2025-00586CITY OF MONTICELLO
505 WALNUT STREET
MONTICELLO, MN 55362-
763) 295-3060 FAX: (763) 295-4404
ADDRESS 4510 86TH ST NE
PIN 155264003060
LEGAL DESC EDMONSON RIDGE
LOT 006 BLOCK 003
PERMIT TYPE BUILDING
PROPERTY TYPE SINGLE FAMILY -DETACHED
CONSTRUCTION TYPE NEW CONSTRUCTION
VALUATION 271,195.90
APPLICANT
JP BROOKS HOMES
13700 REIMER DRIVE
SUITE 100
MAPLE GROVE, MN 5531 l-
763) 999-7153
OWNER
LSW INVESTMENTS LLC
4065 CHELSEA RD W
MONTICELLO, MN 55362-
AGREEMENT AND SWORN STATEMENT
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. 1 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 '5 f 1 Z f 2-
Bldg Official Date
MUMNIMMERM
2 0 Z 5— 0 0 5 8 6*
DATE ISSUED: 05/12/2025
Permit #: 2025-00586
BUILDING PERMIT FEE 2,075.06
PLAN REVIEW 1,348.79
STATE SURCHARGE, BLDG VAL 135.60
SAC FEE 30% 1,449.90
SAC FEE 70% 3,383.10
WATER ACCESS CHARGE, RESI 2,153.00
COMB CONNECTION FEE / RESI 130.00
SEWER / WATER EXCAVATION PERMIT 130.00
CONTRACTOR LICENSE VERIFICATION FEE 5.00
ASSESSMENT SEARCH FEE 60.00
UTILITY LOCATE FEE, RESI 50.00
WATER METER 1 (MAIN) 475.00
MN STATE SALES TAX (MTR1) 37.41
TOTAL 11,432.86
Payment(s)
CHECK 22994 1 1,43 2.86
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
Address: 1
Two sets Building Plans f.-7
Two sets Surveys
Surveysent to Engineering for review: —
Survey approved by Engineering:
Energy Calcs
HVAC Loads
S
Digital Plans:'• S
Y Plan Review letter generated JS2 a-
V deceived by Building Department: p t.
Review completed by Building Department
Permit fees calculated
Applicant contacted:—
CITY OF
Monticeflo
BUILDING SAFETY
505 WALNUT STREET, SUITE 1 MO:
City Hall (763) 295-2711 B
APR 1 1 2025
ICELLO, MN 55362
PERMIT # C 6k'T_ a 56 P
0 Fax (763) 295-4404
BUILDING PERMIT APPLICATION
Please Print - INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED.
SITE ADDRESS: 4J Ci 4, w" 5+V_LU+ N & ZONED
LEGAL: Lot _j Block Plat Ed morySd vl rz"A (Y
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
D scr* t* n of work:
Phone: 763-285-4790
E-Mail: shelly@jpbrooks.com
City: Maple Grove State: MN Zip: 55311
City:
City: Pierz
City: Champlin
Type of Construction
Single Family
Duplex
Cl Multi -Family
Commercial
Industrial
Other
Phone:
State: Zip:
Phone: 763-717-8757
State: MN Zip: 56364
Phone: 612-802-6525
State: MN Zip: 55316
BuildinLy Information
Use of building J V rj Lyl %
of stories :7S lo-VQ
Floor area sq. ft. 2 82 Estimated value 2 )
4—
r
of construction $_ 2 3 7 3 0Qy
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.
1-Y, 31
SEE BACK FOR PLUMBING
AND MECHANICAL INFO.
Applicant Si ature Applic tion Date
APPLICANT: Please show. fixtures that are applicable.
Fire Suppression : (if applicable) Plumbink: (if applicable) Mechanical: (if applicable)
No. Fixture Tvpe No. Fixture Tvue No. Fixture Tvve
Sprinkler Heads U `A Water Closet (toilet) Furnace
Other /Special FS Device L Bathtub 1 Gas Meter
S 5 Lavatory (wash basin) I 1 Range Hood
shower Gas Range
I Kitchen Sink Water Heater
1 Dishwasher 1 Air Conditioning
0 Laundry Tub 1 a Mech. Fireplace
I Clothes Washer Li tA Bathroom(s) Exhaust Fan
Fire Alarm: (if applicable) 1 l Water Heater I 1 Air Exchanger
p Urinal I Dryer
No. Fixture Tvpe O Drinking Fountain Gas Opening w/o Fixture
j I Floor Drain
of Devices Slop Sink
Other 1, Outside Faucet
7-0 TOTAL 1 2- TOTAL
FOR CITY USE ONLY i
Future Owner Information: Tree Ordinance Handout Yes No
Other Handouts Yes No
Name:
Address:
City: ADDITIONAL INFORMATION:
Valuation: 2 6 6, 's o 3_ y
State: Zip: Construction Type: V — r3
Occupancy Group: y RC — 1
Phone #: Division: Hove,, Aide, e-
Square Footage:
of Stories: 3 /ev lspi,7 •t C r wl-p='
of Residential Units: Oil
Maximum Occupancy: N ,, -
Fire Sprinklers: Yes U No
Off -Street Parking Covered:
Off -Street Parking Uncovered: 3
A
Building Official d-
BPT:
C I T Y C) F
Monticello 2025 Residential Building Permit Calculator
Address: 4510 861h St NE
Legal: Lot 6 Block 3 Edmonson Ridge
1 = Yes 0 = No Maplewood
New Residence: I House Type: 3 level plus crawlspace
1 = Yes 0 = No 1 = Yes 0 = No
Permit Applicant: Contractor: 1 Plan Review: I
11' Brooks Owner: 0 Master Plan: 0
Master Plan Review = 25% qtftilding Permit Fee)
I se Area June 2016 Valuation Factor TOTAL
Crawl Space 794 15.27 12,124.38
Unfinished Basement Area 100 16.50 1,650.00
Finished Basement Area 698 44.05 30,746.90
Main/First Floor Area 800 125.00 100,000.00
Second Floor Area
at.
