2025-01217CITY OF MONTICELLO
505 WALNUT STREET
MONTICELLO, MN.55362-
763) 295-3060 FAX: (763) 295-4404
ADDRESS 4383 86TH ST NE
PIN 155264004190
LEGAL DESC EDMONSON RIDGE
LOT 019 BLOCK 004
PERMIT TYPE BUILDING
PROPERTY TYPE SINGLE FAMILY -DETACHED
CONSTRUCTION TYPE NEW CONSTRUCTION
VALUATION : $ 266,164.02
NOTE: NEW CONSTRUCTION SINGLE FAMILY HOME:
698 SQ FT FINISHED BASEMENT
86 SQ FT UNFINISHED BASEMENT
800 SQ FT CRAWL SPACE
800 SQ FT FINISHED MAIN FLOOR
784 SQ FT SECOND FLOOR
36 SQ FT OPEN PORCH
640 SQ FT GARAGE
FIREPLACE: NO
A/C: YES
MECHANICAL: 12
PLUMBING: 19
WATER METER I (MAIN)
WAC UNITS
APPLICANT
JP BROOKS HOMES
13700 REIMER DRIVE
SUITE 100
MAPLE GROVE, MN 55311-
763) 999-7153
OWNER
LSW INVESTMENTS LLC
4065 CHELSEA RD W
MONTICELLO, MN 55362-
AGREEMENT AND SWORN STATEMENT
1.00 SAC UNITS
1.00
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 l
Date A A-r,
Bldg Official Date
2 0 2 S- 0 1 2 1 7
DATE ISSUED: 08/19/2025
Permit #: 2025-01217
BUILDING PERMIT FEE
PLAN REVIEW
STATE SURCHARGE, BLDG VAL
SAC FEE 30%
SAC FEE 70%
WATER ACCESS CHARGE, RESI
COMB CONNECTION FEE / RESI
SEWER / WATER EXCAVATION PERMIT
CONTRACTOR LICENSE VERIFICATION FEE
ASSESSMENT SEARCH FEE
UTILITY LOCATE FEE, RESI
WATER METER I (MAIN)
MN STATE SALES TAX (MTR 1)
TOTAL
Payment(s)
CHECK 23728
1.00
2,045.36
1,329.48
133.08
1,449.90
3,383.10
2,153.00
130.00
130.00
5.00
60.00
50.00
475.00
37.41
11,381.33
11,381.33
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
CITY OF
l Monticeflo
BUILDING SAFETY
505 WALNUT STREET, SUITE 1 M(
City Hall (763) 295-2711 1
J U L_ 2 ` 2025
L:
i
NTICELLO, MN 55362
3uilding1ns-pZettM%'—M3j I"
PERMIT It QJ 04
3060 Fax (763) 295-4404
BUILDING PERMIT APPLICATION
Please Print - INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED.
SITE ADDRESS: /V F ZONED
LEGAL: Lot 19 Block Plat_ aAe wvi on (L 1 A5c
Property Owner Name: JP Brooks Builders
Address: 13700 Reimer Drive
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
Tvpe of Work
EQ New
Addition
Alteration
Repair
Move
Other
Description of work:
Phone: 763-285-4790
City: Monticello State: MN Zip: 55311
Phone: 763-285-4790
E-Mail: shelly@jpbrooks.com
City: Maple Grove State: MN Zip: 55311
City:
City: Pierz
City: Champlin
Twe of Construction
N3 Single Family
O Duplex
Q Multi -Family
Commercial
Industrial
Other
Phone:
State: Zip:
Phone: 763-717-8757
State: MN Zip: 56364
Phone: 612-802-6525
State: MN Zip: 55316
Building Information
Use of building al t e
of stories k 1 &a / uu T
Floor area sq. ft. I j_ 5 g-.;.;.r.r.P /f Vex,
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. --,
1-7
r OR PLUMBING
V-Wtv..4 n ' / AND MECHANICAL INFO.
