HomeMy WebLinkAbout2012-00753 - retaining wall 11111 nil 11111111111111111111111
CITY OF ORONO * 2 0 1 2 — 0 0 7 5 3
or 2750 KELLEY PARKWAY DATE ISSUED: 08/03/2012
ORONO,MN 55356—
(952)249-4600 FAX: (952) 249-4616
ADDRESS : 720 TONKAWA RD
PIN : 05-117-23-34-0002
LEGAL DESC : PARTENS POINT 1 ST DIV
: LOT 009 BLOCK 000
PERMIT TYPE : ACCESSORY STRUCTURE
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : RETAINING WALL>4 FEET
ACTIVITY : O/S BUILDING-UNDEFINED
VALUATION : $ 2,000.00
NOTE: PORTION OF A RETAINING WALL OVER 4 FEET.
t
APPLICANT PERMIT FEE SCHEDULE 73.75
ARTISTIC LANDSCAPES INC PLAN REVIEW 47.94
180 NORTHSHORE DRIVE
MAPLE PLAIN,MN 55359- STATE SURCHARGE(VALUATION) 1.00
(612)366-5444 TOTAL 122.69
OWNER
MIDDLETON,PAT
720 TONKAWA RD
LONG LAKE,MN 55356-
AGREEMENT AND SWORN STATEMENT
The work for which this permit 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 180 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 respons' a for assuring all required inspections are
requested in confo a with tate Building Code.This permit may be
revoked at any
?/ 3 /Iz $l l Z
Applicant ermitee Signature Date Issue@ By Signature Date
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
City of Orono
Building Permit Application
for New Structures or Additions
Mailing Address: Permit number: Z 753
0 . O�O Cr CryBox 66
Crystal Bay, MN 55323-0066 Date received:
Received b
Street Address:' Y'
2750 Kelley Parkway Plan review fee:
Orono, MN 55356
— Total Fee:
Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us
This application form must be completed in full and all required information must be submitted.
Incomplete applications will be returned. (Please print)
GENERAL INFORMATION:
Job Site Address: -I vo r
Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes No
If yes. a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service A be
required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed.
CONTRACTOR i APPLICANT INFORMATIO
Name: Jill r-2 '21MCa,1J LAU
State License# Expiration Date:
Phone. (office) (cell)
Mailing Address: City_---- ZIP:
Contact Person: Applicant is: ontractor / Homeowner (circle One)
Email and/or Fax:
PROPERTY OWNER INFORMATION:
Name:
Phone (day): 12.- l20 L
Address: L4Wyy-,(lam City: ZIP:
Email and/or Fax
ARCHITECT/ ENGINEER INFORMATION:
Name:
Phone (day):
Address: City: ZIP:
Email and/or Fax:
PROJECT INFORMATION:
1. Type of Project 2. Proposed Use 3. Structure Type 4. Sewage Disposal &
Water Supply
❑ New Construction ❑ Single Family with ❑ Residence
❑ Addition attached garage ❑ Garage/Accessory Bldg. ❑ Public Sewer
❑ Accessory Building ❑ Single Family with ❑ Deck
❑ Relocation detached garage ElOffice/Commercial ❑ Private Sewer
[IG Other: (specify) ❑ Multiple Family/Condo ❑Warehouse
❑ Public ❑ Storage ❑ Public Water
""Any earth movement may require ❑ Commercial 1W Other ecify)
MCWD review& permits. ❑ Industrial ' I El Private Well
Minnehaha Creek Watershed District(MCWD) ❑ Other: (specify)
18202 Minnetonka Blvd
Deephaven, MN 55391
Phone: 952-471-0590
Fax: 952-471-0682
www rninnehahacreek.orq
Estimated Construction Valuation (excluding land) $ U���-
STRUCTURE INFORMATION:
1.Structure Dimensions 1. Structure Dimensions (continued) 2. Type of Construction
a. Length (ft.)= Number of bedrooms =
❑Wood/Frame
b.Width (ft.)= Number of garage stalls: ❑ Masonry
Areas in square feet Attached = ❑ Metal
❑ Pole Bldg.
