2026-00477CITY OF MONTICELLO
505 WALNUT STREET
MONTICELLO, MN 55362-
763) 295-3060 PAX: (763) 295-4404
ADDRESS 4489 86TH ST NE
PIN 155264004110
LEGAL DESC EDMONSON RIDGE
LOT 0II BLOCK 004
PERMIT TYPE BUILDING
PROPERTY TYPE SINGLE FAMILY -DETACHED
CONSTRUCTION TYPE NEW CONSTRUCTION
VALUATION : $ 304,988.84
NOTE: NEW CONSTRUCTION SINGLE FAMILY HOME:
0 SQ FT FINISHED BASEMENT
0 SQ FT UNFINISHED BASEMENT
969 SQ FT CRAWL SPACE
969 SQ FT FINISHED MAIN FLOOR
1164 SQ FT SECOND FLOOR
60 SQ FT OPEN PORCH
697 SQ FT GARAGE
FIREPLACE: NO
A/C: YES
MECHANICAL: 9
PLUMBING: 17
WATER METER 1 (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
Date
Bldg Official Date
2 0 2 6- 0 0 4 7 7*
DATE ISSUED: 06/23/2026
Permit #: 2026-00477
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 1 (MAIN)
MN STATE SALES TAX (MTR 1)
TO TA L
Payment(s)
CHECK 25486
1.00
2,271.08
1,476.20
152.49
1,507.80
3,518.20
2,732.00
130.00
130.00
5.00
60.00
50.00
520.00
40.95
12,593.72
12,593.72
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
CITY OF
Monticeflo
BUILDING SAFETY
505 WALNUT STREET, SUITE I
City Hall (763) 295-2711
fjDcc
Eod MAY 1 %3
2026 Building Inspections (763
PERMIT # / 5-3060
Fax (
763) 295-4404 BUILDING PERMIT APPLICATION
Please Print - INCOMPLETE
APPLICATIONS WILL NOT BE ACCEPTED. SITE ADDRESS: { y '(
j'w t A v- ZONED LEGAL: Lot 1
I Block Plat tz-jl v-!' 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 Phone: 763-285-4790 State License #: 656554
E-Mail: shelly@jpbrooks.com Address: 13700 Reimer
Drive City: Maple Grove State: MN Zip: 55311 Eng./Architect Name:
Phone: Address: City: State:
Zip: Plumber Name: Northwoods
Plumbing Phone: 763-717-8757 Address: 30799 73rd
Street City: Plerz State: MN Zip: 56364 Mechanical Name: Recher
HVAC Phone: 612-802-6525 Address: 1125 Mississippi
Drive North City: Champlin State: MN Zip: 55316 Type of Work
Type of Construction BuildinI4 Information 0 New R
Single Family Use of building j eS ` eA6 e, Addition Duplex of
stories ,,14 C%^ Alteration IJ Multi -
Family Floor area sq. ft. Repair Commercial v
Estimated value °
Move
Industrial of
construction Other Other Description
of work:
I,, f I`
51eb
C yyz+je YL..,c) ;fc, 'lU'v w14L-) eie%C'W"'C 1 rzPl.c,
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. AMWI'et &-06y-
Applicant Signature 2J14
Application Date
4
1513. 7
SEE BACK FOR
PLUMBING AND MECHANICAL INFO.
APPLJ"-N1: Please show fixtures that are
Fire ,Suppression : (if applicable) Plumbing: (if applicable)
No. Fixture Type o. Fixture TypeNo.---,--
Sprinkler Heads Water Closet (toilet)
Other /Special FS Device 1 Bathtub
L( Lavatory (wash basin)
Z Z Shower
Kitchen Sink
Dishwasher
Laundry Tub
i 1 Clothes Washer
Fire Alarm: (if applicable) j Water Heater
Q -- Urinal
No. Fixture Type Drinking Fountain
1 Floor Drain
of Devices l) Slop Sink
Other Outside Faucet
TOTAL
Future Owner Information:
Name:
Address:
City:
State: Zip:
Phone #:
uplicable.
