HomeMy WebLinkAbout2002-P05531 - retaining wall CITY OF ORONO PERMIT
�r750 Kelley Parkway - PO Box 66 Permit Number: Poss31
Crystal Bay, Minnesota 55323 Permit Type: vser Defnea sur�Bu�ta�n�
(952) 249-4600 Date Issued: 9i3�2oo2
SITE ADDRESS: 880 Partenwood Rd
Long Lake,MN 55356
P I D: OS-117-23-43-0001
DESCRI PTION:
Proposed Use: Residential
Permit Class: General
Permit Type: User Defined Surc Building Permit Sub-type(s): Retaining Wall
DETAILS:
Approved per resolution#:
Separate permits required:
NOTICES/REMARKS:
FEE SUMMARY: Permit Fee: $ 111.25 Valuation• $ 5,000.00
Plan Review Fee: $ 72.28
State Surcharge Fee: $ 3.00
TOTAL FEE: $ 186.53
APPLICANT: Timberscapes Inc. OWNER: Jerry&Cynthia Gray
8015 Grand Avenue S. 880 Partenwood Rd
Bloomington,MN SS420 Long Lake MN 55356
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN SI'RICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF
MINNESOTA BUIL ING CODE REQUIREMENTS.
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,J, A PL ANT PERMITEE S[G ATURE I UED BY S[GNATURE
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Copies: t-File(SiQrtitur�es Renuired), 1-Applicant, 1-Monthlv Reports, 1-Assessine, 1-Finance Page 1
Total Fee: $ / �(,� ��� -; r� �� Date Received: ��z�/ �'�.
� Entered By: ,�,� �5��" r,� Permit#: �J��;����
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CITY OF ORONO - B G PERMIT APPLICATION
All information must be submitted in full before plan review will be started.
(please print all information)
-------------------------�------------------------------------------
THE APPLICANT IS: (circle one) OWNER OR CONTRACTO
JOB SITE ADDRESS: ��� �C�R I L�/! l/t/(1v G� ZIP:
NAME OF OWNER: _� � Q y ��5 I PHONE: (home)
� (work)
MAILING ADDRESS: CITY: ZIP:
CONTRACTOR: �/ �''I��j'(S C�P�5 .� �G• PHONE: �S2 �S'�� $$ � 3
CONTACT PERSON:�U��-} �a�f�i S MOBILE/PAGER6�? — 3�' 3--��I 7-6
MAILING ADDRESS:�D l; ��w� f��,�-vP S, CITY: ��dc�M ZIP: �S�Zd
STATE LICENSE: # P �' CG',/7�"�i���TO�
ARCHITECT/ENGINEER: �►�1 R� PHONE: �.�i�� ���y —�-I'7y f �
MAILING ADDRESS: �i Z40` (�Ul'')�dt IJ7`�c"�CITY: ,o-cr r-� ZIP:�G
NAME:��`�(' ;. O`�/�S� ✓� REGISTRATION# Z�L�G/ �_
TYPE OF WORK: New Addition Accessory Structure
�
Move � Remodel/Alteration Land Alteration�
PROPOSED WORK(describe in detai�: �P(�,C��'j,S r 57�i��1� �i ►'� ��'� �� ��
v��T`� �SGy� /�C�? ���i P%�.�`'UY�7 (� a- ��
STORIES: SQ.FEET OF EACH FLOOR:
NO. OF BEDROOMS: GARAGE STALLS: ATT. DET.
o�-
ESTIMATED CONSTRUCTION VALUATION(excluding land): $ �aO�
I hereby apply for a building permit and I acknowledge that the information above is complete and
accurate; that the work will be in conformance with the ordina�ices and codes of the Ciry and with
the Sta.te Building Code; that I understand tlus is not a permit and work is not to start without a
permit; and that the work will be in a rd ce with the approved plan.
�
APPLICANT'S SIGNATURE: � � � DATE: � � � �
NOTE! Parade of Homes events require separate permit ap,vroval by Police Department and
City Council 60 days prior to the event. Non permitted even�`s will not be allowed.
�
Sec.13.04 RIGH'fS OF S[TBJECTS OF DATA
Subd. 1. Type of data. The rightc of individual on whom the data is swred or to be swred shall be as set focth ia this section.
