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7.4 SR 08-19-2024The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity Request for Action To City Council Item Number 7.4 Meeting Date August 19, 2024 Prepared By Zack Carlton, Community Development Director Item Description Preliminary Plat and Ordinance 24-19 Amendment: Bradford Park South Development, PID 75-00136- 1300 - Lennar Homes Reviewed by Zack Carlton Cal Portner Tina Allard Action Requested Approve, by motion, the Preliminary Plat of Bradford Park Development South, with the following conditions: 1. Council approval of an ordinance amendment expanding the PUD district for Bradford Park. 2. All access to County Road 40 must meet Sherburne County’s access management guidelines. 3. Streets and access must comply with MN State Fire Code Chapter 5 and Appendix D. 4. Staff approval of all site, utility, engineering, and landscaping plans. 5. Submit an updated phasing plan outlining the anticipated subdivision additions. 6. Hydrants must be spaced to ensure all portions of a residence are within 250 feet of a hydrant. 7. All watermains shall be looped. Dead-end watermains are not permitted. 8. State and local approval of all wetland permits related to the wetland impacts. 9. Construct trails and trail connections as recommended by the Parks and Recreation Commission. 10. Mailboxes shall be clustered. 11. Driveways shall be limited to 20 feet wide at the property line or the entire distance between the curb & sidewalk. 12. All buildable lots shall include a drainage and utility easement for areas within the 45-foot wetland setback or within 45 feet of the OHW for stormwater ponds. 13. Grading for trails along the pond shall be designed to minimize impacts to existing grades and vegetation. 14. At least one mid-block connection along Road H must be added to improve connectivity to the trail around the pond. 15. Landscape plans shall identify an overstory tree in the front yard of every parcel and no more than four of the same tree species shall be on adjacent lots. 16. A sign noting “future through street” shall be posted at all temporary dead-end streets. 17. The developer shall construct a trail behind the homes along the west side of the cul-de-sac for Road H. The trail shall extend from 185th Ave north and connect with the trail shown on the west side of Cleveland. 18. The required trail connection shall provide credit toward the park dedication requirements for the subdivision. The land dedication and per-unit fee will be calculated with the future final plat. Page 127 of 327 Adopt, by motion, Ordinance 24-19 amending Sec. 30-1600 to include the additional land included in the Bradford Park PUD. Background/Discussion The applicant, US Home LLC, (Lennar) has submitted a proposal to expand the Bradford Park Development across the pond to Cleveland Street (CR 40). Previous approvals included 314 single-family homes and focused on the area west of the pond. The new proposal would develop the remainder of the land near the pond and CR 40 and includes 119 single-family lots, bringing the total lot count of Bradford Park to 433 single- family homes. The current proposal differs from the previous project in that it no longer includes townhomes or private streets. All lots within the subdivision are now detached single-family units with lots between 55 and 65 feet wide. Parks and Recreation The Parks and Recreation Commission reviewed the Bradford Park South plat on Wednesday, August 14. The Commission recognized, per city ordinance, that Phase 1 required 26.56 acres of land dedication. Phase 1 dedicates 27.37 acres, a difference of 0.8056. Phase 2 (Bradford South) requires 10.067 acres of land or a cash dedication of $364,821.87. The additional Phase 1 excess dedication of 0.8056 acres is applied to the Phase 2 (South) park dedication requirements. The Commission recommended the developer construct a trail behind the homes along the west side of the cul-de-sac for Road H. The trail would extend from 185th Ave north and connect with the trail shown on the west side of Cleveland. This trail connection would provide credit towards the land dedication requirements for the subdivision, estimated at 2.5 acres or roughly $90,598 for a total of 3.3056 acres with an equivalent cash value of $119,792. The final land dedication and per-unit fee will be calculated based on the plans submitted with the final plat of this area. The park and trail locations are shown on the attached exhibit. Planning Commission The Planning Commission held a public hearing regarding this application on July 23, 2024. No one spoke for or against the application. After the meeting, the resident at 18434 Cleveland St NW contacted staff with questions. Staff met with the resident and reviewed the submitted