglum: ' Nny�vnrd Pooi Proclucls,Ina Hayward Pool Protiucl^C�nntlt Hny�vard S.A. 2D75 Pomonn Boulev�rd 20110 Plymoulh Diivo Zoninp tlo Jumol �, Pomona.CA 917G8 Oakvillo,OnI�rW l6H 5R�t DOOJO JumoL f3elpmm �ig00 Hnvwnrd PrInInA In U.S.A. � • - - . , r.b1�F� . , • ,� � � '� -,�;� Pr'afessi4na� Service Indusfiri � ' Pit�sburgh Testin L �S' �nC. . g aboratory Division 'TEs'1'EO FOR: Cowr-Fon1a, Itta , A7�: ��, ��ak PftOJECT: Pool Caver Safery Tests 66 E�st 3335 South S�It L�ke Cky, Utoh At115 DA1'�: Au�ust 19, 1993 OUR R�PQRT' NO» 7Q6-30110.001 On August 16, 1993, professional Service fndustries was cont3ctc�ct by Cover-Pools, inc, and asked that PSi revfew ASTM Standard � 13�46..g1 to see if tesb performed by, pS� ;n May �nd June ot 1990 m�et the siandard perforrnance Sp�ci�tton of ASTM F1346-91. Th� standard was reviewed, and tests performed by PS( meet the requlr�ment� of AS7M F1346-91. The foflowfng Is a repori issued by PSl to Cover pnols, lne. �of Poot Cover Safety tesis Whrch meet the criteria of ASTM F1346-91 (forme�iy � AS'1`M �513). On May 31, 199Q, a representaWe of Profession�l Service (ndustr�es was at the Corporate Offices of Caver-Poofs, lnc, iocated at• 69 East 3335 South, 3aft Lake Cfty, Utah &3115, to perfnrm safety requirements tests on Cover-Poofs, Inc.,Savc�-T-Cover II safety covers. 'i'�e safety tosts perfarmed were in accordance with �1S"fh1 ES 93, Emer�encyr Standarc! Performancs Speci�icatian for Safery Covers and �Labeling Requirements for a)1 covers for SwimmiRg Pools, Soas and Not Tubs. A 16' x 32' pUof was lflcated at.the Corporate Otfices of Cover-Paols, inc. The pool was equipped wrth an under track Cov�r-pool safety caver and top track (universalJ�Cov�r-Pool safety cover. ThQ trac�ing systems wer� connected ta a recfwwood deck, with the connections at Ewo feet on center along the length of the deck The safety cover fabric used in the under tracic system had a pnys(cal property oi 16.2 oz/sq. yd. The safety cover fabrtc used in the top track system had a physical pmperty of 13.2 oz/sq. yd. STA?1C LOAD 'T'EST The stattc load test was conducted on both Crner-Ponl safety covers in aa:ordance with s�ct}on 9.1 of AS7M ES 13. The� wQights usad w�re welghed using a cafibrated scafe which is traceable to !h� Nationt�l Bureau af Standards. The three weights used each had an area of one squate fQot. One wefght wGighed 51.0 Ibs., one 210.1 ibs. and one 226.3 Ibs. Tt�e tatal weight used fdr the statfc load tests was 487.4 tbs. Three points were tested for static load on each Cover-Poof safery cover. The locatiens of the thr�e points are as�fallows: • 4' from the end nf the pooi in the,center. 10' from the end of the poo! (n the center and in the cenier of the pool. Both Cover-Poof safety cvvers met the performance requirements for the stat(c foad test as ouUined in A5'T'M �S 13 sectinn 7.]. � 2955 South Wost Temple Streel • Sa1l Lake Ctty, UT 84115 • 80t/48a•g827 • Fax 801/487•3312 . - ---- - . �� N.(�.'