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LOT LINE WATERMAIN WM — Wm-BUILDING SETBACK BOUNDARY — — — — — — — — — — — — PARCEL BOUNDARY LINE n herman(cD,sathre.com DRAINAGE AND UTILITY EASEMENTS ------ - - - - -- ------ - - - - -- CURB AND GUTTER NRH CKED BY RIGHT -0F -WAY — DRNNTILE W EANOUTS - - - - - - - - - - - -� - - -- BACKYARD CATCH BASIN o •,,, m CATCH BASIN STORM SEWER MANHOLE — ]♦ --�]� -- FLARED END SECTION WIRIP -RAP —in 40 — - - - - STORM STICTURE LABEL 0 SANITARY STUCTIRE LABEL 3 5 SANITARYSEWERMANHOLE a chFRS `vim HYDRANT NATHAN R. HERMAN, P.E. — DATEVALVE WM— wELL FROM ILLEGITIMATE USE. DRAIN FLOW /RUNOFF ARROW i/16/14 EMERGENCY OVERFLOW swALE SOIL BORING LOCATION A V sILT FENCE -- - - - - -- -- - --- -- TREE PRESERVATION FENCE - - - - - - - - BARRICI,DE ® OR � -W-W- OR Itl® SPOT ELEVATION y, Ya V MPR TBC SPOT ELEVATIONS .� UTILITY POLE Cal LIGHT POLE �( HANDICAP PARKING SPACE q P ING NAME NO. I BY DATE I REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MV DIRECT SUPERVISION AND THAT I HOPKINS, MN 55343 PHONE: (952) 476 -6000 CITY PROJECT NO. E -BENTZ toms(�homestead- oartners.com CONTACT: %WN BY NATE HERMAN n herman(cD,sathre.com SATHRE - BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS O THE STACOESOTA. o SATH RE- BERGQUIST, INC. NRH CKED BY — INDEMNIFYSATHRE- BERGQUIST, INC. RESPONSIBILITY. m CHANHASSEN o •,,, m y 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952)476 -6000 -- SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE THE RIGHT RSM __ USER USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING a chFRS `vim MINNESOTA NATHAN R. HERMAN, P.E. )ATE FROM ILLEGITIMATE USE. P`P�2 i/16/14 Date: O .S� Lie. No. 8Z NpRTN 50 25 0 25 50 1100 ❑01 SCALE IN FEET PREPARED BY PREPARED FOR SATHRE - BERGQUIST, INC. HOMESTEAD PARTNERS 150 S. BROADWAY 525 15TH AVENUE SOUTH WAYZATA, MN 55391 HOPKINS, MN 55343 PHONE: (952) 476 -6000 CONTACT: FAX: (952) 476 -0104 TOM STROHM (952)294 -2113 http:/A— sathre.com toms(�homestead- oartners.com CONTACT: NATE HERMAN n herman(cD,sathre.com ihoreland District) 5% Max Impervious lin Width - 90 ft lin Area - 15,000 sf ysb -30ft ysb - 20 ft Total - 10 ft Mir ysb -30ft roposed Zoning - RLM )utside Shoreland District 5% Max Impervious lin Width - 50 ft lin Area - 9,000 sf lin Depth - 110 ft ysb -25ft ysb - 15 ft Total - 5 ft Gar, ysb -25ft T Row - 31' B -B Streets Wetland: On -site Wetland is a Manage 2 Manage 2 Wetalnds Buffer -20ft Buffer Setback - 30 ft Bluff Creek Overlay District: Site is within the Primary Corridor of the Bluff Creek Overlay District. Setback from Corridor - 4011 Total First 20 ft - No Disturbances Second 20ft - No Structures As directed by the City of Chanhassen, the boundary for the Bluff Creek Overlay District is the edge of wetland. Corridor setbacks are taken from the wetland edge. - Lot is within Shoreland District EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. FILE NO. PRELIMINARY SITE PLAN 37865 -001 VISTAS AT BENTZ FARMS Sp HOMESTEAD PARTNERS, LLC. SP Z w m w m 1 w C3 O I1 GoLo CV _ • � (O O (.0 L_ O R COSOJ,�NEPN �c,9Sm ? DR. (Per Schedule A of the herein referenced Title Commitment) I m 1= <I z c C -;-� I n M C� Al A/C UNIT `.: BITUMINOUS Parcel 1 (Per Schedule A of Title Commitment No. HB-27384)- L_ ® cJ © CABLE TV PEDESTAL That part of the West Half of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota, described as follows: S89 °18'51 "W 464.93 I 1� Q LIJ\ \ u_ D SITE /NKER IT z CENTURY TR. °T,�F� pGN T CURVE s ❑ ALUMINUM F FENCE DJ GATE VALVE OE ELECTRIC MANHOLE <I Commencing at the west quarter corner of said Section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the west line of said Southwest Quarter, a distance of 1,213.40 feet to the point of beginning of the tract to be in CIR. Mqy N ° BANEBERRY WAY —7 described; thence continuing outh 1 degree 56 minutes 40 seconds East along said west line of the Southwest Quarter, a distance of 455.48 feet; thence South 79 degrees 32 minutes 20 seconds East a distance of 177.77 feet thence South 86 degrees � 9 9 9 � � 9 � � 9 L_ � C� OE ELECTRIC METER _J 32 minutes 20 seconds East, a distance of 100.40 feet; thence South 78 degrees 32 minutes 20 seconds East, a distance of 194.14 feet; thence South 74 degrees 32 minutes 20 seconds East, a distance of 150.00 feet; thence South 47 degrees 17 minutes �+ VIIL 8th �(L ^ 9wE SAGE LA. r O 9. <I O GAS METER x x FENCE 20 seconds East a distance of 75.43 feet thence North 82 degrees 42 minutes 40 seconds East a distance of 74.98 feet thence South 58 degrees 17 minutes 20 seconds East a distance of 84.58 feet thence South 89 degrees 17 minutes 20 seconds 9 � 9 � 9 RPORATE O / L (J 1 E w 00 C� - o < o O� LIJ 00 O > L _ U7 C3 O I1 SURVEY LEGEND DESCRIPTION OF PROPERTY SURVEYED V R COSOJ,�NEPN �c,9Sm ? DR. (Per Schedule A of the herein referenced Title Commitment) I GS R. C -;-� I � CAST IRON MONUMENT Al A/C UNIT `.: BITUMINOUS Parcel 1 (Per Schedule A of Title Commitment No. HB-27384)- F n n r- n F­\ n )� (S88 003'20 "W) L_ --D I I V I L _ \ L_/ V v ® CATCH BASIN © CABLE TV PEDESTAL That part of the West Half of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota, described as follows: S89 °18'51 "W 464.93 I 1� Q FLARED END SECTION [E] ELECTRIC TRANSFORMER CONCRETE CURB D SITE /NKER IT z CENTURY TR. °T,�F� pGN T CURVE s ❑ ALUMINUM F FENCE DJ GATE VALVE OE ELECTRIC MANHOLE a CONCRETE Commencing at the west quarter corner of said Section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the west line of said Southwest Quarter, a distance of 1,213.40 feet to the point of beginning of the tract to be El ❑� FND IP 20261 CIR. Mqy N ° BANEBERRY WAY described; thence continuing outh 1 degree 56 minutes 40 seconds East along said west line of the Southwest Quarter, a distance of 455.48 feet; thence South 79 degrees 32 minutes 20 seconds East a distance of 177.77 feet thence South 86 degrees � 9 9 9 � � 9 � � 9 _ _ FND IP I/2" OPEN FND IP 20261 2.3 � HYDRANT OE ELECTRIC METER EECa ELECTRIC UNDERGROUND 32 minutes 20 seconds East, a distance of 100.40 feet; thence South 78 degrees 32 minutes 20 seconds East, a distance of 194.14 feet; thence South 74 degrees 32 minutes 20 seconds East, a distance of 150.00 feet; thence South 47 degrees 17 minutes �+ VIIL 8th �(L ^ 9wE SAGE LA. r O 9. O GAS METER x x FENCE 20 seconds East a distance of 75.43 feet thence North 82 degrees 42 minutes 40 seconds East a distance of 74.98 feet thence South 58 degrees 17 minutes 20 seconds East a distance of 84.58 feet thence South 89 degrees 17 minutes 20 seconds 9 � 9 � 9 FENCE IN DISREPAIR O SURVEY MON UMENT SET East, a distance of 164.63 feet; thence North 18 degrees 17 minutes 40 seconds East, a distance of 259.05 feet; thence northerly a distance of 469.80 feet along a tangential curve concave to the West, having a radius of 3452.34 feet and a central angle of 7 • SURVEY MONUMENT FOUND © GAS VALVE FO FIBER OPTIC UNDERGROUND b\ \ �6 z z degrees 47 minutes 49 seconds; thence South 88 degrees 03 minutes 20 seconds West along aline not tangent to said curve, a distance of 1190.41 feet to the point of beginning. E� O o � POWER POLE se SOIL BORING GAS GAS UNDERGROUND 5i� \'lb O ° OHU OVERHEAD UTILITY Parcel (Per Schedule AofTitle Commitment No. HB- 27384)- o ti O (n (D SANITARY MANHOLE OT TELEPHONE MANHOLE \ k 5�. I °? That part of the Northwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota described as follows: ❑ SANITARY CLEANOUT TELEPHONE PEDESTAL g ' SANITARY SEWER O SIGN Du UTILITY MANHOLE " STORM SEWER Commencing at the West Quarter corner of said Section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the west line of said Southwest Quarter, a distance of 651.25 feet to the point of beginning of the tract to be 4 g to CD TEL TELEPHONE UNDERGROUND described; thence continuing South 1 degree 56 minutes 40 seconds East along said west line of the Southwest Quarter, a distance of 562.12 feet to a point 1,213.40 feet distant from said West Quarter corner of Section 10; thence North 88 degrees 03 95�� \.