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HomeMy WebLinkAbout2010 (3) - with permit 2010-00700CERTIFICATE OF SURVEY FOR RICHARD A. ZONA IN THE SW 1/4 OF SEC. 25-118-23 HENNEPIN COUNTY, MINNESOTA 50 100 SCALE IN FEET is gg6 �i PROPOSED ,�gOg 6+ 5g ---- ' \z 5X5' ENTRY R' Fj°2 10 MONUMENTS G �' ` N '" •GMP 3 al. .. 998 •, , �� • �Q���cJ �g97-5 'f�, : A 8 E=RRY' •1 10 _ 8„MjjLE I II I SEP 1 b CffVOF C - -- e MAR ,;� p° PSE C� z2 p P Ilk 4� `�' N 0 o o 0 ' o N I' 'J - �.,a7/ S ASS 30ro z -' - _� /C5OC1• CN o g86�� ----- /PL WOOD m9� AIL l FENCE (984.7) • 4 CO 0 /�10�} - 0 9 so PROPOSED ; l ' 9 DRIVEWAY I V Ex7VAY I �9 - s �I n� GP 90 "0,PGS 30DRIVEWAY EASEMENT AS LISTED ........... IN OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY COMMITMENT NO. ORTE722900 DATED 10-7-09 LOT ,�REA N x`822 AMP TOTAL T, ACRES EXCLUDING /ROAD O i } WHITE D % /� -g V �. PI E\ % a_l 11P Z �A\ '14'' O BOJ o wa �sc�7� '•0 No L �J . W / / 10” ELM PINE L / POWER dj Q �- \ POLE C - - > X ' .S �TBACK ��` ,'12" LINE a \fn, 10I10 2,5 SIP P. y I - 200 NOTE: CUTOFF EXISTING WYE 28 w3 E ,� DRIVEWAY TO ZONA PROPERTY I ,WHITED UAK- KBD >0 WOOD RAIL FENCE OVER AD i rrl r„ EXISTING WIRE' BAOwon© GARAGE 30 / A 24.4 301. BLACK PLE -18 ti POWER�P P LE I ENCHMRRK i 1 BAss O'o s� ELMQ OF WEL - I I \\ ��10�E D ifWTBAS 3 1031.8) j 0 1I4" ELM 1 o� 1 ry OD (� � � y � � III WHII�E� 11 ELM �IVZ\ PA, pAK w .1 W22 EPRO2 ��:� °' pOSEp ° 03... _ SOAK BASSW001)A �� l '47 7 PROPOSED ELEVATIONS (PER ARCHITECT) ' 'IAs��© �qe �— # �'� 000)� --�� 5 1 _ 46 �, G�. 1) MAIN FLOOR= 1030.5 2) LOWEST FLOOR =1019.0 3) GARAGE FLOOR=1030.33 LOT AREA = 282,105+- SQ. FT. TO THE OHW OF LYDIARD LAKE EXCLUDING SPRING HILL ROAD RIGHT OF WAY l J IIpNj, POWER'I z 18' OLE R 0 N CIAIN FL --- , W - �� HQE�JC 1030. �� 1 30 �0 IL , \AOA W. LEV. E & EL MAPLE o #465 to 19.0 i- �� 8 MEQ. 1'01 ♦l1 - wHAK--- eoo �I � \ V' EXISTING �1' BA66 D�_ 70 ELM - Aft= - - - 1' r L �-�' HOUSE ,� rIIl�E TERRA _ g Z ' AK — � �p #445 \ oKE \ WHiTE��' — 16� — N�� J ° V - CH Tye - 2 E _ PEN WAL45 2 � � � POR ° POOL 10" NAOLE 301, (G 1 \ SETBACK, 0 / LINE 8 x,8 V� l�c^ \ HKR` 24. WHITE �30 -. \ 9' E - _ EXISTING — HOUSE #521�� 1z� a9P = DECK _. It _ s srrE � 26" , W I E �z0 Z DETAIL 1 11111=30' 0 ' �UIC - ("�l �l ,mac SE _ _ o L_ �.J I 1-10004CKLI 1Es - -SETB-ACK _ LIN E _20 _ K E 3 2 IF WR - E _ �►�4— — — - r — - - RVEY- _ ? ° 970.9— CONTOUR . LINE (OHW) 3 N N ,,,�,6/� LYDIARD �. =�Piiv Ul Cr on N 1031.8) � �.. ' O O fo) 0 LAKE N (1028.8) I &7 1 \C� o SOUTH LINE OF O I 67.85 DESC. GOV'T LOT 5 m I`•---'69.59 MEAS. •'\SE COR � � r m ....--- ............... .... 341.7 Gov' T LOT 5 147.3678 MEANDER t - N 89042' 18" W CORNER N •:489.08•------------- -- 1 ' 30 LEGAL_ DESCRIPTION OF PREMISES a par o e following de- e property: 2 i That part of Government Lot 5, Section 25, Township 118 North, Range 23 West of the 5th Principal Meridian, described as follows: Beginning at the Southeast corner of said Government Lot 5, marked by an iron post located 67.85 feet due West of meander corner number 148 as set out and established by survey of record in the office of the Surveyor for Hennepin County, State of Minnesota; thence West along the South line of said Section 25 a distance of 489.08 feet; thence northerly along a line bearing North 12 degrees 42 minutes West to the intersection of such line with the centerline of County Highway Number 6 as now laid out, traveled, and established; thence in a northeasterly direction