HomeMy WebLinkAboutSwimming Pool Application x' '}-__3
3c/ City of Orono
Building Permit Application
for Swimming Pools and Hot Tubs
0:0:Y Mailing Address: Permit number: o2O/ g as 4-
PO Box 66
Crystal Bay, MN 55323-0066 Date received: 3 -' D -( g
Street Address: Received by: —
ti 111 L 2750 Kelley Parkway Plan review fee:
`� Orono, MN 55356
`itEsH00" 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 / �VG/j!l2 4'i DI,'4 , dwd>✓d
CONTRACTOR I APPLICANT 5�� TI JjI
Name: D C
11
State License# Expiration Date:
Phone: /lja'lak ♦J;D Fax: �,5
Address: 0 D 31-( City // (,eI✓/i ZIP: 'S S-U 1d
Contact Person: /'11 'E -/Ethey Contact's phon
Email: 4 S 0 /04,t god .0 a ( Applicant is: Contractor Homeowner (Circle one)
549 pr . ev "I
PROPERTY OWNER INFORMATION
Name: Mak e 13
fi/73l /3t1'd id
Phone (day): 6/j — ?1tv-- GG
Mailing Address: /, y �U?7// ,dd hi ,OK $ ZIP: S's'34. (
Email and/or Fax: X114)A/ /--idyy//i./ 3/ 3yet, 6' hJ 1Q/( . CO 14-1
ENGINEER INFORMATION;
Name:
Phone:
Address: City:: ZIP:
Email: Fax:
PROJECT INFORMATION:
1.POO i Hqt Tub Dim nsions: 4.Accessory to: 5.Type: 7.Retaining Walls?
2-0 X (�� feet
2. Heated? es 0 no Single Family 0 Above ground 0 yes ( io Height
3. Excavated materials will be: 0 Multiple Family/Condo ,ln-ground *A building permit is required
0 removed from site for any wall 4-feet or greater In
used on site ❑Public
0 Other(specify) height measured from the
Other:(specify) /a) 0 Commercial bottom of the footing to the top
J/ ) Total Cubic Yards 0 Industrial of the wall, even if it replaces
6.Sewage Disposal& an existing wall.
***Any earth movement may require 0 Other:(specify) Water Supply Tiered walls are considered
MCWD review and permits. one wall unless they are
Minnehaha Creek Watershed District(MCWD) U-Public Sewer separated by twice the height
15320 Minnetonka Blvd
Minnetonka,MN 55345 ❑ Private Sewer of the higher wall.
Phone: 952-471-0590
14'Priblic Water
Fax: 952-471-0682
www.minnehahacreek.oro 0 Private Well
Estimated Construction Value $ z/deO)'
Packet Last Updated: April 2016
Page 22
REQUIRED SUBMITTALS:
All of the information must be submitted in order for your application to be processed:
Not
Enclosed Applicable
p 0 Building Permit Escrow Agreement and Fees
❑ ❑ Plan Review Fee
❑ Completed Application Form
— ❑ Proposed Pool or Hot Tub Plans—2 sets, full-size, to scale
0 Survey—2 full size, to scale (meeting ALL survey requirements)
" ❑ Hardcover Information
❑ Septic System Certification
❑ (❑ Minnehaha Creek Watershed District(MCWD) Permit or
documentation from MCWD stating no permit is required
❑ Landscape Walls and/or Retaining Wall Plans
❑ Storm water Pollution Prevention Plan
❑ Data Privacy Advisory Form
❑ 0
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.
64/71 Applicant's Signature: /d '�'�'G Date: 3•
Owner's Signature Date:
Packet Last Updated: April 2016
Page 23
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( THE CONSTRUCTION METHODS ILLUSTRATED APPLY
0°' CORNER BRACKET ONLY TO NORMAL GROUND CONDITIONS. IF UNUSUAL
SOIL CONDITIONS ARE ENCOUNTERED (I.E. HIGH
�p N/T" x 1" ASLT WITH ORGANIC MATERIAL, HIGH WATER LEVEL) ADDITIONAL
NUT & 2 WASHERS MEASURES MUST BE TAKEN TO PROVIDE SUBSURFACE
(TYP. 14 EA CORNER) CONDITIONS WITHIN THE STRUCTURAL CAPABILIES
�\„><1,P-440.0,
°: OF THE PANEL. ANY ADDITIONAL PRECAUTIONS OR
QpX> _ M,
J) , METHODS OF CONSTRUCTION ARE THE RESPONSIBIUTY
stkO �; ' OF THE CONTRACTOR. (NOTE: DECK SUPPORTS ARE
OPTIONAL)
/ 3/8” x 1" BOLT WITH BIG VEE POOL DECK
NUT & 2 WASHERS 6" RAD. INSERT
\ (7 PERREO'D.)111 RADIUS CORNER
COPING �71614911111111,1,1111,111111H----. �...„ i
;11/20; sTEEL 14 cA ,,,,,,
TYPICAL CORNER DETAIL .:.: ,, `'
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(G235)GALVANIZING (RECTANGULAR POOLS) .` ;�� °",
`�JiiiA I U .e V''':•,'"''''41(,,
4 MIN. B" THICK CONCRETE COLLAR I'-
REQ'D. AT BASE OF WALL PANELS
11.
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y� DRNE RODS THROUGH ;�►� ��
HOLES IN PANELS .�.
�r� INTO UNDISTURBED EARTH. ,1 "
3/8" x 2 1/2" BOLT W/NUT
2" SAND OR VER/A. • . ,
REINF. ROD ,�
SUPPORT CURVED CORNER
BRACE TIE COPING
� SBOLTED TO THf.ANGLE. /
POST IN ANY OF NE PRE-
UNDISTRUBED
PUNCHED HOLES. EARTH
TYPICAL WALL BRACE ASSEMBLY BACKFILL SHALL FREE-DRAINING
CLEAR GRALAB MATERIAL SUCH
AS SAND, TRACE CLAY OR TRACE SILT.
CORNER BRACKETTYP. LINER 'INSTALLATION DET.
3/8" x 2" BENT BOLT
CONCRETE DECK REVD. W/PEER&02WASHERS
"'-' \ TYPICAL CORNER DETAIL
1 RIM-LOK COPING (GRECIAN POOLS)
EXTRUDED ALUMINUM PLANNING NOTES:
12-14 x 1" SELF DRILLING t
FASTENER (18` O.C.) SET WIDTH OF POOL AT RIGHT ANGLES TO SLOPE
ii.: . FINISHED ELEVATION OF DECK TO BE 1'00" ABOVE
SURROUNDING GRADE
I - ��I VYNYL UNER . PROVIDE SWALE AROUND UP-HILL SIDE OF DRAIN.
