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Item 06a - Reserve at Cedar Creek
City of Lakeville Community Development Planning Commission Kris Jenson, Planning Manager May 13, 2025 Packet Material for the May 22, 2025 Planning Commission Meeting Reserve at Cedar Creek preliminary plat and easement vacation. June 3, 2025 Reserve at Cedar Creek, LLC has applied for a preliminary plat and easement vacation to allow the development of 48 single family home lots on 20 acres to be known as Reserve at Cedar Creek. The Reserve at Cedar Creek preliminary plat is located north of 202nd Street (CSAH 50), west of Glenbrook Path, and south of 200th Street. The Reserve at Cedar Creek preliminary plat plans have been distributed to Engineering Division and Parks and Recreation Department staff, and the Parks, Recreation and Natural Resources Committee. A. Aerial Map B. Zoning Map C. Easement Vacation D. Existing Conditions E. Preliminary Plat F. Overall Preliminary Grading & Erosion Control Plan G. Preliminary Sanitary Sewer and Watermain Plan H. Preliminary Storm Sewer Plan I. Overall Tree Inventory Plan J. Tree Inventory Data (2 pages) K. Overall Preliminary Landscape Plan L. Plat Commission Letter dated March 13, 2025 2 PLANNING A NALYSIS EASEMENT VACATION The south parent parcel includes a public drainage and utility easement over the East Branch of South Creek, which crosses the southeast corner of the parcel to be developed. The Federal Emergency Management Agency (FEMA) recently approved a Letter of Map Revision (LOMR) for the creek in this area, which more accurately defines the floodplain within this parcel. Because of this revision and that the creek area will be placed in an outlot and required to be deeded to the City with the final plat, the easement over the creek area is no longer needed. The easement also includes roadway, drainage, and utility easement over 202nd Street, which will be replaced with platted right of way. The development site consists of two parcels. Each parcel has a single family home and outbuilding, all of which will be removed with development of the properties. The Reserve at Cedar Creek property is located in Planning District 5 of the 2040 Comprehensive Plan, which guides the subject property for low/medium density residential development. . The adjacent land uses and zoning are as follows: North – 200th Street, Large lot single family home property (RST-2) East – Cedar Creek Villas detached townhome lots (RST-2) South – 202nd Street (CSAH 50), Large lot single family home property (RST-2) West – Large lot single family homes (RST-2) City streets, sanitary sewer and water improvements for the area of Reserve at Cedar Creek will be financed and constructed by the Developer. The development costs associated with the Reserve at Cedar Creek development are not programmed in the 2025– 2029 CIP. A preliminary plat may be deemed premature if any of the criteria listed in Chapter 10-2-4-1 of the Subdivision Ordinance exist. Eligible criteria pertain to a lack of adequate: drainage, water, streets, sanitary sewer, and public service capacity (police and fire protection). The other pertinent criteria pertain to inconsistencies with the City Comprehensive Land Use and Capital Improvement Plans (discussed above). Staff review of the Reserve at Cedar Creek preliminary plat against these criteria finds that it is not a premature subdivision. The Reserve at Cedar Creek preliminary plat area is located within the current MUSA. . The Reserve at Cedar Creek preliminary plat consists of 48 single-family home lots on 20 acres. This results in a gross density of 2.40 units per acre. 3 Excluding arterial street right-of-way, stormwater management ponds, and the creek, the net density is 3.27 units per acre. The following minimum requirements for single family home lots in the RST-2 District pertain to the Reserve at Cedar Creek preliminary plat: The proposed lots shown on the Reserve at Cedar Creek preliminary plat have sufficient area to accommodate the single family homes. The following minimum setbacks for single family homes in the RST-2 District pertain to the Reserve at Cedar Creek preliminary plat: 25 ft garage face 20 ft building 30 feet 7 feet 20 feet The proposed lots shown on the Reserve at Cedar Creek preliminary plat have sufficient area to accommodate a single family home. The single family homes are proposed to include slab on grade, look out, and walk out units. The minimum width of each garage must be 22 feet (interior measurement). Units that are slab on grade must have a minimum garage size of 540 square feet and units which are a look out or walk out design must have minimum garage size of 480 square feet, to comply with the requirements of Section 11-18-7.D. There are two outlots totaling 2.18 acres in the Reserve at Cedar Creek preliminary plat. The use of the proposed outlots will be as follows: Outlot A is a 2.05 acre outlot consisting of a stormwater management basin that will be deeded to the City with the final plat. Outlot B is a 2.13 acre outlot consisting of a drainageway and stormwater management basin that will be deeded to the City with the final plat. While Lots 1-9, Block 1 directly abut 200th Street, buffer yard landscaping is not required as 200th Street is designated as a minor collector roadway in the City’s Comprehensive Transportation Plan. Buffer yard landscaping is required when lots abut major collector or arterial roads. Regardless, the Developer has opted to include trees at 4 the rear of the lots adjacent to 200th Street as well as Lots 12-17, Block 2, which abut a stormwater pond adjacent to 202nd Street (CSAH 50) A location for a monument sign is not shown on the preliminary plat. If planned, a monument sign must located within and outlot or on private property. The following is a summary of streets proposed with the Reserve at Cedar Creek preliminary plat. Additional detailed information is outlined in the Engineering Division memorandum dated May 13, 2025. 202nd Street (CSAH 50) – 202nd Street is south of and adjacent to the property and is classified as a minor arterial County Highway in the Comprehensive Transportation Plan. 202nd Street was reconstructed in 2019 as a two-lane divided roadway. The Developer is dedicating 75 feet of north half right of way as required by the current Dakota County Plat Needs Map. 202nd Street has bituminous trails on both sides of the street. 200th Street – 200th Street is north of and adjacent to the property and is designated as a minor collector in the City’s Transportation Plan. It is currently a rural gravel roadway. The Developer is dedicating 40 feet of south half right of way with the preliminary plat. There are no programmed improvements in the current adopted CIP (2025-2029). Driveway access from Lots 1-9, Block 1 to 200th Street is prohibited. Globe Drive – Globe Drive is an existing 32-foot-wide residential street along the east property line, just outside the plat boundary. It was constructed within a 60-foot-wide right-of-way with a five-foot-wide concrete sidewalk along the east side of the street and will provide access to 200th Street. Glarus Lane – Glarus Lane will be a 32-foot-wide residential street constructed within a 60-foot-wide right-of-way with a five-foot-wide concrete sidewalk on one side of the street that will be extended from the Cedar Creek Villas development to the east. The Developer will be required to place a future street extension sign and barricades at the west end of the street. Gothic Avenue – Gothic Avenue will be a 32-foot-wide residential street constructed within a 60-foot-wide right-of-way with a five-foot-wide concrete sidewalk on one side of the street that will be extended from the Cedar Creek Villas development to the east. All streets meet the minimum width and design requirements of the Subdivision Ordinance. The Developer will construct five-foot-wide concrete sidewalks along one side of all streets in the development. No trails are proposed to be constructed with the development. Additional information regarding sidewalk and trail construction is included in the Engineering Memo. The Dakota County Plat Commission reviewed the preliminary plat at their March 12, 2025 meeting and approved the preliminary plat. 5 Phasing. Reserve at Cedar Creek will be developed in one phase. Proposed grading, drainage, erosion