along the centerline of said County Highway Number 6 a distance of 767.2 feet, more or less, to the intersection of said centerline of County Highway Number 6 with the easterly line of said Government Lot 5, which point is marked by an iron post driven into said Highway; thence south along said easterly line of said Government Lot 5 a distance of 1262.3 feet, more or less, to the point of beginning. Lying westerly of the following described line: Commencing at said above—described Southeast corner of said Government Lot 5; thence west along the South line of said Section 25 a distance of 341.7 feet to the point of beginning of the line being described; thence deflecting right 101 degrees 15 minutes a distance of 495.4 feet; thence deflecting left 22 degrees a distance of 96 feet; thence deflecting right 20 degrees a distance of 58 feet; thence deflecting left 14 degrees a distance of 92 feet; thence deflecting left 27 degrees a distance of 170 feet; thence deflecting right 32 degrees to the centerline of County Highway Number 6, and there ending. o denotes iron marker 908.3 denotes existing spot elevation, mean sea level datum 908.3 denotes proposed spot elevation, mean sea level datum ---917- --- denotes existing contour line, mean sea level datum FT_�] denotes proposed contour line, mean sea level datum Bearings shown are based upon an assumed datum. - Proposed drainage direction This survey shows the boundaries of the above described property, the location of two existing buildings, topography, trees in the northeasterly half of the lot, the location of all proposed "hardcover" thereon, and the location of a proposed house and terraces, and any visible encroachments and easements as listed in Old Republic National Title Insurance Company Commitment No. ORTE722900 dated October 7, 2009. REVISIONS DESIGNED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT DATE WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, 11-11-09 -11 09 G RON B ERG & ASSOCIATES, INC. DATE BY REMARKS AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER 1 CAE LF 7-20-10 NEW PROPOSED HOUSE AND DRIVE SHOWN DRAWN AND LAND SURVEYOR UNDER THE LAWS OF THE STATE OF CIVIL ENGINEERS, LAND SURVEYORS, LAND PLANNERS MINNESOTA. JOB NO. 8-24-10 NEW CULVERT, ADD'L TOPO 445 N. WILLOW DRIVE LONG LAKE, MN 55356 9-13-10 PROPOSED ENTRY MONUMENTS CHECKEDSHEET EET OPHONE: 952-473-4141 FAX: 952-473-4435 DATE MINN. LICENSE NUMBER SHEETS_Aj 11 ti 3 RECEIVED SEP 1 6 2010 CITY OF ORONO STORM WATER POLLUTION PREVENTION PLAN FOR RICHARD A. ZONA IN THE SW 1/4 OF SEG. 25-118-23 HENNEPIN COUNTY, MINNESOTA i Y (984.7) STORM WATER POLLUTION PREVENTION PLAN BEFORE AND DURING CONSTRUCTION 1. The following storm water pollution prevention measures are shown on the plans and shall be implemented prior to construction: * Install silt fence around the perimeter of areas to be graded as shown on the storm water pollution plan. * All temporary stockpiles must have silt fence around them to trap sediment. * Construct rock construction entrance at field entrance to site. * Phase grading work to minimize the duration that any disturbed soil is exposed. * Seed and mulch must be applied within 72 hours after rough grading is complete. * Locate stockpiles a minimum of 50 feet from ponds and site drainage routes. * Remove any sediment that has been tracked onto public or private streets within hours. * Remove any spill of fuel, oil, or other chemical immediately upon detection. * Store construction materials in an orderly manner. * Repair silt fences, rock construction entrances, and other erosion and sediment controls as needed. 