I (HUNG) SURFACE WATER AWAY FROM POOL
1 . CONCRETE DECK SHOULD SLOPE MIN. 1/4" PER FOOT
f AWAY FROM POOL
. PLOT PLAN FURNISHED BY OWNER TO SHOW POOL
POOL WALL PANEL LOCATION AND ENCLOSURE.
RIM—LOK COPING DETAIL . ELECTRICAL, PLUMBING AND FENCING TO CONFORM TO CARDINAL SYSTEMS
ALL CODES. w + (570)366-4133 386-1118
NOTES: . OPTIONS EXTRA IF REQ'D. BY SITE coNDmoNs OR
SCIRMALLWHEN SPECIFIED BY OWNER. Mt
11'4E' 't
: 3/16/02 "tONSTR. DET. SHT.
MEETS MINIMUM STANDARDS OF THE INTERNATIONAL RESIDENTIAL . AT LEAST ONE MEANS OF EGRESS SHALL BE PROVIDED. 'sc.. NONE HUNG LINER STL. POOL
CODE 2006 AG103.1(ANSI/NSPI-5 2003) AND BOCA1996. OPTIONAL STAIRS OR LADDER tswiat PEB " 14" CONSTDET
Suction Outlets
ROUND SUMPS,COVERS,FRAMES AND ACCESSORIES -
For concrete,vinyl and fiberglass pools,;
Hayward round suction outlets are
- -4.44.1r4�-� �,, .: , t available in a wide range of plumbing
..414.4.,�y��~ , 'A"•� ,;3 M."`i^z configurations,plaster collar options
f . � ),t ,�` and colors.:==t;?::W
• and cors
construction or replacement covers on
existingapplications,Hayward.%.,*... i , , ,
PPlitiHyWatd SltCtfi/t{ j
a` outlets set the standard for quality
and value.
,I
All Hayward WG Series suction outlets
and replacement covers are VGB comp
CSB ACD
VGB Act and are tested to ASME A112 19.6b-2009
Compliant VGB
and ANSI/APSP-16 standards as well as. ,
W611549 WG1049AV meeting CPSC requirements.
Applications
• Residential and commercial pools
Suction Outlet Buying Guide
• Concrete,vinyl and fiberglass surfaces
Approved Approved Side Bottom • New construction and replacement covers
Cover Flow GPM Flow GPM Outlet Outlet
Model Open Area Floor Wall Pipe Pipe Ctn. Ctn. •All Hayward drain covers can be used as a single
Number Size Sq.Inch (Horizontal( (Vertical) Size Size ay. Weight replacement cover when installed on the same suC>> <:
Concrete line as an EcoStar®SVRS or a Stratum®SVRS
Cover and frame(2 pack) (See page 14 for more information on EcoStar SVRS)
WG1030AVPAKZ* 8°dia. 8.10 125 72 — — 24 46 lbs. (see page 104 for more information on Stratum SVRS)
Replacement cover for floor or wall
WGX1048E* 8"dia. 8.10 125 72 — — 10 5 lbs. Features
Outlet-dual suction(2 pack)
WG1051AVPAK2 8"dia. 8.10 125 72 1%z"FIP 1 '/z" •FIP 6 35 lbs. 'Sumps accommodate the use of SP1056 hydrostatic ''
WG1052AVPAK2 8'dia. 8.10 125 72 2°FIP 1 Y"FIR 6 35 lbs.
relief valve •
WG1053AVPAK2 8`die. 8.10 125 72 1 1"FIR 2'FRP 6 35 lbs. • Replacement covers retrofit to existing Hayward c.
WG1054AVPAK2 8"dia. 8.10 125 72 2"FIP 2"FIP 6 35 lbs. .7 year life
Outlet-dual suction with adjustable plaster collar(2 pack)
WG1153AVPAK2 8"dia. 8.10 125 72 1 h"FIP 2'FIP 6 35 lbs. • 1 year limited warranty
WG1154AVPAK2 8"dia. 8.10 125 72 2"FIP 2°FIP 6 35 lbs.
WG1154SPAK2* 8"dia. 8.10 125 72 2'SKT 2"FIP 6 35 lbs. Gip Art j*..:
(Vinyl/Fiberglass)
WG1048AVPAK2** 8"dia. 8.10 125 72 1 W FIP 1'/"FIP 6 37 lbs,
WG1049AVPAK2** 8"dia. 8.10 125 72 2"FIP 1 Y"FIP 6 37 lbs. S''''- •
NOTES:'Available in Gray,Dark Gray and Black.Add letters GR for Gray,DGR for Dark Gray and BLK for Black after"AV","E" I'v.rivu" *+air- - or° X
or"S"in the model number.
'*Also available in Dark Gray.Add letters DGR for Dark Gray after the AV in the model number.
Model
CM. Shipping ®<
Number Description Qty. Weight
Accessories WG1154AV ^ti
WG1051X Adjustable plaster collar(1")for concrete 10 4 lbs !:
WGX11538* Extension collar with inserts 10 5 lbs.
SP1055PAK2 2'or 1 Y"MIP Slotted Collector Tube—Black(Set of 2) 10 7 lbs. %Y~', e f.
SP1056 2"or 1 11/2"MIP Hydrostatic Relief Valve 25 5 lbs. °f.a§-4711 va+i. i '
SP10561 Installation and removal tool for SP1056 20 36 lbs.
NOTE:"Available in Gray,Dark Gray and Black.Add letters GR for Gray,DGR for Dark Gray and BLK for Black. Allir '
WG1054AV
® HAYWARD For replacement parts see page'
Automatic Skimmers ,::
AUTO-SKIM'"'SERIES FOR IN-GROUND VINYL AND FIBERGLASS POOLS , ' -
F
`4
Manufactured to Hayward's uncomprom - "
standards,these large capacity skimme
for vinyl and fiberglass applications in< '"
":1"-- easily and perform flawlessly even in the .
. • • s most difficult environments.The bodie
• a M .1 are molded out of durable ABS plastic t
,
• and do not contain any assembly seams F?.
• " below water level.They feature a Stan r .r `
• square or round cover and collar asse
4 allowing up to 1.5"vertical adjustment
Additional extension collar accessories f:
.____-•
�S[ Na7F are available to meet needs for all ."
