HomeMy WebLinkAbout2018-00196 - new structure CITY OF ORONO * 2 0 1 8 - 0 0 1 9 6 *
2750 KELLEY PARKWAY pATE ISSUEn: 03/13/2018
ORONO,MN 55356-
(952)249-4600 FAX: (952)249-4616
ADDRESS : 585 SANDHILL DR
PIN : 33-118-23-24-0014
LEGAL DESC : ORONO PRESERVE
: LOT 7 BLOCK 1
PERMIT TYPE : NEW STRUCTURE
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : SINGLE FAMILY
VALUATION : $ 510,000.00
NOTE: SEPARATE PERMITS REQUIRED:PLLTMBING,MECHANICAL,FIREPLACE,WATER CONNECTION,SEWER CONNECTION,
ELECTRICAL(STATE)
NOTE:PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM
APPLICAI�IT PERMIT FEE SCHEDULE 3,682.42
PLAN REVIEW 1,057.87
DAVID WEEKLEY HOMES STATE SURCHARGE(VALUATION) 255.00
12800 WHITEWATER DRIVE#20
MINNETONKA,MN 55343- S.A.C. 2,485.00
Minnesota State License#: BUIL-BC697545 TOTAL 7,480.29
Payment(s)
CREDIT CARD 8646 7,480.29
OWNER
OPS Orono LLC
15250 WAYZATA BLVD#101
WAYZATA,MN 55391-
r
AGREEMENT AND SWORN STATEMENT
The work for which this pertnit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
State Building Code. This permit is for only the work described and does
not grant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances governing this type of work
shall be compied with whether or not specified herein.This permit will
expire and become null and void if construction authorized is not
commenced within I80 days of the date of issuance,or if construction is
suspended for a period of 180 days at any time after work has commenced.
The applicant is responsible for assuring all required inspections are
requested in conformance with the State Building Code.This permit may be
revoked at any time for due cause.
� -,/�� � _�/ � �
App ant Permitee Signature Date Issu Signature Date
Builder Acknowledgement Form
Permit #2018-00196 / 585 Sandhill Drive
Builder Representative Name: ��P�vis� � v�r��"�
Permit Conditions: Initials
**NOTE CHANGE** Before scheduling an exterior insulation and/or drain tile inspection,a
foundation as-built survey must be submitted and approved by the City or a Stop Work order /j�
will be issued. L��
Schedule a minimum of one hour for the framin�inspection. �
Erosion control mechanisms must be installed and inspected by the City prior to any land
disturbing activities. The contractor must provide a minimum of a 24 hour notice prior to /`iJ�
inspection. �L
Erosion control shall be installed and maintained throughout the entire project and must �
remain until vegetation has been established.
Separate utility permits required for sewer and water connection. �
The curb stop should be protected from damage during construction. �
Prior to the issuance of a Certificate of Occupancy an as-built survey and hardcover calculations �
must be submitted and approved.
In the event of winter or other extended unfavorable weather conditions(which prevent the
completion of the exterior improvements and/or as-built survey)a Temporary Certificate of
Occupancy(TCO) may be necessary. A TCO requires a$10,000 escrow.
Advisory Comments
Any changes to the exterior/landscaping improvements, i.e. patios,grading, sidewalks, retaining
walls, etc. not currently shown on the approved survey and landscaping plan will require a
separate Zoning Permit application to be submitted and approved prior to the work
commencing.
Any retaining walls that are over 4-feet in height or tiered walls not separated by twice of the
height of the lower wall require engineered plans and a building permit to be submitted and
approved rp ior to construction.
w:\street files\sandhill drive\585\builder acknowledgement form 2018-00196.docx
PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS
Address: C J� �Qf`UV `� �I �+ �v� � L�, g�1 Permit No.: �� �� �YJ
Description of work: '`��/VV [�v V�✓� Date Rec'd: ���� � � b
Septic review by: ,-��(/U� �-- W(,�� Date Approved:
Zoning review by: Date Approved: J ' �� ' �
Building review by: y Date Approved: � �3 �
Grading review by: �� �dw ard�/c� Date Approved: J�' �0
Zoning District: 6�u.U�� � u� Zoning File#:
Resolution? Yes Reso#: Reso Date: Signed: Yes No Resolution/NA
Zoning: Lot Area: l � � SF/AC Width: Struct�ur�al Coverage: � �JJ 31 SF '.��•✓ � %
Survey Submitted: �es � No Date of Survey: Z`Z� �-- �� Revised date(?):
Landscape plan submitted? 0 Yes Landscaper: Y� ,S�.�WV� 0 No/ None proposed
Pro osed Setbacks: -�j' - C lld �`�=-
Front(L e) Rear(St t) (� S E W ) ( N �S E W ) Other Buildings Wetland
Side Side
7-�t �- '1 �d ' �7,��
Buildin Hei ht Anal sis: /\��w
Distance Between First Floor and defined Top of Roof" (�� ��,�'�
definition : � � , ��,�
.
First Floor Elevation from buildin lans : �� ',�;
�� m
Highest Existing ground level (per survey) or 10' above lowe: � �
whichever is lower: .`c� ��✓� -��1
Difference between b and c *: �'�J � �.�� Z, �.
DEFINED HEIGHT
*I#�►igpes��isr. . . �.�e;qhr;s-(d�,-(8�.: �e� ;��
'If hi hest existin ad'acent rade is below FFE-Hei ht is a + d �'��Z'
Shoreland District MCWD Permit Average Lakeshore Setback g�uff
Met?
Yes 0 No Permit Number: � �� � 7j� � Yes � No N/A 0 Yes No
� N/A—see attached Setback:
Stormwater Quality Existing Proposed
Overlay District Tier Hardcover Hardcover Variance Required CUP Required
circle one % and s % and s
^ _ �,�j�� � Yes No � Yes No
1 2 3 4 5 ���� G2n.,,� �� Type(s): Type(s):
?'�JIJ
Updated: June 2017
z:\forms\plan review checklist 06-2017.docx
Fees to be Char ed YES NO
Permit
Plan Review
State Surcharge
Investigation Fee
SAC—Number of SAC Units /-- (' �
Other(specify) �
S uare Foota e $ er S uare Foota e
Basement Z�" � x g71��, _ $ �,ZZ ,
1� Floor Z S X l b . Z. _ $ Z �f- 7Z• �,�
2nd Floo� X = $ �.� � Q i��
Garage Q X 7Q�� _ $
Estimated Construction Value: $ ���1/�
Orono Inspections Required Work Requiring Separate Permits
�Footing � Site Plumbing � Grading/Filling
Poured Wall Silt Fence/Erosion Control �Mechanical � Fire
Foundation Survey � Hardcover Removal �ffi Fireplace �,Water Connection
� Framing 0 Other(specify) � Masonry �Sewer Connection
� Waterproofing/Drain tile �$.Mfg. 0 Lawn Irrigation
O Foundation Waterproofing 0 Other(specify) � Landscaping
� Framing � Septic
� Insulation
As-Built Survey
Final
Lathe Required State Permits
0 Other(specify)
0 Well Electrical
REMARKS (in-house):
OFFICIAL REMARKS-TO BE NOTED ON PERMIT AND INITIALLED:
� See Builder Acknowledgement Form
0 Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved.