c. Basement= Detached = ❑ ICF
d. 15t Story = ❑ On-site Prefab
e.2"d Story= ❑ Off-site Prefab
f. 'h Story = Other(please specify):
_lmdt�v
g.Total Area=
REQUIRED SUBMITTALS:
All of the information must be submitted in order for your application to be processed:
Not
Enclosed Applicable
❑ ❑ Permit Application
❑ ❑ Proposed Buildin Plans
❑ ❑ MN State Energy Code Calculations and Mechanical Code Requirements Form
❑ ❑ Survey(meeting all requirements)
❑ ❑ Stormwater Pollution Prevention Plan
❑ ❑ Hardcover Calculation(s)
❑ ❑ ' Septic System Site Evaluation Report
❑ ❑ Access Permit
❑ ❑ Wetland Buffer Improvement Plan
❑ ❑ Engineered Plans for Retaining Walls 4 feet or above
❑ ❑ Plan Review Fee
❑ ❑ Other:
APPLICANT/OWNER ACKNOWLEDGEMENT:
• Agrees to provide all information required or requested by the Building Department;
• Agrees to pay the City of Orono for engineering consultant review costs in excess of$500;
i
• 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 $10,000
escrow to ensure completion of th as-built survey and all site improvements.
Applicant's Signature: Date: 3 Z
Owner's Signature: Date:
7 �L
Address: 720 7-aA,,'1Me-V,4 RUs440 ("00'fr /1/Q'04(rT--'(V Date: F--7—/1
Prepared by: GR 6"L--6'E',e C. ye As'J'CIC -RECEIVED
HARDCOVER CALCULATION WORKSHEET
AUG 2 3 2012
SETBACK ZONE: (CIRCLE ONE) -75' 75-250'250-500' 500-10 OF ORONU
EXISTING HARDCOVER IN ZONE TT
A. House x = S.F.
Length Width
X = S.F.
X = S.F.
B. Garage x = S.F,
C. Driveway x = S.F.
X = S.F.
D. Sidewalk Caalvc. d7 r6c x C> S.F.
JTElJ —
060<2911 JiVO ;C = S.F.
E. Patio/Deck DECK -$y �y/e'yvt j'�' x = 115 S.F.
TOe4kfx = / S.F.
F. Landscape .J O.F &Fr,< ,4 urs' _ 279 S.F.
Underlain W 'OF `° x = /S$ S.F.
By Plastic NE- F. efrry oar yak.r'F x S.F.
JE FF /f II �• 223
G. Retaining Walls 004,1F cd fr9r x = 5 K' S.F.
H. Other ,,!°7 doz-,r f1C r x = 7 S.F.
TOTAL HARDCOVER IN ZONE - /6' S.F. A
TOTAL PROPERTY AREA IN ZONE - 7 6 A S.F. B
A //�;'/ + B 3 76'o x loo = 30, 88
PROPOSED HARDCOVER IN'ZONE (including existing hardcover to be retained)
A. House x = S.F.
Length Width
x = S.F.
x = S.F.
B. Garage x = S.F.
C. Driveway x = S.F.
X = S.F.
D. Sidewalk x = S.F.
x = S.F.
E. Patio/Deck x = S.F.
X = S.F.
F. Landscape x = S.F.
Underlain x = S.F.
By Plastic x = S.F.
G. Retaining Walls x = _ S.F.
H. Other x = S.F.
TOTAL HARDCOVER IN ZONE - S.F. A
TOTAL PROPERTY AREA 1q. ZONE - S.F. B
A B x100 = %
- 21 -
4
I
Address: 7 Z O Tv,c,.,trA44,,19 /1 OA D e"00'( 7 /H 1OD C.E"TOrV� Date: 7-12
Prepared by: 6:'-/1 0�y,8 ERc= /1 ffGC/A TEI, �,vc. RECEIVED
HARDCOVER CALCULATION WORKSHEET AUG 2 3 2012
SETBACK ZONE: (CIRCLE ONE) 0-75' 75-250' 50-500' 500-100CIT1(OF ORONO
EXISTING HARDCOVER IN ZONE
A. House x = /S8 S.F.
Length Width
X = S.F.