control, and utilities for the Reserve at Cedar Creek preliminary plat is shown on the grading, drainage and erosion control and utility plans. All existing and new local utilities shall be placed underground. Grading, drainage, erosion control, and utilities details are outlined in the May 13, 2025 engineering report prepared by Alanna Sobottka, Civil Engineer and Mac Cafferty, Environmental Resources Manager. The Engineering Division recommends approval of the preliminary plat and easement vacations. A tree preservation plan was submitted by the Developer that identifies 857 significant trees on site. The tree preservation plan proposes to save 30 (3.5%) of the significant trees on site. A significant number of trees on site were planted by current or previous property owners. All ‘save’ trees must be replaced at a ratio of 2:1. A wetland delineation was completed and approved for the site in 2024. There is a 0.125 acre wetland that will be impacted and the Developer has purchased 0.25 acres of wetland banking credit to replace the wetland impacts. Mac Cafferty has reviewed the wetland report and additional information about the wetlands are included in the May 13, 2025 engineering report. The 2015 Parks, Trails, and Open Space Plan does not identify a park location in this area. The park dedication requirement will be satisfied through park dedication fees to be paid with the final plat. The Parks, Recreation and Natural Resources Committee will review the preliminary plat at their May 21, 2025 meeting. Their comments will be forwarded to the Planning Commission at the public hearing. Overhead electric line and poles are located along the south side of 200th Street. The Developer will be required to place these utilities underground along the plat boundary as a part of the improvements on the site. Community Development Department staff recommends approval of the Reserve at Cedar Creek preliminary plat and easement vacation, subject to the following stipulations: 1. Implementation of the recommendations listed in the May 13, 2025 engineering report. 2. Park dedication shall be satisfied with a cash contribution paid with the final plat. 3. The Developer shall construct five-foot-wide concrete sidewalks as shown on the preliminary plat plans. 4. Outlots A and B shall be deeded to the City with the final plat. 6 5. Glarus Lane must have a future street extension sign and barricades placed at the west end of the street. 6. Driveway access from Lots 1-9, Block 1 to 200th Street is prohibited. 7. All new local utilities and the existing overhead service utilities located along the south side of 200th Street shall be placed underground. Dakota County, Maxar City of Lakeville Reserve at Cedar Creek Site Location Map EXHIBIT A 202ND ST (CSAH 50) GL O B E D R Site Location HA M B U R G A V E ± 200TH ST GLENBROOK PATH City of Lakeville Reserve at Cedar Creek Zoning Map GL O B E D R Site Location HA M B U R G A V E± GLENBROOK PATH EXHIBIT B RST-2 RST-2 RS-3 RS-4 P/OS RM-3 RST-2 RST-2 200TH ST 202ND ST (CSAH 50) 75.0072.0074.0074.00 70 . 7 9 72 . 0 6 71 . 0 0 71 . 0 0 71 . 0 0 85 . 5 0 78.5078.47 71 . 0 0 76 . 8 1 76 . 8 1 6 7 8 9 10 11 12 13 14 15 16 22 21 20 19 18 17 16 15 14 OUTLOT B 200TH STREET WEST STREET 1 ST R E E T 2 1 2 3 4 8 1 2 3 4 5 876 5 4 OUTLOT A 1 2 3 5 6 86 . 0 0 73 . 5 0 73 . 5 0 73 . 5 0 73 . 5 0 73.50 73.50 70.25 3 2 1 71 . 0 0 71 . 0 0 71 . 0 0 71 . 0 0 85 . 0 0 7 70.80 70.79 70.79 70.7 9 172 202ND STREET WEST (C.S.A.H. NO. 50) 71.94 71.00 71.00 71.00 73.5073.50 71.00 71.00 85.50 9 76 . 3 1 9,187 sf 9,187 sf 9,673 sf 9,484 sf9,922 sf9,922 sf 11,343 sf 9,495 sf 9,565 sf 13,326 sf 11,341 sf 9,378 sf 9,426 sf 11,005 sf11,005 sf 26,401 sf 11,005 sf11,005 sf11,392 sf11,392 sf11,005 sf 11,168 sf 9,809 sf 11,406 sf 8,939 sf 10,642 sf 9,075 sf 9,030 sf 8,984 sf 11,741 sf 12,181 sf 89,288 sf 10,598 sf10,597 sf16,973 sf 9,360 sf9,620 sf9,620 sf10,423 sf13,066 sf 108,209 sf 9,662 sf 10,076 sf 10,604 sf 12,776 sf 9,383 sf 10,532 sf 11,156 sf 92,560 sf 49,600 sf 10,067 sf 9,228 sf 25 73 73 74 73 86 125 73 73 125 125 132 49 86 25 74 130 126707374132 45 90 707373 13 5 13 5 40 15 5 60 91 75 75 75 75 14 127 75 75 75 30 126 128 877171737471717171 857171747371717173 15 5 125 125 15 5 15 5 15 5 40 15 5 60 85 71 71 71 71 36 660 15 5 15 5 15 5 15 5 35 63 63 63 63 44 124 78 99 109 24 124 156 33 71 71 71 71 71 71 85 126 126 125 128 128 127 62 77 150 77 77 156 161 15 221 7978 22 72 77 104797911 13 5 49 86 13 5 747274749392 13 0 3172747422 13 0 13 0 13 013 8 62 71 71 87 60 12 7 10 5 75 441 45 147 137 150 35 71 90 28 35 9 75 132 132 138 661 661 2 3 9,378 sf GL O B E D R I V E GL O B E D R I V E GLARUS LANE GOTHIC AVENUE 13 12 11 10 999 . 9 7 73 . 0 0 72 . 3 5 72 . 3 5 72 . 3 5 3001015.40CSGPS MEDIAN 3021057.74CSGPS UELPO ROW W CS CS ST S FOFO MAIL COCOCOCOCO CO 7660 7661 7662 GE X X X X X X X X X XXXX X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X GA S GAS E SAN SAN SAN SAN SA N SA N SA N WA T WA T WA T WAT WAT WAT WAT STO STO STO ST O ST O ST O STO STO WAT WAT WAT WATWATWATWATWATWAT PO H POHPOHPOHPOHPOHPOHPOHPOHPOH W EE E W GAC W W W W W W GAS X X X X X X X X X X X X X X X X X X X POHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POH POH N: \ 0 0 5 2 3 7 5 . 0 0 \ D W G \ E X H I B I T S \ 2 5 - 0 2 - 0 7 E A S E M E N T V A C A T I O N E X H I B I T . D W G 11 PROJECT NUMBER: 0052375.00 LAKEVILLE, MN 2/7/25 TDD TDD TDD © 2 0 2 4 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . RESERVE AT CEDAR CREEK EASEMENT VACATIONEXHIBIT221 S RIVER RIDGE CIR STE 100BURNSVILLE, MN 55337 RE S E R V E A T C E D A R C R E E K 01/07/25 MATHEW J. WELINSKI 5359601/07/25 RESERVE AT CEDAR CREEK, LLC. SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone heaer re e Fax nneona Toll Free DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THESTATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 80' 16' OR 8' 0'80'160'240' 1" = 80' . . . . . . . . . . VACATED EASEMENTSEE DOC 1949939 A PUBLIC DRAINAGE AND UTILITY EASEMENT OVER, UNDER , AND ACROSS THE FOLLOWINGDESCRIBED PROPERTY: THE WEST 661.31 FEET OF THE EAST 1983.05 FEET OF THAT PART OF THE N 12 OF THE NE 14 LYINGSOUTHERLY OF THE NORTH 660.00 FEET THEREOF IN SECTION 28, RANGE 20, DAKOTA COUNTY,MINNESOTA. EASEMENT IS FURTHER DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE ABOVE DESCRIBED PROPERTY; THENCE NORTH 00DEGREES 10 MINUTES 34 SECONDS WEST, ASSUMED BEARING, ALONG THE WEST LINE OF SAIDPROPERTY, A DISTANCE OF 446.00 FEET; THENCE SOUTH 42 DEGREES 57 MINUTES 40 SECONDS EAST,A DISTANCE OF 263.71 FEET; THENCE SOUTH 10 DEGREES 59 MINUTES 37 SECONDS EAST, ADISTANCE OF 255.05 FEET TO THE SOUTH LINE OF SAID PROPERTY; THENCE SOUTH 89 DEGREES 20MINUTES 01 SECONDS WEST, ALONG SAID SOUTH LINE, A DISTANCE OF 227.00 FEET TO THE POINTOF BEGINNING. DESCRIPTION EXHIBIT C 1010 10 1 2 103 0 1040 1050 1060 106 0 10 2 2 1022 1022 1024 10 2 4 102 4 1026 1028 103 2 1034 1036 1038 1042 1044 1046 1048 1052 1054 1056 1058 10581062106210621062 1062 1062 1064 1064 W CS CS ST S FOFO MAIL COCOCOCOCO CO GE X X X X X X X X X XXXX X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X GA S GAS E SAN SAN SAN SA N SA N SA N WA T WA T WA T WAT WAT WAT STO STO ST O ST O ST O STO STO WAT WAT WAT WATWATWATWATWATWAT PO H POHPOHPOHPOHPOHPOHPOHPOHPOH W EE E W GAC W W W W W W GAS X X X X X X X X X X X X X X X X X X X POHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POH POH SOUTH LINE OF THE NORTH 660 FT OFTHE N 1/2 OF THE NE 1/4 OF SEC. 28 WE S T L I N E O F T H E E A S T 1 9 8 3 . 0 5 F T O F TH E N 1 / 2 O F T H E N E 1 / 4 O F S E C . 2 8 WE S T L I N E O F T H E WE S T 6 6 1 . 3 1 F T O F TH E E A S T 1 9 8 3 . 0 5 F T OF T H E N 1 / 2 O F T H E NE 1 / 4 O F S E C . 2 8 SOUTH LINE OF THE N 1/2OF THE NE 1/4 OF SEC. 28 661.31 661.31 C.S.A.H. NO. 50(202ND STREET WEST) GOTHIC AVENUE GL O B E D R I V E PID: 22-02800-01-028 LISA HANSON DROGEMULLER7825 202ND STREET WLAKEVILLE, MN 55044 PI D : 2 2 - 0 2 8 0 0 - 0 1 - 0 3 6 RI C H A R D & J U D I T H T O N A K PI D : 2 2 - 0 2 8 0 0 - 0 1 - 0 3 7 FE R N A N D O M E L L A D O - B A R B O Z A PI D : 2 2 - 1 6 6 1 5 - 0 0 - 0 2 0 CI T Y O F L A K E V I L L E PI D : 2 2 - 1 6 6 1 5 - 0 1 - 0 4 0 SU M M E R G A T E D E V . L L C PI D : 2 2 - 1 6 6 1 5 - 0 4 - 0 5 0 SU M M E R G A T E D E V . L L C PID: 22-02800-01-018RICHARD & LAVERNE FENNER PID: 22-02800-01-024TIMOTHY & BARBARA ROSS VARIES 60 75 R/ W75 R/ W 75 R/ W 75 R/ W FD. 1/2 IN IRON PIPEW/BROKEN CAP FD . 