2. Storm Water Pollution Prevention After Construction The contractor shall implement the following storm water pollution prevention measures after construction: * All distrubed areas without permanent impermeable surfaces will be vegetated for final stabilization. * Silt fence and other erosion and sediment control devices will be removed after vegetation is established * Contractor shall maintain a construction activity log with dates of major grading activities, dates grading stops and spills. * Keep SWPPP and inspection log accessible on site. 3. Notification * If the rock construction entrance is filled with sediment the contractor shall either replace the entrance or add additional rock with 24 hours of detection or notification * If sediment from the site is observed on adjacent streets or other properties, the contractor shall remove the sediment within 24 hours of detection or notification. * If sediment from the site is observed on adjacent streets or other properties, the inspector shall identify the source and discharge location of the sediment and instruct the contractor to implement additional erosion and sediment controls at those locations to prevent future discharges. * If building materials, chemicals, or general refuse is being used, stored, disposed of, or otherwise managed inappropriately, the contractor shall correct such defects within 24 hours of detection or notification. If the discharge has occurred on the property, the contractor shall remove the sediments and debris within 24 hours of notification and correct the source of such materials as directed by the inspector. DETAIL 1 11=30' 1 30 o denotes iron marker 908.3 denotes existing spot elevation, mean sea level datum 908.3 denotes proposed spot elevation, mean sea level datum 917- - denotes existing contour line, mean sea level datum denotes proposed contour line, mean sea level datum 3E denotes proposed silt fence III PROPOSED Og +,, GJg...... ........... 1g96�1 :'Iz 5X5' ENTRY 1g 0 o MONUMENTS � C� �0� (0 N •9g3 k � lg9Q' a N .. Q' � QO ••1 O ' ,05 .X99 tp 8 CERRY t _ --- �, . , a' LE V(� 9°pA91 ✓' $. � � t ° p° PLE C �� Cop o 2 M 24" A CI Ol Cry / a Q f Q D C,4 O SL 30 z 78AK - do C}� 0 19��D 1014 WOODAIL i W % l i i 1 Pd LE FENCE t 1 0� la1 -9, f o 1 0, 10/ lgay�l i 86 / ®o "F/1' PROPOS DRIVEW Y -P- Z CS cl1 ---- --- /.2" OPLE/ U !I ' J / �� / No Q N � 30%� DRIVEWAY EASEMENT AS LISTED ______ IN OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY COMMITMENT �_��\N �• �� N0. ORTE722900 DATED 10-7-09 d j• II ��' 0 3Q/ Cry - 10T EA N ACRS TOTAL o° ACRES EXCLUDING'RO D 0 + 26" 0 _ 0 WHITE \ 1 ��� o -_ -Y 1 81RC Z `O `J _ N CJ � / C i l l J 10" EL Y �� i O ,2' cG. PINE N +\v O � O \'= � % \ POWER 500'' - / , ; �zo,. SET B K a, - _ �'r2 0 (AA.�` / )I / L f-- °k#xr INE 4" �r �1DI10�t i �' 4- Y� - a N N _ ,' � / --Jsz� _ � '�' �ir .� -�`" NOTE: GUT OFF EXISTING WYE / N28' YnV�� DRIVEWAY TO ZONA PROPERTY I----T-=-�, i',,� c 0 O wooD p\ RAIL t rn W 'o 1 I FENCE OVER AD EXISTING WIRE I, BA woos GARAGE 3O k�r4' la_� 24.4 ° 'o g A ,16 PPLE �� -�V P�wEf? p,8 CE ,,, - PALE i ENCHMARK �.... i j I � BA56 OOd 'ELM OF WEL I �enswogo �� i • waTE (103 . -iOE C� 30 ZA o o 1Q3 1.a ,1 - e ) i ,4 ELN � \ .I 00 V RITE* I IEL1 WHIT y ° ) 9AI( OAK O o ` \ I ` 22�� 'W4FE'I BA SW'OODV PROPOSED E NO3 \ N , .O K \ s � X477 eAs��000 r� #�� z ,7 _ �10�� -1028- (Ja'� 6 EXIS �NO MAIN FE. 41 -�� �� 00 'f•. IIL A,._� HOUSE 100 1 3 C 1-0 E 5 MAPLE LOW. _ Ln_ 8\\ELM �. iQ a 465 L 1019.