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ITEM 5.1 MAPSMARTIN FARMS 2ND ADDITION KNOW ALL PERSONS BY THESE PRESENTS That U.S Home Corporation, a Delaware corporation, fee owner of the following described property situated in the County of Wright, State of Minnesota, to wit: Outlot F, MARTIN FARMS, according to the recorded plat thereof, Wright County, Minnesota. Has caused the some to be surveyed and platted as MARTIN FARMS 2ND ADDITION and does hereby donate and dedicate to the public for public use forever the public ways, as shown on this plat and also dedicate the easements as shown this plat for drainage and utility purposes only. In witness whereof said U.S. Home Corporation, a Delaware corporation, has caused these presents to be signed by its proper officer this day of 20^ U.S HOME CORPORATION By Jonathan Aune, Division Vice President STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of � 20J by Jonathon Aune, Division Vice President of U.S. Home Corporation, a Delaware corporation, on behalf of the corporation. (Name ftW) Notary Public, County, Minnesota My Commission Expires I hereby certify that I have surveyed and platted or directly supervised the survey and platting of the land described on this plat as MARTIN FARMS 2ND ADMON; that this plat is a correct representation of the boundary survey, that all mathematical data and labels are correctly designated; all monuments depicted on the plat have been or will be correctly set within one year, all water boundaries and wet lands as of this date, as defined in MS 505.01, Subd. J, are shown and labeled; and that all public ways ore shown and labeled. Craig W. Morse, Land Surveyor Minnesota License No. 2J021 STATE OF MINNESOTA COUNTY OF HENNEPIN The foregoing Surveyor's Certificate was acknowledged before me this day of , 20J by Craig W, Morse, Land Surveyor, Minnesota License No. 2J021. (Name Printed) Notary Public, County, Minnesota My Commission Expires CI Y PLANNING COMMISSION This plat of MARTIN FARMS 2ND ADDITION was approved by the Planning Commission of the City of Otsego, Minnesota, at a meeting held this day of J 20_ Chair Secretary CITY APPROVAL This plat of MARTIN FARMS 2ND ADDITION was approved and accepted by the City Council of the City of Otsego, Minnesota, at a meeting held this doy of _ 20 - Mayor Clerk COUNTY SURVEYOR Reviewed and approved this day of 20 Wright County Surveyor COUNTY AUDITOR Taxes paid for all years through year and transfer entered this day of 20` Wright County Auditor COUNTY IREASURER i hereby certify that taxes payable in the year on lands herein described are paid this day of 20 , Wright County Auditor COUNTY RECORDER I hereby certify that this instrument was filed in the office of the County Recorder for record on this day of J 20- at o'clock _M., and was duly recorded in Cabinet Sleeve as Document Number Wright County Auditor Westwood Professional Services, Inc. MARTIN FARMS 2ND ADDITION N1900159"W ,sr"11.90 3 10 N85028'19"E j101 �� 1 - 152.77 a % �so 85°40'58"W N10220.95 230.00 �= r, "E rn y =W 301130 200.00 04'1 0021E 1 12°15 54 `° N N 1 � 1� i -- — 25.00 N p2. N0019'02"E o 2 I p 11 --- 40.00 ti � 2 Z �-Drainage & � rn n Utility Easement 1 N 3 IN ET MN � E SHEE 3 OF SETS) N � oN a 0 � � A T I ill 0 5 z IVI rI I I Q i o n11rnr � r � 9 oo VUiLOT y 1 8 .. 