784 115.00 90,160.00
Detached Garage 0 60.00
Attached Garage 640 47.33 30,291.20
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) 36 36.97 1,330.92
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 $ 266,303.40
1 = Yes 0 = No
Water Hook-up 1
Sanitary Sewer Hook-up 1
FEES:
BUILDING PERMIT - 1997 UBC FEE SCHEDULE PLUS 6% $
PLAN CHECK $
CONTRACTOR LICENSE VERIFICATION $
STATE SURCHARGE $
SUBTOTAL $
SEWER FEE [SAC] $
WATER FEE ]WAC] $
WATER / SEWER CONNECTION FEE $
SEWER/WATER EXCAVATION PERMIT FEE $
ASSESSMENT SEARCH $
UTILITY LOCATES $
5/8" WATER METER & SALES TAX $
SUBTOTAL $
TOTAL FEES CALCULATED $
Escrow Amount - (Winter Only)
2,044.69
1,329.05
5.00
133.15
3,511.89
4,833.00
2,153.00
130.00
130.00
60.00
50.00
510.03
7,866.03
11,377.92
TOTAL AMOUNT TO BE PAID TO CITY $ 119377.92
CITY OF This , .:gym,°-,-,.
Vaik. - y shall gey..
rhe JobZon4t0teFoy
BUILDING SAFETY -tsons
0000 0
RESIDENTIAL PLANS EXAMINING REPORT
505 Walnut Street, Suite 1 City Hall (763) 295-2711
MONTICELLO, MN 55362 Building Inspections (763) 295-3060
Date: 4/28/25
JP Brooks
4510 86th Street NE
Contractor: JP Brooks
13700 Reimer Drive
Maple Grove, MN 55311
Telephone: 763-285-4790
BASIC PROJECT DESCRIPTION:
Three Level Split
Elect Fireplace, Luxury Suite
Finished lower level
2282 Sq ft Finished
1 1 P&,UC
Bldg I Building, Mechanical & Plumbing
review Electrical
outside
of city
Bob Ferguson — Chief Building Official
Bob.Fer ugson(a MonticelloMN.got
Wayne Kalla — Inspector/ Plan Reviewer
Wayne.Kalla(a MonticelloMN.gov
Mark Gerber — Inspector / Plan Reviewer
Mark. Gerber(kMonticelloMN.got
Amy Biren — Building Permit Technician
buildingdepartnient(cc;:MonticelloMN.
Bill Husom — Electrical Inspector
Permits I Minnesota Department of Labor and lndustry
mn.cov )
910 — 181h St SE, Buffalo, MN 55313
CDD Land Use/Site Design/Landscaping Angela Schumann — Community Development Director
Angela.Schumann(ci Monti celloMN. 7 \
Bob Ferguson — Zoning Administrator
b.Fer us onticelloMN ,,ov
Engr/ Grading, Paving, Drainage & Matt Leonard- City Engineer
PW Utilities Matt.Leonard(MonticelloMN.izov
Ryan Melhouse — Project Engineer
Rvan.Melhouse(ct MonticelloMN.izov
Mario Frucci — Engineering Technician
Mario.Frucci(cLMonticelloMN.zov
Mat Stang - Water & Sewer Superintendent
Mat. Stan2(aMonticelloMN.2ov
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.
Page
This review is for Building Construction Permit review only. All other reviews will be conducted with
their respective permit applications. See note #1 below.
PLAN
NO. DEPT SHEET/
SPEC.
CODE
SECTION
COMMENTS
SECTION
1 bldg n/a general All job debris must be contained on -site and, in a dumpster, or covered, fenced area
note
bldg
2
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.
bldg
4
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
bldg
6
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
N 1101.8)
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
note
MR 1300 0 2023 National Electrical Code
0 2020 MN Plumbing Code
0 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.
