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Home My WebLink About1996-008193 - retaining walls �* PERMIT CITY OF ORONO PERMIT TYPE: 2750 Kelley Parkway - PO. Box 66 Permit Number: ; 1 Crystal Bay, Minnesota 55323 _ Date Issued: (612) 473-7357 t}i 1,4, SITE ADDRESS: iAK T JR DESCRIPTION: Type REMARKS: FEE SUMMARY: VALU.,AT 1C-IN :Ur.Ch" 4Ptet. _ S 7X00 # i�f.-- # F------ CONTRACTOR: OWNER: E-.'.-:'.-:131". TREE E h E.„44;` D-- -L.'.1-'E In ( A4` -r';1.••'�` l ' +LL�`iliti} �:.t. � 16040 �'A YE`�� AVE '-'r�1'1'� r fi. Yl i.�R tlN .5 LS.., L.i #_#�(#�##�3#_# MN .5C'r.'S6 If THE UN }E•Fi`_:I GNE#} HEREBY #`'.`:-I-A1�;'.-:j:-: l='FR i 1 :-:'-:!#-iiv TC; M*)K-E THE REs=''t_. E!`7}-'l-OV'EMEN 1 `-: SPEC I E I Cr, H2 N0 #"3�.REES TO DO riLL #�#�#i�;: I N T I i T �,:I�#{•PL i�tt�r #�i TH ALL r "!"'> ,r# #�# !_: ## #-# } fit,:# -: F (JI.� I . . _ # �'11 lillyi- -:f_;i¢} ;f i�.I..i.:T tR:-i CCIDE REQUI I h'E;'ENT" . L L n ' J APPLICANT'PERMITEE SIGNATURE ISSUED BY:SIGNATURE .f Total Fee: S DateReceived: '7-4 -1 (, Date Approved: Entered By: Permit CITY OF ORONO - BU LDING PERMIT APPLICATION ALL LN-FORMATION MIDST BE SUBMITTED IN FULL BEFORE PLAN REVIEW WILL BE STARTED ----------- --------------------------- THE APPLICA_ T IS: (circle one) OWNER OR CONTRACTOR JOB SITE ADDRESS: -///2 Gigk S,-)7 ZIP: .27_3 S_i�, &/i.WD N A�ti1E OF OWNER: K�,ti PHONE: (home) y 210 -4�3 Sr (work) V'7& ,- 6.112 MAILING ADDRESS: 1741117 e.° !T CITY: 04t),v o ZIP: CONTRACTOR: 45.5,4s s Tse4e *LwvaSK1PF PHONE: yY 3y7 MOBILE PHONE/P_AGER: 4 ya -S3 s.3 MAILING ADDRESS: 1&cV12 6!,,e CITY• �2v�.� ZIP: Miv STATE LICENSE: # 5-531s ARCHITECT/ENGINEER: Evt c*_SonJ PHONE: MAILING ADDRESS: 33 iso �Enub>,� f�✓c CITY:S? «�� r'�ek ZIP: SSY-1G 'v A�ti1E: leav 43REGISTRATION # TYPE OF WORK: New Addition Accessory Structure Move Remodel/Alteration Land Alteration _ PROPOSED WORK(describe indetail): flgpZA<g A9_ h-tiez R--1n1;0V1W6 STORIES: SQ. FEET OF EACH FLOOR: NO. OF BEDROOMS: GARAGE STALLS: ATT. DET. ESTLVIATED CONSTRUCTION VALUATION(excluding land): 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 ordinances and codes of the City and with the State Building Code; that I understand this is not a permit and work is not to start without a permit; and that the work will be in accordance with the approved plan. APPLICANT'S SIGNATURE: DATE: NOTE! Parade of Homes events require separate permit approval by Police Department and City Council 60 days prior to the event. Non-permitted events will not be allowed. Sec.13.04 RIGHTS OF SUBJECTS OF DATA Subd. 1. Type of data. The rights of individual on whom the data is stored or to be stored shall be as set forth in this section. Subd.2. Information required to be given individual. An individual asked to supply private or confidential data concerning himself shall be informed of: (a)the purpose and intended use of the requested data within the collecting state agency,political subdivision,or statewide system; (b)whether he may refuse or is legally required to supply the requested data;(c)any known consequence arising from his supplying or refusing to supply