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Planning Commission - 01/26/2015
AGENDA EDEN PRAIRIE PLANNING COMMISSION Monday, January 26, 2014, 7:00 P.M. PLANNING COMMISSION John Kirk, Jon Stoltz, Charles Weber, Travis Wuttke, Steven MEMBERS: Frank, Ann Higgins, Mary Egan, Andrew Pieper STAFF MEMBERS: Julie Klima, City Planner; Rod Rue, City Engineer; Stu Fox, Manager of Parks and Natural Resources I. PLEDGE OF ALLEGIANCE --ROLL CALL II. APPROVAL OF AGENDA III. MINUTES A. Approval of the Minutes for the January 12, 2015 meeting IV. INFORMATIONAL MEETINGS V. PUBLIC MEETINGS VI. PUBLIC HEARINGS A. HIGH POINT AT RILEY CREEK 2ND by DR Horton Location: 16540 Beverly Drive Request for: • Zoning District Change from Rural to R1-13.5 on 5.35 acres • Preliminary Plat of 5.35 acres into 10 lots, 3 outlots and road right of way on 5.35 acres B. VARIANCE #2014-08 by Gary Aulik Location: 10625 Mount Curve Road Request for: • To permit a front yard setback for the parking lot of 14.8 feet at its closest point. City Code allows 35 feet front yard setback. • To permit 24 foot drive aisles for the parking lot. Coty Code allows 25 feet. • To permit 10 parking spaces to be 8 feet wide, City Code requires 9 feet. C. PUD AMENDMENT FOR THE APARTMENTS AT CITY WEST by City of Eden Prairie Location: 6418, 6425, and 6435 City West Parkway Request for: • Planned Unit Development Amendment with waivers on 13.5 acres • Zoning District Amendment on 13.5 acres VII. PLANNERS' REPORT VIII. MEMBERS' REPORTS IX. CONTINUING BUSINESS X. NEW BUSINESS XI. ADJORNMENT ANNOTATED AGENDA DATE: January 26, 2015 TO: Planning Commission Members FROM: Julie Klima, City Planner RE: Planning Commission Meeting for Monday, January 26, 2015 MONDAY,JANUARY 26, 2015 7:00 PM, COUNCIL CHAMBER I. CALL THE MEETING TO ORDER II. PLEDGE OF ALLEGIANCE-ROLL CALL III. APPROVAL OF AGENDA MOTION: Move to approve the agenda. IV. APPROVAL OF MINUTES MOTION: Move to approve the following Planning Commission minutes: A. PLANNING COMMISSION MEETING HELD MONDAY, JANUARY 12, 2015 V. INFORMATIONAL MEETINGS VI. PUBLIC MEETINGS VII. PUBLIC HEARINGS A. HIGH POINT AT RILEY CREEK 2ND by DR Horton Location: 16540 Beverly Drive Request for: • Zoning District Change from Rural to R1-13.5 on 5.35 acres • Preliminary Plat of 5.35 acres into 10 lots, 3 outlots and road right of way on 5.35 acres Synopsis: This is a request to rezone property to the R1-13.5 Zoning District and plat the property into 10 single family lots. The proposed subdivision conforms to the requirements of the R1-13.5 Zoning District. Staff recommends approval. ANNOTATED AGENDA January 26,2015 Page 2 MOTION 1: Move to recommend a continuance to the February 9, 2015 meeting. (Please advise the audience that new public hearing notices will not be mailed) OR MOTION 1: Move to close the public hearing. MOTION 2: Move to recommend approval of the Zoning District Change from Rural to R1-13.5 on 5.35 acres; Preliminary Plat of 5.35 acres into 10 lots, 3 outlots and road right of way on 5.35 acres based on plans stamp dated December 12, 2014, and the information included in the staff report dated January 26, 2015 OR MOTION 1: Move to close the public hearing. MOTION 2: Move to recommend denial of the Zoning District Change from Rural to R1-13.5 on 5.35 acres; Preliminary Plat of 5.35 acres into 10 lots, 3 outlots and road right of way on 5.35 acres based on plans stamp dated December 12, 2014 and the information included in the staff report dated January 26, 2015 B. VARIANCE #2014-08 by Gary Aulik Location: 10625 Mount Curve Road Request to: • Permit a front yard setback for the parking lot of 14.8 feet at its closest point, City Code requires a 35 foot front yard setback. • To permit 24 foot drive aisles for the parking lot, City Code requires 25 feet. • To permit 10 parking spaces to be 8 feet wide, City Code requires 9 feet. ANNOTATED AGENDA January 26,2015 Page 3 Synopsis: The Olympic Hills golf course parking lot is being redesigned to bring the parking lot as close as possible to City Code compliance. The applicant is requesting a variance for front yard setback at three locations, drive aisle widths, and parking stall width for 10 parking spaces. Staff recommends approval. MOTION 1: Move to recommend a continuance to the February 9, 2015 meeting. (Please advise the audience that new public hearing notices will not be mailed) OR MOTION 1: Move to close the public hearing. MOTION 2: Move to recommend approval of the Final Order 2014-08 based on plans stamp dated January 20, 2015 and the information included in the staff report dated January 26, 2015 OR MOTION 1: Move to close the public hearing. MOTION 2: Move to recommend denial of Final Order 2014-08 based on plans stamp dated January 20, 2015, and the information included in the staff report dated January 26, 2015 C. PUD AMENDMENT FOR THE APARTMENTS AT CITY WEST by City of Eden Prairie Location: City West Parkway Request for: • Planned Unit Development Amendment with waivers on 13.5 acres • Zoning District Amendment on 13.5 acres Synopsis: The property borders the Shady Oak Trail project. Additional property is needed for easement areas as part of the improvement project. The property owner is requesting that the City amend its previous approvals to reflect the potential change in parking on the site due to the property that is necessary for the Shady Oak Trail ANNOTATED AGENDA January 26, 2015 Page 4 improvements. There is a potential net loss of 5 parking stalls on site. Staff recommends approval of the waiver to allow up to a maximum of 5 less parking stalls to be provided on site. MOTION 1: Move to recommend a continuance to the February 9, 2015 meeting. (Please advise the audience that new public hearing notices will not be mailed) OR MOTION 1: Move to close the public hearing. MOTION 2: Move to recommend approval of the Planned Unit Development Amendment with waivers on 13.5 acres and Zoning District Amendment on 13.5 acres based on plans dated April 22, 2014, and the information included in the staff report dated January 26, 2015 OR MOTION 1: Move to close the public hearing. MOTION 2: Move to recommend denial of the Planned Unit Development Amendment with waivers on 13.5 acres and Zoning District Amendment on 13.5 acres based on plans dated April 22, 2014, and the information included in the staff report dated January 26, 2015 VIII. PLANNERS' REPORT IX. MEMBERS' REPORT X. CONTINUING BUSINESS XI. NEW BUSINESS XII. ADJOURNMENT MOTION: Move to adjourn the Planning Commission meeting. UNAPPROVED MINUTES EDEN PRAIRIE PLANNING COMMISSION MONDAY,JANUARY 12, 2015 7:00 P.M., CITY CENTER Council Chambers 8080 Mitchell Road COMMISSION MEMBERS: John Kirk, Jon Stoltz, Travis Wuttke, Steven Frank, Ann Higgins, Mary Egan, Charles Weber, Andrew Pieper STAFF MEMBERS: Julie Klima, City Planner Stu Fox, Manager of Parks and Natural Resources Rod Rue, City Engineer Julie Krull, Recording Secretary I. PLEDGE OF ALLEGIANCE—ROLL CALL Vice Chair Frank called the meeting to order at 7:00 p.m. Kirk and Stoltz were absent. II. APPROVAL OF AGENDA MOTION by Higgins, seconded by Wuttke, to approve the agenda. Motion carried 6-0. III. MINUTES A. PLANNING COMMISSION MEETING HELD ON DEC. 8, 2014 Higgins had a revision on page 2, second paragraph, third sentence. She would like the word"correct" changed to "current". Higgins had a revision on page 4, last paragraph, first sentence. She would like the word, "assessable" changed to "accessible". MOTION by Wuttke, seconded by Higgins, to approve the minutes as amended. Motion carried 4-0; Egan and Pieper abstained. IV. INFORMATIONAL MEETINGS V. PUBLIC MEETINGS VI. PUBLIC HEARINGS January 12, 2015 Page 2 VII. PLANNERS' REPORT A. COMPREHENSIVE PLAN OVERVIEW Klima presented the Comprehensive Plan and stated the goal with this overview is to review what is currently in place. This Comprehensive Plan was adopted in 2008 and will be updated in 2018. Klima reviewed the current City goals adopted by the City Council. City Goals 1. Community well-being and safety 2. Providing high quality efficient services 3. Preserve a beautiful environment 4. Sense of community 5. Innovative and sustainable practices 6. Economic vitality All initiatives will be tied back to these goals. Klima said this evening she will talk about what was looked at in 2008; which would be establishing direction for development and re-development of Eden Prairie over the next 20 years. The Comp Plan stems from the Metropolitan Land Planning Act of 1995. The Comp Plan had significant public involvement, which included multiple workshops, demographic data review, land use changes, and reviewed growth projections. There were also demographic forecasts completed regarding population, households and employment. The current plan adopted in 2008 used forecast methodology consisting of: 1. Major Center area study projections 2. Golden Triangle Area study projects 3. Remainder of City: parcel by parcel of assessment of change The 2008 Guide Plan follows this format: Chapter 1 - Introduction Chapter 2 - Identifies visions, goals and policies Chapter 3 - Specific land uses Chapter 4 - Focuses on housing Chapter 5 - Focuses on transportation and road improvements Chapter 6 - Focuses on utilities and wells required Chapter 7 -Discusses community facilities Chapter 8 —Redevelopment and Economic Development January 12, 2015 Page 3 Chapter 9 -Active community planning Chapter 10- Implementation Town Center Guidelines and Town Center Ordinance Pieper asked, looking back at the plan, was there anything we could have done better. Klima commented this plan is a working document that is utilized every day. She pointed out Eden Prairie is entering into a redevelopment stage. In regards to Comprehensive Plans, Klima said every metropolitan city will be required to complete their plan by 2018. When an adjacent city updates their Comprehensive Plan, Eden Prairie will be notified and will have an opportunity to see if it impacts the City in any way. B. CITY COUNCIL WORKSHOP,JANUARY 20, 2015—5 PM Synopsis: The City Council annually hosts a work session with the advisory boards and commissions to review accomplishments and work plans. The Vice- Chair and City Planner will be presenting the work plan and 2014 accomplishments. All Commission Members are invited to attend. Because a light dinner will be served,please email your RSVP to Lori Creamer prior to January 16. Klima said this workshop will be held in the Heritage Room at 5:00 pm. VIII. MEMBERS' REPORT No Members' report. IX. CONTINUING BUSINESS No continuing business. X. NEW BUSINESS No new business. XI. ADJOURNMENT MOTION by Higgins, seconded by Egan, to adjourn the meeting. Motion carried 6-0. There being no further business, the meeting was adjourned at 7:50 p.m. STAFF REPORT TO: Planning Commission FROM: Regina Rojas, Senior Planner DATE: January 26, 2015 SUBJECT: Highpoint at Riley Creek 2nd Addition APPLICANT: D.R. Horton OWNER: Debra Hotvedt LOCATION: 16540 Beverly Drive 120 DAY REVIEW: March 30, 2015 REQUEST: • Zoning District Change from Rural to R1-13.5 on 5.35 acres • Preliminary Plat into 10 lots, 3 outlots and road right of way on 5.35 acres BACKGROUND The Comprehensive Guide Plan shows the site and surrounding properties as Low Density Residential for up to 2.5 units per acre. The site is currently zoned Rural. Properties to the north are zoned Rural and R1-13.5, properties to the east are zoned Rural, properties to the south and west are zoned R1-13.5. PRELIMINARY PLAT This project is the subdivision of 5.35 acres into 10 lots, 3 outlots and road right of way. The proposed lots range in size from 13,716 to 23,117 square feet. All lots conform to the square footage and dimension requirements of the R1-13.5 Zoning District. Proposed Outlot A, High Point at Riley Creek 2nd Addition is reserved for the stormwater basin for the project. Current Outlot A, High Point at Riley Creek is located on the north boundary of the development site. This outlot is a remnant piece of land owned by D.R. Horton from their previous project and will be re-platted into road right of way, combined with proposed Lot 1, Block 3 and reserved for proposed Outlot B and C. Proposed Outlot B, High Point at Riley Creek 2nd Addition will be reserved as an option for a future Prospect Road connection or can adjoin with Staff Report—High Point at Riley Creek 2nd Addition January 26, 2015 Page 2 the neighboring parcel to the north dependent upon future development scenarios. Proposed Outlot C, High Point at Riley Creek 2nd Addition will be reserved to allow for potential development opportunity by adjoining properties to the north and/or south in the future. Outlots A, B, and C will be deeded to the City. GRADING AND TREE LOSS There are 142 diameter inches of significant trees on the property. Tree loss is 142 diameter inches. The required tree replacement is 189 inches. The plan meets this requirement. STORM WATER RUNOFF AND WATER QUALITY The proposed plan meets the stormwater and infiltration requirements which include a stormwater basin referenced as Outlot A. SPECIAL ASSESSMENTS This property is subject to trunk sewer and watermain assessments. Trunk assessments based on the preliminary plat dated 10/10/14 on 5.11 acres at the 2015 trunk assessment rate of $7,895/acre for a total amount of$40,343.45 will be due with this project. A special assessment agreement will be required. This proposed project will be required to participate in the costs of the upgrade of Eden Prairie Road. A feasibility study for Eden Prairie Road was approved by City Council on August 20, 2013. The estimated total amount identified in the Feasibility Study for this property is $122,914.00. FLYING CLOUD AIRPORT The project is adjacent to Flying Cloud Airport. Due to the projected number of aircraft over- flights to occur in this area, the developer shall provide a disclosure statement to all first homeowners in the development advising of the airport and associated over-flights. In addition, each home will need to be designed and constructed to provide for an interior noise reduction to 45 dBA based on the Metropolitan Council's Builder Guide. This is similar to the Reeder Ridge, Hennepin Village and The Ridge at Riley Creek developments. STAFF RECOMMENDATION Recommend approval of the following request: • Zoning District Change from Rural to R1-13.5 on 5.35 acres • Preliminary Plat into 10 lots, 3 outlots and road right of way on 5.35 acres This is based on plans stamp dated December 12, 2014, the Staff Report dated January 26, 2015, and the following conditions: 2 Staff Report—High Point at Riley Creek 2nd Addition January 26, 2015 Page 3 1. Prior to City Council, the proponent shall: A. Revise the lot line between proposed Lot 1, Block 3 and Outlot C on the preliminary plat. 2. Prior to release of the final plat, the proponent shall: A. Submit detailed storm water runoff, utility, and erosion control plans for review and approval by the City Engineer and Watershed District. B. Pay all City sewer and water assessment and connection fees. C. Deed Outlot A, B and Outlot C to the City. 3. Prior to grading permit issuance, the proponent shall: A. Notify the City and Watershed District 48 hours in advance of grading. 4. Prior to building permit issuance for the property, the proponent shall: A. Pay the appropriate cash park fee. B. Provide building documentation to the Building Official verifying that the houses will meet an interior noise reduction to 45 dBA according to the Metropolitan Council's Builders Guide. 5. Provide a disclosure statement to all first homeowners advising of the propose airport expansion and associated over flights. 3 Area Location Map - High Point at Riley Creek 2nd Address: 16540 Beverly Drive Eden Prairie, Minnesota 55347 Al TO WAY t CIRRUS WAY , Eden Prairie Road G� e SOW Q� Prospect Road // Q���S ._ R A ACT RD P Q J , i / _ 0 A. 10 _ ill SITE WO 7 Z7 Beverly Drive la& , _,_ 4 I1 1111 il I Oath k #* --* 1 I 0 ft./ I. ----- ilfg/ 1 frAlkit4 o �♦ N S wriiev 10441114 r, 4 w 0 250 500 1,000 Fe . Guide Plan Map -High Point at Riley Creek 2nd Addition 16540 Beverly Drive, Eden Prairie, MN 55347 i \CIRRUS WAY \ . Eden Prairie Road ,- ia SO I LI 4- II w 99- > _ PROSP CT RD .. Q J 0 I ir. o SITE 'I' X m 0 Tm 1 N IFY Iii 0 13 Beverly Drive M * I - AUGER Ilk . /h.* 1111111 • .L_ II .11121116 I 0 COMP 1HEN VE PLAN— D1 01, •��� — �n Fig r- CTO 009 . 1k� l i r Rural Residential 0.10 Units/Acre M Regional Commercial Metropolitan Urban Service Line(MUSA) Low Density Residential 0-2.5 Units/Acre ® Town Center Creeks 1�T ri Medium Density residential 2.5-10 Units/Acre 0 Park/Open Space Principal Arterial l� P High Density Residential 10-40 Units/Acre m Public/Quasi-Public — A Minor Arterial Office Golf Course — — B Minor Arterial ''', ' dr 0 n Airport Church/Cemetary Major Collector EDEN Industrial Open Water Minor Collector Nei hborhood Commercial Ri ht-Of-Wa DATE Approved03-19-2003 DATE Revised06-01-2007 PRAIRIE g g y DATE Revised 01-07-2005 DATE Revised 10-01-2007 DATE Revised 11-07-2005 DATE Revised 03-01-2008 Community Commercial Airport Property DATE Revised02-23-2006 DATEAdoptedl0-20-2009 UFK•UFFA'vl DATE Revised 03-23-2006 DATE Revised 03-01-2010 DATE Revised 06-23-2006 DATE Revised 03-01-2011 DATE Revised 12-06-2006 DATE Revised 03-01-2012 DATE Revised 03-01-2007 DATE Revised 03-01-2013 accuracy nor the corn.... DATE Revised 03-0I-2014 a s yo�rr.eav iy m godly m.a ,:y Source: City of Eden Prairie; Metropolitan Council aah°a�pg'neoea °naaar°o ^on Updated through Comprehensive Guide Plan Change Resolution#2014-66 'Ea edenprairie.org M,es,..�,o.,.�..�,.m Ma U,m,.a.rea,.a.Mob°,,Ap°202013 Zoning Map- High Point at Riley Creek 2nd Addition 16540 Beverly Drive, Eden Prairie, MN 55347 2 I CIRRU9 WAY 1 , Eden Prairie Road �� o SO`T►r� �.��J ,A W Q.o PR SPECT RD / Q .. iii110 ., _ PM III'IIIIOI'' -- SITE m 4,,,,,..,, IL 41476 r 10 ` Beverly Drive �- UGE 1 l'"Aiii* . ai irms #4,vft o Alpi_, _ — ten "IIIIIIIIIIIIIIIrr* 10 ifigst,vr w t1 lit 1 —sii aura..0 Of 4 0 1 I I uJ Rural -Regional Commercial Shoreland Management Classifications N R1-44 One Family-44,000 sf.min. I— I TC-C Town Center Commercial 1 NE 1 Natural Environment Waters 1 R1-22 One Family-22,000 sf min. n TC-R Town Center Residential ® Recreational Development Waters R1-13.5 One Family-13,500 sf min. al TC-MU Town Center Mixed Use 1 GD 1 General Development Waters(Creeks Only) irar R1-9.5 One Family-9,500 sf min. I Industrial Park-2 Acre Min, 1772 100- Year Floodplain EDEN RM-6.5 Multi-Family-6.7 U.P.A.max. Industrial Park- 5 Acre Min. Up dated through approved Ordinances#21-2014 -RM-2.5 Multi-Family-17.4 U.P.A.max. General Industrial-5 Acre Min. Ordinance#33-2001(BFI Addition)approved,but not shown on this map edition PRAIRIE Office Public Date:March I,2014 Neighborhood Commercial Golf Course In case of discrepency related to a zoning classification on this zoning map,the Ordinance LIVE•WORK•DREAM and attached le€&al description on file at Eden Prairie City Center will prevail. -Community Commercial Water 0 0.05 O. 0.2 Miles -Highway Commercial Right of Way 9 Y 9 I I I I I I I I I -Regional Service Commercial ed e n p ra i ri e.o rg M,''s,'.„o•°•"m M.°..;ung=.,.a:M=271 Aerial Map - High Point at Riley Creek 2nd Addition Address: 16540 Beverly Drive Eden Prairie, Minnesota 55347 AI TO WA Y` })y. 'f � �� AA ., M1hro fiy J y{. CIRRUS WAY • 4 ,,,i, Eden Prairie Road ,.. IhrIT Prospect Road QUO P SPECT RD 1.1k: '4:i.: 1 -"‘ - —L • A' \ %It' '' , . � SITE ® x 4400 Beverly Drive (ter 1 I , . -13 110 I'll, IN.44, 0011,$) Reilui ., 1 ,, iiipai* s-iir 41111111;:i 0 „..,:......„ ,i!viiiitimik-F .140 41:—* o ilf•• Ar '-,-� N SW 44///1 cr kf4 w o 0 250 500 1,000 Fe t I i i I i i i I © 2014 Westwood Professional Services, Inc. VicinityMa 1: f , ,,,,.. ,•F.,. . 7 _ .."—_ .,, — S'°,+.•i.i'!,'':?'.';r.f'.Y::�7'�+;�''.;H;;�i:+::..,i�tlr::¢:ir{•"'�"I�Yl:r,e;I;i•,,..,��+„' „,„ ''I''''.1ilill'ii. . ,,.:....._:_,... , ,.. • , ...'„...„4::.,tatt.,:, . . :.., i.:-:. .,..,4':el,w.L4s644.„ . ' , . Plgellniaitlall )1 Plat el)- 5-(° t'....44044- il jj''I;' i I' "sI , l' '' ....-:: .,„0:14P1' -' .. '' -' ' ' , : 1r- ',..:', A ti Ark. ::wr 1:1::lr'- ,:'.:�,;; ';pry' ;::{'... • n. 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Horton Inc. - Minnesota 1 Cover / / City Sheet Number Sheet Title 2 12Comments 1 -5,8,9 02 14 20860 Kenbridge Court 2Existing Conditions 3 Preliminary Plat Lakeville, MN, 55044 4 Preliminary Grading Drainage and Erosion Control Plan 5 Preliminary Utility Plan Contact: Mike Suel 67 Street Profiles Phone: 95298& 7823 Details Street Profiles 8 9 Fax: 952-985-7400 Prelimanary Landscape Plan Prepared by: Westwood Professional Services, Inc. W 7699 Anagram Drive Eden Prairie, MN 55344 PreliminaryPlat Submittal FAX 952-937-5822 TOLL FREE 1-888-937-5150 for Westwood www.westwoodps.com Highpoint At Riley Creek 2nd Project number: 0004580. 00 Eden Prairie, Minnesota Contact: Francis D. Hagen II, PE Date: 10/10/14 Sheet 1 of 9 0004580CVP01.dwg ®�2;(� Westwood Professional Servic;s, Inc. � \\\\ Call 48 Hours before digging: v I _ 876 $�610 811 or ca11811.com / \, $ nd Alliance 1 — _ 884 \ $a2 886 \ Property Description: �n I r_\z �,��_Tir �� 888 Lot 2, Block 3, CEDAR HILLS WEST, according to the plat thereof on file or of record in the offices of ,it , tc) in�/T n 0 _L= i `L- r‘' I : _ _890 � _� \ the County Recorder in and for Hennepin County, Minnesota. r-n\DI AT n� r11\ r7, U / S 892 \ \ 1_ � AND :r�i v, v v L n — $ 8$ / 894� \ f Outlot A, HIGHPOINT AT RILEY CREEK, according to the recorded plat thereof, Hennepin County, Minnesota. $ \ \ �896 \ / .69° I ,. 