2025-00587CITY OF MONTICELLO IIIIIIIIIIII11111111111111111111111111111111111111111111111
505 WALNUT STREET * z 0 2 S— O O S S 7*
MONTICELLO, MN 55362-
DATE ISSUED: 05/12/2025
763) 295-3060 FAX: (763) 295-4404
Permit #: 2025-00587
ADDRESS 4471 86TH ST NE
PIN 155264004130
LEGAL DESC EDMONSON RIDGE
LOT 013 BLOCK 004
PERMIT TYPE BUILDING
PROPERTY TYPE SINGLE FAMILY -DETACHED
CONSTRUCTION TYPE NEW CONSTRUCTION
VALUATION : $ 283,494.73
NOTE: NEW CONSTRUCTION SINGLE FAMILY HOME:
1200 SQ FT FINISHED BASEMENT
350 SQ FT UNFINISHED BASEMENT
1596 SQ FT FINISHED MAIN FLOOR
42 SQ FT OPEN PORCH
503 SQ FT GARAGE
FIREPLACE: NO
A/C: YES
MECHANICAL: 11
PLUMBING: 19
SINGLE FAMILY HOME WITH FINISHED LOWER LEVEL
WATER METER 1 (MAIN) 1.00 SAC UNITS 1.00
WAC UNITS 1.00
APPLICANT BUILDING PERMIT FEE 2,146.34
PLAN REVIEW 1,395.12
JP BROOKS HOMES
13700 REIMER DRIVE
STATE SURCHARGE, BLDG VAL 141.75
SUITE 100 SAC FEE 30% 1,449.90
MAPLE GROVE, MN 55311- SAC FEE 70% 3,383.10
763) 999-7153 WATER ACCESS CHARGE, RESI 2,153.00
COMB CONNECTION FEE / RESI 130.00
SEWER / WATER EXCAVATION PERMIT 130.00
OWNER CONTRACTOR LICENSE VERIFICATION FEE 5.00
LSW INVESTMENTS LLC ASSESSMENT SEARCH FEE 60.00
4065 CHELSEA RD W UTILITY LOCATE FEE, RESI 50.00
MONTICELLO, MN 55362- WATER METER 1 (MAIN) 475.00
MN STATE SALES TAX (MTR1) 37.41
TOTAL 11,556.62
AGREEMENT AND SWORN STATEMENT Payment(s)
CHECK 22993 1 1.556.62
I agree that the work will be conducted in conformance with
the ordinances of the City of Monticello and with the
Minnesota State Building Code. I understand that the work
will be in accordance with the plan that has been approved
by the Building Official. I agree that any damage caused to
public property including but not limited to curb, sidewalk,
public utilities and signs will be repaired at my expense.
Applicant
Date S / 11 % 2 S
Bldg Official Date
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
CITY OF
Monticeflo
BUILDING SAFETY
Dr c oe n
Uu APB ! r'J PERMIT # k —L OS - -
505 WALNUT STREET, SUITE I MONTICELLO, MN 55362
City Hall (763) 295-2711 Building Inspections (763) 295-3060 Fax (763) 295-4404
BUILDING PERMIT APPLICATION
Please Print - INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED.
SITE ADDRESS: L A 1 1 ? (P40" Eetr + Nf, ZONED
LEGAL: Lot 3 Block LA Plat fcA M O ndo v - tn .
Property Owner Name: JP Brooks Builders Phone: 763-285-4790
Address: 13700 Reimer Drive City: Monticello State: MN Zip: 55311
Contractor Name: JP Brooks Builders
State License #: 656554
Address: 13700 Reimer Drive
Eng./Architect Name:
Address:
Plumber Name: Northwoods Plumbing
Address: 30799 73rd Street
Mechanical Name: Recher HVAC
Address: 1125 Mississippi Drive North
Type of Work
New
Addition
Alteration
Repair
Move
Other
Phone: 763-285-4790
E-Mail: shelly@jpbrooks.com
City: Maple Grove State: MN Zip: 55311
Phone:
City: State: Zip:
Phone: 763-717-8757
City: Pierz
City: Champlin
Type of Construction
9 Single Family
Duplex
0 Multi -Family
Commercial
Industrial
Other
Description of work: .
State: MN Zip: 56364
Phone: 612-802-6525
State: MN Zip: 55316
Building Information
Use of building WL5 L18LkA
of stories
Floor area sq. ft. 2 7 5"-Ti -;.'s
Estimated value
of construction $
I hereby apply for a permit for construction as described and acknowledge that the information I have provided above is complete and accurate. I
agree that the work will be conducted in conformance with the ordinances of the City of Monticello and with the Laws of the State of Minnesota;
and that I understand that this application is not a permit and that the work is not to start without a permit. I further understand that the work will
be in accordance with the plan that has been approved by the Building Official. I agree that any damage caused to public property including but
not limited to curb, sidewalk, public utilities and signs will be repaired at my expense.
I O-Z
SEE BACK FOR PLUIRE& AND MECHANICAL INFO.
Applicant Sign ure Ap ication Date
Address:
Two sets Building Plans
Two sets Surveys y 3a-r
Survey sent to Engineering for revie
Survey approvedarov — - pp by Engineering: 2
V Energy Calcs
HVAC Loads
Digital Plans: L
n Review letter generated
eived by Building Department:
Review completed by Building Department
Permit fees calculated
Applicant contacted: —
APPLICANT: Please show. fixtures that are applicable.
Fire Suppression : (if applicable) Plumbing: (if applicable) Mechanical: (if applicable)
No. Fixture Tvve
Sprinkler Heads
Other /Special FS Device
Fire Alarm: (if applicable)
No. Fixture Tvpe
S'm 0 X.
