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ITEM 3.1_attachmento2016 Westwood Professlonol Servloes, Ino. Preliminary Plat Submittal for Martin Farms 4th Addition Otsego, Minnesota Prepared for: Lennar Corporation 16305 36TH Avenue North, Suite 600 Plymouth, Minnesota 55446 Contact: Paul Tabone Phone: 952-249-3086 Fax: 952-249-3075 Prepared by: Westwood Phone(Bb2) $7.51 60 7699 Anagram Drive Fm (962) 937.6822 Eden Prairie, MN 65344 Td Free (888)937.5160 westwoodps.com Westwood Professional Services, Inc. Project number: 0002398.00 Contact: Francis D, Hagen II Vicinity Map 1 gg 1 3 " PROJECT LOCATION lore sr Bllq ST N,C. N Q LL W 91 � 5! ® N to $� (Not to Scale) NO. Sheet List Table SHEET NO. DESCRIPTION 1 Cover 2 Existing Conditions 3 Preliminary Plat 4 -Preliminary Grading Drainage and Erosion Control Plan 5 Preliminary Utility Plan 6 Street Profiles 7 IStreet Profiles 8 IDetalls 9 Preliminary Landscape Plan 10 Wetiond Buffer Exhibit Vicinity Map 1 gg 1 3 " PROJECT LOCATION lore sr Bllq ST N,C. N Q LL W 91 � 5! ® N to $� (Not to Scale) NO. DATE REVISION SHEETS Preliminary Plat Submittal for Martin Farms 4th Addition Otsego, Minnesota Data 06/61/16 Sheet: I of 10 02016 Westwood Professional Services, Inc, DEROSIER_ Westwood I Ph— (962)937-5160 7699Anag—O,Ae F. (952) 9374M eden Pfwlrle, MN 6530 T93nw J468) 9 3 75160 wadwvodpu Watwom ftaNstoml serACK Inc t eK.q eerily We uu. pies we. pepuM g r a wee.. � Q..Yw■ mea ewpae(dm sa wn � � .awry u®..a wro 6vavavo9. weaer w Iewe er w aw. d 3eneaota CMTS W. Mone Dar 061006 ray. Nw 23021 LmN u Prepared for. C19dN DRi D.W. DM e..�-a�nt�tLaw Lennar Corporation 16905 36TH Avenue North, Suite 600 Plymouth, Minnesota 554/6 Call 46 Hours before digging; 811 or co11811.com Common Ground Alllanoe PRtAi!X DbCtr"M Outlot 6, MARTIN FARMS, according to the recorded plat thereof, Wright County, Minnesota, -- 4) STREET LIGHT RUSH/SHRUB 4� CONIFEROUS TREE — GUY WE DECIDUOUS TREE K>1 POWER POLE N£TIANO Q ELE07RIC BOX y STEEL/WOOO POST ELECTRIC METER SIGN^TRAFFI0107KI? ELECTRIC MANHOLE -v-e- SIGN-TRAFFIC/OTHER M ELECTRIC TONER MAIL BOX 0 SANITARY MANHOLE HANDICAPPED STALL (7 SEWER CLEANOUT F, G PERO TEST (§) BEEHIVE CATCH BASIN �i Q MONITORING WELL CA MH BASIN CABLE TV BOX Q FLARED ENO SEORON o GAS METER CONCRETE SURFACE of CULVERT GRAVEL SURFACE -As— GAS LINE � STORM MANHOLE POWER OVERHEAD ��f TELEPHONE BOX l -vu— POWER UNDERGROUNO Imo, TELEPHONE MANHOLE SANITARY SEWER —fir,^...... STORM SEWER � TRAFFIC CONTROL BOX --lar-- TELEPHONE OVERHEAD HAND HOLE h T TRAFRO LIGHT '�—ivR— TELEPHONE UNDERGROUND '-` —WAc--- WATERMAIN N DATE VA4W .1 HYDRANT WATER METER FENCE LINE CURB STOP ROK DECIDUOUS TREE LINE �J -�- � WATER MANHOLE AA N CONIFEROUS TREE LINE CW) WELL\ �l CURB h GUTTER —m-- GABLE TV BITUMINOUS SURFACE 0 $01L. BORING =1 --A-- RESTRIGTEO ACCESS SURROUNDING LAND USES t r U 0' 100' 200' 31 NOT FOR CONSTRUCTION 0002398F001., Date..06/01/16 Sheet: 2 of 10 Martin Farms 4th Addition Ming Conditions Otsego, Minnesota o2016 Westwood Professional Services, Inc, EXIS77NG Rid 49.8.* a.c ,ANM) J LANDIS LOW DEN. RES. 0-4 Y/A EAIS77NO ZONING R-6 Residential — Medium Density District PROPOSED ZONING RESIDEN77AL P.U.D. I( 99 UNITS OVERALL DENSITY 1.99 UN/AC Ma7t7EZAEE' SINGLE FAMILY Stormwater Monogement LOT WIDTH 65 ft. min; 70' t)pical LOT DEPTH 125 ft. min; 140-150 ft typical LOT AREA HELLS FARCO III BANK/ / TROY D & MELISSA L OER051ER 0) / 7 \ / HELLS FARGO BANK / i IMICHAR D & KATHERINE PSEMAN / /THOMAS C INGRID y / SANDERS(/ \ A GERALD D & XAN£TTE A KURTR Dlevak went Data EXIS77NG TOTAL S17E AREA 49.8.* a.c ,ANM) J LANDIS LOW DEN. RES. 0-4 Y/A EAIS77NO ZONING R-6 Residential — Medium Density District PROPOSED ZONING RESIDEN77AL P.U.D. TOTAL UNITS PROPOSED 99 UNITS OVERALL DENSITY 1.99 UN/AC Ma7t7EZAEE' SINGLE FAMILY Stormwater Monogement LOT WIDTH 65 ft. min; 70' t)pical LOT DEPTH 125 ft. min; 140-150 ft typical LOT AREA 1r� S LEANN£ A A)ARRN UNNO TRUST 02B o0 AARON & R4CKY MAR MJ GERALD D & XAN£TTE A KURTR Dlevak went Data EXIS77NG TOTAL S17E AREA 49.8.* a.c GUIDE PLAN LOW DEN. RES. 0-4 Y/A EAIS77NO ZONING R-6 Residential — Medium Density District PROPOSED ZONING RESIDEN77AL P.U.D. TOTAL UNITS PROPOSED 99 UNITS OVERALL DENSITY 1.99 UN/AC DEVELOPMENT STANDARDS (Per Prior Approvals) SINGLE FAMILY Stormwater Monogement LOT WIDTH 65 ft. min; 70' t)pical LOT DEPTH 125 ft. min; 140-150 ft typical LOT AREA 9,114 SF. (min) AVERAGE LOT AREA 12,360 S.F. Westwood I Phone 822 1662)8375168 7688 Anagram afire Few (862)8375Eden Praln0. An 65W Tae Fns 1888)8375168 wattvvodPl Westwood ProteWo.0 SmIca4. im ALFRED &ROSE ERICKSIW TRUST aw— KIMBERLY K DALZELL I .L'AN4q A SETBACKS (MINIMUMS) EXIS77NG PROPOSED FRONT YARD 35' 25' house; 30' to garage face SIDE YARD 7' Interior, 30' on corner lots 7' interior, 30' on corner lots REAR YARD 20' 20' MACIVER/707H ST. 65' 65' + ALL PUBLIC AND PRIVATE STREETS ARE 28' BACK TO BACK OF CURB. + "X,XXX sf net" 15 TOTAL LOT AREA LESS WERAND BUFFER & WETLAND AREAS + "X,XXX sr IS TOTAL LOT AREA Oudot Table: 70 Use Ownership Acres O.tlot A Stamw.lor Manogemoni City 2.91 go Oudot B Pod HOA 0.57 oc Out/ot 0 Stormwater Monogement city 1.45 ac Oudot D Future Developmant Dowoper M57 00 DO/.( E Sawmwater Management aly 02B o0 F7 Gall 48 Hours before digging; 811 or ca11811.com Common Ground Alliance pmposed Legal Description Outlot 8, MARTIN FARMS, according the recorded plot thereof, Wright County, Minnesota. Typical Lot (Varies) Binet 4 70 I n1 I 10 i Pr I . s.F. 9,450Lj ill L 06 70 �p (No S6alo) s DraTnaga & Umay £osemont '—Sotbaak I.M. (Sao Development Oat.) Lot Dlmens/on —Lot Number --App,o. Lot Araa = Sotback D/menslan 0' 100' 200' 31 NOT FOR CONSTRUCTION 0002398PPPOLi Date:06/01/16 sheen 3 OF 10 . �,F "� F. b7 � '.".s for. Martin Farms 4th neve w ten d w sew m 3an"" °'ap.s nw[ n Prepared _ DICT Lennar CorporationAddition Preliminary Plat antg W. Mone 7 � In" 76905 96TH Avenue North, Suite 6W D" 06/01/16 '_ H> 23021 Plymouth, Minnesota 554{6 Otsego, Minnesota 02016 Westwood Professional Services, Inc. r —T - Ilk .;j Il��yl o � e �� iii � t b�� •� \JW l$fARGO AN pGRID D A~ \ Np?ls a 1 \ IEZAEE \ / e I , o LEAt�E A MA DNI A C\''I� I I ISI LIN�C US t r p � - I I 11 I - I I I I (- _F I p/ v LE N I "No I • � I I r e I GERALD D • CJ _ JEANETiE A KURT9 Westwood Ph- (:511 89731W 7698 Magr.m Drh'e Fa (854)8375872 Eden Pr.ldb MH 65+14 Td5s 1888) 8875160 Yw.lMoodpt.am Watwood P7of•dI n I Sadcn, Inc Call 48 Hours before digging) r 811 or ca11811.Com t] �_. �� f / ti / =�� Common Ground Alliance i nMOrsr oceer^�,J EROSION CONTROL NOTES: m lj p L i • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL Y I / AtEREON SYT�� I j l 4 J -- -J VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED, EXISTING SILT FENCE oU5 ( I / 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, HAY BALES, ETC., REQUIRED BY THE CITY SHALL BE -' - INCIDENTAL TO THE GRADING CONTRACT. MA -CA" AtiE- - _- --- o - • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END IB7.lA oar -160.