1 / 2 I N I R O N P I P E W/ C A P # 7 7 3 4 FD. 1/2 IN IRON PIPEW/CAP #7734 FD. 1/2 IN IRON PIPEW/BROKEN CAP FD. 1/2 IN IRON PIPEW/BROKEN CAP FD. 1/2 IN IRON PIPEW/BROKEN CAP FD. REBARW/CAP #53596 FD. REBARW/CAP #53596 FD. 1/2 IN IRON PIPE PUBLIC DRAINAGE& UTILITYEASEMENT PERDOC NO. 1949939 PUBLIC ROADWAY, DRAINAGE& UTILITY EASEMENT PER DOCNO. 1949939 RIGHT OF WAY EASEMENT INORDER FILED PER DOC NO.3285384 ZONE AE SI L T F E N C E F O R CO N S T R U C T I O N T O T H E E A S T (PUBLIC STREET) (P U B L I C S T R E E T ) (PUBLIC STREET) HOUSE SHED OVERHANG PILLARS 18 0 . 2 ± 197.4± 19 6 . 0 ± 174.1± R/WVARIES 9.5± 10.5± 15 8 . 3 ± 167.7± 11 3 . 6 ± RIP RAP EAST BRANCH OFSOUTH CREEK 10 'BITUMINOUSTRAIL LANDSCAPING AREA LANDSCAPING AREA LANDSCAPING AREA PAVERS ACCESS APPROXIMATE SEPTICDRAINFIELD WATER COURSE WATER COURSE WETLAND WETLAND S0 0 ° 2 6 ' 2 4 " W 6 5 8 . 5 4 N89°55'23"E 661.34 S89°56'55"W 661.33 S0 0 ° 2 6 ' 2 4 " W 6 5 8 . 8 3 660.0 66 0 . 0 N. LINE OF THE N 1/2 OFTHE NE 1/4 OF SEC. 28 W. L I N E O F T H E E A S T 1 9 8 0 . 0 0 F E E T O F TH E N 1 / 2 O F T H E N E 1 / 4 O F S E C . 2 8 E. L I N E O F T H E W E S T 6 6 0 . 0 0 F E E T O F TH E E A S T 1 9 8 0 . 0 0 F E E T O F T H E N 1 / 2 OF T H E N E 1 / 4 O F S E C . 2 8 FD. 1/2 IN OPENIRON PIPE FD. 60D NAILFD. 60D NAIL 33 R/ W 33 R/ W 33 R/ W 33 R/ W 7. 1 ± 8. 6 ± 9. 4 ± 8. 7 ± 7. 1 ± 23 . 8 ± 22 . 9 ± 173.7± 14 8 . 9 ± 26.7± 44 . 8 ± 35.1± WELL 200TH STREET WEST HOUSE SHED SHED WATER SPIGOTWATER SPIGOT WATER SPIGOT WATER SPIGOT WATER SPIGOT WATER SPIGOT HOUSE DRAWN APPROXIMATELYFROM FIELD SHOTS AND AERIAL PID: 22-02800-01-022 DAVID & GINA KING 7820 200TH STREET WESTLAKEVILLE, MN 55044 PID: 22-02100-76-015EDWARD & CATHERINE LAUER (PUBLIC STREET) GLARUS LANE (PUBLIC STREET) GL O B E D R I V E (P U B L I C S T R E E T ) 60R/W 60R/W 60 R/ W S0 0 ° 2 6 ' 2 4 " W 6 6 0 . 0 3 N89°55'23"E 660.03 N0 0 ° 2 6 ' 2 4 " E 6 6 0 . 0 3 S89°55'23"W 660.03 WETLAND SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF XX N: \ 0 0 5 2 3 7 5 . 0 0 \ D W G \ C I V I L \ P R E L I M \ 0 0 5 2 3 7 5 - E C 0 1 . D W G 252 PROJECT NUMBER: 0052375.00 LAKEVILLE, MN 05/14/25 TDD TDD TDD © 2 0 2 5 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . RESERVE AT CEDAR CREEK EXISTING CONDITIONS 221 S RIVER RIDGE CIR STE 100BURNSVILLE, MN 55337 RE S E R V E A T C E D A R C R E E K 01/07/25 MATHEW J. WELINSKI 5359605/14/25 RESERVE AT CEDAR CREEK, LLC. NOT FOR CONSTRUCTION SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone heaer re e Fax nneona Toll Free DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THESTATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 80' 16' OR 8' 0'80'160'240' 1" = 80' 03/07/25 04/04/25 05/06/25 05/14/25 . CITY COMMENTS CITY COMMENTS CITY COMMENTS CITY COMMENTS . CEDAR CREEK VILLAS LISA HANSONDROGEMULLER DAVID & GINA KING CEDAR CREEKVILLAS 2ND ADDN FD. 1/2 IN OPEN;LS #7734 FD. 1/2 IN OPEN;LS #7734S0 0 ° 2 6 ' 2 4 " W 6 6 0 . 0 3 - - - DETAIL B (NOT TO SCALE) LISA HANSONDROGEMULLER DAVID & GINA KING FD. 1/2 IN CAPPED IRON;UNREADABLE FD. 1/2 IN OPEN;LS #7734 N89°55'23"E 660.03--- S0 0 ° 2 6 ' 2 4 " W 6 6 0 . 0 3 - - - DETAIL A (NOT TO SCALE) FERNANDOMELADO-BARBOZA ---660.03 N89°55'23"E N89°55'23"E3.05 N89°55'23" E1.74 DETAIL A DETAIL B KING PROPERTY DESCRIPTION The West 660.00 feet of the East 1980.00 feet of the North 660.00 feet of the North-Half (N1/2) of the Northeast Quarter(NE1/4), Section Twenty-eight (28), Township One Hundred Fourteen (114), Range Twenty (20), Dakota County, Minnesota. Abstract Property GENERAL NOTES 1. Bearings of property lines shown hereon are based on the Dakota County coordinate system, (NAD 83 - 1986 ControlAdjustment). 2. Lengths of lines and distances between features are measured in US-Survey Feet. 3. Wetlands shown were delineated by Westwood Professional Services. GUY WIRE FLARED END SECTION SANITARY MANHOLE CATCH BASIN SEWER CLEANOUT POWER POLE ELECTRIC BOX ELECTRIC METER SIGN NATURAL GAS METER STREET LIGHT MAIL BOX STEEL/WOOD POST POWER OVERHEAD POWER UNDERGROUND WATERMAIN FIBER OPTIC SANITARY SEWER STORM SEWER GATE VALVE GAS LINE WELL CURB STOP BOX HYDRANT STORM MANHOLE LEGEND FENCE LINE CURB & GUTTER CONCRETE SURFACE BITUMINOUS SURFACE GRAVEL SURFACE FOUND MONUMENT TREE LINE GAS POH PUG SAN STO WAT FO S CO ST CS W E E G MAIL X EASEMENT LINE SECTION LINE LOT LINE BOUNDARY LINE RIGHT-OF-WAY LINE FIBER OPTIC PEDESTAL FARM HYDRANT WETLAND DROGEMULLER PROPERTY DESCRIPTION The West 661.31 feet of the East 1983.05 feet of that part of the North 1/2 of the Northeast 1/4 lying Southerly of the North660.00 feet thereof, Section 28, Township 114, Range 20, Dakota County, Minnesota. Abstract Property EXHIBIT D AC 75.0072.0074.0074.00 70 . 7 9 72 . 0 6 71 . 0 0 71 . 0 0 71 . 0 0 85 . 5 0 78.5078.47 71 . 0 0 76 . 8 1 76 . 8 1 6 7 8 9 10 11 12 13 14 15 16 22 21 20 19 18 17 16 15 14 OUTLOT B 200TH STREET WEST GLARUS LANE GO T H I C A V E N U E 1 2 3 4 8 1 2 3 4 5 876 5 4 OUTLOT A 1 2 3 5 6 86 . 0 0 73 . 5 0 73 . 5 0 73 . 5 0 73 . 5 0 73.50 73.50 70.25 3 2 1 71 . 0 0 71 . 0 0 71 . 0 0 71 . 0 0 85 . 0 0 7 70.80 70.79 70.79 70.7 9 172 202ND STREET WEST (C.S.A.H. NO. 50) 73.50 70.48 70.48 70.48 73.5073.50 71.00 71.00 85.50 9 76 . 3 1 9,187 sf 9,187 sf 9,673 sf 9,484 sf9,922 sf9,922 sf 11,343 sf 9,495 sf 9,565 sf 13,326 sf 11,341 sf 9,378 sf 9,426 sf 10,924 sf10,924 sf 26,401 sf 11,005 sf11,005 sf11,392 sf11,392 sf10,924 sf11,410 sf 9,809 sf 11,406 sf 8,939 sf 10,642 sf 9,075 sf 9,030 sf 8,984 sf 11,741 sf 12,181 sf 89,288 sf 10,598 sf10,597 sf16,973 sf 9,360 sf9,620 sf9,620 sf10,423 sf13,066 sf 108,209 sf 9,662 sf 10,076 sf 10,604 sf 12,776 sf 9,383 sf 10,532 sf 11,156 sf 92,560 sf 49,600 sf 10,067 sf 9,228 sf 25 73 73 74 73 86 125 73 73 125 125 132 49 86 25 74 130 126707374132 45 90 707373 13 5 13 5 40 15 5 60 91 75 75 75 75 14 127 75 75 75 30 126 128 877171737470707073 857171747370707074 15 5 125 125 15 5 15 5 15 5 40 15 5 60 85 71 71 71 71 36 660 15 5 15 5 15 5 15 5 35 63 63 63 63 44 124 78 99 109 24 124 156 33 71 71 71 71 71 71 85 126 126 125 128 128 127 62 77 150 77 77 156 161 15 221 7978 22 72 77 104797911 13 5 49 86 13 5 747274749392 13 0 3172747422 13 0 13 0 13 013 8 62 71 71 87 60 12 7 10 5 75 441 45 147 137 150 35 71 90 28 35 9 75 132 132 138 661 661 2 3 9,378 sf GL O B E D R I V E GL O B E D R I V E GLARUS LANE GOTHIC AVENUE 13 12 11 10 999 . 9 7 73 . 0 0 72 . 3 5 72 . 3 5 72 . 3 5 60 R/ W32 B- B 60R/W 32B-B 60 R/ W 32 B- B 5' SIDEWALK 5' S I D E W A L K 5' SIDEWALK 50 SB K 50 SB K 40 R/ W 40 R/ W 75 R/ W 75 R/ W EXISTING BITUMINOUS TRAILWETLAND BUFFER PUB L I C D R A I N A G E & UTI L I T Y E A S E M E N T P E R DOC N O . 1 9 4 9 9 3 9 WETLAND FILL5,281 SF POND POND NORMAL WATER LINE NORMAL WATER LINE 10 N: \ 0 0 5 2 3 7 5 . 0 0 \ D W G \ C I V I L \ P R E L I M \ 0 0 5 2 3 7 5 - P P 0 1 . D W G 254 PROJECT NUMBER: 0052375.00 LAKEVILLE, MN 05/14/25 TDD TDD TDD © 2 0 2 5 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . RESERVE AT CEDAR CREEK PRELIMINARY PLAT 221 S RIVER RIDGE CIR STE 100BURNSVILLE, MN 55337 RE S E R V E A T C E D A R C R E E K 01/07/25 RESERVE AT CEDAR CREEK, LLC. 05/14/25 26971CORY L. MEYER NOT FOR CONSTRUCTION SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone heaer re e Fax nneona Toll Free DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 80' 16' OR 8' 0'80'160'240' 1" = 80' 03/07/25 04/04/25 05/06/25 05/14/25 . CITY COMMENTS CITY COMMENTS CITY COMMENTS CITY COMMENTS . MINIMUM LOT AREA LOT STANDARDS 1. ALL LOT DIMENSIONS ARE ROUNDED TO THE NEAREST FOOT. 2. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 3. STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY. 4. DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGE AND UTILITYEASEMENTS WILL BE PROVIDED OVER ALL PUBLIC UTILITIES AND UP TO 1 FOOT ABOVE THEHIGH WATER LEVEL OF ALL PONDS. 