Updated: June 2017
z:\forms�plan review checklist 06-2017.docx
Christine Mattson
From: Adam Edwards
Sent: Friday, March 09, 2018 11:58 AM
To: Christine Mattson
Cc: Roger Peitso
Subject: RE: 585 Sandhill Drive/#2018-00196
Chris,
I've reviewed the subject grading plan and stamped it approved.
1. Perimeter sediment control measures must be installed by the contractor and inspected by the City prior to any
work, including demolition.Contractor must provide minimum 24 hour notice prior to inspection.
2. A separate utility permit will be required for the sewer and water connections.
3. Contractor should ensure the curb stop is protected for damage from construction activity.
Adam
From:Christine Mattson
Sent: Friday, March 09, 201810:06 AM
To:Adam Edwards<aedwards@ci.orono.mn.us>
Cc: Roger Peitso<rpeitso@ci.orono.mn.us>
Subject:585 Sandhill Drive/#2018-00196
Adam,
We received a building permit application for a new single family house at 585 Sandhill Drive. Please review and provide
comments.
Thank you!
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway � Orono � MN I 55356(physica/addressJ
PO Box 66 � Crystal Bay I MN I 55323-0066 (mailing addressJ
'� 952.249.4620 � 8 952.249.4616
� cmattson@ci.orono.mn.us � � www.ci.orono.mn.us
Office Hours: Monday-Friday 8 am to 4:30 pm
1
�-��o
�I��' C�F Q�RC�N�
� �
RESOLUTION OF THE CITY COUNCIL
� ��
`n �' N O. �i� �i � `�.
t"�kFSHo��" , ,.
ItP�TTD District Minimum Proposed Flexibility
SFR Standard Lot Standards Re uired?
Minimum lot size: 15,000 square feet 7,500 s.£—66,000 s.f. Yes
(incl.wetlands)
24 of 391ots< 15,000 s.f.
Minimum lot width at setback line: 90 feet 65 feet ./45 feet min. Yes
Minimum lot de th: 125 feet Varies- all 125' + No
Minimum front building setback(to 25 feet With blvd. sidewalk: 25' yes
internal streets): W/O blvd. sidewalk: 20'
Minimum rear or side setback to 50 feet 50 feet No
Wa zata Blvd W and OCB Rd:
Minimum side setback to internal street: 25 feet 10 feet Yes
Minimum side yard setback: 10 feet 5 feet, 7.5 feet, or 10 feet Yes
Per Setback Exhibit attached
as Sheet B-19
Minimum rear yard setback: Lesser of 40' or Lesser of 40' or �
20% of lot de th 20%of lot de th '
Wetland building setback: Greater of 35 feet or Greater of 35 feet or No
MCWD buffer lus 10 feet MCWD buffer lus 10 feet
Buildin hei ht: M�imum of 30 feet (Not defined) No
All dwelling units, including manufactured homes, shall have a depth of at least 20 feet for at least 50
percent of their width. All dwelling units, including manufactured homes, shall have a width of at least No
20 feet for at least 50 ercent of their de th.
16. Floor Area Ratio (FAR). Zoning Code Section 78-1403 limits Lot Coverage by
Structures for lots less than 2 acres in area to 15%. For this development the 15%
Lot Coverage limitation shall not be applicable. Per the RPUD standards an
individual lot Floor Area Ratio (FAR= gross area of all floors divided by�oss lot
area) of 0.5.sha11 be applicable. The FAR calculation shall include the square
footage of all enclosed spaces including garage space,basement,interior rooms and
enclosed proches.
17. Hardcover. By virtue of the RPUD zoning, per 78-1701(4)(a) the property is
assigned to Hardcover Protection Tier 4, which allows up to 50%hardcover of the
gross lot area. Only the smallest of the proposed lots would appear to approach
that limit.
18. Public Streets. All 39 lots will be served by a new internal public road system to
be platted as public roads and to be constructed by the developer to City standards,
with minimum paved road width of 32 feet (back of curb to back of curb) and
Page 7 of 20
Nernr Construction Energy Code Compliance Certificate
Date Certificate Posted
Per R4013 Building Certificate.A building certificate shall be posted on or in the electrical distribution panel.
Malling Address o(the Dwelling or DweWng Unit
Name of Residential Contrector MN Liceuse Number
David Weekle Homes
c�� ri.o ro
7800-Barlow
THERMAL ENVEL PE RADON CONTROL SYSTEM
Type:Check All That Apply X Passive(No Fan)
o �,
�
k�� � ��'` � �
4
;, � r � E. Active(�th fan and monometer or
�i�y�i�� '' ��� � ro _ •o o � other system monitoring device)
P p 0.
A �
� a ° � b �j ,, � � Location(or future Location)of Fan:
� Q � W � a � �y �
� .o Z � � U � u" W °
Insulation Locaiion � o
'� v�i C � .o � � bll bD
� � �
h p Z w w ri w° � u: rr Other Please Describe Here
Below Entire Slab X
Foundation Wall R-15 X R-10 Exterior,R-5 Interior
Perimeter of Slab on Grade X
Rim Joist(lst Floor) f2-2� X interior
Rim Joist(2nd Floor) f�-2� X
wau R-21 X
Ceiling,tlat R-49 X
Ceiling,vaulted R-49 X
Bay Windows or cantilevered areas R-30 X
Floors over unconditioned areas R-30 X
Describe other insulated areas
Buildin Envelope air Ti htness: Duct s stem air ti htness:
�ndows 8 Doors Heating or Cooling Ducts Oufside Condifioned Spaces
Average U-Factor(excludes skylights and one door)U: 0.31 Not applicable,all ducts located in conditioned space
Solar Heat Gain Coefficient(SHGC): 0.29 R-8 R-value
MECHANICAL 51(STEMS Make-up Air Selecta Type
Appliances Heating System Domestic Water Heater Cooling System X Not required per mech.code
Fue1 Type NAT GAS NAT GAS R-410A Passive
Manufacturer B ant Rheem B ant Powered
Interlocked with e�chaust device.
