HomeMy WebLinkAbout2018-00335 - pool CITY OF ORONO I I I 111 I ! I I
2750 KELLEY PARKWAY * 2 1 - 0 0 3 3 5
DATE ISSUE00335
04/04/2018
ORONO, MN 55356-
(952)249-4600 FAX: (952)249-4616
ADDRESS : 2345 OLIVER HILL
PIN : 34-118-23-33-0076
LEGAL DESC : OLIVER HILL
: LOT 1 BLOCK 2
PERMIT TYPE : ACCESSORY STRUCTURE
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : POOL-IN GROUND
ACTIVITY : 329-STRUCTURES OTHER THAN BUILDINGS
VALUATION : $ 40,000.00
NOTE: SEPARATE PERMITS REQUIRED: MECHANICAL,ELECTRICAL(STATE)
IN-GROUND POOL
NOTE: PRIOR TO RELEASE OF C OW MONEY AS AS-BUILT SURVEY AND HARDCOVER CALCULATIONS MUST BE SUBMITTED
AND APPROVED. INITIAL:
APPLICANT PERMIT FEE SCHEDULE 603.02
PARAGON POOLS STATE SURCHARGE(VALUATION) 20.00
305 STILLWATER ROAD TOTAL 623.02
WILLERNIE,MN 55090- Payment(s)
(652)653-1104 CHECK 3291 623.02
OWNER
ALBRECHT,ADAM&KERRI
2167 WATERTOWN RD
LONG LAKE,MN 55356-
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
State Building Code. This permit is for only the work described and does
not grant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances governing this type of work
shall be compied with whether or not specified herein.This permit will
expire and become null and void if construction authorized is not
commenced within 180 days of the date of issuance,or if construction is
suspended for a period of 180 days at any time after work has commenced.
The applicant is responsible for assuring all required inspections are
requested in conformance with the State Building Code.This permit may be
revoked at any time for due cause.
iT % 1y
Applicant Permitee Signature DateIssue.:y Signature Date
Builder Acknowledgement Form
Permit #2018-00335 / 2345 Oliver Hill
Builder Representative Name: / L
Per( X17
Permit Conditions: Initials
**NOTE CHANGE** Before scheduling an exterior insulation and/or drain tile inspection, a
foundation as-built survey must be submitted and approved by the City or a Stop Work order
will be issued.
Schedule a minimum of one hour for the framing inspection. (
Erosion control mechanisms must be installed and inspected by the City prior to any land
disturbing activities. The contractor must provide a minimum of a 24 hour notice prior to
inspection.
Erosion control shall be installed and maintained throughout the entire project and must
remain until vegetation has been established.
A haul route shall be submitted to the City Engineer for approval and inspection prior to
commencement of hauling from the site.The property owner shall be responsible for cleaning k‘4
and repair of roadways for any adverse impacts.
Prior to the release of escrow funds an as-built survey and hardcover calculations must be
submitted and approved. Also, all disturbed areas established with vegetation. Please note
established vegetation means perennial cover with a density of 75%. Seed blankets or sowing
grass seed it not considered established vegetation.
Advisory Comments
Any changes to the exterior/landscaping improvements, i.e. patios,grading, sidewalks, retaining
walls, etc. not currently shown on the approved survey and landscaping plan will require a 164
separate Zoning Permit application to be submitted and approved prior to the work
commencing.
Any retaining walls that are over 4-feet in height or tiered walls not separated by twice of the
height of the lower wall require engineered plans and a building permit to be submitted and kIA
approved prior to construction.