Mechanical: (if applicable)
No. Fixture Type
Furnace
1 Gas Meter
Range Hood
Gas Range
Water Heater
1 Air Conditioning
Mech. Fireplace u `
C
Bathroom(s) Exhaust Fan
Air Exchanger
t 1 Dryer
O Gas Opening w/o Fixture
TOTAL
FOR CITY USE ONLY
Tree Ordinance Handout Yes No
Other Handouts Yes No
ADDITIONAL INFORMATION:
laluation:' _
onstruction Type:
ccupancy Group: c—
ivision:
quare Footage: j t Z F jn 5
of Stories: , ,3 jet, o
of Residential Units: — 0 ete-
laximum Occupancy: A/A
ire Sprinklers: Yes A!I No
Iff-Street Parking Covered:
iff-Street Parking Uncovered: 3
uilding Official S C7 /
PT: / /
Monticello 2026 Residential Building Permit Calculator
Address: 4489 86th ST NE Monticello, MN 55362
Legal: Lot 11, Block 4 Edmonson Ridge
1 = Yes 0 = No Sullivan
New Residence: I House Type: 2 story Slab on Grade
1 = Yes 0 = No 1 = Yes 0 = No
Permit Applicant: Contractor: I Plan Review: I
Owner: 0 Master Plan: 0
Master Plan Review = 25% o Bu AM Permit Fee)
Crawl Space 969 $ 15.27 14,796.63
Unfinished Basement Area 0 $ 16.50
Finished Basement Area 0 $ 44.05
Main/First Floor Area 9 $ 125.00 121,125.00
Second Floor Area 1,164 $ 115.00 133,860.00
Detached Garage 0 $ 60.00
Attached Garage 697 $ 47.33 32,989.01
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) 60 $ 36.97 2,218.20
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 $ 304,988.84
1 = Yes 0 = No
Water Hook-up 1
Sani Sewer Hook-up I
FEES:
BUILDING PERMIT - 1997 UBC FEE SCHEDULE PLUS 6% 2,270.26
PLAN CHECK 1,475.67
CONTRACTOR LICENSE VERIFICATION 5.00
STATE SURCHARGE 152.49
SUBTOTAL 3,903.42
SEWER FEE [SAC] 5,026.00
WATER FEE ]WAC] 2,732.00
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 520.00
SUBTOTAL 8.648.00
TOTAL FEES CALCULATED 12.551.42
Escrow Amount - (Winter OnIN )
TOTAL AMOUNT TO BE PAID TO CITY 121551.42
PAddress: j/S- Builder: .Jr8"16s Two
sets Building Plans 643—Z(O Two
sets Surveys Survey
sent to Engineering for review:s/ZSurvey approved by Engineering: V
Energy Calcs vell, HVAC Loads Digital
Plans:!!Fjjgj' Correct percentage of Brick & Stone rer L- 1 26 Plan
Review letter generated V Received by Building Department: 'Z( Review
completed by g p BuildingDepartmentPermit
fees calculated 2-
0Z6 Plan
Review Checklist Plan
Review Letter: J
i Applicant
contacted: 1, —( , Xa v' I -t , ",-- Date
Address House size and finishing details ECC
verified HVAC
Loss Calcs verified Footings
and pads highlighted Point
loads Any
balloon framed walls and stud spacing? Special
stairway framing Details
on braced walls Blocking
on floor framing Bearing
wall blocking and bracing Verify
any tempered glass Valuation
report completed 6-
i7--a4f Ivuss Secs Contact
applicant for revisions or questions: What:
Who:
Date
Contacted: Due
Date for Revisions: Please
provide the necessary information by this date: If
not received by that date, the application
will be removed from the review process and
will be treated as a new permit when the information
is provided. The review timeframe will start
over at that time. Valuation
and size entered on front page of application 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:
CITY OF
Monticello
BUILDING SAFETY
RESIDENTIAL PLANS EXAMINING REPORT
505 Walnut Street, Suite 1
MONTICELLO, MN 55362
Date: 6/23/26
Contractor:
City Hall (763) 295-2711
Building Inspections (763) 295-3060
JP Brooks
4489 86th Street NE
Monticello, MN 55362
JP Brooks
13700 Reimer Drive
Maple Grove, MN 5 5 31 1
Telephone: 763-285-4790
BASIC PROJECT DESCRIPTION:
Two Story, Slab on grade
4 Bedrooms
21133 Sq ft Finished
1 1 Page
Bldg Building, Mechanical & Plumbing Bob Ferguson — Chief Building Official 763) 271-3214
Bob.Ferguson(a,MonticelloMN.gov
Wayne Kalla — Inspector/ Plan Reviewer 763) 314 -0908
Wayne.Kalla(a,MonticelloMN.gov
Mark Gerber — Inspector / Plan Reviewer
Mark.Gerber(d;MonticelloMN.gov 763) 271-3222
Steve Kowalczyk — Inspector / Plan Reviewer 763) 271-3253
Steve.Kowalczyk(&MonticelloMN.gov
Amy Biren — Building Permit Technician 763) 295-3060
Building_department(a)MonticelloMN.gov
Dennis Shafer — Electrical InspectorreviewElectrical 763) 402-5732
outside 443 Lafayette Road North, St. Paul, MN 55155 Office Hrs: 7-8:30am
of city
http://www.dli.mn..gov/business/get-licenses-and-
ermits/permits
CDD and Use/Site Design/Landscaping Angela Schumann — Community Development Director 763) 271-322 ,"
Angela. Schuniaim(;,MonticelloMN .go,-
Bob Ferguson — Zoning Administrator 763) 271-3214
Engr/ Grading, Paving, Drainage & Matt Leonard- City Engineer 763)-271-3271
PW Utilities Matt.Leonard(aMonticelloMN.gov
Ryan Melhouse — Project Engineer 763) 271-3227
Ryan. Melhouse(a MonticelloMN.gov
Mario Frucci — Engineering Technician
Mario.FrucciCMonticelloMN.gov 763) 271-3213
Mat Stang - Water & Sewer Superintendent 763) 271-3274
Mat. Stang_(&MonticelloMN. gov
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
Page
the Building Plans and Specifications.