private or confidential data;and(d)the identity of other persons or entities authorized by state or federal law to receive the data. This requirement shall not apply when an individual is asked to supply investigative dam,pursuant to section 13.82,subdivision 5,to a law enforcement officer. The commissioner of revenue may place the notice required under this subdivision in the individual income tax or ro m tax refund instructions instead of on those forms. Subd.3. Access to data by individual. Upon request to a responsible authority,an individual shall be informed whether he is the subject of stored dam on individuals,and whether it is classified as public,private or confidential. Upon his further request,an individual who is the subject of stored private or public data on individuals shall be shown the data without any charge 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 dam and informed of its meaning,the dam need not be disclosed to him for six months thereafter unless a dispute or action pursuant to this section is pending or additional data on the individual has been collected or created. The responsible authority shall provide copies of the private or public data upon request by the individual subject of the dam. The responsible authority may require the requesting person to pay the actual costs of making,certifying,and compiling the copies. The responsible authority shall comply immediately,if possible,with any request made pursuant to this subdivision,or within five days of the date of the request,excluding Saturdays,Sundays and legal holidays,if immediate compliance is not possible. If he cannot comply with the request within that time,he shall so inform the individual,and may have an additional five days within which to comply with the request,excluding Saturdays. Sundays and legal holidays. Subd.4. Procedure when data is not accurate or complete. An individual may contest the accuracy or completeness of public or private dam concerning himself. To exercise this right,an individual shall notify in writing the responsible authority describing the namre of the disagreement The responsible authority shall within 30 days either: (a)correct the data found to be inaccurate or incomplete and attempt to notify past recipients of inaccurate or incomplete data,including recipients named 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 included with the disclosed data. The determination of the responsible authority may be appealed pursuant to the provisions of the administrative procedure act relating 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 js'J� S 3 3 ��U.ie ' Phone City State zip I understand my rights as stated above. Signature Y CHECK OFF LIST FOR ISSUANCE OF PERMITS FOR OFFICE USE ONLY ADDRESS OR LEGAL: q//% �Q -5� PID: DESCRIPTION OF WORK: i^J �✓ `-S ZONING REVIEW BY: DATEAPPROVED: "1-zY-9 BUILDING REVIEW BY: DATE APPROVED: 1. z..y- 16 FEES TO BE CHARGED: Misc. Fees Calculated By: PERMIT Yes ✓ No PLAN REVIEW Yes !