Applicant Signature Application Date
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 Tvve
of Devices
Other
Name:
Address:
No. Fixture Tvve
I TOTAL
Water Closet (toilet)
Bathtub
J ivatory (wash basin)
TZ. Shower
Kitchen Sink
Dishwasher
b Laundry Tub
Clothes Washer
Water Heater
T
f ; Urinal
Drinking Fountain
Floor Drain
Slop Sink
Outside Faucet
Future Owner Information:
No. Fixture Tvve
Furnace
Gas Meter
Range Hood
Gas Range
Water Heater
Air Conditioning
Mech. Fireplace — E k-c ,j ; c-
T
Bathroom(s) Exhaust Fan
i Air Exchanger
Dryer
Gas Opening w/o Fixture
II TOTAL
FOR CITY USE ONLY
Tree Ordinance Handout Yes No
Other Handouts Yes No
City: ADDITIONAL INFORMATION: IValuation: 16 6) i &t - 0 2
State: Zip: Construction Type: V iS
Occupancy Group:
Phone #: Division: --kU+»lh ,-, R,,d.i L
Square Footage: _!,
of Stories: :,Pt,'-r J Lo ekav - of
Residential Units: - o ti e— Maximum
Occupancy: IV /4- Fire
Sprinklers: Yes wNo Off -
Street Parking Covered: Off -
Street Parking Uncovered: Building
Official / 7 BPT: / /
Address:
rn
1 Builder: JF
Two sets Building Plans
XTwo sets Surveys
Survey sent to Engineering for review:
Energy Calcs
Digital Plans: 1
Plan Review letter generated
V Review completed by Building Department
t/ Permit fees calculated
Plan R iew Checklist
Plan Review Letter:
Date Address
Survey approved by Engineering:
HVAC Loads
V Correct percentage of Brick & Stone
Received by Building Department:
w Applicant contacted: 'l`"5 t ir_
House size and finishing details
ECC verified Contact applicant for revisions or questions:
V HVAC Loss Calcs verified What:
V ootings and pads highlighted Who:
P int loads Date Contacted:
Any balloon framed walls and stud spacing? Due Date for Revisions:
Special stairway framing
V Details on braced walls Please provide the necessary information by this date:
Blocking on floor framing If not received by that date, the
Bearing wall blocking and bracing
application will be removed from the review process
and will be treated as a new permit when the
v//",- ,,Verify any tempered glass information is provided. The review timeframe will
V V cation report completed start over at that time.
Valuation and size entered on front page of application
V Note finished or unfinished basement on front of application
Second page of application:
Verify fixtures match plan: plumbing, mechanical, alarms
Compete "Additional Information" section
Approved COS survey received from Engineering
Plan Reviewer's Initials:
Monticello 2025 Residential Building Permit Calculator
Address: 4383 86th Street NE Monticello, MN 55362
Legal: Lot 19 Block 4 Edmonson Ridge Monticello, MN 55362
1 = Yes 0 = No
Ne-*i, Residence: I House Type: 4 Level split, Lookout, Crawlspace
1 = Yes 0 = No 1 = Yes 0 = No
Permit Applicant: Contractor: 1 Plan Review: I
Owner: 0 Master Plan: 0
Master Plan Review = 25% ofBuildinQ Permit Fee)
Crawl Space 800 15.27 12,216.00
Unfinished Basement Area 86 16.50 1,419.00
Finished Basement Area 698 44.05 30,746.90
Main/First Floor Area 800 125.00 100,000.00
Second Floor Area 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 $ 266,164.02
1 =Yes O=No
Water Hook-up 1
Sanitary Sewer Hook-up I
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
133.08
3,511.82
4,833.00
2,153.00
130.00
130.00
60.00
50.00
510.03
7,866.03
11,377.85
TOTAL AMOUNT TO BE PAID TO CITY $ 115377.85
CITY OF
1 A&, iceflo
BUILDING SAFETY
RESIDENTIAL PLANS EXAMINING REPORT
505 Walnut Street, Suite 1
MONTICELLO, MN 55362
Date: 8/15/25
Contractor:
City Hall (763) 295-2711
Building Inspections (763) 295-3060
JP Brooks
4383 86th Street NE
JP Brooks
13700 Reimer Drive
Maple Grove, MN 55311
Telephone: 763-285-4790
BASIC PROJECT DESCRIPTION.
41eve1 Split, Lookout Finished
lower level 2,282
Sq ft Finished 1 1
Page
Bldg Building, Mechanical &Plumbing Bob Ferguson — Chief Building Official 763) 271-3214
Bob. Ferg u Lc;MonticelloMN.to\
Wayne Kalla — Inspector/ Plan Reviewer 763) 314 -0908
Wayne. Kai la(tc,MonticelloMN.gov
Mark Gerber — Inspector / Plan Reviewer
Mark.Gerber(ca.MonticelloMN.goN 763) 271-3222
Steve Kowalczyk — Inspector / Plan Reviewer 763) 271-3253
Steve. KowalczykLa MonticelloMN.gov Amy
Biren — Building Permit Technician 763) 295-3060 buiiditigdepartment(
n,MonticelloMN.g review
Electrical Bill Husom — Electrical Inspector (612) 528-2362 outside
Office Hrs: 7-8:30am of
city 443 Lafayette Road North, St. Paul, MN 55155 Permits
I Minnesota Department of Labor and Industry nm.