X = S.F.
B. Garage x = 720 S.F.
C. Driveway x = 9'75 S.F.
C 61 Al C. 4 PA on, x = 3 4 S.F.
D. Sidewalk Co4-•c 136 t Pit vrlts 4 9/ x = 6 2 7 S.F.
Ar rro x = 6 S.F.
E. Patio/Deck x = 2 R 4• S.F.
I rw,k r ro x = 24 S.F.
F. Landscape x = /80 S.F.
Underlain x = S.F.
By Plastic x = S.F.
G. Retaining Walls x = 12 5 S.F.
H. Other x = S.F.
TOTAL HARDCOVER W ZONE - 400l S.F. A
TOTAL PROPERTY AREA IN ZONE 9772 S.F. B
A 4001 + B 19772- x 100 = 45, d'/ %
PROPOSED HARDCOVER INTONE (including existing hardcover to be retained)
A. House x = S.F.
Length Width
X = S.F.
X = S.F.
B. Garage x = S.F.
C. Driveway x = S.F.
X = S.F.
D. Sidewalk x = S.F.
X = S.F.
E. Patio/Deck x = S.F.
X = S.F.
F. Landscape x = S.F.
Underlain x = S.F.
By Plastic x = S.F.
G. Retaining Walls x = S.F.
H. Other x = S.F.
TOTAL HARDCOVER IN ZONE - S.F. A
TOTAL PROPERTY AREA IN°,.ZONE - S.F. B
A + B x100 = %
-21 -
s
Address: 724:P A4,,44; SPAT M,?,Pj0 r70A)) Date:
Prepared by: G.eo.c�,9.E� re A,1'f0C-fA7-f*J', IA/C'.
RECEIVED
HARDCOVER CALCULATION WORKSHEET
SETBACK ZONE: (CIRCLE ONE) .0-75' 75-250t250-500' 500-1000�UG 2 3 2012
EXISTING HARDCOVER IN ZONE CITY OF ORONO
A. House x = S.F.
Length Width
X = S.F.
X = S.F.
B. Garage x = S.F.
C. Driveway x S.F.
X = S.F.
D. Sidewalk x = S.F.
X = S.F.
E. Patio/Deck x = S.F.
X = S.F.
F. Landscape x = 34 S.F.
Underlain x = S.F.
By Plastic x = S.F.
G. Retaining Walls x = S.F.
H. Other x = S.F.
TOTAL HARDCOVER W ZONE - /Z3 S.F. A
TOTAL PROPERTY AREA IN ZONE - - -/-4-87 S.F. B
A /Z3 + B /48 X100 = S . // %
PROPOSED HARDCOVER IN'ZONE (including existing hardcover to be retained)
A. House x = S.F.
Length Width
X = S.F.
X = S.F.
B. Garage x = S.F.
C. Driveway x = S.F.
X = S.F.
D. Sidewalk x = S.F.
X = S.F.
E. Patio/Deck x = S.F.
X = S.F.
F. Landscape x = S.F.
Underlain x = S.F.
By Plastic x = S.F.
G. Retaining Walls x = S.F.
H. Other x — S.F.
TOTAL HARDCOVER IN ZONE - S.F. A
TOTAL PROPERTY AREA 14 ZONE - S.F. B
A s B x100 = %
-21 -
VicLCery E_n sneering& Con5ultin�g., LLC I hereby certify that this plan,specifications,or report was prepared
by me or under my direct supervision and that I am a duly Licensed
1444 i Village Woods Drive Professional Engineer under the laws of the State of Minnesota.