-5-' _ a � �_�_ - ° OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SIZE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. 44 ? GENERAL GRADING & DRAINAGE NOTES: � ' / ! f m \\1 �� ( • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER \ GRADES UNLESS OTHERWISE NOTED, 8 /� I ° ` r"C 7 G • REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT ` A '950.. gS a- u i I AND LAYOUT, -- / HORIZONTAL SITE DIMENSIONS A / - r _ I / I �� y • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD -VERIFY x p i� �-- T PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. D o 1111{ i" O �� JJJ f I=i, • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. 0 a i . -� a i / i I • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES, DENOTES SOIL BORING f �1` DENOTES SILT FENCE`,:a: °Y�:?.+' DELINEATED WETLAND �' _ �I Q / •, /��/ ((( \ 01- ..r�� I. I lm DENOTES HEAVY DUTY SILT FENCE <S f > o ♦ 'S� % � � /� � 1 • ' I ---980— DENOTES EXISTING CONTOURS x•"-980--- DENOTES PROPOSED CONTOURS y, 'O--an-a DE DIES EXISTING STORM SEWER ANO FILL ��r anoro / � a I �! I �-H-� DENOTES PROPOSED STORM SEWER 3 DENOTES EXISTING TREE UNE DENOTES APPROXIMATE TREE.',.'�.',.'..'..,'.'�.'..',.....'.', WETLAND MITIGATION REMOVAL LIMITS x 11e5e.6.3 DENOTES EXISTINO SPOT ELEVATION � ffih , .� x\ avnaro •� 10 DENOTES PROPOSED SPOT ELEVA ION I DENOTES 810 -ROLL EROSION CHECKS Q 0 0 0 UPLAND BUFFER I E.O.F. DENOTES EMERGENCY OVERFLOW € ELEVATION r. + • 1 0 i t ,_d 1, � N_j •o / t °9S �1/�� f �f f �l T, f , wap.c / _ I-' -, _ � 1 . � '� \� ' ♦c'ho .� 7 // I I 'h \ 1��, �� (A� I � v Ij r I I a' �•- >' ®"I a+a I'.° w « 9541 — •� `xx S1 -` L c_ 1 9 , /`�' 111 CERA D A. D k(" GERALD D & , YEN Tn J)I GERALD D & „EA1*F A KV 1Ik d. ANE A KURTD I/"' Er1E RTD I,00 wRL aw.. I I JEANfr7E A KURTD I.�ANE1'1E A KURTD 4 k KIMBERLY K A t .EANEF7E A KURT - ) r Y s� I ry I b" m tw"3 IANETTE J /J 0• 100• 200' 300 NOT FOR CONSTRUCTION 0002398GDPDLdwg mt«06/01/16 Sheet:4 Ga 10 ,�„” �. ��.w udw , Martin Farms 4th ,11- .. . + d " 7 -. &V &...a aue�ONAL Ift� Prepared for. Prehm>:nary GTad>:ng IIN TNM md. 0.1.- d U. %1 d...aa SaO }IXi� • • Lennar Corporation Addition Drainage and Erosion Fmclm D. Harm a16905 96TH Avenue North, suite 600 Control Plan ` orr< 06/01/16 Aar• rru ]7716 nma w.,,ma e.iam Plymouth. Minneeote 5546 0"4e801 Minnesota i' o2016 Westwood Professional Services, Inc, Call 48 Hours before digging: 811 Or call8llxom Common Ground Alliance I4 ,y 32 NMurnr & Uedur z -'Q I w° w° rca,xz�: " W'ay�� wm I LARsav EX. CBMH-14 I/ I NZ Qe ° Atp wr, oQ F �'' y Q v EXPANDED POND 50-1 RE=943.51 ALFRED MUST Q g I- y5 Q: 2Z `2 � EX. CB -8 �� RE=943.22 WL = 939.2 IE=939.74 J',, ( GENERAL UTILITY NOTES: a� E=940.09 I HWL - 944.0 EX. CBMH-15 EX. C8 17 EX. CBMH-18/ � � c x - XLETl`A4HHS-55 j � E CB -23 EX.! CBMH'-56 RE=947.17 q T OF BERM 945.0 - --- RE=948:02--'- r37•NDITIONS PRIOR TO CONSTRUCTION 47 ' R@=94.25 RE=947,36 1 rI�L --- __- •_.- v -. _. -- - --15 G _.E=844338 -RE=9499 -- IE=941.27 IE=9x870 i THE CONTRACTOR SHALL VERIFY ALL EXISTING COEX. BMH-57 H-16 --- -E=44222' 1E=.937:68� -_>- - ---E 938-17. -. EX..C8MH-7 Le _ IE -9940.96 AND NOTI E OWNER E S. - FY 1H OF ANY DIFFER NCEX. 36" RCP qd aaa 1 -T --aa EX. 36" RCPaa RE=943.35 -__... EX.-,CBMH-1 - - •r,c '- _. __ • UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST, TECHNIQUES AND TESTING SHALL -1E=939.18 s n i"N rc s i� ___ - - F -. _ a.,-__ _ _---- . d; - CONFORM TO THE 1999 ED. OF THE STANDARD UTILITIES SPECIFICATIONS FOR WATER - a4 _ �' 943,45 nv _rv. -- Ex. 15" RCP _._ --_ --- -`'_'3- - -- NSTRUCT-OITTLET - x IE.St-938.46 w .._dQ a�X._ 18° RC .4,1-44 -4a - - - MAIN AND SERVICE UNE INSTALLATION AND SANITARY SEWER AND STORM SEWER rvn..rv� REQ - x EX. RCP fix._ a -- -CONTROL STRUCTURE - IE.NW=93&46 CONSTRUCT CBMH p GIMINN.* AND TO THE b� _- - - - -EX:STt1B=57An "--- SAND SUBMERGED - t',o �'_'_-4X INSTALLATION D SPECIFICATION FOR HIGHWAY CONSTRUCTION' MINN. DEPT, OF TRANS., IE=939 "a _ _ _... -_ _._ .=•939 • _� - - --t�_�g---/-L -._ _ _ - _ _ _ - _ _ - _ - Ek..TEMP. AUGUST 31,2005 INCLUDING THE CURRENT ADDENDUM. THE CONTRACTOR SHALL BE • R 0 EX,C tvTH-14 � Ex! I RCPR FOLLOW ALL PROCEDURES AS OUTLINED BY THE LOCAL AGENCY. C� 2a� -• W, OF MAC • N' RE=953.92 ! CB -_19A REWIRED TO RE 946 - ':-'.-E I �� RE=951:89 ARE=945.14 ` EX. C131' H-24 I`. MH •'7SVENOE'OVER�kIST EX. FES -6 I =938.46. / IE=949.25 _ • THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE t IE 943.45 E-949.54 " eftts / K--940 .71 �n �y- 946.11 I 1 RE=950.55 - 27"RCP OUTLOT A w IE=938.95 I' I ' OF THE PROPERTY LIMITS, FARGO REMOVE PLUG - '♦=X. FES -21 'a I IE -941.88 I IE=933,24 • f� _ .` _ BANK , Iq=940.46 1 I .AND CONNECT / .. _ _. - �� 1 �) / / I I Af • SEE ARCH, PLAN FOR EXACT BLDG LOCATION. SEE SITE PLAN FOR LAYOUT DIMENSIONS,I, EX. MH TO EXIST. WMH / �SERVICE ENTRY LOCATIONS TO BE COORDINATED WITH THE ARCHITECT, �. 7�� /,�� xv I RE=946.81 `TUB. 11 .. E=953.43/ i , , �- 11 \1 � � � 1 � a '" • VERIFY EXISTING INVERT LOC. h ELEV. PRIOR TO BEGINNING CONSTRUCTION, GV (TYPE -- REy / 50. // / 9 Ir - �1 1 5�1 1 ' 1 2 1 $36.79 a MH / l / I 1 6 11 1 1 3 \ 1 `� IE- 8 \'I I I • THE WATER SERVICE SHALL THE INSTALLED WITH A MIN, U 7O FL N COVER. THE `- -_- - - / CONTRACTOR SHALL VERIFY THE CITY AS -BUILT CONSTRUCTION PLANS TO CHECK TROY D - `\, . 2 1 - IE- 3.78 / / ! g I / RE=94 .27 - -- LOCATION AND MATERIAL TYPE. MELISSAR �\ L CONNECT TODEROSIEJ V� �s 7 I I 7n A : • EXISJ _ - - , !8--�v_- �/ I I N i WETLAND 2 EAST - £H. i j J RE 950.33 �- j I .oma ALL STORM SEWER PIPE SHALL BE CLASS 5 UNLESS OIHERVAS NOTED. 10 YEAR = 947.5 1 v EX. YAH r \ \� �\ L - J L - - J I-- - MH / 100 YEAR = 948 • THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL"EFOR� 5 \ \ ! /I\\`\\`\\ ' �7 P - - RE=951.13 1 e FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION, =932.54 �� - Pvc IE 937.24' YELLS FARGb ` a �� 4 \ \ 11 11 8 � - A 0 1 I / BANK 1 / 2 .. . = . 