This review is for Buildinz 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. The owner or contractor must be present for final building inspection.
5 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
1101.8
d 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
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.
13
bldg n/a general Engineered Roof Trusses: Provide a Copy of the Approved, Certified Truss Plans for
note framing inspection.
14 n/a general State Board of Electricity: Separate Permit and Inspections Required for Electrical
note work.
15 Maintain 6" Earth to wood separation
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.
Page
PLAN
NO. DEPT SHEET/ CODE
SECTION
COMMENTS
SPEC.
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
17 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.
l Window Fall Protection Required for all windows 6' above grade with sill height of18R312.2 less than 24", maximum opening must be less than 4".
19 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
20 Exceed 3 Air Exchanges Per Hour.
21
l' Flash between House and Stoop.
22 bldg R319.1 Install House Numbers: 4" minimum, visible from street.
bldg Fireplaces: Must be inspected prior to wall enclosure or when smoke chamber / 23 damper areas are exposed.
24 bldg Solid Block Between Wall Studs at Vaulted Truss Bottom Chord.
l'/,l'-' Fire blocking Required: Cut off concealed draft openings between stories and attic. 25 R302.11
Close horizontal to vertical penetrations.
bldg Carry Concentrated loads to foundation — Concentrated loads must be solidly26R301.1
blocked and carried continuously to foundation.
bldg Slope garage floor to Overhead door or to floor drain. (no trap / dry pan drains to27daylight; schedule 40 pipe required).
28 bldg R402.4.1.1 Hardboard Backer Required behind tub / shower.
29 bldg Seal and Secure Sump Pump Basket Cover.
30 bldg R506.2.3 Vapor Retarder: Required Under Floor Slab (Exception unheated spaces).
bldg Fain Tile to Sump Basket: Install pump with rigid piping to house exterior. Install31R405.2.3
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
32
Subpart 6 future active radon ventilation system.
blr/,T Radon gas vent pipes shall be provided with space around the vent pipe for future fan
installation. The space required for the future fan installation shall be a minimum of
33 R 1303.2402
24" in diameter, centered on the axis of the vent pipe, and shall extend a minimum
distance of 3 vertical feet.
34 l'l`l, R 402.1.1.3 Poly Slip Sheet Required over non -draining insulation.
l khf Install truss clips at each truss and girder end unless otherwise specified by the truss35R802.11
manufacturer.
bldg R402.2.3 For air permeable insulations in vented attics, a baffle shall be installed adjacent to
36 MN Res.Energy soffit and eave vents. The baffle shall extend over the top of the attic insulation.
code
Install weather barrier / House Wrap: Cover all exterior wall sheathing (exception: 37 R703.2L I Detached Accessory Buildings)
4 1 Page
PLAN
NO. DEPT SHEET/ CODE
SECTION
COMMENTS
SPEC.
SECTION
bldg 2" Anchor Bolts or Manufactured Foundation Straps Must: Engage 2nd 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 on Ridge
The Establish maximum driveway widths of 24' @ front property line. Zoning OrdinanceZoning
Floor joists and blocking shall be connected to the sill plate at the top of the wall
41 R404.1 1-4 with an approved connector with listed capacity meeting top of wall reaction in table
R404.1(1). Spacing of blocking shall be in accordance with table R404.1(1).
42
bldg
R314.3 If the office is to be used as a sleeping room. A smoke alarm is required in
accordance to section R314.3
43 Zoning Edmonson Ridge Front elevation shall have a minimum of 15% Brick or Stone.
Zonin Ordinance
5 1 Page
New Cori.struCtiOn Energy code Compliance Cerfifioate
Per R¢o1.3 Certificate_ A building cerah'cate shall be posted on orin the elecbjcal distribution Data Certificate Paspanel
MailingAddr ejss of theDwehing or Dwelling Unit
1/ Gay"`' _ Place your
L tl (o t' / r
Name Iogo here
of Res1deniial contractor
JP Brooks MN License Number
BC 686554
ERMAL ENVELOPE
RADON CONTROL SYSTEI I
Type: Check AllThatApply F passive (No Fan)
o j-7 Active (With fan and manometer
m
n 1j _ _ 1( L orothersystem monitoring device)
F Location (orfuture lo(--tion) of Fan
