HomeMy WebLinkAbout2014-01092 - retaining wall . .
CITY OF ORONO * Z 0 1 4 - 0 1 0 9 2 *
2750 KELLEY PARKWAY DATE ISSUED: 10/07/2014
ORONO, MN 55356-
(952) 249-4600 FAX: (952)249-4616
ADDRESS : 135 LUCE LINE RIDGE
PIN : 31-118-23-34-0007
LEGAL DESC : PAINTERS CREEK
: LOT 005 BLOCK 001
PERMIT TYPE : ACCESSORY STRUCTURE
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : RETAINING WALL>4 FEET
_ --- _ -- , h
ACTIVITY : _ _ , G 5 IC�� U�
VALUATION : $ 13,381.50
NOTE: OTHER INSPECTION REQUIRED: MID WALL CONSTRUCTION INSPECTION
NOTE: ES�J MONEY WILL BE REFUNDED AFTER FINAL INSPECTION HAS BEEN PERFORMED AND APPROVED.
INITIAL_`�.;�.
NOTE: SILT FENCE MUST BE INSTALLED AND INSPECTED BY CITY PRIOR TO ANY WORK. INITIAL:�
NOTE; A MINIMUM OF 24HOUR NOTICE IS REQUIRED PRIOR TO AN INSPECTION. INITIAL: �
APPLICANT PERMIT FEE SCHEDULE 250.75
METRO PRO STATE SURCHARGE(VALUATION) 6.69
830 FOREST ARMS LANE TOTAL 257.44
ORONO,MN 55364- Payment(s)
Minnesota State License#: BUIL-BC20551408 CREDIT CARD 1985 257.44
OWNER
ANDERSON, DAVID
135 LUCE LINE RIDGE
MAPLE PLAIN, MN 55359-
AGREEMEIVT 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
�tate 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 goveming 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 issuar�ce,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 aze
requested in conformance with the State Building Code.This permit may be
revok time for due cause.
- �� .G�_ �,��� �� � 1 �
� � , ,
itee Signature Date Issued By Signature Date
. �
CITY OF ORONO
BUILDING PERMIT APPLICATION �57-
FOR NEW STRUCTURES OR ADDITIONS
O Mailing Add�ss: Permit number: o�b� —D/�/
�- �TO PO Box 66
Crystal Bay, MN 55323-0066 Date received: ����
Street Address:' Received by:
y � 2750 Keiley Parkway Plan review fee: �6� 7�
`� L Orono, MN 55356 /
`�KESHO�� Total Fee: a�/y `�
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: `�`7 �� � L�n� �., - �✓\ ' � � 3
Will this be a Parade of Homes, Remodelers Showcase Home or other Di lay ome? ❑ Yes �-No
If yes, a specia/event permit is required with Police Department and City Council approva/60 days prior to the event. Shuttle bus service will be
required unless applicant demonstrates su�cient on-site parking is available. Non-permitted events will not be allowed.
CONTRACTOR/APP I ANT INFO,�tMATION:
Name: ����,✓ f,,✓
State License# Expiration Date:
Phone: cell , ,�- - - office
Mailing Address: ' �� o�e� +�n�� (� Cit : =>r��,� ZIP: �-
Contact Person: �"�F-(= ,a��� Applicant is: ontractor Homeowner (Circle One) ;?,
Email and/or Fax: .,.j���rC�, ��-�r����y_�,,(��u.1 `�
�
PROPERTY OWNER INFOI2MATION:
Name: -� ��
Phone (day): ''��-��-{,'L 2-_33:�""1
Address: Cit : Q!`t7✓�� ZIP: _
Email and/or Fax �j�,r,r�,�� p r7,�-�ic./"� Y� , ,{a,r,-F--
ARCHITECT/ENGINEER INFORMATION: ,
Name: � %r ' ��,:�y.�
Phone (day): 31c�— �— � ZIP: `����J�
Address: '��p E--Fc�.;U l,c� `�DcA��r-�� City:� ,('(�U.,� -
Email and/or Fax: ��—���_�,�;�� -
�
PROJECT INFORMATION: Descri tion of project:
1.Type of Project 2. Proposed Use 3. Structure Type 4.Sewage Disposal 8�
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 ❑ Office/Commercial ❑ Private Sewer
❑ Other: (specify) ❑ Multiple Family/Condo ❑Warehouse
❑ Public ❑ Storage ❑ Public Water
`*Any earth movement may also require ❑ Commercial [] Other(specify) x;
MCWD review 8�permits. ndustrial �a,,n,�-�c (r/i ❑ Private Well �;
Minnehaha Creek Watershed District(MCWD) �f Other.�specify�
18202 Minnetonka Blvd �,n,/Y /ii/;�.(�
Deephaven, MN 55391 �'
Phone: 952-471-0590 ';F
Fax: 952-471-0682 >`;k
www.minnehahacreek.or
Estimated Construction Valuation (excluding land) $ � � ��� . �v
I � : � ._`
� � v,.�.� �
�t , .. . ,_ . ._. .__. �:.�
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
❑ Pofe Bldg.