w:\street files\oliver hill\2345\builder acknowledgement form 2018-00335.docx
RECEIVED
City of Orono MAR 2 y 2018
Building Permit Application
for Swimming Pools and Hot TubsclTMOFORONO
��1 VO Mailing Address: Permit number: �` O "�3 35
PO Box 66 q
Crystal Bay, MN 55323-0066 Date received: 3-A2,--t
Street Address: Received by: -ypp� G
ti� L 2750 Kelley Parkwa �I 41 Plan review fee: ,f 3 ft. `p
te'�Fsrto�� Orono, MN 55356 'i ir
1�
Total Fee: k / a� 00K.,Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us 1p ,
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 q r Ohl/11'V /a/1/ )‹
CONTRACTOR/APPLICANT INFORMATION:
Name: is iye,.) &i)c
State License# Expiration Date:
Phone: , 1 lriro. Fax: 4.)- !o S Lf
Address: i __3:1! City:/f//f/ix./i t ZIP: '2z
)
Contact Person: /0'/6' XE F4.,/ Contact's pho - -- bS' , ' /f It I
Email: Applicant is: Contractor Homeowner (circle one)
PROPERTY OWNER INFORMATION: I
Name: A / 1O/61f1,
Phone (day): 6/2 t 4 f.74/T
Mailing Address: p23lj ollibi lid/ ,e€ l>.�1 thud it),A., ZIP: S 3 i-4.,
Email and/or Fax:
ENGINEER INFORMATION:
Name:
Phone:
Address: City: ZIP:
Email: Fax:
PROJECT INFORMATION:
1. Pool( jot Tub Dim sign$: 4.Accessory to: 5.Type: 7. Retaining Walls?
6' 0 feet
2. Heated? dyes 0 no Single Family 0 Above ground 0 yes no Height *
3. Excavated materials will be: ❑ Multiple Family/Condo n-ground *A buildingpermit isrequired
0 removed from site req
❑ Public for any wall 4-feet or greater in
El on site Other(specify) height measured from the
›Cused
❑ Other:(specify) 0 Commercial bottom of the footing to the top
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. �Q one wall unless theyare
Minnehaha Creek Watershed District(MCWD) /""Public Sewer
15320 Minnetonka Blvd separated by twice the height
Minnetonka,MN 55345 0 Private Sewer of the higher wall.
Phone: 952-471-0590 , Public Water RECEIVED
Fax: 952-471-0682
www.minnehahacreek.orq 0 Privat Well
Estimated Construction Value $ rrfo'( d MAR 21 2018
Packet Last Updated: April 2016
Page 22 CITY OF ORONO
•
REQUIRED SUBMITTALS:
All of the information must be submitted in order for your application to be processed:
Not
Enclosed Applicable
❑ ❑ _Building Permit Escrow Agreement and Fees
❑ 0 Plan Review Fee
❑ ❑ Completed Application Form
❑ 0 Proposed Pool or Hot Tub Plans—2 sets,full-size, to scale
❑ 0 Survey—2 full size, to scale(meeting ALL survey requirements)
0 Hardcover Information
❑
0 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
❑ 0 Stormwater Pollution Prevention Plan
❑ 0 Data Privacy Advisory 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.
/7Applicant's Signature: Date: / r
Owner's Signature Date:
Packet Last Updated: April 2016
Page 23
PLAN R�E�VIEW� CHECKLIST FOR NEW STRUCTURES I ADDITIONS
Address: 2-3+5 V(IVr 141. ( I Permit No.: Lott- 00335
Description of work: 1 9 ( (\.S".i'+0 �72-0 ST Date Rec'd: 52-2.1 i(
Septic review by: ONV 4-- W Q,t I Date Approved:
Zoning review by: 0Date Approved: a 30;
Building review by: elf*x_71, ;14- 7-64.,
Date Approved: 3 �� j
Grading review by: 4 &.QVV1 edw c an Date Approved: 3'Z(D'nf
Zoning District: RRUID Zoning File#:
Resolution? Yes Reso#: Reso Date: Signed: Yes No Resolution/NA
Zoning: Lot Area: 1,Q S6::),AC Width: Structural Coverage: SF %
$1�
bmitted: /Yes 0 No Date of Survey: Revised date(?):
Landscape plan submitted? 0 Yes Landscaper: m Shorn\ 0 No/ None proposed
Proposed Setbacks: 10i +
Front(4) Rear(S et) ( N S gW ) ( N S E (3 ) Other Buildings Wetland
Si Side
N4L (p5'
Building Height Analysis:
Distance Between First Floor and defined Top of Roof* (See "building height" (a)
definition):
First Floor Elevation (from building plans): Elj,
(b)
Highest Existing ground level (per survey) or 10 above lowest ground level, (c) '
whichever is lower:
Difference between (b) and (c)*: ' (d)
i
/
DEFINED HEIGHT Z
*If highest existing adjacent gr a is above FFE-Height is(a)-(d): (e)
*If highest existing adjacen rade is below FFE-Height is(a) +(d)
Shoreland District MCWD Permit Average Lakeshore Setback Bluff
Met?