plans. He did not have any concerns with the current application and appreciated the transition away from the townhomes that previous plans had shown along his property line. The Planning Commission discussed the smaller lots (55 feet wide) and their distribution within the plat. They supported the smaller lots and noted that our surrounding communities have continued to move towards narrower single-family lots. The Commission supports the removal of the townhomes, noting the benefit to the neighboring property owner, and believes the narrower lots address the affordability guidance from the Comprehensive Plan. The Commission unanimously recommended approval of the Preliminary Plat and the ordinance amendment with the conditions noted in the memo. Financial Impact None Mission/Policy/Goal Meet changing needs - agile Opportunity to live, work, and play Support the growth and development of the community Page 128 of 327 Attachments 1. Planning Commission Packet dated July 23, 2024 2. Park and Trail Exhibit 3. PUD Ordinance 4. Presentation Page 129 of 327 The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity Request for Action To Planning Commission Item Number 4.3 Meeting Date July 23, 2024 Prepared By Zack Carlton, Community Development Director Item Description Preliminary Plat and Ordinance Amendment: Bradford Park South Development - Lennar Homes Reviewed by Chris Leeseberg Action Requested Recommend, by motion, approval of the Preliminary Plat of Bradford Park Development South, with the following conditions: 1. Council approval of an ordinance amendment expanding the PUD district for Bradford Park. 2. All access with County Road 40 shall meet Sherburne County’s access management guidelines. 3. Streets and access must comply with MN State Fire Code Chapter 5 and Appendix D. 4. Staff approval of all site, utility, engineering, and landscaping plans. 5. Submit an updated phasing plan outlining the anticipated subdivision additions. 6. Hydrants must be spaced to ensure all portions of a residence are within 250 feet of a hydrant. 7. All watermains shall be looped. Dead-end watermains are not permitted. 8. State and local approval of all wetland permits related to the wetland impacts. 9. Construct trails and trail connections as recommended by the Parks and Recreation Commission. 10. Mailboxes shall be clustered. 11. Driveways shall be limited to 20 feet wide at the property line or the entire distance between curb & sidewalk. 12. All buildable lots shall include a drainage and utility easement for areas within the 45-foot wetland setback or within 45 feet of the OHW for stormwater ponds. 13. Grading for trails along the pond shall be designed to minimize impacts to existing grades and vegetation. 14. At least one mid-block connection along Road H must be added to improve connectivity to the trail around the pond. 15. Landscape plans shall identify an overstory tree in the front yard of every parcel and no more than four of the same tree species shall be on adjacent lots. 16. A sign noting “future through street” shall be posted at all temporary dead-end streets. Recommend, by motion, approval of an ordinance amending Sec. 30-1600 to include the additional land included in the Bradford Park PUD. Page 130 of 327 Background/Discussion The applicant, US Home LLC, (Lennar) has submitted a proposal to expand the Bradford Park Development across the pond and to Cleveland Street (CR 40). Previous approvals included 314 single-family homes and focused on the area west of the pond. The new proposal would develop the entire area and include 119 additional lots, bringing the total lot count of Bradford Park to 433 single-family homes. The current proposal differs from the previous project in that it no longer includes townhomes or private streets. All of the lots are now detached single-family units with lots between 55 and 65 feet wide. Comprehensive Plan The Comprehensive Plan guides the project area for Mixed-Residential Neighborhood Uses. This designation consists of neighborhoods with multiple housing types, including detached single-family homes, townhomes, villas (patio homes) etc. The current proposal consists of two different detached single-family lot sizes and no longer includes townhomes. This is a departure from the Comprehensive Plan which contemplates a range of housing types with the intent of improving affordability. The Planning Commission should consider whether the current proposal meets the intent of the Comprehensive Plan. Additional density and housing types could be required, as is noted in the approved plans. Streets and Trails The current project connects to previous approvals via the pond crossing that is 185th Ave. This crossing was included in the original approval and the location does not change. There