'a 10 1 5 9 4 t�� 3- 1 1 // // // /I I ♦_ MHn �1 I ll 1 � ( IU3� =952,30 ,! t OU7LOTD ,N/CNAEL 4 & \ RE -946.46 r \ - `J L - - J L -._ _ I l I �E=83 - _ _ J / FUTURE POND 41 /.n KA THESEMANER, L.-;� 6 IE -93_3.6 \�' -� ,L -/L-- 12 HWL=951.3 j SEMAN �I G----- -J 4 2 �I - -� _-- r l NWL = 848.0 TOP OF BERM -952.0 C zoo / ND0-ON , ; ;;� R 1 \ , 18 L - IE=9353.37 \ TOP OF BERM=950 ' THOMAS C & V �' _J HWL - 949.1 F. II 11 -I (----- _- -t s / - 13 q $ �>, g f MkA Mll 16 �� 15 I�-__---J 4 �. a" Dip Amu A ; ; EMOVE PLUG R J49.591 I R 1949.72' I iq - L1 WM PLUG < v AND- CONNECT- l IES 5.66J L I 936.261 I I -- i �ssE AHTUB JANEL, ✓ LANDIS \ - 1 _ - i I MH MH ,1. - s5 G4 83 sz ---i -- i -'-1I-- > ` g oP RE=949.47 J I I RE 95287y' / MH, lfi a GT ECT,7O EXIST. , P� r -IE=937.47- I IE=93781 SI9$2.e :\ O om a LEGENDE`9�AN sEwESTUB IE=942.96 IJ Fv MAE \ r RE=9 821 = i 10 j �( j oU7LOTE I�EXISTING n -- � 12 7 , SANITARY SEWER --- 4 --- II f3 I I 14 15 r r, ,\ 14 I1 -- _ EX. PAH I I _ WATER - - - - - _ _ I . I I HYD. W/VALVE - r9 8 1 1 I I � L-_----� / �; J / MH � • I I ,RE= 54.80 / t I ° STORM SEWER dQ J 1 16 t RE=953.77/ 1 / / IE -938 491 8 I 1 � ° � J 8 l � � � � � _ - - � -� --_- � � � 12 �� 'MH � 1 ` � PROPOSED -_ -7 LEANNE A MARTN LIHNG TRUST \ � 13 L _ _ _ n r - - 17 __ � '� �9 6 59 9 r `Z, UX _. � I � A SANITARY SEWER - I 1 J L E_x MH (' �z -----J I �� 7 J I 5 4 I I 1 1 1 -- ad -- 3 2 I Y ----- 1 IAD IE 141 -J ALVE '( ) / / 17 ` _ / 1 I I ! i W ( WATER - I- HYD. W/VALVE -�•} L _j - --- --- -- _ -- _11 IE 935.80 1q L--. I - - - - J I EX. M II �i - _ _ _d 11 v 1 > STORM SEWER -44- 44 - I ° ------ - RE -9 I I fix. MPl / 10 RE=9 9. \V I I o „ L -- -- -- I I .48 6 E=93 I18 - J L .- I rZE 951.95 I - J L - - r a' E 940.25 i I RE=952.27 A i _ �.� IE=941.09 J - 16 1 L 0 6" PERFORATED P VC DRAINTILE AARON RDNECKY r-- -° I✓ 1 J L- IE33 j / 1 7 15 EXMHRE'��_49 IP FUTURE F 41_ v 15 -e� I ! SANITARY SEWER ® _ WATER IL ------_ 16 p l f C NNECT 0 1 ( - -I rMH RE=9$ `S1 14 l HYD. W/VALVE ----- -�--�� -EX H 1 I� 4 I IE -940. - \ -� -- REQ 49.61 E- 37,E I 5E11ST.� 4 7 8 II=948109 \ \ STORM SEWER 1 LEANN£ A MAR/IN 1 I I P 9 IIRE-961.62 n ° MING TRUST L_ -__--J ° PI 2 II 1 1 II II II I 112 \\ \ II 11 AV "�..•� �I 1 L 1 --- 18 L J II I1 II „ J�-��- II I J L - -� L - J L_._JL.__J L-JL--JIL-.,-\L---�\ VA ". I' J - _ _ __, __.. -_-_ _. WETLAND 2WEST GERALDD& �ERALDD& M0 - -__- - --- EX MH" sT£DEN r & GERALD D k POND E 10 YEAR = „EANETTE A KURTT ,EANETTE A KURTT �•, RE -952.26 - s KIMBERLY K DALZELL "EANETTE A KURTT IN ,948.0 1001AEAR = 949.9 IE=938.01 d:Af E A KURTT HK 9 : TOP OF B ERM= GERALD D & 952.0 GERALD D & GERALD D & GERALD D & JEANETTE A KURTT „IsANETTE A WHITT '', „FANErTE A KURTT ✓EANETTE A KURTT ({{ ( 0' 100' 200' 300' NOT FOR CONSTRUCTION 0002398UTPDLdw9 Tar«06/01/16 Sbeee 5 06 10 Martin Farms 4th r t�mw,��ia��gm W,�� ]tnYmw for. Westwood atat .,w.nl," ma uu d m . a•h �..a Paor�oMat. ffiKa!®l mdv W Lwr d du SUb d ien•�ota lei D OKkW DRi Lennar Corporation • • Addition �-'_�--_`_ � + . }�) F. (352)9375822 Ede Pr,lr10.MNG5M Daws Diva utw"',% Pim Tdrm (eee)e3T55w WesewodPs Fret& A Hagen 11 16M 36TH Avenue North, Suite 600 Westwood ProfWa [ Sella; Inc 061006 17716 f -d Daw•la• 6ddNe Plymouth, Mianeeote Ill Otsego, MlInnesoh G Dye uc Na 02016 Westwood Professional Services, Inc. 985 ro,.� ......... ...... 0,10 O ID o . ,'.... dm... ;' Nomo+�a.ON O m o ....... _ A .. od 0 0 w........ 995 10 0 O rp 00.01 0,01 ...'....� � ....!... N r oi m V moR m 985 O a• �� 990 ac1:.::: N�:.:::..m. ..::..:uo. ..:.:m. ...::.:ro ...:..:w: ...:: w: ..w>;:. .:.:w ..... 1oQoo''vc ...... 100.00 VC ...W' w w 985 LK ELEV ='955.34 L.P.: ELEV = 955.74 L.P : STA = 4+27.25 98rj '.mrn.mm 6.P.; STA = 1+7$.87 ............ PVf STA' _' 4+50:00.' " 990 :.. PVI, STA = 1+50.00 40.60' VC PVI ELEV = 954.98' : _ ....: 980 .. .... .. .' 980 .... 980 :.: AQ.00 V0.:.: . 990 6D.00-, VC.:.:.....:. = 35.21 PVF STA = 3+05.00 ..... 980 975::... H.P. ELEV- 955.86 - .....: H.P.HECFV 856.68 .80.00 W H.P. ELEV = 949,36 ... 80 00' VC H P: ELEV -'949.48 985 AD .' i60%. 4.P. ELEV 948 0$ H.P. STA - :12+88.60 : LP. ELEV' = 947,44 - H.P. :STA 17+30.98 :25 00: 985 975 970 ............................:............ •VI ; , ; L P. STA 11+21.98 PVI STA =. 12+90;54:... M L,P.. STA.=.15+04.48.:.:.: PVI, STA.:. 17+28,74 ; , ; , :. , . _ . ; ... 975 po + " " " ' " ' - . , PVI STA - 11+21:9415+04-55PVI PVI ELEV 949.57 N p m.. P STA ELEV 949.69 L.P.L.STA 14+11.60 STA A.D.: -2.09%: A.D. = 275% K,:�, 18,24...'. '. m...'. N ao N n ...i. ....... PVI ELEV :947.89 A D - -"2.099 980 PVI ELEV' = 947.22 - A D 2,09% . : - ....,._.... `PVI ELEV 952620....,..'.......... 970 .: of °+ ; A D = 1 99X '4010 .. .: 3:8.1 :::.:.....:.A.D. �a .2.20X :...:....::.: �y ..'...a ....... . _: 38 3. :......::.........:.......:.:.:. 955 A•i)r = 0.89%' K - 1 01.02 970 060% ...:: + t0 ....: ': X K. 36.37. 975 N.� ' • " .....q D. •=:'1.20% ...... - K 41.82 ! 950 965 .'., . : . If 11.....: ; . ..... - .... ....... .:. ...� :.: ::. p..� + p ::�. o N ...::... 50:� .�� :. 965 ...... S o. o..N. 4..N.... o ..: �..m I 11. . 970 960 ....:.mN �N .. ,a O o� ..+ p "'6 ...... N <�:.� N W *a....+a......:..: :N - gp M .. OI O 1 N 11....... . 960 ° :Saes N _:.-: ..- ..p+m'..+�'.'.�..^a,. :........'........... ,I.....+ a.. � a.' o� .' ..Iarn +....m.. .. 71.. 11 o .� 955 M. . :.:.� , ;1. 965 ::IN\' <iN: . , II II il. II : , ly II 955 ..... II ...... :..... ........ ..........: u !t .:.: II > !l .. > v :.:.. 1 .... .:.......... v >. ........ :. !�. sss .. ....... ..'............ n ..Ii..li ....'..il">aw -1.o0x > U a > a.. w 5 o w a o. w. .11..1f... a 5 > 0 .'..a. .a o_ w .o_ w a o. o_ 960 950 m 1.Qox.. ... T109 CJ.. 11090.601 _ ... 0989 >y ....... 950 '- -. 955 PVI STA = $0+19.90 it II 11: it : � >'- ! > W Gl i 945 S a w X L04... 945 940 PVI ELEV - 95061.. ..:.: ..:...: ...........::.:. > � :... .:.... _. � C..a.. 940 935 4f.Fk09 -- 215$ . r. a .47... � ,say 0:62x . 935 930 ......... 930 925:.....:.::..: -.:.....:.:..::.:......::.:......::.:......::.......:::.........:.:.:.:.::..:......:..:......::.......:::.....:..::.:. 950 925 920 . r92 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 73RD ST. N.E. 995 ro,.� ......... ...... 0,10 O ID o . ,'.... dm... ;' O,N . ten...._.... O m o ....... 995 0 c-, Qt ...!.... �+ ...'.... 12........ ...............wi....'.. .�....:... 0 0 w........ 995 10 0 O rp 00.01 0,01 ...'....� � ....!... N i71i� N. oi m V moR m . O a• �� 990 995 990 ..... 1oQoo''vc ...... 100.00 VC 985 LK ELEV ='955.34 L.P.: ELEV = 955.74 L.P : STA = 4+27.25 98rj 6.P.; STA = 1+7$.87 ............ PVf STA' _' 4+50:00.' " 990 :.. PVI, STA = 1+50.00 40.60' VC PVI ELEV = 954.98' : _ ....: 980 .. .... .. .' PVI: ELEV 955.50H P ELEV• = 956.36' A D - 3.679 .... 980 A.D. 2.849 ' H P STA'=' 3+00:00 K ='27.25 .........K 990 = 35.21 PVF STA = 3+05.00 ..... 975::... H.P. ELEV- 955.86 - H.P.HECFV 856.68 PVI ELEV. = 956.43975 985 AD .' i60%. H.P; STA' 71+02:35 : 12 PVt STA. 8$ 7848,44......'..'. - K :25 00: 985 970 ............................:............ •VI �gi . ....o. • c M Ci M ... PVI TA .e .64+00.00 L.P. ELEV - 1951.60 ' PVI' ELEV:= 956.39 970 965 po + o + +. OD N _+ °+� .oo N p m.. 16 la ° 965 L.P.L.STA 14+11.60 STA A.D.: -2.09%: A.D. = 275% K,:�, 18,24...'. '. m...'. N d+ ...i. ....... 980 ...:. .. STA -:•78+50.06 ...... PVI STA =' 78+50:00 ! : - ....,._.... `PVI ELEV 952620....,..'.......... K• = 23.92 • •: 5000':VC' .: . 50;00,' VC. .: .:. .. .PVI ELEV - 95033 80 OQ VC 960 > a '�... ....� a a �a Gt' �y ..'...a ....... PVI. ELEV '= 949 30 960 955 A•i)r = 0.89%' K - 1 01.02 4x 060% a, I.00x 2 955 PVI STA-�1±00 00 PVI STA, . 0 . 2 975 PVI ELEV _ 956'62 --:-PVF ELEV =; 956.36 ' • " .....q D. •=:'1.20% ...... - K 41.82 ! 950 .'., . : 9000 YC 950 0 1 2 3 4 5 6 : STREET 5 995 ro,.� ......... ...... 0,10 O ID o . ,'.... dm... ;' O,N . ten...._.... O m o ....... O Y' 0 c-, Qt ...!.... �+ ...'.... 12........ 0 0] O p Nv....,.... N..'..:.... 0 0 w........ 0,10 �.(V w�....... 10 0 O rp 00.01 0,01 ...'....� � ....!... N i71i� N. O,M N ....... O M n....,... O a• �� . ....... 995 990 :.. : _ ....: .. .... .. .. .... .. .' ... .... .. . . 990 _ . ........... ..... H.P. ELEV- 955.86 - H.P.HECFV 856.68 _ H P ELEV' 956.18 985 H.P; STA' 71+02:35 : 12 PVt STA. 8$ 7848,44......'..'. 985 ..............' ............................:............ •VI , ........ LP. ELEV = 951.93 PVI STA 71+13:00 ELEV 955.97 _, PVI ELEV = 956.80 ... PVI TA .e .64+00.00 L.P. ELEV - 1951.60 ' PVI' ELEV:= 956.39 ..'. 980 : L.P. ELEV =:949 37: L:P.' L.P.L.STA 14+11.60 STA A.D.: -2.09%: A.D. = 275% K,:�, 18,24...'. '. LP.: STA - 65+9575 A,O: _ :-4.12% PVI STA'=. 65.+7300....'. K•=.19.41 : 980 ...:. .. STA -:•78+50.06 ...... PVI STA =' 78+50:00 ! : - ....,._.... `PVI ELEV 952620....,..'.......... K• = 23.92 • •: 5000':VC' .: . 50;00,' VC. .: .:. .. .PVI ELEV - 95033 80 OQ VC .. 975 PVI. ELEV '= 949 30 A•i)r = 0.89%' K - 1 01.02 =' y A.K Bt o 975 ' • " .....q D. •=:'1.20% ...... - K 41.82 ! .............. : .'., . : 9000 YC : ...3 190.00' VC]Oto p..� + 970 :.. 50:� .�� :. .....'. ...... S o. o..N. 4..N.... o o �..m I 11. . 970 mto °� n ° N 965 :........'........... :...:..........., ........ ........ o� .' +....m.. .. o .� M. .'. M. . 965 ::IN\' <iN: Y:: : �: n II II 'll II Y :::� m �il ,WJy 960 - PVt. STA 80+05.90 ' ' PVI ELEVi=' 950.23,.. .�..... m: o ...... ..'............ n ..Ii..li ....'..il">aw > U a W M. .w. a..W...•. > .11..1f... II ..�. II > 0 .'..a. ..p5,..0. 5 960 m CJ.. >y '- -. 955 PVI STA = $0+19.90 it II 11: it : � >'- ! > W Gl i S a w X L04... 955 PVI ELEV - 95061.. .. • '� U. �> > � _. � C..a.. .60 -1.49K 4f.Fk09 -- 215$ . r. a .47... � ,say 0:62x . 950 950 _ o .'. . . 945 ..'................... ..'....... ....'..................... ........................... ............. ....'..LP.'ELEV.4 50 .00 vC 955.74. J............................................................'................................... .. ,. ... 945 L.P. S7A � 70+6,2,95 ; ; . STA 695567. 940 940 .'............'..............:.............................. .....P PVl ELEV.bM .. .. ..... .... .. .. ..'. ., .. • : : : : : - A.D.: _: 1,20%. 935 ....:.. ........ _ .....' ................ ................ ................ ........ .... K = 41:74 ...PVC.70+37;99...:.... .. .. ....'.. ........ .. ... ... .. 935 PVT = 10+81,99. 930 _ ELEV := 955 82 930 ..... :......'.............•.......................'..........................................'....'.'ELEV.z.955.82.............................................'..............................'..r.. .......... _'..'....................... 925 ....................................'..............'...................'.................'....... ,'.........'.........:..................................................'...............-...... ............................ ...'. , 925 920 920 82 81 80 79 78 77 76 75 74 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 LARABEE AVE. N.E. NOT FOR CONSTRUCTION Date06/01/16 sheet 6 or 10 7 �' �° ^" �"�"� a7 �. @ m� a..uo.. Prepared for. Martin Farms 4th Westwood,H a mp�W= and la+l I rm a &4 Bmmd r90rffi610 D�19a9R . II Di('a14R ®dr We Lw. d gu 9tW d Mam.w (yacib: DIG Addition Ph- (952)9976150 ]699MagramOrM Lennar Corporation s��t Profiles Fa (952(92]6922 Eden P,.Wq MH65344 Damm DWa Tdr>_ (999(9376159 wedwwdp9 Pravda A Hagen II 16.905 36Th Avenue North, Suite 600 V69two dProfe dl l5ew Im n99s 06/01/16 I,_ No 17716 a.m9a Dmwl9t br�d99e Plymouth, Minnesota 55416 Otsego, Minnmft a 2016 Westwood Professional Services, Inc. 985 O M ;d. M - o O -. OM v=. Cl O p 0.7 o.a M. N NT........ .11 M OO N. �. m{J. O "AD D.50 01.... 01 O.3 M NM �o .o....... a, 985 X71'60 N ' ..bpi. ..... ....'. �.� ...... .�� ..... .........v n .. .... ..'... � a .'. .'... �v .-. .. .. v .. via ...;....� .......� v....'.... ONi4a) b1d� b1 b�d,1 �� 09 �� m� �� m� �� .� �t 990... 980 ....... _, .. ..... '953 90 " 980 -- 50.00' VC 975 H.P. STA' 3+07.01 PVI ELEV r 950.02 P STA = 2+79.10....... 40.00': VC .:: 975 ....... H PP:STAEv.4+8800....... .. .... H P ELEY.=.953.64.......-50.00 VC ..�- .".. 40 00' '.."... _ . :. - •.�...... 50.00' VC . 975 ......' 48.00' VC PVI STA. 4+61.00 - : H.P; STA = 5+15.36 L.R: ELEV =:949.47. L.P. STA = 7+20.01: H.P. 'ELEV, _ 950:45: 50.00 VC . L.P. ELEV: = 949.60 - H.P. ELEV:= 950.69 ..:.. ..... H.P,. EL€V.=.955.68.•.. 970 L.P. ELEV =: 945.99 PV1 ELEV. = 953.35 A.D.:= 2.67X•" PVI STA _ 5+15.00 _ 953.69....-.... PVI STA = 7+04.00 H.P. STA = 8+82.87: _S+81L.P. RVI STA :-. STA := 10+46.96: H.P.: STA = 12+50.35 970 .:. :. L.P..STA.= 2+30.00'."VI - - - - - ;- - • - K. _: 18.73 - • - • -'- - A.D..E�E- .2 : A D_ -1.23X EL£V•=949.34 �� 0-i --.. -PVI ELEV =:950.51 - _ PVI -STA -;-t2+56.96- PVI STA -.10+46.98''.- 980 K. 40.08: PVI STA =2+50.00 _ . : PVC - 4+36.00 K = 24.40 A.O. 3.669: A D. = =1.26% PVI ELEV:= 949.52 . PVI ELEV"= 950.78 _ - 63% :. A D.: t 965 PVI ELEV =: 946.39 .........".PVF -=.4+86.00..:. ..... PVC. =.5+10000......-.. K = 13.67 : .