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HomeMy WebLinkAbout05(E) - Resolution Approving Final Plat and Development Agreement for Vierling Ridge Second Addition City of Prior Lake | 4646 Dakota Street SE | Prior Lake MN 55372 ITEM: 5E MEETING DATE: November 10, 2026 PREPARED BY: Jake Skluzacek, Planner PRESENTED BY: Casey McCabe, Community Development Director AGENDA ITEM: Resolution Approving Final Plat, Final Planned Unit Development Plan and Development Agreement for Vierling Ridge Second Addition RECOMMENDED ACTION: Approval of a resolution approving a Final Plat, Final Planned Unit Development (PUD) Plan and Development Agreement for a development to be known as Vierling Ridge Second Addition. BACKGROUND: The City Council approved a preliminary PUD plan for a development known as Marlow Ridge and a preliminary plat known as Marlow Ridge Second Addition on June 23, 2026. The subdivision name has since been changed by the developer to Vierling Ridge. On September 22, 2026, the City Council approved a final plat known as for the first phase of development, which included 46 lots. Current Circumstances The developer, Pulte Homes, has submitted a final plat application for the second phase of development, known as Vierling Ridge Second Addition. Vierling Ridge Second Addition consists of 130 residential units; 30 twin home units, 46 townhome units and 54 single-family detached lots. The final plat also includes five outlots and additional right-of-way for the extension of six local streets which were identified on the initial PUD application. Vierling Ridge Second Addition includes 29.718 acres total, with 27.308 acres being platted for residential development and local streets and 2.41 acres being platted as five separate outlots. The residential development west of Surrey Lane NE is designated for medium density residential and the property east of Surrey Lane NE is designated for low density residential. The proposed medium density and low density residential development areas are within the targeted unit per acre density ranges as identified in city code. City staff has prepared a Development Agreement identifying the developer's obligations associated with the final plat, including required public improvements, development fees, financial security, grading and erosion control, landscaping, dedications and easements, and other conditions associated with development of the property. Exhibit B of the Development Agreement identifies the standard development fees, escrows, and financial security associated with the Vierling Ridge Second Addition development. FINANCIAL IMPACT: This development includes three different housing types which will contribute to and diversify the city's tax base. The Developer is responsible for applicable development fees and required public improvements as identified in the Development Agreement. Item 5E Page | 2 ALTERNATIVES: 1. Motion and a second, as part of the consent agenda, approving a resolution approving a Final Plat, Final PUD Plan and Development Agreement for a development to be known as Vierling Ridge Second Addition. 2. Remove this item from the consent agenda for discussion. ATTACHMENTS: 1. Resolution 2. Final Plat 3. Development Plans 4. City Staff Memorandum – 10/26/2026 5. Development Agreement 4646 Dakota Street SE RESOLUTION 26-___ A RESOLUTION APPROVING THE FINAL PLAT, FINAL PLANNED UNIT DEVELOPMENT PLAN AND DEVELOPMENT AGREEMENT FOR VIERLING RIDGE SECOND ADDITION WHEREAS, “Developer”), has applied for approval of a Final Plat Development (PUD) Plan and Development Agreement for a development to be known as Vierling Ridge Second Addition, legally described as: Outlots C and D, VIERLING RIDGE, according to the recorded plat thereof, Scott County, Minnesota (PIDs 255890490 and 255890500); and WHEREAS, WHEREAS, on June 23, 2026, the City Council adopted Ordinance No. 126-12, establishing the Marlow Ridge Planned Unit Development Overlay District which identified 262 residential units and a mixture of low- and medium-residential development; and the subdivision name has been changed by the Developer since preliminary WHEREAS, the City Council considered the proposed Final Plat, Final PUD Plan and Development Agreement for Vierling Ridge Second Addition on November 10, 2026 and found them to be in substantial compliance with the approved Vierling Ridge [formerly Marlow Ridge] PUD plan. NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF PRIOR LAKE, MINNESOTA as follows: 1. The recitals set forth above are incorporated herein. 2. The City Council approves the Final Plat and Development Agreement for Vierling Ridge Second Addition subject to the following conditions: a. The Developer shall obtain the required permits from other state or local agencies prior to being applicable on the site. b. Payment of all applicable fees shall be made prior to release of the Final Plat mylars. c. Two mylar sets of the Final Plat with all required signatures shall be submitted. d. The Final Plat, Development Agreement, and all other documents required to be recorded in association with the Final Plat shall be filed with Scott County within 90 days of Final Plat approval. Failure to record the required documents within the required period shall render the Final Plat null and void. e. The Developer shall execute the Vierling Ridge Second Addition Development Agreement and provide all required financial security, escrows and fees prior to release of the Final Plat for recording. f. The Developer shall address outstanding comments in the staff memorandum dated October 26, 2026 prior to issuance of a building permit. Passed and Adopted this 10th day of November 2026. VOTE ☐☐☐☐☐☐☐☐☐☐☐☐☐☐☐☐☐☐☐☐ ______________________________ Jason Wedel, City Manager PROJECT LOCATION WL4 WL1 WL1 C. R . 2 1 (E A G L E C R E E K A V E N E ) C. R . 2 1 (E A G L E C R E E K A V E N E ) PI K E L A K E T R A I L N E FOU N T A I N H I L L S D R N E FOUNTAIN HILLS DR (PUB L I C ) (P U B L I C ) (P U B L I C ) (P U B L I C ) SU R R E Y LA N E N E CA R R I A G E LA N E N E CO A C H M A N LA N E CARRIAG E H I L L S P W K Y (PUBLIC ) 1 4 5 6 78 1 2 3 4 5 6 7 8 141615 9 34 18 19 22 24 13 12 1110 13 12 2 1 1 8 21 7 8 765 4 3 2 1 14 13 12 11 10 9 8 7 6 5 2 6 54 3 17 3 2 8 6 5 BLO C K 3 BLO C K 6 BLO C K 2 1 2 3 4 5 6 BLOCK 7 1 2 3 4 5 6 BLOCK 8 1 2 3 4 5 6 BLOCK 9123456 BLOCK 10 123456 BLOCK 11 1234 BLOCK 12 123456 BLOCK 13 123456 BLOCK 14 22 23 21192018 15 16 17 14 20 21 3 4 CA R R I A G E L A N E N E FOUNTAIN HILLS DRIVE NE SU R R E Y L A N E N E SURREY LANE NE OUTLOT C OUTLOT B OUTLOT D BLOCK 1 BL O C K 5 BL O C K 1 OUTLOT A SU R R E Y L A N E N E SU R R E Y L A N E N E OUTLOT E OUTLOT F 10 7 11 1 2 3 19 18 17 16 15 14 13 12 11 7 4 8 10 9 3 2 1 5 6 BLOCK 2 BL O C K 2 BLO C K 2 BLO C K 1 BLOCK 3 678 5 3 2 1 4 BLOCK 4 4 3 2 1 1 2 3 4 5 6 1234BLOCK 5 1 2 3 4 BLO C K 6 1 2 3 4 BL O C K 7 OL A OU T L O T B OUTLOT C OUTLOT C OUTLOT C OUTLOT C OUTLOT D OUTLOT D OUTLOT D OUTLOT D OL A COACHMAN LANE NE MICHAEL WAY MICHA E L W A Y LE O L A N E LEO L A N E JACOB DRIVE BE R N A R D L A N E COACHMAN LANE NE MI C H A E L W A Y BL O C K 4 OUTLOT G 9 Fi l e L o c a t i o n : X: \ 2 0 2 2 \ 2 2 0 1 8 9 - V i e r l i n g P r o p e r t y \ p l a n s h e e t s \ P h a s e 2 \ C O V E R . d w g P l o t t e d B y : Be n P a l a z z o l o o n Oc t o b e r 1 2 , 2 0 2 6 a t 3: 0 1 : 2 7 P M Know what's below. Call before you dig. R Dial 811 FOR R E V I E W O N L Y PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Ben Palazzolo BJP JJR I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of MN. Cover Sheet X Vertical Erosion And Sediment Control Plan Storm Sewer Plan & Profile PLAN SUBMISSION/REVISION MATRIX #SHEET DESCRIPTION X X X X X X X X X X X X X X X X X X X 20 2 6 - 1 0 - 1 2 DEVELOPER Pulte Group 1650W. 82nd Street, Suite 300 Bloomington, MN 55341 Contact: Chad Onsgard Email: chad.onsgard@pultegroup.com CONSULTANT Alliant Engineering, Inc. Marquette Avenue South, Suite 700 Minneapolis, MN 55402 Phone: 612.758.3080 Fax: 612.758.3099 ENGINEER Ben Palazzolo License No. 61668 Email: bpalazzolo@alliant-inc.com SURVEYOR Dan Ekrem License No. 57366 Email: dekrem@alliant-inc.com LANDSCAPE ARCHITECT Troy Muff License No. 59799 Email: tmuff@alliant-inc.com VICINITY MAP Scale: 1"=4000' Vierling Ridge Second Addition Prior Lake, MN CONTACT LIST 0 SCALE IN FEET 75 150 300 1 54 1 1 19 20 - 23 24 25 26 - 29 30 32 38 49 50 - 53 54 N N Ci t y S u b m i t t a l 10 / 1 2 / 2 0 2 6 Pr i o r L a k e , MN Fi n a l P l a t S e t Vi e r l i n g R i d g e S e c o n d A d d i t i o n Co v e r S h e e t 2220189-00 Grading & Drainage Plan - Overview Grading Details Grading & Drainage Plan - View A - View D Erosion & Sediment Control Plan - Overview Erosion & Sediment Control Plan - View A - View D Sanitary Sewer & Watermain Plan - Overview Storm Sewer Plan - Overview Landscaping Plan - Overview Landscaping Plan - View A - View D Landscaping Plan - Enlargements & Details X X X Existing Conditions & Demo Plan - View A - View D9 - 12 Existing Conditions & Demo Plan - Overview8 Details2 - 7 13 14 - 17 18 Site Plan - Overview Site Plan - Notes Site Plan - View A - View D 33 - 37 31 Erosion And Sediment Control Notes And Details Intersection Details 39 - 45 46 - 47 48 Signage Plan Sanitary Sewer & Watermain Plan & Profile VIEW A VIEW D VIEW C VIEW B WL4 WL1 WL1 C. R . 2 1 (E A G L E C R E E K A V E N E ) C. R . 2 1 (E A G L E C R E E K A V E N E ) PI K E L A K E T R A I L N E FOU N T A I N H I L L S D R N E FOUNTAIN HILLS DR (PUB L I C ) (P U B L I C ) (P U B L I C ) SU R R E Y LA N E N E CA R R I A G E LA N E N E CO A C H M A N LA N E CARRIAG E H I L L S P W K Y (PUBLIC ) 1 4 5 6 78 1 2 3 4 5 6 7 8 141615 9 34 18 19 22 24 13 12 1110 13 12 2 1 1 8 21 7 8 765 4 3 2 1 14 13 12 11 10 9 8 7 6 5 2 6 54 3 17 3 2 8 6 5 BLO C K 3 BLO C K 6 BLO C K 2 1 2 3 4 5 6 BLOCK 7 1 2 3 4 5 6 BLOCK 8 1 2 3 4 5 6 BLOCK 9123456 BLOCK 10 123456 BLOCK 11 1234 BLOCK 12 123456 BLOCK 13 123456 BLOCK 14 22 23 21192018 15 16 17 14 20 21 3 4 CA R R I A G E L A N E N E FOUNTAIN HILLS DRIVE NE SU R R E Y L A N E N E SURREY LANE NE OUTLOT C OUTLOT B OUTLOT D BLOCK 1 BL O C K 5 BL O C K 1 OUTLOT A SU R R E Y L A N E N E SU R R E Y L A N E N E OUTLOT E OUTLOT F 10 7 11 1 2 3 19 18 17 16 15 14 13 12 11 7 4 8 10 9 3 2 1 5 6 BLOCK 2 BL O C K 2 BLO C K 2 BLO C K 1 BLOCK 3 678 5 3 2 1 4 BLOCK 4 4 3 2 1 1 2 3 4 5 6 1234BLOCK 5 1 2 3 4 BLO C K 6 1 2 3 4 BL O C K 7 OL A OU T L O T B OUTLOT C OUTLOT C OUTLOT C OUTLOT C OUTLOT D OUTLOT D OUTLOT D OUTLOT D OL A COACHMAN LANE NE MICHAEL WAY MICHA E L W A Y LE O L A N E LEO L A N E JACOB DRIVE BE R N A R D L A N E COACHMAN LANE NE MI C H A E L W A Y BL O C K 4 OUTLOT G 9 4.373 ac WL4 www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 2 \ 2 2 0 1 8 9 - V i e r l i n g P r o p e r t y \ p l a n s h e e t s \ P h a s e 2 \ S I T E . d w g P l o t t e d B y : Be n P a l a z z o l o o n Oc t o b e r 1 2 , 2 0 2 6 a t 3: 0 3 : 0 0 P M Know what's below. Call before you dig. R Dial 811 Ci t y S u b m i t t a l 10 / 1 2 / 2 0 2 6 Pr i o r L a k e , MN Fi n a l P l a t S e t Vi e r l i n g R i d g e S e c o n d A d d i t i o n Si t e P l a n - O v e r v i e w Ben Palazzolo BJP JJR 2220189-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of MN. 13 54 130 SCALE IN FEET 60 120 240 N SITE PLAN DATA: OUTLOT A 0.42 AC OUTLOT B 0.38 AC OUTLOT C 0.79 AC OUTLOT D 0.59 AC OUTLOT E 0.23 AC SITE PLAN LOT DATA: NOTES: ALL TOWNHOMES: MINIMUM BUILDING SEPARATION:20 FT ALL: FRONT YARD SETBACK: 20 FT REAR YARD SETBACK: 25 FT * SIDE YARD SETBACK: 7.5 FT (25 FT TO ROW) ** (SF AND TWINHOMES LOTS) *30 FT REAR YARD SETBACK ADJACENT TO CARRIAGE HILL PKWY LOT TYPE BREAKDOWN: TOWNHOMES 46 TWINHOMES 30 MID 65' SINGLE FAMILY LOTS 33 BLOCK 1, LOTS 1-10 BLOCK 2, LOTS 8-22 BLOCK 3, LOTS 1-8 LARGE 75' SINGLE FAMILY LOTS 21 BLOCK 2, LOTS 11-24 BLOCK 2, LOTS 1-7 TOTAL UNITS 130 OUTLOT OWNER A HOA / DEVELOPER B HOA / DEVELOPER C HOA / DEVELOPER D HOA / DEVELOPER E DEVELOPER F DEVELOPER SITE PLAN OUTLOT DATA: SITE NOTES: 1. SEE SHEET 18 FOR TYPICAL LOT DETAILS AND TYPICAL ROAD SECTIONS. 2. SEE SHEET 48 FOR SIGNAGE PLAN AND DETAILS. LEGEND: EASEMENT LINE BUILDING SETBACK PROPERTY LINE LOT LINE ROW RETAINING WALL STREET SIGN STREET LIGHT WETLAND BUFFER (EXISTING) WETLAND BUFFER BOUNDARY MONUMENT (EXISTING) POND MAINTENANCE ACCESS (TURF, EXISTING) SECOND ADDITION PHASE LIMITS FOR R E V I E W O N L Y PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N PI K E L A K E T R A I L N E (P U B L I C ) 1 4 5 6 78 1 2 3 4 5 6 7 8 141615 9 34 18 19 22 24 13 12 1110 13 12 2 1 17 3 2 8 6 5 BLO C K 3 BLO C K 2 22 23 21192018 15 16 17 14 20 21 SU R R E Y L A N E N E EY LANE NE BLOCK 1 BL O C K 1 SU R R E Y L A N E N E 10 7 11 1 2 3 4 3 2 1 5 BLO C K 2 BLO C K 1 BLOCK 3 6 5 3 2 1 4 OUTLOT C OUTLOT D OUTLOT D OUTLOT D COACHMAN LANE NE LE O L A N E BL O C K 4 9 www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 2 \ 2 2 0 1 8 9 - V i e r l i n g P r o p e r t y \ p l a n s h e e t s \ P h a s e 2 \ S I T E . d w g P l o t t e d B y : Be n P a l a z z o l o o n Oc t o b e r 1 2 , 2 0 2 6 a t 3: 0 3 : 0 2 P M Know what's below. Call before you dig. R Dial 811 Ci t y S u b m i t t a l 10 / 1 2 / 2 0 2 6 Pr i o r L a k e , MN Fi n a l P l a t S e t Vi e r l i n g R i d g e S e c o n d A d d i t i o n Si t e P l a n - V i e w A Ben Palazzolo BJP JJR 2220189-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of MN. 14 54 14 0 SCALE IN FEET 25 50 100 N FOR R E V I E W O N L Y PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N SU R R E Y L A N E N E CO A C H M A N L A N E CARRIAG E H I L L S P W K Y (PUBLIC ) 1 34 22 24 2 1 3 2 6 5 BLO C K 3 2 3 4 5 6 BLOCK 7 1234 BLOCK 14 22 23 21192018 SU R R E Y L A N E N E SU R R E Y L A N E N E 7 1 2 3 19 18 17 16 15 14 13 12 11 7 4 8 10 9 3 2 1 5 6 BLOCK 2 BL O C K 2 BLO C K 2 BLO C K 1 BLOCK 3 6 5 3 2 1 4 BLOCK 4 4 3 2 1 2 3 4 5 6 1234BLOCK 5 1 2 3 4 BLO C K 6 1 2 3 4 BL O C K 7 OL A OU T L O T B OUTLOT C OUTLOT D OL A MICHA E L W A Y LEO L A N E JACOB DRIVE MI C H A E L W A Y OUTLOT G www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 2 \ 2 2 0 1 8 9 - V i e r l i n g P r o p e r t y \ p l a n s h e e t s \ P h a s e 2 \ S I T E . d w g P l o t t e d B y : Be n P a l a z z o l o o n Oc t o b e r 1 2 , 2 0 2 6 a t 3: 0 3 : 0 3 P M Know what's below. Call before you dig. R Dial 811 Ci t y S u b m i t t a l 10 / 1 2 / 2 0 2 6 Pr i o r L a k e , MN Fi n a l P l a t S e t Vi e r l i n g R i d g e S e c o n d A d d i t i o n Si t e P l a n - V i e w B Ben Palazzolo BJP JJR 2220189-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of MN. 15 54 150 SCALE IN FEET 25 50 100 N FOR R E V I E W O N L Y PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N C. R . 