13
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
hldg
27
28 bldg
29 bldg
30 bldg
31
bldg
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
a
PLAN
NO. DEPT SHEET/
SPEC.
SECTION
bldg
38
39 bldg
40 zoning
CODE
COMMENTSSECTION
2" 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 V 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 Posl
panel.
Mail" Address of the Dwelling or Dwelling Unit City
Name of Residential Contractor MN License Number
JP Brooks BC 686554
THERMAL ENVELOPE
0
ym
d
F
m
0
m
insulation Location
ca
2
m
Below Entire Slab NA
Foundation Wall R 15
Perimeter of Slab on Grade R-15
Rim Joist (1st Floor) R-30
Rim Joist (2nd Floor+) R-30
Wall R21
Ceiling, fiat R-48
Ceiling, vaulted R-4e
Bay Windows or cantilevered areas R-30
Floors over unconditioned area NA
Describe other insulated areas
Building envelope air tightness: 1
Windows & Doors
Average U-Factor (excludes skylights and one door) U: r6 0
Solar Heat Gain Coefficient (SHGC): j '))Z)
MECHANICAL SYSTEMS
Appliances Heating System
Fuel Type
Manufacturer
Model
Nat. Gas
Bryant
915SB042060E17
M`oritiaell0
APPROVED FILE COPY.:, .
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO FIELD INSPECTION
Data..
Signature:
0UUI --
logo here
RADON CONTROL SYSTEM
Type: Check All That Apply Fv—'l Passive (No Fan)
With fan and monometer
a:
Active
or other system monitoring device)
o N Location (or future location) of Fan:
c m m Q. m Attic
Q m` Co(a vm c
o
Z m cnc U o_
O
A
LL x
Lu w
0 0`
C
rn E B C
z t- LL
ca
U E it Other Please Describe Here
Poly Barrier
Exterior and Interior as dictated by code
interlorof Foundation Wag
Duct system airtightness: i NA
Heating or Cooling Ducts Outside Conditioned Spaces
Not applicable, all ducts located in conditioned space
R--value
N' `
Domestic Water
Heater
Nat. Gas
Richmond
P Capacity
Rating or size BTUs 60,000 in Gallons: 150
AFUE or
96.2 90EfficiencyHSPF°/,
Heating Loss Heating Gain
Residential Load CalcuIati ,
1 31 090
MECHANICAL VENTILATION SYSTEM
Make-up Air Select a Type
Cooling System
Not required per meth. code
Elect. Passive
Bryant powered
BA013NR0308NG
Interlocked with exhaust device.
Describe:
output
in Tons. 2.
Other, describe -
SEER { Location of duct or system:
EER 13
Cooling Load
a"1,558
Describe any additional or combined heating or cooling systems if installed: (e.g. two fumaces or air
source heat pump with gas back-up fumace):
Select Type
Heat Recover Ventilator (HRV) Capacity in cfms: Low: jHigh: Energy Recover Ventilator (ERV) Capacity in cfrns: (Low: f 90 High: 130
Balanced Ventilation capacity in cfms:
Location of fan(s), describe: I Bathrooms and Laundry
Capacity continuous ventilation rate in cfms: 90-130
Total ventilation (intermittent -r- continuous) rate in cfms: 1270
C:fm1s
round duct OR
metal duct
Combustion Air Select Type
i 1 Not required per meth. code
Passive
Other, describe:
Location of duct or system:
Mechanical Room
I Ows
s " round duct OR
metal duct
Builders Associaton of Minnesota version 101014
Recher HVAC
HVAC Load Calculations
for
4510 86th St
Prepared By:
Wednesday, March 26, 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
Auer Steel (Plymouth)
Plvmouth. MN 55441
Pro "ect Re ort
General Proiect Information
Project Title: Recher HVAC
Project Date: Wednesday, March 26, 2025
Client Name: 4510 86th St
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
Elite Software Development, Inc.
Recher HVAC
Paae 2
Outdoor Outdoor Outdoor Indoor Indoor Grains
Dry Bulb Wet Bulb ReI.Hum Rel.Hum Dry Bulb Difference
Winter: -15 -15 n/a n/a 72 n/a
Summer: 88 71 44% 50% 75 24
Check Figures
Total Building Supply CFM: 767
Square ft. of Room Area: 2,279
Volume (ft'): 14,461
Building Loads
Total Heating Required Including Ventilation Air:
Total Sensible Gain:
Total Latent Gain:
Total Cooling Required Including Ventilation Air:
CFM Per Square ft.: 0.336
Square ft. Per Ton: 1,269
37,080 Btuh 37.080 MBH
18,239 Btuh 85 %
3,319 Btuh 15 %
21,558 Btuh 1.80 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.
auerfiles\FILES\Hydronics\Load Calcs\Load Calcs (Program)\-UNTTLO.rh9 Wednesday, March 26, 2025, 12:55 PM
Rhvac - Residential & Light Commercial HVAC Loads
Auer Steel (Plymouth)
Plvmouth. MN 55441
Miscellaneous Report
System 1 House
Input Data
Winter:
Summer:
Duct Sizing Inputs
Calculate:
Use Schedule:
Roughness Factor:
Pressure Drop:
Minimum Velocity:
Maximum Velocity:
Minimum Height:
Maximum Height:
Outside Air Data
Infiltration Specified:
Infiltration Actual:
Above Grade Volume
Total Building Infiltration:
Total Building Ventilation:
Main
Yes
Yes
0.00300
0.1000 in.wg./100 ft
0 ft./min
900 ft./min
0 in.