0 c,n^DC-i.T ),-, A-1 P •: 11622130072 --$g8�- \ � \ ASS �. ` �1\v", L_.. i Ch is T & Deborah A Kline • Th: P to -.a , n PUG PUG — — — — "C,n )i L r-r, �,i n 7- nr- n, ,Ti nT n — ` — — c- — ten 1i� r J ./ l l �.� __ — TUG . Hort n, Inc. Fd 1/2.. 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SIGN-TRAFFIC/OTHERpa GATE VALVE po \ �' sAN_ _ �� ,-Ri E/ev=8�4.82 _____ / �� Rim Elev=899.44� 1118-"..1111111111111 - / Inv /ev=872165 i SIGN-TRAFFIC/OTHER <5 HYDRANT Inv Elev=887.20 (E/W) \ sAN'--- \*".....� — \ a El CABLE TV BOX PON POWER OVERHEAD — i = STREET LITE —PUG— POWER UNDERGROUND 9 'im E :91.5 GUY WIRE sAN SANITARY SEWERX/ Inv Elev=8 (N) \ ( I D Ea POWER POLE —sro STORM SEWER ❑E ELECTRIC BOX /'u/te yo s97162242pps4 —Ric— TELEPHONE UNDERGROUND of Minnesota, LLC / 1AI" J s� SANITARY MANHOLE WA T WATERMAIN ( J co SEWER CLEANOUT x FENCE LINE l \ ® CATCH BASIN CURB & GUTTER Nill / 1 1 / 1) l ® FLARED END SECTION i ! 1 \ I a0' 50' 100' 150' „,' A 1 \ \ NOT FOR CONSTRUCTION Latest Revision Date: 12/02/14 I 1 ) r-- / \ (1) 0004580EXP01.dwg I �` L, / ) ) • Date: 10 10 14 sheet: 2 OF 9 Hi h oint At / / g p Westwood Professional Services,Inc. I hereby certify that this plan was prepared by me or under my Revisions: FDH II Prepared for: Riley Creek p,y 7699 Anagram Drive direct supervision and that I am a duly licensed LAND SURVEYOR DesignedJ te: Eden Prairie,MN 55344 under the laws of the State of Minnesota • • EX1Sting 12/02/14 City Comments Checked: DJG DR Horton Inc. - Minnesota F FAX 952-937-51508 2nd Conditions FAX 952-937-5822 • �� DWR TOLL FREE 1-888-937-5150 Craig W. Morse 20860 Kenbridge Court Westwood www.westwoodps.com 12/02/14 License Na 23021 Record Drawing �/� Lakeville, MN, 55044 Eden Prairie, Minnesota ©2013 W�stwood Professional Services, Inc. I I Call 48 Hours before digging: I I 811 or ca11811.com Common Ground Alliance �F- _ _ — Property Description: / 12 13 14 15 — — ` Lot 2, Block 3, CEDAR HILLS WEST, according to the plat thereof on file or of record in the offices of ' , - - — — the County Recorder in and for Hennepin County, Minnesota. _ -- ----74 4 I— �— FUTVR PROSPECT ROAD I I — I + I AND q -I— —________ 7______________:--- Outlot A, HIGHPOINT AT RILEY CREEK, according to the recorded plat thereof, Hennepin County, Minnesota. Development Data T z' /\0 / z z // // // I EXISTING ZONING: Rural / L PROPOSED ZONING: R1-13.5 // /\ I SITE AREA f 5.35 A c. 1--\/ /`i>r r h / \ OTHER OPEN SPACE (OU TL 0 T A) f 0.57 Ac. L L 1 / \ \ \ (includes ponding/rain gardens) I ll/ � OI'NIT A I\)IL___ / \ \ -)l nT �� r 1��r7; vllvl / \ I v u�� v / / \\\\ \ (OUTLOT B) f0.08 Ac. / \\ \ \ I (OUTLOT C) f0.08 Ac. ur ' .,r`�✓/ \\\ \ TOTAL OUTLOT AREA f0.73 Ac. ��✓ I � / \\ \ % \ o 5 6 7 �1(\ ,�i PID: 2911622130072 \\ \� \ PID: 2971622130001 PROPOSED HOMES 10 — I + I— I — I — �� �)j\J% / Christian T & Deborah A Kline \\ \ \ The Pemtom Land Company4. i GROSS DENSITY f 1.87 DU/Ac. r1��n - - - NET DENSITY f 2. 16 DU/Ac. -)l A T nr ni i-ry /1T n \\ it/'Si ',)nln iT n _)II r-\/ c,C)r r /. OUTLOT C 1 �; v.,L_t� , _ l �, �v I L_�I r, \ \ D.R. Horton, Inc. r7/��r7, ill v / /-11 I \IL_�_ I vI \LL_r� 3,602 sf (net Open Space Outlot) 1 7 133ir 133 17tJ7 LV! 147 _ \ ra 884.4 3,591 sf \ -i o C E.O.F. \\ \ - \ -\ • • N 6 \ B B 7 ' Lot Standards: 4 _ \ \ \ I �r a I 1 p�m 16,929 sf o I N` - I 3 I I MINIMUM LOT AREA 13,500 sf (13,715 as proposed) p J • I I ROW I " 211344 sf 1 MAXIMUM LOT AREA 23, 117 sf cL I I :: AVERAGE LOT AREA 16,522 sf �(/TLO656 sf, L .24T A I I I MINIMUM LOT WIDTH 85' 1 — • I_ _i I SETBACKS u Drainage & Utility Easement • 170 , I30' o; over all of Outlot A — — — I FRONT House to Public ROW N �; •I I I / I SIDE 15'/lO' (25' TOTAL); 30' to Public ROW `,.1. OU T EL=881.0 I L - - � 111 � — / 100 - HWL=882.8 i 105 } / \ // REAR 20' \ 1 1 5 I — NOTE:: LOT WIDTH MEASURED AT SETBACK rn d `V I -> — I —FUTURE GHOST PLAT c 16,602 sf o o ! } 2 PID: 2911622420011 0 0 (by Z 5 CONCRETE +-ice I — o o Allan & Elizabeth Carlson others) — — — SIDEWALK(TYP) I I 1 I _ 84 135 50 \ I STREET 3 i —I , / ; I Development Notes C 7 I 1os I / 1. ALL LOT DIMENSIONS ARE ROUNDED TO THE NEAREST FOOT. r — — F J I / 1 H 135 I I I / 2. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. / N , 1 I I 3 —1 I / I 3. STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY. a I 4 (NI 0 14,805 sf I It, I 4. DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED: o 13,716 sf o — W ^ I I �� •DRAINAGE AND UTILITY EASEMENTS WILL BE PROVIDED OVER ALL PUBLIC UTILITIES, / •D/U EASEMENTS WILL BE PROVIDED UP TO A MIN. OF 1 FOOT ABOVE THE HIGH WATER LEVEL OF ALL PONDS, �l y I •D/U EASEMENTS WILL BE PLACED OVER INFILTRATION BASIN W/IN OUTLOT A AS SHOWN, > \— _ _ _ Q_(-D 14,492 sf N CO 2 I_ . . . I — J If �// 5. STREET WIDTHS SHOWN ARE FROM BACK OF CURB TO BACK OF CURB. ��i of L 135 / C\ o 16,917 sf 135 I- / I i -� 85.78 r �� NQM B B �_ J 85.59 2 //irl -� Q. �� Io I / 1 Typ. Lot Detail , 0 14,854 sf / \__ _____ --------.--------- -� 3 I // I (No Scale) \ \ / I STREET / DRIVE R 0,0 / SAN 23,117sf —R W— — 2 / 9 SAN \ I I L — 135 J / 5 °— � 5 i / �`� 10 \ \ I- - - I O � . — '3 / QO • J Drainage & — v� P/D: 2911622420072 I 10 15 Utility Easement \ -- \ ' ' C A Bunn & C MIL r Setback Line — Fitzgerald—Bunn N 9 , 0 14,930 sf I` 111 Ct J ro — Lot Dimension - 2 / , ,\ MONUMENT CLUSTER MAILBOX W EASEMENT I Q III 10 13,71 6 sf�IL Lot Number .�. ENTRY MONUMENT I I\ _ MONUMENT EASEMENT 5 - • 5 Lot Area �Sgti 115 I 1— . 8 . \ ENTRY MONUME , -- 0 110 0 6' X ,, 3 2 Pu/te ------- Po.. es971622420054 _ — of q jinnesoto LLC 0' 50' 100' 150' Latest Revision Date: 12/02/14 0004580PPP01.dwg Date: 12/10/13 Sheet: 3 OF 9 Highpoint At WestwoodProfessional Services,Inc. I hereby certify that this plan was prepared by me or under my Pr ared for: W 7699 Anagram Drive direct supervision and that I am a duly licensed LAND SURVEYOR Clew: • Preliminary Plat Eden Prairie, 55344 under the laws of the State of IvII1VDiffiOTA 11/14/14 City Comments • RileyCreek 2nd ' 12/02/14 City Comments Checked: DJG DR Horton Inc. - Minnesota PHONE 952-937-5150 FAX 952-937-5822 • Drawn: DWR TOLL FREE 1-888-937-5150 Craig W. Morse 20860 Kenbridge Court Westwood www.westwoodps.corn 12/02/14 License Na 23021 Record Drawing by/date: Lakeville, MN, 55044 Eden Prairie, Minnesota © 2014 W-Tood "rofes io 01 Services, Inc. ' y� $6� 8860� IIIIIIMII 11441111116 WEINV / Call 48 Hours before digging: 866 6� 811 or ca11811 .com A — ` Common Ground Alliance r�r. 868 co la,A 1/ --8 _ _� 12 - 13 � /___-- -Virl \i/ / ,) • •It/ 4 70 8 � I —'I + ' likV, EROSION CONTROL NOTES: �� -E PROSPECT ROAD 872 \ / I 870� — — • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN—PLACE i \ �� -- 872� ` PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL Q 874 \ lit VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE co \/ CI) 1I Ix ` ON—SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED 876 �), �� ��6 \ "\ INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE li R l O I AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. rnmal s `� \li / — �`_ 8�a \ 1 TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITY SHALL BE ( N 1 0 s 878 / / I INCIDENTAL TO THE GRADING CONTRACT. o �'\/ / `- _ / 2 T I • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END J as / �:79. 3 $a I \ ,N, OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED II �' / / $g4 ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. g2 / N_ 886 \ ��` a / �� \� _,� 8908! GENERAL GRADING & DRAINAGE NOTES: I / $a� i 9 �C 892 _� \ I • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER — 6� \ GRADES UNLESS OTHERWISE NOTED. \ `S‘ $� / 894 • REFER TO THE SITE PLAN RECORD PLAT FOR MOST CURRENT 896 HORIZONTAL SITE DIMENSIONS AND LAYOUT. rinsammi $ 90 ` 1 • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING gli -... ols -��� Ia- �� \ ,,9= • UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD-VERIFY -�� — I + I — — - , • — PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE WAT— — — A \ WAl — V WAi �� — - �� AS .� u AS S . ` , ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. �w� PUG PUG _ • 9 ,�• - '• ���_ rn N — _ '� .1. ,1 Ni • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. y,c% . . ..c�=��._.as'— — J• i c ____ .a -='— .: rt���.... iZ1— e�_n r _ co CO CS) 9� CO J ..�7 �► o.�-" T _ — - - "MMIII•llMIf _ `-' — —4o '" \ / \ • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. t 6:9-t� — 44 cs r SEE DETAILS OR I ... . r r — — %DVs r G I y \\\. \ / \ MINIMUM DOOR OR WINDOW SILL OPENINGS I rB� �� , coco s•- — `�w °' • LOTS 1-5 BLOCK 3 AND LOTS 1-5 BLOCK 4 — EL. 881.1 N FI LTR ATI ON gg O g __ I r co 9� lk\ , �, 89 / \ \Ics �s • LOTS 6-10 BLOCK 4 — EL. 884.5 7 ......., ----- MEDIA SECTION I I J Q 1.I I I I I cv�,�, '39 \ • LOTS 1-5 BLOCK 5 — EL. 884.0 I \ I I ,!�►► I �� G , B_2 114I. TOT A� II l o " i Ire ��9� 1 �0�/ _ I I 1f:4 0,1 ei 6:96, \ ) I !� ■• 1404, 0 0 1 O1 O �,; — ' , � ����� I �• _ � � � I �LOT CORNER ELEVATION / t 2 •• IT =882.8�� TA 881.0 L 0 4 — 11 \ cv 102 rn iitk (0"t'' A\ \ \ 65 od r< i *i • .g IC ' , ,�A. f i coco \` 1 A 99 LOT NUMBER 1 1 DRAINAGE ARROW A CI k C P. ` ` �� DRAINAGEEASEMENT N8gE oIIPN4 I..��.,11 7►, �► W 4464% s Fri / �)4- I \ 0 516.0 o WALKOUT GRADE ELEVATION ��1� ! 1 -C -�.= - . ' v0-N 8 \ b co m ( IF APPLICABLE ) _ W ` O �__� / REST 3 1 1 880�� I WO 16.0 ��LOT DIMENSION N II14- Q ( I _ /`/ d- 2 524.0 1 _ _ f MINIMUM BASEMENT FLOOR co d — — — 7 �� ' , — ao /� ELEVATION �� ��� — — — — — ' \ I o _ FRONT GRADE ELEVATION I � 41 I �' N ►i S. .. Co ao n 102 N 8 8 �00 i , i /• .,� 1 cfl CO 1 / \ ado ,, ki ` po �(0 C DRIVEWAY . 4 I !ti Oa Nay f I �'t4 v' \• 1 oil '\ ' I `E I . 8.2 894.5 �9 I J 1 © „Lai �/o a ` C) LO = GRADED FOR 5.0' DIFFERENCE FROM _ i Cfl co� \ 1 \ cc FINISH GROUND ELEVATION AT REAR OF PAD TO \ :-,n \ _ • o �'� 1 FRONT GARAGE SLAB ELEVATION I - r \ \ > , �/ 'O -A G7 O O �l 1 ( 1 i � I 8' WO= GRADED FOR 8.2' DIFFERENCE FROM l FINISH GROUND ELEVATION AT REAR OF PAD TO 7,� 'I WO I , L — — — — — J�r Oi FRONT GARAGE SLAB ELEVATION �n 1 i 894.5__ —� — — — `�— — — — — — — — \ ' i- I 9' WO= GRADED FOR 8.7' DIFFERENCE FROM % •O �g �0 — • .35 1 1 FINISH GROUND ELEVATION AT REAR OF PAD TO 903.2 o G 895. 3,11/O \ �Ar „II I FRONT GARAGE SLAB ELEVATION f o i \ / -71 CO '' 903.7 G J O . p �1 , A•� � \ L.,, (1) INDICATES THAT THE GARAGE IS DROPPED I-I e O ( rn ` \ 1 BLOCK OR 0.7 FEET. TYPICAL LOT �] \ - 1 C ..� �,� l— 1 ul I of ----k1 ` I — —PUG y / \ O I ( 1 l ----3 L -__- - ,, 8 .:---------. cl,...0.:fr4,1-- --- ----,.- G 41 02 iv Fo� 11('';14f l 1 _,- _____---= N S / NbS �` V \ f �Q \ 9 JV o L i -> ,-6 i ' - - I LEGENTh io 1 ,9 ` �cfl1 �i 1 i DENOTES SOIL BORING ds 1 /O / v' I/ c ) ,., i„ W �SF� DENOTES SILT FENCE f� �HDSF� DENOTES HEAVY DUTY SILT FENCE �1 N rbzi N�� / 1 I I ; e y / / Q 7.-- \ 1 \/ cfl I 1� ' I a. 980 DENOTES EXISTING CONTOURS • I / / Z �98� 6, / I 'po/'- \\e \ 0 o cb 11.1 _ DENOTES PROPOSED CONTOURS <71 \ � 144 90 _ _:_; 0 r 904 i i I Zit.• `b i Q \ [�DD DENOTES EXISTING STORM SEWER \ � /It 0. it / ,N� DENOTES PROPOSED STORM SEWER , , N N ., „ ,, ,....„,,.,,,,, ,14... "' ro ( , , DENOTES EXISTING TREE LINE ) -9>k Mk:ZVI 7 IMIMMIT�� Pr . r. . . 1. =���; a / ,/ DENOTES APPROXIMATE TREE wa =� \ ice—�� �90� REMOVAL LIMITS \ 9Q0 s `• sA ��. _ w x 856.3 DENOTES EXISTING SPOT ELEVATION �� AWL -- -`,. war war sary 66.30 DENOTES PROPOSED SPOT ELEVATION ) 1 \_„.., — 896. 6—,pi BEV ,"L m o N p) -____ STO o� Diq/VE CO s,` �� sro�� DENOTES BIO-ROLL EROSION CHECKS ot 2 —� 3 071 • TO �- a DENOTES EMERGENCY OVERFLOW _ ` , --\_) E.O.F. ELEVATION 9 ` / ROCK ENTRANCE A \ ( 1 ) i ) 0' 50' 100' 150' r NOT FOR CONSTRUCTION Latest Revision Date: 12/02/14 / / 0004580GDPOl.dwg f( I ' Hi h oint At I ' i i 1 Date: 10/10/14 Sheet: 4 OF 9 g p Westwood Professional Services,Inc. I hereby certify that this plan was prepared by me or under my Revisions: Prepared for Creek Preliminary Grading W 7699 Anagram Drive direct supervision and that I am a duly licensed PROFESSIONAL FDH II RileyJ v g Eden Prairie,MN 55344 ENGINEER under the laws of the State of Minnesota. 11/14/14 City Comments • •/ 12/02/14 City Comments' DJG DR Horton Inc. - Minnesota Drainage and Erosion PHONE 952-937-5150 20860 Kenbridge Court 2nd FAX 952-937-5822 TOLL FREE 1-888-937-5150 Francis D. Hagen II, PE DWR g Control Plan Westwood www.westwoodps.com 12/02/14 License No. 17716 — Drawing �/� Lakeville, MN, 55044 Eden Prairie, Minnesota o 2014 Westwood Professional Services, Inc. Call 48 Hours before digging: ° 811 or ca11811.com Common Ground Alliance o O I 12 13 14 95 — 1— �I — I — I — I — I ± I— �— FUTURE PROSPECT ROAD GENERAL UTILITY NOTES: • THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION Q / �— AND NOTIFY THE OWNER OF ANY DIFFERENCES. / \� / i • UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL o / CONFORM TO THE 1999 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER /N0 / MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER ,.. \:) X / INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE /// / "STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., / AUGUST 31,2005 INCLUDING THE CURRENT ADDENDUM. THE CONTRACTOR SHALL BE / REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE LOCAL AGENCY. /// /\ d' \ FUTURE • THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE ROAD OF THE PROPERTY LIMITS. r AT �)ii r \i i i�- /9 \ \ \w �� L L- I \L-L \ / • VERIFY EXISTING INVERT LOC. & ELEV. PRIOR TO BEGINNING CONSTRUCTION. 7)1 A T /-1 r12 / \ \v vv L // / / \\ \/ \\ \ \ • THE WATER SERVICE SHALL BE INSTALLED WITH A MIN. OF 7.5 FT. OF COVER. THE / \\ \ \ • CONTRACTOR SHALL VERIFY THE CITY AS—BUILT CONSTRUCTION PLANS TO CHECK I uxs— n --)J��/ \\ \ \ / / LOCATION AND MATERIAL TYPE. 8 - i\i \ Jri `-' \� \\ • ALL STORM SEWER PIPE SHALL BE CLASS 5 UNLESS OTHERWISE NOTED. e 5 f____ ols G'G✓� � \I — I I I �� ,� / \\ \ \ • THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR war warwarifi war \ \ \ FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION. I PUG PUG \ \ //T/ 'r -Tie! �s C�—�__an- _ esrlsl��_�— =.,to'1�__ w !/_d�` GAS vay TUG (,AS �‘ OUTLOT I�OT C IPI - - 884.4 0}TL-0T$ X zP 4 —I • E.O.F. 44 RCP STM.�� \\ .�� `�� 44 �I —4 CONNECT TO I / �'� �J� 15" RCP STUB 6 D. FROM HIGHPOINT I I• 1 // (TYP.) 3 AT RILEY CREEK \ ILc)• // SAN. MH \ 1 • RE=893.37 J§' ,e C\UTLOT A // •• IE=882.77 ` T .'--------\ ••• OU T EL=81�.0 I 8" G.V. — — 100 HWL=8828�• a (TYP.) / \ \°�. SAN. MH • 8" DIP W.M. _ TEMPORARY \ °�< 5 RE=898.78 — I 1 1 HYDRANT \ FUTURE GHOST PLAT °�`a IE=882.27lir I — I (by others) / LOTS TO BE SERVICED �,�Q r RCP STM44 I OFF OF EDEN PRAIRIE `a STREET 3 \ // ROAD & BEVERLY DRIVE SERVICE STUBS V \ / = LEGEND 1 41 3 EXISTING N SANITARY SEWER 4 \— �L 1 E WATER I A CO H YD. W/VALVE a A 2 STORM SEWER 44 �HYD. PROPOSED INSTALL SANITARY SEWER & W.M. (TYP.) SANITARY SEWER SERVICES FOR LO I S 1-2 BLK 1 2 2 10FT NORTH OF EXISTING A WATER \ \ �0 — — — _ UNDERGROUND POWER LINE • HYD. W/VALVE 1;_: ----0----- PUG qnxe STORM SEWER 44 6 PERFORATED Araa414* 00 ®jl�tttrib ft l Foo N n PVC DRAINTILE ----i \_______ ------- IL.v D • A 1 6 ids REMOVE AND SALVAGE \ \\ W EXISTING HYDRANT \ Lc 1'\ AND RELOCATE TO N REMOVE EXISTING 8" DIP PLUG CONSTRUCT SANITARY R PROPERTY LINE. �b� \\ SAN. MH AND CONNECT TO EXISTING EXISTING AUXILIARY \ RE=896.35 WATERMAIN WITH 8 G.V. MANHOLE OVER Q. — �r EXISTING 8" PVC STUB. VALVE TO REMAIN. \E=880.40 o RE=898.80 Q —SAW CUT & REMO Sc c W REPLACE EX BITUMI US \..'' IE=880.01 (W) PAVEMENT & CONCRE �� �,_ �� EXISTING IE=879.91 (S) I CURB `-'4 ��1 (FIELD VERIFY) N \ /I! W4 r s SA ; PUG WAr \ _ PUG `I WAr SAN B ;, __ WAr SAN 1 0 Clib)lp EV 9L 1408/I/E — saN i s sro sro 3 sro — — 0 0' 50' 100' 150' NOT FOR CONSTRUCTION Latest Revision Date: 12/02/14 0004580UTP01.dwg 7 1 E-Iighpoint At Date: 10/10/14 sheet: 5 OF 9 4 Westwood Professional Services,Inc. I hereby certify that this plan Was prepared by me or under �y �: � II I Prepared for: Riley Creek W 7699 Anagram Drive direct supervision and that I am a duly licensed PROFESSIONAL Designed: J • • Eden Prairie,MN 55344 ENGINEER under the Laws of the State of Minneeota 11/14/14 City Comments Preliminary 12/02/14 City Comments Checked: DJG DR Horton Inc. - Minnesota PHONE 952-937-5150 FAX 952-937-5822 Drawn: DWR 2nd Utility Plan TOLL FREE 1-888-937-5150 Francis D. Hagen II, PE 20860 Kenbridge Court Westwood www.westwoodps.com Dates 12/02/14 License No. 17716 Record Drawing by/date: Lakeville, MN, 55044 Eden Prairie, Minnesota ®2014 Westwood Professional Services, Inc. PROSPECT ROAD (STREET 1) Call 48 Hours before digging: 811 or cal1811.com 905 905 Common Ground Alliance 900 900 H.P. ELEV = 884.45 H.P. ELEV = 884.40 H.P. STA = 5+45.59 - L.P. ELEV = 883.52 H.P. STA- = 8+00.10 PVI STA = 5+50.00. : . . . L.P. STA = 6+75.01 PVI STA = 9+05.11 895 • PVI ELEV = 884.55 • PVI STA = 6+75.00 PVI ELEV = 885.60 895 A.D. = —1.70% - PVI ELEV = 883.30 A.D. = —9.00% 00 0 K = 29.41 A.D. = 2.00% K =. 30.00 o r-) 50.00' VC . K = 45.01 . 270..00 VC + 00c° o o 90.00' VC — 890 II � • � o � o � oN • 890 It -04 oo I o N '4- Q w + co + o� M N00 + + + oo 1— w II I II II II co N II I� — � -, - - > > II II II II 7-> \ _ > 885 -d 885 a N , — a W a W • > _ • __I— � _ — w \ `\ .- o 880 03 \ `\ •. + I.. 880 \\ - 0 � . \ . II. > J . \ o- w . 875 . \ 875 . \ \ 870 \ _ — . 870 \ . /— . L.P. -ELEV = 842.81 N. ' `� L.P. STA = 15+00.00 \ PVI STA = 14+20:00 \ PVI ELEV = 844.41 865 \ A:D. = 6.00% 865 \ K = 26:68 `6:.(),-, 160.00' VC 8.()O 0. �\ . N N 860 \ ` 860 0 _ o F +-- 855 ::: II II — — > J 850 0 \ + o N \ II \ in 0000 \ II N . II \ Q w 845 N 1- '. . . .\.> . >. 845 aw \aa \ —2:00q _: 00% Y 840 840 835 PVI STA -= 15+61:28 - . : . 835 PVI ELEV = 842.24 830 830 3 4 5 6 7 8 9 10 11 12 13 14 15 15 NOT FOR CONSTRUCTION Latest Revision Date: 10/10/14 0004580DTP01.dwg I-I i At Date: 10/10/14 sheet: 6 OF 9 Westwood Professional Services,inc. I hereby certify that this plan was prepared by me or under my Revisions: FDH II Prepared for: Creek Iv 7699 Anagram Drive direct supervision and that I am a duly licensed PROFESSIONAL RileyJ Eden Prairie,of 55344 ENGINEER � of the laws State the of Minnesota. Checked: DJG DR Horton Inc. Minnesota Street Profiles PHONE 952-937-5150 _ 20860 Kenbridge Court • 2nd FAX 952-937-5822 DWR TOLL FREE 1-888-937-5150 Francis D. Hagen II, g WeWOOd www.westwoodps.com Date: 10/10/14 License Na 17716 Record- Drawing by/date: Lakeville, MN, 55044 Eden Prairie, Minnesota ©2014 Westwood Professional Services, Inc. Call 48 Hours before digging: 811 or cal1811.com 920 STREET 2 920 Common Ground Alliance H.P. ELEV = 903.35 915 L.P. ELEV = 896.10 H.P. STA -3+57.42 915 L.P. STA = 1+15.00. PVI STA -� 3+9�3.00 PVI STA 1+60.00 PVI ELEV 906.62 PVI ELEV 896.65 A.D. _ -12.28% K = 19.14 A.D. = 3.05% K 29.54 235.00. VC 910 90.00' VC - 910 L.P. ELEV = 879.43 in CD • L.P. STA = 7+93.00 PVI STA = 7+13.00 + A PVI ELEV = 881.03 o N A.D: = 6.00% 905 905 co O Ln II Ii . j / -N K = • 26.68 oin o Lij> i N .o 160.00' VC • N 0 2 N IL W j .� iX - \ Ir� .O N > t co - I . 900 ± _ �Z$% - - - - - - - oo \ \ III 900 • II II �'-- - \ w ---2.5 .. \-\ 895 o \\ 895 N - \ . `o Ni \ 009 co � \ -PVI STA = 1+00.00 - II II \ 890 PVI ELEV = 896.47 \ 890 > J . \ tL W \ \ \ o r� 885 \ \ti °' 885 N - \ i:b fi II >\ 880NA- _ 2.0 880 PVI STA = 7+93.57 875 PVI ELEV = 879.42 875 870 870 0 1 2 3 4 5 6 7 8 9 915 STREET 3 915 :• H.P. ELEV = 898.53 . . . . . . . . . . . . . . . . . . . . . . . . • H.P. STA = 1+15.00 • • PVI STA = 1+50.00 PVI ELEV _ 897.83 A.D. = 2.64% L.P. ELEV = 891.77 910 K = 26.50 910 70.00' VC L.P. STA = 3+14.50 PVI STA = 2+67.00 PVI ELEV = 892.40 A.D. = 3.31% • K = 28.72 - 905 8 in in 95.00' VC - 905 + c70) o � - O N .II II co O O) • O 900 + > w ± 4 900 -40nq > : N °� : O > w . _II- - _ . in N _ �L �r > w . - 00 895 6�g . II ii 895 1- .PVI STA = 1+00.00 > w :PVI ELEV = 898.83 ,i A- .-1.339; 890 890 PVI STA = 3+15.00 PVI ELEV = 891.76 885 1 1 1 885 NOT FOR CONSTRUCTION Latest Revision Date: 10/10/14 0004580DTP03.dwg 0 1 2 3 4 E-Iighpoint At Date: 10/10/14 sheet: 7 of 9 Westwood Professional Services,inc. I hereby certify that this plan was prepared by me or under �y Revision: FDH II Prepared for: Riley Creek Iv 7699 Anagram Drive direct supervision and that I am a duly licensed PROFESSIONAL DesignedJ te: Eden Prairie,Mof 55344 BNGIIYBSR � the laws °f the � °f �0� Checked: FDEi II DR Horton Inc. Minnesota Street Profiles PHONE 952-937-5150 20860 Kenbrid a Court 2nd FAX 952-937-5822 DWR TOLL FREE 1-888-937-5150 Francis D. Hagen II, Kenbridge www.westwoodps.com Date: 10/10/14 License Na 17716 � `"' �/� Lakeville, MN, 55044 Eden Prairie, Minnesota © 2014 Westwood Professional Services, Inc. Call 48 Hours before digging: / SPECIFICATIONS AND STANDARDS WOVEN MONOFILIMENT (36" WIDE) GOPHER STATE ONE CALL AISC MANUAL OF STEEL CONSTRUCTION 9TH EDITION. rrrrr,::: 5' STEEL T—POST '""",Irr:r i:: r Twin City Area 1-4 4- 0002 III111j1111j1111111111��%Ilrrll aIlia l'�r' CATEGORY 3 EROSION AWS STRUCTURAL WELDING CODE - STEEL , D1.1-94. Mn. Toll Free 1-800-252-1166 ,IIIIII,IIIIIIIIIIIIIIIIIII:„'llll,li II II II 11 III III 1j1�" ,111 1111 I I,III„III„I,I11,11,Ir,rr STRAW OR WOOD FIBER CONTROL BLANKET n1 IIIIIIIIIIIIIII Ij1 j1,1 (III III Irrr' III_F� (SPEC. 3885) IIIIII"'II,II i 6" OR 12" DIA. ROLL 29 CFR 1926 — OSHA SAFETY AND HEALTH STANDARDS uw l�uuuulill°Ilul''llll""j1 ''II"II"'III III 11j1j1�1„ri IIIIII' II" II"'I j1,II,,II',III low I II loollII"AII'I"III:"IIIIII,III I IIIIII(III 1'-_ IBII ENCLOSED IN PLASTIC (IIIIII IIIII IIIIIIII IIIIII (III 'lll'll lIll,lllll OR POLYESTER NETTING 7 IIIII III jIIIIIIIIIIIpIIIIIII"IIIIII I FLOW 9 M/ DESIGN LOADS �UU��, iiiiiiuvll'' II -..------- PONDING HEIGHT PGF, 4" X 4" TRENCH M0Si- ,tz,y(iy ALLOWABLE AXLE WEIGHT LOAD n/a �r'�il, `�F 0 BACKFILLED OVER 9 �VF TS SAFETY FACTOR n/a \iv.