Subd.2. Information required to be given individual. M individual asked to supply private or confidential data concecning himself shali
be informed of: (a)the purpose and intended use of the cequesoed data M+idun du collecting State agency.political svbdivision,or sffitewide rystem;
(b)whether he may refuse ot is lega(ly required to supply the requested data:(c)anY lmown conseque�e arising from his suPPIY�B or refusing to suPPtY
private or confidential data;and(d)the identity of other persoas or entides authorized by state or fedeial law to c�eive the data. This requiremeat shall
not apply when an i�ividual is asked to supp(y invesrigaave data,pursuant to secdon 13.82.subdivisioa 5,to a law enforcement officer. �
The commissioner of revenue mav alace the nodce �ewired under this subdivision in the individual income taz or arooertv taz refund
insaucdons instead of on those forms.
Subd.3. Access to data by individual. Upon request to a responsible authority,an individua!shall be informed whether he is the subject
of stored data on individuals,and whether it is class�ed as public,private or confidential. Upon his further request,an i�ividuat who is the subject
of stored private or public data on individuals shall be shown rhe data without any chuge to him and:if he desires,shall be informed of the content
and meaning of that data. After an individual has been shown the private data and informed of its meaning,the data need not be disclosed ro;him for
six months thereafur unless a dispuu or acuon punvant w this secdon is pending or addiaonal data on the individual has been collected or created.
The responsible authority shall provide copies of the private or public data upon requat by the individual subject of the data. The responsible authority
may require the requesting person W pay the actual costs of making,certifying,and compiling the wpies.
The responsible authority shall comply immediately,if possible,with any request made pursuant to this subdivision,or withia five days of
the date of the request,ezcluding Saturdays,Sundays and legal holidays,if immediate compliance is not possible. If he cannot comply with the request
within that time,he shall so infocm the i�ividual,and may have an addidonal five days within which to comply with the request,exciuding Saturdays,
Sundays and legal holidays.
Subd.4. Procedure when data is not accurate or complete. M individual may contest the accurdcy or completeness of public or private
data concerning himself. To exercise this right,an individual shall noafy in writing the responsible authority describing the nature of d�e disagreement.
The responsible authoriry shall withia 30 days either. (a)correct the daca found ro be inaccurate or incomplete and aaempt w nodfy past recipiencs of
inaccurate or incomplete data,including recipients nam�d by the individual;or(b)notify the individual that he believes the data to be correct Data
in dispute shall be disclosed only if the individual's statement of disagreement is ic�luded with the disclosed data.
The determination of the responsible authority may be appealed pursuanc to the provisions of the administradve procedure act reladng to
contested cases.
DATA PRIVACY ADVISORY
In accordance with M.S. 13.04, Subd.2, "Rights of subjects of data",we would like to inform you that your request
for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or
confidential information.
' You are notified that:
1, The information you furnish will be used to determine your qualification for the permit or license requested.
2. You may refuse to supply data, but refusal may require that the City deny the permit or license.
3, The information may be shared with other local, state or federal agencies to the extent necessary to process
the permit or license.
4. If your requested permit or license requires Council action to approve, some information may become
public.
5. You have certain rights under M.S. 13.04 (available upon request) to review private data on yourself.
6. Your full name is required to process this application or permit.
First Middle Last
Address .
City State Zip Phone
I understand my rights as stated above.
Signaturo
CHECK OFF LIST FOR ISSUANCE OF PERMITS
' FOR OFFICE USE ONLY
' ADDRESS OR LEGAL: 4��p �/�R�W DO
PID:
DES CRIPTION OF WORK: _ t?�-�v��n>�,N C� c� A� (L�'�t►c..Q-,y,�,.,�-
ZOVPIG REV�W BY: DATE APPROVED: �-2,�-•2
BUII.DING REVIEW BY: DATE APPROVID: �6 -a�-�t..
FEES TO BE CHARGED: Misc. Fees Calculated By:
PERMIT Yes �/' No
PLA1�1 REVIEW Yes ✓ No SEWER CONNECTION
STATE SURCHARGE Yes _� No WATER CONNECTION
INVESTIGATION FEE Yes No PARK FEE
SAC Yes No SITEINSPECTION
Number of SAC�Units OTHER (specify)
ZONING CH�CK LIST Zoning District: NO Ctl'�G-� .