uov ) CDD
Land Use/Site Design/Landscaping Angela Schumann — Community Development Director 763) 271-3224 1i
cla.Schumann cc MonticelloMN.goti Bob
Ferguson — Zoning Administrator 763) 271-3214 Bob,
Fery uson a ov Engr/
Grading, Paving, Drainage & Matt Leonard- City Engineer (763)-271-3271 PW
Utilities Matt. Leonard(c—u,,MonticelloMN.P-ov Ryan
Melhouse — Project Engineer (763) 271-3227 Rvan.
Melhouse(LMonticelloMN.Rov Mario
Frucci — Engineering Technician Mario.
Frucci(a—,MonticelloMN.jzov (763) 271-3213 Mat
Stang - Water & Sewer Superintendent (763) 271-3274 Mat.
Stanv,(&,MonticelloMN. 2ov 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 2
1 Page
the Building Plans and Specifications.
This review is for Buildine Construction Permit review onlv. 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
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. The 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
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 2023 National Electrical Code
0 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. I
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 for
note 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 fences are required. Maintain erosion controls until landscaping is completed.
3 1 Page
PLAN
NO. DEPT SHEET/
SPEC.
SECTION
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
CODE
COMMENTS
SECTION
bldg 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.
bldg
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".
bldg WARNING: Call Before You Dig! Gopher State One Call 651-454-0002
bldg. Blower Door Test Required: Prior to final Inspection —Air Leakage Rate Must Not
Exceed 3 Air Exchanges Per Hour.
bldg Flash between House and Stoop.
bldg R319.1 Install House Numbers: 4" minimum, visible from street.
bldg Fireplaces: Must be inspected prior to wall enclosure or when smoke chamber /
damper areas are exposed.
bldg Solid Block Between Wall Studs at Vaulted Truss Bottom Chord.
bldg
R302.11 Fire blocking Required: Cut off concealed draft openings between stories and attic.
Close horizontal to vertical penetrations.
bldg
R301.1 Carry Concentrated loads to foundation — Concentrated loads must be solidly
blocked and carried continuously to foundation.
bldg Slope garage floor to Overhead door or to floor drain. (no trap / dry pan drains to
daylight; schedule 40 pipe required).
bl fT R402.4.1.1 Hardboard Backer Required behind tub / shower.
bl h Seal and Secure Sump Pump Basket Cover.
bl`fr R506.2.3 Vapor Retarder: Required Under Floor Slab (Exception unheated spaces).
hl l
R405.2.3 Drain 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.
bldg R1303.2402 Provide power receptacle & switched light in attic or other unconditioned space for
Subpart 6 future active radon ventilation system.
bldg 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.
bldg R 402.1.1.3 Poly Slip Sheet Required over non -draining insulation.
bldg
R802.11 Install truss clips at each truss and girder end unless otherwise specified by the truss
manufacturer.
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
bldg
R703.2 Install weather barrier / House Wrap: Cover all exterior wall sheathing (exception:
Detached Accessory Buildings)
4 1 Page
PLAN
NO. DEPT SHEET/ CODE
COMMENTS
SPEC. SECTION
SECTION
Bldg '/2" Anchor Bolts or Manufactured Foundation Straps Must: Engage 2°d course of
38 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: Shall have a rigid, opaque,
and weather -resistant covering to prevent degradation of the insulation's thermal
39 bldg 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:
40 zoning 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 dlstribut on
Date Certificate Post
panel- PIaee your
Mailing Address of the D elfin or Dwelling Unit
0 ;trQ'e- N,141 (el 10 Toga here
U 3 l1
Name of Residential Contractor
Brooks'
MN License NumberMN
BC 686554
THERMAL ENVELOPE RADON CONTROL SYSTEM
Type: Check All That Apply FV] Passive (No Fan)
Active (Wirth fan and monometer
o
co
or other system monitoring device)
a vocation (or future location) of Fan: tT m
