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CAS-15_PLANNING CASE NO. 2021-15COMMUNITY DEVELOPMENT DEPARTMENT Planning Division - 7700 Market Boulevard CITY OF CHMHASSEN Mailing Address - P.O. Box 147. Chanhassen, MN 55317 Phone: (952) 227-1100 / Fax: (952) 227-1110 0 - i APPLICATION FOR DEVELOPMENT REVIEW I Submittal Date: `e I I I PC Date' I QL, CC Date�qI r) I 60 -Day Review Date: (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) ❑ Comprehensive Plan Amendment ......................... $600 ❑ Minor MUSA line for failing on-site sewers ..... $100 ❑ Conditional Use Permit (CUP) ❑ Single -Family Residence ................................ $325 ❑ All Others......................................................... $425 ❑ Interim Use Permit (IUP) ❑ In conjunction with Single -Family Residence.. $325 ❑ All Others......................................................... $425 XRezoning (REZ) ❑ Planned Unit Development (PUD) . ❑ Minor Amendment to existing PUD ® All Others ........................................ ❑ Sign Plan Review .................................. ❑ Site Plan Review (SPR) Subdivision (SUB) Create 3 lots or less ........................................ $300 ❑ Create over 3 lots .......................$600 + $15 per lot ( lots) ❑ Metes & Bounds (2 lots)..................................$300 ❑ Consolidate Lots..............................................$150 ❑ Lot Line Adjustment.........................................$150 FinalPlat... ....................................................... $700 (Includes $450 escrow for attorney costs)` Additional escrow may be required for other applications through the development contract. $750 ❑ Vacation of Easements/Right-of-way (VAC)........ $300 $100 Additional recording fees may apply) $500 Variance (VAR) f.f �: e 4(e,` $200 .................. $150 ❑ Administrative.................................................. $100 ❑ Commercial/Industrial Districts' ...................... $500 Plus $10 per 1,000 square feet of building area: ( thousand square feet) Include number of existino employees: Include number of new employees: ❑ Residential Districts ......................................... $500 Plus $5 per dwelling unit (— units) ❑ Wetland Alteration Permit (WAP) ❑ Single -Family Residence ............................... $150 ❑ All Others ....................................................... $275 ❑ Zoning Appeal ...................................................... $100 ❑ Zoning Ordinance Amendment (ZOA) ................. $500 NOTE: When multiple applications are processed concurrently, the appropriate fee shall be charged for each application. Notification Sign (City to install and remove)$200 Property Owners' List within 500' (City to generate after pre -application meeting) .............. �............ 2-..e-). .... $3 per address (221 addresses) - ❑ Escrow for Recording Documents (check all that apply) ..................................... ............................. $50 per document ❑ Conditional Use Permit ❑ Interim Use Permit ❑ Site Plan Agreement ❑ Vacation ❑ Variance ❑ Wetland Alteration Permit ❑ Metes & Bounds Subdivision (3 docs.) ❑ Easements ( easements) ❑ Deeds TOTAL FEE: Description of Proposal: Property Address or Location: "I 17 hal F— LCCA e k)- c - Parcel #: f Legal Description: 5e= h2Ri�ti J`L Total Acreage: , 0 Wetlands Present? XYes ❑ No n Present Zoning: {�.� R c J) � E`�r ud r ��equested Zoning: t — � �� FX -J 15+ R5 Present Land Use Designation: L.-, Q.411 , Requested Land Use Designation: Lo�J l%Lrd,>th Existing Use of Property: t 5." 1r�,, `6 -1," Check box if separate narrative is attached q1P Section 3: Property Owner and Applicant Information APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: '=A. �/lv?�ri ,��X 4 &V (o, Contact: ` _ l ` 'tel J Address: go L iS11, 4­4�, L Phone: to \2 Y6 /5 City/State/Zip:�-t "'iL ��n� 5 t Cell: -L- Email: JL- J-i-iio cj L & Fax: Signature: �01 � Date: I e� 2 / PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do. authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. 1 Name: l�tc C��!✓-i V' Contact: 1 1N -f QI%l Address: Jj A f �( - c,,1 k et onIt' LO Phone: City/State/Zip:yJ S-00 Cell: Email: Adam✓` hl�, e l? �� C -�✓� Fax: Signature: Date: This application must be completed in full and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements and fees. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (if applicable) Name: l� +kms (- L : -� :.� z .'v Contact: Ili�1(r— Address: �? ��� r`'L 0,,Q_ 4'J r-t*-etkPhone: b j) `7 5 g 3�- City/State/Zip: �'t .., r-�� llL�--` SS i5 "'� Cell: Email. I -Q L . a,, Fax: Section 4: Notification Information Who should receive copies of staff reports? 'Other Contact Information: ❑ Property Owner Via: ❑ Email ❑ Mailed Paper Copy Name: Applicant Via: KEmail ❑ Mailed Paper Copy Address: Engineer Via: ,Email ❑ Mailed Paper Copy City/State/Zip: Other` Via: ❑ Email ❑ Mailed Paper Copy Email: INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing. 1 EAGLE BLUFF CHANHASSEN, MINNESOTA 4- - l WETLAND 1 i MANAGES - CITY, MEDIUM - RPBCWD i ,iBUFFER REQUIREMENTS: / F I 30'MIN .,40'AVG., 80'MAX-RPBCWp F 25'MIN.+30, SBK - CITY 1 F %% --- INFILTRATIpN BASIN 1 / BLOCK -e O — - --- �W _ WL _WLR. OUTLOT A C � WETLAND 2 a, L / MANAGE I - CITY, MEDIUM - RPBCWD / BUFFER REQUIREMENTS: s20'MIN.,40'AVG., 80'MA%-RPBCWD / 0% 25' MIN. + 30' SBK - CITY v Ar I N � I I j i \ N2 T 1 _-- -� Z� 129. `J" r /Li a ���Vmoo B,ARBARA�� gPN- DR. >� I� i c J f w YID { 3 <' b C) \c / P o ' L/ i/j!r �S .ley oP E `T o Q 101 s. w. vi c z <A °AI� —� � 18 y� (_YMAPJ I�, J � I BLVD. 148, FIELD 146. o Y WAY % `? SUNNYVP E.SDA. CIR. �t DEERFOOT� O J 7R. �/ L c K • 37 Rile' 146. PARKLAND WAY 212 yam �� 147. S!-IOREVIE'W CL L LA. 148. GREEN\IEW DR. DR. PROJECT ����_ N DR LOCATION % Ao W 96th ST_ EASTWOOD MEADOWLARK 4 CI. ' LLA / 1 � 17 ' PINEV!EW 14 _ y HOMES7EAO a C® 7.— 14 _� Z TR. W -� PIONEER � N . �e,•�;; 02 c3 0� og' O BRAMBLE . w ( � VICINITY MAP NOT TO SCALE SHEET INDEX NO. COVER SHEET 1 EXISTING CONDITIONS SURVEY 2 DETAILS 3 PRELIMINARY PLAT 4 SITE AND UTILITY PLAN 5 GRADING, DRAINAGE AND EROSION CONTROL PLAN 6 TREE CANOPY COVERAGE PLAN 7 WETLAND MANAGEMENT PLAN 8 CITY OF CHANHASSEN RECEIVED JUN 19 2021 CHANHASSEN PLANNING DEPT DEVELOPER SCHUTROP BUILDING & DEVELOPMENT CORPORATION 540 LAKOTA LANE CHANHASSEN, MN 55318 CONTACT: MARTY SCHUTROP CONSULTANT ALLIANT ENGINEERING, INC. 733 MARQUETTE AVENUE SUITE 700 MINNEAPOLIS, MN 55402 PH: 612-758-3080 FX: 612-758-3099 ENGINEER MARK RAUSCH LICENSE NO. 43480 EM: mrausch@alliant-inc.com SURVEYOR DAN EKREM LICENSE NO. 57366 EM: dekrem@alliant-inc.com N 0 25 50 100 SCALE IN FEET ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com I hereby certify 1 specification, or prepared by me direct supervisior am a duly Licen PROFESSIONAL EN the laws of the MINNESOTA Q 0 N LL Z LL m N W N J Q Q r W 0 I hereby certify 1 specification, or prepared by me direct supervisior am a duly Licen PROFESSIONAL EN the laws of the MINNESOTA hat this plan, report was or under my and that I led GINEER under State of MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 6-18-2021 CITY SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: TAS PROJECT NO: 221-0104 1 SHEET 1 0 F 8 J Z LL ~ W Q W Z _ oC O a U hat this plan, report was or under my and that I led GINEER under State of MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 6-18-2021 CITY SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: TAS PROJECT NO: 221-0104 1 SHEET 1 0 F 8 Property Card Parcel ID Number 250240811 Taxpayer Information Taxpayer Name BLACK CHERRY DEVELOPMENT LLC 9611 MEADOWLARK LN CHANHASSEN, MN 55317 - Property Address Address 9197 EAGLE RIDGE RD City CHANHASSEN,MN 55317 wi I Parcel Information Uses Res 1 unit GIS Acres 4.1 Net Acres Deeded Acres 3.67 Plat Lot Block Tax Description P/0 S 732.28' OF N 762.28' OF SWI/4 SW1/4 LYING E OF W 271.79' THEREOF & WLY OF CENTERLINE Building Information Building Style 1 Story Frame Above Grade 1454 Finished S Ft Bedrooms 3 Year Built 1987 Garage Y $185,900.00 $250,000.00 Date of Sale 12/18/2020 Building Miscellaneous Information School District 0112 Watershed District WS 064 RILEY PURG BLUFF Homestead N Green Acres N Ag Preserve N Assessor Information Estimated Market Value 2020 Values (Payable 2021) 2021 Values (Payable 2022) Last Sale Land $185,900.00 $250,000.00 Date of Sale 12/18/2020 Building $312,900.00 $284,000.00 Sale Value $451,000.00 Total $498,800.00 $534,000.00 The data provided herewith [sic( rat a ence purposes only. This date is not suitable for legal, engineering, surveying or other similar purposes. Carver County does not guarantee the accuracy of the information contained herein. This data Is furnished on an as is basis and Carver County makes no representations or warranties. either expressed a implied, for Me memhartabilty or fitness of the rtlormalian provided for any purpose. This disclaimer is provided pursuant to Minnesota Statutes §466.03 and the user of the data provided herein acknowledges that Carver County shall not be liable for arty damages, and by using this data many way expressly waives all claims, and agrees to defend, indemnify, and hold harmless Carver County. is ofcials, officers, agents, employeesa , etc fru any and all claims brought by anyone who uses the information provided for herein, its employees or agents, or third parties which arise out of uset's access. By acceptance of this data, the user agrees not to transmit this data or provide access to it a any part of it to another party unless the user includes with the data a copy of this disclaimer. Friday, July 2, 2021 Carver County, MN RIM 9!9 b5 _ INV906 fi6(OUi)� F I\ 11 x \YI \\I I % I\ 'I I 1 R/M 925 74 'NV -gp3 56 � •� S. LINE OF THE N. 30 FEET ' / 4'_1r \ PROPOSED DRIVEWAY ��� i� \ / EASEMENT L 1 / WETLAND ( ©. O a S. LINE OF THE NI87 IL p - ' 287-75 � � _ _ �/ S89 4 L O r/n l ., LO W i 4E f 3 N I WALL IS 1.2 - ( EAST OF Q 4' PROPERTY ,,,,,F �„ LINE PIPES BOULDERRtTAINI/ % 1 WA, I N89053'00"W 16.00 - I EXISTING CONDITIONS SURVEY I IW j! N. LINE OF SW 1/4 t' WROUGHT FENCE, I p r- OF THE SW 1/4 OF / I - N. LINE OF S. 732.2E / FEET OF N. 762-38.F 89°53'00" SEC. 24-� SPOUT � I /�'-EDGE OF WATER -� j Y r:DGE OF WETLAND i EAGLE RIDGE R`IPD SPOUT--' �+ WELL STING H f o cV TE 926.0 B 6, /r 48i1S� CFE 92C5 LIE 9173 PVC ji •.1 •.1:.1 •: 1 6�1 Z N TRAQT A _ m N 4 N I fwD�E, li> � M X E-L v �r Lo -PGE-Oi WATER-� - l N w< / 4.O -- n 3 w r'� N S / W 0 LO C1 CV) / Eif DGE OF �� WETLAND00 -- N toy o II A 00 It 1 --� -----� ----- ------71 79- - - ---� - -- //�.� / CC EDGE WETLAND LEGAL DESCRIPTION Tract A: That part of the south 732.28 feet of the north 762.28 feet of the Southwest Quarter of the Southwest Quarter, Section 24, Township 116 North, Range 23 West, Carver County, Minnesota, lying east of the west 271.79 feet thereof and westerly of the centerline of State Highway No. 101 EXCEPT that part thereof described as follows: That part of the north 180 feet of the east 16.00 feet of the west 287.79 feet of the Southwest Quarter of the Southwest Quarter, Section 24, Township 116 North, Range 23 West, Carver County, Minnesota, lying south of the north 30.00 feet thereof. Tract B That part of the west 271.79 feet on the north 762.28 feet of the Southwest Quarter of the Southwest Quarter, Section 24, Township 116 North, Range 23 West, Carver County, Minnesota and that part of the North 30.00 feet of said Southwest Quarter of the Southwest Quarter, lying east of the west 271.79 feet thereof and westerly of the centerline of the State Highway No. 101 described as: That part of the north 330.00 feet of the east 16.00 feet of the west 271.79 feet of the Southwest Quarter of the Southwest Quarter Section 24, Township 116 North, Range 23 West, Carver County, Minnesota, lying south of the north 180 feet thereof. EXCEPTING from the above Tracts A and B the following: That part of the Southwest Quarter of the Southwest Quarter of Section 24, Township 116 North, Range 23 West, shown as Parcel 71 B on Minnesota Department of Transportation Right of Way Plat Numbered 10-19 as the same is on file and of record in the office of the County Recorder in and for Carver County, Minnesota. And also excepting: That part of the South 732.28 feet of the North 762.28 feet of the Southwest Quarter of the Southwest Quarter of Section 24, Township 116 North, Range 23 West, Carver County, Minnesota, lying westerly of the westerly right of way line of Trunk Highway No. 101, Minnesota Department of Transportation Right of Way Plat no. 10-19, 10-46 and 10-47 according to the recorded plats thereof, Carver County, Minnesota, and easterly of the following described line: Commencing at the intersection of the South line of said North 762.28 feet and said westerly right of way line; thence on an assumed bearing of North 89 degrees 53 minutes 00 seconds West for a distance of 16.48 feet along said south line to the point of beginning of the line to be described; thence northerly 360.89 feet along a non-tangential curve, concave to the east, central angle 23 degrees 12 minutes 25 seconds, radius 891.00 feet, chord bearing North 02 degrees 01 minutes 29 seconds West; thence North 09 degrees 34 minutes 44 seconds East 361.10 feet; thence North 10 degrees 37 minutes 41 seconds East 18.22 feet to the North line of the South 732.28 feet of the North 762.28 feet and said line there terminating. And also excepting Parcel 271 B on Minnesota Department of Transportation Right of Way Plat Numbered 10-47, Carver County, Minnesota. 0 d I 1. This survey and the property description shown herein are based upon information found in the owner's policy prepared by Carver County Abstract & Title , Co., Inc. as issuing agent for Chicago Title Insurance Company, j 1 j 1 N Commitment No. CA 32333, dated January 27, 2021. i 2. The locations of underground utilities are depicted based on information from Gopher State One Call system for a I "Boundary Survey locate". The information was provided by a combination of available maps, proposed plans or city irecords and field locations which may not be exact. Verify all utilities critical to construction or design. I I 3. The orientation of this bearing system is based on the Carver County Coordinate System NAD83 (86 Adj.). 1 f 4. All distances are in feet. S LINE OTHE N- 1 MODULAR BLOC / _/ 5. The area of the above described property is 178,628 square feet or 4.1 acres. I ( � RETAINING + WALLS % 6. Benchmark: Top nut of hydrant on the northwest side of the the southern most cul-de-sac of Eagle Ridge Road has an elevation of 900.07 feet NAVD88. `I 7. Wetlands shown hereon were delineated by Kjolhaug Environmental Services. 0 LEGEND ;�,-i, �.i, .�,.,,v',,, iiii'. ;;io.iiii�,a i,,,i,, <-ice•,, :�,�i, /, ,ii,. O SET CAP IRON MONUMENT 57366 • FOUND IRON MONUMENT 0 SET MAG NAIL z} HYDRANT R WATER VALVE T TELEPHONE BOX ® HAND HOLE E LIGHT POLE OO CURB STOP n SIGN L_] CATCH BASIN \ DECIDUOUS TREE CONIFEROUS TREE SHRUB EM ELECTRIC METER G UNDERGROUND GAS ----I --- WATERMAIN D SANITARY SEWER E UNDERGROUND ELECTRIC ----Fo---- UNDERGROUND FIBER OPTICS X FENCE WETLAND DELINEATION - EDGE OF WATER l Y1 EDGE OF TREES BITUMINOUS GARDEN AREA CONCRETE S LINE OTHE N- 76228 I i FEET S89053' �`E 243.11 I I_\ I I I ! I\I \ 0 30 60 120 1 V` SCALE IN FEET LEGEND ;�,-i, �.i, .�,.,,v',,, iiii'. ;;io.iiii�,a i,,,i,, <-ice•,, :�,�i, /, ,ii,. O SET CAP IRON MONUMENT 57366 • FOUND IRON MONUMENT 0 SET MAG NAIL z} HYDRANT R WATER VALVE T TELEPHONE BOX ® HAND HOLE E LIGHT POLE OO CURB STOP n SIGN L_] CATCH BASIN \ DECIDUOUS TREE CONIFEROUS TREE SHRUB EM ELECTRIC METER G UNDERGROUND GAS ----I --- WATERMAIN D SANITARY SEWER E UNDERGROUND ELECTRIC ----Fo---- UNDERGROUND FIBER OPTICS X FENCE WETLAND DELINEATION - EDGE OF WATER l Y1 EDGE OF TREES BITUMINOUS GARDEN AREA CONCRETE Street PE D&U Variable I Easement 6' Metal fence post l Variable denoting curb box, I top 6" painted blue. Curb box with 1 1/4" standpipe and stationary rod ------ Water Service g 1" ID PE/HDPE or PEX Pipe 200 PSI rating r� ,"--1"141" Corporation Cock Concrete brick support min. size 3" thick & 32 Sq, In. Water Main NOTES: 1. Do not plug end of curb stop. 2. Add 6" crimped pigtail to curb stop. 3. The service line between the main shutoff corp. and curb box shall be one continuous seemlees piece of pipe, couplers will not be permitted 4. Corporation cock to be of the quick compression type as stated in section 2.11 of the watermain specifications. 5. All taps require use of stainless steel saddles on all mains. 6. Saddles shall be Smith Blair 371-372 or approved equal as per section 2.14 of the watermain specifications. 7. install Tracer Wire System as per Detail Plate 5505, Cfff OF TYPICAL U WATER SEN SERVICE REVISED: 12-19 PLATE NO.: ENGINEERING DEPARTMENT 1005 FILE NAME: G: \ENG\SPECS\1005 10' OVER FROM Plt NO CONCRETE CURB & GUTTER 1 iu 50' MAX DRIVEWAY WIDTH INSIDE PROPERTY IF HARDCOVER ALLOWS Y Sidewalk Approx. l 24' MAX WIDTH AT R.O.W. Loaationin R.O.W. .......... ------------- ____ _ - R.a:W:._ _ FROM INVERT TO 3' ABOVE Elevation at C.L. of Sewer Main___ Distance from Sewer Main to Cleanout_______ FINISH GRADE TOP 6" PAINTED 3, BOX INSTALLED OVER WATER SERVICE EDGE OF EX. PAVEMENT Downstream Manhole No._______ YB" SAWCUT LINE END OF DRIVEWAY SAWCUT ALL STREET PATCH AREAS AND TACK BEFORE PAVIND. HODA ok SHUMNNOIS STREETS CONTRACTOR MUST SAWCUT AND REPLACE MIN IT STRIP OF STREET SECTION WITH WEAR PAVEMENT TO MATCH EXISTING STREET SECT" THICKNESS.. DRIVEWAY THICKNESS To THE RIGHT OF WAY SHALL BE A MINIMUM OF 2-2" NETS OF 07UMINOUS WITH 6' OF CLASS 5 FOR BASE IF WtAIEft SHUTOFF IS IN THE DRIVEVIAY PAVEMENT A COVER AS M E11OUA T1:1R6D BY ii EilUAL SHALL. BE INSTALLED, MCOONALD `14M1A SERIES WITH ANS OPENING FRAME fly IF A RADIUS IS INSTALLED. A MIN. OF S RADIUS IS REQUIRED. CONCRETE CURB & GUTTER I 10' OVER FROM Pfi i 50' MAX DRIVEWAY WIDTH INSIDE PROPERTY IF HARDCOVER ALLOWS Z I 24' MAX WIDTH IN R.O.W. R.fa wRA.W. �81i(IIIH►1S1iil 3 _ --3'� BACK OF CURB 3 r ' 4 a ON , 4 .. o BOR INSTALLED OVER WATER SERVICE DRIVEWAY T3{IGKNESS IN R.O.W. SCALL BE A MINIMUM OF 2-2' UFiS OF BITUMINOUS WITH 8' OF GLASS 5 FOR BASE • IF THE CURB NEEDS TO BE. REPLACED THEN THE ABOVE DETAIL FOR STREET REPLACEMENT :SHALL. BE USED AND THE EMIN1G CURB SECTION LEFT INPLACE MUST BE A MINIMUM OF 5• TO THE NEXT JOINT. SAWCUT IF RISS THAN 5' OF CURB WEL REMAIN TO THE NEXT "Iff AND THE GUTTER LANE MAINTAINS PROPER DRAINAGE. OT14ERVASE REMOVE TO THE NEXT FLU JOINT, IF WATER SHUTOFF IS IN THE DRIVEWAY PAVEMENT A COVER AS MANUFACTURED BY MCOONALD 74MI:A SERIES WUH AN 8' OPENING FRAME & COVER OR TONAL SHALL BE INSTALLED - IF A RADIUS is INSTALLED, A MIN. OF 3' RADIUS IS REQUIRED. SAD OF RESIDENTIAL BITUMINOUS DRIVEWAY ENTRANCES CME WITH AND WITHOUT CURBS REVISED: 12-19 ENGINEERING DEPARTMENT PLATE NO.: NAME:G:\ENG\SPECS\5209 [FILE520 CL 0 D&U EASEMENT VARIABLE i SERVICE MARKERS SHALL BE SEWER, WATER OR COMBINATION SERVICE (CIRCLE ONE House #---_-_---- Street Name _----------------_-_, PID #---------- METAL. TEE POSTS INSTALLED SEWER: Downstream Manhole No.