Model 912SC42080S17 PROG5042NRH67PV BA13NA036 Describe:
Tnput in 80000 Capacity in 50 Output in 3 Other,describe:
Rating or Size B�S� Gallons: Tons:
AFL1E or 92�/a SEER or 13 Location of duct or system:
f�ciency HSPF% EER
HEATLOS$ HEATGAIN COOLINGLOAD
SIDENTIAL LOAD CALC
57,137 27,942 34,104 cfin�s
roun uc
Mechanical Ventilation S stem "metal duct
Describe any additional or combined heating or cooling systems if installed:(e.g.two fiunaces or au Combusfion Air Select o Type
source heat pump with gas back-up fiunace Not required per mech.code
Se[ect Type X Passive
Heat Recover Ventilator(HR� Capacity in cfins: Low: High: Oiher,describe:
Energy Recover Ventilator(ERV)Capaciry in cfms: Low: 50%=88 High: 100°/a=200 Location of duct or system:
Balanced Ventilation Capciry in CFMS: fU�tlBC@ f001T1
Locations of Fans,describe: Cfin's
Capacity continuous ventilation rate in cfms: $$ 4 "round duct OR
Total ventilation(intemuttent+continuous)rate in cfms: 175 "metal duct
Site addras pne
`°"""`°` Sabre Plumbing 8� Heating `°°'D� Michael H
Section A
Ventilation Quantity
(Determine quantlty by using Table R403.5.2 or Equation 11-1)
Square feet(Condkioned area including 4912 Total required ventilaYron 175
Basement—finished or unfinished)
4 Continuous ventilation ��
� Numberofbedroams
Diredions-Determine the total and continuous ventilation mte by either using Table R403.5.2 ar equotion 11-1.
The table ond equation are below
Table R403.5.2
Total and Continuous Ventilation Rates in cfm
Number of Bedrooms
1 2 3 4 5 6
Conditioned space(in Total/ Total/ Total/ Total/ Total/ Total/
1000-1500 60/40 75/40 90/45 105/53 120/60 135/68
1501-2000 70/40 85/43 100/50 115/58 130/65 145/73
2001-2500 80/40 95/48 130/55 125/63 140/70 155/78
2501-3000 90/45 105/53 120/60 135/68 150/75 165/83
3001-3500 100/50 115/58 130/65 145/73 160/80 175/88
3501-4000 110/55 125/63 140/70 155/78 170 85 185/93
4001-4500 120/60 135/68 150/75 165/83 180/90 195/98
4501-5000 130/65 145/73 160/80 175/88 190/95 205/103
5001-5500 140/70 155/78 170/85 185/93 200/100 215/108
5501-6000 150/75 165/83 180/90 195/98 210/105 225/113
Equation 11-i
(0.02 x square feet of conditioned space)+[35 x(number of bedrooms+1)]=Total ventilation rate(cfm)
Total ventilation—The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate
average,for each one-hour period according to the above table or equation.For heat recovery ventilators(HRV)and energy
recovery ventilators(ERV)the average hourly ventilation capacity must be determined in consideration of any reduction of
exhaust or out outdoor air intake,or both,for defrost or other equipment cycling.
Continuous ventilation-A minimum of 50 percent of the total ventilation rate,but not less than 40 cfm,shall be provided,
on a continuous rate average for each one-hour period.The portion of the mechanical ventilation system intended to be
continuous may have automatic cycling controls providing the averege flow rate for each hour is met.
r'
Section B
Ventilation Method
(Choose efther balanced or exhaust only)
� Balanced,HRV(Heat Recovery Ventilator)or ERV(Energy Recovery Exhaust only
Ventilator)—cfm of unit in low must not exceed continuous Continuous fan rating in cfm
Low dm: �Q High cfm: noo Continuous fan roting in cfm(capacity must not exceed
�� L continuous ventilatfon reting by more than 100%)
Diredions-Choou the method of ventllatlon,ba/anced or exhaust only.Balanced ventllallon rystems ore rypknlly HRV or ERWs.
Enter the low and high cfm amounts.Low cfm air flow must be equol to or greater than the requlred mntlnuous ventilatlon rote and
less than 100%greoter than the continuous rate.(For instance,if the low cfm!s 40 cfm,the ventllatlon jan must not exceed 80 cfm.J
Automatic controls moy ollow the use of a larger fon that is operoted a percentaye ojeoch hour.
Section C
Ventilation Fan Schedule
Descri tion Location Continuous Intermittent
Diredlons-The ventilotion fan schedu/e shou/d descrlbe what the fan is for,the location,cfm,ond whetlier k is used for continuous
or intermittent ventilation.The jan that!s chase for contlnuous ventllotbn must be equal to or greoter than the low cfm alr rating
and less than 300%preater than the continuous rote.(For instance,if the low cfm is 40 cfm,the continuous veniilation fan must not
exceed 80 cJm.)Auromatic connols moy allow the use of a larger fan that is operated o percentage of eoch hour.
Sedion D
Ventilation Controls �
(Describe o eration and control of the continuous and intermittent ventilation
ERV has wall contrd-set to 5096=88 CFM
ERV has wall control-set l0100%=200CFM
Directions-Describe the opemtion of the ventilatlon system.There should be odequate deta7l for p/an reviewers and lnspectors ro veriJy deslgn and
installotion complionce.Related trades olso need adequate detoil jor plocement of conhols ond proper operotlon oj the building ventilotion.lf exhaust fons
ore used for bullding ventilatlon,describe the operatlon and/xation of any coMrols,lndicators and legends.If an ERV or HRV is to be insta/led,descrJbe how
it will be instolled.If it wlll be con�reded and interfaced wJth the air handdng equipment please describe such connedJons as deMlled in the manujactures'
installation lnstructions.lf the instollation Instructions require or recommend the equipment to be inrerlocked with the air handling equipment Jor proper
operatlon,such(nterconnection shal/be made and described.
Directions-In order to determine the makeup air,Table 501.4.1 must be filled out(see below).For most new installations,column A will 6e appropriate,however,if
atmospherically vented appliances or solid fuel appliances are installed,use the appropriate column. Please note,if the makeup airquantity is negative,no additional makeup air
will be required for ventilation,if the value is positive refer to Table 501.4.2 and size the opening.Trensfer the cfm,size of opening and type(round,recW ngutar,flex or rigid)to
the last Ilne of section D.