® S ® applications. _
SP1084 Auto-Skim Series SP1085 Wide Track Auto-Skim The Auto-Skim Wide Track Series ---•,-..r.,'
includes all of the same high quality - ',I
features in addition to an expansive 1 A
In-Ground (Vinyl/Fiberglass) Skimmer Buying Guide skimmer face and a choice of two throat.
All vinyl/fiberglass pool skimmers are packaged with face plate,gaskets and screws. lengths.The enlarged opening and ad '�, -
Model Pipe Cover Throat Ctn. Ctn. installation flexibility allows for incre • f
Number Size Style Length Qty. Weight skimming action and reduced time for ..,'..- —1
SP1080 Auto-Skim Series debris removal.
SP10841* 1 '/"FIP Square 8'/a" 1 13 lbs.
SP10841R* 2"FIP Round 8'/i" 1 13 lbs. Add optional float valve and equalizer
SP108410M** 1 1/2"FIP Square 8'/" 1 13 lbs. kit with a NSF approved cover to any,
SP10841OMR** 1 '/2"FIP Round 8'/i" 1 13 lbs. Auto-Skim model with a square cover ,z
SP1084** 2"FIP Square 8'1" 1 13 lbs. ,--,accommodate commercial requirem
SP1084R** 2"FIP Round 8'/" 1 13 lbs.
SP1080 Auto-Skim Wide Track Series Applications
SP108510M 1 '/z°FIP Square 12'/4" 1 17 lbs. ,"
• In-ground,vinyl,fiberglass,residential and comrl
SP10852* 1 h'FIP Square 9'/4" 1 16 lbs. pools and spas ' -
SP108520M** 1'/2'FIP Square 9'/4" 1 16 lbs.
NOTES:*Skimmer includes standard and extra long 1'W screws. Features
**Available in Dark Gray—add suffix DGR for Dark Gray. i-
"R"designation indicates round collar and cover assembly • 1.5"and 2"port sizes for plumbing versatility ".-,
DM designation indicates thru-wall,outside mount for metal wall installations. • Standard cover and collar assembly with
SP1097 Auto-Skim PT and Economy Series 1.5'vertical adjustment ' -'
SP1097 1 '1"FIP Round 12'1" 1 9 lbs. • Color options available y
• Integral Flo-Control slide plate
Model Ctn. Ctn. •Optional float valve for thru skimmer suction
Number Description Qty. Weight outlet system _
Accessories
•Optional extension collar allows 2.5"additional ,._
SP1080FVEKIT Float valve and equalizer kit for SP1080 Series skimmers 10 12 lbs. vertical height -
WGX1082E NSF listed replacement cover for square SP1080 Series skimmers 10 15 lbs. •
Optional stackable notched extension collar altoz
SP1084Ft Face plate cover—"Snap On"for SP1084 skimmers 30 10 lbs. infinite vertical adjustment
SP1085Ft Face plate cover—"Snap On"for SP1085 skimmers 18 10 lbs.
SP1078 Equalizer valve for SP1070 and SP1080 Series 50 30 lbs. k
SP1082FV Float valve assembly for SP1080 Series 24 36 lbs. t
SP1 O82GV Skimmer-to-suction outlet valve assembly for SP1080 Series 24 18 lbs. ,.,,,,:s •
SP1084P1 Extension collar for SP1080 Series 20 15 lbs. ,,' ;
NOTE:tAvailable in Gray,Dark Gray and Black.Add suffix GR for Gray,DGR for Dark Gray and BLK for Black. _,^f;
® HAYWARD
For replacement parts see pages
PLAN/ ,REVIEW' C,CHECKLIST FOR NEW STRUCTURES I ADDITIONS
Address: l3Ce V NO'�'�'` l„ 1Il , Permit No.: 2-00r 'D3Lf
Description of work: I056;14,4_
96;14,. ` moi 950 4= Date Rec'd: 520*(
Septic review by: 5f,WV 1- WQfu Date Approved:
Zoning review by: Date Approved:
Building review by: 617V-,C1 ..1.4XDate Approved: .b/115/1/9
Grading review by: Date Approved:
Zoning District: ii--1,r3 Zoning File#:
Resolution? Yes Reso#: Reso Date: Signed: Yes No Resolution /NA
Zoning: Lot Area: 5{) 1. 0 AC Width: Structural Coverage: SF %
S bmitted: 0 Yes 0 No Date of Survey:
Revised date(?):
Landscape plan submitted? 0 Yes Landscaper: UYkfl l' V\TtN ..A
0 No/ None proposed
Proposed Setbacks: Mt CIA K ACO\ ,,(p 3 -06 - 1`157
Front(L e) Rear(St t) ( N S E @/)5
( N S E W ) Other Buildings Wetland
Side Side
3 ' 33' 31 ' Q-oh
Building Height Analysis:
Distance Between First Floor and defined Top of Roof*(See "building height" (a)
definition):
First Floor Elevation (from building plans): (b)
Highest Existing ground level (per rvey) or 10' above lowest ground level, (c)
whichever is lower:
Difference between b d : (d)
DEFIN IGHT
*If hig est existing adjacent grade is above FFE-Height is(a)-(d): (e)
*If highest existing adjacent grade is below FFE-Height is(a) +(d)
Average Lakeshore Setback
Shoreland District MCWD Permit Met? ,. Bluff
Yes 0 No Permit Number: IT-�CQ f„ 0 Yes 0 No p'N/A 0 Yes fiNo
//ff/E `fes / J
0 N/A-see attached Setback:
Stormwater Quality Existing Proposed
Overlay District Tier Hardcover Hardcover Variance Required CUP Required
(circle one) (% and sf) (% and sf)
1 2 4 5 23.ci(Vlo 3/•Q 610 G 0 Yes No 0 Yes /
0 � XNo
7 2-7t?S157 3.. Types) Type(S)
Updated: June 2017
z:\forms\plan review checklist 06-2017.docx
Fees to be Charged YES NO
Plan Review
State Surcharge ; si
Investigation Fee Qpm
SAC—Num l ti,
Other(specify) t/
Square Footage $ per Square Footage
Basement X = $
1st Floor X = $
2nd Floor X = $
Garage X = $
�d0 a2 0-Estimated Construction Value: $ )
Orono Inspections Required l Work Requiring Separate Permits
Footing 0 Site 0 Plumbing 0 Grading/ Filling
b Poured Wall 0 Silt Fence/Erosion Control 7llechanical 0 Fire
O Foundation Survey 0 Hardcover Removal 0 Fireplace 0 Water Connection
O Framing 0 Other(specify) 0 Masonry 0 Sewer Connection
O Waterproofing/Drain tile 0 Mfg. 0 Lawn Irrigation
O Foundation Waterproofing 0 Other(specify) 0 Landscaping
O Framing 0 Septic
O Insulation
As-Built Survey
Final
O Lathe Required State Permits
O Other(specify)
0 Well Electrical
REMARKS (in-house):
OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED:
O See Builder Acknowledgement Form
O Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved.
