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Home My WebLink About09(A) - Resolution Approving a Preliminary Plat and Ordinance Approving a Preliminary Planned Unit Development Overlay District for Campbell Shores Report ITEM: 9A CITY COUNCIL AGENDA REPORT MEETING DATE: June 09, 2026 PREPARED BY: Paul Moretto, Planner PRESENTED BY: Casey McCabe, Community Development Director AGENDA ITEM: Resolution Approving a Preliminary Plat and Ordinance Approving a Preliminary Planned Unit Development Overlay District for Campbell Shores RECOMMENDED ACTION: Approve a resolution for the Preliminary Plat and Ordinance approving a Shoreland Planned Unit Development Overlay District for 62 units of single-family housing to be known as Campbell Shores. BACKGROUND: Pinnacle Family Homes, on behalf of the property owners, has submitted applications for approval of a Preliminary Plat and Preliminary Planned Unit Development (PUD) overlay district for a proposed 62-lot single-family residential subdivision to be known as Campbell Shores. The subject property is located north of 170th Street East and west of Marschall Road/CH17, adjacent to Campbell Lake. The property is guided Urban Low Density Residential on the Future Land Use Map and is zoned R-1 Low Density Residential. The development is proposed as a Shoreland PUD overlay district due to the property’s location adjacent to Campbell Lake, which is classified as a Natural Environment Lake. The applicant is requesting Planned Unit Development flexibility for minimum lot size, lot width, and side yard setbacks and to provide flexibility in meeting the minimum density requirement of 2.5 units per acre, which is not possible with the standard riparian lot of 40,000 sq. ft. and non- riparian lot of 20,000 sq. ft. in the shoreland overlay district of a natural environment lake. Over the past several months, City staff and the applicant have coordinated regarding development concepts for the property, including subdivision layout, stormwater management, trail connections, shoreland compliance, and coordination with planned Scott County th improvements at the intersection of CH17 and 170 Street. The proposed development includes accommodations for future Scott County roadway improvements, including a future roundabout, trail underpass, stormwater ponding facilities, and right-of-way dedication associated with the County project. th On May 18 2026, the Planning Commission held a public hearing on this item and an additional variance for this property related to a reduction in the open space requirement from 50% per tier to 47%. The applicant proposed creating higher quality open space along the entire perimeter of the property adjacent to Campbell Lake with a trail on the eastern side of the lake as accommodation to this variance. The Planning Commission voted to recommend approval of the Preliminary Plat and Shoreland PUD to Council and voted to approve the variance. City of Prior Lake | 4646 Dakota Street SE | Prior Lake MN 55372 Item 9A Page | 2 Current Circumstances The proposal calls for a 62-lot single family subdivision and PUD on the site with a mix of lot sizes. The area encompasses land with wooded areas, a lake to the west and open land to the east. The following paragraphs outline the physical characteristics of the existing site, the Comprehensive Plan and zoning designations, and a description of some of the specifics of the site. PHYSICAL SITE CHARACTERISTICS: Total Site Area: The total development site area consists of approximately 40.36 acres. Topography: This area contains varying topography with wooded shoreline areas adjacent to Campbell Lake and more open agricultural land toward the eastern portion of the site. Wetlands: Several wetlands are located throughout the property that total 2.38 acres. Wetland impacts associated with the proposed stormwater ponding and future County improvements will require review and permitting through the applicable regulatory agencies. Access: Primary access to the development is proposed from internal public street (Springview Lane) from 170th Street East. The development has been designed to accommodate future County roadway improvements, including a planned roundabout and trail underpass. 2040 Comprehensive Plan Designation: This property is designated Low Density Residential on the 2040 Comprehensive Plan Land Use Map. Zoning: The property is zoned R-1 Low Density Residential. The applicant is proposing development through the Planned Unit Development (PUD) process to allow flexibility from certain dimensional standards. Conservation Easements: There are 12.42 acres of proposed conservation easements that protect wildlife and the natural environment lake to the west. These easements include trails and open space for the benefit of the public. PROPOSED PLANNED UNIT DEVELOPMENT Lots: The proposed Preliminary Plat includes 62 single-family residential lots. Lot widths are proposed to range from approximately 65 feet to 90 feet, with minimum lot sizes as small as approximately 8,622 square feet. The applicant is requesting PUD flexibility for minimum lot size, minimum lot width standards, side yard setbacks and lot impervious surface with a per-tier impervious maximum of 25%. The majority of this property is located within the Shoreland Overlay District of a Natural Environment Lake. Because of this, the minimum lot area and width requirements for a standard development are greater than the rest of the community. PUD modifications requested to the typical lot minimum sizes and widths are as follows: Item 9A Page | 3 Proposed Lot Minimum Dimensions Requirement Lot Area (sq. ft.) 8,622 20,000 (19,600 Average) Lot Width (ft.) 65 100 (70 Average) The Shoreland Planned Unit Development process is intended to allow clustering of residential lots and flexibility from traditional dimensional standards in exchange for preservation of larger contiguous open space areas and environmental features. The proposed tiered development pattern preserves substantial shoreline open space through conservation easements, protects wetlands, and creates trail corridors throughout the site while allowing reduced lot dimensions compared to a conventional subdivision layout. Density: Density of the development is based on the net area of the site, which is approximately 21.97 acres. There are a total of 62 units proposed, for an overall density of approximately 2.82 units per acre. This is consistent with the density standards (2.5 to 3.9 units per acre) in the R-1 district. Building Setbacks: The developer requests PUD modifications to the building setbacks as follows: Required Proposed (R-1 Zoning) Front 25’ 25’ Side 10’ 7.5’ Rear 25’ 25’ OHWL 150’ 150’ Parks / Trails: The proposed development includes trail corridors, conservation easements, and connections to future regional trail improvements associated with the future County Road 17 roundabout and trail underpass project. The development proposes multiple outlots intended for open space preservation and trail connectivity. The construction of the trails will be at the cost of the developer. Signage details will be further discussed during the Final PUD process. Tree Replacement: The applicant submitted a Tree Inventory and Significant Tree Inventory identifying existing vegetation resources throughout the site. The submitted materials identify significant native tree species concentrated primarily within shoreline, wetland, and conservation easement areas adjacent to Campbell Lake. A tree preservation plan identifying trees to be preserved and removed was also submitted as part of the application materials. There are 1,891 inches of significant trees on the site. Of those trees 569 inches are scheduled for removal. The majority of the property that is proposed for development is currently agricultural farmed land. The total percent removed is 30.09% and complies with the City’s tree preservation regulations which allow for a maximum of 35% inches of tree removal without requiring replacement. Access/Street: The developer proposes the incorporation of three local streets. These streets th include a connection to 170 Street E and a future connection to a northern parcel. Item 9A Page | 4 Sanitary Sewer / Water Mains: Sanitary sewer and watermain service will be extended from th existing utility lines in 170 Street. Shoreland District/Impervious Surface: Impervious surface coverage is limited to 25% of each tier area within a PUD Shoreland Overlay District. The Planned Unit Development process allows flexibility from standard dimensional requirements while clustering development and preserving larger contiguous open space and conservation areas throughout the site. The proposed Shoreland PUD incorporates substantial open space preservation through conservation easements, wetlands, trail corridors, shoreline setback areas, and dedicated outlots adjacent to Campbell Lake. Any requests for flexibility from standard shoreland impervious surface limitations shall require review and approval through the PUD process and applicable Shoreland Overlay standards. Final impervious surface calculations per developable lot shall be reviewed as part of Final PUD and engineering review. The total impervious surface coverage is not proposed to increase above 25% per tier. Grading / Storm water: The developer proposes to grade the entire site at one time due to the need to provide street and utility infrastructure connections. Multiple storm water basins are proposed to meet the City’s storm water requirements. Development Fees: This development will be subject to the standard development fees including trunk utility charges. Conclusion The Campbell Shores development is a complex Shoreland Planned Unit Development that incorporates environmental preservation, clustered residential development, trail connectivity, and accommodations for future regional public infrastructure improvements. City Staff believes the applicant has identified several public benefits through the PUD process including:  preservation of significant shoreline open space,  dedication of conservation easements,  preservation of wetlands and significant tree resources,  incorporation of future trail connections, and  coordination with Scott County roadway and stormwater infrastructure improvements. As noted in the attached staff memorandums, the developer must continue refining the plans to ensure compliance with the Public Works Design Manual, Shoreland Overlay requirements, and City Zoning Ordinance standards. Staff does not believe the remaining revisions will substantially alter the overall subdivision or PUD layout. FINANCIAL IMPACT: None ALTERNATIVES: 1. Motion and a second to approve a resolution approving the Preliminary Plat and Ordinance approving the Preliminary Planned Unit Development Overlay District for Campbell Shores with conditions. Item 9A Page | 5 2. Motion and a second to deny the resolution approving the Preliminary Plat and Ordinance approving the Preliminary Planned Unit Development Overlay District for Campbell Shores with conditions. 3. Table the item and continue discussion at a future meeting. ATTACHMENTS: 1. Location Map 2. Applicant Narrative 3. Campbell Shores Preliminary Plat 4. Campbell Shores Civil Set 5. Tree Plan 6. Campbell Shores Tiering Exhibit 7. City of Prior Lake Engineering and Community Development Memo 2026.03.27 8. Ordinance PUD 9. Resolution Preliminary Plat LOT 4 11,752 SF LOT 17 30,097 SF OUTLOT D 122,343 SF TOTAL R.O.W. 6,063 SF TOTAL R.O.W. 40,232 SF LOT 1 12,296 SF LOT 2 12,495 SF LOT 10 9,629 SF LOT 3 10,047 SF LOT 9 9,792 SF LOT 8 11,731 SF LOT 7 10,823 SF LOT 6 12,177 SF LOT 5 10,474 SF TOTAL R.O.W. 25,037 SF LOT 21 10,399 SF LOT 18 16,145 SF LOT 17 34,291 SF LOT 15 12,317 SF LOT 7 18,154 SF LOT 8 19,922 SF LOT 5 11,631 SF LOT 2 9,174 SF LOT 19 39,022 SF LOT 18 37,489 SF LOT 4 37,177 SF LOT 2 20,121 SF LOT 11 19,907 SF LOT 12 16,783 SF LOT 1 10,399 SF LOT 1 11,524 SF OUTLOT C 4,090 SF LOT 10 68,349 SF LOT 3 9,742 SF LOT 19 9,202 SF LOT 14 11,759 SF LOT 16 10,325 SF LOT 12 41,908 SF OUTLOT A 2,560 SF OUTLOT B 159,081 SF LOT 13 24,202 SF LOT 20 9,914 SF LOT 16 39,212 SF LOT 6 18,846 SF LOT 13 17,267 SF LOT 14 15,076 SF LOT 15 26,925 SF LOT 2 24,377 SF LOT 22 10,399 SF LOT 11 58,368 SF LOT 7 20,023 SF LOT 9 33,182 SF LOT 1 27,079 SF LOT 3 25,637 SF LOT 4 10,550 SF LOT 6 11,940 SF LOT 5 32,098 SF LOT 6 24,377 SF LOT 5 19,023 SF LOT 2 10,164 SF LOT 4 17,910 SF LOT 1 25,133 SF LOT 3 23,007 SF LOT 4 11,018 SF LOT 8 12,626 SF LOT 3 9,225 SF LOT 1 14,168 SF LOT 10 17,785 SF LOT 9 8,622 SF TOTAL R.O.W. 183,658 SF 3 4 6 5 1 2 GAUQUIE SARA PID: 255220010 CAMPBELL LAKE OHWL:925.6 (NAVD 88) HIGHEST KNOWN WATER ELEVATION:926.12 (NAVD 88) FRANK R KUECHLE PID: 259050240 9 4 . 