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PlansL I ST. W. 1 D CiM TOP= 2.4 / {�s9.o B TIGULA LANE �� J 7/ LEGAL DESCRIPTION All that part of the Northwest Quarter of the Northeast Quarter of Section 24, Township 116, Range 23, Carver County, Minnesota, lying north of MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10 -17, according to the recorded plat thereof, said Carver County. Except the North 30.00 feet of the west half of said Northwest Quarter of the Northeast Quarter. SITE AREA: 13.23 ACRES EXSITiNG ZONING: RSF- SINGLE FAMILY RESIDENTIAL & R -4 MIXED LOW DENSITY RESIDENTIAL r— 1 A / I r— • A A A i I\ r\ 1 \ i \I L. L_ / -t i \ L- 1 1 / -1 1 r ♦I / 1 88 s \��—�� EX \z• RCP �� - -�/ — -- FD �— 1 EI =879.4 7 A5H42+ASH 12° 85.2 v +A5H 12 AAI6, +A5H IO" OAK30° 1 ° j30 � ' {; ASti12 °/ 1 gO/ J 1 It � } ASHD L14' 7 =883.7 EI =879.9 -b86' {}OAK 6° S 24 858 1 OAK2� C!/yK FFNCE ~SgO\�` L O §6. A9H I I'� ASH{I I° 4 0 IAK24 + OA --71 #- \ K° iC i }�h1 74` a9 \ \\ T1 1 es 2 \ } OAK I 5" \ \ \OAKIB `.� \} OA' 'gy p` \+ 0AK24' OAK�+ \I�K24 , j OAK26° OAK 18 °� 4HWD141 +OAK12 °/m A5HDBL12 /8 °} _+� *P' t �$ ASH 12° zj / A5HOUADI2/8'''[( "+ A5HDBL14'__, AS/RP10 +'L ASP 10" / A5H14' / /PERT O° j t 91&24'114' FD IP — +- A5H 1 2" li - _ — -- — % j +179 ASHDBLI019" -. -. / -'Z00! 40 i5V z 175 i76 \. ti v / /r -"'.I'" 3 O 658.54 `• -..-�� O �"' \- 177" \ ` \. \ j/ //000 0j0 ! �"� 6/ A5HTRPI8" +A5HDBL14%9" ``_ +122 Fptt1D. .-�2& ) L_..- 2 224 21219 . —. FD 1P x'174 \ \ \ \ \ i 1 /0 70�o- 1� ASH i6°�ASHI / ;ASHi2° \ 101 / r ' `.�.`\ / / , ,, 1,- 4: 27 +218 �I � / �'_ v- � A \o .�� r jai ASnoBU Z1 � . r\ - -♦ \ 0 12$ }123 2ao i — — { z16 ��� \ 1 217 90 — }+ i / / + 182 115 �1I9 � }Yk8 4� /0'� '— -\' -.�- _ \B92 � --- -....- / � / t83 �1i �M17 ( 129 +171 &96'" 1_ /// / / ^'/may y� _ \ {� o m �I 1\6 ✓ \� r '- e9c\ \ �\ 1_ / / \ i WET NO 89z ' t /\ L , / -\ Z 7 +155 \ 1 � / i / / / }170 �1 / / +209 1 }214 2 0 ' \ 1900 213 /� C± V-4 210 2 211 I O �m t t \ WETLAND $208 69 X135 I ! If I 10 X11 f �" / }207 14 13J + 205 ` . / 0/00 / / �� � '-i r / i / o � , \\{ J � . .185 /°ADZ `` 3� t, 192 S( ( ! b9 �. \ � � 204 V / 186 20 � 2 / \ )A /' C 20 b9 ( r 1 f \` /gO b- WETLAND 594 \,fit z _T- I-- 1- ��\ _ / " / \ \ \ .� \\ f —896_ J jj/ '\1 _--- 8 - . -�'.` \ 1 \�.A_ \ i '. I' / / Hg6� \ \ ` \ ` \\ +167 / \ \� , `.1j '_� \\ _89 �,X 19ox x R (� %O Y� 156 / / / j �- \ I` `, ,47 \ / a� �. WETLAND `. _x SL— --� 9°4— '1 k TEA So / 90 °/ \ L 166 — ti �� �1 98' -_- -9056 - '�' 149 200+ \� . `_ —^ -- I i ° -� �\ \\ 152++17 / \ /// /902 I65 153 A y2G'�G- 6 t J �// / /�__ /' '31 /', , 996 � / {! ( / \ \ / /� �'- / �- _ `o`er \ �L '163 / / 83 55 _ 8,96 � _900_ / \ °iQ —-_— = = %if - = = — NOTE: SEE SHEET 5 OF 7 FOR TREE LIST 8 9 g 902- 904 -�� f / / ../ / x - � __a9f2" ° 6 \ / L { -9W _� /" �- / / x . -- _- —_ ._g1o�5 -- LEGEND ll7t AKt�rv'"'" �-- �- DENOTES EXISTING CHAIN LINK fENCE 1 / gpQ / 91z— _ X F�.4SiiNG f_ /_ — — — -x ^ �♦ Sri 212 E1 DENOTES EXISTING SOUND WALL sv ° / ° 19�° DENOTES EXISTING TREE LINE aGV -v ` gIO_ - ` X� ° ""�- ° ,. \ j ' *'' ;._ I ` — DENOTES EXISTING EDGE OF WET LAND T ..,— � r I I \ �TNH DENOTES EXISTING HYDRANT T1y11 -_,� � '-� �g 1 �' _.--- X'.i- X I .� I _.� "--� -+�' ------ °- ""._ - ' �- � A * \ t I ' ♦ - 1 °' y / _ — _____ ° ° — — ---- _•� ° _-_ __-- — Y 50 0 50 100 150 a6v DENOTES EXISTING GATE VALUE DENOTES DENOTES ° {� J �N WPt> ° g96a— ✓' _° ! �'Cj� • FOUND MONUMENT Scale 1 1/ = 50 ' ® DENOTES EXISTING SANITARY MANHOLE OcB DENOTES EXISTING STORM SEWER CATCH BASIN _90G ROBE NGINEERING CONSULTING ENGINEERS, PLANNERS and LAND SURVEYORS ■ C.OMPRNY, INC. NON 1000 EAST 146th STREET, BURNSVILLE, MINNESOTA 55337 PH (952)432 -3000 J I I IN Fl 1 1 1- - 1 I I K I-- 11l1 I\ 1 \1 i I Fl IN s� —T- I ST. W. 1 D CiM TOP= 2.4 / {�s9.o B TIGULA LANE �� J 7/ LEGAL DESCRIPTION All that part of the Northwest Quarter of the Northeast Quarter of Section 24, Township 116, Range 23, Carver County, Minnesota, lying north of MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10 -17, according to the recorded plat thereof, said Carver County. Except the North 30.00 feet of the west half of said Northwest Quarter of the Northeast Quarter. SITE AREA: 13.23 ACRES EXSITiNG ZONING: RSF- SINGLE FAMILY RESIDENTIAL & R -4 MIXED LOW DENSITY RESIDENTIAL r— 1 A / I r— • A A A i I\ r\ 1 \ i \I L. L_ / -t i \ L- 1 1 / -1 1 r ♦I / 1 88 s \��—�� EX \z• RCP �� - -�/ — -- FD �— 1 EI =879.4 7 A5H42+ASH 12° 85.2 v +A5H 12 AAI6, +A5H IO" OAK30° 1 ° j30 � ' {; ASti12 °/ 1 gO/ J 1 It � } ASHD L14' 7 =883.7 EI =879.9 -b86' {}OAK 6° S 24 858 1 OAK2� C!/yK FFNCE ~SgO\�` L O §6. A9H I I'� ASH{I I° 4 0 IAK24 + OA --71 #- \ K° iC i }�h1 74` a9 \ \\ T1 1 es 2 \ } OAK I 5" \ \ \OAKIB `.� \} OA' 'gy p` \+ 0AK24' OAK�+ \I�K24 , j OAK26° OAK 18 °� 4HWD141 +OAK12 °/m A5HDBL12 /8 °} _+� *P' t �$ ASH 12° zj / A5HOUADI2/8'''[( "+ A5HDBL14'__, AS/RP10 +'L ASP 10" / A5H14' / /PERT O° j t 91&24'114' FD IP — +- A5H 1 2" li - _ — -- — % j +179 ASHDBLI019" -. -. / -'Z00! 40 i5V z 175 i76 \. ti v / /r -"'.I'" 3 O 658.54 `• -..-�� O �"' \- 177" \ ` \. \ j/ //000 0j0 ! �"� 6/ A5HTRPI8" +A5HDBL14%9" ``_ +122 Fptt1D. .-�2& ) L_..- 2 224 21219 . —. FD 1P x'174 \ \ \ \ \ i 1 /0 70�o- 1� ASH i6°�ASHI / ;ASHi2° \ 101 / r ' `.�.`\ / / , ,, 1,- 4: 27 +218 �I � / �'_ v- � A \o .�� r jai ASnoBU Z1 � . r\ - -♦ \ 0 12$ }123 2ao i — — { z16 ��� \ 1 217 90 — }+ i / / + 182 115 �1I9 � }Yk8 4� /0'� '— -\' -.�- _ \B92 � --- -....