0 in.
Elite Software Development, Inc.
Recher HVAC
Pape 3
Outdoor Outdoor Outdoor Indoor Indoor Grains
Drv_ Bulb Wet Bulb Rel.Hum Rel.Hum Drv_ Bulb Difference
15 15 100% n/a 72 n/a
88 71 44% 50% 75 23.51
Runouts
Yes
Yes
0.01000
0.1000 in.wg./100 ft.
0 ft./min
750 ft./min
0 in.
0 in.
Winter
0.110 AC/hr
27 CFM
0.110 AC/hr
X 14.461 Cu.ft.
1,591
X 0.0167
Cu.ft./hr
27 CFM
135 CFM
Summer
0.060 AC/h r
14 CFM
0.060 AC/hr
X 14.461 Cu.ft.
868 Cu.ft./hr
X 0.0167
14 CFM
135 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: 0.110 AC/hr (27 CFM), Construction: Tight
Summer Infiltration Specified: 0.060 AC/hr (14 CFM), Construction: Tight
auerfiles\FILES\Hydronics\Load Calcs\Load Calcs (Program)\-UNTTLO.rh9 Wednesday, March 26, 2025, 12:55 PM
Rhvac - Residential & Light Commercial HVAC Loads
Auer Steel (Plymouth)
Elite Software Development, Inc.
Recher HVAC
Plymouth, MN 55441 Pa e 4
Load Preview Report
Net ft.' Sen La t Net: Sen
S s
9 Cls9 Act Duct
Scope Ton /Ton Area Gain Gain Gain Loss CFM CFM CFM Size
Building 1.80 1,269 2,279 18,239 3,319 21,558 37,080 329 767 767
Svstem 1 1.80 1,269 2,279 18,239 3,319 21,558 37,080 329 767 767 10x1
Ventilation 1,873 2,094 3,967 12,535
Zone 1 2,279 16,366 1,225 17,591 24,545 329 767 767 10x1
1-Lower Level 698 3,505 232 3,737 8,511 114 164 164 2-
2-Main Level 798 6,956 102 7,058 8,637 116 326 326 3-
3-Upper Level 784 5,906 891 6,797 7,397 99 277 277 3—
auerfiles\FILES\Hydronics\Load Calcs\Load Calcs (Program)\—UNTTLO.rh9 Wednesday, March 26, 2025, 12:55 PM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Auer Steel (Plymouth) Recher HVAC
Plvmouth. MN 55441 PaQe_5
Duct Size Preview
Room or
Source
Minimurr Maximum Rough! Design sP Duct Duct Htg Clg Act. Duct
Duct Name Velocity Velocity Factor L/100 Loss: Velocity Length Flow_ ` .Flow_ .Flow, Size
Svstem 1
Supply Runouts
Zone 1
1-Lower Level Built -In 0
2-Main Level Built -In 0
3-Urmer Level Built -In 0
Other Ducts in System 1
Supply Main Trunk Built -In 0
System 1
Heatina Flow: 329
Coolina Flow: 767
750 0.01
750 0.01
750 0.01
900 0.003
Summarv.—
0.1 418.2 114= 164 2--6
0.1 406.4 116= 326 3--7
0.1 469.7 99 ® 277 3--6
0.1 736.1 329 _ 767 10x1 E
auerfiles\FILES\Hydronics\Load Calcs\Load Calcs (Program)\-UNTTLO.rh9 Wednesday, March 26, 2025, 12:55 PM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Auer Steel (Plymouth) Recher HVAC
Plvmouth. MN 55441 Paae 6
Total Buildinq Summary Loads
Component Area Sen Lat Sen Total
Description Quan Loss Gain Gain Gain
Vector: Glazinq-Vector Winows , U-value 0.29, SHGC 222 5,600 0 6,161 6,161
0.31
15BO-10sf-8: Wall -Basement, , R-10 board insulation to 816 3,549 0 0 0
floor, no interior finish, 8' floor depth, U-value 0.05
15BO-10sf-4: Wall -Basement, , R-10 board insulation to 232 1,090 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 1404 7,940 0 1,214 1,214
cavity, no board insulation, siding finish, wood studs,
U-value 0.065
16B-50: Roof/Ceiling-Under Attic with Insulation on Attic 1581.5 2,752 0 1,519 1,519
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, 2 697.5 1,153 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: 22,084 0 8,894 8,894
People: 5 1,000 1,150 2,150
Equipment: 0 3,600 3,600
Lighting: 0 0 0
Ductwork: 0 0 0 0
Infiltration: Winter CFM: 27, Summer CFM: 14 2,461 225 201 426
Ventilation: Winter CFM: 135, Summer CFM: 135 12,535 2,094 1,873 3,967
Exhaust: Winter CFM: 135, Summer CFM: 135
AED Excursion: 0 0_ 2,521_ 2,521
Total Building Load Totals: 37,080 3,319 18,239 21,558
Check Figures
Total Building Supply CFM: 767 CFM Per Square ft.: 0.336
Square ft. of Room Area: 2,279 Square ft. Per Ton: 1,269
Volume (ft'): 14,461
Building Loads
Total Heating Required Including Ventilation Air: 37,080 Btuh 37.080 MBH
Total Sensible Gain: 18,239 Btuh 85
Total Latent Gain: 3,319 Btuh 15
Total Cooling Required Including Ventilation Air: 21,558 Btuh 1.80 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.