8 76 5 rn � Nei r� a I I 72ND STP&7NE 1 10 ol '45 % f + 111�1p o4ry A 20.71 INA 3 2 1 w Utility N36°d7'52'E3ranage i� au OUTLOT Aso.iD .- -' 12 120 0 120 240 360 EXCEPON N2oggZ 3 �g6Oy� a=17e0757" Seale in feet 1 N55'19J1 E SUT' w o N�0° 1-1—R-250,00 ^� 7 p / �10 �r °p9 , 1 14.76 4 0 1 \ �1 A{q The east line of Outlot F, MARTIN FARMS is 6�°�k�� 10 3 2N to bear N 00°40'20" W, 2 2N16II'VE : q N assumed I IVB 128. 21 s y 2.30 �sA`0° n 3 \ h 1 = 22 ast line of D of F,-� _ °°9� N),�o�4z" - - °433.�� W � 4 N _ MAri FARMS '� o t Nsro'96 6 o r\ OTW , 0 o Denotes 1/2 inch by 14 inch iron monument set and marked by License No. 23021 12 � ati/5 (h�,`, wr II ry o Denotes 1/2 Inch by 14 inch iron monument ""'Drainage & Utility Easement �ki s 2� � 4 rr� 514 z found and marked by License No. 12043 oh"}' N16011'5311E, ," i ��2 0 95.00 14 s4�~'�� i I N3405226 tis� \i a1 % '� 60.00 „"' ���� \�1r31 12 15 ° Nse°�2�b 11oo121nE � $r� y3 w p�,�"� 3rsOB 1 3� N60°3644"E N80°4333„w 407b7 3,2°"E 1i i 60.00 f 10 71STSTRONE N29°23'16"W;i r- A !:.) TI—F- A^16.59 11 IV/ J 26.59 9 1 8 INET A 2 b N 3 OF ISEZ 7 3 �5 a N 6 4 0 z 54 5 w z J 4 6 a 0 7 rz 8 1 9 ` N69°31'31"W 360.07 1 �r ni r . — � —'V' — _'- ".`.— Westwood MARTIN FARMS 2ND ADDITION INSET (FROM SHEET 2 OF 4 SHEETS) N 01 �o L_____N00°4o20"w197.2L-i "r - - - - I I a°"R ✓n�\n\ � \\\� of � I �� ° ✓/ �`'� \` \ \ �: �-----144_00 __—_--� � ✓ •Os \ k9 � F -- N00°4010"w 164.87 1. 1 I d=2°4812" -- -- ' 13.71 r�____ 136.00 o i ?3�� � D✓ b / 6 r_ _NO2°085 153.99 a I 7 16ivr ia5 di 30 �! I I J p w � 12 4.18 30 i ti Jo ` _ h 9� nnl la 0 d=90°000" ° � f Nr6°7 ` ``` N16 01 n / R=4.00 a,J° I, I rs3f�aol` zJl 6.28 64.99 N II ry Nre�sa2a. d� o 6, r i I h N N �rr3a5 1X314" an5B'4 A=90 DODO R.98Jq• ��_ 6;28 I la`66a) i r42j1 ',-` 14 �1 ° AI I$ F 1 N,6orrS3F 136)i i W i 1 � 16=22037'25n k R=z80, 00 i I 4 i6°3702" 1 r I I I 0 Denotes 1/2 inch by 14 inch iron monument set and marked by License No. 23021 Denotes 112 inch by 14 inch iron monument found and marked by License No. 12043 50 0 50 100 150 Scale in feet Drainage and Utility Easements are shown thus: II II 5 II 10 10 ---_—----J L----� ----- (IYO JGa1G/ Being 5 feet in width, unless otherwise indicated, and adjoining lot lines, and 10 feet in width and adjoining right—of—way lines as shown on the plot. Westwood Professional Services, Inc. MARTIN FARMS 2ND ADDITION INSET B (FROM SHEET 2 OF 4 SHEETS) NUU" 4U ZU W ZZ4G.44 The east line of Qutlot F, MARTIN FARMS is 30.00 ' 30.00 _ _ _ _ ._ _ -- � Jo. 00 a n 94.88 -----' 284.42 ----�, r -- 14a.00 r---7 -- 140.00 assumed to beat N 00040'20' W \ 293.34 I m I I I I I� UI 10 o Denotes 1/2 inch by 14 inch iron monument o \ h W n I set and marked by license No. 2,1021 \ ° �___________� I Denotes 1/2 inch by 14 inch iron monument -3163 — — — — — — — — — — — — — — — — -----i L -----a found and marked by License No. 12043 N - ZN------ N00°40'10'5269.97 Or--N00°40'20"w 140.00 q� 3�s6. \ N -foI I - I o n (0 N L —_ —�—— LQ 41 I m �\ ( N00° — 40'20"W 140.00 °ry b Q¢ is NO'74,g4jE'14'�`� I Ipl1QA �• gL----------- r —N00°40`20"W 140.00 — N d-62°2553" t ry I p I I I^ 50 0 50 100 150 t 1 I I R=4.00 I� p N76a5�� �� �I N 1 t I h 5.15 ! '� p l o�8£1s`� �`\ 11 o ai I� Scale in feet 4 79.49 55.37 ° ! R=4.00 v�In n 6.26 N19007'59"W 1 ,•000 _ I ��l £'Sg98 .