/" No SEWER CONNECTION STATE SURCHARGE Yes No WATER CONNECTION INVESTIGATION FEE Yes No PARK FEE SAC Yes No SITE INSPECTION Number of SAC Units OTHER (specify) ZONING CHECK LIST Zoning District: Shoreland District: � Fire Department: Post office: School District: Lot Area: Sq.ft. Acres Width Depth Survey Submitted: Yes .� No Date of Survey: 7 Proposed Setbacks: Front (Lake): Right Side: 1v Rear (Street): Left Side: �• Adjacent Structures: Wetland: Building Height: Def. Hgt. Peak Hgt• Avg. Setback: Bluff Setback: Lot Coverage: Existing Proposed Hardcover: 0-75' 75-250' 250-500' �• 500-1000' Hardcover Variance Required: Yes No Date of Council Approval: Grading: Staff Approval Date: By: Council Approval Date: Septic: Staff Approval Date: By: Zoning File: # Resolution: # Resolution Date: (in house): BUELDING PREVIEW CHECK LIST UBC: !y /!n CONSTRUCTION TYPE: rj1A Sq Footage S Per Sq Ftg Basement x = 1 st Floor x = 2nd Floor x = Garage x = x = TOTAL v_ Estimated Construction Value: $ `1�00 O Inspections Required: Work Requiring Separate Permits: Site Plumbing Fire Hardcover Removal Mechanical Water Connection Footing Septic Sewer Connection Framing-e)eJ�&,- Fireplace Lawn Irrigation Insulation 6 A-cfX t f(inti (Masonry) Other Wall Board J (Mfg.) Well (State Permit) ot-Final Grading/Filling Electrical (State Permit) Other REMARKS (IN HOUSE): REVIEW BY OTHERS: DATE: Access: Existing New Access Approval: Date By: REMARKS(TO BE NOTED ON PERMM: 27 � /r ? 1&& N�Lt Bonestroo;Rosene,Anderlik and Associates,Inc.is an Affirmative Action/Equal Opportunity Employer JA Bonestroo Principals:Otto G.Bonestroo,P.E.•Joseph C.Anderlik,P.E.•Marvin L.Sorvala,PE. Richard E.Turner,PE.•Glenn R.Cook,PE..• Thomas E.Noyes,PE.•Robert G.Schunicht,PE. RoseneJerry A.Bourdon,P.E.•Robert W.Rosene,P.E.and Susan M.Eberlin,C.P.A.,Senior Consultants Associate Principals:Howard A.Sanford,P.E.. Keith A.Gordon.P.E..Robert R.Pfefferle,P.E. Anderlik & Richard W Foster,P.E.•David O.Loskota,P.E.• Robert C.Russek,A.I.A.•Mark A.Hanson,P.E. Michael T.Rautmann,P.E.•Ted K.Field,P.E.•Kenneth P Anderson,P.E.•Mark R.Rolfs,RE. Associates Sidney P Williamson,P.E.,L.S.•Robert F Kotsmith Offices:St.Paul,Rochester,Willmar and St.Cloud,MN•Mequon,WI Engineers & Architects 4®M t�nniversary August 15, 1996 z�5G-1996 Ms. Jeanne A. Mabusth, Building and Zoning Administrator City of Orono Post Office Box 66 Crystal Bay, Minnesota 55323 Re: Ken Roland Retaining Wall File No. 139gen Dear Jeanne, We have reviewed the retaining wall replacement at 4119 Oak Street on the property owned by Ken Rolland. The timber retaining wall is being installed in accordance with the approved plans and is acceptable from an engineering standpoint. Erosion control measures are inplace. The work is scheduled to be completed within the next 3 weeks. Please contact me at this office if you have any questions. Yours very truly, BONESTROO, ROSENE, ANDERLIK& ASSOCIATES, INC. S", �). /d Shawn D. Gustafson, P.E. 6 , 2335 West Highway 36 ■ St. Paul, MN 55113-3898 ■ 612-636-4600 ULPiLI 1I UL'_111._4f1 k-41"I ' IY-)UL til E�111 ERICKSON == ENGINEERING Consulting E=ngineers July 5, 1996 0-C< Q `� Mr. Kenneth B. Rolland 4119 Oak Street p Orono, MN 55356 RE: Timber Retaining