2 1 (E A G L E C R E E K A V E N E ) (P U B L I C ) CA R R I A G E LA N E N E CARRIAG E H I L L S P W K Y (PUBLIC ) 1 2 3 4 5 6 BLOCK 7 1 2 3 4 5 6 BLOCK 8 1 2 3 4 5 6 BLOCK 9123456 BLOCK 10 123456 BLOCK 11 1234 BLOCK 12 123456 BLOCK 13 123456 BLOCK 14 CA R R I A G E L A N E N E OUTLOT C OUTLOT B OUTLOT A BLOCK 3 678 5 34 BLOCK 4 4 3 2 1 1 2 3 4 5 6 234BLOCK 5 OL A OUTLOT C OUTLOT C OUTLOT C OL A MICHAEL WAY JACOB DRIVE BERNARD L A N E WL4 www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 2 \ 2 2 0 1 8 9 - V i e r l i n g P r o p e r t y \ p l a n s h e e t s \ P h a s e 2 \ S I T E . d w g P l o t t e d B y : Be n P a l a z z o l o o n Oc t o b e r 1 2 , 2 0 2 6 a t 3: 0 3 : 0 3 P M Know what's below. Call before you dig. R Dial 811 Ci t y S u b m i t t a l 10 / 1 2 / 2 0 2 6 Pr i o r L a k e , MN Fi n a l P l a t S e t Vi e r l i n g R i d g e S e c o n d A d d i t i o n Si t e P l a n - V i e w C Ben Palazzolo BJP JJR 2220189-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of MN. 16 54 160 SCALE IN FEET 25 50 100 NSTRIPING NOTES LEGEND: 1.CROSSWALK MARKINGS: SEE CITY OF PRIOR LAKE DETAIL PLATE 619 NOTE: ALL STRIPING SHALL BE GROUND IN, PAINT TYPE IS MULTI COMPONENT. ALL SYMBOLS AND CROSSWALKS SHALL BE GROUND IN PAINT. FOR R E V I E W O N L Y PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N WL4 WL1 8 1 1 8 21 7 8 765 4 3 2 1 14 13 12 11 10 9 8 7 6 5 2 6 54 3 BLO C K 6 3 4 FOUNTAIN HILLS DRIVE NE SURREY LANE NE OUTLOT D BL O C K 5 SU R R E Y L A N E N E OUTLOT E OUTLOT FOUTLOT C OUTLOT D OUTLOT D BE R N A R D L A N E COACHMAN LANE NE BL O C K 4 4.373 ac www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 2 \ 2 2 0 1 8 9 - V i e r l i n g P r o p e r t y \ p l a n s h e e t s \ P h a s e 2 \ S I T E . d w g P l o t t e d B y : Be n P a l a z z o l o o n Oc t o b e r 1 2 , 2 0 2 6 a t 3: 0 3 : 0 4 P M Know what's below. Call before you dig. R Dial 811 Ci t y S u b m i t t a l 10 / 1 2 / 2 0 2 6 Pr i o r L a k e , MN Fi n a l P l a t S e t Vi e r l i n g R i d g e S e c o n d A d d i t i o n Si t e P l a n - V i e w D Ben Palazzolo BJP JJR 2220189-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of MN. 17 54 17 0 SCALE IN FEET 25 50 100 N FOR R E V I E W O N L Y PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N ST-4 ST-5 ST-6 ST-7 ST-8 ST-9 ST-10 ST-11 ST-12 ST-13 ST-14 ST-15 VIEW A VIEW D VIEW C VIEW B 1 4 5 6 78 1 2 3 4 5 6 7 8 141615 9 34 18 19 22 24 13 12 1110 13 12 2 1 1 8 21 7 8 765 4 3 2 1 14 13 12 11 10 9 8 7 6 5 2 6 54 3 17 3 2 8 6 5 BLO C K 3 BLO C K 6 BLO C K 2 1 2 3 4 5 6 BLOCK 7 1 2 3 4 5 6 BLOCK 8 1 2 3 4 5 6 BLOCK 9123456 BLOCK 10 123456 BLOCK 11 1234 BLOCK 12 123456 BLOCK 13 123456 BLOCK 14 22 23 21192018 15 16 17 14 20 21 3 4 CA R R I A G E L A N E N E FOUNTAIN HILLS DRIVE NE SU R R E Y L A N E N E SURREY LANE NE OUTLOT C OUTLOT B OUTLOT D BLOCK 1 BL O C K 5 BL O C K 1 OUTLOT A SU R R E Y L A N E N E SU R R E Y L A N E N E OUTLOT E OUTLOT F 10 7 11 1 2 3 19 18 17 16 15 14 13 12 11 7 4 8 10 9 3 2 1 5 6 BLOCK 2 BL O C K 2 BLO C K 2 BLO C K 1 BLOCK 3 678 5 3 2 1 4 BLOCK 4 4 3 2 1 1 2 3 4 5 6 1234BLOCK 5 1 2 3 4 BLO C K 6 1 2 3 4 BL O C K 7 OL A OU T L O T B OUTLOT C OUTLOT C OUTLOT C OUTLOT C OUTLOT D OUTLOT D OUTLOT D OUTLOT D OL A COACHMAN LANE NE CO A C H M A N L A N E N E SU M M I T L A N E MICHAEL WAY MICHAEL WAY MICHA E L W A Y LE O L A N E LEO L A N E JACOB DRIVE BERN A R D L A N E BE R N A R D L A N E COACHMAN LANE NE MI C H A E L W A Y JACOB DRIVE BL O C K 4 OUTLOT G 9 G >> | | | | | | | | | | | FO FO FO FO FO FO FO FO FO FO FO OU X >> >> >> >> >> >> >> >> >> >> >> G G G G G G G G G G G E E E E E E E E E G G G X X X X X X X X X X X E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> G G G G G G G G G >> >> >> >> X X X X X X X X X X | || X WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL | | | >> WL4 WLWLWL >> WL1 OU OU OU OU FO FO FO FO FO FO | >> >> C. R . 2 1 (E A G L E C R E E K A V E N E ) PI K E L A K E T R A I L N E FOU N T A I N H I L L S D R N E FOUNTAIN HILLS DR (PUB L I C ) (P U B L I C ) (P U B L I C ) SU R R E Y LA N E N E CA R R I A G E LA N E N E CO A C H M A N LA N E CARRIAG E H I L L S P W K Y (PUBLIC ) WL WL WL Fi l e L o c a t i o n : X: \ 2 0 2 2 \ 2 2 0 1 8 9 - V i e r l i n g P r o p e r t y \ p l a n s h e e t s \ P h a s e 2 \ G R A D I N G . d w g P l o t t e d B y : Be n P a l a z z o l o o n Oc t o b e r 1 2 , 2 0 2 6 a t 3: 0 3 : 4 3 P M Know what's below. Call before you dig. R Dial 811 FOR R E V I E W O N L Y PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Ben Palazzolo BJP JJR I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of MN. 19 54 0 SCALE IN FEET 60 120 240 N Ci t y S u b m i t t a l 10 / 1 2 / 2 0 2 6 Pr i o r L a k e , MN Fi n a l P l a t S e t Vi e r l i n g R i d g e S e c o n d A d d i t i o n Gr a d i n g & D r a i n a g e P l a n - O v e r v i e w 2220189-00 19 GRADING NOTES: 1.ALL FINISHED GRADES SHALL SLOPE AWAY FROM PROPOSED BUILDINGS AT MINIMUM GRADE OF 2.0%. ALL SWALES SHALL HAVE A MINIMUM SLOPE OF 2.00%. 2.THE CONTRACTOR SHALL KEEP THE ADJACENT ROADWAYS FREE OF DEBRIS AND PREVENT THE OFF-SITE TRACKING OF SOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY AND WATERSHED. 3.NOTIFY GOPHER STATE ONE CALL, AT (800)252-1166, 48 HOURS PRIOR TO START OF CONSTRUCTION. 4.ALL IMPROVEMENTS TO CONFORM WITH CITY OF PRIOR LAKE CONSTRUCTION STANDARDS SPECIFICATION, LATEST EDITION. 5.CONTRACTOR SHALL COORDINATE ANY NECESSARY ROAD CLOSURE OR RESTRICTIONS WITH CITY. NOTIFY THE CITY AT LEAST 48 HOURS IN ADVANCE OF ANY AGREED UPON TRAFFIC CONTROL AND PROVIDE A TRAFFIC CONTROL PLAN. 6.ROCK CONSTRUCTION ENTRANCES SHALL BE PROVIDED AT ALL CONSTRUCTION ACCESS POINTS. 7.REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL, FOR SOIL CORRECTION REQUIREMENTS AND TESTING REQUIREMENTS. 8.STRIP TOPSOIL PRIOR TO ANY CONSTRUCTION. REUSE STOCKPILE ON SITE. STOCKPILE PERIMETERS MUST BE PROTECTED WITH SILT FENCE. 9.PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 10.IMMEDIATELY FOLLOWING GRADING OF (3:1 OR GREATER) SIDE SLOPES AND DRAINAGE SWALES, WOOD FIBER BLANKET OR OTHER APPROVED SOIL STABILIZING METHOD (APPROVED BY ENGINEER) SHALL BE APPLIED OVER APPROVED SEED MIXTURE AND A MINIMUM OF 6" TOPSOIL SHALL BE PLACED IN ALL PUBLIC/CITY ROW BOULEVARD AND MASS GRADED PUBLIC/CITY OUTLOTS. 4" TOPSOIL REQUIRED ELSEWHERE OR PER HOLD DOWN DETAILS. 11.THE GENERAL CONTRACTOR MUST DISCUSS DEWATERING PLANS WITH ALL SUBCONTRACTORS TO VERIFY NPDES REQUIREMENTS. IF DEWATERING IS REQUIRED DURING CONSTRUCTION, CONTRACTOR SHOULD CONSULT WITH EROSION CONTROL INSPECTOR AND ENGINEER TO DETERMINE APPROPRIATE METHOD. 12.REFER TO STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR ALL EROSION AND SEDIMENT CONTROL DEVICE LOCATION, DESCRIPTIONS, NOTES AND DETAILS INCLUDING CONCRETE WASHOUT STATION INSTRUCTIONS. 13.LOW FLOOR ELEVATIONS AND LOW OPENING ELEVATIONS ARE TO BE DESIGNED TO THE FOLLOWING STANDARDS: LOW FLOOR ELEVATIONS SHALL BE AT LEAST: • 3’ ABOVE OHW OR HIGHEST KNOWN (WHICHEVER IS GREATER) • 2’ ABOVE HWL •1’ ABOVE EOF. LOW OPENING ELEVATIONS SHALL BE AT LEAST: • 1’ ABOVE EOF FOR LANDLOCKED BASINS, LOW FLOOR ELEVATIONS SHALL BE AT LEAST: • 1’ ABOVE THE SURVEYED BASIN OVERFLOW ELEVATION • WHERE AN OUTLET STRUCTURE IS PROPOSED BELOW THE OVERFLOW ELEVATION, LOWEST FLOOR ELEVATIONS SHALL BE AT LEAST 3’ ABOVE THE HIGH WATER LEVEL OF THE 100-YEAR, 10-DAY RUNOFF EVENT OR THE BACK-TO-BACK 100-YEAR, 24 HOUR RAINFALL EVENT (NRCS MSE3 RAINFALL DISTRIBUTION), WHICHEVER IS HIGHER. AERIAL PHOTOS, VEGETATION, SOILS, AND TOPOGRAPHY WILL BE USED TO DERIVE A “NORMAL” STARTING WATER ELEVATION FOR THE BASIN. 14.SEE GRADING PROFILES SHEET FOR ADDITIONAL GRADING DETAILS ON ALL ROADWAYS. 15.SEE POND PROFILE AND DETAIL SHEETS FOR ADDITIONAL POND CROSS SECTIONS AND DESIGN DETAIL. 16.SEE TREE PRESERVATION PLAN SHEETS FOR TREE REMOVAL AND TREE PRESERVATION DETAILS. 17.FOUNTAIN HILLS DRIVE TO BE CONSTRUCTED OVER REMOVED WETLAND. CONTRACTOR TO EXCAVATE ANY UNSUITABLE MATERIAL IN THE ROADWAY AND REPLACE WITH SUITABLE SUBGRADE. UNSUITABLE MATERIAL TO BE DISTRIBUTED OVER NON STRUCTURAL AREAS ON SITE. RETAINING WALL NOTES: 1.ALL RETAINING WALLS SHALL BE ROUGH GRADED AT A 2:1 SLOPE WITH BASE OF SLOPE AT PROPOSED WALL FACE. 2.THE RETAINING WALL SLOPE AREAS ARE TO BE MAINTAINED UNTIL RETAINING WALL CONSTRUCTION OCCURS. ANY EROSION SHALL BE REMEDIED AND RESTORED. 3.BUILDING PERMITS ARE REQUIRED FOR ALL RETAINING WALLS 4 FEET IN HEIGHT OR GREATER AND THE WALLS SHALL BE DESIGNED BY A STRUCTURAL ENGINEER WITH DESIGN REVIEWED AND APPROVED BY THE CITY PRIOR TO INSTALLATION. ANY QUESTIONS REGARDING THE BUILDING PERMITS SHALL BE DIRECTED TO THE CITY BUILDING INSPECTOR. 4.INSTALL SAFETY FENCE OR FALL PROTECTION ATOP ALL WALLS 4' TALL OR GREATER. 5.RETAINING WALL CONTRACTOR AND/OR RETAINING WALL STRUCTURAL ENGINEER ARE RESPONSIBLE TO REVIEW CIVIL SITE ENGINEERING DRAWINGS. ANY OBSERVED CONCERNS WITH CIVIL SITE ENGINEERING DESIGN ELEMENTS RELATED TO RETAINING WALLS THAT REQUIRE MODIFICATIONS TO THE CIVIL SITE DESIGN IS THEIR RESPONSIBILITY TO COORDINATE WITH PROJECT OWNER AND CIVIL SITE ENGINEER. IF NO COORDINATION IS REQUESTED IT SHALL BE UNDERSTOOD THAT ALL CONDITIONS WITHIN THE CIVIL SITE DESIGN AND PLANS ARE ACCEPTABLE AND ABLE TO BE PROVIDED FOR IN THE RETAINING WALL DESIGN AND CONSTRUCTION. 6.RETAINING WALLS ARE TO BE FINAL DESIGNED AND PERMITTED BY OTHERS. 7.RETAINING WALLS DEPICTED ON ALLIANT GRADING PLAN AS MODULAR BLOCK RETAINING WALLS. GRADING LEGEND: ST-6 ST-9 ST-10 1 4 5 6 78 1 2 3 4 5 6 7 8 141615 9 34 18 19 22 24 13 12 1110 13 12 2 1 17 3 2 8 6 5 BLO C K 3 BLO C K 2 22 23 21192018 15 16 17 14 20 21 SU R R E Y L A N E N E EY LANE NE BLOCK 1 BL O C K 1 SU R R E Y L A N E N E 10 7 11 1 2 3 4 3 2 1 5 BLO C K 2 BLO C K 1 BLOCK 3 6 5 3 2 1 4 OUTLOT C OUTLOT D OUTLOT D OUTLOT D COACHMAN LANE NE LE O L A N E BL O C K 4 9 G G G G >> >> >> | | | | | | | | | | | | | | | | | | | | | | | | | | | FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO X X X X >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> G G G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E E E E E E E X X X X X X | >> >> >> >> |>> >> >> >> >> PI K E L A K E T R A I L N E (P U B L I C ) Fi l e L o c a t i o n : X: \ 2 0 2 2 \ 2 2 0 1 8 9 - V i e r l i n g P r o p e r t y \ p l a n s h e e t s \ P h a s e 2 \ G R A D I N G . d w g P l o t t e d B y : Be n P a l a z z o l o o n Oc t o b e r 1 2 , 2 0 2 6 a t 3: 0 3 : 4 7 P M Know what's below. Call before you dig. R Dial 811 FOR R E V I E W O N L Y PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Ben Palazzolo BJP JJR I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of MN. 20 54 0 SCALE IN FEET 25 50 100 N Ci t y S u b m i t t a l 10 / 1 2 / 2 0 2 6 Pr i o r L a k e , MN Fi n a l P l a t S e t Vi e r l i n g R i d g e S e c o n d A d d i t i o n Gr a d i n g & D r a i n a g e P l a n - V i e w A 2220189-00 20 ST-9 ST-10 ST-12 ST-13 1 34 22 24 2 1 3 2 6 5 BLO C K 3 2 3 4 5 6 BLOCK 7 1234 BLOCK 14 22 23 21192018 SU R R E Y L A N E N E SU R R E Y L A N E N E 7 1 2 3 19 18 17 16 15 14 13 12 11 7 4 8 10 9 3 2 1 5 6 BLOCK 2 BL O C K 2 BLO C K 2 BLO C K 1 BLOCK 3 6 5 3 2 1 4 BLOCK 4 4 3 2 1 2 3 4 5 6 1234BLOCK 5 1 2 3 4 BLO C K 6 1 2 3 4 BL O C K 7 OL A OU T L O T B OUTLOT C OUTLOT D OL A CO A C H M A N L A N E N E MICHA E L W A Y LEO L A N E JACOB DRIVE MI C H A E L W A Y OUTLOT G | | | | | | | FO FO FO FO FO FO FO FO FO X >> >> >> >> >> >> >> G G G G G E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E >> >> >> >> >> >> >>>> >> >> >>>>>> >> X XX X X X X X X X X X X X X X X | | | |||||| | | | SU R R E Y L A N E N E CO A C H M A N L A N E CARRIAG E H I L L S P W K Y (PUBLIC ) Fi l e L o c a t i o n : X: \ 2 0 2 2 \ 2 2 0 1 8 9 - V i e r l i n g P r o p e r t y \ p l a n s h e e t s \ P h a s e 2 \ G R A D I N G . d w g P l o t t e d B y : Be n P a l a z z o l o o n Oc t o b e r 1 2 , 2 0 2 6 a t 3: 0 3 : 5 1 P M Know what's below. Call before you dig. R Dial 811 FOR R E V I E W O N L Y PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Ben Palazzolo BJP JJR I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of MN. 21 54 0 SCALE IN FEET 25 50 100 N Ci t y S u b m i t t a l 10 / 1 2 / 2 0 2 6 Pr i o r L a k e , MN Fi n a l P l a t S e t Vi e r l i n g R i d g e S e c o n d A d d i t i o n Gr a d i n g & D r a i n a g e P l a n - V i e w B 2220189-00 21 ST-8 ST-11 ST-14 ST-15 1 2 3 4 5 6 BLOCK 7 1 2 3 4 5 6 BLOCK 8 1 2 3 4 5 6 BLOCK 9123456 BLOCK 10 123456 BLOCK 11 1234 BLOCK 12 123456 BLOCK 13 123456 BLOCK 14 CA R R I A G E L A N E N E OUTLOT C OUTLOT B OUTLOT A BLOCK 3 678 5 34 BLOCK 4 4 3 2 1 1 2 3 4 5 6 234BLOCK 5 OL A OUTLOT C OUTLOT C OUTLOT C OL A SU M M I T L A N E MICHAEL WAY MICHAEL WAY JACOB DRIVE BERN A R D L A N E BERNARD L A N E JACOB DRIVE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> G G G G G G G G G G G G G G G G G G G >> >> >> >> >> >> >> >> WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL | | | | | C. R . 