—_--___ FROM INVERT TO 3' ABOVE Elevation at C.L. of Sewer Main___ Distance from Sewer Main to Cleanout_______ FINISH GRADE TOP 6" PAINTED Length, Size and Type of Service Pipe_____________________ _ Depth at P.L. (Finish Surface to Invert) _—_____ GREEN.(SEE NOTE #2 BELOW) WATER: Downstream Manhole No._______ _ -a, Depth at P.L. (Finish Surface to Curb Stop block) ______ I— Denotes Sewer Service End Q -Denotes Water Service End (SHOW SKETCH WITH TIES HERE) v a Contractor Foreman Tied by Date Location and Depth of Service Certified by NOTE: Service ties shall be swing ties of not more than 100' in length between tie points and shall be tied to permanent OVERLAP ON TEE POSTS c Z WYE PLUGGED END V �81i(IIIH►1S1iil -'45 DEGREE BEND REVISED: 11-19 ENGINEERING DEPARTMENT PLATE NO.: 5221 FILE NAME: G: \ENG\SPECS\5221 CZ C -+wuwrv'v rt 6" PVC SDR -26 PIPE MIN. SLOPE 1144 PER FOOT 1/2 PIPE DIAMETER MIN, I~ a L " SANITARY SEWER S' MIN. DEPTH. Right-of-way GRAVITY MAIN VTE , 1. SOLVENT WELD ALL JOINTS. (NON GASKETED) 2. WHEN SANITARY SEWER SERVICE iS NOT ACCOMPANIED BY A WATER SERVICE IN THE SAME TRENCH, INSTALL A HEAVY METAL TEE POSTS FROM INVERT TO N ABOVE FINISHED GRADE ANO PAiNT TOP 6" OF POST FLUORESCENT GREEN PAINT, 3. CUEANOUT REQUIRED ON PRIVATE PROPERTY IF DISTANCE FROM MAIN TO HOUSE EXCEEDS 90 FEET. 4, ALL PIPE SHALL BE BEDDED ON GRANULAR BEDDING (3149.2-F) OR COURSE FILTER AGGREGATE (3149.2-H). 5. INSTALL TRACER MARE SYSTEM PER SPEC'S — DETAIL PLATE 5507. 8, WHEN A SIDEWALK OR TRAIL IS PRESENT iN THE BLVD, THE SERVICE MAY BE EXTENDED INTO THE D&U EASEMENT WITH THE CITY ENGINEERS APPROVAL. affOF TYPICAL SANITARY SEWER SERVICE CIMEN( LESS THAN 1C DEEP) REVISED: T1-19 PLATE NO.: (-� (�� ��11 t FILE NAME: G:\ENG\SPECS\2001 ENGINEERING DEPARTMENT GUR1 i CITY PROJECT NO. CITY OF CHANHASSEN SEWER, WATER OR COMBINATION SERVICE (CIRCLE ONE House #---_-_---- Street Name _----------------_-_, PID #---------- Lot____ Block_____ Plat/Addition Name -__--_____-_-_-_-_-----__— SEWER: Downstream Manhole No.—_--___ Sta. at P.L. from Downstream Manhole _____+______ Elevation at C.L. of Sewer Main___ Distance from Sewer Main to Cleanout_______ % of Grade for Service to be installed_________ Length, Size and Type of Service Pipe_____________________ _ Depth at P.L. (Finish Surface to Invert) _—_____ Main to Riser Horizontal Distance----__, Riser Vertical Height __—___ WATER: Downstream Manhole No._______ Sta. at P.L. from Downstream Manhole _____+_ ___ Length, Size and Type of Service Pipe_____________________________ Depth at P.L. (Finish Surface to Curb Stop block) ______ I— Denotes Sewer Service End Q -Denotes Water Service End (SHOW SKETCH WITH TIES HERE) v a Contractor Foreman Tied by Date Location and Depth of Service Certified by NOTE: Service ties shall be swing ties of not more than 100' in length between tie points and shall be tied to permanent structures such as building corners, valve boxes, manholes, catch basins, hydrants, etc. Ties to trees, power poles, property corners, telephone or utility boxes will not be accepted. If a permanent structure is not avoilble within the 100' length a third tie of not marethan 150' shall be su IOa led �rp�oriinntt ,1111 OF STANDARD SERVICE �81i(IIIH►1S1iil TIE CARD REVISED: 11-19 ENGINEERING DEPARTMENT PLATE NO.: 5221 FILE NAME: G: \ENG\SPECS\5221 SAWCyT LINE \----.. DOG LEG JOINT tJ4il Dn pltMRr¢uws #temotA edNtssfar leaAt Aapt and rople#e NO" Iii' MI of Motor Notation with Mane bovocent Type to tntiNih ee siing'AA"ast saallon. Now Cabsrets at sway X004 be bdoot bask O:6' ho* alet" bituminou• Pavement. aREepe Ortvawa aw thl'"aNAuO m bo w wetues Of 8' Of Fanarete with 5' of shoe 5 W0004 a 6" e UAa #4 0/2') "iror arae rah - met ift Me,* ptoNeW 4:e en centers. it water shutoff to k the 40MAOy atwor of A aav r ON, NxsdMTdsTured by -000,o14 14mto ewiMc 2^ 6 with wW $" cG.,hmj Ms". ds saver m without 0000 be 1000"d, If oteol Is k.aNA ea, o mi lMum of s is ymy eaa. -0 ITS i DYER FROM Pfd CONCRETE CURB & GUTTER -•=SAW OR HAND TOOL CONTRACTION JOINTS 1f3 THE THICKNESS OF THE SLAR. 6' AN, EXPANSION JOINT @ BACK i� APRON 24 'MAX WIDTH AT RAW. SIDEWALK IN R.O.W. I RHht-of•-Wap T4� �AJDIN4 SPdSGNQ'a a SACK OF CURB 1 ata° ROUNDEDD� T \-BOX INSTALLED OVER WATER SERVICE f511 footwoogwae wad Topless, Mh Is" FAP of obwet eecrtkm with asset ba hwy type to Mato awth; 44"t action. po"o no thl .0" #hea be A NiMiIXI *14' of Qfk4refo *Rfi 6" 0 Gate $ fbt its" BxlwtMag oanarote 44rb tlaioN Nit'. £4 be w oolneoam of W to iB• nest tt wTrgvt a e6A rtt sd9e Ii masa Dlml W ie NPk! IaryptµocA A• loop f+of4r H INg3N4eb�od. aihmwNe tuNaea to ttla Nmt tuq w, Use #4 (L/ l In MOM b13s ey O 2' on a sba, "I end #waxy this "flag Nsoah to a w AREBAR a -. to a Mill dePD, of 4" a • 6^ PNeta aP4^#fafl TCR b"d T ssys0bea, aHp flew to vkhaoy 14101100M w C if wtltet #hutFM M to the mTI O e• nNyw wad by meskyald 14MIA Amiss with oP IF cpwi#ag Soma & sass m *000 1M kit H rmilue IN herelador ea hg ark IN at 14 AawaW #. rmrww rf abOng Fare Mi Root of 1 drTwwAy bail tddNA 1n r e, 2.D Hy;APMK sub must be pow of momattekw y with &iwwag ow,io olowa Mob may be bowed separately_ NTS R a Reacts Is NAstd0 a, a MBwmum �r RadW4 to Roaeked. affof CONCRETE RESIDENTIAL DRIVEWAY ENTRANCES OMEN WITH AND WITHOUT CURBS REVISED: 12—i9 ENGINEERING DEPARTMENT PLATE NO.: FILE NAME- G: ENG\SPECS 5206NN �� 1"-2" CLEAN CRUSHED ROCK ♦:. • • �! • MIN.6" SUBCUT DEPTHFOR ROCK MIN.10"SUBCUT.DEPTH FOR WOODCHIPS 18" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC (MNDct TYPE 5) 09\\A N\MOM 20 M\ NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. Cfff OF ROCK CONSTRUCTION s� ENTRANCE REVISED: 12-19 PLATE NO.: ENGINEERING DEPARTMENT 5301 FILE NAME: G: \Elti \SPECS\5301 SAMPLE EROSION CONTROL MAINTAIN A 16 FOOT BUFFER PLAN FOR INDIVIDUAL LOTS BETWEEN EDGE of WATER AND DISTURBED StNL 2 ROWS OF TYPE 2 HFtAV _ _ PERIMETER CONTROL 5 A LOT 1 • StjRFACE WATER OR WATERWAY ^ CONTROL SURFACE WREP.R�JAt NT ,".: ^�......_ see detak Y 5300 OPTION I - CRESCENT OVER--L-LAP AT PROPERTY LLINE�CE i+,^aY /LOT ROOF PERIMETER GQ�� \ D IIvE LOT 3 - J -HOOK SILT FENCE E TOGETHER AT PROPERTY LINE LEGEND Them standard symbols will be found in the drawing. SILT FENCE ° STRAW MULCH ,A, SURFACE WATER WATER FLOW 8p� "CURB & CUTTER OVER -LAP SILT FENCE a --__ STREET STORM SEWER INLET ENTRANCE SEDIMENT CONTROL WTMCO OR SIMILAR INLET PROTECTION DETAIL 5302A s Water resources staff must be contacted before any/oll dewatering activity IN Perimeter sediment controls are necessary at downsloping property and street i edges. Nate that sediment controls need to provide containment by turning perimeter controls upslope—into property. Perimeter controls can include filer logs, mulch berms and/or slit fence. 4 See MNDot spec. 3897 & 2573. Temporary stockpiles cannot be placed In drainage swales, surface waters, or on public streets, and must have perimeter control EROSION CONTROL • Topsoil—Site has a minimum of 6 inches of topsoil * Construction entrance -1 to 2" clean crushed rock at a depth of 6 Inches. e House Roof Perimeter—Straw mulch at 2 inches deep around house directly below roof line. If house has rain gutters, downpouts need energy dissipation. * Slopes—Steeper than 4:1 with positive grade to surface waters of the state need erosion control blankets and temporary or permanent seeding. • See MNDot Spec. 3885 & 2575. It Swales—Need blankets over final 200'. ' Swales—Need check doms if slope is 4:1 or greater. Cil! OF EROSION CONTROL FOR s]N INDIVIDUAL LOTS (TYP.) REVISED: 1-21 ENGINEERING DEPARTMENT PLATE NO-: 5302B FILE NAME: G: \ENG\SPECS\53026 ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com a f - NO CONCRETE CURB & GUTTER TIL Z LL M� W LJJ a. 10OVER PROW PA I t 0 SAW 'OR HAND TOOL CONTRACTION JOINTS a W v a it3 THE THICKNESS OF THE SLAB. I 6 a Z ILL `Max xfoDi AT Rs w. BOX INSTALLED INSTALLED avER WATER SERVICE4 CZ C J W I~ a L " S' MIN. DEPTH. Right-of-way a a^ ---^S MAX �� pANSI JOINT 0 6Act( APRON ° +a 4 JOINT SPACING? pp 1 Ti 0.5` a •S� y ' JZ # a a d EDGE OF "'""' EX. PAVEMENT END OF ORIVEWAY SAWCyT LINE \----.. DOG LEG JOINT tJ4il Dn pltMRr¢uws #temotA edNtssfar leaAt Aapt and rople#e NO" Iii' MI of Motor Notation with Mane bovocent Type to tntiNih ee siing'AA"ast saallon. Now Cabsrets at sway X004 be bdoot bask O:6' ho* alet" bituminou• Pavement. aREepe Ortvawa aw thl'"aNAuO m bo w wetues Of 8' Of Fanarete with 5' of shoe 5 W0004 a 6" e UAa #4 0/2') "iror arae rah - met ift Me,* ptoNeW 4:e en centers. it water shutoff to k the 40MAOy atwor of A aav r ON, NxsdMTdsTured by -000,o14 14mto ewiMc 2^ 6 with wW $" cG.,hmj Ms". ds saver m without 0000 be 1000"d, If oteol Is k.aNA ea, o mi lMum of s is ymy eaa. -0 ITS i DYER FROM Pfd CONCRETE CURB & GUTTER -•=SAW OR HAND TOOL CONTRACTION JOINTS 1f3 THE THICKNESS OF THE SLAR. 6' AN, EXPANSION JOINT @ BACK i� APRON 24 'MAX WIDTH AT RAW. SIDEWALK IN R.O.W. I RHht-of•-Wap T4� �AJDIN4 SPdSGNQ'a a SACK OF CURB 1 ata° ROUNDEDD� T \-BOX INSTALLED OVER WATER SERVICE f511 footwoogwae wad Topless, Mh Is" FAP of obwet eecrtkm with asset ba hwy type to Mato awth; 44"t action. po"o no thl .0" #hea be A NiMiIXI *14' of Qfk4refo *Rfi 6" 0 Gate $ fbt its" BxlwtMag oanarote 44rb tlaioN Nit'. £4 be w oolneoam of W to iB• nest tt wTrgvt a e6A rtt sd9e Ii masa Dlml W ie NPk! IaryptµocA A• loop f+of4r H INg3N4eb�od. aihmwNe tuNaea to ttla Nmt tuq w, Use #4 (L/ l In MOM b13s ey O 2' on a sba, "I end #waxy this "flag Nsoah to a w AREBAR a -. to a Mill dePD, of 4" a • 6^ PNeta aP4^#fafl TCR b"d T ssys0bea, aHp flew to vkhaoy 14101100M w C if wtltet #hutFM M to the mTI O e• nNyw wad by meskyald 14MIA Amiss with oP IF cpwi#ag Soma & sass m *000 1M kit H rmilue IN herelador ea hg ark IN at 14 AawaW #. rmrww rf abOng Fare Mi Root of 1 drTwwAy bail tddNA 1n r e, 2.D Hy;APMK sub must be pow of momattekw y with &iwwag ow,io olowa Mob may be bowed separately_ NTS R a Reacts Is NAstd0 a, a MBwmum �r RadW4 to Roaeked. affof CONCRETE RESIDENTIAL DRIVEWAY ENTRANCES OMEN WITH AND WITHOUT CURBS REVISED: 12—i9 ENGINEERING DEPARTMENT PLATE NO.: FILE NAME- G: ENG\SPECS 5206NN �� 1"-2" CLEAN CRUSHED ROCK ♦:. • • �! • MIN.6" SUBCUT DEPTHFOR ROCK MIN.10"SUBCUT.DEPTH FOR WOODCHIPS 18" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC (MNDct TYPE 5) 09\\A N\MOM 20 M\ NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. Cfff OF ROCK CONSTRUCTION s� ENTRANCE REVISED: 12-19 PLATE NO.: ENGINEERING DEPARTMENT 5301 FILE NAME: G: \Elti \SPECS\5301 SAMPLE EROSION CONTROL MAINTAIN A 16 FOOT BUFFER PLAN FOR INDIVIDUAL LOTS BETWEEN EDGE of WATER AND DISTURBED StNL 2 ROWS OF TYPE 2 HFtAV _ _ PERIMETER CONTROL 5 A LOT 1 • StjRFACE WATER OR WATERWAY ^ CONTROL SURFACE WREP.R�JAt NT ,".: ^�......_ see detak Y 5300 OPTION I - CRESCENT OVER--L-LAP AT PROPERTY LLINE�CE i+,^aY /LOT ROOF PERIMETER GQ�� \ D IIvE LOT 3 - J -HOOK SILT FENCE E TOGETHER AT PROPERTY LINE LEGEND Them standard symbols will be found in the drawing. SILT FENCE ° STRAW MULCH ,A, SURFACE WATER WATER FLOW 8p� "CURB & CUTTER OVER -LAP SILT FENCE a --__ STREET STORM SEWER INLET ENTRANCE SEDIMENT CONTROL WTMCO OR SIMILAR INLET PROTECTION DETAIL 5302A s Water resources staff must be contacted before any/oll dewatering activity IN Perimeter sediment controls are necessary at downsloping property and street i edges. Nate that sediment controls need to provide containment by turning perimeter controls upslope—into property. Perimeter controls can include filer logs, mulch berms and/or slit fence. 4 See MNDot spec. 3897 & 2573. Temporary stockpiles cannot be placed In drainage swales, surface waters, or on public streets, and must have perimeter control EROSION CONTROL • Topsoil—Site has a minimum of 6 inches of topsoil * Construction entrance -1 to 2" clean crushed rock at a depth of 6 Inches. e House Roof Perimeter—Straw mulch at 2 inches deep around house directly below roof line. If house has rain gutters, downpouts need energy dissipation. * Slopes—Steeper than 4:1 with positive grade to surface waters of the state need erosion control blankets and temporary or permanent seeding. • See MNDot Spec. 3885 & 2575. It Swales—Need blankets over final 200'. ' Swales—Need check doms if slope is 4:1 or greater. Cil! OF EROSION CONTROL FOR s]N INDIVIDUAL LOTS (TYP.) REVISED: 1-21 ENGINEERING DEPARTMENT PLATE NO-: 5302B FILE NAME: G: \ENG\SPECS\53026 ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com I hereby certify i specification, or prepared by me direct supervision am a duly Licen PROFESSIONAL Ei` the laws of the MINNESOTA I MARK RAUSCH, PE a f - a O IINNNNN TIL Z LL M� W LJJ W aJ 0 a a W v I hereby certify i specification, or prepared by me direct supervision am a duly Licen PROFESSIONAL Ei` the laws of the MINNESOTA I MARK RAUSCH, PE hat this plan, report was or under my and that 1 :ed GINEER under State of Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: TAS PROJECT NO: 221-0104 3 SHEET 3 OF 8 a IINNNNN INNNNN m INNNNN a J a J a Z ILL CZ C J W I~ a o hat this plan, report was or under my and that 1 :ed GINEER under State of Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: TAS PROJECT NO: 221-0104 3 SHEET 3 OF 8 t. S89053'00"E 278.34' I I ----- 7' '7 _ I 1 r of �� �� ,--N18'09'52"W 72.27' o WETLAND 1 I MANAGE 1- CIN, MEDIUM - RPBCWD N I Z �/ BUFFER REQUIREMENTS: 20' MIN.,4[0�' �.+AVG., 801 MAX - RPBCWD 254dIIN3b 21< -CITY N89053'00"W 32.00'--I v V .� Otv o I 1 \ BASlN N uoi r ! to 0 o o ! Z 1 ! I I I I I � I ! I (0! N! ! N89053'00"W 16.00'-= wl rqi I 11 N! 2 1 z 41 78,137 SF ! ! 30,778 SF ! I N46°27'38"E 45.59'--\ T ! BLOCK ' I _J L gt)i9 N�8 26, 02' E 201.66,WL N ,= co OUTLOT A 0 69,713 SF N O O Z y�. PARCEL AREA SIF AREA AC _ 131-1_1 t 1 1 0.71 B1 -L2 r 1.79 OUTLOT A 69,713 1.60 TOTAL l 4.10 tb - Z N Q W v Z C: U �I a a a z z M 2 W ILLI a a i 1: C , C, S89053'00"E 278.34' I I ----- 7' '7 _ I 1 r of �� �� ,--N18'09'52"W 72.27' o WETLAND 1 I MANAGE 1- CIN, MEDIUM - RPBCWD N I Z �/ BUFFER REQUIREMENTS: 20' MIN.,4[0�' �.+AVG., 801 MAX - RPBCWD 254dIIN3b 21< -CITY N89053'00"W 32.00'--I v V .� Otv o I 1 \ BASlN N uoi r ! to 0 o o ! Z 1 ! I I I I I � I ! I (0! N! ! N89053'00"W 16.00'-= wl rqi I 11 N! 2 1 z 41 78,137 SF ! ! 30,778 SF ! I N46°27'38"E 45.59'--\ T ! BLOCK ' I _J L gt)i9 N�8 26, 02' E 201.66,WL N ,= co OUTLOT A 0 69,713 SF N O O Z y�. PARCEL AREA SIF AREA AC _ 131-1_1 _ 30,778 1 1 0.71 B1 -L2 r 1.79 OUTLOT A 69,713 1.60 TOTAL 00 4.10 tb - Z N WETLAND 2 MANAGE 1 -CITY, MEDIUM - RPBCWD / BUFFER REQUIREMENTS: / 20' MIN.,40' AVG., 80' MAX- RPBCWD 25'MIN. + 30'SBK - CITY s i N89053'00"W 243.11' I I -N10037'41"E 18.22' IZ v CO N LEGEND: PROPERTY LINE LOT LINE — — — R.O.W EASEMENT LINE • FOUND IRON MONUMENT WETLAND BUFFER 0 20 40 80 DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: SCALE IN FEET 1 1 5--1 II �5 C IL_1_ I NOT TO SCALE I Being 5 feet in width and adjoining lot lines and 10 feet in width and adjoining right of way lines, unless otherwise indicated on the plat. PARCEL AREA TABLE PARCEL AREA SIF AREA AC _ 131-1_1 _ 30,778 1 1 0.71 B1 -L2 78,137 1.79 OUTLOT A 69,713 1.60 TOTAL 178,628 4.10 ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com I hereby certify i specification, or prepared by me direct supervisior am a duly Licen PROFESSIONAL E!, the laws of the MINNESOTA MARK RAUSCH, PE J a a 0 N W LL Z LL m W Q /LLI y Z a Q W v I hereby certify i specification, or prepared by me direct supervisior am a duly Licen PROFESSIONAL E!, the laws of the MINNESOTA MARK RAUSCH, PE J a C� G J Z ~' U a a a z z M 2 W ILLI a a hat this plan, report was or under my and that I ;ed GINEER under State of Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE I PROJECT TEAM DATA DESIGNED: MPR DRAWN: TAS PROJECT NO: 221-0104 It,I SHEET 4 0 F 8 r REMOVE AND REPLACE BIT DRIVEWAY FOR UTILITY CONNECTIONS. CONTRACTOR TO MAINTAIN ACCESS TO EXISTING HOME DURING UTILITY S CONSTRUCTION - —__- TAP WATERMAIN FOR NEW SERVICE. CUTIN NEW WYE FOR SAN SERVICE. S: 0+79 IE: 908.75 CONNECT TO o� EXISTING SAN----- ------ SERVICE IE: 910.34---------- — BORE 200'-6" PVC SDR -26 / � \ I SANITARY ®MIN 1% EXISTING WAT-1" COPPER TYPE "K" — z DRIVEWAY -- �- ti)/ �I — s TO REMAIN`____ EMAIN -`- % WETLAND 1 iMANAGE 1 CITY, MEDIUM RPBCWD I , BORE/OPEN (.- BUFFER REQUIREMENTS:�- TRENCH 178 —6" t `\ it 20' MIN.,40' AVG., 80' MAX- RPBCWD / PVC SDR -26' SANITARY ®1% " _ CONNECT TO 25' MIN, + 30'SBK - CITY I — _ L !% , WAT-1„COPPER EXISTING j DRIVEWAY. TYPE "K"-­:--- EXISTING K EXISTING HOME TO REMAIN \ , INSTALL 85' ® MIN \' 1% OPEN TRENCH / AN AND WAT ' ., ERVICE. �Y v O 1 Ar'_ 100 \� - WETLAND Kt E}- BUFFER MONUMENT „- MIN IE: 912.12\ .a EXISTING BTRAi/o/v �% IRRIGATION V ASIN / LINE I I I MIN IE: 912.32 II 1 r:' �a I I 157.99�I� 1 I %"� SAMPLEI FOOTPRINT I I I I I, 1 I I I� ! -COO � I 2 r---5° \ (� 78,137 SF Q II cri 30,778 SF i i C6 I( I BLOCK !,o / `I. L rrr rraaar /ry raaa rr rrrr , WL , OUTLOT A 6%713 SF WETLAND 2 MANAGE 1- CITY, MEDIUM - RPBCWD BUFFER REQUIREMENTS: 20' MIN.,40' AVG., 80' MAX - RPBCWD 25'MIN. + 30'SBK - CITY LOT AREA TABLE LINE BUILDING –EASEMENT SETBACK SETBACKS* ALLOWABLE BLOCK LOT AREA (SF) LOT LINE IMPERVIOUS** im N RETAINING FRONT REAR F – FULL BASEMENT — — ROW z a (SF) 1 1 30,778 30 30 7694.5 1 2 78,137 30 30 19534.25 *SIDE SETBACKS SEE TYPICAL LOT DETAIL ** 25% MAXIMUM IMPERVIOUS/LOT PER CITY OF CHANHASSEN DEVELOPMENT REGULATIONS 0 20 40 80 SCALE IN FEET SITE PLAN DATA EXISTING ZONING PROPOSED ZONING EXISTING LAND USE PROPOSED LAND USE GROSS AREA WETLAND AREA 1&2 PROPOSED DWELLING UNITS UTILITY NOTES: A2 - AGRICULTURAL ESTATE DISTRICT RSF - RESIDENTIAL SINGLE FAMILY RESIDENTIAL LOW DENSITY (1.2-4 U/AC) RESIDENTIAL LOW DENSITY (1.2-4 U/AC) 4.10 ACRES 1.20 ACRES "DELINEATED” 2 (1 NEW) 1. EXISTING UTILITIES, SERVICE LOCATIONS AND ELEVATIONS SHALL BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. 2. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START OF CONSTRUCTION. 3. ALL UTILITY WORK WITHIN THE R.O.W. SHALL COMPLY WITH THE CITY OF CHANHASSEN ENGINEERING GUIDELINES. 4. NOTIFY GOPHER STATE ONE CALL 48 HOURS IN ADVANCE OF ANY UTILITY WORK. 5. PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH MNDOT 'TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS -FIELD MANUAL" LATEST REVISION, FOR ANY CONSTRUCTION WITHIN PUBLIC R.O.W. 6. WATERMAIN, SERVICES, AND VALVES SHALL BE INSTALLED WITH MINIMUM 7.5' OF COVER. 