�ti 0 ® STORM DRAIN ❑u UTILITY PEDESTAL minutes 20 seconds East, a distance of 464.93 feet; thence North 1 degree 56 minutes 40 seconds West on a line parallel to said west line of the Southwest Quarter, a distance 562.15 feet; thence South 88 degrees 03 minutes 20 seconds Wes, a distance � uTE UTILITY UNDERGROUND 9 p 9 95$ sT STORM MANHOLE of 464.93 feet to the point of beginning.he East 466.15 feet of the South Half of the Southwest Quarter of the Southeast Quarter of Section 30, Township 120, Range 22, Hennepin County, Minnesota, as measured along the South line thereof. FT] WELL C) N WATERMAIN m J Parcel 3 (Per document no. 101284) - FF \ qS \ 6 fV I I That part of the Northwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota, described as follows; �CF //y Z� �g5 \'69 1 Commencing at the West Quarter corner of said Section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the west line of said Southwest Quarter, a distance of 1213.40 feet; thence North 88 degrees 03 minutes 20 o"I ° \ - 33 50 - seconds East, a distance of 464.93 feet to the point of beginning of the tract to be described; thence North 1 degree 56 minutes 40 seconds West on a line parallel to said west line of the Southwest Quarter, a distance of 289.19 feet; thence North 88 degrees \'6i - 03 minutes 20 seconds East, a distance of 777.13 feet; thence South 6 degrees 43 minutes 00 seconds West, a distance of 66.03 feet; thence southerly a distance of 227.81 feet along a tangential curve concave to the west having a radius of 3,452.34 feet INV= I 1- and a central angle of 3 degrees 46 minutes 51 seconds; thence South 88 degrees 03 minutes 20 seconds West, a distance of 725.48 feet to the point of beginning. This tract contains 5.00 acres of land and is subject to right -of -way in existing county road 10 x —Z_-_X— X�X_X_ I INV- 97 7.2 and subject to roadwa easement over the North 30.00 feet thereof and an and all easements of record. INV= INV= (N88 °03'20 "E) 975.8 3 1 Y Y OO 6N 960.8 968.6 N89 °18'51 E 777.13 DRIVEWAY ^ J \ g5�� \- FND IP M ALTA/ACSM OPTIONAL TABLE A NOTES S CD ° ` -- EASEMENT FOR ROADWAY PER DOG. N0. 101284 \� "' 974.8 3 C) W o c_ (The following items reference Table A optional survey responsibilities and specifications) — — — — — — — — — — — — — — — — — -- - -- - -- ----------- -T - - -- O o c) PARCEL 2 I sa SB 4 C/) 0 L7 2) Site Address: Parcel 1: 7300 Galpin Boulevard, Excelsior, MN 55331, Parcel 2: 7300 Galpin Boulevard, Excelsior, MN 55331, Parcel 3: 7280 Galpin Boulevard, Excelsior, MN 55331 50 X45.3 3) Flood Zone Information: The subject property appears to lie within Zone C, (area of areas outside the 1- percent annual chance floodplain, areas of 1 % annual chance sheet flow flooding where average depths are less than 1 foot, areas of 1 % annual b, 5 60 0 *00 0 22.30+ /o � _ > chance stream flooding where the contributing drainage area is less than 1 square mile, or areas protected from the 1 annual chance flood by levees. No Base Flood Elevations or depths are shown within this zone. Insurance purchase is not required in w o I these zones) and Zone A (Areas with a 1 % annual chance of flooding and a 26% chance of flooding over the life of a 30 -year mortgage. Because detailed analyses are not performed for such areas; no depths or base flood elevations are shown within SEPTIC CO M these zones.), per the National Flood Insurance Program, Flood Insurance Rate Map Community Panel No. 270510005B, dated September 2, 2004 as acquired from the Federal Emergency Management Agency Web Site. Ala) � 95 \ EXISTING HOUSE 4 "� n� 5$ sR SB 5 I 4) Parcel Area Information: ` N ��_ \5� PARCEL 3 N g PARCEL 1: Gross: 637,924 sq. ft. - 14.645 acres 5�� \' I Wetland: 181,250 sq. ft. - 4.161 acres R/W: 23,908 sq. ft. - 0.549 acres ''`o \ 95,� \'S6 I Net: 432,766 sq. ft. - 9.935 acres WETLAND �\ 5 "5 \'S�g5k6\ 5� o ,��1E� �1E� CO) \� �� ' PARCEL 2: Gross: 261,364 sq. ft. - 6.000 acres V� 95 \ Z CN / Wetland: 177,739 sq. ft. - 4.080 acres [T� �/J RIW: 0 sq. ft.- 0.000 acres ,.. ,. ,� .� y. .•. ,� ,� y. y. ,a ,a n. y, r. r. s, s. 5R.5 \ 5\ ►�1 � X ��'( Net: 83,625 sq. ft. - 1.920 acres N88°03'20 &E 464.93 ` - — — (S88 °03'20 "W) 725.48 O �� ( ) \ g� � d' / /` PARCEL 3: Gross: 217,809 sq. s - 5.000 acres — (S88°03'20 "W) 1190.41 ��E� g5�0 \'ba n Wetland: 18,386sq. ft. - 0.422 acres p) �j l R/W: 9,655 sq. ft. - 0.222 acres INV = )x- ( Net: 189,768 sq. ft. - 4.356 acres 953.5 N B V5�� \'k� / TOTAL: Gross: 1,117,097 s ft.- 25.645 acres 95N\ \,\I g5rt� \'\ gc,xti\ \° �0 do yd� q' ;bN TNH= r� / Wetland: 377,375 sq. ft.- 8.663 acres �Sg \ �6 989.2 O �•+ RIK 33,563 sq. ft.- 0.771 acres `�� / Net: 706,159 sq. ft.- 16.211 acres SHED / FND IP 24764 / O 5) Site Elevation: Elevations are based on MN /DOT Geodetic Database Station Name: Excelsior AZ MK which has an elevation of: 1025.762 feet (NAVD88). SHED -5 \ �5 5.5 / ��� 9� � Q // \ CD - � 6) Existing Zoning: The current Zoning for the subject property is A2 (Agricultural Estates District) per the City of Chanhassen's zoning map dated January 14, 2014 along with partial zoning in BC (Bluff Creek Overlay District). C gc, \'L I `n 4 FND IP 24764 �E X, �� 23.7,0 14. / 5� 0 3 Please note that the general restrictions for the subject property may have been amended through a city process. We could be unaware of such amendments if they are not in a recorded document provided to us. We recommend that a zoning letter be 5 o obtained from the Zoning Administrator for the current restrictions for this site. 00 9��. \,L 1 953.5 C� Jr �N\ \ / \S ��Sr 4 • r ` r 953.4 ♦ 953.4 1 -44 N 6 Q Ln 9 E� WET 1 -41 + WET 1 -43 -6 We have not received the current zoning classification and building setback requirements from the insurer. 1 1� 953.3 EXISTING HOUSE M LIJ r 4 4 r r WET 1 -42 PARCEL I 5 $ /953.3 11)(a) Utilities: We have shown the location of utilities on the surveyed property by observed evidence only.There may be underground utilities encumbering the subject property of which we are unaware. WETLAND . r ET —40 / Co C g a t �6 sB B I // J 19) Wetland Data: The Wetland delineation was preformed by Arrowhead Environmental Consulting and the delineation flags were located on August 7, 2013. L? 5F\ \ \ \gSF� \ WET T / �� I!- C I \ SURVEY REPORT 7 L J m = r . I 953.3 / — L _ � I o g5�g \ \0 �� \' wEr 1 -3a INV- This map and report was prepared with the benefit of a Commitment for Title Insurance issued by Custom Home Builders Title, LLC as issuing agents for Old Republic Title Insurance Company, File No. HB- 27384, dated December 2, 2013. < < I I �1E� / sa SB 2 976.3 - i ® SILO `> C ] M I �S6 \ ° 95�� \'fig /,9" ET21 -37 7� %3 INV= 1) We note the following with regards to Schedule B of the herein referenced Title Commitment for Parcels 1 and 2: I I! - 7 o I �E� �E I "o G 8 3 973.4 a) Item nos. 1 -10 are not survey related. LIJ C J M I 9��� \ �� o b) Item no. 11 Subject to Galpin Boulevard (County Road No. 117) as laid out and traveled. I/ m I �� o o S�� �' F,� �Q ;o Please note that we have shown the right -of -way of Galpin across the easterly portion of the site. We have surveyed it as a right -of -way that extends 33 feet west from the center line of the traveled road. This is per the histon 1/� 5ti9 \,6 No 95 . \'� 953.2 o \ practice of providing 66 feet of right -of -way on roads that develop via prescriptive rights. Based upon contemporary case law this right -of -way could be construed to be of more or less width based upon a determination of what ar WET 1 -31 __6 6 % > is actually being utilized for highway purposes including drainage and slopes. j � < c) Item no. 12 Terms and conditions of Minnesota Department of Transportation Right of Way Plat No. 10 -08, filed March 3, 2000, as Document No. 265755. Unable to show information related since documentation was not provided. 