of Devices
Other
Name:
Address:
Ne% Fixture Type
J 3 Water Closet (toilet)
Bathtub
Lavatory (wash basin)
c1 Shower
Kitchen Sink
1 1 Dishwasher
Laundry Tub
Clothes Washer
1 Water Heater
Urinal
Drinking Fountain
Floor Drain
Slop Sink
Outside Faucet
L VIAL
Future Owner Information:
No. Fixture Tvpe
Furnace
1 Gas Meter
Range Hood
t Gas Range
Water Heater
1 Air Conditioning
Mech. Fireplace
k -3 Bathroom(s) Exhaust Fan
Air Exchanger
Dryer
Gas Opening w/o Fixture
to TOTAL
iFORCITYUSEONLY
Tree Ordinance Handout Yes No
Other Handouts Yes No
City: ADDITIONAL INFORMATION:
Valuation: ,Z 0 /j . w I At ..7 3
State: Zip: Construction Type:
Occupancy Group:
Phone#: Division: A j; "
Square Footage: 11
of Stories: ,,c,,,,(,, 1Z,.• h je r
of Residential Units: t - am e—
Maximum Occupancy: Al14
Fire Sprinklers: Yes D1 No
Off -Street Parking Covered: 2-
Off-Street Parking Uncovered:
Building Official0 aGv C/02
BPT: / /
Monticello 2025 Residential Building Permit Calculator
Address: 44 7186th Street NE, Monticello MN, 55362 Legal:
Lot 13 Block 4 Edmonson Ridge, Monticello, MN 1 =
Yes O=No New
Residence: I House Type: Rambler, Lookout 1 =
Yes 0 = No 1 = Yes 0 = No Permit
Applicant: Contractor: I Plan Review: 0 Owner:
0 Master Plan: 0 Master
Plan Review = 25% o Building Permit Fee) ValuationTOTAL.
Crawl
Space 0 S 15.27 $ - Unfinished
Basement Area 350 S 16.50 $ 5,775.00 Finished
Basement Area 1200 S 44.05 $ 52,860.00 Main/
First Floor Area 1,596 125.00 199,500.00 Second
Floor Area 0 115.00 Detached
Garage 0 60.00 Attached
Garage 503 47.33 23,806.99 Garage
Conversion to Living Space 0 47.44 Carport/
Gazebo 0 30.90 Pole
Barn 0 19.03 Shed -
greater than 200 SF 0 40.00 Lean -
to -Shed 0 13.25 Basement
Finish Only 0 16.00 Remodeled
Area 0 17.39 Porch (
open) 42 36.97 1,552.74 Porch (
3-Season) 0 60.00 Porch (
3-Season on Existing Deck) 0 55.00 Porch (
Screen Porch/Breezeway) 0 58.48 Solarium
0 94.90 Deck
0 20.00 Deck (
Screen In & Roof Over Existing) 0 29.80 In -
Ground Pool 0 23.18 Above -
Ground Pool 0 11.31 Fireplace -
Mechanical/Gas 0 4,892.50 Fireplace -
Masonry 0 22,660.00 Elevator/
Lift/Other 0 CALCULATED
BUILDING VALUATION $ 283.494.73 1 =
Yes 0 = No Water
Hook-up 1 Sanitary
Sewer Hook-up FEES:
BUILDING
PERMIT - 1997 UBC FEE SCHEDULE PLUS 6% 2,145.60 PLAN
CHECK j[395. I Z CONTRACTOR
LICENSE VERIFICATION 5.00 STATE
SURCHARGE 141.75 SUBTOTAL
2,292.35 SEWER
FEE [SAC] 4,833.00 WATER
FEE ]WAC] 2,153.00 WATER /
SEWER CONNECTION FEE 130.00 SEWER/
WATER EXCAVATION PERMIT FEE 130.00 ASSESSMENT
SEARCH 60.00 UTILITY
LOCATES 50.00 5/
8" WATER METER & SALES TAX 510.03 SUBTOTAL
7,866.03 TOTAL
FEES CALCULATED 10,158.38 Escrow
Amount - (Winter Only) TOTAL
AMOUNT TO BE PAID TO CITY _
I CITY OF
oi, .Monticello
BUILDING SAFETY
RESIDENTIAL PLANS EXAMINING REPORT
505 Walnut Street, Suite 1 City Hall (763) 295-2711
MONTICELLO, MN 55362 Building Inspections (763) 295-3060
Date: 4/15/25
JP Brooks
4471 86th Street NE
Contractor: JP Brooks
13700 Reimer Drive
Maple Grove, MN 55311
Telephone: 763-285-4790
BASIC PROJECT DESCRIPTION:
Single Story
Finished lower level
2,775 Sq ft Finished
1 1 Page
Bldg Building. Mechanical & Plumbing
review Electrical
outside
of city
Bob Ferguson — Chief Building Official
Bob. Ferg ugson(a.MonticelloMN.
Wayne Kalla — Inspector/ Plan Reviewer
Wayne.Kalla(cr MonticelloMN.gov
Mark Gerber — Inspector / Plan Reviewer
Mark.Gerber(a MonticelloMN.gm
Amy Biren — Building Permit Technician
building,department a, MonticelloMN.
Bill Husom — Electrical Inspector
Permits I Minnesota Den_ artment of Labor and Industry
mn.izov )
910 — 1811 St SE, Buffalo, MN 55313
CDD I Land Use/Site Design/Landscaping I Angela Schumann — Community Development Director
Angela.Schumann(a MonticelloMN. ov
Bob Ferguson — Zoning Administrator
Engr/ Grading, Paving, Drainage & Matt Leonard- City Engineer
PW Utilities Matt. Leonard(a;MonticelloMN.cov
Ryan Melhouse — Project Engineer
Ryan.Melhouse(c MonticelloMN.aov
Mario Frucci — Engineering Technician
Mario. Frucci(cL,MonticelIoMN.QOV
Mat Stang - Water & Sewer Superintendent
Mat. StanazO MonticelloMN.P-ov
763)271-3214
763) 314 -0908
763) 271-3222
763) 295-3060
612)490-0488
Office Hrs: 7-8:30am
763) 271-3224
763)271-3214
763)-271-3271
763) 271-3227
763)271-3213
763) 271-3274
The plan review accomplished as indicated in this record is limited to those code sections specifically
identified herein. This record references commonly applicable code sections. It does not reference all code
provisions which may be applicable to specific buildings. This record is designed to be used only by those
who are knowledgeable and capable of exercising competent judgment in evaluating construction
documents for code compliance.
The following notations refer to design submittal documents as presented in application for a building permit. This report is
not to be considered conclusive with respect to review of plans and specifications to assure compliance with Minnesota
Building Codes and Minnesota Fire Codes. Please retain a copy of this report on -site, attached to the Approved Job Copy of
the Building Plans and Specifications.
2 1 Page
This review is for Buildine Construction Permit review only. All other reviews will be conducted with
their respective permit applications. See note #1 below.
PLAN
NO. DEPT SHEET/ CODE
SECTION
COMMENTS
SPEC.
SECTION
1 bldg n/a general All job debris must be contained on -site and, in a dumpster, or covered, fenced area
note
2
bldg n/a general Building Official review and authorization required prior to changes, modifications,
note or alterations.