7. WATER SERVICES SHALL BE 1" DIA. COPPER TYPE K. W/1" CORP. STOP AND 1" CURB BOX. 8. SEWER SERVICES SHALL BE 6" PVC, SDR 26, MINIMUM 2% SLOPE UNLESS OTHERWISE NOTED ON THE PLANS. LEGEND: - - - EASEMENT LINE BUILDING –EASEMENT SETBACK — — — i PROPERTY LINE 5 30' FRONT SETBACK LINE 5 LOT LINE im N RETAINING WALL F – FULL BASEMENT — — ROW z a WETLAND DELINEATION* ----wL ---wL— ------ WETLAND BUFFER* / WETLAND BUFFER STRIP* ' EXISTING GATE VALVE (1' EXISTING HYDRANT � EXISTING WATERMAIN W EXISTING CATCH BASIN a EXISTING STORM MANHOLE o EXISTING STORM SEWER cn EXISTING SANITARY MANHOLE EXISTING SANITARY SEWER PROPOSED SANITARY SEWER PROPOSED WATERMAIN *SEE WETLAND MANAGEMENT PLAN FOR WETLAND, BUFFER DATA, CALCULATIONS AND WETLAND BUFFER MONUMENT ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com a -- –EASEMENT — — — — — i 5 30' FRONT SETBACK LINE 5 M im N W -- F – FULL BASEMENT a y''JS z a '-� L – LOOKOUT U a W – WALKOUT W� J w � Z p W z a W W o a cn DENOTES PAD AREA m qwv NI w wl 0 0 � N I I� o! I 30' REAR SETBACK LINE i DENOTES TYPICAL DRAINAGE AND UTILITY 51 1 5 EASEMENTS UNLESS OTHERWISE SHOWN ON THE PLAN. TYPICAL LOT DETAIL NOT TO SCALE ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com I hereby certify 1 specification, or prepared by me direct supervisior am a duly Licen PROFESSIONAL EN the laws of the MINNESOTA MARK RAUSCH, PE a O (A LL W Z M im N W N a y''JS z a z W U I hereby certify 1 specification, or prepared by me direct supervisior am a duly Licen PROFESSIONAL EN the laws of the MINNESOTA MARK RAUSCH, PE hat this plan, report was or under my and that I ced GINEER under State of Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: TAS PROJECT NO: 221-0104 5 SHEET 5 OF 8 J a z � a LL J a � Z p z a W W c a cn hat this plan, report was or under my and that I ced GINEER under State of Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: TAS PROJECT NO: 221-0104 5 SHEET 5 OF 8 ! _,72 �;108 y t3 10* � 13071 r i� s.b, \ 1` 50/9/ q,Q X098 ik H WL: 9 1 ROW SILT FENCE --- - ^---- WETLAND 1 MANAGE 1 - CITY, MEDIUM - RPBCWD BUFFER REQUIREMENTS: 20'MIN 40'AVG 80'MAX-RPBCWD J5443 , 25'MIN.+30'SBK-CITY .13442 '' A o / DOUBLE ROW �� 5105 p HWL: 914.65 uj jN % SILT FENCE y 6107 SF ��Rwt'�u% RESTORE INFILTRATION BASIN —Bae2 /� �C�� WiE �j: Sf5/ WITH SOD POST GRADING. °j �9 r 9� w PROTECT INFILTRATION BASIN \ \ 9 �-— INF/LTRAT/ FROM SEDIMENT RUNOFF PER EOF g 9. 5 8 814.2 N BAS/N QLY .(o GRADING NOTES. WL: g 1 5 14 0) 920 II ai E)OSTING 928.OSE j X P — 1.0 t' GFE 824.5 LFE 9O7 i IV ' IN � FILTRATION BASIN SIZE AND l� ° N 1 SHAPE BASED ON SAMPLE HOME. SIZE AND SHAPE MAY ADJUST BASED ON HOME 9245 SIZE. 1 i 9245169 &i :�� < . I: 5170, s1s5 916 C� R'F - - t3RE 'SF SIF 5181 1 PRE -�� PRE - SF_ DOUBLER WISILT FENCEA Q11 SF _ 2 j I� I'll F r t : BLOCK 41- 1 I rrrr _ rI / r♦ r � 13571 13572 OUTLOT A 1 d WETLAND 2 MANAGE 1 -CITY, MEDIUM- RPBCWD BUFFER REQUIREMENTS: � 20' MIN.,40' AVG., 80' MAX -RPBCWD $' 25'MIN. + 30'SBK - CITY V /IVt / 9 t / / / t 1 1 1 GRADING NOTES: 1. ALL FINISHED GRADES SHALL SLOPE AWAY FROM PROPOSED BUILDINGS AT MINIMUM GRADE OF 2.0%. ALL SWALES SHALL HAVE A MINIMUM SLOPE OF 2.00%. 2. THE CONTRACTOR SHALL KEEP THE ADJACENT ROADWAYS FREE OF DEBRIS AND PREVENT THE OFF—SITE TRACKING OF SOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY AND WATERSHED. 3. NOTIFY GOPHER STATE ONE CALL, AT (800)252-1166, 48 HOURS PRIOR TO START OF CONSTRUCTION. 4. ALL IMPROVEMENTS TO CONFORM WITH CITY OF CHANHASSEN CONSTRUCTION STANDARDS SPECIFICATION, LATEST EDITION. 5. ROCK CONSTRUCTION ENTRANCES SHALL BE PROVIDED AT ALL CONSTRUCTION ACCESS POINTS. 6. REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL, FOR SOIL CORRECTION REQUIREMENTS AND TESTING REQUIREMENTS. 7. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 8. IMMEDIATELY FOLLOWING GRADING OF (3:1 OR GREATER) SIDE SLOPES AND DRAINAGE SWALES, WOOD FIBER BLANKET OR OTHER APPROVED SOIL STABILIZING METHOD (APPROVED BY ENGINEER) SHALL BE APPLIED OVER APPROVED SEED MIXTURE AND A MINIMUM OF 6" TOPSOIL. 9. THE GENERAL CONTRACTOR MUST DISCUSS DEWATERING PLANS WITH ALL SUBCONTRACTORS TO VERIFY NPDES REQUIREMENTS. IF DEWATERING IS REQUIRED DURING CONSTRUCTION, CONTRACTOR SHOULD CONSULT WITH EROSION CONTROL INSPECTOR AND ENGINEER TO DETERMINE APPROPRIATE METHOD. 10. REFER TO STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR ALL EROSION AND SEDIMENT CONTROL DEVICE LOCATION, DESCRIPTIONS, NOTES AND DETAILS INCLUDING CONCRETE WASHOUT STATION INSTRUCTIONS. 11. BUILDING PERMITS ARE REQUIRED FOR ALL RETAINING WALLS 4 FEET IN HEIGHT OR GREATER AND THE WALLS SHALL BE DESIGNED BY A STRUCTURAL ENGINEER WITH DESIGN REVIEWED AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 12. A 3 FOOT SAFETY RAILING IS REQUIRED ATOP ALL WALLS 4 FOOT TALL OR GREATER. 13. PROPOSED INFILTRATION BASIN TO BE BUILT WITH NEW HOME CONSTRUCTION. SEE BASIN NOTES FOR MORE DETAILS. 14. INFILTRATION BASIN SHALL BE PROTECTED FROM COMPACTION AND SILTATION DURING SITE GRADING AND HOME CONSTRUCTION ACTIVITIES. 0 20 40 80 SCALE IN FEET GRADING LEGEND: EXISTING CONTOUR 789 PROPOSED CONTOUR PROPOSED EASEMENT PROPERTY LINE SETBACK LINE LOT LINE RIGHT—OF—WAY WL WETLAND BOUNDARY I WETLAND BUFFER* WL DISTURBANCE LIMIT —M—W— SILT FENCE PA FRONTOF-- FGARAGE 959.3 FLOOR ELEVATION (1) — - GARAGE STEP W -------HOUSE TYPE 950.3 --- ---- LOWEST FLOOR ELEVATION 957.6"-- -- --- REAR ELEVATION c,° X62.44 +962 PROPOSED SPOT ELEVATION TW XXX TOP OF WALL ELEVATION BW XXX BOTTOM OF WALL ELEVATION —2.00% DIRECTION OF DRAINAGE W, L, F WALKOUT, LOOKOUT, FULL BASEMENT EMERGENCY OVERFLOW ROUTING EXISTING CONIFEROUS TREE EXISTING DECIDUOUS TREE ® EXISTING SHRUB ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com LL LL J W W J Cal Q LL cc Z LU a Z 5 a.J I� z U O O cc LU Z LU a a 0 Z Q 0 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA IMARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: TAS PROJECT NO: 221-0104 L SHEET 6 0 F 8 13073 - 172 - 7.. 07 i ` A 1-096.i'/ / 5852 � II � I I EI99 MOUSE a -.1 WE 924.5 1 it t LFE 917.3 II i DOUBLE I 1 _DDPIBLE ROW SILT FENCE }_-_______ 3:08 13107 13106 13105 WETLAND 1 MANAGE 1- CITY, MEDIUM - RPBCWD BUFFER REQUIREMENTS: 20' MIN.,40' AVG., 80' MAX - RPBCWD 25' MIN. + 30' SBK - CIN 5105 5107 01 �C ��91 - I NF -IL TRA 310 - 7 976 914.2 BASIM ;q 8 \97S 920 5151 ` CIV I -y24 - � 5169 � g20 r 5170 1. i [ _. a 1357 �( 13572 OUTLOT A 13443 / , 13442 /'.. DOUBLE ROW SILT FENCE ►1 WETLAND 2 MANAGE I - CITY, MEDIUM - RPBCWD " BUFFER REQUIREMENTS: 20' MIN.,40' AVG., 80' MAX - RPBCWD t LU 25'MIN. + 30'SBK - CITY Cr !' 0 i I' 3 � ' i O C4 TREE PRESERVATION NOTES: 1. BEFORE ANY CONSTRUCTION OR GRADING OF DEVELOPMENT PROJECT IS TO OCCUR, A TREE PROTECTION FENCE (AT LEAST 4 FEET IN HEIGHT AND STAKED WITH POSTS NO LESS THAN EVERY 5 FEET) SHALL BE INSTALLED AROUND THE DRIP LINE OF WOODED AREAS, THE DRIP LINES OF EXISTING TREES TO BE PRESERVED OR AT THE PERIMETER OF THE CRITICAL ROOT ZONE (WHICHEVER IS GREATER). SIGNS SHALL BE PLACED ALONG THIS FENCE LINE IDENTIFYING THE AREA AS A TREE PROTECTION AREA AND PROHIBITING GRADING BEYOND THE FENCE LINE. THIS FENCE MUST REMAIN IN PLACE UNTIL ALL GRADING AND CONSTRUCTION ACTIVITY IS TERMINATED. 2. NO EQUIPMENT, CONSTRUCTION MATERIALS OR SOIL MAY BE STORED WITHIN THE DRIP LINES OF ANY SIGNIFICANT TREES TO BE PRESERVED. 3. NO ENCROACHMENT, LAND DISTURBANCE, GRADE CHANGE, TRENCHING, FILLING, COMPACTION OF CHANGE IN SOIL CHEMISTRY SHALL OCCUR WITHIN FENCED AREAS PROTECTING SIGNIFICANT TREES. 4. CONTRACTOR TO PREVENT THE CHANGE IN SOIL CHEMISTRY DUE TO CONCRETE WASHOUT AND LEAKAGE OR SPILLAGE OF TOXIC MATERIALS, SUCH AS FUELS OR PAINTS. 5. DRAINAGE PATTERNS ON THE SITE SHALL NOT CHANGE CONSIDERABLY CAUSING DRASTIC ENVIRONMENTAL CHANGES IN THE SOIL MOISTURE CONTENT WHERE TREES ARE INTENDED TO BE PRESERVED. CANOPY CALCULATION 0 20 40 80 SCALE IN FEET Description Percentage Square Acres REMOVE INCHES EASTING NORTHING Feet DECIDUOUS A Site Area (excludes wetlands) 1000/0 178,628 4.101 B Canopy Area (excludes wetlands) 39% 69,621 1.598 C Proposed Canopy Coverage 36% 65,124 1.495 558813.647 Required Minimum Canopy Coverage 1 DECIDUOUS 42 V 1 171897.609 (Low Density Residential) ° 35/0 24,367 0.559 Difference between proposed 558858.418 5106 DECIDUOUS E canopy coverage and required -1% -40.757 -0.936 DECIDUOUS canopy coverage = D - C 171837.62 558890.059 F Required woodland replacement 24 X 171824.179 558850.256 5109 -2% -48.908 -1.123 171822.066 canopy area = E x 1.2 5151 DECIDUOUS 14 X Trees required for reforestation = NO G F/1,069 sf ( Each new tree =1,089 sf REFORESTATION -45 Total Trees X canopy) IS REQUIRED TREE INVENTORY: TREE POINT# TYPE D.B. H. (IN) REMOVE REMOVE INCHES EASTING NORTHING 5052 DECIDUOUS 16 Z 171815.477 558743.5 5098 DECIDUOUS 40 N 171903.334 558791.637 5099 DECIDUOUS 36 a 171898.838 558813.647 5100 1 DECIDUOUS 42 V 1 171897.609 558822.813 5105 DECIDUOUS 40 171847.639 558858.418 5106 DECIDUOUS 36 U 171842.782 558864.917 5107 DECIDUOUS 36 171837.62 558890.059 5108 DECIDUOUS 24 X 171824.179 558850.256 5109 DECIDUOUS 42 X 171822.066 558839.917 5151 DECIDUOUS 14 X 171756.5 558891.874 5152 CONIFEROUS 10 X 171808.354 558902.137 5153 DECIDUOUS 16 X 171762.723 558861.313 5154 DECIDUOUS 16 X 171767.838 558832.058 5155 CONIFEROUS 20 171693.286 558833.991 5169 DECIDUOUS 48 171734.813 558793.568 5170 DECIDUOUS 48 171692.545 558763.843 5181 DECIDUOUS 16 171708.906 558737.266 5216 CONIFEROUS 14 171747.871 558955.825 13072 DECIDUOUS 11 171993.666 558766.654 13073 DECIDUOUS 11 172003.15 558786.273 13077 DECIDUOUS 24 171973.284 558827.777 13095 DECIDUOUS 14 171981.348 558846.868 13105 DECIDUOUS 10 171958.932 558964.812 13106 DECIDUOUS 10 171960.623 558925.763 13107 DECIDUOUS 10 171961.706 558906.282 13108 DECIDUOUS 10 171968.955 558874.427 13109 DECIDUOUS 10 171967.461 558871.292 13441 DECIDUOUS 36 171853.457 558962.692 13442 DECIDUOUS 30 171871.645 558976.216 13443 DECIDUOUS 24 171908.152 558985.49 13571 DECIDUOUS 36 171521.237 558863.124 13572 DECIDUOUS 24 1 171511.6591 558885.776 LEGEND: EXISTING CANOPY PROPOSED CANOPY COVERAGE TO REMAIN TREE PROTECTION FENCE ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com 1 hereby certify i specification, or prepared by me direct supervisior am a duly Ucen PROFESSIONAL EN the laws of the MINNESOTA MARK RAUSCH, PE Q a 0 V1 LL w z L Z D J m N W N J a n a Q a W v 1 hereby certify i specification, or prepared by me direct supervisior am a duly Ucen PROFESSIONAL EN the laws of the MINNESOTA MARK RAUSCH, PE hat this plan, report was or under my and that I led GINEER under State of Date License No. QUALITY ASSURANCE/CONTROL BY DATE NONE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: TAS PROJECT N0: 221-0104 7 SHEET 7 OF 8 a m Z � a 0 n a J Q W LL 0 V � } a oC 0 Z Z Z U J W M hat this plan, report was or under my and that I led GINEER under State of Date License No. QUALITY ASSURANCE/CONTROL BY DATE NONE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: TAS PROJECT N0: 221-0104 7 SHEET 7 OF 8 I I 13073 Z a J to WETLAND SUMMARY WETLAND CITY CLASS. RPBCWD CLASS. 1 MANAGE 1 MEDIUM VALUE 2 MANAGE 1 MEDIUM VALUE Local Governmental Unit City of Chanhassen Rilev Pur *ato Bluff Creek Watershed District Wetland Classification Buffer Strip Requirement Principal Structure Setback to Buffer Accessory Stricture Setback to Buffer Welland Ciassifieation Average Buffer Width Required Mm. Buffer Width Required 1 335 LF 13,439 SF** 20' 40.12' 0.269 AC OUTSTANDING 50 50 50 N/A 0.935 AC PRESERVE 40 40 20 EXCEPTIONAL 80 40 MANAGE 1 25 30 15 HIGH 60 30 MANAGE 2 20 30 15 MEDIUM 40 20 MANAGE 3 1 16.5 1 30 15 LOW 20 10 3N / / / V / 13073 Z a J to WETLAND SUMMARY WETLAND CITY CLASS. RPBCWD CLASS. 1 MANAGE 1 MEDIUM VALUE 2 MANAGE 1 MEDIUM VALUE Local Governmental Unit City of Chanhassen Rilev Pur *ato Bluff Creek Watershed District Wetland Classification Buffer Strip Requirement Principal Structure Setback to Buffer Accessory Stricture Setback to Buffer Welland Ciassifieation Average Buffer Width Required Mm. Buffer Width Required 1 335 LF 13,439 SF** 20' 40.12' 0.269 AC OUTSTANDING 50 50 50 N/A 0.935 AC PRESERVE 40 40 20 EXCEPTIONAL 80 40 MANAGE 1 25 30 15 HIGH 60 30 MANAGE 2 20 30 15 MEDIUM 40 20 MANAGE 3 1 16.5 1 30 15 LOW 20 10 WETLAND BUFFER CALCULATION ASSUMED BUFFERING REQUIREMENTS: THE CITY OF CHANHASSEN AND RILEY PURGATORY BLUFF CREEK WATERSHED DISTRICT HAVE BUFFER REQUIREMENTS PER WETLAND CLASSIFICATION. THE BUFFER REQUIREMENTS ARE AS FOLLOWS: MAXIMUM BUFFER WIDTH IS 200 PERCENT OF THE APPLICABLE WIDTH AS REQUIRED BY RPBCWD DISTRICT BUFFER AVERAGING RULES WETLAND FRONTAGE* PROP BUFFER AREA* MIN. BUFFER WIDTH AVG. WIDTH WETLAND AREA PROVIDED WITHIN THE SITE. IF THE PROPERTY BOUNDARY IS CLOSER THAN 40' TO THE DELINEATED WETLAND THE BUFFER AREA IS NOT INCLUDED 1 335 LF 13,439 SF** 20' 40.12' 0.269 AC 2 411 LF 18,527 SF*** 20' 45.08' 0.935 AC NOTES: * AREA IN PLAN VIEW. PROPOSED BUFFER AREA IS CALCULATED ALONG WETLAND FRONTAGE WHERE A 40' AVERAGE CAN BE PROVIDED WITHIN THE SITE. IF THE PROPERTY BOUNDARY IS CLOSER THAN 40' TO THE DELINEATED WETLAND THE BUFFER AREA IS NOT INCLUDED IN THE AVERAGING CALCULATION. BUFFER AREA IS STILL PROVIDED. ** BUFFER AREA IN DRAWING. (BUFFER AREA REQUIRED = 13,400 SF) *** BUFFER AREA IN DRAWING. (BUFFER AREA REQUIRED = 16,440 SF) THE FULL WETLAND BUFFER PROVIDED IS 0.875 ACRES AND INCLUDES THE AREA NOTED IN ABOVE AVERAGING CALCULATION AS WELL AS THE SMALL BUFFER AREAS PROPOSED BUT NOT INCLUDED IN THE AVERAGING CALCULATION. 0 20 40 80 SCALE IN FEET LEGEND: EASEMENT PROPERTY LINE SETBACK LINE LOT LINE RIGHT—OF—WAY `NL WETLAND BOUNDARY E=W,�= PROPOSED WETLAND BUFFER (FULL AREA PROVIDED)* WETLAND LINEAL FOOTAGE INCLUDED FOR BASIS OF BUFFER CALCULATION (INCLUDES FRONTAGE IN WHICH THE REQUIRED AVERAGE BUFFER CAN BE PROVIDED WITHIN THE DEVELOPMENT PROPERTY. LIMIT OF PROPOSED WETLAND BUFFER INCLUDED IN CALCULATION Q PROPOSED WETLAND BUFFER MONUMENT =-=WETLAND BUFFER AREA INCLUDED IN CALC (20' MIN, 40' AVG, 80' MAX) ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com LL LL M J to J a LU Z H LJJ 2 Q Ca G Z F- LlJ Ihereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE MEME DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: TAS PROJECT NO: 221-0104 SHEET 8 0 F 8 il ALLIANT Letter of Transmittal DATE: June 18, 2021 TO: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 Attn: Bob Generous FROM: Mark Rausch RE: Eagle Bluff— Preliminary/Final Plat Application JOB NO.: 221-0104 SENT BY: Mail X Hand Delivered Courier Copies Date Description 7 6-18-21 Preliminary/Final Plat Plan Set 2204 1 6-18-21 Preliminary/Final Plat Plan Set 11x17 7 6-18-21 Final Plat 2204 1 6-18-21 Final Plat 11x17 1 6-18-21 Preliminary/Final Plat—Narrative l 6-18-21 Preliminary/Final Plat— Application — Delivered by Applicant 1 6-18-21 Fees Check — Delivered Separately by Applicant 1 6-18-21 Stormwater Management Report (Electronic) 1 6-18-21 Legal Description — (Electronic) Varies 6-18-21 Electronic Files — Via Email REMARKS: On behalf of Schutrop Building & Development Corporation, Alliant Engineering is providing the enclosed plan sets and stormwater management report, and final plat for Preliminary/Final Plat application. All electronic files have been sent in a link via email. The fees check and application will be delivered separately by applicant. Please contact applicant, Marty Schutrop or myself should you require any additional information or have and questions. Thank you, Mark COPY TO: Marty Schutrop 733 Marquette Ave Ste 700 612.758.3080 MAIN Minneapolis, MN 55402 612.758.3099 FAX CITY 4F CHANHASSEN RECEIVED JUN 18 2021 CHANHASSEN PLANNING DEPT www.alliant-inc.com Transaction Identification Data for reference only: Issuing Office Trademark Title Services, Inc. Issuing Offices ALTA® Registry ID. 1026947 Loan ID No.: Commitment No.: 20-4566 Property Address: 775 96th Street West. Chanhassen. MN 55317 Revision No.. 4 SCHEDULE A 1. Commitment Date: March 19, 2021 at 07:00 AM 2. Policy to be issued. a. ALTA Owners Policy (06/17/06) Proposed Insured: Purchaser with contractual rights under a purchase agreement with the vested owner identified at Item 4 below Proposed Policy Amount: $0.00 b. ALTA Loan Policy (2012) Proposed Insured: Lender with contractual obligations under a loan agreement with the Proposed Insured noted above. Proposed Policy Amount: $0.00 3. The estate or interest in the Land described or referred to in this Commitment is Fee Simple. 4. The Title is. at the Commitment Date, vested in: Timothy A. Erhart and Dawne M. Erhart, as joint tenants 5. The Land is described as follows: SEE SCHEDULE C ATTACHED HERETO Trademark Title Services, Inc. 41401111, Authorized Signatory stewart title guaranty company ✓°"v`" �C& C� �a ts`eo rEYASr Matt Morris President and CEO Denise C rraux Secretary This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Stewart Title Guaranty Company. This Commitment is not valid without the Notice, the Commitment to Issue Policy, the Commitment Conditions, Schedule A. Schedule B. Part I - Requirements; and Schedule B. Part ll - Exceptions, and a counter -signature by the Company or its issuing agent that may be in electronic form. Copyright 2006 - 2016 American Land Title Association. All rights reserved. � AMERICAN LAND TITLE The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance (08-01-16) Schedule A SCANNED 20-4566 SCHEDULE B, PART I Requirements All of the following Requirements must be met' 1. The Proposed Insured must notify the Company in writing of the name of any party not referred to in this Commitment who will obtain an interest in the Land or who will make a loan on the Land. The Company may then make additional Requirements or Exceptions. 2. Pay the agreed amount for the estate or interest to be insured. 3. Pay the premiums, fees, and charges for the Policy to the Company. 4. Documents satisfactory to the Company that convey the Title or create the Mortgage to be insured, or both, must be properly authorized, executed, delivered. and recorded in the Public Records. 