c. Basement= Detached= ❑ ICF
d. 15t Story = ❑ On-site Prefab
e.2"d Story= ❑ Off-site Prefab
f. '/z Story = ❑Other(please specify):
g.Total Area=
REQUIRED SUBMITTALS:
All of the information must be submitted in order for your app(ication to be processed:
Not
Enclosed A licable
❑ ❑ Permit A lication
❑ ❑ Pro osed Buildin Plans
❑ ❑ MN State Ener Code Calculations and Mechanical Code Re uirements Form
❑ ❑ Surve meetin all re uirements
❑ ❑ Stormwater Pollution Prevention Plan
❑ ❑ Hardcover Calculation s
❑ ❑ Se tic S stem Site Evaluation Re ort
❑ ❑ Access Permit
❑ ❑ Wetland Buffer Im rovement Plan
❑ ❑ En ineered Pians for Retainin Walls 4 feet or above
❑ ❑ Plan Review Fee
❑ ❑ Applicafion Escrow&Agreement
❑ ❑ 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$50U;
. Certifies that the informafion 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 faifure to do so, the staff has no alternative
but to reject it until it is compfete;
. 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 generalfy 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 $10,000
escrow to ensure completion of the as-built survey and all site improvements.
Applicant's Signature: -
Date:
.v-
Owner's Signature: Date:
��C�C ���t�Y'�' �fli�����v�' i. �ti,1E�► ��C�4' � t ��� Y l��L�� b ��LJjE [ L�Et`� f
, Ar�dre�/FerrnEt Ptumber: 1✓ �-^��-- ���-- �D
De�criptior�of�rork: '11 �Q,� : Q,�� j h���1 rtd -
Septic re�iew by: ' � D�te Ap�trovec�:
; Zoni�g rediew bY� .: `� ' 'ar�'� D�t�:A,pprov�d: �� "�'" ��
:' Buitcf'tng review bY� ' ; Qate Approrred: �G-��, •?.,O��'
, Gr�ding review by: /�l�' Dats ,—T
Approved:
� �oning District: Zoning FEIe#: � Resc#: Reso Date: -
` �OhfR$:L�t A�I'@2E: SF/AC 1�MIt€th: LOt COY@I��@: 'SF %
3urvey Submit�ed: Q Yes ja'No . Date of Sunrey: Revised date(?l� —
l :
; Pro osed Sefibscks:
. Front(Lake) : R�ar(Street) (. N S E IN ) ( N S E !M ) ` Other Buildings :. i+1/etland
.Side Side
D�t�ned Hsight; P�sk Hefght:' FFE: �FE rnin�s 6 f�et= '{ExE�ting Conto��
` Ferimet�r{tinesr#eet)_ � SQ%= #of Steries Ok? i3 YES � '
FOR A BUILDING WITH A BASEMENT OR CRAWL 8PACE:
' T#tedi�tance b�tween the lowest .. ' FOR A BUItDINC�ON A SLAB FOUNDATIOAl:
,- ,
� S7AR7 VVITH proposed floor(of ihe basement or crawi , .
Space)and the higtiest point of the roof: ; START WITH e distance be4�veen th�,top c�slab and
� � lf you have a... ` . tMe highest point of the roof. .
• GABF:E OR HIPPED ROOF(no if ybW ha�a...
windows): S.ubtr�d haif the • GABLE OR HIPP�b ROO�(no
distanCe between the hig�est point 'wtndovrs� 'SubtraGt half the disieec
af t#re roof to the low point of the betweertthe tiighest poiM of:tl�e roc
r - • �UB�RACTIbN' corresponding 9abxe or Mipped ropf ,-ta ihe kiw�oint of3he cortespondirn
- SUBT42AGTION �gab�eorhippe�i�rqef
,� {BASED ON`ROOF . CYABLE OR HIPPED ROOF(with ° (�BASEQ ON . • GABLE OI't HIPF�ID.ROOFi(�itfi
; � TYPE) • windoyps)r Subtrac,t haH the . ' .ROOP 1'YPE) windo�Nsj 8ubtiact half ffie diatanc
; distance between the top:of the batw�een ihe top of.fl�e.higt�sf, �
highest window and Uie high�st °vsrindoHi'ai�d the�ighestpotnt of�he
point of the_roof- ;roof. : -
. • ` ALt.OTHER Rt30F TYRES(flat, .` _ • `�AIL t57HEl��t00F TY�,�$(flat, ;
; � ' r►iansaM�etc�.N4 sdbtradfon.. ' �� osar�`etc•No�ubtFadion. �
FiDD1�lON _ Adtl� e df's,t�nqe betvvqen ttie Eop,qf'slab
� � `Si�BTRACTION �; Sub�aa e=dist8noe�6etweenthe , ��pOp
h
(BA§�6.QN�TING� �baserr�nticrawl epace floor end the �C�$l"aNG tMe undaUbesf e�sting grade�dlScenttc
! GRADE"S) highe3t e�afsting grade ad)acknt to the ' GRAD�S' . �`
. fouFldatiqn OR fD feet(whichever is less). UAIS De�inBdbutildi.�lg heigl(t "
� �4 ALS. �Defined building height -
I
Shorelar�d:District � MCW��ermit.Reaeiveri Avera' e La#reshore.Setb$cic.l�fet? B{u#f
G Yes p a No ` N/A� - � a; Yes , No
ti Yes No . E� Yes f3 i�o � NfA
; , . , Permit Numb�r:. S�tback: ,
Storrn�nrater 4uali� Existing Pro�oses! �aria�nce Rec��ir� CI�P Requirec!:
QverEa Di�tric#Tier H�rdcover Hacdcover
1 • �� C'� Yes No _ E! Yes No `
�i �
�/,I �,' ;_``t�-�: T�Pe(S): TYPe�s)�
Updated: January 2013
v:lformslplan review checklist 2013.docx
RE�kRKS (in-house):
Fees to be Cha ed 1P�� �ta
��
Plare Rev�evv �/
S�e 5��ch�st�e �-''°'�
InvestigatEon Fee
$��-�tn�et t�fi$�►C UnE� ,
Other(specffyj
S usre Focta e $ r S uare Foota e
Basement X = $
1"`Floor X _ $
2"°Floor X - �
Garage X - $
Estfmated Construction value: � 0 3r 3��-��
Orono lnspections Required ilitork Requtring��psrate Perrnits Required Sfist�Permi�s
Cf Site C3 Ptumbmg 0 Gradir�g/Filling � Well
� Hardcover Removal � Mechanical � Fire � Efectrical
�ooting CZ Septic Q Water Connection
tE Poured Wafl � Fireplace G Sewer Connection
C3 Foundation Sunrey q Masonry t� Lawn I�rigation
[� Radon Rock Bed 0 Mfg.