m _ a m Attic
o
Q m ID m .C] mRs
Insulation Locaton o
o a; o m n 2 ozuxocoiv
zT
o La iT iv u1
L L L
C m m a)TJ 'II
m
Below Entire Slab
Rr cv
al =Sl
L`- L- u Other Please Describe HereNA
Foundation Wail
R75
PolyBanicr
PerimeterofSlab on Grade d t/ Fxterforandiriteiiorasdicfatedbycode
Rim Joist (1st Floor)
R 0
rnterfor of Foundaffon wag
Rim Joist (2nd Floor-f-)
R-30
Wall
R21
GerTing, slat
R-48
CeTng, vaulted
S/
R-48
BaylJndows orcantr7evered areas Rio
Floors over uncondifioneci area NA
Describe other insulated areas
Building envelope airtightness:
I Uctsystem a;>rfrghfness= NAWindowsDoors
Average UFactor (excludesskylightsand one door ; 2LL Heating or Cooling Ducts Outside Condr6oned Spaces
Solar Heat Gain CoefEcienf (SHGC): Not applicable, all ducts located in conditioned space
INECHANICAL -SYSTEMS
yR--value 3
Make-up Air SeJecta Type •
Appliances Healing System Domestic Water
Heater O°ling System
I - I Notrequired permech_ code Fuel
Type Nat. Gas Nat. Gas Elect_ El Passive Manufacturer
Bryant Richmond B y ant Model
915SB042060E17 l
Powered BA013NR030BNG
Interlocked with exhaust device_ lnputin
Capacity 5
RafingorSizeBTUs 0J0 O in Gallons_- Describe:
Output _
Other, describe inTons= 2, _ AFIJF
or Etliciency
HSPF% g 6j _2 9 Q SEER SEER
13 Location of duct or -system: Heating
Loss Heating Gain ResidenffalLoadGalculaiiCOOHng Load y/
S
l r$
VICfmI(
lIEGHATIIGA 11E%I rI 4TION SYSTEM round duct OR mewl
duct Describeanyadditionalorcombinedheatingtwo
furnaces gorcoolingsystemsifinstalled: (e-_ ces or air sourceheatpumpwithgasback-up fuma'ce). Combustion Air Selecta Type Select
Type Notre qu7redpermech_ code Neat
Recover Ventt7ator (xRV) Capacity in dins- Low. Passnre
EnergyRecoverVentilafor(
ERV) Capacity in cams_ Low_ HJg>
i Other, despibe Balanced
Ventilation ca a pciiyin rims: High_ 730 Location of ductorsystem: Location
offan(s), descrr-be aarhroomsandLaundry Mechanical ROOM Capacitycontinuousveniilation
stein dins: Cfm`s Total
ventilation Unterrrrittent 4- continuous) rate in cfms: — s "round duct OR metal
duct Builders
Associaton of Minnesota version 101oJ4
Recher HVAC
HVAC Load Calculations
for
4489 86th St NE
Prepared By:
Monday, May 11, 2026
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 HVAC
Plymouth,MN 55441 _ _ Pa e 2
Project Report
General Proiect Information
Project Title: Recher HVAC
Project Date: Monday, May 11, 2026
Client Name: 4489 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
Dry Bulb
Winter: -15
Summer: 88
Outdoor Outdoor Indoor Indoor Grains
Wet Bulb Be .Hum Bel.Hum Dry Bulb Difference
15 n/a n/a 72 n/a
71 44% 50% 72 30
Check Figures
Total Building Supply CFM: 736 CFM Per Square ft.:
Square ft. of Room Area: 2,133 Square ft. Per Ton:
Volume (ft3): 18,249
FBuildina Loads
0.345
1,247
Total Heating Required Including Ventilation Air: 34,204 Btuh 34.204 MBH
Total Sensible Gain: 16,568 Btuh 81 %
Total Latent Gain: 3,956 Btuh 19 %
Total Cooling Required Including Ventilation Air: 20,524 Btuh 1.71 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 - 4489 86th St NE.rh9 Monday, May 11, 2026, 11.16 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Auer Steel (Plymouth) Recher HVAC
Plymouth, MN 55441 Pa e 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% 72 29.99
Duct Sizing Inputs
Main
Calculate:
Trunk
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:
Infiltration Actual:
Above Grade Volume
Total Building Infiltration:
Total Building Ventilation:
Winter
0.150 AC/h r
46 CFM
0.150 AC/hr
X 18,249 Cu.ft.
2,737 Cu.ft./hr
X 0,0167
46 CFM
125 CFM
Summer
0.080 AC/hr
24 CFM
0.080 AC/hr
X 18-249 Cu.ft.
1,460
X 0,0167
Cu.ft./hr
24 CFM
125 CFM
System 1---
Infiltration & Ventilation Sensible Gain Multiplier: 17.08 = (1.10 X 0.970 X 16.00 Summer Temp. Difference)
Infiltration & Ventilation Latent Gain Multiplier: 19.79 = (0.68 X 0.970 X 29.99 Grains Difference)
Infiltration & Ventilation Sensible Loss Multiplier: 92.85 = (1.10 X 0.970 X 87.00 Winter Temp. Difference)
Winter Infiltration Specified: 0.150 AC/hr (46 CFM), Construction: Tight
Summer Infiltration Specified: 0.080 AC/hr (24 CFM), Construction: Tight
C-.\ ...\Recher HVAC - 4489 86th St NE.rh9 Monday, May 11, 2026, 11:16 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Auer Steel (Plymouth) Recher HVAC
PI mouth MN 55441 Pa e 4
Load Preview Report
Scope
Ne ft.