5. The following requirements must be met: a) This Commitment is for the exclusive use of Trademark Title Services. Inc. and its affiliates in closing the transaction described herein. Anyone else closing off this commitment shall be liable to Trademark Title Services. Inc. for all loss and damage. including payment of all charges shown on the Invoice/Memorandum of Charges attached hereto. b) Company's Affidavit(s) by all parties signing any deeds and/or mortgages to this transaction. c) Arrangements to request a closing date must be made through the Real Estate Closer or the Lender. The arrangements must provide for adequate time between receiving the Lender's written Loan Commitment and the closing date. Failure to provide that adequate time may result in the requested closing date not being available. d) Please pay all outstanding utility, water/sewer and diseased tree removal bills prior to closing. This Commitment does not cover utility, water/sewer and diseased tree removal bills against the subject premises not shown on tax or assessment records. e) Your attention is directed to the provisions of the Tax Reform Act of 1986 which requires the reporting to the Internal Revenue Service of all real estate transactions after January 1, 1987 except refinances. f) Identification will be required from all parties required to sign documents at closing. g) The following statement should appear on all deeds transferring title where no well certificate is needed "The Seller certifies that the Seller does not know of any wells on the described real property." h) Instruments in insurable/recordable form which must be executed, delivered and duly filed of record. I) Pursuant to Minn. Stat. 82.77, Trademark Title Services, Inc. requires all loan proceeds to be "Collected Funds" or "Qualified Loan Funds." Loan proceeds must be received either by wire or by check deposited, finally settled and credited to Trademark Title Services. Inc.'s escrow account, prior to funds being disbursed. Wired funds are required for all amounts exceeding $3,000.00. Amounts up to $3,000.00 are This page is only apart of a 2016 ALTA® Commitment for Title Insurance issued by Stewart Title Guaranty Company. This Commitment is not valid without the Notice: the Commitment to Issue Policy, the Commitment Conditions: Schedule A. Schedule B, Part I - Requirements: and Schedule 8, Part 11- Exceptions. and a counter -signature by the Company or its issuing agent that may be in electronic form. Copyright 2006 - 2016 American Land Title Association. All rights reserved. AML RICAN LAND TITLE The use of this Form (or any derivative thereof]) is restricted to ALTA licensees and ALTA members in good standing as of ASWCIATIDN the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance (08-01-16) 20-4566 Schedule B only accepted in the form of Cashier's Checks, Certified Checks, or Title Company Checks made payable to Trademark Title Services, Inc. PLEASE NOTE: Trademark Title requires Examiner approval and possible further requirements and/or exceptions if the buyer, lender or seller will be utilizing Remote Online Notary services. The Policy to be issued will insure any loss or damage that may arise by reason of any intervening liens or encumbrances between the date of the commitment and the recorded date of the instruments creating the insured(s) interest. Note: Gap coverage is only given if Trademark Title provides the insured(s) closing services and receives a signed owner affidavit at closing. Parcel 1: 24 MONTH (MINIMUM) CHAIN OF TITLE: The current owner(s) shown on Schedule A were conveyed ownership to the land by Warranty Deed dated July 29, 2005, recorded August 12, 2005, as Document No. A421140 and by Warranty Deed dated July 10, 2017, recorded September 7, 2017, as Document No. A651410. This is provided as an informational note only and will not appear on any policy issued. Parcel 2: 24 MONTH (MINIMUM) CHAIN OF TITLE: The current owner(s) shown on Schedule A were conveyed ownership to the land by Warranty Deed dated April 10, 1987, recorded April 13. 1987, as Document No. A86076 and Warranty Deed dated October 21, 1988, recorded October 28, 1988. as Document No. A100588. This is provided as an informational note only and will not appear on any policy issued. 9. Parcell: Real estate taxes payable in the year 2020 are $4866.00 and are paid. Base tax is $4.833.00. Property Identification No. is 25-1550010. Property is Non -Homestead for 2020. NOTE Real estate taxes for 2020 and prior years are paid in full. NOTE: 2021 taxes are not yet available. 10. Parcel 2: Real estate taxes payable in the year 2020 are $5,810.00 and are paid. Base tax is $5,810.00. Property Identification No. is 25-1550022. Property is Ag Non -Homestead (NH Rur Vac Land Exempt) for 2020. NOTE: Real estate taxes for 2020 and prior years are paid in full. NOTE: 2021 taxes are not yet available. 11. Obtain and record partial release of Mortgage executed by Timothy A. Erhart, spouse of Dawne M. Erhart and Dawne M. Erhart, spouse of Timothy A. Erhart. as mortgagor(s) to KleinBank, as mortgagee, dated June 24, 2014, recorded June 27, 2014, as Document No. A595863 to secure $421,171.07. (Contains Additional Land) NOTE: A partial release was filed releasing all the land EXCEPT Lot 1. BLock 1. Butternut Ridge This page is only apart of a 2016 AL TAG Commitment for Title Insurance issued by Stewart Title Guaranty Company. This Commitment is not valid without the Notice, the Commitment to Issue Policy: the Commitment Conditions: Schedule A. Schedule B. Part I - Requirements. and Schedule B. Part 11- Exceptions. and a counter -signature by the Company or its issuing agent that may be in electronic form Copyright 2006 - 2016 American Land Title Association. All rights reserved. AME- LAND TITLE The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of "a -nam the date of use. All other uses are prohibited. Reprinted under license from the Amencan Land Title Association. ALTA Commitment for Title Insurance (08-01-16) 20-4566 Schedule B Addition. This mortgage secures an indemnity line of credit and/or revolving loan. The Company requires a satisfactory written statement from the existing lender confirming (a) the payoff amount, (b) that the line of credit has been closed or frozen, and no further draws/advances will be permitted and/or the right to future advances has been terminated, and (c) agreeing to deliver a full satisfaction/release upon payment of the outstanding balance. 12. NOTE: Upon examination it has been determined the property is vacant land - Parcel 2. Therefore. Survey coverage will not be provided to the buyer/borrower without an accurate survey of the premises. IF the buyer/borrower would like Survey coverage a current ALTA/NSPS survey of the subject land must be provided for review by the Examiner. The Company may be willing to rely upon an older survey (over 6 months old), but would require an Affidavit executed by the owner stating there have been no improvements on the land, including fences and other structures, since the date of the previous survey. If the survey reveals any encroachments, overlaps, boundary line disputes, or other adverse matters, they may appear as exceptions to the policy. We reserve the right to raise further requirements based upon our review. 13. Certification from the current Homeowners Association stating all assessments and/or monthly dues. if any, are paid to date of closing. NOTE: Name of Association appears to be Foxwood Homeowners Association. 14. Provide for review by the undersigned a fully executed Purchase Agreement. Further exceptions and/or requirements may be made based upon review of the same. 15. An executed copy of the Sellers Disclosure signed by all parties involved in this transaction is required to be forwarded to the undersigned prior to closing. Further exceptions and/or requirements may be made based upon review of the same. 16. Warranty Deed from Timothy A. Erhart and Dawne M. Erhart. spouses married to each other to Purchaser with contractual rights under a purchase agreement with vested owner identified at item4. 17. Trademark Title requires a Septic Compliance Certificate. Said Certificate must state that the septic system is operational and operating in compliance with the City and/or County and State regulations. Please contact the City or County for their specific forms and/or inspection requirements. In addition. a Carver County Property Transfer Septic System Disclosure Form executed by both the buyer and the seller must accompany the deed for filing. 18. The Proposed Policy Amount(s) must be increased to the full value of the estate or interest being insured, and any additional premium must be paid at that time. An Owners Policy should reflect the purchase price or full value of the land. A Loan Policy should reflect the loan amount or value of the property as collateral. Proposed Policy amount(s) will be revised and premiums charged consistent herewith when the final amounts are approved. 19. For each policy to be issued as identified in Schedule A. Item 2, the Company shall not be liable under this commitment until it receives a designation for Proposed Insured, acceptable to the Company. As provided in Commitment Condition 4, the Company may amend this commitment to add, among other things, This page is only a part of a 2016 ALTA® Commitment for TIHe Insurance issued by Stewart Title Guaranty Company. This Commitment is not valid without the Notice. the Commitment to Issue Policy, the Commitment Conditions: Schedule A: Schedule 8, Part I - Requirements. and Schedule 8, Part 11 - Exceptions: and a counter -signature by the Company or its issuing agent that may be in electronic form. Copyright 2006 - 2016 American Land Title Association. All rights reserved. AME- LAND TITLE The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of ASSOCIATION the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. lk ALTA Commitment for Title Insurance (08-01-16) 20-4566 Schedule B additional exceptions or requirements after the designation of the Proposed Insured. 20. Obtain and submit to the Company for recordation, a Mortgage naming Purchaser with contractual rights under a purchase agreement with the vested owner.. as Mortgagor(s) and the proposed insured as Mortgagee. NOTE: Minnesota Law requires fee owner AND any spouse of a fee owner to join in on the Mortgage Deed unless said Mortgage Deed is a qualified Purchase Money Mortgage. 21. The Owner's Policy will be issued for the value of the vacant land only. If it is desired that the improved value be insured. the Company must receive a written request to insure the improved value at least 5 days prior to closing. NOTE: There will be additional charges for the additional owner's coverage. (As to Parcel 2) 22. Subject premises is Abstract Property. Trademark Title Services, Inc. has prepared this Commitment from examination of the Public Records. 23. To schedule a closing. request a preliminary closing disclosure or settlement statement. please contact Nancy Lenzen at Phone 952-473-0642 or email Nancy.Lenzen@TrademarkTitle.com. 24. This Title Commitment was examined by Lisa Sealy. If you have any questions concerning this Commitment, please contact our Trademark Title Services, Inc. Production Department at (952) 224-8300 or email TTSupport@TrademarkTitle.com. This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Stewart Title Guaranty Company. This Commitment is not valid without the Notice. the Commitment to Issue Policy, the Commitment Conditions, Schedule A. Schedule B, Part I - Requirements; and Schedule B. Part N - Exceptions, and a counter -signature by the Company or its issuing agent that may be in electronic form. Copyright 2006 - 2016 American Land Title Association. All rights reserved. � AMERICAN LAND TITLE The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of "s Lina the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. It ALTA Commitment for Title Insurance (08-01-16) 20-4566 Schedule B SCHEDULE B, PART II Exceptions THIS COMMITMENT DOES NOT REPUBLISH ANY COVENANT, CONDITION, RESTRICTION, OR LIMITATION CONTAINED IN ANY DOCUMENT REFERRED TO IN THIS COMMITMENT TO THE EXTENT THAT THE SPECIFIC COVENANT, CONDITION, RESTRICTION, OR LIMITATION VIOLATES STATE OR FEDERAL LAW BASED ON RACE, COLOR, RELIGION. SEX, SEXUAL ORIENTATION, GENDER IDENTITY, HANDICAP.. FAMILIAL STATUS, OR NATIONAL ORIGIN. The Policy will not insure against loss or damage resulting from the terms and provisions of any lease or easement identified in Schedule A, and will include the following Exceptions unless cleared to the satisfaction of the Company: 1. Any defect, lien, encumbrance, adverse claim, or other matter that appears for the first time in the Public Records or is created. attaches, or is disclosed between the Commitment Date and the date on which all of the Schedule B, Part I - Requirements are met. 2. Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company: a. Defects. liens encumbrances, adverse claims or other matters, if any. created. first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed Insured acquires for value of record the estate or interest or mortgage thereon covered by this commitment. b. Rights or claims of parties in possession not shown by the public records. c. Any encroachment, encumbrance, violation, variation or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land. d. Easements or claims of easements not shown by the public records. e. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records. f. Taxes or special assessments which are not shown as existing liens by the public records. g. Rights or claims of tenants. as tenants only. in possession under unrecorded leases. 3. Any municipality/city charges and fees and municipal code compliance matters that are not currently a lien or assessment as disclosed by public records. 4. Minerals of whatsoever kind, subsurface and surface substances, including but not limited to coal. lignite, oil. gas, uranium, clay. rock, sand and gravel in. on, under and that may be produced from the Land. together with all rights, privileges, and immunities relating thereto. whether or not appearing in the Public Records or listed in Schedule B. The Company makes no representation as to the present ownership of any such interests. There may be leases, grants, exceptions or reservations of interests that are not listed. This page is only apart of a 2016 ALTAG Commitment for Title Insurance issued by Stewart Title Guaranty Company. This Commitment is not valid without the Notice: the Commitment to Issue Policy: the Commitment Conditions, Schedule A. Schedule B. Part I - Requirements: and Schedule B. Part 11 - Exceptions: and a counter -signature by the Company or its issuing agent that may be in electronic form. Copyright 2006 - 2016 American Land Title Association. All rights reserved. AME RICAN LAND TITLE The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of ASI MnO the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance (08-01-16) 20-4566 Schedule B 5. Those taxes and special assessments which become due and payable subsequent to the date of closing. 6. Restrictions, covenants. conditions, easements and assessments contained in Declaration recorded as Document No. A651415. which have not been violated to date, but deleting any restrictions based on race. color, religion. national origin, sex, familial status or handicap. Any future violation will not result in forfeiture or reversion of title. Parcel 1: 7. Subject to Temporary Access Easement recorded as Document No. A186881. 8. Terms and conditions of Agreement regarding the on-site septic system with the City of Chanhassen recorded as Document No. A186882. 9. Any inaccuracy in the area, square footage. or acreage of land described in Schedule A or attached plat, if any. The Company does not insure the area, square footage, or acreage of the land. 10. Easements for utility and drainage as shown on recorded plat. Parcel 2: 11. Any inaccuracy in the area, square footage. or acreage of land described in Schedule A or attached plat. if any. The Company does not insure the area. square footage. or acreage of the land. 12. 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. 13. Rights of other abutting land owners, State of Minnesota and Department of Natural Resources to use that part of premises which lies within the bed of the pond. 14. Such matters as would be disclosed by an accurate survey of the premises. Covered Risk 2(c) will remain as an exception on any policy issued. 15. Subject to an easement running in favor of Northwestern Bell Telephone Company recorded as Document No. A94210. 16. Subject to Perpetual "RIM" Reserve Conservation Easement for Wetland Restoration recorded as Document No. A98670. 17. Subject to Flowage Easement running in favor of the State of Minnesota recorded as Document No. A102336. 18. Terms and conditions of Wetland Alteration Permit #2006-32 recorded as Document No. A454353. 19. Restrictions, covenants, conditions, easements and assessments contained in Minnesota Wetland Conservation Act Declaration of Restrictions and Covenants for Site Specific Wetland Replacement recorded as Document No. A502924 which have not been violated to date, but deleting any restrictions based on race.. color, religion, national origin, sex, familial status or handicap. Any future violation will not result in forfeiture or reversion of title. This page is only a part of a 2016 ALTAO Commitment for Title Insurance issued by Stewart Title Guaranty Company. This Commitment is not valid without the Notice the Commitment to Issue Policy: the Commitment Conditions: Schedule A: Schedule B. Part I - Requirements: and Schedule B. Part 11 - Exceptions: and a counter -signature by the Company or its issuing agent that may be in electronic form. Copyright 2006 - 2016 American Land Title Association. All rights reserved. AMERICAN LAND TITLE The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of AiSO[IATILIN the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance (08-01-16) 20-4566 Schedule B 20. Terms and conditions of Conditional Permit #09-06 recorded as Document No. A504766. 21. Subject to easement for public roadway and drainage and utility purposes running in favor of the City of Chanhassen recorded as Document No. A509111. 22. Subject to grant of temporary easement for cul-de-sac purposes running in favor of the City of Chanhassen recorded as Document No. A651406. 23. Restrictions. covenants, conditions, easements and assessments contained in Declaration recorded as Document No. A652513, which have not been violated to date, but deleting any restrictions based on race. color, religion. national origin, sex, familial status or handicap. Any future violation will not result in forfeiture or reversion of title. 24. Subject to an easement and right-of-way for public sanitary sewer forcemain purposes running in favor of the City of Chanhassen recorded as Document No. 67631. 