Wall Design and Recommendations Dear Mr. Rolland: Enclosed please find our design for your proposed timber retaining wall. Contained in this letter are our recommendations concerning questions you and Brian Essig asked on the day of our visit. It appears ti ie main problem with the existing conditions is the poor quality of the soil behind the existing You stated that it was basic^;ly `,iy. f his soil is exerting too much pressure or. the wall, causing the wa!I and soil r:1ciE to shift and move the porch footings with it. It does not appear to be an overall slope failure since the iower tier wall appeared stable and the house foundation appeared statue and in good condition. Also, the design of the in-place wall is uncertain, as well as its condition. Therefore, the problem should be remedied by replacing the clay soi! with granular as shown on the enclosed sheet, and installing the new wal! as shown. Since tl,e porch footing has shifted (tilted) it is now unstable and may move or shift additionally in the future if !eft as is, since it will be improper iy loaded. The only way to be sure it remains stable in the future is to replace it, which we would recommend to avoid having �o make corrections at a later time. If you have any further questions or comments regarding the design or wall installation, please feel free to call. Sincerely, ERICKSON ENGINEERING A)" rte► Ron Benson, P.E. RBfjbl Erickson Engineering Company 3340 Republic Avenue St. Louis Park, Minnesota 55426 (612)929-6791 J�,'CJ5/1"5b 10.50 5140- 4154 7 BEHEFITS DEEI-3I•4 ORP PAW O A - 6" x 6" x 8' HEADER B - 6" x 6" x 4' HEADER C - 6" x6" x4' DEADMAN D - DRAIN TILE E — 6" x 6" x I 1' DIAGONAL BRACE F — 6' x d' X 8', ALL WALL MEMBERS A C ,6 ,l I M e b N \ c D--o � F F j A 0 16 e\ Ato M � C l s. C I • � CONSTRUCTION NOTES: Q DIMENSION MAY VARY. Q BACKFILL WITH COMPACTED GRANULAR MATER.:F,L ONLY, TO LIMBS SHOWN. o J. PLACE TWE NUMBER OF HEADERS AND DEADMEN SHOWN ABOVE FOR a-W EACH 8 FOOT SECTION OF WALL. 4. EXTEND THE HWERS AT LEAST I" OUT FROM THE FACE OF THE WALL. x x 5. BATTER TIME WALL MIN. 1 INCH PER FOOT OF HEIGHT (9/2" PER TIER). io U 5. BUILD THE WALL WITH SOME ADDITIONAL BATTER AS THE WALL IS x ANTICIPATED TO MOVE SLIGHTLY TO REACH THE ACTIVE STATE UPON WHICH THE DESIGN IS BASED. 10 7. USE 3/8" X 10" RING SHANK GALVANIZED NAILS. PLACE 4 PER 8 FEET OF WALL PER TIER AND 2 AT EACH CONNECTION. INCLUDING DIAGONAL. BRACE CONNECTIONS. S. FOR A 4 FOOT TOP WALL, ADO ADDITIONAL HEADER. WHERE TOP WALL IN NOT NEEDED, DESIGN OF BOTTOM WALL SHALL' REMAIN SOME 9. ALL TIMBER SHALL BE PRESSURE TREATED, & CERTIFIED FOR GROUND CONTACT. ALL TIMBERS MAY SE 5'(W) x 6'"'(H). I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL EiVOINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PLANS PREPARED BY: � s ERICKSON ENGINEERING 3340 REPUBUC AVENUE 07/A9/199F, 10:35 6124041947 BENEFITS DESIGN GRP PAGE 04 07.05.1986 07:51:19 """"DESIGN OF TREATED TIMBER RETAINING WALL`"'*"•• THIS PROGRAM IS FOR OGSIGNING•A RESTRAINING SYSTEM FOR A TREATED TIMBER RLTAININQ WALL WHICH USES PASSIVE PRESSURE TO SUPPORT THE ACTIVE