Tabie 501.4.1
PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS
Additional combustion air will be rc uired for combustio�a Iiances,see KAIR method for calculations
One or muhiple power One or multiple fan- One atmospheriwlly vent Multiple atrtwspherical-
vent or direct vent ap-pliances assisted appliances and power gas or oil appliance or one solid ly vented gas or oil appliances
ornocombus-tionappliances ventordirectventappliances fuelappliance orsolidfuelappliances
Column D
Column A Column B Column C
1• 0.15 0.09 0.06 0.03
a)pressure factor
(cfm/sf)
b)conditioned floor area(sf)(Including
unfinished basements) 4912
Estimated House Infiltrotion(cfm�:[1a ]37
x 1b]
2.Exhaust Capaciry
a)continuous exhaustonly ventilation system ERV=O
(dm);(not appliwble to ba-lanced ventilation
systems such as HRV)
b)clothes dryer(cfm) 135 135 135 135
t)80%of largest exhaust reting(cfm);
Kitchen hood typically 240
(not applicable if recirculating system or if
powered makeup air is electrially interlocked
d)80%of next largest ezhaust reting NOt
(cfm�;bath fan rypically qppliCdble
(not applicable if recirculating system or if
powered makeup air is electritally interlocked
ToW I Exhaust Capacity(cfm); 375
[2a+2b+2c+2d]
3.Makeup Air Quantity(cfm) 375
a)total exhaust capacity(from above)
b)estimated house inflitretion(from 737
above)
Makeup Afr Quantity(cfm�;
[3a-3b) -362
(if value is negative,no makeup air is needed)
4.FormakeupAirOpening5izing,reter NOT REQ��
to Table 501.4.2
A.Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances.(Power vent and direct vent
appliances may be used.)
B.Use this column if there is one fan-assisted appliance per venting system.(Appliances other than atmospherically vented appliances may also be included.)
C.Use this column if there is one atmospherically vented(other than fan-assisted)gas or oil appliance per venting system or one solid fuel appliance.
D.Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or al appliances and solid
fule appliances.
f
Table 501.4.2
Makeup Air Opening Sizing Table for New and Existing Dwelling Units
One or multiple power One or mukiple fan- One atmospheriwlly vented Multiple atmospherically Duct di-
vent,dired vent ap- assisted appliances and gas or oil ap- vented gas or oil ap- ameter
pliances,or no combus- power vent or direct vent pliance or one solid fuel pliances or solid fuel
tion appliances appliances Column B appliance appliances
Passiveopening 1-36 1-22 1-15 1-9 3
Passiveopening 37-66 23-41 16-28 10-17 4
Passiveopening 67-309 42-66 29-46 18-28 5
Passive opening 130-163 67—300 47—69 29—42 6
Passiveo enin 164-232 101-143 70-99 43-61 7
Passiveo enin 233-317 144-195 100-135 62-83 8
Passiveopening 318-419 196-258 136-179 84-110 9
w mo rized d m er
Passiveopening 420-539 259-332 180-230 li1-142 10
w motorized dam er
Passive opening 540—679 333—419 231—290 143—179 11
w/motorized damper
Powered makeup air >679 >419 >290 >179 NA
Notes:
A.An equivalent length of 100 feet of round smooih metal duct is assumed.Subtrect 40 feet for the exterior hood and ten feet for each 90-degree elbow to
determine the remaining length of straight dud allowable.
B.If flexible duct is used,increase the duct diameter by one inch.Flexible duct shall be rtretched wfth minimal sags.Compressed dud shall not be accepted.
C.Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed.
D.Powered makeup air shall be electrically interlocked with the largest exhaust system.
Combustion air
Not required per mechanical code(No atmospheric or power vented appliances)
� Passive(see IFGC Appendix E,Worksheet E-1) Size and type 3"RI Id,4"Flex
Other,describe:
Explanation-If no atmospheric or power vented appliances are installed,check the appropriate box,not required.If a power vented
or atmospherically vented appliance installed,use IFGC Appendix E,Worksheet E-1(see below).Please enter size and type.Combustion
air vent supplies must communicate wRh the appliance or appliances that require the combustion air.
Section F calculations follow on the next 2 pages.
� �
Diredions-The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening,is called the Known Air
Infiltration Rate Method.For new construction,4b of step 4 is required to be filled out.
IFGC Appendix E,Worksheet E-1
Residential Combustion Air Calculation Method
(for Furnace,Boiler,and/or Water Heater in the Same Space)
Step 1:Complete vented combustion appliance information.
Furnace/Boiler: 80000
raft Hood �an Assisted �irect Vent Input: Btu/hr or Power Vent
water Heater: 40000
reft Hood �Fan Assisted �irect Vent Input: Btu/hr or Power Vent
Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances. ,�79,1
The CAS includes all spaces conneded to one another by code comptiant openings. CAS volume: ft3
LxWxH 16 L 14 W�H
Step 3:Determine Air Changes per Hour(ACH)1
Default ACH values have been incorporeted into Table E-1 for use with Method 4b(KAIR Method).If the year of construction or ACH is not known,use
method 4a(Standard Method).
Step 4:Determine Required Volume for Combustion Air.(DO NOT COUNT DIRECT VENT APPLIANCES)
4a.5tandard Method
Total Btu/hr input of all combustion appliances Input: Btu/hr
Use Standard Method column in Table E-1 to find Total Required TRV: ft3
Volume(TRV)
If CAS Volume(from Step 2)is greo ter ih an TRV then no outdoor openings are needed.
If CAS Volume(from Step 2)is less th an TRV then go to STEP 5.
4b.Known Air Infiltretion Rate(KAIR)Method(DO NOT COUNT DIRECT VENT APPLIANCES)
Total Btu/hr input of all fan-assisted and power vent appliances Input: ��� Btu/hr
Use Fan-Assisted Appliances column in Table E-1 to find RVFA: 3000 ft3
Required Volume Fan Assisted(RVFA)
Total Btu/hr input of all Natural draft appliances Input: O Btu/hr
Use Natural draft Appliances column in Table E-1 to find RVNFA: � fta
Required Volume Natural dreft appliances(RVNDA)
Total Re uired Volume TRV =RVFA+RVNDA TRV= �OOO + O _ 3000 TRV ft3
Step 5:Calculate the retio of available interior volume to the total required volume.
Ratio=CAS Volume(from Step 2)di vlded by TRV(from Step 4a or Step 4b)
Ratio= 1792 / 3000 = 0.60
Step 6:Calculate Reduction Factor(RF�.
RF=lminus Ratio RF=1- O.VO = O•TO
Step 7:Calculate single outdoor opening as ff all combustion air is from outside. 40000
Total Btu/hr input of all Combustion Appliances in the same CAS Input: Btu/hr
(EXCEPT DIRECT VENT)
Combustion Air Opening Area(CAOA):
Total Btu/hr d i vi d ed by 3000 Btu/hr per inz CAOA= 40000 �3000 Btu/hr per inz= �3•33 inz
Step 8:Calculate Minimum CAOA.