� `I� �ryhl 11.90 47'05" L R=224.13 1185% d=31°5826° 22.21 — o �j9°6156 W $1a8 Drainage and Utility Easements ore shown thus; 6 79 _ \ i 4 qz a ' `� d=90°00'00" / y`7 � 4855 X� 1300483' I 740954"'•��1?s � ``�` _ I q 's210`�6�8 u 3N yIy ;N1 7p00�.'�, Q I 1 zl I I I 1 1 25 \ °0 10 10 N �1 1� N SII II !I, F \ 2 -----1--__J L_ ---L----- o of lye I I I r.�qo° (No Scale) Being 5 feet in width, unless otherwise indicated, O m I I I ori° ! I,� �� I ! 1 ! I r ?�o° and adpining lot lines, and 10 feet in width and I !�^ I qN ^! / ! i ! adjoining right-of-way lines as shown on the plat. 1z cn 1 ID�� g66 N I n I I 2269 iN06057' I ! �i i I I n s0 4,2°3B A7 i" l 13.06 ! I ! { � 028' ft 7°�1 ti 2D716 f L` I ° 0 NO2°2848 W 15586 � � � ` '-' 7p27 a � �J,•� �� I II ,�N I � �� 1 1 ! I I'�`-� 9s77 NI ° (�' 4 164pE11°67 160 7200 a2s0¢ •- ' 7zoo � IL`s 21 / dj � tihul � J os a h6 N36°37'52 F 60.10 Westwood Professional Services, Inc. F � DUROrB \ ITWestwood Professional Service,, Inc I hmeby mrHfy that dila wee pee* by me m under my Reirkims 7699 Anagram Drive diaect eupeavldon end that h em a duly Eamud GNDSM Eden Prairie, MN 55344 A&Cf!!7'F.CT undo the Inwe of the S.w of M-6, PHONE 952:9375151 FAM 952.937•Sal2 TDLLFREE 1.888.937.5150 Cory Meyer vkstwow Www,wesnvaodpsrom D�k 1/15/14 Um. xu BE Planting Notes I. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811,COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2 ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS J. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4. ALL SUBSPIUIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. I 5. CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS THE GUARANTEE BEGINS ON THE OA TE OF THE LANDSCAPE ARCHITECTS OR I �l OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANDNG. 1 6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA -GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWNG STANDARDS.: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING, CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI 260.1-2004 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8, PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE PROPERLY HEEL—IN MATERIALS IF NECESSARY TEMPORARY ONLY. 10. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/RODT FLAIR SHALL BE EVEN OR ' SLIGHTLY ABOVE FINISHED GRADE 11. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE PUT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS 12. PRUNE PLANTS AS NECESSARY — PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES 13. WRAP ALL SMOOTH—BARKED TREES — FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST 14. STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR, 15, THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 16. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE MINIMUM 4' DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS 17, MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4' DEPTH OF SHREDDED HARDWOOD MULCH. SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND COLORED RED, OR APPROVED EQUAL. ROCK MULCH TO BE BUFF LIMESTONE, i 1/2' TO 3" DIAMETER, AT MINIMUM 3° DEPTH, OR APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY T1PAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH FXISTING CONDITIONS (WHERE APPLICABLE). 18, EDGING TO BE COMMERCIAL GRADE VALLEY—VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, IOH MOWERS TO CUT ABOVE WITHOUT DAMAGE UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE SPADED EDGE TO PROVIDE V—SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN—CARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE, EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 19, ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. ISLANDS TO BE SODDED WITH SHREDDED HARDWOOD MULCH AROUND ALL TREES AND SHRUBS. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX FREE OF LAWN WEEDS ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE, SLOPES OF 3:1 OR GREATER SHALL BE STAKED, SLLO AS SPECIFIED AND PER MN/DOT SPECIFICATIONS IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN, 20. PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR, 21, CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22. REPAIR, REPLACE OR PROVIDE SODISEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 2J. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWi r 1D' ' ��,` 201]' ,-`-•300' UPrepared for. 01i Cm Lennar Corporation D°Ne' M 16305 36TH Avenue North, Suite 600 R=d Drawing >>9Iditg Plymouth, Minnesota 55446 NOT FOR CONSTRUCTION Martin Farms, Phase 2 (Outlot F) Otseeo, Minnesota Call 48 Hours before digging; 811 or call811.com Common Ground Alliance Dote: 1/15/14 Sheet 2 OP 2 Preliminary Landscape Plan PRUNE OUT MISDIRECTED BRANCHES. PROVIDE ONE CENTRAL LEADER, PRUNE OUT MISDIRECTED BRANCHES. PROVIDE ONE GUYING AND STAKING, AS REQUIRED, CENTRAL LEADER, FOR ONE (1) YE AR DN ALL GUYING AND STAKING P,5 REQUIRED , y d�F DECIDUOUS AND CONIFEROUS TREES: TOP STAKES 5' ABOVE GROUND FOR ONE (1) YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES: (MAX.) OR TO FIRST BRANCH. TOP STAKES 5' ABOVE GROUND �+ar BOTTOM OF STAKE 3' (MIN,) BELOW GROUND. STAKING POSTS (MAX.) OR TO FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.) TO BE 2"X2" STAINED WOOD OR BELOW GROUND. STAKING PAINTED STEEL DEUNEATOR S, ,' POSTS TO BE 2"X2" STAINED r - POSTS. PLACE 3 POSTS EQUIDISTANT AROUND AND o WOOD OR PAINTED STEEL DELINEATOR POSTS, PLACE 3 3 OUTSIDE ROOT BALL SECURE POSTS EQUIDISTANT AROUND TREE TO POSTS WITH 16' LONG AND OUTSIDE ROOT BALL. POLYPROPYLENE OR POLYETHYLENE, 40 MIL, 1.5' SECURE TREE TO POSTS NTH 16' LONG POLYPROPYLENE OR NDE STRAP. p POLYETHYLENE, 40 MIL., 1.5" TREE WRAP MATERIAL FROMWIDE STRAP, GROUNDUNE UPWARD TO FIRST BRANCHES, AS REQUIRED. PLACE MULCH, DEPTH A5 