t� Framing � Other(specify)
Q Insulataon
0 As-Built Survey
�Fina1
� Wetland Buffer '
� �
�Oth'er(specifY) �t ��� '� �,�Y�Q(�'j`�/�`'"' :
fl
REM�RKS (rn-h4use): :
Other Review: Revie�ved by: - Date Appravecf;
�►ccess: Existing: C! YES E3 I�O Ne�nr. Q YES LI NO `
OFFtCIAL REMAFtKS-TO �E NOTED ON PERN,+I[T I�hlD tt�l1T}ALl.ED -
( � � ' '� • ,s�.
.�' -%5C� ° `�. � r ll 6 � -, � 4�_.
��M ��� � f °� � � 1{�Y +. y"- �� � .
�
Updated: January 2013
v:lforms�plan review checklist 2013.docx
Christine Mattson
From: Amanda Bednar[abednar@minnehahacreek.org]
Sent: Monday, October 06, 2014 3:20 PM
To: Jeff Cordes
Cc: Melanie Curtis; Christine Mattson
Subject: RE: Please review asap. 135 Luce Line ridge. Orono 55359
Jeff,
After reviewing your plans and visiting the site today,your project does not require a permit from MCWD. I have also
copied staff from the City of Orono on this email.
Christine and Melanie, please let us know of any question or concerns for us on this project. I was on site earlier today
and Jeff has started work on the wall replacement.
Thank you,
Amanda Bednar
District Representative
15320 Minnetonka Blvd.
Minnetonka, MN 55345
952-641-4581
�
MINNEHAHA CREEK
wwtERS�E� C�STRiCt
From:Jeff Cordes [mailto:ieffc@metroproinc.com]
Sent: Monday, October 06, 2014 11:03 AM
To: Permitting
Subject: Please review asap. 135 Luce Line ridge. Orono 55359
I have attached the plans for the replacement of a existing wood retaining wall. In looking at the MCWD
requirements we are not within 1000 ft of lakeshore or 300 ft. of any creek/ponds. Thus not requiring a
MCWD permit.
Please contact me asap. If any further information is required. Jeff 612-201-0512
Property address:
Dave Anderson (home owner)
135 Luce Line ridge
Orono, 55359
i
Christine Mattson
From: Christine Mattson
Sent: Monday, October 06, 2014 9:28 AM
To: 'Jeff Cordes'
Cc: 'danderso7@frontiernet.neY
Subject: 135 Luce Line Ridge/#2014-01092
Attachments: Escrow Agreement- Building Permit w Erosion Control 2014-01092.pdf
Jeff,
Before we can issue the building permit for the retaining wall project at 135 Luce Line Ridge, we need the following:
1. Escrow & Escrow Agreement. Permits involving grading and/or review by the City's engineer require submittal
of an escrow and an escrow agreement. The purpose of the escrow is to guarantee reimbursement to the City
for out-of-pocket costs incurred during the review of your plans. Additionally this escrow will guarantee
conformance with City Code Chapter 79 relating to erosion control and stormwater. The required escrow
amount for this project is $2,500. The escrow agreement is enclosed. The property owner must sign the
attached escrow agreement and submit a check for$2,500.
2. Minnehaha Creek Watershed District (MCWD) Permit. Your project may trigger the MCWD permitting
requirements; please contact the MCWD directly at 952-471-0590 regarding your project. Please note, the City
of Orono will not issue a building permit without a copy of MCWD permits or documentation from the MCWD
stating the proposed project does not trigger any of their permitting requirements.
Please feel free to contact me at if you have any questions on the above requirements.