3
bldg n/a general
1300.0220 NOTICE: This building must not be occupied until a Certificate of Occupancy has
note been issued.
4
bldg n/a general Final Building, Plumbing, and Heating inspections must be completed prior to
note occupancy. Owner or contractor must be present for final building inspection.
5 bldg n/a general IFGC 406 Gas piping pressure test required: 25# for 10 minutes on residential construction.
note
6
Bldg n/a general Separate applications and permits Required for Sewer / Water Connection, Heating
note A/C Systems, Plumbing, Fire Alarm Systems.
bldg n/a general MR 1322.1101 A building certificate, showing energy code compliance information, must be posted
7 note Subp 15 in a permanently visible location prior to final inspection
N1101.8)
bldg MN Statute Carbon monoxide detectors must be installed in accordance with MN Statute §299F
8 299F .50 50
R315
bldg Buildings must be constructed per current building codes. 2020 MN State Building
Code including:
n/a general
2020 MN Residential Code
9 MR 1300 2023 National Electrical Code
note
2020 MN Plumbing Code
2020 MN Mechanical Code
2020 MN Fire Code
bldg All bottom wall plates in contact with concrete or masonry shall be decay resistive.
10 R317 All metallic fasteners and mechanical connections in contact with ACQ pressure
treated lumber must be approved for such use.
11 bldg IRC 602.10 Walls shall be braced in accordance with IRC 602.10 or Engineered Plans
12
bldg n/a general Post Address Card Visible from the street, maintain until the house numbers are
note installed.
1;
bldg n/a general Engineered Roof Trusses: Provide a Copy of the Approved, Certified Truss Plans
note for framing inspection.
14
bldg n/a general State Board of Electricity: Separate Permit and Inspections Required for Electrical
note work.
15 bldg Maintain 6" Earth to wood separation
Eng Erosion Control Required: Install erosion control per proposed survey prior to
16 foundation inspection. Rock construction entrance and site perimeter controls such
as silt fence are required. Maintain erosion controls until landscaping is completed.
3 1 Page
PLAN
NO. DEPT SHEET/
SPEC.
SECTION
bldg
17
18
Bldg
19 bldg
20
Bldg.
21 bldg
22 bldg
23
bldg
24 bldg
25
bldg
26
bldg
27
h14
28
hld 7
29
30
hlcl 7
31
32
Bldg
bldg
33
34 bldg
35
bldg
bldg
36
37
Bldg
CODE
COMMENTS
SECTION
Vent Pipes: The vent pipe shall be primed and glued at all fittings and shall extend
up from the radon control system's collection point to a point terminating a
minimum of 12" above the roof. The vent pipe shall be located at least 10' away
from any window or other opening into the conditioned spaces of the building. Vent
pipes routed through unconditioned spaces shall be insulated with a minimum of R-4
insulation. Vent pipes within the conditioned envelope of the building shall not be
insulated.
R312.2 Window Fall Protection Required for all windows 6' above grade with sill height of
less than 24", maximum opening must be less than 4".
WARNING: Call Before You Dig! Gopher State one 651-454-0002
Blower Door Test Required: Prior to final Inspection — Air Leakage Rate Must Not
Exceed 3 Air Exchanges Per Hour.
Flash between House and Stoop.
R319.1 Install House Numbers: 4" minimum, visible from street.
Fireplaces: Must be inspected prior to wall enclosure or when smoke chamber /
damper areas are exposed.
Solid Block Between Wall Studs at Vaulted Truss Bottom Chord.
R302.11 Fire blocking Required: Cut off concealed draft openings between stories and attic.
Close horizontal to vertical penetrations.
R301.1 Carry Concentrated loads to foundation — Concentrated loads must be solidly
blocked and carried continuously to foundation.
Slope garage floor to Overhead door or to floor drain. (no trap / dry pan drains to
daylight; schedule 40 pipe required).
R402.4.1.1 Hardboard Backer Required behind tub / shower.
Seal and Secure Sump Pump Basket Cover.
R506.2.3 Vapor Retarder: Required Under Floor Slab (Exception unheated spaces).
R405.2.3 Fain Tile to Sump Basket: Install pump with rigid piping to house exterior. Install
flexible hose connection extending to drainage area away from the foundation wall.
R1303.2402 Provide power receptacle & switched light in attic or other unconditioned space for
Subpart 6 future active radon ventilation system.
Radon gas vent pipes shall be provided with space around the vent pipe for future fan
R 1303.2402
installation. The space required for the future fan installation shall be a minimum of
24" in diameter, centered on the axis of the vent pipe, and shall extend a minimum
distance of 3 vertical feet.
R 402.1.1.3 Poly Slip Sheet Required over non -draining insulation.
R802.11 Install truss clips at each truss and girder end unless otherwise specified by the truss
manufacture.
R402.2.3 For air permeable insulations in vented attics, a baffle shall be installed adjacent to
MN Res.Energy soffit and eave vents. The baffle shall extend over the top of the attic insulation.
code
R703.2 Install weather barrier / House Wrap: Cover all exterior wall sheathing (exception:
Detached Accessory Buildings)
4 1 Page
PLAN
NO. DEPT SHEET/
SPEC.
SECTION
bldg
38
39 bldg
40 zoning
CODE
COMMENTS
SECTION
z" Anchor Bolts or Manufactured Foundation Straps Must: Engage 2nd course of
R403.1.6 concrete block masonry. Be located at each core fill / be spaced 6' on center, 2
anchors per plate, 1 anchor within 1' of each end.
Exterior non -draining foundation insulation requirements: have a rigid, opaque, and
weather -resistant covering to prevent degradation of the insulation's thermal
R 4021.1.3 performance. The protective covering shall cover the exposed exterior insulation
and extend a minimum of 6" below grade. The insulation and protective covering
system shall be flashed in accordance with IRC section R703.8.
DRIVEWAY REQUIREMENTS:
R-1 zoning code The Maximum Width at the Property line Shall Not Exceed 30 Ft. and Shall Taper to
a width Not to Exceed 28 Ft. and the Public Street.
5 1 Page
New Construction Energy Code Compliance Certificate
Per R401.3 Certificate_ A building certificate shall be posted on or in the electrical distribution Date Certificate Post
panel.