- / � / t83 �1i �M17 ( 129 +171 &96'" 1_ /// / / ^'/may y� _ \ {� o m �I 1\6 ✓ \� r '- e9c\ \ �\ 1_ / / \ i WET NO 89z ' t /\ L , / -\ Z 7 +155 \ 1 � / i / / / }170 �1 / / +209 1 }214 2 0 ' \ 1900 213 /� C± V-4 210 2 211 I O �m t t \ WETLAND $208 69 X135 I ! If I 10 X11 f �" / }207 14 13J + 205 ` . / 0/00 / / �� � '-i r / i / o � , \\{ J � . .185 /°ADZ `` 3� t, 192 S( ( ! b9 �. \ � � 204 V / 186 20 � 2 / \ )A /' C 20 b9 ( r 1 f \` /gO b- WETLAND 594 \,fit z _T- I-- 1- ��\ _ / " / \ \ \ .� \\ f —896_ J jj/ '\1 _--- 8 - . -�'.` \ 1 \�.A_ \ i '. I' / / Hg6� \ \ ` \ ` \\ +167 / \ \� , `.1j '_� \\ _89 �,X 19ox x R (� %O Y� 156 / / / j �- \ I` `, ,47 \ / a� �. WETLAND `. _x SL— --� 9°4— '1 k TEA So / 90 °/ \ L 166 — ti �� �1 98' -_- -9056 - '�' 149 200+ \� . `_ —^ -- I i ° -� �\ \\ 152++17 / \ /// /902 I65 153 A y2G'�G- 6 t J �// / /�__ /' '31 /', , 996 � / {! ( / \ \ / /� �'- / �- _ `o`er \ �L '163 / / 83 55 _ 8,96 � _900_ / \ °iQ —-_— = = %if - = = — NOTE: SEE SHEET 5 OF 7 FOR TREE LIST 8 9 g 902- 904 -�� f / / ../ / x - � __a9f2" ° 6 \ / L { -9W _� /" �- / / x . -- _- —_ ._g1o�5 -- LEGEND ll7t AKt�rv'"'" �-- �- DENOTES EXISTING CHAIN LINK fENCE 1 / gpQ / 91z— _ X F�.4SiiNG f_ /_ — — — -x ^ �♦ Sri 212 E1 DENOTES EXISTING SOUND WALL sv ° / ° 19�° DENOTES EXISTING TREE LINE aGV -v ` gIO_ - ` X� ° ""�- ° ,. \ j ' *'' ;._ I ` — DENOTES EXISTING EDGE OF WET LAND T ..,— � r I I \ �TNH DENOTES EXISTING HYDRANT T1y11 -_,� � '-� �g 1 �' _.--- X'.i- X I .� I _.� "--� -+�' ------ °- ""._ - ' �- � A * \ t I ' ♦ - 1 °' y / _ — _____ ° ° — — ---- _•� ° _-_ __-- — Y 50 0 50 100 150 a6v DENOTES EXISTING GATE VALUE DENOTES DENOTES ° {� J �N WPt> ° g96a— ✓' _° ! �'Cj� • FOUND MONUMENT Scale 1 1/ = 50 ' ® DENOTES EXISTING SANITARY MANHOLE OcB DENOTES EXISTING STORM SEWER CATCH BASIN _90G ROBE NGINEERING CONSULTING ENGINEERS, PLANNERS and LAND SURVEYORS ■ C.OMPRNY, INC. NON 1000 EAST 146th STREET, BURNSVILLE, MINNESOTA 55337 PH (952)432 -3000 J L LOT DENSITY TOTAL NUMBER OF LOTS SUM OF LOT AREAS LOT DENSITY f /\ !\ t �y BASE ALLOWED MAX. DENSITY ALLOWED PROPOSED ME OR UNDER MY DIRECT ROMPLANNERS DENSITY INCREASE NO. OF LOTS NO. OF LOTS TIER 1 0.39 Ac 4.0 LOTS /Ac 50% 2.34 0 j -- <�r 100% 33.92 j j -- �> 2.97 Ac 4.0 LOT5 /Ac 200% 35.G4 G TIER 4 2.30 Ac 4.0 LOT5 /Ac 200% 27.GO I t `_l f /\ !\ t TYP. SETBACKS * EASEMENTS OPEN SPACE O N O I G TOTAL AREA 13.23 Ac 5 BACKYARD 4.0 Ac LE55 LOT AREAS 4.00 Ac s LE55 RIGHT OF WAY AREA I .GG Ac 4.0 LOTS PER ACRE GARAGE SIDE TOTAL OPEN SPACE 7.57 Ac (57.2% 50% SETBACK (TYP.) MIN. REQUIRED) LE55 WETLANDS 3.42 Ac (I 48,764 SF) BLDG SETBACK Ex. Wetland 1 63,187 5 L ti FRoNrYARO Less Wetland Impacts 14,423 — — — — — o O_ LE55 POND HWL 0.50 Ac (21,530 5F) TOTAL UPLAND WITHIN OPEN SPACE 3.G5 Ac N830 1 0'27 "" LEGAL DESCRIPTION: ALL THAT PART OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 24, TOWNSHIP I 1 G, RANGE 23, CARVER COUNTY, MINNESOTA, LYING NORTH OF MINNESOTA DEPARTMENT OF TRANSPORTATION RJGHT OF W A Y PLAT NO. I 0 -17, ACCORDING TO THE RECORDED PLAT THEREOF, SAID CARVER COUNTY. EXCEPT THE NORTH 30.00 FEET OF THE WEST HALF OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER. * *ACCESSORY STRUCTURE SETBACKS (PATIO, GAZEBO, DECK, ETC.) EXISTING ZONING: R51' * R4 MUST BE A MINIMUM OF 15 FEET FROM A WETLAND BUFFER OR REAR SITE AREA: 1 3.23 ACRES PROPOSED ZONING: P.U.D. LOT LINE (WHICHEVER 15 M05T RESTRICTIVE) VICINITY MAP ACC,STRUCTURE SETBACK HOUSE SIDE SETBACK (TYP.) TYP. DRAINAGE � UTILITY EASEMENT RECORD OWNER: SUBDIVIDER: LAND SURVEYOR: TIER CALCULATIONS TIER NO. AREA BASE ALLOWED MAX. DENSITY ALLOWED PROPOSED ME OR UNDER MY DIRECT ROMPLANNERS DENSITY INCREASE NO. OF LOTS NO. OF LOTS TIER 1 0.39 Ac 4.0 LOTS /Ac 50% 2.34 0 TIER 2 4.24 Ac <�r 100% 33.92 j j -- �> 2.97 Ac 4.0 LOT5 /Ac 200% 35.G4 G TIER 4 2.30 Ac 4.0 LOT5 /Ac 200% 27.GO I TYP. SETBACKS * EASEMENTS OPEN SPACE O N O I G TOTAL AREA 13.23 Ac 5 BACKYARD 4.0 Ac LE55 LOT AREAS 4.00 Ac s LE55 RIGHT OF WAY AREA I .GG Ac 4.0 LOTS PER ACRE GARAGE SIDE TOTAL OPEN SPACE 7.57 Ac (57.2% 50% SETBACK (TYP.) MIN. REQUIRED) LE55 WETLANDS 3.42 Ac (I 48,764 SF) BLDG SETBACK Ex. Wetland 1 63,187 5 L ti FRoNrYARO Less Wetland Impacts 14,423 — — — — — o O_ LE55 POND HWL 0.50 Ac (21,530 5F) TOTAL UPLAND WITHIN OPEN SPACE 3.G5 Ac N830 1 0'27 "" LEGAL DESCRIPTION: ALL THAT PART OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 24, TOWNSHIP I 1 G, RANGE 23, CARVER COUNTY, MINNESOTA, LYING NORTH OF MINNESOTA DEPARTMENT OF TRANSPORTATION RJGHT OF W A Y PLAT NO. I 0 -17, ACCORDING TO THE RECORDED PLAT THEREOF, SAID CARVER COUNTY. EXCEPT THE NORTH 30.00 FEET OF THE WEST HALF OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER. * *ACCESSORY STRUCTURE SETBACKS (PATIO, GAZEBO, DECK, ETC.) EXISTING ZONING: R51' * R4 MUST BE A MINIMUM OF 15 FEET FROM A WETLAND BUFFER OR REAR SITE AREA: 1 3.23 ACRES PROPOSED ZONING: P.U.D. LOT LINE (WHICHEVER 15 M05T RESTRICTIVE) VICINITY MAP ACC,STRUCTURE SETBACK HOUSE SIDE SETBACK (TYP.) TYP. DRAINAGE � UTILITY EASEMENT RECORD OWNER: SUBDIVIDER: LAND SURVEYOR: TIER CALCULATIONS TIER NO. AREA BASE ALLOWED MAX. DENSITY ALLOWED PROPOSED ME OR UNDER MY DIRECT ROMPLANNERS DENSITY INCREASE NO. OF LOTS NO. OF LOTS TIER 1 0.39 Ac 4.0 LOTS /Ac 50% 2.34 0 TIER 2 4.24 Ac 4,0 LOT5 /Ac 100% 33.92 9 TIER 3 2.97 Ac 4.0 LOT5 /Ac 200% 35.G4 G TIER 4 2.30 Ac 4.0 LOT5 /Ac 200% 27.GO I *AREAS DO NOT INCLUDE WETLANDS *PP,P05ED LOTS ARE LE55 THAN MAX ALLOWED IN EACH TIER CHESTNUT GROUP, LLC PO BOX 89 CHASKA, MN 55318 J * 5 VENTURES 1, INC. 1450 KNOB HILL LANE EXCELSIOR, MN 55331 RUSSELL DAMLO (952- 432 -3000) RAY BRANDT (952- 432 -3000) FIRST C 1 ffi ;r._ F��11 t— t fll t— IVItit� 1 ir�1 j t tt t__l--v .