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway Orono MN 55356 (physical addressJ
PO Box 66 Crystal Bay MN 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
OUR OFFICE WILL BE CLOSED: Tuesday, November 11, 2014
1
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drawing is a compilation of remrds,information,and data
0 123 FBBt e bcated in various city,munry,and state offces,and
other sources affecting the area shown,and is to be used
for reference purposes only.The City of Orono is not
�OBolton&Menk,lnc-WebGIS 10/6/2014921AM rP�nnn�ihlrfnranvinarrurarirchcrrinrnntainrd
(�� TIME
�I�F� �(�DrTE �( �� `•-'� —
� � CITY OF ORONO CALLED IN
INSPECTION TIC SCHEDULED t3 �- �'��
PERMIT NO. COMPLEfED
ADDRESS �?.� ��:P /�v �c C��.� `
OWNER TELEPHONE NOG�r ,�"3��
CONTRACTOR ��� '�j ��
� DESCRIPTION .� d�� � ���� ��
�
4�C,FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FIWNG
� ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORFJWEfLANDS
y
O ❑ FRAMING ❑ MECHANICAL FINAL Q TREE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
i ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
J � PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL
2 OWNERICONTRACTOR TO MEET YOU:_YES_NO
y COMMENTS:
a�
a D ` � fe�.r o� o ' w��/—
oQ `' q�s ��.r � C�.�4v��� rJ/ /
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W WORK SATISFACTORY:PROCEED ❑PROJECT COMPLEfE
CT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOWERING PERMANENT
❑CORRECTUNSAFECONDITIONWRHIN HOURS. ❑ pHOTOTAKEN
INSPECTOR WILL REfURN
❑STOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
next inspect�n 2a twurs in advance. (952) 249-4600
O ctor on site: S�'�� C�r�
.
Inspector: �"�
White CopyAnspector's Ffle Canary CopylSite Notice
��� e� DATE TIME
CITY OF ORO CALLED IN � -Q�-�,�
INSPECTION NOTI E SCHEDULED sZ�-�O
PERMIT NO. '� COMPLETED
• � .
ADDRESS
OWNER TELEPHONE O.(j � 1-aO I "()��
CONTRACTOR �� �✓'�'�
, � �
� DESCRIPTION
� ❑ FOOTING ❑ PLUMBING F L ❑ E AV/GRADING/FIWNG
Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS
y p FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE O 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
J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL
2 OYYNERICONTRACTOR TO MEET YOU:_YES_NO
v�i COMMENTS:
� 1
� �,(/rl I� C'a+tiGd�K�i� .n ✓ �•b.�f S .�-- SDGG s '_
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,
� ❑WORKSATISFACTOR�F.PROCEED JECTCOMPLEfE
� ❑CORRECT WORK 8 PROCEED O ISSUE CERTIFICATE OF OCCUPANCY
0 ❑CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WRHIN HOURS. ❑pH0T0 TAKEN
INSPECTOR WILL RETURN
❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
O INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call forthe next inspection 24 hours in advance. (952) 249-46��
OwnerlContractor on site:
Inspector: �--' �
White Copyllnspector's File Canary CopylSite Notiee
. . , .
��
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.A.�•�-«�,..
� GENERu REfNNINC WAL NOIES� �'�
' 350 Highwoy 10 $outh
1. SEIBACK DISTMICE IS APPRO%IIMTE AND D06 N0T CONSIDER Soint Cloud, MN 56304
, CUKVES. RADII OR CORNERS. Phone:(320) 259-6575
2. CEOCRIDS IN TNE SLOPE AND ABOVE TNE WALL ARE USED Fax: (320) 259-6991
ONLY IN TF1E IHTERNAL COMPOUND STABILRY CALCUlAT10N5. Email: mailOduHyeng.com
3. PUCE TliE CEOCRID, IN THE REINFORCED BASE AT TME HOCHf
OF ONE BLOCK FROM TXE BO7fOM OF THE 7RENCM. I hereby cartiy tlwt tlus pbn,
- . apecifitation or report ros
� prepared by me or under my
- Srect eupervieim arM that I
an a duy LicenaedQlClEER
uder the hws of the state of
YINN60G �
106.35 ar-u,a���xi
oe-ts-�s a�s�i
Top of Wall I100,64 I105.08 4 0� u�rw.
1 Z 3
3'-0" MIRAGRID 3XT 4 -0" MIRAGRID 3XT
0
�
= m
Ns �
Gl O
C 2
Z
O
Q
Grade 100 100 �
Bottor� of Wall 99.36 100
Station 0 99 36 99,36
44.07 60.16 J
W
Section 1 2 3 4 J
Top 102,54 103.81 105.08 106.35 �
BottoM 99.36 99.36 99.36 99.36
Section Cut 19,83 32.32 44.07 60.16 Z (n
Station End 19,83 32.32 44,p7 60,16 Z
Z O
� U
w
� N
REfAINING WALL ELEVATION
�
9.Op00 0.1�98
i
106.35 it
� 3.0000� i 0.5998 2.5000�1 �J..I
� 0.0099 ]05.08 it Q J1
� 02999 103.81 ft � ,�,� � � J
]02.54 ft � 5-0� 6.33<0 `r�� w �
� 3812< � �. � � �� � 4'-0'MIRAGRI➢3%T 4£" --� � Zc
2.3416 LL.� ` `
3'-0'MIRAGRI➢3XT = � V �
�
too rt �oo v< � � y� �oo v< - -'_ y� �oo�t O J QL Z
99.36 it O�O 99.36�< 0.5000 D.5000 D.5000 � M W N
99.36 St }- • 99.36 it J- � r O
T�-zmm-I TF-e.0000-I T�-z.0000-{ T�-z.0000-{ � T � O
Section 1 0 ft - 19.8 ft Section 2: 19.8 ft - 32.3 ft Section 3 32.3 ft - 44.] ft Section 1 44 ft - 60.2 ft
. Praject No.: �µ12
�:1 RETAINING WALL SECTION i�RETAINING WALL SECTION ��RETAINING WALL SECTION oate: �-19-ta
(0 rr.- tY.e FTJ � (tG.e Fr.-u.s rr.) � �:1 RETAINING WALL SECTION
(sza Fr.-w.i rr.) '"� �u.� -eo.z Fr.) � ��o.� ey: r�s
Checked by:RJS
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OUFFY BI�NO
AIN ABBOCN7E$�IG
enr�cnwa•c►a.aw�enr
rEN u RETAIN - e�� N ���'�
350 Highway 10 South
1. SEfBI�CK DISfANf:E 6 APPROXIIMTE AND DOES NO7 CANSIDER Soint CIouO, MN 56304
CUMES, RAqI OR CORNERS. Phone: 320 259-6575
2. CEOGRIDS IN THE SLAPE ANO ABOVE THE WALL ARE USED Foz: 320 259-6997
� ONLY IN 7NE IMERNAL COMPOUND STABILIIY GLCUlATI0N5. Email: moilOduffyeng.rnm
3. PtACE THE CEOCRID, IN lHE RQNFORCED BqSE,AT THE N�CFIf
OF ONE�OCK FROM THE BOTTOY OF 7FiE 7RENCH. I hereby�erlify thot tlea plan.