Updated: June 2017
z:\forms\plan review checklist 06-2017.docx
Christine Mattson
From: Christine Mattson
Sent: Wednesday, May 16, 2018 9:33 AM
To: 'Michael Keenan'
Subject: 1368 North Arm Drive/#2018-00324
Michael,
We have completed a preliminary plan review for the above-captioned project and find the following item must be
addressed before a permit can be issued:
• Grading plan is marked preliminary and not signed. No issues with grading. Plan should be resubmitted as final
with proper signature.
Please feel free to contact me with 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 address)
St 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
PLEASE NOTE: Summer Office Hours start Monday, May 21,2018
Monday-Thursday: 7:30 am to 5 pm/ Friday 7:30 to 11:30 am
OUR OFFICE WILL BE CLOSED: Monday, May 28,2018(Memorial Day)
1
Christine Mattson
From: Christine Mattson
Sent: Thursday, May 03, 2018 3:41 PM
To: 'michael@urbanecosystemsinc.com'
Subject: 1368 North Arm Drive/#2018-00324
Attachments: SKM_364e18050313590.pdf
Hi Michael,
Per our telephone conversation, attached is a copy of the survey with the pool hand-drawn on it which I received
today. I've also attached the pool contractors contact information.
If you have any additional questions, please don't hesitate to contact me.
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway I Orono ; MN 155356 (physical address)
PO Box 66 Crystal Bay I MN 155323-0066 (mailing address)
it 952.249.4620 g 952.249.4616
flcmattson@ci.orono.mn.us ! www.ci.orono.mn.us
Office Hours: Monday- Friday 8 am to 4:30 pm
PLEASE NOTE: Summer Office Hours start Monday, May 21,2018
Monday-Thursday: 7:30 am to 5 pm/ Friday 7:30 to 11:30 am
OUR OFFICE WILL BE CLOSED: Monday, May 28, 2018(Memorial Day)
1
Christine Mattson
From: Christine Mattson
Sent: Tuesday, March 27, 2018 2:53 PM
To: 'sales@paragonpoolandspa.com'
Cc: 'brownfamily3138@gmail.com'; 'acrelandsurvey@gmail.com'; Roger Peitso
Subject: 1368 North Arm Drive/#2018-00325
Attachments: Escrow Agreement 2018-00324.pdf; LETTER_Incomplete Permit 2018-00324.pdf; Site
Plan Requirements -January 2018.pdf
Mike,
Attached is a copy of the letter and enclosures being mailed today. Please don't hesitate to contact me with any
questions.
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway Orono MN E 55356 (physical address)
PO Box 66 ? Crystal Bay ! MN 55323-0066 (mailing address)
S' 952.249.4620 ; A 952.249.4616
cmattson@ci.orono.mn.us 1 www.ci.orono.mn.us
Office Hours: Monday- Friday 8 am to 4:30 pm
1
.swIv
V CITY OF ORONo
Street Address: Mailing Address: Telephone(952)249-4600
'YF 2750 Kelley Parkway P.O.Box 66 Fax (952)249-4616
lgKF O��L Orono,MN 55356 Crystal Bay,MN 55323 www.ci.orono.mn.us
SH
March 27, 2018
Mike Henry
Paragon Pool
PO Box 234
Willernie, MN 55090
Re: Building Permit Application#2018-00324
1368 North Arm Drive
On March 20,2018 the City received a building permit application for an in-ground pool. Staff conducted a preliminary
review and contacted you on 3-21-2016 advising the site plan and landscape plan were not to scale. Another copy of
the site plan and landscape plan were received via US mail on 3-26-2018. Based on the information provided we request
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. The copy of the survey submitted is a reduced 8%2 x 11"and is not scalable. The setbacks
are called out, but not measurable. It appears the survey was recently updated (3-15-2018). Please have the
surveyor provide you full-size copies of the survey so the pool can accurately be shown and measurable.
An Area Exhibit was submitted showing existing conditions which appears to be to scale. The proposed pool
could be drawn on this copy. Please show the setbacks from the pool to the pool to the property lines. Any
proposed grade changes should also be shown on the site plan submitted. Please note, our engineer has not
reviewed the submitted plans, so additional comments may be forthcoming. A copy of the City's Site Plan
requirements is enclosed.
2. Landscape Plan. A landscape plan was submitted, but is also not measurable. The plan should include the
name of the individual performing the work. Any proposed patios, grading, sidewalks, retaining walls shown
on the landscape plan should also be reflected on the survey. Your landscape plan should be consistent with
the site plan.
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. The required escrow
amount for this project is $1,000. The escrow agreement is enclosed. The property owner must sign the
enclosed agreement and submit a check for$1,000.
Minnehaha Creek Watershed District (MCWD). Your project may trigger the Minnehaha Creek Watershed
District's (MCWDs) permitting requirements; please contact the MCWD directly at 952-471-0590 regarding
your project. Please note,the City of Orono will not issue a building permit without a copy of the MCWD permit
or documentation stating the proposed project does not trigger any of their permitting requirements.
March 27,2018
1368 North Arm Drive
Page 2 of 2
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
Christine Mattson
Planning Assistant
c via email: Mike Henry
Nick& Betsy Brown
Eric Vickaryous
Roger Peitso, Building Official
enclosures
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CERTIFICATE OF SURVEY PROPERTY ADDRESS:#1368 North Arm Dr., Orono,MN
FOR: Brown Family PID#07-117-23-41-0097
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• DENOTES IRON MONUMENT FOUND '- \ 9997
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x1011.2 DENOTES EXISTING ELEVATION. BENCHMARK
Q DENOTES EXISTING TREE BASIS FOR ELEVATION:NAVD 88(VIA REAL TIME GPS
O DENOTES IRON MONUMENT SET MEASUREMENTS UTILIZING MINNESOTA
= ' DENOTES EXISTING CONTOUR DEPARTMENT OF TRANSPORTATION VRS NETWORK)
' YA' DENOTES RETAINING WALL
- This survey was completed 03/09/18'. In the middle of the Minnesota BASIS FOR BEARINGS:NAD83(1996)(VIA REAL TIME
snow/winter season. There may be improvements/features in addition to those GPS MEASUREMENTS UTILITIZING MINNESOTA
shown hereon that were not located due to snow/Ice cover. DEPARTMENT OF TRANSPORTATION VRS NETWORK).