2 6 6 . 5 65 . 0 82 . 5 136.1 150.1 162.3 147.4651.7 134.3 171.2 272.0 264.9 289.5 424.6 396.5 275.5 272.9 278.7 308. 8 3 7 0 . 9 27 5 . 7 217.0 13 5 . 0 19 1 . 2 56. 2 136.8 66 . 7 90 . 0 21 4 . 6 46 7 . 8 28 9 . 1 19 7 . 7 27 5 . 3 23 6 . 0 12 2 . 3 13 3 . 8 15 1 . 7 17 2 . 9 18 2 . 4 14 0 . 1 155.3 165.9 160.1 148.3 148.1 148.1 153.3 60.7 92.6 53 . 1 65 . 0 11.9 6 5 . 2 5 3 . 3 94 . 9 83 . 0 66 . 1 83 . 9 15 3 . 8 275.7 272.9 287.9 296.5 293.3 293.3 305.2 8 7 . 1 1 0 3 . 2 9 6 . 0 2 1 2 . 1 8 8 . 2 33.7 7 0 . 1 6 7 . 2 4 3 . 1 36.2 36 . 8 24.4 68 . 3 44 . 0 10 3 . 1 11 5 . 0 186.4 120.8 23 8 . 2 244 . 0 216.3 250.3 268.6 247.8 2 1 8 . 7 129.1 142.7 159.9 160.0 160.0 160.0 11 6 . 4 13 2 . 6 13 6 . 4 46 7 . 7 11 6 . 7 7 5 . 0 2 8 . 5 14.7 75 . 0 75 . 0 75 . 0 33 . 5 5 3 . 1 81 . 8 85 . 8 136.9 82 . 5 139.9 87.9 41.4 25 . 1 54 . 2 65 . 0 83 . 0 148.170.5 133.0 37.6 37.8 55 . 8 2.012.2 70 . 0 70 . 0 50 . 0 47 . 6 34 . 2 65 . 0 82 . 5 65 . 0 65 . 0 65 . 0 65 . 0 65 . 0 76 . 0 18 5 . 6 24 . 4 103 . 7 16.016.0 65 . 0 59 . 8 4 2 . 1 3 9 . 7 35 . 7 65.04. 0 65.165.165.162.9 67.613.1 12 5 . 5 24 9 . 3 896.8 74.7 57.7 2 8 . 7 1.5 56 2 . 1 23 5 . 6 5 N0 1 ° 2 1 ' 0 6 " E N89°44'08"W 1317.44 S00°15'52"W 17.00 N89°44'08"W 1127.01 N50 ° 4 9 ' 5 4 " E 154 . 5 6 Δ=9°02'18" R=1859.56 293.34 S0 0 ° 4 8 ' 5 9 " W 24 7 . 4 0 313.00 N89°11'01"W S0 0 ° 4 8 ' 5 9 " W 18 5 . 0 0 338.75 N88°31'26"E N0 0 ° 4 8 ' 5 7 " E 41 7 . 4 4 6 7 . 0 35.6 8 4 . 6 3 4 . 6 7 8 . 4 6 8 . 4 6 8 . 7 5 1. 3 6.8 5 5 . 9 6 8.0 29.3 7 3 . 4 9 9.2 3 7 . 4 6 6 . 2 14.6 96.1 10.8 88.6 25.1 38.3 34 . 5 90.0 160.0 70.0 132.6 72.1 3.9 166.5 101.9 116.0 7. 3 62.2 62.5 13 . 5 72.8 18 . 8 58.3 75.7 44.7 23 . 0 61.5 4 5 . 1 6.8 19.9 4 3 . 3 46.9 4 6 .9 4 3.4 24.7 37.8 30.5 25.6 4 9 .9 4 9 .9 4 9 . 9 49.9 26.3 4.2 52 . 7 5.2 25.330.5 2.3 16 . 0 42 . 6 R = 3 0 0.0 0 R =6 0.0 0 ST R E E T A ST R E E T B ST R E E T C SP R I N G V I E W L A N E R=60.0 0 R=600.00 R=800.00 R=300.0 0 R =300.00 R = 3 0 0 . 0 0 R = 1 0 0.00 74 . 8 0 75 . 0 0 7 5 . 0 1 7 5 . 0 0 7 4 . 2 4 75 . 0 0 75 . 0 0 88 . 2 1 85 . 9 9 75. 0 4 75.04 7 5 . 0 4 75 . 0 4 10 0 . 8 4 90 . 0 0 74.68 65.00 65.06 65.0 1 80.5 4 74.95 73.36 67.63 65.44 65.00 65 . 0 0 65 . 0 0 65 . 0 0 6 7 . 5 3 6 6 . 6 8 70.03 70. 0 3 6 5 . 0 2 66 . 9 1 66 . 9 7 65 . 0 0 82 . 5 0 163.50 71.68 81. 7 9 70 . 0 0 70 . 0 0 68 . 0 0 84 . 1 8 7 0 . 4 3 7 1 . 5 2 8 4 . 9 3 9 1 . 1 8 7 0 . 6 3 6 6 . 6 1 82 . 5 5 83 . 0 0 65 . 0 0 65 . 0 0 90.77 83.22 82 . 5 0 65 . 0 2 83 . 1 0 6 6 . 2 3 87 . 4 9 71 . 7 7 170TH STREET EAST MA R S C H A L L R O A D O.H.W.L. O.H.W.L. WET LAND WET LAND WET LAND REV. SHEETCHECKEDDESIGNED DATEDRAWN SCALE JOB NO. DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA.PINNACLE FAMILY HOMES 5100 CONDON ST. SE. PRIOR LAKE, MN 55372 XXX JPM AS SHOWN 18916.01 XXX 3/5/2026 PRIOR LAKE,MINNESOTA PRELIMINARY PLAT CAMPBELL SHORES 1 DRAFT Legal Description: That part of Government Lot 4, Section 5,Township 114, Range 22, Scott County, Minnesota lying westerly of the west line of GEISTER HILLS, according to the recorded plat thereof and southerly of the following described line: Beginning at the intersection of the easterly extension of the north line of GEISTER HILLS, according to the recorded plat thereof, with the east line of said Government Lot 4; thence South 88 degrees 31 minutes 26 seconds West, along said north line and its easterly extension, a distance of 702.04 feet to the northwest corner of said GEISTER HILLS; thence North 0 degrees 48 minutes 59 seconds East a distance of 97.26 feet; thence North 89 degrees 40 minutes 37 seconds West a distance of 608.65 feet to the west line of said Government Lot 4 and there terminating. AND The South Thirteen (13) acres of Government Lot 4, Section 5,Township 114, Range 22, Scott County, Minnesota. Government Lot 5, Section 5,Township 114, Range 22, Scott County, Minnesota. EXCEPT the following described land: Commencing at the southeast corner of said Government Lot 5; thence North, along the east line thereof, a distance of 687.00 feet to the point of beginning of the tract of land to be described; thence continuing North, along the east line, a distance of 300.00 feet; thence West, at right angles, a distance of 363.00 feet; thence South, at right angles, a distance of 300.00 feet; thence East, at right angles, a distance of 363.00 feet to the point of beginning. EXCEPT the following described land: Part of the South Thirteen (13) acres of Government Lot 4 and part of Government Lot 5, all being part of Section 5, Township 114, Range 22, Scott County, Minnesota described as follows: Commencing at the southeast corner of the Southwest Quarter of said Section 5; thence on an assumed bearing of North 0 degrees 49 minutes 01 seconds East, along the east line of said Government Lots 4 and 5, a distance of 987.00 feet; thence North 89 degrees 10 minutes 59 seconds West 50.00 feet to the point of beginning of the tract to be described; thence continuing North 89 degrees 10 minutes 59 seconds West 313.00 feet; thence South 0 degrees 49 minutes 01 seconds West 115.00 feet; thence South 88 degrees 31 minutes 28 seconds West 338.75 feet; thence North 0 degrees 49 minutes 01 seconds East 725.47 feet to the north line of said South 13 acres of Government Lot 4; thence North 88 degrees 31 minutes 28 seconds East, along said north line, 652.00 feet; thence South 0 degrees 49 minutes 01 seconds West 343.84 feet; thence North 89 degrees 10 minutes 59 seconds West 60.00 feet; thence South 0 degrees 49 minutes 01 seconds West 50.00 feet; thence South 89 degrees10 minutes 59 seconds East 60.00 feet; thence South 0 degrees 49 minutes 01 seconds West 229.16 feet to the point of beginning. BEING 5 FEET IN WIDTH AND ADJOINING SIDE LOT LINES, AND 10 FEET IN STREET RIGHT-OF-WAY LINES AND REAR LOT LINES, UNLESS OTHERWISE INDICATED. DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS 10 10 5 5 VICINITY MAP 5 SETBACKS: FRONT YARD AND SIDE STREET 25 FEET SIDE YARD 7.5 FEET REAR YARD 25 FEET (HOUSE, DECKS AND PORCHES) OHWL OF CAMPBELL LAKE 150 FEET TOTAL GROSS AREA 40.36± AC. NUMBER OF S.F. LOTS 62 TOTAL LOT AREA 27.90± AC. NUMBER OF OUTLOTS 4 TOTAL OUTLOT AREA 6.61± AC. CONSERVATION EASEMENT AREA 12.42± AC. DEDICATED R/W AREA (MARSCHALL RD)0.57 AC. DEDICATED R/W AREA (170TH STREET E)1.06 AC. TOTAL WETLAND AREA 2.38± AC. NET AREA (GROSS - CONS. ESMT. AREA AND OUTLOTS & LEAVING IN SW POND)21.97± AC. GROSS DENSITY (#LOTS/GROSS AREA)1.54± LOTS/AC. NET DENSITY (#LOTS/NET AREA)2.82± LOTS/AC. LARGEST LOT 68,349 SQ.FT. SMALLEST LOT 8,622 SQ.FT. AVERAGE LOT AREA 19,600 SQ.FT. EXISTING ZONING R-1 LOW DENSITY PROPOSED ZONING PUD LOT 4 11,752 SF LOT 17 30,097 SF OUTLOT D 122,343 SF TOTAL R.O.W. 6,063 SF TOTAL R.O.W. 40,232 SF LOT 1 12,296 SF LOT 2 12,495 SF LOT 10 9,629 SF LOT 3 10,047 SF LOT 9 9,792 SF LOT 8 11,731 SF LOT 7 10,823 SF LOT 6 12,177 SF LOT 5 10,474 SF TOTAL R.O.W. 25,037 SF LOT 21 10,399 SF LOT 18 16,145 SF LOT 17 34,291 SF LOT 15 12,317 SF LOT 7 18,154 SF LOT 8 19,922 SF LOT 5 11,631 SF LOT 2 9,174 SF LOT 19 39,022 SF LOT 18 37,489 SF LOT 4 37,177 SF LOT 2 20,121 SF LOT 11 19,907 SF LOT 12 16,783 SF LOT 1 10,399 SF LOT 1 11,524 SF OUTLOT C 4,090 SF LOT 10 68,349 SF LOT 3 9,742 SF LOT 19 9,202 SF LOT 14 11,759 SF LOT 16 10,325 SF LOT 12 41,908 SF OUTLOT A 2,560 SF OUTLOT B 159,081 SF LOT 13 24,202 SF LOT 20 9,914 SF LOT 16 39,212 SF LOT 6 18,846 SF LOT 13 17,267 SF LOT 14 15,076 SF LOT 15 26,925 SF LOT 2 24,377 SF LOT 22 10,399 SF LOT 11 58,368 SF LOT 7 20,023 SF LOT 9 33,182 SF LOT 1 27,079 SF LOT 3 25,637 SF LOT 4 10,550 SF LOT 6 11,940 SF LOT 5 32,098 SF LOT 6 24,377 SF LOT 5 19,023 SF LOT 2 10,164 SF LOT 4 17,910 SF LOT 1 25,133 SF LOT 3 23,007 SF LOT 4 11,018 SF LOT 8 12,626 SF LOT 3 9,225 SF LOT 1 14,168 SF LOT 10 17,785 SF LOT 9 8,622 SF TOTAL R.O.W. 183,658 SF 3 4 6 5 1 2 GAUQUIE SARA PID: 255220010 CAMPBELL LAKE OHWL:925.6 (NAVD 88) HIGHEST KNOWN WATER ELEVATION:926.12 (NAVD 88) FRANK R KUECHLE PID: 259050240 9 4 . 2 6 6 . 5 65 . 0 82 . 5 136.1 150.1 162.3 147.4651.7 134.3 171.2 272.0 264.9 289.5 424.6 396.5 275.5 272.9 278.7 308. 8 3 7 0 . 9 27 5 . 7 217.0 13 5 . 0 19 1 . 2 56. 2 136.8 66 . 7 90 . 0 21 4 . 6 46 7 . 8 28 9 . 1 19 7 . 7 27 5 . 3 23 6 . 0 12 2 . 3 13 3 . 8 15 1 . 7 17 2 . 9 18 2 . 4 14 0 . 1 155.3 165.9 160.1 148.3 148.1 148.1 153.3 60.7 92.6 53 . 1 65 . 0 11.9 6 5 . 2 5 3 . 3 94 . 9 83 . 0 66 . 1 83 . 9 15 3 . 8 275.7 272.9 287.9 296.5 293.3 293.3 305.2 8 7 . 1 1 0 3 . 2 9 6 . 0 2 1 2 . 1 8 8 . 2 33.7 7 0 . 1 6 7 . 2 4 3 . 1 36.2 36 . 8 24.4 68 . 3 44 . 0 10 3 . 1 11 5 . 0 186.4 120.8 23 8 . 2 244 . 0 216.3 250.3 268.6 247.8 2 1 8 . 7 129.1 142.7 159.9 160.0 160.0 160.0 11 6 . 4 13 2 . 6 13 6 . 4 46 7 . 7 11 6 . 7 7 5 . 0 2 8 . 5 14.7 75 . 0 75 . 0 75 . 0 33 . 5 5 3 . 1 81 . 8 85 . 8 136.9 82 . 5 139.9 87.9 41.4 25 . 1 54 . 2 65 . 0 83 . 0 148.170.5 133.0 37.6 37.8 55 . 8 2.012.2 70 . 0 70 . 0 50 . 0 47 . 6 34 . 2 65 . 0 82 . 5 65 . 0 65 . 0 65 . 0 65 . 0 65 . 0 76 . 0 18 5 . 6 24 . 4 103 . 7 16.016.0 65 . 0 59 . 8 4 2 . 1 3 9 . 7 35 . 7 65.04. 0 65.165.165.162.9 67.613.1 12 5 . 5 24 9 . 3 896.8 74.7 57.7 2 8 . 7 1.5 56 2 . 1 23 5 . 6 5 N0 1 ° 2 1 ' 0 6 " E N89°44'08"W 1317.44 S00°15'52"W 17.00 N89°44'08"W 1127.01 N50 ° 4 9 ' 5 4 " E 154 . 5 6 Δ=9°02'18" R=1859.56 293.34 S0 0 ° 4 8 ' 5 9 " W 24 7 . 4 0 313.00 N89°11'01"W S0 0 ° 4 8 ' 5 9 " W 18 5 . 0 0 338.75 N88°31'26"E N0 0 ° 4 8 ' 5 7 " E 41 7 . 4 4 6 7 . 0 35.6 8 4 . 6 3 4 . 6 7 8 . 4 6 8 . 4 6 8 . 7 5 1. 3 6.8 5 5 . 9 6 8.0 29.3 7 3 . 4 9 9.2 3 7 . 4 6 6 . 2 14.6 96.1 10.8 88.6 25.1 38.3 34 . 5 90.0 160.0 70.0 132.6 72.1 3.9 166.5 101.9 116.0 7. 3 62.2 62.5 13 . 5 72.8 18 . 8 58.3 75.7 44.7 23 . 0 61.5 4 5 . 1 6.8 19.9 4 3 . 3 46.9 4 6 .9 4 3.4 24.7 37.8 30.5 25.6 4 9 .9 4 9 .9 4 9 . 9 49.9 26.3 4.2 52 . 7 5.2 25.330.5 2.3 16 . 0 42 . 6 R = 3 0 0.0 0 R =6 0.0 0 ST R E E T A ST R E E T B ST R E E T C SP R I N G V I E W L A N E R=60.0 0 R=600.00 R=800.00 R=300.0 0 R =300.00 R = 3 0 0 . 0 0 R = 1 0 0.00 74 . 8 0 75 . 0 0 7 5 . 0 1 7 5 . 0 0 7 4 . 2 4 75 . 0 0 75 . 0 0 88 . 2 1 85 . 9 9 75. 0 4 75.04 7 5 . 0 4 75 . 0 4 10 0 . 8 4 90 . 0 0 74.68 65.00 65.06 65.0 1 80.5 4 74.95 73.36 67.63 65.44 65.00 65 . 0 0 65 . 0 0 65 . 0 0 6 7 . 5 3 6 6 . 6 8 70.03 70. 0 3 6 5 . 0 2 66 . 9 1 66 . 9 7 65 . 0 0 82 . 5 0 163.50 71.68 81. 7 9 70 . 0 0 70 . 0 0 68 . 0 0 84 . 1 8 7 0 . 4 3 7 1 . 5 2 8 4 . 9 3 9 1 . 1 8 7 0 . 6 3 6 6 . 6 1 82 . 5 5 83 . 0 0 65 . 0 0 65 . 0 0 90.77 83.22 82 . 5 0 65 . 0 2 83 . 1 0 6 6 . 2 3 87 . 4 9 71 . 7 7 170TH STREET EAST MA R S C H A L L R O A D O.H.W.L. O.H.W.L. WET LAND WET LAND WET LAND REV. SHEETCHECKEDDESIGNED DATEDRAWN SCALE JOB NO. DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA.PINNACLE FAMILY HOMES 5100 CONDON ST. SE. PRIOR LAKE, MN 55372 XXX JPM AS SHOWN 18916.01 XXX 3/5/2026 PRIOR LAKE,MINNESOTA PRELIMINARY PLAT CAMPBELL SHORES 1 DRAFT Legal Description: That part of Government Lot 4, Section 5,Township 114, Range 22, Scott County, Minnesota lying westerly of the west line of GEISTER HILLS, according to the recorded plat thereof and southerly of the following described line: Beginning at the intersection of the easterly extension of the north line of GEISTER HILLS, according to the recorded plat thereof, with the east line of said Government Lot 4; thence South 88 degrees 31 minutes 26 seconds West, along said north line and its easterly extension, a distance of 702.04 feet to the northwest corner of said GEISTER HILLS; thence North 0 degrees 48 minutes 59 seconds East a distance of 97.26 feet; thence North 89 degrees 40 minutes 37 seconds West a distance of 608.65 feet to the west line of said Government Lot 4 and there terminating. AND The South Thirteen (13) acres of Government Lot 4, Section 5,Township 114, Range 22, Scott County, Minnesota. Government Lot 5, Section 5,Township 114, Range 22, Scott County, Minnesota. EXCEPT the following described land: Commencing at the southeast corner of said Government Lot 5; thence North, along the east line thereof, a distance of 687.00 feet to the point of beginning of the tract of land to be described; thence continuing North, along the east line, a distance of 300.00 feet; thence West, at right angles, a distance of 363.00 feet; thence South, at right angles, a distance of 300.00 feet; thence East, at right angles, a distance of 363.00 feet to the point of beginning. EXCEPT the following described land: Part of the South Thirteen (13) acres of Government Lot 4 and part of Government Lot 5, all being part of Section 5, Township 114, Range 22, Scott County, Minnesota described as follows: Commencing at the southeast corner of the Southwest Quarter of said Section 5; thence on an assumed bearing of North 0 degrees 49 minutes 01 