-....'K.".31.81... PVC-� 6-179.00 ". ..: A.D. = 1.20%- _ K K =: 30.65 - - 965 i....... " K = 30.80: :ELEV = 95253: - _ - - : PVT - 5+30.00' - = --7+29.00 PVC._ 8+61.96 J :PVT -67- .7'.' PVC': 12+31.98: 975 960 PVC - 2+30.00 ' ELEV '= :953 51 ELEV 953.60 ELEV-=.95360 ' .PVT =' 950.09 ='9+01.96 ELEV. PVG = 10+77.96: 0 , 6 = 12+81.96: 960 K - 33 30 PVT '= 2+70.00 _ 33 -".. ....-.. . ,ELEV ELEV = 949.50 `'950,39'' .950:38VT ELEV 'ELEV' - 949:6T:" ' 950:83 :N. .......O ELEV 945.99 N ...... rn . :'_ .....' ' . ELEV 949 67 ELEV 9p0 52 :. o v) .... a 955 ELEV 94705..._ ...'.. ...... ..... 0.63% 060X ... ... w . 1 955 $ N v Il..p.......t" PVr = .2+78.60 o t ; F t .....,.. 955 PVA ELEV = 955.91: 950 - >-.. G9. _ -_ ......� x .... 0.66% --0:60% 060%-io3X..\>. ?9%.. 950 PVI STA: _, 10+20.00 - 955 50.00' VG �\ 970.........:.....Qrm5. 945 oox..'2,Oo>~ H.P ELEV = 953.51 AD 1.20% K=.41.64$Oo ... $o 945 0, .... ......? ....... ......'. ..... ..... +i.P, STA. = 5+4s.00 ..... ........ ................ .....: .. .. ". rnahwGa7 PY: STA = 5+70.00 ... J....kP r- 940 :'....'...... 6 - PVI:ELEV :='95336' x .._1.98 .. T9% PVI STA = 14+33.46: 94O ........ ..... ............................... .,• A.D. _ -2.40%.:................'..........'.....-:..... ........... _ ..... :PVI ELEY -: 946:98 • - 965 - PVI STA -:1+23.00- - - K"=.20.83 _ rS.. rn Lr)o 935 PVi ELEV 943.85 PVC =' 5+45.00 ELEV A .952.53 PVI STA 14+47.46 935 945'..'.. '.... .. 'PVI' SFA' _' 1+0000...... ..... .. .,..P.VT -5+95.00 ..`.... 1+00 ..1. - - -PVI 'ELEV 949:35 ... a ELEV'_'956.06' Py ELEV = :944.31 - : : ELEV = 953.51 - 1... ' 949 34 . 930 6o. : 6 5 4 3 ELEV = 952.61: 0 ' 930 960 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 935 L dMER AVE. N.B. 995 . :.. d Ota .. �t ........�+a. :O :d a.0 co, ......w�a .......�w........ O:e+'4-0 00 inJ� �rni........,..'_ O,O o0M ....�........Mb 0.60 .... �.V �.V rn.t0 N.V' N .. a(nf�........^tn - . �..'...... '3dn....... ri X71'60 N ' ..bpi. ..'... 995 rnrn rn:rn a1{A : c`{ 980H.P. ONi4a) b1d� b1 b�d,1 O�dr b10i b�ir» bi01 O�i0�1 980 . ..... 990... . H:P,' STA =' 5t�34.99...... ....... ....... ....... <.......'. '953 90 " - PN STA- _- 5+35.58 LP. ELEV = 949.09: -- 990 975 H.P. STA' 3+07.01 PVI ELEV r 950.02 P STA = 2+79.10....... 40.00': VC .:: 975 975PVI-STA 40.00' VC: .. ........L "•'A.D -1.929- K - 37.78 - PVI STA = 3+80.00- .....'...... ........ : 985 ......' ..:... ...............; .....H.P_ELEV. _. 95lijA .'..'........... .............=.. 50.00' VC ao:oo' Yc' '"H.P.:BLEV:=-95¢.71 ..:.. ..... H.P,. EL€V.=.955.68.•.. .'...'. .'.. 985 o .: :. : H.P. STA -=:4+36;06. .:. :. .:. H.P: STA = 12+53.79 970 c 980 K. 40.08: CP. STA = 2+78:60 6 PVI :STA = :4+38.00 :. P)A ELEY. -. 956.21 ............. = H.P.-STA = 9+46.20: PVI STA = 9+46.00 P\4.. ELEV' TA 12+53.75574.....'.:.'... 980 : 50.00' VC : RVI STA = 2+53.60: O 965 50.00 VC L:P, ELEV = 95599: . . A p _ _1.33X. K 3 11 i....... PVl :BEEN = 954;77 A,D =1:20% .D."=--1.20% 50 00' VO ' ` N ..... - o o t 975 o o o 960 - LP. STA - 3+88 01 a..t�I r.... oo O o n........ K - 33 30 L P! ELEV. = 95: - K " _ 33 22 960 975 :N. .......O + N ...... rn . P.VI.STA ='.3+86.00 .....' ' .rn rn rn :. o v) .... a o .M........... 960 CP; "sTA :=82' ... w n o; q $ N v Il..p.......t" PVr = .2+78.60 o t ; F t .....,.. 955 PVA ELEV = 955.91: 960 II K p. oro ri 'a ; ELEV -! 950.26 PVI STA: _, 10+20.00 - 955 a..4........... 970.........:.....Qrm5. > >S. AD 1.20% K=.41.64$Oo ... $o w 0, .... .... ... 0- www` PVELEV= 95 4 .33 N ". rnahwGa7 970 ... J....kP r- -PVC'='3+63.00 :'....'...... 6 r... x .._1.98 .. T9% ZooLELEV= ") +0.68%: 0.65%: :-0.60% 0 if 965 ...._.. VI. srA.=. s+ss.at ` `. ^...- - - Pvl PVT: 4+13.00 rS.. rn Lr)o r t .. _ PVI ELEV = )48.93 :: PVI ELEV A .952.53 945'..'.. .... 965 1+00 8+sa.62 . ....... a ELEV'_'956.06' I II WELEV :. ' 949 34 . 8 6o. : 6 5 4 3 2 1 0 ' 940 960 956.06 935 930 S 11 954.48 ELE 930 0 1 2 3 9605W 8 9 a> 71 1/2 ST. NE ...... m m mMt w060906 arnII tlyy ao+ 955 .. ......: .. �...... ... ..._ 0.73 .6 � .. 0.60X 955 950 :.. 950 . -7 PVI STA m 7+41:50 PVI ELEV=" 955.21 945_ ..... _ ........;........ _.........................'..'.........•................... 945 940 940 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 STREET 6 985 ...... MM NN....'....�N oa NaMo urn M _ TN N �� +<, - ......�........��....... 985 - �... mm ............a........ ...... �....'....! o,m mrn p,a1 rn rnrn rn:rn a1{A : c`{ 980H.P. ONi4a) ELEV '= 449.93 ...... 980 5000' VC ..... ...... . H:P,' STA =' 5t�34.99...... ....... ....... ....... '953 90 " - PN STA- _- 5+35.58 LP. ELEV = 949.09: -- 975 H.P. STA' 3+07.01 PVI ELEV r 950.02 P STA = 2+79.10....... 975 975PVI-STA .. ........L "•'A.D -1.929- K - 37.78 - PVI STA = 3+80.00- .....'...... ........ : 970 PVA ELEV = 949.01 5000` VG' 50.00' VC `' ' . '.' PVI 'ELEV :a 954:00'.' 970 .. _... o ....A.D. -.1.25%.. ....L:P..ELEV t. 949.62'..'.. PVI ELEV =: 952.84 A D. -3.13% 19.1 970 c ci . K. 40.08: CP. STA = 2+78:60 6 A D. _ t.26% = 965 + o ± : 50.00' VC : RVI STA = 2+53.60: 965 K _ 39.71....... .... i....... m ...m N ..... - o o t . A D. = 1.38 949. PVt 77..... o n:q r, 960 a a..t�I O . tn......"a oo O o n........ �:n�.� g a a K 30.34 960 :N. �n G1...�.. o V) rn t �y o .rn rn rn PYO =.2+28.60..... ...:Ii... 960 v4- w n o; q $ �j Il..p.......t" PVr = .2+78.60 o t ; F t .....,.. 955 960 II 11 II it 'a ; ELEV -! 950.26 a 955 a..4........... > > ... ...... . . ELEV .949,62........ ... w w 0- www` 'o 955 950 ... J....kP r- ........� .0.63%.. :'....'...... r... x .._1.98 .. T9% 950 - +0.68%: 0.65%: :-0.60% 0 945 ...._.. VI. srA.=. s+ss.at ` `. ^...- - - Pvl sA = r+r4;uo rS.. g9... 945 .. _ PVI ELEV = )48.93 :: PVI ELEV A .952.53 945'..'.. .... PVI ELEV 951.93 1+00 8+sa.62 . ....... 945 940 I EL '= PVV 952.92 ' 949 34 . ' 940 8 7 6 5 4 3 2 1 0 LASALLE ST. N.S. 985 ...... MM NN....'....�N MW M00 .......�.......� M _ TN N �� +<, - ......�........��....... 0� . 985 01-01 a1{A : c`{ ��........ m1 m m" 0101 m ONi4a) 980 5000' VC 60.00' VC ' . 980 '953 90 '50.00''VC H.P::ELEV•=•953 70 " " ".' ;•- -- H.P. STA' 3+07.01 : LP ELEV d 952.92H.P: STA = 6+26.95 975PVI-STA = 3+0000 :L.P STA 4+85.27P" STA; _! 6+44:82 975 ... `' ' . '.' PVI 'ELEV :a 954:00'.' -'PVI • STA 'm.' 4+85:43' PVI- ELEV a 953 85 ........ .. _... o n A.D. :-1.74% PVI ELEV =: 952.84 A D. -3.13% 19.1 970 c ci . K = 28. 6 A D. _ t.26% = 970 o ± �..... K _ 39.71....... .... N a? 965 t �..... o n:q r, co a o a O . tn......"a m ro "n. o n........ g a 965 F :N. �:N O':n ....."... .rn o V) rn t �y rn �. rn :to m:. ...:Ii... 960 v4- w n o; q n 11..9. Il..p.......t" o t ; F t .....,.. ."...Q..>... 960 5 a. 5 o 'a W w:5 a 955 ... w w 0- www` s 955 ....'. 