2 1 (E A G L E C R E E K A V E N E ) (P U B L I C ) CA R R I A G E LA N E N E CARRIAG E H I L L S P W K Y (PUBLIC ) Fi l e L o c a t i o n : X: \ 2 0 2 2 \ 2 2 0 1 8 9 - V i e r l i n g P r o p e r t y \ p l a n s h e e t s \ P h a s e 2 \ G R A D I N G . d w g P l o t t e d B y : Be n P a l a z z o l o o n Oc t o b e r 1 2 , 2 0 2 6 a t 3: 0 3 : 5 5 P M Know what's below. Call before you dig. R Dial 811 FOR R E V I E W O N L Y PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Ben Palazzolo BJP JJR I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of MN. 22 54 0 SCALE IN FEET 25 50 100 N Ci t y S u b m i t t a l 10 / 1 2 / 2 0 2 6 Pr i o r L a k e , MN Fi n a l P l a t S e t Vi e r l i n g R i d g e S e c o n d A d d i t i o n Gr a d i n g & D r a i n a g e P l a n - V i e w C 2220189-00 22 ST-4 ST-5 ST-7 ST-8 8 1 1 8 21 7 8 765 4 3 2 1 14 13 12 11 10 9 8 7 6 5 2 6 54 3 BLO C K 6 3 4 FOUNTAIN HILLS DRIVE NE SURREY LANE NE OUTLOT D BL O C K 5 SU R R E Y L A N E N E OUTLOT E OUTLOT FOUTLOT C OUTLOT D OUTLOT D BE R N A R D L A N E COACHMAN LANE NE BL O C K 4 OU OU X X X X X X X X X X X X X X X X X X X X X X X X X X >> >> >>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> G G G G G G G G G G G G G G G G G G G G G G G G G G G >>>> X X X X X X WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WLWL WL | | WL4 WL WLWLWLWLWLWLWL WL1 WL WL WL WL WL WL WL Fi l e L o c a t i o n : X: \ 2 0 2 2 \ 2 2 0 1 8 9 - V i e r l i n g P r o p e r t y \ p l a n s h e e t s \ P h a s e 2 \ G R A D I N G . d w g P l o t t e d B y : Be n P a l a z z o l o o n Oc t o b e r 1 2 , 2 0 2 6 a t 3: 0 3 : 5 9 P M Know what's below. Call before you dig. R Dial 811 FOR R E V I E W O N L Y PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Ben Palazzolo BJP JJR I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of MN. 23 54 0 SCALE IN FEET 25 50 100 N Ci t y S u b m i t t a l 10 / 1 2 / 2 0 2 6 Pr i o r L a k e , MN Fi n a l P l a t S e t Vi e r l i n g R i d g e S e c o n d A d d i t i o n Gr a d i n g & D r a i n a g e P l a n - V i e w D 2220189-00 23 1 4 5 6 78 1 2 3 4 5 6 7 8 141615 9 34 18 19 22 24 13 12 1110 13 12 2 1 1 8 21 7 8 765 4 3 2 1 14 13 12 11 10 9 8 7 6 5 2 6 54 3 17 3 2 8 6 5 BLO C K 3 BLO C K 6 BLO C K 2 1 2 3 4 5 6 BLOCK 7 1 2 3 4 5 6 BLOCK 8 1 2 3 4 5 6 BLOCK 9123456 BLOCK 10 123456 BLOCK 11 1234 BLOCK 12 123456 BLOCK 13 123456 BLOCK 14 22 23 21192018 15 16 17 14 20 21 3 4 CA R R I A G E L A N E N E FOUNTAIN HILLS DRIVE NE SU R R E Y L A N E N E SURREY LANE NE OUTLOT C OUTLOT B OUTLOT D BLOCK 1 BL O C K 5 BL O C K 1 OUTLOT A SU R R E Y L A N E N E SU R R E Y L A N E N E OUTLOT E OUTLOT F 10 7 11 1 2 3 4 5 6 COACHMAN LANE NE CO A C H M A N L A N E N E SU M M I T L A N E MICHAEL WAY MICHAEL WAY MICHA E L W A Y LE O L A N E LEO L A N E JACOB DRIVE BERN A R D L A N E BE R N A R D L A N E COACHMAN LANE NE MI C H A E L W A Y JACOB DRIVE BL O C K 4 OUTLOT G 9 WL4 WL1 C. R . 2 1 (E A G L E C R E E K A V E N E ) PI K E L A K E T R A I L N E FOU N T A I N H I L L S D R N E FOUNTAIN HILLS DR (PUB L I C ) (P U B L I C ) (P U B L I C ) SU R R E Y LA N E N E CA R R I A G E LA N E N E CO A C H M A N LA N E CARRIAG E H I L L S P W K Y (PUBLIC ) 5 - BF 3 - NS 1 - RB 4 - KC 7 - HL 4 - PO 5 - WP 5 - BH 7 - PO 1 - RB 1 - KC 1 - WP 1 - WP 1 - SB 1 - RB 1 - BM 2 - AE 3 - PO 7 - SL 7 - BM 7 - RO 7 - CH 7 - HL 1 - RB 1 - RB 1 - SW 1 - SW 6 - SW 2 - SL 5 - CH 5 - BH 6 - NS 5 - BF 3 - NS 3 - CH 7 - NF 2 - KC 2 - SW 4 - SW 3 - KC 2 - SW 4 - SB 3 - JL 1 - AE 1 - SW 1 - JL 1 - SB 1 - RB 1 - JL 1 - JL 4 - SW 1 - SL 2 - SB 5 - PO 5 - KC 5 - AE 2 - BF 3 - CH 3 - RO 1 - WP 3 - WP Fi l e L o c a t i o n : X: \ 2 0 2 2 \ 2 2 0 1 8 9 - V i e r l i n g P r o p e r t y \ p l a n s h e e t s \ P h a s e 2 \ L A N D S C A P E . d w g P l o t t e d B y : Be n P a l a z z o l o o n Oc t o b e r 1 2 , 2 0 2 6 a t 3: 1 2 : 3 0 P M Know what's below. Call before you dig. R Dial 811 FOR R E V I E W O N L Y PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Troy Muff I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of MN. 49 54 0 SCALE IN FEET 60 120 240 N 49 Ci t y S u b m i t t a l 10 / 1 2 / 2 0 2 6 Fi n a l P l a t S e t 2220189-00 LEGEND Pr i o r L a k e , MN Vi e r l i n g R i d g e S e c o n d A d d i t i o n La n d s c a p i n g P l a n - O v e r v i e w Know what's below. Call before you dig. R Dial 811 0 SCALE IN FEET 60 120 240 N · · · · · · LANDSCAPE REQUIREMENTS: LANDSCAPE NOTES LANDSCAPE SCHEDULE - PHASE TWO SEEDING NOTES 1 4 5 6 78 1 2 3 4 5 6 7 8 141615 9 34 18 19 22 24 13 12 1110 13 12 2 1 17 3 2 8 6 5 BLO C K 3 BLO C K 2 22 23 21192018 15 16 17 14 20 21 SU R R E Y L A N E N E EY LANE NE BLOCK 1 BL O C K 1 SU R R E Y L A N E N E 10 7 11 COACHMAN LANE NE LE O L A N E BL O C K 4 9 PI K E L A K E T R A I L N E (P U B L I C ) 5 - BF 1 - RB 4 - KC 1 - WP 1 - WP 3 - PO 7 - SL 7 - BM 7 - RO 7 - CH 7 - HL 1 - RB 1 - SW 1 - SW 3 - NS 7 - NF 2 - KC 2 - SW 4 - SW 1 - RB 4 - SW 1 - SL 5 - PO 5 - KC 3 - WP Fi l e L o c a t i o n : X: \ 2 0 2 2 \ 2 2 0 1 8 9 - V i e r l i n g P r o p e r t y \ p l a n s h e e t s \ P h a s e 2 \ L A N D S C A P E . d w g P l o t t e d B y : Be n P a l a z z o l o o n Oc t o b e r 1 2 , 2 0 2 6 a t 3: 1 2 : 3 2 P M FOR R E V I E W O N L Y PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Troy Muff I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of MN. 50 54 0 SCALE IN FEET 25 50 100 N 50 Ci t y S u b m i t t a l 10 / 1 2 / 2 0 2 6 Fi n a l P l a t S e t 2220189-00 Pr i o r L a k e , MN Vi e r l i n g R i d g e S e c o n d A d d i t i o n La n d s c a p i n g P l a n - V i e w A 1 34 22 24 2 1 3 2 6 5 BLO C K 3 2 3 4 5 6 BLOCK 7 1234 BLOCK 14 22 23 21192018 SU R R E Y L A N E N E SU R R E Y L A N E N E 7 2 3 4 5 6 CO A C H M A N L A N E N E MICHA E L W A Y LEO L A N E JACOB DRIVE MI C H A E L W A Y OUTLOT G SU R R E Y L A N E N E CO A C H M A N L A N E CARRIAG E H I L L S P W K Y (PUBLIC ) 7 - PO 1 - SB 1 - BM 2 - AE 1 - SL 5 - PO 5 - KC Fi l e L o c a t i o n : X: \ 2 0 2 2 \ 2 2 0 1 8 9 - V i e r l i n g P r o p e r t y \ p l a n s h e e t s \ P h a s e 2 \ L A N D S C A P E . d w g P l o t t e d B y : Be n P a l a z z o l o o n Oc t o b e r 1 2 , 2 0 2 6 a t 3: 1 2 : 3 4 P M Know what's below. Call before you dig. R Dial 811 FOR R E V I E W O N L Y PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Troy Muff I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of MN. 51 54 0 SCALE IN FEET 25 50 100 N 51 Ci t y S u b m i t t a l 10 / 1 2 / 2 0 2 6 Fi n a l P l a t S e t 2220189-00 Pr i o r L a k e , MN Vi e r l i n g R i d g e S e c o n d A d d i t i o n La n d s c a p i n g P l a n - V i e w B 1 2 3 4 5 6 BLOCK 7 1 2 3 4 5 6 BLOCK 8 1 2 3 4 5 6 BLOCK 9123456 BLOCK 10 123456 BLOCK 11 1234 BLOCK 12 123456 BLOCK 13 123456 BLOCK 14 CA R R I A G E L A N E N E OUTLOT C OUTLOT B OUTLOT A 1 2 3 4 5 6 SU M M I T L A N E MICHAEL WAY MICHAEL WAY JACOB DRIVE BERN A R D L A N E BERNARD L A N E JACOB DRIVE C. R . 2 1 (E A G L E C R E E K A V E N E ) (P U B L I C ) CA R R I A G E LA N E N E CARRIAG E H I L L S P W K Y (PUBLIC ) 7 - HL 4 - PO 5 - WP 5 - BH 7 - PO 1 - RB 1 - KC 1 - SB 1 - RB 1 - BM 2 - AE 4 - SW 2 - BF 3 - CH 3 - RO 1 - WP Fi l e L o c a t i o n : X: \ 2 0 2 2 \ 2 2 0 1 8 9 - V i e r l i n g P r o p e r t y \ p l a n s h e e t s \ P h a s e 2 \ L A N D S C A P E . d w g P l o t t e d B y : Be n P a l a z z o l o o n Oc t o b e r 1 2 , 2 0 2 6 a t 3: 1 2 : 3 7 P M Know what's below. Call before you dig. R Dial 811 FOR R E V I E W O N L Y PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Troy Muff I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of MN. 52 54 0 SCALE IN FEET 25 50 100 N 52 Ci t y S u b m i t t a l 10 / 1 2 / 2 0 2 6 Fi n a l P l a t S e t 2220189-00 Pr i o r L a k e , MN Vi e r l i n g R i d g e S e c o n d A d d i t i o n La n d s c a p i n g P l a n - V i e w C 8 1 1 8 21 7 8 765 4 3 2 1 14 13 12 11 10 9 8 7 6 5 2 6 54 3 BLO C K 6 3 4 FOUNTAIN HILLS DRIVE NE SURREY LANE NE OUTLOT D BL O C K 5 SU R R E Y L A N E N E OUTLOT E OUTLOT F BE R N A R D L A N E COACHMAN LANE NE BL O C K 4 WL4 WL1 3 - NS 7 - HL 1 - RB 6 - SW 2 - SL 5 - CH 5 - BH 6 - NS 5 - BF 3 - NS 3 - CH 2 - KC 2 - SW 4 - SW 3 - KC 2 - SW 4 - SB 3 - JL 1 - AE 1 - SW 1 - JL 1 - SB 1 - JL 1 - JL 4 - SW 2 - SB 5 - AE 3 - WP Fi l e L o c a t i o n : X: \ 2 0 2 2 \ 2 2 0 1 8 9 - V i e r l i n g P r o p e r t y \ p l a n s h e e t s \ P h a s e 2 \ L A N D S C A P E . d w g P l o t t e d B y : Be n P a l a z z o l o o n Oc t o b e r 1 2 , 2 0 2 6 a t 3: 1 2 : 3 9 P M FOR R E V I E W O N L Y PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Troy Muff I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of MN. 53 54 0 SCALE IN FEET 25 50 100 N 53 Ci t y S u b m i t t a l 10 / 1 2 / 2 0 2 6 Fi n a l P l a t S e t 2220189-00 Pr i o r L a k e , MN Vi e r l i n g R i d g e S e c o n d A d d i t i o n La n d s c a p i n g P l a n - V i e w D Fi l e L o c a t i o n : X: \ 2 0 2 2 \ 2 2 0 1 8 9 - V i e r l i n g P r o p e r t y \ p l a n s h e e t s \ P h a s e 2 \ L A N D S C A P E . d w g P l o t t e d B y : Be n P a l a z z o l o o n Oc t o b e r 1 2 , 2 0 2 6 a t 3: 1 2 : 4 0 P M Know what's below. Call before you dig. R Dial 811 FOR R E V I E W O N L Y PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Troy Muff I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of MN. 54 54 54 Ci t y S u b m i t t a l 10 / 1 2 / 2 0 2 6 Fi n a l P l a t S e t 2220189-00 TYPICAL 4 & 6 UNIT TOWNHOME LANDSCAPE: TOWNHOME LANDSCAPE SCHEDULE: 4 UNIT TYPICAL 6 UNIT TYPICAL 54 4 MULCH AT SIDEWALK NOT TO SCALE NOTES: 1.REFER TO LANDSCAPE PLAN SHEET NOTES FOR COLOR AND TYPE OF MULCH. CONCRETE SIDEWALK 2" M I N . MULCH TO BE LEVEL AT SIDEWALK MULCH SEE NOTES 4" T Y P . PLANTING SOIL DEPTH VARIES SEE LANDSCAPE PLAN NOTES FILTER FABRIC MIRAFI OR EQUAL 54 5 MULCH AT SOD NOT TO SCALE NOTES: 1.REFER TO LANDSCAPE PLAN SHEET NOTES FOR COLOR AND TYPE OF MULCH. SOD 2" M I N . POLY EDGING MULCH SEE NOTES 4" T Y P . PLANTING SOIL DEPTH VARIES SEE LANDSCAPE PLAN NOTES FILTER FABRIC MIRAFI OR EQUAL 12" SPIKE MULCH TO BE LEVEL WITH FINISHED GRADE PERENNIAL PLANTING NOT TO SCALE54 3 EQUAL SPACING PERENNIALS (TYP.), PLANT IN STAGGERED ROWS UNLESS OTHERWISE SHOWN ON LANDSCAPE PLAN MIN. 3"-4" DEPTH HARDWOOD MULCH OVER FILTER FABRIC, SEE NOTES FOR TYPE & COLOR. MIN. 12" PLANTING SOIL AS SPECIFIED, SEE NOTES. UNDISTURBED AND UNCOMPACTED SUBGRADE 54 2 SHRUB PLANTING NOT TO SCALE PROVIDE MULCH, DO NOT BURY STEMS OR TRUNK. SEE NOTES FOR TYPE AND DEPTH REQUIRED. UNDISTURBED AND UNCOMPACTED SUBGRADE PRUNE DEAD AND BROKEN BRANCHES ROOT BALL SHOULD SIT DIRECTLY ON TOP OF UNDISTURBED SOIL. BACKFILL WITH TOPSOIL FROM HOLE AND WATER THOROUGHLY. PROVIDE PLANTING SOIL AS SPECIFIED IN NOTES. PROVIDE FILTER FABRIC, MIRAFI OR EQUAL PLANT TOP OF ROOT BALL 1-2" ABOVE SURROUNDING GRADE. PREPARE PLANTING AREA 3X THE DIAMETER OF THE ROOTBALL L-2.0 1 TREE PLANTING NOT TO SCALE NOTES: 1.TREE STAKING IS OPTIONAL. 2.DO NOT PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS AND BROKEN OR DEAD BRANCHES. 3.FOR TREES IN CONTAINERS, REMOVE CONTAINER PRIOR TO PLANTING. FOR BARE ROOT TREES, PLACE TREE IN MIDDLE OF PLANTING HOLE, SPREAD ROOTS OUT RADIALLY FROM THE TRUNK AROUND THE PREPARED HOLE. PREPARE PLANTING AREA 3X THE DIAMETER OF THE ROOTBALL OR PER PLAN IF PLANTED IN A BIORETENTION OR LARGER PLANTING AREA PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL EXPOSE TRUNK FLARE MULCH RING, DIAMETER PER PLAN OR LANDSCAPE NOTES. PLACE MULCH SO NOT IN CONTACT WITH BASE OF TREE. COMPLETELY REMOVE AND DISPOSE OF ALL TWINE, ROPE AND BASKETS. DISPOSE INTO PROPER LOCATION. TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT THE ROOT BALL DOES NOT SHIFT. PLANTING SOIL, BACKFILL PLACED IN 6" LIFTS GUYING PLAN SOD UNDISTURBED SUBSOIL ROOTBALL PRUNE DEAD AND BROKEN BRANCHES 16" POLY STRAP, 40 MIL. 1-1/2" WIDE 1 FLAG PER WIRE 3-GUY CABLES, DOUBLE STRAND, 14 GA. WIRES AT 120° SPACING, SEE GUYING PLAN 18" MIN.MACHINE EDGE V-DITCH AROUND ALL TREES IN SODDED AREAS 2"X2"X24" WOODEN STAKE AT AN ANGLE Pr i o r L a k e , MN Vi e r l i n g R i d g e S e c o n d A d d i t i o n La n d s c a p i n g P l a n - E n l a r g e m e n t s & D e t a i l s [Phone] 952-447-9800 | [Fax] 952-447-4245 | cityofpriorlake.com 4646 Dakota Street SE Prior Lake, MN 55372 Memorandum To: Paul Heuer, Pulte Homes of Minnesota LLC, Applicant Vierling Family LTD Partnership, Owner From: Casey McCabe, Community Development Director Jake Skluzacek, Planner Luke Schwarz, Assistant City Engineer Stephanie Thulien, Water Resource Engineer Laura Rescorla, Project Manager Kris Keller, Project Engineer Troy Kupahl, District Director Scott SWCD Date: October 26, 2026 Re: Vierling Ridge 2nd Addition – Construction Plans 14091 Eagle Creek Ave NE We have reviewed the final plat documents submitted for the proposed Vierling Ridge development, 2nd Addition, located at 14091 Eagle Creek Ave NE, east of Eagle Creek Avenue (CR 21) between Fountain Hills Drive and Carriage Hills Parkway, as prepared by Alliant Engineering and submitted by Pulte Homes. The following documents were reviewed: • Civil Plan Set – Vierling Ridge Second Addition Final Plat Set 2026-10-12.pdf Comments are provided within this Memorandum and in the corresponding redlined plan set. Please note that not all comments within the plan set are in the Memorandum. We have the following comments with regards to stormwater management and engineering: General 1. Submit for and provide copies to the City of all required permits from regulatory agencies (MCES, Minnesota Pollution Control Agency, Minnesota Department of Health, NPDES, etc.) 2. Additional comments may be generated by PLSLWD’s review of the revised plans 3. Additional redline comments are provided in the accompanying plan set. Provide a response to all comments in this memo and the redlined plan set. 4. Plans shall be signed by an engineer licensed in the State of Minnesota. Plat 1. Provide easement/right of way for revised sidewalk alignment on the west side of Carriage Lane Streets/Trails 1. Remove stop signs on local-to-local streets as shown in the attached redlined site plans 2. Add/relocate light poles as shown in the attached redlined site plans Stormwater Management 1. Rate Control a. Update the model/drainage area acreages to match (S1). Grading Plan 1. A retaining wall plan prepared by a licensed engineer is required for all walls exceeding 4-feet in height. Walls greater than 4’ tall must have a fence for fall protection. a. Can the wall between Block 9 and Block 10 be eliminated? b. City will not rebuild wall if we need to do work on the storm sewer 2. There are slopes steeper than 10:1 within 10’ of the house pad. 3. Show the wetland buffer and wetland buffer signs. Utilities 1. Storm Sewer a. Lower discharge velocities below 6 fps at storm sewer discharge points. i. Lower the discharge velocity at FES 700. b. Revise the routing of MH1001 in the storm sewer calculations. c. Why do catch basins need to be located on curves? d. Add sump label to CBMH 1007. e. Provide a storm sewer drainage area map. 2. Sanitary Sewer a. Call out SDR 26 for sanitary sewer pipe as appropriate as depth b. Eliminate or minimize bends shown in sanitary sewer services c. See additional redline comments 3. Watermain a. Hydrants should be located at all watermain system high points i. Adjust watermain and/or hydrant locations as necessary b. Maintain minimum 18" separation with utility crossings i. Insulate when separation between storm sewer and watermain/services is less than 36" ii. Provide proposed watermain offset detail c. See additional redline comments Miscellaneous 1. Retaining walls exceeding 4’ in height require a plan prepared by a licensed engineer submitted for review and approval prior to permit issuance. SWPPP 1. Does curbside perimeter sediment control indicate bioroll? Include a detail. 