25. Terms and Conditions of the Iterim Use Permit dated December 4, 2020, filed February 3, 2021 as Document No. A716938. This page is only apart of a 2016 ALTA® Commitment for Title Insurance issued by Stewart Title Guaranty Company. This Commitment is not valid without the Notice, the Commitment to Issue Policy, the Commitment Conditions; Schedule A, Schedule B. Part I - Requirements; and Schedule B. Part lI - Exceptions, and a counter -signature by the Company or its issuing agent that may be in electronic form. Copyright 2006 - 2016 American Land Title Association. All rights reserved. AME- LAND TITLE The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of ,s XI�TIDII the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association, r ALTA Commitment for Title Insurance (08-01-16) 20-4566 Schedule B SCHEDULE C The Land is described as follows Parcel 1: Lot 1. Block 1, Butternut Ridge Addition, according to the recorded plat thereof on file and of record in the office of the county recorder, Carver County. Minnesota. Abstract Property Parcel 2: Outlot A. Butternut Ridge Addition. Carver County, Minnesota. EXCEPTING THEREFROM the following: Tract A: Outlot A. Butternut Ridge Addition. Carver County, Minnesota: which lies westerly and northwesterly of Line 1 described below: Line 1: Commencing at the north quarter corner of Section 26. Township 116 North, Range 23 West, thence run east on an azimuth of 89 degrees 58 minutes 40 seconds along the north line of said section for for 523.29 feet to the point of beginning of Line 1 to be described; thence on an azimuth of 230 degrees 31 minutes 30 seconds for 125.85 feet; thence on an azimuth of 251 degrees 33 minutes 26 seconds for 423.16 feet; thence on an azimuth of 173 degrees 19 minutes 17 seconds for 594.73; thence on an azimuth of 180 degrees 48 minutes 53 seconds for 493.70 feet to a point on the south line of said Outlot A and there terminating. ALSO EXCEPTING THEREFROM the following: That part of Outlot A. Butternut Ridge Addition. Carver County, Minnesota, lying westerly of the westerly right of way line of Trunk Highway No. 101, MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-46, AND 10-47. according to the recorded plats thereof. Carver County. Minnesota, and easterly of the following described line: Commencing at point B7 of said right of way plat, thence South 89 degrees 34 minutes 41 seconds West, assumed bearing, along the south line of said Outlot A 32.22 feet to the point of beginning of a line to be described, thence northerly 200.91 feet along a non-tangential curve. concave to the west, central angle 20 degrees 11 minutes 41 seconds, radius 570.00 feet, chord bearing North 09 degrees 18 minutes 16 seconds West. thence northwesterly 435.88 feet along a compound curve, concave to the southwest, radius 703.00 feet, central angle 35 degrees 31 minutes 29 seconds: thence North 54 degrees 55 minutes 36 seconds West, along tangent, 516.07 feet to a point on said westerly right of way line and said line there terminating. ALSO EXCEPTING THEREFROM the following: That part of Outlot A Butternut Ridge Addition according to the recorded plat thereof. Carver County. Minnesota lying westerly of a line described as follows: Commencing at the South corner of Lot 2, Block 4. Foxwood. according to the recorded plat thereof Carver County, Minnesota: thence on an assumed bearing of North 00 degrees 02 minutes 05 seconds West along the This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Stewart Title Guaranty Company. This Commitment is not valid without the Notice, the Commitment to Issue Policy: the Commitment Conditions: Schedule A. Schedule B. Part I - Requirements: and Schedule B. Part l! - Exceptions: and a counter -signature by the Company or its issuing agent that may be in electronic form. Copyright 2006 - 2016 American Land Title Association. All rights reserved. AME- LAND TITLE The use of this Form (or any derivative thereof) is restncted to ALTA licensees and ALTA members in good standing as of ASX MnO the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance (08-01-16) 20-4566 Schedule C East line of said Lot 2 a distance of 189.51 feet to the Northeast corner of said Lot 2 and the point of beginning of said line; thence South 48 degrees 05 minutes 58 seconds East 61.09 feet; thence South 41 degrees 54 minutes 02 seconds West 134.40 feet to the Southwesterly line of said Lot 2 and said line there terminating. ALSO INCLUDING THEREIN the following: That part of Tract A described as follows: Tract A: That part of Outlot A, Butternut Ridge Addition, Carver County, Minnesota, lying westerly and northwesterly o the following described line: Commencing at the north quarter corner of Section 26, Township 116 North, Range 23 West; thence run east on an azimuth of 89 degrees 58 minutes 40 seconds along the north line of said section for 523.29 feet to the point of beginning of Line 1 to be described: thence on an azimuth of 230 degrees 31 minutes 30 seconds for 125.85 feet, thence on an azimuth of 251 degrees 33 minutes 26 seconds for 423.16 feet. thence on an azimuth of 173 degrees 19 minutes 17 seconds for 594.73; thence on an azimuth of 180 degrees 48 minutes 53 seconds for 493.70 feet to a point on the south line of said Outlot A and there terminating. Which lies southerly and easterly of Line 1 described below Line 1: Commencing at the northeast corner of said Section 26: thence westerly on an azimuth of 269 degrees 58 minutes 40 seconds along the north line of said section for 2271.51 feet to the point of beginning of Line 1 to be described: thence on an azimuth of 238 degrees 14 minutes 10 seconds for 95.58 feet: thence on an azimuth of 248 degrees 55 minutes 29 seconds for 90.18 feet; thence on an azimuth of 260 degrees 03 minutes 27 seconds for 191.03 feet; thence on an azimuth of 217 degrees 01 minutes 09 seconds for 126.73 feet to a point hereinafter referred to as point "A thence continue on an azimuth of 217 degrees 01 minutes 09 seconds for 15.12 feet: thence on an azimuth of 172 degrees 14 minutes 03 seconds for 234.17 feet: thence on an azimuth of 177 degrees 20 minutes 28 seconds for 336.70 feet: thence on an azimuth of 180 degrees 17 minutes 57 seconds for 279.90 feet; thence on an azimuth of 181 degrees 15 minutes 16 seconds for 104.15 feet: thence on an azimuth of 183 degrees 39 minutes 13 seconds for 116.63 feet to a point on the south line of Outlot A hereinbefore described and there terminating. Also. That part of Lot 2. Block 4. Foxwood, according to the recorded plat thereof, Carver County, Minnesota lying easterly of a line described as follows: Commencing at the Southerly corner of Lot 2, Block 4. Foxwood, according to the recorded plat thereof, Carver County, Minnesota: thence on an assumed bearing of North 00 degrees 02 minutes 05 seconds West along the East line of said Lot 2 a distance of 189.51 feet to the Northeast corner of said Lot 2 and the point of beginning of said line: thence South 48 degrees 05 minutes 58 seconds East 61.09 feet: thence South 41 degrees 54 minutes 02 seconds West 134.40 feet to the Southwesterly line of said Lot 2 and said line there terminating. Abstract Property This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Stewart Title Guaranty Company. This Commitment is not valid without the Notice, the Commitment to Issue Policy: the Commitment Conditions: Schedule A. Schedule 6, Part I - Requirements; and Schedule B. Part 11 - Exceptions. and a counter -signature by the Company or its issuing agent that may be in electronic form. Copyright 2006 - 2016 American Land Title Association. All rights reserved. AME- LAND TITLE The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of wswcunoN the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance (08-01-16) 2445W Schedule C EAGLE BLUFF KNOW ALL PERSONS By THESE PRESENTS Thal Mack Cheny Deyabprrw:l LLC. a M—*& NrarN1 kwATy company owns of ve to bwtlg eewbed property, Then part of to sau, 732 26 Net d"nprih 762 26 Net d me So,Mwest 0— d tle Sbumeat 0—.. Se von N. TOAreteP 116 Nam, Range 23 W eel. Caner Caeq. MwY—Italyn9 east of me weal 271.791ee1 OWed ane wetI" of 6e centerbe of Slate H40m y No. 101 EXCEPT to pent Vwad E obee as k7ac-i Taal pat of to norm 160 Net of tte east 16 W NM of to ." 267 79 Net a"So,*n G w of re S.10 —, 0 Se tan 24. Tp t p 116 No- Rarga 23 W". Canty Cawrry Mw Ae. "V spM of to oo m 30 00 NM 11 ales AND Thal part d" -FI 271.79 NM m to r 762 26 1" d"Saa,weo 0— d rN Sty V—I O—W. Sxvon 24. To.Ww 116 Norm, Rarge 23 Wal. Canty Coady Matsuda end VM part a" Noll 30 00 Nee d M4SaAI1 QsrMr a M Soalewal Qerw."eael d"w" 271 79 NM teed w —0y Of ill damsons d 1N Seas Hglway No 101 davEed As TM pat d me sar111330.00 Nal d to e0 16.00 NM d to w" 271 79 NM d the S0,Ah a Qenm d to SaMwest Duan" Sedan 2s, Townsmp 116 NOM. Range 23 West, liner Cwnly. Mnn IA lytg so,0 of Use rar11, /601601 6W W EXCEPTING torr, fie abosw tach On loll—V. Thal part of to Sab1." Duarla of M Salm" Ouase of Seoeon 24. TOwW V 116 Norm. M.V. 23 W". Yawn as Pau+ 718 m MevesW DepartrrW+t of Tra+sccralan Rye of Wry Pial Nunbered 10 19 m"same a on lie anlo of record n M O to of to Canq Ramsar n and is Cawe Casty. Lb—uI Ano also aaepag TNI part a me Sour 73226 Nal d to Noll 762.26 NM of Oe Sou O—IW d to Sovv r Oeailar a Secbm 21. T.-ee p 116 NOrm, Range 23 West.Cayes Casq. ,eq. lying wateq d w Ina MII y '9111 d way Im d Tnai, tn Hghwq No. 101, Meadt d a Depar Tranepo—br, Rrgle d Wry m PW . 10-19, 1016 a 11017 acoadrlg b to rm0m*C paanaounndnd s Meted CCty. Mnese. e welly d to W—" desabW Ise Corm V 0 9e eeeneoDpn of Ve Sall ill of sW NOM 762 26 NM arta m —Wty ngm of way sne. t— m w assumW ba V be Nam 69 open 53 —**e 00 eeW be Well for a mstanu of 16 b Nal Shang eW soon"b"poee of boWmV of ee Tne b be, da06ld: me -e n Vely 380.691eal along A n—AiwV +W rive. odrrA.e N to eat cereal iegIe 23 d.9— 12 mrAAes 25 svc rade 691 W Net aero bw V Nom 02 ogees Ol —set; 29 0anda Wat tete Noll W degas 31—eee H eamnds Eaef 361 10 Ml. tese Nam 10 deyea 37 neyles 41 secmos East 16 2210 as"Noll ane of to Som 732 26 Net d Ve Nat 16226 NM e,W sW kre male laneemg And sbo eaGpar,g PwW 2716 m M,—Ia Depa ,t of Trenaponalan RVH of Way Pe NunberW 1017. Caner Canty. Mt bIa Has t—sed to sane 10 be suneyee all PWW as EAGLE BLUFF and does Meby oeo:Cale to me o Vd W puss use to dradm gal and ukMy easemats m Coaled by tau plal. n cess Mereot std Bl A Crwry Deveapnert LLC Is a6r— I—, M.&Y mnP" has causM Vase presen:s'o be aged by es Pnopa of— me bay a 20_ Sped BIW Awry Deveapr a LLC Tnamy Eden Manager STATE OF MINNESOTA COUNTY OF Tits MbVna 1 was mck-4m0ged bet" me on by Ttndlry Eman. Manager d BMb Cne"ry DMeooenI LLC. a karnesots Imatd Mbeey cwp" m b" of me -'p" Peat Name Nary Plbkc, Casa mi— It, inaOraMy Comre>.pn Eapea SURVEYORS CERTIFICATE I Da P EI oo, m Nreby cMMy mal to PM—pep. M ma v ur,esr my arW MpaneeM. tet em • d,q lacenfed Land Surveys n t1e Stale a MteeWe. tet me pW a . omecl reprnaraatan a Ve bo -d., survey. men as matwnreol def all NOals ale Wrby daegnalsd m to qac mal M monrnees dMK**d m On Plat have been. W"be Weoty sen a ale YW ee all waw bamdaoes and wet NnOs. a deared n Mnnesaa Stakalft SM 506.01. Std 3, she d to dale of 11,01 cabkaN ale st— 010 Iebow m M qac and as mbk ways are alae' and Iabeled m t" Pla Dated tvs _ day of . 20 Derw P EAr— Uonwd Land S.—" Mrreeda lase No 57366 STATE OF MINNESOTA COUNTY OF Tib ratr,srlert was sCkr..NOgw before mem by Donal P. Ekren, A Ucersss 1 La -I Sungar, Pm Name Nowy Pdlso. CourqMeaesda My Corrvnneon Es es CHANHASSEN. MINNESOTA The Pei of EAGLE BLUFF was *W—d and accepted by me City Council of Me Cty of CNannasun. M.nnada at a regda, m g filled heN ,n,.1 PIM N in oonpWae ell 0. Prownm a Me reaaa SlabrNs. Sacem 906.03. Subd. 2 CAT Grits. Cay of CNrWaaen. k6r.eeaa BY Mayor Caen COUNTY SURVEYOR, CARVER COUNTY. MINNESOTA P— a Gagner 395 Mrvwada Laws d 19-1 V.a Na: nes Deen aw— to Gey a 20_ B,.a^ F,— a Cwrty. S1l M By PLAT FILE NO. C.R. DOC. NO day of . 20_, And sato COUNTY AUDITOR. CARVER COUNTY. MINNESOTA I web, ce My mal Wes payaae n wo gra yearn hen been pW W Wb deaabsd m tau qM Dates he day of 20 C.yual Campos, Cwdy Au61a By COUNTY RECORDER. CARVER COUNTY. MINNESOTA I rusty —10y Vat ills pent d EAGLE BLUFF was !, d ma oat Of 20_, M o'clock _ M. as Document Number Kamen Le -s County Recorder By _,iTY OF CHANHASSEN RECEIVED JUN 18 2021 :'HANHASSEN PLANNING DEPT ALLIANT SHEET l PLAT FILE N0. HE /{ EAGLE BLUFF CR DOC NO T$W 1 OF SEC 24, T. 116, R. 23, CARTER COUNTY MONUMENT / l-- 1— — �\ . .... .•\: .. •. I .- I IN LINE OF SW I I I I/1 OF THE ,{— 732128 FEET OF N. I SW SEC OF 76218 FEET— — — — \ \ _ S09'S301M 278.54 157 4a \ I(( 509'34'44-W \ I 'i�__•2C53 ' G --DRAINAGE AND UTILI7r-^r-- \ EASEMENT WETLAND I ig \ ! no/.f'r�/ II ' (S. LII E OF HE TN. I \� 3 6�/ % / MOE OF ' 1 180 FE'E.. L WATER - / 1'ry / I \ SOMME 8 g •o \ % / 3200 --EDGE OF ' WET LAND J \ I ` N3 �1 •-' �g>= g I—I ���r \�.l ._;;='20..6 i s7 _ I 1N7a'36'20.1i 8.67 N63'39,m,w 1` 29.03 1 N49`23 -57-W 1 29.47 I 1 IL I 1 :I 16.00 1 1I I 2 I I ` N `" ig I I NM 4m--" Q � = ` 1 _ -EDGE OF EDGE OF WET LAND WATER EDGE OF t N B WET LAW / / D Tu OF I OUTLOT A / y '�S LINE THE IN / � 4 / 1 1 / \ / 762.28 FEET \ Se1'6300'E T71.79 SOM"IF 243.11 iw I t I _SW coR_ a THE sw I/4 OF SEC 24 T. 86. R. 23. 1 I COUNTY NTY — — CARVERMONUMENTC NORrNWE57 Cava co, 7ME SW //I .' CF SEC. 24. 7WP /l6, R6f 23 SW4629 DESC se9_vrs,T 6.2.52 _LYMAN BOULEVARD rF AVR7N LOLL OF 7N£ NGWIN ALr • PLy*r L[GNNM: CK rNC SW //4 07 SEC 21 n �h W I:Y: rK b g �2 � 4 b - Iryn A � 4 � Q N N 4�. T ? hh Ih` --SW COR OF N //2 OF 1 SW I/4 OF SFC 24 66L144 L1ESC r % 569'SJ'OOT 660.52 CSW Fol CEN ERUIRIE oiE7NL NOT TO SC4 E VICINITY MAP SECTION N. T. 116.R 23 NN I/a HE 1/{ '- SSW 11/{ 1 C T SE I/s NOT TO SCALE DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: NOT TO SCALE Being 5 feet in width and adjoining lot lines and 10 feet in width and adjoining street lines as shown on this plot, unless otherwise shown. THE NORTH LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 24, TOWNSHIP 116 NORTH. RANGE 23 WEST. IS ASSUMED TO HAVE A CARVER COUNTY BEARING OF N89'53 00'W. Denotes monument found 1/2 inch iron pipe Denotes 1/2 inch . 18 inch iron monument set marked by license no. 57366 unless otherwise shown Denotes mag nal set w/ brass disc marked by license no. 57366 unless otherwise shown N Scale in feet 0 60 12018V ONE INCH EQUALS SIXTY FEET ALLIANT "EAGLE BLUFF" CITY OF CHANHASSEN RECEIVED JUN 18 2021 REZONING, PRELIMINARY SUBDIVISION AND FINAL PLAT REQUEST SUBMITTAL NARRATIVE CHANHASSEN PLANNING DEPT CHANHASSEN, MINNESOTA June 18, 2021 SITE INFORMATION Legal Description: Tract A: That part of the south 732.28 feet of the north 762.28 feet of the Southwest Quarter of the Southwest Quarter, Section 24, Township 116 North, Range 23 West, Carver County, Minnesota, lying east of the west 271.79 feet thereof and westerly of the centerline of State Highway No. 101 EXCEPT that part thereof described as follows: That part of the north 180 feet of the east 16.00 feet of the west 287.79 feet of the Southwest Quarter of the Southwest Quarter, Section 24, Township 116 North, Range 23 West, Carver County, Minnesota, lying south of the north 30.00 feet thereof. Tract B: That part of the west 271.79 feet on the north 762.28 feet of the Southwest Quarter of the Southwest Quarter, Section 24, Township 116 North, Range 23 West, Carver County, Minnesota and that part of the North 30.00 feet of said Southwest Quarter of the Southwest Quarter, lying east of the west 271.79 feet thereof and westerly of the centerline of the State Highway No. 101 described as: That part of the north 330.00 feet of the east 16.00 feet of the west 271.79 feet of the Southwest Quarter of the Southwest Quarter Section 24, Township 116 North, Range 23 West, Carver County, Minnesota, lying south of the north 180 feet thereof. EXCEPTING from the above Tracts A and B the following: That part of the Southwest Quarter of the Southwest Quarter of Section 24, Township 116 North, Range 23 West, shown as Parcel 71 B on Minnesota Department of Transportation Right of Way Plat Numbered 10-19 as the same is on file and of record in the office of the County Recorder in and for Carver County, Minnesota. And also excepting: That part of the South 732.28 feet of the North 762.28 feet of the Southwest Quarter of the Southwest Quarter of Section 24, Township 116 North, Range 23 West, Carver County, Minnesota, lying westerly of the westerly right of way line of Trunk Highway No. 101, Minnesota Department of Transportation Right of Way Plat no. 10-19, 10-46 and 10-47 according to the recorded plats thereof, Carver County, Minnesota, and easterly of the following described line: Preliminary Subdivision and Final Plat Submittal June 18, 2021 Eagle Bluff — Chanhassen, MN Page 1 of 5 Commencing at the intersection of the South line of said North 762.28 feet and said westerly right of way line; thence on an assumed bearing of North 89 degrees 53 minutes 00 seconds West for a distance of 16.48 feet along said south line to the point of beginning of the line to be described; thence northerly 360.89 feet along a non-tangential curve, concave to the east, central angle 23 degrees 12 minutes 25 seconds, radius 891.00 feet, chord bearing North 02 degrees 01 minutes 29 seconds West; thence North 09 degrees 34 minutes 44 seconds East 36 1. 