To ITo Are
Se La
Gai Gal
Net
Gain
Sen
Loss Hyg
CFM
Clg
CFM
Act
CFM
Duct
Siz
Building 1.71 1,247 2,133 16,568 3,956 20,524 34,204 396 736 736
Svstem 1 1.71 1,247 2,133 16,568 3,956 20,524 34,204 396 736 736 10x1
Ventilation 854 2,474 3,327 4,643
Zone 1 2,133 15,715 1,482 17,197 29,561 396 736 736 10x 1
1-Main Level 970 6,742 255 6,997 16,544 221 316 316 3--
2-Upper Level 1,163 8,973 1,227 10,200 13,017 174 420 420 4--
C:\ ...\Recher HVAC - 4489 86th St NE.rh9 Monday, May 11, 2026, 11:16 AM
is - Residential & Light Commercial HVAC Loads Elite Software Development
Steel (Plvmouth) Recher L-
outh. MN 55441 P<
Duct Size Preview
Room or Minim* Maxim* Rough Desig S Duct Duc Htg Clg I Act. Duct
Duct Name Veloci Velocit Facto U10 Loss Velocit Lengt FIo1y_ . E1 N_I_.Flow
Svstem 1
Supply Runouts
Zone 1
1-Main Level Built -In 0 750 0.01 0.1 394 221 316 316 3--
2-Upper Level Built -In 0 750 0.01 0.1 393.2 174 420 420 4--
Other Ducts in System 1
Supply Main Trunk Built -In 0 900 0.003 0.1 757.2 396 736 736 10x1
Summary
Svstem 1
Heating Flow: 396
Cooling Flow: 736
I
C:\...\Recher HVAC - 4489 86th St NE.rh9 Monday, May 11, 2026, 11:16 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Auer Steel (Plymouth) Recher HVAC
Plymouth, MN 55441 Pa e 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 194 4,892 0 6,382 6,382
0.31
11 P: Door -Metal - Polyurethane Core, U-value 0.29 57.2 1,442 0 448 448
12F-Osw: Wall -Frame, R-21 insulation in 2 x 6 stud 2156.8 12,197 0 2,285 2,285
cavity, no board insulation, siding finish, wood studs,
U-value 0.065
1613-50: Roof/Ceiling-Under Attic with Insulation on Attic 1162.8 2,023 0 1,186 1,186
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
22D-10pm: Floor -Slab on grade, Vertical board insulation 140 4,178 0 0 0
covers slab edge, turns under slab and extends 4'
horizontally, any floor cover, R-10 insulation, passive,
heavy dry or light wet soil, U-value 0.343
20P-30: Floor -Over open crawl space or garage, Passive, 194.6 593 0 75 75
R-30 _blanket insu_Iationi any_cover, U-_value-0.035
Subtotals for structure: 25,325 0 10,376 10,376
People: 5 1,000 1,150 2,150
Equipment: 0 2,400 2,400
Lighting.- 0 0 0
Ductwork: 0 0 0 0
Infiltration: Winter CFM: 46, Summer CFM: 24 4,236 482 416 898
Ventilation: Winter CFM: 125, Summer CFM: 125 4,643 2,474 854 3,327
Exhaust: Winter CFM: 125, Summer CFM: 125
AED Excursion:- 0 0_--_ 1,373 1.373
Total Building Load Totals: 34,204 3,956 16,568 20,524
Check Figures
Total Building Supply CFM: 736 CFM Per Square ft.-. 0.345
Square ft. of Room Area: 2,133 Square ft. Per Ton: 1,247
Volume (ft3): 18,249
Building Loads
Total Heating Required Including Ventilation Air: 34,204 Btuh 34.204 MBH
Total Sensible Gain: 16,568 Btuh 81 %
Total Latent Gain: 3,956 Btuh 19 %
Total Cooling Required Including Ventilation Air: 20,524 Btuh 1.71 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 - 4489 86th St NE.rh9 Monday, May 11, 2026, 11:16 AM
Rhvac - Residential & Light Commercial HVAC Loads
Auer Steel (Plymouth)
PI mouth MN 55441
Building Pie Chart
Floor 14%
Roof 6%
A/all 'IF%,
Wall 11%
Glass 31 %
Floor 0%
Roof 6%
Elite Software Development, Inc.
Recher HVAC
Paa e 7
Ventilation 14%
Infiltration 12%
Door 4%
Glass 14%
AED Excursion 7%
Ventilation 16%
Infiltration 4%
Equipment 12%
Door 2%
People 10%
C:\ ...\Recher HVAC - 4489 86th St NE.rh9 Monday, May 11, 2026, 11:16 AM
Rhvac - Residential & Light Commercial HVAC Loads
Auer Steel (Plymouth)
Plymouth, MN 55441
Elite Software Development, Inc.