seconds East, along the east line of said Government Lots 4 and 5, a distance of 987.00 feet; thence North 89 degrees 10 minutes 59 seconds West 50.00 feet to the point of beginning of the tract to be described; thence continuing North 89 degrees 10 minutes 59 seconds West 313.00 feet; thence South 0 degrees 49 minutes 01 seconds West 115.00 feet; thence South 88 degrees 31 minutes 28 seconds West 338.75 feet; thence North 0 degrees 49 minutes 01 seconds East 725.47 feet to the north line of said South 13 acres of Government Lot 4; thence North 88 degrees 31 minutes 28 seconds East, along said north line, 652.00 feet; thence South 0 degrees 49 minutes 01 seconds West 343.84 feet; thence North 89 degrees 10 minutes 59 seconds West 60.00 feet; thence South 0 degrees 49 minutes 01 seconds West 50.00 feet; thence South 89 degrees10 minutes 59 seconds East 60.00 feet; thence South 0 degrees 49 minutes 01 seconds West 229.16 feet to the point of beginning. BEING 5 FEET IN WIDTH AND ADJOINING SIDE LOT LINES, AND 10 FEET IN STREET RIGHT-OF-WAY LINES AND REAR LOT LINES, UNLESS OTHERWISE INDICATED. DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS 10 10 5 5 VICINITY MAP 5 SETBACKS: FRONT YARD AND SIDE STREET 25 FEET SIDE YARD 7.5 FEET REAR YARD 25 FEET (HOUSE, DECKS AND PORCHES) OHWL OF CAMPBELL LAKE 150 FEET TOTAL GROSS AREA 40.36± AC. NUMBER OF S.F. LOTS 62 TOTAL LOT AREA 27.90± AC. NUMBER OF OUTLOTS 4 TOTAL OUTLOT AREA 6.61± AC. CONSERVATION EASEMENT AREA 12.42± AC. DEDICATED R/W AREA (MARSCHALL RD)0.57 AC. DEDICATED R/W AREA (170TH STREET E)1.06 AC. TOTAL WETLAND AREA 2.38± AC. NET AREA (GROSS - CONS. ESMT. AREA AND OUTLOTS & LEAVING IN SW POND)21.97± AC. GROSS DENSITY (#LOTS/GROSS AREA)1.54± LOTS/AC. NET DENSITY (#LOTS/NET AREA)2.82± LOTS/AC. LARGEST LOT 68,349 SQ.FT. SMALLEST LOT 8,622 SQ.FT. AVERAGE LOT AREA 19,600 SQ.FT. EXISTING ZONING R-1 LOW DENSITY PROPOSED ZONING PUD 9 4 4 9 4 6 9 4 6 9 3 6 936 9 4 2 9 4 8 9 3 8 946 9 4 0 938 940 942 94 2 94 0 9 3 8 93 6 936 938 9 4 0 9 4 4 9 4 2 9 4 6 9 4 8 9 5 2 9 5 4 95 6 93 4 93 6 93 8 94 2 94 4 94 6 948 9 4 8 9 4 6 9 4 2 9 4 0 9 3 6 9 3 2 9 2 8 940 930 92 6 9 3 4 9 3 6 93 8 930 930 9 3 2 93 4 93 6 93 8 9 4 0 9 4 2 94 4 94 6 94 8 9 4 8 94 6 94 4 9 4 0 9 3 2 93 2 9 3 4 936 94 8 95 0 96 0 96 2 96 2 960 962 9 6 4 956 950 952 948 9 4 6 9 3 8 9 3 6 9 3 4 9 3 2 9 3 2 93 4 9 3 6 93 8 94 0 94 2 94 6 94 4 9 4 8 9 5 0 95 0 9 4 0 9 4 2 9 4 4 9 4 6 9 4 8 94 2 94 4 94 6 94 8 94 0 93 8 9 3 6 93 8 9 4 0 9 4 2 9 4 4 9 4 6 9 4 8 9 5 0 9 5 2 9 5 4 934 9 3 4 9 3 6 9 3 8 9 4 0 9 4 2 9 4 4 94 6 926 92 8 930 932 934 94 0 9 3 0 9 2 8 9 3 0 9 3 2 9 3 4 93 6 93 8 9 4 0 9 4 6 9 4 4 9 4 2 9 4 4 9 4 2 9 4 0 9 3 8 93 6 93 2 93 0 93 2 93 4 93 6 93 8 94 0 95 0 9 6 0 9 6 2 9 5 8 9 5 6 9 5 4 9 5 2 9 4 8 9 4 6 9 4 4 94 2 93 8 93 6 928 9 2 8 9 3 0 928 936 9 3 6 9 3 8 9 4 0 9 4 2 9 4 4 9 4 6 944 94 2 940 938 936 934 932 930 928 9 3 0 9 4 0 9 3 6 9 3 4 9 3 2 9 3 8 9 4 0 9 4 2 9 4 4 9 4 6 946 9 3 6 9 3 8 9 4 0 9 4 2 9 4 4 9 4 6 9 5 0 9 4 8 9 4 8 93 2 9 3 2 9 3 4 93 4 9 4 4 9 4 6 9 4 8 9 4 8 94 4 942 940 9 3 8 938 938 936 93 4 9 3 4 94 8 94 8 95 0 938 940 942 944 946 948 952 954 9 5 6 95 8 93 0 9 3 0 930 9 3 0 9 4 0 936 930 92 8 93 4 934 930 930 928 942 93 8 93 4 93 2 93 4 946946946 94 4 94 0 950 95 0 940 96 0 96 0 94 0 940 942 950 9 3 8 942 930 93 2 934 9 2 5 9 2 5 92 5 92 5 929 9 2 9 93 2 9 2 9 92 9 9 2 9 9 2 9 9 2 9 9 2 9 9 2 9 9 2 9 9 2 9 9 2 9 9 3 0 9 3 8 9 3 2 9 2 8 9 3 6 9 3 8 9 3 6 93 8 93 4 93 8 936 948 950 958 9 2 8 9 3 2 9 3 6 9 2 9 9 2 9 9 2 9 9 2 9 9 2 9 9 2 9 9 2 9 9 2 9 9 2 9 9 2 9 9 2 9 930 930 934 934 930 934 930 934 93 0 93 4 9 3 6 93 2 928 926 932928 948 9 4 8 9 4 6 9 4 8 9 4 4 9 2 6 9 2 8 9 3 0 93 2 9 3 4 9 4 6 9 3 4 94 8 94 4 93 8 934 932 936 9 2 8 93 4 934 932 93 0 93 0 93 0 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+ 0 0 6 + 0 0 7 + 0 0 8+00 9+00 10+00 LP : 1 + 6 5 . 7 1 El e v : 9 4 0 . 2 2 HP : 3 + 2 1 . 5 1 El e v : 9 4 2 . 0 1 L P : 7 + 0 6 . 5 0 E l e v : 9 3 8 . 5 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5 + 0 0 6 + 0 0 7+ 0 0 L P : 6 + 3 8 . 6 4 E l e v : 9 4 0 . 9 6 HP : 3 + 6 4 . 3 7 El e v : 9 4 4 . 6 5 LP : 2 + 0 7 . 6 4 El e v : 9 4 3 . 3 3 1+00 2+00 3+00 4+0 0 5+00 6+00 7+00 8+00 9+00 HP: 4 + 0 3 . 4 8 Elev : 9 4 6 . 1 7 LP: 5+55.23 Elev: 945.04 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 93 6 93 6 94 6 . 0 94 0 . 8 94 3 . 9 94 3 . 5 94 4 . 0 94 3 . 6 94 5 . 0 94 4 . 6 94 4 . 6 94 5 . 0 94 6 . 5 94 1 . 3 94 0 . 9 94 1 . 3 94 1 . 6 94 1 . 2 94 6 . 0 94 0 . 8 94 2 . 0 94 2 . 4 94 3 . 3 94 2 . 9 94 2 . 9 94 3 . 3 9 4 1 . 9 9 3 7 . 4 9 4 2 . 5 9 3 8 . 0 94 2 . 7 93 7 . 5 94 4 . 0 93 5 . 6 94 4 . 2 93 5 . 8 94 3 . 5 93 5 . 1 93 4 . 6 94 3 . 0 94 3 . 0 93 7 . 8 94 3 . 4 94 3 . 8 943 . 9 944 . 3 944.5 944.1 9 4 3 . 7 94 3 . 7 93 8 . 5 93 8 . 5 94 3 . 7 937.9 946.3 938.1 946.5 939.1 947.5 948. 0 947. 7 939.3 947.7 949.5 941.1 946.1 951.3 950.1 955.3 957.0 956.6 94 3 . 5 93 8 . 3 9 4 3 . 5 9 3 8 . 3 9 4 4 . 5 9 3 9 . 3 93 7 . 6 94 6 . 0 94 6 . 5 93 8 . 1 93 7 . 8 94 6 . 2 94 6 . 0 93 7 . 6 947.7 939.3 947.7 939.3 95 8 . 5 95 8 . 1 95 7 . 4 95 2 . 2 95 6 . 5 94 8 . 1 94 7 . 1 95 5 . 5 95 3 . 6 94 5 . 2 95 5 . 3 95 0 . 1 94 4 . 9 95 3 . 2 95 0 . 7 94 2 . 3 94 8 . 4 94 0 . 0 939.0 947.4 938.2 946.6 9 4 7 . 3 9 3 8 . 9 94 2 . 1 95 0 . 5 94 3 . 0 93 7 . 8 940.0 948.4 941.8 947.0 941.3 946.5 9 4 3 . 3 939. 6 939. 3 9 3 8 . 5 94 8 . 0 94 2 . 6 93 7 . 8 946.6 E.O.F. 939.3 E.O.F. 934.1 E.O.F. 941.2 E.O.F. 935.3 E.O.F. 944.5 E.O.F. 934.7 E.O.F. 944.0 E.O.F. 940.9 E.O.F. 944.5 150 ' S E T B A C K L I N E 1 5 0 ' S E T B A C K L I N E 150' SETBACK LINE 170TH STREET MA R S C H A L L R O A D WETLANDWETLANDWETLAND CAMPBELL LAKE OHWL:925.6 (NAVD 88) HIGHEST KNOWN WATER ELEVATION:926.12 (NAVD 88) WETLAND FIELD FIT PROPOSED BITUMINOUS TRAIL FIELD FIT PROPOSED BITUMINOUS TRAIL FIELD FIT PROPOSED BITUMINOUS TRAIL PROPOSED TURN LANE FIELD FIT PROPOSED BITUMINOUS TRAIL FIELD FIT PROPOSED BITUMINOUS TRAIL ST R E E T A STREET B ST R E E T C SP R I N G V I E W L A N E 3 1 6 1 2 3 4 4 5 6 7 8 9 10 8 7 9 10 2 3 4 5 6 1 2 3 3 2 1 16 17 18 19 20 21 22 1 11 12 13 14 15 65 4 32 1 19 18 17 16 15 4 5 6 7 8 9 10 11 12 13 14 3 2 5 1 4 FILTRATION BASIN BTM:930.0 100 YR. HWL:933.7 WET POND NWL:929.0 100YR HWL:933.5 FILTRATION BASIN BTM:930.0 100 YR. HWL:932.7 FB FBLO FBW O FB FB FBLO FB FBWO FBWO FBLO FB FB FB FBLO FBLO FBWO FBWO FBWO F B FBLO FBLO FB FBLO FBLO FBLO FB FB FB FB FB FBLO FBLO FBLO FBWO FBWO FBWO FBWO FBWO FBWO FBWO FBWO FBWO FBWO FBWO FBW O FBWO FBWO FB FB FBWO FBLO FB F B L O FB L O FB L O FBW O FBLO FBWO FB L O FB W O FB L O FBLO FB FB FB FBLO FBLO FB FBWO FBWO FBLO FBLO D R O P G A R . 0 . 7 ' D R O P G A R . 0 . 7 ' FBLO PROPOSED BITUMINOUS TRAIL Low Area to be Temporarily Filled to 934.0 to Facilitate Temp Storm Sewer. Trail Coast to Coordinate W/ Future County RD Reconstruction Future Roundabout Layout Per Scott County Future Underpass Per Scott County CO CO CO CO CO CO CO CO CO CO CO 94 2 . 6 942. 8 942. 5 942.5 FB L O 944.3 FB L O 948.3 952.3 954.9 961.8 955.0 95 7 . 0 FBWO 945.5 94 9 . 2 94 3 . 2 944.6 945.3 9 4 2 . 1 94 7 . 6 FBLO 94 5 . 3 95 0 . 6 95 3 . 5 FBLO FBLO 95 1 . 3 945.5 941.6 942.0 94 0 . 8 945.5 FB L O 943.2 94 0 . 0 93 9 . 4 94 0 . 0 94 7 . 7 950.9 CO CO CO CO CO CO CO DEVLOPER TO OBTAIN TEMPORARY CONSTRUCTION EASEMENT DEVLOPER TO OBTAIN TEMPORARY CONSTRUCTION EASEMENT M a r 0 6 , 2 0 2 6 - G : \ P l a t s \ S c o t t C o u n t y \ C A M P B E L L S H O R E S \ P L A N S \ C A M P B E L L S H O R E S G R A D I N G P L A N 1 0 0 S C . d w g REV. SHEETCHECKEDDESIGNED DATEDRAWN SCALE JOB NO. PINNACLE FAMILY HOMES 5100 CONDON ST. SE. PRIOR LAKE, MN 55372 CO PM AS SHOWN 18916.01 3/6/2026 PRIOR LAKE MINNESOTA GRADING PLAN CAMPBELL SHORES 7.0 LOW FLOOR THE GREATER OF 3 FEET ABOVE HKWL 2 FEET ABOVE HWL LOW OPENINGS THE GREATER OF 3 FEET ABOVE HKWL 2 FEET ABOVE HWL 2 FEET ABOVE EMERGENCY OVERFLOWS SETBACKS: FRONT YARD AND SIDE STREET 25 FEET SIDE YARD 7.5 FEET REAR YARD 25 FEET (HOUSE, DECKS AND PORCHES) OHWL OF CAMPBELL LAKE 150 FEET ” ” CO DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAFT 1 942.6 943.0 PROPOSED GARAGE FLOOR ELEVATION PROPOSED LOT NO. PROPOSED GROUND ELEVATION HOUSE TYPE LOWEST ALLOWABLE FLOOR ELEVATION 4. 8 % DRIVEWAY SLOPE 934.0 FB TOP HOUSE FOUNDTION FOR DROP GARAGE = DROP+0.3 DROP GAR. X.X PROPOSED LOW OPENING LO=943.3 DENOTES GRADING LIMITS 944 940 94 2 9 3 8 93 6 936 938 9 4 0 9 4 4 9 4 2 9 4 6 9 4 8 9 5 2 9 5 4 95 6 9 3 2 93 4 93 6 93 8 9 4 0 9 4 2 94 4 94 6 94 8 9 4 8 94 6 94 4 9 4 2 9 4 0 9 3 2 9 3 2 9 3 4 936 94 8 950 96 0 96 2 96 2 960 962 9 6 4 956 950 952 948 9 4 6 9 3 8 9 3 6 9 3 4 9 3 2 9 3 2 93 4 9 3 6 93 8 94 0 94 2 94 6 94 4 9 4 8 9 5 0 95 0 9 4 0 9 4 4 9 4 6 9 4 8 94 8 9 4 2 94 0 93 8 9 3 6 9 3 6 9 3 8 9 4 0 9 4 2 9 4 4 9 4 6 9 4 8 9 5 0 95 2 9 5 4 934 9 3 4 9 3 6 9 3 8 9 4 0 9 6 2 9 5 8 9 5 6 9 5 4 9 5 2 9 4 8 9 4 6 9 4 4 94 2 93 8 93 6 936 946 9 3 6 9 3 8 9 4 0 9 4 2 9 4 4 9 4 6 95 0 93 2 9 3 2 9 3 4 93 4 9 4 4 9 4 6 9 4 8 9 4 8 9 4 4 942 940 9 3 8 95 0 938 940 942 946 948 952 954 9 5 6 95 8 0+ 0 0 94 6 . 1 1 1+ 0 0 94 4 . 5 6 2+ 0 0 94 3 . 3 4 3+00 944.14 4+ 0 0 94 4 . 4 7 5 + 0 0 9 4 2 . 8 0 6 + 0 0 9 4 1 . 1 6 7+ 0 0 94 1 . 4 0 10+48 944.58 9+00 941.63 10+00 943.63 9+62 956.41 2+00 944.08 3+00 945.24 4+0 0 946. 1 7 5+00 945.4 1 6+00 945.31 7+00 947.8 6 8+00 952.40 9+00 955.16 3+ 7 7 94 4 . 0 0 0+ 0 0 95 6 . 9 7 1+ 0 0 95 4 . 9 7 2+ 0 0 95 1 . 7 8 3+ 0 0 94 7 . 3 9 L P : 6 + 3 8 . 6 4 E l e v : 9 4 0 . 9 6 HP : 3 + 6 4 . 3 7 El e v : 9 4 4 . 6 5 LP : 2 + 0 7 . 6 4 El e v : 9 4 3 . 3 3 HP: 4 + 0 3 . 4 8 Elev : 9 4 6 . 1 7 LP: 5+55.23 Elev: 945.04 94 6 . 0 94 0 . 8 94 3 . 9 94 3 . 5 94 4 . 0 94 3 . 6 94 5 . 0 94 4 . 6 94 4 . 6 94 5 . 0 94 6 . 5 94 1 . 3 94 6 . 0 94 0 . 8 938.0 946.3 938.1 946.5 939.1 947.5 948. 0 947. 7 947.7 949.5 941.1 946.1 948.3 950.1 957.0 954.6 94 3 . 5 93 8 . 3 9 4 3 . 5 9 3 8 . 3 9 4 4 . 5 9 3 9 . 3 93 7 . 6 94 6 . 0 94 6 . 5 93 8 . 1 93 7 . 8 94 6 . 2 94 6 . 0 93 7 . 6 947.7 939.3 947.7 939.3 95 8 . 5 95 8 . 1 95 7 . 4 95 7 . 0 95 6 . 5 94 8 . 1 94 7 . 1 95 5 . 5 95 3 . 6 94 5 . 2 95 5 . 3 95 0 . 1 948.0 95 3 . 2 95 0 . 7 94 2 . 3 94 8 . 4 94 3 . 2 947.4 9 4 7 . 3 95 0 . 5 940.0 948.4 941.8 947.0 941.3 946.5 943.9 945.2 94 5 . 5 941.8940.3 938.0 941.2 940.0 942.1 941.0 943.2 941.5 941.7 937.2 E.O.F. 941.2 941.7 943.0 935.0 935.0944.6 935.0944.8 935.0944.0 946.2 946. 3 939 . 1 936.4 945.3 945.7 940.9 947.1 947.4 950.3 953.5 955.1 954.3 961.2 962.9 945.8 935.0 937.9 945. 7 943.5 949.1 954.3 945.1 952.6 942.0 951.8 948.8941.7 944.9 944.1 943.8 937.2 938.0 E.O . F . 944 . 5 946.0 94 4 . 7 93 6 . 0 9 4 5 . 8 947.0 934.0 944.0 951.4 949.0 954.0 947.7 951.6 955.5 960.5957.1 938.0 939.7 940.6 938.3 938.5 936.7 944.0 941.2 92 6 93 4 934 930 926 930 926 942 93 8 93 2 946946 94 4 950 95 0 940 96 0 96 0 9 4 0 94 0 942 950 9 3 8 939. 6 942. 8 939. 3 942. 5 942 926 928 932 934 170TH STREET EAST MA R S H A L L R O A D WETLAND WETLAND PROPOSED TURN LANE POWER POLES TO BE RE LOCATED PROPOSED BITUMINOUS TRAIL PR O P O S E D B I T U M I N O U S T R A I L STREET B ST R E E T C SP R I N G V I E W L A N E FB 1 1 1 2 3 4 4 5 6 7 8 9 10 87 9 10 3 2 1 16 17 18 19 20 21 22 1 11 12 13 14 15 65 4 32 1 19 18 17 16 3 2 5 1 WET POND BTM = 925.00 NWL = 929.00 100YR HWL = 933.5 FBLO FBW O FB FB FB FBWO FBWO FBWO FBLO FBLO FBLO FB FBLO FBLO FBLO FBLO FBLO FBLO FBWO FBWO FBWO FBWO FBWO FBWO FBWO FBLO FBWO FBLO FBLO FBWO FBWO FBWO FBWO FB FB FBWO 946.6 FB L O FB 7. 8 % 946 . 2 939.3 942.5 FBLOFBLO 943.5 934.0 955.8 952.2 8.3% 6.2% 7.4% 5.2% 6. 5 % 4. 9 % 5. 7 % 5.5 % 6.0 % 7. 7 % 8. 5 % 7. 1 % 9. 5 % 8. 5 % 8.5% 8. 0 % 6. 9 % 9.2% 9.3% 7. 1 % 7. 7 % 7.5% 6.1% 5.3% 6.3% 6.7% 6.1% 6.3% 5.2% 7.8% 7.7% 8.4% 6.7% 5. 7 % 7 . 0 % 6.9% 8.0% 7.6% 8.2% 8.2% 6.7% 943.2 944.3 943.3 94 4 . 3 94 5 . 6 94 5 . 8 94 6 . 8 94 6 . 3 94 6 . 5 94 8 . 8 95 1 . 6 95 4 . 5 945.3 945.3 944.8 945.5 945.3 943.8 940.6 942.8 94 7 . 0 94 6 . 7 94 6 . 8 954.8 949.8 946.6 943 . 6 94 5 . 5 9 4 6 . 7 947.7 950.0 952.5 954.6 952.9 956.7 955.8 957.0 956.4 940.3 942.2 942.7 943.7 942.4 943.6 944.2 944.8 93 7 . 2 93 7 . 8 94 2 . 0 94 2 . 0 93 8 . 1 94 0 . 5 94 3 . 8 94 5 . 5 95 0 . 2 95 0 . 6 95 4 . 0 96 0 . 7 95 4 . 1 95 9 . 3 94 5 . 8 94 0 . 4 94 0 . 8 940.0 940.3 94 5 . 8 93 8 . 8 93 8 . 1 936.7 937.7 937.1 937.1 937.6 937.8 946.6 946.1 944.7 944.2 941.6 937 . 0 939.3 9 3 8 . 3 941.8 947.5 949.6 956.1 960.0959.2 956.5 956.1 942.7 942.2 95 1 . 1 94 8 . 3 94 6 . 7 937.5 942.5 938.3 936.9 943.6 952.1 944.3949.6 958.9 FBL O FBW O FBLO FBWO 961.8 954.9 950.9 944.3 955.0 952.3 FBWO FBL O 95 2 . 2 FBLO FB 94 0 . 0 FBLO 955.3 951.3 9 4 2 . 1 FBLO FB 2 941.6 942.0 0+ 0 0 93 9 . 8 0 1 + 0 0 9 3 7 . 4 5 28 + 0 0 94 3 . 