rden Prairie,MN 55547
Phone: 952-465-8272
fax: 952--+26-1,971
www.vickergeng.com Ron Ickery, PE
Date: 7/13/12 Reg. No.: 24065
®201 2 Vickery Fnvuineering&Consultin&LLC
VEC Project No: VEC 12-052
PROPOSED BOULDER WALLS Description: BOULDER WALL PLANS,PAGE 1 OF 2
MIDDLETON RESIDENCE,720 TONKAWA
ORONO RD MINNESOTA Date: 7/13/12
18-INCH 24-INCH
NOTE: ALL BOULDER SHAPES SHOWN ARE FOR BOULDER BOULDER
DETAILING PURPOSES ONLY. ACTUAL BOULDER
SHAPES MAY VARY GREATLY IN THE FIELD. BOULDER
SIZES SHOWN ARE MINIMUM DEPTH OF THE BOULDER,
AND THE DEPTHS SHOWN IN THE CROSS-SECTIONS
SHOULD BE CONSIDERED MINIMUM DEPTHS INTO THE
36-INCH 30-INCH
SLOPE (PERPENDICULAR TO THE WALL FACE). BOULDER BOULDER
BOULDER HEIGHTS MAY ALSO VARY GREATLY.
PROPOSED BOULDER WALL
I BOULDER DESIGNATIONS
WI (NOT TO SCALE)
10° 18-INCH
MIN.
BOULDER � =III=III=III=�
III=1 I I=1 I I=III-
4' 18-INCH
MAX BOULDER III=III—III—
I=1
ILTER FABRIC
24-INCH
BOULDER IRAs EI—III—
AGGREGATE-III- -
-6' MINrl�l
_— I—III—III—III—
=1 I- _ _ I-III-III-III-I
I =1 I IIII III I I I=1 I-III=1 1=1 1=1 1
=I I I= 1-1 I I-1 I1=1 I-III-I 1=1 -I 11=1 1I-
I-I 11-II I-I 11-I 11=1 11=1 11-I 11-I 11=1 11=1 11=1 I I-
=111=1 I-111=111-111=1 - I
PROPOSED BOULDER WALL RECEIVED
2 4-FOOT EXPOSED SECTION AUGI (SCALE 3/8'=1'-0') G` 03 2012
CITY OF ORONO
1
UiclCertq E_ngineering&Consulting, LLC I hereby certify that this plan,specifications,or report was prepared
by me or under my direct supervision and that I am a duly Licensed
14441 Village Woods Drive Professional Engineer under the laws of the State of Minnesota.
Eden Prairie,MN 55347
Phone: 952-465-8272
fax: 95z-+26-i971
www.vicLeryeng.com Ron ickery, PE
Date: 7/13/12 Reg. No.: 24065
®201 2 Vickery�ngineerin¢`,b Consulting,LLC
VEC Project No: VEC 12-052
PROPOSED BOULDER WALLS
MIDDLETON RESIDENCE,720 TONKAWA RD Description: BOULDER WALL PLANS,PAGE 2 OF 2
ORONO MINNESOTA Date. 7/13/12
10° 24-INCH
MIN. BOULDER 1=1 =III—I 11=111
III—� I—I —I 11—I 11-
_—�
II__
TER IRI`
6' 30-INCH
MAX BOULDER �—III—III—III-
11=1 I I-11 —I I F I I-
=111—III—III—III—III=
_2'DRAINAGE —III—
AGGREGAn—III—III—III
36-INCH —!—
BOULDER � —111=I=111—III
I 1=
III—III—III=1 I I=1 I I S'
_�_=6• MIN —III—III—III—�I I I—��I—� I
1I-
I I—III—I SII I—III—III—III=�I I I=1 I I=1 I I—III—III—III—III-, I
9II=1 I—III—III—I I—III—� —I 1=III—III—III—III—III—I
HE =1 =1 =1 I—III—III—I 1=1 I =1 1=1 11=111=1
''-111111111;11—. -'i1=111111111,:iI' -'ll
PROPOSED BOULDER WALL
6-FOOT EXPOSED SECTION
W2 (SCALE 3/8'=I'-0')
Vickery Vngineering& Consulting,LLC