specification a rcport wos
� pepared by me or uMer my
d�rect eupervieim ond tlwt I
an a dWy LiceroedEM:�EQt
� uda tle Iwa of the atate M
W�SOG
106,35 m,w--a�
Top of Walt I100.64 105,08 4 I oc 19-�� 4��r+o.
I
1 2 3
3'-0" MIRAGRID 3XT 4 -0" MIRAGRID 3XT
0
�
= a
Ns $
fJ O
C 2
Z
O
Q
Grade 100 100 100 �
Bottor� of Wall 99.36 99.36 99,36 J
Station 0 44,07 60.16 w
Section 1 Z 3 4 J
Top 102.54 103.81 105.08 106.35 �
Bottor� 99.36 99.36 99.36 99.36
Section Cut 19.83 32.32 44,07 60.16 Z (/)
Station End 19,83 32,32 44,07 60.16 Z
Z O
Q �
� W
� N
REfAINING WALL ELEVATION
�
9.p000� D,1198
1D6.35 it
0.5998
. 3.0000� 2.5000� �J..�
-{ 0.4a99 105.08 it � Q J
-{ 0.2999 ID3.61 it I � .�.� � LL �
I6.35a0 t�¢� � �
102.54 it � 5-0832 �'� '^
� 3.B12a � � � �� 4'-0'MIRAGRID 3XT �a J `� Z
M M
4
2.5416 2o w � �
3'-0'MIRFGRID 3%T � U J
� �
mo rt �oo v< - � y� �oo r: � �.� y� �oo vt p J LQ Z
99.36 ft �� 99.36 it � ��0 99.36 ft 050�0 • 99.36 it p��o � M � O
TF-z.00ao-{ T�-zn000-I T�-.-zn000-{ TF-z.oaoo-{
Section 1� 0 ft - 19.8 ft Section 2� 19.8 ft - 32.3 ft Section 3� 32.3 ft - 44.1 ft Section 1� 44 ft - 60.2 ft
Project No.: �µ�Z
i�l RETAINING WALL SECTION i�RETAINING WALL SECTION �;1 RETAINING WALL SECTION Date: 09-19-ta
� (0 FT.- 79.8 Ff.) wrs m �
(19.6 FT.-S2.S FT.) (S2S FT.-M.1 R.) (M{.t -00.2 FT.) � Drawn by: RJS
Checked by:�S
W2 OF �
o� ��
RETAINING WALL NOTES ��O COP �
A. SOIL LOADINGS CONSIDERED IN THIS DESIGN AND CALCUL4TIONS ARE BASED ON THE SURFACE DRAINAGE NOTES
FOLLOWING PARAMEtERS' I. RAINFALL AND O7HER WATER SOURCES SUCH AS IRRIGATION ACTNfTIES DIIF�Y Q'IOINEFAINO
Friction Angle Cohesion Unit Weight Soil Type CAN BE DEFINED AS SURFACE WATER. THE REfAINING WALL DESIGN AND A$$OCIATES,INC.
SHALL TAKE IMO CONSIDERATION THE MANAGEMENT OF THIS WATER. g/p,Cn/�_py�_g�y�ywg
Infill Soil 30' 0 PSF 120 PCF Well compacted silty, santly clay J. SITE GRADING SHALL BE DESIGNED TO ROUTE SURFACE WA7ER �[CINNou-eR.7NCV.
Retoined Soii 30' 0 PSF 720 PCF Well compacted silty, sandy cloy AROUND AND AWAY FROM THE WALL. 350 Highway 10 South
Foundat�on So�l 30' 0 PSF 120 PCF Well compacted silty, sondy cloy K. 7HE INTERNAL DRAINAGE SYSTEM OF THE RE7AINING WALL IS Saint Cloud, MN 56304
DESIGNED TO REMOVE INCIDENTAL WATER THAT INFILTRATES INTO THE Phone: 320 259-6575
SOIL BEHIND THE WALL. ADEOUATE STORM WATER�RAINAGE Fox: 320 259-6991
8. ACTUAL SOIL PARAMETERS MUST MEEf OR E%CEED THESE LISTED CONDITIONS TO BE USED SYSTEMS ARE REQUIRED TO COAAPLETELY DRAIN THE AREA AROUND Email: moilOduffyeng.com
IN WALL CONSTRUCTION. IN GENERAL, GRANULAR SOILS (FRICTION ANGLE GREATER THAN THE RETAINING WALL STRUCTURE.