-dM `�` ,/?, C-0" FILTER FABRIC, ATTACH O S� OP EROSION CONTROL Y �� ,,V;�;II. MAX. SECURELY TO UPSTREAM A '�A WATER FLOW RATE Ar �G BLANKET 0.476 cfs ® 3 head SPACING SIDE OF POST WITH �P Q��� (SPEC. 3885) (THROUGH POLYESTER SLEEVE) 3-501b TENSILE STRENGTH 1 5' STEEL �� PLASTIC ZIP—TIES PER 4t ? -�, Sp" �;.!1! - POINT MAXIMUM OVERFLOW RATE 15" T—POST M/ • 2.14 cfs ® head POST FABRIC. TOP 8" OF 1/41 "�1 �� ,���`� � 1��, ,,������!���*-`4t..& -.1,' RUNOFF -44WA 41i JP►� t. eli i' .��4 POINT iliil- �s .� • 0.7 �:•.,'� II III 1. 4111110 - �` . ��%ft� �� 0 ` "B" STANDARD DETAIL woo if_7f— ♦ � 1• I> s�:���: 'i • . //G GOP �s !):ia.S%I //I if Tf /GOP �I '` • ` , "110 TRENCH WITH NATIVE BACKFILL 12" MIN. S*1 i/- �i♦♦ • Iir .� 11tArty" �. 4\ 1 1 FILTER ASSEMBLY 12" MINIMUM '�i•i `G�i, `i� Ir �!� .+' ' Mier �i.�G/ FABRIC SLICED INTO 1 -2 WASHED ROCK �� 8", 11 GA. STAPLES SOIL WITH COMPACTED SPACED 1'-0" / ` NOTE: BACKFILL ON CENTER CURB 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN ` ACCUMULATED TO 1/3 THE HEIGHT OF THE FABRIC OR MORE. rx 2"x 18" LONG WOODEN STAKES / 6�I AT 2 -0 SPACING. DRIVE THROUGH / �� 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE NETTING"AND FIBER ROLL. �,ii-#F SEDIMENT OFF—SITE AND CAN BE PERMANENTLY STABILIZED. • �j� 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. BIOROLL BLANKET SYSTEM W:' or- (TYPE 3 SPEC. 3889) ! '--0 CG-23 4. ALL ENDS OF THE SILT FENCE SHALL BE WRAPPED UPSLOPE SO THE ELEVATION OF THE . ,0 BOTTOM OF FABRIC IS HIGHER THAN "PONDING HEIGHT". NOTE: NOTE: 5. "HEAVY DUTY" IS SAME AS MACHINE SLICED ONLY HAND INSTALLED. POLYESTER SLEEVE ROCK CONSTRUCTION ENTRANCE SHOULD BE POINT "A" MUST BE HIGHER THAN POINT "B" LAST REVISED: A MINIMUM HEIGHT OF 1.0' AND CONTAIN TO ENSURE THAT WATER FLOWS OVER THE r 1 MACHINE SLICED SILT FENCE W 03/03/08 MAXIMUM SIDE SLOPES OF 4:1. DIKE AND NOT AROUND THE ENDS. ROAD DRAIN xaa_ (HEAVY DUTY) GDO3 ROCK CONSTRUCTION BIOROLL BLANKET STREET CONTRACTOR TO INSTALL AFTER CURB CG-23 ENTRANCE SYSTEM & GUTTER IS INSTALLED. MAINTAIN UNTIL SITE "WIMCO" CURB IS STABILIZED. ` INLET PROTECTION, t A A 1 ,WATER ENTRY UNIT 41 IN WITH TRASH SCREEN GENERAL NOTES: 1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE I' PIPE. III2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN CORRECT AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD JI CONDITIONS WARRANT A CHANGE. '�Tii Ja, 3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS. 4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION ORIFICE OPENING INSIDE THE INSTALLED. 3" COMPOST �I, II5. EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE la ORIZONTAL TUBE WITH ACONSTANT HYDRAULIC HEAD DISCHARGE END OF THE PIPE. 6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT 6" MNDOT GRANULAR BORROW MANNER. —H61.00 7. EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT 3" TOPSOIL SHEET, AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE. INFILTRATION ♦ ♦ —880.75 (BARRELULE 40 PVC) PIPE ARTHEN EMBANKMENT BASIN SUBGRADE ♦ ♦♦ ♦ ♦ ♦♦ OR ARM) ♦ ♦ —H6O.Z5 MAXIMUM HEIGHT OF FLOAT WHEN NO i?//\ Y2 —880.25 MERGENCY SPILLWAY OTHER STORM WATER DISCHARGE OPENINGS 00 III (MAJOR STORM TEVENT) ■ LEXIBLE HOSE FLOAT i -p pp�j INVERT OF LOWEST STORM PVC VENT ■'rrr� GRATE WATER DISCHARGE OPENING PIPE Cwgwgh (MINOR STORM EVENT) TOP VIEW LOAT L41q NuuuuauaauaauaauaauaaauM FLEXIBLE HOSE MUST BE Alilt STORM WATER SECURELY FASTENED TO THE WATER QUALITY INFILTRATION MEDIA (BY UTIUTY CONTRACTOR) _____________„--PVC PVC VENT PIPE �,-iiI DISCHARGE DISCHARGE OPENING TILLED SAND/TOPSOIL/COMPOST SEE LANDSCAPE PLAN -` 11i OPENING MIX BY LANDSCAPE CONTRACTOR FOR PLANTINGS ♦ rl•-I-•1 . OUTLET PIPE it L �a�a>•� SIN -'� 9� —� = n AVr 1 iii ' A '„. H LEXIBLE HOSTH � TO MINIMUM APPPLIES � �� / ATER ENTRY UNIT I, •� SCHEDULE 40 PVC PIPE.■IIIII\\\\\\\�� (BARREL OR ARM) INFILTRATION NATURAL SOIL :Ir�Ilr=n r °'Ir='Ir=IIr=IIr=" "a" " 'Ir=�'� MEDIA BASIN END VIEW SIDE VIEW MAINTAIN DEPRESSION TO 'imiTAIIIWIffiftE BASIN SECTION (NO SCALE) MINIMIZE CHANCE OF SECTION SKIMMER BECOMING STUCK // DRAWN BY T.R.EVANS 10/10 FAIRCLOTH SKIMMER®DISCHARGE SYSTEM WITH OUTLET J.W.FAIRCLOTH&SON INC. WWW.FAIRCLOTHSKIMMER.COM STRUCTURE TELEPHONE: 7)732-1244 FAX (919)732-1266 EMAIL WARRENOFAIRCLOTHSKIMMER.COM Allil % r ME Ill i i w m i m:- lluiv 1 1/2" BIT. WEARING COURSE NIP MNDOT SPEC 2350, SPWEA240B 6" MnDOT 2521 CONCRETE SIDEWALK TACK COAT, MnDOT 2357 6" CLASS 5 AGGREGATE BASE 2" BITUMINOUS BASE COURSE MnDOT 3149.282 SELECT GRANULAR MNDOT SPEC. 2350, SPNWB230B 8" CLASS 5 AGGREGATE BASE COMPACTED SUBGRADE (100% CRUSHED QUARRY ROCK) CONC. WALKWAY NO SCALE TYPICAL PAVEMENT SECTION "B" NO SCALE C/L P/L 50' R.O.W. P/L 1' 6" MINIMUM 11' 14' I 14' 5' 5' I TOPSOIL (TYP.) BOC BOC -37-A.— 2% 2% 2% S- 1.5:1 SLOPE (TYP') SURMOUNTABLE PROFILE GRADE CONC. C. & G. W W W W SURMOUNTABLE GRADING GRADE z z z z CONC. C. & G. > > > > 0 0 0 0 11.5" (SEE SECTION "B") J J J J LOT PROFILE _... TYPICAL SECTION PUBLIC STREET / DIRECTION OF FLOW, N.T.S. STREET PROFILE.- DIRECTION OF ON STREET ALL STREETS NOT FOR CONSTRUCTION Latest Revision Date: 12/02/14 LOT BENCHING DETAIL E-Iighpoint 0004580DTP02.dwg NO SCALE At Date: 10/10/14 sheet: 8 of 9 Westwood Professional Services,Inc. I hereby certify that this plan was prepared by me or under my Revisions FDH II Prepared for: Riley ( reel( W 7699 Anagram Drive direct supervision and that I am a duly licensed PROFESSIONAL Damned J Eden Prairie, 55344 under lawsState of DR Horton innesota Details 12/02/14 City Comments Checked: DJG 2nd PHONE 952-937-5150 Inc.• FAX 952-937-5822 • Drawn: DWR TOLL FREE 1-888-937-5150 Francis D. Hagen II, PE 20860 Kenbridge Court Westwood www.westwoodps.com 12/02/14 License Na 17716 Drawing by/date: Lakeville, MN, 55044 Eden Prairie, Minnesota ©2014 Westwood Professional Services, Inc. Preliminary Plant Schedule Landscape Requirements Existing Tree Inventory Planting Notes Stormwater Native Seed Mix CODE QTY. COMMON/BOTANICAL NAME SIZE SPACING O.C. REQUIRED TREE REPLACEMENT*: 189 CAL. IN. TAG # CAL IN. SPECIES Multi-Stem Status 33-261 Stormwater South&West 9286 15 HoneyLocust Removed 1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO Rate Rate %of Mix Seeds/ ABM 9 Autumn Blaze Maple / Acer x freemanii 'Jeffersred' 3" BB AS SHOWN PROVIDED TREE REPLACEMENT: Common Name Scientific Name VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY (kg/ha) (Ib/ac) (%bywt) sgft SGM 12 Sienna Glen Maple / Acer x freemanii 'Sienna' 3" BB AS SHOWN EVERGREENS: 23 X 3.3" (8' HT) = 76 CAL. IN. 9287 20 Sugar Maple Removed PLANTS OR LANDSCAPE MATERIAL. bigbluestem Andropogongerardii 2.24 2.00 5.72% 7.35 PRE 11 Princeton Elm / Ulmus americana 'Princeton' 3" BB AS SHOWN 9288 16 Green and White Ash Removed fringed brome Bromus ciliatus 2.24 2.00 5.73% 8.10 DECID. OVERSTORY TREES: 38 X 3.0" = 114 CAL. IN. 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. bluejoint calamagrostiscanadensis 0.07 0.06 0.18% 6.40 9289 11 Green and White Ash Removed Japanese Tree Lilac S rin a reticulate 6' HT., BB CLUMP AS SHOWN TOTAL = 190 CAL. IN. slender wheatgrass Elymustrachycau/us 1.12 1.00 2.85% 2.53 JTL 5 / y g 9290 18 Green and White Ash Removed 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN Virginia wild rye Elymusvirginicus 1.68 1.50 4.28% 2.31 COMPLETED IN THE IMMEDIATE AREA. switchgrass Panicumvirgatum 0.43 0.38 1.07% 1.93 WHP 5 White Pine / Pinus strobus 8' HT., BB AS SHOWN *NOTE: PROPOSED REPLACEMENT NUMBERS DO NOT INCLUDE 9291 16 Honey Locust Removed fowl bluegrass Poapalustris 1.19 1.06 3.03% 50.70 OFF-SITE TREES OR ORNAMENTAL TREES. 9292 16 Honey Locust Removed 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO Indian grass Sorghastrumnutans 0.13 0.12 0.36% 0.55 BHS 14 Black Hills Spruce / Picea glauca densata 8' HT., BB AS SHOWN REFER TO TREE PRESERVATION PLANS FOR CALCULATIONS. prairie cordgrass Spartina pectinate 0.43 0.38 1.07% 0.91 NOS 9 Norway Spruce / Picea abies 8' HT., BB AS SHOWN 9350 10 Paper-River Birch X3 Removed SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. Total Grasses 9.53 8.50 24.29% 80.78 9353 11 Eastern Red Cedar X2 Removed awl-fruited sedge Carexst,pata 0.28 0.25 0.71°r° 3.10 NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. 5. CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE dark green bulrush Scirpusatrovirens 0.21 0.19 0.54% 31.70 9354 9 Eastern Red Cedar Removed GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN woolgrass Scirpuscyperinus 0.07 0.06 0.18% 39.00 ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A Total Sedges and Rushes 0.56 0.50 1.43% 73.80 ONE YEAR GUARANTEE COMMENCING UPON PLANTING. Canada anemone Anemone canadensis 0.08 0.07 0.19% 0.20 Candace I Plan 142 Total Caliper Inches marsh milkweed Asclepiasincarnata 0.12 0.32% 0.20 leafy beggarticks B/dens frondosa 0.12 0.11 0.31% 0.20 / / 6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN flat-topped aster Doellingeria umbellate 0.07 0.06 0.17% 1.50 / 100% Removal Rate GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: spottedJoepyeweed Eutrochiummacu/atom 0.07 0.06 0.18% 2.19 ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. autumn sneezeweed Helenium autumnale 0.15 0.13 0.36% 5.97 1 1.33 Replacement Rate ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. obedient plant Physostegia virginiana 0.08 0.07 0.21% 0.30 189 Required Replacement Inches ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. tall coneflower Rudbeckia/aciniata 0.08 0.07 0.21°r° 0.37 V \ ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. blue vervain daster Serbenatrichumnovae-angliae 0.06 0.05 0.15°r° 1.85 blue vervain Verbena hastata 0.06 O.o5 0.15% 1.85 n \ CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH goldenalexanders Ziziaaurea 0.22 0.20 0.56% 0.79 / / \\\ \ RATIO OF NO LESS THAN 5:3. Total Forbs 1.12 1.00 2.85% 15.13 / / \\ \ \ / Oats or winter wheat(see note at / beginning of list for / / /7 \\ \ \ 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004 OR MOST recommended dates) 28.02 25.00 71.43% 11.14 / / \\ \ CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. Total cover Crop 28.02 25.00 71.43% 11.14 / \\ \ \ Totals: 39.23 35.00 100.00% 180.85 / // \\ \ / 8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. Purpose: Stormwaterpondedges,temporarilyfloodeddryponds,andtemporarily / \\ \ flooded ditch bottoms. \\ \ 9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN Planting Area: Tallgrass Aspen Parklands,Prairie Parkland,and Eastern Broadleaf Forest \ Provinces. Mn/DOT Districts 2(west),3B,4,Metro,6,7&8. FUTURE PROSPECT ROAD - 6 BHS \\ \ 11 PRt MATERIALS IF NECESSARY; TEMPORARY ONLY. q5 '_ q�°� .._ �o�' ,__/.zi.rb�T A..._..____ 1=1............ OUTLOT C 10. PRIOR TO PLANTING, FIELDVERIFY THAT THE ROOT COLLAR ROOT FLAIR IS LOCATED AT . -+►;`'•lih► � _ 00 co • 9_ .. "rn THE TOP OF THE BALLED &VBURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE _ a . - - - - - - �� 8 .. - - - - - AR RO' ,- 9 REMOVED DOWN TO THE ROOT LL OT FLAIR. WHEN THE BALLED & BURLAPTREE 4" 4............. 8 � -T IS PLANTED THE ROOTCOLLAR ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE PRUNE OUT MISDIRECTED . I '... =',. .e'er � ............... .....: ::. ::.. ��' �� / FINISHED GRADE. / PROVIDE ONE _fir.........-�w... �:. ,` 1 CENTRAL LEADER `• > .... •�`. :* r i\fit - - cp \�� ` �' GUYING AND STAKING AS REQUIRED, W.: ... .. ®� 11 BB MATERIAL REMOVE POT ON POTTED PLANT SPLIT AND• .w • ��':- �'._ �� f+�� / OPEN OP OF BURLAP ON , 6 T S S /. 1•,t . .:-. ..89�.........:. :::.-:: 4• , :, �� I 890 BREAK APART PEAT POTS. • FOR ONE (1) YEAR ON ALL : �'° QQ DECIDUOUS AND CONIFEROUS TREES: y V . : W :. • � �s • I \ / a TOP STAKES 5' ABOVE GROUND 3 NOS lW 'W I 'G�� w�` 12. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT (MAX.) OR TO FIRST BRANCH. • I.: ��� ® I r' POOR BRANCHING OF EXISTING AND PROPOSED TREES. BOTTOM OF STAKE 3' MIN.) `d � 11!► �.i. I: �9 \ - - > ;° . BELOW GROUND. STAKING t-y:. LOT 1_4.1\ 'I�.- A / 13. WRAP ALL SMOOTH BARKED TREES FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. go POSTSToBE2"X2" STAINED• '." d eo9 WOODOR PAINTEDSTEEL 0 ._ - _ DELINEATOR POSTS. PLACE- w -_f h • I : \�9 14. PRIOR TO PLANTING LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR ;04 �` POSTS EQUIDISTANT AROUND 3 T THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS �. : / _ - :. ; 6 / I `m° AND OUTSIDE ROOT BALL. NATIVE ' -:'--� 1.:' ` .. ----... ..... -_....... . �•�I �41� --- ------, THE NEED OF ANY SOIL AMENDMENTS. �,� �, I _ _ $,�' -, 16" LONG POLYPROPYLENE I OR L ._. .--9350::-. .. I!. SEED MIX W`W f ;y, � ®��'� - t ; ' 15. BACKFILL SOIL TO ADHERE TO MN DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL • ' 4, I P POLYETHYLENE, 40 MIL., 1.5" � Ri I 1 I 10 Paper, R ver Birch' X3 AIR'� : � ; / i� :1�_II WIDE STRAP. 33-261 y' :'t-: ' �' ��'. �I ♦ � �g �_%� � i \ BORROW) AND SHALL BE NATIVE TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER .��;�-,[,��'� ?��9° ;; �, • •• • • :• ya yv ��� ��� \ THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. ° I,!< PLACE MULCH, DEPTH AS :Lil . • 00 °� �-�i3 SPECIFIED, OVER PLANT PITS - l2 BA ��•'• . yW ON� . � MINIMUM 4" DEPTH OF NATIVE TOPSOIL SHALL BE PROVIDED FOR ALL LAWN GRASS ARE ''i�•- -� DO NOT PILE AGAINST TRUNK.• _ % - I. ( iq11► AND 12" DEPTH TOPSOIL FOR ALL TREES. I ~ , 92g2: L' IDI a FORM 3" DEEP WATERING BASIN. w T� w a. a.. �, - 1 ` - `�.. - 1.69ioney _Locu• s# - k 9291 �� f� 1 16. S. SHREDDED HARDWOOD MULCH TO BE USED AROUND = _- - a I A _ I MULCH TO BE AT ALL TREE AREAll., III„-III BACKFILL PLANT PIT WITH 16 Hone Locust ALL PLANTS WITHIN TURFEAREAS. • IIIIIIIIIII j =1 1 SPECIFIED BACKFILL SOIL. y I - � = M OF N M - � �� �� MULCH TO BE FREE OF DELETERIOUS MATERIAL. III ,...y.'� I _ SCARIFY SIDES BOTTOM rn y189 �� �� i -III j�/o I 1= HOLE. -------------------------------------- - -.......' 17. IDE - GE U- - II1I IIII 1�IIIII FER TO ^ ICAN SAD ARD �. l \ V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. MINIMUM BALL SIZE. ROOT ` � ` I INDIVIDUAL TREES TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. FLARE TO BE PLANTED AT OR to 3 NOS I 1 I \-76" Green a :d At.. .--.. I� NEAR FINISHED GROUNDLINE. co I I � 2,8.6 I c 18. ALL DISTURBED AREAS WITHIN OUTLOT A TO BE SEEDED WITH NATIVE GRASS SEED MIX SET ROOT BALL ON UNDISTURBED ._ "..... . ,I �•►� 1.. 287 •�'.15 �Hone ��.�La t I 9290 ♦ ��� ` . ►�,. - y , (33-261), AS INDICATED. SEED AS SPECIFIED PER MN/DOT SPECIFICATIONS IN OUTLOT A .r ,4 ®�i�t1 \ SUBSOILOR COMPACTED SOIL 18 G�e�n --r. --d White Ash ;r ♦ / 1 �����7 0 ougar:.Mcrpl :--'.. 1.•-•: IEXISTING TREES �� DOWN TO NORMAL WATER LEVEL OF POND. ALL AREAS WITHIN INDIVIDUAL LOTS TO BEGMOUND ROUNDLINECWITH FINESHEDA(TEAL 1 Jl W �' TO REMAIN SODDED WITH STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWNGRADE. N.T.S. • ' : : I I 3 NOS ' I ' I:/ L.„..,..,, WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. . LAST REVISED: EV EE ..-- •••• •.----- .....--- J 1 1. I I:• 20. PLANTING . • .--- -...- YARD AND OPEN SPACE PLANTINGS WILL NOT BE IRRIGATED. IRRIGATION SYSTEM TO BE LA29 """"""""""""""' "' '. • Pill W.- I DESOIGINEBUILD BYOLANDSCAPE CONTRACTOR.N CONTRACTORNTTOCPROVIDEO OPERATION AR L._ O - - - - 1 r, / PRUNE OUT MISDIRECTED BRANCHES. l ' : °' \i�/ - - MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED PROVIDE ONE CENTRAL LEADER. 90o G I I { .-_.. ���� AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE GUYING AND STAKING, AS REQUIRED, `I I I ralPI , -1 : I' "� ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT ' •I i :r 0 I V� I 2 ( �) FOR ONE (1) YEAR ON ALL : I �,� INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. DECIDUOUS AND CONIFEROUS TREES: Apr j :'/ / I ! • 21. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE '� (MAX.)TO STAKES 5' ABFIRST BRANCH.E ANCHND _�0���- ,� L. I 'r1 __ (M OR TO FIRST �� I '� �;�!' illi PLANT IS FULLY ESTABLISHED. BOTTOM OF STAKE 3' (MIN.) �� pit „ 9353 �$ BELOW GROUND. STAKING POSTS \______ -------- - _��� �11� �� OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. ,. .Q 1► I � X2 Eastern Red Cedar �_ o TO BE 2"x2" STAINED WOOD OR • :' I 410:k I 22. REPAIR & REPLACE EXISTING TURF AREAS AS REQUIRED FOR ANY ROADWAY BOULEVARDS 4 ' ► /' PAINTED STEEL DELINEATOR �, `� ••4 8 BHS �e� POSTS. PLACE 3 POSTS moo_ \,_ � ' ,11, - , . I `-.1 AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 9.�p, , r EQUIDISTANT AROUND AND rn - __ �40 01.1 • �P o �9 1M,'� OUTSIDE ROOT BALL. SECURE .y 1 I100 23. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS '- -,� 4,� TREE TO POSTS WITH 16" LONG �� , o \.... VOW - - - , ___ . d O AT NO COST TO OWNER. ar : _ •4*. POL ESTRAPNE,POLYPROPYLENE ORMIL., 1.5' __________,__ ______, ------- a WIDE - \ '1 p0 I ��� Q TREE WRAP MATERIAL FROM `:=� � 9 I:' �� 0 GROUNDLINE UPWARD TO FIRST iillk9* .. ... .. ...4r ) 1 L LU BRANCHES, AS REQUIRED. • :: *ijp4 •, � UHPHSEIEDN �®� 12 SGM O QADNE_77 • DAMETER U����_ � CLU TE. 9354 FORM 3" DEEP WATERING BASIN. '�, '"�_'-i� ,� ���`� � �� � � �� 11.=III=11I-IIIIII -'::.:;.,::-:.--,/ �' I-III I I= BACKFILL PLANT PIT WITH SPECIFIED �� *Mgt MAILS g Eastern Red Cedar Z 111=111 i•-•' L. `X \ ` ,J ` • 904 ��b BACKFILL SOIL. I W ��• e p r :� O „.. j��j, .::;:V = SCARIFY SIDES AND BOTTOM OF HOLE. ' j�11��11 \.• 1 W -III ;:::: - �s -: III: % REFER TO AMERICAN STANDARD FOR / 1 111 11=III , III _I.� NURSERY STOCK FOR MINIMUM BALL A _ �� � - I I 11 11- � � � SIZE. ROOT FLARE TO BE PLANTED T_% " ' IU MNS_IWALMITeriffI AT OR NEAR FINISHED GROUNDLINE. \ °,\ . ,,,,, \ ,----, tio--' �� � �- � SET ROOT BALL ON UNDISTURBED co C.0 vC_l��_ r t�i% .c_ -89 o)c MASUBCHIIN SOIL�TREESR PNATURALACTED OIL MOUND ENTRY �' GROUNDLINE WITH FINISHED SITE O gym°' MONUMENT . , . _ GRADE. N.T.S. _ __ \ �� �� DECIDUOUS TREE 06/05/13 BERL� � O __ - W LAST REVISED: -= ��- -� o 2- PLANTING LA28 ---------- ___ Call 48 Hours before digging: 811 or ca11811.com Common Ground Alliance 000458OPLP01.dwg 0' 50' 100' 150' NOT FOR CONSTRUCTION Date: 10/10/14 Sheet: 9 OF 9 Hi hpoint At g- ----------- - - - --- - --- Call prepared bq me or under mqPrepared Prelimanary 7699 Anagram Drive direct supervision and that I am a duly licensed LANDSCAPE Revisions CLbI for: eek 2nd Eden Prairie,MN 55344 ARCHITECT under the laws of the State of Minnesota. 11/14/14 City Comments • 12/02/14 City Comments DR Horton Inc. - Minnesota RileyY Landscape Plan PHONE 952-937-5150I Designed p FAX 952-937-5822 SYS 20860 Kenbridge Court TOLL FREE 1-888-937-5150 Cory Meyer g Tree Preservation WWIOOd www.westwoodps.com 12/02/14 License Na 26971 � `"' �/� Lakeville, MN, 55044 Eden Prairie, Minnesota IIII ING 0.0 REGENT 6061 B .. * _ - 01104 [ ` E iI. I : 00ii1 CO„I*„,4 PRINTED : S / 1l � 14sm=� Jana. U Lea _ II �� r•r-0' 1-SIDED OUTSIDE CORNER EEc �7iE � MM _ Planning Department WNW ICOXPAW i 11 itll �w .a. !I _ . MI City of Eden Prairie 2-Ito' va+re vatira TAPERED COLUMN WITH STONE PIER a . a 449 t `Y wenn WOO ossenesmi t.a Ail" w•• •wro `. . u . mqnxxnm ni.m �Ix�llxggl!h` a' Iwlmmentn O ann Ili. nxuxnnxw. new ^III. O Altlmmi . Nalli IIII ini I, ,�xm IC glll�le. 111 1/1� 1ry�h Q °, A� 1iIIMA •, dW�Ylxm xm (I II 1101IINL `,, a.an111111, e..` x xxllq■ �i�xtfi . a mspxxam, dirilt lti� e.aae.n..nor. , MI I..4. � !!!:. I_:iii;,�m�Lq�i�uu}RJ�, ne.. 'ICi/.1iW_�!!2.N iixq_Li .� $ .a ,r r UP MGM( �. ,. . I r � ae rti, . as 1 i —...... ...— __ I = l d I eoee.a. re tu q I ' I t ' ' - rH'1,4i VII . f TYPICAL WDW & DOOR TRIM q�' _ _ I' __..._.___ kV — q� k• � AT FRONT ONLY /re ar . . o" r }_.. ._ I � aai roejli VI ti tt n — ing . SIDING LEGEND s � MI I S N D I It II I ' 1 ® ; ® ! i II II II® I�1111 I ' II Sim . a . REF PRODUCT IIII I® M ®- I lii iilD �ixgl i 'i .. it IE,IRY �. — �_� .. .� '—nf� A LAP SIDING •A' 11I II if CI ii IV I ® I `Q li mooesoeo:mo _.■ P.t6=fie=.Re= ry� UP SIDING If W I I1I IJI - - Nu iii . ii II , . Li la I ILI ,,, —�+r _ 'o - 4=3 B ,a.An.,an.neee0,, e� newmetneeeenn L mwwr .a tee^ ,= 1141 m O NOT USED � ..� "" ° °° ROOF PLAN D 5'TRIM CC WGHTD.R. HORTON, INP ,n7, • ORTHERN CRAFTSMAN Moo plan, and the concept thereofBASE PLAN ore the seclusiveproperty of D.R. Horton Inc„ REG M8061d1Gt or d And moy not be reproduced or 1 .0 without written conceit X © COPYRIGHT OR HORTON, INC 2011 • are an; and Na Damsel thereof property o/ DR Harlon In4 eamal Md may not be reproduced � aaroa- or used About .Alter m4 __ ama: ma„ . .' 111/11.4110.1501/0 r,mw sit 11 MAIM +` !.ero,.wer.a,a. `r II It l ..:o �. i am t ,. . ,_-. .._.:.}: ^ — ::::, ___. .• :,:: ids -' ° 0 • �, _.. i" u numc; _ iilliRIU 2111111 ro a moral o i w:=ww:W„ ::•:.mt» -=, .._._.=„_=m:mt,twt,mtsttm.:mmt \ - .. ah,,,.0! --:.,n� rHr . urh�ll�W;alc ■ ■ __%N _ n �.ni '!''� _ . !l aa�nmu;nnnn' . __ .-: ■; _. : . . . 6 ! 2" a1r ,,,^ y ■ ■ _ mn , , , �� ' . _ " ' t :m s'= n 1 O tttt.t :: :: :.=.uap!inmunnWuW4x:4imatuitni ■g ._,I._!.W"La ice__ III! 9UU' IdT inn.;.m:;,:e,a.e::,:W:W,: . II!!il. :;nrA!ir,:!=;!siMMMEiM ;,. ______ _.:wd IMEM it • _!:i""'nmluuuunni!mii:_!!em I. ;nn -' I Nl..iili!nai. !l.Al.t h . a ,1= - _-- _—._...._..__ ..__1. .. ._::- -urr- 'u"-__._= n - lybWas:_„ienanimeUter-u:uuuurrile „w.. ..... _.�._.`" . - - - A . ... • R.::c___,c.,,:::,n,,.:,WI:'!=-' ,. --._...._,n::._ch__._ - :.-. -,—: ....---"—'- n .:: -•••.---"-v,,::m,::::..._._.._...._._... AAA, _.. _ ' L�.___.... r_.nH::!i:MW11Illlno-_:Wlmitagc:i'= sea TiGv' ntlIMMUMIIIIn!u_aniasn Wc, . � I: e � intaiilh4L- 4„cp! ' .. wow9ltlIIIIIIE't= _ u5nniaanl!aWWIIIWW!wt�_,u,�n! �rcnm e �_ Iiil_nuiliii 'me;!i;!!n5!W:1 '- � ' !IIIliirin:i ":iw!W4i111111 •' „-_, I14ni11ii!i!yu " - niimililt!5 Wlial!III!t : _ -"• '� 4naiiilWlnl' :i —_ 1 ■ ': .� • =m--:0. ni m; um irmW„ila.= _nn , W :, • Q-. - �"IIINl!t._: IIre �f1u�F;! , iluN!ni! p !! uHi — !n!lu •_O_. 