is one additional street connection to Cleveland St, which will need to be modified to meet Sherburne County’s access spacing guidelines. The county recommends this access be converted to a ¾ access, limiting left-turn out movements. As the proposed city streets comply with city standards, parking will be permitted on both sides of the street. Previous documents, along with the EAW, included a parking analysis demonstrating sufficient on-street parking, beyond what is provided on the driveways. All proposed city streets include a sidewalk along at least one side of the street. The development’s feature trail around the pond is shown as part of this phase. This trail includes connections to city sidewalks and the planned city park. Staff recommend adding at least one mid-block connection from Road H to the trail around the pond. The only access shown on the existing plan is from the pond crossing at 185th Ave. Parcel Design and Layout The lot widths of 55 feet and 65 feet are both below the city standard of an 80-foot-wide single-family lot, but are consistent with what was approved in the first phase of Bradford Park. The city has approved a number of other projects with 65-foot lots, Miske Meadows and Twin Lakes Estates as nearby examples, but the first phase of Bradford Park is the only subdivision with single-family lots at 55-feet wide. Concerns with smaller lots noted during previous discussions include parking and distance between structures. The parking analysis provided by the applicant shows ample street parking and the PUD ordinance for Bradford Park limits driveways to 20-feet wide in an effort to maintain street parking. Proposed setbacks are as follows: Front Yard 25 feet (30 feet is the R-1c standard) Corner lots reduced to 20 feet on non-address street Side Yard 7.5 feet (5 and 10 feet are standard) Rear Yard 20 feet (20 feet is the standard) To avoid multiple similar homes being constructed near one another, the PUD includes and internal monotony code to improve visual diversity along the streets. Page 131 of 327 Engineering and Utilities The engineering plans continue to be reviewed for consistency with city standards, and for concerns related to future public ownership of public improvements. Concerns will be discussed with the developer. The subdivision is located within the urban service area and all parcels will be served by city sewer and water. In addition to sewer and water, stormwater infrastructure includes a network of stormwater basins and pipes to ensure the project complies with state and local requirements. Upon acceptance of the public improvements, staff will also require the outlots with completed stormwater features to be deeded to the city. Landscaping The provided landscape plan includes a variety of overstory, evergreen and ornamental trees planted throughout the development. Ordinance requires two trees per residential lot, one of which must be an overstory (shade) tree. Staff recommend improving the variation of the trees planted along the city street to minimize future disease/insect concerns. Plans should be updated to show that no more than 4 of the same species will be planted along abutting lots or across the street. Similar to the internal monotony code applied to home designs and facades. Applicable Regulations Preliminary Plat City ordinance section 30-375 outlines the required findings for approval of a Preliminary Plat. 1. The proposed subdivision is consistent with the zoning regulations (article VI of this chapter) and conforms in all respects with all requirements of this Code, including the zoning regulations and this article. Previous discussions and approvals regarding Bradford Park included a rezoning of the current project area to Planned Unit Development (PUD). This rezoning has been recorded and the area is also included in the PUD ordinance governing this subdivision. The PUD ordinance will need to be updated to include any changes to the plans, documents, and standards. Provided city ordinances are amended to include the expanded PUD, and recommended conditions are included, the proposed subdivision is consistent with all zoning regulations. 2. The proposed subdivision is consistent with all applicable general and specialized city, county, and regional plans, including, but not limited to, the city's comprehensive development plan. The Comprehensive Plan guides the project area for Mixed-Residential Neighborhood Uses. This designation consists of neighborhoods with multiple housing types, including detached single-family homes, townhomes, villas (patio homes) etc. Staff have noted that the proposed project no longer includes townhomes, which may not achieve the goals of the Comprehensive Plan by limiting housing diversity. The Planning Commission should discuss this change as part of their review. 3. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and drainage are suitable for the type and density of development and uses contemplated. The physical characteristics of the site support the proposed use. The wetland impacts will be reviewed by the city and state through the established review process. Stormwater features, including a network of pipes and basins, will ensure water leaving the site, and flowing on to adjacent properties, is generally consistent with present day metrics. Additionally, the applicant completed a thorough review of the site through an Environmental Assessment Worksheet (EAW) and all state and local entities have had an opportunity to comment on the project’s Page 132 of 327 impact. With the removal of the townhomes, the unit count has decreased by 100 dwelling units, reducing traffic impacts and demands on city services. 4. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage transportation, erosion control and all other services, facilities and improvements otherwise required in this article. The subdivision includes public utilities and stormwater infrastructure that meets city requirements. Additional permits required to comply with erosion control standards are a required and must be secured prior to building permit issuance. 5. The proposed subdivision will not cause substantial environmental damage. The wetland impacts have been and continue to be under review. Approval of those impacts is included as a condition of approval. The development is also required to comply with setback standards outlined in the ordinance as they relate to wetlands and stormwater ponds. 6. The proposed subdivision will not conflict with easements of record or with easements established by judgment of a court. There are no conflicts with easements of record. 7. The proposed subdivision will not have an undue and adverse impact on the reasonable development of neighboring land. The project abuts a large-single family parcel on three sides. The parcel is accessed via an existing driveway along Cleveland St, and a future road connection (Road K) would provide internal access to the site. The parcel remains developable and the applicant has submitted a ghost plat showing the potential use of the site for single-family development. 8. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: a. Lack of adequate stormwater drainage. b. Lack of adequate roads. c. Lack of adequate sanitary sewer systems. d. Lack of adequate off-site public improvements or support systems. The subdivision is not premature as the above conditions have been provided for. In reviewing the standards for approval of a Preliminary Plat, the proposed project meets the standards, and is recommended for approval with the outlined conditions. Financial Impact None Mission/Policy/Goal Meet changing needs - agile. Opportunity to live, work, and play. Support the growth and development of the community. Attachments 1. Location Map 2. Bradford Park South Plans 3. Bradford Park - Park and Trail Exhibit 4. Ghost Plat of Adjacent Lot 5. Sherburne County Comments 6. Bradford Park PUD Ordinance Page 133 of 327 Page 134 of 327 LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. BRADFORD PARK DEVELOPMENT SOUTH LENNAR HOMES 26553 - 1 TITLE (PPLAT-SE) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 1 TITLE (PPLAT-SE).DWGBRADFORD PARK DEVELOPMENT SOUTH ELK RIVER, MINNESOTA PROJECT INDEX: OWNER: LENNAR HOMES 16305 36TH AVENUE NORTH PLYMOUTH, MN 554466 PROJECT ADDRESS / LOCATION: S36 T33N R26W SHERBURNE COUNTY ELK RIVER, MINNESOTA PROJECT MANAGER: JERREMY FOSS EMAIL: JERREMY.FOSS@ISGINC.COM LENNAR HOMES ISG PROJECT # 22-26553 PROJECT LOCATION B.M. ELEVATION=950.10 TNFH SW QUADRANT AT THE INTERSECTION OF TWIN LAKES PKWY AND 188TH AVE NW MANAGING OFFICE: 6.ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, CLEANED AND CONDITIONED ACCORDING TO MANUFACTURERS' INSTRUCTIONS. IN CASE OF DISCREPANCIES BETWEEN MANUFACTURERS' INSTRUCTIONS AND THE CONTRACT DOCUMENTS, NOTIFY ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. 7.ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO AVOID GALVANIC CORROSION. 8.THE LOCATION AND TYPE OF ALL INPLACE UTILITIES SHOWN ON THE PLANS ARE FOR GENERAL INFORMATION ONLY AND ARE ACCURATE AND COMPLETE TO THE BEST OF THE KNOWLEDGE OF I & S GROUP, INC. (ISG). NO WARRANTY OR GUARANTEE IS IMPLIED. THE CONTRACTOR SHALL VERIFY THE SIZES, LOCATIONS AND ELEVATIONS OF ALL INPLACE UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. 9.THE CONTRACTOR IS TO CONTACT "GOPHER STATE ONE CALL" FOR UTILITY LOCATIONS, MINIMUM 2 BUSINESS DAYS PRIOR TO ANY EXCAVATION / CONSTRUCTION (1-800-252-1166). 1.ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS, WHICH INCLUDE, BUT ARE NOT LIMITED TO, THE OWNER - CONTRACTOR AGREEMENT, THE PROJECT MANUAL (WHICH INCLUDES GENERAL SUPPLEMENTARY CONDITIONS AND SPECIFICATIONS), DRAWINGS OF ALL DISCIPLINES AND ALL ADDENDA, MODIFICATIONS AND CLARIFICATIONS ISSUED BY THE ARCHITECT/ENGINEER. 2.CONTRACT DOCUMENTS SHALL BE ISSUED TO ALL SUBCONTRACTORS BY THE GENERAL CONTRACTOR IN COMPLETE SETS IN ORDER TO ACHIEVE THE FULL EXTENT AND COMPLETE COORDINATION OF ALL WORK. 3.WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 4.FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 5.DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPE OF DETAILING REQUIRED THROUGHOUT THE WORK. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO DETAILS SHOWN. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, NOTIFY ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. SPECIFICATIONS REFERENCE ALL CONSTRUCTION SHALL COMPLY WITH THE CITY OF ELK RIVER REQUIREMENTS AND MnDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, 2020 EDITION, AND THE STANDARD SPECIFICATIONS FOR SANITARY SEWER, STORM DRAIN AND WATERMAIN AS PROPOSED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA 2018, UNLESS DIRECTED OTHERWISE. PROJECT DATUM HORIZONTAL COORDINATES HAVE BEEN REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83), 1996 ADJUSTMENT (NAD83(1996)) ON THE SHERBURNE COUNTY COORDINATE SYSTEM, IN U.S. SURVEY FEET. ELEVATIONS HAVE BEEN REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). RTK GPS METHODS WERE USED TO ESTABLISH HORIZONTAL AND VERTICAL COORDINATES FOR THIS PROJECT. TOPOGRAPHIC SURVEY THIS PROJECT'S TOPOGRAPHIC SURVEY CONSISTS OF DATA COLLECTED IN MARCH 2022 BY ISG. PROJECT GENERAL NOTES LEGEND EXISTING CITY LIMITS ACCESS CONTROL SECTION LINE QUARTER SECTION LINE RIGHT OF WAY LINE PROPERTY / LOTLINE EASEMENT LINE CULVERT WATER EDGEW WET WETLAND BOUNDARY WETLAND / MARSH WATER FENCE LINEXXXX UT STORM SEWER SANITARY SEWER> SANITARY SEWER FORCEMAIN<IICONTOUR (MAJOR) I UNDERGROUND TELEPHONE OVERHEAD ELECTRICOE UNDERGROUND ELECTRICUE UNDERGROUND TVUTV GASG FBO UNDERGROUND FIBER OPTIC CONTOUR (MINOR) DECIDUOUS TREE CONIFEROUS TREE TREE LINE MANHOLE/STRUCTURE CATCH BASIN HYDRANT CURB STOP VALVE UTILITY PEDESTAL / CABINET POWER POLE 990 989 PROPOSED CULVERT STORM SEWER SANITARY SEWER> WATERII OVERHEAD ELECTRICOE UNDERGROUND ELECTRICUE UNDERGROUND TVUTV GASG CONTOUR MANHOLE (STORM, SANITARY) CATCH BASIN HYDRANT VALVE EASEMENT RIGHT OF WAY >> >> >> >> STORM SEWER (PIPE WIDTH) 1015 LOT LINE SANITARY SEWER (PIPE WIDTH) OVERHEAD UTILITYOHL UNDERGROUND UTILITY UTL 0 SCALE IN FEET 2000 4000 ABBREVIATIONS: LOCATION MAP N S W E 35OF - 2024/06/24 22-26553 1 TITLE SHEET ---- ---- 1 1 PRELIMINARY PLAT ELK RIVER MINNESOTA 7900 INTERNATIONAL DRIVE SUITE 550 MINNEAPOLIS, MN 55425 PHONE: 952.426.0699 BLOOMINGTON OFFICE TITLE SHEET TTK TTK TJW, JDF AC ACRE ADA AMERICANS WITH DISABILITIES ACT ADD ADDENDUM AFF ABOVE FINISHED FLOOR AGG AGGREGATE APPROXAPPROXIMATE ARCH ARCHITECT, ARCHITECTURAL BFE BASEMENT FLOOR ELEVATION BIT BITUMINOUS CAD COMPUTER-AIDED DESIGN CB CATCH BASIN CFS CUBIC FEET PER SECOND CF CUBIC FOOT CI CAST IRON CIP CAST IRON PIPE CIPC CAST IN PLACE CONCRETE CJ CONTROL JOINT CL CENTERLINE CMP CORRUGATED METAL PIPE CO CLEANOUT CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CY CUBIC YARD C&G CURB AND GUTTER DEMO DEMOLITION DIA DIAMETER DIM DIMENSION DS DOWNSPOUT EA EACH ELEC ELECTRICAL ELEV ELEVATION EOF EMERGENCY OVERFLOW EQ EQUAL EX EXISTING F/L FLOW LINE FDC FIRE DEPARTMENT CONNECTION FDN FOUNDATION FFE FINISHED FLOOR ELEVATION FPM FEET PER MINUTE FPS FEET PER SECOND FT FOOT, FEET FTG FOOTING GA GAUGE GAL GALLON GALV GALVANIZED GC GENERAL CONTRACTOR GFE GARAGE FLOOR ELEVATION GL GUTTER LINE GPM GALLONS PER MINUTE GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE HD HEAVY DUTY HH HANDHOLE HORIZ HORIZONTAL HR HOUR HWL HIGH WATER LEVEL HWY HIGHWAY HYD HYDRANT I INVERT ID INSIDE DIAMETER IN INCH INV INVERT IP IRON PIPE IPS IRON PIPE SIZE J-BOX JUNCTION BOX JT JOINT LF LINEAR FEET LFE LOWEST FLOOR ELEVATION LIN LINEAR LPS LOW PRESSURE STEAM LS LUMP SUM LSO LOWEST STRUCTURAL OPENING MAX MAXIMUM MB MAIL BOX MECH MECHANICAL MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS NO NUMBER NTS NOT TO SCALE NWL NORMAL WATER LEVEL OC ON CENTER OCEW ON CENTER EACH WAY OH OVERHEAD OHD OVERHEAD DOOR OZ OUNCE PED PEDESTAL, PEDESTRIAN PERF PERFORATED PL PROPERTY LINE PP POLYPROPYLENE PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE PVMT PAVEMENT QTY QUANTITY RAD RADIUS RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN REBAR REINFORCING BAR REM REMOVE ROW RIGHT OF WAY R/W RIGHT OF WAY SAN SANITARY SCH SCHEDULE SF SQUARE FOOT SPEC SPECIFICATION SQ SQUARE STA STATION SY SQUARE YARD T/C TOP OF CURB TEL TELEPHONE TEMP TEMPORARY THRU THROUGH TNFH TOP NUT OF FIRE HYDRANT TRANS TRANSFORMER TV TELEVISION T/W