�_ 1 v It-it N88048'20 "W 659.53 'I PROPOSED BUILDING SETBACKS FRONT HOUSE 51DE GARAGE SIDE REAR LOT LINE WETLAND BUFFER 4 2\ 5 -7 001 5�i *CANTILEVERS / EVE5 MAY ENCROACH IN TO FRONT, 51DE AND REAR SETBACKS BY UP TO 2 FEET, HOWEVER THEY MAY NOT ENCRAOCH INTO AN EASEMENT. SCALE IN FEET PREPARED FOR: J & S VENTURES 1450 KNOB HILL LANE EXCELSIOR, MN 55331 DESIGNED CHECKED cso DRAWN DATE CSO 4/18/13 SCALE 1"=50' JOB NO. 15148.00 CHANHASSEN : SHEET REV. PRELIMARY PLA T / P. U. D. PRESERVE AT RICE LAKE 2 OF MINNESOTA _ I HEREBY CERTIFY THAT THIS PLAN WAS CONSULTING ENGINEERS, PREPARED BY ME OR UNDER MY DIRECT ROMPLANNERS and LAND SURVEYORS - SUPERVISION AND THAT i AM A DULY C _ LICENSED LAND UNDER N G I N E E R 1 N G LAWS STATE INNESTHE OFI�ATEt' 1 �OMt't�NY, INC. RUSSELL P. DAMLO DATE — t ? REG. N0. 19086 l 1000 EAST 146th STREET, BURNSVILLE, MINNESOTA 55337 PH (952)432 -3000 PREPARED FOR: J & S VENTURES 1450 KNOB HILL LANE EXCELSIOR, MN 55331 DESIGNED CHECKED cso DRAWN DATE CSO 4/18/13 SCALE 1"=50' JOB NO. 15148.00 CHANHASSEN : SHEET REV. PRELIMARY PLA T / P. U. D. PRESERVE AT RICE LAKE 2 OF MINNESOTA F 86TH STREET I WEST INV ti / ff o f i CD �J ! OUTLOT A CB -8 T =897.0 1 =692.26 1 =892.48 OUTLOT B PMD WRET � DM . M [W FWARED WRING FlNAL OESG� 201=7 WULAND 6 FES INV 1 =887.9 � 5 � 1 5,999 SF WETLAND } IMPACT CB -7 k T= 901.69 l / \ 1= 887.69 a 4G �'" � 2 FPEt? . • 37' -12 4RC T =897.01 01.06% x = 893.01, i ' Q a 1 2 FES INV`s 1= 892.00 WAiE MAtN I �,�,•"�� Xg1tNG iG ONNEGT i0 EX. 1 4 2° VIM I I HEREBY CERTIFY THAT THIS PLAN WAS IlOECONSULTING ENGINEERS, °= PREPARED BY ME OR UNDER MY DIRECT R PLANNERS and LAND SURVEYORS SUPERVISION AND THAT I AM A DULY ENGINEERING LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS WS S OF ST OF MINNESOTA COMPRNY, INC. rp (may DA 19 � REG. NO. 0 1000 EAST 146th STREET, BURNSVILLE, MINNESOTA 55337 PH (952)432 -3000 aaa,a T =8812 v4py 1= 879.4± (FIELD VERIFY) 7 0 \ .o 6, DEVELOPER TO WORK OUT EASEMENT AGREEMENT WITH ADJACENT PROPERTY OWNER FOR SANITARY SEWER - " < CONNECTION. .8 OUTLO A T =889.0 I =881.0 STMH -1 \ T =900.00 _ _ - _ 1= 894.84 (SW) BLOC 1 1= 894.74 {SE} o 8 9 10 II 893.9 00.50% 0' CITY D AIL 3109 T =898.0 - � ` INV. 8 .75 (t5' RCP 6 1 =884.9 f } - \ INV. 8 4.00 (12' RCP pa O pQ T =904.7 H -3 1 =886.1 4 T= 903.31 n 9 1= 895.97 (SW) 1 2 T =90 T- 690250 2.7 oc 1= 895.87 (NE) o t 1=887.9 Y 1= 896.17 (NE) 1= 896.77 (SE) 2 \ } STMH -5 T= 902.47 .0 / 400 SF ! 1= 896.65 (SW) O CB -4A t VVETLAND G ^� 1= 896.55 (NE) a0� 1= 897.70 \ \ IMPACT \ \ 3 \ ----------- _ CB-6 LOCK 2 1=897.36 (NW) \eG0�` 1= 896.97 (NE) 1 FE \ / / - - - _ - \. �Vo 4 \ T =902 7 \ ` 1 =669.0 it� i tYt t '[ t;_� •' J & S VENTURES 1450 KNOB HILL LANE EXCELSIOR, MN 55331 DESIGNED CHECKED DRAWN DATE PRM 4 -18 -13 SCALE 1"=50' JOB NO. 15148.00 CHANHASSEN, i SHEET iREV. PRESERVE AT RICE CREEK PRELIMINARY UTILITY PLAN 3 w nF MINNESOTA v4py FES INV 1= 894.00 7 N V T =904.2 OUTLO A 1 =886.7 CB -2 0 T= 904.28 1= 895.30 (SW) 20' -15" RCP 0 0% T =903.5 gg, 1 =887.2 ap_& ~� 8 "D« J 1= 895.20 (NE) - -� FES INV. 891.7 ' POND mL II 893.9 00.50% 0' CITY D AIL 3109 T =898.0 - � ` INV. 8 .75 (t5' RCP 6 1 =884.9 f } - \ INV. 8 4.00 (12' RCP pa O pQ T =904.7 H -3 1 =886.1 4 T= 903.31 n 9 1= 895.97 (SW) 1 2 T =90 T- 690250 2.7 oc 1= 895.87 (NE) o t 1=887.9 Y 1= 896.17 (NE) 1= 896.77 (SE) 2 \ } STMH -5 T= 902.47 .0 / 400 SF ! 1= 896.65 (SW) O CB -4A t VVETLAND G ^� 1= 896.55 (NE) a0� 1= 897.70 \ \ IMPACT \ \ 3 \ ----------- _ CB-6 LOCK 2 1=897.36 (NW) \eG0�` 1= 896.97 (NE) 1 FE \ / / - - - _ - \. �Vo 4 \ T =902 7 \ ` 1 =669.0 it� i tYt t '[ t;_� •' J & S VENTURES 1450 KNOB HILL LANE EXCELSIOR, MN 55331 DESIGNED CHECKED DRAWN DATE PRM 4 -18 -13 SCALE 1"=50' JOB NO. 15148.00 CHANHASSEN, i SHEET iREV. PRESERVE AT RICE CREEK PRELIMINARY UTILITY PLAN 3 w nF MINNESOTA PROPOSED BUILDING SETBACKS LEGEND �o 6 °j FRONT 25 FEET 1S�OOF o DENOTES EXISTING CHAIN LINK FENCE �o Asmz I HOUSE SIDE 10 FEET DENOTES EXISTING SOUND WALL ASHD LI4" /� ��� CO ' GARAGE SIDE 5 FEET 10:1 SLOPE DENOTES EXISTING TREE LINE ®SAN MH ®sAH ro m REAR LOT LINE 30 FEET WETLAND BUFFER 30 FEET 37S� 10' OpF - - - - DENOTES EXISTING EDGE OF WET LAND - +�OAKJ6° j (p *CANTILEVERS / EVES MAY ENCROACH IN TO �AV4. _ V % M +OAK24^ FRONT, SIDE AND REAR SETBACKS BY UP TO 2 FEET, BOTTOM W"" DENOTES EXISTING HYDRANT +A5 12" HOWEVER THEY MAY NOT ENCRAOCH INTO AN EASEMENT. "- °`s"''° AGV DENOTES EXISTING GATE VALUE DENOTES DENOTES -� }A5H(�° � * *ACCESSORY STRUCTURE SETBACKS (PATIO, GAZEBO, DECK, ETC.) EI -874.4 \ 010 + "1 1 OAK24" MUST BE A MINIMUM OF 15 FEET FROM A WETLAND BUFFER OR REAR POND © DENOTES EXISTING SANITARY MANHOLE ® 5AN MH \ \ \ +CIA& LOT LINE (WHICHEVER IS MOST RESTRICTIVE) m }u a °\ ❑cB DENOTES EXISTING STORM SEWER CATCH BASIN x HI2° $ASnr2^ -ti `� ` \ \ \ ' } A5H 12° 1 ` ®DENOTES WETLAND IMPACT AERA A5HIG' +0VAK I5"` o gAKib" LOWEST ALLOWABLE FLOOR ELEVATION: ax3a + DA \ \ 3 FEET ABOVE HIGH WATER LEVEL ADJACENT TO PONDS OR ° OF +A5H 10° + °AK30 op KZ \ +OAK24" 1 FOOT ABOVE GROUNDWATER TOP-892.4 DENOTES WETLAND BUFFER a85.0 \ 1 #. 24" E�889.0 CB +0 6. OAK;�� It OAK26° LOWEST ALLOWABLE OPENING: sr -\ DENOTES APPROXIMALE LOCATION QF SOIL BORINGS e, =88\.8 30" +O"K30" 1 FOOT ABOVE RELEVANT E.O.F. f OB TOP-892/ PER GEOTECHNICAL EVALU \TION REPORT PREPARED / + oAK 1 z^ f I / BY BRAUN ON 1-4-12. +' �vD 13 /' AsnauADlzta° � EI=� .5 ASH f 2 / � +110, GB- '�°ASHDBLi4�i A5"TP.P7.�. c o TIGULA LANE /E 12, RC / / c��O / ASH i4° o ROCK CONSSTTRUISTION / 1 / o CB EX. A ENT E' J "- -- �/ 00 N ASH2O° ASHDBL24 ^/14' ASHDBLI O %9° to WETLAND - -� �a 17 \ _ �ASHDeu 9 H]2° ASHTRPi B" -, �. 