1 1i9- ..,.. -0.63$. ..... .0.63%.. .. .. . . a-- -5- . - 0 950 ...._.. _................ ......... :. rS.. g9... 950 PVl STA 1+14.00 _ - - 945'..'.. .... PVI ELEV 951.93 ....... ....... BVL STA.=. 8+sa.62 . ....... 945 : PVI ELEV- ' 949 34 . ' 940 940 935 935 930 930 0 1 2 3 4 5 6 7 8 9 71 1/2 ST. NE NOT FOR CONSTRUCTION D.tc06/01/16 shm: 7 or 10 Westwood X- �, �` d� I-&1, d.<� �� for. Martin Farms 4th ame APS m u.17 .m . mry 6�.d no7ts�w. Prepared 2 md. W 4 n a 9W d leamLL °"``n Lennar Corporation Addition Street Profiles PM. (962)937b1W 7699Ma9-0A DIG rn (652)937b622 Eden PrWb,MN653M 13- DWa Tan.. (688)93741W wwtwwdpt.a9m Pnn& Q Figur It 1630.5 96TH Avenue North, Suite 600 w.nwood haftsf xl SeMcK IM pk 06/01/16 U. N. ]7716 a.ma onwiq b.idu. PI ymouth, Minnesota 55416 Otsego, Minnesota o 2016 Westwood Professional Services, Inc. a�AO eJGPOpO R � QJ MiHi•N�M 12' MINIMUM — 1"-2" WASHED NOTE: ROCK CONSTRUCTION ENTRANCE SHOULD BE A MINIMUM HEIGHT OF 1.0' AND CONTAIN MAXIMUM SIDE SLOPES OF 4:1. F K CONSTRUCTION ENTRANCE L T PNwuE _ '— axccnai rh Eton a+ smEEr LOT BENCHING DETAIL NO SCALE /— NON -WOVEN ' / FILTER COVER j" HIGH DENSITY POLYETHELENE FRAME BASE OF f SHAPED SZE k SIZED TO FIT INLET TOP SIDE DI E VIEW TYPICAL CONSTRUCTION SEQUENCE FOR SILT -SAVER FRAME k FILTER 1. EXCAVATE APPROXIMATELY 4" TO 6" BELOW THE TOP OF THE INLET STRUCTURE. 2, PLACE THE FRAME ONTO THE INLET STRUCTURE, ENSURING PROPER SEATING OF FRAME TO STRUCTURE. ' 3. SLIDE THE FILTER OVER THE FRAME. S 4. FILL THE FILTER POCKETS WITH SOIL, 057 GRAVEL OR EQUIVALENT. THE FILTER POCKETS SHOULD BE COMPLETELY FILLED TO ENSURE A GOOD SEAL BETWEEN THE GROUND AND INLET STRUCTURE. 5. BACK FILL AROUND THE FRAME AND FILTER ASSEMBLY IS NOT REQUIRED TO COMPLETE INSTALLATION; HOWEVER, BACK FILLING WAY BE NECESSARY TO COMPLETE EXCAVATION REQUIREMENTS FOR THE SITE. E SILT—SAVER RF NO SCALE SILT -SAVER, INC. n g' WWW.SILTSAVER.COM R € APPNOYE9 rtY ne STANDARD PLATE N0. 506 x NINNE[JJOTA POND —t0� OUTLET ELEVATION=(SEE GRADING PLAN FOR ELEVATION) POND BOTTOM=(SEE GRADING AQUATIC SAFETY BENCH PLAN FOR ELEVATION) TYPICAL POND SECTION 7 1 1/2' BIT. WEARING COURSE MNDOT SPEC 2350, LVK45030B TACK COAT, MnDOT 2357 2 1/2" BITUMINOUS BASE COURSE MNOOT SPEC. 2350, LVNW350308 6" CLASS 5 AGGREGATE BASE (10GX CRUSHED) 24' MnDOT 2211 CLASS 3/4 AGGREGATE SUB -BASE GEOTEXTILE FABRIC, FOR CLAY SUBSOILS - MIRAR 50OX TYPICAL PAVEMENT SECTION "B" NO SCALE CA T- 80' R.O.W. P dINIMUM 0' S 14.0' 14' (TYP.) 4' TOP L (TBOC BOC 4X 1 'PER FT. 1/S o 4" 2X 1.5:1 SLOPE (TYP.) 1 SIDEWALK (MEN APPLICABLE; PROFILE GRADE SEE PLAN NEW FOR LOCATIONS) GRADING GRADE 34 SURMOUNTABLE CONC. C. d: G. TYPICAL SECTION PUBLIC STREET N.T.S. Westwood I P_(952)9370160 7699An 9p 0r Fa (952(8370822 Eden Pmhie MN65d40 Td Fm (888)937016° WWWMWpd I Wntwood hofeelanN seMm, I- J U (a�aa_ mj P:ff i: MNTOP VIEW c tiExr PaE o a,nEr END VIEW i hndp -W, MM MM¢ ptm n¢¢ pnpud b r w md. , dh- ,apvvW- and WI I w • dd7 N -.d MO}MISIONAG URGINE R m 6. 1¢"¢ d 1&. 9- d MlAemfa P2 nds D. Hagen II ID" 06/01/16 u_ Na IM6 -6'-3A32 CONCRETE SIDEWALK - 4' CLASS 5 AGGREGATE BASE (10OX CRUSHED GRAVEL) - COMPACTED SUBGRADE NO SCALE U14ERAL NOHI Etm vuw¢ ranro Aeom A 2 f �a w arrcE OVS nrst 9E mEcifO t0 o,aFE PO.w 0wsls old caN,EITI— cs - me 11—All— ===-.T mncnnov; YnreErsa aEY v rmn V E?£ BE CQ [�R uPvO l S ON OTE Al K ,£PD O °ECNAO" n. v m ENsk¢ rt is nAC 1 11 I MIT.—eRS APE AVA3)9(G PEER t0 IME ROa sacr NT .cw+�¢v suw>v or xe smru ,rurrn —1 aHN nro STRUCTURE SIDE VIEW (NO SCALE) sr mmjm�c /111T 1 `nn WOOD FIBER ADJACENT BLANKET MULCH PROPERTY END OF UPPER BLANKET TO OVERLAP BOTTOM �.-.KET NOTE; WOOD FIBER BLANKET SHALL BE PLACED AND STAPLED ACCORDING TO Mn/DOT SPECIFICATION 2575.3142 WITH THE FOLLOWING EXCEPTIONS. ADJACENT STRIP EDGES SHALL BE OVERLAPPED A MINIMUM OF 6", PLASTIC OR WOOD BIODEGRADABLE STAKES OR STAPLES SHALL BE USED IN PLACE OF METAL WIRE STAPLES. EC STAKES AND SIOSTAKES ARE ACCEPTABLE PRODUCTS FOR USE TO FASTEN WOOD FIBER BLANKET. e WOOD FIBER BLANKET INSTALLATION ON A CUT SLOPE NO SCALE vo IS �PN9 m �SQnP o STANDARDPLATE N0. NEYi6E0 G y YAACN 2005 NINNO¢OTA 3/4" GREEN LETTERING ON WETLAND WHITE BACKGROUND BUFFER D I (C C E/� D ZONE 1ON GES 9„ WHITE LETTERING ON BROWN BACKGROUND 3/8' yl WITH 3/4" LETTERING NO Structures, Grading, 111/ Mowing, or Filling E Beyond This Point. T L A D ALTERNATE 1 16" B WETLAND BUFFER SIGNS ARE TO BE PLACEDALONG ALL U WETLANDS IN RESIDENTIAL F AREAS WHERE THE BUFFERS 6 F ARE REQUIRED. �S E SIGNS SHALL BE INSTALLED ON T, R A "U -POST" MOUNTING. (SEE STANDARD PLATE 801) SIGNS SHALL BE PLACED 20' 3••—al FROM THE EDGE OF THE I DELINEATED OR MITIGATED ALTERNATE 2 WETLAND. WETLAND BUFFER SIGN N9 scuE APPNOYCD OtSe POSTANDARBDO�LATE NO. x � 2009 NINN¢dOTA MnDOT 2573 PROPOSED LOOK OUT ELEVATION MACHINE SLICED OR - PREASSEMBLED L ROADWAY MIN. 2 I/2' BOVE GROUND OPTION 10'-30' AS APPROVED BY 3' THE CITY ENGINEER. 3' 6"X6" EARTH FILL 60' MINIMUM DEPTH HOUSE PAD II FENCE 1' MATERIAL (VARIES) 6" APRON R.O.W L ROADWAY 5' POSTS - 8' MAX. ON CENTER 7' NW. MINIMUM 2' PENETRATION a e REF. MnDOT 3886 2V SILT FENCE NO SCALE i n� FINISHED GRADE AFTER MOUSE € �pROyEO a N[YISE P 0 STANDARD PLATE NO. 9 Y 5 10 0Y JG 501 /— NON -WOVEN ' / FILTER COVER j" HIGH DENSITY POLYETHELENE FRAME BASE OF f SHAPED SZE k SIZED TO FIT INLET TOP SIDE DI E VIEW TYPICAL CONSTRUCTION SEQUENCE FOR SILT -SAVER FRAME k FILTER 1. EXCAVATE APPROXIMATELY 4" TO 6" BELOW THE TOP OF THE INLET STRUCTURE. 2, PLACE THE FRAME ONTO THE INLET STRUCTURE, ENSURING PROPER SEATING OF FRAME TO STRUCTURE. ' 3. SLIDE THE FILTER OVER THE FRAME. S 4. FILL THE FILTER POCKETS WITH SOIL, 057 GRAVEL OR EQUIVALENT. THE FILTER POCKETS SHOULD BE COMPLETELY FILLED TO ENSURE A GOOD SEAL BETWEEN THE GROUND AND INLET STRUCTURE. 5. BACK FILL AROUND THE FRAME AND FILTER ASSEMBLY IS NOT REQUIRED TO COMPLETE INSTALLATION; HOWEVER, BACK FILLING WAY BE NECESSARY TO COMPLETE EXCAVATION REQUIREMENTS FOR THE SITE. E SILT—SAVER RF NO SCALE SILT -SAVER, INC. n g' WWW.SILTSAVER.COM R € APPNOYE9 rtY ne STANDARD PLATE N0. 