Mailing Address of the Dwelling or Dwelling Unit City
A -11 5 (61-" 6+ V- LCA- M 6
Name of Residential ContractorMNBrooks MNLicenseNumberBC
686554 ri'
HERMAL ENVELOPE Insulation
Location Below
Entire Slab Foundation
Wall Perimeter
of Slab on Grade Rim
Joist (1st Floor) Rim
Joist (2nd Floor+) wall
Ceiling,
flat Ceiling,
vaulted Bay
Windows or cantilevered areas Floors
over unconditioned area I
Describe other insulated areas Building
envelope airtightness: Windows &
Doors Average
U-Factor (excludes skylights and one door) U: Solar
Heat Gain Coefficient (SHGC): MECHANICAL
SYSTEMS Appliances
Heating System Fuel
Type Nat. Gas Manufacturer
Bryant 0
W
mnfEi
m
NA
R-
15 R-
15 R-
30 R-
30 R21
R-
0 R-
4e R-
30 NA
V
i
SAFFETE
Y APPROVEDFILE COPY
REVIEWED FOR CODE
COMPLIANCE SUBJ.C TT%
FIELDINSPECTION Date4,i! a
logo here RADON
CONTROL SYSTEM
Type: Check All
That Apply Passive (No Fan) With fan and
monometer m FlActive or
other systemmonitoringdevice) L m y
Location (
or future location) of Fan: c a o
U
m o CL m m
Attic Q
m
m
U v c Z m m
to m
U
O
iL j W
0 ti
0
e
mE,
a,
Ca
ca
c z u u
ti ti it x Other Please Describe Here Poly Barrier V
Sdedor and
interior
as dictated by code interior of Foundation
Wag Duct system airtightness:
I NA Heating or Cooling
Ducts Outside Conditioned Spaces 30 Not applicable,
all ducts located in conditioned space R-value Domestic
Water Heater
Nat. Gas
Richmond
Model 915SB042060E17
Input
in Capacity
Rating or Size
BTUS 60,000 in Gallons 150 AFUE or Efficiency
HSPF'/a
96.2 Heating Loss Residential
Load Calcula1i
y MECHANICAL VEN`nL.
ATION SYSTEM S6 Make-up
Air
Select Type Coating System R1
Not required per mech- code Elect. F-1passive
Bryant Flowered BA013NR030BNG
Interlocked with
exhaust
device. Describe: output in
Tons:
2.
5 0 Other, describe: 13
I Location
of duct orsystem: SSEFER EER HeatingGainCooling
Load C Im's
round duct OR
metal duct Describe
any additional
or combined heating or cooling systems if installed: (e.g. two furnaces or air I Combustion Air Select a Type source heat pump
with gas back-up furnace): Not required per mech. code Select Type gV
Passive Heat Recover Ventilator (
HRV) Capacity in cfms: I Low: High: Other, describe: Energy Recover Ventilator (
ERV) Capacity in cfms: iLow: 190 High: 1130 Location of duct or system: Balanced Ventilation capacity
in cfns: Mechanical Room Location offan(s),
describe: I Bathrooms and Laundry I Cfm's Capacity continuous ventilation
rate in cfms: 90-130 s "round dud OR Total ventilation {intermittent +
continuous) ratein cfms: 1270 - _ _^ _ _ _- L " metal duct Builders Associaton of Minnesota
version 101014
Recher
HVAC Load Calculations
for
Rajaratnam
4471 86th St NE Lot 13 Block 4
IIL
RHVAC-ftSID99"AL
HVAG L,oAas
Prepared By:
Tuesday, March 18, 2025
Rhvac is an ACCA approved Manual J, D and S computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Auer Steel (Plymouth) Recher
PI mouth MN 55441 Page 2
Project Report
General Project Information___
Project Title: Recher
Project Date: Tuesday, March 18, 2025
Client Name: Rajaratnam
Client Address: 4471 86th St NE Lot 13 Block 4
I Design Data
Reference City- Minneapolis/St. Paul AP, Minnesota
Building Orientation: Front door faces East
Daily Temperature Range: Medium
Latitude: 44 Degrees
Elevation: 834 ft.
Altitude Factor: 0.970
Outdoor Outdoor Outdoor Indoor Indoor Grains
Dry Bulb Wet Bulb Rel.Hurn Rel.Hum Dry Bulb Difference
Winter: -15 -15 n/a n/a 72 n/a
Summer: 88 71 44% 50% 75 24
1 66_Figures - - - -, - - - - -_ -_ --- --- - - - - --- --- - — ----- ____ - — ____ ---- --- — __1
Total Building Supply CFM: 793 CFM Per Square ft.: 0.248
Square ft. of Room Area: 3,192 Square ft. Per Ton: 1,756
Volume (ft3): 18,126
Building Loads
Total Heating Required Including Ventilation Air: 36,849 Btuh 36.849 MBH
Total Sensible Gain: 17,804 Btuh 82 %
Total Latent Gain: 4,010 Btuh 18 %
Total Cooling Required Including Ventilation Air: 21,814 Btuh 1.82 Tons (Based On Sensible + Latent)
Rhvac is an ACCA approved Manual J, D and S computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at
your design conditions.
C:\...\Recher HVAC - 4471 86th St NE Lot 13 Block 4.rh9 Tuesday, March 18, 2025, 10:51 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Auer Steel (Plymouth) Recher
Plvmouth, MN 55441 Page 3
Miscellaneous Report
System 1 House Outdoor Outdoor Outdoor Indoor Indoor Grains
Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Drv_ Bulb Difference
Winter: 15 15 100% n/a 72 n/a
Summer: 88 71 44% 50% 75 23.51
Duct Sizino_ Inputs
Main Trunk
Calculate: Yes
Runouts
Yes
Use Schedule- Yes Yes
Roughness Factor: 0.00300 0.01000
Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft.
Minimum Velocity: 0 ft./min 0 ft./min
Maximum Velocity: 900 ft./min 750 ft./min
Minimum Height: 0 in. 0 in.
Maximum Height: 0 in. 0 in.
Outside Air Data
Infiltration Specified:
Winter
0.130 AC/hr
Summer
0.070 AC/hr
39 CFM 21 CFM
Infiltration Actual: 0.130 AC/hr 0.070 AC/hr
Above Grade Volume: X 18,126 Cu.ft. X 18,126 Cu.ft.