11 ,. Qtt ; , - -' -- . _. .III a w ln. uI 1 innnunn!nmm�! t.nminea mnw.rtt nml. I WMt._u:'tc t::r.t tr mvu L. 1 A1146 i ;lipin;r 1 llihat1 rri : _ : ,::wuaal. il. oneu . • n!e! ea. I _ a - P. � �� T 4r — : � ,rL elm ma �__,,...v, G , y . ..: , : . — -'� _ — mmunmuc:u.r: 1= m:iITMIM:iarettheuMWnxim:n!m4vlimWamWnamaar.Wn nma:i:e immrunnnn II :mm.,ru•vwunw:.aaa•wnx • �1 ' _._ .— _ - _..__ —__-_.._ _5i!!:gm:"„sc:za.=_,__=—!W-al^:'�:4ri.':8:�_. ! ` i O _ I■ ewa.:�:.aro.o.m 11 �.1. ::I„`:�. -• . ,: ..r.,,.:p:.,aaa.�m: I A ==� .uvrm.mer ..erlwoe„a.rore i .. LEFT ELEVATION REAR ELEVATION W/ — REAR ELEVATION RIGHT ELEVATION FULL LOT ltres*-0* s TWO-STORY FAMILY ROOM • 1/a+110" +/e•01•.0 It 111,11 IN2m�� r ammom m� a„m _ umwm s � m�mma � rrl .zr.- ,___rt— :m .a,._ -7.'ocI - riu�ine iRniamti ' .: ::Win::y 4lith' Wlta=._ntinttimai_rn!_-Wi:uii:!li-' uw! immii x• e ' ix_:maim z ■ =_W'::: L in >� -- 9: 51!v:!Wwe:. . , mmunnmmInnnnxmuu, aula�::::_IW:.!.,..m.W ,,,. •i_= ==nu.imia= . _!usi ,A, .wl m,_i O =:wneliW . >, :, -_ �� ■ . ■ — ■ ■ .,.wor- n,atauiw - -- - _____ iiW�! _____ m .lit. 4 !i $7 .-•--r— ::u_i ■ ■ ■ it r., . ea_T_:,::_uun:_y:-u. ., : `.: a^w ■ ■ i'mnn Q u._.r,..tefin:aiwmi;!uu::,:,u-..._n!nann�ir- ..:W's_== _ eh �. .: -_ . ., , _ - - �` :nn!awwin!=.inWnnri4niWai•_- -�!!r _ -- — -^-- --- - - - _ -- - n:MIMIM:4WmW1!;iiWiiMMI4Wrrimrhuulin.ihr:I:u�:il-��a�uw�_n::piluM4 I`7- _'-"== ="m c� n nIW®IL-cc-1v _ I _ n4 umW�!'amn®�iis_:_LL_ • `\��. 11 ul ! TEA ' t _ . 'zata Hu! . .. . .. , i1Wipn! .h - - 211111 HIIIIIIITEGP� :!n:; ...,.-,r .. 11 II i :uv:=!:i:L ... . "'-M:PIIM „1-va. -:- ( - r In9,p_:! ■ ■ . 5 ` - - -.. .. —.—.. . . . n - _ IF�RI nn Ir :.CS-'::�___ iitili➢iV�-•�NMm,m5r mt15Ic9Thu 3Mr.a . o ■ f. 0 elumnrerereum ellu ill � ■ , ■ --Q — ii �, '; iiT5111I1Irlr ■ � u:flu; li�i: ■ ■ ,vtta --- • ilinl411!lu:!ni!1::2IIIv.:.u: P:lii1 : IMMUIMdaM3-2:1 ]IaiWWaa'_"- 1 -=Y' '!11 'e5=lfgi -�'—' ::i!c O ' - - - ' - q-m!u.:!,arrViiiinii must :iliiiiiiiiWinnhi:l:ard.Qru;aM.-4_.. sr, I seer,. - _pifi'�-.Z"__ Y.�f�. _ _..._. _ _ " 3ll_slt-1MMMrIDr4W:'�W's nti:r.�c -_""'fit: at .. .::r:::tu imu::t.-- -.., rr. a!r44!BIIIII!9!!!!!a,_—set:EI!!n:n!At91tlItini iffi N r!n WiannW n��SiliOIII!t! ? _ .. . .I. illil:14111 - wv>wnwtrcoo.wrsx . •!:• _- 4'. f' . VIPi;I.W ,n�ln Q _ _ _ '�-'!•"• y . . I n l'4nl,�i'L lir o - ^: - ;{t.:u:u:tuu,m,�,.rhm ...__.._ _ :n eas saran - • . _ ..W A .a .om —.T—_.. ._ _ — .m.,mm ..a.m,r •:erg as zero a 4� o.m m m. v. ea>,>.to.al: <�. swam ==:::_:�:::::—::::n...._—::_=:::—_�-----n ._....--...__-...---- ....-----_.....__..-_.-._=1::::—.._._...-_-.-..._--.�— "-'— --- .......-_...._..---..._..-. -._._._...___.._.-------'--. _._.._.._� i!—..__=:..__—==:_•-•- �_..a LEFT ELEVATION B +'-0 REAR ELEVATION W/ TWO-STORYMILY ROOM . REAR ELEVATION re •r-0• C RIGHT ELEVATION LOOKOUT } FA p ELEVATION Y' 1/8 W1•-0• = I �) 111111001/111/1111 1121111101 a,ra I 1911C101•11411 �. 11 l IS �.a.LLw� -� er1. ateI m1 >m" = l U SIDING LEGEND ril m ■ ■ —._�_ . a .._._ ... . ... .. .. . — REF PRODUCT IJ -=I '' �:�' ' _ _ :Ir3iri'hintWW911ii1 nililL Y — . . ii:n ' sr. l tm ...._ lit ... SIN Emrh-armiI fj p . 'cam' 4� zramm' '!r'muW4i . - . A IAPSIDING A' Hi . . _ ___:.0 .ww . . ... B • - _:,� >e �• .__:, 'i —ti - siarriaimW312nir !nR: iB%araat lAPSIDINGT lirtirliMiMarffiMMMIMMIR W.V. —__ y ' — ■ ■ - 111 rirJ IptAflPH .... _ iw- �iiv�a;r� o �o� .� � ii ; ' ■ , ■ �I ■ , ■ mntro= ■ ■ o W �W C?t � a NOT USED ■ ' :.ethsrmtT —u:.rum::, ,_, .,. ._ . .. . G • � rrmnel _,.,.,.,_..___..u,r::inilHi!Wi3 _ __ _ __ � —_ _r�lT-„rvmt=5 r—m>:m mmmrm®ri ro':'w a., h-�c 0 STRIM r::.._::_._. _ _nce!mm:nusnt.��_ „wwwwwminm.vma mmi54•v_�--�____ r re A• , i O = ..nor:.w.m..ro..:era.aNm ". ="Y;:.n!m , ___....__a::t .- -_ .... - --� ill _ 1 —_ ■ ■ _ r �. ■ _..- ..-- ■ '::::—.7.7th „ - is . WalM.r mlmt, ii t . .. a.._ ____.._. ..� mmmmmmn .--_....__. .__. tw,..rww.roxwoo.wmr .uomnoermrou i �— — wmwo..r.mmu a_.a a P_��m�: _..__..__....._._..._ UT f=_-"—._:: ..._____...—..•_._.-._.-.._. L-.«.....-.._...�:...___._...._...._.__ _....�::�.�- -_� .__�.....--•••-- .__- _.___.. .....-........_...._ _--' .-.-1 LEFT ELEVATION TWO STORY •-0' ROOM S REAR ELEVATION RIGHT ELEVATION REGENT W* 606104 20 X . . • , .. ELIZABETH 6056 A .. WOMPIPI1 .„ 00 PRINTED : 8 / 1 / 14 CI 0I0/ 4 SIDED OUTSIDE CORNER I% weer: NM WPC 0 09217 veawrwmmm. •'/EMI wmwRDna -- -- - - Nc,'$11-SIDED OUTSIDE CORNER , •Srse.n. __ ��SI 12" SQUARE COLUMN rfilli _ • TYPICAL WDW & DOOR TRIM ItanIPMWT1Ij AT FRONT ONLY WO) lit` �"'1 l i.r-1•-0# O Atnmwtrn.` p �S 11ln►. .lualm n II1111un litomo o ninunlnnmunal�nln. MAC rvrot emv nr Wain Nlni1111IId111111H11'IWlld/ n" mMe IliCil lit SIDING LEGEND �'0 �1f '1 „n� ��� r /lift REFPRODUCTa' I N I IW�I � 11 n'. tl1��nn1111n114t�t11. 1i11111atil. =0 �� ALAPSIDING'A'1. . 1111011MI11tlN11 n11114 n w.rn.I .. 1 ,` 0 —, .A111 II�InnHwI�I1n�Intlmih n11ninnBn ,� „I1111I►. _I.1 .._._.._ �) la .. ei�nm11n/ IN. ""I�IIWIWII ' !A a — I, O lAPS'ITFiIM tlB' 47 nnn. 1111 wii o ° Illl�� >: 111111I •uil ■II ® .1�.1111. J . �i -. -_-- l■1 >� O, n��1l�YlIiil���{I� ia,p �..,n.� �i rim, D STFiIM•VINri 11NFAL .._ _.. .... 6 " .1�11�91HIa11lAlRilAllAU4k1� �ipi mil 111I111 _ �� - 1111 _•__ um —I -G W . - I al C � : III �I I : s ��� II * 1�I ; B ; ® ° i la._08_ _ _ .tea_ op I n D g _ 4 e _. -I1.1;. �= r= _ _ �. ® IE11 liet I a III I 1 ;hr.. S ROOF PLAN . IF .nx _ va .rm ,am.d®, WOO� w. 1 am . a � MIL ® COPYRIGHT °.RN°R . INC, 2° 1 / AMERICAN CLASSIC Ep These plans, end the concproperty o the H r E BGv 1.l 0144L 1 .0 the ma not he paperly of DR Norton Ina, And may not Ee repradund or and withal Witten coma X • . . . © COPYRIGHT DA HORTON• NC. 2003 Thew pro* and the concept thereof one the occlusive property of DA Norton toe., I "'MM. ,r, ,.a:.,,a: ,=a.lw — as m r not be reproduced si end without mitten consent. 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I I. - -_�_-.-_ CS: _-.... �.......� mama I :Pwmuvnrv®OWit .uenmwllwmY ! I Mans' nums • . 1421•111181110.10)041. C::.-:..=:_.-.:::. _=:—--.-__._.__.-.-....._.±---J C_. __-_.....�._..�::- _.-.:. _::'�_.ulfWr *---*-...J I.-._.-...... = ----- J _ _ _ _-I� LEFT iELEr.i.oAT ION REAR E�E10" N h RIGHT ELEVATIONlaralso LOOKOUT I w .crow nerow J r z 17 I .� n.www.aut r r,�a,. "i r2 aJJ r k 1r fWV 101100/11COMIA t if ryira ,m,i NmeaCTnm 1^ 4. t aaa r ie , K, n . ,.rr t .r .. . .,.. . . _ ..,:::,:: i. , .erns, ' WU � SIDING "` ml!W!. I:&"_.;Iix:O` Htu1111111!Cd!II�'�R LG!N!!,E!W n!!m ...._ - PRODUCT W al..!EI iii �!PRn F ,O,n7 G'PN _ —a ■— .... ■ ■ . • -p ■ ■— p - "..�•"~ � ! rvn ar J _ ~ A LAP SIDING A try ��rtntxmmm w=:::i is iii i +! , ::,.:; ...._.... ili - 4 �:I - — _ :!i- .. .... -. - r ! 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'lira.: mA +a,u . _ y: O STRIM morrow li a: mil r.;lhil !f. a . : I :!! f n III Alin h. r IPII �1 - a•-•-•+--,�--: - `P-wmwveaw.. .: .. ...i ". .._ !.._!L.. a. .,__ A _______ nmr _____=. ...;)nlpsa = - _ _ - ____ __ _ _ - m !y un :'�i.:,.ur_-r.:._ i..i. __.� vn ._. ___ _'-__,:` ___._. -., -.. qi::: i+=s^.==s+�am,..,...., :.,•�.�n. wamout �'- - -. . +h::.r.mn Je!v, nar_....._. ...i. _ i.T.uuLicaulyl:_i -':;m. .: D STRIM -VINYL LINEAL ='_• _ . ._,a,...: _. _ .� _ __— - nar:xuuummm�r!!am`!i;!- —___... — .amurilrr :�:' . .a. -�� r_ vaa nu - : _� - wa:wrv.wwmmom.umm : i . : v.::,-x!vui;d i ihilll!�IIIiilif�zi. .... WI!lizl!!IL1w11W!!! .w,wrw,w.,,o:.me.w.,. !n.313331114311313114311411 .._ ,.,a„iii IW111Liiii@!Thra!__:nr. Li I•-i a ■ � ■ "- --_ _ a�xiivuni„!nl !m '-------._..___—.. - - :+^mod=' __ :irutikt-»c!F.;z.-- — ----- ' m:euw«.w::mo.r -- I . .... . ....�. '',n.i _ .._. WALKOUT : .auaew,m rom i .:.wwm.ne.ro. ; r'__=-.--- ::::_—:t:-:::: :cw:eawiwaoww ..— .. i uruonnawoweoe..• ..___...... h LEFT ELEVATION S REAR ELEVATION RIGHT ELEVATION E LnE „ ,n , u,•�n Y ve .no ve+r-0 �T vr•.r.o oe.v.,.dwm. 2.0 X LAUREL 6051 B '`'' ' PRINTED : 8/ 1 / 14 .® ----= , .......... r„ ., w ° ° IPCCOWOMPAIal tioacam wu `Itwme Yn•a m°w i I wr -- un•rmw.w ia - mmial r . _ .. 619 rni MIA 2SIDED OUTSIDE CORNER m r.ra' 1/01•1t u vs-gena TAPERED COLUMN WITH , m i STONE PIER 0 era WitIONDSCIPt Oficial t 1-SIDED OUTSIDE CORNER sow I ulnae 0 /O.\ Zit= " I 412 •-• Ls/ .r mEl aarwcmT,oaw..a,aoemrew.Ce Ei, LI Pr hum/ oAii,„> 0,. 0 ICINVOIT m amwn mu .11•1401 e 1111111 111111J , ," 1 l 1 "t "' ■ PICAL WDW & DOOR TRIM ° . ATFRON ONLY 41211104 - 0 CO 0 _ _ ° .. _ �' �IIIIEl �""„I 'T'�—� �II `�I� , o!" „' :Q 4 ? I ,.,, 1 -- SIDING LEGEND Imo ® ill UM III plt I �_ : Cm� � ��� i� ( REP PRODUCT -If ■ __ _ 6 E" I ' �� ill I i a ® i. �i„ AP SIDING'A' 'II It '� 1 I ' I;� '1 &OI .� __w�e�w�_ I h0h± . P A81 IUUI a iLM Iui umu ?a • tam' - i _L __ 'K ee�'— g'a'��' B LAP SIDINGS" 1 nlh �i.I _ IN II �Illiyi�i � l � �'�' ��II� - — h ROOF PLAN O e a..w L Y NOT USED Walter aeon, D STRIM © COPYRIGHT DR H., LNG 2011NORTH ERN CRAFTSMAN These pis,. and the concept Mwwi BASE PLAN are the not be property of D.R. Heston Inc, uuxEl505i / AndoMwi+ai 1 .0 m°yimseeroemwn X or used without written wnowL • © COPYRIGHT 01 HORTON. INC. 2011 There plena, and the concept Meronf - " ri weUse eedufAm property of D.R. Norton In4 :on :an eonro:- a uwoY not be !pmduwd 9 d eiNM withal consent. •r`�lballDO 1. I Ih'II0;11!il!IIIIwiIIIIII!Ilu 4li6n: I' - n.wawn.u:om P '!rsmm>rr':'r:= : . . tea:,_ . an.. tnIIID. a ___ .. ■ .. , O — ■ O ■ — eio 0 uI ! t . rmnni� _ _-- . F �u rr O , ,■ ,m x . n i —_e I Q ■ O . ■ ■ Q� ■ r ■ s : n,nr _ , T R _ ga — .-!w++ p � rmuar:• axm�:u ,. wxmx lu _um -P . th.: w: - _: r :. m :, -r rr ` , nr�:r-_• r - � mr thin ,,w,ur,aemwe «o.we i ! Iwnwrneaomrrmoonwn jwemnrrwwm. 00.wmi . — : I1.6.. _.__ _... _. _a:a ___= <mmonrrwm I sioannowsza LEFT ELEVATION 1/8'o1'-0' REAR ELEVATION //8'•11-0' LT RIGHT ELEVATION FULL LOT i. nnra i .air .nm„ OmIroa ICOPPIMI _ tigidir .atINI � _ _ _ . O— 1. rt Y ' . —._ .. ruwoe:.uw,om T'NifidAi!IIjIIx. at�iil�'1�!II ! !,':mrmixl enrrm- • . n = — ■ —■_ � — ,� ,..1 nwmn E. in'i, . Im "�mooa6` ff ' y* h6Ri t 0!n0 ® iv .•!'! ::. „ .- 0 01P'G lllr .!�llll O� IIli! i0N"max'?'�IIIIIIIIOI"�L4ik . "I .. nema S .. ' x .. :: _ _ . . _ ..� .. . .- ,. - O _ �� _O _ ■ ■� _6 ■ ■ . O once ■ € U mRm=�!"w Lim 7 u �,*_=€i! 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'wail .: ....IItii of _ +:r:.wwm..oro.unm 'I I „(,HIII INI : mumnix ;gm ggrigagg•gg••• • � .:_ ... _xlln NNE em�nnwrore : wcemm.rrwmw .• :awu,w,we.mwva ivwom.n:mmwa i ! ,:wwrwwem:row. _ _. r•'1:_.::.__..=...3...... •-.--_.-._.-...._...._ .—_ .A-.._.-..._.. : u.annonrwuoaw2 i=j• LEFT ELEVATION S REAR ELEVATION RIGHT ELEVATION 1,a..1'.p LOOKOUT mo n tit MIDI OPIMIMICLU 4471 - .�mo, - - PASSnsa - . ;:1umi�:,x•.rm xnanit-a 'r �� L yJ' �.:: m -"' : . ;m/ wwareonn :n ra=i!"4 " IIGfi� !OIPnItowi ,:____ IIILI a a O ■ OUna'� ■ ■ 'III)� '0 ■ ■___ ___— —... 0�■�' row O -ilry iirumm� ■4 xi!nm � �I l.x m n P OOIIIHI cep ; e __ v O m �__ i. _ �w e r mirA O 0 16F D a x�5 n xlR p p0� u= LIIL9 nuwR( n lrid n din l y w t '- '� .— d - -:. .. D SIDING LEGEND • U-Q UL Intel x x A 4 IL'imr I'Pmr I� tt '_�— t¶I.IYie ,-ONAmn ■ -mnd4ii r'n n..wig �T �i _ .. nff PRODUCT ID III I mu 1 .:_li i ri 0!III i M u r I iHI :,, g 01 — 'Q ■ _ - ■ O uPsrowca• ._ -i �,r;_ . , • _ ! ° d,T3 ,10 AIN IM _NIN10111fi �u01N1!Ifr �.i0 Paz- a-iatlhlll Of���O i n 0 .,I- 0 uPsmmo•n• _ . - _—,r—gym_ L. - this: - mmm -. —PC' _ - - - _ ■ ti llt0 IIII a.lcm ..� I 1 U " ! I I III EaUmLIM :_-'- v, m Im: iI:'�:-mIL9IIInnF'= a!Ill!lmnliia:? mII !I!!iiaxf.-_.'n:ml!n ~ •- nonrrrwmu.mromou , r. -grjgagitll I. Ii , 1 Iii I_+ii m'ni - NOTUSED T-:a le/Tiffin Lill I ' : r-.:,: . , ucv-mi ., i�::: I:I!ni ChIllieII:i!i::!:: ■ II"'--'ir01.I001I100! i0r • u ' ....... f.__...—. _,.....t._=:,. 4_— _ 'i -= IIL..n -:-wu SAW a=_ -_ --] ii 116T NIL ---_ r.: ..c ..... ._.. 4unuMnwNw 43 YI •v...:. w 14.0C QW.� rn 9noumer . _ r_ � n�m: :: .: : _::_:_,.m. WALKOUT :o_ m�w h LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION Y 8b1'-0 8 .1'-0' 8 .1'-0 ^ DW ILAUREF 6410I444 2.0 \ X • T"I -MAW ° T HARTFORD -6021 - B. µ �Mai*elm PRINTED : 8/ 1 / 14 __ -e�I , p j - ._ ..... . _._ v .r11111. ._._...�_.__...._......._....__.. vnfi _.—.._...._._...___._..._.._._ . .mod k wlroa Orr .fingninal111 ntrit lq. _..____._...._......_..._.............._........__.. � .rmtiiiiiiiiii ,.aY�iHna/u IIN11111uu. !9!! wAeowoc I, i I Iwarilli /glNu a 1. w unlmnw Iwnu nlnnns" cS 2-SIDED OUTSIDE CORNER /IIAi; I N1g1 f111111 1111 {{Iq 1 - • ,nw0 Bala•' 11111 541 1 . 1 u all „� n I�i IN 11 Be In 1 1111. __ _•.•„ . --- avalc, 11 q�g11 7I . 1 1 1 I 1p■ 111 11 �t"1�". �11� q1 I IRI' F'— -- II 1 I 11 Ilgl 11 11 11n 1 i _ i I ii 111 - I 1 01 In -- 0 �...�—. ----. •rwWt inilik/ 1� ■ ■ �i 1�I '11/ 11'' 1 /111111 11 1111 //IOI111 ---- �• ---- --- / I11I111g1111♦ 1111 it /11M101411 II p nwu11n1ugmn unwnnngl/1uu1 --__ . n10:Iilinuiiuu„ipuu11liuuunUiniai111111/'wllii11111"g &."^"" �� �""' O0° 0 1 _ a in a isr cfarardarar ` _ nt ' - = 1SIDED OUTSIDE CORNER _ — , H —'ar. — _ tUlla Me 01 Jo. I 1100 ' III 1. II I MI 1111i IMO i. n_ lint�w I; ►_ _ � j 1n1�� ppi�n 1�n� 1111�111�� ppp� E�pppp ._, t9 II Ifl MI I® . III � .i Itln Yw � . .III 'IYmw'� 1WnI I/Y uwY Sr �. j —� awl er.nxommlw ,II �I{-� , III 1� i 1 &I —;drJi 1111 i1 II ��] luW RNI uw .II -�Gk P _ 31 ' OM OM — .a, 1 jell Ho :ail MI IW II 'I . 11 �� I�QI 1114 41H St �I laa m--taw[ ...,,-, I II %�. sitar uawwon,w4d . . . _ en¢,w,pruueme. i . .wfla •�aiMIAWWYex4a80 ^" w„>. :/. 'I /' a 11 - 7 Mt 1.I ess NORTHERN CRAFTSMAN m ' n. '~ BEDRM #6 - BATH #3 — LOFT n,. „P•.,•.a 1/4Ne •.dr 2'•1'-0' TAPERED COLUMN WITH � a,:ena STONE PIER ` 4o — _ Aemu. I- n . ` e O, a ., im lunuuiu 44111111gail m1@nu1ii11 ° O . /�1a �ii�i Iri"/11ti11'Gn11��til 1 . � ty d 2 111� 1Odra1ark, l 11A O 11 1AII 11len \� In n_u q I 1 1111 / 1 Allen Tp Nis 0 .�%lir%MERN 4111111 O'I,Ipl1�1�. �11�1 �na4R"° IIIII�1141gk ININNIMI "I 11� I' MUM �I1 NN __ ■r110 * 111 III ■ ■ rat ® 1/I2:L 11M1111111111111111.111 '- inriuinliii nn"ninu'Im "` "' ""' _ .__• �` 1 1111:11•1111 TYPICAL WDW & DOOR TRIM gllnuuum11 11111111111n111 — .. .--..------- .._----•---....• hAT FRONT ONLY 111 a nnw1111Hin111nN11n1111111g11111 1 /11111/11 ` - w�•glmnwnlglnnnn1n11um111umnY1n1uq1W' `°"'°' �'" T ,n•,r-0. O : I a stt--se"jria„dl _. _ _ e,ai _ds ..�I � � SIDING LEGEND E sm urns m•pe DUCT 5 II11 ® Iil , 4p9 I � 1 Y/i � Ilii lf�l ffi I, � 111 'IliilII � a /I/ ■ IMI also n �oa i Mai ■ ■ �II�„ � . RAF LAP SODING 'A' d � '1"ow ME I Ill MI MI 1I h III inn Ill it ' 1 dII Ilia IWI III ._. .1P'' :,r. :.: m�mIn 1� mpIpph� per_ pp1 w� m. .M 1p�_11 i1C51irI !1: _.�.._. /°- l : _ '._ B YAP SIDINGS' oG wPn IPRI lain ImW [ HI Inns lml I ,1 MO I O R0 s— :12. • •c1: :ci: a — 1 NOT USED ESTEE 11 ill f �' - I ICI It pm II; I a 'd.-.�. ------- 4 4j ;; 0 WOO PUP h ROOF PLAN ® COPYRIGHT DR •ORTON, INC. 2008 NORTHERN CRAFTSMAN m �.. So BASE PLAN Thee e = anden the tanproperty of Rthe eofHo WNfi'-0Pp 507'4Ni� .1 are the eulurin pmperty of DR Noion Inc., !///y or used withoutAhc 1 twat consent /N © COPYRIGHT DR HORTON, NO 2000 Thew pan', and the concept thereof mono. - myna -• ! e minim property of DR Horton Int. emu,• And may not be reproduced or wed without written control oemootopeouwow PIOLVICUISIZMIT ilr ID t 1 a . rmeom,wmo.+ov ;,��V-O�.' .—_. . .. ,I n an _ s Irf' .. ' V I rH114 n� .rm4:; al. ;,; .. 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X STAFF REPORT TO: Planning Commission FROM: Tania Mahtani, Planner I DATE: January 26, 2015 SUBJECT: Variance 2014-08 APPLICANT/ Gary Aulik OWNER: LOCATION: 10625 and 10691 Mount Curve Road REQUEST: • To permit a front yard setback for the parking lot of 14.8 feet at its closest point. City Code requires a 35 foot front yard setback. • To permit 24 foot drive aisles for the parking lot. City Code requires 25 feet. • To permit 10 parking spaces to be 8 feet wide, City Code requires 9 feet. BACKGROUND The property is zoned Golf Course. The surrounding zoning is R1-13.5 to the north and west and Golf Course to the south and east. The site and surrounding area is guided Low Density Residential, Public/Quasi Public, and Golf Course. The site is the parking lot of the Olympic Hills Golf Course at the golf course club house. The parking lot currently does not meet code requirements for parking stall dimensions or drive aisle widths. The applicant is modifying the parking lot to bring it as close as possible to code compliance. Due to site constraints and stormwater challenges, the applicant was unable to meet the required front yard parking setback. There are three locations where the parking lot encroaches into the front yard setback, as shown shaded on the attached site plan, drawing C l. The first area has a 14.8 foot setback, the second has a 31.1 foot setback, and the third area has a 16.7 foot setback from the front property line. The parking lot is closer to meeting the drive aisle width requirement than the current lot(the current lot drive aisle widths average approximately 20 feet), and the proposed drive aisle widths are one foot short of the 25 foot requirement. The parking lot stall dimensions are closer to meeting City Code requirements than the current lot (for the existing lot, most of the stall lengths are not code compliant and for the proposed lot, all of the spaces except for ten parking spaces meet the stall dimension requirements). These ten spaces are one foot short of meeting the parking stall width requirement of nine feet. The previous lot and the proposed lot meet the required number of parking spaces of 172. VARIANCE STANDARD Variances may be granted when they are"in harmony with the general purposes and intent of the ordinance and when the variances are consistent with the comprehensive plan."Furthermore, variances may"be granted when the applicant for the variance establishes that there are practical difficulties in complying with the zoning ordinance. `Practical difficulties,' as used in connection with the granting of a variance, means that the property owner proposes to use the property in a reasonable manner not permitted by the zoning ordinance; the plight of the landowner is due to circumstances unique to the property not created by the landowner; and the variance, if granted, will not alter the essential character of the locality." Harmony with Purpose and Intent of Ordinance The requested variance is in harmony with the purpose and intent of the ordinance. • The proposed parking lot is closer to meeting City Code requirements than the current lot. • The requested variance will not alter the existing use of the property as a golf course. Consistent with Comprehensive Plan The Comprehensive Plan guides this property as Golf Course. The variance does not change the use of the property and therefore the variance does not impact the comprehensive plan. Reasonable Use of the Property The requested variance is a reasonable use of the property. • It is reasonable to have a parking lot at the golf course club house. • The requested variance will not alter the intended use of the property as a golf course. Circumstances Unique to the Property and not Created by Landowner The property is unique for the following reasons: • The amount of space that the parking lot can expand to meet City Code requirements for parking stalls is limited due to neighboring residential property to the west and the 18tn green to the southeast. • There are stormwater challenges on the site which limit the available space for the lot. • The applicant explored other options for the parking lot to meet the required 35 foot front yard setback, 25 foot drive aisle width, and parking stall dimensions, none of which were feasible due to site constraints. • The parking lot will be closer to conforming with regard to parking stall dimensions and drive aisle widths. Will not alter the Character of Locality The requested variance not will change the character of the locality for the following reasons: • The parking lot will remain in the same location as it was previously. • The parking lot will be 14.8 feet from the property line at its closest point, but it will be 46.9 feet at its furthest point off of Mount Curve Road. • The parking lot will be screened from adjacent residential land uses using landscaping. • The applicant has proposed to utilize the spaces in the northwest portion of the parking lot, which encroach within the 35 foot setback, as valet parking spaces. These spaces are expected to be backed into to reduce car headlight glare on neighboring residential properties to the north. STAFF RECOMMENDATION: Recommend approval of the request subject to the following conditions and based on staff report dated 1/26/2015 and"site plan drawing number Cl" stamp dated 1/20/2015: 1. The landscaping used to screen the parking lot must achieve 75% opacity year round. 2. A landscape surety must be submitted to cover 150% of the landscape and tree replacement requirements for the parking lot. The landscape surety shall be provided prior to issuance of the Land Alteration Permit. 3. The lighting of the parking lot shall comply with City policy of foot candle width at the property line and downcast shoe box style fixtures. This lighting plan shall be submitted prior to release of the land alteration permit. REQUESTED COMMISSION ACTION The Commission may wish to choose from one of the following actions: 1. Approve Final Order#2014-08. 2. Approve Final Order#2014-08 with modifications. 3. Continue Variance Request#2014-08 for additional information. 