5. 95 \'� g5�� O' - 3 INV= 3 _ x � g5° \'\ 05�� \ / 953.1 rnO °- ����� %` 968.4 / d) information related since documentation was not provided. Matter of the Condemnation of Certain Lands for Trunk Highway Purposes, Partial Final Certificate; dated May 9, 2002, filed May 10, 2002, as Document No. A315501. Unable to show S %7016 , X� r r WET 1 -36 /lC +\�P� jp�j �Py j `J e) Item no. 14 A portion of the property contains wetlands which may be subject to federal, state, or local regulation. The right to use or improve these wetlands is excepted herein. See note #19 of Table A Notes. 1 �� FE _ 1 g4 149E g��� \ -��x�� \,�5 sa se 3 0���� 50 cC S 7g o 16 ,4 100.4'(T' (S,8 °32 20 "E g5�� \'�� �� INV 76.9 P��� 9N 5.8 l \ 2) We have surveyed Parcel 3 without the benefit of a title commitment there maybe easements of recorded encumbering this parcel that are not shown here on. (S79 °32'209 E S85O » ) ���952.1 ° �J E) 16 4 g E (S86o32,20 "E) INV= > 3) Along the westerly boundary line of Parcels 1 and 2, there is an overhead utility line, we are unaware of any easements for this utility. 950.9 FIELD CREW JAA DRAWN BY DBP,JML CHECKED BY DBP DATE 05 -14 -14 NO. I BY I DATE o 4) Along the easterly boundary line of Parcel 2, the adjoiner has a plastic fence over the property line, as shown here on. 150 _� Cc S,`3 O 16' 0 „ CF -/v C /NF 0 II NV- �J� n-j ; 5) Along the northerly boundary line of Parcel 3, there is a gravel driveway that services the house on the parcel 3 that encroaches onto the adjoiner without an easement shown hereon. (S,4 °3220 �9 SSl ,ts y F CRFFk M / CERTIFICATION A,,�� 7 4.9 8 NV= 33 Z /� \ To Homestead Partners, LLC, Custom Home Builders Title, LLC, and Old Republic National Title Insurance Company: N83058'11 E ° 948.5 FJ ` (N82o 42' 40 "E) SQ S 2 This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2011 Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys, jointly established and adopted by ALTA and NSPS in 2011, and SS ,>0 2 „RCP includes Items 1 - 4, 7a, 8, 9, 11(a), and 19 of Table A thereof. The field work was completed on August 7, 2013. 16 4.6 3 07 - Date of Plat or ap: May 16, 20 �ss8o, S88 °01'49 "E <' I"0FJ F (S89 017'20 "E) f 2f �/ 1 NORM x Of Q David B. Pemberton, PLS Minnesota License No. 40344 Bearings are based on the Carver County 0 W Coordinate System (NAD83- 1986adI Z w 0 w FENCE TIES ARE SHOWN ON THE pemberton @sathre.com om z x W Z SIDE OF THE BOUNDARY LINE THAT 80 40 0 40 80 160 THE FENCE IS LOCATED ON SCALE IN FEET ~4± REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF I hereby certify that this survey, plan or report was prepared by me or TWP.116 - RGE.23 - SEC. 10 FILE NO. INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT under my di ct supervisi and that I am a duly Licensed Land Surveyor ��RS S�R� CARVER COUNTY ALTA/ACSM LAND TITLE SURVEY SATHRE- BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT under the la s of the St f Minnesota. Fo 37865 -001 SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY L �, SATH R E -6 E RG Q U I ST, INC. ,n„n�_ INDEMNIFY SATHRE- BERGQUIST, INC. OF ALL RESPONSIBILITY. Dated this 1 t day of May 2 14. PREPARED FOR: SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE C N w 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 -6000 CHAN HASSEN, USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING 11 � MINNESOTA HOMESTEAD PARTNERS FROM ILLEGITIMATE USE. David B. Pemberton, Professional Land Surveyor ctiFRs P�P�� Minnesota License No. 40344 AA-1 N(iyTE 1� O 9 V R COSOJ,�NEPN �c,9Sm ? DR. I GS R. C p MAJESTIC WAY z ANN ILL a JU o I eR RJOC`c�r N N D SITE /NKER IT z CENTURY TR. °T,�F� pGN T CURVE s I O "CF. w� P,4 of $ CLOVER CT• ryTURY <ONF9 ✓m T Y CIR. Mqy N ° BANEBERRY WAY S =SfR BqN ro ORETV� ��oN s4P 4 S� WA BERRY CHICKORY WAY POPPY DR. C �+ VIIL 8th �(L ^ 9wE SAGE LA. r O 9. l� M A RPORATE P L 1 E FIELD CREW JAA DRAWN BY DBP,JML CHECKED BY DBP DATE 05 -14 -14 NO. I BY I DATE o 4) Along the easterly boundary line of Parcel 2, the adjoiner has a plastic fence over the property line, as shown here on. 150 _� Cc S,`3 O 16' 0 „ CF -/v C /NF 0 II NV- �J� n-j ; 5) Along the northerly boundary line of Parcel 3, there is a gravel driveway that services the house on the parcel 3 that encroaches onto the adjoiner without an easement shown hereon. (S,4 °3220 �9 SSl ,ts y F CRFFk M / CERTIFICATION A,,�� 7 4.9 8 NV= 33 Z /� \ To Homestead Partners, LLC, Custom Home Builders Title, LLC, and Old Republic National Title Insurance Company: N83058'11 E ° 948.5 FJ ` (N82o 42' 40 "E) SQ S 2 This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2011 Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys, jointly established and adopted by ALTA and NSPS in 2011, and SS ,>0 2 „RCP includes Items 1 - 4, 7a, 8, 9, 11(a), and 19 of Table A thereof. The field work was completed on August 7, 2013. 16 4.6 3 07 - Date of Plat or ap: May 16, 20 �ss8o, S88 °01'49 "E <' I"0FJ F (S89 017'20 "E) f 2f �/ 1 NORM x Of Q David B. Pemberton, PLS Minnesota License No. 40344 Bearings are based on the Carver County 0 W Coordinate System (NAD83- 1986adI Z w 0 w FENCE TIES ARE SHOWN ON THE pemberton @sathre.com om z x W Z SIDE OF THE BOUNDARY LINE THAT 80 40 0 40 80 160 THE FENCE IS LOCATED ON SCALE IN FEET ~4± REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF I hereby certify that this survey, plan or report was prepared by me or TWP.116 - RGE.23 - SEC. 10 FILE NO. INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT under my di ct supervisi and that I am a duly Licensed Land Surveyor ��RS S�R� CARVER COUNTY ALTA/ACSM LAND TITLE SURVEY SATHRE- BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT under the la s of the St f Minnesota. Fo 37865 -001 SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY L �, SATH R E -6 E RG Q U I ST, INC. ,n„n�_ INDEMNIFY SATHRE- BERGQUIST, INC. OF ALL RESPONSIBILITY. Dated this 1 t day of May 2 14. PREPARED FOR: SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE C N w 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 -6000 CHAN HASSEN, USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING 11 � MINNESOTA HOMESTEAD PARTNERS FROM ILLEGITIMATE USE. David B. Pemberton, Professional Land Surveyor ctiFRs P�P�� Minnesota License No. 40344 AA-1 ^ P. 1111.... , ' V' FAY'^ fWI: AND r't ~Y 4l I .1111.. 1111.. .iA:. •I'A :.43 :.4I`Ft A. Jr.-,I`I 'iAl ""}S •^'�: -1111. I -1111 . 1J 1111,.. -1111 +. 1111..... .40 AREA +. 0.44 Ar; iS:O:tS +. 1111.3.. -Ai: A.i %EA, +. - 1111. -,1111 -.vi: LLJ 1 O 0 L_ J I I V I L_ / -\ L-,/ �/ V V \� \ -� => r- T N n F- A � \ A/^ I I\ L-- I I V I L V V -� o(_0 5 t ! 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FT. \ I a W \ / �\ o < j `�'o / 9 >T\ \ o�� \� 211.0 -' 7-7 g Z / / 1 /�' 14,792 SQ. FT. \ \\ , I ' t) �' �' L N to 0 0 14 co Ldl �- _ O k 2 6 15,066 SQ. FT. > WETLAND r o o\ ; CY) I 11 QD W p 4 !/ �� 16,266 oSQ. FT. \ \\ I I II / �8, g CID CID Ln _ I l (N88'O03'20''E) 464.93 _ _ _ �. 6. ' �� n Z S$° 03' 0 J 1 �O 72 .4 \`� 15 p) SB8 003'20' W 1190.41 / �7 0 �/ �' G 4 4 4 y ( ) !/ ` > / / pt (J� \ 5 \ /x 18.616 SO. FT. \l ���� INV= / �� ' 15,642 SQ. FT. \� Q� 953.51 Q p\ 61 \ `� ? -50 // r QO \i� ,n m m m a m m m a m >� m m ,n. ,1111 .t m m m O• '222- 8 7 S \ \ TNH \/ F x - I� = U �GOQ� (3! i� , =� ���� 1 25\ 9� O \� �••� / 989.21 I 1 \ 6 O / 16,630 SQ. FT. �I , 249.4- _ _ - �\� 4096 110 6NL N\ Q� O Outlot A li�i/ . ' 5 / � 18,917 SQ. FT, 604,522 SQ. FT. ♦ ♦ - - - - - - - - / !! ' CT ♦ \ \ i PARCEL 1 ��ii�ii o ?