=` a , .�J 24 eAssWep o'•,, ELM � Hi- -� -.00 ) O \ EXISTING ��241�, ��HOUSEE TERR«�- Z 445K � - - � (fiWH26 f ON A\K .WHITE -�--. ^t •. \ 'OAK}L. L °-.,. OPEN PORCH WALL, 2 - -WH TE -- 1` � POOL �, 2�50t" 30" �V\ ��SETBACK �Q/ -� ',LINE, a'X,s 1 `�./ HIKE _ 24 WHITE -WHITE _ -30 O�K 70 \e_ R AU/L L_ `� I Ll meq cK - - - = - cs ' ES - �7 N 7 5" o LIN --- 00. SETBACK - -E - - ' LINE - 2°' - . _- -� K _ W'-" E 24" OA .. K -WHITE- _ - - _ (973 %h1 - - - - - - 57 - i Z0 \ -LNR V E y =--.. ' 970.9 - 975 CONTOUR' --� LINE (OHW) PROPOSED ELEVATIONS (PER ARCHITECT) LYDIARD 1) MAIN FLOOR - 1030.5 1o31.2) LOWEST FLOOR - 1019.00 ,4 o � 3) GARAGE FLOOR-1030.33Oo ty LOT AREA - 282,105+- SQ.FT. TO THE OHW OF LYDIARD LAKE EXCLUDING SPRING HILL ROAD RIGHT OF WAY O 0 CP CP 1�)N LAKE 0 co • I I I C01 0 SOUTH LINE OF I GOVT LOT 5 67.85 DESC. _ _ _ I,R_"-_-•6 9.59 MEAS. . 'N' SE COR ------ 147.38 ..•........ ........ 341.7 ....... GOVT LOT 5 MEANDER N 89��%42' 18" YY CORNER -".................................... 489.08_------------------......_._- _..... ----------------------:_:__: -mow..----.����, Temporary Erosion Control and Sequencing 1. Instal 1perimeter control fencing per the standard detail plates. No more than 600 linear feet of silt fence should be continuous and collecting at one point:_ Undulate the silt fence or use "simles" or crescents of silt fence. 2. Install a rock construction entrance per the standard detail plate. Rock pad exits are needed where the site exits to the private drive. Rock pads should be 3 inch rock, 6 inches deep, and 75 feet long and span the full width of the exit. Geotextile fabric should be placed under the rock. 3. Use horizontal slope grading 4. Install erosion control around any temporary dirt stockpile areas. 5. All septic areas to be fenced off for protection. Protection to extend a minimum of 20' outside of septic areas. 6. The contractor for the project shall inspect all erosion control BMP's after each rainfall and repair as necessary and remove sediment from silf fences if it reaches 1/3 capacity. 7. The contractor shall schedule his operations to minimize the amount of disturbed area at any given time. The contractor shall limit his activities to the grading limits as shown. 8. Remove all temporary BMP's once the site has reached final stabilization (a uniform perennial vegetative cover with a density of 70 percent over all pervious surface areas). Permanent Erosion Control 1. All exposed soils on site must be stabilized with in 3 days: a. Stabilization on slopes flatter than 4:1 consists of disc -anchored mulch and seed; stabilization on slopes flatter than 4:1 and in areas of concentrated flows consists of erosion blankets and seed. 2. Temporary mulch and seed is needed for exposed areas which sit fallow for 3:1 or steeper in 7 days, 31 to 10:1 in 14 days, and flatter than 10:1 in 21 days. Also open stockpiles need to have temporary stabilization if they are to remain inactive for more than 7 days. T-0 r -,a: rMOM Cir i. OF r;t`-. Yr. AEiC..JG'hSfYSf n.< ME N7 c;t- r::E'> ?sail. LTS�.^_PTIiES lf� � R E V S I O N S DESIGNED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION,_ AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER AND LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. 