auerfiles\FILES\Hydronics\Load Calcs\Load Calcs (Program)\-UNTTLO.rh9 Wednesday, March 26, 2025, 12:55 PM
Rhvac - Residential & Light Commercial HVAC Loads
Auer Steel (Plymouth)
Plvmouth. MN 55441
Buildinq Pie Chart
Floor 3%
Roof 7%
Wall 34%
Glass 29%
Roof 7%
Wall 6%
People 10%
Elite Software Development, Inc.
Recher HVAC
Paae 7
Ventilation 34%
Infiltration 7%
Glass 15%
AED Excursion 12%
Ventilation 18%
Infiltration 2%
Equipment 17%
auerfiles\FILES\Hydronics\Load Calcs\Load Calcs (Program)\-UNTTLO.rh9 Wednesday, March 26, 2025, 12:55 PM
F Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
teel (Plymouth) Recher HVAC
uth. MN 55441 Paae 8
Detailed Room Loads - Room 1 - Lower Level (Average Load Procedure)
General
Calculation Mode: Htg. & clg. Occurrences: 1
Room Length: 27.9 ft. System Number: 1
Room Width: 25.0 ft. Zone Number: 1
Area: 697.5 sq.ft. Supply Air: 164 CFM
Ceiling Height: 8.0 ft. Supply Air Changes: 1.8 AC/hr
Volume: 5,580 cu.ft. Req. Vent. Clg: 0 CFM
Number of Registers: 2 Actual Winter Vent.: 47 CFM
Runout Air: 82 CFM Percent of Supply.: 29
Runout Duct Size: 6 in. Actual Summer Vent.: 29 CFM
Runout Air Velocity: 418 ft./min. Percent of Supply: 18
Runout Air Velocity: 418 ft./min. Actual Winter Infil.: 4 CFM
Actual Loss: 0.110 in.wg./100 ft. Actual Summer Infil.: 2 CFM
Item Area U- Htg Sen Clg Lat Sen
Description Quantitv Value HTM Loss HTM Gain Gain
E -Wall-15BO-10sf-8 48 X 8 384 0.050 4.4 1,670 0.0 0 0
S -Wall-15BO-10sf-8 30 X 8 240 0.050 4.4 1,044 0.0 0 0
W -Wall-15BO-10sf-8 24 X 8 192 0.050 4.4 835 0.0 0 0
W -Wall-15BO-10sf-4 24 X 4 96 0.054 4.7 451 0.0 0 0
W -Wall-12F-Osw 24 X 4 60 0.065 5.7 339 0.9 0 52
N -Wall-15BO-10sf-4 34 X 4 136 0.054 4.7 639 0.0 0 0
N -Wall-12F-Osw 34 X 4 118 0.065 5.7 667 0.9 0 102
W -GIs-Vector shgc-0.31 0%S (2) 36 0.290 25.2 908 32.7 0 1,178
N -GIs-Vector shgc-0.31 100%S 18 0.290 25.2 454 9.7 0 174
Floor-21 B-20 25 X 27.9 _ 697.5 0.019------- 1.7 1,153 0.0 _ _ 0 0
Subtotals for Structure: 8,160 0 1,506
Infil.: Win.: 3.8, Sum.: 2.1 232 1.513 351 0.125 32 29
AED Excursion: 540
People: 200 lat/per, 230 sen/per: 1 200 230
Equipment: 0 1,200
Room Totals: 8,511 232 3,505
auerfiles\FILES\Hydronics\Load Calcs\Load Calcs (Program)\--UNTTLO.rh9 Wednesday, March 26, 2025, 12:55 PM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Auer Steel (Plymouth) Recher HVAC
Plvmouth. MN 55441 Page 9
FDetailed Room Loads -Room 2 -Main Level (Average Load Procedure)
General
Calculation Mode: Htg. & clg. Occurrences: 1
Room Length: 27.5 ft. System Number: 1
Room Width: 29.0 ft. Zone Number: 1
Area: 797.5 sq.ft. Supply Air: 326 CFM
Ceiling Height: 9.0 ft. Supply Air Changes: 2.7 AC/hr
Volume: 7,178 cu.ft. Req. Vent. Clg: 0 CFM
Number of Registers: 3 Actual Winter Vent.: 48 CFM
Runout Air: 109 CFM Percent of Supply.: 15 %
Runout Duct Size: 7 in. Actual Summer Vent.: 57 CFM
Runout Air Velocity: 406 ft./min. Percent of Supply: 18 %
Runout Air Velocity: 406 ft./min. Actual Winter Infil.: 12 CFM
Actual Loss: 0.084 in.wg./100 ft. Actual Summer Infil.: 7 CFM