`� ° l / WETLAND ,; !i/ /` 4 / O \ \ \ 46,226 SQ. FT. \/ O ` > /; �Y / 0 Il 1,i l c�, / / \ \ Ok-) �/ / / d C J )K '! ^ 3* ' % 42,680 SQ. FT. / (\ \ 9 6.2 X Q \ ,446 p� / • • c / / / O�x , Pond #2 IN Y NWL -956.0 4 /, \ \ \ \ / / 3.3 ( \ HWL- 958.0 co /O ' Io 33,784 SO. FT. 1` 1 ('V > 291 ki � ^off \ \ _ 50 100_. - - 1 1 '/ G. jj!/� , �C ?" /272 V` 14 9V 9 U) S8 5016' 9 „E u� . i ! %ii x�' , fii!ii!j /ii!i;!ii �� c`' / . 82,216 SQ. FT. o� (S86 °32'20" '� x7ps\ E) ��94 - - 1111 •/11,!•/11,.,!•/.,.,. , S o •�4 /j "/ /!i /i!1, /!i /i!1,/ x � ',, "�' .•1 So � �o (S °3 220 " 9 E 'E 7 / /; /; // /• /; /;/ / /// i �/ / � 2/ � / � V= o S�3 0 00 / !i !ii /; /i ji ; 7\1 16 He ><: (S�4032'20, 9 6 o / ABE.A :, :. 6.21 A-- �° 0j DESCRIPTION PROPOSED LOT LINE PREPARED FOR saQ it oa 4OT 9! 1 WATERMAIN V BUILDING SETBACK BOUNDARY - - /CN /VGWE c�9,r ?R BR. HOMESTEAD PARTNERS 525 15TH AVENUE SOUTH HOPKINS, MN 55343 CONTACT: TOM STROHM (952) 294 -2113 toms @homestead- partners.com I DRAINAGE AND UTILITY EASEMENTS - - - - - - - - 5C C5. liy � R• � C RIGHT -OF -WAY F MAJESTIC WAY ILL JS o aE BACKYARD CATCH BASIN I CATCH BASIN >> >> w v m T• � »------ (D->> FLARED END SECTION W /RIP -RAP >> >> SANITARY SEWER MANHOLE F _ eR HYDRANT N N i o r SITE /NKER sr. z CENTURY TR. 'OTF.k p�N T CURVE s I 00 !; t' w� V vt CLOVER CT• �TURY ° QSSfR <Oh•9f I 1J T Y x� / ! X / CIR. r - BANEBERRY WAY L ,C 0 g 4 CHI CKORY WAY �i S oW ORET'- `� Q 4 Y 1" r?Y Y . �TBth h� 1111117 LA- d`` n BLUE _- -7 A RPCRA TE m O 6q- p I ;/ y\ E L i _ n C� -7 oI <I ` > . S7 X 'E (S 9016", °32'209) I I 1 \ 6 O / 16,630 SQ. FT. �I , 249.4- _ _ - �\� 4096 110 6NL N\ Q� O Outlot A li�i/ . ' 5 / � 18,917 SQ. FT, 604,522 SQ. FT. ♦ ♦ - - - - - - - - / !! ' CT ♦ \ \ i PARCEL 1 ��ii�ii o ?`� ° l / WETLAND ,; !i/ /` 4 / O \ \ \ 46,226 SQ. FT. \/ O ` > /; �Y / 0 Il 1,i l c�, / / \ \ Ok-) �/ / / d C J )K '! ^ 3* ' % 42,680 SQ. FT. / (\ \ 9 6.2 X Q \ ,446 p� / • • c / / / O�x , Pond #2 IN Y NWL -956.0 4 /, \ \ \ \ / / 3.3 ( \ HWL- 958.0 co /O ' Io 33,784 SO. FT. 1` 1 ('V > 291 ki � ^off \ \ _ 50 100_. - - 1 1 '/ G. jj!/� , �C ?" /272 V` 14 9V 9 U) S8 5016' 9 „E u� . i ! %ii x�' , fii!ii!j /ii!i;!ii �� c`' / . 82,216 SQ. FT. o� (S86 °32'20" '� x7ps\ E) ��94 - - 1111 •/11,!•/11,.,!•/.,.,. , S o •�4 /j "/ /!i /i!1, /!i /i!1,/ x � ',, "�' .•1 So � �o (S °3 220 " 9 E 'E 7 / /; /; // /• /; /;/ / /// i �/ / � 2/ � / � V= o S�3 0 00 / !i !ii /; /i ji ; 7\1 16 He ><: (S�4032'20, 9 6 o / ABE.A :, :. 6.21 A-- �° 0j FIELD CREW NO. BY DATE JAA DRAWN BY JML CHECKED BY DBP DATE 05 -13 -14 iNV= �o," `9'' 830 58 E / 948,a48 ;INV FJ N (N820 42' 40" E) S,s,O "RCP 164.6 164.6 SS(51 Q9 S 8 8 ° 01 ' <' 9 E -'0 (S89 017'20" ) J' NORI / / \ Bearings are based on the Carver County Coordinate System (NAD 83 -1986 adj.) 80 40 0 40 80 160 SCALE IN FEET REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE - BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE - BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE - BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. hereby certify that this survey, plan or report was prepared by me or under my dir ct supervisi and that I am a duly Licensed Land Surveyor under the la of the Stat Minnesota. Dated this 1 day of May, 2 4. David B. Pemberton, Professional Land Surveyor Minnesota License No. 40344 SYMBOL LEGEND DESCRIPTION PROPOSED LOT LINE PREPARED FOR saQ it oa 4OT 9! 1 WATERMAIN V BUILDING SETBACK BOUNDARY - - /CN /VGWE c�9,r ?R BR. HOMESTEAD PARTNERS 525 15TH AVENUE SOUTH HOPKINS, MN 55343 CONTACT: TOM STROHM (952) 294 -2113 toms @homestead- partners.com I DRAINAGE AND UTILITY EASEMENTS - - - - - - - - 5C C5. liy � R• � C RIGHT -OF -WAY F MAJESTIC WAY ILL JS o aE BACKYARD CATCH BASIN I CATCH BASIN >> >> w v m T• � »------ (D->> FLARED END SECTION W /RIP -RAP >> >> SANITARY SEWER MANHOLE F _ eR HYDRANT N N WV I[>�I o r SITE /NKER sr. z CENTURY TR. 'OTF.k p�N T CURVE s I O t' w� V vt CLOVER CT• �TURY ° QSSfR <Oh•9f T Y CIR. r - BANEBERRY WAY 0 g 4 CHI CKORY WAY S oW ORET'- `� Q 4 Y 1" r?Y Y . �TBth h� 1111117 LA- d`` n BLUE M A RPCRA TE m O 6q- p I E FIELD CREW NO. BY DATE JAA DRAWN BY JML CHECKED BY DBP DATE 05 -13 -14 iNV= �o," `9'' 830 58 E / 948,a48 ;INV FJ N (N820 42' 40" E) S,s,O "RCP 164.6 164.6 SS(51 Q9 S 8 8 ° 01 ' <' 9 E -'0 (S89 017'20" ) J' NORI / / \ Bearings are based on the Carver County Coordinate System (NAD 83 -1986 adj.) 80 40 0 40 80 160 SCALE IN FEET REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE - BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE - BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE - BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. hereby certify that this survey, plan or report was prepared by me or under my dir ct supervisi and that I am a duly Licensed Land Surveyor under the la of the Stat Minnesota. Dated this 1 day of May, 2 4. David B. Pemberton, Professional Land Surveyor Minnesota License No. 40344 SYMBOL LEGEND DESCRIPTION PROPOSED LOT LINE PREPARED FOR WATERMAIN BUILDING SETBACK BOUNDARY - - PARCEL BOUNDARY LINE HOMESTEAD PARTNERS 525 15TH AVENUE SOUTH HOPKINS, MN 55343 CONTACT: TOM STROHM (952) 294 -2113 toms @homestead- partners.com DRAINAGE AND UTILITY EASEMENTS - - - - - - - - CURB AND GUTTER RIGHT -OF -WAY BACKYARD CATCH BASIN »------ 49->> CATCH BASIN >> >> STORM SEWER MANHOLE »------ (D->> FLARED END SECTION W /RIP -RAP >> >> SANITARY SEWER MANHOLE > S�> HYDRANT I I GATE VALVE WV I[>�I DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: Being 5 feet in width and adjoining lot lines, unless otherwise indicated, and 10 feet in width and adjoining right of way lines, unless otherwise indicated, as shown on the plat. * - Lot is within Shoreland District Zoning. Proposed Zoning - RSF (Shoreland District) 25% Max Impervious Min Width - 90 ft Min Area - 15,000 sf Fysb -30ft Sysb- 20ft Total - 10ft Min Rysb - 30 ft Proposed Zoning - RLM (Outside Shoreland District) 35% Max Impervious Min Width - 50 ft Min Area - 9,000 sf Min Depth - 110 ft Fysb - 25 ft Sysb - 15 ft Total - 5 ft Garage Rysb - 25 ft 60' Row - 31' B -B Streets DESCRIPTION OF PROPERTY SURVEYED Parcel 1 (7300 Galpin Boulevard, Excelsior, MN 55331) - That part of the West Half of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the west quarter corner of said Section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the west line of said Southwest Quarter, a distance of 1,213.40 feet to the point of beginning of the tract to be described; thence continuing South 1 degree 56 minutes 40 seconds East along said west line of the Southwest Quarter, a distance of 455.48 feet; thence South 79 degrees 32 minutes 20 seconds East, a distance of 177.77 feet; thence South 86 degrees 32 minutes 20 seconds East, a distance of 100.40 feet; thence South 78 degrees 32 minutes 20 seconds East, a distance of 194.14 feet; thence South 74 degrees 32 minutes 20 seconds East, a distance of 150.00 feet; thence South 47 degrees 17 minutes 20 seconds East, a distance of 75.43 feet; thence North 82 degrees 42 minutes 40 seconds East, a distance of 74.98 feet; thence South 58 degrees 17 minutes 20 seconds East, a distance of 84.58 feet; thence South 89 degrees 17 minutes 20 seconds East, a distance of 164.63 feet; thence North 18 degrees 17 minutes 40 seconds East, a distance of 259.05 feet; thence northerly a distance of 469.80 feet along a tangential curve concave to the West, having a radius of 3452.34 feet and a central angle of 7 degrees 47 minutes 49 seconds; thence South 88 degrees 03 minutes 20 seconds West along a line not tangent to said curve, a distance of 1190.41 feet to the point of beginning. Parcel 2 (7300 Galpin Boulevard, Excelsior, MN 55331) - That part of the Northwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota described as follows: Commencing at the West Quarter corner of said Section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the west line