SPECIFIED, OVER PLANT PITS — PLACE MULCH, DEPTH AS SPECIFIED, DO NOT PILE AGAINST TRUNK, 2 DA 2 BALL DIAMETER OVER PLANT PITS — DO NOT PILE AGAINST TRUNK. DI FORM 3" DEEP WATERING BASIN, BACKFILL PLANT PIT WITH FORM 3' DEEP WATERING BASIN. BACKFILL PLANT PIT NTH SPECIFIED IU BACKFILL SOIL ' SPECIFIED BACKFILL SOIL x' SCARIFY SIDES AND BOTTOM OF HOLE, SCARIFY SIDES AND BOTTOM OF HOLE. '< — REFER TO AMERICAN STANDARD REFER TO AMERICAN STANDARD FOR NURSERY STOCK FOR MINIMUM BALL FOR NURSERY STOCK FOR MINIMUM BALL SIZE. ROOT SIZE, ROOT FLARE TO BE PLANTED AT OR NEAR FINISHED GROUNDLINE. FLARE TO BE PLANTED AT OR NEAR FINISHED GROUNDUNE. SET ROOT BALL ON UNDISTURBED SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED sOIL MOUND SUBSOIL OR COMPACTED SOIL MATCHING TREES NATURAL GROUNDUNE NTH FINISHED SITE MOUND MATCHING TREES NANRAf. GROUNDUNE NTH FINISHED SITE GRADE N.T.S. GRADE. N,T.S. LAST RHO;LAST DECIDUOUS TREE 06/05/13 RENSEO: ,1r EVERGREEN TREE as 95 43 PLANTING LA98 PLANTING LA29 UPrepared for. 01i Cm Lennar Corporation D°Ne' M 16305 36TH Avenue North, Suite 600 R=d Drawing >>9Iditg Plymouth, Minnesota 55446 NOT FOR CONSTRUCTION Martin Farms, Phase 2 (Outlot F) Otseeo, Minnesota Call 48 Hours before digging; 811 or call811.com Common Ground Alliance Dote: 1/15/14 Sheet 2 OP 2 Preliminary Landscape Plan M [Y un6 westwooa Nrotessional Services, Inr•. /,/ \ n . � Y//• f 1� r � I I � � I / r��/ Preliminary Plant Schedule TE 4 �4 CODE QTY, COMMON/BOTANICAL NAME SIZE SPACING O.C. \ yi r•• ��I II ��I / r, % Ih I ,'aCfUl ,S OVERSTORY 197Autumn Bloze Mai Acer z freemonii 'Jeffers Red' 25" BB AS SHOWN Red Sunset Maple / Acer rubrum 'Fronksred' 2,5" BB AS SHOWNEM I1I\�-l+L1y 1 Imperial Hone ocust Gleditsia triacanthos var. inermis Impcale' 2.5° HB A5 SHOWN d sia t •ace hos var. inermis 'Sk tole' AS SHOWN Skyline Hone ocu� Gle it n nt y 2;5 BB W Redmond Linden Tlia americana Redmond' 2.5" BB A5 SHOWN Boulevard Linden / Tlia americana 'Boulevard 2.5" BB AS SHOWN r 14 ORNAMENTAL 16 Thornless Cockspur Hawthorn / Cratoegus crusgalli 'Inerr is' 1:5" 8H AS SHOWN j ' �, \' 1 -'� fi 'r' ' ° c t• '..r , Ivory Silk Tree Lilac / Syringo reticulata 'Ivor Silk' 1.5 BE AS SHOWN r /'� . /' 5hadblow Clump 5erviceberry / Amelanchier aanadensis 1.5" BB AS SHOWN I, ��` / �'% 47, ` a,l `,5✓ a� �j flame Clump Amur Maple /Acer ginnala 'Flame _ 8' HT., BB CLUMP AS SHOWN \ • ' �` � /"/` ` � ,, � ,(I ., . •, lil • 1- � [ , '' � �..... y /} �•- ' EVERGREEN 13 Block Hills Spruce / Picea glouca densata 6' HT., BD A5 SHOWN \ ✓` ' ' Austrian Pine / Pinus nigra 6HT., BB AS SHOWN 1 .:' ., ,�•' rn s ofoo NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. / /xy � ... `���� ' � ;.,,� I 01 � I � ;�: • �` s 934 I 938 T ✓ I sl.� I I � •,`fie :Iii: '-I{''i '., � �,-......_ / ,,.;: i,�.', , TOT �I LOT _1 r I I......j elr ,.-.. 