2119 �}5 892. \ WETLAND / 897 ASH 14° \ 7 O I$ / r t 2 •12'' 231 27 22ri� �'�' \ 7 \. - A5H 16°� 9 AsH ! z^ X218 A5H10 1 + \ 216 r t 26 \\ 7� LLLL 893. aya ASHOB 78° LLL LLLL 897.0 g \ s ° S #a i OUTLOT A LLL LLLL g�.o 693.8 Q i� 129 /� ��41 , LLL / 1 `}- �. 891.3 m 6'7 Sao /� .�/ L L LLLLLL �` }' FBWO i i� ( 892 --1 / LL ���L /` \\ / s5 / / o / LLL LLLLL O1tj� 0 V 906.0 8 9Q�w0 ! �cPS9 V& =8 WET ND +214 LLL LLL 4f ,,,,[[II�� 6 Q 9 S ��}' '9.9 :3 � NWL -894. +I c ! .�. r - 1 ,. /� 0 / }209 212 _LL /� `7f• \ 90 - -. -. -� / 907.a V \ .'�i BTM -886.0 / 1 to lase 111 g ( �f �o O J �9 213 LLLtL, / ! .5 904: 9°4.7 �9� �j„ ) '� FES �a , I WETLAND / f #zio L� LLLLLLLLLL / C� ` QhD 9 .5 tNV. 93.9 // 196, }11 , / }208 L LLL L O \ 1 90 9° 90 .i 7.6 NV SOOYR HWL m 890.8 / \ 12 ..' o I L LLL y -'(ALL �' e 99g 1 O { 2 �3 1 TOP OF ICE ELEV. = 888.0 / L LLL L` // Q'� �ny O \ 05. 7Y� 3x0p13+ s 7 906.9 �3 p (� \ 2 i 1 13 \ / +207 g LLL L \ �(j.� \ / ST -3 ��8g 904.9 05.3 - ST 5 9 c49 ® t � ✓ { o 73 ^ }205 / LLLL LL /" \ �/V O / 9 > V i 8g 18 2 / / LLLL LL . ` Oh O 4.5 .:.:.. �O .x.193 �°�^ � � 5 01" ES- ye.,;.. "` 904.Y x905.2 / 192 O / F ! LLL ^?-� .4' / h -\ %Co g2�� 4 1 LLL LLL LL / 9° g0�` O �(� , 186 4� 1 }2 2 y 1 L LLL // 4j i , 905. Im 61 \ 87 . / , \ ^ � LL LL \ �� / �tj•.� !'- � 906.0 � \ m 100YR �WL = 896.5 ��m�• � , � �,�' ` \\ 02 �o. ,` fly• ����, � --� OUTL�OT A WETLAND \ 1 =888.4 1 ° qi cb O o `90 / 2 91 j 04.5 q / / sT- \ / +190/ /Jf g�O 8 / WETLAND \ 302 - 9- / TLA $FBWO h 90.4- t 2 1 \ 06 -9 8' FBWO 9, O 4 910� g 152+ 0 7 } 1 a + 153 ST -2 O LO1g O 10 --- e�A - / \ _ 90p` / NQc7 00 -2. / f // // / <g0-- ti m 9 00 / // f \ ggk . � TM 8 m .., ,�07§-j ,. �. ,c.... � j / / / / /// / /l // j/ / / / / / / /// /// /' ,.-9 \ A- i -902 // 900 > 894 f /// / /%/ // %"7�' // /. `902- SOUpipt - 904 i9y$T \N_ - 160 cs / - 9 9 1 0 gO ' _ - �_ 912 -- _---- 9 \'j\ _ 91 g - I ----� �-- i�� -_ g t 6 (y's i' ` -f ' -906- r N ®• DENOTES GROUND ELEVATION w Gv - -�. iN DENOTES LOWEST ALLOWABLE - - P[tOP� - _ FLOOR ELEVATION DENOTES LOT NUMBER- DENOTES HOUSE TYPE - - - �RUt\1K DENOTES GARAGE SCALE IN FEET J L 14' TO BACK TO STATION 6+40± PL 26 CL 25' PL 955' to Bock '155' to eock Weov Cameo to be 1/2' Above Edge ar Gutter 4�e 3y t' 10R V ttl¢ d Tapso 1, SeN I 1 /2- -MNOOT 2350 LV 350308 & M.kh or Soda. 0 1, a. Tack Coot - 2357 $afmWniaWO 2' -MNDOT 2350 LVP1VI350.TO8 Garotte CurC - -- 12' -Goss 5 Aggregate Ba3e. 100R CrueneO 24' MNDOT 3149.28 Select GroRWar Berzon ( "Sec Note 7) ND c L Je.em m ftlO,t Way Rege;rod - 60'. 2 MWI,.rm teeet grade 7.OR 3 MIT Te, Sheet rode dis 9 4. 2 G , son geoid m dawted meths. 5 2 Rolls sod etll cvrb. a 6. The dtuminw wernn9 tf shat! be gaceC the next crostruction n Tee At t pmeement at the ball Al be bare ] A the rdl of Me A 6EY I epecte'. snail be "' the ed he the eerier ,e the presence o(a sty i e b.or. ire they nos the wThOnty to r¢guue atldldenelhell de co Oce, based id Ns last rdl. a. Hetcese shall Ce gaccC Ncng both sides of roadway. See pmtr 5232 [or detoas. �� TYPICAL RESIDENTIAL STREET SECTION EWNEERING DEPARTMENT wAre 5200 vARMIEL RANT VALVE eox 6 s' t-i- "VARIES 5-6' (SEE PLANS) I i 1 /4" PER Fr. ASE TO ROADWAY cuaa I 4 CLASS 5 BASE 2 1 25 Ms, CONCRETE SEE NOTES I & 3 NOTES, T TYPICAL 6' THIG CONCRETE 91 2 USE 8- THICK FOR COMMERICAL DRIVEWAY CROSSING. 3, JOINT SPACING AT 5 INTERVALS. EVANSTON JOINT SPACING AT 100' INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE. WIF CONCRETE SIDEWALK ,6 ENGINEERING DEPARTMENT ecac Re- 5214 FliE 1.)L« vAMARE Ip (o Im MINIMUM 11 12' I VARIES to' I TOWARD ET. SLOPE i TOWARD ROADWAY SLOP GURH I ----- i0P5o!L TYPICAL I 3 "MNDOT 2350 LVM£450303 6' CLASS 5 BASE GOOK CRUSHED) COMPACTED SUBGRADE PER SOIL ENGINEER NOTES. t 5NWIll S O Fl ER i 8E H SOD AND RESTORED YA1H 3' @TOPSOIL AND RE- VEGETATED WI1H 50 D OR SEED / MULCH. 2 THE U W CONTRACTOR OR DEVELOPER SHALL SUPPLY A 2 YEAR OS MAINTENANCE BONA UPON CITY ACCEPTANCE, 3, THIS BE I SPECIFICATIONS ARE MSBNG N REQUIREMENTS. OD ITONSI DESIGN MAY IN REQUIRED DEFENDING ON W50NG SUB-GRADE ITA E SOILS, N 4. MATERIAL, WS TRAILS MAY NOT G CONSTRUCTED ON UNSUITABLE SOILS, NO WASTE MATERIN., BLACK DIRT, OR ORGANIC $qt$ pLLOWEO. BITUMINOUS TRAIL Terse« 1 -w feE ENGINEERING DEPARTMENT npre w: 5216 ItWE« e s I MM. TONCM STEEL 1. s 11 Me .. sltFl M6I _.. AY a rr. Max. mA n, a n. 'AI, mAaxc !¢wp, amt rADalc `, ramrvc .NAM1 Zq¢ IU w M�O e£ CNA bj a3 SILT FENCE. MACHINE SUCEDQ2'J SILT FENCE, HEAVY DHI ' 0 5 R Me, I£NCM S,E£t .1' MG`FN0.E FAPe AT 61 MA% ROCNG ]6" WpE $TAP(E$ V. AN«mA. u m WITH Tumm nArvau sx de fiON eeT'_l 5 To BE RACED oOACT, N 3(YE�GaAGE IENCm TO A BYGM ro SILT FENCE, PREASSEMBLEO , 2 NpµtASRE ROPE s¢scame a1. tOSTTN IFSS TNM' 2x IW TEST 2 -S.S 15 H., 5 -TOR Ne R£T ADDS I o - za x 7s rte, r iFNC£ GG kIm0I UY... MAN. z GMA,Ea 11. 2GR Is TEST secs. asa] s ]aa2 LOCATION OF SILT FENCE pi e axe kw F- s+xt Flo. FOR SEDIMENT CONTROL z M � Co-rtw,ly A,w. , A nGPE 51LT HYLE N£PR Tm G£ v; 6 - N E W,9GE W censmucn. uMTs LOCATION OF SILT FENCE rpa PERFMITER CCNTRa (My SILT FENCE ENGINEERNG DEPARTMENT F7;77 5300 9- "e"", G, wrig'le � i /2'r Top e:vTnoes Noip;ol slope 34 er It 8 • � Jam MnO0i.8618 Genuses Cueb aW Gu[ler 172 3 o Io Top BIFUmIGWS Motariol ape 3 4 Per - MnWi e612 ,: Concrete Curt one Gutter n 14 WILL Willow se only -in edi [ Driveways, PolAing Lats, Medivns 28'R 21 WILL 12•R 16 68 -R -Top E WA incus Matere) 214 3 TAG COND DISH SPECIES COMMON NAME SAVE / REMOVE NOTES 138 6 19 COTT Cottonwood REMOVE t/2 •1 -i7 174 3 15 BOX Boxelder lf2' to /2 Soet'aI. OuI Gmcrete Curb and Guttu 28' 10 ELMS Siberian Elm a- a- l 6"r Beam s s rte B; tam;,oea Gart 6' Shoe PortneG IT- 09 0Q TYPICAL CURB - AND GUTTER ENGNEERING OEPABITMENr PBRE en, 5203 w�ato SAVE SEDIMENT & EROSION CONTROL NOTES! SWPPP t: All exposed soil areas, including temporary stockpiles, must be stabilized as soon as possible but in no case later than 14 days after construction activity in that portion of the site has temporarily or permanently ceased. Stabilize with temporary seed and straw mulch applied at 2 tons per acres. 