of said Southwest Quarter, a distance of 651.25 feet to the point of beginning of the tract to be described; thence continuing South 1 degree 56 minutes 40 seconds East along said west line of the Southwest Quarter, a distance of 562.12 feet to a point 1,213.40 feet distant from said West Quarter corner of Section 10; thence North 88 degrees 03 minutes 20 seconds East, a distance of 464.93 feet; thence North 1 degree 56 minutes 40 seconds West on a line parallel to said west line of the Southwest Quarter, a distance 562.15 feet; thence South 88 degrees 03 minutes 20 seconds West, a distance of 464.93 feet to the point of beginning.he East 466.15 feet of the South Half of the Southwest Quarter of the Southeast Quarter of Section 30, Township 120, Range 22, Hennepin County, Minnesota, as measured along the South line thereof. Parcel 3 (7280 Galpin Boulevard, Excelsior, MN 55331) - That part of the Northwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota, described as follows; Commencing at the West Quarter corner of said Section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the west line of said Southwest Quarter, a distance of 1213.40 feet; thence North 88 degrees 03 minutes 20 seconds East, a distance of 464.93 feet to the point of beginning of the tract to be described; thence North 1 degree 56 minutes 40 seconds West on a line parallel to said west line of the Southwest Quarter, a distance of 289.19 feet; thence North 88 degrees 03 minutes 20 seconds East, a distance of 777.13 feet; thence South 6 degrees 43 minutes 00 seconds West, a distance of 66.03 feet; thence southerly a distance of 227.81 feet along a tangential curve concave to the west having a radius of 3,452.34 feet and a central angle of 3 degrees 46 minutes 51 seconds; thence South 88 degrees 03 minutes 20 seconds West, a distance of 725.48 feet to the point of beginning. This tract contains 5.00 acres of land and is subject to right -of -way in existing county road and subject to roadway easement over the North 30.00 feet thereof and any and all easements of record. GENERAL NOTES 1) Flood Zone Information: The subject property appears to lie within Zone C, (area of areas outside the 1- percent annual chance floodplain, areas of 1% annual chance sheet flow flooding where average depths are less than 1 foot, areas of 1% annual chance stream flooding where the contributing drainage area Is less than 1 square mile or areas protected from the 1 /o annual chance flood b levees. No Base Flood Elevations or depths are shown 9 q P Y P within this zone. Insurance purchase is not required in these zones) and Zone A (Areas with a 1% annual chance of flooding and a 26% chance of flooding over the life of a 30 -year mortgage. Because detailed analyses are not performed for such areas; no depths or base flood elevations are shown within these zones..), per the National Flood Insurance Program, Flood Insurance Rate Map Community Panel No. 270510005B, dated September 2, 2004 as acquired from the Federal Emergency Management Agency Web Site. 2) Lot Areas: PARCEL 1: Gross: 637,924 sq. ft. - 14.645 acres Wetland: 181,250 sq. ft. - 4.161 acres R/W: 23,908 sq. ft. - 0.549 acres Net: 432,766 sq. ft. - 9.935 acres PARCEL 2: Gross: 261,364 sq. ft. - 6.000 acres Wetland: 177,739 sq. ft. - 4.080 acres R/W: 0 sq. ft.- 0.000 acres Net: 83,625 sq. ft. - 1.920 acres PARCEL 3: Gross: 217,809 sq. ft. - 5.000 acres Wetland: 18,386 sq. ft. - 0.422 acres R/W: 9,655 sq. ft. - 0.222 acres Net: 189,768 sq. ft. - 4.356 acres TOTAL: Gross: 1,117,097 sq. ft.- 25.645 acres Wetland: 377,375 sq. ft.- 8.663 acres R/W: 33,563 sq. ft.- 0.771 acres Net: 706,159 sq. ft.- 16.211 acres 3) Existing Zoning: The current Zoning for the subject property is A2 (Agricultural Estates District) per the City of Chanhassen's zoning map dated January 14, 2014 along with partial zoning in BC (Bluff Creek Overlay District). Please note that the general restrictions for the subject property may have been amended through a city process. We could be unaware of such amendments if they are not in a recorded document provided to us. 4) Proposed Zoning: RSF (Residential Single Family) and RLM (Low and Medium Density District) are as noted on this page. 5) Legal Descriptions: Legal Description was obtained from Custom Home Builders Title, LLC as issuing agent for Old Republic National Title Insurance Company, File No. HB- 27384, dated December 2, 2013. 6) Site Information: The Proposed Site information was obtained from preliminary plans prepared by Sathre - Bergquist Inc. dated 05- 15 -14. Wetland: On -site Wetland is a Manage 2 Manage 2 Wetalnds Buffer - 20ft Buffer Setback - 30 ft Bluff Creek Overlay District: Site is within the Primary Corridor of the Bluff Creek Overlay District. Setback from Corridor - 40ft Total First 20 ft - No Disturbances Second 20ft - No Structures As directed by the City of Chanhassen, the boundary for the Bluff Creek Overlay District is the edge of wetland. Corridor setbacks are taken from the wetland edge. TWP.116 - RGE.23 - SEC. 10 RS 80"4F CARVER COUNTY ° N SATHRE - BERGQUIST, INC. W m „" 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 -6000 CHANHASSEN, CO MINNESOTA PRELIMINARY PLAT OF VISTAS AT BENTZ FARMS FILE NO. 37865 -001 PP -1 PP -1 PREPARED BY PREPARED FOR SATHRE - BERGQUIST, INC. 150 S. BROADWAY WAYZATA, MN 55391 PHONE: (952) 476 -6000 FAX: (952) 476 -0104 http: / /www.sathre.com CONTACTS: NATE HERMAN nherman @sathre.com HOMESTEAD PARTNERS 525 15TH AVENUE SOUTH HOPKINS, MN 55343 CONTACT: TOM STROHM (952) 294 -2113 toms @homestead- partners.com PRELIMINARY PLAT OF VISTAS AT BENTZ FARMS FILE NO. 37865 -001 PP -1 PP -1 9CK ® N• � sbs3 \ � ` �` W e IP leO W \\ ` `$ ♦ \ \ `�♦ \ v Jv`w \ \ EoF \♦ 8. W\ W y y y W Y� -♦\ W \ L W W W y y '♦\ y% + W \\ W W W W W W W W W Y \\ 12 \ O W W W W W W W ®W W W I\ I � 1 1 W W W W W W W W W W W x ssa W W y y y W W W y y y W W y y y W W W y y y W W W W W W W y W W �SoRE `CIS RW W >✓ /i L W W W L W W W y Y/ tnaa / EOF W W W W W W I T9 A_A\ e% 2 O \ \ \b N Im ut � \ 1 N \ TI960.0x / 1 y + ' L -9 =6 B52PT` ti� O ................ ------ - - - --. �el O NRH CKEI REM i \ / \ t Y \ \\ 12 hm s `T DRIVEW�Y / / 25 j / ' I -4 4 be (I 1 1 / I I I I V 1 j /T97 j � ` l l � 974 tt 1 � / 1 '. t SYMBOL LEGEND DESCRIPTION PROPOSED EXISTING N Ro R WATER PERMIT. THIS INCLUDES BOTH WEEKLY INSPECTIONS AND INSPECTIONS DONE AFTER 0.5" RAIN EVENT. A COPY I MAJOR CONTOUR I / / OF THE INSPECTION REPORT MUST BE EMAILED TO THE ENGINEER AND DEVELOPER ON A WEEKLY BASIS. LOT LINE 1 WATERMAIN WM A BUILDING SETBACK BOUNDARY - - - - - - - - - PARCEL BOUNDARY LINE GRADING PLAN W T EL DRAINAGE AND UTILITY EASEMENTS t BB&B \ \ \ - - - -- CURB AND GUTTER Ab RIGHTAF-WAY ♦ - DRAINTILEWICLEANOUTS - - - -♦ - - - - --- - ♦ - - -- BACKYARD CATCH IN �--IIIIII - N Im ut � \ 1 N \ TI960.0x / 1 y + ' L -9 =6 B52PT` ti� O ................ ------ - - - --. �el O NRH CKEI REM i \ / \ t Y \ \\ 12 hm s `T DRIVEW�Y / / 25 j / ' I -4 4 be (I 1 1 / I I I I V 1 j /T97 j � ` l l � 974 tt 1 � / 1 '. t SYMBOL LEGEND DESCRIPTION PROPOSED EXISTING N Ro R WATER PERMIT. THIS INCLUDES BOTH WEEKLY INSPECTIONS AND INSPECTIONS DONE AFTER 0.5" RAIN EVENT. A COPY I MAJOR CONTOUR I / / OF THE INSPECTION REPORT MUST BE EMAILED TO THE ENGINEER AND DEVELOPER ON A WEEKLY BASIS. LOT LINE / / WATERMAIN WM A BUILDING SETBACK BOUNDARY - - - - - - - - - PARCEL BOUNDARY LINE GRADING PLAN W T EL DRAINAGE AND UTILITY EASEMENTS ; BB&B \ \ \ - - - -- CURB AND GUTTER Ab RIGHTAF-WAY ♦ - DRAINTILEWICLEANOUTS - - - -♦ - - - - --- - ♦ - - -- BACKYARD CATCH IN �--IIIIII - CATCH BASIN -�--�� STORM SEWER MANHOLE I FLARED END SECTION WIRIP -RAP STORM STUCTURE LABEL 0 SANITARY STUCTURE LABEL 3 5 SANITARY SEWER MANHOLE HYDRANT -WM - - GATEVALVEWM- weu DRAIN FLOWIRUNOFF ARROW EMERGENCY OVERFLOW SWALE EAo SOILBORING LOCATION R s SILT FENCE -or - -- - -- - - - - -- TREE PRESERVATION FENCE - - - - - - - - BARRICADE =OR ® Tt OR SPOT ELEVATION x M9A x yWA TBC SPOT ELEVATION •� � UTILITY POLE �t LIGHTPOLE HANDICAP PARKING SPACE 50 25 0 25 50 100 ®®® ®d SCALE IN FEET 1,4 / GENERAL NOTES: 1. THE GRADING CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER INSPECTIONS ACCORDING TO THE MPCA STORM 9.1 PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I / WATER PERMIT. THIS INCLUDES BOTH WEEKLY INSPECTIONS AND INSPECTIONS DONE AFTER 0.5" RAIN EVENT. A COPY I I I I / / OF THE INSPECTION REPORT MUST BE EMAILED TO THE ENGINEER AND DEVELOPER ON A WEEKLY BASIS. SATHRE - BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE / / 2. THE CONTRACTOR SHALL PLACE INLET PROTECTION DEVICES IN ACCORDANCE WITH THE CITY OF PLYMOUTH DETAIL ST- 22 &ST -23 FOR ALL STORM SEWER INLETS AND MAINTAIN THEM AS AN EFFECTIVE SILT CONTROL DEVICE. INLET FROM ILLEGITIMATE USE. A PROTECTION SHALL BE REMOVED WHEN RESTORATION HAS BEEN ESTABLISHED. FINISHED GRADE PER R M O N SB GRADING PLAN W T EL 9 /'Bryy C TI�Iy� ; BB&B \ \ \ - - - -- 3. ALL RETAINING WALLS WILL REQUIRE A STRUCTURAL DESIGN, A BUILDING PERMIT & A FINAL INSPECTION REPORT. Ab -_- ♦ - .. / 4. A V -2" CRUSHED ROCK ENTRANCE BERM SHALL BE PLACED AT THE SITE ENTRANCE, TO REPLACE SILT FENCE, AND I I L�J i `l / N - - -- MINIMIZE EROSION ON TO THE STREETS. THE ROCK BERMS SHALL BE THE WIDTH OF THE ENTRANCE AND 2 FEET HIGH �\ WITH 4:1 SLOPES. (SEE DETAIL) A. ; !I I /__\!! / r rlv lr-r- - --a '\ i V_ USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I SATHRE - BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY I I �Qi SWO 7ESOTA, SATHRE - BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. A Date: O S Li.. NO. -r /791- FINISHED GRADE PER R M O N SB GRADING PLAN W T EL GARAGE FLOOR 110 15' j I� 3.0' BELOW GARAGE FLOOR Ab 1 %MIN. `\ G CURB \ ` 272 x 9 \ / I TOPSOIL �6' \ 970 i `l / N - - -- MINIMIZE EROSION ON TO THE STREETS. THE ROCK BERMS SHALL BE THE WIDTH OF THE ENTRANCE AND 2 FEET HIGH �\ WITH 4:1 SLOPES. (SEE DETAIL) A. ; !I I /__\!! / r rlv lr-r- - --a '\ i V_ USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I SATHRE - BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS o E INDEMNIFY SATHRE - BERGQUIST, INC. OF ALL RESPONSIBILITY. SWO 7ESOTA, SATHRE - BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. NATHAN R. HERMAN, P.E. r., Date: O S Li.. NO. -r /791- / 5. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM THE BUILDING PAD AND STREETAREAS -- THROUGHOUT CONSTRUCTION. 6. THE CONTRACTOR SHALL ATTEMPT TO PREVENT SOIL MATERIALS FROM LEAVING THE SITE BY EROSION AND VEHICLE WHEEL TRACKING. HE SHALL BE RESPONSIBLE FOR CLEANING OF STREET, BOULEVARD AND UTILITY FACILITIES THAT RECEIVE ANY ERODED OR TRACKED SOIL MATERIAL OR OTHER CONSTRUCTION DEBRIS OR MATERIAL. 7. EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES, 8. BUILDING PADS ARE 60' DEEP, UNLESS OTHERWISE NOTED. THE FRONT AND REAR BUILDING PAD LINES ARE SHOWN ON THE PLAN. THE ENGINEER SHOULD BE CONTACTED IF THE CONTRACTOR HAS ANY QUESTIONS REGARDING BUILDING / PADS. REAR PAD ELEVATIONS SHOULD BE ESTABLISHED BASED OFF THE 2:1 SLOPE FROM THE 26 FLAT BENCH, ORAT / MOST 50' BEHIND FRONT OF PAD. x i i / CONSTRUCTION NOTES 1. INSTALL SILT FENCE AS SHOWN ON PLAN, AS REQUIRED BY THE CITY OF CHANHASSEN OR DIRECTED BY THE ENGINEER. 2. THE WATER QUALITY POND MUST BE EXCAVATED AT THE BEGINNING OF GRADING OPERATIONS TO PROVIDE TEMPORARY 1 STORM WATER DETENTION DURING CONSTRUCTION. SAND AND SILT MUST BE REMOVED FROM THE POND AS NECESSARY DURING CONSTRUCTION AND AT THE COMPLETION OF THE PROJECT. 3. BEGIN GRADING, INSTALL PERFORATED RISER PIPE IN PONDS WHEN POND GRADING IS COMPLETE. TEMPORARY DRAINAGE PIPE SHALL BE USED FOR INTERMEDIATE DRAINAGE DURING THE CONSTRUCTION PERIOD AS NECESSARY AND DIRECTED BY THE ENGINEER. INSTALL SILT FENCE AROUND EXCAVATED PONDS. `\ ``� \♦ 4. INSPECT POND, SILT FENCE, AND ROCK ENTRANCE BERM AFTER ALL RAINFALL EVENTS AS REQUIRED BY THE NPDES PERMIT ♦` `\ 5. LINE ALL PONDS WITH A MINIMUM 3" ORGANIC SOILS & SEED SLOPES BETWEEN NWL AND 100 YR RAIL WITH WATER \; TOLERANT MIX. (OR AS NOTED) 6. REMOVE PERFORATED RISER PIPE WHEN STORM SEWER AND OUTLET STRUCTURE FOR PONDS ARE INSTALLED. 1. POND - 10:1 BENCH (1 FOOT) THEN 3:1 MAX C8 LO & WO PADS 3 1 MAX. ALL OTHER SLOPES 4:1 MAX (UNLESS NOTED) 9. RESTORATION - xx.x ACRES A. RESTORE ALL DISTURBED AREAS WITH 4" TO 6" OF TOPSOIL, OR EXISTING ON -SITE ORGANIC MTRL. B. SEED POND SLOPES AND DETENTION AREAS WITH MN /DOT 310 OR BWSR P8 SEED MIX AT A RATE OF 100 LBSJACRE AND FERTILIZE WITH 2O -0 -10 AT 100 LBS. /ACRE. SEED WETLAND BUFFER AREAS WITH MITDOT 350 -MESIC PRAIRIE (36.5 PLS LBS/AC) OR BWSR 35 -241 SEED MIX AND FERTILIZE WITH 2O -0 -10 AT 100 LBSJACRE. (REFER TO WETLAND CREATION /BANKING PLAN FOR WETLAND SEED MIX REQUIREMENTS). C. SEED ALL OTHER DISTURBED AREAS WITH MNDOT 250 AT A RATE OF 100 LBSJACRE AND FERTILIZE WITH 20 -0-10 AT 100 LBS. /ACRE. (UNLESS OTHERWISE NOTED) '�•\ D. ONLY PHOSPHOROUS FREE FERTILIZER IS TO BE USED ON SITE. _ - E. MULCH WITH TYPE 1 AT A RATE OF 2 TONS /ACRE AND DISC ANCHOR IMMEDIATELY AFTER PLACEMENT. USE WOODFIBER \\ BLANKET ON ALL SLOPES 3:1 (FT) OR GREATER. \ -- - F. PLACE APPROVED STORM SEWER INLET PROTECTION IN OR AROUND ALL STORM SEWER INLETS AND MAINTAIN UNTIL \ STREET CONSTRUCTION IS COMPLETED. REFER TO CITY DETAILS ST -22 & ST -23 FOR APPROVED DEVICES. \\ G. MAINTAIN ALL SILT FENCE UNTIL TURF HAS BEEN ESTABLISHED. -- H. RESTORATION WORK WILL BE COMPLETED WITHIN 72 HOURS OF GRADING COMPLETION. 10. GRADE BACK T FROM FACE OF ALL RETAINING WALLS \ / 11. MAINTAIN TEMPORARY DRAINAGE ALONG EAST SIDE OF PROPERTY LINE 12. SILTFENCE- BEFORE GRADING-LF CITY PROJECT NO. 60' PAD 25 HOLDDOWN 9' POURED WALL T DROP TO REAR GRND ELEV. HOLDDOWN DETAILS E R M HS FINISHED GRADE PER O N SB GRADING PLAN W T EL GARAGE FLOOR 110 15, i 2.5' BELOW GARAGE FLOOR I I BF/WO ELEVATION RND ELEVATION AT WO (XXX.X) 2. REAR PAD ELEVATION CURB 6.0" BSMT FLR b% TOPSOIL 2% 3:1 MAX E S H R M S O N E W T 11BW I I CURB TOPSOIL i7:iifk7iP1 lku- 60' PAD (UNLESS OTHERWISE NOTED) WALKOUT (WO) FINISHED GRADE PER GRADING PLAN GARAGE FLOOR BELOW GARAGE FLOOR LOOKOUT ELEVATION GRND ELEVATION AT LO (XXX.X) 2:1 REAR PAD ELEVATION 4% 2% 3:1 MAX Em. ENSURE FULL BASEMENT PADS ARE DRAINED 60' PAD (UNLESS OTHERWISE NOTED) FULL BASEMENT (FB) NOTES: 1. GRADE (999.0) BEHIND EACH HOMESITE IS THE LOW GROUND ELEVATION AND PROPOSED TOP OF TOPSOIL, SUBGRADE SHALL BE DOWN 0.50 FEET. 2. ESTABLISH FINISH GRADE AT ALL 10' FRONT YARD UTILITY EASEMENT LOCATIONS. 3. THESE DETAILS REFERENCE A 9' POURED FOUNDATION WALL, AND A 0.7' DROP FROM REAR TOP FOUNDATION TO ` GROUND ELEVATION FOR ALL LOOKOUTS AND WALKOUTS. PRELIMINARY GRADING PLAN SATHRE - BERGQUIST, INC. 0 150 SOUTH BROADWAY WAYZATA,MN.55391 (952) 476 -6000 CHANHASSEN VISTAS AT BENTZ FARMS Ncryew ���� MINNESOTA HOMESTEAD PARTNERS, LLC. RS PAP FILE NO. 37865 -001 GP GP w z Q w zz H O a 25' - 7. ' 18' 10 5F 60' 60' PAD (UNLESS OTHERWISE NOTED) LOOKOUT (LO) E HS FINISHED GRADE PER R M O N SB GRADING PLAN W T EL GARAGE FLOOR 110 15' j I� 3.0' BELOW GARAGE FLOOR +/ -3:1 MAX 1 %MIN. G CURB 6.0" TOPSOIL Em. ENSURE FULL BASEMENT PADS ARE DRAINED 60' PAD (UNLESS OTHERWISE NOTED) FULL BASEMENT (FB) NOTES: 1. GRADE (999.0) BEHIND EACH HOMESITE IS THE LOW GROUND ELEVATION AND PROPOSED TOP OF TOPSOIL, SUBGRADE SHALL BE DOWN 0.50 FEET. 2. ESTABLISH FINISH GRADE AT ALL 10' FRONT YARD UTILITY EASEMENT LOCATIONS. 