0 4 9 2 5 9 2 5 92 5 92 5 929 92 9 9 2 9 9 2 9 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 9 2 9 9 2 5 93 0 936 94 2 94 2 94 2 94 2 94 2 94 0 9 4 0 9 3 2 934 926 92 8 93 0 934 936 928 93 2 92 8940 938 93 6 94 0 93 6 948 94 8 9 4 8 948 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 9 4 4 9 4 0 9 3 6 9 2 6 9 2 6 9 2 8 9 3 0 9 3 4 9 3 4 9 3 6 9 2 8 9 3 0 93 0 93 4 9 3 6 9 2 8 93 0 93 6 93 6 93 4 93 093 0 95 4 954 94 6 94 0 94 4 95 8 95 0 944 938 938 938 94 4 9 3 8 9 3 6 932 938 9 4 2 9 5 0 940 94 2 9 4 2 94 2 94 6 938 94 2 E.O.F. 945.2 946 948 95 0 952 9 5 4 94 4 94 4 9 4 2 9 4 4 956 934 934 93 0 92 8 E.O.F. 944.0 E.O.F. 935.3 93 6 93 6 936 9 3 6 9 3 6 HWL HW L H W L HWL HWL H W L H W L HW L Low Area to be Temporarily Filled to 934.0 To Facilitate Temp Storm Sewer. Trail Coast to Coordinate W/ Future County RD Reconstruction Future Roundabout Layout Per Scott County Future Underpass Per Scott County 945.5 94 4 . 8 949.5 LO=958.8 LO=957.7 948.4 946.3 LO=950.8 944.2 LO=945.5 941.7 LO= 943.0 939.4 LO=940.7 938.4 LO=939.7 LF=937.6 LO=398.9 938.3 LO=939.6 941.5 LO=942.8 944.6 LO=945.9 946.5 LO=947.8 947.5 LO=948.8 948.0 LO=955.3 946.3 LO=950.8 942.3 LO=946.8 940.5 LO=941.8 938.7 LO=940.0 938.7 LO=9 4 0 . 0 939. 0 LO = 9 4 0 . 3 938.5 LO=939. 8 937.5 LO=938.8 937.3 LO=938.7 937.5 LO=942.0 938.0 LO=942.5 939.4 LO=940.7 938.7 LO=940.0 938.7 LO=940.0 937.0 LO=938.3 937.2 LO=938.5 937.5 LO=938.8 937.0 LO=938.3 935.5 LO=940.0 935.5 LO=939.0 935.5 LO=939.0 934.9 LO=944.2 931.0 LO=944.3 936.0 LO=945.3 936.0 LO=945.3 937.5 LO=942.0 937.0 LO=941.5 937.0 LO=941.5 94 4 . 5 946.6 944.6 9 4 5 . 3 94 7 . 6 95 0 . 6 95 3 . 5 956.5 94 9 . 2 FBWO 94 7 . 7 939.0938.2 FBWO 94 5 . 3 945.5 945.5 CB RIM:936.3 CB RIM:937.2 CB RIM:936.0 FES INV=932.00 (18") FES INV:947.0 (15")CB RIM:936.5 FES INV:929.0 (24") 94 0 . 8 943.2 95 1 . 3 93 8 . 9 94 2 . 1 93 8 94 0 938 940 94 0 95 7 . 6 95 1 . 7 94 9 . 6 94 4 . 3 94 1 . 8 93 9 . 5 938.5 937.7 9 3 8 . 4 94 1 . 6 94 4 . 7 94 6 . 6 94 7 . 6 937.6 938.6 939. 1 938. 8 938.8 940.6 945.6 949.6 956.1 938.8 938.8 939.5 93 7 . 3 93 7 . 3 93 7 . 6 93 7 . 1 9 3 8 . 8 9 3 7 . 8 93 7 . 8 94 3 . 0 94 3 . 1 94 4 . 1 94 4 . 1 940.8 942.3 94 0 . 3 94 0 . 3 94 0 . 8 KNEE WALL KN E E W A L L FBLO FBLO F B L O 95 8 . 1 FES INV:929.0 (18") CB RIM:933.5 FES INV:929.0 (18") CB RIM:936.3 FES INV=947.50 (15") FES INV:929.0 (18")CB RIM:935.0 933.5 M a r 0 6 , 2 0 2 6 - G : \ P l a t s \ S c o t t C o u n t y \ C A M P B E L L S H O R E S \ P L A N S \ C A M P B E L L S H O R E S G R A D I N G P L A N 5 0 S C . d w g REV. SHEETCHECKEDDESIGNED DATEDRAWN SCALE JOB NO. PINNACLE FAMILY HOMES 5100 CONDON ST. SE. PRIOR LAKE, MN 55372 CO PM AS SHOWN 18916.01 3/06//2026 PRIOR LAKE MINNESOTA GRADING PLAN CAMPBELL SHORES 7.1 LOW FLOOR THE GREATER OF 3 FEET ABOVE HKWL 2 FEET ABOVE HWL LOW OPENINGS THE GREATER OF 3 FEET ABOVE HKWL 2 FEET ABOVE HWL 2 FEET ABOVE EMERGENCY OVERFLOWS SETBACKS: FRONT YARD AND SIDE STREET 25 FEET SIDE YARD 7.5 FEET REAR YARD 25 FEET (HOUSE, DECKS AND PORCHES) OHWL OF CAMPBELL LAKE 150 FEET 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% UNLESS NOTED OTHERWISE. A MINIMUM SLOPE OF 5% IS REQUIRED FOR THE FIRST 10 FT BEHIND HOUSES 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, WATERSHED AND NPDES PERMIT. 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 STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 5.ROCK CONSTRUCTION ENTRANCES SHALL BE PROVIDED AT ALL CONSTRUCTION ACCESS POINTS. 6.REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL FOR SOIL CORRECTION REQUIREMENTS AND TESTING REQUIREMENTS. 7.STRIP TOPSOIL PRIOR TO ANY CONSTRUCTION, REUSE STOCKPILE ON SITE. STOCKPILE PERIMETERS MUST BE PROTECTED WITH SILT FENCE. ON SITE TOPSOIL CAN BE USED IF IT MEETS CITY SPECIFICATIONS AS DETERMINED BY CITY ENGINEER OR THEIR REPRESENTATIVE. 8.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 UTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROED BY ALL OF THE PERMITTING AUTHORITIES. 9.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 4” TOPSOIL. 10.REFER TO GRADING AND DRAINAGE AND EROSION AND SEDIMENT CONTROL PLAN FOR ALL EROSION AND SEDIMENT CONTROL DEVICE LOCATIONS. 11.BUILDING PERMITS ARE REQUIRED FOR ALL RETAINING WALLS 4 FEET IN HEIGHT OR GREATER AND SHALL BE DESIGNED BY A STRUCTURAL ENGINEER AND THE DESIGN REVIEWED AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 12.PROPOSED DRIVEWAY GRADES ARE 2% MINIMUM AND 10% MAXIMUM. 13.ANY MODIFICATION TO HOMES AT TIME OF BUILDING PERMIT APPLICATION THAT DEVIATES FROM THIS GRADING PLAN MUST BE SUBMITTED TO AND APPROVED BY THE CITY OF PRIOR LAKE 14.GEOTECHNICAL ENGINEER TO BE PRESENT DURING EXCAVATION OF ALL PRETREATMENT AND FILTRATION BASINS. GEOTECHNICAL ENGINEER TO PROVIDE RECOMMENDATION FOR BASIN LINERS WHICH MAY EXCEED 2' MINIMUM OF ON-SITE CLAYS PER CIVIL ENGINEERING PLANS. 15.4” OF TOPSOIL TO BE SPREAD OVER DISTURBED AREAS TO REDUCE LONG TERM WATER USE FOR IRRIGATION AND IMPROVE STORMWATER RUNOFF QUALITY. 16.PROPOSED FILTRATION AND PONDING AREAS SHALL BE PROTECTED THROUGHOUT CONSTRUCTION TO PREVENT COMPACTION OF SOILS AND SEDIMENTATION. 17.SEDIMENT CONTROL BMP'S SHALL BE INSPECTED BY THE CITY PRIOR TO LAND DISTURBING ACTIVITIES. 1 942.6 943.0 PROPOSED GARAGE FLOOR ELEVATION PROPOSED LOT NO. PROPOSED GROUND ELEVATION HOUSE TYPE LOWEST ALLOWABLE FLOOR ELEVATION 4. 8 % DRIVEWAY SLOPE 934.0 FB TOP HOUSE FOUNDTION FOR DROP GARAGE = DROP+0.3 DROP GAR. X.X PROPOSED LOW OPENING LO=943.3 CO DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAFT 9 4 2 94 0 93 8 9 3 6 9 3 6 9 3 8 934 9 3 4 9 3 6 9 3 8 9 4 0 9 4 2 9 4 4 94 6 926 92 8 930 932 934 9 2 8 9 3 0 9 3 2 9 3 4 93 6 93 8 9 4 0 9 4 6 9 4 4 9 4 2 9 4 4 9 4 2 9 4 0 9 3 8 93 6 93 2 93 0 93 2 93 4 93 6 93 8 94 0 93 8 93 6 9 2 8 9 3 0 928 9 3 6 9 3 8 9 4 0 9 4 2 9 4 4 9 4 6 944 94 2 940 938 936 934 932 930 928 9 3 0 9 4 0 9 3 6 9 3 4 9 3 2 9 3 8 9 4 0 9 4 2 9 4 4 9 4 6 936 946 9 4 8 9 4 8 93 2 9 3 2 9 4 8 9 4 4 942 940 9 3 8 93 4 9 3 4 94 8 94 8 95 0 93 0 0+ 0 0 94 6 . 1 1 1+ 0 0 94 4 . 5 6 2+ 0 0 94 3 . 3 4 0+ 0 0 94 1 . 7 0 1+00 940.70 2+ 0 0 94 0 . 3 9 3+ 0 0 94 1 . 9 3 4+ 0 0 94 1 . 3 8 5+ 0 0 94 0 . 3 8 0+00 941.74 1+00 942.91 2+00 944.08 3+00 945.24 4+0 0 946. 1 7 5+00 945.4 1 6+00 945.31 LP : 2 + 0 7 . 6 4 El e v : 9 4 3 . 3 3 LP : 1 + 6 5 . 7 1 El e v : 9 4 0 . 2 2 HP : 3 + 2 1 . 5 1 El e v : 9 4 2 . 0 1 HP: 4 + 0 3 . 4 8 Elev : 9 4 6 . 1 7 LP: 5+55.23 Elev: 945.04 94 1 . 6 94 1 . 2 94 6 . 0 94 0 . 8 94 2 . 0 94 2 . 4 94 3 . 3 94 2 . 9 94 2 . 9 94 3 . 3 9 3 7 . 5 94 4 . 0 93 5 . 6 94 4 . 2 93 5 . 8 94 3 . 5 94 3 . 0 94 3 . 0 93 7 . 8 94 3 . 4 94 3 . 8 943 . 9 944 . 3 944.5 944.1 9 4 3 . 7 94 3 . 7 93 8 . 5 93 8 . 5 94 3 . 7 938.0 946.3 938.1 946.5 939.1 947.5 948. 0 947. 7 947.7 947.7 939.3 947.7 939.3 94 3 . 0 940.0 948.4 941.8 947.0 941.3 946.5 943.9 945.2 94 5 . 5 93 4 . 5 9 4 0 936.2 940.0 940.7 934.4 932.4 941.3 942.0 930.8 933.0 941.9 935.8 940.7 941.0 9 4 2 . 1 941.7 941.1 9 4 2 . 0 94 1 . 1 935.8 93 4 . 5 940.4 941 . 5 941.9 94 2 . 3 935.1 936. 1 946.2 946. 3 939 . 1 936.4 945.3 945.7 945.8 935.0 937.9 945. 7 943.5 944.9 944.1 943.8 937.2 939.7 941.6 940.6 940.9 939.9 938.3 938.5 94 0 9 4 0 9 3 8 94 2 . 6 9 4 3 . 3 939. 6 942. 8 939. 3 942. 5 150 ' S E T B A C K L I N E 1 5 0 ' S E T B A C K L I N E FIELD FIT PROPOSED BITUMINOUS TRAIL FIELD FIT PROPOSED BITUMINOUS TRAIL FIELD FIT PROPOSED BITUMINOUS TRAIL ST R E E T A STREET B SP R I N G V I E W L A N E 1 6 8 9 10 87 9 3 4 5 6 3 2 1 19 18 17 16 15 4 5 6 7 8 9 10 11 12 13 14 4 FBW O FBWO FBLO FB FB FB FB L O FBLO FBWO FBWO FBWO FB FBLO FBLO FB FB FB FBWO FBWO FBWO 946.6 FB L O FB 7.7% 7. 8 % F B L O 946 . 2 939.3 942.5 FBLOFBLO 943.5 9.5% 8.1% 4.5% 6.1% 7.0% 6.9% 7. 3 % 6. 8 % 5.3% 6.3% 8.0 % 7.6% 6. 5 % 4. 9 % 5. 7 % 5.5 % 6.0 % 7. 7 % 7.1% 7.8% 5.7%8. 0 % 6. 9 % 9.2% 7. 1 % 7. 7 % 940.6 942.6 941.8 942.0 943.3 943.5 942.3 942.3 942.2 943.1 9 4 3 . 5 94 3 . 0 943.0 94 2 . 6 94 4 . 3 94 5 . 6 94 5 . 8 94 6 . 8 94 6 . 3 94 6 . 5 941.8 945.3 94 7 . 0 94 6 . 7 94 6 . 8 937.1 935.1 935.1 934.6 934.1 937.3 941.6 942. 5 9 4 2 . 8 94 2 . 8 937.4 941.9 942.6 94 3 . 6 942.2 93 6 . 8 937.1 93 7 . 2 93 7 . 8 94 2 . 0 94 2 . 0 93 8 . 1 94 0 . 5 940.1 941.2 941.4 942.0 942.0 94 5 . 8 94 0 . 4 94 0 . 8 940.0 940.3 94 5 . 8 93 8 . 8 93 8 . 1 94 2 . 7 94 6 . 7 940.3 940.4 FBL O FBW O FBLO 94 2 . 7 FBL O 94 2 . 6 93 7 . 8 FB FB FILTRATION BASIN BTM = 930.00 100 YR HWL = 933.7 FBWO FBWO FBLO 4 23+ 0 0 931 . 3 5 24+ 0 0 931 . 5 7 2 5 + 0 0 9 3 1 . 7 9 26 + 0 0 93 2 . 6 7 27 + 0 0 93 7 . 2 6 28 + 0 0 94 3 . 0 4 TO P O F B E R M = 9 3 4 . 7 93 4 93 0 93 2 93 0 93 4 93 2 934 932 930 930 932 934 934 932 930 928 93 6 9 3 8 944 942 942 9 4 2 93 7 . 8 FBLO 9 3 2 93 0 93 4 93 4 9 3 4 93 6 9 4 0 938 934 936 936 938 936 94 4 93 4 9 2 6 9 3 0 9 3 4 9 3 8 93 8 9 3 4 928 940 94 0 938 E.O.F. 945.2 E.O.F. 940.9 94 0 E.O.F. 944.0 HW L HW L HWL HW L 938.7 LO=940.0 938.7 LO=9 4 0 . 0 939. 0 LO = 9 4 0 . 3 938.5 LO=939. 8 937.5 LO=938.8 937.3 LO=938.7 934.0 LO=938.5 935.7 LO=939.0 935.7 LO=939.0 934.7 LO=939.2 935.5 LO=944.8 935.3 LO=944.6 934.8 LO=944.1 934.0 LO=938.5 934.0 LO=935.3 934.5 LO=935.8 935.2 LO=936.5 935.0 LO= 936.3 933.7 LO=938.2 933.4 LO=942.7 934.3 LO=943.6 934.3 LO=943.6 937.5 LO=942.0 938.0 LO=942.5 939.4 LO=940.7 938.7 LO=940.0 938.7 LO=940.0 937.0 LO=941.5 94 4 . 5 943 . 9 93 5 . 1 9 3 8 . 5 945.5 945.5 CAMPBELL LAKE OHWL:925.6 (NAVD 88) HIGHEST KNOWN WATER ELEVATION:926.12 (NAVD 88) CAMPBELL LAKE OHWL:925.6 (NAVD 88) HIGHEST KNOWN WATER ELEVATION:926.12 (NAVD 88) CB RIM:937.2 CB RIM:936.0 CB RIM:934.5 FES INV:930.0 (24") CB RIM:936.5 94 0 . 8 943.2 FES INV:927.0 (18") FES INV=931.50 (18") 93 8 940 94 0 940 9 4 2 94 2 93 4 9 3 7 . 0 93 5 . 1 93 5 . 3 93 4 . 6 93 4 . 1 93 7 . 3 94 2 . 9 943 . 4 943.6 9 3 8 . 0 93 8 . 0 93 8 . 0 93 7 . 3 937.4 937.6 938.6 939. 1 938. 8 938.8 938.8 938.8 939.5 94 0 . 7 94 1 . 5 94 2 . 4 94 2 . 4 940.8 942.3 94 0 . 3 FBLO F B L O CO CO CO CO CO CO CO M a r 0 6 , 2 0 2 6 - G : \ P l a t s \ S c o t t C o u n t y \ C A M P B E L L S H O R E S \ P L A N S \ C A M P B E L L S H O R E S G R A D I N G P L A N 5 0 S C . d w g REV. SHEETCHECKEDDESIGNED DATEDRAWN SCALE JOB NO. PINNACLE FAMILY HOMES 5100 CONDON ST. SE. PRIOR LAKE, MN 55372 CO PM AS SHOWN 18916.01 3/06/2026 PRIOR LAKE MINNESOTA GRADING PLAN CAMPBELL SHORES 7.2 LOW FLOOR THE GREATER OF 3 FEET ABOVE HKWL 2 FEET ABOVE HWL THE GREATER OF LOW OPENINGS THE GREATER OF 3 FEET ABOVE HKWL 2 FEET ABOVE HWL 2 FEET ABOVE EMERGENCY OVERFLOWS SETBACKS: FRONT YARD AND SIDE STREET 25 FEET SIDE YARD 7.5 FEET REAR YARD 25 FEET (HOUSE, DECKS AND PORCHES) OHWL OF CAMPBELL LAKE 150 FEET 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% UNLESS NOTED OTHERWISE. A MINIMUM SLOPE OF 5% IS REQUIRED FOR THE FIRST 10 FT BEHIND HOUSES 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, WATERSHED AND NPDES PERMIT. 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 STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 5.ROCK CONSTRUCTION ENTRANCES SHALL BE PROVIDED AT ALL CONSTRUCTION ACCESS POINTS. 6.REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL FOR SOIL CORRECTION REQUIREMENTS AND TESTING REQUIREMENTS. 7.STRIP TOPSOIL PRIOR TO ANY CONSTRUCTION, REUSE STOCKPILE ON SITE. STOCKPILE PERIMETERS MUST BE PROTECTED WITH SILT FENCE. ON SITE TOPSOIL CAN BE USED IF IT MEETS CITY SPECIFICATIONS AS DETERMINED BY CITY ENGINEER OR THEIR REPRESENTATIVE. 8.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 UTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROED BY ALL OF THE PERMITTING AUTHORITIES. 9.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 4” TOPSOIL. 10.REFER TO GRADING AND DRAINAGE AND EROSION AND SEDIMENT CONTROL PLAN FOR ALL EROSION AND SEDIMENT CONTROL DEVICE LOCATIONS. 11.BUILDING PERMITS ARE REQUIRED FOR ALL RETAINING WALLS 4 FEET IN HEIGHT OR GREATER AND SHALL BE DESIGNED BY A STRUCTURAL ENGINEER AND THE DESIGN REVIEWED AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 12.PROPOSED DRIVEWAY GRADES ARE 2% MINIMUM AND 10% MAXIMUM. 13.ANY MODIFICATION TO HOMES AT TIME OF BUILDING PERMIT APPLICATION THAT DEVIATES FROM THIS GRADING PLAN MUST BE SUBMITTED TO AND APPROVED BY THE CITY OF PRIOR LAKE 14.GEOTECHNICAL ENGINEER TO BE PRESENT DURING EXCAVATION OF ALL PRETREATMENT AND FILTRATION BASINS. GEOTECHNICAL ENGINEER TO PROVIDE RECOMMENDATION FOR BASIN LINERS WHICH MAY EXCEED 2' MINIMUM OF ON-SITE CLAYS PER CIVIL ENGINEERING PLANS. 15.4” OF TOPSOIL TO BE SPREAD OVER DISTURBED AREAS TO REDUCE LONG TERM WATER USE FOR IRRIGATION AND IMPROVE STORMWATER RUNOFF QUALITY. 16.PROPOSED FILTRATION AND PONDING AREAS SHALL BE PROTECTED THROUGHOUT CONSTRUCTION TO PREVENT COMPACTION OF SOILS AND SEDIMENTATION. 17.SEDIMENT CONTROL BMP'S SHALL BE INSPECTED BY THE CITY PRIOR TO LAND DISTURBING ACTIVITIES. CO 1 942.6 943.0 PROPOSED GARAGE FLOOR ELEVATION PROPOSED LOT NO. PROPOSED GROUND ELEVATION HOUSE TYPE LOWEST ALLOWABLE FLOOR ELEVATION 4. 