EXISTING PROPERTY DESCRIPTION I hereby certify that this survey, plan
Lots 21, 22 and 23, all In Block 8, "SAGA HILL or report was prepared by me or
under my direct supervision and that I
REVISED, HENNEPIN CO., MINN", Hennepin County, am a duly Registered Land Surveyor
Minnesota. under the laws of the State of
NOTES Minnesota.
•- CITY TO VERIFY ALL BUILDINGS ELEVATIONS AND SETBACKS. Z-"le ::›
ERIC R. VICKARYOUS
- Bearing's shown are on assumed datum.
- Field survey conducted on 03/09/18'. Date:March 15th. 18' Reg. No. 44125
- This survey was prepared without the benefit of ACRE LAND SURVEYING;
titlework. Easement, appurtenances and encumbrances Barvhg TMIh Cale•Metro _
may exist In addition to those shown hereon. This survey area and beyond - III
Is subject to revision upon receipt of a title Insurance
commitment or attomeys title opinion. 783-458-2987 acrelandaurve tmgmall.co
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CERTIFICATE OF SURVEY PROPERTY ADDRESS:#1368 North Arm Dr.,Orono,MN qd / /
POR: Brown FamilyPID#07-117-23-41-0097
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• DENOTES IRON MONUMENT FOUND ` •91:41.7
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91011.2 DENOTES EXISTING ELEVATION. BENCHMARK
G DENOTES EXISTING TREE BASIS FOR ELEVATION:NAVD 88(VIA REAL TIME GPS
o DENOTES IRON MONUMENT SET MFASURFMFNTS UTILIZING MiNNFSOTA
_^s DENOTES EXISTING CONTOUR DEPARTMENT OFTRANSPORTA[ION VRS NETWORK)
',:=Q=, DENOTES RETAINING WALL
- This survey was completed 03/09/18', M the middle of the Minnesota BASIS FOR BEARINGS:NAD83(1996)(VIA REAL TIME
snow/winter season. There may be Improvements/features In addition to those GPS MEASUREMENTS UTILITIZING MINNESOTA
shown hereon that were not located due to snow/ice cover. DEPARTMENT OF TRANSPORTATION VRS NETWORK).
EXISTING PROPERTY DESCRIPTION I hereby certify that this survey, plan
Lots 21, 22 and 23, all in Block 8, "SAGA HILL or report was prepared by me or
under my direct supervision and that I
REVISED, HENNEPIN CO., MINN", Hennepin County, am a duly Registered Land Surveyor
Minnesota. under the laws of the State of
NOTES Minnesota.
- CITY TO VERIFY ALL BUILDINGS ELEVATIONS AND SETBACKS.
- Bearing's shown are on assumed datum. ERIC R. ViCKAR OUS
- Field survey conducted on 03109/18'. Date:March 15th. 18' Reg. No. 44125
- This survey was prepared without the benefit of ACRE LAND SURVEYING;;;_
titlework. Easement, appurtenances and encumbrances Twin Cities Metro _ "•_
may exist in addition to those shown hereon. This survey areaendbeyond - IIS
is subject to revision upon receipt of a title insurance
commitment or attorneys title opinion. 763-458-2997 acrelandsurve aigmail.co'n
- Curb shots taken at top and back of curb. JOB#18076MS 10 0 I. i3 0 6 10 17 10 0 110 01 112 113 70 PO Pa 117 jut 110 I.
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— This survey was completed 03/09/18',//in the middle of the Minnesota
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I hereby certify that this plan, survey or report was prepared by
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8ervhp Thin Cities Metro =
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ERIC R. VICKARYOUS Date:March 15th. 18'Reg. No. 4412 jQ 11 12 i3 14 15 16 17 l0 19 110 ill 112 13 n4 15 n8 ,» 118 119 p0
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PARAGON POOLS 3'/9>i
305 Stillwater Road,Willernie, MN 55090 Phone: (651) 653-6807 Fax: (651) 653-1104
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305 Stillwater Road,Willernie, MN 55090 Phone: (651) 653-6807 Fax: (651)653-1104
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pATA 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.
Md(E- 47/(//‘/ 4 .1V/e
First Middle Last
3� c /24o
Address
OIL) c cd 767 66 ( 1-3 6 49%
City State Zip Phone
I understand m rghts as tated above.
4,44:101,43--
Signature
Packet Last Updated: April 2016
Page 9
-cx,DAT SWIMMING POOLS AND HOT TUBS
City Code Sections 78-1279, 78-1288, 78-1404, 78-1405, 78-1431, and
a -10 , 78-1435 through 1438
ti�
G
`4kES u Planning & Zoning Department 952-249-4620
www.ci.orono.mn.us
Location
The hot tub, pool basin or any decking must not be placed in a drainage, utility or similar easement. A hot tub
placed on a hard surface is not considered a structure, though the hard surface must meet rules for patios and
other hard surface.
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 applies
to the narrower street frontage regardless of which frontage the front of the house faces or the address of the
house.
Setbacks for a hot tub or pool with a basin of less than 750 square feet (ref. 78-1405(6)
Zoning District Interior Side Street Side* Rear
R-1A 10' 35' 10'
R-1B 10' 15' 10'
LR-1A 10' 30' 10'
LR-1B 10' 30' 10'
LR-1C or LR-1C-1 10' 30'/15' 10'
RR-1A 10' 100' 10'
RR-1B 10' 30' 10'
Setbacks for a pool with a basin of 750 to 1,000 square feet (Ref. 78-1431, 1436)
Zoning District Interior Side Street Side* Rear
R-1A 15' 35' 15'
R-1B 15' 15' 15'
LR-1A 15' 30' 15'
LR-1B 15' 30' 15'
LR-1C or LR-1C-1 15' 30'/ 15' 15'
RR-1A 15' 100' 15'
RR-1B 15' 30' 15'
Setbacks for pool with a basin of more than 1,000 square feet (Ref. 78-1404)_
Zoning District Interior Side Street Side* Rear
R-1A 30' 35' 30'
R-1B 30' 30' 30'
LR-1A 30' 30' 50'
LR-1B 30' 30' 30
LR-1C or LR-1C-1 30' 30' 30'
RR-1A 50' 100' 100' _
RR-1B 30' 30' 50'
*This setback applies to unimproved street right of ways as well as to improved streets.