Attic72 _0
ca U C CL
o a 9 `
o U o -o E
a) CLM -2 m
cr) C 2 U
Insulation Location
CU
j 2 z U Qt1u` x
m o a, u,
0
a m o n o co 'a rn
1 c z 11- u LL u. it it Other Please Descn-be Here
Below Entire Slab NA Poly Barrier
Foundation Wall R-15 Exterior and interior as dictated by code
Perimeter of Slab on Grade R-15 interior of Foundation watt
Rim Joist (1st Floor) R-30
Rim Joist (2nd Floor-) R-30
I Wall R21
Ceiling, flat R-48
Ceiling, vaulted R-48
Bay Windows or cantilevered areas R-30
Floors over unconditioned area NA
Describe other insulated areas
Building envelope airtightness: I IDuct system airtightness: NA
windows & Doors Heating or Cooling Ducts outside Conditioned Spaces
Average U-Factor (excludes skylights and one door) U: 128 ] Not applicable, all ducts located in conditioned space
Solar Heat Gain Coefficient (SHGG): 128 LL~Qil1J R value 3 -:
MECHANICAL SYST5-MS i Make-up Air Select Type
Appliances Heating System
ff
Domestic Water '
Goofing System
Heater Not required per mech. code
Gas Nat_ Gas Elect. F-1passiveFuelTypeNat. Bryant
Richmond Bryant powered ManufacturerInterlocked
with exhaust device. 9
I5SB042060E17 I BA013NR030BNG I Describe - ModelInput
in BTUs:
60,000 Capacity
Output linGallons-150 in Tons: 2.5 Other,
describe: Rating
or Size AFUE
or l IHSPF% 96190 SEER
f.213Location
of duct orsystem: Efficiency
EER
Heating
Loss Heating Gain Coaling Load Residential
Load CaleuIath 3
rNc3 1,4 Cfmis round
duct OR MECHANICAL
VENTILATION SYSTEM metal duct Describe
any additional or combined heating or cooling systems if installed: (e.g. two fumaces or air I Combustion Air Selecta Type Not
required per mech. code sourceheatpumpwithgasback-up furnace): itselect
Ty.PeHeat
Recover Ventilator (HRV) Capacity in dims: Low: High: Passive
Other,
describe_ gI
Energy Recover Ventilator (ERV) Capacity in efms: ILow: ISO IHigh: 130 Location of duct or system: I (
Balanced Ventilation capacity in cfms: 1 I Mechanical Room Location
offan (s), describe: I Bathrooms and Laundry Capacity continuous
ventilation rate in cfms: 90-130 I s " round duct OR Total ventilation (
intermittent+ continuous) rate in cfms: 1270 metal duct Builders Associaton
of Minnesota version 101014
Recher HVAC
HVAC Load Calculations
for
4383 86th St NE
Prepared By:
Friday, July 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.
thvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc
suer Steel (Plymouth) Recher HVA(
Ivmouth, MN 55441 - Page,'
Project Report
General Project Information
Project Title: Recher HVAC
Project Date: Friday, July 18, 2025
Client Name: 4383 86th St NE
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
Winter: -15 -15 n/a n/a 72 n/a
Summer: 88 71 44% 50% 75 24
Check Fi urges
Total Building Supply CFM: 784 CFM Per Square ft.: 0.329
Square ft. of Room Area: 2,383 Square ft. Per Ton: 1,321
Volume (ft3): 14,948
Building Loads
Total Heating Required Including Ventilation Air: 36,403 Btuh 36.403 MBH
Total Sensible Gain: 18,476 Btuh 85 %
Total Latent Gain: 3,171 Btuh 15 %
Total Cooling Required Including Ventilation Air: 21,647 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.
C:\...\Recher HVAC - 4383 86th St NE.rh9 Friday, July 18, 2025, 11:04 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Auer Steel (Plymouth) Recher HVAC
Plymouth. 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 Dry Bulb Difference
Winter: -15 15 100% n/a 72 n/a
Summer: 88 71 44% 50% 75 23.51
Duct Sizinq 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
Winter
Infiltration Specified: 0.110 AC/hr
Summer
0.060 AC/hr
27 CFM 15 CFM
Infiltration Actual: 0.110 AC/hr 0.060 AC/hr
Above Grade Volume: X 14.948 Cu.ft. X 14.948 Cu.ft.
1,644 Cu.ft./hr
0.0167
897 Cu.ft./hr
X
Total Building Infiltration: 27 CFM
X 0.0167
15 CFM
Total Building Ventilation: 125 CFM 125 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 (15 CFM), Construction: Tight
C:\ ...\Recher HVAC - 4383 86th St NE.rh9 Friday, July 18, 2025, 11:04 AM
Rhvac - Residential & Light Commercial HVAC Loads
Auer Steel (Plymouth)
Plymouth, MN 55441
Elite Software Development, Inc.