/(12 r i'ERIMETER D�i=LLC7'ION TEST • l�he perlmeter deflection tQst uvas conductad an bath Cover-Pool safety covers in accordance with sQctian 9.2 of AS1'M ES '13. �th a 50 ib. weight placad 4' from the edge af the pool on top of the safety cover, tf�e test obJect was unfible to pass �hrough any opening at !he �erimeter o( the poo1, Both Cover-Pool safety covers met fhe performance requirements for fhe perimetgr deflecf(on test as ouilinod in AS7'M ES 13 secHon 7.2. SURFAC� DRAINAGE 7ES7 On June 12, 1990, the surfacc3 drrainaga test was conducted on a Cover-Poo! safeey cover whkh was instatled on a k�caf �rivato poo1. "1`ho tracking systom was an under traeft system. The pc�o� d{mensfons were 14.17'x4;t.5'. 1`h� surface drafnaga tesf was condueted in accardanco with AS7M ES 13 sectian 9.3. Wafer was �pplied evenly at a rate of 11.7 gpm per 1000 sq, ft. A amall sump pump, with dtscharge capaclty of ZO gpm, was placed at one end of the safety cover with fhe dischargo hoso snaking the length of ttae pooi, on top of the s�fety caver, and discttarging at th"e oppos(te end irom ihe �ump, The water was applied for 30 minutes with ihe pump on and (n place. The water wa� then shut off and ihe pump was �Aowod to run for an �addittonal 30 m(nutes. Ttie tesi mannequin (Timmy) was then pfaced upon the salery cover. At the end of 3 mfnutes after placing Timrrry upan the s�fety cover, an unsafs amount of water as doscribeci in AS7M ES i3 sectbn 9.3.'I did not exist. The Cover-Pool safety cover met tho safety roquirements as out(ined in ASTM �S 13 section 7.3. Alf safety covers and equipment tested were standard �s provided by Cover-Poois Inc, Safety covers were inst�lled according to Cover-Poofs, inc. standard installation criterla. Inspectnr. Jerry Haft aaui.ry nxa�rn�a.e aa.v to vsc+r�c w.tua Ycaren. RIl01fT�W1Y HOT E!f71VA00t1ClD.I(JtCE/r H FL�.1„Hlttld/7 WRliTU'1►E1lA1LTEi0r!W►61.INC. ReapaatfuUy aUbmHtad, Profesa/at�l Servlco lnduatrhs, lnc. Jo.�y o. w.n ilepattment Manager � � TOTAL P.H2 � � � � Aufiomat�c SKN�mers a�;� AUTO-SKIM'" SERIES FOR IN-GROUND VINYL AND FIQEf�GLASS POOLS SP1084 Auto-Skim'"Series Skimmers for vinyl ; and fiberglass pools are large capacity pre- cision automatic skimming mech�nisms for residential and commercial pools.Molded of , � ' rugged,non-corrosive ABS,it's non-corrosive -�w'�''"- �� . .._.--� � , � a �, 1 and non-conductive. ,; • i, �, - : � 4: �.. . ; The SP1085 Auto-Skim Wide Track Saries ' . ':�� ` � •. � �'�,+' : Skimmers are molded of durable,non corrosive ; � 'L � r �; • ':«�x;;h�'` � ABS.A wide 15'/z'skimmer face opening � ,��,w `� ' '�� j • ,,;��,�,,y,��'v`�'`, ,� Y ` allows for maximum skimming action. '� . f, , ;, � '� ,� �. � Tlie Float Valve�nd Equalizer Kit provides � !�� ; maximum flexibility for your swimming pool � 7'� � �' application.Commercial application needs can h' '' (*[ l C ` be met by adding the kit to any of Hayward's NJf� NSI� ' SP1070 or SP1080 Series Skimmers. _ _________ SP1084 Auto-Skim SP1085 Widc Trnck Auto-Skim ' Applications •In-ground,vinyl,fiberglass,residential or ' I � � � � , ; ; , � � commerCial pools All vinyl/fiberglass pool skimmers are packaged with face plate,gaskets and screws. Features Model Pipe Cover Throat Cm Ctn Number Site Sryle Length Qty. WeigM •Snap•in weir adjusts automatically to 4%"variation SP1o80 A��to-Skirn Serics ^ in water level SP10E341" 1 'h'FIP Square Q'h' 1 13 Ibs. •Optional extension Collar allows 2 fi"additional SP10B41 R t 'fz"FIP Round S'h' 1 13 1bs. vertical height SP104410M 1 'h"FIP Square Q'h" 1 13 Ibs. �1'k"or 2"FIP threads for piping versatility SP1084 2"FIP Square a%" _ 1 13 Ibs. 