Item Area U- Htg Sen Clg Lat Sen
Description Quantity Value HTM Loss HTM Gain Gain
E -Wall-12F-Osw 24 X 9 204 0.065 5.7 1,154 0.9 0 176
S -Wall-12F-Osw 34 X 9 306 0.065 5.7 1,730 0.9 0 265
W -Wall-12F-Osw 24 X 9 128 0.065 5.7 724 0.9 0 111
E -GIs-Vector shgc-0.31 0%S 12 0.290 25.2 303 32.8 0 393
W -GIs-Vector shgc-0.31 0%S 42 0.290 25.2 1,060 32.7 0 1,375
W -GIs-Vector shgc-0.31 0%S (2) 26 0.290 25.2 656 32.8 0 852
W -GIs-Vector shgc-0.31 0%S 20 0.290 25.2 505 32.8 0 655
UP-Ceil-1613-50 27.5 X 29 797.5 0.020 1.7 1,388 1.0 0 766
Subtotals for Structure: 7,520 0 4,593
Infil.: Win.: 12.0, Sum.: 6.6 738 1.514 1,117 0.123 102 91
AED Excursion: 1,072
Equipment:__ 0 1_,200_
Room Totals: 8,637 102 6,956
auerfiles\FILES\Hydronics\Load Calcs\Load Calcs (Program)\-UNTTLO.rh9 Wednesday, March 26, 2025, 12:55 PM
fRhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Auer Steel (Plymouth) Recher HVAC
Plvmouth. MN 55441 Pap_ a 10
Detailed Room Loads -Room 3 -User Level Average Load Procedure_)
General
Calculation Mode: Htg. clg. Occurrences: 1
Room Length: 28.0 ft. System Number: 1
Room Width: 28.0 ft. Zone Number: 1
Area: 784.0 sq.ft. Supply Air: 277 CFM
Ceiling Height: 8.0 ft. Supply Air Changes: 2.6 AC/hr
Volume: 6,272 cu.ft. Req. Vent. Clg: 0 CFM
Number of Registers: 3 Actual Winter Vent.: 41 CFM
Runout Air: 92 CFM Percent of Supply.: 15 %
Runout Duct Size: 6 in. Actual Summer Vent.: 49 CFM
Runout Air Velocity: 470 ft./min. Percent of Supply: 18 %
Runout Air Velocity: 470 ft./min. Actual Winter Infil.: 11 CFM
Actual Loss: 0.138 in.wg./100 ft. Actual Summer Infil.: 6 CFM
Item Area U- Htg Sen Clg Lat Sen
Description Quantitv Value HTM Loss HTM Gain Gain
E -Wall-12F-Osw 24 X 8 192 0.065 5.7 1,086 0.9 0 166
W -Wall-12F-Osw 24 X 8 154 0.065 5.7 871 0.9 0 133
N -Wall-12F-Osw 34 X 8 242 0.065 5.7 1,369 0.9 0 209
W -GIs-Vector shgc-0.31 0%S (2) 30 0.290 25.2 756 32.7 0 982
W -GIs-Vector shgc-0.31 0%S 8 0.290 25.2 202 32.8 0 262
N -GIs-Vector shgc-0.31 100%S (2) 30 0.290 25.2 756 9.7 0 290
UP-Ceil-1613-50 28 X 28 784 0.020 1.7 1,364 1.0 0 753
Subtotals for Structure: 6,404 0 2,795
Infil.: Win.: 10.7, Sum.: 5.8 656 1.514 993 0.123 91 81
AED Excursion: 910
People: 200 lat/per, 230 sen/per: 4 800 920
Equipment: 0 1,200
Room Totals: 7,397 891 5,906
auerfiles\FILES\Hydronics\Load Calcs\Load Calcs (Program)\-UNTTLO.rh9 Wednesday, March 26, 2025, 12:55 PM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Auer Steel (Plymouth) Recher HVAC
Plymouth, MN 55441_ Page 11
I System 1 Room Load Summary
Htg Min Run Run Clg
Room Area Sens Htg Duct Duct Sens
No Name SF Btuh CFM Size Vel Btuh
Zone 1---
1 Lower Level 698 8,511 114 2-6 418 3,505
2 Main Level 798 8,637 116 3-7 406 6,956
3 Upper Level 784 7,397 99 3-6 470 5,906
Ventilation 12,535 1,873
System 1 total 2,279 37,080 329 18,239
C%ictom 1 NAoin Tri ml, Ci-7o•
r vwva..n i u11vILV. 101 I G
vn 1 in
Velocity: 736
ft./
min Loss per 100
ft.: 0.094 in.wg Cooling S stem
Summar Cooling Sensible/Latent
Sensible Tons Split _ Btuh
Net Required: 1.