2. Show soil stockpile areas. 3. Show anticipated location of concrete washout. 4. Quantify the total disturbance and impervious for Phase 2. 5. Identify who has responsibility for long term maintenance of the permanent BMPs. 6. Document training. 7. Add note designating sod in areas without a seed hatch. Wetlands – remaining PLSLWD Comments 1. It is the District’s understanding that the entirety of Wetlands 2, 3, and 5 and part of Wetland 4 will be filled and mitigated offsite. The owner is required to enter into a Developers Agreement with the District for establishment of and record Conservation Easements over a buffer strip for the remaining portion of Wetland 4. This wetland is a Basic Management Class requiring a buffer of minimum 15-ft width and average 30-ft width. 2. Legal descriptions and AutoCAD Civil 3D layers for the proposed buffer strip and remaining Wetland 4 boundary are required for review and acceptance of conservation easement boundaries. 3. Buffer monuments are required at all proposed boundary vertices and at a minimum distance of 200-feet. As proposed, this requirement appears satisfied (see Sheets 13, 16, and 17). 4. As currently proposed, the low maintenance turf seed mix (MNDOT 25-131 specified on Sheet 49) is not an acceptable native seed mix for the Wetland 4 buffer area. KNOW ALL PERSONS BY THESE PRESENTS: That DRP Concord 10, LLC, a Delaware limited liability company, owner of the following described property situated in the County of Scott, State of Minnesota, to wit: Outlots C and D, VIERLING RIDGE, according to the recorded plat thereof, Scott County, Minnesota. Has caused the same to be surveyed and platted as VIERLING RIDGE SECOND ADDITION and does hereby donate and dedicate to the public for public use forever the public ways and also dedicate the easements as shown on this plat for drainage and utility purposes only. In witness whereof said DRP Concord 10, LLC, a Delaware limited liability company, has caused these presents to be signed by its proper officer this _________ day of _____________________, 20_____. Signed: DRP Concord 10, LLC By: ____________________________________, Brian Clauson, Authorized Signatory STATE OF ______________________ COUNTY OF ____________________ This instrument was acknowledged before me on this ______________ day of _____________________, 20______, by Brian Clauson, Authorized Signatory of DRP Concord 10, LLC, a Delaware limited liability company, on behalf of the company. ________________________________________________(Signature) ________________________________________________(Print) Notary Public, __________________ County, _________ My Commission Expires __________________________. SURVEYOR'S CERTIFICATE I Daniel Ekrem hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this ______________ day of _____________________, 20______. _________________________________________ Daniel Ekrem Licensed Land Surveyor Minnesota License No. 57366 STATE OF MINNESOTA COUNTY OF _____________________ The foregoing Surveyor's Certificate was acknowledged before me this ______________ day of _____________________, 20______, by Daniel Ekrem, Licensed Land Surveyor, Minnesota License No. 57366. ________________________________________ ________________________________________ Notary Public, ___________________________ My Commission Expires __________________ CITY COUNCIL, CITY OF PRIOR LAKE, MINNESOTA This plat was approved by the City Council of the City of Prior Lake, Minnesota, this ______________ day of _____________________, 20______, and hereby certifies compliance with all requirements as set forth in Minnesota Statutes, Section 505.03, Subd. 2. By:___________________________________________________________________ Mayor Clerk SCOTT COUNTY SURVEYOR Pursuant to Minnesota Statutes, Chapter 389.09, Subd. 1, as amended, this plat has been reviewed and approved this ______________ day of _____________________, 20______. _________________________________ Scott County Surveyor SCOTT COUNTY AUDITOR/TREASURER I hereby certify that the current and delinquent taxes on the lands described within are paid and the transfer is entered this ______________ day of _____________________, 20______. By: _______________________________ Deputy SCOTT COUNTY RECORDER I hereby certify that this plat was recorded in the office of the County Recorder for record on this ______________ day of _____________________, 20______, at _____ o'clock ___.M. as Document Number ___________________ . _________________________________ Scott County Recorder VIERLING RIDGE SECOND ADDITION N00°53'35"W 30.32 N89°38'16"E 269.87S85°55'24"E 163.13 S85°03'06"E 164.57 S77°27'39 " E 3 3 6 . 4 1 R=8 23.00L=109.03Δ=7 °35'27" OUTLOT G N86°32'21"E 94.30 OUTLOT F OU T L O T D N89°44'10"E 322.64 N65°49'53"E 10.65 N0 0 ° 1 5 ' 5 0 " W 1 7 7 . 6 9 S89°44'10"W 63.37 S0 0 ° 0 0 ' 3 8 " W 3 3 1 . 1 0 S2 1 ° 2 7 ' 2 4 " E 83 . 0 7 R= 2 2 8 4 3 . 3 1 L=1 3 0 1 .6 3 Δ= 3 ° 15 ' 5 3 " C . B r g= S 0 ° 4 4 ' 21" W C .=13 01 . 4 5 S49°28'05"E 63.71 R=260.00 L=181.62 Δ=40°01'22" C.Brg=S69°23'36"W C.=177.95 S89°24'17"W 9.11 R=960.00 L=107.47 =6°24'51" C.Brg=N35°07'24"W C.=107.41 N46°44'41"E 71.56 N89°45'25"W 1046.44 N0 0 ° 1 3 ' 3 9 " W 6 2 0 . 2 7 N89°38'16"E 72.60 N89°23'17"E 152.59 S2 6 ° 4 9 ' 5 1 " E 15 4 . 7 4 S1 9 ° 4 2 ' 0 9 " E 2 5 2 . 2 7 N56° 3 9 ' 0 0 " E 1 8 5 . 4 0 N34°36'28"E 65.00 N57° 5 0 ' 2 3 " E 135. 0 0 N0 0 ° 3 5 ' 4 3 " W 3 7 0 . 0 4 R=340.00 L=295.00 Δ=49°42'43" S0 0 ° 1 4 ' 3 8 " W 2 2 6 . 3 0 R=260.00 L=100.41 =22°07'35" S2 1 ° 5 2 ' 5 7 " E 13 0 . 1 7 R=710.00 L=203.82 Δ=16°26'53" R=1040.00 L=112.00 =6°10'13" C.Brg=S35°14'43"E C.=111.94 S89°45'25"E 243.89 S0 0 ° 1 3 ' 4 1 " E 5 2 2 . 7 7 N33°09'15"E 23.99 N15°13'34"W 28.00 70.4 0 10.00 63 . 1 7 12 2 . 0 0 10.00 15.22 166.08 L=7.10 Δ=0°30'54" L=219.69 Δ=15°55'59" L=244.21Δ=41°09'09" 31 1 . 1 9 705.72 5.32 40 2 . 5 0 N21°52'57"W 36.16 S89°44'10"W 272.47 N60°5 4 ' 4 1 " W 1 2 3 . 8 3 S60°11'32"W 61.89 N68°59'47"W 67.40 S1 2 ° 3 2 ' 2 1 " W 1 4 9 . 2 2 N77°27'39"W 27.77 S1 2 ° 3 2 ' 2 1 " W 1 8 0 . 0 0 S81°41'04"W 15.17 L=50.79 Δ=8°33'34" 58 . 8 5 21 7 . 7 7 N89°38'16"E 202.65 S89°24'27"E 60.01 N89°38'16"E 130.06 N03°26'17"W 105.11 R=390.00 L=325.82 Δ=47°52'01" C .Br g=S67°07'18"W C.=316.43 N88°56'42"W 711.04 N49°28'05"W 66.86 R=260.00 L=225.58 Δ=49°42'43" R=340.00 L=131.30 =22°07'35" N2 1 ° 5 2 ' 5 7 " W 13 0 . 1 7 R=790.00 L=226.79 Δ=16°26'53" N0 0 ° 1 4 ' 3 8 " E 2 2 6 . 3 0 S80°53'08"W 1 4 1 . 7 5 S80°53'08"W 60.00 S68°07 ' 0 3 " W 1 4 8 . 4 0 N38 ° 0 9 ' 3 5 " W 86. 2 7 N2 2 ° 0 3 ' 1 0 " W 83 . 0 0 N27°40'46"W 41.76 N0 0 ° 1 4 ' 3 8 " E 2 2 1 . 7 5 N29°58'06"W 38.07 N1 4 ° 1 2 ' 3 2 " W 85 . 3 5 N0 7 ° 3 3 ' 1 2 " W 1 2 1 . 6 3 R=70.00 L=15.60 =12°46'05" C.Brg=N15°29'54"W C.=15.57 10.00 N89°44'10"E 552.06 N0 0 ° 1 5 ' 5 0 " W 14 7 . 2 2 S89°44'10"W 135.09 N00°15'50"W 76.50 N52°50'40"E 27.11 N00°15'50"W 60.00 N03°55'10"W 120.24170.33 1 S89°45'25"E 1046.44 N0 0 ° 3 5 ' 4 3 " W 55 5 . 1 6 1 VIERLING RIDGE SECOND ADDITION N89°45'25"W 1046.44 N89°38'16"E 72.60 N89°23'17"E 152.59 S2 6 ° 4 9 ' 5 1 " E 15 4 . 7 4 S1 9 ° 4 2 ' 0 9 " E 2 5 2 . 2 7 N56° 3 9 ' 0 0 " E 1 8 5 . 4 0 N34 ° 3 6 ' 2 8 " E 65. 0 0 N57° 5 0 ' 2 3 " E 135. 0 0 R=340.00 L=50.79 =8°33'34" C.Brg=N4°02'09"W C.=50.75 S0 0 ° 1 4 ' 3 8 " W 2 2 6 . 3 0 R=260.0 0 L=100.41 Δ=22°07'3 5 " S2 1 ° 5 2 ' 5 7 " E 13 0 . 1 7 R=710.00 L=203.82 Δ=16°26'53" R=1040.00 L=112.00 Δ=6°10'13" C.Brg=S35°14'43"E C.=111.94 N33°09'15"E 23.99 S89°45'25"E 243.89 S0 0 ° 1 3 ' 4 1 " E 5 2 2 . 7 7 S15°13'34"E 28.00 70.4 0 63 . 1 7 1 4 5 6 78 1 2 3 4 5 6 7 8 141615 9 3 4 18 19 22 24 13 12 1110 13 12 2 1 17 3 2 8 6 5 3 2 22 23 21192018 15 16 17 14 20 21 1 110 7 11 9 COACHMAN LANE NE LE O L A N E N00°35'43"W 58.85 N0 0 ° 1 3 ' 3 6 " W 2 1 7 . 7 7 S81°41'04"W 15.17 N89°38'16"E 202.65 S89°24'27"E 60.01 N89°38'16"E 130.06 1 2 2 N0 3 ° 2 6 ' 1 7 " W 10 5 . 1 1 30 . 0 0 30 . 0 0 30.01 30.00 32. 5 7 32. 4 3 L=30.17 Δ=1°46'55" 34 . 0 9 L=109.21 Δ=89°23'26" 42.7177.9163.02 L=66.07Δ=29°07'16" L=64.07 Δ=28°14'15" L=64.07 Δ=28°14'15" L=1.70 Δ=0°45'03"43 . 6 4 L=29.41 Δ=3°10'47" L=65.49 Δ=7°0 4'48" L=56.82 Δ=6°08'34"10.15 10.10 L=54.78 Δ=14°16'04" 3.88 58 . 0 2 L=112.79 Δ=92°19'04" 20.2765.0065.0065.0065.0065.0065.0077.50 99 . 6 5 L= 2 0 . 4 5 Δ=9 ° 4 5 ' 4 3 " L=25.90 Δ=12°21'51" 43 . 0 9 L=47.84 Δ=5°19'20" L=74.74 Δ=8°18'54" L=2 5 . 2 7 Δ=2°4 8 ' 3 9 " L=43.49 Δ=2°01'03" L=63.87 Δ=2°57'47" L=70.08 Δ=3°25'02" L=56.46 Δ=2°45'11" L=1 1 . 0 1 Δ=1°0 5 ' 4 8 " L=62.77 Δ=6°15'18" L=62.77 Δ=6°15'18" L=28 . 5 2 Δ=2°50 ' 2 9 " 35 . 5 0 7.59 L=53.89 Δ=17°09'10" L=15.62 Δ=4°58'24" 99 . 6 5 78.0085.75 100.50 65.00 65.00 65.00 65.00 65.00 65.00 65.00 65.00 65.00 26.02 L=47.30Δ=2 0°50'46"L=66.26 Δ=29°12'05" L=66.23 Δ=29°11'23" L=29.68 Δ=13°04'50" 41 . 3 3 20 . 5 7 L=55.05 Δ=11°15' 51" L=14.68 Δ=3°00'13" 20 . 2 5 L=42.65 Δ=5°11'56" L=75.59 Δ=9 °12'53" L=16.32 Δ=1°59'20" 43 . 6 4 L=110.00 Δ=90°02'21" 39.91 75.00 68.73 L=6.27 Δ=2°45'51"L=61.06Δ=26°54'37" L=62.95 Δ=27°44'37" L=62.64 Δ=27°36'24" L=9.91 Δ=4°21'57" 34 . 0 9 L=31.02 Δ=1°43'32" 88.43 12 6 . 6 0 39 . 7 0 L=90.32 Δ=19°54'11" 65.00 65.00 65.00 65.00 65.00 65.00 65.00 65.00 65.00 121.45 203.75 47.81 18 4 . 4 0 11 3 . 3 6 75 . 0 0 75 . 0 0 75 . 0 1 141.33 102.56 96 . 3 6 8. 7 5 14 2 . 7 7 75 . 0 0 112.9377.92 11.80 15 1 . 9 4 2.8 0 13 6 . 8 8 81 . 8 5 69 . 2 3 L=62.03 Δ=3°25'02" L=49.97 Δ=2°45'11" L=13.59 Δ=1°05'48" L=77.51 Δ=6°15'18" L=77.51 Δ=6°15'18" L=35 . 2 1 Δ=2°50 ' 2 9 " 35 . 5 0 94 . 6 7 L=10.09 Δ=2°13'23" N89°45'22"W 205.76 N54° 2 5 ' 2 1 " E 1 3 5 . 0 0 N52 ° 4 5 ' 5 8 " E 1 3 5 . 0 0 N59° 0 1 ' 1 6 " E 1 3 5 . 0 0 N65°1 6 ' 3 4 " E 1 3 5 . 0 0 N68°07 ' 0 3 " E 1 3 5 . 0 0 N0 0 ° 1 4 ' 3 8 " E 1 2 2 . 1 0 S85°16'14"W 149.46 S1 9 ° 4 2 ' 0 9 " E 4 2 8 . 9 2 76 . 6 2 69 . 2 3 71 . 7 3 68 . 4 7 31 . 5 6 49.39 87.8765.0065.0065.00 N89°34'34"W 282.87 S89°53'32"W 65.00 15.61 75.76 65.00 65.00 N0 0 ° 1 4 ' 3 8 " E 1 2 0 . 0 0 N0 0 ° 1 4 ' 3 8 " E 1 2 0 . 0 0 N0 0 ° 1 4 ' 3 8 " E 1 3 0 . 3 1 N0 0 ° 1 4 ' 3 8 " E 1 2 9 . 9 1 N0 0 ° 1 4 ' 3 8 " E 1 3 0 . 1 1 N0 0 ° 1 4 ' 3 8 " E 1 3 0 . 3 2 N0 0 ° 1 4 ' 3 8 " E 1 3 0 . 5 2 S59° 0 9 ' 5 8 " W 1 8 9 . 6 0 S54° 2 8 ' 5 0 " W 2 2 6 . 0 3 S53 ° 4 1 ' 1 3 " W 2 0 5 . 4 0 S89°34'34"E 261.99 S89°34'34"E 222.20 S89°34'34"E 190.72 N89°40'34"E 161.76 N61°2 6 ' 1 9 " E 1 4 8 . 2 0 N3 3 ° 1 2 ' 0 3 " E 1 9 0 . 9 9 N0 9 ° 5 2 ' 5 7 " E 1 3 9 . 4 7 N0 0 ° 2 3 ' 1 6 " E 1 3 6 . 0 1 N0 0 ° 2 3 ' 1 6 " E 1 3 4 . 9 9 S89°38'16"W 129.96 S57° 4 8 ' 2 2 " W 1 7 5 . 4 1 S3 0 ° 0 3 ' 4 5 " W 1 6 9 . 6 6 S0 0 ° 2 3 ' 1 6 " W 1 3 0 . 1 5 S0 0 ° 2 3 ' 1 6 " W 1 3 0 . 0 0 S0 0 ° 2 3 ' 1 6 " W 1 3 0 . 0 0 N89°36'44"W 260.34 N89°36'44"W 250.73 N89°36'44"W 230.22 N89°36'44"W 221.18 S79°28'52"W 2 2 4 . 7 3 S50 ° 1 7 ' 2 9 " W 2 6 0 . 3 0 S2 1 ° 0 5 ' 2 4 " W 1 3 8 . 1 8 S0 0 ° 1 4 ' 3 8 " W 1 2 0 . 6 3 S0 0 ° 1 4 ' 3 8 " W 1 2 0 . 6 3 S0 0 ° 1 4 ' 3 8 " W 1 2 0 . 6 3 S0 0 ° 1 4 ' 3 8 " W 1 2 0 . 6 2 S0 0 ° 1 4 ' 3 8 " W 1 2 0 . 6 2 S0 0 ° 1 4 ' 3 8 " W 1 2 0 . 6 2 S0 0 ° 1 4 ' 3 8 " W 1 2 0 . 6 2 S0 0 ° 1 4 ' 3 8 " W 1 2 0 . 6 2 S0 0 ° 1 4 ' 3 8 " W 1 2 0 . 6 2 S0 0 ° 1 4 ' 3 8 " W 1 2 0 . 6 2 10.31 12 0 . 0 0 10.00 70.48 78.97 75.0075.00109.59 0.75 112. 0 6 112. 0 0 112.00 112.00 119.00 L=8.38 Δ=3°41'32" 142.59 10.00 S89°45'25"E 243.89 S0 0 ° 1 3 ' 4 1 " E 52 2 . 7 7 75 . 0 0 141.33 S0 0 ° 2 3 ' 1 6 " W 13 0 . 1 5 75.00 0.75 2120 17 1 N89°36'44"W 260.34 99 . 6 5 L= 2 0 . 4 5 Δ=9 ° 4 5 ' 4 3 " 182 19 LE O L A N E INSET A VIERLING RIDGE SECOND ADDITION R=390.00 L=325.82 Δ=47°52'01" C.Brg=S67°07'18"W C.=316.43 N88°56'42"W 5.32 N49 ° 2 8 ' 0 5 " W 66.8 6 R=260.00 L=225.58 Δ=49°42'43 " N0 0 ° 1 4 ' 3 8 " E 2 2 6 . 3 0 R=340.00 L=131.3 0 Δ=22°07 '3 5 " N2 1 ° 5 2 ' 5 7 " W 1 3 0 . 1 7 R=790.00 L=7.10 =0°30'54" C.Brg=S22°08'24"E C.=7.10 1 8 21 7 8 765 4 3 2 1 14 13 12 11 10 9 8 7 6 5 2 6 5 4 3 6 3 45 OUTLOT E 4BE R N A R D L A N E COACHMAN LANE NE N80°53'08"E 1 4 1 . 7 5 S80°53'08"W 60.00 N68°07 ' 0 3 " E 1 4 8 . 4 0 N38 ° 0 9 ' 3 5 " W 86. 2 7 N2 2 ° 0 3 ' 1 0 " W 83 . 0 0 N2 7 ° 4 0 ' 4 6 " W 41 . 7 6 N0 0 ° 1 4 ' 3 8 " E 2 2 1 . 7 5 N29°58'06"W 38.07 N1 4 ° 1 2 ' 3 2 " W 85 . 3 5 N0 7 ° 3 3 ' 1 2 " W 1 2 1 . 6 3 R=70.00 L=15.60 =12°46'05" C.Brg=N15°29'54"W C.=15.57 S21°52'57"E 36.1610.00 1.09 2.14 0.4 9 R=60.00L=226.0 4 Δ=215°50'57" 14.66 45 . 3 6 14.43 22 . 0 5 42 . 1 7 10.24 R=86.00 L=26.90 Δ=17°55'29" R=86.00 L=26.90 Δ=17°55'29" 20 . 6 4 L=20 . 9 7 Δ=10°0 0 ' 3 8 " L=44.93 Δ=21°27'01" L=8.90 Δ=4°15'06" L=38.40 Δ=16°55'32" L=42.24 Δ=18°36'59" L=31.11 Δ=13°42'46" L=19.48 Δ=8°35'02" 22 . 1 0 41 . 5 0 49 . 0 0 49 . 0 0 24 . 1 7 L=30.11 Δ=7°50'29"L=3 8.3 2 Δ=7 ° 50'29" 32 . 0 9 54.00 41.50 41.50 59.00 30 . 0 0 30 . 0 0 59.0041.50 93 . 6 8 L=70.66 Δ=57°50'19" L=26.43 Δ=8°24'44" L= 1 0 . 0 5 Δ=3° 1 1 ' 5 6 " L=3 9 . 0 1 Δ=12° 2 5 ' 0 0 " L=36.71 Δ=11°41'06" 5.05 41 . 5 0 10.25 L=28.97 Δ=12°46'05 " 3.24 41.5054.00 N1 0 ° 1 9 ' 3 7 " E 4 2 . 1 7 S2 5 ° 3 1 ' 2 0 " E 7 4 . 4 5 63 . 2 1 41 . 5 0 25 . 4 6 L=16. 0 5 Δ=2°42'1 6 " L=39.29 Δ=6°37'14 " L=75.96 Δ=12° 48 ' 0 5 " 39 . 7 0 12 2 . 0 0 L=37.03 Δ=8°09'35" 4.60 L=142.45 Δ=31°23'32" L=4 6 . 1 0 Δ=10 ° 0 9 ' 3 5 " 44.4 3 21.9 4 35 . 0 7 41 . 5 0 45 . 0 6 43 . 6 8 41 . 6 7 49 . 0 0 49 . 0 0 41 . 5 0 41 . 5 0 40 . 7 5 41 . 5 0 41 . 5 0 43. 0 3 43. 2 3 L=27.07 Δ=25°50'49" L=50.02 Δ=47°46'07" L=39.21 Δ=37°26'44" L=51.56Δ=49°14'24" L=31.42 Δ=30°00'06" L=26.75 Δ=25°32'48" S44 ° 0 0 ' 5 8 " W 49. 2 2 S77°26'33 " W 1 1 1 . 7 3 N67°56 ' 5 0 " E 1 5 4 . 9 4 N67°56 ' 5 0 " E 1 3 2 . 6 1 N67°56 ' 5 0 " E 1 2 5 . 8 1 S89°45'22"E 127.70 S89°45'22"E 126.24 S89°45'22"E 126.24 S89°45'22"E 126.24 S89°45'22"E 126.09 N80°56'59"E 1 4 5 . 0 0 N80°56'59"E 1 4 1 . 1 3 N80°56'59"E 1 3 2 . 2 0 N82°52'26"E 125 . 2 6 N82°52'26"E 15 0 . 8 5 S48 ° 2 9 ' 5 7 " W 1 6 5 . 3 3 S48 ° 2 9 ' 5 7 " W 1 4 7 . 7 5 S48 ° 2 9 ' 5 7 " W 1 2 3 . 7 9 S74°46'5 0 " W 36.16 N89°45'22"W 184.57 N89°45'22"W 194.68 S0 0 ° 1 4 ' 3 8 " W 1 2 2 . 0 0 S0 0 ° 1 4 ' 3 8 " W 1 2 2 . 0 0 S0 0 ° 1 4 ' 3 8 " W 1 2 2 . 0 0 N0 0 ° 1 4 ' 3 8 " E 1 6 8 . 5 9 N0 0 ° 1 4 ' 3 8 " E 1 3 9 . 