2. Slit fence shall be installed and at the locations shown on the plan. 3. A rock construction entrance shall be installed and maintained at the location shown on the plan. 4. When the site has been completely constructed, the site must undergo final stabilization. Final stabilization is achieved when temporary erosion protection and down gradient perimeter control has been completed and a homeowner Fact Sheet is distributed to the homeowner. 5. Upon final stabilization, the permitee shall submit a Notice of Termination to the MPCA within 30 days after final stabilization is complete. 6. Contractor or Permitee shall provide and maintain inlet protection on all storm drain inlets that will receive sedimentd laden flow as a result of construction. Inlet protection and maintenance shall remain in lace until all sources with potential P P Po for discharge into the inlet have been stabilized. inlet protection may be removed from a particular inlet if a specific safety concern (such as flooding) has been identified. The pernitee must receive written correspondence from the City of Chanhassen verifying the need for removal. Permitee shall conduct a visual inspection to determine which inlets need protection. 7. Permitee shall conduct site inspections weekly or within 24 hours after a rainfall event greater than 0.5 inches in 24 hours. Following an inspection which occurrs within 24 hours of said 0.5 inch rainfall event, the next inspection must be conducted within 7 days after that Ail inspections and maintenance conducted during construction shall be recorded in writting and kept on site. &. A copy of this SWPPP and the inspection log shall be kept on site at all times. 9. If down gradient sediment practices are overloaded, additional up gradient erosion control practices will be installed to reduce loading. PROP05ED BUILDING SETBACKS FRONT 25 FEET HOUSE 51DE 10 FEET GARAGE 51DE 5 FEET REAR LOT LINE 30 FEET WETLAND BUFFER 30 FEET 'CANTILEVERS / EVE5 MAY ENCROACH IN TO FRONT, 51DE AND REAR SETBACKS BY UP TO 2 FEET, HOWEVER THEY MAY NOT ENCRAOCH INTO AN EASEMENT. * *ACCE550KY STRUCTURE 5ETBACK5 (PATIO, GAZEBO, DECK, ETC.) MU5T BE A MINIMUM OF 15 FEET FROM A WETLAND BUFFER OR REAR LOT LiNE (WHICHEVER i5 MOST RE5TRICTIVE) I HEI ROBE CONSULTING ENGINEERS, `1 PRI PLANNERS and LAND SURVEYORS ENGINEERING G INC. l 1000 EAST 146th STREET, BURNSVIL.LE, MINNESOTA 55337 PH (952)432 -3000 damaged damaged - ollsite dislike damaged - oftsite 211 4 21 WILL Willow SAVE 212 137 4 14 WILL Willow REMOVE 5 21 WILL Willow SAVE 214 3 TAG COND DISH SPECIES COMMON NAME SAVE / REMOVE NOTES 138 6 19 COTT Cottonwood REMOVE 10 BOX 174 3 15 BOX Boxelder SAVE 101 6 10 ELMS Siberian Elm SAVE Boxelder 139 4 14 COTT Cottonwood REMOVE - 175 2 11 BOX Boxelder SAVE 102 6 13 OAKS Bur Oak SAVE near property line 140 2 19 WILL Will" REMOVE damaged 3 -stem 176 4 12 BOX Boxeider SAVE 103 6 20 OAKS Bur Oak SAVE offsite 141 2 10 BOX Boxeider REMOVE Cottonwood 177 5 12 ASHG Green Ash SAVE SAVE 228 5 37 COTT Cottonwood SAVE 142 3 20 WILL Willow REMOVE 230 6 23 COTT Cottonwood SAVE 231 104 6 18 BLCH Black Cherry SAVE 143 4 20 WILL Willow REMOVE 178 5 14 BLCH Black Cherry rrY SAVE 105 6 16 OAKS Bur Oak SAVE 144 7 34 COTT Cottonwood REMOVE 179 5 17 ASHG Green Ash SAVE 106 2 23 OAKS Bur Oak SAVE badly damaged 145 5 14 BOX Boxelder REMOVE 180 6 11 BLCH Black Cherry SAVE 107 3 13 BOX Boxelder SAVE near property line 146 6 11 BOX Boxelder REMOVE 181 5 11 ASHG Green Ash SAVE 108 3 15 BLCH Black Cherry SAVE near property line 147 4 12 COTT Cottonwood REMOVE 182 5 13 ELMS Siberian Elm SAVE 109 5 16 ELMS Siberian Elm SAVE ottsite 148 2 11 BOX Boxelder REMOVE 183 6 10 ASHG Green Ash SAVE 110 4 10 ELMS Siberian Elm SAVE oftsite 149 3 19 ELMS Siberian Elm SAVE 184 6 11 ASHG Green Ash SAVE 111 5 12 ELMS Siberian Elm SAVE 150 5 12 BOX Boxelder SAVE 185 5 16 ASHG Green Ash SAVE 112 4 11 ELMS Siberian Elm SAVE 151 4 21 WILL Willow SAVE 186 4 13 ASHG Green Ash SAVE 113 6 15 OAKS Bur Oak SAVE 152 4 28 WILL Willow SAVE 187 5 11 ASHG Green Ash SAVE 114 6 18 COTT Cottonwood REMOVE 153 4 20 WILL Willow SAVE 188 4 11 ASHG Green Ash SAVE 154 5 11 WILL Willow SAVE 115 5 10 ELMS Siberian Elm SAVE 155 6 15 COTT Cottonwood SAVE 189 8 13 ASHG Green Ash SAVE 116 5 15 COTT Cottonwood REMOVE 156 6 15 ASHG Green Ash REMOVE 190 1 10 BOX Boxelder SAVE 117 7 22 COTT Cottonwood REMOVE 157 4 16 ASHG Green Ash REMOVE 191 3 19 BOX Boxelder SAVE 118 5 12 ASP Aspen REMOVE 158 7 11 ERCD Eastern Red Cedar REMOVE 192 6 12 ASHG Green Ash SAVE 119 6 11 ASP Aspen REMOVE 159 7 11 BOX Boxelder SAVE ofTsite 193 4 15 ASHG Green Ash SAVE 120 7 20 COTT Cottonwood REMOVE 160 5 18 BLCH Black Cherry SAVE offsite 194 4 25 BOX Boxelder REMOVE 121 6 12 ASHG Green Ash REMOVE 161 5 11 BOX Boxelder SAVE 195 3 14 ASHG Green Ash REMOVE 122 6 10 ASHG Green Ash REMOVE 162 4 12 BOX Boxelder SAVE 196 5 16 ASHG Green Ash REMOVE 123 6 20 COTT Cottonwood SAVE 163 4 10 BLCH Black Cherry REMOVE 197 2 22 BOX Boxelder REMOVE 124 3 16 ELMS Siberian Elm SAVE 164 4 12 BOX Boxelder REMOVE 198 4 16 BOX Boxelder SAVE 165 5 22 APPL Apple REMOVE 125 6 17 COTT Cottonwood SAVE 166 2 40 BOX Boxelder REMOVE damaged 199 2 16 BOX Boxelder SAVE 126 