I q q 11 village Woods Drive,F den Prairie,MIN 555`1'7-150.9
Phone: 952-+65-8272 [-ax: 952-426-1971
Iva rvickerycavicke rye ng.com
Boulder Wall Calculations - 4-foot Exposed Wall Height
Project VEC 12-052 - July 13, 2012
Middleton Residence, 720 Tonkawa Road, Orono, MN
Design Parameters: Page 1 of 2
Retained Soil Friction Angle, �)sr:= 28deg Soil Unit Weight, -ys:= 125pcf Crest Slope, 0:= Odeg
Foundation Soil Friction Angle, �)sf:= 28deg
61 := 3•�sr 61 = 18.667-deg Rock Unit Weight, 7r:= 150pcf Surcharge Load, qs:= Opsf
Exposed Height, He:= 4ft Wall Embedment, Hb:= .5ft Total Height, Hr:= He+ Hb
Hr= 4.5 ft
Top of Wall Width, Wt:= 1.5ft Base of Wall Width, Wba:= 2ft
a:= 83deg := 90deg — a V= 7-deg u := tan((�sf) v =0.532
Calculate Wall Weiaht:
WI := .5•(Wba— Wt)-He-7r-Ift W1 = 1501bf W2:= Wt.He--yr-Ift W2= 9001bf
W3 := Hb•Wba•rys•1 ft W3 = 1251bf Ww:= WI + W2 + W3 Ww= 11751bf
Active Earth Pressue Coefficient(Ka):
(cos(�)sr+ *))
2
Ka:_
2 Ka= 0.274
(cos(*))2.(cos(S1 - *)).�1 + [(sin(q)sr+ 61))-(sin(q)sr- 0))]
[(cos(51 — *))•(cos(-�— 0))]
Total Horizontal Force: wt
Horizontal Force From Soil, Fah:= .5•-ys•Ka•Hr•Hr•cos(81 —*)•lft Fah= 339.8lbf
Horizontal Force From Surcharge, Fs:= gs.Ka.Hr.1 ft Fs= 0
Total Horizontal Force, Fh:= Fah+Fs Fh= 339.81bf
2 H.
Frictional Resistance:
Vertical Force From Soil, Fav:= .5-Is•Ka•Hr•Hr•sin(81 — *)•lft Fav= 70.2 IV 1
Fu:= v•(Ww+ Fav) Fu= 662.1 lbf
Factor of Safety. Base Slidina:
3 Hb
FOS Sliding, FOSs:= Fu FOSs= 1.948
Fh wb
-'E".-iineeiinSsolutions Foran unstable world
Vickery Engineering& Consulting,LLC
14441 Village Moods Drive,I rAen rrairie,MN 5 5 547-1 509
rkone: 9 5 246 5-8 272 [=ax: 952-+26-1971
rvicke ryC�viciceryeng.com
Boulder Wall Calculations - 4-foot Exposed Wall Height
Project VEC 12-052 - July 13, 2012
Middleton Residence, 720 Tonkawa Road, Orono, MN
Page 2 of 2
Calculate Overturning 10.
Mom11 [qs.Ka-H.
( lDriving Moment, Mo:= 5•Ka•-ys•Hr•Hr•cos(S1 - ) (Hr I I + HJ] Mo= 509.71bf
3 JJ l2
Calculate Resisting Moment:
Resisting Moment is callcullated by taking the sum of the weights times the moment arms for each section of wall above
WI.(Wba- Wt). �J
MI := 3
lft Ml = 501bf
W2.[rr l
(Wba- Wt) + Wt
M2:= 2 Oft) M2= 11251bf
W2���a�
M3 := 2 M3 = 9001bf
Ift
Resisting Moment, Mr:= M1 + M2+ M3 Mr= 2075 IV
Factor of Safety. Overturnina:
FOS Overturning, FOSot:= Mr FOSot= 4.071
Mo
I hereby certify that this plan, specification, or
report was prepared under my direct supervision
and that I am a duly Licensed Professional
FnninPrar 11ndpr the laws of the State of Minnesota.