11-11-09 G RON B E RG & ASSOCIATES, INC. CIVIL ENGINEERS, LAND SURVEYORS, LAND PLANNERS 445 N. WILLOW DRIVE LONG LAKE MN 55356 952-473-4141 FAX: 952-473-4435 DATE BY REMARKS SCALE 1 50' 7-20-10 NEW PROPOSED HOUSE AND DRIVE SHOWN .. 8-24-10 NEW CULVERT, ADD'L TOPO x S 9-13-10 PROPOSED ENTRY MONUMENTS CHECKEDII t'------------- --------E-N:IS SHEET OFSHEETSPHONE: N;':" tnt:3..:'l::1i� c`.•'Fa .>i;33 ., >?=£'5i.Cf"r.S; E'',- A DATA FILES/10JOBS/10-000/10007A ZONA/7-19-10/10007A from 10007 drawing SWPPP 8-24-10.scj R E V S I O N S DESIGNED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION,_ AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER AND LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. 11-11-09 G RON B E RG & ASSOCIATES, INC. CIVIL ENGINEERS, LAND SURVEYORS, LAND PLANNERS 445 N. WILLOW DRIVE LONG LAKE MN 55356 952-473-4141 FAX: 952-473-4435 DATE BY REMARKS SCALE 1 50' 7-20-10 NEW PROPOSED HOUSE AND DRIVE SHOWN DRAWN 8-24-10 NEW CULVERT, ADD'L TOPO Joa No. 10-007 9-13-10 PROPOSED ENTRY MONUMENTS CHECKEDII DATE MINN. LICENSE NUMBER SHEET OFSHEETSPHONE: 16 2010 OF ORONO q{05 l-� RECEIVED SEP 16 2010 CIN 0F ORONO 7 0 O D 0 0 0 J N 0 z D 0 CI I 0 0 0 0 J D 0 I Ut I 0 Ln P CERTIFICATE OF SURVEY FOR PTCT-T o Rn A 7,nN A 11 5X5' SED ENTRY-.. Rif 26, �Jg MONUMENTS D�0 $1 `p� / - �� PROPOSED 18" CMP: gg r; j 10 N 1 IF/ IVSD RECE r4 2010 V.1� \ gg0 5 A 1 84ERRY I I - I r IN THE SW 1 4 OF SEC. 25-118-23 I �' / _ �I 8" fLE it I it al �N \b ;i g„ ASE 1 MAPLE Oj�'��/ I J �, CITY OF ORONO MINNESOTA N N ggC! 8" MAPLE �'bM 4_0 p p NEPIN COUNTY, MI � gg0o1 �� �•� � M 0 _ �: HEN 2 °o G EES. N ZR 2 � �; _ _ � �� says � 30 A OQ 16" AK � C7OD � -� 14, 1 i••� 1q„ CCI#0„ MP WOOD r l RAIL I �(� / /10' PLE FENCE (984.7) TA '9 o /PROPOSED l� � 0) 0, eo_ DRIVEWAY �'/Ili w 30' ry DRIVEWAY EASEMENT AS LISTED / INSURANCE IN OLD PCOMPANY COMMITMENT NO. ORTE722900 DATED 10-7-09 00) to EA ... CR 8 TOTAL o�' "X � �P A �, i ACRES EXCLUDING, ROAD i� o ; i // i + i SPI TE �� ��O X48'" O / l / 614..O i Rc iii // �'l l • ELMS 12"�POWER a►' �, `; '.�,�4j^'' �� PINE �s A • \ POLE OO - - �500z_t ! SETBACK '�^- ° `•••.. LINE PSN 4.,- *LSI Vj O 1025 c0 ° all DfRg M N J _,.... , 5 Y EXISTING WYE t.... _ = e — � � NOTE CUT OFF 32r7/ �� DRIVEWAY TO ZONA PROPERTY PROPOSED ELEVATIONS : (PER ARCHITECT) 1) MAIN FLOOR = 1029.5 2) LOWEST FLOOR = 1018.0 3) GARAGE FLOOR = 1029.33 LOT AREA = 282,105+— SQ.FT. TO THE OHW OF LYDIARD LAKE EXCLUDING SPRING HILL ROAD RIGHT OF WAY J/ 1 ENT POWER'18 E POLE PR C II �A S' NjpLLSr U ETAIL 1 "=30' / I ` �j WHIT , 28" E 0 WOOD W MM ,IF�ITEj / aw �, i p0„ / P 1Q" CHERRY RAIL FENCE OVER AD fTi WORD" WIRE 4" e - / EXISTING / 30 � � I t xa GARAGE 141 14 m �8•� , / A� i� •.n m� 244 30.., a6"PPLE BLA04CK OA 18' ti ENCHMAfi K: / Q c%i s L� • - �� �4� P�WER��E '�2 TOP WELL I PLE =(X030.14) O I BAS i0OD" 10, ELM'26 BASSWOOD �� 0 i WHITE �„ � I � 2A •ow 1Q31.8) r � 30 114" ELM IV I VE T T' y�Jk{E 10' ELM WHITE ©AK' 0 ND -3 NSESED oz \pAK BASSWOOD ' PROPOSED _ 4 �� T' � 1 1028 ) BAS DOD o ti _ 465 \ .oma ° r - M N FL.WH?TE T 1029 E '.1+ OAK LOW. - 1J cMAP2E 'b - 1018E = _. \\ ' \ �V 8 ELM �Q e" w441' 0 e.00 POOL � EXISTING BASs�D'.10" ELrd�. �� �� _ ��� �-� HOUSE 2HIrE IF ���0 X445 22 �K26" 1018 K. Nom;• WHITE WHITE -0 - OAK OPEN PORCH WALLS 2 ..30 �' ; WH E ° LE 10" MAP 256 30" \. \ SLBACK1S _*_ LINE",— 8'x18" � z — �y1 \ HIKE_ 24�I , `WHITE WHITE 30 _ — � EXISTING HOUSE\ w X521 /ALSCf O DECK \/% % Sy TE — ?c \ C Dft �N N rn ES7,51 % ---- :-SETBAC_OE - _ `LINE - 20 �- � ,- — — - i'WFIITE = 3\\ �K i s 30 , JF NEVEM o.. 970.9CONTOUR" LINE 1--- - _ LINE (OHW) NRDCV LYDIA (31 CV PINE� �� U% • - J �!