8 % DRIVEWAY SLOPE 934.0 FB TOP HOUSE FOUNDTION FOR DROP GARAGE = DROP+0.3 DROP GAR. X.X PROPOSED LOW OPENING LO=943.3 9 4 0 938 93 6 940 930 92 6 9 3 4 9 3 6 93 8 930 930 9 3 2 93 4 93 6 93 8 9 4 0 9 4 2 94 4 94 6 94 8 9 4 8 94 6 94 4 9 4 2 9 4 0 9 3 2 9 3 2 9 3 2 93 4 9 3 6 93 8 94 0 94 2 94 6 9 4 4 9 4 8 9 5 0 95 0 9 4 0 9 4 2 9 4 4 9 4 6 9 4 8 94 0 94 2 94 4 94 6 94 8 9 4 2 94 0 93 8 9 3 6 9 3 6 9 3 8 9 4 0 934 9 3 4 9 3 6 9 3 8 9 4 0 9 4 2 9 4 4 94 6 926 92 8 930 932 934 94 0 9 3 0 9 5 4 9 5 2 9 4 8 9 4 6 9 4 4 94 2 93 8 93 6 936 9 3 6 9 3 8 9 4 0 9 4 2 9 4 4 9 4 6 9 4 0 9 4 2 9 4 4 9 4 6 936 946 9 3 6 93 2 9 3 2 9 3 4 93 4 9 4 4 9 4 6 9 4 8 9 4 8 9 4 4 942 940 9 3 8 938 938 936 93 4 9 3 4 94 8 94 8 95 0 9 3 0 930 9 3 0 0+ 0 0 94 6 . 1 1 1+ 0 0 94 4 . 5 6 2+ 0 0 94 3 . 3 4 3+00 944.14 4+ 0 0 94 4 . 4 7 5 + 0 0 9 4 2 . 8 0 6 + 0 0 9 4 1 . 1 6 7+ 0 0 94 1 . 4 0 10+48 944.58 2+ 0 0 94 0 . 3 9 3+ 0 0 94 1 . 9 3 4+ 0 0 94 1 . 3 8 5+ 0 0 94 0 . 3 8 6 + 0 0 9 3 9 . 3 8 7 + 0 0 9 3 8 . 5 0 8+00 939.63 9+00 941.63 10+00 943.63 0+00 941.74 1+00 942.91 2+00 944.08 3+00 945.24 4+0 0 946. 1 7 5+00 945.4 1 6+00 945.31 7+00 947.8 6 L P : 6 + 3 8 . 6 4 E l e v : 9 4 0 . 9 6 HP : 3 + 6 4 . 3 7 El e v : 9 4 4 . 6 5 LP : 2 + 0 7 . 6 4 El e v : 9 4 3 . 3 3 HP : 3 + 2 1 . 5 1 El e v : 9 4 2 . 0 1 L P : 7 + 0 6 . 5 0 E l e v : 9 3 8 . 5 0 HP: 4 + 0 3 . 4 8 Elev : 9 4 6 . 1 7 LP: 5+55.23 Elev: 945.04 94 6 . 0 94 0 . 8 94 3 . 9 94 3 . 5 94 4 . 0 94 3 . 6 94 5 . 0 94 4 . 6 94 4 . 6 94 5 . 0 94 6 . 5 94 1 . 3 94 0 . 9 94 1 . 3 94 1 . 6 94 1 . 2 94 6 . 0 94 0 . 8 94 2 . 0 94 2 . 4 94 3 . 3 94 2 . 9 94 2 . 9 94 3 . 3 9 4 1 . 9 9 3 7 . 4 9 3 8 . 0 93 7 . 5 94 4 . 0 93 5 . 6 94 4 . 2 93 5 . 8 94 3 . 5 94 3 . 0 938.0 946.3 938.1 946.5 939.1 947.5 948. 0 947. 7 947.7 949.5 941.1 946.1 948.3 94 3 . 5 93 8 . 3 9 4 3 . 5 9 3 8 . 3 9 4 4 . 5 9 3 9 . 3 93 7 . 6 94 6 . 0 94 6 . 5 93 8 . 1 93 7 . 8 94 6 . 2 94 6 . 0 93 7 . 6 947.7 939.3 947.7 939.3 94 3 . 0 940.0 948.4 941.8 947.0 941.3 946.5 943.9 945.2 94 5 . 5 9 4 0 941.8940.3 938.0 941.2 940.0 942.1 941.0 943.2 941.5 941.7 937.2 E.O.F. 941.2 941.7 943.0 935.0 935.0944.6 935.0944.8 935.0944.0 938. 8 939.2 936.2 934.1 936.2 940.0 940.7 934.4 932.4 941.3 942.0 930.8 933.0 941.9 946.2 946. 3 939 . 1 936.4 945.3 945.7 940.9 947.1 947.4 945.8 935.0 937.9 945. 7 943.5 949.1 944.9 944.1 943.8 937.2 939.7 941.6 940.6 940.9 939.9 938.3 938.5 936.7 944.0E.O.F. 939.3 941.2 930 92 6 93 4 934 930 926 930 926 942 93 8 9 3 2 93 2 93 4 940 9 4 0 940 942 9 3 8 939. 6 942. 8 939. 3 942. 5 930 1 5 0 ' S E T B A C K L I N E 170TH STREET EAST WETLAND WETLAND WETLAND FIELD FIT PROPOSED BITUMINOUS TRAIL FIELD FIT PROPOSED BITUMINOUS TRAIL POWER POLES TO BE RE LOCATED PROPOSED BITUMINOUS TRAIL ST R E E T A STREET B SP R I N G V I E W L A N E FB 1 1 6 1 2 3 4 4 5 6 7 8 9 10 87 9 10 2 3 4 5 6 1 2 3 3 2 1 4 32 1 19 18 17 16 15 4 5 6 7 3 2 4 WET POND BTM = 925.00 NWL = 929.00 100YR HWL = 933.5 FILTRATION BASIN BTM = 930.00 100 YR HWL = 932.7 FBLO FBW O FB FB FBLO FB FBWO FBLO FBWO FBWO FBWO FBLO FBLO FBLO FBLO FBLO FB FB FB FB FB FBLO FBLO FBLO FBWO FBWO FBWO FBWO FBWO FBWO FBWO 946.6 FB L O FB 7.7% 7. 8 % 946 . 2 939.3 942.5 FBLOFBLO 943.5 934.0 8.3% 6.2% 7.4% 5.2% 9.4% 9.1% 9.5% 8.1% 4.5% 6.1% 7.6% 6. 5 % 4. 9 % 5. 7 % 5.5 % 6.0 % 7. 7 % 8. 5 % 7. 1 % 8.5% 6.4% 6.7% 7.1% 7.8% 5.7%8. 0 % 6. 9 % 9.2% 9.3% 7. 1 % 7. 7 % 7.5% 6.1% 5.3% 6.3% 6.7% 6.1% 6.3% 943.2 944.3 943.3 940.6 942.6 941.8 942.0 941.1 943.3 943.5 942.3 94 4 . 3 94 5 . 6 94 5 . 8 94 6 . 8 94 6 . 3 94 6 . 5 94 8 . 8 941.8 945.3 945.3 944.8 945.5 945.3 943.8 940.6 942.8 94 7 . 0 94 6 . 7 94 6 . 8 940.3 942.2 942.7 943.7 942.4 943.6 944.2 944.8 937.1 935.1 935.1 934.6 934.1 93 7 . 2 93 7 . 8 94 2 . 0 94 2 . 0 93 8 . 1 94 0 . 5 94 3 . 8 94 5 . 5 937.1 940.1 938.8 937.6 941.2 941.4 942.0 942.0 94 5 . 8 94 0 . 4 94 0 . 8 940.0 940.3 94 5 . 8 93 8 . 8 93 8 . 1 936.7 937.7 937.1 937.1 937.6 937.8 936. 5 942.7 942.2 936.9 94 8 . 3 94 6 . 7 940.3 940.4 937.5 942.5 938.3 936.9 943.6 FBL O FBW O 9 4 2 . 7 9 4 2 . 5 944.3 FBWO FBL O 94 2 . 6 93 7 . 8 FB FBWO FBWO FBLO FBLO D R O P G A R . 0 . 7 ' D R O P G A R . 0 . 7 ' 937.0 941.6 942.0 0+ 0 0 93 9 . 8 0 1 + 0 0 9 3 7 . 4 5 2 + 0 0 9 3 4 . 6 6 3+00 934.5 0 4+00 934. 5 0 5+00 934.50 6 + 0 0 9 3 4 . 4 6 7 + 0 0 9 3 4 . 5 4 28 + 0 0 94 3 . 0 4 L P : 6 + 4 7 . 9 7 E l e v : 9 3 4 . 0 6 E.O.F. 934.1 E.O.F. 938.7 93 7 . 8 FBLO 93 2 93 0 93 4 93 4 9 3 4 93 6 9 3 8 93 8 9 3 6 930932 934936 938 9 3 4 9 3 2 9 3 0 934 932 934 93 2 93 0 9 2 5 92 5 92 5 9 2 9 9 2 9 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 9 2 9 9 2 5 93 0 934 934 936 932 934 934 93 4 936 94 2 94 2 94 2 93 4 932 930 934 936 938 94 2 94 2 94 0 9 4 0 9 3 2 9 4 0 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 9 3 6 9 2 6 9 2 6 9 2 8 9 3 0 9 3 4 9 3 4 93 0 9 2 8 93 0 93 6 93 6 93 4 93 0 93 0 944 938 938 938 94 4 932932 93 4 932 92 6 92 8 93 2 93 4 9 3 8 9 2 6 9 3 0 9 3 4 9 3 8 9 3 6 940 94 2 9 4 2 94 2 938 E.O.F. 945.2 94 4 94 4 9 4 2 9 4 4 9 3 8 E.O.F. 944.0 E.O.F. 935.3 9 3 6 HWL H W L HW L HW L HW L HWL HW L H W L HWL HW L RW TOP:940.0 RW TOP:939.7 RW TOP:927.2 RW BTM:931.7 RW BTM:926.1 RW BTM:928.0 RW BTM:927.2 RW BTM:926.8 RW TOP:933.4 9+00 941.68 10+00 941.05 11+00 941.04 12+00 941.55 13+00 941.04 HP: 12+00.00 Elev: 941.55LP: 10+50.59 Elev: 940.83 CAMPBELL LAKE OHWL:925.6 (NAVD 88) HIGHEST KNOWN WATER ELEVATION:926.12 (NAVD 88) 942.3 LO=946.8 940.5 LO=941.8 938.7 LO=940.0 938.7 LO=9 4 0 . 0 939. 0 LO = 9 4 0 . 3 938.5 LO=939. 8 937.5 LO=938.8 937.3 LO=938.7 934.0 LO=938.5934.0 LO=935.3 934.5 LO=935.8 935.2 LO=936.5 935.0 LO= 936.3 933.7 LO=938.2 934.5 LO=938.7 934.7 LO=938.1 932.3 LO=941.6 932.6 LO=942.9 933.4 LO=942.7 934.3 LO=943.6 934.3 LO=943.6 937.5 LO=942.0 938.0 LO=942.5 939.4 LO=940.7 938.7 LO=940.0 938.7 LO=940.0 937.0 LO=938.3 937.2 LO=938.5 937.5 LO=938.8 937.0 LO=938.3 935.5 LO=940.0 935.5 LO=939.0 935.5 LO=939.0 934.9 LO=944.2 931.0 LO=944.3 936.0 LO=945.3 936.0 LO=945.3 937.5 LO=942.0 937.0 LO=941.5 937.0 LO=941.5 94 4 . 5 93 5 . 1 93 9 . 4 945.5 945.5 CB RIM:936.3 FES INV:931.0 (18") CB RIM:937.2 FES INV:930.0 (18") CB RIM:936.5 FES INV:929.0 (24") 94 0 . 8 943.2 12" TURN LANE 94 0 . 0 EXPOSE FOUNDATION EXPOSE FOUNDATION 93 8 94 0 938 940 94 0 940 9 4 2 94 2 93 4 9 3 6 . 9 9 3 7 . 5 9 3 7 . 0 93 5 . 1 93 5 . 3 93 4 . 6 93 4 . 1 93 7 . 3 937.4 937.6 938.6 939. 1 938. 8 938.8 940.6 945.6 938.8 938.8 939.5 93 7 . 3 93 7 . 3 93 7 . 6 93 7 . 1 9 3 8 . 8 9 3 7 . 8 93 7 . 8 94 3 . 0 94 3 . 1 94 4 . 1 94 4 . 1 94 0 . 4 94 0 . 7 94 1 . 5 94 2 . 4 94 2 . 4 940.8 942.3 94 0 . 3 94 0 . 3 94 0 . 8 FBLO F B L O FES INV=931.50 (18") FES INV:929.0 (18")CB RIM:935.0 94 0 . 0 CO CO CO CO CO CO CO CO CO CO CO M a r 0 6 , 2 0 2 6 - G : \ P l a t s \ S c o t t C o u n t y \ C A M P B E L L S H O R E S \ P L A N S \ C A M P B E L L S H O R E S G R A D I N G P L A N 5 0 S C . d w g REV. SHEETCHECKEDDESIGNED DATEDRAWN SCALE JOB NO. PINNACLE FAMILY HOMES 5100 CONDON ST. SE. PRIOR LAKE, MN 55372 CO PM AS SHOWN 18916.01 3/06/2026 PRIOR LAKE MINNESOTA GRADING PLAN CAMPBELL SHORES 7.3 LOW FLOOR THE GREATER OF 3 FEET ABOVE HKWL 2 FEET ABOVE HWL LOW OPENINGS THE GREATER OF 3 FEET ABOVE HKWL 2 FEET ABOVE HWL 2 FEET ABOVE EMERGENCY OVERFLOWS SETBACKS: FRONT YARD AND SIDE STREET 25 FEET SIDE YARD 7.5 FEET REAR YARD 25 FEET (HOUSE, DECKS AND PORCHES) OHWL OF CAMPBELL LAKE 150 FEET 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% UNLESS NOTED OTHERWISE. A MINIMUM SLOPE OF 5% IS REQUIRED FOR THE FIRST 10 FT BEHIND HOUSES 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, WATERSHED AND NPDES PERMIT. 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 STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 5.ROCK CONSTRUCTION ENTRANCES SHALL BE PROVIDED AT ALL CONSTRUCTION ACCESS POINTS. 6.REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL FOR SOIL CORRECTION REQUIREMENTS AND TESTING REQUIREMENTS. 7.STRIP TOPSOIL PRIOR TO ANY CONSTRUCTION, REUSE STOCKPILE ON SITE. STOCKPILE PERIMETERS MUST BE PROTECTED WITH SILT FENCE. ON SITE TOPSOIL CAN BE USED IF IT MEETS CITY SPECIFICATIONS AS DETERMINED BY CITY ENGINEER OR THEIR REPRESENTATIVE. 8.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 UTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROED BY ALL OF THE PERMITTING AUTHORITIES. 9.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 4” TOPSOIL. 10.REFER TO GRADING AND DRAINAGE AND EROSION AND SEDIMENT CONTROL PLAN FOR ALL EROSION AND SEDIMENT CONTROL DEVICE LOCATIONS. 11.BUILDING PERMITS ARE REQUIRED FOR ALL RETAINING WALLS 4 FEET IN HEIGHT OR GREATER AND SHALL BE DESIGNED BY A STRUCTURAL ENGINEER AND THE DESIGN REVIEWED AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 12.PROPOSED DRIVEWAY GRADES ARE 2% MINIMUM AND 10% MAXIMUM. 13.ANY MODIFICATION TO HOMES AT TIME OF BUILDING PERMIT APPLICATION THAT DEVIATES FROM THIS GRADING PLAN MUST BE SUBMITTED TO AND APPROVED BY THE CITY OF PRIOR LAKE 14.GEOTECHNICAL ENGINEER TO BE PRESENT DURING EXCAVATION OF ALL PRETREATMENT AND FILTRATION BASINS. GEOTECHNICAL ENGINEER TO PROVIDE RECOMMENDATION FOR BASIN LINERS WHICH MAY EXCEED 2' MINIMUM OF ON-SITE CLAYS PER CIVIL ENGINEERING PLANS. 15.4” OF TOPSOIL TO BE SPREAD OVER DISTURBED AREAS TO REDUCE LONG TERM WATER USE FOR IRRIGATION AND IMPROVE STORMWATER RUNOFF QUALITY. 16.PROPOSED FILTRATION AND PONDING AREAS SHALL BE PROTECTED THROUGHOUT CONSTRUCTION TO PREVENT COMPACTION OF SOILS AND SEDIMENTATION. 17.SEDIMENT CONTROL BMP'S SHALL BE INSPECTED BY THE CITY PRIOR TO LAND DISTURBING ACTIVITIES. CO DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAFT 1 942.6 943.0 PROPOSED GARAGE FLOOR ELEVATION PROPOSED LOT NO. PROPOSED GROUND ELEVATION HOUSE TYPE LOWEST ALLOWABLE FLOOR ELEVATION 4. 8 % DRIVEWAY SLOPE 934.0 FB TOP HOUSE FOUNDTION FOR DROP GARAGE = DROP+0.3 DROP GAR. X.X PROPOSED LOW OPENING LO=943.3 9 4 0 93 4 93 6 93 8 94 2 94 4 94 6 948 9 4 8 9 4 6 9 4 2 9 4 0 936 9 3 2 9 2 8 940 930 92 6 9 3 4 9 3 6 93 8 930 930 936 938 9 3 0 930 9 3 0 8+00 939.63 L P : 7 + 0 6 . 5 0 E l e v : 9 3 8 . 5 0 934.1 930 93 4 930 WETLAND WETLAND FIELD FIT PROPOSED BITUMINOUS TRAIL POWER POLES TO BE RE LOCATED FILTRATION BASIN BTM = 930.00 100 YR HWL = 932.7 936. 5 3+00 934.5 0 4+00 934. 5 0 5+00 934.50 6 + 0 0 9 3 4 . 4 6 7 + 0 0 9 3 4 . 5 4 L P : 6 + 4 7 . 9 7 E l e v : 9 3 4 . 0 6 E.O.F. 934.1 E.O.F. 938.7 930932 934936 938 9 3 4 9 3 2 9 3 0 934 932 934 93 2 93 0 934 934 932 934 934 93 4 93 4 932 930 934 936 938 932932 93 4 932 9 2 6 92 8 9 4 6 94 2 944 9 3 6 9 3 8 932 934 936 944 944 932 928 93 2 934 93 8 HWL H W L HW L HW L HW L 958 956 954 952 950 948 946 944 940 942 942 944944 940 9 4 0 9 4 2 9 4 4 9 4 6 948950 952 9 5 4 95 6 958958 9 5 6 9 5 4 95 2 95 0 94 8 94 6 94 4 94 29 4 0 9 3 8 9 3 6 RW TOP:927.3 RW TOP:940.0 RW TOP:940.0 RW TOP:939.7 RW TOP:927.2 RW BTM:931.7 RW BTM:926.1 RW BTM:928.0 RW BTM:927.2 RW BTM:926.8RW TOP:933.5 RW TOP:933.4 0+00 939.58 1+00 940.58 2+00 941.58 3+00 942.58 4+00 943.58 5+00 944.16 6+00 943.55 7+00 942.93 8+00 942.30 9+00 941.68 10+00 941.05 11+00 941.04 12+00 941.55 13+00 941.04 HP: 4+83.68 Elev: 944.19 HP: 12+00.00 Elev: 941.55LP: 10+50.59 Elev: 940.83 FES INV:931.0 (18") FES INV:930.0 (18") 12" TURN LANE POWER POLES TO BE RE LOCATED DEVLOPER TO OBTAIN TEMPORARY CONSTRUCTION EASEMENT FES INV=931.50 (18") CO CO CO CO CO CO CO CO CO CO CO DEVLOPER TO OBTAIN TEMPORARY CONSTRUCTION EASEMENT CAMPBELL LAKE OHWL:925.6 (NAVD 88) HIGHEST KNOWN WATER ELEVATION:926.12 (NAVD 88) M a r 0 6 , 2 0 2 6 - G : \ P l a t s \ S c o t t C o u n t y \ C A M P B E L L S H O R E S \ P L A N S \ C A M P B E L L S H O R E S G R A D I N G P L A N 5 0 S C . d w g REV. SHEETCHECKEDDESIGNED DATEDRAWN SCALE JOB NO. PINNACLE FAMILY HOMES 5100 CONDON ST. SE. PRIOR LAKE, MN 55372 CO PM AS SHOWN 18916.01 3/06/2026 PRIOR LAKE MINNESOTA GRADING PLAN CAMPBELL SHORES 7.4 LOW FLOOR THE GREATER OF 3 FEET ABOVE HKWL 2 FEET ABOVE HWL LOW OPENINGS THE GREATER OF 3 FEET ABOVE HKWL 2 FEET ABOVE HWL 2 FEET ABOVE EMERGENCY OVERFLOWS SETBACKS: FRONT YARD AND SIDE STREET 25 FEET SIDE YARD 7.5 FEET REAR YARD 25 FEET (HOUSE, DECKS AND PORCHES) OHWL OF CAMPBELL LAKE 150 FEET DENOTES PROPOSED CONSERVATION EASEMENT 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% UNLESS NOTED OTHERWISE. A MINIMUM SLOPE OF 5% IS REQUIRED FOR THE FIRST 10 FT BEHIND HOUSES 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, WATERSHED AND NPDES PERMIT. 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 STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 5.ROCK CONSTRUCTION ENTRANCES SHALL BE PROVIDED AT ALL CONSTRUCTION ACCESS POINTS. 6.REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL FOR SOIL CORRECTION REQUIREMENTS AND TESTING REQUIREMENTS. 