Recher HVAC
Page 8
Detailed Room Loads - Room 1 - Main Level (Average Load Procedures
General
Calculation Mode: Htg. & clg. Occurrences: 1
Room Length: 31.3 ft. System Number: 1
Room Width- 31.0 ft. Zone Number: 1
Area: 970.3 sq.ft. Supply Air: 316 CFM
Ceiling Height: 9.1 ft. Supply Air Changes: 2.1 AC/hr
Volume: 8,830 cu.ft. Req. Vent. Clg- 0 CFM
Number of Registers: 3 Actual Winter Vent.: 70 CFM
Runout Air: 105 CFM Percent of Supply.: 22 %
Runout Duct Size: 7 in. Actual Summer Vent.: 54 CFM
Runout Air Velocity: 394 ft./min. Percent of Supply: 17 %
Runout Air Velocity: 394 ft./min. Actual Winter Infil.: 24 CFM
Actual Loss: 0.079 in.wg./100 ft. Actual Summer Infil.: 13 CFM
Item Area U- Htg Sen Clg Lat Sen
Description _ _ Quanti --_Value_. HTM Loss HTM Gain_Gain_
E -Wall-12F-Osw 36 X 9.1 264.4 0.065 5.7 1,495 1.1 0 280
S -Wall-12F-Osw 34 X 9.1 309.4 0.065 5.7 1,750 1.1 0 328
W -Wall-12F-Osw 36 X 9.1 241.6 0.065 5.7 1,366 1.1 0 256
N -Wall-12F-Osw 34 X 9.1 309.4 0.065 5.7 1,750 1.1 0 328
E -Door-11 P 2.7 X 6.7 18.1 0.290 25.2 456 7.8 0 142
E -Door-11 P 2.7 X 6.7 18.1 0.290 25.2 456 7.8 0 142
E-Door-11 P 3 X 7 21 0.290 25.2 530 7.8 0 164
E -GIs-Vector shgc-0.31 0%S 6 0.290 25.2 151 33.7 0 202
W -GIs-Vector shgc-0.31 0%S 9 0.290 25.2 227 33.7 0 303
W -GIs-Vector shgc-0.31 0%S 42 0.290 25.2 1,060 33.6 0 1,412
W -GIs-Vector shgc-0.31 0%S (2) 35 0.290 25.2 884 33.6 0 1,176
Floor-22D--10pm 140 ft..Per. 140 0.343 29.8_- 4,178 0.0 _ 0 0
Subtotals for Structure: 14,303 0 4,733
Infil.: Win.: 24.1, Sum.: 12.9 1,274 1.759 2,241 0.173 255 220
AED Excursion: 589
Equipment: 0 ______1,200
Room Totals: 16,544 255 6,742
C:\...\Recher HVAC - 4489 86th St NE.rh9 Monday, May 11, 2026, 11:16 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Auer Steel (Plymouth) Recher HVAC
Plymouth, MN 55441 Page 9
Detailed Room Loads - Room 2 - Upper Level (Average Load Procedure)
General
Calculation Mode: Htg. & clg. Occurrences: 1
Room Length: 34.2 ft. System Number: 1
Room Width: 34.0 ft. Zone Number: 1
Area: 1,162.8 sq.ft. Supply Air.- 420 CFM
Ceiling Height: 8.1 ft. Supply Air Changes: 2.7 AC/hr
Volume: 9,419 cu.ft. Req. Vent. Clg: 0 CFM
Number of Registers: 4 Actual Winter Vent.: 55 CFM
Runout Air: 105 CFM Percent of Supply.: 13
Runout Duct Size: 7 in. Actual Summer Vent.: 71 CFM
Runout Air Velocity: 393 ft./min. Percent of Supply: 17
Runout Air Velocity: 393 ft./min. Actual Winter Infil.: 21 CFM
Actual Loss: 0.079 in.wg./100 ft. Actual Summer Infil.: 11 CFM
Item Area U- Htg Sen Clg Lat Sen
Descri tion Quanta ValueHTM Loss HTM Gain Gain
E -Wall-12F-Osw 36 X 8.1 246.6 0.065 5.7 1,395 1.1 0 261
S -Wall-12F-Osw 34 X 8.1 275.4 0.065 5.7 1,557 1.1 0 292
W -Wall-12F-Osw 36 X 8.1 240.6 0.065 5.7 1,361 1.1 0 255
N -Wall-12F-Osw 34 X 8.1 269.4 0.065 5.7 1,523 1.1 0 285
E -GIs-Vector shgc-0.31 0%S (3) 45 0.290 25.2 1,134 33.6 0 1,512
W -GIs-Vector shgc-0.31 0%S (3) 45 0.290 25.2 1,134 33.6 0 1,512
W -GIs-Vector shgc-0.31 0%S 6 0.290 25.2 151 33.7 0 202
N -GIs-Vector shgc-0.31 100%S 6 0.290 25.2 151 10.5 0 63
UP-Ceil-16B-50 34.2 X 34 1162.8 0.020 1.7 2,023 1.0 0 1,186
Floor-20P-30 14 X 13.9 194.6 0.035 3.0 593 0.4 0 75
Subtotals for Structure: 11,022 0 5,643
Infil.: Win.: 21.5, Sum.: 11.5 1,134 1.759 1,995 0.173 227 196
AED Excursion: 784
People: 200 lat/per, 230 sen/per: 5 1,000 17150
Equipment: 0 1,200
Room Totals: 13,017 1,227 8,973
C:\...\Recher HVAC - 4489 86th St NE.rh9 Monday, May 11, 2026, 11:16 AM
Rhvac - Residential & Light Commercial HVAC Loads
Auer Steel (Plymouth)
PI mouth MN 55441
System 1 Room Load Summary- _- - -
Htg Min Run
Room Area Sens Htg Duct
No Name SF Btuh CFM Size
Zone 1---
1 Main Level 970 16,544 221
2 Upper Level _-.._.__.._.._..__1 163 13,017 174
Ventilation _ -- 4,643
System 1 total 2,_1.33 34,204 396
System 1 Main Trunk Size: 10x14 in.