•� I ',N (1031.8) O O O oc i o � ' N LAKE X029 -{/ (1028.8) _ I —50 0 50 100 150 7LELLTlllll1II S C A L E I N F E E T 10-000/10007A ZONA/10-5-10/10007A 10 -5 -10 -SCJ 302, 6 I I oo„ I 67.85 DESC. SOUTH LINE OF GOV' T LOT 5 69.59 MEAS. •-••••- \SE COR 147.38 .•........ 34 1 .7 GOV T LOT 5 MEANDER ....... 8904 ' 18" W CORNER 489.08----------•-•---------•. LEGAL DESCRIPTION OF PREMISES : That part of the following described property: I ane 23 Wetf the 5h Meri That part of Government Lot 5, Section 25, Township 118 North('raRgment ots5,omarked tbyPan cirool postdian, described as follows: Beginning at the Southeast corner of said er located 67.85 feet due West of meander corner number 148 as set out and established by survey of record in the office of the Surveyor for Hennepin County, State of Minnesota; thence West along the South line of r Lia n row thence nc�-therly alone a line bearing North 12 degrees 42 minutes said Section �� c s = ce c - �r 6 as now laid out, traveled, West to the intersection of such line with ne c �.:e re ;� and established; thence in a northeasterly direction along the centerline of Said County Highway Number 6 a distance of 767.2 feet, more or less, to the intersection of said centerline of County Highway Number 6 with the easterly line of said Government Lot 5, which point is marked by an iron post driven into said Highway; thence south along said easterly line of said Government Lot 5 a distance of 1262.3 feet, more or less, to the point of beginning. Lying westerly of the following described line: Commencing at said above—described Southeast corner of said Government Lot 5; thence west along the South line of said Section 25 a distance of 341.7 feet to the point of beginning of the line being described; thence deflecting right 101 degrees 15 minutes a distance of 495.4 feet; thence deflecting left 22 degrees a distance of 96 feet; thence deflecting right 20 degrees a distance of 58 feet; thence deflecting left 14 degrees a distance of 92 feet; thence deflecting left 27 degrees a distance of 170 feet; thence deflecting right 32 degrees to the centerline of County Highway Number 6, and there ending. o denotes iron marker (908.3) : denotes existing spot elevation, mean sea level datum 910.8 denotes proposed spot elevation, mean sea level datum _--_g17 --- denotes existing contour line, mean sea level datum denotes proposed contour line, mean sea level datum denotes drainage direction Bearings shown are based upon an assumed datum. This survey shows the boundaries of the above described property, the location of two existing buildings, topography, trees in the northeasterly half of the lot, the location of all proposed "hardcover" thereon, and the location of a proposed house and terraces, and any visible encroachments and easements as listed in Old Republic National Title Insurance Company Commitment No. OR T E722900 dated October 7, 2009. DESIGNED I hereby certify that this plan, specification, or report was prepared by me, or under my direct supervision, DRAWN and that I am a duly registered Civil Engineer and Land Surveyor under the laws of the State of Minnesota. CHECKED Mark S. Gronberg Minnesota License Number 12755 PROJECT DATE 11-11-09 GRONBERG & ASSOCIATES, INC. SCALE 1 "=50' CIVIL ENGINNERS, LAND SURVEYORS, LAND PLANNER JOB No 445 NORTH WILLOW DRIVE LONG LAKE, MN 55356 10-007A SHEET 952-473-4141 OF REVISIONS DATE 7-20-10 BY REMARKS NEW PROPOSED HOUSE AND DRIVE SHOWN 8-24-10 NEW CULVERT, ADD'L TOPO 9-13-10 PROPOSED ENTRY MONUMENTS 9-22-10 10-5-10 REVISED GRADES AND CORRECTED BENCHMARK NEW SEPTIC SITE AND ENTRY MONUMENTS 302, 6 I I oo„ I 67.85 DESC. SOUTH LINE OF GOV' T LOT 5 69.59 MEAS. •-••••- \SE COR 147.38 .