4. Deny Final Order#2014-08 VARIANCE#2014-08 CITY OF EDEN PRAIRIE PLANNING COMMISSION FINAL ORDER 2014 Applicant: Aulik Design Group ADDRESS: 10625 and 10691 Mount Curve Road OTHER DESCRIPTION: PID #2511622240030 LOT 5 BLK 1 MOUNT CURVE ADDN ALSO THAT PART OF GOVT LOTS 1 AND 2 AND ACCRETIONS THERETO IN SEC 25 T 116 R 22 AND OF THE S 1/2 OF THE NW 1/4 OF SAID SEC 25 DESC AS BEG AT THE NW COR OF SAID GOVT LOT 2 TH SLY ALONG W LINE THOF TO MOST NLY COR OF OLYMPIC HILLS 5TH ADDN TH SELY TO MOST ELY COR THOF TH SWLY ALONG SELY LINE OF SAID ADDN TO NLY LINE OF CO RD NO 1 TH SELY ALONG SAID RD LINE TO MOST WLY COR OF OLYMPIC HILLS 4TH ADDN TH NELY ALONG NWLY LINE THOF TO MOST NLY COR THOF TH SELY AND SLY ALONG ELY LINE OF SAID ADD TO S LINE OF SAID NW 1/4 TH ELY ALONG SAID S LINE TO SW COR OF OLYMPIC HILLS 3RD ADDN TH NLY NELY NWLY NELY SELY ELY NELY NWLY AND NLY ALONG THE BOUNDARY LINES OF SAID ADDN TO NW COR OF LOT 2 BLK 4 SAID OLYMPIC HILLS 3RD ADDN TH NLY ALONG THE W LINE OF BONNER AND WATERS FIRST ADDN AND MOUNT CURVE ADDN TO S LINE OF OLYMPIC HILLS HIGHLAND SAID W LINE DRAWN PAR WITH AND DIST 463.5 FT WLY OF E LINE OF SAID GOVT LOT 1 TH WLY ALONG SAID S LINE OF OLYMPIC HILLS HIGHLAND TO SE COR OF OLYMPIC HILLS 7TH ADDN TH NWLY ALONG SWLY LINE OF SAID ADDN TO PT OF BEG SUBJ TO ROAD, PID #2511622210062 Olympic Hills Seventh Addition OUTLOT D PID#2511622210060 Olympic Hills Seventh Addition Lot 13, Block 2 PID#2511622210059 Olympic Hills Seventh Addition Lot 12, Block 2 VARIANCE REQUEST: • Permit a front yard setback for the parking lot of 14.8 feet at its closest point, City Code requires 35 foot front yard setback. • To permit 24 foot drive aisles for the parking lot, City Code requires 25 feet. • To permit 10 parking spaces to be 8 feet wide, City Code requires 9 feet. The Board of Adjustments and Appeals for the City of Eden Prairie at a regular meeting thereof duly considered the above petition and after hearing and examining all of the evidence presented and the file therein does hereby find and order as follows: 1. All procedural requirements necessary for the review of said variance have been met. (Yes No N/A). 2. Variance 2014-08 is: granted modified denied 3. Findings and conditions are attached as Exhibit A. 4. This order shall be effective fifteen days after the decision of the Board of Adjustment and Appeals or on October 7, 2014; however, this variance shall lapse and be of no effect unless the erection or alternatives permitted shall occur within one (1) year of the effective date unless said period of time is extended pursuant to the appropriate procedures prior to the expiration of one year from the effective date hereof. 5. All Board of Adjustments and Appeals actions are subject to City Council Review. BOARD OF ADJUSTMENTS AND APPEALS N/A=Not Applicable BY: Jon Stoltz—Chair Date: January 26, 2015 EXHIBIT A—FINDINGS AND CONDITIONS FINDINGS Harmony with Purpose and Intent of Ordinance The requested variance is in harmony with the purpose and intent of the ordinance. • The proposed parking lot is closer to meeting City Code requirements than the current lot. • The requested variance will not alter the existing use of the property as a golf course. Consistent with Comprehensive Plan The Comprehensive Plan guides this property as Golf Course. The variance does not change the use of the property and therefore the variance does not impact the comprehensive plan. Reasonable Use of the Property The requested variance is a reasonable use of the property. • It is reasonable to have a parking lot at the golf course club house. • The requested variance will not alter the intended use of the property as a golf course. Circumstances Unique to the Property and not Created by Landowner The property is unique for the following reasons: • The amount of space that the parking lot can expand to meet City Code requirements for parking stalls is limited due to neighboring residential property to the west and the 18tn green to the southeast. • There are stormwater challenges on the site which limit the available space for the lot. • The applicant explored other options for the parking lot to meet the required 35 foot front yard setback, 25 foot drive aisle width, and parking stall dimensions, none of which were feasible due to site constraints. • The parking lot will be closer to conforming with regard to parking stall dimensions and drive aisle widths. Will not alter the Character of Locality The requested variance not will change the character of the locality for the following reasons: • The parking lot will remain in the same location as it was previously. • The parking lot will be 14.8 feet from the property line at its closest point, but it will be 46.9 feet at its furthest point off of Mount Curve Road. • The parking lot will be screened from adjacent residential land uses using landscaping. • The applicant has proposed to utilize the spaces in the northwest portion of the parking lot, which encroach within the 35 foot setback, as valet parking spaces. These spaces are expected to be backed into to reduce car headlight glare on neighboring residential properties to the north. CONDITIONS Variance approved based on staff report dated 1/26/2015 and"site plan drawing number Cl" stamp dated 1/20/2015. 1. The landscaping used to screen the parking lot must achieve 75% opacity year round. 2. A landscape surety must be submitted to cover 150% of the landscape and tree replacement requirements for the parking lot. The landscape surety shall be provided prior to issuance of the Land Alteration Permit. 3. The lighting of the parking lot shall comply with City policy of foot candle width at the property line and downcast shoe box style fixtures. This lighting plan shall be submitted prior to release of the land alteration permit. Area Location Map-- Variance Request #2014-08 Address: 10625 and 10691 Mount Curve Road, Eden Prairie, MN KI •� -ill La e eil l La - .IL A.-. B��i \ Nia0 4%* \ ivi_okibo_ _. 1 r slaw N -71iim 11## # al MI V i of,*.71 • . . en 01 • 140 rl 11 f 11110* r // •111111 Mount Curve Road •�,"•;- .��•.ii W PlIA m I 1 1 I/4 410: 1 ■ ■ k� . • 1 Parking Lot Location �ii*A♦. �� L_��=.� ,�„111i 1 V . 1 .. 17\ 'i1/i44 o4 11eig: I*8I•I #41 ■,•��/ Fran 1I1 lo Road /'lm.il •P' = g�1I1 S 4. •4a ITE WAvi 2 \\. 41 4 Alii1B pt P *.w, Ato r /iN I 1 17 _vkt, Itiw„,„ l IV/ 1i111 <^.z iw/.■■■■■ �■iii11��i� ilia ,k a SIAM ,1 Pioneer Trail . • *,I,r,'' rii4♦ immor 0161111111E V ® ® El] ilp_ ■rmmilmu \ A ® ® ®® C�► * iii.t1ii ® ®I• . raiwftip** minillik %All W0V' • P 41,si' ,"qm_ 11 . I o `� 411iir t �win „a„'_1.8_-)m„1 %....=,l * 11��I .� nfisL ♦ _ 4 _ I-. Guide Plan Map Variance Request #2014-08 10625 and 10691 Mount Curve Road o 0* JI1 r 111141x- ,., 4.:t. L ,7 \ 1 1114 :r., 'la R °'dwillas o ANW II1* a _i .4 , _ _ _ ______ isle Plot Li P !Pt-410i„,maim.. I** 'III �I �4.i-if,* N st al IN litly p 9 atut4 Mount Curve Road • s sp. 1114 Ir A .11,w1/14"41 * 44 A re.% _AI: 44/6 Ito il P. '11.11 I 94, 0 .11/4 11111 : Ij4iRIIII Parking Lot Location m 4 tk/orm,,,,1 ....-1 BE eingimum -!, ' i� qir ra NOWNini ii Ili%Ile: �j ♦44411 ■►� I t SITE Franlo Road 1 L I/ i... 17 w �� G A T F'IA: n R tIs �w�Iy S��u+v / `\J �st, � Q IBLIC N ego h imP R ATCR"Ri llw,�;Yi. alum iii El 41). iiiii Pioneer Trail4 "4- lij "' R Via mall - ---= -G t r43 III• 14-fik mai REMPIRW 0 1 liu E8 414, i............_......_441 ra A- twan#11/$11111 ___ .:' Legend =Lakes -Industrial Streams N =Rural Residential 0.10 Units/Acre I Neighborhood Commercial Principal Arterial Low Density Residential 0-2.5 Units/Acre ' Community Commercial —A Minor Arterial ®Low Density/Public/Open Space 0 Regional Commercial if #, -Medium Density residential 2.5-10 Units/Acre®Town Center —B Minor Arterial i i ■Medium Density Residential/Office . 1 Park/Open Space —Major Collector Ti EDEN -High Density Residential 10-40 Units/Acre -Public/Quasi-Public m Minor Collector -Airport =Golf Course Office -Church/Cemetary Date Revised 03-01-2014 PRAIRIE ®Office/Industrial Open Water °°•�°_-���^� �•° ���aw�° LIVE•WORK•DREAM Office/Public/Open Space -Right-Of-Way M' °"°•°°1p mEtmom- '° �°_-°°� 0 500 1,000 2,000 Feet ••° ,°°.mF..m o•®m-„m„ I I I I I I Zoning Map Variance Request #2014-08 10625 and 10691 Mount Curve Road dir \Oft, ,", 4i.iinM 4Ai 4•64____1,_01_V..4...I0.._0 t,g„1I6„iIe.I.0l,,,0,ts.,R,p,_.i-__,4mp7 t1Mou 7#a1.1„111* iillg"r7 nt Curve Road Map — i ft‘d • 4.1.11 r.tv_ittosiouni Lel w ♦ ♦ , �i it Fag*truir NE 111 •�,, .k iii Parking Lot Location ► � � I Sdivittwo„ la ildr, e 1 k m it mis wi in r § t i ' �� ' UIWPII A FA it ; FranIoRoad vri r0:a 6( e IV Ilk WV/ IP' ' — t; km t Arts i °i N\/ ...1......................#1„,‘ '..t .....w.,,,,,,,,......___At,,' AO ---- I .dea ,.,..,,,,.., 0 4V. .111 *41" % rri 11-11 wsl 494i4-14 406. Ill t,-7.N. 401 ,1„„eanws,-......, At , relk le kir aim _Imp ii ifr. ,.:M, ' eiwimrt ��■■■■■ Pioneer Trail � ■■rilm 41&i IP ►� I , ‘0\ .1 mmi-bipAl '‘.„ _ hk,'‘m*Mte P "Im mall* lip i!� rit �1 OR_ IIIL. ► 443., Mk ME R:1 [1]4 Ersli(), i - 1 ■ � *vita44 � m ,,, .Elia7,441,4 #14=11,0111014 i • 1 PA :ft t746-411111y : gliTAIMIA. - Rural -Regional Commercial Shoreland Management Classifications N R1-44 One Family-44,000 sf.min. I— i TC-C I NE I Natural Environment Waters R1-22 One Family-22,000 sf min. n TC-R I RD I Recreational Development Waters R1-13.5 One Family-13,500 sf min. al TC-MU I GD I General Development Waters(Creeks Only) R1-9.5 One Family-9,500 sf min. Industrial Park-2 Acre Min, ® 100- Year Floodplain EDEN RM-6.5 Multi-Family-6.7 U.P.A.max. Industrial Park- 5 Acre Min. Up dated through approved Ordinances#19-2013 -RM-2.5 Multi-Family-17.4 U.P.A.max. Mirl General Industrial-5 Acre Min. Ordinance#33-2001(BFI Addition)approved,but not shown on this map edition PRAIRIE Office J Public Date:March 1,2014 Neighborhood Commercial I Golf Course mcaaemaiacapency rearearoa:omtty claaanmaaott ott nia:omtty map,neommattce LIVE•WORK•DREAM and attached legal Gescnption on file at Eden Paine Ciry Center will prevail. -Community Commercial Water -Highway Commercial Right of Way 0 0.2 0.4 -Regional Service Commercial Miles a_op..m.. mo..m._..®.�..o.,.,, Aerial Map Variance Request #2014-08 10625 and 10691 Mount Curve Road , Eden Prairie, MN ' id 0 6. ti4 NPO - =.� •••. i,„,,,di.nt via 41®-ill iir) 7 . *fril. 5 04;0 il M% — ► 1,% 14 1411W • >1 .1ea- 0011111e ill. a.is 7► ., Iat j#I ► lii "-10irl 1 1 ICIi"ts! II z ' i•t 0r �► Pft,< iljAftwroMount • Curve Road _ ,wf • W Via Walir*Oiliniffil Mi.fil4 P lat '--:* :' r.t. 1 I. Km* all s. .(0 , ,,suft#, .. gp a *Met*. .7-7' ki... . - , - I- . ,-3 - , lin ili Minh eIIIp : �.i. low- OT Hk Franlo Road .-ate n III ���� erW4` � �tet �•� Parking Lot Location M�%��� 4/11; '0441, 111.' ::: .. , ', .,; a-J ,,,,', Prow 04" .,_ g -, . tk .4. 4 lik I Otatil-' i • 4kifte, * ft• l ' - . f * ' . ' VII .04,1 a IL t 4'6" 4Ar 41 -,,,ii,„,„,,, , 4%61 - - • - : ,..„ mg iv. Apat b `t' ftIII. 17.1097yU ...;. Fttr Alb IN 1k k a Agift 1 Lir 'to NW' ,'v Pioneer Trail I I IIP I,, 7SONLR➢ '■ i�i �`� ki -7i ►se ®Eli tafi - ‘ asi r ....-.- ,_ ,,ii,...1,- H-,--,,, ,, ,, 0 NA.14 -1 7 1 1II I LI :.. \/ A III E NECEVE D City of Eden Prairie variance Request Planning Department GROUP Narrative for Olympic Hills Golf ClubBAN 2 0 2015 Planning Commission, City of Eden Prairie . -- Thank you for considering our request for a variance in the parking lot at Olympic Hills Golf Club ( OHGC) . We are requesting a variance for Right of Way Setback at Mount Curve Rd . less than 35 ' and a variance for Drive Aisle width from the required 25 ' to a reduced 24 ' within the parking lot. Additionally, there are ten ( 10 ) parking spaces that we would like to designate as " compact cars " due to their slightly under- sized condition . The current parking lot spaces , drive aisles , handicap access , storm water management and lighting are sub - standard . The parking lot currently has the required 172 stalls but the owners wish to bring the parking lot as close as possible to the City of Eden Prairie Code Requirements . The applicant has been working closely with Eden Prairie Planning and Zoning and Engineering officials to develop a plan to exhaust every option while attempting to meet the City' s Code Requirements . Unfortunately, due to the existing constraints the only practical solution involves the two aforementioned variances from the City' s Code Requirements . It appears reasonable to make the required adjustments given the vast improvements to the parking lot and the associated services . Considerable measures will also be taken to improve the impact on neighboring properties and create screening to enhance the character of the property. Therefore, given the unique circumstances created by adjustments to Code Requirements over the course of OHGC ' s existence, we respectfully request that the Board of Adjustments consider and approve our request to make the current parking lot as safe as possible while improving the visual impact of the parking lot from neighboring properties . Respectfully, G dry M . Aulik /Presideit2Aulik Design Group Inc . AULIK DESIGN GROUP, INC . OFFICE (952 ) 591 - 1500 275 MARKET STREET, SUITE 156 FACSIMILE (952 ) 591 - 1600 MINNEAPOLIS, MINNESOTA 55405 BUILD@AULIKDESIGNBUILD . COM • Mount Curve Road - Existing Conditions • - ,mayto, e 'rr /• : • . f- y Is - • �•"•. *ia I • .1 • • • • . 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Existing . - Parkinsg . .. . .... . .... , • , .. ,.. wars ,. i. , __ - js - if a _ / r / 1 --J -%,, l �� eir IC.° I EXISTING PARKING AREA DATA I / \ \/ ,s-mrix TYPICAL STALL WIDTH : 8 . 9 FEET 7 N 18 . 75T TYPICAL STALL DEPTH . FEE �I �6 TYPICAL PARKING DRIVE ISLE WIDTH : 20 . 26 FEET /� 7 , \ N TYPICAL MAIN DRIVE WIDTH : 23 . 3 FEET 2S. 3 �l 0 N EXISTING PARKING STALL COUNT : 172 STALLS 786 l Y, N N \ 24. N ,, _ . 7 _ 6. 8 _ � ' _ EX . PUMP 1 a 8 \ D - , HOUSE 1� \ RECE VDi FFE o) \ , . - - Planning Department 889 . 5+ � / Si...„:„L„.:-Thilb-42 77 71-4; 76 \ / JAN202015 74 3 � 3 9 �\ 7 20 \ \ \ 9 7 0 \ City of Eden Praie il \K/0) co \ \ j6iG I \ .., / 4.. \ \ 0 ie. ik-4,4b4 .ie. I 1D / \ I,r .. (6i \ iie.91 ( \_____ ------ 9 I \ \L i©.1 N N„ \ .. `\g P Meet '`— _ 1164-.7 2 7 \ a; N 4. _ _ *7.;....,, ,T.iii pc,,,,.7s. i it4 tiefrpl .srr- , Est N( s \ 9 \ \ r / 1 . +' 4 6 a•-"C 1 Itli1/4. \ 0)4 7/7- 0 7 F---- N ' irti oir,.._ NI., t\ I 71 /...._t_i_ \ \ _____. 7 i . _ � o N 2 ll 77 , \ \ I co 2 1 \ / \ / \ \ 00 0, cd \ / / H 1 \ . \ / , i \_, L J I .. _Ar .i r \ . FLOOR ELEV. _ - 900. 71 NORTH ,,, 0 10 20 40 EX1STj \ .441 PIP° _. GOLD COURSE Y� PIC FULLS . . SCALE IN FEET '- 1 nnp n w - nnn 72 - - C UR Nclr 1 , ,- DESIGNED: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS I COMM. NO. PLO TIED: LO: PREPARED BY ME OR UNDER AL DIRECT SUPER CHI AND THAT I AM ‘I �, FATTEN LANDSCAPE OLYM P I C HILLS GOLF CLUB DWP A L CENSED PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE 13795 1 /19/2015 LAWS OF THE STATE OF MINNESOTA. DRAWN: ! ARCHITECTURE, LLc. PARKING LOT IMPROVEMENTS EXISTING PARKING LAYOUT PLAN1 DRAWING N0. NOT FOR CONSTRUCTION I �� Phone 17G33a50 55371 3913 10/09 /14 CITY SUBMITTAL CHECKED BY' DAwD W. PA IU'A, PLA © vAIV/ L�IDlCliC .I�.,�1 �F I1G EDEN PRAIRIE, MINNESOTA L5 NO. DATE DESCRIPTION OF REVISIONS DW, DATE JANUARY 19, 2014 LICENSE # 41458 --- .. / , / EXISTING. CART PATH / ,\ ^�_ M _ ` ` � � 4CROSSRJG EMAIN \\\� \ \\`. ii' \ J LS � � � V l •� C .A tie.T:e.T .l \ A \ t.:. VALET PARKIN. / ` \ Planning Department NORTH \ '�1 ONLY - REVERS `•�� • \ ARKING 12 STALLS N. or I \ ( \ PROPOSED \ o is ao W r 1 OS. ' PPS''`_-=.. : . N .. , µEALLLISNING \. JAN 2 0 2015 .- , o . -` - N N N ./ - - - �- �- �_� ` �• .•\NIL .R' SCALE IN FEET / i / c �-- ` O \ \I. \ \ . / 6 3'R / r ; `% '� \ BEGIN ` City of Eden Prairie - '• ' (TYP.) ,` \�\"\ CURBOUNTABLE / �. ,� I o \ — I � ; _ � max' I Ilif I \ ) \ N `� `` f \ SITE DATA: • _ \ ,l �` \ \ \ / - � orb:I: &.: j' LEGAL DESCRIPTION: -`••: ;�1 •I EJC PUMP N ��iiis _.,( r .. -CCGGG999rrrVVV "` r ' j Lengthy see Survey �` - � '-yf tHlou -• INSTALL I %\ \ SURMOUNTABLE SITE AREA — 7,638,927 square feet or 175.36 acres CONC. SIDEWALK N Y ; t ��� r \ ' /CURB �_ �'"� \r�< 17- TO PUMPHOUSE o \ • r % � jr. L �� DOOR `. `; �' Q . , , j ZONING — GC — GOLF COURSE r ��,... ., a �`/ BITUMINOUS 8 e %� \ . . . ' e _,J II, PAVEMENT 17 1 e. % ; \ EXISTING f �F ' ' ` �g `1ti I \ \ • IWELLSl10N SETBACKS ' Ifir -t i ! sA (8 )c&G - I \ / _ \ FRONT 35' = • _� I aoNyI / \ ,'f \ g o ` \ / ' SIDE - 10' H I ~ INSTALL Ir II y!o \ \ Fx - w / 2-6• PIPE / A �'�' 3=9'x23'j V f. Nquyen REAR 35 , I c BOLLARDS AT \\ ` 4' \ dl• � \ SHORT TERM j } ' / IR AT1ON MAIN ( I PARKING STALLS Ili / \ \ \ �?, \ \ PARKING ® MATCH • I / /� \ \ \ \ / 90 DEG. STALLS: 19' x 9' WITH 25' AISLES - REQ'D 0 EXISTING J , \rI. L 1► `_� ��- �'• ,, \ \ \ � ;j END19' x 9' WITH 24' AISLES - PROPOSED PATHTWO WAY J \ F- \.% f \ \ i N - SURMOUNTABLE ® / +` DRIVE AISLES � .;,i; I \ r f! �'O \ N.\ CURB (T' •) TRANSITION I \ '� PARKING REQUIREMENTS: N. \\ / ( : , • 6., . TO B612 ` J \ \ \ \ GC: 1 PER 3 SEATS + 72 SPACES \ _ / / -=• 4. , \ 10-8'X19' C&G I _ N. ,....,_ ® • C, COMPACT ADA PARKING \ \ \ 300 SEATS/3 = 100 + 72 = 172 SPACES REQUIRED e / / qRT STALLS ONE WAY �i i� SIGNS \ \ \• ` ` �9T DO NOT ENTER �� !/ i \ SIGNS / z TRANSITION CD - - _ \ SPACES PROVIDED \ >, ® 3 \ l ®� • �� - TO RIBBON �` \ 172 TOTAL, INCLUDING 6 REQ'D ADA SPACES �p� �\\ \ ' P • ., , \ ����L CURB r \```` . O 6 off \ \ \ \ , . \ ® ti / ` • it: \ N \ \ \ \ OWNER: i/y o it t` RI BON I \ N � \ '' ' OLYMPIC HILLS GOLF CLUB - � ti \ \ r I CUB & 1 10625 MT CURVE RD Si:; 4`� `` ` 4_ . ` 5' DEWA \' RAIRIE, MN 55347 N \ \ \ PETEREDEN PEATON, GENERAL MANAGER ye 1II �' \ ONE WAY FLUS�I WITH �� = a \� \ ? ,1 (i TRAFFIC 6 _ \ \� / �... . x�_ DRIVE * N N ` \ PH. (952) 941 -6262 I \ t , oA / / `G0 . : GENERAL CONTRACTOR: 1 \ TRANSITION ! f / cos • h,` AUUK DESIGN BUILD ! 8612 G N^` ._ TDRR111: BIBBON ' ` % [ � is c \ � � 275 MARKET ST. SUITE 156 �+ AG PO> rE/1 ( ) b- � �� REMA . Q r r• MINNEAPOUS, MN 55405 il L-�DEG. 5' WIDE / °O�Nc I': T;. PH . 952-591 -1500 / STAL S ar ., ADA ROU / / % , ocDiiXOQ, \ FAX 952-591 -1600 r . !r / "�. yol / C SIDEWALK Ur1 / ��FF \ /J / �. ENGINEER & SURVEYOR: / / g n ? ' • / / j ANDERSON ENGINEERING OF MINNESOTA, ILC / / A. r = " e 13400 15th AVE N, SUITE B �o J j, •• \ EX SnN '�.r _ PLYMOUTH, MN 55441 / / / ' 1 ,`� l I`V GOLF �o RSE CMP1C i s, C •� { � PHRYJOHNSON) 4012 / / / DECK .1 falla/ UB /-iOVSE �� �tr.\ FAX (76) 412-4000 / I : . •r / \ J LANDSCAPE ARCHITECT: / / 1' P SNOP :_ kilt r DAVID W. PATTEN, PLA • PATTEN LANDSCAPE ARCHITECTURE, LLC / / ►N Pik ;" P.O. Box so$ / / \ \ i OGRE�g)" r `f / PRINCETON, MN 55371 • / / \ PH . 763-350-3913 / _- j / / PRACTICE _� / `ITG / / 4 I, / \ / TEE _ _ + ■ r SHEET INDEX al El I - / / LEGEND _ t 1 ( Cl SITE PLAN / 7_ yalf ` — J 1 C2 GRADING & DRAINAGE & PLAN EXISTING PARKING I J \ C2. 1 EROSION CONTROL PLAN \ \ \ C3 PAVING PLAN •PROPOSED PARKING• \ \ C4 UTIUTY PLAN WITHIN 35' FRONT YARDEl 4 SETBACK F� `- C5 UTILITY DETAILS a 6k. <� I I L1 LANDSCAPE PLAN POND \".` " \ I c„, �_I L1 .1 LANDSCAPE DETAILS tc,.., n ) L2 LIGHTING 1 N 0- h 0 . 1,, ,- DESIGNED: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS COMM. NO. PLOTTED: PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM = Anderson Engineering of Minnesota, LLC GRJ A DULY UC ENSED PROFESSONAL ENGINEER UNDER THE LAWS OF THE ANDERSON 136Q51 st Avenue North OLYM P I C HILLS GOLF CLUB 13795 1 /19/2015 STATE OF MINNESOTA. 2 1 /2/15 REVISED FOR RPBC WATERSHED APPLICATION DRAWN: SPSH/CJA NOT FOR CONSTRUCTION ENGINEERING Pym uth MN 55441 PARKING LOT IMPROVEMENTS SITE PLAN DRAWING NO. 1 11 /7/14 CITY SUBMITTAL GARY R. JOHNSON, P.E. ENGINEERING • ARCHITECTURE • LAND SURVEYING 763-412-4000 (o) 763-412-4090 (f) EDEN PRAIRIE MINNESOTA Cl CHECKED BY: NO. DATE DESCRIPTION OF REVISIONS GRJ uCENSE #DATE OCT_ 9, 2014 42010 ENVIRONMENTAL SERVICES • LANDSCAPE ARCHITECTURE www.ae-mn.com , p STORM WATER POLLUTION PREVENTION PLAN NOTES: t ; ,� . `, 1. GRADING CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL ` UNDERGROUND WHITES MTH THE RESPECTIVE UTILITY COMPANIES PRIOR TO CONSTRUCTION. / ``�`\ �/ `` + ` ;•z� - TW 886-' ` �`» �' \ ! TIERED WA \ \ 2. ALL EROSION CONTROL MEASURES CAI I FT FOR ON THESE PLANS AND -" `• - :- // • �- BW 879 • iT_ / TW=886 TIEREDBWALL SPECIFICATIONS. WHICH MAY INCLUDE SILT FENCE. SEDIMENTATION BASINS ' t' .�'+ - \@W=87B OR TEMPORARY SEDIMENT TRAPS. SHALL BE CONSTRUCTED AND SERWCEABLE t• NCI `SPRIJQE --.8j�` •.,- . .2 » �/ \ BW=879 IN ME FOLLOWING ORDER: 7 , . ,( " .� \ A. ROCK CONSTRUCTION ENTRANCES A MINIMUM OF 50 FEET. \ • � `' . - ,02'SEDAR de, \ ` :\ �( \ E. SILT FENCE. ` % ,.. .ti•, ..... ' .i'. _ ` : CE \� \ C. TEMPORARY CULVERTS. • re �\ "\„•. '` •..` •T 1/' C[DAR' '�._- \ \/ �\ D. TEMPORARY SEDIMENTATION BASINS AND OUTFAU. FACILITIES. • - __ ` AL E STORM WATER POND OONSTRUCTON- •� /•_\' •''� .p 26"BA5$WQpD •. -• ~� �� IT" O •� ' \ F. COMMON EXCAVATION AND EMBANKMENT (GRADING ) / \� �-..� �•-. ` w / //I\` N \ NORTH C. S® AND MULCH OR SW END WALL , .`;� ~ "\ . J1� a - 1 '.SP' . ��\ ! / N. H. MO-ROLL BARRIERS IN FINISHED GRADED AREAS. •`-t. �'� \ N '' I. INLET AND OUTLET FACILITIES SUBSEQUENT TO STORM SEWER WORK. BWa 887 i ----• P A • ` •��i-.i.+i:�n--�� •\ ` . •`�' c - \ \ \ TIERED WALL • ,Q. �� �.•� �`_r�+��_ \PRUCE , .. `.r - \ � '®�.a TW=890 0 15 30 60 •3. GRADING CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION CONTROL MEASURES IN ACCORDANCE / ,�.� : � - ~` v �c�- _ y��_ ��� �1.`• ` � \e \ eW=882 WHET CITY AND NPOES PHASE It PERMITTING REQUIREMENTS AS WELL AS EROSION CONTROL MEASURES AS �''i•♦ i '� • "" \ MAY BE SHOWN ON THESE PLANS OR SPECIFICATIONS- GRADING CONTRACTOR SHALL IMPLEMENT ANY ,•--- 15‘'-Ogg :85 •• -� 1. �� • r \ ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED TO PROTECT ADJACENT PROPERTY. ' �- _ ' 141111111.1.,0. �- _ / ' J���_.�� \.`;♦. N. 4. AU. EROSION CONTROL FAONTIES SHALL BE MAINTAINED BY ME • J /i ARV -�� ./ _ n � \ ♦ \� �+ip g7.. \ \ ._..... �' !