Recher HVAC
Page 44
Load Preview Report
Netj ft) j Sen Laq Ne Sen
Ht g CI g Ac Duc
Scope Tory Tors Area Gain Gain Gai Loss' 1 CFMj CFM Sid
CFMI
Buildinq 1.80 1,321 2,383 18,476 3,171 21,647 36,403 332 784 784
System 1 1.80 1,321 2,383 18,476 3,171 21,647 36,403 332 784 784 10x1 E
Ventilation 1,734 1,939 3,673 11,606
Zone 1 2,383 16,742 1,232 17,974 24,797 332 784 784 10x1;
1-Lower Level 798 3,469 233 3,702 7,611 102 162 162 2--
2-Main Level 801 7,456 109 7,565 9,931 133 349 349 4--
3-Upper Level 784 5,817 890 6,707 7,255 97 273 273 3--
C:\ ...\Recher HVAC - 4383 86th St NE.rh9 Friday, July 18, 2025, 11:04 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Auer Steel (Plymouth) Recher HVAC
Plvmouth. MN 55441 lk Page 5
Duct Size Preview
Room or Minimu Maximu Rough Desig S Duc Duc Ht CI Act. I Duct
Duct Name Source
VelocittF Velocit Facto U10 Lo Velocit Lengt
g g IowFloiA Flow Size
Svstem 1
Supply Runouts
Zone 1
1-Lower Level
2-Main Level
3-Upper Level
Other Ducts in System 1
Supply Main Trunk
Svstem 1
Heating Flow: 332
Coolina Flow: 784
Built -In 0 750 0.01 0.1 413.8 102V162 162 2--
Built-In 0 750 0.01 0.1 444.8 1330 349 349 4--
Built-In 0 750 0.01 0.1 462.6 970 273 273 3--
Built-In 0 900 0.003 0.1 753 332M 784 10x1
Summary
C:\ ...\Recher HVAC - 4383 86th St NE.rh9 Friday, July 18, 2025, 11:04 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Auer Steel (Plymouth) Recher HVAC
Plvmouth. MN 55441 Paqe 6
Total Building_ Summary_ Loads
Component Area Sen Lat Sen Total
Description Quan Loss Gain Gain Gain .
Vector: Glazing -Vector Window, U-value 0.29, SHGC 234 5,903 0 6,376 6,376
0.31
11 P: Door -Metal - Polyurethane Core, U-value 0.29 42 1,060 0 292 292
15BO-10sf-8: Wall -Basement, , R-10 board insulation to 240 1,044 0 0 0
floor, no interior finish, 8' floor depth, U-value 0.05
15BO-10sf-4: Wall -Basement, , R-10 board insulation to 536 2,518 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 1353 7,652 0 1,169 1,169
cavity, no board insulation, siding finish, wood studs,
U-value 0.065
16B-50: Roof/Ceiling-Under Attic with Insulation on Attic 1584.8 2,757 0 1,522 1,522
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, 2 798 1,319 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: 22,253 0 9,359 9,359
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: 15 2,544 232 207 439
Ventilation: Winter CFM: 125, Summer CFM: 125 11,606 1,939 1,734 3,673
Exhaust: Winter CFM: 125, Summer CFM: 125
AED Excursion: 0 0 2,426_ 2,426
Total Building Load Totals: 36,403 3,171 18,476 21,647
Check Figures
Total Building Supply CFM: 784 CFM Per Square ft.: 0.329
Square ft. of Room Area: 2,383 Square ft. Per Ton: 1,321
Volume (ft'): 14,948
Building Loads
Total Heating Required Including Ventilation Air: 36,403 Btuh 36.403 MBH
Total Sensible Gain: 18,476 Btuh 85
Total Latent Gain: 3,171 Btuh 15
Total Cooling Required Including Ventilation Air: 21,647 Btuh 1.80 Tons (Based On Sensible + Latent)
rNOtes - -._
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 - 4383 86th St NE.rh9 Friday, July 18, 2025, 11:04 AM
Rhvac - Residential & Light Commercial HVAC Loads
Auer Steel (Plymouth)
Plvmouth. MN 55441
Buildin_q Pie Chart
Floor 4%
Roof 8%
Wall 31%
Glass 29%
Roof 7%
Wall 5%
Door 1 %
People 10%
Elite Software Development, Inc.