2,356 Cu.ft./hr 1,269 Cu.ft./hr
X
Total Building Infiltration:
0.0167
39 CFM
X- 0.0167
21 CFM
Total Building Ventilation: 160 CFM 160 CFM
System 1---
Infiltration & Ventilation Sensible Gain Multiplier.- 13.87 = (1.10 X 0.970 X 13.00 Summer Temp. Difference)
Infiltration & Ventilation Latent Gain Multiplier: 15.51 = (0.68 X 0.970 X 23.51 Grains Difference)
Infiltration & Ventilation Sensible Loss Multiplier: 92.85 = (1.10 X 0.970 X 87.00 Winter Temp. Difference)
Winter Infiltration Specified: 0.130 AC/hr (39 CFM), Construction: Tight
Summer Infiltration Specified: 0.070 AC/hr (21 CFM), Construction: Tight
C:\ ...\Recher HVAC - 4471 86th St NE Lot 13 Block 4.rh9 Tuesday, March 18, 2025, 10:51 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Auer Steel (Plymouth) Recher
Plymouth. MN 55441 Pace 4
Load Preview Report
Net. ft. Sen La( Net Sen'
Sys
H g!
Sys!'
Clg:
Sys
Act Dud
Scope Ton Ton Area Gain Gain Gain Loss CFM. CFM CFM;
Size
Buildinq 1.82 1,756 3,192 17,804 4,010 21,814 36,849 414 793 793
Svstem 1 1.82 1,756 3,192 17,804 4,010 21,814 36,849 414 793 793 10x1fr
Ventilation 888 2,482 3,370 5,942
Zone 1 3,192 16,916 1,528 18,444 30,907 414 793 793 10x1
1-Lower Level 1,596 4,837 468 5,305 12,644 169 227 227 3
2-Main Level 1,596 12,080 1,060 13,140 18,263 244 566 566 6
C:\ ...\Recher HVAC - 4471 86th St NE Lot 13 Block 4.rh9 Tuesday, March 18, 2025, 10.51 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Auer Steel (Plvmouth) Recher
Plvmouth. MN 55441 Page 5
Duct Size Pre vie w
Room or i Minimum Maximum Rough; Design; SP; DuctDuct Htg Clg i Act. i Duct Duct
Name Source _ Velocity
Velocity Factori L/100 Loss, Velocity Length Flow_ Flow.l Flaw, _Size . Svstem
1 Supply
Runouts Zone
1 1-
Lower Level Built -In 0 750 0.01 0.1 384.7 2-
Main Level Built -In 0 750 0.01 0.1 480.4 Other
Ducts in System 1 Supply
Main Trunk Built -In 0 900 0.003 0.1 760.8 Summary
Svstem
1 Heating
Flow: 414 Cooling
Flow: 793 169
227 3--6 244
I 566 6-6 414=
1 793 10x1: C:\...\
Recher HVAC - 4471 86th St NE Lot 13 Block 4.rh9 Tuesday, March 18, 2025, 10:51 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Auer Steel (Plymouth) Recher
Plvmouth. MN 55441 Page 6
Total Buildin_q Summary Loads
Component Area Sen Lat Sen Total
Description Quan Loss Gain Gain Gain]
Marvin: Glazing -Custom Window, U-value 0.32, SHGC 234 6,514 0 7,156 7,156
0.34
15BO-10sf-8: Wall -Basement, , R-10 board insulation to 1044 4,872 0 89 89
floor, no interior finish, 8' floor depth, U-value 0.05
15BO-10sf-4: Wall -Basement, , R-10 board insulation to 240 1,128 0 0 0
floor, no interior finish, 4' floor depth, U-value 0.054
12F-Osw: Wall -Frame, R-21 insulation in 2 x 6 stud 1650 9,331 0 1,426 1,426
cavity, no board insulation, siding finish, wood studs,
U-value 0.065
1613-50: Roof/Ceiling-Under Attic with Insulation on Attic 1596 2,777 0 1,532 1,532
Floor (also use for Knee Walls and Partition
Ceilings), Vented Attic, No Radiant Barrier, Dark
Asphalt Shingles or Dark Metal, Tar and Gravel or
Membrane, R-50 insulation, U-value 0.02
21 B-20: Floor -Basement, Concrete slab, any thickness, 2 1596 2,638 0 0 0
or more feet below grade, R-3 or higher insulation
installed below floor, any floor cover, shortest side of
floor slab is_20' wide_ U-value 0.019 -.,
Subtotals for structure- 27,260 0 10,203 10,203
People: 6 1,200 1,380 2,580
Equipment: 0 2,400 2,400
Lighting: 0 0 0
Ductwork: 0 0 0 0
Infiltration: Winter CFM: 39, Summer CFM: 21 3,647 328 294 622
Ventilation: Winter CFM: 160, Summer CFM: 160 5,942 2,482 888 3,370
Exhaust: Winter CFM: 160, Summer CFM: 160
AED Excursion: 0 2,639 2,639
Total Building Load Totals: 36,849 4,010 17,804 21,814
Check Figures
Total Building Supply CFM: 793 CFM Per Square ft.: 0.248
Square ft. of Room Area: 3,192 Square ft. Per Ton- 1,756
Volume (ft'): 18,126
Building Loads
Total Heating Required Including Ventilation Air: 36,849 Btuh 36.849 MBH
Total Sensible Gain: 17,804 Btuh 82 %
Total Latent Gain: 4,010 Btuh 18 %
Total Cooling Required Including Ventilation Air: 21,814 Btuh 1.82 Tons (Based On Sensible + Latent)
Notes
Rhvac is an ACCA approved Manual J,'D and S computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at
your design conditions.
C-\ ...\Recher HVAC - 4471 86th St NE Lot 13 Block 4.rh9 Tuesday, March 18, 2025, 10:51 AM
Rhvac - Residential & Light Commercial HVAC Loads
Auer Steel (Plymouth)
Plvmouth, MN 55441
Buildin_q Pie Chart
Floor 7%
Roof 8%
Wall 42%
Roof 7%
Wall 7%
Glass 33%
Elite Software Development, Inc.
Recherj
Paae 7 i
Ventilation 16%
Infiltration 10%
Glass 18%
AED Excursion 12%
People 12%
Ventilation 15%
Infiltration 3%
Equipment 11 %
CA ...\Recher HVAC - 4471 86th St NE Lot 13 Block 4.rh9 Tuesday, March 18, 2025, 10:51 AM
Rhvac - Residential S Light Commercial HVAC Loads
Auer Steel (Plymouth)
Elite Software Development, Inc.