/ , , /. AR ' r•:- \` . `\ �T`.. .. / , ... .. ��_.. ♦i, Y ._. .,. r._ _, ` SCALE IN FEET CONTRACTOR DURING GRADING OPERATIONS. ANY TEMPORARY FACILITIES WHICH A `• - _ _ ARE TO BE REMOVED AS CALL FD FOR ON THESE PLANS AND SPEGFlCATONS -\ ♦ ". \ \ SHALL BE REMOVED BY THE GRADING CONTRACTOR WHEN DIRECTED BY THE C) r= ` / / 41 B I . \ \ 11-2; :-.47-.1- �' \\♦♦ _\`\` I , ENGINEER. THE GRADING CONTRACTOR SHALL THEN RESTORE THE SUBSEQUENTL •Y f L , \• \. .• .. \ ♦ • R . \ _ ,r �_n::rr+-sc . 4�-- .�..ta�.=: .. _ _ DISTURBED AREA IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. s • / • /✓ AAARRRBBB \• ' _ ♦ \ \ • i : . I \ WE_ .� ; - - . , `` \ \ 36 P.LE \. r\ - . . ''\t ,-.,_ 7 rt5. THE 1FICAGRADING CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER SO THAT / - `\ � / 16' SPRUCE i \ e. \ \\ II ^.1 E ;•- �'iCERTIFICATION OF ALL CONTROLLID FILLS WILL BE FURNISHED TO THE OWNER / 1 , , •� E /. r f - - \ • .` Z♦\\ . .�\ „` , , J I 1 _: i J f LI DURING AND UPON COMPLETION OF THE PROJECT. j'' l - ` • •rAR-• I `' • I / '! _ -- ems' . '" ... l \ ' %%%% �- .\' ` \ \ \ ✓ Imo. �s VJ! 1� 6. ALL DISTURBED AREAS. EXCEPT AREAS TO RE PAVED AND/OR SPECIFICALLY DESIGNED BY A LANDSCAPE ` • . \\' IL if �t 1I - 19 MICR . - .� t % \ `. B PLAN. SHALL BE COVERED WITH A MINIMUM 4' OF MP SOIL ALL DISTURBED AREAS SHALL BE SEEDED , \ .,\ 34' BASSWOOD V I r I ! ( `I ♦ it, �r & MULCHED AT THE PRESCRIBED RATES WITHIN 72 HOURS OF FINAL GRADING UNLESS OTHERWISE NOTED, _•. •\ . R , ' _ .. 'J _ S�ftM.- � '.� F/,.,�/{j y� .. -1r( wet-, 1` "�• -\\ • . I 1 it ! l \ �+ \ .\� '� \` o .\ •\ , ' r \ \\ i I r ea ' i �f- ~-• 4.11 `r� � � SEED MIX: MNODT NO. 50B 50 /ACRE 1 �' N. A- • \ ` '.. \ `C . \ r MULCH TYPE 1 2 {T!ONS/ACRE (DISK ANCHORED) \ :. f • » - ` E . `. ` TB FERTILIZER ISOWACRE RATE OF APPLICATION 20-10-10 ; ; 4.. _�Y , \- `` \\ \ F� / I (...): I f ` / N �� `�.`•`., \\\ \.\ : •--B \�. \\ ,\ \ lY MAPLE "--��'/ \ ` \ . \ Alir ALL EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE WITHIN 200 LINEAL FEET OF ANY 1 \ •\ \ , 0 !� R- I I� i I / ' ' �T / \9 $P• CE �` ` - �\• ,‘\ \`, \ \• \�._ \ \SURFACE WATER. MUST HAVE TEMPORARY EROSION PROTECTION OR PERMANENT COVER FOR THE EXPOSED . \ - .. _ _ N. ` ` !! I'� �1 \ '' \ ! 15 SOIL AREA$ YEAR ROUND, ACCORdNG TD THE FOLLOMNC TABLE OF SLOPES qN0 TIME FRAMES. \, »" -• ` *. `-_ •' fI ,1 ` \ \, \ \� _ �``\ �1 , \ \ ` �` \ ` 22 BASSwpQD A �� / \ 4' S l \ i ` \ I , •� ' , \ \ A. '\ \� _ \18' MAPLE' • ;ASSK. • r I ` t8 % ; f \\ `\.. . .\ I. \ ` \ \ \' r L `>I O TYPE OF 90PE T1MF (Maximum time on area can remain open when the areo SHIM 1 \ 1 \ iii ` I ,' r \ - 1�\ \ \ \ \ actively being worked) t 1. \• \\ .` -. � • \ •\ \. �a PUMP ` / . ail \ - \,' ". '� Bgt S!ELVER THAN 3:1 7 DAYS \. ---� \ 2p- OAK • i a / � � �/ +t �i \, \` \Z4 OAt� A I� _ " , �N:• \ \ kir 10:1 TO 3:1 14 DAYS _ \• OS...MAP \ o• i .HOUSE.- ! _ ./ w / . I > FLATTER THAN 10:1 21 DAYS 1, •',_ ((gy�pp _ ° / »• ` �\ '\ \ \ L�l. \ +`' \ \ 16' MAPI£ • \ \ \ ` PfE : •7 . ' 4% / /'' / ` \ ` I • ` . - - - ` . .. \' ' \v 18' i 1 f �.i i \ \\� �I • �\ \ ^' `c 7f f _ i ' 8B' 7. THE EXISTING TOPOGRAPHY AND CONTOUR ELEVATIONS SHOWN ON THE PLAN WE TAKEN FROM A PLAN •\ -'�. _ \, - \ \ \ ` ` ,: •r St i r` /05 ,i ` I1` \\ l / \ j i FURNISHED BY OWNER \ • • \ ` \ \ 4.I / / • - III/1 \,` \ ``i I c 8. CONTRACTORS GRADING AND EROSION CONTROL OPERATIONS SHALL TAKE PLACE THIN,THE C(�NSiRUCTON UMITS�'� ` _ _ I • t 4"bAPLE •' \O r _ `AJI \.,. \ - �'' I=. �i,/ 1 r / / f' I % \c, /`1/ ''� '.J - !/ 8B\ �f y•• K r 9. IT IS REQUIRED THAT SOILS TRACKED FROM THE SITE BY MOTOR VEHICLES BE C AHED /DAILY FROM PAVED \ ti \ \'�° „- F1JA 4- M ! t• -+' /i . • I y - ! �A,f 31 v," :LICE i :::::10:11:„..i.:\/.86H:.‘_, C( � ! 41 { 1., , Prairlf I ROADWAY SURFACES THROUGHOUT THE DURATION OF CONSTRUCTION. I ` `.. HAC 10 - . - �I`� '',+ - / � p - /. / - _ _ ' w \ \.. ,.. \ $+ AK 4- MAPLE •� /1C. PROVIDE TEMPORARY SEDIMENTATION BASINS AS DIRECTED BY THE ENGINEER. '� ``` : `(I ` �._ AP' flr r.s- - /' i / f/ t + . --` _1 \ i , i B' OAK - ' 4' MAP �� . / +`3,rt r'- �! `t �, gLICE �_. J / 11. ALL RfOUIREMENTS OF THE LOCAL WATERSHED DISTRICT SHALL BE SA115F® THE APPROVED 1?ERMIi- \ \ / I ! l • .^� LE _ II _ i• / / 1' / l/ tS� \ �I 12 AU_ EROSION & SEDIMENT CONTROL MEASURES SHOWN ON THIS PLAN AND j ,\ R� j' 1f \ '�,�1 MnP I �. fr ( 1 \ j _ • _ __ .IMPLEMENIED IN THE FIELD AS DIRECTED BY THE ENGINEER SHALL CONFORM 7 THE MP.CA'S `\ / 4"J �Z. L' -T 4' MAP _ 1 I - if a. . `., -- - -.�\ / . B'PROTECTING WATER QUALITY IN URBAN AREAS: BEST MANAGEMENT PRACT1C FOR MINNESDTA'. \ • I - �� �2 -� .4e %APIE t - _4 -' i • l / • 'f �(\� ' "\ �jl -r�J . d' ' t• i \13. DEWA7ERING AND/OR BASIN DRAINING DISCHARGE SHALL BE DIRECTED t0 MENTATI011 BASIN$ '�� i , • '\ �� . ELM. _ I "'� �, / .�\ � '�1 - /' - /WHEREVER POSSIBLE ALL DISCHARGE POLN75 SHALL BE ADEQUATELY PRO 7ED FORMjER0570N & -' ` _ / Y \_ \ lO \• . �� f �, , / +\\, iV,l - �, / \ \ SCOUR THROUGH USE OF APPROVED ENERGY DISSIPATION DEVICES. I / /- J _ M . , y VVV"' ��' \ , \ r lc. ALL SCUD WAS CONSTRUCTION DEBRIS SHALL BE DISPOSED- OF IN A DANCE WITH MPCA / • \ B' MAPLE / " / 887 ' I 1 jl+ �� \ \ i ,/�\REQUIREMENTS.�HAZARDWS MATERIALS SHALL BE $70REQ/ _ FIN COMPUA�ICE mM i . 1�/ / . \ B _ �. �! \ I i - 411 � � , i , `/'I \ ' ``\ /` \\ / ! -sei / . \ \ MPCA REGULATIONS / � \ / �P�\ � .. ; / - ' ( ' 4 II m� i•9 / "' -• dP�\/ � _'• 15. CONTRACTOR SHALL USE RAPID STABIUZATON METHODS PER MnDOT 2573 AS NETEPW DURING THE COURSE OF / ' I \ / . `� �1,P\ TIAPLEoff �- `' r^. ? / , 4 '� CPS 36' '-1C 7i / ,•�, __ ; +/A/•THE WORK TO MAINTAIN CONFORMANCE WITH THE CITY AND WPDES II PERMIj AEWIREMENTS. __/ ' f / /\ j \� ti \/ 1 ,Y. II , 1 - f I / I ' -\``��� \ \ " \ MIS WORK SHALL CONSIST OF OPERATIONS NECESSARY TO RAPIDLY` STABILIZE SMALL CRITICAL AREAS, TO , �a _ _s 4' EIM I: f 0 ' - \ �� " -- s , . `\PREVENT OFF S7E SEDIMENTATION AND/OR TD COMPLY MTH PERMR REWIREMENTS. ME WORK MAY BE / _ / �/ �{ / ® "`.,. \GP f j ' '\ ` f / �� \ ' A%61 fi i ; t \ L� �Pq� %��/. \ PREFORMED AT ANY THE DURING THE CONTRACT AND DURING NORMAL WORKING HOURS THIS WORK WILL,9E _ , ' - '/ / \ \ t `/ I �4 • Al + I J 1 / �,I \ _••v ,�/ig i�f A . WALL\ . -�\ ",�{j r - \ \ CONDUCTED ON SMALL AREAS THAT MAY OR MAY NOT BE ACCESSIBLE WITH NORMAL EQUIPMENT, THIS WORK ••` ll .J ' I \ �1 `- `[ SHALL BE DONE IN ACCORDANCE WITH THE APPLICABLE MnDOT STANDARD SPECJFIC471DNS.INE-BETML3`$HOPM : / . ? H • r f i I ��I / 891 . f OAI��' j \ all-- \ IN THE PLANS, AND THE FOLLOWING: / / JJ' / / _ . -J '� , I Uf 14' SPRUCE I K. ! .�. THERE ARE FIVE STABILIZATION METHODS APPROVED FOR THESE OPERAlONS' THESE METHODS MAY BE �� �/' _ •' \ � ® ! � . ^ \ � ��%-BB.D '� 14e I Uf � a9 - /J1. i, Ni I '.., j�\ - � r 1' � �� � t•7e, \ CONDUCTED INDEPENDENTLY OR IN COMBINATION. •! �i% ! ?• i \-+ - ' llllrJJnn T • `t 1� � �l _v6 � • �. n � • �. � 1 .\ �' �`V / ' �+ �`�\ \METHOD fit: APPLY TYPE 1 MULCH AND DISC ANd10R i I ,.'� i'''} `�. `�� f4�'� "•� ` . • .r \ � ' 885.3 , l47. Uf `\ �• - '7\ �24- -DAK ,`.�.. N. . r '- MEMOD fit: APPLY TYPE 1 MULCH AND TACK WITH TYRE S HYDRAWC SOIL STABXIZER'' ' �/// •, JIMETHOD /13: HYDROSPREAD SEED.FERTIUZER AND TYPE 6 HYDRAULIC SOIL STABILIZER. r� /`• " - 'V • �`{ , U ` I ///- \ \Y-•METHOQ fi4: HAND INSTALL SEED. FEATUZER AND EROSION CONTROL BL ICI !1 CATEGORY 3�. I _,-. -�i /, . •: /L j �; R.8B5.3 1 ?, f• „� p / iii, �� • . G., ._ \ 1 .A_ . ' METHOD JCS: PLACE GEOTEXT}LE AND RIP RAP CLASS II IN VARIOUS CONFIGURATIONS ,i /! , '' �- /!� '1 •� L �/ r 20: • < • • I. - 1 ✓ \Ile �{` -_ , \ \ F (� �`JD ,N Idg\ THESE EFFORTS WILL BE INCIDENTAL TO THE EROSION CONTROL BID ITEM. -" I • ---617� 1, ' / t /' ' . ® 1 j , / :g \ -..- r. ` _ \ ` 't % Y- ti T ,••� t / t ' • % R �- 7i:SPROt`E� • ., �`` `` / �\\ 16. CHANGE DF COVERAGE FOR STORM WATER DISCHARGES FROM CONSTRUCTION PROJECTS WHERE THE OWNER OR �� r&76 ` ��� ` L / / / _ 11 \- \ ` \ }}}•��� N. ( BUILDERS) �.... / �.: \� \ OPERATOR CHANGES, EG»AN ORIGINAL DEVELOPER SELLS PORTIONS OF THE PROPERLY TO VARIOUS / r /L ! • i / ' ,/ i / 'B '{ ,`�. , ,, 1 '' ' ��� gg3.2 UE ��-Y " , \_ \ `'\ `�` i• . _ \ r THE NEW OWNER OR OPERATOR MUST SUBMIT A SUBOLWSIDN RECISTRATION WITHIN 7 DAYS OF ASSUMING 1' i,• ` �.. "--., \ ` , I 1 / 1 .,_• I Ir `= _ L� ,.`` \ OPERATIONAL CONTROL OF ME SITE, COMMENCING WORK DN THEIR PORTION OF THE SITE . OR OF THE LEGpL -- !� /�' • - \ •-- TRANSFER. SALE OR CLOSING ON TIE PROPERLY. /` '' • . . / ._ \ f ® `{ 'AAK:� ` ` ` `, ,�� % I % ROC2 - �\ 690.E `\ 6. // /� ./• ��' 7�- + , I i �/ - `•q .gg ` ,) \ `• • SPRUCE' �� BEGIN WAR" .I `� ` % \ .- \,. 17. INDIVIDUAL SITE BUILDERS SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL NECESSARY EROSION - / \ /,./ 1` , _\ \_ �\ t 1 `� - 2% MAX. ���� / // \ : ' -$94 ` Uf ``, . -`P `- \ . CONTROL MEASURES A5 NAY BE REQUIRED. REWIRED ECM'S SHALL CONSIST OF BUT NOT BE UMIIED TO / \ • " \ \ `� ' , •\ •;T ae - � gBe.O i SLOPE I / �Li� �11 /' p1 uz.\ _�`•� \\ \ . ME FDLLOMNG: / ` \ `l LL \ \ `11 `� �` \ / f -a1tB ` • 7.� I ` ! �I, _ ADA STALLS i / I /.v.8. 1 4' BIRCH ! ` \ \ t4P ` ` 0. STAKED FIBER LOG ROILS AT BACK OF ALL CURB IXCEPT AT LON$1RUCTIDN/DRIVEWAY ENTRANCE. / / POND \ `1 / ARB \ i ' \ .\ t I - f( ,I \- - // i1 • 4' BIRGi f \c \ I` \' B. SILT FENCE ON 81.1 DOwN GRADIENT SLOPES FROM CONSTRUCTION AREA SILT FENCE SHALL HAVE ' / : \ _ . f! '' , f r/ . I .- THE BOTTOM DUG IN WITH SOIL FIRM' Y COMPACTED. / i \ B721-, \ 4` •\ `' \ ` ! ARB _ I 16 •RU\+ • li 1d- ! C• 1, . . � - »~ \.� ... \ \ \ J D C. ROCK CONSTRUCTION ENTRANCE HAVING 1' TO 2' CLEAR ROCK OVER GEOIfXTILE FABRIC. / NWL = 873• .0 `+NY gHppE `\• •\ T� i ``• \ '�,_ A•:j+° 1 f a1 '\ �\72' SPRUCE \ / - CE` ) \ Q. STREET CLEANING AS NAY BE REWIRED SHOULD VEHICL TRACKING OCCUR • • ,' r d) j ` �� r11 �\ m 4\ \ / 1 rs� 20' OAK 1 \'1," 1 . 'RUC K - �_ N TV/=8901Y $PR �_E�\f,/_ 1t 4• BIR H . \ (J \ INDIVIDUAL SITc BUILDERS ARE REWIRED TO MAINTAIN ECM'S UNTIL SUCH TIME AS INDIWDUFL WATER LEVEL = b73.2 SI, \• , o `\ , �,t% a4 OAT( • ;µ \ xBee,9 (;L \\ 1 L� § y� ! '� ��1 % L 8' DEC �- r�� \( .- I� .. \ 1 ; /I\�_ 1 Bw- Q %�\` ,/ �`�1\ _ /" 2 SPRND_ ` \ rARes/vecErgnoN ARE EsrgeusHm. (JULY 15, 2014) t • QAK 1 +, <'' ,� ! /�•. �- AX 1 \. y \ L \ \ \ N. :\ 18. CONTRACTOR $HALL PROMDE A TEMPORARY SEDIMENTATION BASIN ON SITE FOR CONSTRUCTION WASH OU7 USE • 1 • a \, \•, / ': - p ` IEMPOPARY BASIN 9RALL BE LOCATED AS TO PROVIDE EASY ACCESS FOR CWSTRUCTION VEXICLE$ AND WATER LEVEL = 873.0 r '\ ,\ I• ` / \ \ / r._, ~� • •� t 1 , , r'RUCE / S�- , \ AD.�Sr •!. '� �." ' ` '.` \ \ \ \, \ \\ \ \ ( ) \. '. • , i . OEC \e' DEC ._ j 12' SPRUCE , `i CONCRETE TRUCKS AS NECESSARY. OCTOBER 14, 2014 1 '�/ \ \ \\ \ ` /Jf/J(/ !l \ \ t' 19. INLET SEOLMENTATILW CONTROL IS TD BE PROVIDED TO ALL STORM SEWER CATCH BA5N5 THROUGHOUT ( i t �\ B' DEC \ ` / / `• v 1 - 1( / - / y q+ - - - { CONSTRUCTION. MEASURCS APPLIED SHALL COMPLY WITH BEST MANAGEMENT PRACTICES FOR MINNESOTA AND \ • 1 t •� :.:•`ft . 4. ` ♦ • - � i � Q �,1 . A 6X3 IOU APPLICATIONS OF NPOFS PHASE II AS APPROPRIATE FOli PHASE OF CONS7RUCTIDN. • •=\ - 1 '�• . \_ / ` \ R-688.D / '`1 I �• r T \ B 12' RUCf �:' i :12-,,,i STORM WATER POLLUTION PREVENTION PLAN w'��\\\ �((\ ,� \ \ x \ \ w ' rw=s57 ' \ �+ , r \� 8� / e / © \ \. • a� , v4 $�ucE SCHEDULE OF INSTALLATION & MAINTENANCE \\ � ! .\ dB9., �` �_ \ ew-Bsz ^11 '� r \ / \ \ \ \ „` . T� INSTAL AnON 87SPECTON & MAINTFNAN .F jj�OYAI • \ • \., _ \ J • ^rt • • uf. \._. INSPECT & MAINT. \ I \ 12' MAPLE r I • • O •r / / • M - \ '' AFTER TRIBUTARY I. / N. 1 / `\ • `'\- ` ••� II f. . . . . / 1 +.• $4.T FENCE PRIOR 70 COMMENCEMENT AFTER EACH RUN-OFF DRAINAGE AREA IS ``N I i . \ \\, /' \\ • V I \4" qq S AS REQUIRED. 11 •y. �BBIS� \ ``ti `t` 1 / � \ Ue - G \ -\ �' ' r� t '� y+ 5, r 1 ,• �? I / - SPRUCE: ROCK CORST. PRIOR TO COMMENCEMENT INSPECT REGULARLY. PRIOR TO PAVING. 1 1 \ \ 12 INE N. ` \ III / ' ENTRANCE OF EARTHNORK OPERATIONS. MAINTAIN AS NEEDED. •.\ , F \ .\ ,` \ \.�! E:� �\ OUTLET SKIMMER AFTER POND GRADING INSPECT REGULARLY- PERMANENT, / ' / `\ \ 7 „30. A. lY CAT! .\24' OAK . ' STRUCTURE IS COMPLETED. MAINTAIN AS NEEDED. ( 87265 I / / \ - v • \ + �!' j ©1( ' N' SPRUCE \, `. .gyp • UPON COMPLETION OF INSPECT & MAINTAIN \ NY I ? ' \.. • ' `\ 1 • 'PINE \ 1 I irniv`I TW TI R • LL y re C• ,, - lig 4 RIP-RAP & POND GRADING, CONC. AT LEAST ANNUALLY PERMANENT. \rr I i i / CPS 1. ~` a lf1 \ ' S' FILTER SWAU: CONST. AND AND AFTER HEAVY % "'"IA-..._,_ 3 111... , TWB97 EXr _ OUTLET INSTALLATION. RAINFALL EVENTS. \ I • i7 t \.;� `..\ . �t/�II'11`�W _ BW-891 GO STING OLYMPI 2' DECK \ � �/' „.e.g-7- `\ \ INSPECT & MAINTAIN I • ~• �+ \ L �"' • , I _Q DETENTION POND DURING EARTHWORK AFTER HEAVY RAINFALL PERMANENT. rr \ �. 1. 's CPS /, ( •� : rX-rain! GOLF COURS c Hr��s -_-• \ `s /� OPERATIONS. EVENTS. REMOVE `` �.aim; I.. I r L E CLUES ypNSE II ell ` S'4' MAPLf rag ___ SEDIMENTS AS NEEDED. \ • ` * 1'� / ` ( CK '\ ,''` f- �I1�: • 2- DEC `..-- / -. rr \ -�\ L. ` f . • �1111 - -- ea•snis° DEC ; '' . '� _. gg'�-'- INSPECT & MAINTAIN NO REMOVAL - -�'] `` / •---_ SEED & MULCH AFTER FINAL GRADING AFTER .HEAVY RAINS \ `\ 1 ' `� r LO I / / \^ "\ _ , •--- OPERATIONS- NECESSARY. • / '1 `' - REPLACE WASH-DU7 /• 1 \ 1 I,)I e a -` ....�' • � /' AREAS IMMEDIATELY. rr t •\ �\ LL 1 } ~ / .. \ w INLET PROTECTION UPON INLET CONSTRUCTION WHEN 1/3 CAPACITY OF AFTER TRIBUTARY AREAS ( ,` I P 2 DEC N. e. • BMP IS REACHED ARE FULLY RtS MAW i X - 'I HQP '_•N. \E ! ' ! ACOT, n 13• NOTE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION, MAINTENANCE AND \ \• '' - OGR p i ' OtS73: - _- - RENDVAL OF AU. APPLICABLE EROSION & SEDIMENT CONTROL ITEMS cc / E7i- 1 ? x • HIRE MESH REINFORCEMENT \ _« L i / �• ' • ^ V i / i-. (OPTIONAL) 7 • ENdNEE RING FABRIC «_ \ N. -� ,• -'- �' / / V FI ......,.68 METAL OR WOOD I _ C (� C «_ YL �ai ' • \ \ ` R x • C ., '.: �, / ' -I ' /' 1 POST OR STAKE I. FABRIC ANCHORAGE �` - MIN LEGEND r< c /� '-" �� \ _ a r 889.4% 8g0 V 111• ' / , ' �,�•E0. ,Vr Sp %\ '`pl .D it f 1 �' j i TREMH BACKFILL NTH - 4"-'l PEO ' v c \ IJ 1 J i TAMPED NATURAL SOIL pA-`G.R'N Er,Y7 r r . • ..- L XSSL4 j/ PROPOSED FINISH GRADE cc •� �' ~ L+`� • , r • r e e . • etete ::f 887.3 r t V 1 / GnoH of . . , , . . e . .,. .. . . -::• OR FLOW LINE ELEVATION \cc �► `- •_.;B - - ' i, DKE '� RUH FLOW ry •-r • e . • r •v-. - • • 15BT � ib INd MNINUW . . . . . . L . �87 _ �� \ 1 '�}lAYlll(gl . - - . . `/ . . . ... . , ......� ;�.i .. g:. :. EXISTING CONTOUR \ � . :5 _ �_ _ -�_ - - ` ^-•011' a' Z.6 INCH MINIMUM .�l • v i i:• e / I -.�- \\-.. _ •- •,_....(!E �.- ^gBP"•. -�� L \, MIN. \ / , .r- ..+-\ \ • ".. _ _•� L . _ ` NOTE DEPENDING UPON CONFIGIRATION, ATTACH FABRIC 70 HIRE MESH Wf1H 1' TO 2• WASHED ROC( B' MIN. 902 PROPOSED CONTOUR ` i ' ! \ "�-- _"`�`5�• \ >IV +\ - --' -` •• \ 1 HOG RILS, STEEL P0515 W17H TE RIReS. DR WOOD POSTS WITH STAPLLcS \ ' •' i / \`\• \ ` _ \ \ TYPICAL INSTALLATION FOR SILT FENCE ROCK CONSTRUCTION ENTRANCE DRAINAGE ARROW \ +.,1 / ' , '"cc, --gas \ \ \4 \ \ ;; . (SECTION 6.3. META'S 'BEST MANAGEMENT PRACTICES') NOT TO SCALE i i0 \ \ � \ I SILT FENCE \ \" �\ \, i / i // N. ` •\ ,\ �/`�(�,/ l `" �\ _ ii '•\ \ \ '\• \ j �' : i'/ / / Gra: \ 1✓3"PINE \ / 31t RETAINING WALL ��s 'N. \--N.,/ ter'` \ '. \ \ I I j • r CALL 48 HOURS BEFORE DIGGING: ` \~ �f ' ' 7 . 4v.-B oo • \ ` `- // \ % � \ NOTE: n Nv.�e6o. R \ \ \, - DIAL 811 RETAINING WALL DESIGN BUILD BY OTHERS. ` •\ i,/ oYt \ \. ELEVATIONS SHOWN ARE PROPOSED GROUND ` ` i� LNV?BB06 Nv=8807 % « `; ` 'T m / SURFACE ELEVATION AT TOP & BOTTOM OF WALL. _ ; « . • ® / I. •i / ` \_. `\ • • •. *, 2_lG• � 16' SPRUCE LNV.=600.6 6D' �mLLOW \ \ • DESIGNED: I HEREBY .CERTIFY THAT THIS PLAN, SPECIFICATION. OR REPORT WAS COMM. NO. PLOTTED: PREPARED 6Y ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM Anderson Engineering of Minnesota, LLC GRJ A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE � � E �{� ® � 136051St Avenue North OLYM P I C HILLS GOLF CLUB 13795 11/6/2014 STATE OF MINNESOTA o DRAWN: Suite PSH/CJA NOT FOR CONSTRUCTION )1111.:;-mg EIGINEERING Piym utthh, MN 55441 • PARKING LOT IMPROVEMENTS GRADING PLAN DRAWING NO. r� 1 11 /7/14 CITY SUBMITTAL CHECKED BY: GARY R. JOHNSON. P.E. ENGINEERING • ARCHTECTURE • LAND SURVEYING 763-4124000 (o) 763-412-4090 (f) ED EN PRAIRIE M I N N E SOTA CL NO. DATE DESCRIPTION OF REVISIONS GRJ DATE OCT. 9, 2014 LICENSE # 42010 ENVIRONMENTAL SERVICES • LANDSCAPE ARCHITECTURE Www.ae-mn.com r • • �'-' _. EXISTING — PATH OABE _.... - ' \ N y '`.. \� N \. /� \N. \- p :, \ �` -• r " PT• . STABLISH TURE'� . \ _ ;;SIN ALL DISTURBED `RECONSTRUCTED .... — • .. / 4 €,; `• . .. .. . ♦ � 'A'REAS ` ` '�., , 1\ • \.L �\ Wit' r ✓ i+n" y .y �yJ>!i. t � j,` � «W`. ` RUE ' Oa CI EXISTING 12 \ - : � r•" sa ;�f s EX-IS N •''4-.d ' \ ` : x t: SI f� .� - PROPOSED PARKING - ~. • n SPRUCE TO \ / ?;; 5 r VEGE[ATION• „ I . 8 �. `• :=> J (J . . '-' '.. ..- ti f . S. ( E � '' � >� AREA- n �' REMAIN .._ N \ YH'% f t , i "3 "rCE A � �TO- REMA1 1 _.,., ` \ — ' � .. },I : . ; $ ' aW�xx" E- ....,.. SPRU � `. lij;:?:::..:::. : t,4 c1 •g ! a _ _ / .z,n CURB ISLE ` . ; �_ s� Ale ~ : Y M r � D PROPOSED DRIVE. PR WOOD % ,• REESTABLISH • \ � % =" � `� �-�� �' I _- ' ' ar. TURF IN ALL EXISTING .. . , � Pw, RESIDENTIAL \ ! W {..,-. Illiacillite D HOME... _ ,, - ...., .- 42" ' RUCEI ' . DISTUR F , t *.cx;a• �� BE N. T� .• �► AREAS ` `' Viz, . •t;%' }' ..-e ;W ,J _ _ Y • • a 8• , S.8 • �, J'St wY •-.; 1 � - ;._;.,�.,a y �� � 12 SPR `• - / • PROPERTY ' � `` .... . . .. . _ _. .. .. .__ _ .. �;�� .. _ . . �/ _ • MONT CURVE j • / // II y" _\ , �� art* LINE N �`� ROAD RIGHT OF / MONT CURVE RIGHT OF 4 ? a s�: }� 0 % teglit _ << >« +, WAY WAY PROPERTY LINE I MP I 'w .,A 401-111,41 N • E r ii... . 4. . . R. i�,.1 x �.. // ,xn,� `� :���„ r - \ I '/ ry< '^LSD-2 " ' r / / / �8 • ./;: \ _ •. „ _i416‘ VW..884 i\ ---ELM- -•- \ MONT CURVE # `, \ r. REVISED GRADINGAREA : \ j ROAD SURFACE E SED E • " � • • °.- pivpSED PL'ANTIGS ,�: % C SSO _ L� � ♦*\ ,.'' I \ i , �� FORENI G - , • ~ _• r oo�� r' -$'O�f EXISTING 36" ` f �• MAPLE TO REMAIN ` i ' 3I END rb �._ / *'� ' '. ' , MAe�LE� ' \ • � : LANDSCAPE SCREENING . ._. ....... rY EL V: 8$ 7° Its' SPRUCEI ~ � 'W 88 t 9 ' / PLANTING BED 4 2 TALL �� _ .• RETAINING WALLS lad S r �ll�lrl'` �'� I1f'' PRF%GE +`i AS SHOWN 1 i Ail*1' I �� - v..; .__.-.� ..__- � ~ . �.� ,. ,.. \• EXISTING GRADE • REMOVE EXISZING \J } �J a_ EXISTING 26" OAK ELEVATION T0 REMAIN : E ! SPRU TR E5 AS \. % TO REMAIN t �/'��f,i ;. ,. •....1_,H .. . � 2 :...,°A151.1:1/4:-,..N` XISTING24 THE SAME �„ 32 - �e� OAK REMAIN 1/I7i,'4'' , � i' ^ " $PRU j � I 1AXR Q7�(,~� -,...\\t e \ /lc W 885. 2 ' _. _. _ -_- . .. _. . . ..._.__ .. ... .__.. .. _.._. ._. . .. . .... .. ._ . .. . .. .... _. .. ~ , 9 't , 999YYY"`... C.�V ` ,.' �5'u�;q�, \ ``~ •; 1 .\ '' • TYPICAL DOUBLE RETAININGWALL DETAILED SECTION ( SECTION A- ) SCALE IN FEET �� •LIMMII:T 4 :,1iv YP X. PUM ' ' S Ag `IEXISTING 12" HOUSE �r� \ \\` ..� IS \g111 2..4 tarok 1 SPRUCE TO- ( FFE ! ri REMAIN . .... . %MO)i � � 889.5t / ww z �if rah, 1 . �: OD � -- ` t� • 94/il � . \Al��l q>� \ � � 0110 IL MONUMENT SIGtd" _ ._ -�..�..___ -_ -._--- ----.••• • .�� , Ali ,' `,,ask. \ .r t,.,i CII C _ ----EXISTING ENTRYsq E C _ . . ED) /: �� �'" ,. , `: S)i `- DRIVE TO REMAINS r Ul _._ ..... Tw 88 92 ♦ \ F 1z"' SPRt 4` � i RETAINING WALLS NOTES : Department Planning p p en r .. .�.: - n • n e . . • �. LOCATIONS ANDELEVATIONS OF tin APinti ; 9� f I \\ \ r}• t � '//_ EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TOTHE E / 11 '�SPR J EI �\ �� COMMENCEMENT OF LANDSCAPE INSTALLATIONS. THE CONTRACTOR • :N. / Np ,` 7 � . � \� �c i ' • AfN � 0 � � SHALL IMMEDIATELY NOTIFYTHEENGINEER DISCREPANCIES OR ` ( VARIATIONS FROM THE PLANS LE 891 PR P S PLAN ,. `. ` NORTH ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF S y�/ ' OOEDP G _ EDEN PRAIRIE STANDARDS. - ' <` FOR SCREENING o 4 'v le EKING / \ r , D tD zD 4D ^— \ _Y City of Eden Prairie THE OWNER RETAINS THE RIGHT TO REDUCE THE AMOUNT OF RETAINING WALLS ILLUSTRATED WITHIN THIS PLAN ILLUSTRATION. RETAINING WALLS PLAN PLAN SCALE IN FEET _ _ PLAN DEVELOPED FROM SURVEY BY ANDERSON ENGINEERING OF MINNESOTA AND COUNTY GIS DIGITAL IMAGERY. PATTEN LANDSCAPE ARCHITECTURE, LLC. RETAINS THE RIGHT TO DEPEND ON THE I! : < x-c " ; �� :1) .-,A : I REFERENCED PLAN TO DEVELOP CONCEPT SITE DEVELOPMENT PLANS, � .�,` ; ;, ' ` '1r f4`2 + ALL REVISIONS TO THE DESIGN BASED ON PLAN INACCURACIES SHALL �� ;• + X t . Y 4 t;4� Y � a 1' BE THE RESPONSIBILITY OF THE CLIENT. EXISTING MATURE ••-' . '; :r fy A NG WALLS SHALL BE REVIEWED BY A/ � * H V / � � — r STRUCTURAL ENGINEER. TREES TO REMAIN ` STONE ( WALL DESIGN SHALL BE REVIEWED BY A STRUCTURAL . - . . a �/ x ENGINEER PRIOR TO CONSTRUCTION. . -`� : a ' :i etia'. :a t, .• PROPOSED 'SCREENING R c 6 YET �c' .& �r °� " VEGETATION PAI KING897 REFER TO THE GRADING, PLANTING AND SITE PLAN FOR ADDITIONAL 1< _ . . 895 INFORMATION. PROPOSED I . . .. ! MONT CURVE R.O.W. / .._ Tdi e sue... .ce 894 I 891 PLAN LEGEND PROPERTY...LINE . ....__ � l. r € o I .... . ... . IIM UMW I MONT CURVE /'/ occ EXISTING PROPOSED ' : . eee C I ROADWAY CURB . . rrr// ees 1 r /rrr '+ PROPOSED 685 CURB 1 EXISTING MONT CURVE ..._ I/ : DRIVE ISLE �/ X PARKING e� BITUMINOUS --��j RESIDENCE NORTH I ROAD SURFACE_ .. . . —� EXISTING. . I ..._ . . . .. .LOT EDGE. _ BB7 CONCRETE CONCRETE WALK �7r' °s-'i �- OF. MONT CURVE . ....... . _._ I i seD / r . _� ROAD • ' '`. . REVISED GRADING AREA 678 PROPERTY LINE . _. . ._ 8 I an .._ - . .._ I . .. 876 ... . EX. RIGHT OF WAY 675 EXISTING GROUND PROPOSED RETAINING I ELEVATION _ WALLS e z . STORM SEWER <<---- - I . . 874 .. . .. . _. . _. I _... .. .. ._ _ 871 SANITARY SEWER —< _ --- - 1. 