506 x NINNE[JJOTA POND —t0� OUTLET ELEVATION=(SEE GRADING PLAN FOR ELEVATION) POND BOTTOM=(SEE GRADING AQUATIC SAFETY BENCH PLAN FOR ELEVATION) TYPICAL POND SECTION 7 1 1/2' BIT. WEARING COURSE MNDOT SPEC 2350, LVK45030B TACK COAT, MnDOT 2357 2 1/2" BITUMINOUS BASE COURSE MNOOT SPEC. 2350, LVNW350308 6" CLASS 5 AGGREGATE BASE (10GX CRUSHED) 24' MnDOT 2211 CLASS 3/4 AGGREGATE SUB -BASE GEOTEXTILE FABRIC, FOR CLAY SUBSOILS - MIRAR 50OX TYPICAL PAVEMENT SECTION "B" NO SCALE CA T- 80' R.O.W. P dINIMUM 0' S 14.0' 14' (TYP.) 4' TOP L (TBOC BOC 4X 1 'PER FT. 1/S o 4" 2X 1.5:1 SLOPE (TYP.) 1 SIDEWALK (MEN APPLICABLE; PROFILE GRADE SEE PLAN NEW FOR LOCATIONS) GRADING GRADE 34 SURMOUNTABLE CONC. C. d: G. TYPICAL SECTION PUBLIC STREET N.T.S. Westwood I P_(952)9370160 7699An 9p 0r Fa (952(8370822 Eden Pmhie MN65d40 Td Fm (888)937016° WWWMWpd I Wntwood hofeelanN seMm, I- J U (a�aa_ mj P:ff i: MNTOP VIEW c tiExr PaE o a,nEr END VIEW i hndp -W, MM MM¢ ptm n¢¢ pnpud b r w md. , dh- ,apvvW- and WI I w • dd7 N -.d MO}MISIONAG URGINE R m 6. 1¢"¢ d 1&. 9- d MlAemfa P2 nds D. Hagen II ID" 06/01/16 u_ Na IM6 -6'-3A32 CONCRETE SIDEWALK - 4' CLASS 5 AGGREGATE BASE (10OX CRUSHED GRAVEL) - COMPACTED SUBGRADE NO SCALE U14ERAL NOHI Etm vuw¢ ranro Aeom A 2 f �a w arrcE OVS nrst 9E mEcifO t0 o,aFE PO.w 0wsls old caN,EITI— cs - me 11—All— ===-.T mncnnov; YnreErsa aEY v rmn V E?£ BE CQ [�R uPvO l S ON OTE Al K ,£PD O °ECNAO" n. v m ENsk¢ rt is nAC 1 11 I MIT.—eRS APE AVA3)9(G PEER t0 IME ROa sacr NT .cw+�¢v suw>v or xe smru ,rurrn —1 aHN nro STRUCTURE SIDE VIEW (NO SCALE) sr mmjm�c /111T 1 `nn WOOD FIBER ADJACENT BLANKET MULCH PROPERTY END OF UPPER BLANKET TO OVERLAP BOTTOM �.-.KET NOTE; WOOD FIBER BLANKET SHALL BE PLACED AND STAPLED ACCORDING TO Mn/DOT SPECIFICATION 2575.3142 WITH THE FOLLOWING EXCEPTIONS. ADJACENT STRIP EDGES SHALL BE OVERLAPPED A MINIMUM OF 6", PLASTIC OR WOOD BIODEGRADABLE STAKES OR STAPLES SHALL BE USED IN PLACE OF METAL WIRE STAPLES. EC STAKES AND SIOSTAKES ARE ACCEPTABLE PRODUCTS FOR USE TO FASTEN WOOD FIBER BLANKET. e WOOD FIBER BLANKET INSTALLATION ON A CUT SLOPE NO SCALE vo IS �PN9 m �SQnP o STANDARDPLATE N0. NEYi6E0 G y YAACN 2005 NINNO¢OTA 3/4" GREEN LETTERING ON WETLAND WHITE BACKGROUND BUFFER D I (C C E/� D ZONE 1ON GES 9„ WHITE LETTERING ON BROWN BACKGROUND 3/8' yl WITH 3/4" LETTERING NO Structures, Grading, 111/ Mowing, or Filling E Beyond This Point. T L A D ALTERNATE 1 16" B WETLAND BUFFER SIGNS ARE TO BE PLACEDALONG ALL U WETLANDS IN RESIDENTIAL F AREAS WHERE THE BUFFERS 6 F ARE REQUIRED. �S E SIGNS SHALL BE INSTALLED ON T, R A "U -POST" MOUNTING. (SEE STANDARD PLATE 801) SIGNS SHALL BE PLACED 20' 3••—al FROM THE EDGE OF THE I DELINEATED OR MITIGATED ALTERNATE 2 WETLAND. WETLAND BUFFER SIGN N9 scuE APPNOYCD OtSe POSTANDARBDO�LATE NO. x � 2009 NINN¢dOTA REAR PROPERTY GRADE O PAD UNTIL 10 .TM.r OERELO s PROPOSED SO®NE M PJC PSE V ADDITIONAL HOLD DOWN WHERE DRAINAGE TO REAR YARD CAN BE MAINTAINED- snKx — Call 48 Hours before digging: 811 or caII811.com Common Ground Alliance D.rs..a PIDH B DIG Prepared for. CSatb¢d: De DWa ■—d Dnwdaa W/dd, '—ENGINEERED FILL PROPOSED LOOK OUT ELEVATION SEE CRADNO PLAN FOR PAD UMITS R.O.W L ROADWAY 10'-30' 7' NN. 3' 35' 25' 3' 22' 60' MINIMUM DEPTH HOUSE PAD 12' 1' (VARIES) (VARIES) R.O.W L ROADWAY 10'-30' 7' NW. 3' 35' 25• 2V IV (VARIES) (VARIES) FINISHED GRADE AFTER MOUSE NEL OF GROUND AT BACK OF WA XO.�T PAD 8.5' BELOW GARAGE SLAB; 0.5' AFTER HOUSE FINISHED GRADE FOR PAD BELOW WALKOUT ELEVATION 10' 0.5' ops 0.5' TOPSOIL 1.0' BELOW GARAGE GARAGE OOR EL HOLD DOWN LIMITS 10' FLOOR.0.EIEVA 20X NI GARAGE FLOOR EL OPOSED BASEMENT ---- - --- --- �3.0' �` _______ ___^-_ _ ��__�__________ - V AOOTIONAL HOD ()OWN 1315' TO SUBGRADE ` _ ---- fL00R ELEVATI � TO SVBGRAOE i - WHERE DRAINAGE TO REAR YARD CAN BE LIAINTAINE 1.2' BELOW BASEMEN FLOOR M1'� 0.5' TOPSOIL 'vim` Y ELEVATIONS 2.0X NI BASEMENT BOOR ENGINEERED FILL—* -i ENGINEERED FILL _ REAR PROPERTY ONE � -- ___ -- ENGINEERED FILL —S� �E PL I -VARIES ,� /' HATCH PROPOSED GROUND WITH BASEMENT FLOOR ELEVATION SUITABLE BEARING SOIL (TYP.) SUITABLE BEARING SOL (TW.) SUITABLE BEARING SOIL GRA E 0 SLA AY OPE liMM HOUSE —ENGINEERED FILL C002398DTP03.d PROPOSED BACKYARD GRADES .•' Atternit iye .•_tt_�t (WO) t11 1,1 WIC T��S4 LJC[CLl SUITABLE BEARING SOL (TYP.) 60' MINIMUM DEP HOUSE PAD SEE GRADING PIAN FW PAU UMITS R.O.W L ROADWAY 10'-30' 7' NW. 3' 35' 22' 12' 1' (VARIES) (VARIES) -FINISHED GRADE AFTER HOUSE OF GROUND AT BACK OF I FINISHED GRADE FOR PAD LOOKOUT 8.5• BELOW GARAGE SLAB; 0:5' BELOW LOO( OUT ELEVATION 1G' V ADDITIONAL HOLD DOWN 0.5' TOPSOIL] PROPOSED LOOK GARAGE OOR EL HOLD DOWN NHERE DRAINAGE TO REAR 1.2' BELOW LOOK OUT ELEVATION _____ UWTS _ ________ YARD CAN BE MAINTAINE OUT ELEVATIONSSUBCRADE -------___ REAR PROPERTY UNE 2.0 MIN _- ______ AX _ \ M _. .— --_—_ _ __ _____________� 0.5' TOPSOIL yi A: P J ____�VAR1E5 yr BASEMENT FLOOR ENGINEERED F LLQ•\ ENGINEERED 'ILL ! I �% NATCH POINT PROPOSED ROUND HOLD DOWN GROUND T.OFT 'L REAR PROPERTY GRADE O PAD UNTIL 10 .TM.r OERELO s PROPOSED SO®NE M PJC PSE V ADDITIONAL HOLD DOWN WHERE DRAINAGE TO REAR YARD CAN BE MAINTAINED- snKx — Call 48 Hours before digging: 811 or caII811.com Common Ground Alliance D.rs..a PIDH B DIG Prepared for. CSatb¢d: De DWa ■—d Dnwdaa W/dd, Lennar Corporation 16305 36Tif Avenue North, Suite 600 Plylnoufly Minnesota 55!46 Date06/01/16 sh.t: 8 DTT 10 Martin Farms 4th Addition Details Otseso, Minnesota '—ENGINEERED FILL PROPOSED LOOK OUT ELEVATION LSIATABLE BEARWO SOL (TIP.) SUITABLE BEARING SOL (TYP.) Alternative Look -Out IRD) Detail N.T.S. 60' MINIMUM DEPTH HOUSE PAD SEE GRADING PLAN FOR PAD LIMITS R.O.W L ROADWAY 10'-30' 7' NW. 3' 35' 25• 2V IV (VARIES) (VARIES) -FINISHED GRADE AFTER HOUSE 0.5' ops FINISHED GRADE FOR PAD 1.0' BELOW GARAGE 10' FLOOR.0.EIEVA 20X NI GARAGE FLOOR EL H ULBTS - 1315' TO SUBGRADE ` _ ---- VARIES 2 _F1 0.5' TTOPSOILyip ` Y BASEMENT BOOR ENGINEERED FILL—* ��ENCWEERE0 FILL -� �ftIONEERE nLL SUITABLE BEARING SOIL (TYP.) SUITABLE BEARING SOL (TW.) Alternative Rambler W Detail Latest Revision Date: 06/01/16 N.T.S. C002398DTP03.d Lennar Corporation 16305 36Tif Avenue North, Suite 600 Plylnoufly Minnesota 55!46 Date06/01/16 sh.t: 8 DTT 10 Martin Farms 4th Addition Details Otseso, Minnesota 02016 Westwood Professional Services, Inc. Preliminary Plant Schedule CODE QTY. COMMON/BOTANICAL NAME SIZE SPACING O.C. OVERSTORY 143 ORNAMENTAL 55 EVERGREEN 54 Black Hills Spruce / Picea glauca densato 6' HT., BE AS SHOWN Norway Spruce / Picea. obies 6' HT., BB AS SHOWN NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. 76" A.nd Plofeabnr SaMtn, Yr. 1899 Anagram Pin Eden PrWd, MN 55W PHONE 952-9 7.6160 WFAX 952537-5822 TOMB 158&9375159 W65tva"d w wtAw99dpct T hvey a,d17 We .