80 85% / 15% 18,239 Equipment Data Type:
Model: Indoor
Model:
Brand:
Efficiency, Sound:
Capacity:
Sensible
Capacity:
Latent
Capacity: Heating
System Natural
Gas Furnace
0 AFUE 0
0 Btuh
n/
a n/
a Clg
Min Act
Lat Clg Sys
Btuh CFM CFM
232 164 164
102 326 326
891 277 277
2,094 3,
319 767
767 Latent Total Btuh _
Btuh 3,
319 21,
558 Cooling System Standard
Air Conditioner
0 SEER 0
0 Btuh
0
Btuh 0
Btuh auerfiles\
FILES\Hydronics\
Load Calcs\Load Calcs (Program)\-UNTTLO.rh9 Wednesday, March 26, 2025, 12:55 PM
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COPYRIGHT NOTICE K
THIS ARCHITECTURAL PLAN SET AND THE DESIGN ELEMENTS REPRESENTED ON
rn EACH INDIVIDUAL PAGE INCLUDING BUT NOT LIMITED TO; FLOOR PLAN AND M C
ELEVATION DESIGN, DETAILS, INFORMATION, AND CONCEPTS IS PROPRIETARY rn CO r'
AND DEVELOPED FOR THE EXCLUSIVE USE OF JP BROOKS INC. rn m
rn CUSEAND/OR REPRODUCTION OF ANY PORTION OF THIS PLAN SET IN ANY r-
FORM IS STRICTLY PROHIBITED WITHOUT EXPRESSED WRITTEN PERMISSION OF JP W rn m
rBROOKS. VIOLATION WILL BE SUBJECT TO ALL APPLICABLE COPYRIGHT LAWS. 0 0 Z
I_ Cn Z < m
nrn rnm mo BUILDINGCODEANDDESIGNDISCLAIMERoTHE
HOME PLAN REPRESENTED IN THIS PLAN SET HAS BEEN DESIGN TO COMPLY O cn OO• 0
WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) AND THE 2020 1 C a INTERNATIONAL
ENERGY CONSERVATION CODE (IECC). THE DESIGN OF THIS cn M 0HOME
PLAN IS DRAWN AS ACCURATELY AS POSSIBLE, HOWEVER, FINAL cn W
CONSTRUCTION
MAY DIFFER SLIGHTLY FROM PLANS DUE TO STRUCTURAL O ADJUSTMENTS,
FIELD CONDITIONS, OR OTHER DESIGN CONSIDERATIONS.
o'W>,+i3*.w Y.4 {. ate:; , .:
HEET INC.-)E
3
4EET 5 4EE -7 TITLE
00 TITLE 54 4EET
00 T*'FICAL FF,4„1ING DEVILS
01 ELEvATION5 4 FOOF FLAN
02 LOWEfR FLOOfR FLAN
03 1"1r4IN FLOOF FLAN
04 ELECTiRiC,4L FLAN5
O5 INTEfRiOfR ELEV,4TIONS/C,481NET5
0& BUILDING 5ECTION5
0-1 BUILDING SECTIONS
CAN GENE fR4L NOTE 5
DI T1'FICAL WALL SECTIONS
D2 TT'FIC,4L DETAILS
p3 TT-f=IC,4L DETAIL5
v
F- Z
O Ow
I--
14.0 ZnJ
O 00 Q W
0 0
7w
2
N
DRAWING RECORD
REVIEW SET 03.1 1.2025
PERMIT SET 04.01.2025
SQUARE FOOTAGE
MAIN FLOOR FINISHED 800
UPPER FLOOR FINISHED 784
LOWER FLOOR FINISHED 698
4th FLOOR (CRAWL SPACE) XX
TOTAL FINISHED 2282
FOUNDATION (BOTH LEVELS) 1584
OVERALL SQUARE FEET 3161
GARAGE 640
TITLE SHEET
XLI
4510 86th Street NE
CITY OF Lot 6 Block 3 - Edmonson Ridge
Montice a
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.
Proposed building elevations of lot corners.
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
I natural or man-made) indicated with drainage arrows and percentage of slope.
Label all adjacent street and railroad right-of-way.