Ronald ickery, PE
Registration Number: 24065
July 13, 2012
nSineerin,g,jolutions for an G/nsta lc World
VicLery E_ngineering& Consulting,LLC
4941 Village woods Dnve,Eden Prairie,MN 55347-1 So9
Phone: 952-+65-8272 rax: 952-+Z6-1971
'icke rgolvi cke rye ng.com
Boulder Wall Calculations - 6-foot Exposed Wall Height
Project VEC 12-052 - July 13, 2012
Middleton Residence, 720 Tonkawa Road, Orono, MN
Desian Parameters: Page 1 of 2
Retained Soil Friction Angle, 0sr:= 28deg Soil Unit Weight, -ys:= 125pcf Crest Slope, o:= Odeg
Foundation Soil Friction Angle, osf:= 28deg
61 := 3.Osr 61 = 18.667-deg Rock Unit Weight, -yr:= 150pcf Surcharge Load, qs:= Opsf
Exposed Height, He:= 6ft Wall Embedment, 14b := .5ft Total Height, Hr:= He+Hb
Hr= 6.5 ft
Top of Wall Width, Wt:= 2ft Base of Wall Width, Wba= 3ft
ot= 83deg := 90deg- ot = 7-deg v := tan(osf) v = 0.532
Calculate Wall Weiaht:
W1 := .5•(Wba— Wt)•He--yr•lft W1 = 4501bf W2:= Wt.He.7r•lft W2= 1.8 x 1031bf
W3 := Hb•Wba•-ys•1 ft W3 = 187.51bf Ww:= WI + W2+ W3 Ww= 2437.51bf
Active Earth Pressue Coefficient(Ka):
Ka.— (cos(osr+ *))
2
2 Ka= 0.274
(cos(*))2•(cos(S1 - *))•I J 1 + [(sin(osr+ 61))-(sin(osr- (3))]
[(cos(S1 — )) (cos(-tet)—
Total Horizontal Force: wt
Horizontal Force From Soil, Fah:= .5• Is•Ka•Hr•Hr•cos(81 — *)•lft Fah= 7091bf
Horizontal Force From Surcharge, Fs:= gs•Ka-Hr•lft Fs= 0
Total Horizontal Force, Fh:= Fah+ Fs Fh= 7091bf 2 Hr
Frictional Resistance:
Vertical Force From Soil, Fav:= .5•-ys•Ka•Hr•Hr•sin(81 — *)•lft Fav= 146.41bf 1
Fu:= v•(Ww+ Fav) Fu= 1373.91bf
Factor of Safety. Base Slidina:
3 Hb
FOS Sliding, FOSS:= Fu FOSS= 1.938
Fh wb
—EnsineetinS,5o/utions Foran(jnstablc world
Vickery E_ngineering& Consulting,LLC
14441 village Woods Drive,I-der,Prairie,MN 553+7-1 509
Phone: 952-465-8272 Pax: 952-426-1971
rvickc rjgQviciceryeng.com
Boulder Wall Calculations - 6-foot Exposed Wall Height
Project VEC 12-052 - July 13, 2012
Middleton Residence, 720 Tonkawa Road, Orono, MN
Page 2 of 2
Calculate Overturning Moment: 1 [qs_Ka_H.(H)]Driving Moment, Mo:= CO.5.Ka.•ys.Hr.Hr.cos(61 - *)•(Mr I] + Mo= 1536.21bf
3 J 2
Calculate Resisting Moment:
Resisting Moment is calculated by taking the sum of the weights times the moment arms for each section of wall above
Wl•(Wba- Wt)•(2)
MI := 3 lft M1 = 3001bf
l
W2.Ir(Wba- Wt) + Wt
M2:= L 2 M2= 36001bf
r (ll ft)
W2. Wba
M3:= l 2 J M3 = 27001bf
Ift
Resisting Moment, Mr:= M1 + M2+ M3 Mr= 66001bf
Factor of Safety. Overturning:
FOS Overturning, FOSot:= Mr FOSot= 4.296
Mo
I hereby certify that this plan, specification, or
report was prepared under my direct supervision
and that I am a duly Licensed Professional
FnninPPr iindpr the laws of the State of MinnPsnta.