10 feet; thence North 10 degrees 37 minutes 41 seconds East 18.22 feet to the North line of the South 732.28 feet of the North 762.28 feet and said line there terminating. And also excepting: Parcel 271 B on Minnesota Department of Transportation Right of Way Plat Numbered 1047, Carver County, Minnesota. Address: 9197 Eagle Ridge Road, Chanhassen, MN. PID & Acreage: 250240811, 4.10 acres PRELIMINARY SUBDIVISION AND FINAL PLAT REQUEST The proposed plan consists of a low-density single family residential subdivision that splits an existing parcel into 2 single family residential lots. The existing home would remain on 1 parcel and a new home would be constructed on the new lot. EXISTING SITE DESCRIPTION The development site is 4.10 acres and is bound by CSAH 101/Great Plains Blvd to the east, the `Foxwood' subdivision to the north and west and land guided for low density residential to the south. The property currently includes one single family residence and driveway which connects to a private road that extends from Eagle Ridge Road to the north. There are 2 wetlands within the site boundary and the topography has a highpoint roughly midpoint of the property near the existing home with drainage breaking to the north or south. The north half of the property contains the yard of the previous homeowner including maintained lawn, vegetable and flower gardens and several yard trees. The south half of the site contains a wooded slope and a portion of a larger wetland which continues offsite to the south. Comprehensive Plan Designation The application area has a current and future Comprehensive Plan Land Use designation of Residential Low Density. The adjacent land uses are also Residential Low Density. The Residential Low Density land use guides for single family housing density of 1.2 — 4.0 units per acre. The proposed development plan has a net density of 1.2 units per net acre and is consistent with the 2040 Comprehensive Guide Plan land use for the property. Zoning Classification The property has a current zoning classification of A2 — Agricultural Estate District, which is not consistent with the City's guide plan density for the property. The proposed subdivision does require a rezone of the property to RSF — Single Family Residential District which will provide a zoning district that is consistent with the 2040 land use plan. The proposed rezoning will be consistent with surrounding uses which includes RLM — Residential Low and Medium Density District to the north and west and A2 -Agricultural Estate Preliminary Subdivision and Final Plat Submittal June 18, 2021 Eagle Bluff — Chanhassen, NIN Page 2 of 5 District to the south. The existing parcel does have the necessary size and dimension to allow for platting of a 2 -lot subdivision compliant with RSF zoning regulations. PROPOSED RESIDENTIAL SUBDIVISION PLAN The applicant's intent is to create a 2 -lot single family residential development that is consistent with the existing single family lots in the vicinity of the property and is considerate of market demands. The Developer is proposing to keep the existing home on one lot and build a new home on the second lot. The existing lot only has right of way frontage to CSAH 101/Great Plains Blvd. but does not have access rights to connect to that roadway. The parcel does have access to a private road connection to Eagle Ridge Road. The existing private road is also currently used by the existing residence west of the development site. The Developer is proposing to continue using the private road and a portion of the existing driveway to avoid disturbing 2 existing retaining walls and to preserve several large existing trees. The 2 proposed lots would share the existing driveway through that retaining wall location and then split into individual driveways to the south after that. A new driveway will be extended to the proposed lot and the existing driveway will continue to be used for the existing home. The lots as designed, will not have the typical right of way frontage for proposed driveway connections. As noted, proposed lot 2 will have frontage along Great Plains Blvd., however, lot 1 will technically have no right of way frontage. The developer has proposed the new lot line between the 2 lots in such a way that driveway route can be maintained fully on lot 2 reducing future easement needs for lot 2 onto lot 1. This lot line configuration does create an irregular lot shape, as such, we have assumed that the front yard for these proposed homes will be to the north and established setbacks accordingly, see site plan. The followim,, is a summary of primary project elements currently_ proposed: Densitv Calculation Gross Acreage 4.101 acres Wetland Area 1.204 acres Wetland Buffer Area (Full Area Dedicated) 0.875 acres* Ex Retaining Wall Easement 0.092 acres Outlot A Area Upland of Wetland and Buffer 0.240 acres Net Buildable Acreage (Lots) 1.690 acres Net Density 1.2 units per acre *Includes the areas within Outlot A Proposed Proposed Lot Dimensions RSF Standard Lot 1 Lot 2 Width along R/W Frontage 90'(min.) n/a 379.3' Width at proposed Front Setback n/a 100 ft' 152.0 ft' - Lot Depth 125' (min.) Both exceed minimum Lot Size Minimum 15,000 sf 30,778 sf 78,137 sf Setbacks: Side Setbacks 10' 10' 10' Front Setback to City R/W 30' n/a n/a Setback to CSAH 101 50' n/a 50' Rear Setback 30' 30' 30' Wetland buffer setback 30' n/a 30' Preliminary Subdivision and Final Plat Submittal June 18, 2021 Eagle Bluff — Chanhassen, MN Page 3 of 5 District to the south. The existing parcel does have the necessary size and dimension to allow for platting of a 2 -lot subdivision compliant with RSF zoning regulations. PROPOSED RESIDENTIAL SUBDIVISION PLAN The applicant's intent is to create a 2 -lot single family residential development that is consistent with the existing single family lots in the vicinity of the property and is considerate of market demands. The Developer is proposing to keep the existing home on one lot and build a new home on the second lot. The existing lot only has right of way frontage to CSAH 101/Great Plains Blvd. but does not have access rights to connect to that roadway. The parcel does have access to a private road connection to Eagle Ridge Road. The existing private road is also currently used by the existing residence west of the development site. The Developer is proposing to continue using the private road and a portion of the existing driveway to avoid disturbing 2 existing retaining walls and to preserve several large existing trees. The 2 proposed lots would share the existing driveway through that retaining wall location and then split into individual driveways to the south after that. A new driveway will be extended to the proposed lot and the existing driveway will continue to be used for the existing home. The lots as designed, will not have the typical right of way frontage for proposed driveway connections. As noted, proposed lot 2 will have frontage along Great Plains Blvd., however, lot 1 will technically have no right of way frontage. The developer has proposed the new lot line between the 2 lots in such a way that driveway route can be maintained fully on lot 2 reducing future easement needs for lot 2 onto lot 1. This lot line configuration does create an irregular lot shape, as such, we have assumed that the front yard for these proposed homes will be to the north and established setbacks accordingly, see site plan. The following is a summary of primaryproject elements currently proposed: Densitv Calculation Gross Acreage 4.101 acres Wetland Area 1.204 acres Wetland Buffer Area (Full Area Dedicated) 0.875 acres* Ex Retaining Wall Easement 0.092 acres Outlot A Area Upland of Wetland and Buffer 0.240 acres Net Buildable Acreage (Lots) 1.690 acres Net Density 1.2 units per acre *Includes the areas within Outlot A Proposed Proposed Lot Dimensions RSF Standard Lot 1 Lot 2 Width along R/W Frontage 90'(min.) n/a 379.3' Width at proposed Front Setback n/a 100 ft' 152.0 ft' - Lot Depth 125' (min.) Both exceed minimum Lot Size Minimum 15,000 sf 30,778 sf 78,137 sf Setbacks: Side Setbacks 10' 10' 10' Front Setback to City R/W 30' n/a n/a Setback to CSAH 101 50' n/a 50' Rear Setback 30' 30' 30' Wetland buffer setback 30' n/a 30' Preliminary Subdivision and Final Plat Submittal June 18, 2021 Eagle Bluff — Chanhassen, MN Page 3 of 5 Notes: 1. Setback proposed where lot 1 width equals 100' on north side of existing home. 2. Lot width measured at south side of wetland 1 at the 30' setback to wetland buffer. Vehicular Site Access and Pedestrian Circulation The proposed development does not require construction of any new public roadway or walkways. Right of way access for vehicles and pedestrians is available to both lots via the private road extension from Eagle Ridge Road through Outlot B of the Foxwood development. Grading The only grading required will be what is necessary to: prepare grade for the new lot's driveway extension, build the new home on lot 2 and excavate a stormwater storage basin. All earthmoving activities necessary for construction will require erosion and sediment control per City of Chanhassen and Riley Purgatory Bluff Creek Watershed District requirements. Sanitary Sewer and Watermain The project does not require extension of any public sanitary sewer or watermain trunk lines. The Foxwood development extended public sewer and watermain within Outlot B to the northwest corner of the development parcel. One set of sewer and water was extended to the existing lot; however, the previous homeowner did not complete connection of the services to the existing home. The proposed lot split request proposes to complete the connection of the existing services to the existing home and then abandoned use of the existing septic system. A second set of services will then be installed to connect the proposed lot 2 home to the public utilities. The utilities are proposed to be installed by either open cut construction and/or directional drill installation to minimize disturbance to the existing driveway and large existing trees on the property. The new home will result in addition of one single family home being routed to the existing Foxwood lift station and the lift station does have the necessary capacity. Stormwater Mana eg ment The development is located within the Riley Purgatory Bluff Creek Watershed District. The development is required to provide stormwater management due to amount of required earth disturbance and new impervious created by the addition of a new home and driveway extension. Stormwater management will be provided by means of an infiltration basin on the new lot 2. Wetlands The development site was reviewed for wetlands by Kjolhaug Environmental Services (KES). KES has identified 2 wetlands (1 and 2), either fully or partially within the property. A MnRAM analysis has been performed with the delineation to confirm the classifications of the wetlands. There are no impacts proposed to either wetland area. The City of Chanhassen and Riley Purgatory Bluff Creek Watershed District have slight differences in wetland classification labels and regarding wetland buffers requirements. The following is a summary of the buffer requirements for the project: Preliminary Subdivision and Final Plat Submittal June 18, 2021 Eagle Bluff — Chanhassen, MN Page 4 of 5 Local Governmental Unit City of Chanhassen Riley Purgatory Bluff Creek Watershed District Wetland Classification Buffer Strip Requirement Principal Structure Setback to Buffer Accessory Structure Setback to Buffer Wetland Classification Average Buffer Width Required Min. Buffer Width Required OUTSTANDING 50 50 50 N/A PRESERVE 40 40 20 EXCEPTIONAL 80 40 MANAGE 1 25 30 15 HIGH 60 30 MANAGE 2 20 30 15 MEDIUM 40 20 MANAGE 3 16.5 30 15 LOW 20 10 The development plan assumes a buffer application by proposing buffers in compliance with RPBCWD averaging criteria but then including the structure buffer setback in accordance with the City rules. following is a summary of the proposed wetland buffers: Wetland Area Classification Lineal Buffer Area Minimum Average Buffer Frontage I For Avg Calc.Z Buffer Width Provided 1 0.269 ac MANAGE 1 335 LF 13,439 SF 20' 40.1' 2 0.935 SF MANAGE 1 411 LF 42,497 SF 20' 45.1' Notes: 1) Lineal frontage listed is as assumed for buffer requirement calculation, also refer to wetland management plan for additional calculation details. 2) Actual wetland buffer to be provided is greater than value used for averaging calculation. Tree Preservation The estimated baseline tree canopy coverage for the existing site is 39% of the net area (excluding site wetland area). Per the City code, low density residential is then allowed to remove to a limit of 35% tree canopy prior to requirement of mitigation. The development plan proposes to maintain tree canopy coverage of 36% and thus no tree replacement is required per City Ordinance. Landscaping Each lot is required to install a minimum of one deciduous or conifer tree in the front yard, in accordance with the City's Subdivision Ordnance. The new tree must either be an 8' conifer or 2.5" deciduous with species chosen from the City's approved list. TIMING/PHASING If the City approves the proposed subdivision request, it is the Applicant's desire to proceed with modifications to the existing home and placing both lots are the market. CONCLUSION The applicant respectfully concludes that this request for subdivision approval will allow for a development consistent with adjacent single family residential lots and the City Goals and Objectives for this area. Preliminary Subdivision and Final Plat Submittal June 18, 2021 Eagle Bluff— Chanhassen, MN Page 5 of 5 CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 07/02/2021 11:49 AM Receipt No. 00476734 CLERK: ashleym PAYEE: Schutrop Building Development 540 Lakota Lane Chaska MN 55318- 9197 Eagle Ridge Road ------------------------------------------------------- Use & Variance 200.00 Sign Rent 200.00 Rezoning Fees 500.00 GIS List 87.00 Final Plat 700.00 Subdivision 300.00 Total Cash Credit Cd Check 6779 Change 1,987.00 0.00 167.00 1,820.00 0.00 9197 Eagle Ridge Road SUB and FP PC File No. 2021-15 (BG) $0.00 Consolidate Lots $0.00 Lot Line Adjustment $0.00 Subdivision ($600 + $15 per lot) $300.00 Subdivision (3 lots or less) $700.00 Final Plat $0.00 Vacation $87.00 Property Owners List ($3.00 x 29) $200.00 Variance (Private Street) $500.00 Rezoning $200.00 Notification Sign $0.00 Deeds $0.00 Attorney's Fees $0.00 Recording Fees $1,987.00 TOTAL $1,820.00 Ck #6779 from Schutrop Building Development $167.00 Balance Owed $0.00 Adjustment ��L.,IIry ��s� Z193 COMMUNITY DEVELOPMENT DEPARTMENT Planning Division - 7700 Market Boulevard Mailing Address - P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1130 / Fax: (952) 227-1110 AGENCY REVIEW REQUEST LAND DEVELOPMENT PROPOSAL CITY OF CHMNSEN Please review and respond no later than the review response deadline Agency Review Request Date June 21, 2021 Contact: Robert Generous. AICP Senior Planner Planning Commission Date: July 20. 2021 at 7:00 q.m. Agency Review Response Deadline July 8, 2021 Contact Phone: 952-227-1131 City Council Date: Auqust 9, 2021 at 7:00 p.m. Date Application Filed: May 14, 2021 Contact Email: bgenerous@ci.chanhassen.mn.us 60 -Day Review Period Deadline: Auaust 17, 2021 Application: Consider a request for rezoning from Agricultural Estate (A2) to Single -Family Residential (RSF) and subdivision approval of two lots and one outlot with variances for a private street and private street width on property located at 9197 Eagle Ridge Road Applicant Schutrop Building & Development Corp / Property Owner Black Cherry Development Planning Case: 2021-15 ^Web Page: www.ci.chanhassen.mn.us/2021-15 In order for staff to provide a complete analysis of issues for Planning Commission and City Council review, we wouio appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, stormwater drainage, and the need for acquiring public lands or easements for park sites. street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. Your cooperation and assistance is greatly appreciated. City Departments: Federal Agencies: Adjacent Cities: ❑ Attorney ❑ Army Corps of Engineers ❑ Chaska ® Building Official ❑ US Fish & Wildlife ❑ Eden Prairie ® Engineering ❑ Jackson Township ® Fire Watershed Districts: ❑ Minnetonka ® ® Forester Park Director E] Carver County WMO [:]Shorewood E] Victoria ® Water Resources ❑ Lower MN River F1Law Enforcement E] ® Minnehaha Creek Riley Creek Adjacent Counties: -Purgatory -Bluff ❑ Hennepin Carver County Agencies: Utilities: ❑ Scott ❑ ® Community Development Engineer ® Cable TV - Mediacom School Districts: ❑ Environmental Services ® E] Electric -Minnesota Valley Electric - Xcel Energy ® Eastern Carver County 112 F1 ❑ Historical Society Parks ❑ Magellan Pipeline E] Minnetonka 276 ❑ Soil & Water Conservation District ® Natural Gas - CenterPoint Energy ® Phone - CenturyLink Other Agencies: State Agencies: ❑ Hennepin County Regional Railroad F-1 BoardBoard of Water &Soil Resources E]MN Landscape Arboretum f_1 Health ❑ SouthWest Transit ❑ Historical Society ❑ TC&W Railroad ❑ Natural Resources -Forestry ❑ Natural Resources -Hydrology ❑ Pollution Control ❑ Transportation 9197 Eagle Ridge Road SUB and FP PC File No. 2021-15 (BG) $0.00 Consolidate Lots $0.00 Lot Line Adjustment $0.00 Subdivision ($600 + $15 per lot) $300.00 Subdivision (3 lots or less) $700.00 Final Plat $0.00 Vacation $87.00 Property Owners List ($3.00 x 29) $200.00 Variance (Private Street) $500.00 Rezoning $200.00 Notification Sign $0.00 Deeds $0.00 Attorney's Fees $0.00 Recording Fees $1,987.00 TOTAL $1.820.00 Ck #6779 from Schutrop Building Development $167.00 Balance Owed $0.00 Adjustment ,-- -IAa 4�L�� EAGLE BLUFF CHANHASSEN, MINNESOTA ia-------- l WETLAND I l � 2 1 BLOCK j OUTLOT A r f WETLAND 2 4• � tlWAn4.tleYl-e,fL10 � r / I If r I Ir r I / r CT. P 3 'tiC o� Cl BARBARA �r DR. O CT. Z Z �t OP ? CT. v 18 L ,n D K n Ms+ Air m Qa 17 1 C- �T Y WAY FSp / JV4 .V ESDA CIR T.~i W F` LU cc 0 129. `Ti W � JV N W Ev m CHEST eRFJE`A�f �( t4lEO f BLVD. I z ';Q W 0 > W W r Q U Lok Rile 146. PARKLAND WAY 147- SHOREVIEW CT. 148. CREENVIEW DR. 1 .SL; DR. PROJECT) LOCATION a � W. 95th ST. i`O�O 4V 1 t., RINEvIa Eyy NCAIESTEAO w CT. 14 r PIONEER N X40 d • �i y`' BRAMBLE @P Z a 101 0 VICINITY MAP NOT TO SCALE TR. CT. L- LA. DEVELOPER SCHUTROP BUILDING & DEVELOPMENT CORPORATION 540 LAKOTA LANE CHANHASSEN, MN 55318 CONTACT: MARTY SCHUTROP CONSULTANT ALLIANT ENGINEERING, INC. 733 MARQUETTE AVENUE SUITE 700 MINNEAPOLIS, MN 55402 PH: 612-758-3080 FX: 612-758-3099 LICENSE NO. 4348U EM: mrauschCaalliant-inc.com LICENSE NO. 57366 EM: dekrcm@alliant-inc.com SHEET INDEX NO. CITY OF CHANHASSEN COVER SHEET I RECEIVED EXISTING CONDITIONS SURVEY 2 DETAILS PRELIMINARY PLAT 4 JUN 1.8 2021 SITE AND UTILITY PLAN 5 GRADING, DRAINAGE AND EROSION CONTROL PLAN 6 TREE CANOPY COVERAGE PLAN 7 CHANHASSEN PLANNING DEPT WETLAND MANAGEMENT PLAN g N 0 25 50 i"; SCALE 't• FT_E- 46 ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com DESIGNED: J m" DRAWN: TAS PROJEC- NO' 221-0104 m SHEET 1 OF 8 U) g a J Z O LL Z }H LL Q W_ Z m W t� V, cc J = J LU C7 z Q cc O w c) IL U 7—by certify that this plan, of pPe atred''bM1 � ovande r dir<f ape ision and that I a dal, Licensed PROFESSIONAL ENGINEER ander the laws of Me State of MINNESOTA MARK RAUSCN, PE Dale L�cenfe No. QUALITY ASSURANCE/CONTROL Br DATE DATE ISSUE DESIGNED: m" DRAWN: TAS PROJEC- NO' 221-0104 1 SHEET 1 OF 8 1 I I I 1 \ \ � Z lR 0 M M D .Q7 • r I i / y UERASD I Q9 I Z ter[ V M a albs t rQ1 _ ( s>• 8 I =_• r h ' 1 = at 1 _ UST or ngrplTT NC l.s( a0[S-� FcT art-� - 1 erasers i I NW53001M—� 11.00 1 I I � is / ®W a, i ----------------- /71.79 ----------------- 1... , 1 , y I 1 , 1 I I EXISTING CONDITIONS SURVEY T 0 30 60 120 1'Y SCALE IN FEET LEGAL DESCRIPTION T— A That pat of Me south 732 20 bet of Me north 76228 Peet of the Southwsat Ouaner of pre Southwest Outer. Sao: -- 24, Townsh p 116 Not Range 23 Wast. Carver Carly. MnneSom lyng east of the wast 271.79 bel there01 and wasterfy of pre centenme of State Highway No. 101 EXCEPT Mat part thereof daeoibsd as bell a That pan of the north 180 het of pre fast 16.00 fen of the west 287.79 feet of the Scull a l Owner of ma Southwes Ouariar. Sector 24, Township 116 North. Range 23 West, Carver Canty. Mimeaota. krng South of the north 30 00 teal tan d Trott B That pant of the wesl 271.79 feel On the north 762,28 Met of the Southwest Ouadw of the Sartnwe3l Quarter. S-1. 