MinimumCAOA=CAOAmukiplied by Rf MinimumCAOA= �3.33 x o.40 = 5.37 ���
Step 9:Calculate Combustion Air Opening Diameter(CAOD)
CAOD=1.13 m ultiplied by the sq u o►e ►oot of Minimum CAOA CAOD=1.13�Minimum CAOA= 2'62 in.diameter go up one inch in size
if using flex duct
1 If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures in Section
G304.
c �
IFGC Appendix E,Table E-i
Residential Combustion air(Required Interior Volume Based on Input Rating of Appliance)
Input Rating Standard Method Known Air Infiltration Rate(KAIR)Method(cu ft)
(Btu/hr)
Fan Assisted or Power Vent Natural Draft
1994to present Pre-1994 1994 to present Pre-1994
5 000 250 375 188 525 263
30 000 500 750 375 1 O50 525
15 000 750 1125 563 1575 788
20 000 3 000 1500 750 2100 1050
25 000 1250 1875 938 2 625 1313
30 000 1500 2 250 1 125 3 150 1575
35 000 1750 2 625 1313 3 675 1838
40 000 2 000 3 000 1500 4 200 2 300
45 000 2 250 3 375 1688 4 725 2 363
50 000 2 500 3 750 1675 5 250 2 625
55 000 2 750 4125 2 063 5 775 2 888
60 000 3 000 4 500 2 250 6 300 3 150
65 000 3 250 4 875 2 438 6 825 3 413
70 000 3 500 5 250 2 625 7 350 3 675
75 000 3 750 5 625 2 813 7 875 3 938
80 000 4 000 6 000 3 000 8 400 4 200
85 000 4 250 6 375 3 188 8 925 4 463
90 000 4 500 6 750 3 375 9 450 4 725
95 000 4 750 7125 3 563 9 975 4 988
100 000 5 000 7 500 3 750 10 500 5 250
105 000 5 250 7 875 3 938 11025 5 513
110 000 5 500 8 250 4125 11550 5 775
115 000 5 750 8.625 4 313 12 075 6 038
120 000 6 000 9 000 4 500 12 600 6 300
125 000 6 250 9 375 4 688 13125 6 563
130 000 6 500 9 750 4 875 13 650 6 825
135 000 6 750 10125 5 063 14175 7 088
140 000 7 000 30 500 5 250 14 700 7 350
145 000 7 250 10 875 5 438 15 225 7 613
150 OW 7 500 11 250 5 625 15 750 7 875
155 000 7 750 11625 5 813 16 275 8138
160 000 8 000 12 000 6 000 16 800 8 400
165 000 8 250 12 375 6 188 17 325 8 663
170 000 8 500 12 750 6 375 17 850 8 925
175 000 8 750 13 125 6 563 18 375 9188
180 000 9 000 13 500 6 750 18 900 9 450
185 000 9 250 13 875 6 938 19 425 9 713
190 000 9 500 14 250 7125 19 950 9 975
195 000 9 750 14 625 7 313 20 475 10 238
200 000 30 000 15 000 7 500 23 000 10 500
205 000 10 250 15 375 7 688 21525 10 783
210 000 30 500 15 750 7 875 22 050 11025
215 000 10 750 16125 8 063 22 575 11 288
220 000 11000 16 500 8 250 23100 11550
225 000 11250 16 875 8 438 23 625 11 813
230 000 11 500 17 250 8 625 24150 12 075
1.The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code.The default KAIR used in this section of the table is
0.20 ACH.
2.This section of the table is to be used for dwellings constructed prior to 1994.The default KAIR used in this settion of the table is 0.40 ACH.
CITY OF ORONO
BUILDING PERMIT APPLICATION
FOR NEW STRUCTURES OR ADDITIONS
�O A ,O Mailing Address: Permit number: "� P� - Q/Q
��� PO Box 66 '- c�
� Crystal Bay, MN 55323-0066 Date received: a ����' lJ
�
Street Address:� Received by: f
yF �� 2750 Kelley Parkway �� Plan review fee: �I 33�� 7�
�qkfs ri��� � Orono, MN 55356 fl,�� �0��--�-p j� �
Main: 952-249-4600 �1� Total Fee: ��. ^
Fax: 952-249-4616 www.ci.orono.mn.us p�
This application form must be completed in full and all required information must be bmitted.
Incomplete applications will be returned. (Please print) '
GENERAL INFORMATION:
Job Site Address: SR��a��h;,,,,�,�P
Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes ❑ No
/f yes,a specia/event permit is required with Po/ice Department and City Council approva/60 days prior to the event. Shuttle bus service will be
required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed.
CONTRACTOR/APPLICANT INFORMATION:
N8171e: David Weekley Homes
State License# ac69�sns Expiration Date:
Phone: (cell) siz.��s.2s2� (office)
Mailing Address: 12800 Whitewater Drive. Suite 20 Clt : Minnetonka ZIP: 55343
COntBCt PersOn: Kevin Cummins Applicant is: Contractor / Homeowner (Circle One)
EfTl81� aCld�Of F2X: kcummins@dwhomes com
PROPERTY OWNER INFORMATION:
Name: *same as aeo�e*
PhOne �day�: Melissa Johnson 612.462 6932
Address: *same As Abo�e* City: ZIP:
EfTl81� 81lCj�Of F8X mjohnson@dwhomes.com
ARCHITECT/ENGINEER INFORMATION:
Name: mUmern&KUip
Phone (day): zis.6a6.aooi
Add�eSS: zo South�naple StreeL suite�so Clty:Ambler,PA Z�P: 19002
Email and/or Fax:
PROJECT INFORMATION: Description of pro�ect:
1.Type of Project 2. Proposed Use 3. Structure Type 4. Sewage Disposal&
Water Supply
0 New Construction � Single Family with ❑Accessory Bldg./Garage
❑Addition attached garage ❑ Deck � Public Sewer
❑Accessory Building ❑ Single Family with ❑ Office/Commercial
❑ Relocation detached garage � Residence ❑ Private Sewer
❑ Other: (specify) ❑ Multiple Family/Condo ❑ Retaining Wall(s)
❑ Public 4-feet or greater � Public Water
**Any earth movement may also require ❑ Commercial ❑ Storage
MCWD review 8�permits. ❑ Industrial ❑Warehouse ❑ Private Well
Minnehaha Creek Watershed District(MCWD) ❑ Other: (speCify) ❑ Other(speCify)
15320 Minnetonka Blvd
Minnetonka,MN 55345
Phone: 952-471-0590
Fax: 952-471-0682
www.minnehahacreek.or
Estimated Construction Valuation (excluding land) $ zso,000 ���'����
�EB 2 3 2018
Last Updated: January 2016 (`,�T1(OF ORONO
STRUCTURE INFORMATION:
1.Structure Dimensions � 1.Structure Dimensions(continued)
a. Length(ft.)= � Number of bedrooms=�_ 2. Occupancy: ��l v� !