•........ 34 1 .7 GOV T LOT 5 MEANDER ....... 8904 ' 18" W CORNER 489.08----------•-•---------•. LEGAL DESCRIPTION OF PREMISES : That part of the following described property: I ane 23 Wetf the 5h Meri That part of Government Lot 5, Section 25, Township 118 North('raRgment ots5,omarked tbyPan cirool postdian, described as follows: Beginning at the Southeast corner of said er located 67.85 feet due West of meander corner number 148 as set out and established by survey of record in the office of the Surveyor for Hennepin County, State of Minnesota; thence West along the South line of r Lia n row thence nc�-therly alone a line bearing North 12 degrees 42 minutes said Section �� c s = ce c - �r 6 as now laid out, traveled, West to the intersection of such line with ne c �.:e re ;� and established; thence in a northeasterly direction along the centerline of Said County Highway Number 6 a distance of 767.2 feet, more or less, to the intersection of said centerline of County Highway Number 6 with the easterly line of said Government Lot 5, which point is marked by an iron post driven into said Highway; thence south along said easterly line of said Government Lot 5 a distance of 1262.3 feet, more or less, to the point of beginning. Lying westerly of the following described line: Commencing at said above—described Southeast corner of said Government Lot 5; thence west along the South line of said Section 25 a distance of 341.7 feet to the point of beginning of the line being described; thence deflecting right 101 degrees 15 minutes a distance of 495.4 feet; thence deflecting left 22 degrees a distance of 96 feet; thence deflecting right 20 degrees a distance of 58 feet; thence deflecting left 14 degrees a distance of 92 feet; thence deflecting left 27 degrees a distance of 170 feet; thence deflecting right 32 degrees to the centerline of County Highway Number 6, and there ending. o denotes iron marker (908.3) : denotes existing spot elevation, mean sea level datum 910.8 denotes proposed spot elevation, mean sea level datum _--_g17 --- denotes existing contour line, mean sea level datum denotes proposed contour line, mean sea level datum denotes drainage direction Bearings shown are based upon an assumed datum. This survey shows the boundaries of the above described property, the location of two existing buildings, topography, trees in the northeasterly half of the lot, the location of all proposed "hardcover" thereon, and the location of a proposed house and terraces, and any visible encroachments and easements as listed in Old Republic National Title Insurance Company Commitment No. OR T E722900 dated October 7, 2009. DESIGNED I hereby certify that this plan, specification, or report was prepared by me, or under my direct supervision, DRAWN and that I am a duly registered Civil Engineer and Land Surveyor under the laws of the State of Minnesota. CHECKED Mark S. Gronberg Minnesota License Number 12755 PROJECT DATE 11-11-09 GRONBERG & ASSOCIATES, INC. SCALE 1 "=50' CIVIL ENGINNERS, LAND SURVEYORS, LAND PLANNER JOB No 445 NORTH WILLOW DRIVE LONG LAKE, MN 55356 10-007A SHEET 952-473-4141 OF