Yes 0 No Permit Number: l - 151 0 Yes 0 No )2K1/A 0 Yes /pf<lo
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)
�� Berl 0 Yes o 0 Yes j1No
1 2 30 5 Type(s): Type(s): f
4-731 .5
Updated: June 2017
z:\forms\plan review checklist 06-2017.docx
Fees to be Charged YES NO
Permit
Plan Review
State Surcharge
Investigation Fee
SAC—Number of SAC Units
Other(specify)
Square Footage $ per Square Footage
Basement X = $
1St Floor X = $
2nd Floor X = $
Garage f��((�(VX / = $
Estimated Construction Value: $ / `J L/
Orono Inspections Required Work Requiring Separate Permits
Footing 0 Site 0 Plumbing 0 Grading / Filling
❑ Poured Wall 0 Silt Fence/Erosion Control Mechanical 0 Fire
❑ Foundation Survey 0 Hardcover Removal 4 0 Fireplace 0 Water Connection
❑ Framing 0 Other(specify) 0 Masonry 0 Sewer Connection
❑ Waterproofing/Drain tile 0 Mfg. 0 Lawn Irrigation
❑ Foundation Waterproofing 0 Other(specify) 0 Landscaping
❑ Framing 0 Septic
❑ Insulation
❑ As-Built Survey
Final
❑ Lathe Required State Permits
❑ Other(specify)
0 Well Electrical
REMARKS (in-house):
OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED:
O See Builder Acknowledgement Form
Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved.
At 016111112d .5e I m --!ate c$lab h)hA4( IA/ V clpfaiVK
Updated: June 2017
z:\forms\plan review checklist 06-2017.docx
Christine Mattson
From: Adam Edwards
Sent: Monday, March 26, 2018 3:09 PM
To: Christine Mattson
Subject: RE:2345 Oliver Hill/#2018-00335
Chris,
I've reviewed the subject grading plan and stamped it approved with the following comments:
1. No surface water may be directed toward the neighboring property to the east.
2. Perimeter sediment control measures must be installed by the contractor and inspected by the City prior to any
work, including demolition.Contractor must provide minimum 24 hour notice prior to inspection.
Adam
From:Christine Mattson
Sent: Monday, March 26, 2018 8:53 AM
To:Adam Edwards<aedwards@ci.orono.mn.us>
Cc: Roger Peitso<rpeitso@ci.orono.mn.us>
Subject: 2345 Oliver Hill/#2018-00335
Adam,
We received a building permit application for an in-ground pool at 2345 Oliver Hill. A copy of the survey modified with
their proposed pool drawn on it is in your in-box for review. Please review and provide comments.
Thank you!
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway I Orono I MN 155356(physical address)
PO Box 66 I Crystal Bay I MN 155323-0066 (mailing address)
lit 952.249.4620 I g 952.249.4616
® cmattson@ci.orono.mn.us www.ci.orono.mn.us
Office Hours: Monday- Friday 8 am to 4:30 pm
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Paragon Pools
Minnesota
305 Stillwater Rd L161
Willernie, MN 55090
Phone: (651)653-6807
Fax: (651)653-1104
EMAIL sales@paragonpoolandspa.com
Contractor's License Information
Concrete- J&S General Contract P.O. Box 27 Osceola WI 54020
license # 956230 (715-294-2748)
Electrical- Waliraff Electrical 674 McCullum Drive New Brighton
MN 55112 license# E-A 001892 (651-636-8515)
Gas- Metro Gas Install 605 141st Lane Andover MN 55304
license# m-0580 mb-003162 (763-754-7119)
Excavating- Dergoss Excavating 27306 Natcghez Ave. Elko MN
55020 license# 80-0400023 (952-292-0653)
Fence- Town & Country Fence 8511 Xylon Ave. Brooklyn Park MN
55445 (763-425-5050)
PARAGON POOLS Syn-1
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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DATA PRIVACY ADVISORY
In accordance with Minnesota State Statute 13.04 Rights of Subjects of Data, Subd. 2, "Tennessen warning", we
would like to inform you that your request for a permit or license from the City of Orono or any of its departments
may require you to furnish certain private or confidential information.
You are notified that:
1. The information you furnish will be used to determine your qualification for the permit or license
requested.
2. You may refuse to supply data, but refusal may require that the City deny the permit or license.
3. The information may be shared with other local, state or federal agencies to the extent necessary
to process the permit or license.
4. If your requested permit or license requires Council action to approve, some information may
become public.