670 WATER MAIN 1-- -- RETAINING WALLS SECTION A-A' SCALE IN FEET16.1-061.A OVERHEAD ELECTRIC — a» — nil — UNDERGROUND ELECTRIC — l• — us — UNDERGROUND TELEPHONE — o• — lac — i I UNDERGROUND GAS — us — us — • I TELEPHONE BOX. a PROPOSED SCREENING POWER POLE 0- VEGETATION I 90D SIGN -o- PROPOSED:: PARKING EXISTING MATURE - I 895 SOIL BORING am , ... .... . .TREES , "< ' I 895 TR / EUNE 1 <_ / �� PROPOSED • 'MONT CURVE R.O. W. / I ` s. .ks . DRIVE ISLE _ ee'93 WELL PROPERTY LINE { " "n :•" 1 a 1 892 . . _ ... . ... . - 1 .__. �� .. 891 . . . ._.... . . ... — — 895— 895 T , �� 5 CONTOUR MONT. .CURVE . 's5 = 1 CONTOUR - -896- - 896 - CURB - is r 3 MONT CURVE A7 � r/ % / // // f C DIG :. . ROAD: .SURFACE } x/ �:` EXISTING PARKING Hal z . ..: ALL YOU BB=oFE eeD f r REVISED: GRADING: AREA. . . . •879 8110 LOT EDGE 8 87e . .. . : . l PROPOSED . RETAINING EXISTING GROUND875- WALLS _. 874 J ELEVATION 873 t's below RETAINING WALLS SECTION B-B' SCALE IN FEET Rgy49 KnoCall before you• dig. DESIGNED: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS COMM. NO. PLOTTED: PREPARED ULY UCENSED PROFESSIONAL LANDSCAPE EARCHITECT RVISION 4UN ERT THEM DWP A D 13795 1 /7/201 5 LAWS OF THE STATE OF MINNESOTA- = PATTEN LANDSCAPE O L YM P I C HILLS GOLF CLUB DRAWN: ARCHITECTURE, LLC. DRAWING NO. NOT FOR CONS IHUCTION I ,\ er;DalDa >1Nss3n PAR '\ ING LOT IMPROVEV ENTS -PETAI \ I \ 3 WALL PLAN 1 10/09/14 CITY SUBMITTAL CHECKED BY: DAVID W. PATTEN, PLA o os'� E ARCHRECI a3 a. uc EDEN P A I R I E , MIN E S TA L4 NO. DATE DESCRIPTION OF REVISIONS DWP DATE OCT. 9, 2014 LICENSE ii 41458 / � t NW rl ,i \. #pT15HT0 Q � \ ��`, nirrcEE, BVIAD CAOAEYOUDIGRE .� � \ / l \ ....\. _ ,S' IN ALL DISTURBEDx : A partrr� e/� AREAS 14" c�' SPRUCEI _ ` � , \ �� lanning De t I o \ '` . I NORTH a � �� \ .. . i g 126" BASS A • • I ® ���I( i �.:. / W `� N \• .,` \ �.\. ;' \ •`, i Know what's below. o 10 40 / p J y� \ \ 112 �� • \ ,� N 2 �/� E / call before you dig. -Id!! 1110111 g 1 © � '�"` � _ 12" SPR �jl • \ / / I ARB 30 • • ~ . . , �, * � � r�r.oa� SCALE IN�/ \ FEET 1 _ { >F ``� ""'"s ` Cit ;df Eden Prairie IAI � > a � / :/ 1 ' tat1� ,. ,\ \ PLANT SCHEDULE / IA BI ice �� `:,, �` L ,i :a r N. \ ••R / t ��113yr' i \ 'aa , PROPOSED \ -_-_ - _-_ CODE OTY COMMON NAME/LAT1N NAME SIZE ROOT REMARKS PLANT TYPE : � \ \ ;: ` / 1 LS \ / DECIDUOUS ETAINING A 4 AUTUMN BLAZE MAPLE 3" B&B STRAIGHT LEADER IAR� "�' ` / / • ' \ � � r "� ' \ Acer x freemonni 'Jeffersred' CAL. AND FULL CROWN OVERSTORY TREES \ B 1 SWAMP WHITE OAK 3" B&B STRAIGHT LEADER I Quercus bicolor CAL. AND FULL CROWN• ' : I it / ` ` r CY I' 1 ►�►� " F APLEIN. \ \ C 1 PRINCETON ELM 3" B&B STRAIGHT LEADER O FARE/ _ ��`_ y _ F rY � I 116" SPRUCEI f L63.--• " �o Ulmus Americana 'Princeton' CAL. AND FULL CROWN I • „ `r ' ^ I •Q © \ , . •< , ti D 8 ARBORVITAE, TECHNY 5' B&B FULL FORM CONIFEROUS 'Pc 4,` : ,`y N 1» x � EESTABLIr3H Thujo occidentolis 'Techny HT. TO GRADE OVERSTORY TREES „ .•. `--- I "I -: il1 O forr`.+I�' : %: I 16 SPRUCE ' � �� • \ •, \ TU IN ALL / E 7 NORWAY SPRUCE 9' B&8 FULL FORM I34 BASSWOOD ��U ` ., „�� DIS ED Picea abies HT- TO GRADE0 * .� I rAra 12 SP w� \ AREAS F 7 WHITE PINE 9' B&B FULL FORM i „ \ \ Pinus strobus HT. TO GRADE ` RBI ��! `'` ;- N. 2 • •BOA r G 10 ROYAL RAINDROPS CRABAPPLE 2.5" B&B FULL FORM ,. f -.® o-, _. >.., 1 ( ORNIMENTAL TREES I ' RBI If • : -_, \ Malus JFS-KW5 PP14375 CAL. TO GRADE 112" MAPLEI l; ..-..-. c,���'�i'' 32 I „ `\ \ . t , \ H 4 VELVET PILLAR CRABAPPLE 2.5" B&8 FULL FORM ' BI l(r���� ® •�`- ;- 4 SPRUCEI �ir :, \ Malus 'Velvetcole' CAL. TO GRADE VW +r f �^' \ I 25 HYDRANGEA BLUSHING BRIDE -` 45 CONT. FULL FORM SHRUBS „ at ` Hydrangea macro h la "BlushingBride' A '• SWO�C1 sn A - 1:". 1 SPRUCE �.' ,,,,• gh rp >w22„ BA SWOOD oSPRUCE ..S EXISTING �� ' ---._ \ ., '7 • ` ., \ J 86 ULAC, MISS KIM #5 CONT. FULL FORM X. PU cr SPRUCE TREES -AS-, 7 `` e � ��. Syringapotulo 'Miss Kim' 12O" OAKI HOUSE : SHWN �,� \ ae` °. OAK \ ;' K 37 HUGES JUNIPER #5 CONT. FULL FORM :` W1jt�"'�* �\ iMsi \ / / Junipererus horizontallis 'Huges' #5 CONT. FULL FORM FFE i 4 %. r L 15 Weieoi - Spilled Wine i8' 889 .5 I �) „ �` I N. \ \ Weigelo florido "Bokraspiwi" P.P.A.F. B ' S$V�/O D c� :. / i.� /1 „ \ \ /� ' M , AREA ASSORTED PERENNIAL/ANNUAL PLANTINGS PLUG �? . ;4.. �; ,r O ��'� (� \ ` \ FILL C /PLE 130 ' OAKI ,����� �r *,�J � ti� ` ll r 83,4. 03 QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTQR'S CONVENIENCE. �• eq."'AtLill / ® r�� 1.� I / I )5\7 CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. LMI I4„ MAPLEI '�! 1 ?a•` ® .( .. - : i - SPRUC . \ \Y\ se 4„ A E !! �` v H a y - ' ke4 ® 0.4 LANDSCAPE NOTES 2" SPR r1414�1 � t ���%#�����` \ �r 1 . CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC 14 MAPL -.. . . Z4. 0 /�. 4t ® ft \ j \ ��\ \ FEATURES PRIOR TO THE COMMENCEMENT OF LANDSCAPE INSTALLATIONS. THE CONTRACTOR SHALL .-• 14 AP E 0 : � c • /' 1 112'\SPR 4I El \ i \ \. IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. I6 " 0414" ELMI ® lr: / r \ \ ��� r \ \ 2. REFER TO LANDSCAPE DETAIL SHEET L1 -1 FOR GENERAL PLANTING NOTES, IRRIGATION NOTES AND 1 6 APi. ��j �h( 4Ne/ /' PLANTING DETAILS. E •, 4 ; P''".' \ / cI 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF EDEN PRAIRIE STANDARDS & CODE: 11 -1214 12' MAI _.:-� ® A�� % / \ \� 0� r SUBD. 3. G. SCREENING AND LANDSCAPING. r • f ! 36 OAK \ ntl-81#M 1 ,, EIf 1 ! 4 q ;y 1 1 \ \ r 4. LANDSCAPE CONTRACTOR SHALL SUBMIT A WATERING PLAN TO THE OWNER TO MAINTAIN THE PLANTS �� ' �f�c#?���/ \ \ THROUGH THE WARRANTY PERIOD. 4€ 12 MAP Y/� �, Y >�`%►�r ... c� f' !►�� © ��41�y \\ \ C� r 5. RETAINING WALLS HAVE NOT BEEN REVIEWED BY A STRUCTURAL ENGINEER. STONE WALL DESIGN SHALL BE 881 . 70 • f _. ® j \ „ r. REVIEWED BY A 'STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION TO ENSURE STRUCTURAL INTEGRITY OF THE �11�� I �/ ® rt # vx' \�� . ., . Ih� 1""� ��LJ \//����� 14„ " � 32 OAKI PRELIMINARY DESIGN. �� ® ��IIL �� 32 ~ ' `� � \ 6. ALL OBJECTS ILLUSTRATED AS GREYSCALE ARE FROM A PROPERTY SURVEY AND WERE EXISTING ELEMENTS AT -MC "' sr.. N'..Ikea. ; \ \ fit. TIMEOF THESURVEY. % ® . \ \ \ SU VE . 4. ` �' \\ I24" OAK \* 7. REFER TO GRADING PLAN FOR GRADES, EROSION CONTROL AREAS, AND DIMENSIONING. wa _ _ C 15 ,. 1 ~ \ \\ 8. THE OWNER RESERVES THE RIGHT TO INCREASE THE NET QUANTITIES OF LANDSCAPE UNITS, USE Er) 883 80 MA \ , ®.•-• • \ ` „ vv ".� LARGER UNIT SIZES, OR VARY THE SPECIES ACCORDING TO AVAILABILITY AT THE TIME OF PLANTING CCLI ® 2 4 tit/ - 40^ _ A; PER THE PROJECT LANDSCAPE ARCHITECTS WRITTEN APPROVAL. N. 12 s 4 ;Et , i�r 1 + 9. 6" MIN. DEPTH OF TOPSOIL TO BE USED IN ALL PLANTING AREAS. MIXTURE SHALL NOT CONTAIN MORE ® -€FADE 14" SPRUCE r \ TAR = B -' . THAN 35% SAND MIXTURE. "` " i�_y�AE TO Sdt? 1 SIOE OF � •,�_ • ' © / = LOT TREE ID :4f75fl5 \ tis 128„ OA \\`; ��i ��� 8 �i��*� �,� o \_��-\ 10. SEVERAL METHODS CAN BE USED TO ESTABLISH THE GROUND COVER TURF. SODDING OR SEEDING MAY i 88 AR� �'' A ® ' ; : ���7� � .^�� �' !� * BE USED TO ESTABLISH THE GROUND COVER TURF. IF TURF SEEDING IS PREFERED, ESTABLISH PER ��'_ ., *NT \ ` ` • • R MNDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION (LATEST EDITION). 1A14,' 4 -air� � = r��rl''r 7 � • � 11 . TURF ESTABLISHMENT SHALL OCCUR AS SOON AS POSSIBLE BUT IN NO CASE MORE THAN 7 DAYS. N. vrity , .a �r �•� &. 4" Ni, 12. DORMANT SEEDING SHALL BE APPLIED AT TWICE THE NORMAL RATE AFTER NOVEMBER 1ST. 9.17 ® ® CI '� ., R , GEIat ,, i, IARBI \ + #� `R� r' �,/ BIRCH -� t. - \ ARB • "c S ' . CE t�l . r . \ / \ \ \ -� 13. ALL AREAS WHERE LANDSCAPING IS UNREPRESENTED ARE PART OF THE GOLF CLUB RESTORATION \ \ I I \ \I fit` 3 A 4 7 / ti \ PROJECT. a CEI `�lR"ti4 � `� K12„ SPR E 4",BIRCH ` \ AK \ \ S • � : 2 I I I8 DEC \ cop: !� '1l ( y J �� PLAN LEGEND 8 ! //,\ \ v�l *, o ( Fi a 1` �'/ \110" DEC _ \ 8„ DE ° / / CURB FISTING PROPOSED REMOVALS R. V.-1-'----4.--.:-zz--.1.4.4.11`1"""!.••••ft,,,,iritl`II� �� \ ` - DELI -� I r-----�I y BITUMINOUS ,I8„ DEC �t r ' � �� - �_- _' I. 1 SPADED TREE • kilti1`f� '� -� \ [ 177 CONCRETE/CONCRETE CONCRETE CONCRETE WALK C_ a 1 �I�� tb0j4054 RELOCATION � - 8 \ ` ( ;' PROPERTY LINE 1 l ® ! TREE Fe _%� 32 92 =� I / EX. RIGHT OF WAY I I 117 �� N � (p r j D. S 'RutcE $ 1 . . 8 STORM SEWER '<----- 1 \I ► \ ARE� Aif9S : ' - D 1 I 2 O SANITARY SEWER <---- I r ` /Q7/;\ ��:II AS PART OF GOL r ��_ �� WATER MAIN - I---- -� sai .r� \ • CLUB RESTORATION' 0 9Q0. 433. 9 V "` L OVERHEAD ELECTRIC - •^• - th• - • �4 ` 24 1 MD S UNDERGROUND ELECTRIC - •• - •• - © ' � (Mt/so DECIDUOUS I 8 . c ' 0) 21. 0 ® UNDERGROUND TELEPHONE - et - me - lit *wont t. �f 11• , UNDERGROUND GAS ,` I12„PINEI 1 .Jfr r • %` c7 CO N 0. 3 TELEPHONE BOX \ '8 `` POWER POLE P �. ,�.�W / 30 3 SIGN -I AREA LANDSCAPEED , �: �/ - j SOIL BORING Din 5 AS PART OF GOLF „ \` // \ !i . if 'S. 4 CLUB RESTORATION �� 14 PI �� �`r f S. 9 TREE/TREENUENIlE C �� I I CB �1 90 1(1r� J f EXI c T/ n ' O ENT.% 5' CONTOUR -eas- - 895« �r �J1 1f v - LYMpIC -MS- - 896 1 ' CONTOUR L` A ® ELF co � RSE C LvB �1n � 5 1 DESIGNED: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS COMM. NO. PLOTTED: PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT t AM DWP LADULOF THE STATE OF PROFESSION LANDSCAPE ARCHITECT UNDER THE Si, PATTEN LANDSCAPE 0 LYM P I C HILLS GOLF CLUB 13795 12/23/2014 DRAWN: ARCHITECTURE, LLC. DRAWING NO 2 12/22 /14REVISED PER TREE PRESERVATION PLAN REQUIREMENTS DWP NOT FOR CONSTRUCTION it �\ Princeton, MN 55371 PARKING LOT IMPROVEMENTS LANDSCAPE PLAN 1 10/09/14 CITY SUBMITTAL CHECKED BY: DAVID W. FATTEN, PLA 6 FA Phone: 76p(L3543RE13 E ut. EDEN P A I I E M I N N ES 0 TA L 1 NO. DATE DESCRIPTION OF REVISIONS DWP DATE OCT. 9, 2014 LICENSE 4 41458 I res-Thitc -EINE Planning Department GENERAL NOTES 1 . LANDSCAPE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS ON PROPERTY WITH THE GENERAL CONTRACTOR AND JAN4 2 .0 2015 BY CALLING GOPHER STATE ONE CALL PRIOR TO STAKING PLANT LOCATIONS . 2. COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATIONS WITH OTHER CONTRACTORS WORKING NOTES: ON SITE. TREE SHALL BE MULCHED WITH SHREDDED HARDWOOD MULCH UNLESS NOTED NOTES: City of Eden Prairie OTHERWISE. NO MULCH TO BE IN CONTACT WITH TRUNK- CONIFER TO HAVE SHREDDED HARDWOOD MULCH UNLESS NOTED OTHERWISE. 3. WHERE EXISTING TREES AND/OR SIGNIFICANT SHRUBS MASSINGS ARE FOUND ON SITE, WHETHER SHOWN ON THE SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. NO MULCH TO BE IN CONTACT WITH TRUNK.ARE IN AN DRAWING OR NOT, THEY SHALL BE PROTECTED AND SAVED UNLESS NOTED TO BE REMOVED AND/OR ` - -=-- - - -- __ - __. r TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED . SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING . AREA TO BE GRADED , ANY QUESTION REGARDING WHETHER PLANT MATERIAL SHOULD REMAIN OR NOT SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER PRIOR TO REMOVAL. IT IS THE CONTRACTOR'S OPTION TO STAKE TREES; HOWEVER, THE CONTRACTOR IS TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED. RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE IT IS THE OPTION TO HOWEVER, THE CONTRACTOR IS . 4. ALL EXISTING TREES TO REMAIN TO BE FERTILIZED AND PRUNED TO REMOVE DEAD WOOD AND DAMAGED OR GUARANTEE PERIOD . IT IS THE CONTRACTOR' SE FOA MAINTAINING TREES IN STAKEA PLUMBTREES; POSITIONWEVETHROUGHOUT CONTRACTOR THE RUBBING BRANCHES- GUARANTEE PERIOD. 5. B&B TREES AND SHRUBS ARE BALLED AND BURLAPED . 6. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE PROJECT ENGINEER BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A BID AND/OR QUOTATION. _ �1 fr 7. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY ` DOUBLE STRAND 14 GA. WIRE. STOCK, AMERICAN ASSOCIATION OF NURSERYMEN . ` 3' © 120- INTERVALS (TYP.) _. �i ,l, 1 6 " POLYPROPYLENE OR . :. 8. CONTRACTOR IS RESPONSIBLE FOR ON -GOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIALS UNTIL TIME OF ' q'1i ,. POLYETHYLENE (40 MIL, 11I 'An 1 - 1 2» WIDE STRAP TYP. OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE ?' ) DOUBLE STRAND 14 GA. WIRE - SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. �'��•�t� 8'-0" STEEL STAKE • 3 ' 120' INTERVALS (TYP .) -s- -,•,�`�1 p4, 9 . CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION . 16" POLYPROPYLENE OR �.�'��� FLAGGING - ONE PER WIRE r POLYETHYLENE (40 MIL, 1 - 1 /2" \1� - 'I� """" 1 "'- " 1� 41 ROOTBALL TO SIT ON WIDE STRAP TYR) �` 10 . WARRANTY FOR LANDSCAPE MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE PROJECT ENGINEER 4110, „� %:. SUBGRADE �. s, r 2r��r/( r AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS . NO PARTIAL ACCEPTANCE WILL BE T - �' TREE WRAP TO FIRST BRANCH p111 , rn� ' !, MULCH - 4"-6 " DEEP CONSIDERED . i 1 ' _"\ 11%��%� `�� � ,;,, ,:,. SHREDDED HARDWOOD FLAGGING - ONE PER WIRE w „I'; j}i)1' I�� ��`,� �,\� �/, • `�C ,. i�;�,jJ ' '! PLANTING SOIL - SEE SPEC. 11 . CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF ROOTBALL TO SIT ON SUBGRADE o✓ , \�„4. '�% OWNER ACCEPTANCE WITH ALL REPLACEMENTS TO BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. > cr�' �'"7'f ; � �:1 ,.., 1, TOPSOIL - • MULCH - 4"-6" DEEP SHREDDED YI _ ::, �" �-.; o��. •- 8' -0" HARDWOOD �;11'1 ,"i li lit i1 u-\/,\ ! �\ SUBGRADE w STEEL STAKE PLANTING SOIL - SEE SPEC. 'Ll�s�ll I1'r'!,�' � 'i ' • a; ice: t ' ''111�i i �%it l 'I ,�%1 �, 2» X 2» X 24" WOOD STAKE hi- TOPSOIL `p' U ! �1''I ''� 1q� SETATANGLEPLANTING SPECIFICATIONSi � VEGETATIVE GROUND COVER SUBGRADE i • - 1 . BACKFILL SOIL: USE SOIL EXCAVATED FROM PLANTING HOLES AND PROVIDE AMENDMENTS. REMOVE ALL DEBRIS 12 " _ Mili -2" X2" X24" WOOD STAKE SET y c;:INCLUDING ROCKS LARGER THAN 3 " DIAMETER . ' AT ANGLEI�IiI` 11:1 $� M{ 1� '_i=IIIII --VEGETATIVE GROUND COVER Z - IIIL. . • IIII• I =IIIIII_2 . FERTILIZATION: ALL PLANT MATERIALS SHALL BE FERTILIZED , UPON INSTALLATION , WITH DRIED BONE MEAL OR �������.. .- I . '_ - - a� 1 _ s. is . >h, . IIIIII=___;:: molar . ,I_dl=_IIIIII=IIIII OTHER SPECIFIED FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER 'S INSTRUCTIONS h:.: .: . . rr s ., <r ,rr Z = ml = ii s�.. 11N . ,=uii1 - -IIIIII lr IIIIIJ-,IIIII,IIIIII= UNLESS NOTED OTHERWISE. _I;;''_ IIII III - �._ . ` i � E = III ' > : :. Idl _IIIIII= - 3 . MULCH MATERIAL: AS SPECIFIED ON THE LANDSCAPE PLANS . ALL EVERGREEN AND DECIDUOUS TREES TO RECEIVE _ TIII g11111=Ili,;:":. 1♦ : IdII,a�IIIIII=IIIII • 4- 6 " DEEP SHREDDED HARDWOOD MULCH WITH NO MULCH IN DIRECT CONTACT WITH TREE TRUNK. N �m aal- d111=IIIIII= RIRI RIIfI RTRI BIIII IIIIII IR11,-11n„- 4. TREE STAKING : IT SHALL BE THE CONTRACTOR ' S RESPONSIBILITY TO STAKE AND/OR GUY THE TREES ACCORDING TO THE DETAILS . IT IS THE CONTRACTOR'S RESPONSIBILITY TO TAKE EVERY STEP NECESSARY TO MAINTAIN THE GUARANTEETREES D PERIODS IN AN ESPECIALLY UPRIGHT WHEREAND VANDALISM , SOILCONDITION OR WIND ALL CO DITIONS UNTIL ARETHE A PROBLEM . PLANT DECIDUOUS TREE DETAIL CONIFEROUS TREE DETAIL 5 . TREE WRAPPING : WRAPPING MATERIAL SHALL BE QUALITY, HEAVY WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE. WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12- 1 AND REMOVE ALL WRAPPING . AFTER 5 - 1 . 6. RODENT PROTECTION : PROVIDE ON ALL TREES, EXCEPT SPRUCE UNLESS OTHERWISE SPECIFIED. IRRIGATION NOTES NOTES: 1 . LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SHOP DRAWING HAND LOOSEN ROOTS OF CONTAINERIZED MATERIAL (TYP.) 7 . PLANTING PLAN : ALL PROPOSED PLANTS SHALL BE LOCATED CAREFULLY AS SHOWN ON THE PLANS. PLAN TAKES ILLUSTRATING AN IRRIGATION PLAN AND SPECIFICATION AS PART OF THE SCOPE OF• REMOVE AT LEAST HALF OF THE WIRE, TWINE, AND BURLAP FROM B&B PLANTS . PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE WORK WHEN BIDDING . THESE SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT OVER NOTES . RESPECT STATED DIMENSIONS. DO NOT SCALE DRAWINGS . PRIOR TO ORDER . TOR - 2. VERIFY EXISTING/PROPOSED IRRIGATION SYSTEM LOCATION . ROOT COLLAR SLIGHTLY ABOVEE BE LEVEL FINISHED GRADE 15 " MIN. 3 . UNLESS OTHERWISE NOTED ALL SOD/SEED AND PLANTING AREAS INDICATED ON PLAN SHRUBS TO SIT ON SUBGRADE PLANTING NOTES SHAWAYLL BE 100%BETWEEN PROPERTYD. THE LINE ANDRBACOOF CURBN SHALL INCLUDE THE PUBLIC WHERE NEW LANDSCAPEHT OF MULCH -HARDWOOD4" DEEP(UNNLESS NOTREDDOTDHERWISE) 1 . NO PLANTING TO BE INSTALLED UNTIL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE IMPROVEMENTS ARE PROPOSED . ` A AREA. 4 . IT SHALL BE THE LANDSCAPE CONTRACTOR 'S RESPONSIBILITY TO INSURE THAT ALL ; PLANTING SOIL - SEE SPEC. 2 . ALL PLANT MATERIAL LOCATIONS MUST BE REVIEWED AND APPROVED BY THE PROJECT LANDSCAPE ARCHITECT SODDED/SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE \ �� SCARIFY BOTTOM AND SIDES OF PRIOR TO ANY AND ALL DIGGING . AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION . - ' HOLE PRIOR TO PLANTING- \ 3. IF THE LANDSCAPE CONTRACTOR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS , OR 5 . THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH A WATERING/LAWN "OW • 4" P.V.C. EDGING ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT MATERIAL ESTABLISHMENT, SURVIVAL, OR IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT _ REFER TO PLAN FOR GROUND COVER GUARANTEE, THEY SHALL BRING THESE DEFICIENCIES TO THE ATTENTION OF THE PROJECT LANDSCAPE ARCHITECT MATERIAL GROWTH REQUIREMENTS. �, PRIOR TO INSTALLATION . iiiii6 . REFER TO JURISDICTIONAL REQUIREMENTS, CODES , ORDNANCES WHEN DESIGNING , 1 " 4. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. SHOULD AN ADJUSTMENT INSTALLING AND PROGRAMMING IRRIGATION SYSTEM . ally ,. - SIM _�„ SUBGRADE BE ADVISED, THE PROJECT LANDSCAPE ARCHITECT MUST BE NOTIFIED. __ m:III,' CENTERING OF SHRUB IN BED ,� - TO TAKE PRECEDENCE OVER 5 . ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS . M , = = = DIMENSION FROM EDGE. 6 . ONE SHRUB PER TYPE AND SIZE IN EACH PLANTING BED AND EVERY TREE SHALL BE CLEARLY IDENTIFIED (COMMON OR LATIN NOMENCLATURE) WITH A PLASTIC TAG WHICH SHALL NOT BE REMOVED PRIOR TO OWNER ACCEPTANCE. 7. SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED TO RECEIVE SOD. REFER TO SHRUB DETAIL LANDSCAPE PLAN (L1 ) LANDSCAPE NOTES FOR GROUND COVER SEED MIX AND PLACEMENT LOCATION . 8 . REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO THE OWNER. 9 . PLANT INSTALLATION SHALL OCCUR DURING GROWING SEASON FROM APRIL THROUGH OCTOBER . ANY VEGETATION PLANTED OUTSIDE OF THIS PERIOD SHALL OBTAIN WRITTEN APPROVAL FROM THE PROJECT LANDSCAPE ARCHITECT PRIOR TO PLANTING . DESIGNED: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS COMM. NO. PLOTTED: PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DWP A DULY LICENSED PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE a PATI'EI� LANDSCAPE OLYM P I C HILLS GOLF CLUB 13795 12/23/2014 - LAWS OF THE STATE OF MINNESOT0. DRAWN: i ARCHITECTURE, LLC. DRAWING Na 2 12/22/14 REVISED PER TREE PRESERVATION PLAN REQUIREMENTS DWP NOT FOR CONSTRUCTION II A\ Princeton. MN55371 PARKING LOT IMPROVEMENTS SITE PLAN 1 10/09/14 CITY SUBMITTAL CHECKED BY: DAVID W. FATTEN, PLA C Phone: 7 3543 73 EDEN PRAIRIE , M I N N ESO TA. L1 - 1 NO. DATE DESCRIPTION OF REVISIONS DWP DATE OCT. 9, 2014 _ LICENSE # 41458 N. ' _ \ \et \ ♦ CALL BEFORE YOU DIG ' R -014A -:.-. .. . ' TREE REPLACEMENT \ \ �f \ 811 o PLAN BOUNDARY \ ...... y 1 NORTH below.0. \ R— 15 K If, N. hays _ . \ 4 now w 307fi7 N. Call before you dig. • -#. s . . . .. �. �n SCALE IN FEET /f ' �" Ns. • PARKING LOT PROJECT TREE LISTING � � of POINT NllMHER TREE CALIPER INCHES SAVE OR INCHES DESCRIPTION REMOVE REMOVED \ r \ / j 30765 SPRUCE 12 SAVE 0 EXISTING \. \ 30766 SPRUCE 12 SAVE 0 • BITUMINOUS.. \ I \ \ \ 30764 SPRUCE 12 SAVE 0 - - _ � � �_� ��__... _ ' CART PATH <s:. \ 30753 OAK 24 SAVE 0 . 30752 OA K 24 SAVE 0 C� D �I � �� 30751 SPRUCE 12 SAVE 0 ,, \ 30749 SPRUCE 12 SAVE 0 Planning Department �I1�I` � � �q�pya��p�gy/`. �; , \ \ �� \ 30750 SPRUCE 1Z SAVE 0 o. ifia ' !R- I+� 1 •• 30748 OAK 36 SAVE 0 y • #8 , e '� . " �1 \ 1f �~ . \ 30746 SPRUCE 14 REMOVE 14 .3 I 1 n / t d `� \ \ 30744 SPRUCE 12 SAVE 0 J A N % 2015 .aaa+++ 30728 OAK 22 SAVE 0 • .r'II'II'� J ,� > 30729 OAK 4 SAVE 0• It \ 30747 SPRUCE 12 REMOVE 12 =�1 /�.. , 40505 SPRUCE 12 SAVE 0 0 LF ' l +, : . • REMOVE 5 EXISTING \ + SPRUCE TREES AS \ \ 30745 SPRUCE 12 REMOVE 12 City of Eden Prairie , r HOUSE • • SHOWN ) . 40506 SPRUCE 14 REMOVE 14 �© 40504 \ \ \ SPRUCE 12 REMOVE 12 y�� FFE / � � _ — m __ • 889 5 ,� \ et 40503 SPRUCE 12 REMOVE 12 �� \ \ 40502 MAPLE 12 REMOVE 12 ® I •• ��J \ 40500 SPRUCE 12 REMOVE 12 �1 + , 1,II�fI ru,Il' I! ' Z4 REMOVE 14 • C • ;` �r/��� (l',,r0,1 ...44.1k �� ii I�� \ 307630 SPRUCE 16 REMOVE 16 `J� ( ay • • 30762 SPRUCE 16 REMOVE 16 ° d ._ ...,../. ...,_- .• . : . a-, .7.. .. .. tl \ \ 30761 SPRUCE 14 REMOVE 14 11/ / \ 30 760 SPRUCE 12 REMOVE 12 • R-008 t �II�I/ u 4 30759SPRUCE14 REMOVE14 dd�, i� T1ai 1(��+r�� \ 40501 PINE 14 SAVE 0 ��, 40499 PINE 12 SAVE 0 \ il \ / \ 40498 PINE 12 SAVE 0 r # \ " 40497 MAPLE 12 SAVE 0 • f pp �i� 11�1�� /1! • OAK \ \ \ \ 40496 SPRUCE 14 SAVE 0 !, . 11#! / 40495 SPRUCE 14 SAVE D / \ Of 40494 SPRUCE 16 SAVE 0 381 . 92 \ \ \ v II/LI [ . - i 30767 OAK 30 SAVE 0 SH III► I�i , Si,r� \ 38 tt \ 40492 BASSWOOD 34 SAVE 0 PLE save 0 '� D+r rl'���tr _ \ \ 40491 BA 40493 SSWOOD 22 SAVE 0 \ \ r10448 BASSWOOD 18 SAVE 0 �r � 1,' �i :';+ �� 40487OAK SAVE1171! .,. OP R-016 _ `� + 746 \ TOTALS 642 R-005 r '` �44 \ R-017 \ 80 \ [(Lost Tree inches/Total inches on site)x1.33]xTotal inches on Site = Replacement Trees in Cal. Inches C0O� (-002 R-018 \sis REMOVED TOTAL CONSTANT TOTALONSITE '"� (SP SI 186 642 1.33 186 0 2897 0 3853 INCHES EMENT :. 71.6708 . \ .. All yr �� R-oo9 ._______Air , _s _ _ few pr.: opi.\ . , , N TREE REPLACEMENT LISTING V 4 - # a;.'.". : �� � 'c`3•�y ' `'� \ \ REPLACEMENT LANDSCAPE CAPL INCH R010 LACEM i' I \ TREE DESCRIPTION R ID PLAN CODE EQUALS �oo� .: w • - R-.011 \ R_DD1 AUTUMN BLAZE MAPLE A 3 # . �, R 002 AUTUMN BLAZE MAPLE A 3 w {� �� I` 40 R-003 AUTUMN BLAZE MAPLE A 3 } # a 1� 4: \-003 _ �_ C" j Q ` N. R-004 AUTUMN BLAZE MAPLE A 3 �, R 006 _1 . _ R-005 SWAMP WHITE OAK B 3 R -012 ,ice, ( r �iyy R-007 NORWAYOSPRUCE E 4 SPADED TREE ID#+: 40505 k � � �: \ R-008 NORWAYSPRUCE E 4 � ?