'Skimmer package will also include exUa long 1%'screws. •Integral Flo-Control Slide Plate -oM oes,�naciun�enotes;hru wall ou;sidc mount un�netal wall puuis. NOTE:All SP1080 Series skimmers are available with tho float and equaiizer k�t w rneet specilic NSF commerci�l requuements. •Optional float/by-pass valve provides a main-drain thru skimmer system plus an automatic safety by-pass for Auto-Skim Wide Track Series ___ ` SP10�51 OM 1 'h'FIP Square 12 Ye" 1 1)Ibs lowwaterconditions SP10�52' 1 '/z`fIP Square 9'/<" t �G ibs. SP108520M 1 '/s"FIP Square 9'/a" 1 16 Ibs. -OM Oesignation denotes Ihru wall outside mount on metal wall pools. � 'Skimmer package will also in�lude extra long t%a`screws. Auto-Skim PT&Economy Series ----------- -- ' — -------------------------- SP1097 1 'r�'FIP Round 12'h" 1 91bs �` Clip Art Model Ctn. Ctn. __-- Number Description Qry. Weight - Accessories ' ,'. . • . a � , . ----------- -- SP104hF Face Plate Cover—"Snap On",for SP108� 30 11 Ibs Skimmers—white SP10a5F face Plate Cover—"Snap On",for SP1085 18 10 Ibs. Skimmers—white SPtoIIa� SP1085�OM SP107II Equalizer Valve for SP1080 and SP1070 Series 25 4 Ibs. SP1087FV Float Valve Assembly.For SP1080 Series 24 30 Ibs. SP1080FV[KIT Float valve and equalizer kit for SP10n0 Series skimmer 10 15 Ibs � (NSF listed tor commercial applications') SP1082GV Skimmer-to-Main Drain Valve Assembly for SP10B2, 24 18 Ibs , , e SP108�1 and SP1075 Series �� { SP10a4P1 Extension Collar for SP10II2,1083,l OBh and 10n5 Series 50 38 Ibs. �1; -- -- --------- -- -- 'for commercial applicauons,add the kit to any SP1060 Serius skhn�,��e�to make a cormnerci�l sA�r.::r�er. SP1082N SP1097 For replacement pArts see pages 234-236. w�Yw�� C��VIA U��VLS 7'vtallY . al'W��r � For concrete or vinyl/fiberglass pools, i I � � � , Hayward U.L. listed suction outlets are available in a wide range of styles and Co�e� sizes to satisfy any installation require- Model Replacement Cover Open Pipe Size Ctn. Ctn. Number Number" Dimension Area Side Outlet Bottom Plug Qty. Weight ment.Whether you install frame and Suction Outlets(Concrote► grates,for residential or commercial SP1051AVPAK2 WG1051AVPAK2" 7 3/"Dia. 7 in.7 1 'f"FIP 1 'fi"FIP 6 35 Ibs pools, or surnp-type drains, Hayward SP1052AVPAK2 WG1052AVPAK2" 7 3/a"Dia. 7 in.7 2"FIP 1 !�"FIP 6 34 Ibs. suCtion outlets Set the standard in SP1053AVPAK2 WG1053AVPAK2w �3�M1"Dia. 7 in.' 1 'fi"FIP ?_"FIP 6 32 Ibs. quality and value. SPt054AVPAK2 WG1054AVPAK2" 7 3/a"Dia. 7 in,' 2"FIP 2"FIP 6 33 Ibs. Deluxe Suction Outlets with adjustable plaster collar(Concrete) Hayward SP Series Suction Outlet SP1153AVPAK2 WG1153AVPAK2" 7 3/a" Dia. 7 in.