5. You have certain rights under Minnesota State Statute 13.04(see following page)to review private
data on yourself.
6. Your full name is required to process this application or permit.
S-79I • f 1
First Middle Last
Address
sVV )---(
City State Zip Phone
I understand my rights -s stated above.
Signature
Packet Last Updated: April 2016
Page 9
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AUTO-SKIM"SERIES FOR IN-GROUND VINYL AND FIBERGLASS POOLS ti,
Manufactured to Hayward's , , , . `
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All vinyl/iberglass pool skimmers are packaged with face plate,gaskets and screws. lengths.The enlarged opening and a,
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SP10841' 1 W FIP Square 81' 1 13 lbs.
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SP1080FVEKIT Float valve and equalizer kit for SP1080 Series skimmers 10 12 lbs. vertical height
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SP1085Ft Face plate cover—"Snap On"for SP1085 skimmers 18 10 lbs.
SP1078 Equalizer valve for SP1070 and SP1080 Series 50 30 lbs.
a:
SP1082FV Float valve assembly for SP1080 Series 24 36 lbs.
SP10826V Skimmer-to-suction outlet valve assembly for SP1080 Series 24 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.
® For replacement parts see pages
Suction Outlets
ROUND SUMPS,COVERS,FRAMES AND ACCESSORIES
For concrete,vinyl and fiberglass pools,.
Hayward round suction outlets are -1
, r available in a wide range of plumbing 4I
°' ' s":�=• ;' ' '. � Z conliguratlons,plaster collar options '
r +a '� ' . •• .2 ,�. and colors.Whether installing frames
" � and covers or sunq>t- oudeis for new
construction or replacement covers on ',
•
existing applications.Hayward suction ;
outlets set the standard for quality
and value. 1
r, . ,; All Hayward WG Series suction outlets
and replacement covers are VGB mane
ActVG
and are tested
via NSand ANSVAPSP-1- standards as well
Compliant ASME A112 ts.eb-noe- .1
1 a�� Compliant F•
w611548 wstaaav 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 Cm. Cm. •All Hayward drain covers can be used as a single
Number Size Sq.Inch Naftalis)) tVesticall Size Size . Weight replacement mer when installed on the same '.•
2.
Concrete line as an EcoStar®SVRS or a Stratum®SVRS
ibvor end Meme(t peck) (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-tidal suction 12 pates •Sumps accommodate the use of SP1056 hydrostatic
W61051AVPAK2 8°dia. 8,10 125 72 1 kfr'HP 114'FIP 6 35 lbs.
WG1O52AVPAK2 B'dia. 8.10 125 72 2'FIP 114'FIP 6 35 lbs. relief valva
WG1053AVPAK2 8°dia. 8.10 125 72 1 1"FTP 2'FlP 6 35 lbs. •Replacement covers retrofit to existing Hayward
WG1054AVPAK2 8"dia. 8.10 125 72 2'FIP 2"FIP 6 35 lbs. •7 year life
Outlet-deal suction with adjustable plaster collar{2 pack) • 1year limited
WG1153AVPAK2 8'dia. 810 125 72 1 r4"FlP 2"FIP 6 35 lbs. warranty
WS1154AVPAK2 8'dia. 8.10 125 72 2'FIR 2'FIR 8 35 lbs.
W61154SPAK2* 8"dia. 8.10 125 72 2"SKT 2"FIR 6 35 lbs. Glp An
(Yinyl/Fiberglass) ..
W61048AVPAK2** 8°dia. 8.10 125 72 1 W FIP 1'h'FIP 6 37 lbs.
WG1049AVPAK2** 8°dia. 8.10 125 72 2"FlP 134 FtP 8 37 lbs. Ac'''p r 3. ;t. +
MOTE&•AvaileblaIn ivir4it2 tank
Gray,Dade Gray and Bilk.Add lettere GR for Dray,DDR for Dark Bray and BLK for Black after"AV","I?
or"S in the model number.
*"Also available M Dark Gray.Add letters DGR for Dark Bray after the AV in the model number. •
Model Cm, Shipping •
® '
Number Description City, Weight
Accessories W61 t 54AV
WG1051X Adjustable plaster collar(t')for concrete 10 4 lbs. -,;
WGX11536* Extension collar with inserts 11) 5 lbs.