Fire Department: Post OfFice: School District: �
Lot Area: Sq.ft. Acres Width Depth
Survey Submitted: Yes No Date of Survey:
Proposed Setbacks:
Front(I,ake): Right Si e:
Rear(Street): Left Sid :
Adjacent Structures: etland:
Building Height: Def. Hgt. eak Hgt.
Lot Coverage:
Grading: Staff Approval Date: By: Council Approval Date:
Septic: Staff Approval Date: By:
Zoning File: 1# Resolution: # Resolution Date:
Shoreland District:
Avg. Setback: Bluff Setb k: Lot Coverage:
Existing Proposed
Hazdcover: 0-75'
75-250'
250-500'
500-1000'
Hardcover Variance Required: Yes No Date of Council Approval:
REMARKS (in house):
7
BUII.DING REVIEW CHECK LIST
�C� -- � CONSTRUCTION TYPE: —
� ' Sq Footage $Per Sq Ftg
Basement � . x =
lst Floor x _
2nd F1oor x =
Garage x = �
x —
TOTAL
Estimated Construction Value: $_ S, �•• '=
Inspections Required: �Vork Requiring Separate Permits:
Site Plumbing Fire
Hazdcover Removal Mechanical � Water Connection
F���g ; Septic Sewer Connection
Framing Fireplace Lawn Irrigation
Insulation (Masonry) Other
Wall Board � (Mfg.) � Well(State Permit)
�F�� Grading/Filling Electrical(State Permit)
Other
REMARKS(IN HOUSE): .
REVIEW BY OTHERS: DATE:
Access: Existing New
Access Approval: Date � By;
RENIAR��.S (TO BE NOT'ED ON PERMIT�:
• ,
8
�
ORONO MINNESOTA
�
GENERAL NOTES: GENERAL NOTE�:
DESIGN PROVISIONS: SUGGESTEO QUALITY ASSURANCE PROVISIONS:
1. THE FOLLOWING EFFECTIVE STRENGTH PARAMETERS WERE 2. THE FOUNDATION SOILS AT THE BASE OF THE WALL(S)
ASSUMED IN THE PREPARATION OF THE STRUCTURAL SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER.
CALCULATIONS FOR THE BOULDER RETAINING WALL: ANY UNSUITABLE SOILS OR IMPROPERLY COMPACTED
EMBANKMENT MATERIAL SHALL BE REMOVED ANO REPLACED
� C 7 SOIL TYPE AS D�RECTED BY THE ENGINEER PR�OR TO WALL
RETAINED SOIL 26' 0 120 PCF LEAN CLAY CONSTRUCTION TO PROVIDE ADEQUATE BEARING CAPACITY
FOUNDATION SOIL 26' 0 120 PCF LEAN CLAY AND MINIMIZE SETTLEMENT.
SOIL TYPES AND DESIGN PROPERTIES SHALL BE CONFIRMED 3. ALL WALL EXCAVATION ANO RETAINED SOILS SHALL BE
BY THE SITE GEOTECHNICAL ENGINEER PRIOR TO WA�L INSPECTED FOR GROUNDWATER CONDITIONS. ANY
CONSTRUCTION. ADDITIONAL DRAINAGE PROVISIONS REQUIRED IN THE FIELD
SHALL BE INCORPORATED INTO THE WALL CONSTRUCTION AS
2 MAXIMUMLSURCH RGEGLOADINGS UPPORT THE FOLLOWING S H EET I N D EX DIRECTED BY THE GEOTECHNICAL ENGINEER.
4. ALL STRUCTRUALLY PLACED BACKFILL MATERIAL SHALL BE
LIVE LOAD: NONE PAGE DESCRIPTION TESTED AND APPROVED BY THE INSPECTING ENGINEER,
BACK SLOPE: 3:7 (MAX) MEETING THE MINIMUM REQUIREMENTS OF THE APPROVED
SEISMIC: NOT APPLICABIE 1 TITLE SHEET DESIGN PLANS.
2 SITE PLAN
3. THE WA�L FOUNDATION SOILS AT BOTH WALL LOCATIONS 3 WALL ELEVATIONS 5. ALL SOIL BACKFILL SHALL BE TESTED BY THE INSPECTING
SHALL BE CAPABLE OF SAFELY SUPPORTING 2,000 PSF 4 WALL SECTION DETAILS ENGINEER FOR MOISTURE, DENSITY, AND COMPACTION
WITHOUT FAILURE OR EXCESSIVE SETTLEMENT. LOCAL PERIODICALLY, TO ENSURE A MINIMUM COMPACTION EFFORT
BEARING CAPACITY SHALL BE CONFIRMED BY THE SITE OF 95% STANDARD PROCTOR.