24, Townshp 116 North. Range 23 We3t. Carver Courrty. Mmnesota and that pan of the North 30 W feel of -0 South—sl 0uartw of the Southway Quarter. lying earl of the .¢51271 79 ten thereof and wewerty of to qa tW— d the Stora RigMuay No 101 dasbibad as That pen of the north 330.00 few of the seer 16.00 few of the wast 271 79 Peet of the Southwest Quarter of t^.e SaMwasf Quadw SKbm 24, Toanwhip 116 North, Range 23 West, Carver Canty Mmr,aSota IrN earth of the north 1001" thereof. EXCEPTING nom to above Tracts A and B Me bltowing. That part of the Sannweat Ouarter of the Soupmast Ouarler of Secton 24, Townsfep 116 Nath, RWW 23 Wast a . Mown as Pcer 718 m Memesaa Departmmi of T,arspOntbn RVM d Way Fiat Numbered 1019 as the same s m t9e and Of —ord n the office of pre County Recorder h and for Carver County, ahrnee0u Arid also esCepVrg. That pal of Bre South 732.26 fen of the North 762 28 feet of the SouttwMl Quarter of the SouNweet Quarter Sacton 24, TowmNp 116 North. Rarpe 23 West Carver Cwrity, Minne3ote. IYIN weslerfy of the waele ty 11911: 1' war Ire d Trunk fv HVtwNo 101. Morn to Department of Transpcnabn Rpm 0f Way Plat n0. 1018. 1046 and 10-47 accordeg to the recorded plats turaof Carvw County, Mnnefaa. Mrd ea 4erlY Of the f000 wng d—b8d Ina. Carmrnceg a Me "W,acoon of Bre SSM ane of Sad North 762 28 hat and sere wfaany rpt of way ay: 0— m an a,e nMd bearrng d North 89 oegees 53 mnuas 00 seconds West for a datance of 16 48 fast along ead south lee to that pare 0 beg—ng of Me lone to be dexnbed, Bunco northerly 360.89 bet along a—terhganbei ourvfconcave to to east. can" "23 dagnsas 12 mw" 25 aeconda, radus 891.00 feet. mord beanng Non` 02 das egra01 mmuas 29 seconds West. thence Nath Oe degrees 34 mnuas M second. Em361.10 feet. tMnce North 10 degrees 37 mnues 41 SaCa M East 18.22 Iee110 Ne North fere of the South 73228 bel of the North 762 25 OW and sed line tyle twnMnetrng And also eadepang Pace 2718 on Mnnesaa Depaitrrenl of Transpdrbbon Rp.•q of Way Plat Numbered 10.47. Caves C. -r! Mnrusaa NOTES s e e e e c.c I This sway and Me pmpfrty d—pton 0— herrn w basad upon nbmaem Sound n Me oe neral poYcy WWwW by Carver Canty Abated 8 Tina. Co.. Inc. as = g agent for Cr—go Tta Insurance Canperry. Comrtwnera No. CA 32373. dated January 27.2021, 2. The buaan of underground uhht,es ere depicted bnW m mn hvr nbnaboorn GopState One CMsystem IV systeto a 'Boudley Suver/ ldoale'. The nlmnabdh ern pro,hOed by a comdnabon of —,fade reaps. proposed Pau or fry records and Said Iocabor S what+ may not be avert Verify a uelmae onbcal bo oorhath-bon or dasgn. 3 The oneraabah Of th s beang ataan a bused Or, the Carver County COadaWa SyVw NAM (88 Adt). 4. NI Obtanes w n l" 5. The Yea d to above described prop" a 178.620 square feet or 4.1 ewes. 6. SeMoh alk. Top fora Of hydrant on the norum" sofa of the Me saten mow out a eac of Eagle Rdge load -a- an aevabon of 900 07 fog NAV088. 7. Wedada atnown hereon wars daanfwW by Kpwa g Er—T- tal Sere as E a 0 LEGEND O SET CAP IRON YOMU 157366 —c— UNDERGROL040 GAS. • FOUND IRON MONUMENT — I — WATERMAIN • SET MAG NAIL —I>—SANITARY SEWER a HYDRANT —E— UNDERGROUND ELECTRIC X WATER VALVE — ra— UNDERGROUND FIBER OPTi^_ m TELEPHONE BOX —X — FENCE B HAND HOLE — — WETLAND DELINEATION itut LIGHT POLE — — EDGE OF WATER 0 CURB STOP ry—y—y1 EDGE OF TREES J), SIGN ❑ CATCH BASIN 0 BITUMINOUS { J DECIDUOUS TREE GARDEN AREA 0 CONCRETE V CONIFEROUS TREE ® S4RLS ELECTRIC METER E a 0 _ Street PL D&U Variable Easement I 6• Med fence Post Variable denoting Curb box, I top 6" pointed blue. Curb box with 1 1/4" "' I standpipe and sto ionory rod Z 'Water Service 6 I- ID PE/HDPE or in PEX Pipe 200 Por rating r 1'x1" Corporation Cods Concrete brick support min. size 3" thick & 32 Sq. In. lY-`o- 4,Inkl NOTES, 1. Do not plug end of curb stop. 2. Add 6" crimped pigtail to curb stop. 3. The service line between the man shutoff corp. and Curb box shall be one continuous see—lees piece of pipe, couplers wit not be permitted 4. Corporation cock to be of the quick compression, type as stated in section 2.11 of the Waterman specifications. i. All tops require use of Stniie sfetl so"" an all mains. 6. Saddles shall be Smith Slav 371-372 or approved equal as per section 2.14 of the wotermain specifications. ,. Install Tracer Wire System as per Detail Plate 5505. ON TYPICAL MQ[ WATER 40�[1I1N1J� SERVICE REVISED: 12-19 - RING DEPARTMENT PLATE NO.- 1005 FILE NAME s lam to o.ER reef Pot NO CONCRETE CURB & GUTTER j EI.--- wa=IA, roe �•w� Ac SPA Loeatimi, r y s D Ex PASUDrt r—� s..LVT us. oro T, antrT u.aT Au sena, PATID, AREAS AND 9� neon eova PAMNG ®s rWemsa stats rwx,rAca err s.a+r ra awes r or sora O e.v* Re4 a& taw ruwwfr W Wal AM S,IerT sEc,a e.aeea 71 oaw ,D Nb s W se No•T s -, — w A— To s -r ur,s o eWevnn aw r a ahs s ran uw rPimaa1°nkp9i'.nn�. Lasa .Mie.01:fi4eY'1OPPENING 111AMa A1° ONDI waNEa `—roc n...._ - r A KAMM 6 eWAuEa, A MFR 6 r Rlpus 6 REaaRD FROM Pin CONCRETE CURB & GUTTER so' Mu pllfvcar spot fll'Da w1FEAn i r HAAnCasq AupWs t vu ape• W sae ----- Rae, r y --n r- Seco v c. w� cos .dt•.AUED aa., -r 0 ssw...om w raw sou s A .War > s -r urns a e,tA.ws err r or • r M awe ,ems W fe ADI nn M hex onr ra svxn Ad,u,oe , ones s use AK •-. aN at•p 1prr MNK wIS a • ,rM.w V y W M rOn On S,AM r 1x33 TnAlf Y er aYM v M vu* Cur Ala M ora ✓[ Auw.,,ns rem oR.r.¢ o"ve[ raper W M ren nu o. r um —,am d w M pwAEWr rA�' A canal AS ,.mouc ,Ar, b.a a& r r pros nA,a •mea err rwr sues s ..s-N:m A RApaS 6 STAum.. nor R y ,ADuS a Alawea, aff ff RESIDENTIAL BITUMINOUS �DRIVEWAY ENTRANCES WITH AND WITHOUT CURBS _NGINEERING DEPARTMENT PLATE NO.. AAe.c 5209 PL VARIABLE DW EASEMENT VARIABLE SERVICE MARKERS SHALL BE I METAL TEE POSTS INSTALLED FROM INVERT TO 3' ABOVE FINISH GRADE TOP 6" PAINTED _`:EEN.(SEE NOTE /2 BELOW) S LAP ON TEE POSTS _ a Z4SAMTARYSPEWER PLUGGED END- fuNIn W26 PIPE YIN. SLOPE 1/4" PER FOOT TER MIN. GRAVITY YAW NOTE 1. SOLVENT WELD ALL JOINTS. (NON GASKETED) 2. WHEN SANITARY SEWER SERVICE IS NOT ACCOMPANIED BY A WATER SERVICE IN THE SAME TRENCH, INSTALL A HEAVY METAL TEE POSTS FROM INVERT TO 3• ABC". FINISHED GRADE AND PAINT TOP 6" OF POST FLUORESCENT GREEN PAINT. 3. CLEANOUT REQUIRED ON PRIVATE PROPERTY IF DISTANCE FROM MAIN TO HOUSE EXCEEDS 90 FEET. 4. ALL PPE SHALL WE BEDDED ON GRANULAR BEDDING (3149.2-F) OR COURSE FILTE= AGGREGATE (3149.2-H). 5. INSTALL TRACER WIRE SYSTEM PER SPEC'S - DETAIL PLATE 5507. 6. Wi1EN A SIDEWALK OR TRAIL IS PRESENT IN THE BLVD. THE SERVICE MAY BE EXTENDED INTO THE D&U EASEMENT WITH THE CITY ENGINEERS APPROVAL. Off If TYPICAL SANITARY SEWER SERVICE ( LESS THAN 16• DEEP) REMSEDc,1-T9 PLATE Na. FILE wRME Q\000,5PEcs� cc' ENGINEERING DEPARTMENT 2001 CITY PROJECT NO. CITY OF CHANHASSEN SEWER. WATER OR COMBINATION SERVICE (CIRCLE ONEi House / Street Name__ . PID W_------- ---___Lot_ Lot—Block_ Plat/Addition ----_-__ Downstream Manhole No.— Sta. at P.L. from Downstream Manhole -__-_+---_-- Elevation at C.L. of Sewer Main__ Distance from Sewer Main to Cleanout__ E of Grade for Service to be installed_ Length, Size and Type of Service Depth at P.L. (Finish Surface to Invert)__ Main to Riser Horizontal Distance__. Riser Vertical Height__-_ WATER; Downstream Manhole No._—___ Sts.. at P,L. from Downstream Manhole--+__—__ Length, Size and Type of Service Pipe __----- ____-- Depth of P.L. (Finish Surface to Curb Stop block)_____ I- Denotes Sewer Service End ®-Derotes Water Service End (SHOW SKETCH WITH TIES HERE) • 1 Are ia,e cw,trwctor For ere TIAd by bat. Locdtiw, and Door, of Sw— cwtlfwd by Nam senoce ties 0,41 be . 9 tip of not mon NP IW F I gtn "t— tm ports ono andl M tied to bamonwrt —tv,es r . G.ed:,9 cans.. +dor berm, manhde, octkh Doves. noisome Hc. Tor t. ✓_ pow paws, a otrx`t'om.rs. trephm. or ."ay born a „ot to, Accepted. If a e.mnanAn, &m„u.. d mat a.mm..im:, r MQ[ STANDARD SERVICE �ilelll1b1i1Li1 TIE CARD CONCRETE RESIDENTIAL ENGINEERING DEPARTMENT PLATE No' I ` F.L. NAME: e: \ENG\SPEcs\sn, _r+CRETE CURB & GUTTER t m fear rA I � � ,n M nra&tSS ? M llne Air; e toe, At R4a ea ws.um ores ween sin+:c I it w 6. LRght-of-W,y —T III sore— EeAo n eb&r sa.aRa• a1�'� `• •• e ,�a ••• �roS 1 I� ma a tt rix. ErD m desEwAr s r ad A>NT worn ... s.•re e+.•.r rr w .mel r os �..w•r nA.ww &.+Work • on.•.r .+en.. er .• . &vein... r r w newel. a a• r � s r r I 1s.' u. M nlr7 .ors w •..n.•...,, N .a. rwM • r w ww r..-:, : �:....•. � : ,.-a.............., ,..,..�. r� 1 ori rA. • • nw..n. w S e •A.•t NTS ^� •n y CONCRETE CURB & GUTTER Al�aluer o wwv. M era o'o01M ..a nor an in R Pn�nt-of-w.r 9 SKC.Au, N ROa • 1 Are ia,e II • Ave r luo" or aAW �. s/A• AaMerp v ooc �n1r BOK &STALLED o ER WATER SEAVU x� .v. or w r r1.r e r �. s.+ rw• ...+. � r,.r mss.. u a,`we�rr +�..rrr�•.w.arra.srs� „� r f�iz, M a;wr..•.v .... r•.. • z . w.�ie « ver r +. �..•. tiW Wren .•.�..,.w ... w �e1�1...•wa`Ww ° _ NITS OF aff CONCRETE RESIDENTIAL DRIVEWAY ENTRANCES u� WITH AND WITHOUT CURBS -EVISED. 12-19 ENGINEERING DEPARTMENT PIATE No.: 5208 FILE NAME:G s2m NGSPECS RD'D PUe�tC 1"-2" CLEAN CRUSHED ROCK "TO �c�x fT_41y �R 1'14.6" SUBCUT DEPTH FOR ROCK Cyrr !\.10"SUSCUT.DEPTH FOR WOODCHIPS HOZ!^ �tN\MUV 16" MINIMUM CUT OFF BERM 7.0 TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC (MNDot TYPE 5) NOTE: TO TESTOP MUFABRID LLC BE PLACED UDi ROCK ROCK aw I ROCK ���Q��p� CONSTRUCTION WBiDmRon ENTRANCE n2-,9 ENGINEERING DEPARTMENT PLATE NO.. 530' FLE Ne1ILc \EWCV9s£cs sib+ SAMPLE EROSION CONTROL M A p root eLrsu PLAN FOR INDIVIDUAL LOTS ee nmr ma or ass fro o6nrrlp sa,k . . . . . . . . . . . . . . . . . saes OF TYPE 2 MkAW _ ��I,ER cae S APan- LOT 1 ' sisr:a'w.iEfi a .iroiex: StrerY MlaCeT Tc e.. Mol a s]Qa LOT 3 aPsos s - e-1Wsl aT Fort Ism rna ammo AT PRDPOM us. a0WA­LN Aa�RTM � Lor 2 ,EIDO .2�" V4, I 0..T RMo[ ,oar •t0' PFP setae neo, O r tsarAa aT[e tTRIEr tTolw s[eID "An ilr7 SEDIMENT CONTROL woo a smLm SLAT Pe nee cof DETAIL SrmA • Water resources staff must be contacted before any/all dewatering activity • Perimeter sediment controls ore necessary at downsloping property and street edges tote tnot sediment controls need to provide contaism r t by turning w o'net , caltrds up Laph%,lo property. • Perimeter contrys cm rv.de Mer logs• mulch benne and/w alt fence. See MKDot spec. 3897 & 2573. Temporary stockpiles cannot be placed in drainage swcles, surface eaters, or on public streets. did must have perimeter control EROSION (XINTROL • Topsoil-Sibe hm a minimum of 6 inches of topsoil Construction entronev-1 to 2" Ueon ausned took of a depth of 6 inches. • House Roof Park Niter -Straw mulch at 2 inches deep around house directly be - roof line. if house hos rain gutters, downpouts mood energy dissipation. • Slopes -Steeper than 4:1 vith positive grade to surface voters of the state need erosion con" blankets and temporary w permanent sewing. See MDot Spec 31185 & 2575. • Sordes -Need blankets over final 200•. • _.- -`keed chect dans if slope is 4:1 or greater. CITE Of EROSION CONTROL FOR MEN INDIVIDUAL LOTS (TYP.) REWISED: 1-21 ENGINEERING DEPARTMENT PLATE MO_ 5302B IP,LE 6 ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com a O LL Z ILL D to Ln LU V) J a Q W J Q m D g a J Q Z_ ly Q Z J LU F CC o I hereby certify that this Pla, speciflcdtlon, or report w prepared by me or nder my ddi,a perr'.sion and m,1 I o worn u'en,ed PROFESSIONAL ENGINEER under Me laws of the State of MINNESOTA MARK RAUSCH. PE Dal. Lie.n.. No. QUALITY ASS MANCE/COMNOL of DATE DATE ISSUE 6-,6-2021 CITY SUBMITTAL PROJECT TEAM DATA DESIGNED: 'Pe DRAWN: TAS PROJECT N0: n, -Dia 3 SHEET 3 OF 8 N89-53DO-W 32.00'-- N89'S3DM 16.00-= S89`53'00'E 278.34' -N10`37'41'E 18.22' J O m It W cc (91 N LEGEND: PROPERTY LINE LOT LINE R.O. W — — — — — — — EASEMENT LINE • FOUND IRON MONUMENT WETLAND BUFFER 0 20 40 DRAINAGE AND UTRITY EASEMENTS ARE SHOWN THUS. SCALE IN EEE? s �I II �S o —J L-1— NOT TO SCALE eAAS S fwt n wiODI aW pf0..�q M Yrw And tO MI n .Uh Yb .ap..Ip dyA d..y Mr uWo dn..r .Nn1.d on RI. pIt PARCEL AREA TABLE PARCEL AREA SF r 81-1-1 30.778 0.71 81-1-2 78,137 1.79 } 69.713 1.60 TOTAL 178.628 4.10 D 8 F - r Q J a S89`53'00'E 278.34' -N10`37'41'E 18.22' J O m It W cc (91 N LEGEND: PROPERTY LINE LOT LINE R.O. W — — — — — — — EASEMENT LINE • FOUND IRON MONUMENT WETLAND BUFFER 0 20 40 DRAINAGE AND UTRITY EASEMENTS ARE SHOWN THUS. SCALE IN EEE? s �I II �S o —J L-1— NOT TO SCALE eAAS S fwt n wiODI aW pf0..�q M Yrw And tO MI n .Uh Yb .ap..Ip dyA d..y Mr uWo dn..r .Nn1.d on RI. pIt PARCEL AREA TABLE PARCEL AREA SF AREAAC 81-1-1 30.778 0.71 81-1-2 78,137 1.79 OLITLOT A 69.713 1.60 TOTAL 178.628 4.10 ON ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com PROJECT TEAM DATA J MPR DRAWN: TAS PROJECT ND: 221-8104 rQ F� 4 sNm 4 OF 8 m D F - Q J a J � Z Q Ln LLLn a LL Z ¢ Er � :2Q Q J z z zz_ m W V) w In L G J = J J (j z W W <: a a h ..... ..nuy ,,at 1h I. pbn. s..c Htcofbn. .. r.p.rf .a. by m. w und., my ,,.part dir.<I .up.nision and fhaf 1 a duly Llc.n..d PROFESSIONAL ENGINEER und.r M. b.. of 1h• Sf.l. of MINNESOTA MARK RAUSCN, PC Dal. Uc.— N.. OUAUTY ASSURANCE/CONTROL DATE ISSUE c-1e-2Dx CITY SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: TAS PROJECT ND: 221-8104 4 sNm 4 OF 8 REMOVE AND REPLACE BIT DRIVEWAY FOR UTILITY CONNECTIONS— CONTRACTOR TO \� MAINTAIN ACCESS TO EXISTING HOME DURING UTILITY CONSTRUCTION CONNECT TO EXISTING SAN SERVICE IE: 910.34 -w EXISTING DRIVEWAY. TO REMAIN BORE/OPEN TRENCH 178'-6' PVC SDR -26 SANITARY O 1X Ill COPPER TYPE 'K' EXISTING HOME TO REMAIN t CTAP WATERMAIN FOR NEW SERVICE CUTIN NEW WYE FOR SAN SERVICE. S: 0+79 IE 908.75 WETLAND BUFFER ' MONUMENT If1 EXISTING IRRIGATION W LOT AREA TABLE SETBACKS* ALLOWABLE BLOCK LOT AREA (SF) FRONT REAR IMPERVIOUS.. SF 1 1 30.778 30 30 76%.5 1 2 78,137 1 19534.25 'SIDE SETBACKS SEE TYPICAL LOT DETAIL •• 25% MAXIMUM IMPERVIOUS/LOT PER CITY OF CHANHASSEN DEVELOPMENT REGULATIONS N 0 20 40 80 SCALE IN FEET SITE PLAN DATA EXISTING ZONING A2 - AGRICULTURAL ESTATE DISTRICT PROPOSED ZONING PSF - RESIDENTIAL SINGLE FAMILY EXISTING LAND USE RESIDENTIAL LOW DENSITY (1.2-4 U/ACj PROPOSED LAND USE RESIDENTIAL LOW DENSITY (1.2-4 U/AC) GROSS AREA 4.10 ACRES WETLAND AREA 1&2 1.20 ACRES 'DELINEATED PROPOSED DWELUNG UNITS 2 (1 NEW) UTILITY NOTES: SHEET 5 1. EXISTING UTILITIES, SERVICE LOCATIONS AND ELEVATIONS SHALL BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. 2. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE STAPT OF CONSTRUCTION - 3. ALL UTILITY WORK WITHIN THER.O.W. SHALL COMPLY WITH THE CITY OF CHANHASSEN ENGINEERING GUIDELINES. 4. NOTIFY GOPHER STATE ONE CALL 48 HOURS IN ADVANCE OF ANY UTILITY WOR} 5, PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH MNDOT 'TEMPORAR� TRAFFIC CONTROL ZONE LAYOUTS -FIELD MANUAL' LATEST REVISION, FOR ANY CONSTRUCTION WITHIN PUBLIC R.O.W. 6. WATERMAIN, SERVICES. AND VALVES SHALL BE INSTALLED WITH MINIMUM 7.5' Or COVER, 7. WATER SERVICES SHALL BE 1' DIA. COPPED TYPE K. W/1' CORP. STOP AND I CURB BOX. 8, SEWER SERVICES SHALL BE 6- PVC, SOP 26, MINIMUM 2% SLOPE UNLESS OTHERWISE NOTED ON THE PLANS. LEGEND: - - - - EASEMENT UNE BUILDING - :ETBACK PROPERTY LME LOT LINE --- - -- RETAINING WALL PDW -- - AEiUND DELINEATION' ----------------- WETLAND BUFFER' WETLAND BUFFER STRIP' EXISTING GATE VALVE EXISTING HYDRANT EXISTING WATERMAIN ... EXISTING CATCH BASIN EXISTING STORM MANHOLE EXISTING STORM SEWER EXISTING SANITARY MANHOLE -- - EXISTING SANITARY SEWER PROPOSED SANITARY SEWER PROPOSED WATERMAIN `SEE WETLAND MANAGEMENT PLAN FOR WETLAND. BUFFER DATA, CALCULATIONS AND WETLAND BUFFER MONUMENT - - - - - - - - - - - - - J 30' EROItT SEIB4 Ie4 I S DRAWN: Q 7AS F- FULL BASEMENT 221-0104 L - LOOKOUT • I I w - WA OUT I �I =1 SHEET 5 I� 8 DENOTES PC APEA NI g 1 NOTES T'rPKX JO RFAP iETBAL� UNE ANDESSIS f2�io uN.Ess g EIMSE SHOWNL----_—_-----J n4 RMI TYPICAL LOT DETAIL NOT TO SCALE Z ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com DESIGNED: J WR DRAWN: Q 7AS PROJECT NO: 221-0104 C m SHEET 5 D 8 g a z g a Z a O LL ZJ LL cc Q J w z m z W U Q J = J LU Q a C ~ W U d I hereby Certify that this plan, p.6flootlon, of sport w prepared by m orunder my dir.Ct .up.nl.lonand that I a dMlr Licensed PROFESSIONAL ENGINEER under the lar. of the State of MINNESOTA MARX RAUSCH, PE D.f. Ll.-- No. QUALITY ASSURANCE/CONTROL B, DATE DATE ISSUE DESIGNED: WR DRAWN: 7AS PROJECT NO: 221-0104 5 SHEET 5 OF 8 DOUBLE F f DOUBLE ROW SILT FENCE JAI -RESTORE INFILTRATION BASIN WITH SOD POST GRADING - PROTECT INFILTRATION BASIN n FROM SEDIMENT RUNOFF PER a GRADING NOTES. Il I I I INFILTRATION BASIN SIZE AND , SHAPE BASED ON SAMPLE HOME. SIZE AND SHAPE MAY ADJUST BASED ON HOME SIZE. � O Q a C.) LIQ i GRADING NOTES: �. 1. ALL FINISHEDGRADES SNN1 SLOPE AWAY FROM PROPOSED BUILDINGS AT M/OMJM GRADE OF 2.0S. ALL SWALES -) SHALL HAVE A MRaMIAN SLOPE OF 2.o0t 2. THE CONTRACTOR SHALL KEEP THE ADJACENT ROADWAYS FREE OF DEBRIS AND PREVENT THE OFF-SITE rWKPIG OF j SOIL N ACCORDANCE WITH THE REOAIIREMENTS OF THE CITY AND WATERSHED. i3. NOTIFY GOPHER STATE ONE CALL. AT (600)252-1166. 46 HOURS PRIOR TO START OF CONSTRUCTION. 4. ALL IMPROVEMENTS TO CONFORM WITH CITY OF CHANHASSEN CONSTRUCTION STANDARDS SPEC6lCATWN. LATEST EDITION. 5. ROCK CONSTRUCTION ENTRANCES SHALL BE PROVIDED AT Al CONSTRUCTION ACCESS POINTS. 6. REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL. FOR SOIL CORRECTION REOUIREMENTS AND TESTING REOuIPEAENTS. 7. PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSBLF TO MAKE SURE THAT ALL RECURRED PERMITS AND APPROVALS HAVE BEEN OBTAINED- NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGMY REVIEWED ALL PIANS AND OTHER DOCUMENTS APPROVED BY ALL OF TIE PERMITTING AUTHORITIES 6. IMMEDIATELY FOLLOWING GRADING OF (3:1 OR GREATER) SIDE SLOPES AND DRAINAGE SWALES. WOOD FIBER BLANKET OR OTHER APPROVED SOIL STABILIZING METHOD (APPROVED BY ENGINEER) SMALL BE APPLIED OVER APPROVED SEED MIXTURE AND A MINIMUM OF 6* TOPSOIL 0. THE GENERAL CONTRACTOR MUST DISCUSS DEWATERING PLANS WITH ALL SUBCONTRACTORS TO VERIFY NPDES REOUBNEMENTS. IF DEWATERING IS REWIRED DURING CONSTRUCTION. CONTRACTOR SHOULD CONSULT WITH EROSION CONTROL NSPECTOR AND ENGINEER TO DETERMINE APPROPRIATE METHOD, 10. REFER TO STORMWATER POLLUTION PREVENTION PUN (SWPPP) FOR ALL EROSION AND SEDIMENT CONTROL DEVICE LOCATION. DESCRIPTIONS. NOTES AND DETAILS INCLUDING CONCRETE WASHOUT STATION INSTRUCTIONS. 