5. STREET WIDTHS ARE SHOWN FROM BACK OF CURB TO BACK OF CURB. DEVELOPMENT NOTES PROPERTY LINE SETBACK LINE EASEMENT LINE CURB AND GUTTER LOT LINE POND NORMAL WATER LEVEL RETAINING WALL EXISTING PROPOSED TIP-OUT CURB AND GUTTER SITE LEGEND AVERAGE LOT AREA MINIMUM LOT WIDTH MINIMUM LOT DEPTH SETBACKS FRONT SIDE INTERIOR LOT SIDE CORNER LOT REAR STANDARD 70' SINGLEFAMILY 8,939 SF 10,524 SF 70' @ FRONT SBK 124' 25' 7' 20' 30' TYPICAL50' TO 200TH ST. &202ND ST. OUTLOT TABLE OUTLOT A GROSSAREAUSE OWNERSHIP PONDING CITY 2.05 AC B PONDING / WETLAND CITY 2.13 AC TYPICAL SINGLE FAMILY (SF) LOT DETAIL 10 ' 5' 5' 7' 25 ' 30 ' 5' 70' 70' 12 4 ' 12 4 ' 21 DRAINAGE &UTILITY EASEMENT TYPICAL LOTDIMENSION FRONT BUILDINGSETBACK BUILDING SETBACK LINE LOT NUMBER REAR BUILDING SETBACK LOT LINE SIDE BUILDINGSETBACK TO GARAGE ROAD RIGHT-OF-WAY X,XXX SF LOT AREA KING PROPERTY DESCRIPTION The West 660.00 feet of the East 1980.00 feet of the North 660.00 feet of the North-Half (N1/2) of the Northeast Quarter(NE1/4), Section Twenty-eight (28), Township One Hundred Fourteen (114), Range Twenty (20), Dakota County, Minnesota. Abstract Property DROGEMULLER PROPERTY DESCRIPTION The West 661.31 feet of the East 1983.05 feet of that part of the North 1/2 of the Northeast 1/4 lying Southerly of the North660.00 feet thereof, Section 28, Township 114, Range 20, Dakota County, Minnesota. Abstract Property ·EXISTING ZONING:RST-2 ·GROSS SITE AREA:20.0 AC (871,214 SF)MAJOR R.O.W.: WETLANDS (TO REMAIN): 0.49 AC (21,344 SF) ·NET SITE AREA:17.76 AC (773,625 SF) ·DEVELOPMENT SUMMARY70 FT SINGLE FAMILY HOMES: 48 LOTS ·PROJECT DENSITY:GROSS:NET: SITE DEVELOPMENT DATA ±2.40 UN/AC±2.61 UN/AC 202ND ST200TH ST 1.14 AC (49,600 SF)0.61 AC (26,401 SF) EXHIBIT E 1049.26 10 0 6 100 8 1010 100 4 10 0 6 100 6 10 0 6 100 8 10 1 2 10 3 0 1040 1050 1060 10 6 0 10 2 2 1022 102 2 1024 10 2 4 10 2 4 1026 1028 10 3 2 103 4 103 6 1038 1042 1044 1046 1048 1052 105 4 1056 10581058 1058 1058 105 81062106210621062 1062 106 2 1064 1064 W CS CS ST S FOFO MAIL COCOCOCOCO CO GE X X X X X X X X X XXXX X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X GA S GAS E SAN SAN SAN SAN SA N SA N SA N WA T WA T WA T WAT WAT WAT WAT STO STO STO ST O ST O ST O ST O ST O WAT WAT WAT WATWATWATWATWATWAT PO H W EE E W GAC W W W W W W GAS X X X X X X X X X X X X X X X X X X X POHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POH POH 1053.2 1047.2 R (3) 1055.2 1052.0 1044.0 R 1052.0 1051.1 1043.1 R 1051.1 1050.3 1042.3 R 1050.3 1049.5 1041.5 R 1049.5 1051.0 1043.7 R (1) 1051.7 10 5 1 . 2 10 4 3 . 2 WO 10 4 3 . 2 10 4 9 . 6 10 4 1 . 6 WO 10 4 1 . 6 10 4 8 . 1 10 4 0 . 1 WO 10 4 0 . 1 10 4 5 . 7 10 3 7 . 7 WO 10 3 7 . 7 10 4 3 . 3 10 3 5 . 3 WO 10 3 5 . 3 10 4 2 . 9 10 3 4 . 9 WO 10 3 4 . 9 10 4 5 . 4 10 3 7 . 4 WO 10 3 7 . 4 10 4 7 . 9 10 3 9 . 9 WO 10 3 9 . 9 10 4 9 . 5 10 4 1 . 5 WO 10 4 1 . 5 1049.2 1041.2 WO 1041.2 1049.6 1041.6 WO 1041.6 1050.1 1042.1 WO 1042.1 10 5 1 . 0 10 4 3 . 0 WO 10 4 3 . 0 10 4 5 . 0 10 3 6 . 8 LO 10 4 0 . 0 10 4 0 . 7 10 3 2 . 7 WO 10 3 2 . 7 10 3 6 . 5 10 2 8 . 5 WO 10 2 8 . 5 10 3 2 . 5 10 2 4 . 5 WO 10 2 4 . 5 10 2 8 . 9 10 2 0 . 9 WO 10 2 0 . 9 1050.3 1042.3 R 1050.3 9. 2 % 6. 6 % 5. 1 % 5. 0 % 8.1% 8.4% 8.3% LP 44.4 51 . 5 50 . 6 49 . 8 49 . 0 48 . 7 49.1 SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 7. 7 % 7. 3 % 7. 1 % 9. 5 % 7.0% 8.5% 8.8% 9.5% 8.6% 49 . 1 5. 4 % 5. 0 % 28.4 49 . 8 9.2% 9.1% 9.3% 9.1% 7.7% 7.8% 8.0 % 7.7 % 7. 9 % 9. 5 % 9. 8 % 9. 0 % 8. 1 % 6.8% 47.6 45.2 42.8 40.2 37.7 35.1 9.0% 7.7% 8.2 % 9. 3 % 9. 5 % 32.8 30.9 29.0 27 . 0 25 . 1 23 . 0 20 . 3 17 . 6 15 . 1 36.0 24.7 27.9 31.6 35.7 39.8 10 4 0 . 7 10 3 2 . 7 WO 10 3 2 . 7 10 3 8 . 2 10 3 0 . 2 WO 10 3 0 . 2 10 3 5 . 6 10 2 7 . 6 WO 10 2 7 . 6 10 3 3 . 3 10 2 5 . 3 WO 10 2 5 . 3 103 1 . 4 102 3 . 4 WO 102 3 . 4 102 9 . 5102 1 . 5 WO 102 1 . 5 1027.5 1019.5 WO 1019.5 1025.6 1017.6 WO 1017.6 1023.5 1015.5 WO 1015.5 1020.8 1012.8 LO 1015.8 1018.1 SOG 1018.1 1015.7 SOG 1015.7 10 1 7 . 7 SO G 10 1 7 . 7 10 1 5 . 3 SO G 10 1 5 . 3 1021.0 1013.5 LO(1) 1016.7 1023.7 1015.7 LO 1018.7 1029 . 9 1021 . 7 LO 1024 . 9 10 3 6 . 5 10 2 8 . 5 WO 10 2 8 . 5 10 3 9 . 2 10 3 1 . 2 WO 10 3 1 . 2 10 2 2 . 6 10 1 5 . 7 LO ( 2 ) 10 1 8 . 9 10 2 5 . 4 10 1 7 . 4 WO 10 1 7 . 4 40.4 33.4 33.5 32.9 12.0 11 . 3 18.1 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 47.3 49.749.9 POND 2 OUTLET=1008.0 BOT=998.0 10-YR HWL= 1009.4 100-YR HWL=1010.8 32.0 36.0 40.2 22.1 24.9 20 . 5 23 . 2 42.4 44.9 47.4 49.0 0 1 2 3 4 5 6 7 8 9 10 11 0 1 2 3 4 5 6 8.6% 20.9 17.2 13.9 17.2 14.8 EOF 14.0 13.0 15.6 17.7 20.8 23.3 31 . 0 31 . 0 22.4 25.2 13 . 0 38.7 EOF 11.5 1049.5 1041.5 R 1049.5 1050.1 1042.1 R 1050.1 6. 3 % 6. 6 % 49 . 6 EOF 46.9 49 . 0 51 . 2 7.1% 9.8% 8.3% 8.3% 8.2% 8.4% 7.7% 8.4% POND 1 NURP OUTLET: 1009.0 BOT: 1002.0 10 YR HWL: 1010.3 100 YR HWL: 1011.6 PO S T - S F POST-SF POST-SF POST-SF POST-SF POST-SF PO S T - S F POST-SFPOST-SFPOST-SFPOST-SFPOST-SF POST-SF PO S T - S F PO S T - S F PO S T - S F PO S T - S F PO S T - S F POST-SF PO S T - S F PO S T - S F PO S T - S F PO S T - S F PO S T - S F 10 1 0 10 2 0 10 1 2 10 1 4 10 1 6 10 1 8 10 2 2 10 2 4 10 2 6 10 1 0 10 1 2 10 1 4 1010 1002100410061008 1012 1014 3:1 3:1 3: 1 3:1 10 : 1 3: 1 3: 1 3: 1 3: 1 1050 1048105210541056 105010461048 1052 1054 1056 3: 1 1000 1010 998 100210041006 1008 1012 1014 1014 1016 1018 1022 1028 10 3 8 1048 1048 1014 10 1 6 10 1 4 10 1 4 10 1 8 10 2 4 10 1 8 1026 1022 1016 1012 1048 1044 104810481050 3: 1 3: 13: 1 6.0% 6.0% 6.0% 6.0% 6.0% 6.0% 6.0 % 6. 0 % 6. 0 % 6.0% 6.0% 6.0% 6.0% 6.0% 6.0% 6.0% 6.0% 10.0% 10.0% 10.0% 10.0% 10.0% 10.0% 10.0% 10.0% 10.0% 10.0 % 10. 0 % 10 . 0 % 10 . 0 % 6. 0 % 6. 0 % 6. 0 % 6. 0 % 6. 0 % 6. 0 % 10 . 0 % 6.0% 37.9 14.9 60 . 3 59 . 1 55 . 2 56 . 4 57 . 8 6.0% WETLAND 2 EX. 10-YR HWL= 1009.6 EX. 100-YR HWL=1011.2 PR. 10-YR HWL= 1009.0 PR. 100-YR HWL=1010.3 10 . 0 % 9. 0 % 9. 2 % 10 . 0 % 10 . 0 % 10 . 0 % 10 . 0 % 6. 2 % 5. 7 % 998.00 10 : 1 998.00 1000 1010 998 100210041006 1008 101210141016 6 7 8 9 10 11 12 13 14 15 16 22 21 20 19 18 17 16 15 14 OUTLOT B 200TH STREET WEST GLARUS LANE GO T H I C A V E N U E 1 2 3 4 8 1 2 3 4 5 876 5 4 OUTLOT A 1 2 3 5 6 3 2 1 7 172 202ND STREET WEST (C.S.A.H. NO. 50) 9 GL O B E D R I V E GL O B E D R I V E GLARUS LANE GOTHIC AV E N U E 13 12 11 10 9 S S S S S S S S S SAN SAN SAN SAN SAN SA N SAN SA N SA N SA N SA N SA N ST ST ST ST ST STO STO ST O STO STO STO STO STO STO ST O ST O ST O ST O WAT WAT WAT WAT WA T WA T WA T WA T WA T WA T WA T WAT WAT WA T WA T WAT 0 1 2 3 4 5 6 7 8 9 SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone heaer re e Fax nneona Toll Free DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA N: \ 0 0 5 2 3 7 5 . 0 0 \ D W G \ C I V I L \ P R E L I M \ 0 0 5 2 3 7 5 - G R 0 1 . D W G 25 5 PROJECT NUMBER: 0052375.00 LAKEVILLE, MN 05/14/25 TDD TDD TDD © 2 0 2 5 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . RESERVE AT CEDAR CREEK OVERALL PRELIMINARY GRADING AND EROSION CONTROL PLAN221 S RIVER RIDGE CIR STE 100 BURNSVILLE, MN 55337 RE S E R V E A T C E D A R C R E E K 01/07/25 5964005/14/25 TOM DESUTTER RESERVE AT CEDAR CREEK, LLC. NOT FOR CONSTRUCTION Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 80' 16' OR 8' 0'80'160'240' 1" = 80' 03/07/25 04/04/25 05/06/25 05/14/25 . CITY COMMENTS CITY COMMENTS CITY COMMENTS CITY COMMENTS . PROPERTY LINE 982 980 SILT FENCESF TOP AND BOTTOM OF RETAINING WALL EMERGENCY OVERFLOW SB-19 SOIL BORING LOCATION STO STORM SEWER TPF TREE PROTECTION FENCE TREE LINE EXISTING PROPOSED INDEX CONTOUR INTERVAL CONTOUR982 980 SPOT ELEVATION FLOW DIRECTION SB-19 RETAINING WALL (MODULAR BLOCK) GRADING LIMITSGL GRADING & EROSION CONTROL LEGEND 1. ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. 2. REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. 3. THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD-VERIFY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. 4. ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. 5. POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. GRADING & DRAINAGE NOTES 0.00% 900.00 900.00 TW=XXX.XX BW=XXX.XX E.O.F. VA R I E S LAST REVISED: 08/15/17TYPICAL LOT GD25 INDICATES A CUSTOM HOUSE PAD WHICH HAS NOT BEEN COMPLETELY GRADED OR PREPARED TO PROPOSED GRADE. ELEVATIONS AND HOUSE STYLES SHOWN ARE ENGINEERS SUGGESTED DESIGN FOR CUSTOM LOTS AND SHOULD BE VERIFIED WITH THE DEVELOPER. G 98 0 . 6 98 9 . 6 98 0 . 0 983.0 WO 98 9 . 2 991.0 DR I V E W A Y LOT CORNER ELEVATION CUSTOM SOG = SLAB ON GRADE UNIT. WO = FULL BASEMENT WALKOUT, GRADED FOR 8.4' OF DIFFERENCE FROM THE REAR GROUND GRADE AT THE WALKOUT TO FRONT GROUND AT GARAGE DOOR. R = RAMBLER, GRADED FOR 7.7' OF DIFFERENCE FROM BASEMENT FLOOR ELEVATION TO FRONT GROUND GRADE AT GARAGE DOOR. R(1) = RAMBLER, GRADED FOR 7.0' OF DIFFERENCE FROM BASEMENT FLOOR ELEVATION TO FRONT GROUND GRADE AT GARAGE DOOR. LO = FULL BASEMENT LOOKOUT GRADED FOR 5.0' OF DIFFERENCE FROM THE REAR GROUND GRADE AT THE LOOKOUT TO THE FRONT GROUND GRADE AT THE GARAGE DOOR. DRAINAGE ARROW LOT NUMBER MINIMUM BASEMENT FLOOR ELEVATION REAR GROUND GRADE AT WALKOUT/LOOKOUT (0.7' BELOW BASEMENT FLOOR ELEVATION FOR WALKOUT) FRONT GROUND GRADE AT GARAGE DOOR NOTE: 1. THE NUMBER IN THE PARENTHESIS INDICATES THE NUMBER OF BLOCKS THAT THE GARAGE IS DROPPED. EACH BLOCK=8". 