7 9 N0 0 ° 1 4 ' 3 8 " E 1 3 0 . 3 6 S68°07 ' 0 3 " W 1 3 9 . 1 1 S68°07 ' 0 3 " W 1 3 5 . 0 0 S68°07 ' 0 3 " W 1 3 5 . 0 0 N68°07 ' 0 3 " E 1 5 8 . 6 9 10.00 30.00 30.00 59.0041.5041.5052.68 42.56 111.73 1 N68°07 ' 0 3 " E 148.40 N38 ° 0 9 ' 3 5 " W 86. 2 7 10.00 43. 2 3 5 14 N0 7 ° 3 3 ' 1 2 " W 1 2 1 . 6 3 35 . 0 7 41 . 5 0 N82°52'26"E 15 0 . 8 5 OUTLOT E 5 R=340.00 L=131.30 Δ=22°07'35" N2 1 ° 5 2 ' 5 7 " W 13 0 . 1 7 25 . 4 6 L=16.05 Δ=2°42'16" L=39.29 Δ=6°37'14" S77°26'33 " W 1 1 1 . 7 3 S68°07 ' 0 3 " W 1 3 9 . 1 1 S68°07 ' 0 3 " W 1 3 5 . 0 0 6 54 INSET B VIERLING RIDGE SECOND ADDITION N89°44'10"E 552.06 N00°15'50"W 25.22 S89°44'10"W 135.09 N0 0 ° 1 5 ' 5 0 " W 76 . 5 0 N52°50'40"E 27.11 N0 0 ° 1 5 ' 5 0 " W 60 . 0 0 N03°55'10"W 120.24 1 2 3 4 5 6 7 1 2 3 4 5 6 8 1 2 3 4 5 6 9123456 10 123456 11 1234 12 123456 13 123456 14 OUTLOT B OUTLOT A 1 2 3 4 5 6 CA R R I A G E MICHAEL WAY S77°27'39 " E 1 7 0 . 3 3 10.00 OUTLOT C S1 2 ° 3 2 ' 2 1 " W 1 8 0 . 0 0 N77°27'39"W 27.77 S1 2 ° 3 2 ' 2 1 " W 1 4 9 . 2 2 N68°59 ' 4 7 " W 6 7 . 4 0 S60°1 1 ' 3 2 " W 6 1 . 8 9 N60°5 4 ' 4 1 " W 1 2 3 . 8 3 S89°44'10"W 272.47 10.00 LA N E N E 132.59 358.1030.69 30.69 48 . 9 4 L=38.13 Δ=12° 08 ' 14 " 34 . 3 1 336.12 61 . 8 4 L= 2 5 . 4 2 Δ=1 2 ° 0 8 ' 1 4 " 34 . 3 1 75.35 L=118.43 Δ=12 °48'11" 97.41 69.64 L=105.02 Δ=12°4 8'11"471.47 30 . 0 0 30 . 0 0 30 . 0 0 30 . 0 0 S0 0 ° 1 5 ' 5 0 " E 7 6 . 5 0 S0 0 ° 1 5 ' 5 0 " E 7 6 . 5 0 S0 0 ° 1 5 ' 5 0 " E 7 6 . 5 0 S0 0 ° 1 5 ' 5 0 " E 7 6 . 5 0 S0 0 ° 1 5 ' 5 0 " E 7 6 . 5 0 S0 0 ° 1 5 ' 5 0 " E 7 6 . 5 0 S89°44'10"W 151.67 S89°44'10"W 151.67S89°44'10"W 151.67 S89°44'10"W 151.67 S0 0 ° 1 5 ' 5 0 " E 7 6 . 5 0 S0 0 ° 1 5 ' 5 0 " E 7 6 . 5 0 S0 0 ° 1 5 ' 5 0 " E 7 6 . 5 0 S0 0 ° 1 5 ' 5 0 " E 7 6 . 5 0 S0 0 ° 1 5 ' 5 0 " E 7 6 . 5 0 S0 0 ° 1 5 ' 5 0 " E 7 6 . 5 0 S0 0 ° 1 5 ' 5 0 " E 7 6 . 5 0 S0 0 ° 1 5 ' 5 0 " E 7 6 . 5 0 S0 0 ° 1 5 ' 5 0 " E 7 6 . 5 0 S0 0 ° 1 5 ' 5 0 " E 7 6 . 5 0 S0 0 ° 1 5 ' 5 0 " E 7 6 . 5 0 S0 0 ° 1 5 ' 5 0 " E 7 6 . 5 0 S0 0 ° 1 5 ' 5 0 " E 7 6 . 5 0 S0 0 ° 1 5 ' 5 0 " E 7 6 . 5 0 S0 9 ° 3 9 ' 5 9 " W 7 6 . 5 0 S0 9 ° 3 9 ' 5 9 " W 7 6 . 5 0 S0 9 ° 3 9 ' 5 9 " W 7 6 . 5 0 S0 9 ° 3 9 ' 5 9 " W 7 6 . 5 0 S0 9 ° 3 9 ' 5 9 " W 7 6 . 5 0 S0 9 ° 3 9 ' 5 9 " W 7 6 . 5 0 S0 9 ° 3 9 ' 5 9 " W 7 6 . 5 0 N80°20'01"W 1 5 1 . 6 7 N80°20'01"W 1 5 1 . 6 7 S89°44'10"W 151.67 S89°44'10"W 151.67 N0 0 ° 1 5 ' 5 0 " W 7 6 . 5 0 N0 0 ° 1 5 ' 5 0 " W 7 6 . 5 0 N0 0 ° 1 5 ' 5 0 " W 7 6 . 5 0 N0 0 ° 1 5 ' 5 0 " W 7 6 . 5 0 N0 0 ° 1 5 ' 5 0 " W 7 6 . 5 0 N0 0 ° 1 5 ' 5 0 " W 7 6 . 5 0 N0 0 ° 1 5 ' 5 0 " W 7 6 . 5 0 N0 0 ° 1 5 ' 5 0 " W 7 6 . 5 0 N0 0 ° 1 5 ' 5 0 " W 7 6 . 5 0 N0 0 ° 1 5 ' 5 0 " W 7 6 . 5 0 N0 0 ° 1 5 ' 5 0 " W 7 6 . 5 0 N0 0 ° 1 5 ' 5 0 " W 7 6 . 5 0 N0 0 ° 1 5 ' 5 0 " W 7 6 . 5 0 N0 0 ° 1 5 ' 5 0 " W 7 6 . 5 0 N89°44'10"E 151.67 N89°44'10"E 151.67 N89°44'10"E 151.67 N89°44'10"E 151.67N89°44'10"E 103.67 N89°44'10"E 103.67 N0 0 ° 1 5 ' 5 0 " W 7 6 . 5 0 N0 0 ° 1 5 ' 5 0 " W 7 6 . 5 0 N0 0 ° 1 5 ' 5 0 " W 7 6 . 5 0 N0 0 ° 1 5 ' 5 0 " W 7 6 . 5 0 N0 0 ° 1 5 ' 5 0 " W 7 6 . 5 0 N1 2 ° 3 2 ' 2 1 " E 7 6 . 5 0 N1 2 ° 3 2 ' 2 1 " E 7 6 . 5 0 N1 2 ° 3 2 ' 2 1 " E 7 6 . 5 0 N1 2 ° 3 2 ' 2 1 " E 7 6 . 5 0 N1 2 ° 3 2 ' 2 1 " E 7 6 . 5 0 N1 2 ° 3 2 ' 2 1 " E 7 6 . 5 0 N1 2 ° 3 2 ' 2 1 " E 7 6 . 5 0 S77°27'39 " E 1 5 1 . 6 7 S77°27'39 " E 1 5 1 . 6 7 27.8324.0024.0024.0024.0027.84 27.84 24.00 24.00 24.00 24.00 27.83 27.84 24.00 24.00 24.00 24.00 27.83 27.8324.0024.0024.0024.0027.84 27.84 24.00 24.00 24.00 24.00 27.83 27.8324.0024.0024.0024.0027.84 27.83 24.00 24.00 24.00 24.00 27.84 27.8424.0024.0024.0024.0027.83 27.83 24.00 24.00 24.00 24.00 27.84 27.8424.0024.0024.0024.0027.83 27.84 24.00 24.00 24.00 24.00 27.83 27.83 24.00 24.00 24.00 24.00 27.84 27.83 24.00 24.00 24.00 24.00 27.84 27.84 24.00 24.00 24.00 24.00 27.83 27.83 24.00 24.00 27.84 27.8424.0024.0027.83 S83°45'50"W 12.27 S89°44'10"W 12.20S77°48'11"W 10.66 N0 6 ° 4 8 ' 3 6 " E 5 7 . 6 2 S44°17'28"W 18.22 S24°37'13"W 29.15 N09°35'28"W 16.19 S85°37'54"E 25.71 S18°12'46"E 29.96 N58°41'17"E 29.08 S47°59'30"E 22.30 S46°58'12"W 41.97 S89°44'10"W 12.20 N22°40'15"W 30.83 N14°58'01"E 15.55 1 96 10 S0 0 ° 1 5 ' 5 0 " E 7 6 . 5 0 S0 9 ° 3 9 ' 5 9 " W 7 6 . 5 0 N80°20'01"W 151.67 N80°20'01"W 151.67 S89°44'10"W 151.67 S89°44'10"W 151.67 27.84 27.84 27.83 S77°48'11"W 10.66 OU T L O T C S89°44'10"W 135.09 N0 0 ° 1 5 ' 5 0 " W 76 . 5 0 7 5 6 27.8324.00 S0 0 ° 1 5 ' 5 0 " E 76 . 5 0 1 14 N0 0 ° 1 5 ' 5 0 " W 7 6 . 5 0 N89°44'10"E 151.67 N89°44'10"E 151.67 27.84 27.84 OU T L O T A INSET C VIERLING RIDGE SECOND ADDITION Page 1 DEVELOPMENT AGREEMENT VIERLING RIDGE SECOND ADDITION PROJECT # PDEV26-000026 This Development Agreement (“Agreement”) is entered into this ___ day of __________, 20____, by and between the City of Prior Lake, a Minnesota municipal corporation ("City"), and Pulte Homes of Minnesota, LLC, a Minnesota limited liability company (“Developer”). WHEREAS, Developer has acquired property located within the City of Prior Lake, County of Scott, legally described on Exhibit A (“Property”); WHEREAS, Developer has applied to the City for Final Plat approval for the construction of forty-six townhome units, thirty twin home units and fifty-four single-family homes for a total of one hundred and thirty units. NOW, THEREFORE, in consideration of the City adopting Resolution No. ____________ (“Resolution”) approving the Final Plat and Final Planned Unit Development (PUD) Plan for Vierling Ridge Second Addition and the related public improvements on the Property, Developer agrees to construct, develop and maintain the Property as follows: Page 2 1. RIGHT TO PROCEED. The City shall not issue a grading or building permit and Developer shall not grade or otherwise disturb the earth, remove trees, develop, construct upon or maintain the Property in any manner, or begin the Development Work until all of the following conditions have been satisfied: 1) this Agreement has been fully executed by all parties and recorded in the office of the Scott County Recorder or Registrar or Titles as applicable; 2) the necessary Security, fees and insurance have been received by the City, and 3) the City Engineer or designee has issued a letter that all conditions have been satisfied and that the Developer may proceed. 2. PHASED DEVELOPMENT. This Agreement represents approval only of the units identified above and the related improvements set forth on the final Plat and Plans. It does not represent approval of any additional development including any proposed future phases. If the final Plat is a phase of a multi-phased preliminary Plat, the Developer shall submit, in accordance with City Code, a staging plan for City Council approval which may allow the Developer more than one (1) year to subdivide the Property into lots and blocks. If the final Plat is a phase of a multi-phased preliminary Plat, the City may refuse to approve final plats of subsequent phases or other Plats within the City if the Developer has breached this Agreement or any terms or conditions set out in the Resolution and the breach has not been remedied. In addition, no other subsequent phases may proceed until the City approves development agreements for such phases. Fees and charges collected by the City in connection with infrastructure, public improvements and parkland dedication requirements are not being imposed on outlots, if any, in the final Plat that are designated in an approved preliminary Plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are subdivided into lots and blocks. 3. DEVELOPMENT PLANS. A. The Property shall be developed in accordance with the final plans identified below, subject to such changes and modifications as provided herein (“Plans”). The Plans shall not be attached to this Agreement but are incorporated by reference and made a part of this Agreement as if fully set forth herein. Page 3 If the Plans vary from the written terms of this Agreement, the more specific or stringent controls shall apply. The Plans are: Plan A -- Vierling Ridge Second Addition Final Plat Set issued for City submittal (prepared by Alliant Engineering, Inc., dated 10/12/26 and including Cover Sheet; Details; Existing Conditions & Demo Plan – Overview; Existing Conditions & Dem Plan – View A – View; Site Plan – Overview; Site Plan – View A- View D; Site Plan – Notes; Grading & Drainage Plan – Overview; Grading & Drainage Plan – View A – View D; Grading Details; Erosion & Sediment Control Plan – Overview; Erosion & Sediment Control Plan – View A – View D; Vertical Erosion And Sediment Control Plan; Erosion & Sediment Control Notes and Details; Sanitary Sewer & Watermain Plan – Overview; Sanitary Sewer & Watermain Plan & Profile; Storm Sewer Plan – Overview; Storm Sewer Plan & Profile; Intersection Details; Signage Plan; Landscaping Plan – Overview; Landscaping Plan – View A – View D; Landscaping Plan – Enlargements & Details Plan B -- Intersection Sight Distance Exhibit for Leo Lane and Coachman Lane NE; Coachman Lane NE and Bernard Lane; and Carriage Lane NE and Michael Way completed by Alliant Engineering, Inc. dated 10/12/26 B. In addition, Developer shall grade, construct upon, and improve the Property pursuant to all requirements of this Agreement, the Resolution, the Prior Lake City Code, and the City's Public Works Design Manual (“PWDM”). All improvements and other work required by the Plans, the Developer Installed Improvements, and such other work as is required by this Agreement, the Resolution or the parties identified above are hereafter referred to as the "Development Work." Developer shall be responsible for all costs related to the Development Work. 4. DEVELOPER INSTALLED IMPROVEMENTS. A. The Developer shall install and pay for the following public improvements which shall be dedicated or conveyed to the public, and which are hereafter referred to as the “Developer Installed Improvements”: Water System, Storm Sewer, Streets, Concrete Curb and Gutter, Street Lights, and Site Grading, Underground Utilities, Traffic Control Signs, Sidewalks, Trails, and Landscaping. B. Developer shall complete all Developer Installed Improvements and obtain the City’s written acceptance of the Developer Installed Improvements no later than December 31, 2027. Page 4 C. As a condition of the City’s acceptance of the Developer Installed Improvements, the Developer’s engineer shall by written letter certify to the City that the Developer’s engineer made reasonable inspections of the Developer Installed Improvements and that the Developer Installed Improvements were built in accordance with this Agreement. D. Prior to acceptance of the Developer Installed Improvements by the City, Developer shall post maintenance bonds, in a form acceptable to the City, naming the City as obligee, which secure all warranties identified in this Agreement. These maintenance bonds shall be in addition to, and not in lieu of, the Security required by this Agreement. E. Upon the City’s written acceptance, by City Council Resolution, of the Developer Installed Improvements, the Developer Installed Improvements shall automatically become property of the City without further notice or action. The Developer shall be responsible for all maintenance until written acceptance by the City of the Developer Installed Improvements. The City will not unreasonably delay action on such resolution. F. Under no circumstances shall Developer charge or assess, directly or indirectly, any fee, charge, assessment or consideration, to any party, for connection or access to, or service by, any Developer Installed Improvement. 5. PROJECT TESTING. The Developer is responsible, at the Developer’s sole cost, to provide testing to certify that Developer Installed Improvements were completed in compliance with the Plans. The personnel performing the testing shall be certified by the Minnesota Departmen t of Transportation. The City Engineer, in its reasonable discretion, may determine that additional testing is necessary. The cost of additional testing is to be paid by the Developer. 6. AS-BUILTS. A. Within 30 days after the completion of the Developer Installed Improvements Developer shall supply the City a complete set of reproducible “as constructed” plans, and four complete sets of blue Page 5 line “as constructed” plans, all prepared in accordance with City standards. In addition, Developer shall provide the City with an as built grading plan and a certification by a registered land surveyor or engineer that all ponds, swales, and ditches have been constructed on public easements or land owned by the City. The Security shall not be released until the as-builts have been received by the City. The as-built plan shall include field verified elevations of the following: a) cross sections of ponds, b) location and elevations along all swales and ditches, and c) lot corners and house pads. The Developer shall also submit a land tabulation certified by a registered engineer showing that all pads have been corrected in accordance with project specifications. B. Upon completion of the project the Developer shall provide the City with as-built utility plans in electronic format compatible with the City’s current software and with layers, colors, and line-types formatted in accordance with City standards. Additionally, three (3) full size (22 X 34 inch) paper copies and one (1) reduced (11 X 17 inch) copy shall be certified and submitted to the City. 7. MONUMENTS. Before the Security is released, Developer shall install iron monuments in accordance with Minn. Stat. §505.021. The Developer's surveyor shall submit a written notice to the City certifying that the monuments have been installed. 8. WARRANTY. Developer warrants all Developer Installed Improvements against any defects, poor material and faulty workmanship for a period of two years after its completion by Developer and acceptance by the City. Any replacement work shall be so warranted for two years after its completion by Developer and acceptance by the City. All landscaping, including but not limited to, trees, bushes, shrubs, grass and sod, shall be warranted to be alive, of good quality and disease free for 12 months after planting. Any replacements shall be warranted for 12 months after planting of the replacement. 9. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a non-revocable license to enter the Property to perform all work and inspections deemed appropriate by the City in conjunction with the development of the Property. Page 6 10. EROSION CONTROL. A. Developer shall be responsible for constructing and maintaining all grading, storm water/drainage infrastructure, and erosion control in compliance with the Plans, the City Engineer’s requirements, and the individual building/grading plan for each specific lot, until the City has accepted the Developer Installed Improvements in writing. B. Developer shall install silt fence prior to lot construction to avoid erosion to adjoining properties, public sidewalk or the public street; locate all garbage roll offs and dumpsters, or cause the same to be located, on the Property and not on public property or within the City approved construction staging area; and install protection at catch basins to prevent silt and debris from entering the storm sewer. C. Developer shall seed or lay cultured sod in all boulevards and restore all other areas disturbed by the Development Work within thirty (30) days of the completion of street related improvements. Boulevard and Area Restoration shall be in accordance with the approved erosion control plan and SWPPP. No building permits will be issued until the Developer has installed silt -fence behind the curb of all buildable lots. Developer shall be responsible for the maintenance of any silt fence installed. Upon request of the City Engineer, the Developer shall remove the silt fences after turf establishment. D. Prior to initiating site grading, the erosion control plan and SWPPP shall be implemented by the Developer and inspected and approved by the City Engineer. The City may require the Developer, at no cost to the City, to install additional erosion control measures if they are necessary to meet erosion control objectives. All areas disturbed shall be reseeded immediately after the completion of the work in that area. All seeded areas shall be mulched, and disc anchored as necessary for seed retention. E. No development, utility or street construction will be allowed unless the Property is in full compliance with the erosion control requirements. 11. CONSTRUCTION ACCESS. Developer shall submit a map identifying construction access routes and staging areas for review and approval by the Public Works Director. No construction traffic is Page 7 permitted on Carriage Hill Rd NE or other local streets not in the immediate vicinity of the Property after the connection with Fountain Hills Drive at CH21 is completed. 12. IMPROVEMENTS REQUIRED BEFORE ISSUANCE OF BUILDING PERMITS. A. Wetland Buffer Signage must be installed prior to the issuance of any building permits within the Property and in accordance with the requirements of the Public Works Design Manual (Part III, Hydrology Rules). B. No building permits for any building on the property may be issued until water and sanitary sewer improvements have been installed and said improvements have been inspected and determined by the City Engineer or his/her designee to be available for use. Up to 15% of the available lot building permits may be issued once streets are completed to base course. No temporary or permanent Certificate of Occupancy's shall be issued until streets are completed to wear course and said improvements have been inspected and determined by the City Engineer or his/her designee to be available for use. 13. CONSTRUCTION OBSERVATION. The City’s authorized personnel shall provide construction observation during the installation of the Developer Installed Improvements in accordance with the PWDM. These services by the City shall include: A. Construction observation during installation of required Developer Installed Improvements, which include grading, sanitary sewer, water main, storm sewer/ponding and street system. B. Documentation of construction work and all testing of Developer Installed Improvements. C. Field document as-built location dimensions for sanitary sewer, water main and storm sewer facilities. The Developer’s Engineer is responsible for data collection and preparation of as-built record plans. D. Erosion Control inspections. 14. DEDICATIONS, CONVEYANCES, EASEMENTS AND VACATIONS . A. Developer shall convey to the City by separate conveyance document, an easement for sidewalk purposes for the property identified in Plan A. Page 8 B. Developer shall obtain the City Engineer’s written approval of the form of the conveyance documents and the location of all easements or fee title conveyances required by this Agreement. C. With respect to any interest in all portions of the Property which Developer is required, pursuant to this Agreement, to dedicate or convey to the City ("Dedicated Property"), Developer represents and warrants as follows now and at the time of dedication or conveyance: (i) that Developer has marketable fee title free and clear of all mortgages, liens, and other encumbrances to the Dedicated Property. Prior to final plat approval, Developer shall provide to the City a current title insurance policy insuring such a condition of title; (ii) that Developer has not used, employed, deposited, stored, disposed of, placed or otherwise allowed to come in or on the Dedicated Property, any hazardous substance, hazardous waste, pollutant, or contaminant, including, but not limited to, those defined in or pursuant to 42 U.S.C. § 9601, et. seq., or Minn. Stat., Sec. 115B.01, et. seq. (such substances, wastes, pollutants, and contaminants hereafter referred to as "Hazardous Substances"); (iii) that Developer has not allowed any other person to use, employ, deposit, store, dispose of, place or otherwise have, in or on the Property, any Hazardous Substances; and (iii) that to the best of its knowledge, Developer warrants that no previous owner, operator or possessor of the Property deposited, stored, disposed of, placed or otherwise allowed in or on the Property any hazardous substances. D. Developer agrees to indemnify, defend and hold harmless City, its successors and assigns, against any and all loss, costs, damage and expense, including reasonable attorneys’ fees and costs, that the City incurs because of the breach of any of the above representations or warranties and/or resulting from or due to the release or threatened release of Hazardous Substances which were, or are claimed or alleged to have been, used, employed, deposited, stored, disposed of, placed, or otherwise located or allowed to be located, in or on the Dedicated Property by Developer, its employees, agents, contractors or representatives. 15. DEPOSITS/ESCROWS. Page 9 A. Construction Observation Deposit. Developer shall be responsible for all construction observation costs incurred by the City relating to this Agreement. Developer shall make a cash deposit with the City or construction observation. If the cash deposit is exhausted, the City Engineer or his/her designee may require that Developer submit additional funds to replenish the cash deposit. Alternatively, the City Engineer or his/her designee may invoice the Developer directly for such costs and Developer shall pay all such invoices within thirty (30) days of receipt. City may cease all work and review of the Development Work until the invoice is paid and/or the cash deposit is replenished. Any balance remaining in the cash deposit after the City Council’s final acc eptance of the Developer Installed Public Improvements shall be returned to the Developer. 16. PARK DEDICATION FEES. Prior to any work occurring on the Property, Developer shall pay cash park fees as required by City Code in effect as of the date of the PUD approval, as specified in Exhibit B. 17. FEES. Developer shall pay the fees set forth in Exhibit B prior to any work occurring on the Property. Such fees may include but are not limited to the following: A. Administrative Fee. Developer shall pay to the City an Administrative Fee based on construction cost estimates to reimburse the City for such costs. Any costs incurred by the City in excess of the Administrative Fee shall be the responsibility of the Developer. B. Construction Observation Deposit. Developer shall make a cash deposit with the City for construction observation. Any costs incurred by the City in excess of the deposit shall be the responsibility of the Developer. City shall invoice the Developer for such costs and Developer shall pay all such invoices within ten (10) days of receipt. Any balance remai ning after the City’s final acceptance of the Developer Installed Improvements shall be returned to the Developer. C. Tree Preservation and Replacement. D. Trunk Storm Water Acreage Charge. Page 10 E. Trunk Water Acreage Charge. F. Trunk Sewer Acreage Charge. 18. MAINTENANCE OF PLATTED LOTS. Developer shall provide ongoing maintenance of all platted lots on the Property, including but not limited to mowing and weed control, sidewalk clearing (ice, snow, building materials, eroded materials, and other debris), storm water and erosion control, and other maintenance issues for which the Developer receives notice from the City Manager or his/her designee. Developer’s obligations pursuant to this paragraph shall continue until such time as the City has accepted the Developer Installed Improvements in writing. 19. OVERSIZING. Oversizing is the construction of a Developer Installed Improvement to City specifications that exceeds those that would be required of the Developer in order to serve additional development. Oversizing improvements include, but are not limited to, sanitary sewer, water, storm drainage facilities, and road improvements. If the City Engineer determines that oversizing is required, the City shall reimburse the Developer for the costs associated with this work. City and Developer agree that the cost of system oversizing to be reimbursed to the Developer is based upon a cost estimate by the Developer’s contractor to be provided by the Developer and approved by the City Engineer and application of the City's Assessment Policy based on a final engineering design as described in Exhibit B. 20. LANDSCAPING (Single-Family Residential). In accordance with the City Subdivision Ordinance, each residential lot on the Property must have at least two (2) front yard trees. The City shall not issue a building permit for a lot until two (2) front yard trees are planted or retained and a cash escrow or letter of credit for the lot in question’s landscaping is provided to the City. The City shall not issue a certificate of occupancy for a lot until the front yard, boulevard, and side yards to the rear of every structure have been sodded, weather permitting. If the required landscaping is not installed, the City is granted a right of entry to enter upon the lot and install the landscaping using the escrowed funds or letter of credit. Upon satisfactory Page 11 completion of the landscaping on the lot, the escrowed funds less any draw made by the City, shall be returned to the person who deposited the funds with the City. 21. LANDSCAPING (Special Provisions). Landscaping for the Property shall comply with Plan D. Developer shall warrant all required trees, whether the trees are to be retained or planted, for one (1) year from the later of: (i) the planting of the tree; or (ii) the issuance of a certificate of occupancy to the lot upon which the tree is located. A tree replaced under this warranty shall be warranted an additional year (1) year from the date of the planting of the replaced tree. In additional to all other security required under this Agreement, Developer shall provide to the City a cash escrow or letter of credit in the amount specified in Exhibit B to secure the planting and retainage of the required trees and to secure this warranty. If Developer fails to plant or retain the required trees or fails to comply with this warranty within 30 days after written notice thereof to Developer, the City may draw upon the escrowed funds or letter of credit to plant or replace required trees. Developer may periodically request reductions of the escrowed funds or letter of credit and the City may approve such a request in an amount of the value of each healthy tree for which the warranty has expired as determined by the City. No tree plantings shall be placed within five (5) feet of a sanitary sewer, storm sewer, or water main line. All plantings permitted in public right-of-way/boulevard areas shall be placed a minimum four (4) feet behind the curb, be of deciduous species (no coniferous species), and be located outside of a fifty (50) foot sight triangle at street corners. 22. SECURITY. A. To guaranty compliance with the terms of this Agreement, Developer shall furnish the City an irrevocable letter of credit or other security deemed acceptable to the City in the following amounts: i. 125% of projected costs for the Developer Installed Improvements as certified to by a registered engineer and approved by the City Engineer or his/her designee. ii. 125% of projected costs for the grading, drainage and erosion control plan, including storm water calculations from proposed impervious surfaces as certified by a registered engineer and approved by the City Engineer or his/her designee. Page 12 iii. 125% of projected costs for the landscape plan as certified by a registered engineer and approved by the City Engineer or his/her designee. B. This breakdown is for historical reference; it is not a restriction on the use of the Security. C. The irrevocable letter of credit or other security deemed acceptable to the City is referred to throughout this Agreement as the “Security.” The Security shall be in the form attached hereto as Exhibit C, from a bank approved by the City. The bank shall be authorized to do business in the State of Minnesota. The Security shall extend through completion and acceptance (including the expected warranty period) by the City of the Development Work. D. In the event that Developer fails to comply with the terms of this Agreement within 30 days after written notice thereof to Developer, the City may draw on the Security in whole or in part without notice by delivering or mailing by certified mail to the issuer a statement identifying the amount of the draw and reason for the draw. Notwithstanding the foregoing, the City may draw on the Security in whole or in part without notice in an emergency situation, including, but not limited to, a sewer or water leak. In addition, if the Development Work is not completed at least 30 days prior to the expiration of the Security, the City may draw on the Security in the same manner. The City shall not be under any obligation to cure any breach of the terms of this Agreement with the proceeds from the Security, but may, at the City’s sole option, cure the breach or retain the proceeds from the Security until Developer cures the breach. In the event the breach is fully cured by Developer, the City shall then release to Dev eloper such retained draw proceeds, less any expenses incurred by the City as a result of the breach (including but not limited to engineer’s, attorney’s, and other consultant fees and costs). E. If the City makes a draw on the Security, Developer shall immediately replenish the Security to an amount sufficient to cure any breach plus 125% of the cost of all Development Work then remaining for which the Security was required. F. The City Engineer or his/her designee may, from time to time, and only if Developer is otherwise in compliance with all terms of the Agreement, approve a reduction in the amount of the Page 13 Security based upon work completed. The City shall at all times throughout construction and the Warranty Period maintain a minimum of $50,000 or 25% of the Development Work for which Security was required, whichever is greater. 