� 1 'fi"FIP 2"FIP 6 32 Ibs. Assemblies comply witl� provisions of the SP1154AVPAK2 WG1154AVPAK2" 7 3/a" Dia. 7 in.' 2"FIP 2"FIP 6 37_Ibs. ASME/ANSI /�112.19.8M-1987 standard. Frames and Grates(Concrete) _ SP1030�V?PAK2 WG1030AVTPAK2* 7�/o"Dia. 7 in.t — — 24 46 Ibs. Hayward WG Series Suction Outlet SP1037PAK2 WG1032PAK2" 12"x 12" 68 in.' — — 8 47 Ibs. Assemblies comply with provisions of SP1033PAK7_ WG1033PAK2" 18"x 18" 168 in.' — -- 4 28 Ibs. the ASME/ANSI A112.19.8M-1987, 20I�� 1�vailable in gray and black.Add GA ro motlel N for gray or aLK for black. Suction Outlets(Vinyl/Fiberglass�pncludes gaskets and screwsl standards, SP1048AVPAK2 SP1048AVPAK2" 7�/n"Dia. 7 in.' 1 'k' FIP 1 'k"FIP 6 37 Ibs. SP1049AVPAK2 SP1049AVPAK2" 7 3/a"Dia. 7 in.' 2"FIP 1 'fz"FIP 6 36 Ibs. ., �j NOTE;'Deginning tst Qtc 200a,all suction outlets,except SP1032PAK2 and SP1033PAK1.,will include new �'� L,WAR N I N G covers.The replacement numbers are intlicated above. `�� Read and follow all instructions. Mode� Ctn. Ctn. Failure to follow instructions can Number Description Qty Weight r f�' cause severe injury and/or death. qccessories •A minimum of two functioning suction outlets per SP1048RKIT" Suction Outlet Accessory Kit 10 8 Ibs. pump must be installed.Suction outlets in the same plane(i.e.floor or wall),must be installed a minimum WG1051 X Atljustable Plaster Collar(1")for concrete Suction Outlets 12 4 Ibs. of three feet�3')[1 meterj apart,as measured from WGX1048EBLK Suction Outlet Cover only-black 10 5 Ibs. pipe center to pipe centec SP104BAVH Suction Outlet 8umper. Fits Haywartl AV tlrains to keep 10 3 Ibs. • Dual suction fittings shall be placed in such locations automatic suction cleaners off drain cover � and distances to avoid"dual blockage'"by a user. �NG104aEW Suction Outlet Cover for Wall Installations(72 gpm) 10 5 Ibs. l • Dual suction fittings shall not be located on seating "For use with SP1051AV,SP1052AV,SP1053AV,SP1054AV,SP1153AV,SPt 154�V. areas or on the backrest for such seating areas. Relief Valve and Suction Outlet Collectar Tube • The maximum system flow rate shall not exceed the SP1056 1 'fz" MIP Hydrostatic Relief Valve,Spring-Loaded 25 6 Ibs. flow rating of any listetl(per ASME/ANSI A117_.19.8M- SP1056T - Installation and Removal Tool for SP1056, 1057 20 36 Ibs. 1987)suction outlet cover installed. SP1055 1 'fi'/2" FIP Collector(Pebble)Tube, 12'long-slotted 25 9 Ibs. • Never use Pool or Spa if any suction outlet component is damaged,broken,cracked,missiny,or not securely attached. • Replace damaged,broken,cracked,missing,or not securely attachetl suction outlet components ---•------------------------------- -------------�----- immediately. �'ciiPan • In addition,two or more suction outlets per pump installed in accordance with latest APSP, IAF Standards �, � � �. , _ and CPSC guidelines,tollow all National, State,and vm�� _ local codes applicable. -"" �-- � .� � r_,: � ��. NOTE: Soo"Guidolines for Addressing � �i, �,;��j Entrapment Hazards witli Pools and Spas," U.S.Consumer Product Safety Commission, SP1153AV SP1051AV wsioaa Publication#363-009081,(301)504-0400 or www.cpsc.gov/cpscpub/pubs/363.pdf. For replacement parts see ppges 231. �Al(1AIARD � � �� Underwater lighting mra��y � COLORLOGIC° 2.5 LED POOL AND SPA LIGHTS a�'"'a Forget about lighting as you know it. ColorLogic's patented Chromacorem technology combined with a micro- processor and the most advanced LED's in the industry to deliver high intensity �, ,K= + ` �,.: � -.