Velocity: 757 ft./min
Loss per 100 ft.: 0.103 in.wg
Cooling System Summary
Elite Software Development, Inc.
Recher HVAC
Page 10
Run Clg Clg Min Act
Duct Sens Lat Cig Sys
Vel Btuh Btuh CFM CFM
3-7 394 6,742 255
4-7__ 393 _ 8,973 1_,227_- -
854 2,474
16,_568 3,956
Cooling Sensible/Latent Sensible
TonsSplit Btuh__ Net
Required.- 1.71 81 % / 19% 16,568 Equipment
Data Heating
System Type:
Natural Gas Furnace Model:
Indoor
Model: Brand:
Efficiency:
0 AFUE Sound:
0 Capacity:
0 Btuh Sensible
Capacity: n/a Latent
Capacity: n/a 316
316 420
420 736
736 Latent
Total Btuh
Btuh 3,
956 20,524 Cooling
System Standard
Air Conditioner 0
SEER 0
0
Btuh 0
Btuh 0
Btuh C:\ ...\
Recher HVAC - 4489 86th St NE.rh9 Monday, May 11, 2026, 11:16 AM
INE
E
SOTA
COPYRIGHT NOTICE
THIS ARCHITECTURAL PLAN SET AND THE DESIGN ELEMENTS REPRESENTED ON D W voEACHINDIVIDUALPAGEINCLUDINGBUTNOTLIMITEDTO, FLOOR PLAN AND 0 C_
rn ELEVATION DESIGN, DETAILS, INFORMATION, AND CONCEPTS IS PROPRIETARY m o r-
AND DEVELOPED FOR THE EXCLUSIVE USE OF JP BROOKS INC. D m
USE AND/OR REPRODUCTION OF ANY PORTION OF THIS PLAN SET IN ANY
o 10
O rn
y
r
C'
C FORM IS STRICTLY PROHIBITED WITHOUT EXPRESSED WRITTEN PERMISSION OF JP m ;;u
BROOKS. VIOLATION WILL BE SUBJECT TO ALL APPLICABLE COPYRIGHT LAWS. o- 0 O
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VfA
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BUILDING CODEO AND DESIGN DISCLAIMER o Z rn m
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M O
HOME PLAN REPRESENTED IN THIS PLAN SET HAS BEEN DESIGN TO COMPLY Q ,
WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE IRC AND THE 2 2
INTERNATIONAL
C oo
ON
O
ENERGY CONSERVATION CODE (IECC). THE DESIGN OF THIS cn M
z HOME PLAN IS DRAWN AS ACCURATELY AS POSSIBLE, HOWEVER, FINAL U, ttnn
t,
CONSTRUCTION MAY DIFFER SLIGHTLY FROM PLANS DUE TO STRUCTURAL
ADJUSTMENTS, FIELD
a p
CONDITIONS, OR OTHER DESIGN CONSIDERATIONS.
Monticello
Ru ior+c t rery
APPROVED FILE COPY
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO FIELD INSPECTION
Date:
Signature:
SHEET INDEX
E T SNEET TITLE
TITLE SHEET
7l'PICAL FRAMING DETAILS
WALL BRACINr-;; PLAN
EUJP GALCS
ELEVATIONS 4 ROOF PLAN
FOUNDATION PLAN
MAIN FLOOR PLAN
UPPER FLOOR PLAN
ELECTRICAL PLANS
INTERIOR ELEVATIONS/CABINETS
BUILDING SECTIONS
BUILDING SECTIONS
GENERAL NOTES
TYPICAL WALL SECTIONS
TYPICAL DETAILS
TYPICAL DETAILS
0 y m z
0
o 00 r O W
co
v O n
Z
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DRAWING RECORD
REVIEW SET 04.15.2026
PERMIT SET 04.29.2026
FINAL SET 05.19.2026
REVISED SET 06.15.2026
SQUARE FOOTAGE
MAIN FLOOR FINISHED
UPPER FLOOR FINISHED
969
1 164
TOTAL FINISHED 2133
FOUNDATION 969
OVERALL SQUARE FEET 3102
GARAGE 697
TITLE SHEET
00
4489 86th Street NE
r I F Lot 11 Block 4 - Edmonson Ridge
Monticeflo
NG 5Af t> Builder: JP Brooks Builder
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:
V/
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
hi h 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).
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 pumpoutlet location on buildinq footprint (natural drainage or piped to
curb). Show any Drain Tile installed in theyard.---* '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.
PROPOSED HOUSE ELEVATIONS REFERENCE BENCHMARK:
NO EXCAVATION OR CONSTRUCTION CAN BEGIN UNTIL THIS PLAN IS APPROVED BY Top of Foundation Elev = 967.5 Rim of sanitary manhole on 86th St. NE
Garage Floor Elev = 967.2 near West plat boundary.