A swimming pool may not be closer to the front lot line than the principal building (78-1435). 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 2018
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
MINNEHAHA CREEK 7 WATERSHED DISTRICT
QUALITY OF WATER QUALITY OF LIFE
Pursuant to Minnesota Statutes Chapter 103D, and on the basis of statements and information
contained in the permit application, correspondence, plans, maps, and all other supporting data
submitted by the applicant, and made a part hereof by reference, PERMISSION IS HEREBY
GRANTED to the applicant named below for use and development of land in the Minnehaha
Creek Watershed District.
01Iss2btctc'0032-1-
Issued
ued to: Nick and Betsy Brown Permit No: 18-166
Location: 1368 North Arm Dr, Orono
Purpose: Erosion Control - Landscaping
Date of Issuance: 4/06/2018 Date of Expiration: 4/06/2019
By Order of the Board of Managers
Eli - •eth Showalter
Permitting Technician
This permit is not transferable without District approval, and is valid to the date of expiration. No
activity is authorized beyond the expiration date. If the permittee requires more time to complete
the project, an application for renewal of the permit must be received by the District at least 30
days before expiration.
The applicant is responsible for compliance with all District Rules and for the action of their
representatives, contractors, and employees.
Conditions: Project to be completed as described in plans submitted to the
MCWD office on March 30th, 2018 according to the provisions of this permit.
• Properly install and maintain all required erosion control measures until the
disturbed areas are re-stabilized
• Notify MCWD in writing upon completing installation of perimeter and
sedimentation controls
• When the site is re-stabilized and the MCWD staff has performed a final
inspection, all perimeter control must be removed
(Statement concerning fees for inspections, violations, etc... on following page)
We collaborate with public and private partners to protect and improve land and water for current and future generations.
15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org
MINNEHAHA CREEK WATERSHED DISTRICT
QUALITY OF WATER QUALITY OF LIFE
Inspection/Analysis/Monitoring Fees
A site inspection and monitoring by District staff will be performed where the activity involves:
• a commercial/industrial/multi-family residential development
• a single family residential development greater than 5 acres or of any size if within the
Minnehaha Creek subwatershed
• any alteration of a floodplain or wetland
• dredging within the beds, banks or shores of any protected water or wetland
• a violation
• any project which in the judgment of the District staff should be inspected due to project
location, scope, or construction techniques
In these cases, the applicant shall pay to the District a fee equal to the actual costs of field
inspection of the work, including investigation of the area affected by the work, analysis of the
work, and any subsequent monitoring of the work, which in the case of a violation shall be at
least $35.
Standard Fee Schedule
District professional staff $ 65.51*
District interns $ 40.35*
District clerical staff $ 46.69*
Consulting Senior Engineer $ contracted rate
Consulting Engineer/Technician $ contracted rate
District Counsel $ contracted rate
Application fee $ 10.00
Copy costs $ .25 + actual staff time
Color copy costs $ 1.00 + actual staff time
• Hourly
We collaborate with public and private partners to protect and improve land and water for current and future generations.
15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org
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Reviewed for Code
Compliance City of Orono
a
Date -
. Reviewer �d ' . ��: il� - ___._-_---
.�oaNwEat T.> ► - IYPiCAL_INSTA�LATIQty �,�(A �___ _.------
I `* +wctt r. c » AUL VERTICAL DIA
- O �r --._ ._ 3 _- ARE TO FINISH GRATE AND
t'''... -M-. ,�>s. PROFESSIONAL f tHRRf O'EO � .1 2' OVERUIG -i= TANEN FROM UNER BEAD TRACK
1 (2) E lg' w�ls I DECK,K� NECRtE/T4E` PER I
It f 4{J{ ,'per YpE>liSFtAtY P.; t
I • REVERSE ALE CT. AWAY FROM POOL.
.. �qN� Y MINIMUM SLOPE 1/2' PER FOOT
��� VIEW I AWAY Fn2OM POOL FOR 10'
�. N0.2I72b-f'�r//� I EdQET2 R00 OETNL i t1_� _ _ SHORT DECK BRACE ANGLE
�. E___; � Y S. % 14 G1L ;,ALYANI2ED-� . � .. _ A--,..*_...._
STEL- YrALLPAN0.1($;1
y LONG DECK BRACE ANCLE
"� 3/Vo A307 MB, lk S s (OPTIONAL)
(i} BOL' IN ALL HOLES 4•
T O4 INSIDE ROW(NEXT TO A \ \d
_`-"',,, P00:,1 ASA MINIMUM
=1.> TURNBUCKLE ANGLEc._.. S\ICell PZ
Lec "*ROTE: Of'"TiONAL
TREADED RDD '� DRIVE STAKE WHO XS
-r- IVA
4 44
m �t * ►It
,t` � rIi(4,4UNDISTURBED EARTH
'J' 2` BOTTOM •TIM R me ,.�`'Ac'}I
�..
cn NAfERIAL 4:74:44311;e8l V . V`i�i'Ire-w
DODS
`� %A �I `I-. CONCRETE COUAR
•••••.-4 4:A.Vio.s 4,44 ,
....=
-0A.."....-A.4.27‘,."