983.0 99 1. ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. 2. ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. 3. REDUNDANT PERIMETER SEDIMENT CONTROLS ARE NECESSARY WHEN SOIL DISTURBANCE IS WITHIN 50 FEET OF SURFACE WATERS. REDUNDANT SEDIMENT CONTROLS COULD INCLUDE: 3.1. TWO ROWS OF SILT FENCE (SEPARATED BY 8 FEET); OR 3.2. SILT FENCE AND A TOPSOIL BERM (STABILIZE BERM WITH MULCH); OR 3.3. SILT FENCE AND FIBER LOGS; OR 3.4. TOPSOIL BERM AND FIBER LOGS (STABILIZE BERM WITH MULCH). 4. REDUNDANT SEDIMENT CONTROLS MUST BE INSTALLED PRIOR TO DISTURBING WITHIN 50 FEET OF THE SURFACE WATER. EROSION CONTROL NOTES ROCK CONSTRUCTION ENTRANCE EROSION CONTROL BLANKET HIGH/LOW POINTHP/LP 900.00 CL-CL ELEVATIONCL-CL 900.00 PROPOSED STREET PROFILE GRADEX.XX% POND NORMAL WATER LEVEL SILT FENCE-POST GRADINGPOST-SF HEAVY DUTY SILT FENCEHDSF REDUNDANT SEDIMENT CONTROLRSC INLET PROTECTION EROSION CONTROL CHECKS/BIOROLLS WETLAND LINE WETLAND FILL WETLAND BUFFER WETLAND BUFFER LIMITS WETLAND BUFFER MONUMENT SEE SHEET 6 SEE SHEET 7 FEMA 100-YEAR FLOODPLAIN CITY 100-YEAR FLOODPLAIN EXHIBIT F ST FOFO MAIL GE E SAN SAN SAN SAN SA N SA N SA N WA T WA T WA T WAT WAT WAT WAT STO STO STO ST O ST O ST O ST O ST O WAT WAT WAT WATWATWATWATWATWAT PO H EE E GAC POHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POH POH DEVELOPMENT INFO: SETBACKS: 70' LOTS PADS: 56' X 65' 70' (MIN) LOTS: 8400 SF/10200 SF ON CORNERS FRONT SETBACK = 25' SIDE SETBACK = 7/7 REAR SETBACK = 30' CORNER SETBACK = 20' 6 7 8 9 10 11 12 13 14 15 16 22 21 20 19 18 17 16 15 14 OUTLOT B 200TH STREET WEST GLARUS LANE GO T H I C A V E N U E 1 2 3 4 8 1 2 3 4 5 876 5 4 OUTLOT A 1 2 3 5 6 3 2 1 7 172 202ND STREET WEST (C.S.A.H. NO. 50) 9 GL O B E D R I V E GL O B E D R I V E GLARUS LANE GOTHIC AV E N U E 13 12 11 10 9 MH-41 RE=1050.47 IE=1038.47 (8" E) IE=1038.57 (8" W) D=12.0 8" SANITARY STUB-71 8" IE=1038.72 MH-47 RE=1048.73 IE=1036.73 (8" S) D=12.0 MH-76 RE=1047.90 IE=1036.00 (8" W) IE=1035.90 (8" E) D=12.0 MH-48 RE=1039.05 IE=1027.15 (8" N) IE=1027.05 (8" S) D=12.0 MH-63 RE=1033.41 IE=1021.51 (8" N) IE=1021.41 (8" S) D=12.0 MH-65 RE=1028.98 IE=1017.08 (8" N) IE=1016.98 (8" SE) D=12.0 MH-67 RE=1024.09 IE=1012.19 (8" NW) IE=1012.09 (8" E) D=12.0 CONNECT TO EXISTING SANITARY SEWER CONNECT TO EXISTING WATERMAIN CONNECT TO EXISTING WATERMAIN CONSTRUCT MH OVER EXISTING SANITARY SEWER LINE S S S S S S S S S SAN SAN SAN SAN SAN SA N SANSAN SA N SA N SA N SA N SA N ST ST ST ST ST STO STO ST O STO STO STO STO STO STO ST O ST O ST O ST O WAT WAT WAT WAT WA T WA T WA T WA T WA T WA T WA T WAT WAT WA T WA T WAT WAT 0 1 2 3 4 5 6 7 8 9 8" WM STUB IE=1042.56 233 LF-8" PVC SDR 35 @ 2.38%393 LF-8" PVC SDR 35 @ 0.63% 38 LF-8" PVC SDR 35 @ 0.40% 33 3 L F - 8 " P V C S D R 3 5 @ 2 . 8 8 % 15 7 L F - 8 " P V C S D R 3 5 @ 3 . 5 4 % 121 LF-8" PVC SDR 35 @ 3.58% 133 LF-8" PVC SDR 35 @ 3.61% 363 LF-8" PVC SDR 35 @ 3.68% 8" PVC C900 DR18 W.M 8" PV C C 9 0 0 D R 1 8 W . M 8" PVC C900 DR18 W.M HYDRANT (TYP.) GATE VALVE (TYP.) HYDRANT (TYP.) MH-106 RE=1012.10 IE=998.72 (8" W) IE=998.62 (8" E) D=13.5 SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone heaer re e Fax nneona Toll Free DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA N: \ 0 0 5 2 3 7 5 . 0 0 \ D W G \ C I V I L \ P R E L I M \ 0 0 5 2 3 7 5 - U T 0 1 . D W G 25 8 PROJECT NUMBER: 0052375.00 LAKEVILLE, MN 05/14/25 TDD TDD TDD © 2 0 2 5 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . RESERVE AT CEDAR CREEK PRELIMINARY SANITARY SEWER AND WATERMAIN PLAN221 S RIVER RIDGE CIR STE 100 BURNSVILLE, MN 55337 RE S E R V E A T C E D A R C R E E K 01/07/25 5964005/14/25 TOM DESUTTER RESERVE AT CEDAR CREEK, LLC. NOT FOR CONSTRUCTION Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 80' 16' OR 8' 0'80'160'240' 1" = 80' 03/07/25 04/04/25 05/06/25 05/14/25 . CITY COMMENTS CITY COMMENTS CITY COMMENTS CITY COMMENTS . SAN EXISTING PROPOSED STO WAT WAT OVERALL UTILITY LEGEND 1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OF ANY DIFFERENCES. 2. UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL CONFORM TO THE 2023 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., 2020 EDITION AND SUPPLEMENTAL SPECIFICATIONS SEPTEMBER 2022. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE LOCAL AGENCY. 3. THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THE PROPERTY LIMITS. 4. VERIFY EXISTING INVERT LOCATION & ELEVATION PRIOR TO BEGINNING CONSTRUCTION. 5. THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION. GENERAL UTILITY NOTES S DT SANITARY SEWER STORM SEWER WATER MAIN HYDRANT DRAIN TILE FUTURE EXHIBIT G ST FOFO MAIL GE E SAN SAN SAN SAN SA N SA N SA N WA T WA T WA T WAT WAT WAT WAT STO STO STO ST O ST O ST O ST O ST O WAT WAT WAT WATWATWATWATWATWAT PO H EE E GAC POHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POH POH DEVELOPMENT INFO: SETBACKS: 70' LOTS PADS: 56' X 65' 70' (MIN) LOTS: 8400 SF/10200 SF ON CORNERS FRONT SETBACK = 25' SIDE SETBACK = 7/7 REAR SETBACK = 30' CORNER SETBACK = 20' 6 7 8 9 10 11 12 13 14 15 16 22 21 20 19 18 17 16 15 14 OUTLOT B 200TH STREET WEST GLARUS LANE GO T H I C A V E N U E 1 2 3 4 8 1 2 3 4 5 876 5 4 OUTLOT A 1 2 3 5 6 3 2 1 7 172 202ND STREET WEST (C.S.A.H. NO. 50) 9 GL O B E D R I V E GL O B E D R I V E GLARUS LANE GOTHIC AV E N U E 13 12 11 10 9 POND 2 OUTLET=1008.0 BOT=998.0 10-YR HWL= 1009.4 100-YR HWL=1010.8 POND 1 NURP OUTLET: 1009.0 BOT: 1002.0 10 YR HWL: 1010.3 100 YR HWL: 1011.6 WETLAND 2 EX. 10-YR HWL= 1009.6 EX. 100-YR HWL=1011.2 PR. 10-YR HWL= 1009.0 PR. 100-YR HWL=1010.3 S S S S S S S S S SAN SAN SAN SAN SAN SA N SANSAN SA N SA N SA N SA N SA N ST ST ST ST ST STO STO ST O STO STO STO STO STO STO ST O ST O ST O ST O WAT WAT WAT WAT WA T WA T WA T WA T WA T WA T WA T WAT WAT WA T WA T WAT WAT 0 1 2 3 4 5 6 7 8 9 CLEANOUT (TYP.) DT IE = 29.61 6" PERF. PVC DRAINTILE 1% MINIMUM 6" PERF. PVC DRAINTILE 1% MINIMUM 4" RIGID PVC SERVICE DRAINTILE 1% MINIMUM 4" RIGID PVC SERVICE DRAINTILE 1% MINIMUM CBMH-83 RE=1049.10 IE=1039.05 (15" E) IE=1039.05 (18" S) D=10.1 CBMH-60 RE=1047.55 IE=1043.55 (12" E) D=4.0 CBMH-59 RE=1048.18 IE=1043.40 (12" W) IE=1038.72 (18" N) IE=1038.72 (18" S) D=9.5 CBMH-78 RE=1047.53 IE=1042.76 (12" S) IE=1042.76 (15" W) D=4.8 CBMH-77 RE=1046.91 IE=1042.91 (12" N) D=4.0 CBMH-14 RE=1047.53 IE=1042.76 (12" S) IE=1041.79 (15" E) IE=1039.68 (12" N) IE=1039.68 (15" W) D=7.8 CBMH-86 RE=1046.90 IE=1042.91 (12" N) D=4.0 CBMH-16 RE=1044.37 IE=1040.37 (12" S) D=4.0 CBMH-58 RE=1037.82 IE=1027.31 (12" E) D=10.5 CBMH-57 RE=1040.78 IE=1027.16 (12" W) IE=1027.16 (18" N) IE=1013.27 (18" E) D=29.5 CBMH-95 RE=1019.60 IE=1008.55 (30" N) IE=1008.55 (15" E) IE=1008.55 (30" S) D=11.0 CBMH-97 RE=1012.46 IE=1008.46 (30" N) IE=1008.46 (30" S) D=6.0 2.0' SUMP=1006.46 OCS-61 RE=1013.00 IE=1009.00 (30" S) IE=1008.00 (30" N) D=5.0 OCS-73 RE=1012.00 IE=1006.00 (12" W) IE=1008.00 (12" E) D=6.0 CBMH-54 RE=1013.12 IE=1009.12 (12" N) D=4.0 CBMH-53 RE=1013.76 IE=1008.99 (12" S) IE=1008.99 (15" W) D=4.8 18" FES-81 RE=1010.92 IE=1009.00 (18" W) D=0.0 30" FES-50 IE=1008.00 30" FES-62 IE=1008.00 30" FES-74 IE=1006.00 12" FES-107 IE=1006.00 6" PERF. PVC DRAINTILE 1% MINIMUM 30 LF-12" RCP CL 5 @ 0.50% 295 LF-15" RCP CL 5 @ 0.33% 137 LF-12" RCP CL 5 @ 0.50% 190 LF-15" RCP CL 5 @ 0.33% 130 LF-18" RCP CL 5 @ 0.25% 30 LF-12" RCP CL 5 @ 0.50% 30 8 L F - 1 8 " R C P C L 5 @ 3 . 7 6 % 30 LF-12" RCP CL 5 @ 0.50% 214 LF-18" RCP CL 5 @ 2.00% 21 LF-30" RCP CL 3 @ 0.00% 150 LF-30" STM SWR @ 0.30% 30 LF-12" RCP CL 5 @ 0.44%164 LF-15" RCP CL 5 @ 0.27% 31 LF-30" RCP CL 3 @ 0.30% 157 LF-30" RCP CL 3 @ 0.29% N: \ 0 0 5 2 3 7 5 . 