OR EOUAL TO 32 DEGREES)ARE RECOMMENDED AS INFlLL SOIL FINE GRA�NED COHESIVE I hereby certify that this plon,
SOILS (FRICTION ANGLE LE55 THAN 32 DEGREES) WITH LOW PLASTICI7Y(PI LE55 THAN 20) L. DRAIN PIPING SHOULD BE LOCATED AT THE BACK OF THE ROCK DRAIN specificotion or report wos
MAY BE USED IN WALL CONSTRUCTION, BUT ADDITIONAL BACKFILLING AND COMPACTION FIELD BEHIND THE WALL AS CLOSE TO THE BOTTOM OF THE WALL AS prepared by me or under my
EFFOR75 ARE REOUIRED. ALLAN BLOCK CORPORATION HAS NOT VERIFlED THESE DESIGN ALLOWED WHILE STILL MAINTAINING A POSITIVE GRADIENT FOR d�recl supervisian ond lhot I
CONDITIONS,AND IF REOUIRED THE SOIL PARAMETERS SHALL BE CONFIRMED BY THE SRE DRAINAGE TO �AYLIGHT. OR TO A STORM WATER MANAGEMENT SYSTEM. om a duly licensedENGRlEER
GEOTECHNICAL ENGINEER OR OTHERS PRIOR TO WALL CONSTRUCTION. M. A HEEL DRAIN MAY BE REOUIRED AT BACK OF THE CUT TO ROUTE under the lo.s of the state ot
C. HYDROSTATIC LOADING IS NOT CONSIDERED IN THIS ANALYSIS. SUFFICIEM DRAINAGE MUST WATER AWAY FROM THE REINFORCED SOIL AIASS DURING THE YINN60TA �
BE PROVIDED SUCH THAT HYDROSTATIC LOADING (PORE PRESSURE) DOES NOT DEVELOP IN CONSTRUCTfON PROCE55.
THE REINFORCED ZONE.
D. ANALYSIS ASSUMES FILL PL4CEMENT IN 8 INCH LIFTS COAIPACTED TO 90%STANDARD N. GROUND WATER CAN BE PRESENT WITHIN THE SOIL DUE TO SURFACE
PROCTOR. COMPACTION TEST FREOUENCY SHALL BE DETERMINED BY THE ENGINEER OR AS INFlLTRATION OR WATER TABLE FLUCTUATION. IF GROUND WATER IS RYAN J YERf
OTHERWISE SPECIFIED. ENCOUNTERED DURING CONSTRUCTION,AN A�EOUATE DRAINAGE 09-19-14 41971
E. RETAINING WALL UNfiS AND MSTALLATION SHALL CONFORM TO THE ALLAN BLOCK MODULAR SYSTEM AIUST BE INSTALLED OR THE WALL DESIGN MUST CONSIDER
ftEfAINING WALL SYSTEMS SPECIFlCATION GUIDELINES, GEOGRID REINFORCEMENT S75TEM5 THE PRESENCE OF WATER WIiHM THE SOIL MASS. Date license No.
SPECIFICATION GUIDELINES,AND WATER MANAGEMENT SPECIFICATION GUIDELINES AS 0. ALL WATER COLLECTION DEVICES SUCH AS ROOF DOWNSPOUTS,
PUBLISHED IN THE AB SPEC BOOK,ABENG.M4-00. STORM SEWERS,AND CURB GUTfERS MUST BE DESIGNED TO
F. RETAINING WALLS MUST 6E STAKED ACCORDING TO THE CONTR4CT DRAWINGS. THE ACCOMMODATE MAXIMUM FLOW RATES AND OUTLET OUTSIDE THE
RETAINING WALL PLAN VIEW IS FOR WALL IDENTIFICATION ONLY. REfAINING WALL AREA.
G. GEOGRID SPACING IS DEfERMINED BY STRUCTURAL CROSS-SECTION DESIGN REOUIREMENTS. P' ftEfAINING WALLS IN CONDITIONS THAT ALLOW STANDING WATER TO
TO INSURE PROPER GEOGRI� PLACEMENT, CONTRACTOR MUST REVIEW BOTH ELEVATION VIEW OVERLAP THE WALL FACE ARE CONSIDERED WATER APPLICATIONS.
AND CRO55 SECTIONS PRIOR TO WALL CONSTRUCTION. THESE WALLS REOUIRE SPECIFlC DESIGN AND CONSiF2UCT10N STEPS
TO ENSURE PERFORMANCE.