v NOTCHED SNORT ANGLE
2`x H`x T6' PATIO BLOCK
AT EACH PANEL JOINT NOTE BACKFILL TO BE SAND, GRAVEL
--I LEVELING.NAT ET2 MRNOTE:
OTHER NON EXPANSNE MATERIAL
CONTRACTORS OPTION
trz
0o s
c7
o i
r--
r' ANSIjNSPI-5 1995 STANDARD STEEL EDITION
BOCA CODE 1999 Table 421 .11 (2)
CTZ THIS BROCHURE IS FOR ILLUSTRATIVE PURPOSES ONLY
The monufoctuer motes any thaw r pre ntadone *dab ars dated In Its written
o warranty. My other rep reentatlone, statements, or contracts mode by the dealer and/or
the contractor to the nntomsr recording any materials produced by the mariadaaarer ore
attributable to the dewier and/or the contreator ant. The dealer or contender who sells
or Taste!s your pool is an Independent contractor and not an agent or emplayee of the
r-,_— .�_.._�lElstallations__ a_be_in_ac ordance_ _ -. ----. --_ ozbusr.-TheLeeneinuaon enethed _Innetrated_or...uttQgelHOB•_a aPreLLOM'__ ��__ _-_N with Manufactures recommendations �d l p and/or ods of
00
- - - ALL ITEMS FOUND ON THIS PAGE APPLY TO ALL POOLS CONTAINED IN THIS BOOK — — —
,, . __
THE CONSTRUCTION METHODS ILLUSTRATED APPLY
k' CORNER BRACKET ONLY TO NORMAL GROUND CONDITIONS. IF UNUSUAL
st1P,-\- 3/8" x 1" BOLT WITH SOIL CONDRIONS ARE ENCOUNTERED (I.E. HIGH
ORGANIC MATERIAL HIGH WATER LEVEL) ADDITIONAL
NUT & 2 WASHERS MEASURES MUST BE TAKEN TO PROVIDE SUBSURFACE
(TYP. 14 EA. CORNER) CONDITIONS WITHIN THE STRUCTURAL CAPABILITIES
��V OF THE PANEL. ANY ADDITIONAL PRECAUTIONS OR
J( METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY
Qt: 1.,1%,, OF THE CONTRACTOR. (NOTE: DECK SUPPORTS ARE
�� •, OPTIONAL.)3/8' x 1" BOLTWITBIG VEE
NUT & 2 WASHERS 6" RAD. INSERT POOL DECK
d
,\ (? PER JOINT REQ'DJ
RADIUS CORNER
COPING �` dr!s
1.:-.4-, - - • ••.• i.e. 7.,-7“,i
WALL _ 1a ca. TYPICAL CORNER DETAIL
W 2oz. (0235)GALVANIZING •`
/ (
(RECTANGULAR POOLS) G Ni- o ` `ice
OP
inf (.; o:,,...:,. .:,::.......:.-:‘ ...: /' ‘,' ;
MIN. 6" TFNCK CONCRETE COLLARIllitd), 441. REO'D. AT BASE OF WALL PANELS
/
Il DRIVE RODS THROUGH
HOLES IN PANELS _
3/8" x 2 1/2" BOLT W/NUT INTO UNDISTURBED EARTH. ""•
REINF. ROD
2" SAND OR VERM. CO
• •� ��
SUPPORT 4i- CURVED CORNER
,, SUPPORT MAY BE COPING
BRACE TIE
BOLTED TO THE ANGLE
POST IN ANY OF NE PRE- \ UNDISTRUBED
PUNCHED HOLES. \ EatSH
TYPICAL WALL BRACE ASSEMBLY 11414 BACKFILL SHALL BE FREE-DRAINING
CLEAR GRANDULAR MATERIAI. SUCH
AS SAND. TRACE CLAY OR TRACE SILT.
CORNER BRACKETTYP. LINER INSTALLATION DET.
3/8` x 2" BENT BOLT
CONCRETE DECK REQ'D.• W/NUT Et 2 WASHERS
(7 PER JOINT)
'1-•••N\
TYPICAL CORNER DETAIL
1 RIM-LOK COPING (GRECIAN POOLS)
I EXTRUDED ALUMINUM PLANNING NOTES:
#12-14 x 1" SELF DRILLING
FASTENER (18" O.C.) . SET WIDTH OF POOL AT RIGHT ANGLES TO SLOPE
ION . FINISHED ELEVATION OF DECK TO BE 1'00" ABOVE
I ._ __I VYNYL LISURROUNDING GRADE
LINER PROVIDE SWALE AROUND UP-HILL SIDE OF DRAIN.
I (HUNG) SURFACE WATER AWAY FROM POOL
II . CONCRETE DECK SHOULD SLOPE MIN. 1/4" PER FOOT
I
1 AWAY FROM POOL
I . PLOT PLAN FURNISHED BY OWNER TO SHOW POOL
POOL WALL PANEL LOCATION AND ENCLOSURE,
RIM-LOK COPING DETAIL . ELECTRICAL PLUMBING AND FENCING TO CONFORM TO CAR61 DINAL SYSTEMS(570) -4733
ALL CODES- 250.RT. 45. ax (570)365-4333 MG
. OPTIONS EXTRA IF REO'D. BY SITE CONDITIONS OR
WHEN SPECIFIED BY OWNER. a► 3/16/02 muCONSTR. DET. SHT.
MEETS MINIMUM STANDARDS OF THE INTERNATIONAL RESIDENTIAL . AT LEAST ONE MEANS OF EGRESS SHALL BE PROVIDED. seAtEzNONE -UNG LINER STL. POOL
CODE 2006 AG103.1(ANSI/NSPI-5 2003) AND BOCA1996. OPTIONAL STAIRS OR LADDER ate" PEB nil 4.1g CONSTDET
Suction Outlets
ROUND SUMPS,COVERS,FRAMES AND ACCESSORIES
For concrete,vinyl and fiberglass pools,
Hayward round suction outlets are
.4"- 1. w available in a wide range oflumbin
;:=" '4 ,,�� 0'W1 � ;� ,0 ,; -#4,, , m configurations,plaster collar options {
t.y 441 �+' ,i and colors.Whether installing frames
M and covers or sump-type outlets for new 1
�� construction or replacement covers on -
"t. existing applications,Hayward suction 4
, outlets set the standard for quality -
and value.
1
�. All Hayward WG Series suction outlets
and replacement covers are VGB compliali
VGB Act (1131) VGB Act /3111) and are tested to ASME A112 19.8b-2009 -44
Compliant Compliant and ANSI/APSP-16 standards as well as : m
ws1154s wctoasav meeting CPSC requirements.
Applications
• Residential and commercial pools
Suction Outlet Buying Guide
• Concrete,vinyl and fiberglass surfaces
Approved Approved Side Bottom • New construction and replacement covers
Cover Flow GPM Flow GPM Outlet Outlet
Model Open Area Floor Wall Pipe Pipe Ctn. Ctn. •All Hayward drain covers can be used as a single
Number Size Sq.Inch (Horizontal) (Vertical) Size Size City. Weight replacement cover when installed on the same suet
Concrete line as an EcoStar®SVRS or a Stratum®SVRS
Cover and frame(2 pack) (see page 14 for more information on EcoStar SVRS)
WG1030AVPAK2" 8°dia. 8.10 125 72 — — 24 46 lbs. (see page 104 for more information on Stratum SVRS)
Replacement cover for floor or wall
WGX1048E" 8"dia. 8.10 125 72 — — 10 5 lbs. Features
Outlet-dual suction(2 pack)
WG1051AVPAK2 8"dia. 8.10 125 72 1 1/2°FIP 1 '/"FIP 6 35 lbs. • Sumps accommodate the use of SP1056 hydrostat,
WG1052AVPAK2 8'dia. 8.10 125 72 2'FIP 1 '/"FIP 6 35 lbs. relief valve
WG1053AVPAK2 8"dia. 8.10 125 72 1 ',I"FIP 2°FIP 6 35 lbs. • Replacement covers retrofit to existing Hayward fry
WG1054AVPAK2 8"dia. 8.10 125 72 2"FIP 2"FIP 6 35 lbs. •7 year life
Outlet-dual suction with adjustable plaster collar(2 pack)
W131153AVPAK2 8"dia. 8.10 125 72 1'h"FIR 2"FIP 6 35 lbs. • 1 year limited warranty
WG1154AVPAK2 8"dia. 8.10 125 72 2"FIP 2"FIP 6 35 lbs.