Recher HVAC
Page 7
Ventilation 32%
Infiltration 7%
Door 3%
Glass 16%
AED Excursion 11 %
Ventilation 17%
Infiltration 2%
Equipment 1 I%
C:\ ...\Recher HVAC - 4383 86th St NE.rh9 Friday, July 18, 2025, 11:04 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Auer Steel (Plymouth) Recher HVAC
Plymouth. MN 55441 Paae 8
Detailed Room Loads - Room 1 - Lower Level (Average Load Procedure)
fteneral
Calculation Mode: Htg. & clg. Occurrences: 1
Room Length: 28.5 ft. System Number: 1
Room Width: 28.0 ft. Zone Number: 1
Area: 798.0 sq.ft. Supply Air: 162 CFM
Ceiling Height: 8.0 ft. Supply Air Changes: 1.5 AC/hr
Volume: 6,384 cu.ft. Req. Vent. Clg: 0 CFM
Number of Registers: 2 Actual Winter Vent.: 38 CFM
Runout Air: 81 CFM Percent of Supply.: 24 %
Runout Duct Size: 6 in. Actual Summer Vent.: 26 CFM
Runout Air Velocity: 414 ft./min. Percent of Supply: 16 %
Runout Air Velocity: 414 ft./min. Actual Winter Infil.: 4 CFM
Actual Loss: 0.107 in.wg./100 ft. Actual Summer Infil.: 2 CFM
Item Area U- Htg Sen Clg Lat Sen
I Description Quantitv Value HTM Loss HTM Gain Gai
E -Wall-15BO-1 Osf--8 30 X 8 240 0.050 4.4 1,044 0.0 0 0
E -Wall-15BO-1 Osf-4 18 X 4 72 0.054 4.7 338 0.0 0 0
S -Wall-15BO-1 Osf-4 34 X 4 136 0.054 4.7 639 0.0 0 0
W -Wall-15B0-1 Osf-4 24 X 4 96 0.054 4.7 451 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-1 5BO-1 Osf-4 34 X 4 136 0.054 4.7 639 0.0 0 0
N-WaIl-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 28 X 28.5 798 0.019 1.7 1,319 0.0______. 0 0
Subtotals for Structure: 7,249 0 1,506
Infil.: Win.: 3.9, Sum.: 2.1 232 1.560 362 0.129 33 30
AED Excursion: 503
People: 200 lat/per, 230 sen/per: 1 200 230
Equipment_ _ 0 1.200_
Room Totals: 7,611 233 3,469
C:\ ...\Recher HVAC - 4383 86th St NE.rh9 Friday, July 18, 2025, 11:04 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Auer Steel (Plymouth) Recher HVAC
Plvmouth. MN 55441 Page 9
Detailed Room Loads - Room 2 - Main Level (Average Load Procedure)
General
Calculation Mode: Htg. & clg. Occurrences: 1
Room Length: 28.6 ft. System Number: 1
Room Width: 28.0 ft. Zone Number: 1
Area: 800.8 sq.ft. Supply Air: 349 CFM
Ceiling Height: 9.0 ft. Supply Air Changes: 2.9 AC/hr
Volume: 7,207 cu.ft. Req. Vent. Clg: 0 CFM
Number of Registers: 4 Actual Winter Vent.: 50 CFM
Runout Air: 87 CFM Percent of Supply.: 14
Runout Duct Size: 6 in. Actual Summer Vent.: 56 CFM
Runout Air Velocity: 445 ft./min. Percent of Supply: 16
Runout Air Velocity: 445 ft./min. Actual Winter Infil.: 13 CFM
Actual Loss: 0.124 in.wg./100 ft. Actual Summer Infil.: 7 CFM
e Area U- Htg Sen Clg Lat Sen
Description . - Quantity Value HTM Loss HTM Gain Gain
E -Wall-12F-Osw 27 X 9 189 0.065 5.7 1,069 0.9 0 163
S -Wall-12F-Osw 34 X 9 294 0.065 5.7 1,663 0.9 0 254
W -Wall-12F-Osw 24 X 9 128 0.065 5.7 724 0.9 0 111
E-Door-11 P 3 X 7 21 0.290 25.2 530 7.0 0 146
E-Door-11 P 3 X 7 21 0.290 25.2 530 7.0 0 146
E -GIs-Vector shgc-0.31 0%S 12 0.290 25.2 303 32.8 0 393
S -GIs-Vector shgc-0.31 0%S 12 0.290 25.2 303 17.9 0 215
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 28.6 X 28 800.8 0.020 1.7 1,393 1.0 0 769
Subtotals for Structure: 8,736 0 5,079
Infil.: Win.: 12.9, Sum.: 7.0 765 1.562 1,195 0.127 109 97
AED Excursion: 1,080
Equipment: 0 1,200
Room Totals: 9,931 109 7,456
C:\ ...\Recher HVAC - 4383 86th St NE.rh9 Friday, July 18, 2025, 11:04 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Auer Steel (Plymouth) Recher HVAC
Plvmouth. MN 55441 Page 10
Detailed Room Loads - Room 3 - Upper Level (Average Load Procedure)