b.Width(ft.)= L' Number of garage stalls —
3. Occupant Load:
Areas in square feet Attached=�
c. Basement= ! � Detached= 4. Type of Construction: ��
d. 15t Story = �`'��
e.2"d Story= 5. Code Edition:
�D�S� �"I�,��
f. '/z Story =
g. Total Area=
REQUIRED SUBMITTALS:
All of the information must be submitted in order for your application to be processed:
Not
Enclos d A licable
❑ Buildin Permit Escrow A reement and Fees
❑ Plan Review Fee
❑ Com leted A lication Form
❑ Pro osed Buildin Plans–2 full size sets,to scale and 1 reduced 11 x 17 or 8'/z x 11 set
❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements
❑ Surve –2 full size,to scale meetin ALL surve requirements
C� ❑ Hardcover Calculations
❑ �' Se tic S stem Certification
❑ Minnehaha Creek Watershed District(MCWD)Permit or
Documentation from MCWD statin no ermit is re uired
❑ Landsca e Walls and/or Retainin Wall Plans
❑ ❑ Stormwater Pollution Prevention Plan SWPPP
❑ ❑ Access Permit
❑ ❑ Data Privacy Advisory Form
APPLICANT/OWNER ACKNOWLEDGEMENT:
• Agrees to provide ail information required or requested by the Building Department;
• Agrees to pay the City of Orono for engineering consultant review costs in excess of$500;
• Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are
solely responsible for submitting a complete application being aware that upon failure to do so,the staff has no alternative but to
reject it until it is complete;
• Acknowledges the Escrow Agreement is completed and signed;
• Understands some or all of the information that you are asked to provide on this application is classified by State law as either
private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of
the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our
purpose and intended use of this information is to annually update our records and records of other governmental agencies
required by law. If you refuse to supply the information,the application may not be issued.
• Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the
Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000
escrow to ensure completion of the as-built survey and all site improvements.
ApplicanYsSignature: Date: �/2 Z��a
Owner's Signature: Date:
Last Updated: January 2016
�
>�
} ���� � Page of
crni«dsaea 10l14
I NTE RTEC
TheScienceYouBuildOn. Dp�'y S��' Obse�pt��n NOteS
Project No.: Date: Report No.:
Project Name: ' ' ' = Project Location: � ` �\'� =' � �Y' - '�y
Client: � Temp/Weather:
l.,
Project Manager: - ` �` ' Time Arrived: Departed:
•
Areas Observed: O Building Pad O House Pad O Roadway O Pkng/walks O Footing
❑ Proof Roll ❑ Other(describe)
Soil report available? � Yes ❑ No Report reviewed? � Yes ❑ No Report prepared by: �eccoPy
Benchmark: Benchmark elevation : Benchmark provided by: f, ,
Finish floor elevation : Bottom of footing elevation : Bottom of excavation elevation:
Approved plans available? � � Specified compaction : Fill source:
Oversizing appears adequate? 0 NA � Yes ❑ No Soils observed agree with Soils report? ❑ Yes ❑ No
Soils appear adequate for design loads? � Yes ❑ No Proposed project bearing capacity(psf):
Contractor notified of results? Q Yes ❑ No Name of person notified: -
Was a copy of this report left on site? � Yes ❑ No If so,whom was it submitted to? , �� � �
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PerFormed By: ' : Reviewed By: Date:
This is a preliminary report and is provided solely as evidence that field observaiions and/or testing was performed. Observations and/or conclusions and/or
recommendations conveyed in the final report may vary from,and shall take precedence over,those indicated in a preliminary report.
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DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE / SCHEDULED ;.� �b�
PERMITNO. �I$"�OO Q/�co er
ADDRESS �
OWNER TELEPHONE NO. /" 3 �7�JS
CONTRACTOR ��G
i
� DESCRIPTION
4~j ❑ FOOTING ❑ DEMO-FINAL / ❑ SEPTIC FINAL
� ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
Q ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
_
� ❑ DEMO-SITE ❑ SEPTIC INSTALL
? OWNERK:OMRACTOR TO MEET YiOU:_YES_NO
� COMMENTS: ,��6 s G T.�7'�� ��5..:�•T
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�ORRECT W�RK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY
O ❑(�RRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
O CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN
INSPECTOR W{LL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Ca11 br the next inspection 24 hours in advanoe. (952) 249-4600
OwnerlContractor on site:
Inspector: Q�T�
White CopyAnapector's File Cenary CopylSite N�ice
l V
>
DATE TIME
ITY OF ORONO CALLED IN �� �
INSPECTION NOTICE SCHEDULED
PERMR NO.������g� COMP �
ADDRESS ��� �� P d ' � p
OWNER TELEPHONE NO.��'?-3�3"73l-S�
CONTRACTOR � �
�'' DESCRIPTION d
❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
�OURED WALL ❑ PLUMBING RI ❑ EXGAV/GRADING/FILLING
Q ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑TREE REMOVAL
Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
_ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
J ❑ DEMO-SITE ❑ SEPTIC INSTALL
2 O'WNERICONTRACTOR TO MEET YiDU:_YES_HO
y COMMENTS: -►
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V BEFORE C0�/ERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP OROER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION RE(]UIRED.CALL TO ARRANGE ACCESS.