Recher
Plvmouth. MN .55441 - -- - --- Page- 8
j Detailed Room Loads - Room I - Lower Level (Average Load Procedure)
General
Calculation Mode: Htg. & clg. Occurrences: 1
Room Length: 39.9 ft. System Number: 1
Room Width- 40.0 ft. Zone Number: 1
Area: 1,596.0 sq.ft. Supply Air: 227 CFM
Ceiling Height: 9.0 ft. Supply Air Changes: 0.9 AC/hr
Volume- 14,364 cu.ft. Req. Vent. Clg: 0 CFM
Number of Registers: 3 Actual Winter Vent.: 65 CFM
Runout Air- 76 CFM Percent of Supply.: 29 %
Runout Duct Size: 6 in. Actual Summer Vent.: 46 CFM
Runout Air Velocity: 385 ft./min. Percent of Supply: 20 %
Runout Air Velocity: 385 ft./min. Actual Winter Infil..- 8 CFM
Actual Loss: 0.093 in.wg./100 ft. Actual Summer Infil.: 4 CFM
Item Area U- Htg Sen Clg Lat Sen
Descrir)tion __- Quantity. _ Value HTM Loss HTM Gain Gain
E -Wall-15130-10sf-8 40 X 9 360 0.050 4.7 1,680 0.1 0 31
S -Wall-15BO-1 Osf-8 38 X 9 342 0.050 4.7 1,596 0.1 0 29
S -Wall-15BO-1 Osf-4 10 X 4 40 0.054 4.7 188 0.0 0 0
S -Wall-12F-Osw 10 X 5 50 0.065 5.7 283 0.9 0 43
W -Wall-15BO-1 Osf-4 40 X 4 160 0.054 4.7 752 0.0 0 0
W -Wall-12F-Osw 40 X 5 147.5 0.065 5.7 834 0.9 0 128
N -Wall-15BO-10sf-8 38 X 9 342 0.050 4.7 1,596 0.1 0 29
N -Wall-1 5BO-1 Osf-4 10 X 4 40 0.054 4.7 188 0.0 0 0
N -Wall-12F-Osw 10 X 5 32.5 0.065 5.7 184 0.9 0 28
W -GIs-Marvin shgc-0.34 0%S (3) 52.5 0.320 27.8 1,461 35.9 0 1,887
N -GIs-Marvin shgc-0.34 100%S 17.5 0.320 27.8 487 10.6 0 186
Floor-21 B-20 40 X 39.9_ 1596 0.019 1.7 2,638 0.0 0 0
Subtotals for Structure: 11,887 0 2,361
Infil.: Win.: 8.2, Sum.: 4.4 415 1.825 757 0.147 68 61
AED Excursion: 755
People: 200 lat/per, 230 sen/per: 2 400 460
Equipment- 0 1,200 .
Room Totals.- 12,644 468 4,837
C-\ ...\Recher HVAC - 4471 86th St NE Lot 13 Block 4.rh9 Tuesday, March 18, 2025, 10:51 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Auer Steel (Plymouth) Recher
Plvmouth. MN 55441 Page 9
Detailed Room Loads - Room 2 - Main Level (Avers_ qe Load Procedure)
General
Calculation Mode: Htg. & clg. Occurrences: 1
Room Length: 39.9 ft. System Number: 1
Room Width: 40.0 ft. Zone Number: 1
Area: 1,596.0 sq.ft. Supply Air: 566 CFM
Ceiling Height: 9.0 ft. Supply Air Changes: 2.4 AC/hr
Volume: 14,364 cu.ft. Req. Vent. Clg: 0 CFM
Number of Registers: 6 Actual Winter Vent.: 95 CFM
Runout Air: 94 CFM Percent of Supply.: 17 %
Runout Duct Size: 6 in. Actual Summer Vent.- 114 CFM
Runout Air Velocity: 480 ft./min. Percent of Supply: 20 %
Runout Air Velocity: 480 ft./min. Actual Winter Infil.: 31 CFM
Actual Loss: 0.144 in.wg./100 ft. Actual Summer Infil.: 17 CFM
tem - uantea -- Lat Sen l
Descritionq Q tv Vale HTM ossLoss TlgHM Gain Gain
E -Wall-12F-Osw 40 X 9 340 0.065 5.7 1,923 0.9 0 294
S -Wall-12F-Osw 48 X 9 432 0.065 5.7 2,443 0.9 0 373
W -Wall-12F-Osw 40 X 9 248 0.065 5.7 1,402 0.9 0 214
N -Wall-12F-Osw 48 X 9 400 0.065 5.7 2,262 0.9 0 346
E -GIs-Marvin shgc-0.34 0%S 20 0.320 27.8 557 36.0 0 719
W -GIs-Marvin shgc-0.34 0%S 30 0.320 27.8 835 35.9 0 1,078
W -GIs-Marvin shgc-0.34 0%S 40 0.320 27.8 1,114 36.0 0 1,438
W -GIs-Marvin shgc-0.34 0%S 42 0.320 27.8 1,169 35.9 0 1,509
N -GIs-Marvin shgc-0.34 100%S 12 0.320 27.8 334 10.6 0 127
N -GIs-Marvin shgc-0.34 100%S 20 0.320 27.8 557 10.6 0 212
UP-Cei11.6B-50 39.9_.X 40___ 1596 0.020 1.7 2,777 1.0 0 1,532_
Subtotals for Structure: 15,373 0 7,842
Infil.: Win.: 31.1, Sum.: 16.8 1,584 1.824 2,890 0.147 260 233
AED Excursion: 1,885
People: 200 lat/per, 230 sen/per: 4 800 920
Equipment:
Room Totals: 18,263 1,060 12,080
C:\ ...\Recher HVAC - 4471 86th St NE Lot 13 Block 4.rh9 Tuesday, March 18, 2025, 10:51 AM
Rhvac - Residential & Light Commercial HVAC Loads
Auer Steel (Plymouth)
Elite Software Development, Inc.
Recher
Plymouth. MN _55441 - --- Paae 101
System 1 Room Load Summary
Htg Min Run Run Clg Clg Min Act 1
Room Area Sens Htg Duct Duct Sens Lat Clg Sys
No Name SF Btuh CFM Size _ Vel-_--_ Btuh_ Btuh _-_ CFM CFM
Zone 1---
1 Lower Level 1,596 12,644 169 3-6 385 4,837 468 227 227
2 Main Level 1,596 18,263 244 6-6 480 12,080 1,060 566 566
Ventilation 5,942 888 2,482
Svstem 1 total 3,192 36,849 414 1.7,804 4,010 793 793
System 1 Main Trunk Size: 10x15 in.