H. SUGGESTED OUALITV lSSURANCE REOUIREMENTS:
A QUALIFIED ENGMEER OR TECHNICIAN SHALL SUPERVISE THE WALL CONSTRUCTION TO RCFCR To DE51�N DEfNLS'wµ
BIOCK 1WIGL REMfORCm WNL �OPfIpN�CMSIDNE
VERIFY FIELD AND SITE SOIL CONDITIONS. IN THE EVENT THAT THE SITE GEOTECHNICAL �PR1GnoN FOR N1 mr�ER NOIFS,
ENGINEER DOES NOT PERFORM THIS WORK,A OUALIFlED GEOTECHNICAL DEfuis,wD srECmG�s. �
ENGWEER/TECHNICIAN SHALL BE CONSULTED TO ASSURE THE ALLAN BLOCK WALL IS °
CONSiRUCTED WITH PROPER SOIL PARAMEfERS. Q
I. NO FINES CONCRETE: ' /�/�\�/ v/v/�\%�//�/ v
CEMENT(CEIAENT AND FLY ASH)ABOUT SOOk/CUB�C VARD �\�� ��\�\,.���\�� ��� FlLTER FABRiC To BE
WATER/CEIAENT RATIO 0.3-0.4 WIUS IN BInCK uwrt TO � / / / �r/�'j, vvxeo eriwE�
gE��p�� �� � ��� TOPSOII�ND NO-iIN6 VI
COURSE AGGREGATE 36"—�"WITH AGGREGATE/CEMENT RA710 OF 6:1 crr6 cor+ca[i[ _ . / / / / / / / ���TF � =%
PLACED WITH IITiLE 0 NO SLUMP pp��p� ���yyy . '\/\y���//�/ � � N o
REINFORCEMEM— ,I ,�. / �� � �` � .
dRECTION I
PRINCPIE t.&DCK/JI� K Z
REINFORCEILNi NO-FlNE$CONCRlTE
qRECIqN 3 In(75 mm)Of SdL DEPfN.VNtl6 PER
REWIRED BETWFEN TOT�L WiLL1 MEIGM TOT/�L W/�LL HEIGHf
EOCRID MUSr BE PVGED OJERIMWNG RpNFqtCEMEM ALLMJ D61CN
� ONE Cd1R5E IBOVE OR T���D GEOGRIO COMACf uNff
9ELOW ApNCENf UYER ON
FlIL51&D
TNE RETIIRN SIpE OF iHE 6 ��FlP6� �H�Hp�
CORNER TO ELNNH�TE ��E
CEOCRID LYJNiILf �
ALLIN BLOCN UN
GEOGRID UYER MUSf
INSI/�llID IMO TXE IllAN BLDC .x —
OUf51DE CORNER WffH � UNR WfM H�CR .' .'.
TME PRINCIPLE DMtECfpN N1NG5 REMPIED :,-.. -
RIMNINC PERPEHOICUW2 RtMCIPIE � �`(/
TD iME WN.L fACE PRINCIPLF REINFORCEl1EHf
REMFORCEYEM DIftEC110N INMWM Of ONE BURIED � � ��
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TME WALL FME M'IM �- '
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CR�WUUR IN7EftIAL � � � � � EY9EDIIENf OEYIH 6 in(150 mm) �+ t1PE VEMED lD OATLK:Hf W3 SECTIONS
PIACEO IN COR6 OF TME -�� ������\�.�� / (WN)
nu.w e�arc is wau is �/���////� iz��(wo mm) a m(iao mm)Toc dww iz�n(aoo mm) Project No.: 14412
IN 1NE HlFlLL SOIL � (YN) pPE YElffm TO DAYl1CM (MM) 09-19-14
���T�'��;� Date:
/1 ALTERNATE DRAIN WALL SECTIONS p,aw� by: RJS
� J � TYPICAL REINFORCED WALL SECTION � �he�ked by:RJS
� �
W 1 �F 2
I�� L�.t c� ���v.., �c��� — 2���- ��c��( 2�
o�rs�cs c�o�P�{ �s ��� �,;�.� ���C.
- 60272 •006 394•66 ,
SURVEY FOR: ASPLUNjJ CUSTOM HDMES � Prepared By: � � g g;"��`
...- 422.�3-... ���� ���.� ���� �.`:
�� - T — ���:� SCHOELL & MADSON, INC. ������
•.\ ��.� Engineers • Surveyors • Planners • Soils Testing ��
/ g 10550 Wayzata Boulevard
�'� Minnetonka, Mn. 55343
pra,na9e ond U�fr�r�tJ. Easemen� Tel. 546-7601 �
ORaNO COP
D�?SCRIPTION:_
Lot 5, Block l, PAINTERS CREEK.
BENCHMARK:
_ r- � � /� � - Spike in lath in 24-inch Oak tree as shown. Elevation �
• �� � � �% 1038.9 (NGVD - 1929 ) .
-y �J `� _ _^ � _
i� GENERAL ,NOTES:
s�
�p 1 ) • - Denotes iron monument found.
`•\ `
SS
� � 2 ) x1024. 5 - Denotes existing spot elevation.
��9 SM. Tree
� . � 6°� �t 3 ) x(1040 . 5 ) - Denotes proposed spot elevation.
`�a ��� �
��%. ' 4 ) i--�—� - Denotes direction of surface draina e.
a°'� �`°�°`, g
m•
�� '�y, � �L°� 5 ) Proposed basement floor elevation = 1030. 8.
�, � .Q� �� �oco i\y fJ
1-G0
�oo�`' �^ �o. ��ti�`',, ' 6 ) Proposed garage floor elevation = 1038 . 6 .
Q � Q�o�--�.- c� � 7 ) Proposed top of foundation elevation = 1038 . 9 .
O �ti. : � ,�, y,� �s �
��'� j� �o'�('. �o 0
�Cp y� �q o.,, �3�0'� \ / l /f 6 0
1 y
�
Ci ty o f Orono , � Q�o- �� '° i :,���on E
Planning 8 Zoning Pian qe�;,��v GX �✓ 'l°�° , ��+�
�� ,,�'t � � F
Site Plan Review Dat«. ' �
_l� t s�, � ^�� �. l,� .%.2
�4`•V
�PROVED � � � ,` � �
X1i�: ' � �
DAPPROVED WITH �,FVISI(�"IS (seE notes) �•!: Vm
� . V �o�
�DENIED „��/`'�� t �o�`� �k. I hereby certify that this survey was prepared under
`° �° � `'� ' � my supervision and that I am a Licensed Land Surveyor
Staff:�-��Q�_.�(;�� ti`°
` under the laws of the Stat� of Minnesota.