* p4a .... prepu.d y .. a mac m7 dG� �Yoa P.1 T m d"r7 0. A[CFrtfeLT wd¢ H. Yw. I W Bbla of RnYLac 351 TREES STREET TREES Cory Meyer Drs 06/01/16 ua- N. 2M BUFFER PLANTINGS: 109 TREES Landscape Requirements 2 TREES PER LOT (99 LOTS i 2 TREES): 198 TREES TOTAL TREES PROVIDED: 351 TREES STREET TREES 143 TREES BUFFER PLANTINGS: 109 TREES FUTURE YARD TREE (1 PER LOT): 99 TREES NOTES: 1. ONE ADDITIONAL YARD TREE PER LOT WILL BE PLANTED BY DEVELOPER AFTER CONSTRUCTION ON LOT IS COMPLETE. TIMING OF INSTALLATION WILL BE DEPENDENT UPON SEASON AND PLANT AVAILABILITY. 2. STREET TREE LOCATIONS AND SPACING ARE SUBJECT TO CHANGE BASED ON CONSTRUCTED DRIVEWAY AND UTILITY LOCATIONS, 3. TREES INSTALLED AT FRONT OF INDIVIDUAL LOTS SHALL BE PLANTED IN A LOCATION THAT DOES NOT INTERFERE WITH CURBSTOPS OR INDIVIDUAL SEWER & WATER CONNECTIONS. 4. NO PLANTING WALL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 5. YARD TREE SPECIES WALL BE SELECTED FROM APPROVED SPECIES LIST. aY Prepared for. araa4a CLM D_ IRM aamd Dn179ee 6./dre Planting Notes 1. CONTRACTOR SHALL CONTACT COMMON GROUND ALUANCE AT 811 OR CALL81I.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. 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5. CONTRACTOR SHALL PROVIDE ONE YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE .LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA -GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING 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 Z60.1-2004 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/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT 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 (COMMON 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 NRF 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. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 18. EDGING TO BE COMMERCIAL GRADE VALLEY -NEW 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, FOR 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 -GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH .EXISTING CONDITIONS (WHERE APPLICABLE). 19. ALL DISTURBED AREAS TO BE SODDED, UNLESS OTHERWISE NOTED. 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. SEED 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, LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS -BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL 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 SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 23. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. Coll 48 Hours before digging: 811 or ca11811.com Common Ground Alliance Lennar Corporation 16,90.5 %TH Avenue North, Suite 600 Plymouth, Minnesota 55446 FOR CONSTRUCTION Martin Farms 4th Addition Minnesota Date:06/01/16 sheet 9 OF 10 PreffiWnary Landscape Plan PRUNE OUT MISDIRECTED BRANCHES. PRUNE OUT MISDIRECTED PROVIDE ONE CENTRAL LEADER. BRANCHES. PROMDE ONE GUYING AND STAKING, AS REQUIRED, CENTRAL LEADER. FOR ONE (1) YEAR ON ALL GUYING AND STAKING AS REQUIRED, ' DECIDUOUS AND CONIFERGUS TREES: FOR ONE (1) YEAR ON ALL s TOP STAKES 5 ABOVE GROUND DECIDUOUS AND CONIFEROUS TREES: (MAX.) OR TO FIRST BRANCH. TOP STAKES 5' ABOVE GROUND BOTTOM OF STAKE 3' (MIN.) (MAX) OR TO FIRST BRANCH. BELOW GROUND. STAKING POSTS BOTTOM OF STAKE 3' (MIN.) TO BE 2'X2' STAINED WOOD OR BELOW GROUND. STAKING 7 PAINTED STEEL DELINEATOR y Be POSTS TO BE 2'X2' STAINED a= I POSTS. PLACE 3 POSTS EQUIDINT AROUND AND STA , C WOOD OR PAINTED STEEL DELINEATOR POSTS. PLACE 3 OUTSIDE ROOT BALL SECURE . �;• POSTS EQUIDISTANT AROUND TREE TO POSTS WITH 16' LONG j AND OUTSIDE ROOT BALL. POLYPROPYLENE OR POLYETHYLENE, 40 MIL, 1.5' SECURE TREE TO POSTS WITH 16' LONG POLYPROPYLENE OR WIDE STRAP. �/,A1AR�' POLYETHYLENE, 40 MIL, 1.5' TREE WRAP MATERIAL FROM r WIDE STRAP. GROUNDUNE UPWARD TO FIRST PLACE MULCH, DEPTH AS BRANCHES, AS REQUIRED. _ _ - (d SPECIFIED, OVER PLANT PITS - PLACE MULCH, DEPTH AS SPECIFIED, 2 BA' DO NOT PILE AGAINST TRUNK. 2 BALL OVER PLANT PITS - DO NOT PILE DI FORM 3' DEEP WATERING BASIN. DI METER AGAINST TRUNK. FORM 3' DEEP WATERING BASIN- I ( - =, y. i I r BACKFILL PLANT PIT WIN SPECFIED BACKFILL SOL ILII -1 `, BACKFILL PLANT PIT WITH SPECFIED ti r 1,Ii i Ai 's SCARIFY SIDES AND BOTTOM OF BACKFILL SOIL i, r,-. y,, ti HOLE. SCARIFY SIDES AND BOTTOM OF HOLE. -.-REFER TO AMERICAN STANDARD REFER TO AMERICAN STANDARD FOR IF�I� FOR NURSERY STOCK FOR I I NURSERY STOCK FOR MINIMUM BALL MINIMUM BALL SIZE. ROOT SIZE. ROOT FLARE TO BE PLANTED FLARE TO BE PLANTED AT OR AT OR NEAR FINISHED GROUNDUNE. 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 MOUND MATCHING TREES NATURAL GROUNDUNE WAIN FINISHED SITE GROUNDUNE WITH FINISHED SITE GRADE. N.T.S. GRADE. N.T.S. DECIDUOUS TREE tAST RE . mos J EVERGREEN TREE - 9Ew ' a os 3 I LA28 I LA29 PLANTING 1a>r.r PLANTING Coll 48 Hours before digging: 811 or ca11811.com Common Ground Alliance Lennar Corporation 16,90.5 %TH Avenue North, Suite 600 Plymouth, Minnesota 55446 FOR CONSTRUCTION Martin Farms 4th Addition Minnesota Date:06/01/16 sheet 9 OF 10 PreffiWnary Landscape Plan 02016 Westwood Professional Services, Inc. Call 48 Hours before digging: Existing Wetland Buffer & Setbacks Proposed Wetland Buffer & Setbacks 811 or ca11811.com Common Ground Alliance (( ;� I I I ----a-ON--1-------1 a) I I I I i - -J l--- < L ----ON--1------- I cn I I I I I I;, I ( L _j L_-- / oun_ / r 20' WETLAND " . \\\ 1 BUFFER SETBACK0! BUFFER p / AA to / ' J \ D to 5 a7e4 ,1 „ j \ 17 15 IL \ tr \ 19 lu L _._ D. n L – J n I 12 I 13 ip,94 sl ns I r 14 9 20' WETLAND D J - _ -- j r J l ! c� I r0' MIN. WETLAND ` BUFFER ° 12 L_ 1 4 BUFFER 5 4 _ 3 2 — — — — — — I r--- I B II JL--JL---JL– _ ----- c� / b5 ( - J' J ----- °j i 5• so -- -----� 1---��I� /lr—�I 1f r ------ L---- J r--- 1 9m j 3 4 5 B 1 17 1 1 F1LL ____ , e' -e 2 1l lr 1L 1r lr ---------- II �-�-�_� ----. I_----- --- J �— Legend Legend 20' EYJS71NG WETLAND BUFFER 0.52 AC 20' EXISTING WERAND BUFFER SETBACK DDDD 0.53 AC Legend 10' MIN. WETLAND OVIL I' IL L. 0' 100' 200' 3( 10' MIN. PROPOSED WETLAND BUFFER 0.56 AC 10' MIN. PROPOSED WERAND BUFFER SETBACK DDDD 0.54 AC 10' MIN. WETLAND OVIL I' IL L. 0' 100' 200' 3( NOT FOR CONSTRUCTION 0002398N'ETEX01.dw9 nsrG06/01/16 snit 10 of, 10 Martin Farms 4th VII@S"tWOOtI = `� "' q, o a" t I "'dols h .d M MWO "' cnuas dhaR ,ePmWm and Wt I � • doer Itrmd ROP�610NAL `� 6' boo "�o Bodo d °� nro9a PDN II Prepered for. NII Lennar Corporation • • Wetland Buffer Phone (952) 9315159 ]699 Mpnm arN• Addition Fu (951) 9]15922 Eden Pr9id0. MN 55344 To1e9. (999)9315)50 Wofh—dpu Fn»ds Q Nadm II D- NM 16305 96TH Avenue North, Suite 600 BXMbit wenwood P fio.I A S9 km I- v49s 0610" u_ No 23021 i9tad unw�lq u ia.e• Plymouth, Minnesota 55446Ob8 Minnesota o,