Erosion control Must be installed prior to starting construction and maintained to be compliant with
i
ity requirements and project SWPPP. Follow City Standard Detail Plate 6006.
Proposed driveway location. width at lot line, % of slope.
i
Show proposed porches, cantilevers, bay windows, and decks (if being constructed).
N/A I 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 buildinq footprint (natural drainage or piped to
curb). Show any Drain Tile installed in the yard. 0 'Show sump pump location or) final as-uuill
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.
SETBACKS HOUSE TYPE
25' Front Three Level Split Lookout
7' Side "The Maplewood"
30' Rear ZONING
20' Side Street p,U.D.
OR/VEWAY AREA TO STREET.
963% S.F.
Full Yard - 5,307% SF.
30' Behind House - 4,460Y S.F.
Total lot Area - 7,780Y- S.F.
House Area = 2,260% S.F.
DrivewaylWa/k Area - 781 S.F.
Total Impervious Area = 3,04114 S.F. (39.IX)
LEGEND:
Denotes found iron monument \
Denotes set hub
Denotes set lath
x 976.4 Denotes existing ground elevation n r
E942.3 Denotes proposed elevation
0- - Denotes proposed drainage flow
Denotes catch basin y
Denotes water service 1
Denotes electric service
Denotes sanitary service I J <
Denotes sanitary manhole I nHDenoteswatervalve \
Denotes power pole
T Denotes telephone pedestal rn i
Denotes cable television box g t
Denotes hydrant
4 N nn
LS 44110 Denotes Peter D. Goers, LS i u
h
Denotes bituminous surface Q
I a
I- - - - - - Denotes easement
V
Denotes minor contour
Denotes sanitary sewer
Denotes waterline
SBL - Denotes building setback line I V -
Drainage and Utility Easements ore
shown thus:
I L 6
12
6
12 /1 /
V
I60
N. T. S. I P/0: 155-264-004100 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 plat, unless otherwise shown. Certificate
of Survey JP
Brooks Builders 1-
6, B3, EDMONSON RIDGE Wright
County, Minnesota ELEV
PER GRADING PLAN Plans
by Alliont. OFFSETS
OS11 =
965.64 (BM) Garage
Floor Elev - 967.3 OS12 = 965.70 Lowest
Floor Elevation - 960.3 OS13 = 965.78 Rear
Elevation = 967.3 OS14 965.76 RAM -
Rambler REFERENCE
BENCHMARK: Rim
of sanitary manhole on 86th St. PROJECT
BENCHMARK. Top
of hub w/tock at NW'ly building N£
near West plot boundary. comer offset Elevation -
957.15 feet (Plot Datum) Elevation = 965.64 feet (Plat Datum) PROPOSED
HOUSE ELEVA TONS Top
of House Foundation Elev = 967.5 Top
of Garage Foundation Elev = 967.0 Garage
Floor E/ev = 966.7 Lowest
Floor Elev = 963.8 Cedifica
te of Survey for
JP
Brooks Builders Lot
6, Block 3, EDMONSON RIDGE City
of Monticello, Wright County, Minnesota Ad*"&
4610 86TH STREET ACE Mon"lo, MN 56362 I
PROPOSED DING SURVEY Approved
Date 5/9/2025 Hous
g %
965 7 House
966.
2 7 X 9ss? / r -
r e i N • i ! P/D. 155-264/-003070 3 0'f?
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P/D: 155-264-003060 g e e _ - - y w { ` 14.0 6A.
o4
l Proposeo oo ProposedArea: 7,780% S.F. U a U l = v W Y-9 Driveway
NLJ Garage (0.18X Ac.) -
5X IR l 6.9% Proposed -
d 4 M
I
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1
C House 9 o 1 g0t A f /
21200g64.
1J
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964.9 54.00
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43.7 i1L SBL----
R 6a1 6 50
o 66.5 - - - - - ------ _ f- 56.
DO / 9
6 9 2X g6ffVI 25.33 5. D n 6- - o
S 44 y0 a,% . 44M1M
A5• 965' 43 67
964' 9 5 gr 4
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W I / ,/4502
i r .:
965 2 I
w
PID. 155-264-003050 / / / /
0 20' SCALE: 1" =
20' BOGART,
PEDERSON ASSOCIATES, INC.
LAND SURVEYING
CIVIL ENGINEERING
MAPPING 13076
FIRST STREET,
BECKER,
MN 55308-9322 TEL: 763-262-8822
FAX: 763-262-8844 I hereby certify that
this survey, plan, or report was prepared by
me or under my my direct supervision, and
that I am a duly Licensed Land Surveyor
under the lows of the State
of Minnesota. Signed: 6"Ip Craig
A.
Wensmann Date:
4/ 10 25
Reg. No. 47466 DATE: 4/3/25
REV DATENO. DESIGN BY:
DRAWN
BY:
ZH CHECKED
BY:CAW/RT
DWG FILE: L6 B3
HS FILE NO.: 22-0259,
21 DESCRIPTION