11. BUIL DING PERMITS ARE PEOUIRED FOR AL RETAINING WALLS 4 FEET IN HEIGHT OR GREATER AAD THE WALLS SHALL BE DES4NED BY A STRUCTURAL ENGINEER WITH DESIGN REVIEWED AND APPROVED BY THE CITY PRIOR TO NSTALLATIGN- 12. A 3 FOOT SAFETY RILING 5 REOUIRED ATOP ALL WALLS 4 FOOT TALL OR GREATER. 13. PROPOSED INFILTRATION BASIN TO BE BUILT WITH NEW HOME CONSTRUCTION. SEE BASIN NOTES FOR MORE DETAILS. 14. NFILTPATION BASIN SHALL BE PROTECTED FROM COMPACTION AND SILTATION DIMING SITE GRACING AND HOME CONSTRUCTION ACTIVITIES. i -7 40 80 SCALE Y FEET GRADING LEGEND: r2,2—]K IVB Il — c) uAAcx s TK Louse nx LIT.CS7 RJOA QEWTtiw ,PHA nT IAP eMw+o. AA -62.44 .967 PROPOSED SPOT ELEVATION TW xAx TOP OF WALL ELEVATION ew xxx BOTTOM OF WALL ELEVATION -70ot DIRECTION OF DRAINAGE W. L F WALKOUT, LOOKOUT, FULL BASEMENT m* EMERGENCY OVERFLOW ROUTING OEXISTING CONIFEROUS TREE ® EXISTING DECIDUOUS TREE e EXISTING SHRUB ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com L1 1. LL LL J m W Ln W N J z Q a LU v Ih.r.by c.Hi/y xP—r—fio o p,.9 -by m dir.cl .up.n a duly Liun PROFESSIONAL Et th. I... of the MINNESOTA z g a J O IL z J O a U z _O m p D cc U) W HQ 0 J z a a aLL' z a ILL z_ } cca c Q Z g z W Q cc cc a 0 h.1 lhie P ,.P.d u�d.a P -d Mol ly I.d GINEER undo StPI. oN MARK BAUSCH. PE Oct. L!-- N. QUALITY ASSURANCE/CONTROL 6y DATE DATE ISSUE 6-16-2021 CITY SUWITTAI PROJECT TEAM DATA DESIGNED- MPR DRAWN: TAS PROJECT NO: 221-010A m SHEET 6 OF 8 EXISTING CONTOUR. -_.— PROPOSED CONTOUR PROPOSED EASEMENT PROPERTY UNE SETBACK UNE LOT LINE RIGHT-OF-WAY WL WETLAND BOUNDAP, � 7 WETLAND BUFFER* — — — — — — — DISTURBANCE LIMIT ���•� SIU FENCE r2,2—]K IVB Il — c) uAAcx s TK Louse nx LIT.CS7 RJOA QEWTtiw ,PHA nT IAP eMw+o. AA -62.44 .967 PROPOSED SPOT ELEVATION TW xAx TOP OF WALL ELEVATION ew xxx BOTTOM OF WALL ELEVATION -70ot DIRECTION OF DRAINAGE W. L F WALKOUT, LOOKOUT, FULL BASEMENT m* EMERGENCY OVERFLOW ROUTING OEXISTING CONIFEROUS TREE ® EXISTING DECIDUOUS TREE e EXISTING SHRUB ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com L1 1. LL LL J m W Ln W N J z Q a LU v Ih.r.by c.Hi/y xP—r—fio o p,.9 -by m dir.cl .up.n a duly Liun PROFESSIONAL Et th. I... of the MINNESOTA z g a J O IL z J O a U z _O m p D cc U) W HQ 0 J z a a aLL' z a ILL z_ } cca c Q Z g z W Q cc cc a 0 h.1 lhie P ,.P.d u�d.a P -d Mol ly I.d GINEER undo StPI. oN MARK BAUSCH. PE Oct. L!-- N. QUALITY ASSURANCE/CONTROL 6y DATE DATE ISSUE 6-16-2021 CITY SUWITTAI PROJECT TEAM DATA DESIGNED- MPR DRAWN: TAS PROJECT NO: 221-010A m SHEET 6 OF 8 DOUBLE t W J O 04 Q W cc 0 TREE PRESERVATION NOTES: I. BEFORE ANY CONSTRUCTION OR GRADING OF DEVELOPMENT PROJECT IS TO OCCUR, A TREE PROTECTION FENCE (AT LEAST 4 FEET IN HEIGHT AND STAKED WITH POSTS NO LESS THAN EVERY 5 FEET) SHALL BE INSTALLED AROUND THE DRIP LINE OF WOODED AREAS. THE DRIP LINES OF EXISTING TREES TO BE PRESERVED OR AT THE PERIMETER OF THE CRITICAL ROOT ZONE (WHICHEVER IS GREATER). SIGNS SHALL BE PLACED ALONG THIS FENCE LME IDENTIFYING THE AREA AS A TREE PROTECTION AREA AND PROHIBITING GRADING BEYOND THE FENCE LINE. THIS FENCE MUST REMAIN IN PLACE UNTIL ALL GRADING AND CONSTRUCTION ACTIVITY IS TERMINATED. 2. NO EQUIPMENT, CONSTRUCTION MATERIALS OR SOIL MAY BE STORED WITHIN THE DRIP LINES OF AM( SIGNIFICANT TREES TO BE PRESERVED. 3. NO ENCROACHMENT, LAND DISTURBANCE. GRADE CHANGE. TRENCHING. FILLING. COMPACTION OF CHANGE IN SOIL CHEMISTRY SHALL OCCUR WITHIN FENCED AREAS PROTECTING SIGNIFICANT TREES. 4. CONTRACTOR TO PREVENT THE CHANGE IN SOIL CHEMISTRY DUE TO CONCRETE WASHOUT AND LEAKAGE OR SPILLAGE OF TOXIC MATERIALS, SUCH AS FUELS OR PAINTS. 5. DRAINAGE PATTERNS ON THE SITE SHALL NOT CHANGE CONSIDERABLY CAUSING DRASTIC ENVIRONMENTAL CHANGES IN THE SOIL MOISTURE CONTENT WHERE TREES ARE INTENDED TO BE PRESERVED. N 0 20 40 EO N FEET CANOPY CALCULATION Description ►erttntage 1.4 Aam REMOVE INCHES EASTING NORTHING 5052 DECIDUOUS A She Area(exclLces wetlares) 100% 171111,628 4.101 B Canopy Area(exCILCes wetlands( 39% 69.621 1.598 C Propmec Caropy Coverage 36% 65,124 1.495 D RegLirec MirimLM Caropy Care age 35% 24,367 0.559 171897.609 (Low Density Residential) 5105 DECIDUOUS 40 Difference between proposec 558858.418 5106 I DECIDUOUS E "ropy coverage arc re Ired 1% 40.757 -0.936 DECIDUOUS canopy coverage = D- C 17M37 62 558890.059 F Rec Linc wocclarc replacement 2% 48908 -1123 558850.256 canopy area - E x L2 DECIDUOUS 42 x171822068 z Trees MCLIMC for reforestation= NO G F/1,Otl sf (Ea& rewtree =1,089 sf REFORESTATION AS Taal Trees 1717S6s canopy) IS REQUIRED TREE INVENTORY: TREE POINT* TYPE D.B. H. IN REMOVE REMOVE INCHES EASTING NORTHING 5052 DECIDUOUS 16 171815.477 558743.5 5098 DECIDUOUS 40 SHEET 7 171903334 558791-677 5099 DECIDUOUS 36 171898838 558813.647 5100 DECIDUOUS 42 171897.609 558822813 5105 DECIDUOUS 40 171847639 558858.418 5106 I DECIDUOUS 36 1 171842782 I 558864.917 S107 DECIDUOUS 36 17M37 62 558890.059 SM DECIDUOUS 24 x 171824179 558850.256 5149 DECIDUOUS 42 x171822068 z 558539.917 Slsl DECIDUOUS 14 x 1717S6s 558891.874 5152 CONIFEROUSI 30 X 171808.354 SSM9 137 5153 DECIDUOUS 1 16 X 171762.723 SSSM1313 5154 DECIDUOUS 16 x 171767838 SS=.OS8 S1S5 CONIFEROUS' 20 171683.288 55883;.991 5169 DECIDUOUS 48 In In73483 SS875O.568 5170 DECIDUOUS 48 U 171682 S6 S58M3.813 SUU DEODWUS 16 z _ 1n708.906 559737.266 5216 CONIFEROUS 14 � 171747.871 S58965.825 13072 DECIDUOUS 11 that 171993.6165 558766.664 13073 DECIDUOUS 11 m aundermy 172043.15 658786.273 13077 DECIDUOUS 24 171973284 SS8827.777 13095 DECIDUOUS 14 the State 171%1.348 558846.868 13105 DECIDUOUS 10 1719SI SIM 558961812 13106 DECIDUOUS 10 17L960623 558825.763 13107 DECIDUOUS 10 17L%L 706 558906.792 13108 DECIDUOUS 10 171%8955 SSUM.427 13109 DECIDUOUS 10 171967.461 558871.292 L3441 DECIDUOUS 36 171853.457 658962.682 13442 DECIDUOUS 30 558976.216 13443 DECIDUOUS 24 !71909 152 658%5-49 13571 DECIDUOUS 36 �17152L 658863.124 L3572 DECIDUOUS 24 558885.776 LEGEND: EXISTING CANOPY PROPOSED CANOPY COVERAGE TO REMAIN --------- TREE PROTECTION FENCE 46 ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Dale license No. QUALITY ASSURANCE/CONTROL gY DATE DATE ISSUE DESIGNED: J DRAWN: � TAS a 221-0104 7 SHEET 7 OF p G m Z g C/) a ~ w J C7 a Q J Iz Q w < z > C) LL U LL ILLa 2 Q Z m W a In 2 LU U1 U J = I J W 0 z W W a � � W U a 7 -by certify that this plan, apecif icdlion, o report ra prepared b, m aundermy direct supervlsionand that I I dal, Licensed PROFESSIONAL ENGINEER under the Iorf of the State of MINNESOTA MARK BAUSCH. PE Dale license No. QUALITY ASSURANCE/CONTROL gY DATE DATE ISSUE DESIGNED: un DRAWN: TAS PROJECT NO: 221-0104 7 SHEET 7 OF p G J 0 Q3 WETLAND SUMMARY WETLAND UTY- CLASS. P.PBCWD CLASS. I MANAGE 1 MEDIUM VALUE 2 MANAGE 1 MEDIUM VALUE LpcBl Owermintal Lw Clydmsdslsea m- BYd Creek Wakr#d Dorn wedmd Bf6srftlip Ptapel Strut, AMeIWWyft - WdUM Avenge B�'er Mn BIfIr CLedlcstm R.W.—A S.*.d to Stats SeowkIts Bffu Cbmtraul Wdh Regmd I Wdh Repued OUYS7ANDB40 50 50 50 I NIA WETLAND BUFFER CALCULATION ASSUMED BUFFERING REQUIREMENTS THE CITY OF CHANHASSEN AND RILE( PURGATORY GLL'FF CREEK WATERSHED DISTRICT HAVE BUFFER REOUIPEMENTS PER WETLAND CLASSIFICATION. THE BUFFER REOUIPEMENTS ARE AS FOLLOWS' MAXIMUM BUFFER WIDTH IS 200 PERCENT OF THE APPLICABLE WIDTH AS REQUIRED BY RPBCWD DISTRICT BUFFER AVERAGM RULES WETLAND FRONTAGE* PROP BUFFER AREA' MIN BUFFER WIDTH AVG. WIDTH WETLAND AREA 1 335 LF 13.439 SF- 20' 40-12' 0.269 AC 2 411 LF 18.527 SF••• 20' 45.08' 0.935 AC NOTES: AREA IN PUN VIEW. PROPOSED BUFFER AREA IS CALCULATED ALONG WETLAND FRONTAGE WHERE A 40' AVERAGE CAN BE PROVIDED WITHIN THE SITE. IF THE PROPERTY BOUNDARY 15 CLOSER THAN 40' TO THE DELINEATED WETLAND THE BUFFER AREA 15 NOT INCLUDED IN THE AVERAGING CALCULATION. BUFFER AREA IS STILL PROVIDED. ••BUFFER AREA IN DRAWING. (BUFFER AREA REQUIRED - 13.400 SF) ••' BUFFER AREA IN DRAWING. (BUFFER AREA REQUIRED - 16,440 SF) THE FULL WETLAND BUFFER PROVIDED IS 0.875 ACRES AND INCLUDES THE AREA NOTED W ABOVE AVERAGING CALCULATION AS WELL AS THE SMALL BUFFER AREAS PROPOSED BUT NOT INCLUDED IN THE AVERAGING CALCULATION. N LEGEND: EASEMENT a PROPERTY UNE SETBACK LINE LOT LINE 0 20 40 80 RIGHT-OF-WAY —tEL WETLAND BOUNDARY SCALE W FEET PROPOSED WETLAND BUFFER (GULL AREA PROVIDED) - to WETLAND LINEAL FOOTAGE INCLUDED FOR BASIS OF BUFFER CALCULATION (INCLUDES FRONTAGE IN WHICH THE REOUIRED AVERAGE BUFFER CAN BE PROVIDED WITHIN THE DEVELOPMENT PROPERTY. LIMIT OF PROPOSED WETLAND BUFFER INCLUDED IN CALCULATION PROPOSED WETLAND BUFFER MONUMENT WETLAND BUFFER. AREA INCLUDED IN CALC (20' MIN, 40' AVG, 80' MAX) i 019w ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com MARK RAUSCH. PE Dole L -- Mo. QUALITY ASSURANCE/CONTROL By DATE DATE ISSUE 6 -IB -2021. CITY SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: TAS PROJECT NO: 221-0104 8 SHEET 8 OF 8 J a C to Z J a J a Z J LU Q Z C, L' L Q w Z Z Q LL J z 2 0 m Z W LO g J = J QQ c W W U d I h—by ceHify that this Plan, specification, o rspoH Prepared by m o —d- my dl-ct -p—ision —d thot I om a doly Licros•d PROFESSIONAL ENGINEER under Ms la.s al Ms Stals of MINNESOTA MARK RAUSCH. PE Dole L -- Mo. QUALITY ASSURANCE/CONTROL By DATE DATE ISSUE 6 -IB -2021. CITY SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: TAS PROJECT NO: 221-0104 8 SHEET 8 OF 8 EAGLE BLUFF KNOW ALL PERSONS BY THESE PRESENTS: That Black Cherry Development LLC, a Minnesota limited liability company, owner of the following described property: That part of the south 732.28 feet of the north 762.28 feet of the Southwest Quarter of the Southwest Quarter, Section 24, Township 116 North, Range 23 West, Carver County, Minnesota, lying east of the west 271.79 feet thereof and westerly of the centerline of State Highway No. 101 EXCEPT that part thereof described as follows: That part of the north 180 feet of the east 16.00 feet of the west 287.79 feet of the Southwest Quarter of the Southwest Quarter, Section 24, Township 116 North, Range 23 West, Carver County, Minnesota, lying south of the north 30.00 feet thereof. AND That part of the west 271.79 feet on the north 762.28 feet of the Southwest Quarter of the Southwest Quarter, Section 24, Township 116 North, Range 23 West, Carver County, Minnesota and that part of the North 30.00 feet of said Southwest Quarter of the Southwest Quarter, lying east of the west 271.79 feet thereof and westerly of the centerline of the State Highway No. 101 described as: That part of the north 330.00 feet of the east 16.00 feet of the west 271.79 feet of the Southwest Quarter of the Southwest Quarter Section 24, Township 116 North, Range 23 West, Carver County, Minnesota, lying south of the north 180 feet thereof. EXCEPTING from the above tracts the following: That part of the Southwest Quarter of the Southwest Quarter of Section 24, Township 116 North, Range 23 West, shown as Parcel 71 B on Minnesota Department of Transportation Right of Way Plat Numbered 10-19 as the same is on file and of record in the office of the County Recorder in and for Carver County, Minnesota. And also excepting: That part of the South 732.28 feet of the North 762.28 feet of the Southwest Quarter of the Southwest Quarter of Section 24, Township 116 North, Range 23 West, Carver County, Minnesota, lying westerly of the westerly right of way line of Trunk Highway No. 101, Minnesota Department of Transportation Right of Way Plat no. 10-19, 10-46 and 10-47 according to the recorded plats thereof, Carver County, Minnesota, and easterly of the following described line: Commencing at the intersection of the South line of said North 762.28 feet and said westerly right of way line; thence on an assumed bearing of North 89 degrees 53 minutes 00 seconds West for a distance of 16.48 feet along said south line to the point of beginning of the line to be described; thence northerly 360.89 feet along a non-tangential curve, concave to the east, central angle 23 degrees 12 minutes 25 seconds, radius 891.00 feet, chord bearing North 02 degrees 01 minutes 29 seconds West; thence North 09 degrees 34 minutes 44 seconds East 361.10 feet; thence North 10 degrees 37 minutes 41 seconds East 18.22 feet to the North line of the South 732.28 feet of the North 762.28 feet and said line there terminating. And also excepting Parcel 271 B on Minnesota Department of Transportation Right of Way Plat Numbered 10-47, Carver County, Minnesota. Has caused the same to be surveyed and platted as EAGLE BLUFF and does hereby dedicate to the public for public use the drainage and utility easements as created by this plat. CHANHASSEN, MINNESOTA This plat of EAGLE BLUFF was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting thereof held this plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. City Council, City of Chanhassen, Minnesota By: Mayor Clerk COUNTY SURVEYOR, CARVER COUNTY, MINNESOTA Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this Brian Praske, County Surveyor By: COUNTY AUDITOR, CARVER COUNTY, MINNESOTA I hereby certify that taxes payable in Crystal Campos, County Auditor By: day of 20_ and prior years have been paid for land described on this plat. Dated this day of In witness whereof said Black Cherry Development LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of , 20_ COUNTY RECORDER, CARVER COUNTY, MINNESOTA Signed: Black Cherry Development LLC Erhart, Manager STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me on by Timothy Erhart, Manager of Black Cherry Development LLC, a Minnesota limited liability company, on behalf of the company. Printed Name Notary Public, My Commission Expires SURVEYOR'S CERTIFICATE County, Minnesota I Daniel P. Ekrem do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this _ day of STATE OF MINNESOTA COUNTY OF 20_ This instrument was acknowledged before me on Daniel P. Ekrem, Licensed Land Surveyor Minnesota License No. 57366 by Daniel P. Ekrem, a Licensed Land Surveyor. Printed Name Notary Public, County, Minnesota My Commission Expires I herebv certify that this plat of EAGLE BLUFF was filed this Kaaren Lewis, Ccunty Recorder By: day of 20. at _, o'rlock _.M. as Document Number CITY OF CHANHASSEN RECEIVED JUN.1 8 2021 CHANHASSEN PLANNING DEPT day of .20 , and said 20 ALLIANT ENGINEERING SHEET l OF 2 SHEETS ' �-NW COR. OF THE SW 1/4 OF SEC 24, T. 116, R. 23, CARVER COUNTY MONUMENT I N N W1 of N I �L- I _ ------—��'- 757.48 / o I S09°34'44"W m b 26,53 N I JIM �/ --DRAINAGE AND UTILITY = \ EASEMENT .\ / WE LAND 1 °O tn S. LINE OF- THE. N. I Z) \ NCp 3 `b �/ r r / \L -EDGE OF I 180 FEES �\ �\ �o o �' i / 1 WATER / u_\ �/____`, _-�_ I\ m �N <�\I ------------------287.79---- S89053'00"E i I 32.00 \\ �� CO"'iS �`r,Y� \\ _-EDGE OF / WET LAND/ O N33'19'20"W M mrcc) O ` r y " 20.48 o� I I i ; tl S831,0jC m o I Nu �3g ° Ew En I I I , N74'36'20"W`- O Ip I W O I I I 8.67 �.. CO w 3 C) l i l; -_.-- N6339'34"W I f I I I 29.03 \z l I I --- 2435/ w 1 I 29.47 I 61 I N89°5300"W —=' I 81 I 16.00 I 1 I j 2 1 I I NI I N Id' Z, I N46027'38"E_ / I� I I 45.59 ``� J __ I ~ LoI —� o OX05.73 r— . , I a l ,I O z L NT8°26'02.E 20 1 13 W -EDGE OF LL - EDGE OFLIJ ' WET LAND �-, oo ' WATER-- 3In V A M vii Imo' EDGE OF i I N II I WET LAND- �� W O O 0 ., ., 1 [� Y. ° --- CJ -------------------71.79------------------ OUTLOT A /,-- W TELAND -_ --- ..17 / -S. LINE �JF THE N. \ Y 762 °8 rEET I / -- — sas°s3»o°E 271.7s — — S89°53' "E 243.11 ;6 I-1- I 10 NO -1- I '1 -SW COR. OF THE SW I/4 OF SEC 24, T. 116, R. 23, I,l CARVER COUNTY MONUMENT I — SITE I O � My i� I , LU 0 i Mo1 1 I r— \\ ail A, x 1/ t\\/ .. I L/ ' " 11 I N. LINEF SW 1/4OFTHE 3 \ \ IN. N89°53'00"W 660.52 I _ — _ LINE OF S. SW ./4 O. '� 73228 FEET OF N. SEC. 24--� r ! � 762.28 F_ET— S89053'00"E 278.34 �L- I _ ------—��'- 757.48 / o I S09°34'44"W m b 26,53 N I JIM �/ --DRAINAGE AND UTILITY = \ EASEMENT .\ / WE LAND 1 °O tn S. LINE OF- THE. N. I Z) \ NCp 3 `b �/ r r / \L -EDGE OF I 180 FEES �\ �\ �o o �' i / 1 WATER / u_\ �/____`, _-�_ I\ m �N <�\I ------------------287.79---- S89053'00"E i I 32.00 \\ �� CO"'iS �`r,Y� \\ _-EDGE OF / WET LAND/ O N33'19'20"W M mrcc) O ` r y " 20.48 o� I I i ; tl S831,0jC m o I Nu �3g ° Ew En I I I , N74'36'20"W`- O Ip I W O I I I 8.67 �.. CO w 3 C) l i l; -_.-- N6339'34"W I f I I I 29.03 \z l I I --- 2435/ w 1 I 29.47 I 61 I N89°5300"W —=' I 81 I 16.00 I 1 I j 2 1 I I NI I N Id' Z, I N46027'38"E_ / I� I I 45.59 ``� J __ I ~ LoI —� o OX05.73 r— . , I a l ,I O z L NT8°26'02.E 20 1 13 W -EDGE OF LL - EDGE OFLIJ ' WET LAND �-, oo ' WATER-- 3In V A M vii Imo' EDGE OF i I N II I WET LAND- �� W O O 0 ., ., 1 [� Y. ° --- CJ -------------------71.79------------------ OUTLOT A /,-- W TELAND -_ --- ..17 / -S. LINE �JF THE N. \ Y 762 °8 rEET I / -- — sas°s3»o°E 271.7s — — S89°53' "E 243.11 ;6 I-1- I 10 NO -1- I '1 -SW COR. OF THE SW I/4 OF SEC 24, T. 116, R. 23, I,l CARVER COUNTY MONUMENT I I I 1 I I I I I I I r I r � r � r � EAGLE BLUFF NORTHWEST CORNER OF THE SW 1/4 OF SEC. 24, TWP. 116, RGE 23 i S88'46'29 'L- DESC. 589°4754"E 632.52 LYMAN BOULEVARD r_NORTH LINE OF THE NORTH HALF �`-POINT OF BEGINNING OF THE SW //4 OF SEC. 24 I — SITE I O � My i� I , LU i Mo1 � it o 3 II I I C. I z I W i = I Q _--SW COR. OF N 1,12 OF I � I 1 J 660 52 CSAH 101_CENTERLINE DETAIL ti I Cc) 1 C� I I W i � I I r af z; zo � f I Nvj I � moi 3 cr ,n a21 r 1 } I % U_o � I I _ 1 _ I I I I I I I 1 I I I I I I I r I r � r � r � EAGLE BLUFF NORTHWEST CORNER OF THE SW 1/4 OF SEC. 24, TWP. 116, RGE 23 i S88'46'29 'L- DESC. 589°4754"E 632.52 LYMAN BOULEVARD r_NORTH LINE OF THE NORTH HALF �`-POINT OF BEGINNING OF THE SW //4 OF SEC. 24 0 NE 1/4 — SITE I O rUJI My i� LU i Mo1 � 3 J NP 0 0, W mN a Ivry 0 NE 1/4 — SITE I Ci n 1 I SW 1/4 SE 1/4 i� LU i Mo1 � ut 0 0, W mN a Ivry _--SW COR. OF N 1,12 OF SW" 114 OF SEC. 24 I v 660.44 DESC: 11 Y 660 52 CSAH 101_CENTERLINE DETAIL NOT TO SCALE PLAT FILE NO. I C.R. DOC. NO I VICINITY MAP SECTION 24, T. 116, R. 23 NW 1/4 NE 1/4 — SITE I I 1 I SW 1/4 SE 1/4 i� = I � I U NOT TO SCALE DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: CD I I 1 I NOT TO SCALE Being 5 feet in width and adjoining lot lines and 10 feet in width and adjoining street lines as shown on this plat, unless otherwise shown. THE NORTH LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 24, TOWNSHIP 116 NORTH, RANGE 23 WEST, IS ASSUMED TO HAVE A CARVER COUNTY BEARING OF N89053'00"W. • Denotes monument found 1/2 inch iron pipe O Denotes 1/2 inch x 18 inch iron monument set marked by license no. 57366 unless otherwise shown p Denotes mag nail set w/ brass disc marked by license no. 57366 unless otherwise shown Scale in feet 0 60 120 180 ONE INCH EQUALS SIXTY FEET ALL 1 A N T ENGINEERING