0 0 \ D W G \ C I V I L \ P R E L I M \ 0 0 5 2 3 7 5 - U T 0 1 . D W G 25 9 PROJECT NUMBER: 0052375.00 LAKEVILLE, MN 05/14/25 TDD TDD TDD © 2 0 2 5 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . RESERVE AT CEDAR CREEK PRELIMINARY STORM SEWER PLAN221 S RIVER RIDGE CIR STE 100 BURNSVILLE, MN 55337 RE S E R V E A T C E D A R C R E E K 01/07/25 5964005/14/25 TOM DESUTTER RESERVE AT CEDAR CREEK, LLC. NOT FOR CONSTRUCTION SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone heaer re e Fax nneona Toll Free DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 80' 16' OR 8' 0'80'160'240' 1" = 80' 03/07/25 04/04/25 05/06/25 05/14/25 . CITY COMMENTS CITY COMMENTS CITY COMMENTS CITY COMMENTS . SAN EXISTING PROPOSED STO WAT WAT OVERALL UTILITY LEGEND 1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OF ANY DIFFERENCES. 2. UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL CONFORM TO THE 2023 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., 2020 EDITION AND SUPPLEMENTAL SPECIFICATIONS SEPTEMBER 2022. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE LOCAL AGENCY. 3. THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THE PROPERTY LIMITS. 4. VERIFY EXISTING INVERT LOCATION & ELEVATION PRIOR TO BEGINNING CONSTRUCTION. 5. THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION. GENERAL UTILITY NOTES S DT SANITARY SEWER STORM SEWER WATER MAIN HYDRANT DRAIN TILE FUTURE EXHIBIT H W CS CS FOFO MAIL SAN SAN SA N SA N SA N WA T WA T WA T WAT WAT STO STO ST O ST O ST O ST O ST O WAT WAT WAT WATWATWATWATWATWAT PO H POHPOHPOHPOHPOHPOHPOHPOHPOH W W AC W W W W W W POHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POH POH 6 7 8 9 10 11 12 13 14 15 16 22 21 20 19 18 17 16 15 14 OUTLOT B 200TH STREET WEST GLARUS LANE GO T H I C A V E N U E 1 2 3 4 8 1 2 3 4 5 876 5 4 OUTLOT A 1 2 3 5 6 3 2 1 7 172 202ND STREET WEST (C.S.A.H. NO. 50) 9 GL O B E D R I V E GL O B E D R I V E GLARUS LANE GOTHIC AV E N U E 13 12 11 10 9 SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF N: \ 0 0 5 2 3 7 5 . 0 0 \ D W G \ C I V I L \ P R E L I M \ 0 0 5 2 3 7 5 - T P 0 1 . D W G 25 15 PROJECT NUMBER: 0052375.00 LAKEVILLE, MN 05/14/25 TDD TDD TDD © 2 0 2 5 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . RESERVE AT CEDAR CREEK OVERALL TREE INVENTORY PLAN221 S RIVER RIDGE CIR STE 100 BURNSVILLE, MN 55337 RE S E R V E A T C E D A R C R E E K 01/07/25 RESERVE AT CEDAR CREEK, LLC. 05/14/25 26971 CORY L. MEYER NOT FOR CONSTRUCTION SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone heaer re e Fax nneona Toll Free DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 80' 16' OR 8' 0'80'160'240' 1" = 80' 03/07/25 04/04/25 05/06/25 05/14/25 . CITY COMMENTS CITY COMMENTS CITY COMMENTS CITY COMMENTS . DENOTES EXISTING CONIFEROUS TREE TO REMAIN DENOTES EXISTING DECIDUOUS TREE TO REMAIN DENOTES EXISTING CONIFEROUS TREE TO BE REMOVED DENOTES EXISTING DECIDUOUS TREE TO BE REMOVED SILT FENCE / REMOVAL AND DISTURBANCE LIMITS " T " POST OR EQUAL 6' MAX. ORANGE MESH CONSTRUCTION FENCE LOCATION AS SHOWN ON PLAN. MAINTAIN MAXIMUM DISTANCE FROM TRUNK POSSIBLE. ORANGE CONSTRUCTION FENCE STAKED EVERY 6' 1. PRUNING WILL BE DONE BY PROFESSIONALS DURING APPROPRIATE PRUNING SEASON. 2. NO STORAGE OF MATERIALS, OPERATION OF MACHINERY, OR DEVELOPMENT OF ANY SORT WILL OCCUR WITHIN THE FENCE-LINE WITHOUT APPROVAL IN WRITING FROM THE CITY. 3. SITE GRADING TO BE DONE ONLY AFTER PROTECTIVE MEASURES HAVE BEEN TAKEN, CITY HAS APPROVED FENCING LOCATIONS, AND ALL CONTRACTORS HAVE BEEN BRIEFED ON TREE PRESERVATION TECHNIQUES. LAST REVISED:05/28/15 TREE PROTECTION TP08 NOTES: PLAN ELEVATION DRIPLINE 6' METAL FENCE POST. STAKE EVERY 6' MAXIMUM. TREE PROTECTION DETAIL LEGEND TREE INVENTORY CALC. (BOTH PROPERTIES) SF EXHIBIT I N: \ 0 0 5 2 3 7 5 . 0 0 \ D W G \ C I V I L \ P R E L I M \ 0 0 5 2 3 7 5 - T P 0 1 . D W G 2517 PROJECT NUMBER: 0052375.00 LAKEVILLE, MN 05/14/25 TDD TDD TDD © 2 0 2 5 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . RESERVE AT CEDAR CREEK TREE INVENTORY DATA -KING PROPERTY221 S RIVER RIDGE CIR STE 100BURNSVILLE, MN 55337 RE S E R V E A T C E D A R C R E E K 01/07/25 RESERVE AT CEDAR CREEK, LLC. 05/14/25 26971CORY L. MEYER NOT FOR CONSTRUCTION SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone heaer re e Fax nneona Toll Free DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com ########## ### OR ## 03/07/25 04/04/25 05/06/25 05/14/25 . CITY COMMENTS CITY COMMENTS CITY COMMENTS CITY COMMENTS . *ABBREVIATIONS:PD=PHYSICALLY DAMAGEDBD=BIOLOGICALLY DAMAGEDDD=DEADX=MULTI-TRUNKED DATA LEGEND TREES TO BE SAVED TREES TO BE REMOVED TREES OFFSITE EXHIBIT J N: \ 0 0 5 2 3 7 5 . 0 0 \ D W G \ C I V I L \ P R E L I M \ 0 0 5 2 3 7 5 - T P 0 1 . D W G 2519 PROJECT NUMBER: 0052375.00 LAKEVILLE, MN 05/14/25 TDD TDD TDD © 2 0 2 5 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . RESERVE AT CEDAR CREEK TREE INVENTORY DATA -DROGEMULLERPROPERTY221 S RIVER RIDGE CIR STE 100BURNSVILLE, MN 55337 RE S E R V E A T C E D A R C R E E K 01/07/25 RESERVE AT CEDAR CREEK, LLC. 05/14/25 26971CORY L. MEYER NOT FOR CONSTRUCTION SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone heaer re e Fax nneona Toll Free DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 03/07/25 04/04/25 05/06/25 05/14/25 . CITY COMMENTS CITY COMMENTS CITY COMMENTS CITY COMMENTS . *ABBREVIATIONS:PD=PHYSICALLY DAMAGEDBD=BIOLOGICALLY DAMAGEDDD=DEADX=MULTI-TRUNKED DATA LEGEND TREES TO BE SAVED TREES TO BE REMOVED TREES OFFSITE FOFO MAIL SAN SAN SA N SA N SA N WA T WA T WA T WAT WAT STO STO ST O ST O ST O STO STO WAT WAT WAT WATWATWATWATWATWAT PO H POHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POH POH 6 7 8 9 10 11 12 13 14 15 16 22 21 20 19 18 17 16 15 14 OUTLOT B 200TH STREET WEST GLARUS LANE GO T H I C A V E N U E 1 2 3 4 8 1 2 3 4 5 876 5 4 OUTLOT A 1 2 3 5 6 3 2 1 7 172 202ND STREET WEST (C.S.A.H. NO. 50) 9 GL O B E D R I V E GL O B E D R I V E GLARUS LANE GOTHIC AVENUE 13 12 11 10 9 CODE QTY COMMON / BOTANICAL NAME SIZE ROOT SPACING O.C. MATURE SIZE DECIDUOUS TREES - 75 ACE 8 ACCOLADE ELM / ULMUS X 'MORTON'2.5" CAL.B&B AS SHOWN H 70` W 40`-50` AGG 1 AUTUMN GOLD GINKGO / GINKGO BILOBA 'AUTUMN GOLD'2.5" CAL B&B AS SHOWN H 50` W 30` FFM 7 FALL FIESTAR MAPLE / ACER SACCHARUM 'BAILSTA'2.5" CAL. B&B AS SHOWN H 50`-75` W 50` FYL 10 FRONTYARD LINDEN / TILIA AMERICANA 'BAILYARD'2.5" CAL. B&B AS SHOWN H 60`-70` W 30`-40` HAK 8 HACKBERRY / CELTIS OCCIDENTALIS 2.5" CAL B&B AS SHOWN H 40`-60` W 40` REO 10 RED OAK / QUERCUS RUBRA 2.5" CAL.B&B AS SHOWN H 50`-70` W 40`-50` RVB 1 RIVER BIRCH / BETULA NIGRA 10` HT.-CLUMP B&B AS SHOWN H 40`-60` W 30`-40` SGM 8 SIENNA GLEN MAPLE / ACER X FREEMANII 'SIENNA'2.5" CAL. B&B AS SHOWN H 40`-50` W 35`-40` SKH 7 SKYLINE HONEY LOCUST / GLEDITSIA TRIACANTHOS INERMIS 'SKYCOLE' 2.5" CAL B&B AS SHOWN H 50` W 30`-35` SCE 6 ST CROIX ELM / ULMUS AMERICANA 'ST. CROIX'2.5" CAL. B&B AS SHOWN H 60`-80` W 40`-60` SWO 1 SWAMP WHITE OAK / QUERCUS BICOLOR 2.5" CAL.B&B AS SHOWN H 50`-60` W 60`-80` WHO 8 WHITE OAK / QUERCUS ALBA 2.5" CAL. B&B AS SHOWN H 60`-80` W 60`-80` EVERGREEN TREES - 22 BHS 4 BLACK HILLS SPRUCE / PICEA GLAUCA DENSATA 8` HT.B&B AS SHOWN H 35`-45` W 20`-25` COS 7 COLORADO SPRUCE / PICEA PUNGENS 8` HT. B&B AS SHOWN H 40`-60` W 15`-30` COF 2 CONCOLOR FIR / ABIES CONCOLOR 8` HT. B&B AS SHOWN H 40'-50' W 15'-30' NOP 3 NORWAY PINE / PINUS RESINOSA 8` HT. B&B AS SHOWN H 60`-80` W 25`-30` NOS 3 NORWAY SPRUCE / PICEA ABIES 8` HT. B&B AS SHOWN H 60`-80` W 25`-30` WHP 3 WHITE PINE / PINUS STROBUS 8` HT.B&B AS SHOWN H 50`-80` W 30`-40` ORNAMENTAL TREES - 3 SDC 3 SNOWDRIFT CRABAPPLE / MALUS X 'SNOWDRIFT'2.0" CAL.B&B AS SHOWN H 20` W 20` ACE* 4 ACCOLADE ELM / ULMUS X 'MORTON'2.5" CAL.B&B AS SHOWN H 70` W 40`-50` AGG* 8 AUTUMN GOLD GINKGO / GINKGO BILOBA 'AUTUMN GOLD'2.5" CAL B&B AS SHOWN H 50` W 30` FFM* 3 FALL FIESTA MAPLE / ACER SACCHARUM 'BAILSTA'2.5" CAL. B&B AS SHOWN H 50`-75` W 50` FYL* 1 FRONTYARD LINDEN / TILIA AMERICANA 'BAILYARD'2.5" CAL. B&B AS SHOWN H 60`-70` W 30`-40` HAK* 3 HACKBERRY / CELTIS OCCIDENTALIS 2.5" CAL B&B AS SHOWN H 40`-60` W 40` REO* 2 RED OAK / QUERCUS RUBRA 2.5" CAL.B&B AS SHOWN H 50`-70` W 40`-50` RVB* 7 RIVER BIRCH / BETULA NIGRA 10` HT.-CLUMP B&B AS SHOWN H 40`-60` W 30`-40` SGM* 4 SIENNA GLEN MAPLE / ACER X FREEMANII 'SIENNA'2.5" CAL. B&B AS SHOWN H 40`-50` W 35`-40` SKH*5 SKYLINE HONEY LOCUST / GLEDITSIA TRIACANTHOS INERMIS 'SKYCOLE' 2.5" CAL B&B AS SHOWN H 50` W 30`-35` SCE* 1 ST CROIX ELM / ULMUS AMERICANA 'ST. CROIX'2.5" CAL. B&B AS SHOWN H 60`-80` W 40`-60` SWO*8 SWAMP WHITE OAK / QUERCUS BICOLOR 2.5" CAL.B&B AS SHOWN H 50`-60` W 60`-80` WHO* 2 WHITE OAK / QUERCUS ALBA 2.5" CAL. B&B AS SHOWN H 60`-80` W 60`-80` DECIDUOUS TREES - 48 CODE QTY COMMON / BOTANICAL NAME SIZE ROOT SPACING O.C. MATURE SIZE N: \ 0 0 5 2 3 7 5 . 