7.STRIP TOPSOIL PRIOR TO ANY CONSTRUCTION, REUSE STOCKPILE ON SITE. STOCKPILE PERIMETERS MUST BE PROTECTED WITH SILT FENCE. ON SITE TOPSOIL CAN BE USED IF IT MEETS CITY SPECIFICATIONS AS DETERMINED BY CITY ENGINEER OR THEIR REPRESENTATIVE. 8.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 UTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROED BY ALL OF THE PERMITTING AUTHORITIES. 9.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 4” TOPSOIL. 10.REFER TO GRADING AND DRAINAGE AND EROSION AND SEDIMENT CONTROL PLAN FOR ALL EROSION AND SEDIMENT CONTROL DEVICE LOCATIONS. 11.BUILDING PERMITS ARE REQUIRED FOR ALL RETAINING WALLS 4 FEET IN HEIGHT OR GREATER AND SHALL BE DESIGNED BY A STRUCTURAL ENGINEER AND THE DESIGN REVIEWED AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 12.PROPOSED DRIVEWAY GRADES ARE 2% MINIMUM AND 10% MAXIMUM. 13.ANY MODIFICATION TO HOMES AT TIME OF BUILDING PERMIT APPLICATION THAT DEVIATES FROM THIS GRADING PLAN MUST BE SUBMITTED TO AND APPROVED BY THE CITY OF PRIOR LAKE 14.GEOTECHNICAL ENGINEER TO BE PRESENT DURING EXCAVATION OF ALL PRETREATMENT AND FILTRATION BASINS. GEOTECHNICAL ENGINEER TO PROVIDE RECOMMENDATION FOR BASIN LINERS WHICH MAY EXCEED 2' MINIMUM OF ON-SITE CLAYS PER CIVIL ENGINEERING PLANS. 15.4” OF TOPSOIL TO BE SPREAD OVER DISTURBED AREAS TO REDUCE LONG TERM WATER USE FOR IRRIGATION AND IMPROVE STORMWATER RUNOFF QUALITY. 16.PROPOSED FILTRATION AND PONDING AREAS SHALL BE PROTECTED THROUGHOUT CONSTRUCTION TO PREVENT COMPACTION OF SOILS AND SEDIMENTATION. 17.SEDIMENT CONTROL BMP'S SHALL BE INSPECTED BY THE CITY PRIOR TO LAND DISTURBING ACTIVITIES. CO DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAFT 944 940 94 2 9 3 8 93 6 936 938 9 4 0 9 4 4 9 4 2 9 4 6 9 4 8 9 5 2 9 5 4 95 6 9 3 2 93 4 93 6 93 8 9 4 0 9 4 2 94 4 94 6 94 8 9 4 8 94 6 94 4 9 4 2 9 4 0 9 3 2 9 3 2 9 3 4 936 94 8 95 0 96 0 96 2 96 2 960 962 9 6 4 956 950 952 948 9 4 6 9 3 8 9 3 6 9 3 4 9 3 2 9 3 2 93 4 9 3 6 93 8 94 0 94 2 94 6 94 4 9 4 8 9 5 0 95 0 9 4 0 9 4 4 9 4 6 9 4 8 94 8 9 4 2 94 0 93 8 9 3 6 9 3 6 9 3 8 9 4 0 9 4 2 9 4 4 9 4 6 9 4 8 9 5 0 95 2 9 5 4 934 9 3 4 9 3 6 9 3 8 9 4 0 9 5 6 9 5 4 9 4 8 9 4 6 9 4 4 94 2 93 8 936 946 9 3 6 9 3 8 9 4 0 9 4 2 9 4 4 9 4 6 9 5 0 93 2 9 3 2 9 3 4 93 4 9 4 4 9 4 6 9 4 8 9 4 8 9 4 4 942 940 9 3 8 95 0 938 940 942 944 946 948 952 954 9 5 6 95 8 92 6 93 4 934 930 926 930 926 942 93 8 93 2 946946946 94 4 950 95 0 940 96 0 96 0 9 4 0 94 0 942 950 9 3 8 942 926 928 932 934 170TH STREET MA R S H A L L R O A D WETLAND PROPOSED TURN LANE PROPOSED BITUMINOUS TRAIL PROPOSED BITUMINOUS TRAIL STREET B ST R E E T C SP R I N G V I E W L A N E 1 1 2 3 4 4 5 6 7 8 9 10 8 7 9 10 3 2 1 16 17 18 19 20 21 22 1 11 12 13 14 15 65 4 32 1 19 18 17 16 3 2 5 1 2 9 2 5 9 2 5 92 5 92 5 929 92 9 9 2 9 9 2 9 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 9 2 9 9 2 5 93 0 936 94 2 94 2 94 2 94 2 94 2 94 0 9 4 0 9 3 2 934 926 92 8 93 0 934 936 928 93 2 92 8940 938 93 6 94 0 93 6 948 94 8 9 4 8 948 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 9 4 4 9 4 0 9 3 6 9 2 6 9 2 6 9 2 8 9 3 0 9 3 4 9 3 4 9 3 6 9 2 8 9 3 0 93 0 93 4 9 3 6 9 2 8 93 0 93 6 93 6 93 4 93 0 93 0 95 4 954 94 6 94 0 94 4 95 8 95 0 944 938 938 94 4 9 3 8 9 3 6 932 938 9 4 2 9 5 0 940 94 2 9 4 2 94 2 94 6 94 2 946 948 95 0 952 9 5 4 94 4 94 4 9 4 2 9 4 4 956 934 934 93 0 92 8 93 6 93 6 936 9 3 6 9 3 6 HWL HW L H W L HWL HWL H W L H W L HW L 292 293 301303 69 63 62 243 M a r 0 6 , 2 0 2 6 - G : \ P l a t s \ S c o t t C o u n t y \ C A M P B E L L S H O R E S \ P L A N S \ C A M P B E L L S H O R E S T R E E P L A N . d w g REV. SHEETCHECKEDDESIGNED DATEDRAWN SCALE JOB NO. PINNACLE FAMILY HOMES 5100 CONDON ST. SE. PRIOR LAKE, MN 55372 CO PM AS SHOWN 18916.01 3/06/2026 PRIOR LAKE MINNESOTA TREE PRESERVATION PLAN CAMPBELL SHORES 8.0 LOW FLOOR 3 FEET ABOVE HKWL 2 FEET ABOVE HWL LOW OPENINGS 3 FEET ABOVE HKWL 2 FEET ABOVE HWL 2 FEET ABOVE EMERGENCY OVERFLOWS SETBACKS: FRONT YARD AND SIDE STREET 25 FEET SIDE YARD 7.5 FEET REAR YARD 25 FEET (HOUSE, DECKS AND PORCHES) OHWL 150 FEET CO DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAFT 9 4 2 94 0 93 8 9 3 6 9 3 6 9 3 8 934 9 3 4 9 3 6 9 3 8 9 4 0 9 4 2 9 4 4 94 6 926 928 930 932 934 9 2 8 9 3 0 9 3 2 9 3 4 93 6 93 8 9 4 0 9 4 6 9 4 4 9 4 2 9 4 4 9 4 2 9 4 0 9 3 8 93 6 93 2 93 0 93 2 93 4 93 6 93 8 94 0 94 2 93 8 93 6 9 2 8 9 3 0 928 9 3 6 9 3 8 9 4 0 9 4 2 9 4 4 9 4 6 944 94 2 940 938 936 934 932 930 928 9 3 0 9 4 0 9 3 6 9 3 4 9 3 2 9 3 8 9 4 0 9 4 2 9 4 4 9 4 6 936 946 9 4 8 9 4 8 93 2 9 3 2 9 4 8 9 4 4 942 940 9 3 8 93 4 9 3 4 94 8 94 8 95 0 93 0 9 4 0 94 0 9 4 0 9 3 8 150 ' S E T B A C K L I N E 1 5 0 ' S E T B A C K L I N E ST R E E T A STREET B SP R I N G V I E W L A N E 6 8 9 10 8 7 9 3 4 5 6 3 2 1 19 18 17 16 15 4 5 6 7 8 9 10 11 12 13 14 4 4 93 4 93 0 93 2 93 0 93 4 93 2 934 932 930 930 932 934 934 932 930 928 93 6 9 3 8 944 942 942 9 4 2 9 3 2 93 0 93 4 93 4 9 3 4 93 6 9 4 0 938 934 936 936 938 936 94 4 93 4 9 2 6 9 3 0 9 3 4 9 3 8 93 8 9 3 4 928 940 94 0 938 94 0 HW L HW L HWL HW L HWL 303 306307 308 311 312313 314 319 318 317321 322 324 341 342 346 348 353 352355 356 357 358 359 361 362 363 364 367 369 370 371 373374 375 377 378 372376379 386 387 388 389 488490487 480 469 459 458 452 449451 443 438 437 421 400 489 512514 515 516 517 518 520 523 527 535 538 540 544 546 548 550 551 552 555 557 569 574 576577580 578 590591 598 600 596 595 594 593 592 605 606 607 608 614 617 620 624 625 626 635 634 328 329330 418 433 434 445 455 456 466 502 494 497 633 CO CO CO CO CO CO CO M a r 0 6 , 2 0 2 6 - G : \ P l a t s \ S c o t t C o u n t y \ C A M P B E L L S H O R E S \ P L A N S \ C A M P B E L L S H O R E S T R E E P L A N . d w g REV. SHEETCHECKEDDESIGNED DATEDRAWN SCALE JOB NO. PINNACLE FAMILY HOMES 5100 CONDON ST. SE. PRIOR LAKE, MN 55372 CO PM AS SHOWN 18916.01 03/06/2026 PRIOR LAKE MINNESOTA TREE PRESERVATION PLAN CAMPBELL SHORES 8.1 CO DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAFT 93 4 93 6 93 8 94 2 94 4 94 6 948 9 4 8 9 4 6 9 4 2 9 4 0 936 9 3 2 9 2 8 940 930 92 6 9 3 4 9 3 6 93 8 94 0 9 3 0 930 9 3 0 930 1 2 3 93 6 9 3 8 93 8 9 3 6 930932 934936 938 9 3 4 9 3 2 9 3 0 934 932 934 934 93 4 93 2 930 934 936 938 932932 93 4 92 6 9 2 8 93 2 93 4 9 3 8 9 2 6 9 3 0 94 6 94 2 94 4 9 3 6 9 3 8 932 934 936 944 944 932 928 93 2 934 HWL H W L HW L 617 620 624 625 626 629 637 638 640 635 634 643 652 657 662 663 666 669708 770 769 756755 745 744 743 762 760757 754 746 752 786 784 781 780 778 797 812 821 820819 823 824 815 814 818 817 807816 825 826828 829 831 832 830 835 836837 838 839 841 842 843 846 844 886 849 852 853 881 885 633 715716 717718 719 720721 722 723 727 725 726 724 728 734 735736 737 749750748747753 738 739 740 741 742 763 766 765 764 767 768 759 758 911 913 907908910 905 904 902 900895 897 899 890 854 855 856 857 858 878 877 859 860 862 861 864 865 872 874 871 868 870 869 863 811 810808804805 806 845 785 786 789 787794796 772 771 761 809 0 CO CO CO CO CO CO CO CO CO M a r 0 6 , 2 0 2 6 - G : \ P l a t s \ S c o t t C o u n t y \ C A M P B E L L S H O R E S \ P L A N S \ C A M P B E L L S H O R E S T R E E P L A N . d w g REV. SHEETCHECKEDDESIGNED DATEDRAWN SCALE JOB NO. PINNACLE FAMILY HOMES 5100 CONDON ST. SE. PRIOR LAKE, MN 55372 CO PM AS SHOWN 18916.01 03/06/2026 PRIOR LAKE MINNESOTA TREE PRESERVATION PLAN CAMPBELL SHORES 8.2 CO DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAFT 9 4 0 938 940 942 94 2 94 0 9 3 8 93 6 940 930 92 6 9 3 4 9 3 6 93 8 930 930 9 3 2 93 4 93 6 93 8 9 4 0 9 4 2 94 4 94 6 94 8 9 4 8 94 6 94 4 9 4 2 9 4 0 9 3 2 9 3 2 9 3 2 93 4 9 3 6 93 8 94 0 94 2 94 6 9 4 4 9 4 8 9 5 0 95 0 9 4 0 9 4 2 9 4 4 9 4 6 9 4 8 94 0 94 2 94 4 94 6 94 8 9 4 2 94 0 93 8 9 3 6 9 3 6 9 3 8 9 4 0 9 4 2 934 9 3 4 9 3 6 9 3 8 9 4 0 9 4 2 9 4 4 94 6 926 92 8 930 932 934 94 0 9 3 0 9 5 8 9 5 6 9 5 4 9 5 2 9 4 8 9 4 6 9 4 4 94 2 93 8 93 6 936 9 3 6 9 3 8 9 4 0 9 4 2 9 4 4 9 4 6 9 4 0 9 4 2 9 4 4 9 4 6 936 946 9 3 6 9 3 8 93 2 9 3 2 9 3 4 93 4 9 4 4 9 4 6 9 4 8 9 4 8 9 4 4 942 940 9 3 8 938 938 936 93 4 9 3 4 95 0 9 3 0 930 9 3 0 9 4 0 930 92 6 93 4 934 930 926 930 926 942 93 8 9 3 2 93 2 93 4 950 95 0 940 9 4 0 940 942 950 9 3 8 930 1 5 0 ' S E T B A C K L I N E 170TH STREET PROPOSED TURN LANE PROPOSED BITUMINOUS TRAIL PROPOSED BITUMINOUS TRAIL ST R E E T A STREET B SP R I N G V I E W L A N E 1 6 1 2 3 4 4 5 6 7 8 9 10 8 7 9 10 2 3 4 5 6 1 2 3 3 2 1 4 32 1 19 18 17 16 15 4 5 6 7 3 2 4 93 2 93 0 93 4 93 4 9 3 4 93 6 9 3 8 93 8 9 3 6 930932 934936 938 9 3 4 9 3 2 9 3 0 934 932 934 93 2 93 0 9 2 5 9 2 5 92 5 92 5 929 9 2 9 9 2 9 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 9 2 9 9 2 5 93 0 934 934 936 932 934 934 93 4 9 3 6 94 2 94 2 94 2 93 4 932 930 934 936 938 94 2 94 2 94 0 9 4 0 9 3 2 934 926 94 0 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 9 4 0 9 3 6 9 2 6 9 2 6 9 2 8 9 3 0 9 3 4 9 3 4 9 2 8 93 0 93 4 9 3 6 9 2 8 93 0 93 6 93 6 93 4 93 093 0 944 938 938 94 4 932932 93 4 92 6 92 8 9 3 2 93 4 9 3 8 9 2 6 9 3 0 9 3 4 9 3 8 9 3 6 940 94 2 9 4 2 94 2 94 6 938 94 4 94 4 9 4 2 9 4 4 93 8 9 3 6 HWL H W L HW L HW L HW L HWL HW L H W L HWL H W L HW L 303 69 63 62 574 576577580 578 590591 598 600 596 595 594 593 592 605 606 607 608 614 617 620 624 145 625 626 629 637 638 640 635 634 643 652 657 662 663 666 669 243 146 708 633 715 0 CO CO CO CO CO CO CO CO CO CO CO M a r 0 6 , 2 0 2 6 - G : \ P l a t s \ S c o t t C o u n t y \ C A M P B E L L S H O R E S \ P L A N S \ C A M P B E L L S H O R E S T R E E P L A N . d w g REV. SHEETCHECKEDDESIGNED DATEDRAWN SCALE JOB NO. PINNACLE FAMILY HOMES 5100 CONDON ST. SE. PRIOR LAKE, MN 55372 CO PM AS SHOWN 18916.01 03/06/2026 PRIOR LAKE MINNESOTA TREE PRESERVATION PLAN CAMPBELL SHORES 8.4 CO DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAFT M a r 0 6 , 2 0 2 6 - G : \ P l a t s \ S c o t t C o u n t y \ C A M P B E L L S H O R E S \ P L A N S \ C A M P B E L L S H O R E S T R E E P L A N . d w g REV. SHEETCHECKEDDESIGNED DATEDRAWN SCALE JOB NO. PINNACLE FAMILY HOMES 5100 CONDON ST. SE. PRIOR LAKE, MN 55372 CO PM AS SHOWN 18916.01 03/06/2026 PRIOR LAKE MINNESOTA TREE PRESERVATION PLAN CAMPBELL SHORES 8.5 CO DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAFT TIER 1 150 ' S E T B A C K L I N E 1 5 0 ' S E T B A C K L I N E G9 G2 G3 G4 G6 G7 G8 150' SETBACK LINE 170TH STREET MA R S H A L L R O A D WETLANDWETLAND WETLAND CAMPBELL LAKE OHWL:925.6 (NAVD 88) HIGHEST KNOWN WATER ELEVATION:926.12 (NAVD 88) G1 G10 OPEN SPACE WETLAND 320' 320' TIER 2 360' TIE R 3 ROW ROW OPEN SPACE A 122,343 SQ.FT., 2.81 AC. ROW OPEN SPACE B 159,081 SQ.FT., 3.65 AC. 31 10,399 SF ROW G5 90 . 0 65 . 0 75 . 0 7 5 . 0 75.0 75. 0 8 7 . 8 75 . 3 75 . 0 74 . 2 90 . 0 65.0 65.0 65.0 30 10,399 SF 33 9,914 SF 32 10,399 SF 34 9,202 SF 82 . 5 65 . 0 65 . 0 65 . 0 6 5 . 0 70. 0 70.0 65 . 0 65 . 0 65 . 0 65 . 0 65 . 0 13 33,182 SF 14 68,349 SF 18 11,759 SF 89.3 65.5 65 . 0 94 . 9 79 . 5 65 . 0 82 . 5 15 58,368 SF 16 41,908 SF 66.0 68.0 75 . 0 75 . 0 65 . 0 82 . 5 75 . 0 7 5 . 0 7 5 . 0 7 5 . 0 65 . 0 R =100.00 R = 3 0 0.0 0 26 9,742 SF 24 11,524 SF 22 37,489 SF 28 11,631 SF 27 10,550 SF 19 12,317 SF 62 9,629 SF 59 10,823 SF 60 11,731 SF 61 9,792 SF 46 18,154 SF 47 18,846 SF 25 9,174 SF 69.2 65.0 29 11,940 SF 83.8 70 . 0 70 . 0 68 . 0 68 . 9 7 6 . 6 7 1 . 3 84 . 5 65 . 0 65 . 0 83 . 0 23 39,022 SF 8 37,177 SF 9 32,098 SF 10 24,377 SF 11 20,023 SF 12 19,922 SF 6 20,121 SF 7 25,637 SF 4 11,018 SF 5 27,079 SF 2 10,164 SF 1 14,168 SF 53 12,296 SF 3 9,225 SF ROW 54 12,495 SF 55 10,047 SF 56 11,752 SF 57 10,474 SF 58 12,177 SF 51 24,377 SF 37 39,212 SF 42 19,907 SF 41 16,783 SF 40 17,267 SF 39 15,076 SF 38 26,925 SF 36 34,291 SF 35 16,145 SF 48 19,023 SF 49 17,910 SF 50 23,007 SF 52 25,133 SF ROW 45 12,626 SF 56RW 56RW 60RW 56 R W 56 R W 56 R W 60RW 56RW 56RW FIELD FIT PROPOSED BITUMINOUS TRAIL 65.1 65.0 65.0 OPEN SPACE D TRAIL 2,560 SQ.FT., 0.06 AC. 65 . 0 OPEN SPACE F TRAIL 4,090 SQ.FT., 0.09 AC. 21 30,097 SF 20 10,325 SF LOT 776 24,202 SF 43 17,785 SF 44 8,622 SF OPEN SPACE C CONSERVATION EASEMENT AND PONDING- 365,357 SQ.FT., 8.39 AC. OPEN SPACE E CONSERVATION EASEMENT AND PONDING- 175,826 SQ.FT., 4.04 AC. TOTAL AREA: 1,758,269 SQ.FT., 40.36 AC. TIER 1 ROW : 36,359 SQ.FT., 0.83 AC. TIER 3 ROW : 20,408 SQ.FT., 0.47 AC. TIER 2 ROW : 3,245 SQ.FT., 0.07 AC. TIER 3 : 383,189 SQ.FT., 8.80 AC. TIER 2 : 453,435 SQ.FT., 10.41 AC. TIER 1 : 812,068 SQ.FT., 18.64 AC. CONSERVATION EASEMENT 541,181 SQ.FT., 12.42 AC. TIER 3 WETLAND : 20,689 SQ.FT., 0.47 AC. TIER 1 WETLAND : 47,456 SQ.FT., 1.09 AC. TIER 2 WETLAND : 18,466 SQ.FT., 0.42 AC. M a r 0 9 , 2 0 2 6 - G : \ P l a t s \ S c o t t C o u n t y \ C A M P B E L L S H O R E S \ P L A N S \ T I E R E X H I B I T . d w g REV. SHEETCHECKEDDESIGNED DATEDRAWN SCALE JOB NO. PINNACLE FAMILY HOMES 5100 CONDON ST. SE. PRIOR LAKE, MN 55372 CO JPM AS SHOWN 18916.01 3/6/2026 PRIOR LAKE MINNESOTA TIER EXHIBIT CAMPBELL SHORES 1 LOW FLOOR 3 FEET ABOVE HKWL 2 FEET ABOVE HWL LOW OPENINGS 3 FEET ABOVE HKWL 2 FEET ABOVE HWL 2 FEET ABOVE EMERGENCY OVERFLOWS SETBACKS: FRONT YARD AND SIDE STREET 25 FEET SIDE YARD 7.5 FEET REAR YARD 25 FEET (HOUSE, DECKS AND PORCHES) OHWL 150 FEET DENOTES PROPOSED CONSERVATION EASEMENT TIER 1 150 ' S E T B A C K L I N E 1 5 0 ' S E T B A C K L I N E G9 G2 G3 G4 G6 G7 G8 150' SETBACK LINE 170TH STREET MA R S H A L L R O A D WETLANDWETLAND WETLAND CAMPBELL LAKE OHWL:925.6 (NAVD 88) HIGHEST KNOWN WATER ELEVATION:926.12 (NAVD 88) G1 G10 OPEN SPACE WETLAND 320' 320' TIER 2 360' TIE R 3 ROW ROW OPEN SPACE A 122,343 SQ.FT., 2.81 AC. ROW OPEN SPACE B 159,081 SQ.FT., 3.65 AC. 31 10,399 SF ROW G5 90 . 