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Westvrood profabiond Services, Inc 1699 Anagram Drive Eden Prairie, MN 55344 PHONE 9S? -937-515a IT FAX 952.937•:822 TauNRE2 I-889-937.5150 V965tilili www,westwoodpLcom I hoeby o* Ih.t fhb plm " Papered 4 me m undo my RnIi dist n r izim and Ihet I M A duly ➢mead UNDKO AYCfa'1'HCf vada B. hove of the We of 1®omnh. Cory Meyer >& 1/15/14 I Nu 26971 Call 48 Hours before digging: 811 or call811.com Common Ground Alliance 0 100' 200' 300' NOT FOR CONSTRUCTION aaoos33Pli Martin Farms, D,te: 1/15/14 shat 1 1 2 Prepared for. Phase 2 Lehner Corporation Prel1n11nary a p (Outlot F� Landscape Plan Dmm 16305 36TH Avenue North, Suite 600 Rtmd��/dee/ - Plymouth, Minnesota 55446 Otsego, Miluteeota 02013 Westwood Professional Services, Inc, I Call 48 Hours before digging: 811 or call811,com N_- ('-—A Ail; -1e a ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTM GRADES UNLESS OTHERWISE NOTED, I_ + REFER TO 1HE FINAL PLAT OR SITE PLAN FOR CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. + THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF DOSING UTUTES AND TOPOGRAPHICAL FEATURES PATH THE OWNERS AND FIELD—VERIFY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS + THE CONTRACTOR IS TO CONTACT GOPHER STATE 'ONE CALL' FOR UTILITY LOCATIONS AT 454-0002. + ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN—PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE NRF OR GROUND COVER HAS BEEN ESTABLISHED, EXISTING SILT MOE ON—SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL TEMPORARY PONDING, DIKES, HAYBALES, ETC„ REQUIRED BY AGENCIES/OWNER SHALL BE INCIDENTAL. TO THE GRADING. + THE GRADING CONTRACTOR MUST BE AWARE OF ALL EASING AND PROPOSED UTIUTIES + ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE EUMINATTON SYSTEM (NPDES) PERMIT REQUIREMENTS, + ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. t- + POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. THIS INCLUDES MAINTAINING DITCH FLOW FROM THE EAST SIDE OF PROJECT, THROUGH THE PROJECT, TO THE NORTHWEST CORNER OF 511E WHERE DITCH EXITS SIZE, ALL EXPOSED SOILS MUST BE STABIUZED WITHIN 14 CALENDAR DAYS OF ROUGH GRADE COMPLETION UNLESS OTHERWISE DIRECTED BY THE ENGINEER, ALL STOCKPILES MUST HAVE ADEQUATE SEDIMENT TRAPPING SYSTEMS INSTALLED AROUND THEM, + TEMPORARY SEEDING FERTIUZING, AND MULCHING MUST BE APPLIED WITHIN 14 DAYS OF ROUGH GRADING UNLESS WORK IS TO BE PERFORMED WITHIN 60 DAYS OF GRADING COMPLETION. + THE SITE MUST BE KEPT IN A WELL—DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REWIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION, LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW, + PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING SHALL BE CONCURRENT PATH EARTHWORK ON SITE + HAULING HOURS MUST BE CONFIRMED WITH THE CITY PRIOR TO BEGINNING WORK. + AREA TO BE GRADED 2ND ADDITION = 24.0 AC, Wemood hdolonal SeMm Inc T hereby xd( the thU plea wee p*W by me m aide my �,„.,,,�,� for 7699 Anagram Me dbed mTudem end tW T sm a duly Hamed FROFMONAL Rnlritrtte Dedpd EM 9 '+`F�� + Eden Pralrl9MN65344 ��M . ,0/25,17 BLXS,,4A5 Ill 0RA1NA6E AE0UNE5 Lennar Corporation ,0/30/17 Ctly Cdnmenfr, Rev. 72nd Ct, C PDE'I II PHONE 952.937.6150 FAX 952.937,922A�IJFIDmw u8m 16305 36TH Avenue North, Suite 601] TOLFREE to &937-5,5o P V tWOW 10/30/13 17716 1-dPlymouth, MintLeaotB 55446 www,wxstwoodpxmm Dde U. Nu LEGEND. DENOTES SOIL BORING —= - DENOTES SILT FENCE s III■ LL DENOTES HEAVY DUTY SILT FENCE r-980---1 DENOTES EXISTING CONTOURS --980.