0 0 \ D W G \ C I V I L \ P R E L I M \ 0 0 5 2 3 7 5 - L P 0 1 . D W G 2520 PROJECT NUMBER: 0052375.00 LAKEVILLE, MN 05/14/25 TDD TDD TDD © 2 0 2 5 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . RESERVE AT CEDAR CREEK OVERALL PRELIMINARYLANDSCAPE PLAN221 S RIVER RIDGE CIR STE 100BURNSVILLE, MN 55337 RE S E R V E A T C E D A R C R E E K 01/07/25 RESERVE AT CEDAR CREEK, LLC. 05/14/25 26971CORY L. MEYER NOT FOR CONSTRUCTION SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone heaer re e Fax nneona Toll Free DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 80' 16' OR 8' 0'80'160'240' 1" = 80' 03/07/25 04/04/25 05/06/25 05/14/25 . CITY COMMENTS CITY COMMENTS CITY COMMENTS CITY COMMENTS . PRELIMINARY LANDSCAPE SCHEDULE - DEVELOPER TREES NOTES: 1. STREET TREE LOCATIONS AND SPACING ARE SUBJECT TO CHANGE BASED ON CONSTRUCTED DRIVEWAY AND UTILITY LOCATIONS. 2. TREES SHALL BE PLANTED IN FRONT OF SINGLE FAMILY LOTS 20' FROM BACK OF CURB IN A LOCATION THAT DOES NOT INTERFERE WITH CURBSTOPS OR INDIVIDUAL SEWER &WATER CONNECTIONS. 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4. DECIDUOUS TREES SHOULD BE LOCATED A MINIMUM OF 5' OFF ANY UTILITY PIPE AND CONIFEROUS TREES TREES SHOULD BE LOCATED A MINIMUM OF 15' OFF ANY UTILITYPIPE. 5. NO TREE SHOULD BE LOCATED WITHIN 10' OF A HYDRANT OR 15' FROM A STREETLIGHT. 6. NO TREES SHOULD BE LOCATED WITHIN A STORM POND HWL. 7. NO TREES SHOULD BE LOCATED WITHIN STORM POND ACCESS ROUTE. 8. NO DECIDUOUS TREE WITH 5' OF A SIDEWALK OR TRAIL AND NO CONIFEROUS TREES WITHIN 20' OF A PROPOSED SIDEWALK OR TRAIL. 9. BUFFER YARD EVERGREEN TREES WITHIN LOT 15, BLOCK 3 MUST BE AT LEAST 10 FEET IN HEIGHT. NATIVE SEEDING LEGEND MNDOT WET DITCH (WD)TOTAL AREA (0.4 AC) MNDOT SOUTHERNTALLGRASS ROADSIDE (STR)TOTAL AREA (1.3 AC) * ALL DISTURBED AREAS TO BE SODDEDUNLESS NOTED OTHERWISE * ALL DISTURBED AREAS IN R.O.W. TO BESEEDED WITH MESIC GENERAL ROADSIDESEED MIX (25-141)OVERSTORYDECIDUOUS TREE OVERSTORY DECIDUOUSSTREET TREE ORNAMENTAL TREE PLANT LEGEND EVERGREEN TREE LANDSCAPE REQUIREMENTS & PROVISIONS EXISTING DECIDUOUSTREE TO REMAIN EXISTING CONIFEROUSTREE TO REMAIN DECIDUOUS YARD TREE(BY HOME BUILDER) PRELIMINARY LANDSCAPE SCHEDULE - HOME BUILDER TREES ABBREVIATIONS: B.B. = BALLED AND BURLAPPED CAL. = CALIPER HT. = HEIGHT MIN. =MINIMUM O.C. = ON CENTER SP. = SPREAD QTY .= QUANTITY CONT. = CONTAINERNOTES: 1) QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY.2) LABELS WITH * SYMBOL REPRESENT YARD TREE (BY HOME BUILDER), NO DIFFERENCE IN SPEC. FROM OTHER DECIDUOUS TREES EXHIBIT K Dakota County Surveyor’s Office Western Service Center 14955 Galaxie Avenue Apple Valley, MN 55124 952.891 -7087 Fax 952.891 -7127 www.co.dakota.mn.us March 13, 2025 City of Lakeville 20195 Holyoke Ave. Lakeville, MN 55044 Re: RESERVE AT CEDAR CREEK The Dakota County Plat Commission met on March 12, 2025, to consider the preliminary plat of the above referenced plat. The plat is adjacent to CSAH 50 (202nd St. W.) and is therefore subject to the Dakota County Contiguous Plat Ordinance. The proposed site includes a residential development for 58 lots. The right-of-way needs for a 2-lane divided roadway are 60 feet of half right of way, which has been met. Restricted access should be shown along all of CSAH 50. A quit claim deed to Dakota County for restricted access is required with the recording of the plat mylars. The Plat Commission has approved the preliminary and final plat, provided that the described conditions are met, and will recommend approval to the County Board of Commissioners on April 8, 2025. Traffic volumes on CSAH 50 are 7,800 ADT and are anticipated to be 7,300 ADT by the year 2040. These traffic volumes indicate that current Minnesota noise standards for residential units could be exceeded for the proposed plat. Residential developments along County highways commonly result in noise complaints. In order for noise levels from the highway to meet acceptable levels for adjacent residential units, substantial building setbacks, buffer areas, and other noise mitigation elements should be incorporated into this development. No work shall commence in the County right of way until a permit is obtained from the County Transportation Department and no permit will be issued until the plat has been filed with the County Recorder’s Office. The Plat Commission does not review or approve the actual engineering design of proposed accesses or other improvements to be made in the right of way. Nothing herein is intended to restrict or limit Dakota County’s rights with regards to Dakota County rights of way or property. The Plat Commission highly recommends early contact with the Transportation Department to discuss the permitting process which reviews the design and may require construction of highway improvements, including, but not limited to, turn lanes, drainage features, limitations on intersecting street widths, medians, etc. Please contact TJ Bentley regarding permitting questions at (952) 891-7115 or Todd Tollefson regarding Plat Commission or Plat Ordinance questions at (952) 891-7070. Sincerely, Todd B. Tollefson Secretary, Plat Commission c: John Anderson, developer EXHIBIT L City of Lakeville Public Works – Engineering Division Memorandum Kris Jenson, Planning Manager Alanna Sobottka, Civil Engineer McKenzie L. Cafferty, Environmental Resources Manager Joe Masiarchin, Parks and Recreation Director Julie Stahl, Finance Director Tina Goodroad, Community Development Director Dave Mathews, Building Official May 13, 2025 Reserve at Cedar Creek • Preliminary Plat • Preliminary Utility Plan • Preliminary Grading and Erosion Control Plan • Preliminary Tree Preservation and Landscaping Plan Reserve at Cedar Creek, LLC submitted a preliminary plat named Reserve at Cedar Creek. The proposed subdivision is located south of and adjacent to 200th Street, west of Cedar Avenue (CSAH 23) and north of and adjacent to 202nd Street (CSAH 50). The parent parcels consist of two metes and bounds parcels (PID Nos. 22-02800-01-022 and 22-02800-01-028) and are zoned RST-2, Single and Two Family Residential District. The preliminary plat consists of 48 residential lots within three blocks, and two outlots on 20.00 acres. The outlots created with the preliminary plat have the following uses: Outlot A: Stormwater Management; deeded to City (2.05 acres) Outlot B: Stormwater Management, Wetland, and Buffer; deeded to City (2.13 acres) The development will be completed by: Developer: Reserve at Cedar Creek, LLC Engineer/Surveyor: Westwood Professional Services RESERVE AT CEDAR CREEK – PRELIMINARY PLAT MAY 13, 2025 PAGE 2 OF 6 SITE CONDITIONS The Reserve at Cedar Creek site consists of two existing homesteads. All existing structures, accessory buildings, driveways and aprons, fences and septic systems shall be removed, and all wells shall be abandoned with the final plat. The Developer shall provide a security with the final plat to ensure the work is completed and certified in accordance with all applicable codes and regulations, including demolition permit from the Building Inspections Division. 200th Street Reserve at Cedar Creek is located south of and adjacent to 200th Street, a City roadway classified as a minor collector. The Developer is dedicating the south ½ right-of-way of 40 feet, as shown on the preliminary plat. Dedication of the north ½ right-of-way will be collected when the adjoining property to the north is subdivided. 200th Street is a two-lane undivided rural gravel roadway. 200th Street will be constructed in the future consistent with City urban collector roadway design standards. There are no programmed improvements in Lakeville’s current adopted 5-year Capital Improvement Plan (2025-2029). 