onald ickery, PE
Registration Number: 24065
July 13, 2012
—,Engineerin,g,5olutions Foran Unstable World/
TIME
CITY OF ORONO CALLED IN 5r -2
INSPECTION OTI ECHEDULED
PERMIT NO. '��5TOMPLETED
ADDRESS
OWNER TELEPHONE NO. �
CONTRACTO
DESCRIPTION !�
El FOOTING ❑ PLUMBING FINAL ❑ EXCAV/ RA NG/FILLING
Q ElPOURED WALL ElMECHANICAL RI ❑ LAKES ETLANDS
ti ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL
Z OWNERICONTRACTOR TO MEET YOU:_YES_NO
vOi COMMENTS:
W
a
j
O
cc
O
W
W
cc
Q
2
W
Z
W
cc
LU ❑WORK SATISFACTORY:PROCEED PROJECT COMPLETE
W ❑CORRECT WORK&PROCEED ❑ 1 UE CERTIFICATE OF OCCUPANCY
OO ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
C1 BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR El CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
Owner/Contractor on side:
Inspector.- A,///_7 B 1�' C
White Copyllnspector's File Canary CopylSite Notice
Planning & Zoning
Department
Memo
To: Finance Department
From: Christine Mattson, Planning Assistant
CC: Street File
Date: 9/5/2012
G/L: 101-22205
Re: Building Permit Escrow Refund
Building Permit numbers 2012-00753 and 2012-00610 pertaining to 720 Tonkawa Road are
complete. Melanie Curtis, Planning & Zoning Coordinator is requesting the $2,000 escrow
funds be refunded to property owners, Patrick& Kathy Middleton.
There was no discussion with the City Attorney. Engineering review was completed in-house
by Jesse Struve.
The following is attached:
• Original signed escrow agreement
• Copy of PermitWorks receipt showing escrow amount received
Mail to: Patrick& Kathy Middleton
720 Tonkawa Road
Long Lake, MN 55356
wAstreet files\tonkawa road\720\escrow refund memo 2012-00753&2012-00610.doc
ZONING PERMIT ESCROW AGREEMENT
Permit# M 12- 00WO
AGREEMENT made this t day of ITUIV20 /?/, by and between the CITY OF ORONO,
a Minnesota municipal corporation ("City") and Patrick& Kathy Middleton ("Owners").
Recitals
1. A zoning permit application has been filed for a property located at 720 Tonkawa Road the
("Subject Property"), legally described on Exhibit A.
2. Owner requests the City to review this application.
3. The City will commence its review of the application and incur costs associated with said review
only if the Owner establishes an escrow to ensure reimbursement to the City of its costs.
NOW THEREFORE,THE PARTIES AGREE AS FOLLOWS:
1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow
Agreement, the Owners shall deposit$2,000 with the City. All accrued interest, if any, shall be paid to the City to
reimburse the City for its cost in administering the escrow account.
2. PURPOSE OF ESCROW. The purpose of the escrow is to guarantee reimbursement to the City
for all out-of-pocket costs the City has incurred (including planning, engineering or legal consultant review) or will
incur in reviewing the plan. Eligible expenses shall be consistent with expenses the Owners would be responsible
for under a zoning permit application. The escrow will also guarantee reimbursement to the City for all out-of-
pocket costs the City has incurred to assure that the work is completed in accordance with the Stormwater
Pollution Prevention Plan and the provisions of Orono City Code Chapter 79. The financial security may also be
used by the City to eliminate any hazardous conditions associated with the work and to repair any damage to
public property or infrastructure that js caused-bthe work (including planning, engineering, or legal consultant
review) associated with permit # IZ' (0f0if compliance with the approved zoning permit is not
accomplished.
3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn
send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners'
receipt of bill.
4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment
to the City within the timeframe outlined in #3 above, shall issue a Stop Work Order until the Owners pay all expenses
invoiced pursuant to #3. The City may draw from the escrow account without further approval of the Owners to
reimburse the City for eligible expenses the City has incurred.
5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the
Owners when the review has been completed and written notification is received from the Owners requesting the
funds.
6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses
incurred by the City exceed the amount in escrow, the City shall have the right to certify the unpaid balance to the
subject property pursuant to Minn. Stat. §§415.01 and 366.012.
CITY: CITY OF ORONNOO OWNER:
By.