SP1055PAK2 2'or 1 14"MIP Slotted Collector Tube–Black(Set of 2) 10 7 lbs. t ,, ,�� ���,,,
SP1056 2"or 1 14"MIP Hydrostatic Relief Valve 25 5 lbs. - ,
SP106T Installation and removal tool for SP1056 20 36 lbs.
NOTE'Available in Gray.Dark Gray and Black Add letters 60 for Gray,DGR for Dark Gray and BUC for Back
WG1054AV
111AFI1DFor replacement parts see pep
Pararn Pools
FSE'
305 Stillwater Rd
Willernie, MN 55090 mows_ p Imo
r a MAR 1 8 2Q18
Phone: (651)653-6807
Fax: (651)653-1104 eK CITY OF ORONO
EMAIL sales@paragonpoolandspa.com
Contractor's License Information
Concrete- J&S General Contract P.O. Box 27 Osceola WI 54020
license # 956230 (715-294-2748)
Electrical- Wallraff Electrical 674 McCullurn Drive New Brighton
MN 55112 license# E-A 001892 (651-636-8515)
Gas- Metro Gas Install 605 141st Lane Andover MN 55304
license# m-0580 mb-003162 (763-754-7119)
Excavating- Dergoss Excavating 27306 Natcghez Ave. Elko MN
55020 license# 80-0400023 (952-292-0653)
Fence- Town & Country Fence 8511 Xylon Ave. Brooklyn Park MN
55445 (763-425-5050)
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The strength of steel has helped to create the very ....--- ,--
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society we thrive in today. It is utilized in many 4
applications: car and truck frames, guard rails,
0 suspension bridges, ships, construction equipment,
ante road tracks. It is also one of the most widely
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/ 01. Steel Panel Walls 3. Deck brace
7;r. The to bottom and verb I fl
p, ca anges, as well as The use of deck braces permits concrete or other
'' -— U panel stiffeners("Z"braces), are secured using the decking material to be installed immediately after the
' ,� `') G togglelock fastening system. The result being a panel pool is installed,without waiting for the back to settle.
with maximum strength, minimaldeflection, and a The inverted"A"shapetransfersthe weightofthedeck, 4111041,411#
. / t/3\/\\i't
perfectly square structure each and every time. to the base of the wall using the outward pressure of
w the water tet
o equalize the stress on the wall.
2. A-frame brace
\kjil �, One of the several types of adjustable wall 4. Skimmer Support
�� + *w4 k',aqM
supports that assure a straight, square structure Designed to supportthe weight of the skimmer during
is
u+ with or without water. and after backfilling,the skimmer support fits securely
under the skimmer on the wall's bottom flange.
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CERTIFICATE OF SURVEY ADDRESS: 2345 OLIVER HILL •
FOR
COUNTRY JOE HOMES
SANITARYO _
RIM=
CENTER UNE
OLIVER HILL RIM=1005.49 R=163.20 ,)
COPY12°59'22" L37.00OI0N01007 �_ 1004 1
1007.7 ONCRETE CURB*GUTTE'
J00�3 1004,5, /
1006.4 1005.7 1005.2 a
PRof'05E15 1
90°00'00"E 75.►i0 cn( r..�NwAN .�
till° I
S ��. • ^'
1009.4 �....�r t n- -a lino
/ PROPOSED.� 'Ii L' • / ; BOXES
'0 \i"\14.‘'(
JPr":
SEWER tail \t,�a ¢"
, r j WELL `'�;� SEI ICE h r i;.hs•! .. '.•''
Y011, // PROPOSED 5 0
10 f Al. r +AXI m DRIIVEWAY N
l Ei r l'.
t i[ N tkY, 9.596
1 r SIDEWALK I iv, t
l Ib.r�F. � H
.n 1i2 / _ 35.00. _. _ r
\ r, I o- / 2• ,_ }2'9.72
/
\ ti• o ° GARAGE N f
agED
i/ ; m PORCH � w o v
v.
W 1 ;ii,
i, r, IILlF1Cf, o AC-.