I 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: 273 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.: 37 CFM
Runout Air: 91 CFM Percent of Supply.: 13 %
Runout Duct Size: 6 in. Actual Summer Vent.: 43 CFM
Runout Air Velocity: 463 ft./min. Percent of Supply: 16 %
Runout Air Velocity: 463 ft./min. Actual Winter Infil.: 11 CFM
Actual Loss: 0.134 in.wg./100 ft. Actual Summer Infil.: 6 CFM
j Item Area U- Htg Sen Clg Lat Sen
Description Quantitv Value HTM Loss HTM Gain Gain
E -Wall-12F-Osw 21 X 8 168 0.065 5.7 950 0.9 0 145
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
U_P-Ceil-16B750 28 X_28 784 _ 0.020 1.7 1,364 1.0 0 753
Subtotals for Structure: 6,268 0 2,774
Infil.: Win.: 10.6, Sum.: 5.8 632 1.562 987 0.127 90 80
AED Excursion: 843
People: 200 lat/per, 230 sen/per: 4 800 920
Equipment:_ 0 1,200
Room Totals: 7,255 890 5,817
C:\ ...\Recher HVAC - 4383 86th St NE.rh9 Friday, July 18, 2025, 11:04 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Auer Steel (Plymouth) Recher HVAC
Plymouth, MN 55441 _ Page 11
System 1 Room Load Summary
Htg Min Run Run Clg Clg Min Act
f3Qot___ Area Sens Htg Duct Duct- Sens - L-at-------Gtg Sys -
No Name SF- Btuh _ _--_CFM Size Vel Btuh Btuh- CFM CFM
Zone 1---
1 Lower Level 798 7,611 102 2-6 414 3,469 233 162 162
2 Main Level 801 9,931 133 4-6 445 7,456 109 349 349
3 Upper Level 784 7,255 97 3-6 463 5,817 890 273 273
Ventilation 11,606 1,734 1,939
Svstem 1 total 2,383 36,403 332 18,476 3,171 784 784
System 1 Main Trunk Size: 10x15 in.
Velocity: 753 ft./min
Loss per 100 ft.: 0.09 in.wg
Cooling— Svstem Summary
Cooling Sensible/Latent Sensible Latent Total
Tons Split Btuh Btuh Btuh
Net Required: 1.80 85% / 15% 18,476 3,171 21,647
Equipment Data
Type:
Heating System
Natural Gas Furnace
Cooling System
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 - 4383 86th St NE.rh9 Friday, July 18, 2025, 11:04 AM
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COPYRIGHT
NOTICE THIS
ARCHITECTURAL PLAN SET AND THE DESIGN ELEMENTS REPRESENTED ON rn
EACH INDIVIDUAL PAGE INCLUDING BUT NOT LIMITED TO; FLOOR PLAN AND v0 ELEVATIONDESIGN, DETAILS, INFORMATION, AND CONCEPTS IS PROPRIETARY AND
DEVELOPED FOR THE EXCLUSIVE USE OF JP BROOKS INC. rn (
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AND/OR REPRODUCTION OF ANY PORTION OF THIS PLAN SET IN ANY per, 70 E: FORM
IS STRICTLY PROHIBITED WITHOUT EXPRESSED WRITTEN PERMISSION OF JP W rn I'° n BROOKS.
VIOLATION WILL BE SUBJECT TO ALL APPLICABLE COPYRIGHT LAWS. 0 Z r
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CODE AND DESIGN DISCLAIMER 000 oZ rn CDcrn"
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THE
HOME PLAN REPRESENTED IN THIS PLAN SET HAS BEEN DESIGN TO COMPLY WITH
WITHTHE 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) AND THE 2020 p
ON a 0 DOENERGYCONSERVATIONCODE (IECC). THE DESIGN OF THIScln rn HOME
PLAN IS DRAWN AS ACCURATELY AS POSSIBLE, HOWEVER, FINAL w flr4 CONSTRUCTIONMAYDIFFERSLIGHTLYFROMPLANSDUETOSTRUCTURALpGmADJUSTMENTS, FIELD CONDITIONS, OR OTHER DESIGN CONSIDERATIONS.
4383 86th St NE
CI T
Monticdo
Y0 F Lot 19 Block 4 - Edmonson Ridge
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,
V 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
v 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.
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.
Proposed driveway location, width at lot line, % of slope.
Show proposed porches, cantilevers, bay windows, and decks (if being constructed).