EARTH PRESSURE. THE ACTIVE AND PASSIVE EARTH PKESSUnES ARE DERIVED BY USING CGtJLOMB'S EQVATION. THE BACKFILL 18 ASSUMED*TO BE WELL DRAINED ORANULAR MATERIAL. THIS TYPE OF WALL U9E6TIMBER WHICH EXTEND HORIZONTALLY INTO THE BACKFILL OF THE WALL,THESE MF-MBE143 ARE CALLED HEADERS. THE HEADERS ARE PEnPENDICULAR TO TI IE FACE OF THE WALL. THE HEADERS ARE CONNECTED TO OTHER MEMBERS, IN THE 6ACKFILL CALLED DEADMEM. THE DEADMEM ARE PARALLEL TO THE FACE OF THE WALL. *'--*GIVEN INFORMATION•'•••••• 'H9IGi4T OF WALL:4.4)FT. 'WEIGHT OF SOIL:110 PCF *ANGLE OF INTERNAL FRICTION:30° 'ANGLE OF SLOPING BACKFILL: 18.40 *SURCHARGE:0 PSF 'WIDTH OF TIMBERS(HORIZONTAL)-,6 IN BATTER OF WALL; 1 IN PER FT ,,•'••••COMPUTED VALUES••••••• COEFFICIENT OF ACTIVE PRESSURE: 0.3848 ACTIVE THRUSST PER L.F.OF WALL: 339 LBS ACTIVE TMTIUST PER 8 FT aEGTION OF WALL: 2,705 LBB HEIGHT LENGTH LENGTH OF OF EFFECTIVE OF EFFECTIVE FRICTION PASSIVE TOTAL TIC-LACK HEADER LENGTH DEADMAM HEAD AEGISTANCE AESISTANCE RESISTANCE 0.0 4.0 3.40 4.0 1.44 2,430 983 3.382 1.5 8.0 6.66 4.0 2.85 2,3715 1,884 4,280 3.0 8.0 8.92 4.0 1.73 1,071 111515 2,226 TOTAL. ... 9,968 SAFETY FACTOR 3.6 """"'BILL OF MATERIALS FQR 8 FOOT SECTION OF 7.0 FOOT HIGH WALL----- QUANTITY SIZE LENGTH DESCRIPTION BD.FT. 4 6 X 5 4.0 TREATED TIMBER 48 1f 6 X 6 9.0 TREATED TIMBER 264 TOTAL .... 312 BOARD-FEET PER SOUARE FOOT OF WALL FACE 9.76 BOARD-FEET PER L. F. OF WALL • FEET HIGH 07/09/19'6 19:35 6124041947 BENEFITS DESIGN GRP PAGE 05 07-Q5-1896 07:54:58 "**DESIGN OF TREATED TIMBER RETAINING WALL'^•*•** THIS PROGRAM IS FOR DESIGNING-A RESTRAINING SYSTEM FOR A TREATED TIMBER RETAINING WALL WHICH USES PASSIVE PRESSURE TO SUPPORT THE ACTIVE EARTH PRESSURE. THE ACTIVE AND PASSIVE EARTH PRESSURES AFIE DERIVED BY VOING COULOMB'S EQUATION. THE 13ACKFILL IS ASSUMED TO BE WELL DRAINED GRANULAR MATERIAL. THIS TYPE OF WALL USES TIMBER WHICH EXTEND HORIZONTALLY INTO THE BACKFILL OF THE WALL,THESE MEMBERS ARE CALLED HEADER$. THE HEADERS ARE PERPENDICULAR TO THE FACE OF THE WALL. TI IE HEADERS ARE CONNECTED TO OTHER MEMBERS. IN THE BACKFILL CA14.E17 DEADMEM. THE DEADMEM ARE PARALLEL TO TI IE FACE OF THE WALL. *.****"*GIVEN INFORMATION"-*"WW *TYPE OF WALL:TWO TIERED *SETBACK BETWEEN WALLS:4.3 FT, *HEIGHT OF LOWER WALL;4.0 FT. *HEIGHT OF VPPER WALL:3.5 FT. *WEIGHT OF SOIL: 110 PCF "ANGLE OF INTERNAL FRICTUN:300 'ANGLE OF SLOPING BACKFILL:0" 'SURCHARGE:0 PSF "WIDTH OF TIMBERS(HORMONTAL);5 IN BATTER OF WALL:1 IN PER FC' **-*'-COMPUTED VALUES"" COEFFICIENT OF ACTIVE PRESSURE: 0.3024 ACTIVE THRVSST PER L.F.OF WALL; 933 LIS$ ACTIVE THRUST PER 8 FT SECTION OF WALL:7,484 LBS HEIGHT LENGTH LENGTH Or OF SI=FECTIVE OF EFFECTIVE FRICTION PASSIVE TOTAL TIE-HACK HEADER LENGTH DEADMAM HEAD RESISTANCE RESISTANCE RESISTANCE 0.0 4.0 3.40 4.0 1.44 4,048 953 5,000 1.6 8.0 ®.66 4.0 2.83 4,790 1,684 5,881 3.0 8.0 5.92 4.0 2.53 3,416 1,672 5,086 5.0 4.0 3.5 4.0 2.11 1,830 1,390 3,220 6.3 a 7.5 4.0 1.76 1,203 '1,135 9-001 TOTAL. . . . 22,347 SAFETY FACTOR 3.0 ********BILL OF MATERIALS FOR 8 FOOT SECTION OF 7.0 FOOT 111011 WALL"'"" OVANTITY SIZE LENGTH DESCRIPTION 50. FT. 7 5 X 8 4.0 TREATED TIMBER 70 20 3 X B 8.0 TREATED TIMBER 402 TOTAL .... 