3 19 ELMS Siberian Elm SAVE 167 3 13 BOX Boxelder REMOVE 200 3 30 BOX Boxelder SAVE 127 4 10 ELMS Siberian Elm SAVE 168 4 12 BOX Boxelder REMOVE 201 3 26 BOX Boxelder SAVE 128 4 10 BOX Boxeider SAVE 169 6 11 BLCH Black Cherry REMOVE 202 5 10 BOX Boxelder SAVE 129 5 10 BOX Boxelder SAVE. 170 2 15 BOX Boxelder REMOVE damaged 203 5 10 BOX Boxelder SAVE 130 3 15 ELMS Siberian Elm REMOVE 171 4 13 BOX Boxelder REMOVE 204 5 27 ELMS Siberian Elm SAVE 131 5 20 COTT Cottonwood REMOVE 172 5 11 ELMS Siberian Elm SAVE 205 5 23 WILL Willow SAVE 132 5 22 COTT Cottonwood REMOVE 173 3 18 BOX Baxelier SAVE 206 4 14 BOX Boxelder SAVE 133 6 19 COTT Cottonwood REMOVE 207 3 37 WILL Willow SAVE 134 4 10 BOX Boxelder REMOVE 208 5 10 BOX Boxelder SAVE 135 3 15 ELMS Siberian Elm REMOVE 209 5 11 BOX Boxelder SAVE 136 6 20 COTT Cottonwood REMOVE 210 4 17 BOX Boxelder SAVE I HEI ROBE CONSULTING ENGINEERS, `1 PRI PLANNERS and LAND SURVEYORS ENGINEERING G INC. l 1000 EAST 146th STREET, BURNSVIL.LE, MINNESOTA 55337 PH (952)432 -3000 damaged damaged - ollsite dislike damaged - oftsite 211 4 21 WILL Willow SAVE 212 4 35 WILL Willow SAVE 213 5 21 WILL Willow SAVE 214 3 42 WILL Willow SAVE 215 3 13 ASHG Green Ash SAVE 216 5 10 BOX Boxelder SAVE 217 6 21 ELMA Siberian Elm SAVE 218 5 10 BOX Boxelder SAVE 219 4 30 WILL Willow SAVE 220 5 16 WILL Willow SAVE 221 5 10 WILL Willow SAVE 222 5 10 BOX Boxelder SAVE 223 6 21 COTT Cottonwood SAVE 224 5 10 BOX Boxelder SAVE 225 5 39 COTT Cottonwood .SAVE 226 5 16 COTT Cottonwood SAVE 227 5 34 COTT Cottonwood SAVE 228 5 37 COTT Cottonwood SAVE 229 6 10 MARD Red Maple SAVE 230 6 23 COTT Cottonwood SAVE 231 6 10 ELMS Siberian Elm SAVE Preliminary Construction Schedule (Estimated) Sift Fence installation & inspection - June 2013 Site Grading - June 2013 to July 2013 Site Utilities & Street Construction - July 2013 to September 2013 Home Construction - October 2013 to unknown Seeding & mulching to occurr after Site Grading and on disturbed areas after Utilities & Street Construction" NOTES: 1. GREEN AREAS DISTURBED DURING CONSTRUCTION & PONDING AREAS ABOVE NWL TO RECEIVE TOPSOIL, SEED, AND MULCH WITHIN 2 WEEKS OF GRADING COMPLETION 2. UPON COMPLETION OF SITE GRADING, TOPSOIL SHALL BE SPREAD ON ALL DISTURBED AREAS OF SITE EXCLUDING ROADWAYS ACCORDING TO THE MPCA'S PROTECTING WATER QUALM IN URBAN AREAS, BEST MANAGEMENT PRACTICES FOR MINNESOTA 3. ANY AREA WHiCH HAS BEEN DISTURBED BUT WILL BE LEFT IDLE FOR MORE THAN 21 CALENDAR DAYS SHOULD BE STABILIZED 4. Silt Fence shall be placed as shown on this plan and at other locations as directed by the engineer and shall be in place and inspected by the City of Chanhassen prior to any construction / excavation. Silt Fence shall be maintained until viable turf or ground cover has been established. Payment for Silt Fence shall be on a per linear foot basis and shall include the installation, removal and offsite disposal thereof at the direction of the Engineer. Additional erosion control such as temporary ponding, dikes, etc, may be required during construction by the City of Chanhassen, and the Contractor shall install or construct these measures incidental to the grading. 5. Soil stockpiles shall be stabilized and protected with sediment trapping measures to prevent soil loss. These measures shall be incidental to the grading. 6. All construction shall conform to local and state rules. 7. The Contractor is to contact Gopher State One Call at 651 - 454 -0002 prior to any excavation. 8. Refer to the final plat for current horizontal site dimensions, layout and lot and block numbers.. 9. 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 equired to insure proper drainage during construction. Low points in roadways must be provided with positive outflow. All runoff shall be treated before being discharged to waters of the state or off- site and any areas of channelized flow shall incorporate adquate velocity controls & energy dissipation devices. 10. All streets disturbed during working hours must be cleaned at the end of each working day. A rock construction entrance to the site must be provided and maintained by the contractor. 11. All graded areas, temporary and final to be seeded with Low Grow Fescue Mix. Seeding, mulching and fertilizing shall occur within 48 hours of temporary and final grading. Contractor shall maintain seeding and mulching until satisfactory turf establishment. 12. Wire backed silt fence is required at wetland margins. 13. Contractor must re- vegetate the site within 48 hours of rough and final grading. 14. All 3:1 slopes must be seeded and stabilized with fiberblanket or if sodding, offsite the sod must be staked. 15. The Contractor must stabilize all exposed soil areas within 200 feet of a water of the state or any storm water conveyance system which is connected to a water of the state must be stabilized within 1 day (stepper than 3:1 slopes),14 days (10:1 to 3:1 slopes), or 21 days (flatter than 10:1). 16. Sufficient Topsoil Shall be Stockpiled to Allow for the Replacement of a Minimum of 4" Topsoil for Disturbed Areas to be Re- vegetated. 