TOP OF WALL TYP TYPICAL UT UTILITY, UNDERGROUND TELEPHONE VCP VITRIFIED CLAY PIPE W/O WITHOUT W/WITH YD YARD YR YEAR 181ST AVE NW CLEVELAND RD NW (COUNTY 40)TWIN LAKES RD NWSTATE HWY 169STATE HWY 10MISSISSIPPI RIVERCITY OF ELK RIVER BAUGH ST NW (COUNTY 22)SHEET INDEX 1 TITLE SHEET 2 OVERALL SITE PLAN 3 SITE DETAILS 4 SITE DETAILS 5 SITE DETAILS 6 SITE DETAILS 7 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) 8 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) 9 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) 10 SWPPP DETAILS 11 EXISTING SITE & REMOVALS PLAN 12 EXISTING SITE & REMOVALS PLAN 13 EXISTING SITE & REMOVALS PLAN 14 OVERALL PRELIMINARY PLAT 15 PRELIMINARY PLAT 16 PRELIMINARY PLAT 17 PRELIMINARY PLAT 18 SITE PLAN 19 SITE PLAN 20 SITE PLAN 21 UTILITY PLAN 22 UTILITY PLAN 23 UTILITY PLAN 24 GRADING PLAN 25 GRADING PLAN 26 GRADING PLAN 27 PLANTING PLAN 28 PLANTING PLAN 29 PLANTING PLAN 30 PLANTING DETAILS 31 PLANTING SCHEDULES 32 OVERALL WETLAND IMPACTS PLAN 33 DETAILED WETLAND IMPACTS PLAN 34 DETAILED WETLAND IMPACTS PLAN 35 DETAILED WETLAND IMPACTS PLAN Page 135 of 327 EMWDr a i n a ge E a s em e n tPer T i t l e C omm i tme n t WET WETWETWE T W E T W E T WETWETWETWET WETWETWETWET FP100FP1 0 0 FP100FP100FP100FP100FP100FP100FP100FP100F P 1 0 0 FP100FP100FP100F P 1 0 0 FP100 F P 1 0 0 FP100FP100 FP100 FP100FP100FP100FP100FP10 0 FP100FP100 FP10 0 FP100 W WWWW WWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWUU U W W W W W W W W W W W W W W W W W W W W W W WWWWW WWWW W WW WWW W W W W W W WWWW WWWWWWWWWWWWWWWWWWWWWWW W W W W W W W WWW W WW WETWETWETWET W E T WET WE T WETWETW E T WET WETWETWET WETWET BASIN A BASIN B BASIN C BASIN F BASIN D BASIN E BASIN G BASIN H BASIN I BASIN J BASIN K BASIN L BASIN O BASIN N BASIN M BASIN P BASIN Q BASIN R BASIN X BASIN W BASIN S BASIN T BASIN U BASIN V 187TH AVE 185TH A V EKENNEDY STLINCOLN STGRANT ST 186TH AVE 185 T H A V E ROAD H R O A D M ROAD PROA D I ROA D JROAD K186TH AVE 185TH C I R TRO T T BROOKCOUNTY HIGHWAY NO. 40LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. BRADFORD PARK DEVELOPMENT SOUTH LENNAR HOMES 26553 - 2 OVERALL (PPLAT-SE) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 2 OVERALL (PPLAT-SE).DWG 35OF 2 - 2024/06/24 22-26553 2 OVERALL SITE PLAN ---- ---- 2 ELK RIVER MINNESOTA OVERALL SITE PLAN 0 SCALE IN FEET 200 400 TTK TTK TJW, JDF DEVELOPMENT REGULATIONS (PUD) SINGLE FAMILY LOTS FRONT SETBACK 25'-0" SIDE SETBACK 7'-6" REAR SETBACK 20'-0" CORNER SETBACK 20'-0" SITE DATA ZONING:PUD-PLANNED UNIT DEVELOPMENT 2040 LAND USE:LOW DENSITY RESIDENTIAL GROSS AREA:11,008,851 SQ. FT / 252.73 AC GROSS SITE DENSITY:433 / 252.73 = 1.71 DUA WETLAND AREA:2,297,122 SQ. FT / 52.73 AC. WETLAND IMPACTS:117,327 SQ. FT / 2.69 AC NET WETLAND AREA:2,179,795 SQ. FT / 50.04 AC *NET AREA:8,711,729 SQ. FT / 200.00 AC. NET SITE DENSITY:433 / 200.00 = 2.17 DUA PROPOSED ROW:1,195,110 SQ. FT / 27.44 AC. ROAD EASEMENT:0 SQ. FT / 0 AC. OUTLOT AREA:5,634,745 SQ. FT / 129.36 AC. **LOTS AREA:4,178,996 SQ. FT / 95.94 AC. IMPERVIOUS %22.0% COVERAGE TRAILS:9,845 LF *NET AREA = GROSS AREA - WETLAND AREA **LOTS AREA = GROSS AREA - PROPOSED ROW - ROAD EASEMENT - OUTLOT AREA SITE SUMMARY LOT TYPES UNIT COUNT TYPICAL LOT WIDTH TYPICAL LOT DEPTH TYPICAL LOT AREA MIN. 55' SINGLE FAMILY LOTS 53 55'130'7,150 SF MIN. 65' SINGLE FAMILY LOTS 66 65'130'8,450 SF TOTAL UNITS 119 NOTE: DENSITY IN THE CALCULATIONS ABOVE IS INCLUDING THE ENTIRE SITE INCLUDING THE PREVIOUSLY APPROVED PLAT AREA. NOTE: SITE SUMMARY TABLE ONLY REFLECT NEW PRELIMINARY PLAT AREA. PREVIOUSLY APPROVED PLAT Page 136 of 327 TYPICAL STREET SECTION - SIDEWALK RIGHT NTS 6 34' 17' DRIVE LANE 13'13' 60' RIGHT OF WAYR/W R/W ℄17' DRIVE LANE 6' SIDEWALK 1' INSITU SOILS, TYP. 1.5% (2% MAX) BITUMINOUS PAVEMENT (SEE DETAIL) SURMOUNTABLE D428 CURB & GUTTER (SEE DETAIL) 4" SUBDRAIN (SEE DETAIL) CONCRETE SIDEWALK (SEE DETAIL) SURMOUNTABLE D428 CURB & GUTTER (SEE DETAIL) 2.0% TYP.2.0% TYP. 4" SUBDRAIN (SEE DETAIL) TYPICAL STREET SECTION - SIDEWALK LEFT NTS 1' 34' 17' DRIVE LANE 13'13' 60' RIGHT OF WAYR/W R/W ℄17' DRIVE LANE6' SIDEWALK 6' INSITU SOILS, TYP. 1.5% (2% MAX) BITUMINOUS PAVEMENT (SEE DETAIL) SURMOUNTABLE D428 CURB & GUTTER (SEE DETAIL) 4" SUBDRAIN (SEE DETAIL) CONCRETE SIDEWALK (SEE DETAIL) SURMOUNTABLE D428 CURB & GUTTER (SEE DETAIL) 2.0% TYP.2.0% TYP. 4" SUBDRAIN (SEE DETAIL) LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. BRADFORD PARK DEVELOPMENT SOUTH LENNAR HOMES 26553 - 3 DETAILS (PPLAT-SE) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 3 DETAILS (PPLAT-SE).DWG 35OF 3 - 2024/06/24 22-26553 3 SITE DETAILS ---- ---- 3 ELK RIVER MINNESOTA SITE DETAILS TTK TTK TJW, JDF Page 137 of 327 1 1/2"8"2 1/2"COMPACTED SUBGRADE AGGREGATE BASE BITUMINOUS NON-WEAR COURSE MnDOT SPEC 2360, BITUMINOUS WEAR COURSE MnDOT