.� „j�/L/�Lsdlei�
Theodore D. Kemna
Date: 24 November 1986 License N8. 17006 �
2014'— -�� ��Z--
. �
. •
, • • • •
� • .
emo
To: Finance Department
From: Christine Mattson, Planning Assistant
CC: Street File ��" `.�
Date: November 24, 2014
G/L: 101-22205
Re: Escrow Refund
Building Permit#201401092 pertaining to 135 Luce Line Ridge is complete. Please refund
$2,500 to the applicant, David Anderson
The following is attached:
• Original signed escrow agreement
• Copy of cash register receipt showing escrow amount received
Mail to: David Anderson
135 Luce Line Ridge
Maple Plain, MN 55359
w:�.street filesUuce line ridge\135�escrow refund form 2014-01092.doac
BUILDING PERMIT ESCROW AGREEMENT
Orono Building Permit#2014-01092
AGREEMENT made this�day of (�GTiJb�/ , 20�, by and between the CITY OF ORONO,
a Minnesota municipal corporation ("City") David Anderson("Owners").
Recitals
1. A building permit application has been filed retaining wall located at 135 Luce Line Ridge the
("Subject Property°), legally described as Lot 5, Block 1, Painters Creek, Hennepin County, Minnesota.
2. Owners request 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$2,500 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, in excess of $500, 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 building 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 is caused by the work(including planning,
engineering, or fegal consultant review) associated with building permit #2014-01092 if compliance with the
approved building 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 all requirements related to the project are complete. City Staff shall review the terms of this escrow
agreement two times per year to determine whether the requirements of the project have been successfully
completed and whether it is appropriate to return the funds. Owner may also request the release of the funds,
and such funds shall be released upon City Staff receiving the appropriate verification that all requirements of the
project have been successfully completed.
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: CI�ORONO OWNER:
By � —
►ts: �'� h� ��
�
fnternal Use Only: :�Original to Planniag 0 Gopy to Property Owner �Copy to StreeYFite
DAVID J ANDERSON TTEE 1700
DAVID J ANDERSON REV 7RUST Fidelity Account� 80-568/1012
135 LtJCE LINE RDG
MAPLE PLAIN, MN 55359 ��� ��/
� . y �' Date .
— Pay to the
Order of� � �� I ����Q '�
� / �/Ll�� �/7�/�G� Ilars � s.��.;�y
, F..���..
�.�4„o�
� 'f� \7�,��,'�.. UMB Bank,N.A. � .. .
/NYESTMHNTS '� Warsaw,MO �
FOf � . . . � . — �
�: 10 i 20568 i�: i700ii' 77 LO563343099ii'
HerleM qarke -
City of Orono
2750 Kelley Parkway
Orono MN 55356 952-249-4600
Receipt No: 3.011948 Oct 6, 2014
David Anderson
Previous Balance: ,pp
Permits
2014-01092 135 Luce Line 2,500.00
Ridge
101-22205
Deferred Rev-Developer Deposit
---------------
Total: 2,500.00
---------------
Check
Check No: 1700.00 2.500.00
Payor:
David Anderson
Total Applied: 2,500.00
---------------
Change Tendered: .00
-------------
10/06/2014 12:02PM ,
' . CITY OF ORONO * z 0 1 4 - 0 1 1 4 4 *
2750 KELLEY PARKWAY DATE ISSUED: 10/06/2014
ORONO, MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 135 LUCE LINE RIDGE
PIN : 31-118-23-34-0007
LEGAL DESC : PAINTERS CREEK
: LOT 005 BLOCK 001
PERMiT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT
NOTE: THIS$2500 ESCROW IS TIED TO BUILDING PERMIT 201401092
APPLICANT ESCROW FEE-BUILDING 2,500.00
ESCROW FEE-EROSION CONTROL 0.00
ANDERSON,DAVID ESCROW FEE-GRADING 0.00
135 LUCE LTNE RIDGE TOTAL 2,500.00
MAPLE PLAIN,MN 55359-
Payment(s)
CHECK 1700 2,500.00
OWNER
ANDERSON, DAVID
135 LUCE LINE WDGE
MAPLE PLAIN,MN 55359-
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 goveming this type of work
shall be compied with whether or not specified herein.This permit will
expire and become nuil and void if construction authorized is not
commenced within I 80 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 aze
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
..........._.....,r....J .......... �UJ�_4=
�1�-��ermit �_.� .��.. _ ..�,� �� � � � ,,,,. �� _�. �� �.�, : ,�; � t C7_
c.� °
�
� ,. , . ., °�� �1 �'� �I �l � � �
Updat�Address
���: 14-01092
�' M1:�in FiPI Address
P�rmitAddress: 135LuceL[neR�ge C' �,qditionatP9Fa �adress
.
t` P�mME Issue
c��I F�. ��uo�c�)�n�I n���c�ir�co o�u�
Seq I�pection Type Inspectof D�e Status H Fee Ret
� � - , - --�-------r-� � ' '
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