Call for the next ir�spection 24 hours in advar�e. (952) 249-4600
OwnerlContractor on site:
Inspector:
Whits CopYAnspector's File Canary CopylSib NoNos
/ �DATE TIME
CITY OF ORONO CALLED IN �
INSPECTION N T SCHEDULED � �
PERMIT NO. � � D�p coM ED
�
ADDRESS
OWNER TE E HONE NO � �a
CONTRACTOR
�. DESCRIPTION
t~y ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
v3 FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL
�THE ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
_
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2 OYYNERlCONTRACTOR TO MEET YiOU:_YES_NO
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O O CORRECT WORK����R REINSPECTION TEMPORARY
V BEFORECONERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pH0T0 TAKEN
INSPECTOR VYILL RETURN
❑STOP OROER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Ca11 ror the next inspection 24 hours in advanoe. (952) 249-4600
OwnerlContractor on site:
�
inspe�tor:
Whits Copyllnspectors FlM Cenary CopylSke Notiee
22x34 1/2" = 1'-p„
11 x 17 1/4" = 1'-0"
s'-o° �s" �o'-o° DRAWING SCALE
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LOt: 07 The measurements,dimensions,end other
Z D Z o� z soo� David Weekley Homes ��8.��«������
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� coUelF snD qd NVs�1�•oc. F6�B625 SFIAI.L BE A5 It�IGAT�ON FitAMN6 PL.ANS.
caELE ra�rUiE WC w�L3�Zv oc. •BUq.pER TO VBiIFY GORIiD510N-RESISTANGE GOFPATIBILITf OF •FA4E NAIL FULTI-PLY 2c BFJ�ltS!FEADBLS YY 3-RqVS OF IpA
. �a.E�e ror ruie vr� IWaoa�w�s N��wr�� HARDYIARE t FASTBERS IN GONTAGT rJ P�VATNE-TREAIID WVLS e 12'OG.STA66�. APPLY NAILM6 FROM BOiH FALES e
ior MA7E IJP�cofaets t dJaA w�13 WOOD.GGNTPLT L.IR�2 t HARDYL4�SUPPLI6t5 TO GO�RD. 3-PLY OR 6REATHZ. UfILIZE 2 ROWS OF NAILS FOR acb<D�B.
a1�FitNs rwi5 .Fp0TiN65 AI�SLABS ON 6RADE SHALL BEAR ON VIRbIN SOIL OR
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NOT 5: EA5E5,AI�oTiER LOGATIOWS YtBtE SLA6 GRAGKS A�LIKB.Y NR�ER oF JK.K S71A5 I�fdJIR�,UN.O_
I. LATERAL ANALY515 ASiUI'�ES S1UD 51'P41N6 0 16'o.c. T�� •��� L���j IN ROOR SYSTR'I IR�I1LL POSTS �iJ N
� 1.� ALL SHEAR lNALLS SHALL HAVE DWBLE TOP PLATES '���T��������YI QF 7}E D�TH GON�INbUS TO FIDI9EP�RIN6. 9LAGICIN6 TO MATGH POST ABOVE. ILI �
FASTENED iOGETHER N 12d AT H'OG.USE(12)12d AT �����F�A 4��� } O
EP4H LAP SRIGE,(6)EAGH SIDE oF JOINT.(TYP.V NOJ •JpINTS SIiALL BE I.pGAT�O 10�-0�OL.(TlEGOM'EIID��OR �
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6RANILAR FILL ON 95% •RoioR 51EA7HIN6 511AI.L�9'i oR�'Go1FORMIN6 ro P52-04, *_T
GOhff'AGTED FILL/VIR61N SOIL 24'OL,EM'05URE I,TON6UE hlm 6ROpVE 9a6E5,FAS7Bl w
SFEATHMb TO FRAMINS F8�E6t5 W/61l�MD IOd GOMMON NAILS ,!�
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6RANX.AR FILL ON 95AS APPROPRIATE FOR FB�BER 517E.uNA.
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w�ra�i ceu.ir�.ioisrs e ibna•oc.
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5 W.
2MI6 F�5U2E I(OR APPROVED Ep1A1.). FAST@!TO FRAMIN6 N
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PROP�5510NAL PLAN GERTIPIGATION •FAST@1 EAGFI RDOF Tlill�.fi TO TOP RATE W/SIFWSON H25T GLIP M
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GLIPS AT 2-PLY 61RD82 TpYfES,(3)H2ST GUPS AT 3-PI.Y W
I HEREBY GERTIFY iHAT THIS PLAN, bIRDER 1RU55E5!RDOF BFJJ�S-AT ALL BFJ�RINb PdNT$.
SPEGIFIGATION,OR REPORT WAS PREPARED BY ME OR � �
UNDER MY DIREGT SUPERVISION AND THAT I AM DULY ���� ��T�-����IFI�BY TFf MM�AGT�,UND. ,(� � c
LIGENSED PROFESSIONAL ENGINEER UNDER THE LAWS
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OF THE S7ATE OF MIN�IESO7A � ���� ����� FOR Re�IBV AND APPRpVAL pRIOR TO FABRIGATION OR DQINEKI'.
%I •9iGGT MD INSTNLL RDbF TRU5fiE5 P6t YffGA t 7PI5 BG51 I-0B Sht�
r, . .� '6UIOE TO fi00D PRALTIGE Fd2 HA�LIN6,INSTALLIN6 t BRPGIN6
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� ` � �` LEGAL DE
, s� O S G R I P T/O N N O T E S: L E G E N D:
LOT 7,BLOCK 1,ORONO PRESERVE,HENNEPIN
�� ` •�Q / C O U N T Y,M I N N E S O T A. 1. SURVEY PREPARED FROM ALLIANT ENGINEERING,INC. ��4.O EXISTING ELEVATION
v' /I � GRADING PLAN DATED JULY 7,2017. 934.O PROPOSED ELEVATION
�� LOT AREA:
I `��/ 2. BEARINGS ARE ASSUMED PER PLAT �� DIRECTION OF DRAINAGE
m ` ��8 MPERV OUS AREA=S3�,9 6 SQ.FTl(26 0�RES 3. BUILDING DIMENSIONS SHOWN ARE BASED ON FIRST
` � � 1029.5 � FLOOR ARCHITECTURAL PLANS.ALL DIMENS:ONS AND CS CURB STOP
BUILDING FOOTPRINT AREA =3,058 SQ.FT.