3. THESE DETAILS REFERENCE A 9' POURED FOUNDATION WALL, AND A 0.7' DROP FROM REAR TOP FOUNDATION TO ` GROUND ELEVATION FOR ALL LOOKOUTS AND WALKOUTS. PRELIMINARY GRADING PLAN SATHRE - BERGQUIST, INC. 0 150 SOUTH BROADWAY WAYZATA,MN.55391 (952) 476 -6000 CHANHASSEN VISTAS AT BENTZ FARMS Ncryew ���� MINNESOTA HOMESTEAD PARTNERS, LLC. RS PAP FILE NO. 37865 -001 GP GP w z Q w zz H O a W W W W W W W W W W W W 1\ y% W W _ W W W W W W W W W W W W W W W f / / t 1 \ 1 / C Ell& 50 25 0 25 50 100 ■ � SCALE IN FEET SYMBOL LEGEND W O W W W \\\ �• \�T@,9C EXISTING MINORCONLOUR MAJOR CONTOUR �� �� - LOT LINE WATERMAIN WM WM BUILDING SETBACK BOUNDARY - - - - PARCEL BOUNDARY LINE DRAINAGE AND UTILITY EASEMENTS CURB AND GUTTER RIGHT -0F -WAY DRNNTILE W/CLEANOUTS - - - - - - - - _ - - -� - - -- BACKYARD CATCH BASIN CATCH BASIN STORM SEWER MANHOLE - -- - FLARED END SECTION W /RIP -RAP STORM STUCTURE LABEL Q2 4Q W W W W W W SANITARY SEWER MANHOLE HYDRANT _� yyM- -WM� GATE VALVE - VyM�yyM- -WM WM- WELL / W DRAIN FLOW/RUNOFF ARROW EMERGENCY OVERFLOW SWALE W W W W W W W \\ W 0 SILT FENCE -- - - - - -- W W W W W W W W W W W W 1\ y% W W _ W W W W W W W W W W W W W W W f / / t 1 \ 1 / C Ell& 50 25 0 25 50 100 ■ � SCALE IN FEET SYMBOL LEGEND DESCRIPTION PROPOSED EXISTING MINORCONLOUR MAJOR CONTOUR �� �� - LOT LINE WATERMAIN WM WM BUILDING SETBACK BOUNDARY - - - - PARCEL BOUNDARY LINE DRAINAGE AND UTILITY EASEMENTS CURB AND GUTTER RIGHT -0F -WAY DRNNTILE W/CLEANOUTS - - - - - - - - _ - - -� - - -- BACKYARD CATCH BASIN CATCH BASIN STORM SEWER MANHOLE - -- - FLARED END SECTION W /RIP -RAP STORM STUCTURE LABEL Q2 4Q SANITARY STUCTURE LABEL 3 5 SANITARY SEWER MANHOLE HYDRANT _� yyM- -WM� GATE VALVE - VyM�yyM- -WM WM- WELL DRAIN FLOW/RUNOFF ARROW EMERGENCY OVERFLOW SWALE SOIL BORING LOCATION 0 SILT FENCE -- - - - - -- -- - - ---- TREE PRESERVATION FENCE BARRICADE ® OR ® Tt OR SPOT ELEVATION TBC SPOT ELEVATION UTILITY POLE �A LIGHT POLE HANDICAP PARKING SPACE El 000000 ROCK ENTRANCE BERM 0 0 0 SILT FENCE POST GRADING SILT FENCE —BID— BIO -ROLL r CONCRETE WASHOUT INLET PROTECTION EROSION BLANKET > > EX1 5" / ' — `\\ - �\`\�AaA1RY� %/ � `+ '���\ \ �• 1 / / 1 L \ / g U yy� / r� / \ 1 7 .�, 1 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE F F OVERL4V'plg�`` � CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING i i � `��` \ � �� \\ 1 I � \ �• T OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OU EDRAWI,WNG ME NO. BY DATE REVISIONS USE (INCLUDIN G COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. TZ ___ ____ _____ ____________________________ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MV DIRECT SUPERVISION AND THATI EEas SCR -- PRELIMINARY EROSION CONTROL PLAN 37865 -001 V SATHRE - BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE o SATHRE - BERGQUIST, INC. SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS O THE STATE O MINNESOTA. BY — INDEMNIFY SATHRE- BERGQUIST, INC. OF ALL RESPONSIBILITY. o 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952)476 -6000 CHANHASSEN VISTAS AT BENTZ FARMS -- SATHRE - BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE PARTY NATHAN R. HERMAN, P.E. �'798Z cryeRS �MINNESOTA HOMESTEAD PARTNERS, LLC. ___ ____ _____ ____________________________ Date: O ,$-• Lie. No. w z z a w a U O a DRAWING NAME I NO. 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Jm ' + + + + + + + + + + + + +- 1NV:9535' (i I I INV: 9520_ j 1 I / IS \ 1 SON 11 \ \\ FE +1 -�+ + + + + + + + + + + + + + + + + --k + \ + p1T/p xWm INV:954.0� O O + + + + y\ + + + I WIZ /'0+ p+ + + + + + + + + + + + + + + + + + + + + + + I + + -- + - + + Mme O 4 4 4 4 4 1 1 1 1 1 4 _ IN Q e �� + + iii a I - W ¢ ��e Q-,p �e + O� W m / + EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPR) MATE WAY ONLA _ 2' M� 'T Q� + + + + + + + + + + + I + + + / THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE - a mJ� + d ©+ Q+ + + f+�� + i + + + + + I FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FA LURE TO EXACTLY LOCATE AND PRESERVE _A AND ALL EXISTING UTILITIES. SYMBOL LEGEND DESCRIPTION PROPOSED EXISTING MINORCONTOUR 6�R` �$6 MAJOR CONTOUR - ------� LOT LINE INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT WATERMAIN WM Wm - BUILDING SETBACK BOUNDARY - - - - - - - - - - - - PARCEL BOUNDARY LINE DRAINAGE AND UTILITY EASEMENTS ------ - - - - -- ------ - - - - -- CURB AND GUTTER RIGHTAF -WAY ----------------------------------------- DRAINTILE WICLEANOUTS - - - -y - - -- - - - -y III - BACKYARD CATCH BASIN --- CHANHASSEN CATCH BASIN --- �--r STORM SEWER MANHOLE ---- FLARED END SECTION WIRIP -RAP m „„ 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952)476 -6000 STORM STUCTURE LABEL IZI SANITARY STUCTIRE LABEL 3 5 SANITARY SEWER MANHOLE 0 acryeR6 HYDRANT -WM HOMESTEAD PARTNERS, LLC. GATEVALVE - m-M- -WM WM- WELL O �'798Z DRAIN FLOWIRUNOFF ARROW F`F�2�Q' EMERGENCY OVERFLOW SWALE UP Eor SOIL BORING LOCATION SILT FENCE -- - - - - -- -- - - - - -- TREE PRESERVATION FENCE - - - - - - - - BARRICADE ® CR ® T✓< OR SPOT ELEVATION . � � f� TBC SPOT ELEVATION UTILITY POLE �1 LIGHT POLE( HANDICAP PARKING SPACE Ell I BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS 6�R` CITY PROJECT NO. FILE NO. ......................................... INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MV DIRECT SUPERVISION AND THAT I ¢EaB 2 P -- PRELIMINARY EROSION CONTROL PLAN 37865 SATHRE - BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS O THE STACOINNESOTA. � o SATHRE - BERGQUIST, INC. m -001 ----------------------------------------- INDEMNIFY SATHRE- BERGQUIST, INC. OF ALL RESPONSIBILITY. CHANHASSEN VISTAS AT BENTZ FARMS �p m „„ 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952)476 -6000 ----------------------------------------- SATHRE - BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE PARTY NATHAN R. HERMAN, P.E. acryeR6 y MINNESOTA HOMESTEAD PARTNERS, LLC. ---- ----- -------- -------------- - - - - -- O �'798Z F`F�2�Q' UP Date: ,$�' Lie. No. Q W Q z U W a EXISTING CANOPY COVER REMOVED CANOPY COVER - - ,VA- - v////////z EXISTING CANOPY COVER \ \ \` • • 100 50 0 50 100 200 n_nl,nli �� ®in ] J IN FEET ;E LINE CANOPY COVER PER ACERAGE VERAGE 376,500 SF AREA 735,900 SF )PYCOVERAGE* 51.16% ESIDENTIAL* 35.009/o AL UPLANDAREA) ,ndscaping and tree preservation requirements. DOPY SURPLUS OR REPLACEMENT VERAGE 376,500 SF MOVED 116,205 SF NOPY 260,295 SF DPY I— yr,u—, PLAND COVERAGE) 257,565 SF DIFFERENCE 2,730 SF IF DIFFERENCE IS POSITIVE, THEN ADEQUATE EXISTING CANOPY REMAINS IF DIFFERENCE IS NEGATIVE, THEN INADEQUATE EXISTING CANOPY REMAINS & 1.2 REPLACEMENTIS NECESSARY. DRAWING NAME I NO. BY I DATE I REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS S� CITY PROJECT NO. FILE NO. TREE - SURVEY _ __ ___ ________________ INFORMATION ) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT ERS � R`1i - -- PRELIMINARY EROSION CONTROL PLAN 37865 -001 DRAWN BY SATHRE - BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS O THE STATE O MINNESOTA. w� N SATHRE — BERGQUIST, INC. NRH — INDEMNIFY SATHRE- BERGQUIST, INC. OF ALL RESPONSIBILITY. CHANHASSEN VISTAS AT BENTZ FARMS TS -1 CHECKED BY _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — SATHRE - BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE m m 150 SOUTH BROADWAY WAVZATA, MN. 55391 (952) 476 -6000 RSM DATE RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING PARTY LE NATHAN R. HERMAN, P.E. NcNFR MINNESOTA HOMESTEAD PARTNERS, LLC. — -- - -- ---------- - - - - -- FROM ILLEGITIMATE USLEY O..