202nd Street (CSAH 50) Reserve at Cedar Creek is located north of and adjacent to 202nd Street, a minor arterial County highway, as identified in the City’s Transportation Plan. The current Dakota County Plat Review Needs Map indicates a 75-foot-wide half right-of-way requirement, which is shown to be dedicated on the preliminary plat. Local Roads Development of Reserve at Cedar Creek includes the extension of Glarus Lane and Gothic Avenue, City roadways classified as local roads. The roadways are designed as 32-foot-wide urban roads with a sidewalk along one side, within a 60-foot-wide right-of-way. The Developer is dedicating the necessary right-of-way as shown on the preliminary plat. Construction traffic access and egress for grading, utility and street construction is restricted to the 200th Street and Globe Drive intersection, via Cedar Avenue (CSAH 23). Construction access and egress is not permitted on Hamburg Avenue. RESERVE AT CEDAR CREEK – PRELIMINARY PLAT MAY 13, 2025 PAGE 3 OF 6 PARKS, TRAILS, AND SIDEWALKS Development of Reserve at Cedar Creek includes the construction of public sidewalks. Five- foot-wide concrete sidewalks, with pedestrian curb ramps, will be installed along one side of all local streets. The Park Dedication requirement has not been collected on the parent parcels and will be satisfied through a cash contribution with the final plat, calculated based on the rate in effect at that time. Reserve at Cedar Creek is located within subdistrict SC-10070 of the South Creek sanitary sewer district. Wastewater will be conveyed through City sanitary sewer to the MCES interceptor sewer monitored by meter M646. Wastewater treatment is provided by the Empire Wastewater Treatment Facility. Development of Reserve at Cedar Creek includes construction of public sanitary sewer. 8-inch sanitary sewer will extend within the subdivision from existing stubs located within Glarus Lane (west of the Globe Drive intersection) and Gothic Avenue (west of the Globe Drive intersection). The Developer shall extend public sanitary sewer to the west plat boundary (west of the Glarus Lane and Gothic Avenue intersection) to provide for future development. The Developer is responsible for obtaining all necessary temporary easements, as applicable, so that future sanitary sewer connections do not impact any existing public streets. The Sanitary Sewer Availability Charge has not been collected on the parent parcels and will be satisfied through a cash contribution with the final plat, calculated based on the rate in effect at that time. Development of Reserve at Cedar Creek includes construction of public watermain. 8-inch watermain will extend within the subdivision from existing stubs located within Glarus Lane (west of the Globe Drive intersection) and Gothic Avenue (west of the Globe Drive intersection). The Developer shall extend public watermain to the west plat boundary (west of the Glarus Lane and Gothic Avenue intersection) to provide for future development. The Developer is responsible for obtaining any necessary temporary easements, as applicable, so that future watermain connections do not impact any existing public streets. Existing aboveground equipment (utility lines and poles) is located along the south side of 200th Street, adjacent to the parent parcels. The equipment must be relocated and maintained RESERVE AT CEDAR CREEK – PRELIMINARY PLAT MAY 13, 2025 PAGE 4 OF 6 underground with development of Reserve at Cedar Creek, consistent with the City’s Public Ways and Property Ordinance. The Developer shall provide a security with the final plat to ensure the work is completed and certified in accordance with all applicable codes and regulations. Reserve at Cedar Creek is located within subdistrict SC-095 of the South Creek stormwater district. The Reserve at Cedar Creek preliminary plat includes construction of two stormwater management basins to provide water quality treatment and rate control of the stormwater runoff generated from Reserve at Cedar Creek. These basins are placed within Outlots A and B that will be deeded to the City with the final plat. The final grading plan shall identify all fill lots in which building footings will be placed on fill material. The grading specifications shall also indicate that all embankments meet FHA/HUD 79G specifications. The Developer shall certify to the City that all lots with footings placed on fill material are appropriately constructed. Building permits will not be issued until a soils report and an as-built certified grading plan are submitted and approved by City staff. Reserve at Cedar Creek contains more than one acre of site disturbance. A National Pollution Discharge Elimination System General Stormwater Permit for construction activity is required from the Minnesota Pollution Control Agency for areas exceeding one acre being disturbed by grading. A copy of the Notice of Stormwater Permit Coverage must be submitted to the City upon receipt from the MPCA. Reserve at Cedar Creek includes construction of public storm sewer systems. Storm sewer will be constructed within the subdivision to collect and convey stormwater runoff generated from within the public right-of-way and lots to a public stormwater management basin located within Outlots A and B, Reserve at Cedar Creek. Draintile construction is required in areas of non-granular soils within Reserve at Cedar Creek for the street subgrade and lots. Any additional draintile construction, including perimeter draintile required for building footings, deemed necessary during construction by the City shall be the Developer’s responsibility to install and finance. The Storm Sewer Charge has not been collected on the parent parcels and will be collected with the final plat, calculated based on the rate in effect at that time. RESERVE AT CEDAR CREEK – PRELIMINARY PLAT MAY 13, 2025 PAGE 5 OF 6 Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the final construction plans. Reserve at Cedar Creek is shown on the Flood Insurance Rate Map (Map No. 27037C0211E; Eff. Date 12/2/2011; Revised to reflect LOMR Eff. Date 5/5/2025) primarily as Zone X by the Federal Emergency Management Agency (FEMA). Based on this designation, the lots within Reserve at Cedar Creek are not located within a Special Flood Hazard Area (SFHA), as determined by FEMA. South Creek crosses through the southwest corner of Reserve at Cedar Creek and is designated as Zone AE, and therefore within a Special Flood Hazard Area (SFHA). The area mapped as Zone AE will be placed in an outlot and deeded to the City at the time of final plat approval. The wetland delineation for the site was completed and approved on 8/16/2024. The wetland delineation for the area outlined in the reports has been determined to be acceptable for use in implementing the Wetland Conservation Act. The plans propose to impact one lower quality wetland that is located within farm pasture. The total proposed wetland impact is 0.125 acres. A wetland replacement plan was approved 3/11/2025. The developer has purchased 0.25 acres of wetland banking credit to replace the wetland impacts. The remaining creek, wetland and buffers on the site will be placed in City-owned outlots. Natural Area signs will be installed along the wetland buffers (4 locations). Final locations must be reviewed by City staff prior to installation. The Developer is responsible for the establishment and of the wetland buffers with native vegetation. The tree preservation/inventory plan submitted with the Reserve at Cedar Creek preliminary plat identifies approximately 857 existing significant trees located within the preliminary plat boundaries. Most of the trees will be removed for the grading of site. All “save” trees that are damaged or removed will require replacement at a ratio of 2:1 as per the Lakeville Subdivision Ordinance. RESERVE AT CEDAR CREEK – PRELIMINARY PLAT MAY 13, 2025 PAGE 6 OF 6 EROSION CONTROL The Developer is responsible for obtaining a MPCA Construction Permit and updating the SWPPP, including changes during construction, for the duration of the project. The permit requires that all erosion and sediment BMPs be clearly outlined in the project SWPPP. The Developer is responsible for the establishment of native vegetation around all stormwater management basins and along the creeks and wetlands within the buffer areas. Redundant silt fence is required along all wetlands and waterways that do not have an established 50-foot buffer. Additional erosion control measures may be required during construction, as deemed necessary by City staff, and must be installed and maintained by the Developer. The MS4 Administration Fee has not been collected on the parent parcels and shall be paid with the final plat, calculated based on the rate in effect at that time. Engineering recommends approval of the preliminary plat, grading and erosion control plan, tree preservation, landscape, and utility plan for Reserve at Cedar Creek, subject to the requirements and stipulations within this report.