• DENOTES PROPOSED CONTOURS C� w-0 DENOTES EXISTING STORM SEWER ��►—� DENOTES PROPOSED STORM SEWER rwvv� DENOTES EXISTING TREE UNE DENOTES APPROXIMATE TREE REMOVAL LIMITS x 856.3 DENOTES EXISTING SPOT ELEVATION 66.30 DENOTES PROPOSED SPOT ELEVATION �0001� DENOTES 910 -ROLL EROSION CHECKS DENOTES EMERGENCY OVERFLOW E.O.F. ELEVATION DELINEATED WETLAND WETLAND FILL WETLAND MITIGATION v 0 0 UPLAND BUFFER vvvv Martin Farms Phase 2 Otsee¢o, Mfimwta d 0' 150' 300' 450' Latest Revision Date; 10/30/13 0000333GDF01.dwg DO1e 10/15/13 sheet 2 of 8 Overall Grading, Drainage and Erosion Control Plan R116102,11mr, ,„ a , U&ood Pmhslmul WcK Inc 7599 Anagram Me Eden Pralde, MN 55344 PHONE 952-937-6150 FAX 952-937-5822 TOLLFREE 1AN37.5150 WedwoW wwww- wodPLmm I hereby wdy flu! dd, Pk wq pepnd 6y = or mdm my Rum= dhd repuMm and & I me . ddy Hosed PAOFSKONAL Rom Uk Inn of % 90 of hf UM& D& MAIM Na M NOTE UTILITY CONTRACTOR SHALL REPAIR AND/OR REPLACE ALL SILT FENCE DISTURBED BY UTILITY CONSTRUCTION WORK. ALL SILT FENCE REPAIR OR REPLACEMENT WORK SHALL BE INCIDENTAL TO THE UTILITY CONSTRUCTION CONTRACT. NOT, THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE 1988 NAVD IN US SURVEY FEET. NAVD=NORTH AMERICAN VERTICAL DATUM 9 U. - - - - 26 8 o CBMH-525 9 -i MAR NFA W MS 10 3\ W N f; FES -53 _ MH -6 CBMH-53 lig CB- 2 STMH-52 4 ICBgM�H-53 BMH-52L �I r 12 CBMH-548'' BMH-531 CBMH-535 514 MH -7 CBMH-538 BMH1537 q I � BMN-549 14 CBMH-53 4 MH- 12 CB -536 0, 0 MH -9 BMH-5 -CSMH-542 MH -16 x 10 STMH-540- \--CBMH-541 f 9 1 I C� CBMH-54 8 2 \ \ 7 3 l CBMH-54 y,. 4 5 MH -1 5PJW I''F. BMH-552 CBMH-545 i� mno�ido ,'m m "°", 44 CBMH-554- CB -5 1 r= 555 Za II!# �i \ ,• .. ' I 3 ] FUTURE Call 48 Hours before digging: 811 or call811,com Common Ground Alliance STORM SEWER CASTING SCHEDULE ;e Sanitary Sewer -- - Sanitary Sewer Sanitary Sewer -4- CBMH-54ro Water Water f - Water - I - 2 8 Hyd. w\Valve Hyd, w\Valve Hyd, w\Valve LEANOUT Storm Sewer Storm Sewer -aa- Storm Sewer 44 __ a- I � Drain Tile � - - Drain Tile m Drain Tile �- 1 MH -11 9 J a I CB -547 s I ^ - _ i - _ CBMH-55 B-557 ------ --- DIG --- --- :� � a Prepared for; D G Lennar Corporation D M 16305 36TH Avenue North, We 600 Plymouth, Minnesota 55446 0' 100' 200' 300' Latest Revision Date, 01/11/14 00003330AFOl.dwg Dao- 01/11/14 sb&t 2 op 12 Martin Farms 2nd Addition overall Plan Otsego, Minnesota 1• 0, 0 ;e Sanitary Sewer -- - Sanitary Sewer Sanitary Sewer -4- CBMH-54ro Water Water f - Water - I - 2 8 Hyd. w\Valve Hyd, w\Valve Hyd, w\Valve LEANOUT Storm Sewer Storm Sewer -aa- Storm Sewer 44 __ a- I � Drain Tile � - - Drain Tile m Drain Tile �- 1 MH -11 9 J a I CB -547 s I ^ - _ i - _ CBMH-55 B-557 ------ --- DIG --- --- :� � a Prepared for; D G Lennar Corporation D M 16305 36TH Avenue North, We 600 Plymouth, Minnesota 55446 0' 100' 200' 300' Latest Revision Date, 01/11/14 00003330AFOl.dwg Dao- 01/11/14 sb&t 2 op 12 Martin Farms 2nd Addition overall Plan Otsego, Minnesota