WG1154SPAK2" 8"dia. 8.10 125 72 2"SKT 2"FIR 6 35 lbs. Clip Art
(Vinyl/Fiberglass)
WG1048AVPAK2'" 8°dia. 8.10 125 72 1 '/z"FIP 1 1/2°FIP 6 37 lbs.
WG1049AVPAK2"" 8"dia. 8.10 125 72 2"FIP 1 '/"FIP 6 37 lbs. ej1rr .* ,d
NOTES:'Available in Gray,Dark Gray and Black.Add letters GR for Gray,DGR for Dark Gray end BLK for Black after"AV","E" a"rid °` §e+
or"S"in the model number.
"Also available in Dark Gray.Add letters DGR for Dark Gray after the AV in the model number.
a Model Ctn. Shipping
O .11 '
Number Description Qty. Weight
Accessories WG1154AV
•
WG1051X Adjustable plaster collar(1")for concrete 10 4 lbs.
WGX1153B' Extension collar with inserts 10 5 lbs. ,
SP1055PAK2 2"or 1'/z"MIP Slotted Collector Tube-Black(Set of 2) 10 7 lbs.
SP1056 2°or 1 'k"MIP Hydrostatic Relief Valve 25 5 lbs. `7r"�``#r (dV ol'o's��
SP10567 Installation and removal tool for SP1056 20 36 lbs.
NOTE:"Available in Gray.Dark Gray and Black.Add letters GR for Gray,DGR for Dark Gray and BLK for Black. *IF
® Compal et.
WG1054AV ,-.
ii
® HAYVVARD For replacement parts see page
1
r'
Automatic Skimmers
AUTO-SKIM' SERIES FOR IN-GROUND VINYL AND FIBERGLASS POOLS ? . .f*
i
Manufactured to Hayward's uncompromi ' � S;
standards,these large capacity skimmers
for vinyl and fiberglass applications in
- , easily and perform flawlessly even in the '
• most difficult environments.The bodies �'
3 • are molded out of durable ABS plastic
• 1 and do not contain any assembly seams , -
•• - below water level.They feature a stand
• w3
. • " square or round cover and collar asse I.
allowing up to 1.5"vertical adjustment.
Additional extension collar accessories " ,
NSFNSF are available to meet needs for all y
® J applications.
1
SP1084 Auto-Skim Series SP1085 Wide Track Auto-Skim The Auto-Skim Wide Track Series -h 1-``
includes all of the same high quality
features in addition to an expansive 15.5'
In-Ground (Vinyl/Fiberglass) Skimmer Buying Guide
' s
skimmer face and a choice of two throa A K1:
All vinyl/fiberglass pool skimmers are packaged with face plate,gaskets and screws. lengths.The enlarged opening and add ,,„c
Model Pipe Cover Throat Ctn. Ctn. installation flexibility allows for incre. '
Number Size Style Length Qty. Weight skimming action and reduced time for
SPUN()Auto-Skim Series debris removal.
SP10841* 11/2"FIP Square 8'h" 1 13 lbs. f$'”
SP10841R* 2"FIP Round 8'h" 1 13 lbs. Add optional float valve and equalizer 1:
SP108410M** 1 '/z"FIP Square 8 Y' 1 13 lbs. kit with a NSF approved cover to any 4-t;, . ;-
SP108410MR*" 1 '/z"FIP Round 8'/z" 1 13 lbs. Auto-Skim model with a square coverts-; ,. •;-,f'
SP1084"" 2"FIP Square 8'/z" 1 "t, -
13 lbs. accommodate commercial requireme , - ':
SP1084R"" 2'FIP Round 8'h" 1 13 lbs.
SP1080 Auto-Skim Wide Track Series ".
Applications
SP10851OM 11/2"FIP Square 12 Vs' 117 lbs. • In-ground,vinyl,fiberglass,residential and corn ' '
SP10852" 1 '/z"FIP Square 9'/a" 1 16 lbs. ..`
pools and spas
SP108520M** 1 '/s"FIP Square 9'/4" 1 16 lbs. '". rtz:-'"1
NOTES:*Skimmer includes standard and extra long 1'/"screws. Features
"*Available in Dark Gray—add suffix DGR for Dark Gray. :
"R"designation indicates round collar and cover assembly • 1.5"and 2"port sizes for plumbing versatility -3- ,
OM designation indicates thru-wall,outside mount for metal wall installations. •Standard cover and collar assembly with .
SP1097 Auto-Skim PT and Economy Series 1.5"vertical adjustment "
SP1097 1 1/2"FIP Round 12'h" 1 9 lbs. •Color options available
• Integral Flo-Control slide plate
Model Ctn. Ctn. •Optional float valve for thru skimmer suction
Number Description Qty. Weight outlet systembµr
Accessories
•Optional extension collar allows 2.5"additional ;.
SP1080FVEKIT Float valve and equalizer kit for SP1080 Series skimmers 10 12 lbs. vertical height
PsquareOptional stackable notched extension collar allow.
W6X1082E NSF listed replacement cover for SP1080 Series skimmers 10 15 lbs. • 4 ;
SP1084Ft Face plate cover—"Snap On"for SP1084 skimmers 30 10 lbs. infinite vertical adjustment yrs,.
SP1085Ft Face plate cover—"Snap On"for SP1085 skimmers 18 10 lbs. r
SP1078 Equalizer valve for SP1070 and SP1080 Series 50 30 lbs. t: _ '
SP1082FV Float valve assembly for SP1080 Series 24
24
36 lbs.
SP1082GV Skimmer-to-suction outlet valve assembly for SP1080 Series 18 lbs.
SP1084P1 Extension collar for SP1080 Series 20 15 lbs. ,#
NOTE:tAvailable in Gray,Dark Gray and Black.Add suffix GR for Gray,DGR for Dark Gray and BLK for Black.
128 HAYWARDFor replacement parts see pages >t