GEOTECHNICAL ENGINEER AFTER FOUNDATION EXCAVATION
AND PRIOR TO WALL CONSTRUCTION,
SUGGESTED QUAUTY ASSURANCE PROV�SIONS:
1. WALL CONSTRUCTION SHALL BE SUPERVISED BY A QUALIFIED
ENGINEER OR TECHN�C�AN TO vER�FY FIELD AND SITE SOIL
CONDITIONS. IF THIS WORK IS NOT PERFORMED BY THE CI�Y OF CRQN'�
SITE GEOTECHNICAL ENGINEER, A QUAUFIED GEOTECHNICAL BUILDING PE' FJii r F'LA�1 F-��.ViEW
ENGINEER/TECHNICIAN SHALL BE CONSULTED IN THOSE INSPECTOR
MATTERS PERTAINING TO THE SOIL CONDITIONS AND WALL DATE �-2l -oZ P�H1�^37 NO. �
PERFORMANCE. ,0'APPROVcD AS SUB��i!TT�� y
f� APPROVED V'�r17H COi,R'"CT!OtiS F,�i���T�D
❑ NOT APPROVED---COR;�,�CT&R�SU�;':;1T
These comments ere f�r your info;ma!ion. Ail work shc,�{ta dora
in iuli Conlpliancs ssith �II appliccbla buiic'ing and zor,i;+r� �,;da.
Requir�mentS i:�cludmg i,a�r;no;sp•�:c;t,:;;'y,: .:d.� ?i�l;,aview.
coaYR�cHr ��> zooz eY MR� eNc�NeERiNc. wc. KEEP THIS PLAN SET ON SITE AT ALL TIMES
Designed By: Projec;:
rHc ocsc++is uuneo ro rHc iNrenw.�efa0 ExiERH.LL STeBiuiv q'iHE SEGUEMInL w.LLL No. Dote Revision gy . ^Ir I hereby c �tify hat t � plOn specification, o� �epO�t wa5
SiRUCiURE ONLY. GLOBet 4�&utt�s rNc aE5PON5BLtt Of rHc o.�ca .Nc DES�rv MRJ �� RJ E N G I N E E R I N G� I 1\l�. prepared m or my d�rect supervfsion and that I am
i5 65E�On ME ti55uuPiqH i��iHE u�tEm�L�niwr�-HE RETNHED w�55.uETH005 GRAY RESIDENCE p dU�Y �iC f15e � E 5 fiO� Engineer under Lt1Q �OWS Of ��lE
oF��.s.a�n�,,�o o�Kn o�4s1£FMLS CONLOHY i0 uRJ ENGwEEft�HL Hc. Sca�e: BZOO HUMBOLDT AVENUE SOUTH, SUITE 217 ORONO, MN s�ate of �n e �
5°""'U°°"S`°"'"'S`"°"" N�q _ '-�R`�'i BLOOMINGTON, MN 55431 $I-�(oZ
LHiS DfUwinG 5 9EiNG��a�«s�Eo�aA,���SPE��F��,E�,o�,,. .�.P.�r PHONF: (952) 294-4755 Title: Oate:
,�CCEPTinG iHiS pp�VUENT DOES SO iN COMitDENCE w0.�GFEES*w�ii Sw�LL MOi BE '
WPLIGiEO iN wHOLE OR iN PMT,HIXt q5CLO5E0 i0 O�NERS WIiHWi iNE COHSEHi OF I �O�e: \� FAX: (952) 294-4595 TITLE SHEET Re �stratian No: Pro ect NO: �fOwlll NO:
uR�ENG�HEEfM1wC,iMC. I �' 9� 1 9
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1. THE SITE PLAN SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY. � �Q� �tn
IT IF REPRODUCED FROM THE PROJECT GRADING PLAN. -��v O� p ��
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COPYRIGHT (c) 2002 BY MRJ ENGINEERING, INC.