Velocity: 761 ft./min
Loss per 100 ft.: 0.100 in.wg
Cooling System Summary
Cooling Sensible/Latent Sensible Latent Total
Tons split- Btuh — Btuh Btuh
Net Required: 1.82 82% / 18% 17,804 4,010 21,814
Equipment Data
System Cooling System
Type:
Heating
Natural Gas Furnace Standard Air Conditioner
Model:
Indoor Model:
Brand:
Efficiency: 0 AFUE 0 SEER
Sound: 0 0
Capacity: 0 Btuh 0 Btuh
Sensible Capacity: n/a 0 Btuh
Latent Capacity: n/a 0 Btuh
C-\ ...\Recher HVAC - 4471 86th St NE Lot 13 Block 4.rh9 Tuesday, March 18, 2025, 10.51 AM
N10 s FEr
i
APPROVED FILE COPY
REVIEWED FOR CODE COMPLIANCE
SUBCTT FFInIELLDD IN PECTION
O
Souture:
INDEX
see=_- TITLE
TITLE SKEET
ICr4L FRAMING DETAILS
VAT I ONS 4 ROOF PL,4N
LOWER FLOOR i=LAN
t-lA 1N FLOOR i=L,4N
ELECTRIC,4L PL,4NS
OR ELEVATIONS/C,45INETS
BUILDING SECTIONS
BUILDING SECTIONS
GENER,4L NOTES
fi=ICAL WALL SECTIONS
T''i=IC,4L DEVILS
T''PIGAL DETAIL5
FRI
Z
N
DRAWING RECORD
REVIEW SET 03.05.2025
PERMIT SET 04.01.2025
CLIENT SET 04.01.2025
SQUARE FOOTAGE
MAIN FLOOR FINISHED 1596
LOWER FLOOR FINISHED 1 179
TOTAL FINISHED 2775
FOUNDATION 1596
OVERALL SQUARE FEET 3192
GARAGE 503
TITLE SHEET
IN
NE
GE
ESOTA
i COPYRIGHT NOTICE
THIS ARCHITECTURAL PLAN SET AND THE DESIGN ELEMENTS REPRESENTED ON > cliEACHINDIVIDUALPAGEINCLUDINGBUTNOTLIMITEDTO; FLOOR PLAN AND v
o
C
T ELEVATION DESIGN, DETAILS, INFORMATION, AND CONCEPTS IS PROPRIETARY rn o1 '
AND DEVELOPED FOR THE EXCLUSIVE USE OF JP BROOKS INC. 70 rn
rn_
USE AND/OR REPRODUCTION OF ANY PORTION OF THIS PLAN SET IN ANY y C
FORM IS STRICTLY PROHIBITED WITHOUT EXPRESSED WRITTEN PERMISSION OF JP W rn m a' 5DBROOKS. VIOLATION WILL BE SUBJECT TO ALL APPLICABLE COPYRIGHT LAWS. 0 0 rn r
Cn Z
z rn rn
BUILDING CODE AND DESIGN DISCLAIMER 00 rn m O
o m nTHEHOMEPLANREPRESENTEDINTHISPLANSETHASBEENDESIGNTOCOMPLYOONWITHTHE2018INTERNATIONALRESIDENTIALCODE (IRC) AND THE 2020 -1 C co 0OINTERNATIONALENERGYCONSERVATIONCODE (IECC). THE DESIGN OFTHS MI
D
z HOME PLAN IS DRAWN AS ACCURATELY AS POSSIBLE, HOWEVER, FINAL W O A, CONSTRUCTION MAY DIFFER SLIGHTLY FROM PLANS DUE TO STRUCTURAL o• p
ADJUSTMENTS, FIELD CONDITIONS, OR OTHER DESIGN CONSIDERATIONS.
4471 86th Street NE
CITY9OF Lot 13 Block 4 - Edmonson Ridge
4 fMontleo
BUILDING SAFETY Builder: JP Brooks Builders
505 Walnut Street, Suite #1 Monticello, MN 55362 Phone: 763-295-3060 Fax: 763-295-4404
CITY OF MONTICELLO
PROPOSED BUILDING SURVEY REQUIREMENTS CHECKLIST
Prior to excavation and construction, the permittee shall submit to the City of Monticello
through certificate of survey that the proposed construction is in compliance with all land use,
zoning, conditional use, or planned use as part of the building permit application. The
certificate of survey shall be signed by a registered Minnesota land surveyor.
The signed certificate of survey shall contain at a minimum the following information:
Indicate permanent iron monuments at each lot corner.
Dimension from house to lot lines and from O.H.W. & Bluff Line of rivers, creeks,
lakes, and Type 4 and 5 wetlands.
V Proposed building elevations of lot corners.
v Proposed elevations at building corners.
Proposed elevations on the side yard swales at the extension of building corners and
high points.
Proposed and as -built elevations of garage slab and lowest floor on walkouts.
Top of curb elevation at the extension of property lines and center of driveway.
Proposed elevations and location of any critical drainage ways located on the site
natural or man-made) indicated with drainage arrows and percentage of slope.
V Label all adjacent street and railroad right-of-way
Erosion control Must be installed prior to starting construction and maintained to be compliant with
City requirements and project SWPPP. Follow City Standard Detail Plate 6006.
v Proposed driveway location, width at lot line, % of slope.
11 Show proposed porches, cantilevers, bay windows, and decks (if being constructed).
N/A Show individual significant trees 36" DBH (Diameter Breast Height)or larger
N/A Existing or proposed retaining wall(s) top and bottom elevations.
Show adjacent property topo related to drainage with arrows.
Proposed sump; pump outlet location on building foots>rint (natural drainage or piped to
curb). Show any Drain Tile installed in the yard. & ,,,,v sump pump location on final as -built
City will accept only originals or quality hard copies of the as -built survey and
certification of grading.
NO EXCAVATION OR CONSTRUCTION CAN BEGIN UNTIL
THIS PLAN IS APPROVED BY THE LOCAL BUILDING
INSPECTOR
LOWEST FLOOR ELEVATION IS SUBJECT TO SOIL AND WATER TABLE CONDITIONS.
BEARING AND DISTANCE INFORMATION IS PER THE RECORDED PLAT.
EASEMENTS ARE SHOWN PER RECORDED PLAT UNLESS OTHER DOCUMENTATION WAS
PROVIDED TO US.