SPEC 2360, BITUMINOUS PAVEMENT NTS18"GRANULAR SUBBASE GEOTEXTILE FABRIC MnDOT CLASS 5 TYPE SPNWB230C TYPE SPWEA240C ST117 MIRAFI 500X MNDOT 3149.2 B CONCRETE SLAB (MIN 4000 PSI) AGGREGATE BASE 5"6"COMPACTED SUBGRADE CONCRETE SIDEWALK NTS MnDOT CLASS 5 ST165 2 1/2"6"COMPACTED SUBGRADE AGGREGATE BASE BITUMINOUS COURSE MnDOT SPEC 2360, A A SLOPE VARIES SLOPE V A R I E S SEE PLAN SECTION A-A TYPICAL TRAIL SECTION NTS ST950 MnDOT CLASS 5 TYPE SPWEA240C 1.5% LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. BRADFORD PARK DEVELOPMENT SOUTH LENNAR HOMES 26553 - 3 DETAILS (PPLAT-SE) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 3 DETAILS (PPLAT-SE).DWG 35OF 4 - 2024/06/24 22-26553 4 SITE DETAILS ---- ---- 4 ELK RIVER MINNESOTA SITE DETAILS TTK TTK TJW, JDF Page 138 of 327 30'25' FRONT SETBACK 25' LEVEL PAD 35' SLOPED PAD 10' 15'10' 60' PAD DEPTH STREET SECTION (SEE DETAIL) ℄R/W DRIVEWAY SLOPE (VARIES) GARAGE FLOOR ELEVATION (GFE)3'HOLD DOWN GRADING 5.0% REAR GRADE ELEVATION (RGE) 2.0% MIN 6" OF TOPSOIL TOP OF FOUNDATION ELEVATION (TOF)LOWEST FLOOR ELEVATION (LFE) SINGLE FAMILY FULL BASEMENT (FB) 3.0' HOLD DOWN NTS FINISHED PAD GRADING 30'25' FRONT SETBACK 25' LEVEL PAD 35' SLOPED PAD 10' 15'10' 60' PAD DEPTH STREET SECTION (SEE DETAIL) ℄R/W DRIVEWAY SLOPE (VARIES) GARAGE FLOOR ELEVATION (GFE)2.5'HOLD DOWN GRADING 5.0% REAR GRADE ELEVATION (RGE) 2.0% MIN6" OF TOPSOIL TOP OF FOUNDATION ELEVATION (TOF) SINGLE FAMILY LOOKOUT (LO) 2.5' HOLD DOWN NTS 2:1 M A X FINISHED PAD GRADING LOWEST FLOOR ELEVATION (LFE) 30'25' FRONT SETBACK 25' LEVEL PAD 35' SLOPED PAD 10' 15'10' 60' PAD DEPTH STREET SECTION (SEE DETAIL) ℄R/W DRIVEWAY SLOPE (VARIES) GARAGE FLOOR ELEVATION (GFE)2.5'HOLD DOWN GRADING 5.0% REAR GRADE ELEVATION (RGE) 2.0% MIN 6" OF TOPSOIL TOP OF FOUNDATION ELEVATION (TOF) SINGLE FAMILY WALKOUT (WO) 2.5' HOLD DOWN NTS 2:1 M A X LOWEST FLOOR ELEVATION (LFE) FINISHED PAD GRADING NOTE: THIS DETAIL IS TO SHOW LOT HOLD DOWN CONSTRUCTION. SEE INDIVIDUAL HOUSE PLANS FOR MORE DETAILED MEASUREMENTS. NOTE: THIS DETAIL IS TO SHOW LOT HOLD DOWN CONSTRUCTION. SEE INDIVIDUAL HOUSE PLANS FOR MORE DETAILED MEASUREMENTS. NOTE: THIS DETAIL IS TO SHOW LOT HOLD DOWN CONSTRUCTION. SEE INDIVIDUAL HOUSE PLANS FOR MORE DETAILED MEASUREMENTS. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. BRADFORD PARK DEVELOPMENT SOUTH LENNAR HOMES 26553 - 3 DETAILS (PPLAT-SE) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 3 DETAILS (PPLAT-SE).DWG 35OF 5 - 2024/06/24 22-26553 5 SITE DETAILS ---- ---- 5 ELK RIVER MINNESOTA SITE DETAILS TTK TTK TJW, JDF Page 139 of 327 55' 7.5' SIDE SETBACK 7.5' SIDE SETBACK (20' WHEN CORNER LOT)20' REAR SETBACK10'5'5'10'25' FRONT SETBACK40'55'UTILITY EASEMENT BUILDING PAD 130'LOT AREA: 7,150 SF LOT LINE, TYP ℄ STREET 65' 7.5' SIDE SETBACK 7.5' SIDE SETBACK (20' WHEN CORNER LOT)20' REAR SETBACK10'5'5'10'25' FRONT SETBACK50'60'UTILITY EASEMENT BUILDING PAD FUTURE DRIVEWAY. FINAL LOCATION AND SHAPE DEPENDANT ON FLOOR PLAN CHOSEN.130'LOT AREA: 8,450 SF LOT LINE, TYP RIGHT OF WAY, TYP ℄ STREET SIDEWALK, IF ON SAME SIDE OF STREET 55' SINGLE FAMILY TYPICAL LOT LAYOUT 65' SINGLE FAMILY TYPICAL LOT LAYOUT FUTURE DRIVEWAY. FINAL LOCATION AND SHAPE DEPENDANT ON FLOOR PLAN CHOSEN. RIGHT OF WAY, TYP SIDEWALK, IF ON SAME SIDE OF STREET 10'10'OPTIONAL REAR DECK OPTIONAL REAR DECK 20' AT CURB LINE 20' AT CURB LINE BUILDING SETBACK BUILDING SETBACK LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. BRADFORD PARK DEVELOPMENT SOUTH LENNAR HOMES 26553 - 3 DETAILS (PPLAT-SE) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 3 DETAILS (PPLAT-SE).DWG 35OF 6 - 2024/06/24 22-26553 6 SITE DETAILS ---- ---- 6 ELK RIVER MINNESOTA SITE DETAILS TTK TTK TJW, JDF Page 140 of 327 117 OUTLOT C 9 8 7 6 5 4 3 OUTLOT B 20 25 24 23 22 21 15 19 18 17 16 12 14 13 10 11 103 100 99 104 101 102 116 115 112 118 119 105 106 107 108 109 110 111 113 114 86 98 97 2 1 ROAD HROAD H BASIN P 100 YR HWL = 908.36 BASIN Q 100 YR HWL = 917.28 R O A D M XXXBASIN R 100 YR HWL = 918.26GRANT ST 186TH CIR 185 T H A V E BASIN O 100 YR HWL = 914.49 BASIN L 100 YR HWL = 911.05 311 312 313 204 207 210 208 205 206 212 213 214 215 216 236 234 235 211209 314 310 309 308 307 COUNTY HIGHWAY NO. 40WW W W W W WW WWWWWWWWWWW WWWWWWWWWW W WWWWWWWWWWWW W W W W WWWWW W W W W W W W W COUNTY HIGHWAY NO. 40890890900900910 9109209 2 092092092092 0920 9209209309309 3 0930 9 3 0930930 93093088488488688688888889289289489489689689889890290290490490690690890891291291491491491491491491691691691691 69189 1 8 918918918918 9 1 8922922922922922 9229229 2 4924924 9 2 4 9249269 2 6926926926 9269269 2 8 928 9289289289329329329329 3 4 9349369369009009 1 0 9109209209209209 2 0 92092092092093089 2 892894 894896896898898902902904904904904904904 904904904904 9 0 690690 8 9089129 1 2 912 91 491491 4914 9149 1 