Des�gned By: project: I hereb cer'f that his I n s ecification, or re ort was
TME DESCN K UMnEU TO TxE iMiENrul�+0 pREAwI ST�&utt Oi TNE SEGYCNTK wY1 No. Dole Revision B MRJ M R J E N G I N E E R I N G I N C. prepared bY e de y dPect supervision o d ,ha, � am
SfYUCTUN[ONLY. CLOBAL STI19411Y K TNE i1E5VON518Ntt 0�TNE d/NCR. iME OESIGN � GRAY RESIDENCE a dul Lice ed o ss� � En meer under the laws of the
s a.sEo�TMc.sw�a,��Y.m+�.i�.���1ME RETMNEO 1MSS.YEi1qD5 8200 HUMBOLDT AVENUE SOUTH, SUITE 217 StoteYot M� neso . 9
ov cansmuc�,wa auun a whrtws caaortu ro uw Exc�c[mHc.u�c. SCale:
��,���,���. R , M
�. _ 20. BLOOMINGTON, MN 55431 g�-�(oz,
n�s ow�xc rs avw�r.swcn roR nus vccsx vaaccT o.�r. �x.vum PHONE: (952) 294-4755 rt�e: Date:
�LCEPING M6 WCVUEM 006 50 M COMOENCE u�D�GNEES�.r�T 5,��,� . ( SI TE PLAN 9� � 9
a�wrm�rHo�c on n�wwr,noa ascwsco ro on�exs wm�aur rwe coxse�r oa Date: FAX' 9rJ2� P94-4S9S Re stration No: Pro'ect No: Dra.in No:
�'`�`�`'�`� 07 AUG 02
MRJENG INEERINGCSPRYNET.COM 25493 02-210 2
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GENERAL NOTES:
1. THE WALLS ARE TO BE CONSTRUCTED WITH BOULDERS AS PER
THE PROJECT DESIGN REQUIREMENTS (SEE PAGE 4).
2. THE MINIMUM EMBEDMENT AT THE BASE OF THE WALL IS 18".
� '- o c�
� J O
O Q 0 Q
3 3
z o
� T/W EL = 947.00 T/W EL = 947.00 w
T/W EL = 944.00
Z 948.00 T/W EL = 942.00 T/W EL = 942.00 948.00 Z
p 946.00 946.00 p
Q 944.00 944.00 Q
? 942.00 ------------------------�—
----------------------------------- 942.00 ?
w 940.00
-------------- 940.00 J
826.00
18" (MIN) 826.00
T/W EL = 940.50 T/W EL = 940.50
REINFORCEMENT �_ GRAVITY WALL �
DEPTH (FEET) '
(BOULDER WALL — 15' SETBACK) �'
DIST ALONG
WALL (FEET)
0 10 20 30 40 50 60 70 80 90 98.00
WALL 1 — FRO NT FAC E ELEVATI 0 N
COPYRIGHT c) 2002 BY MRJ ENCINEERING, INC.
Des�gned By: Project: I hereb certif that this s ecification, or re ort was
n�c oes�5 urrtco ro rwc�..cxr�.ro czw,.�snewm a nc sccucrrt.�w�u No. Date Rev�sron BY MRJ prepared b me or n erP dPect su P
SrnuCNpE owv. ctoeK sngutt�5 n�E a6ro�enm or n�c onnrx. n�E oESu� N E E R i N G I N C. Y pervision a�d �hat � am
K B�SEO OM lXE ASSUYPiqN lIM!illE W1W.1�WIIXIN TIE RETMIED YASS.YE1110D5 + GRAY RESIDENCE o duly Lice ed P e ion I ngineer under the laws of the
oi����.„�,o�„T oF W„�.5����a�,��„�.�,K. s�oie: 8200 HUMBOLDT AVENUE SOUTH, SUITE 217 ORONO, MN state or M� e t .