23. CLEAN UP AND DAMAGE: A. Developer assumes full financial responsibility for any damage which may occur to public property including but not limited to streets, street sub- base, base, bituminous surface, curb, utility system including but not limited to water main, sanitary sewer or storm sewer when said damage occurs as a result of the activity which takes place during the development of the Property. Developer further agrees to pay all costs required to repair the streets, utility systems and other public property damaged or cluttered with debris when occurring as a direct or indirect result of the construction that takes place on the Property. B. Developer shall clean the streets every day or as required by the City Engineer. C. Developer agrees that any damage to public property occurring as a result of construction activity on the Property shall be repaired immediately if deemed to be an emergency by the City. Developer further agrees that any damage to public property as a result of construction activity on the Property shall be repaired within 14 days if not deemed to be an emergency by the City. 24. NON-INTERFERENCE WITH ADJOINING PROPERTIES. All work performed by Developer and Developer’s contractors and subcontractors shall be performed exclusively upon the Property unless Developer has obtained easements over adjacent property to perform work thereon. Any work related to roads, trails, drainage, and utility improvements, which are specified herein to occur on land outside the Property, shall occur exclusively within the appropriate easement boundaries for such work. In no event shall any work performed by Developer or Developer’s contractors and subcontractors interfere with other properties, rights-of-way, or easements. 25. DEVELOPER’S RESPONSIBILITY FOR CODE VIOLATIONS: In the event of a violation of City Code relating to use of the Property during construction thereon or failure to fulfill an Page 14 obligation imposed upon the Developer pursuant to this Agreement, City shall give 72 hour notice of such violation in order to allow a cure of such violation, provided however, City need not issue a building or occupancy permit for construction or occupancy on the Property while such a violation is continuing, unless waived by City. The existence of a violation of City Code or the failure to perform or fulfill an obligation required by this Agreement shall be reasonably determined by the City Manager or a designee. 26. DEVELOPER'S RESPONSIBILITY FOR ITS CONTRACTORS: Developer shall release, defend and indemnify City, its elected and appointed officials, employees and agents from and against any and all claims, demands, lawsuits, complaints, loss, costs (including attorneys’ fees), damages and injunctions relating to any acts, failures to act, errors, omissions of Developer or Developer's consultants, contractors, subcontractors, suppliers and agents. Developer shall not be released from its responsibilities to release, defend and indemnify because of any inspection, review or approval by City. 27. RESPONSIBILITY FOR COSTS. Except as otherwise specified herein, Developer shall pay all costs incurred by it or the City in conjunction with the development of the Property, including, but not limited to, legal, planning, engineering, design, development, construction, clean up, repair, easement and land acquisition, and inspection expenses incurred in connection with (i) review, approval, denial, and implementation of zoning, CUP, platting, site and building plan, and any other reviews, approvals, or denials by the City and any other reviewing authority; (ii) the Developer Installed Improvements; (iii) the Property; (iv) the preparation and review of the Agreement and other documents referred to in the Agreement or related to the Development Work; and (v) enforcing the terms of this Agreement. Developer shall pay in full all bills submitted to it by the City, in accordance with this Agreement, within 30 days after receipt. 28. DEVELOPER'S DEFAULT. A. Definition. In the context of this Agreement, “Event of Default” shall include, but not be limited to, any one or more of the following events: (1) failure by the Developer to pay in a timely manner, Page 15 all fees, charges, taxes, claims and liabilities, including but not limited to all real estate property taxes, utility charges, and assessments with respect to the Property; (2) failure by the Developer to construct the Developer Installed Improvements pursuant to the terms, conditions and limitations of this Agreement; (3) failure by the Developer to observe or perform any covenant, condition, obligation or agreement on its part to be observed or performed under this Agreement; (4) transfer of any interest in the Property without prior written approval by the City Council (for the purpose of this paragraph, a lease to a commercial or residential tenant does not require approval by City Council and is not an event of default, and the sale of a lot, except an outlot, to a builder is not an event of default); (5) failure to correct any warranty deficiencies; (6) failure by the Developer to reimburse the City for any costs incurred by the City or to pay when due the payments required to be paid or secured in connection with this Agreement; (7) failure by the Developer to renew the Security at least thirty (30) days prior to its expiration date; (8) receipt by the City from the Developer’s insurer of a notice of pending termination of insurance; (9) failure to maintain a current insurance certificate on file with the City meeting City requirements; (10) failure to maintain the required Security; (11) a breach of any provision of this Agreement; (12) If any representation made by Developer in this Agreement, is inaccurate, either when made or at a later date; (13) Failure by Developer to pay its debts as they become due, the voluntary or involuntary filing of a petition in bankruptcy, an assignment by Developer for the benefit of its creditors, or the appointment of a receiver for (a) Developer; (b) all or any substantial portion of Developer’s assets; (c) the Property; or (14)If Developer is in default under any mortgage or other pledge, guaranty or security agreement. B. Event of Default - Remedies. Whenever an Event of Default occurs, the City may take any one or more of the following actions: 1. The City may suspend its performance under this Agreement. 2. The City may draw upon or bring action upon any or all of the securities provided to the City pursuant to any of the terms of this Agreement. Page 16 3. The City may take whatever action, including legal or administrative action, which may be necessary or desirable to the City to collect any payments due under this Agreement or to enforce performance and/or observance of any obligation, agreement or covenant of development under this Agreement. 4. The City may suspend issuance of building permits and/or certificates of occupancy on any of the lots, including those lots sold to third parties. 5. Suspend the release of any escrowed dollars. 6. Use of escrow dollars or other security to satisfy any outstanding financial obligations to the City including but not limited to all real estate property taxes, utility charges, and assessments with respect to the property; 7. The City is hereby granted the option, but not the obligation, to complete or cause completion in whole or part of all of the Developer’s obligations under this Agreement. This Agreement is a license for the City to act, and it shall not be necessary for the City to seek a court order for permission to enter the Property and cure the default, including but not limited to, completion of the Development Work. When the City does any such work all costs incurred by the City in performing such work shall be recoverable by it from the Security, and shall also constitute a lien on the Property, and the City may, in addition to its other remedies, collect the costs in whole or in part as special assessments as specified in Chapter 429 of the Minnesota Statutes. Developer knowingly and voluntarily waives all rights to appeal said special assessments under Minnesota Statutes Section 429.081. C. Notice. In a non-emergency, Developer shall first be given written notice of the Event of Default not less than 48 hours prior to curing the default or exercising a remedy, or such other period of time as the City, in its sole discretion, deems reasonable under the circumstances. If, in the City’s judgment, an Event of Default results in a threat to the public health, safety or welfare, the City may act to correct the default without notice. Page 17 D. Election of Remedies. No remedy conferred in this Agreement is intended to be exclusive and each shall be cumulative and shall be in addition to every other remedy. The election of any one or more remedies shall not constitute a waiver of any other remedy. The City may, but is not obligated to, exercise any of the remedies referred to in this paragraph 27. 29. NOTICES. A. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: 815 NW Parkway #140, Eagan, MN 55121. Notices to the City shall be in writing and shall be either hand delivered to the City Manager or mailed to the City by certified mail in care of the City Manager at the following address: City of Prior Lake, 4646 Dakota Street SE, Prior Lake, Minnesota 55372. Concurrently with providing notice to the City, Notice(s) shall be served upon the City Attorney David Kendall, Campbell Knutson, Grand Oak Office Center I, 860 Blue Gentian Road, Suite 290, Eagan, MN 55121. B. Notices shall be deemed effective on the date of receipt. Any party may change its address for the service of notice by giving written notice of such change to the other party, in any manner above specified, 10 days prior to the effective date of such change. C. Notice related to an Event of Default shall include the following: (1) the nature of the breach of the term or condition that requires compliance by the Developer, or the Event of Default that has occurred; (2) what the Developer must do to cure the breach or remedy the Event of Default; and (3) the time the developer has to cure the breach or remedy the Event of Default. 30. INDEMNIFICATION. Developer shall indemnify, defend, and hold the City, its Council, agents, employees, attorneys and representatives harmless against and in respect of any and all claims, demands, actions, suits, proceedings, liens, losses, costs, expenses, obligations, liabilities, damages, recoveries, and deficiencies, including interest, penalties, and attorneys’ fees, that the City incurs or suffers, which arise out of, result from or relate to this Agreement or the Development Work. The responsibility to Page 18 indemnify and hold harmless the City, its Council, agents, employees, attorneys and representatives does not extend to any willful or intentional misconduct on the part of any of these individuals. 31. NO THIRD PARTY RECOURSE. The City and Developer agree that third parties shall have no recourse against the City under this Agreement. The Developer agrees that any party allegedly injured or aggrieved as a result of the City’s approval of the Final Planned Unit Development Plan shall seek recourse against the Developer or the Developer’s agents. In all such matters, including court actions, the Developer agrees that the indemnification and hold harmless provisions set out in Paragraph 29 shall apply to said actions. This Agreement is a contract agreement between the City and the Developer. No provision of this Agreement inures to the benefit of any third person, including the public at large, so as to constitute any such person as a third-party beneficiary of the Agreement or of any one or more of the terms hereof, or otherwise give rise to any cause of action for any person not a party hereto. 32. INSURANCE REQUIREMENTS. Developer, at its sole cost and expense, shall take out and maintain or cause to be taken out and maintained, until the expiration of the warranty period(s) on the Developer Installed Improvements, a policy of insurance with limits for bodily injury and death of not less than $1,000,000.00 per person and $2,000,000.00 for each occurrence; limits for property damage shall be not less than $2,000,000.00 for each occurrence; or a combination single limit policy of not less than $2,000,000.00. The City, its elected and appointed officials, officers, employees, planners, engineers, attorneys, and agents shall be named additional insureds on any such policy. The insurance certificate shall provide that the City shall be given 30 days advance written notice before any modification, amendment or cancellation of the insurance becomes effective. 33. DEVELOPMENT AGREEMENT: The Agreement shall be recorded with the Scott County Recorder or Registrar of Titles, as applicable within 90 days of approval by the City Council. The Final PUD Plan shall be considered void if the Agreement is not recorded within the 90 days provided for Page 19 herein unless a request for a time extension is submitted in writing and approved by the City Council prior to the expiration of the 90-day period. 