17. All disturbed soils in areas to designated wetland buffer shall be seeded with a native seed mix. (To be determined with final plans) NOTES: GRADING, DRAINAGE, AND EROSION CONTROL PLAN 1. NO EATHWORK ACTIVITIES MAY COMMENCE UNTIL EROSION CONTROLS ARE INSPECTED AND APPROVED BY THE CITY. CONTRACTOR MUST CONTACT THE CITY OF CHANHASSEN ONCE EROSION CONTROLS ARE INSTALLED PER THE APPROVED PLAN. K 0 m 86TH r r J _ f � 12.00 4 PROPOSED m H1202.00 SE N GARAGE _ 8 87.00 m GARAGE CURB 28.00 Porccn 30.00 CENTERLINE PRAIRIEWOOD III r � - FITS ON LOTS: FITS ON LOTS: BLOCK 1, LOTS 4,5,6,7,8,9,10,11 BLOCK 1, LOTS 1,2,4,6,7,8,9,10,11,12 BLOCK 2, LOTS 1,2,3,4 BLOCK 2, LOTS 1,3,4 1 -- -1 r= - l r r r r J _ f � 7,6=96 SF WETLAND 00PAC T i / al gym. OUTLOT A ` 281,352 5F I� k / 5,999 SF WETLAND : IMPACT 1 10,510 SF 10,07G 5F OUTLOT B; ti o 48,043 5F wgTt vef R STREW WW AREA 2a FT w�D`� • POND 72,527 5F SCALE IN FEET VICINITY MAP SUBDIVISION DATA SUMMARY TOTAL AREA: 13.2 ACRES TOTAL LOT AREA: 4 ACRES TOTAL NUMBER OF LOTS: I G NET DENSITY: 4.00 LOT5 PER ACRE SETBACKS PROP05ED BUILDING 5ETBACK5 FRONT 25 FEET HOU5E 51DE 10 FEET GARAGE 51DE 5 FEET REAR LOT LINE 30 FEET WETLAND BUFFER 30 FEET 'CANTILEVERS / EVE5 MAY ENCROACH IN TO FRONT, SIDE AND REAR SETBACKS BY UP TO 2 FEET, HOWEVER THEY MAY NOT ENCRAOCH INTO AN EASEMENT. "ACCESSORY STRUCTURE SETBACKS (PATIO, GAZEBO, DECK, ETC.) MUST BE A MINIMUM OF 15 FEET FROM A WETLAND BUFFER OR REAR LOT LINE (WHICHEVER 15 MOST RESTRICTIVE) AMC — DENOTE5 EDGE OF WETLAND DENOTES WETLAND BUFFER ff 1000 EAST 146th STREET, BURNSVILLE, MINNESOTA 55337 PH (952)432 -3000 10,096 5F oK 4 1 0,004 SF i '!1 t_11Itt Y 1 41 5F r z\ 1 18,303 5F LEGEND NO SCALE 10 10,212 5f 400 SF 'IND 1 �11� ✓r _ i__ili��,r _ itV iflt 1L 1� /Ill POND ' OUTLO A 251,3525 1 \ 12 10,089 5F J / N \ >b WETLAND IMPACT PROPOSED HOUSE HOUSE MODELS NOT TO SCALE HOUSE .• 28.00 L = - 30.00 BLOCK NUMBER LOT NUMBER TEALWOOD PRESERVE i FITS ON LOTS: FITS ON LOTS: BLOCK 1, LOTS 4,5,6,7,8,9,10,11,12 BLOCK 1, LOTS 4,5,6,7,8,9,10,11,12 BLOCK 2, LOTS 1,2,3,4 BLOCK 2, LOTS 1,2,3,4 LOT AREA 50.00 PROPOSED ROR ll °. 12.00 4 PROPOSED m H1202.00 SE N GARAGE _ 8 87.00 m GARAGE CURB 28.00 Porccn 30.00 CENTERLINE PRAIRIEWOOD III r � - FITS ON LOTS: FITS ON LOTS: BLOCK 1, LOTS 4,5,6,7,8,9,10,11 BLOCK 1, LOTS 1,2,4,6,7,8,9,10,11,12 BLOCK 2, LOTS 1,2,3,4 BLOCK 2, LOTS 1,3,4 l r 7,6=96 SF WETLAND 00PAC T i / al gym. OUTLOT A ` 281,352 5F I� k / 5,999 SF WETLAND : IMPACT 1 10,510 SF 10,07G 5F OUTLOT B; ti o 48,043 5F wgTt vef R STREW WW AREA 2a FT w�D`� • POND 72,527 5F SCALE IN FEET VICINITY MAP SUBDIVISION DATA SUMMARY TOTAL AREA: 13.2 ACRES TOTAL LOT AREA: 4 ACRES TOTAL NUMBER OF LOTS: I G NET DENSITY: 4.00 LOT5 PER ACRE SETBACKS PROP05ED BUILDING 5ETBACK5 FRONT 25 FEET HOU5E 51DE 10 FEET GARAGE 51DE 5 FEET REAR LOT LINE 30 FEET WETLAND BUFFER 30 FEET 'CANTILEVERS / EVE5 MAY ENCROACH IN TO FRONT, SIDE AND REAR SETBACKS BY UP TO 2 FEET, HOWEVER THEY MAY NOT ENCRAOCH INTO AN EASEMENT. "ACCESSORY STRUCTURE SETBACKS (PATIO, GAZEBO, DECK, ETC.) MUST BE A MINIMUM OF 15 FEET FROM A WETLAND BUFFER OR REAR LOT LINE (WHICHEVER 15 MOST RESTRICTIVE) AMC — DENOTE5 EDGE OF WETLAND DENOTES WETLAND BUFFER ff 1000 EAST 146th STREET, BURNSVILLE, MINNESOTA 55337 PH (952)432 -3000 10,096 5F oK 4 1 0,004 SF i '!1 t_11Itt Y 1 41 5F r z\ 1 18,303 5F LEGEND NO SCALE 10 10,212 5f 400 SF 'IND 1 �11� ✓r _ i__ili��,r _ itV iflt 1L 1� /Ill POND ' OUTLO A 251,3525 1 \ 12 10,089 5F J / N \ >b WETLAND IMPACT PROPOSED HOUSE HOUSE MODELS NOT TO SCALE HOUSE .• 28.00 L = - 30.00 BLOCK NUMBER LOT NUMBER TEALWOOD PRESERVE i FITS ON LOTS: FITS ON LOTS: BLOCK 1, LOTS 4,5,6,7,8,9,10,11,12 BLOCK 1, LOTS 4,5,6,7,8,9,10,11,12 BLOCK 2, LOTS 1,2,3,4 BLOCK 2, LOTS 1,2,3,4 LOT AREA 50.00 PROPOSED ROR ll °. 12.00 4 PROPOSED m H1202.00 SE N GARAGE _ 8 87.00 m GARAGE CURB 28.00 Porccn 30.00 CENTERLINE PRAIRIEWOOD III DRIFTWOOD FITS ON LOTS: FITS ON LOTS: BLOCK 1, LOTS 4,5,6,7,8,9,10,11 BLOCK 1, LOTS 1,2,4,6,7,8,9,10,11,12 BLOCK 2, LOTS 1,2,3,4 BLOCK 2, LOTS 1,3,4 4.7` 3000 ° PROPOSED, GARAGEI HOUSE .Q I�.t 8.00 22.75 PRESERVE 11 FITS ON LOTS: BLOCK 1, LOT 3 BLOCK 2, LOT 1 13EACHWOOD FITS ON LOTS: BLOCK 1, LOTS 4,5,6,7,8,9,10,11,12 BLOCK 2, LOTS 1,2,3,4 J REQUIRED PLANT MATERIALS 956 linear feet of buffer along Hwy 212 (9.56) Buffer B per 100 ft. average width 20 ft, (8) 2 Overstory Trees 4 Understory & Conif. Trees 6 Shrubs Buffer plants required Buffer plants provided 15 Overstory Trees 17 Overstory Trees 31 Understory & Conif. Trees 31 Understory & Conif. Trees 46 Shrubs 46 Shrubs '.. Site area less wetlands = 413,112 S.F. Existing tree coverage = 66,600 S.F. = 16% Sites with tree coverage of less than 19% = 25% total coverage Canopy remaining - 16,820 S.F. = 4% 16% - 4% = 12% 12% x 413112 = 49,573 49,573 x 1.2 = 59,488 / 1089 = 54 Trees required = 54 Site area less wetlands = 413,112 S.F. Required tree coverage 25% = 103.278 103,278 - 66,600 = 36.678 / 1089 = 33 Trees required = 33 Trees Required: 87 Trees Provided: xx Shrubs Required: 46 Shrubs Provided: xx z 0 I j o z f/j f�5 iLtj 89 &�. I X89 I 4, 110 1 i 1 i I i. i PLANT LIST; \ QTY. KEY BOTANICAL NAME COMMON NAME SIZE/ROOT BUFFER PLANTINGS t OVERSTORY TREES 7 CH Celtis omidentalis Common Hackberry 2 -1/2' B &B 2 NWW Solis alba 'Tristia Niobe Weeping Willow 2 -1/2' B &B 1 AL Title americans American Linden 2 -1/2' B &B 5 GSL Tills cordate 'Greenspire Greenspire Linden 2 -1/2' B &B 15 Total UNDERSTORY & CONIFEROUS TREES \ 10 JTL Syringe reticulate Japanese Tree Lilac 2 -1/2' B&B 4 8HS Picea glauca densato Black Hills Spruce 6'- 8' B &B 7 AP Pinup nigre Austrian Pine 6'- 8' B&B 10 REL Relocate by spode 10 existing trees. 