470 BOARD-FEET PER SQUARE FOOT OF WALL FACE 7.83 BOARD-FEET PER L. F. OF WALL 7.5 FEET HIQIH 58.75 07/0§/19136 10:35 124641947 BENEFITS DESIGN GRP PAGE 06 07.05.1996 07!56!53 °`••••'DESIGN OF TREATED TIMBER RETAINING WALL" THIS PROGRAM IS FOR DESIGNING'A RESTRAINING SYSTEM FOR A TREATED TIMBER RETAINING WALL WHICH USES PASSIVE PRESSURE TO SUPPORT TME ACTIVE EARTH PRI=SSURE. THE ACTIVE AND PASSIVE EARTH PRESSURES ARE DERIVED BY USING COULOMB'S EQUATION, THE BACKFILL IS ASSUMED TO BE WELL DRAINED GRANULAR MATERIAL. Ti 119 TYPE Or WALL USES TIMSI!R WHICH EXTEND HORIZONTALLY INTO THE BACKFILL Or THE WALL,THESE MEMBERS ARE CALLEO HEADERS. TI IG f iG4DCPi5 Ana rEnPENDIGULAR TO THE FADE OF THE WALL. THE HEADERS ARE OONCOT�7•TA ��1f•Tl M1f Cts1CCP10, ►R�'►'f IG O.hVfr1LL V'nvVVV Vv1P41d1t1r1/Yi. THE OEADMEM ARE PARALLEL TO THE FACE OF THE WALL. ""ww"GIVEN INFORMATION"""*""" "HEIGHT OF WALL:4.0 FT. `WEIGHT OF SOIL:110 PCF 'ANGLE OF INTERNAL FRICTION;30° 'ANGLE OF SLOPING GACKFILL:18.40 'SURCHARGE:0 PSF 'WIDTH OF TIMBERS(HORIZONTAL):5 IN BATTER OF WALL: t IN PER FT ......"COMPUTED VALUES""""" COEFFICIENT OF ACTIVE PRESSURE. 0.3840 ACTIVE THRUSST PER LF.OF WAIL; 339 LBS ACTIVE THRUST PER 8 FT SECTION OF WALL: 21706 Los HEIGHT LENGTH LENGTH OF OF EFFECTIVE OF EFFECTIVE FRICTION PASSIVE TOTAL TIG MA^W LJ=Arirr'. 1 Cni^'rU MOAR\MAAA U=Af1GCLIM'A AIr►p,K1)±RT.64"1"9Al1'`C Q�OfQTA AI/'►,�............................ 0.0 4.0 3.40 4.0 1.44 Z12TT 953 3,230 1.3 5.0 8.9C 4.0 2.05 2.152 1.004 4,055 3.0 8.0 5.82 4.0 1.75 993 1,156 2,148 TOTAL... . 8,443 SAFETY FACTOR 3.5 "'DILL OF MATERIALS FOR 8 FOOT SECTION OF 7.5 FOOT HIGH WALL"""*" QUANTITY SIZE LENGTH DESCRIPTION BD.FT, 4 5 X 6 4.0 TREATED TIMBER 40 11 5 X 6 8.0 TREATED TIMBER 220 TOTAL. .... 260 BOARD-FEET PER SQUARE FOOT OF WALL FACE 8.13 BOARD-MET PER L. F. OF WALL FEET HIGH - DESIGNED BY DRAWN BY Certificate of survey for Kenneth B. Rolland of Lot 3, Block 1. LINDEN WOODS Hennepin County, Minnesota _--------------- ! --------------- CITY OF ORONO _±1 SITE PLAN — GRADING PLAN [K APPROVED atrh 1 N 1,15 I -'j 141u5 "1115 1, [I APPROVED WITH REVISIONS J, 0 DISAPP OVE BY DATE N E -------------- ---------- ------------ -0.4 LA VA > 'v3\ 121.6 kIP5 0 0 0 0 ------ 1-: 0 1 _T� 4-2 A-49 0 ��A44 12ry e0s A r 0., / I f I A I /I f I it N 82*48' W f LEGAL DESCRIPTION OF PREMISES: Lot 3, Block 1, LINDEN WOODS* *As of the date of this survey, the plat of LINDEN WOODS has not been filed, and is not of record In Hennepin County. This survey intends to show the boundaries of the above described property, and the proposed location of a proposed garage. It does not purport to show any other improvements or encroachments. 0 : Iron marker Bearings shown are based upon an assumed datum, REVISION I DATE I DE';CRUMON SCALE # I hereby certify; that this survey wis prepared by me or under my direct super- Piiv 50, vision, and that I am a duly registered Civil Engineer and Land SurveVor.under DATE the laws of the State of Minnesota. JOB NO. Mark S. Cronberg Minnesota License Ndmber 12755