4 I PROPOSED TOP OF } �?�
FOUNDATION WALL ELEV. 1008.7 GARAGE I `
o \ I. i
\rI MeN or' N o
1" = 20' ` \y ! cn PROPOSED\ , r lr I 2-STORY 3W/ llli.'Gii/ a ii
Q .1 'F I FB/FLAT + `�� ® _ o
—1 t, \ t t.. 'tow G, (I( / w%l_ /.a •` o'o
.wrr. i \ r
l 1illaV 15.00 i, 4 .0 %. \, ,�iezir y 4
►, tix _\ 11} -r WINDOW I'WINDOW 29.78 t- /"
1 'ti ttl ` IWELL �. . O ' N
C7, I 4 I �p DECK to
h451, i ® —�
0 ❑ ❑ O t , S if s 1[Illi�r w 2 t I I[i1RtkI ! 1 1`--
Fri
-I PE) fl' ' 14 7 DIRT
(T1 I W t p ili I_:• I N.
.T7 -� ^ a m I1.'1 .PROPOSED *1041:=11111
2 2 tT1 ` I I 1 C7 -- 51i:T FENCE ' - ;` I co
CD CD I l � % � � I 0
N
Z ' \ \°2 '
o � t 1 0 o
i• B. Pi �� 1I `� : �r, ( tqJ'
ti i
Z F-
1
1 ' s ''ig e '
g � I :�
Cn Z Go --- -m - - c2 gl
n1 i 41
t
t
tIt
I1 "ti •., S___.._ ----_1 ........._...1910_-�-- w�. _ _._ �- -
j \ , `•' 1 �' T __,
M .1'- '1....—
,�
1, �M ,� ..__ 101,;-'-"
NOTE: ALL BUILDING tl —
DIMENSIONS ARE (', I
SHOWN TO OUTSIDE \ r ''
OF FOUNDATION WALL ; l0 1:._�_ ( ;' s
1
t
'� O DRAINA E#UTILfTY,e
; ` +'""EASEMENT
City of Orono __
Planning&Zoning Plan Review ____
Site Plan Review Date: 3• --
o DENOTES SET IRON PIPE MONUMENT ppOVED
• DENOTES FOUND IRON PIPE MONUMENT ��APPROVED W1TH REVISIONS(see notes)
0 DENIED LOT AREA = 19,549 SF
DENOTES PROPOSED DRAINAGE DIRECTION �M n. d✓ _ HOUSE AREA = 2,115 SF
0 DENOTES SERVICE LOCATION Staff:��i DRIVEWAY AREA = 742 SF
BENCH—MARK SIDEWALK AREA = 146 SF
RIM OF SANITARY MANHOLE
ID DENOTES WOOD HUB PORCH AREA = 160 SF
000.0 DENOTES EXISTING ELEVATION 40' NW OF THE NW CORNER AREA OF WINDOW WELLS = 100 SF
OF LOT 2, BLOCK 2, ELEV. = PROPOSED DECK AND STEPS AREA = 292 SF
(000.0) DENOTES PROPOSED ELEVATION 1005.49
TOTAL AREA OF HARD COVER = 3,555 SF 18.2%
HE=000.0 DENOTES HUB ELEVATION
DENOTES EXISTING CONTOUR PROPOSED TOP OF WALL ELEV. = 1008.7
PROPOSED GARAGE FLOOR ELEV. = 1008.4
(000) DENOTES PROPOSED CONTOUR PROPOSED BASEMENT FLOOR ELEV. = 1000.0
C®p.• PROPOSED FIRST FLOOR ELEV. = 1009.9
DENOTES BITUMINOUS SURFACE UhIUtIO
PROPERTY DESCRIPTION
DENOTES CONCRETE SURFACE LOT 1,BLOCK 2,OLIVER HILL,CITY OF ORONO,
HENNEPIN COUNTY,MINNESOTA.
Bohlen SETBACK INFORMATION: I HEREBY CERTIFY THAT THIS SURVEY WAS PREPARED BY ME OR
Surveying & Associates FRONT = 25' UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
SIDE = 10' LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA.
31432 Foliage Avenue 1682 Cliff Road E. REAR = 35
Northfield,MN 55057 Burnsville,MN 55337 �M
DATE: 6-14-2017 �,Q.QALL,
A Phone:(507)645-7768 A Phone:(952)895-9212 REVISED: 7-11-2017 THOMAS J.O'MEARA,LAND SURVEYOR
tomeara@bohlensurveying.com Fax:(952)895-9259
Z:\S\Projects\orono\oliver—hill\dwg\LOT1BLK2—CERT6-14-17.dwg MINNESOTA LICENSE NO.46167
2° 5 Ottvte. Hiv '
Z.oI r•Oc 5/ i n onnind poo