$— S �r�yaz s Pe�`'�� P TS- 05/16/14 Date: Lic. No. Tree Tag# Species Cal. In. Offsits Saved Removed Tree Tag# Species Cal. In. Offsite Saved Removed Tree Tag# Species Cal. In. Offsite Saved Removed Tree Tag# Species Cal. In. Offsite Saved Removed 1 BOX 10.5 10.5 -27 106 BOX 13 13 211 ELM 12 12 REM 323 WAL 15 05/16/14 15 2 ELM 20 20 107 BOX 16.5 16.5 212 ASH 14 14 324 PIN 22.5 22.5 22.5 3 BOX 12 12 106 BOX 26 26 213 ASH 16 16 325 WAL 13 13 13 4 ASH 23 23 109 BOX 18 1g 214 WIL 25 25 326 ELM 10.5 10.5 10.5 5 ELM 17.5 17.5 110 BOX 18 1g 215 WIL 44 44 327 WAL 13.5 13.5 13.5 6 BOX 30 10 111 BOX 13 13 216 WIL 22 22 328 WAL 12.5 12.5 12.5 7 BOX 15 15 112 WIL 12.5 12.5 217 WIL 12.5 12.5 329 WAL 11.5 11.5 11.5 8 COT 30.5 30.5 113 WIL 13 13 218 WIL 40 40 330 ELM 19.5 19.5 19.5 9 BOX 23 23 114 BOX 11.5 219 ASH 12 12 331 SPR 16.5 16.5 16.5 10 BOX 12.5 12.5 115 BOX 19.5 19.5 220 WIL 20 20 332 SPR 16 16 16 12 BOX 11 11 116 BOX 16 16 221 WIL 14 14 333 SPR 20.5 20.5 20.5 13 BOX 10.5 10.5 117 BOX 19 19 223 COT 65 65 334 SPR 23.5 23.5 23.5 14 BOX 13 13 119 BOX 19 19 224 WIL 40 40 335 HAC 13 13 13 15 BOX 12.5 12.5 120 WIL 36 225 BOX 24 24 336 WAL 14.5 14.5 14.5 16 COT 18 18 121 ASH 13 13 226 BOX 12 12 337 SPR 19.5 19.5 19.5 17 BOX 11.5 11.5 122 ASH 12.5 12.5 227 ELM 14.5 338 PIN 22 22 22 18 BOX 30 10 123 BOX 10 10 228 WAL 14.5 339 SPR 18.5 18.5 18.5 19 BOX 11.5 11.5 124 BOX 10 10 229 OAK 46.5 340 ELM IS 15 15 20 BOX 10 10 125 BOX 10 10 230 OAK 45.5 341 SPR 16.5 16.5 16.5 21 BOX 15.5 15.5 126 BOX 14.5 14.5 231 ELM 17 342 FIR 23 23 23 22 BOX 13 13 127 ASH 21 21 232 ELM 22 343 ASH 1 11 11 23 BOX 11 11 126 ASH 14 14 233 WAL 11.5 344 FIR 21.5 21.5 21.5 24 BOX 15 15 129 ASH 12.5 12,5 234 COT 26 26 345 FIR 24 24 24 25 BOX 11 11 130 ASH 12.5 12.5 235 WAL 19 346 PIN 27.5 27.5 26 ASH 14.5 14.5 131 ASH 13.5 13.5 236 WAL 30 348 PIN 21.5 21.5 27 BOX 14 14 132 ASH 14.5 14.5 237 WAL 18 349 PIN 26 26 26 28 BOX 20 20 133 ASH 16 16 238 SPR 17.5 350 PIN 21 21 21 29B X 25 25 134 BOX 10 10 239 SPR 10 351 ELM 10 10 10 30B X 14 14 135 ASH 11 11 240 SPR 10 352 PIN 23 23 23 31B X 14 14 136 ASH 10.5 10.5 241 SPR 10 353 PIN 27 27 32B X 18.5 117 137 ASH 16 16 242 SPR 115 354 ELM 14 14 33 BOX 17 17 138 BOX 17 17 243 BOX 244 SPR 15 12.5 355 PIN 21.5 21.5 34 ASH 11.5 11.5 139 BOX 1 356 PIN 24.5 24.5 35B X 19 19 140 ASH 19.5 19.5 245 WIL 246 COT 13.5 19 13.5 19 357 PIN 22.5 22.5 36 BOX 24.5 24.5 141 ASH 18 18 358 PIN 22.5 22.5 37 BAS 12.5 12.5 142 BOX 14 14 247 COT 246 WIL 28 28 27 359 WAL 12.5 12.5 38 ASH 14 14 143 BOX I8 18 360 WAL 1 10.5 39 BOX 11 11 144 ASH 20 20 249 COT 250 COT 15.5 .5 14 15.5 14 361 ELM 12 12 12 41 ASH 16.5 16.5 145 ASH 10 30 251 COT 12 12 362 PIN 32.5 32.5 42 BAS 13.5 13.5 146 ASH 12.5 12.5 252 WIL 17 363 WAL 11.5 11.5 43 BA 5 15.5 15.5 147 ASH 12 12 253 WAL 20.5 20.5 364 PIN 29 29 44 ASH 14.5 14.5 148 BO % 16 16 255 ELM 10.5 10.5 365 ASH 14 14 45 ASH 20 20 149 B 10.5 10.5 256 ELM 10 30 366 ELM 12.5 12.5 46 BAS 37 37 150 ASH 13 13 257 PIN 24 24 367 PIN 24.5 24.5 47B X 13.5 13.5 151 ASH 14 14 258 PIN 20 20 368 PIN 22.5 22.5 48 COT 44.5 q4,5 152 ASH 13 13 259 PIN 22 22 369 PIN 370 BOX 19 20 19 20 49B X 15.5 15.5 153 ASH 18 18 26D ELM 11 11 50 BOX 15 15 154 ASH 10.5 10.5 261 PIN 16.5 16.5 371 PIN 31 31 51 ELM 13 13 155 ASH 19.5 19.5 263 BAS 18 18 372 LOT 15 15 52 BOX 11 11 156 ASH 24.5 24.5 264 BAS 13.5 13.5 373 COT 16 16 53 BOX 13 13 157 ASH 10.5 10.5 265 ELM 21 21 374 ELM 375 BOX 16 12 16 132 54 BOX 13.5 13.5 158 ASH 10.5 10.5 266 WAL 16.5 16.5 376 ELM 31 32 32 55 BOX 11 11 159 COT 32 32 267 WAL 10 377 CRAB 14 14 56 BOX 11.5 11.5 160 ELM 10 10 268 PIN 14 14 378 CRAB 12 57 BOX 30 10 161 ASH 11.5 11.5 269 PIN 21 380 PIN ]9..5 5 19.5 58 B X 10.5 10.S 162 ASH 15 15 271 ELM 10.5 381 WAL 25 25 59 BX 30 10 163 ASH 15.5 15.5 272 PIN 21 382 SPR 11 11 60 BOX 11.5 11.5 164 BOX 15 15 273 WAL 34.5 383 PIN 27 27 61 BOX 11 11 165 ASH 14 14 274 ELM 13.5 384 PIN 36 36 62 BOX 19.5 19.5 166 ASH 17 17 275 MPR 11.5 385 SPR 11.5 11.5 63 BOX 12 12 167 ASH 15.5 15.5 276 SPR 11 386 SPR 14.5 14.5 64 BOX 11 11 168 ASH 12.5 12.5 277 SPR 11 387 SPR 12 12 65 BOX 11 11 169 ASH 26.5 26.5 276 SPR 12 388 SPR 19 19 66 BOX 11 11 170 ASH 21 21 279 SPR 10 389 WAL 15 15 67 BOX 16 16 171 ASH 16 16 290 SPR 11.5 391 SPR 13.5 13.5 68 BOX 24 24 172 ASH 16.5 16.5 393 SPR 25.5 25.5 69 BOX 10.5 10.5 174 BOX 25 25 282 SPR 10 394 SPR 25.5 25.5 70 BOX 11.5 11.5 175 ELM 10 10 263 SPR 10 395 BIR 16.5 16.5 71 BOX 10.5 10.5 176 BOX 18.5 18.5 2gq SPR 12.5 396 SPR 18 18 72 BOX 11.5 11.5 177 BOX 15 15 265 SPR 11.5 398 CHE 15 15 178 ELM 13.5 13.5 286 SPR 10.5 73 BOX 30 10 179 WIL 17 17 287 SPR 21 399 ASH 35 35 74 BOX 12.5 12.5 180 WIL 30 30 266 WIL 23 23 400 ASH 40 40 75 BOX 15 15 181 BO% 12 12 289 SPR 15 15 401 ASH 39 34 76 BOX 15 15 291 ASH 10 10 402 ASH 25 25 77 COT 58 58 182 BO% 11.5 11.5 403 ASH 22 22 183 WIL 34 34 292 ASH 11 11 404 BA 5 18 18 78 COT 79 BOX 31 12 31 12 184 BOX 18 18 293 ASH 10 10 405 ASH 66.5 68.5 185 WIL 20 20 294 ASH 16.5 16.5 80 BOX 81 BOX 12.5 30 12.5 10 186 BO% 20.5 20.5 295 ASH 296 ASH 12 16 12 16 406 ASH 407 CRAB 11.5 11 11.5 11 82 BOX 11.5 11.5 187 BO% 15 15 297 ASH 12 12 408 80X 18.5 18.5 83 BOX 11 11 188 BO% 11 11 296 ASH 13 1 409 CRAB 14 14 84 BOX 12.5 12.5 189 BOX 10.5 115 299 ASH 12.5 12.5 410 BOX 10.5 10.5 85 BOX 10.5 10.5 190 BOX 15 IS 300 ASH 10 10 411 BUR 14 14 86 BOX 12 12 191 BOX 15.5 15.5 301 ASH 12 12 412 FIR 10 10 87 BOX 30 10 192 ASH 11 11 302 ASH 12.5 12.5 413 ARE 25.5 25.5 88 BOX 11 11 193 ASH 13 13 303 COT 17.5 17.5 416 SPR 23.5 23.5 89 BOX 14.5 14.5 194 ASH 11.5 11.5 30q COT 23.5 23.5 418 BIR 12 12 90 BOX 18 18 195 ASH 12 12 305 WIL 13.5 13.5 420 PIN 16.5 16.5 91 BOX 11 11 196A H 12 12 306 SPR 11.5 11.5 421 WIL 51 51 51 92 BOX 30 10 197 ASH 11.5 11.5 307 BAS 102 102 423 LOC 20.5 20.5 20.5 93 BOX 30 10 198 BOX 19 19 308 ASH 27 27 424 SPR 20 20 94 BOX 30 10 199 BO% OX 12 12 309 ASH 10 10 426 WAL 13.5 13.5 95 BOX 12 12 200 17 17 310 ASH 16 16 427 WAL 10.5 10.5 96 BOX 11.5 11.5 201 BOX 24 24 311 SPR 11 11 428 WAL 17 17 17 97 BOX 30 10 202 BOX 21 21 312 SPR 11 11 429 ASH 19.5 19.5 19.5 203 BOX 22 22 313 PIN 12 12 430 SPR 10 10 10 98 BOX 11.5 11.5 204 BO% 24 24 314 SPR 10 10 431 ELM 12 12 12 99 BOX 100 BOX 105 11.5 105 11.5 205 BOX 12 12 315 SPR 11.5 11.5 432 MAP 18.5 18.5 18.5 206 ASH 12 12 316 SPR 15.5 15.5 433 SPR 11.5 11.5 11.5 101 BOX 11 11 207 BOX 12 12 317 SPR 12.5 12.5 434 ASH 13 13 13 102 BOX 18 18 208 ASH 17.5 17.5 318 BOX 114 114 435 PIN 18.5 18.5 18.5 103 BOX 11 11 203 ASH 14 14 321 ELM 14 14 104 BOX 105 BOX 14 11.5 14 11.5 210 WIL 36 36 322 WAL 13 13 471 ASH 475 BOX 489 SPR 498 SPR 512 SPR 518 BIR 520 SPR 526 SPR 30 10 10 15 15 15 15 15 23 23' 11.5 11.5 19.5 19.5 16.5 16.5 16.5 10 10 7240.5 325 4545.0 2695.5 Total On -Site 7208 inches Total Removal 2695.5 inches Removal Percentage 37.4% 11 MAP 40 BOX 118 BOX 254 PIN 262 PIN 270 BOX 319 PIN 320 BOX 347 ELM 379 WAL 390 SPR 392 SPR 415 SPR 422 ARB L -14 -10.5 - 31.5 - -�� . -_ ♦\ -16.5 -13 -15 O DENOTES SAVED TREE -15.5 I REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF INFORMATION ) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE - BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE- BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE - BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM IOLREGITMATE USE. -13 0 DENOTES REMOVED TREE 13 O DENOTES DISEASED TREE 13 _ _ - __ _ _ -- -12'5 O DENOTES OFFSITE TREE -27 CHANHASSEN MINNESOTA NRH -15.5 CHECKED BY o ,,,, m NcNFR s 80 40 0I 40 80 1160 H ❑ ❑ ❑ ❑ ❑ ALE IN FEET . 7 I \ DRAWING NAME J NO. BY I DATE I REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF INFORMATION ) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE - BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE- BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE - BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM IOLREGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWJOE ST�OMINNESOTA. rum R` Fi- N SATHRE - BERGQUIST, INC. CITY PROJECT NO. PRELIMINARY EROSION CONTROL PLAN VISTAS AT BENTZ FARMS HOMESTEAD PARTNERS, LLC. FILE NO. 37865 -001 TREE - SURVEY _ _ - __ _ _ -- ___ _ _ _ - -- ________________ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - ---------- - - - - -- DRAWN BY CHANHASSEN MINNESOTA NRH TSLTS CHECKED BY o ,,,, m NcNFR s 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 -6000 m Pev`'�� P REM DATE NATHAN R. HERMAN, P.E. Date: OS- S Lic. No. �r�yaz 05/16/14