Its:
ZONING PERMIT ESCROW AGREEMENT
Permit#
Exhibit A—Legal Description
That part of Lot 9, Porten s Point, First Division , lying Northwesterly of the following
described line and its extensions: Beginning at the midpoint of the Southwesterly line of
said Lot; thenceNortheasterly through the midpoint of a line drawn from a point on the
Northwesterly line of said Lot distant 236.5 feet Northeasterly from the most Westerly
corner of said Lot, to a point on the Southeasterly line of said Lot distant 208 feet
Northeasterly from the most Southerly corner of said Lot, to the Northeasterly line of
said Lot, and there ending.
Cit of Orono
Kelley Parkway
Orm 5M %2-249-"
Receipt No: 3.007243 Jul 11, 2412
Pat Middleton
Planning and Zoning
720 Toraam Rd - 2,000.00
2012-00661
141-22M
Deferred Rev-Developer Deposit
Total: 21000.00
Check
Check No: 1443 2,000.00
Payor:
Pat Middleton
Total Applied: 21000.00
Change Tendered: .00
07/11/2012 12:15PM
CITY OF ORONO * 2012 - 00661 *
2750 KELLEY PARKWAY DATE ISSUED: 07/11/2012
ORONO, MN 55356-
(952)249-4600 FAX: (952) 249-4616
ADDRESS 720 TONKAWA RD
PIN 05-117-23-34-0002
LEGAL DESC : PARTENS POINT 1ST DIV
LOT 009 BLOCK 000
PERMIT TYPE ESCROW FEE-APPLICANT
PROPERTY TYPE RESIDENTIAL
ESCROW CONSTRUCTION TYPE SC W FEE-APPLICANT O
NOTE: ZONING PERMIT 2012-00610 ESCROW PD BY CHECK 1443 PATRICK MIDDLETON
APPLICANT ESCROW FEE-APPLICANT 2,000.00
MIDDLETON,PAT TOTAL 2,000.00
720 TONKAWA RD
LONG LAKE,MN 55356-
OWNER
MIDDLETON,PAT
720 TONKAWA RD
LONG LAKE,MN 55356-
AGREEMENT AND SWORN STATEMENT
The work for which this permit 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 180 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.
Applicant Permitee Signature Date Issued By Signature Date
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
�tJlf 1
Checkiist for Refunding rmit Escrows
Z.Cx - 00'153
Building Permit # 2JOI L —MOLD
Street Address: IQ IN)6W Q 9.lA.r
Applicant Name:
..', Escrow request received Date:
Permit Type:
Are all inspections complete es No
If not, list what is outstanding:
Was there a Temporary Certificate of Occupancy issued? Yes No Date:
Was there a Final Certificate of Occupancy issued? Yes No Date:
❑ As-built survey required? Yes, approved on NO NA
❑ Email CK R R... nma= Q to see if there is any unbilled WIP. Date email sent:
N� L revre�uved
/100000 Prepare memo for Finance Department
z:\formslzoning standard forms\checklist for refunding buildin g permit escrows.doc
Last Updated: 10-31-2011
}� PermitWorks
File Transaction Maintain Reports
Geobase Propedy Record
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Permit M: 2012-x0610 UI3date Address
Permit Address: 1720Tonkawand P Main PIN Address
r Additional PIN Address
General! Fees Inspections(4) I Notes l Applicant Detail I CO Detail
Seq Inspection Type Inspector Bate Status H Fee Rec
T.:
2 As-built Survey I
3 Other
4 Finah------ W-� $•
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Christine Mattson 2..011-
From: Melanie Curtis
Sent: Tuesday, August 28, 2012 1:41 PM
To: Christine Mattson
Subject: 720 Tonkawa Road -Escrow
Chris
Please process the escrow for the Middleton's project on 720 Tonkawa Road on the Council's September 10"' agenda.
Thanks
Melanie Curtis
Planning &Zoning Coordinator
City of Orono
2750 Kelley Parkway
Orono, MN 55356
Direct Dial: 952.249.4627
Fax: 952.249.4616
Planning&Zoning Office 952.249.4620
Email: mcurtis6ci.orono.mn.us
Website: www.ci.orono.mn.us
City of Orono SUMMER Office Hours
Monday-Thursday 7:30 am to 5:00 pm
Friday 7:30 am to 11:30 am
1