CONTRACTOR TO DETERMINE EXACT LOCATION AND ELEVATION OF SEWER SERVICE.
THE LOWEST FLOOR ELEVATION IS SUBJECT TO THE ACTUAL DEPTH AND ELEVATION OF THE
SEWER SERVICE.
PRIOR TO ANY EXCAVATION, EXCAVATOR MUST COMPARE SURVEY WITH HOUSE PLAN AND
BUILDER TO VERIFY TYPE OF HOUSE, DIMENSIONS AND FINAL ELEVATION(S).
STREET AND UTILITY IMPROVEMENTS SHOWN PER PLAN.
UTILITIES SHOWN HEREON WERE DIGITIZED PER THE EDMONSON RIDGE DEVELOPMENT PLANS
DATED 7/29/2021. PAGES 22-24. BY ALLIANT ENGINEERING.
x 976.4
E942.
f- -
T
LS 44110
4.
SETBACKS HOUSE TYPE
25' Front Full Basement Lookout
7' Side 'The Madison'
30' Rear ZONING
20' Side Street P.U.D.
DRIVEWAY AREA TO STREET.
696 4 S.F. w/0 Sidewalk
SQQ AREA.,
Full Yord - 8,9697- S.F.
30' Behhd House - 4,831% S.F.
PROPOSED IMPERVIOUS SURFACES
Total lot Area - 11,433% S.F.
House Area = 2,182y S.F
Drivewav/Wa/k Area -612Y- S.F.
Total Impervious Area = 2,795% S.F. (24.5R)
LEGEND:
Denotes found iron monument aJk\
Denotes set hub IP ir2' t- i i i v i i i I N 1
Denotes set lath
a
L. _ ti L. I I .. 1 .. ..Ai v
existing ground elevation t44,
110
yqg6Denotes958.9 09763
proposed elevation QPk2lDenotes
41I0 r
Denotes proposed drainage flow
Denotes electric service
Denotes telephone pedestal
Denotes cable television box
Denotes water service
Denotes sanitary service
Denotes Peter D. Goers, LS
Denotes concrete surface
Denotes bituminous surface
Denotes easement
Denotes contour per grading plan
Denotes sanitary sewer
Denotes waterline
SBL Denotes building setback line
Denotes existing adjoiners
Drainage and Utility Easements are
shown thus:
I
L6
12
6
12
N.T.S.
Being 6 feet in width and adjoining lot
lines and 12 feet in width and adjoining
street lines and rear lot lines as shown
on this plot, unless otherwise shown.
SHEET NO.
j' SBL
12 I
m
96Q 7
f - 30 - -
9
o 960• I /
4-
7(
ELEV PER GRADING PLAN OFFSETS
Plans by Alliont. 0S#1 = 966.87 (BM)
Garage Floor E/ev - 968.5 OS#2 = 967.51
Lowest Floor Elevation - 96L5 0S#3 = 966.31
Rear Elevation = 965.5 OS,f4 = 966.27
L - Lookout
REFERENCE BENCHMARK:
Rim of sanitary monho/e on 86th St.
N£ near West plat boundary.
Elevation - 95715 feet (Plot Datum)
PROPOSED HOUSE ELEVA TONS
Top of Foundation E/ev = 970.2
Garage Floor Elev = 969.9
Lowest Floor Elev = 962.2
Ceifffica te of Survey
for
JP Brooks Builders
Lot 13, Block 4, EDMONSON RIDGE
City of Monticello, Wright County, Minnesota
AdIdkwa 4471 86TH STREET ALE Monticello, MN 66362
PROPOSED DING SURVEY
App oved l D._+ 5/9/2025
14 . .
I
V I
D: 155-264-004120 OS/4 Q a
31
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66.
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966' + Elev. 966.87 44110 6,E a, J g6 rn V
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a 5x ^ 36.43 L - SBL - - -
6O BL _- - Y$ - - - - - -
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xy 60
L _ - - 96 '
g966,3
ss i SBL ( ®g66.
8 I o I
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965
q 48.
00 96I .7 X I cr
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6 -
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Proposed Window e!! I h 5x I > V 63.
J House e SS - >
N4
I_ 71UI967.1 r o
Ol 7' 2. I j!- - 4
la
U P/D: 5-264-004130 IL50 - L- --- l Area. I1,
433Y- S.F. 966.9 m 36.7 fp g61'
3 g65' (r-267- Ac.) o N p
I
6k. F oposed no Proposed 9 ;aroe
a o Driveway X 967.3 C g604
I x \ X966.
k
9
Uco., _ 7.6y 9677- 9 36.
3 h l2I966257.50 \ 6 j - - - - - 12 - L - - - SBL
SBL oS- 2.
o s ,,,c we ...- '
L _ _ _ _ J •4 v
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Z ,
IP y2"
l 6l r\ A s
R\ - -
6- - - -
81C_ -E6 -^ - ?X o 4411 16.
64 9 54.02 6 26.095 , , g6 57.50 g6? -6.- 35./9 e 60 - 4' lP
Sr2" /1 r' ' N 89
3 6 24 wOS I 30 \ r OS 2 g68yr 6.A r i r e N r - i°dt 967.2 v 6 IP
y / 967 51 9 0 44110 / `
1 I 441/
1 966.
31
P/D:
155- 4-004140 IP y2 P1D. 155-
264-001 660 P/D. 155-264-004150 1 44110 I 5 I8
I 96 X
965,
7
966 T
965.1
V
9
gr
q64 X
a
I
I
I e4 I Certificate
of
Survey BOGART, PEDERSON JP Brooks
Builders & ASSOCIATES, INC. 1-13,
134, EDMONSON RIDGE LAND SURVEYIN CIVIL ENGINEERING
MAPPING Wright
County,
Minnesota 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-
262-8822 FAX: 763-262-8844 X 0
20'
SCALE: I" =
20' I hereby
certify that this survey, plan, or REV report was
prepared by me or under my DATE: 3/27/25 No DATE DESCRIPTION my direct
supervision, and that I am a duly Licensed
Land Surveyor under the DESIGN BY: 1 4 3 25 Updated House location laws of
the State of Minnesota. DRAWN BY: CK 2 4f 5 25 Updated Drawing After Restake 1fq5 CHECKED
BY:
CAW/RT IL rMhJ
DWG FILE: L13 B4 HS Craig A.
Wensmann FILE NO.: Date: 3,
27 25 Reg. No.47466