31 Total SHRUBS 20 CL Syringe vuigerls Common Lilac. mixed colors 5 Gal. Pot 16 AHC Vlbumum trilobum American Highbush Cranberry 5 Gat Pot 10 SGJ Juniperus chinensls 'Sea Green Hughes Juniper 5 Gal. Pot 46 Total FRONT YARD TREES 3 ABM Acer x freemanii'Jeffersred' Autumn Blaze Maple 2 -1/2' B &B 2 FFM Acer seccharum 'Batiste' Fail Fiesta Maple 2 -1/2' B &B 2 NWM Acer rubrum 'Northwood' Northwood Maple 2 -1/2' B &B 3 GSL Tula cordate 'Greenspire' Greenspire Linden 2 -1/2' B &B 6 BHS Plead glauca densota Block Hills Spruce 6'- 8' B &B 16 Total SITE PLANTINGS OVERSTORY TREES 2 RB Betuia nigro River Birch, clump form 8'- IV B &B 7 SWO Quercus bicolor Swamp White Oak 2 -112' B &B 10 AL This americana American Linden 2 -1/2' B &B 19 Total UNDERSTORY & CONIFEROUS TREES 3 AS Amelanchier x grandiflora 'Autumn B.' Autumn Brilliance Serviceberrg clump 5' B &B 3 WF Abies concolor White Fir 6'- 8' B &S 6 Total SHRUBS 10 RIG Comus sericea 'Balleyl' Red Twigged Dogwood 5 Got. Pot SEED Wetland Restoration: MnDOT 310 Upland Restoration: MnDOT 350 Erosion Cover Crop: MnDOT 150 MONUMENT t l lC\17 , I +150 N +1511 49 �4 152+ +15 OUTLO E WETLAND IOOYR HWL < 890.8 TOP OF ICE ELEV. < 888. +2G n \/ s PLANTING NOTES: Contractor shall provide one yeor guarantee of ail plant materials. The guarantee begins on the date of the Landscape Architects written acceptance of the Initial planting. Replacement plant materials shall also have a one year guarantee commencing upon planting. All plants to be northern-grown and hardy. Plants to be installed as per otandard AAN planting practices. Use minimum 12' loam planting soli on trees and 6' an shmbe. Contractor shall verify locations with all utilills. prior to installation of plant.. All landscaping, seed, and end areas shall be irrigated until established or accepted by homeowners. Staking of trees optional; reposition if not plumb after one year Wrap all smooth- barked trees - fasten top and bottom. Remove by April 1. Open top of burlap on BB materials; remove pot on potted plants; split and break sport peat pot.. Prune plants as necessary - per standard nursery practice. Owner shall be responsible for maintenance after acceptance of the work by the Owner. Plants shall be immediately planted upon arrival at site. Properly heel -in materials If necessary. All disturbed areas shall hays seed or sad unless otherwise noted. Sod to be northern grown and hardy. Planting beds for shrubs shall haw, (4 oz. min.) weed barrier fabric, 4' - 5' of double shredded dark brown hardwood mulch. Separate mulch from turf areas by 4' vertical (commercial grade) block poly edging. The edging shall be placed and staked with smooth curves. Double shredded dark brown hardwood mulon 4' deep shall be provided around all new trees. Retaining walls are not the responsibility of the Landscape Architect. Contact the Project Engineer for details, locations, materials, and specifications for oll retaining walls. Wetland buffer to be seeded with a native mixture suitable for soil conditions. Suggest MnDOT 310 Upland areas to be seeded with a native mixture suitable for sag conditions. Suggest MnDOT 350 See Grading Plan for erosion control measures. Contractor to verify that soils are suitable to sustain proper growing conditions prior to bidding. If soil omendmants or additives are necessary, they shall be Included in the bid proposal. J =219 +218 V +21G 17 J OUTLOT A +209 +214 +212 +213 +221 1 210 +208 +207 +205 + tc02�4 +172 I Ii Ises- m e.....wv.e.we swees, swans wsw wsr'.mi.. CONIFEROUS TREE PLANTING DETAIL 1 eRII slA ur Pw)PeaPYvE1F an Paw.mmnce No wt. 1 -17r s shun M.) oasis amAro to p wet - T e ti.• Nnity& "') nac wxM 10 van BLU101 nxeaxnE ante oweu snNo ns asws wu - s Pan raE rc uws ar srs®cm xASOVaw IAa1 N SVX1R-0fIW PAR .rAV NA o"U a'Qn0E N :wan awwN. anAtt ewe span; SET 12r MAU Ames TE 6flt AT NYlE - J M tNs \ \ I none T!a KiF01AlE 1EIFK0. or 111E eTAeiG Nf 9pwt a s > cwmecwrs amiss ro znW h0*oM Me: cwlnACnow 5 A®aA�t 4Te 11E YMIiMNC 11.£S N A %NB Hml'Ai llFwGXpl1 TC wM.W1EE PpLaR saAwr eonw nm soES ff xa1E nwm ro aA.rrem DECIDUOUS TREE PLANTING DETAIL _` ME �!''� NLIm / 0 m� 14 � w Jim \ri \liiijw:� se, PREPARED FOR: J & S VENTURES 1450 KNOB HILL LANE EXCELSIOR, MN 55331 Kyys ,ncaN nears or N(rAVEwd➢ wmvAE (rm.). suav eorm cos sots v xaE rmUe m NAnTen SHRUB PLANTING DETAIL WETLAND /��` F WETLAND '91E„ -902 WETLAND Ilk 7 1 11 11� 100YR HWL = 846.5 WETLAND L L / / FURI'DR7 -TRAIL - 002 �-- -908 SEE PLANS BY O14-tERS 9 2 —` � -- i905 / BRODSHO CONSULTING tawsoope AeMeeeWry Site %annkp 698 NORTHBRIDGE COURT EAGAN, MN 55123 PHONE: 651- 688 -8023 FAX: 651 - 456 -5748 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the State of Minnesota. pee BMNe REG. N0. 23849 DATE 'A5H 14' �pj`+ ?LRi O" A511D6L24y14" AOHDBL 1079" } A5H12' 5HTRF 16' ASHDBL 14 79` A5H14" + A5H12" A5HIG* p v ++A5i10' A HDBL1 2"18" R92 �J B92 / 185 l 212 . ............ ............ . .... DESIGNED CHECKED DRAWN DATE PRESER VE- AT RICE PRM 4/3/13 SCALE 1 " =50' P R E L i JOB NO. 15148.00 CHANHASSEN, MINARY LANDSCAPE PLAN OF � 7 MINNESOTA \ t I \ O� C3 \ `1 14 � w Jim \ri \liiijw:� se, PREPARED FOR: J & S VENTURES 1450 KNOB HILL LANE EXCELSIOR, MN 55331 Kyys ,ncaN nears or N(rAVEwd➢ wmvAE (rm.). suav eorm cos sots v xaE rmUe m NAnTen SHRUB PLANTING DETAIL WETLAND /��` F WETLAND '91E„ -902 WETLAND Ilk 7 1 11 11� 100YR HWL = 846.5 WETLAND L L / / FURI'DR7 -TRAIL - 002 �-- -908 SEE PLANS BY O14-tERS 9 2 —` � -- i905 / BRODSHO CONSULTING tawsoope AeMeeeWry Site %annkp 698 NORTHBRIDGE COURT EAGAN, MN 55123 PHONE: 651- 688 -8023 FAX: 651 - 456 -5748 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the State of Minnesota. pee BMNe REG. N0. 23849 DATE 'A5H 14' �pj`+ ?LRi O" A511D6L24y14" AOHDBL 1079" } A5H12' 5HTRF 16' ASHDBL 14 79` A5H14" + A5H12" A5HIG* p v ++A5i10' A HDBL1 2"18" R92 �J B92 / 185 l 212 . ............ ............ . .... DESIGNED CHECKED DRAWN DATE PRESER VE- AT RICE PRM 4/3/13 SCALE 1 " =50' P R E L i JOB NO. 15148.00 CHANHASSEN, MINARY LANDSCAPE PLAN OF � 7 MINNESOTA