�'�g��»'�«S.�,E�T. I' = 10' BLOOMINGTON, MN 55431 Q(7�02
ms on..+�c s een+c��o ron n�s sscca+c w�auca awr. �wr aum PHONE: 952) 294-4755 Title:
Dute:
�CCEViMG M5 DOCUYENT DOES 50 IN CONf10ENCE.WO AGNEES Twi rt SMY�xOT BE
wcuu�co�.�ae ox w PNff,NOR d5CLO5m LO OINFAS WIfXOUT Ii1E COXSENT OF Date: FAX: (9�JP� Z9L+—L�S9�J WALL ELEVATI ON Regishation No: oject No: Draw�ng No:
�"'�`�`m�`''�`� 07 AUG 02
MRJENGINEERINGC�SPRYNET.COM 25493 02-210 3
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BOULDER SCHEDULE
WALL HEIGHT (H) MINIMUM 60ULDER OEPTH (D):
0-3 24"
4 2 7'•
5 30"
6 33"
7 36"
DRAINAGE STONE SPECIFICATION:
ORAINAGE STONE SHALL CONSIST OF CLEAN 1" MINUS
CRUSHEO STONE MEETING THE FOLLOWING GRADATION
� S�EVE SIZE: %PASSING
1" 100
3/4" 75-100
N0. 4 0-10
N0. 50 0-5
• 8" LOW PERMEABLE SOIL
15' (MIN) • � • .
• • . 12" (,MIN) DRAINAGE STONE
BOULDERS '� • . . (3/4 CRUSHED STONE)
H FINISHED GRADE AT . , ' � ' RETAINED SOIL —
BOTTOM OF WALL
ROADWAY . • � • g OZ. FII.TER FABRIC NOTES:
� -----�---=-•=-- 1. THE SECTION SHOWN REPRESENTS TYPICAL CONSTRUCTION FOR THE
--J- ' ' , � BOULDER WA�L. SEE WALL ELEVATIONS FOR TOP AN� BOTTOM
• • . • . , ELEVATIONS ALONG THE WALL, AND THE FINISHED GRADE.
4" DIA CORRUGATED PERFORATED PVC 2. THE BOULDERS SHALL BE PLACED TO GRADUALLY DECREASE IN SIZE
DRAINTILE WITH SOCK. OUTLET THRU WITH INCREASING HEIGHT, MAINTAINING THE MINIMUM DEPTH REQUIRED
WALL � 30' O.C. (D) FOR THE OVERALL WALL HEIGHT (H)
18" (MIN) 3. THE BOULDERS SHALL BE PLACED TO AVOID CONTINUOUS JOINT PLANES
IN VERTICAL OR LATERA� DIRECTIONS. EACH 60ULDER SHALL BEAR ON
TWO OR MORE ROCKS BELOW IT, WITH GOOD FLAT—TO—FLAT CONTACT.
4. PLACE A 4" DIA CORRUGATED PERFORATED PVC DRAINTILE W/SOCK AT
TYPICAL WALL SECTION THE FINISHEO GRADE OF WALL AS SHOWN. OUTLET AT ENDS OF WALL.
5. MAINTAIN A MINIMUM 12" DEEP DRAINAGE ZONE AT THE BACK OF WALL
AS SHOWN. BEGIN THE DRAINAGE ZONE AT FINISHED GRADE TO AVOID
SATURATING THE BASE OF WALL.
6 COMPACT ANY STRUCTURAL FILL PLACED BEHIND THE DRAINAGE ZONE
TO 95� STANDARD PROCTOR.
7. THE BOULDER WALLS ARE DESIGNED AS GRAVITY WALLS:
MINIMUM SAFETY FACTOR FOR OVERTURNING --------- 1.5
MINIMUM SAFETY FACTOR FOR SLIDING ------------- 1.5
COPYRIGHT c) 2002 BY MRJ ENGINEER�NG, INC. �
Designed By: Project:
nK OESCN 5 U1rtED i01NE iN1ERNY,u�0 pcf(R1aiL SVi&Utt�[TME SEGYEMGIL wN1 No. Date Rev�s�on gy A' I hereby certify that this an specificotion, or report was
SiRUCTURE OxLt. 0.0B�1 Sf�BIUIY 5 TME RE5PoNSIB�Utt Oi 1ME OMxER. TME OESC� MRJ J E N G I N E E R I N G� I 1`I�. prepared by me o u der y direct supervision and that I am
IS BASEO d1111E ASSUYPIqN TM!TNE W1Ef11�L NIiXIM,�e�r,�,m�s.ycr�aos GRAY RESIDENCE a duly Lice sed of s�o al Eng�neer under the �ows of tne
s�o,�: 8200 HUMBOLDT AVENUE SOUTH, SUITE 217 ORONO, MN state ot M nes .
���R���..�o�,TM o��h��«��To�E��. �. BLOOMINGTON, MN 55431
svEcmunoxs rox n�is rxaecr. I/4' = I'-0' ra 0�'��O't
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