�� Q R-009 NORWAYSPRUCE E 4 ��4Z �- f R-010 NORWAY SPRUCE E 4 R-019 R-013 �- • __ 7 $ R-011 NORWAYSPRUGE E 4 _ 1: $ R-012 NORWAY SPRUCE E 4 - ar 1 ` 1 R-013 N RWAYSPR C PLAN LEGEND y R-02 a - 0 u E E 4 • # # R-014 WHITE PINE F 4 EXISTING PROPOSED REMOVALS � ilt ❑ 'y ,°- ' 33 9 L. R-015 WHITE PINE F 4 �' t R-016 WHITE PINE F 4 CURB # i _ • -. / 24 $ O \ R-0Z7 WHITE PINE F 4 BITUMINOUS <•,,,, O 1 r `` i:� it • W 21 , 0 — � J//� 11 „ R-018 WHITE PINE F 4 CONCRETE r-7r-'►?.=i '— _ C:�.r...�—J ` � c< 11 . .. • R-019 WHITE PINE F 4 RIGHT OF WAY ` f - \ � j N O 3 POWER POLE PP /. R-02 TE PINE 4 � � / 0 WHI F \` :::. ,, Total Replacement inches provided 74 SIGN —o— o ,t. 3 SOIL BORING ems s ` l .. TREE/TREELINE `' . LANDSCAPE NOTES WELL , +.� f f S- 9 1 . PROJECT SITE BOUNDARY INDICATES THE AREA USED TO CALCULATE TREE REPLACEMENT CALCULATIONS. • 2 r E 5' CONTOUR — e9s— — 845 EX/ S �1N 2. REFER TO LANDSCAPE PLAN FOR PROPOSED PLANTING LOCATION SIZES AND SPECIES. 1I ::. IIS —ass- - B96 1 LE C G OLYMPIC....:. 3. THE OWNER RESERVES THE RIGHT TO INCREASE THE NET QUANTITIES OF LANDSCAPE UNITS, USE LARGER 1' CONTOUR GO , J \ / `/ Ov � S� UNIT C� Ug N1� LS PLANT IMATERIAL VARY USTRATED SPECIES BOVECR�PRESENTSS A AVAILABILITY MNMUM SIZE PER ZONINOGFCODE REQUIR SIZES EMENTS. r~ r DESIGNED: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM COMM. NO. PLOTTED: DWP A DULYWS STATE PROFESSIONAL ARCHITECT UNDER THE PA I 1EN LANDSCAPE OLYM PI C HILLS GOLF CLUB 13795 2/23/2014 DRAWN: 1 .” �A- � ARCHITECTURE, LLC. DRAWING NO. 2 12 /22/14 REVISED PER TREE PRESERVATION PLAN REQUIREMENTS DWP NOT FOR CONSTRUCTION it a. Princeton.NW55371 PARKING LOT IMPROVEMENTS TREE REPLACEMENT PLAN 1 10/09 /14 CITY SUBMITTAL DAM W. PATTEN, PLA Phooe: 7PE ARCRTEC E D E N PRAIRIE , ND. DATE DESCRIPTION OF REVISIONS CHECKED DWPB LICENSE # o PnTrFt vwosnwe auEcuaE ue. M I N N ESOTA L3 DATE OCT. 9, 2014 41458 STAFF REPORT TO: Planning Commission FROM: Julie Klima, City Planner DATE: January 26, 2015 PROJECT: City West Apartments LOCATION: 6418, 6425 and 6435 City West Parkway OWNERS: Park at City West Apartments 120 DAY REVIEW: N/A REQUEST: 1. Planned Unit Development District Review with waivers on 13.5 acres 2. Zoning District Amendment within the RM 2.5 Zoning District on 13.5 acres BACKGROUND The Comprehensive Guide Plan shows the 13.5 acre property for High Density Residential land use. Surrounding land uses consist of Office,Neighborhood Commercial and Public. The property is zoned RM 2.5. The subject site is currently occupied by the City West Apartments. A development plan for this project was approved by the City in 1985. SITE PLAN This property has been developed as an apartment complex. The existing parking meets parking stall count requirements. With the recent construction associated with Shady Oak Road, the property owner and the City have been negotiating related to additional property needed for easement areas resulting from the Shady Oak Trail construction project. The easement areas will impact parking on the northwest corner of the site. Two impacted parking stalls are able to be relocated and replaced to the east of their current location. Five potentially impacted parking stalls would be eliminated. The property owner has requested that the City amend the current approvals for the property to reflect the potential change in surface parking in the event that the parking is unable to be replaced. PLANNED UNIT DEVELOPMENT WAIVERS The following PUD waiver is proposed: Staff Report—City West Apartments PUD January 26, 2015 Page 2 1. Parking Stalls. The City Code requires 2 parking stalls for each residential unit. The site provides one surface parking stall and one enclosed parking stall for each residential unit, meeting the Code requirement. The Shady Oak Trail construction will impact a net loss of 5 surface parking stalls on site. The property owner is seeking alternative locations to replace these 5 stalls but has not made a final determination for their locations. The property owner has requested that the City amend the approvals for the site to reflect that the site may be allowed 5 less surface parking stalls than are depicted on its 1985 approved plan. The waiver to the parking requirement allows the site to remain in conformance with City approvals considering the results of the impacts from the expanded Shady Oak Trail project. STAFF RECOMMENDATIONS Recommend approval of the following request: 1. Planned Unit Development District Review with waivers on 13.5 acres 2. Zoning District Amendment within the RM 2.5 Zoning District on 13.5 acres This is based on plans dated December 14, 2014 and the following condition: 1. The following waiver has been granted through the PUD District Review for the property: A. Parking Requirements. A waiver to allow a maximum of 5 less parking spaces (for a total of 283 surface parking stalls) on site. City Code requires 288 surface parking stalls. Area Location Map - Apartments at City West Parkway Address: 6418, 6425 and 6434 City West Parkway Eden Prairie, Minnesota 55344 City of Minnetonka HWY62 -ivj IYEOW t4b. .. .. ._ ___ _______________ o ` ' � LNir_ 8 0 „..113 , tr. F- t owl /,.. . , 1Z4/‘ 1W—*;\ , Alk I i - —1 • r lir � li ., � City West Parkway ., , ----1 — �ti r ce . ice . I a 111 Shady Oak Road '� 1"1( w A& 417r fir, *7‘,/ •. ii, c6� y tfrr 350 A! \ ,400 Feet Guide Plan Map -Apartments at City West Parkway 6418, 6425, and 6434 City West Parkway, Eden Prairie, MN 55344 W 62NDST k‘ .-/ „, , _ _ L E D U� 1 g „„ , $ Highway #62 I \1 i o L , — / III i ,_ zo _j_ _a ,. of Ari 0 , r I V '7--- ill 11 r N G c) (�. °�� City West Parkway c) P111:'. . 11, , 1 a 7.illik ....._____j Apr NM I Shady Oak Road r+ 41_41 * ., Highway #212 ligir-------- ' O City of -den ,>. rairie Land G d Plm � iIIF� Rural Residential 0.10 Units/Acre Neighborhood Commercial N Low Density Residential 0-2.5 Units/Acre —i Community Commercial Streams 17.7 Low Density/Public/Open Space - Regional Commercial Principal Arterial —A Minor Arterial - Medium Density residential 2.5-10 Units/Acre Town Center RA',—B Minor Arterial DATE Approved 03-19-03 DATE Revised 12-06-06 n Medium Density Residential/Office - Park/Open Space —Major Collector DATE Revised 01-07-05 DATE Revised 03-01-07 DATE Revised -23-06 DATE Revised 0-01-07 E D E N I High Density Residential 10-40 Units/Acre Public/Quasi-Public DATE Revised 02-23-06 DATE Revised 10-01-07 Minor Collect or DATE Revised 03-23-06 DATE Revised 03-01-08 nAirport Golf Course DATE Revised 06-23-06 DATE Revised 03-01-09 Office - Church/Cemetary PRAIRIE Y// Office/Industrial Open Water LIVE•WORK•DREAM f� Office/Public/Open Space Right-Of-Way 710 355 M 0 op,...Me mo1.m_o.„®1�XnpneB1 1 ..,®u710 V Feet - Industrial Zoning Map - Apartments at City West 6418, 6425, and 6434 City West Parkway, Eden Prairie, MN 55344 LLOW CIRCLE DR 1N��nfn CT _ 714111--)bli -- / 10 Highway#62 D d70 Li- L \ MI OP ) U. z AlliA — [-----2-------) N. Ir li ildi SITE SITE () iii / • •,... / 1 I, ' City West Parkway 100 '10 L'iliVr---- V 1 • --- . iii Shady Oak Road .4111114111 i 41117 V* . \ lir Highway#212 1117 rAcc,\\ la City of ' : ' / rairie Zo in p /yAr __-- =Rural -Regional Commercial Shoreland Management Classifications N R1-44 One Family-44,000 sf.min. -TC-C I NE I Natural Environment Waters R1-22 One Family-22,000 sf min. -TC-R I RD I Recreational Development Waters R1-13.5 One Family-13,500 sf min. MITC-MU I GD I General Development Waters(Creeks Only) lal. R1-9.5 One Family-9,500 sf min. -Industrial Park-2Acre Min, ® 100- Year Floodplain EDEN RM-6.5 Multi-Family-6.7 U.P.A.max. ^Industrial Park-5Acre Min. -RM-2.5 Multi-Family-17.4 U.P.A.max.-General Industrial-5 Acre Min. Up dated through approved Ordinances#26-2008 Office Public Ordinance#33-2001(BFI Addition)approved,but not shown on this map edition PRAIRIE Neighborhood Commercial 1-1 GolfCourse Date:March 1,2009 Community Commercial Water In case of discrepancy related to a toning classitmaaon on this zoning map,the ordinance LIVE•WOAK•DAEAM and attached legal description on file at Eden Paine Ciry Center will prevail. -Highway Commercial I Right of Way -Regional Service Commercial 0 0.125 0.25 Miles .wa,_o...m..=.m._..®..t..o.,.,, ..,_. lnot ..,,mo, Aerial Map - Apartments at City West Parkway Address: 6418, 6425 and 6434 City West Parkway .,/_ _ Eden Prairie, Minnesota 55344 .____.) , .. „,-.- lir - , 2 -,,, . .. 1V� O �� t - : ,: Highway#62 .' t . x.: -Z' ..1 . • -, . .- .--•' '',- '. ''''-z'', Ii ' 0. - _ __ 4 ., ,,,, ... , ,,,' , .,. . , , i _, , , , . , [ A illIr C%1 City West Parkway -= _ ,,__. Aillik _ - jir, it 4.-,..... 610 . l d s _ �•` • M g; L-', � '• Shady Oak Road ���� NIL • 1 . , . .. Ak. ,. ..., . , . ,t 47 ' 44, k o ice / Mr411Pir:,1, . d. Highway#2.,.. 12 „, I fit ' ''''''' - ' . - . ,,,._ , , .',,L , if . , . , , _ 111/ w' JE +! r i:- - _ t.1..","1..I... :::. :.... ...:.. .. -.• :... % I 1 1.• . . : ' -. • • ' • . t . O i - o L I I l TTE DA T • __ sr .. ....d. . ...1. .... 4. .. : ' " • • .. - - — • . . : ' .SACes ' • : 588 500 Sri r'l3 : < Avert - .8 AareS_ • . 51 �000 . S. • F:: 11 • '. , .; • .- : • : . , .:. less Pond S<te Area - - ••.. 7 . • • 4111Sill d• :Bwl • dmg Type. • • - 1 ......."....:v. i < . - - ' 240' -_45 Unfits o >>` . • ; : ', H_ -; er Gaza 71x, . - I , ' A y 3 Stones witi� Drive Und g = = a •• ; tuthol• . .• ...• - - • - . • ;✓ v • • t I I i•• { • „ - _ ^ . _ Bedroom.; • 9TlinrtsWe �, • . f , . • t• : } • - , : 1 Bedroom with : e x . . -: . . . Pi `• • . .; i•'= �, ::� . 71rx 270' �51 Units o = •= . .11:1. = = a _ : ... _ ' ,� - = _ �`�B" — 3 Stories with Dmve. Under Garage ' _ " • 1. � �'• : • 3 Urals E _ . s ;, f< t ;Pond - ' 20 iir is o . . _ f \ ` _ ;, ..' . • ®"p�. .. :� Bedroom • • - • ��, • •. •` o. SUIjgS t I 4 -4 _'-) " 1 Bedroom D?J _ j - _ ; •,4. ; J _ _ - -- ``_��• ` a. .- •- - - t 1• - ,1 •,-_ - - .• '� Bedroom • - ' • 1 IT* IT -� r o , • . z• = - T - _ . - - -- — 288 Units , �: =-�- �.� --- -r Setb11!ack _ ::__ -= - - - •• ' Total Unylts s ; �3"An Buildings and 3- "B" ' gs)j - �_�., : _ � • • i � -• - -• r :Covered - 288 Spaces ,� . tfadIII•u � = __ P_an Requtre� and Pahang ProvcTei _ - E , -- {: .. I'� III g . -- . •- - - -_ ;: - aces !-- . - / - � . J - . S�rfac 288 .5p �, 1 •• ,.. ,.hex •- _ -�: . . 24,4. Units/Acre \ y/ _,. ',� • :r— - • ? ti' , Dense_ - - ' - . - -- _-- 2 r • • • _ _B_y,JI1.D1N� DAT ^ 1 a • .J��., �.�. _ \ �, , • 291,385 S.F. { • -• �� - ;•�l,�a r z� _ _ x _ { rass�8uildin A_ rea-Apartments_ .Onl , • �`I,ti s - ;.- °l„- •' . y= •4 ...X nss_ '&,o• _ g :240 .0.85 �.F. {� 1 _ + - �\4. o "'mod `;s Net Rentable Area -- It E;,.- `_: �.. `, .. ' nl, g€ ►may Gr�c�._ Riiildmg Aiea-Garages _Only_ Z,QOIl S. •: ' • , • \ • w ti' r , , . , wit. . > 'I AU I I 114M12 4 • . • • . • I . • . _ \ .. ,r . .3 . ,,.. . , , \‘‘ \ ' - IS) sit' ;At. _ iEfir • i . . . - • - A ‘ • A • %-.11 6 4\ I \ V . ••bli�,\ \i It ice • \1 . \ • ` 1 - A �� • _ ` � , Pond' / ti; . >:_ �, wII . - la il _ A -- • • ,ot . _ . . k .. .--. - 1\ / _ ♦ : \ •• .Y I _ 1 • ✓ - _ \ !Y 1 1 I r i• • q � • • 4. : . ' V . y / ; if. J • - IL 1 - 1 ,11- =.L ` rrlrlr'i - < S-• Shea • , a••. d+ P i • • i • CU N nix • m . `\ G • - •1 . 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L•• \ II 1 - _\ `• - ~�`j2. 31 - _ _ - - ( — /� - ■ - , �� _ -• S -mob. •, ,• •� . 1 ','•,`,, \ _ L AR 4 cc • le lezki� 1 e 'Rj '8 1 ® ool � , , t ,\ ;S Im - g 11 i ^ �� V , 1 •: : .;I I": ;.:.1" y . ,` : 4`• ., ;Deck, BV,� `� Tennis Courts 1 '; \LI -1......Tr., 1 ti b 7±:-;. ... \ . . -- \t`t\-\\:\ ,, , a .... .. ., • .. . • . . , . . . . ... . • . . . . - \ ,.4 % ; A. \ / byte:fr. 40e _ .. \\\ . . . . . . . . . . . , . . . - : r . .& _....._.\ ft .._ eic- _ •.. .. • . • .. ... • . ._ ... . . . • •__ • . . . • . . _ . . . • _ .. . . . . . s.„ _ :,.. . ... ii_s . . ... . . . . _ .0 A V210•V . _ _ - Pond _ 1 a�� • G: �• ,� : 1 ' •C(�IR ' ' ` ! i y. �•• • , -. 1 i. Water I -. ' [u _ a-� + r • " .• ' : :•; `' y • \ • , , ;,.. • • X ,1 ` • . y�jr ��n� 414454. .: • - - _ - _ • - � _ a. ' _ tits . • ' .. gyp Ti • \ / - � / _ Y _ . I * _ � (6 ._- _ _ --, • � r • i r , \ 1 _ - . . ° � her f. • ,P_ - - - / 1 1 ; J O ri C \\\\\II\ - - • : \ ; 4. - Co 71.11.11111111Mill. ELQPESIELAN - 1111111111114: ki_ • - a . MNT �` _ LL ._ .— • • - • . : -: • Q - - - • • • i • • • • • • • , . • • • . . .• ' . ' • • i.6. .. • . • _ 1. _ • _ - - i . . I AREA COMPUTATIONS I I EXISTING PARCEL = 414,529 SF (9.52 ACRE) I I PROPOSED TRAIL EASEMENT = 15,232 SF (0.35 ACRE) \I I I I\ I I REMAINING PARCEL = 399,297 SF (9.17 ACRE) I\ I I PROPOSED TEMPORARY EASEMENT = 3,913 SF (0.09 ACRE) 1 \ I PROPOSED TEMPORARY ACCESS EASEMENT = 1,043 SF (0.02 ACRE) I I I I I \ I \ 1 \1 \ '� 1 1 PROPOSED TEMPORARY EASEMENT r PROPOSED TRAIL EASEMENT _— — ; ' OIL,.,� • ,w"', 1♦♦ I (1131 PROPOSED TEMPORARY ACCESS EASEMENT x I I l ti I 1 I \ 4, % // + I I CONSTRUCTION LIMITS f a!• ar44 it- 1 .. 1 /./\___———_-1_1_—__----:—__-7.::---1:----:----::---;—:------:—:_1:---:---:::----------.7:---------------I-- :::: I::::::::1-::1:-1: '7—— \ \ \ t , I — S. I I iiiiti . n X \ \ } (_5 S N Q IF o PRELIMINARY co 1 SUBJECT TO CHANGE Cc) CO o 25 50 if) 4/22/2014 ., scale in feet e r N ,( d itilig Right of Way Acquisition Parcel 12 Consulting Group,Inc. City West Parkway Trail Job 8389 City of Eden Prairie 5/12/2014 PROJECT PROFILE - JANUARY 26, 2015 PLANNING COMMISSION - JANUARY 26, 2015 1. HIGH POINT AT RILEY CREEK 2ND (2014-16) by DR. Horton. (REGINA) Proposal for constructing 10 single family homes. Location: 16540 Beverly Drive Contact: Mike Suel 952-985-7823 Request for: • Zoning District Change from Rural to R1-13.5 on 5.35 acres • Preliminary Plat into 10 lots, 3 outlots and road right of way on 5.35 acres Application Info Planning Commission City Council Date Submitted 10/10/14 Notice to Paper Date 12/22/14 Notice to Paper Date Date Complete 11/18/14 Resident Notice Date 12/22/14 Resident Notice Date 120 Day Deadline 03/30/15 Meeting Date 1/12/15 1st Meeting Date Initial DRC review 2nd Meeting Date 2. VARIANCE #2014-08 by Gary Aulik(TANIA) Location: 10625 and 10691 Mount Curve Road Contact: Gary Aulik 952-591-1600 Request to: • Permit a front yard setback for the parking lot of 14.8' at its closest point, City Code requires 35 feet front yard setback. • To permit 24 foot drive aisles for the parking lot, City Code requires 25 feet. • To permit 10 parking spaces to be 8 feet wide, City Code requires 9 feet. Application Info Planning Commission City Council Date Submitted _ 11/07/14 Notice to Paper Date 12/22/14 Notice to Paper Date n/a Date Complete 11/13/14 Resident Notice Date 12/22/14 Resident Notice Date n/a 120 Day Deadline 03/14/15 Meeting Date 1/26/15 1st Meeting Date n/a Initial DRC review 11/13/14 2nd Meeting Date n/a 1 3. AMEND PUD AND DEVELOPMENT AGREEMENT FOR THE APARTMENTS AT CITY WEST. (2015-01) Proposal for PUD Amendment to allow a reduction in parking spaces. Location: City West Parkway Contact: Julie Klima, 952-949-8487 Request for: • Planned Unit Development Amendment with waivers on 13.5 acres • Zoning District Amendment on 13.5 acres Application Info Planning Commission City Council Date Submitted Notice to Paper Date 01/08/15 Notice to Paper Date Date Complete Resident Notice Date 01/09/15 Resident Notice Date 120 Day Deadline Meeting Date 1/26/15 1st Meeting Date Initial DRC review 2nd Meeting Date CITY COUNCIL CONSENT - FEBRUARY 3, 2015 PLANNING COMMISSION - FEBRUARY 9, 2015 CONSERVATION COMMISSION - FEBRUARY 10, 2015 CITY COUNCIL CONSENT - FEBRUARY 17, 2015 1. O'REILLY AUTO PARTS STORE (2014-15)by C.M. Architecture, P.A. (REGINA) Proposal for constructing an Auto Parts Store Location: 8868 Aztec Dr. Contact: Ben Ptacek(612-547-1312) Request for: • Planned Unit Development Concept Review on .83 acres • Planned Unit Development District Review with waivers on .83 acres • Zoning District Review in the C-Com Zoning District on .83 acres • Site Plan Review on .83 acres Application Info Planning Commission City Council Date Submitted 9/26/14 Notice to Paper Date 11/20/14 Notice to Paper Date Date Complete 11/18/14 Resident Notice Date 11/21/14 Resident Notice Date 120 Day Deadline 03/30/15 Meeting Date 12/8/14 1st Meeting Date 01/20/15 Initial DRC review 2nd Meeting Date 01/20/15 2 1. File#2014-20TM by Verizon(c/o—Justin Holt—Jacob)—Contact—Justin Holt 952.831.1043 x3102 office, 773.454.9428 mobile (Approved 00-00-14)Review time ? Days Request: Small Cell Site (Project Installation of smaller antennas and associated equipment on City Center Roof to improve Public Safety Communications)—Incomplete as of 10-07-14 Location: 8080 Mitchell Road, Eden Prairie, MN Application Info (2014-20TM) Planning Commission City Council Date Submitted 10-07-14 Notice to Paper Date N/A Notice to Paper Date N/A Date Complete 00-00-14 Resident Notice Date N/A Resident Notice Date N/A 120 Day Deadline 00-00-15 Meeting Date N/A tSt Meeting Date 1/6/15 Initial DRC review 00-00-14 2nd Meeting Date N/A PLANNING COMMISSION - FEBRUARY 23, 2015 HERITAGE PRESERVATION COMMISSION - FEB 23, 2015 IN BUT NOT SCHEDULED 1. CROSSROADS CENTER(2014-18)by Tim Cashin. (JULIE) Proposal for facade and landscape improvements. Location: 7731 Flying Cloud Drive Contact: Tim Cashin, 952-212-5004 Request for: • Planned Unit Development Concept Review on 2.9 acres • Planned Unit Development District Review with waivers on 2.9 acres • Zoning District Amendment within the Commercial-Regional-Services District on 2.9 acres • Site Plan Review on 2.9 acres Application Info Planning Commission City Council Date Submitted 11/21/14 Notice to Paper Date Notice to Paper Date Date Complete Resident Notice Date Resident Notice Date 120 Day Deadline Meeting Date 1st Meeting Date Initial DRC review 12/4/14 2nd Meeting Date 3 2. WAGNER PROPERTY(2014-19)by Pemtom Land Company. (STEVE/JULIE) Proposal for a 12- lot single family development. Location: 10841 & 10861 Blossom Rd. Contact: Dan Blake, 952-937-0716 Request for: • Planned Unit Development Concept Review on 6.5 acres • Planned Unit Development District Review with waivers on 6.5 acres • Zoning District Review in the R1-22 Zoning District on 6.5 acres • Preliminary Plat of 6.5 acres Application Info Planning Commission City Council Date Submitted 12/19/14 Notice to Paper Date Notice to Paper Date Date Inc/com 01-13-15 Resident Notice Date Resident Notice Date Letter must be sent Meeting Date 1st Meeting Date Inc. letter sent 01-09-15 2nd Meeting Date Date Complete 120 Day Deadline Initial DRC review 01-08-15 2nd DRC review 01-15-15 and substantive infor Agency Review 12-22-14 3. HAMPTON INN HOTEL (2014-20)by Michael Monn Architects. (REGINA) Proposal for façade improvements and 2,800 square foot building addition. Location: 7740 Flying Cloud Drive Contact: Mike Monn, 612-247-5406 Request for: • Planned Unit Development with waivers on 3.19 acres • Zoning District Amendment on 3.19 acres • Site Plan Review on 3.19 acres Application Info Planning Commission City Council Date Submitted 12/19/14 Notice to Paper Date Notice to Paper Date Date Complete Resident Notice Date Resident Notice Date 120 Day Deadline Meeting Date 1st Meeting Date Initial DRC review 2nd Meeting Date 4 4. KIRTLAND/OSTER HOME (2015-02)by Lisanne Oster. (REGINA) Proposal for combining two existing parcels into one on Riley Lake to construct one single family home. Location: 9010 Riley Lake Road Contact: Lisanne Oster, 952-432-8409 Request for: • Zoning District Review on 1.28 acres • Preliminary Plat on 1.28 acres Application Info Planning Commission City Council Date Submitted 01/09/15 Notice to Paper Date Notice to Paper Date Date Complete Resident Notice Date Resident Notice Date 120 Day Deadline Meeting Date 1st Meeting Date Initial DRC review 2nd Meeting Date 5. EDEN PRAIRIE PLAZA (SALON CONCEPTS) (2015-03)by SCEPRE, LLC. (TANIA) Proposal for adding 60 additional parking spaces Location: 8040 Glen Lane Contact: Brent Van Lieu, 513-200-4261 Request for: • Planned Unit Development District Review on 3.03 acres • Zoning District Review on 3.03 acres • Site Plan Review on 3.03 acres Application Info Planning Commission City Council Date Submitted 01/16/15 Notice to Paper Date Notice to Paper Date Date Complete Resident Notice Date Resident Notice Date 120 Day Deadline Meeting Date l st Meeting Date Initial DRC review 2nd Meeting Date APPROVED VARIANCES 5 TELECOMMUNICATION PROJECTS File#2014-18TM by Verizon (c/o—Justin Holt—Jacob)—Contact—Justin Holt 952.831.1043 x3102 office, 773.454.9428 mobile (Approved 00-00-14)Review time ? Days Request: Small Cell Site (Pilot Project Installation of smaller antennas and associated equipment on Utility poles, traffic lights etc. in right of way.)—Incomplete as of 00-00-14 Location: Right of Way—Pioneer Trail between Homeward Hills Road and Hwy#169 Application Info (2014-19TM) Planning Commission City Council Date Submitted 00-00-14 Notice to Paper Date N/A Notice to Paper Date N/A Date Complete 00-00-14 Resident Notice Date N/A Resident Notice Date N/A 120 Day Deadline 00-00-15 Meeting Date N.A tSt Meeting Date N/A Initial DRC review 00-00-14 2nd Meeting Date N/A File#2015-01TM by Verizon(c/o—Dave Fisher—Buell)—Contact Dave Fisher Office# 651-225-0784, mobile# 612-366-8944 (Approved 00-00-14)Review time ? Days. Incomplete as of 00-00-15 Location: 8916 Aztec Drive, Eden Prairie, Minnesota Request: New construction of a 80'telecommunicaiton tower. Administrative review. Property zoned C- Comm Application Info (2015-01TM) Date Submitted 01-16-15 Notice to Paper Date N/A Notice to Paper Date N/A Date Complete 00-00-15 Resident Notice Date N/A Resident Notice Date N/A 120 Day Deadline 00-00-15 Meeting Date N.A tst Meeting Date N/A Initial DRC review 01-22-15 2nd Meeting Date N/A 6