THE LOCAL BUILDING INSPECTON Elevation = 957.15 feet (Plat Datum)
LOWEST FLOOR ELEVATION IS SUBJECT TO SOIL AND WATER TABLE CONDITIONS. ELEV PER GRADING PLAN Certificate of SurveyBEARINGANDDISTANCEINFORMATIONISPERTHERECORDEDPLAT. Plans by Alliant. PROPOSED IMPERVIOUS SURFACES
Garage Floor Elev = 967.4 Total lot Area = 10,440± S.F. For
EASEMENTS ARE SHOWN PER RECORDED PLAT UNLESS OTHER DOCUMENTATION WAS PROVIDED TO US. Lowest Floor Elevation = 960.4 House/Stoop Area = 1,726± S.F.
CONTRACTOR TO DETERMINE EXACT LOCATION AND ELEVATION OF SEWER SERVICE. Rear Elevation = 964.4 Driveway/Walk Area = 747 S.F. JP Brooks Builders
THE LOWEST FLOOR ELEVATION IS SUBJECT TO THE ACTUAL DEPTH AND ELEVATION OF THE SEWER SERVICE.
L- Lookout Total Impervious Area = 2,473± S.F. (23.7%) Lot 11, Block 4, EDMONSON RIDGE
PRIOR TO ANY EXCAVATION, EXCAVATOR MUST COMPARE SURVEY WITH HOUSE PLAN AND BUILDER TO SOD AREA: DRIVEWAY AREA TO STREET: City of Monticello, Wright County, Minnesota
Full Yard = 8,242± S.F. 833± S.F. (Excluding Sidewalk)
VERIFY TYPE OF HOUSE, DIMENSIONS AND FINAL ELEVATION(S). 30' Behind House = 3,382 ZONING HOUSE TYPE
Address: 4489 86th Street NE, Monticello, MN 55362
STREET AND UTILITY IMPROVEMENTS SHOWN PER PLAN.
SETBACKS OFFSETS
P.U.D. Slab On Grade N
UTILITIES SHOWN HEREON WERE DIGITIZED PER THE EDMONSON RIDGE DEVELOPMENT PLANS DATED 25' Front OS#1 - 966.44 (BM) (
The Sullivan) PROPOSED DING SURVEY
7/29/2021, PAGES 22-24, BY ALLIANT ENGINEERING. SANITARY STUB INVERT=956.6± PER PLAN. 7' Side OS#2 = 965.76 PROJECT BENCHMARK
30' Rear OS43 = 965.25 Top of hub w/tack at most SE'ly Approved Date 6/1 /2026
20' Side Street OS#4 = 966.01 Building corner offset
Elevation = 966.44 Feet (Plat Datum )
X X 960'$ i
959.9
X 962.8 X 963.7 j 1
IOr-- ram, ,--, I .-. ,--- I I I
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PID:
155-264-004060 I
I I CO1
PID:155-264-004100 X X I I e
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44110--
9
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966.01 E P 0
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t 2/0 48.00 o I 25.33 ' \\ I .
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I r I 96S 34.00 5 -T... o --- 44110 N 44110 / 1 \ I I X 8% ' 96 o F 251--- R - -- ---
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m - 30 I- - 1 O 1 I X ICI ICI I PID: 155-264-004110rn 1oOProposed1o. X
9S1 I` 11 % I 1 g6S ME"
i I Area: 10,440± S.F. Driveway 6,`g65 o ,
61 orO`N, I 1 I I 9+ 1 (0.24±Ac.) 5.7% X1 N \
I 1 I I 11% I ---- 1
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40 I 9640 9654 X\\ 29
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33 44110' ' S88°23'10"E 1 .73t S#2 ,--- ,, ° X I
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965.
76 ,966 s <oro/i Project BM IPy" Elev: 966. r---
968--------- 446, 441101 Ss
X
pro
1 X I PID: 155-264-004120 r 1 r r-- PID:
155-264-004020 , , 1 Off' I I 1 I i
i I- I pK n
I r i i L Drainage
and Utility Easements are shown thus: f
6 212
L-------
j------ 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 plat, unless otherwise shown. I
I °5(1I
I I X X
t
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n
D
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IN FEET LEGEND
E00:
01 PROPOSED ELEVATION STORM
SEWER CATCH BASIN PER
PLAN) STORM
SEWER INLET STRUCTURE PER
PLAN) WCS
O
CURB STOP (PER PLAN) BITUMINOUS
SURFACE (PER PLAN) d
d
CONCRETE SURFACE (PER PLAN) 1234-----
CONTOURS (PER PLAN) EASEMENT
LINE ADJOINING
LOT LINE BOUNDARY
LINE SETBACK
LINE STORM
SEWER GRAVITY MAIN PER
PLAN) I
WATER MAIN LINE (PER PLAN) ws
WATER SERVICE LINE (PER PLAN) SANITARY
GRAVITY MAIN PER
PLAN) ss
SANITARY SERVICE LINE (PER PLAN)