�,: �� and an unmatched selection of colors. �*: � ti�y M � ,,, - � � ColorLogic is the most energy efficient .,{t��'�� x�'��,?`+4 �"�Y° ` �' �' �?j��µ�, � 1 i i'y- �,4.. ..S'r�'` � •r�� R �7a.M��}._� i� colored lightiny technology available in ��`' r�,t1 > >> ��i'" � �;r � � � ��'#��Y . � the industry. s ��#�3= ��: ��.. _ ;�,�}��;r°�i� . Sychronicity of multiple lights is a breeze ,��. �� , , ' as the microprocessor is identical in all �.�>� ColorLogic pool and spa lights. "��'_�::-' w�;, Hayward leads the industry in offering the latest in I.ED lighting technology � � providing the widest spectrum of color ehoices, plus unmatehed performanee SP0523LED50 with plastic taceplf+te SP0523SLED50 with stainless steel faceplate through these features: Features � � � ' I ' � � ' � ' ' � • 12 preset programs-5 fixed colors and 7 color- changing shows Plastic Stainless Steel Cord Ctn. Ctn. • Sealed unit requires no maintenance Face Rim Face Rim Voltage Length __Qty. Weight •Ability to synchronize 2 or more lights for pool �aW Voltage _ _ and/or spa SP0524LED50 SP0524SLED50 12 Volt 50 ft. 1 13 Ibs. SP0524LED100 SP0524SLED100 12 Volt 100 ft. 1 19 Ibs. • No moving parts Line Voltage _ • Offers the industry"s only integrated feature of SP0525LED30 SP05255LED30 120 Volt 30 f[. 1 9 Ibs. 15 seconds of white light at start-up SP0525L[D50 SP0525SLED50 120 Volt 50 h. 1 11 Ibs. • Longer life than halogen,metal halide,or SP0525LED100 SP0525SLED100 120 Volt 100 ft. 1 15�/21bs. incandescent bulbs • Pattemed thermoplastic or stainless steel face rims available • U.L.listetl for fresh water � � � ' � � � ; � � � f • 12 volt and 120 volts available Plastic Stainless Steel Cord Ctn Ctn. Face Aim Face Rim Voltage Length Qty. Weight Low Voltage - SP0532LED50 SP0532SLE050 12 50 1 8�/2 Ibs. - ------------------------- SP0532LED100 SP0532SLED100 12 100 1 131bs. - � crpart SP0533LED30 SP0533SLED30 120 30 1 8�/z Ibs. SP0533LED50 SP0533SLED50 120 50 1 10�/2 Ibs. '- � � SP0533LED100 SP0533SLED100 120 100 1 151bs. , Q / � �\��,��y�;,� ;/ ��,1\��",,�,, . ^\ �..��Hi�i�ki� i � . �., �F��>> i � ''1 ��t� �� See Niche Chari on page 76 � , , � � �, �fi��l��, �r� %`��,h� :� v� i] w . � Special Note:Hayward does not recommend tlie installation of these 12 Voit iigh;s witl�caUiu Ieryth abwe SG Ivd�tagu�v&�iable�o � __.;�,y� the light is d�.minished to a level tha[siyni`IwnUy reduces P�yht output�.Hay.vard docs na;r�commenC ti�e installa,ion ol 120Volt lighu � ,, s ,. ,.- with cable length above 150'.For 12 Volt liflhts requiring longer than 50'cable or 120 Vol1 lighes requirinp longer than 150'cable, � Patterned Thermo Plastic S�ainless Steel Face Rim r{aywa«f�e�onunends usiny our JunClion f3ox S('0680 for 3/4'conUuit or Sf'U681 for 1'conduit,and u liyht wiU�cable lenc�th needed Face Rim Gum Uie liyhling(ixture ro L`ie Junct�on ESua.uyhts with corCs up to 200'are UL listetl. for replacement parts see pages 230-232, HAYWARD I � , � � DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE � ., S�HEDULED a ! i �D�- PERMIT NO.