a�� I DRIVEWAY =658 SQ.FT. LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH THE
X ` 44�S�Onll I PORCH = 161 SQ.FT. ARCHITECTURAL PLANS. EOF EMERGENCYOVERFLOW
`7 SIDEWALK =23 SQ.FT. LFE LOWEST POSSIBLE FLOOR
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, � �' �i w �� � BENCHMARKS: rc roP oF cuRe
� �o �� � I o j � TNH LOCATED ALONl3 THE NORTHWEST LINE � IRON MONUMENT FOUND
N 4' SIDE-N� � �� a OF LOT 8,BLOCK 1,ORONO PRESERVE,
� wALK + � �Co� a p HAVING AN ELEVATION OF 1029.34 FEET NAVD ❑E ELECTRIC BOX
� I j�� 29. ❑
- � TELEPHONE BOX
+ PROPOSED ELEVATIONS: LEGEND ❑C CABLE NBOX
,-- �
W � � � j PORCH �
- ---` �-r�--��4�------- , FI RST FLOO R =1034.0 EXISTING TREE/WOODLAND BOL�NDARY O SET CAP IRON MONUMENT i 8425
� 10322 �„ TOP OF FOUNDATION = 1032.2 p
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� i �03� 9 � BASEMENT FLOOR =1023.5
� i GARAGE I � LOWEST POSSIBLE FLOOR = 1023.5 SIGNIFICANT CONIFEROUS TREE TO REMAIN OO STORM MANHOLE
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� ioz3.5 �---________ DAVID WEEKLEYHOMES PLAN.•
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--------- -50---=---- SIGNIFICANT DECIDUOUS TREE 1"O BE REMOVED i
�\ ' (ELEV.A)
' H OUSE � PLAN#7800-A ADDITlONAL SIGNIFICANT TNEES'-OFFSITE � EXISTING TREE o
PLAN DATE:REV.03/22/17
' 9 FT-FULL � 0 1 ADDITIONAL STEP WETLAND MONUMENT o
i
, BASEMENT- � � CITY OF BUILDINGPAD �
r�-i � 7800-BARLOW ` � ORQNO
ELEV. ��A�� BFE � N ADDRESS: • 5` � _�=� s � PRESILTFENCE �
I ADDITIONAL STEP 1023.5 ' N � 585 SANDHILL DRNE SITE PLAN v� GRADING P��4N � sF� Ns�� sr� pOST SILT FENCE �
�d ORONO,MINNESOTA PPROVED �
� ❑ APPROVED WITH REVISIONS � � � � BIOLOG y
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EGRESS -CONC. PAD EGRESS EGRESS ' DATE 3.q.�� �
�. WELL #I WELL #2 WELL #3 David Weekley Job#: Date Staked: I hereby certily thet fhis plan,speciiication or report was preparetl by �
N/A 02/13/18 me or under my di2ct supervision and(he(I am a duty Licensed �
� � Protessional Land Surveyor under Minnesote statutes 326.02 fo 326.76. �
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ORONO, M/NNESOTA
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� << LEGAL DESCRIPTION NOTES: LEGEND:
' s� LOT 7,BLOCK 1,ORONO PRESERVE,HENNEPIN
Q �/ 1. SURVEY PREPARED FROM ALLIANT ENGINEERING,INC. ����.U EXISTING ELEVATION
O � COUNTY,MINNESOTA. GRADING PLAN DATED JULY 7,2017.
J 3 4.O PROPOSED ELEVATION
� ���/ � LOT AREA. 2. BEARINGS ARE ASSUMED PER PLAT �� DIRECTION OF DRAINAGE
m �S` � LOT AREA= 15,038 SQ.Ff.OR 0.115 ACRES 3. BUILDING DIMENSIONS SHOWN ARE BASED ON FIRST
�,�p IMPERVIOUS AREA=3,916 SQ.FT.(26.0%)
�J � 102 J.5 FLOOR ARCHITECTURAL PLANS.ALL DIMENSIONS AND CS CURB STOP
BUILDING FOOTPRINT AREA =3,058 SQ.FT.
4� � DRIVEWAY =658 SQ.FT. LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH THE
�44 y � n�� j PORCH = 161 SQ.FT. ARCHITECTURAL PLANS. EOF EMERGENCYOVERFLOW
X �O`� SIDEWALK =23 SQ.FT. LFE LOWEST POSSIBLE FLOOR
' 1029.2 0 \ � CONC.PAD = 16 SQ.FT.
` I �� �} BENCHMARKS: Tc TOP OF CURB
�—DRd NAGE & U7ILITY—� ��'' �� 5 —
— �1 O �� EASEMENr � � a w TNH LOCATED ALONG THE NORTHWEST LINE � IRON MONUMENT FOUND
N 4' SIDE-�� I O� OF LOT 8,BLOCK 1,ORONO PRESERVE,
ZO' WALK �`"j �O�� �o HAVING AN ELEVATION OF 1029.34 FEET NAVD O ELECTRIC BOX
eU/ I
� ' SereA�K c + � �°4 I 29 T❑ TELEPHONE BOX
103217
io3z.is i + , ig oo"'� 's PROPOSED ELEVATIONS: LEGEND ❑� cae�E rveox o
w ' �M) 1 � PORCH 9.67 o M
_ -----'-----��--�1.46------- -2.33 � � FIRST FLOOR =1034.0 EXISTING TREE/WOODLAND BOUNDARY � SET CAP IRON MONUMENT 18425 0
� ' 13.00 � � 1032 2 TOP OF FOUNDATION =10322 �
� � � i
� 1032.2 � ri � GARAGE FLOOR =1031.9 TREEPROTECTIONLIMITS � WATERVALVE
5.00 i I O3 I.g BASEMENT FLOOR =1023.5 `�
O � � i GARAGE / � LOWEST POSSIBLE FLOOR = 1023.5 SIGNIFICANT CONIFEROUS TREE TO REMAIN OO STORM MANHOLE �
�
o ` ��� cO i � REAR = 1031.7
� �� LFE i �3 STALL� Z (V OS SANITARYMANHOLE c�
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,� = o N� -i.so �o23.s �------________ W DAVID WEEKLEYHOMESPLAN: �
� �� W cn� c� �n y� (P) PROPOSED ELEVATION �
r'l/ � O �� � a w 11J "BARLOW" SIGNIFICANT CONIFEROUS TREE TO BE REMOVED �
_____ � � U' W�y � > = 9 FT-FULL BASEMENT- (M) MEASURED TOP OF �
r-50---=---- 3 PROPOSED ~ CD SIGNIFICANTDECIDUOUSTREETOBEREMOVED
� y\ � � (ELEV.A) FOUNDATION ELEVATION m
H OUSE ~ PLAN#7800-A �
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�� ORONO,MINNESOTA �
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� � WEL� � EGRESS David Weekley Job#: �ate Staked: 1 hereby certily tha!this plan,speci(ication or report was p2pared by �
� ' . # 23.5' BUI�DING ����WELL �2 WELL #3 N/A 03/20/18 meorundermydirectsupervisionendthatlamaduyLicensed rn
� � � SETBACK ProtessionalLandSurveyorunderMinnesotastatutes326.o2to326.76. n
X Allian[Job# Checked By: A� �
I O.3I.O X �Z DENNIS B.OLMSTEAD
1031.0 2140157-00701 oeo PnnWame� � � �
/
� Field Crew� Drawn By: Signature �
MARCH 21,2018 18425 0
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L. PT. 1O ZO 4O CE PLF
Date License Number N
1032.3 5 � X
I�28.3 Alliant Engineering, Inc.
� � �--oRA�NACE &u,���rY EASEMENT-, �, ORONO PRESERVE �� z33 Pa�k n�e s, ste 300 0
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