34. RECONSIDERATION OR RESCISSION: If Developer fails to proceed in accordance with this Agreement within twelve (12) months of the date hereof, Developer, for itself, its successors, and assigns, shall not oppose the City’s reconsideration and rescission of all approvals issued in connection with this Agreement, thus restoring the status of the Property before the Agreement and all such approvals. 35. SIGNS: The Developer hereby waives any claim against the City for removal of signs placed in the right-of-way in violation of the City Zoning Ordinance and State Statutes. The City shall not be responsible for any damage to, or loss of, signs removed. 36. MISCELLANEOUS. A. Compliance With Other Laws. The Developer represents to the City that in performing all work under this Agreement, Developer shall comply with all county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the City determines the Developer is not in compliance, the City may, at its option, refuse to allow construction or development work on the Property until the Developer does comply. Upon the City's demand, the Developer shall cease work until there is compliance. B. Permits. The Developer shall obtain all necessary approvals, permits and licenses from the City, and any other regulatory agencies and the utility companies. All costs incurred to obtain said approvals, permits and licenses, and also all fines or penalties levied by any agency due to the failure of the Developer to obtain or comply with conditions of such approvals, permits and licenses, shall be paid by the Developer. C. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portions of this Agreement. Page 20 D. Amendments. There shall be no amendments to this Agreement unless in writing, signed by the parties and approved by resolution of the City Council. E. Waiver. Failure of the City to require performance of any provision of this Agreement shall not affect its right to require full performance of this Agreement at any time thereafter and the waiver by the City of a breach of any such provision shall not be a waiver of any subsequent breach and shall not nullify the effectiveness of such provision. F. Assignment. The Developer may not assign this Agreement without the prior written approval of the City Council, which consent shall not be unreasonably withheld, conditioned or delayed, provided Developer shall have the right to assign this Agreement to Developer’s lender as collateral security for any construction or permanent financing relating to the Project. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells the Property, or any part of it. G. Interpretation. This Agreement shall be interpreted in accordance with and governed by the laws of the State of Minnesota. The words herein and hereof and words of similar import, without reference to any particular section or subdivision, refer to this Agreement as a whole rather than to any particular section or subdivision hereof. Titles in this Agreement are inserted for convenience of reference only and shall be disregarded in constructing or interpreting any of its provisions. H. Successors and Assigns. Provisions of this Agreement shall be binding upon and enforceable against Developers successors and assigns including but not limited to all purchasers and owners of all or any part of the Property and their successors and assigns. I. Performance Standards. The Property shall be developed and operated in a manner meeting all applicable noise, vibration, dust and dirt, smoke, odor and glare laws and regulations. J. No City Liability. Except for the intentional acts of the City or its employees and contractors, no failure of the City to comply with any term, condition, covenant or agreement herein shall subject the City to liability for any claim for damages, costs or other financial or pecuniary charges. Page 21 K. Exhibit A. The Developer hereby irrevocably nominates, constitutes, and appoints and designates the City as its attorney-in-fact for the sole purpose and right to amend Exhibit A hereto to identify the legal description of the Property after completing an administrative land combination. 37. PLANNED UNIT DEVELOPMENT. The Property is being developed as a Planned Unit Development. The City Council has found that the proposed development of the Property is in compliance with Chapter 10, Article IV, Division 4, Planned Unit Developments, of Prior Lake City Code. The Property shall be developed in compliance with Resolution No. 26-135 dated September 22, 2026, and the plans approved by that Ordinance and Resolution. 38. LENDER NOTICE. If at any time the City shall declare an event of default or a default under this Agreement, the City will give Developer’s lender a notice addressed pursuant to written instructions that have been provided to the City in the manner provided in Section 28 herein, which notice shall specify the nature of the default. Lender shall have the right to cure the default within the period provided under the terms of this Agreement. 39. ESTOPPEL. Upon request of any mortgage lender, the City agrees to provide a certificate, as of the date of the certificate, the status of the following: (a) Whether default or event of default by Developer exists under the terms of this Agreement or any other approvals for the Property; (b) Whether this Agreement has been amended or modified in any respect, or whether any material provision thereof has been waived by the City or the Developer, and whether this Agreement and the approvals for the Property are in full force and effect. 40. FORCE MAJEURE EVENT. No Party shall be liable or responsible to the other Party, nor be deemed to have defaulted under or breached this Agreement, for any failure or delay in fulfilling or performing any term of this Agreement (except for any obligations to make payments to the other Party hereunder), when and to the extent such failure or delay is caused by or results from acts beyond the Page 22 affected party’s reasonable control, including, without limitation: (a) acts of God; (b) flood, fire, earthquake, or explosion; (c) war, invasion, hostilities (whether war is declared or not), terrorist threats or acts, riot, or other civil unrest; (d) government order or law; (e) actions, embargoes, or blockades in effect on or after the date of this Agreement; (f) action by any governmental authority; (g) national or regional emergency; and (h) strikes, labor stoppages or slowdowns, or other industrial disturbances (herein referred to as “Force Majeure Event”). The party suffering a Force Majeure Event shall give notice within ten (10) days of the Force Majeure Event to the other Party, stating the period of time the occurrence is expected to continue and shall use diligent efforts to end the failure or delay and ensure the effects of such Force Majeure Event are minimized. 41. RELEASE. Upon completion and approval of all work required herein, including completion of the Developer Installed Improvements and acceptance of the Developer Installed Improvements to be transferred to the City, and satisfaction of all of the Developer’ s respective obligations under this Agreement, the City agrees to execute an instrument releasing the Property from the terms of this Agreement. Page 23 CITY OF PRIOR LAKE By: Kirt Briggs, Mayor By: Jason Wedel, City Manager STATE OF MINNESOTA ) (ss. COUNTY OF SCOTT ) The foregoing instrument was acknowledged before me this _____ day of ____________, 20____, by Kirt Briggs, Mayor, and by Jason Wedel, City Manager, of the City of Prior Lake, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. ________________________________ NOTARY PUBLIC Page 24 PULTE HOMES OF MINNESOTA, LLC By: ________________________________ Chad Onsgard Its: Manager STATE OF MINNESOTA ) (ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this ______ day of ____________, 20____, by Chad Onsgard, Manager, of Pulte Homes of Minnesota, LLC, a Minnesota Limited Liability Company, on behalf of the company. _____________________________________ NOTARY PUBLIC DRAFTED BY: City of Prior Lake 4646 Dakota Street SE Prior Lake, Minnesota 55372 Page 25 MORTGAGEE CONSENT TO DEVELOPMENT AGREEMENT _____________________, which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Agreement, agrees that the Development Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this _____ day of ____________, 20__. DRP CONCORD 10, LLC By: ________________________________ Its: _______________________________ STATE OF MINNESOTA ) (ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this _____ day of ________________, 20__, by , the of , on behalf of . ________________________________________ NOTARY PUBLIC DRAFTED BY: City of Prior Lake 4646 Dakota Street SE Prior Lake, Minnesota 55372 Page 26 EXHIBIT A TO DEVELOPMENT AGREEMENT Legal Description of Property Outlots C and D, VIERLING RIDGE, according to the recorded plat thereof, Scott County, Minnesota. Page 27 EXHIBIT A TO DEVELOPMENT AGREEMENT Page 28 EXHIBIT A TO DEVELOPMENT AGREEMENT Page 29 EXHIBIT A TO DEVELOPMENT AGREEMENT Page 30 EXHIBIT A TO DEVELOPMENT AGREEMENT Page 31 EXHIBIT A TO DEVELOPMENT AGREEMENT Page 32 EXHIBIT B TO DEVELOPMENT AGREEMENT Deposit/Escrow Amt Per Total Construction Observation Deposit 8% of Public Improvements = $227,815.00 TOTAL Deposit/Escrow = $227,815.00 Fee Amt Per Total Administrative Fee 6% of Public Improvements = $170,861.00 Park Dedication Fee $3,750.00 X 130 Units = $487,500.00 Trunk Sewer Acreage Charge $5,975.00 X 29.718 Acres = $177,565.00 Trunk Water Acreage Charge $3,600.00 X 29.718 Acres = $106,985.00 Trunk Stormwater Acreage Charge $5,300.00 X 29.718 Acres = $157,505.00 Street Seal Coat Fee $2.25 X 14,535 Sq Yds = $32,704.00 TOTAL Fee = $1,133,120.00 Security - Developer Installed Improvements Total Sanitary Sewer = $486,175.23 Water Main = $581,708.61 Storm Sewer = $546,538.72 Streets/Sidewalks/Trails = $1,233,263.59 Landscaping = $126,700.00 Subtotal = $2,974,386.15 TOTAL Letter of Credit (rounded) 125% of Subtotal = $3,717,983.00 Page 33 EXHIBIT C SAMPLE IRREVOCABLE LETTER OF CREDIT No. ___________________ Date: _________________ TO: City of Prior Lake 4646 Dakota Street SE Prior Lake, Minnesota 55372 Dear Sir or Madam: By order of our client [name and address of client] we hereby issue our standby irrevocable Letter of Credit for the account of the [insert name of client] for an amount or amounts not to exceed in the aggregate U.S. Dollars $ ___________________________ (__________________ Thousand and No/100 U.S. Dollars) effective immediately and expiring at our [insert address of office] on [insert date] relative to our client’s performance under that certain contract entitled [insert name of contract/development agreement, etc.] dated [insert date of contract]. Funds under this Letter of Credit are available against your sight draft(s) on us, for all or part of this Letter of Credit, mentioning thereon our Credit No.______. Each such draft must be accompanied by your signed written statement to the effect that [name of client] has failed to comply with the terms and conditions of the above mentioned contract. Presentation will also be deemed made upon our receipt of your telecopier transmission to us at (FAX NUMBER [insert fax number] _____________________) of a facsimile of the appropriate sight draft and written statement completed and signed, together with your telephone advice to us at (TELEPHONE NUMBER [insert telephone number] _________________________________) or such other number as we shall specify to you in writing) of your sending the above-described telecopier transmission. Failure to make the telephone advice will not impair the validity of the presentation. If presentations are made by facsimile the original documents are not required. In the event that at least thirty (30) days prior to the expiry date listed above, this Letter of Credit is not extended for a period of at least one year or has not been replaced with a substitute Letter of Credit acceptable to you, this Letter of Credit is also payable to you upon presentation to us of your written statement mentioning thereon our Credit No.[insert number] ____ and stating “Letter of Credit No. [insert number] __________ has not been extended for a period of at least one year from the present expiration date and has not been replaced with a substitute Letter of Credit acceptable to us.” This letter of credit shall automatically extend for successive one-year terms unless at least forty-five days prior to the next annual extension date of [insert day and month of renewal] ________________ of such year, we deliver written notice by registered mail or overnight courier to the City that we intend not to extend the letter of credit for any additional period. If such notice is delivered and the letter of credit has not been replaced with a substitute letter of credit acceptable to you by the date of said notice, this letter of credit is also payable to you upon presentation to us of your written statement mentioning thereon our Letter of Credit No. [insert number] ______________ and stating “Notice of Modification, Cancellation or Non-Extension of Letter of Credit No. [insert number]_________________has been received and the letter of credit has not been replaced with a substitute letter of credit acceptable to us. If we receive your sight draft(s) and statement(s) as mentioned above, here at our address [insert address], on or before the expiry date of this Letter of Credit, we will promptly honor the same. If an interruption of our business occurred as a result of an Act of God, riots, civil commotion, insurrections, wars or any other causes beyond our control, as described in Article 36 of the Uniform Customs and Practices for Documentary Credits, UCP600 2007 which prevented us from accepting and/or paying you on this Letter of Credit, we undertake upon resumption of our business to accept drafts and pay on this Letter of Credit provided your draft is presented prior or during our business interruption or no later than thirty (30) days following resumption of our business. This Credit is subject to the Uniform Customs and Practices for Documentary Credits, UCP600 2007. Very Truly Yours, [Signature of Issuer]