�b l S'��oMPLETED ADDRESS (J��/�I 1.��-�_� OWNER TEL HO NO. CONTRACTOR � DESCRIPTION ��-''`�v �� l� ❑ 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 J '�FI1�AL ❑ WATER HOOK-UP ❑ FOLLOW-UP r ��❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNERfCONTiiACTOR TO MEET YOU:_YES_NO � COMMENTS: _ ��cL� ��haG W a o /�� C6/✓1/��'°�P -""_""._ � � 0 � W � Q 2 G� �� Q/ �',.�r.eC- G�ty► Co,�c.i/�i W � W � j d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. O PHOTO TAKEN INSPECTOR WlLL REfURN ❑ TOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED /�PECTION REQUIRED.CALL TO ARRANGE ACCESS. / � Call forthe next inspection 24 hours in advance. (g52) 249-4600 OwnerlContractor on site: Inspector. �� White Copyllnspector's File Canary CopylSite Notice ✓ DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTI E `�S� SCHEDULED !/-v�3 /S -'� PERMIT NO COMPLETED ADDRESS 3 37�� G��s.r� t/,%/�P�. OWNER TELEPHONE NO. CONTRACTOR �: DESCRIPTION ��l ��• � W �Fff�1G ❑ 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 v ❑ DEMO-SITE ❑ SEPTIC INSTALL � OWNERfCONTRACTOR TO MEET YOU:_YES_NO v�i COMMENTS: W ��J�fC� – .lJa.� D�*�l a j � '�d f ry►5 •-- O� �b - 0 , ♦ p� � ��1�.S/(�.f t cS��Y,�� G✓W( ,� �s v �5�`. 7T—� ° � Sa r'/ -�6� W � Q z �r reG� .� �,� -t� �a�i�4.�. � W � W � J d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � CT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WFLL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-4600 OwnerlContractor on site: Inspect � White Copy/lnspector's Ffle Canary CopylSite Notice C�� --� y� C�� DATE TIME CITY OF ORONO CALLED IN � INSPECTION NOTICE t�HEDULED PERMIT NO. '� o�J"O COMPLEfED ADDRESS ��f�l"(� �� i�� OWNER TELEPHONE CONTRACTOR ��, c �� 0�1 S � DESCRIPTION " � r�-� ly� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL I Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL y 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � {. I � 11 � " +�i . � � O � � O � W � Q � 2 W � W � J d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT WOFK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WIIL REfUFN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cal1 for the next inspection 24 hours in ance. (952� -4600 OwnerfContractor on site: Inspector. White Copyllnspector's File Cenary CopylSite Notice ✓ DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO.Z.Oi y^ �j�1`� COMPLETED 7 ' �� ADDRESS h 5 � � ��., � ,vl. �� c�c� OWNER TELEPHONE NO. CONTRACTOR ; � DESCRIPTION �'�' ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ SULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � NAL ❑ 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 y CO MENTS: � a � �� c�� l� � � J � r �� t�v� ,�� ;�� .� ,�� ,�� ,� 0 _ �� -f W � Q � 2 W � W � � J a W ❑WORKSATISFACTORY:PROCEED ROJECT COMPLEfE � O CORRECT WORK 8 PROCEED ❑ IS CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (952� 249-4600 OwnerfContra n site: Inspector. � ��'=� � White Copyllnspector's File Canary CopylSite Notice