0 65 . 0 75 . 0 7 5 . 0 75.0 75. 0 8 7 . 8 75 . 3 75 . 0 74 . 2 90 . 0 65.0 65.0 65.0 30 10,399 SF 33 9,914 SF 32 10,399 SF 34 9,202 SF 82 . 5 65 . 0 65 . 0 65 . 0 6 5 . 0 70. 0 70.0 65 . 0 65 . 0 65 . 0 65 . 0 65 . 0 13 33,182 SF 14 68,349 SF 18 11,759 SF 89.3 65.5 65 . 0 94 . 9 79 . 5 65 . 0 82 . 5 15 58,368 SF 16 41,908 SF 66.0 68.0 75 . 0 75 . 0 65 . 0 82 . 5 75 . 0 7 5 . 0 7 5 . 0 7 5 . 0 65 . 0 R =100.00 R = 3 0 0.0 0 26 9,742 SF 24 11,524 SF 22 37,489 SF 28 11,631 SF 27 10,550 SF 19 12,317 SF 62 9,629 SF 59 10,823 SF 60 11,731 SF 61 9,792 SF 46 18,154 SF 47 18,846 SF 25 9,174 SF 69.2 65.0 29 11,940 SF 83.8 70 . 0 70 . 0 68 . 0 68 . 9 7 6 . 6 7 1 . 3 84 . 5 65 . 0 65 . 0 83 . 0 23 39,022 SF 8 37,177 SF 9 32,098 SF 10 24,377 SF 11 20,023 SF 12 19,922 SF 6 20,121 SF 7 25,637 SF 4 11,018 SF 5 27,079 SF 2 10,164 SF 1 14,168 SF 53 12,296 SF 3 9,225 SF ROW 54 12,495 SF 55 10,047 SF 56 11,752 SF 57 10,474 SF 58 12,177 SF 51 24,377 SF 37 39,212 SF 42 19,907 SF 41 16,783 SF 40 17,267 SF 39 15,076 SF 38 26,925 SF 36 34,291 SF 35 16,145 SF 48 19,023 SF 49 17,910 SF 50 23,007 SF 52 25,133 SF ROW 45 12,626 SF 56RW 56RW 60RW 56 R W 56 R W 56 R W 60RW 56RW 56RW FIELD FIT PROPOSED BITUMINOUS TRAIL 65.1 65.0 65.0 OPEN SPACE D TRAIL 2,560 SQ.FT., 0.06 AC. 65 . 0 OPEN SPACE F TRAIL 4,090 SQ.FT., 0.09 AC. 21 30,097 SF 20 10,325 SF LOT 776 24,202 SF 43 17,785 SF 44 8,622 SF OPEN SPACE C CONSERVATION EASEMENT AND PONDING- 365,357 SQ.FT., 8.39 AC. OPEN SPACE E CONSERVATION EASEMENT AND PONDING- 175,826 SQ.FT., 4.04 AC. TOTAL AREA: 1,758,269 SQ.FT., 40.36 AC. TIER 1 ROW : 36,359 SQ.FT., 0.83 AC. TIER 3 ROW : 20,408 SQ.FT., 0.47 AC. TIER 2 ROW : 3,245 SQ.FT., 0.07 AC. TIER 3 : 383,189 SQ.FT., 8.80 AC. TIER 2 : 453,435 SQ.FT., 10.41 AC. TIER 1 : 812,068 SQ.FT., 18.64 AC. CONSERVATION EASEMENT 541,181 SQ.FT., 12.42 AC. TIER 3 WETLAND : 20,689 SQ.FT., 0.47 AC. TIER 1 WETLAND : 47,456 SQ.FT., 1.09 AC. TIER 2 WETLAND : 18,466 SQ.FT., 0.42 AC. M a r 0 9 , 2 0 2 6 - G : \ P l a t s \ S c o t t C o u n t y \ C A M P B E L L S H O R E S \ P L A N S \ T I E R E X H I B I T . d w g REV. SHEETCHECKEDDESIGNED DATEDRAWN SCALE JOB NO. PINNACLE FAMILY HOMES 5100 CONDON ST. SE. PRIOR LAKE, MN 55372 CO JPM AS SHOWN 18916.01 3/6/2026 PRIOR LAKE MINNESOTA TIER EXHIBIT CAMPBELL SHORES 1 LOW FLOOR 3 FEET ABOVE HKWL 2 FEET ABOVE HWL LOW OPENINGS 3 FEET ABOVE HKWL 2 FEET ABOVE HWL 2 FEET ABOVE EMERGENCY OVERFLOWS SETBACKS: FRONT YARD AND SIDE STREET 25 FEET SIDE YARD 7.5 FEET REAR YARD 25 FEET (HOUSE, DECKS AND PORCHES) OHWL 150 FEET DENOTES PROPOSED CONSERVATION EASEMENT [Phone] 952-447-9800 | [Fax] 952-447-4245 | cityofpriorlake.com 4646 Dakota Street SE Prior Lake, MN 55372 Memorandum To: Nick Monserud, City Engineer Stephanie Thulien, Project Engineer From: Kris Keller, Project Engineer Laura Rescorla, Project Manager Date: April 10, 2026 Re: Campbell Shores – Preliminary Plat We have reviewed the preliminary plat documents submitted for the Campbell Shores development west of Marshall Road and north of 170th Street East as prepared by Probe Engineering. The following documents were reviewed: • Civil Plan Set – Campbell Shores Civil Set Preliminary.pdf dated March 6, 2026 • Stormwater Management Plan - Campbell Shores Stormwater Management Report_Preliminary.pdf dated March 2, 2026 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. An NPDES permit is required for this site as it exceeds 1 acre of disturbance. 3. Additional comments may be generated by PLSLWD’s review of the revised plans 4. Additional redline comments are provided in the accompanying plan set. Provide a response to all comments in this memo and the redlined plan set. 5. Plans shall be signed by an engineer licensed in the State of Minnesota. Plat 1. Provide drainage and utility easements for all public utilities running across private property. a. The width of the easement should be at least two times the greatest depth of the utility with a minimum of 20' centered on the utility 2. Provide drainage and utility easements for all drainage swales that convey water from one lot across another a. The width of the easement should be a minimum of 10’ with at least 5' on either side of the center of the swale Streets/Trails 1. The proposed improvements along County roads will need to be coordinated with Scott County. 2. A sight line analysis should be completed for all intersections. 3. The final plans should include a signing and pavement marking plan, including at a minimum: size and locations of stop signs, street signs and pedestrian crossing signs, and size type and location of street lane markings and pedestrian crossing striping. 4. Street Profiles a. Vertical curves need to meet the minimum required K value (30 for crest curves, 36 for sag curves) for 30 mph. b. Minimum 1% for centerline road grade 5. Provide horizontal curve/alignment information for all roads. a. Curves must meet a 30 MPH design speed and shall have a minimum 250’ centerline radius 6. Local streets require; a. 60' ROW width b. 32' F-F c. 15’ radii local to local intersections 7. Collector streets require; a. 20’ radii collector to local intersections b. Trail on one side; Sidewalk on the other Stormwater Management 1. Volume Control a. Filtration basins receive 65% water quality volume credit and wet ponds receive a 50% water quality volume credit. Apply these credits to the proposed BMPs. Note that: i. The treatment volume for wet ponds is the volume below the NWL. ii. Credit given is based on the impervious area draining to the pond. iii. Stage storage tables are required to verify the filtration volumes provided. b. Not all the proposed impervious surface drains to a proposed BMP (subcatchments 7S, 9AS, 9S and 5S). The WQV required for impervious area draining to the BMPs is 0.92 ac- ft, compared to the total WQV required of 1.13 ac-ft. Considering the WQV credits, adequate WQV is provided for the impervious draining to the BMPs, however, treatment should be provided for all proposed impervious area. Filtration Basin SW Filtration Basin N Wet Pond Total Project Area Impervious Area to Basin (ac) 1.62 2.40 7.00 11.02 WQV Required for Impervious Area (ac-ft) 0.14 0.20 0.58 0.92 WQV Credit (%) 65 65 50 --- WQV Required with Credit (ac-ft) 0.21 0.31 1.17 1.68 WQV Provided Below Outlet (ac-ft) 0.705 0.998 6.376 8.08 2. Freeboard a. The low floor elevations need to be raised 2’ above the overland EOF routes. Numerous houses do not meet this requirement including Block 2 Lots 1, 2, 7, 8, 9, 10, 15, 16 and Block 4 Lots 1, 14, 15 b. Update LO elevation for Block 2 Lot 16. 3. Basin Design a. Outlet Control Structures are required for the filtration basins. The draintile outlet should tie into the OCS rather than discharging separately. 4. Hydrologic and Hydraulic Analysis a. Include the proposed roundabout drainage area in existing conditions. b. Label the existing contours on the drainage area map. c. For the filtration basins, exfiltration should be included in the HydroCAD model and routed to the draintile outlet. d. A portion of the site and a portion of the roundabout project improvements are not included in any proposed drainage area (area between 11S and 12S). Grading Plan 1. The slopes in Block 2, lots 8 and 9 appear to be steeper than 4:1. Confirm slopes in this location and update if necessary. 2. It appears that the grading, drainage, and storm sewer configuration in the southeast corner of the site should be reconsidered. 3. The City’s maximum allowable drainage swale length is 300 ft. There are two swales onsite that exceed that limit; one swale located along Marchall Rd and another swale located in block 5. 4. Provide filtration basin and wet pond details that have all relevant elevations labeled (bottom of basin, filtration media elevation, draintile elevation, EOF, etc) 5. Existing and proposed impervious quantities are included in the SWPPP. The existing impervious is not consistent with SWMP, confirm existing impervious quantity. 6. Include wetland buffers and wetland signs consistent with City standards. 7. Show construction limits and do not disturb areas on grading plan. 8. Show maintenance access routes for all stormwater basins. Utilities 1. Storm Sewer a. Include the OCS diameter on the provided detail. The minimum diameter for an OCS with a weir wall is 66”, the current OCS is 60” based on the HydroCAD model. Verify the top of weir wall and lower side of the grate elevations; as currently shown the structure is not constructible. b. Include FES locations in storm sewer sizing spreadsheet to check velocities going into the ponds. It is recommended that velocities do not exceed 6 fps at basin inlets. c. Include marking signs for storm sewer structures outside of roadway areas. d. Include pipe sizes on outlet control structure detail. Commented [LR1]: Note to Michelle: Stephanie mentioned this as a requirement in the meeting. e. The pipe from FES 402 to CBMH 401 is not within an easement. f. Include MnDOT riprap standard detail. g. Note the FES material, it must but RCP. h. Provide grate type for storm sewer structures. The City prefers R-3067. 2. Sanitary Sewer a. Along Marschall Road, Lower sanitary main to allow for adequate cover (8') below the lowest point of the sanitary alignment (Assume a 930 ground elevation at the northeast corner of the wetland adjacent to Marschall Road (CR 17) i. See following inserted areawide plan b. Transition utilities along Marschall Road into the right of way at the northern border in case future right of way /easement is not available c. Provide 10 gauge tracer wires for the sanitary sewer services for locating purposes. The tracer wire should connect to a tracer wire access box at the easement (see Plate #401). 3. Watermain a. Show hydrant tees in profile i. Adjust watermain and/or hydrant locations such that hydrants are located at all system high points b. All water service pipe to be CTS HDPE SDR 9 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. Include SWPPP designer/inspector with future submittals. 2. Include standard details for erosion and sediment control practices. 3. Include soil types and location of potential pollutant generating activities on the SWPPP. 4. Show areas that will not be disturbed and any relevant buffer zones. Show phasing on the erosion and sediment control plan. 5. Temporary sediment basins are required due to the proximity of an impaired water. Show temporary sediment basin(s) on erosion and sediment control plan. 6. Include waste control and pollution prevention measures. 7. Show concrete washout location on plans. 8. Show soil stockpile areas on plans. 9. Include City specific street sweeping note: All adjacent streets will be swept daily, or as directed by the City, to remove all accumulated materials. Failure to perform any street sweeping within six hours of notice by the City will result in the work being performed by the City and all associated costs billed. The City also requires removal of accumulated materials on streets during the winter. 