Ali 4 Show individual significant trees 36" DBH (Diameter Breast Height)or larger
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 footprint (natural drainage or piped to
curb). Show any Drain Tile installed in the yard.---* *Show 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.
I-P
Drainage and Utility Easements ore
shown thus:
I L-6
12
6
12
1 N.T.S. I
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.
963.0 --_" pp4010
991 v v N
5W77R0 155 960.6lP
S'_ - - - - --IP 92 i 1 44110 g62 •
44110 N a,
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line
I 6
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00
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9638 7S4
OW Proposed I /
964.I1 119 House
O
960.
9
P/D. 155-264-004190 I Area: 11, 487%
S.
F. I 0.26% Ac.) 962.
S /2, 00
I 963'i Aso, $ $ ij
n 1
962-
7 oop
64-6 Se<
I V IW /
Proposed ambct aw ' tiGarage /
P ev. 962/9
I `V 9 h I N
PID: 155-264-004180 41 s 3000 SS ?
0p
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966 11/ i i nil /
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00 9 / 963.4 0S/41 0
964. 7 0 00 960'
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1
c _ i Certificate
of Survey
BOGART, PEDERSON
JP Brooks Builders & ASSOCIATES, INC.
1-19j B4 EDMONSON RIDGE
LAND SURVEYING CIVIL ENGINEERING MAPPNG Wright County,
Minnesota 3071
6FIRST
STREET, BECKER. MN 55308-9322 TEL: 763-262-8822 FAX:
763-262-8844 Certificate of Survey PAOPOSEL _.ADIh
for AaproveK oa 8/
15/2025 JP
Brooks Builders X 0 20' SCALE: 1" = 20'
PROXCT
BENCHMARK Top
of hub w/
tack of
SW`1y building comer offset Elevation = 962.19 feet (
Plot Datum)
SETBACKS HOUSE TYPE 25' Front 3-
level Split Lookout
7' Side (The Maplewood) 30' Rear
ZQVNG 20' Side Street
P,LID. DRIVEWAY
AREA TO STREET, 960e S.
F. (Excluding Sidewalk) SDD
AREA Fud Yard - 10,616%
S.F.
PROPOSED IMPERVIOUS SLRFACES Total lot Area -
11,487Y- SF.
House Area = 2,260 4 SF.
Driwwov1ydk/Po6o Area - 1,061 SF.
Total Impendous Area = 3321% S.F. (
27.9 ELEV PER GRADING PLAN Pons by
Alliont. Garage Floor Elev -
965.2 Lowest
Floor Elevation = 958.2 Rear
Elevation = 965.2 RAM - Rambler
REFERENCE BENCHMARK Rim of
sanitary manhole
on 86th
St. NE near West plot boundary. Elevation -
957.15 feet (Plot Datum)
PROPOSED HOUSE ELEVATIONS Top of House
Foundation Elev = 966.0
Top of Garage Foundation Elev = 965.5
Garage Floor Elev = 965.2 Lowest Floor
Elev = 962.3 Lot 19,
Block 4, EDMONSON RIDGE City
of Monticello, Wright County, Minnesota Addrem
4383 867H STREET ME Mmdoe%iq
MN 66362 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. LEGEND: OFFSETS Denotes found iron monument OS1'
1
962.19 (BM) ® Denotes set
hub 0512 = 96L42 OS/3 = 96411 ® Denotes set
lath OSj4 =
964.37 x 976.4 Denotes
existing ground elevation
942-fl Denotes proposed elevation Denotes proposed
drainage flow T Denotes telephone
pedestal Denotes cable television
box Denotes electric service
Denotes water service Denotes
sanitary service Denotes
sanitary manhole Denotes
catch basin H
Denotes watervoive LS
44110 Denotes hydrant
Denotes Peter D.
Goers, LS
Denotes concrete
surface (per plan) Denotes bituminous
surface (per plan) Denotes easement
960 Denotes contour per grading
plan Denotes
sanitary sewer (per plan) Denotes waterline (
per plan) SBL - Denotes building
setback line Denotes existing
adjoiners I hereby certify that
this survey, plan,
or report was prepared by me or under
my REV DATE: 7/15/25 NO DATE
my
direct supervision, and that I am
a duly Licensed Land Surveyor under the DESIGN
BY: laws of the State of Minnesota. DRAWN
BY: CK CHECKED BY:CAW DWG FILE: L19 B4
HS Signed. Craig
A. Wensmann FILE NO.: 22-
0259,
18 Date: 7/16/25 Reg. No.47466
DESCRIPTION