10. Include TMDL and specific impairments for Spring Lake. 11. When biofiltration system is excavated to within 3’ of final grade, rigorous erosion prevention and sediment control must be established and the area must be staked and marked to prevent heavy construction vehicles or equipment from compacting soil within the filtration area. Wetland 1. The wet meadow and shallow marsh areas of Wetland 2 should be delineated and a replacement plan application submitted for review by the WCA Technical Evaluation Panel (TEP). PLSLWD 1. Additional comments may be generated by PLSLWD’s review of the plans 4646 Dakota Street SE Prior Lake, MN 55372 CITY OF PRIOR LAKE ORDINANCE NO. 126-XX AN ORDINANCE AMENDING SECTION 10-162 OF PRIOR LAKE CITY CODE AND THE OFFICIAL ZONING MAP FOR THE CITY OF PRIOR LAKE The City Council of the City of Prior Lake, Minnesota, ordains: Section 1. The Prior Lake Zoning Map, referred to in Prior Lake City Code Section 10-162, is hereby amended to designate the following legally described property as Campbell Shores Planned Unit Development (PUD) rezoning the property to R-1, Low Density Residential with a Planned Unit Development (PUD) Overlay District. LEGAL DESCRIPTION: See Exhibit A. Section 2. The Campbell Shores Planned Unit Development includes the following elements: a. The PUD is a single-family development consisting of 62 lots for single family homes. b. The elements of the plan will be as shown on the plans dated March 3, 2026, except for modifications approved as part of the final PUD plan. Section 3. The City Council hereby adopts the following findings: a. Provides a flexible approach to development which is in harmony with the purpose and intent of the City's Comprehensive Plan and Zoning Ordinance. The proposed PUD is consistent with the Comprehensive Land Use Plan designations on the entire site. The PUD approach allows the location of the housing units in ways that preserve and enhance natural features of the site. b. More creative, efficient and effective use of land, open space and public facilities through mixing of land uses. The proposed PUD plan clusters the residential areas so as to minimize wetland impacts. c. Create a sense of place and provide more interaction among people; The plan incorporates a sidewalk connection to the existing City sidewalk network and regional trail system. A lakeside trail will buffer the protected area from private use and act as the beginning of a lake wide trail network. d. Increase transportation options, such as walking, biking or bussing; The plan proposes local streets through the area and a pedestrian sidewalk. e. Provide opportunities for life cycle housing to all ages. This PUD provides 62 detached single-family residential homes. f. Provide more efficient and effective use of streets, utilities, and public facilities that support high quality land use development at a lesser cost. The plan connects Marschall Road with pedestrian access via an extension sidewalk and underpass along the north side of 170th Street East. Additional trail extensions include a path along Campbell Lake. g. Enhanced incorporation of recreational, public and open space components in the development which may be made more useable and be more suitably located than would otherwise be provided under conventional development procedures. The PUD district also encourages the developer to convey property to the public, over and above required dedications, by allowing a portion of the density to be transferred to other parts of the site. The PUD preserves a greater amount of open space and wetland areas. h. Preserves and enhances desirable site characteristics and open space, and protection of sensitive environmental features including, but not limited to, steep slopes, wetlands, and trees. Where applicable, the PUD should also encourage historic preservation, re-use and redevelopment of existing buildings. The plan includes the dedication of easements and public outlots around the wetland areas to protect these sensitive natural features. i. High quality of design compatible with surrounding land uses, including both existing and planned. The proposed design is compatible with the surrounding low density residential land uses. Section 4. Final plans for Campbell Shores Planned Unit Development are subject to the following conditions: a. The developer shall revise the plans according to the March 27, 2026, City Engineering & Public Works and Community Development Department Memorandum. b. The developer shall obtain a grading permit from the City Engineering Department prior to any grading or tree removal on the site. c. The Developer shall obtain the required permits from other state or local agencies applicable to the site. Section 5. Summary approved. The City Council hereby determines that the text of the summary marked "Official Summary of Ordinance No. 126-___” a copy of which is attached hereto Page 2 of 5 clearly informs the public of the intent and effect of the ordinance. The City Council further determines that publication of the title and such summary will clearly inform the public of the intent and effect of the ordinance. This ordinance becomes effective from and after its passage and publication. th Passed by the City Council of the City of Prior Lake this 9 day of June 2026. ATTEST: _________________________ __________________________ Jason Wedel, City Manager Kirt Briggs, Mayor th A summary of this ordinance was published on the Prior Lake Website on the 9 day of June 2026. Page 3 of 5 Exhibit A Page 4 of 5 Official Summary of Ordinance 126-___ AN ORDINANCE AMENDING SUBSECTION 10-162, OFFICIAL ZONING MAP, OF THE PRIOR LAKE ZONING ORDINANCE RELATING TO CAMPBELL SHORES PRELIMINARY PLANNED UNIT DEVELOPMENT (PUD) PLAN The following is only a summary of Ordinance No. 126-____. The full text will be available for public inspection after June 9, 2026 by any person during regular office hours at City Hall or in the Document Center on the City of Prior Lake Website. SUMMARY: The Ordinance amends the Official Zoning Map for the City of Prior Lake by amending the Zoning Use District from R-1 (Low Density Residential) to R-1 (Low Density Residential) with a PUD overlay for the following parcel identification number (PID): PID 259050250 See Exhibit A for Legal Description Page 5 of 5 4646 Dakota Street SE Prior Lake, MN 55372 RESOLUTION 26-___ A RESOLUTION APPROVING A PRELIMINARY PLAT TO BE KNOWN AS CAMPBELL SHORES Motion By: Second By: WHEREAS, the Prior Lake Planning Commission conducted a public hearing on May 18, 2026, to consider a request from Pinnacle Family Homes LLC (the “Developer”), on behalf of property owner, Hafers Holdings LLC, to approve a Preliminary Plat for the following property: See attached Exhibit A; and WHEREAS, Notice of the public hearing on said Preliminary Plat was duly published and mailed in accordance with the applicable Prior Lake Ordinances; and WHEREAS, the Planning Commission heard all persons interested in the Preliminary Plat at the public hearing, and the Planning Commission recommended City Council approval of the preliminary plat for Campbell Shores on a 5-0 vote subject to certain conditions; and WHEREAS, the City Council finds that the proposed Preliminary Plat for Campbell Shores meets the requirements of Subsections 9-32 and 9-66 (Preliminary Plat) of the Prior Lake Zoning Ordinance. 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 Preliminary Plat for Campbell Shores subject to the following conditions: a. The developer shall revise the plans according to the March 23, 2026, City Engineering & Public Works and Community Development Department Memorandum b. The developer shall obtain a grading permit from the City Engineering Department prior to any grading or tree removal on the site. c. The Developer shall obtain any required permits from other state or local agencies applicable to the site. 3. The applicant shall submit an application for Final Plat within twelve (12) months after approval of this Preliminary Plat. 1 th Passed and adopted by the Prior Lake City Council this 9 day of June, 2026. VOTE Briggs Braid Churchill Lake Hellier Aye ☐ ☐ ☐ ☐ ☐ Nay ☐ ☐ ☐ ☐ ☐ Abstain ☐ ☐ ☐ ☐ ☐ Absent ☐ ☐ ☐ ☐ ☐ ______________________________ Jason Wedel, City Manager 2 Exhibit A 3 Page 1 CAMPBELL SHORES PRIOR LAKE, MN Preliminary Plat & Planned Unit Development (PUD) Narrative Project Background Pinnacle Family Homes is requesting approval of a preliminary plat and preliminary planned unit development for a 62-lot single-family residential development to be known as Campbell Shores. The property is zoned R-1 Low Density Residential and will be part of a planned unit development (PUD) that will allow for a reduction in lot size, width and setbacks. The property is currently guided Urban Low Density Residential on the future land use map. Per the Metropolitan Council the requirement is to achieve a minimum 2.5 units per net acre in order to satisfy their requirements and therefore the need for the PUD. The proposed density will slightly exceed 2.5 units per acre after the PUD deviations are put in place, which would satisfy the Metropolitan Council. The site itself is 40.36 gross acres in size and located in the northwest corner of the intersection of 170th Street E (Future County Road 12) and Marschall Road (County Road 17) and directly north of the Springview Meadows development. This development is proposed to be a one phase project. The majority of the site is agricultural land but there is a some wooded aeras around the edge of the property adjacent to Campbell Lake and around the building site. There are a few wetlands on the site as well. This property is also in the shoreland overlay area for Campbell Lake so shoreland ordinance rules apply. This includes tiering the lot densities and since a PUD is being proposed, preserving 50% of the property as open space. The 50% open space is being met by a combination of outlots and conservation easements. There are four outlots that will be deeded to the city of Prior Lake for open space and park land dedication. Two of the outlots will be trail corridors. The conservation easements will cover the rear of the lots that back up to Campbell Lake. This is a total of 19 lots. The lots are proposed to be a minimum 65 feet wide with blocks of lots shown at 70 or 75 feet wide and some scattered lots larger than that. The lots range in size from 68,349 square feet to 9,174 square feet. Setbacks are proposed to be as follows: Front Yard Setback: 25 feet Rear Yard Setback: 25 feet Side Yard Setback: 7.5 feet (10 feet required) Corner Yard Setback: 25 feet Deviations requested through the PUD include the side yard setback, minimum lot size, and minimum lot width. Page 2 Future Roundabout County Road 17 and 12 Intersection As part of this development, we have been in contact with Scott County in regards to a future roundabout that will be constructed at the intersection of County Road 17 (Marschall Road) and County Road 12 (170th Street E) in the year 2027. We have designed the development to incorporate the future trail underpass under County Road 17, stormwater ponding for the roundabout and right of needs. As part of the shared stormwater ponding for the development and future roundabout, there is some wetland impact involved. Separate permitting for this will be needed as part of the overall approval process. In addition to this, the Scott County Watershed Management Organization will also be reviewing and approving the development. By working with Scott County on the roundabout, it should help streamline their design process. Homes The homes are proposed to be custom homes and will range in price from $750,000 to a $1,000,000+. Pinnacle Family Homes will be the builder in this project and it is expected one or two other local custom home builders may purchase lots as well. All homes are designed as full basement homes with a variety of walkout, lookout and flat lots with the houses themselves being one or two-story homes. It is expected that covenants will be recorded against the lots setting specific architectural guidelines for minimum square footage and building materials. It has not yet been determined if a homeowner’s association will be put in place yet or not. Development Team Developer/Builder Pinnacle Family Home 16154 Main Avenue SE Prior Lake, MN 55372 Contact: Rod Just – rod@pinnaclefamilyhomes.com Contact: John Anderson – johnbranderson@aol.com Civil Engineer Probe Engineering 1000 East 146th Street Burnsville, MN 55337 Contact: Chris Ockwig – chriso@probeengineering.com Soil Sciences Haugo Geotechnical Services 2825 Cedar Avenue S Minneapolis, MN 55407 Contact: Paul Haugo – phaugo@haugogts.com Page 3 Wetland Delineation & Tree Inventory Moore Engineering, Inc. 2 Carlson Parkway, Suite 110 Plymouth, MN 55447 Contact: Lucas Mueller – lucas.mueller@mooreengineeringinc.com ¯ 1471225 28 29 42 43 64 13 9 14 9 15 0 15 1 19 1 21 6 22 9 23 4 24 7 24 8 24 9 25 1 25 2 25 3 25 4 25 5 25 7 26 0 26 2 27 2 27 6 28 2 28 3 28 8 29 0 29 4 29 8 30 1 30 2 30 3 30 4 30 9 31 0 31 8 32 0 33 1 33 2 33 6 33 8 34 4 35 1 38 8 39 4 41 1 42 6 44 0 46 0 49 0 49 2 50 0 50 1 50 5 51 0 51 2 52 6 53 3 53 6 54 5 54 9 55 8 56 2 57 4 57 7 57 8 57 9 59 4 59 5 59 7 59 8 61 3 62 2 62 7 62 8 63 0 63 5 63 7 64 1 64 5 65 4 66 8 67 0 67 1 0 67 6 70 9 71 1 71 5 71 7 72 2 72 9 73 2 76 8 77 1 79 1 80 3 82 3 83 1 83 5 86 9 87 5 87 9 89 3 89 4 91 0 91 1 91 2 91 4 Ma x a r , M i c r o s o f t T R E E I N V E N T O R Y S I T E : 1 3 9 0 1 7 0 T H S T C L I E N T : P I N N A C L E H O M E S D A T E : 1 0 / 1 3 / 2 0 2 5