4 9 1 4 91491491691 6 916 9189 1 8 9189189189 2 2 922922922 922922922924924924926926926928932932932932932932932934934934934 890890890890900900 90 0 900910910910 9109109109209209209209209 2 0920 92088888889289 2892 892894894 896896 898898898898 9 0 2 902 902902904904904904 906906908 908912912912912912912 91291491491491491491 4 914916916916916916 916916916916916916916 9 1 89189189189189189 1 8 9 1 8 9229229249249269269269269 2 6 926890890 900 910920920 92092 0 93 0 93094094 0940 94088288288288288488488688688888889289289489489689689890290 2902 9049049049 0 4 9 0 4 906 908 9129149149169169169169 1 8 91891891892 2 9229249249269269289289289289329329349349369 3 6936 9369389 3 8 9 3 8938 9389 3 8938938938938942942 890900910 920920930930930 9309409408828848868888928948968989029 0 2 902904904904 90490490 6 9 0 8 9129149169189229 2 29249249269269289289289289289289329329349349349349369 3 6 93 8 9389429429 4 2942942 9429429429429429429 4 294294 29429429 4 2942942942880880 890 890900 900910920 930 930930 882882 884 884 886886888 888 892892 894 894896 896898 898902902 904904 9069069 0 6906906908912 912 912912912912 912 914 914 914 916918922924926 9289329 3 2 932 932 93293 2 932 932932932 89089 0 900 900 910 920 930 930 892892894 894896 896 898 898 90 2 9 0 2 902902904 904 90690690690 6 906906906906906 9069069 0 6 906 906908912 914914 9 1 4 91491 4 916 918 922 924 924 926 926926 926 928 928 932 932 932932 932932932932 93293293493 4 9349 3 4 890890 900 900910910920 9 2 0920920920 92 0 930 930930886 886 886886 888888 892 892 894 894 896 896 898 898 90290 290490490490 4 904904904 904904904 90 6 90 6 906906908 908 912 912914 9149169169189 1 8918 918 922 922922 922924924924 924 926926926 9 2 6926 926 92892893293 293293 2 9 3 2 932 934 9 3 4 93493493 4 934 936 9 3 6 89089090090091091 0910 920 9309 3 0 930 9309308848848868868888888928928948948968968988989029029049069 0 690690690690 6 906 9089129 1 2 912 914916 918 922 924926 928 932934936938 900910920920 920 9 2 0 92 0920 920 930940 94090290490490490 4904 906908912914914914914 9149149 1 4 916 916916916 91691 6 916 916 9 1 6 916916916 916 916 916 918 91 8 9 1 8 918 918 9189189 1 8 91891891891 8918918 91892292 2 922 924 924924924 924 926 926 926 928 928928928928 932 934 936936936 93 8 942942942 942 942 942942 942942942 920 920 9 2 0 920920920 920 920 93 0 9 3 0 940 94091 4 914 91491491 4 914914914914914916 916916 916918 918 922 922 92 2 922 92 2 92292 4 924924924 924 924 926 926 926 926 928 928 928 92 8 932934 936 936 936 936936936 936 938938 938 938938 938938 938 942 942944944 920 920920920920 920 92 0 9 2 0 920 9 2 0 920 920 920 914914 916 916 916916 918 918 918 918918 918918918 922 9229229249249249 2 49249249249 2 4 924 924926920 912 912914 914914914916918 922924926 9109109209209089089129129149149169169189189229 2 2 9249109109 1 2 912914916916916 900896898 902 904 906 900 898 902 904 906 LS >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>920 914 916 918 922924926920 922 924 926 92 8 930940 926928932934936938 942944930 928 932 930 928 932 934 936912914916918910 904 906 908 910902904906908910912 914916906908908920 922 924 920916 918 9 2 2 920930922924926928918 912914914 916 918 918 91 8 920 918 922 924 926 9309269289 3 2 934920922924926930 926 928906908 906 908 SFSFSF SF SF SFSFSF SF SFSF SFSFSF SFSFSF SFSFSFSFSF LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. BRADFORD PARK DEVELOPMENT SOUTH LENNAR HOMES 26553 - 4 SWPPP (PPLAT-SE) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 4 SWPPP (PPLAT-SE).DWG 35OF 7 - 2024/06/24 22-26553 7 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ---- ---- 7 ELK RIVER MINNESOTA STORMWATER POLLUTION PREVENTION PLAN (SWPPP) 0 SCALE IN FEET 60 120 TTK TTK TJW, JDF EROSION CONTROL LEGEND SYMBOL DESCRIPTION RANDOM RIPRAP, CLASS III SILT FENCE, PREASSEMBLED STORM DRAIN INLET PROTECTION SEDIMENT CONTROL LOG ROCK CONSTRUCTION EXIT EROSION CONTROL BLANKET, CATEGORY 30 TURF REINFORCEMENT MAT, CATEGORY 70 CONCRETE WASHOUT AREA EXISTING DRAINAGE ARROW PROPOSED DRAINAGE ARROW EXISTING CONTOUR (MINOR INTERVAL) EXISTING CONTOUR (MAJOR INTERVAL) PROPOSED CONTOUR (MINOR INTERVAL) PROPOSED CONTOUR (MAJOR INTERVAL) SEE SITE RESTORATION PLAN FOR FINAL TURF ESTABLISHMENT. NOTE: EROSION CONTROL PLAN COVERAGE INCLUDES ELECTRIC, GAS, TELEPHONE, AND CABLE INSTALLATION. EACH COMPANY OR THEIR SUBCONTRACTOR IS RESPONSIBLE TO FOLLOW THE REQUIREMENTS OF THIS PLAN, INCLUDING PROVIDING THEIR OWN RESTORATION IF INSTALLATION OCCURS AFTER PRIMARY INSTALLATION OF SEEDING/SODDING/MULCHING DURING CONSTRUCTION OF EACH UTILITY. SF 101 100 101 100 ROCK CONSTRUCTION EXIT, TYP. CONCRETE WASHOUT, TYP. DOUBLE SILT FENCE ALONG WETLANDS AND EXISTING WATERBODIES SILT FENCE, TYP. EROSION CONTROL BLANKET, TYP. INLET PROTECTION, TYP. EXISTING CONTOUR,TYP. PROPOSED CONTOUR, TYP. 185TH AVE THROUGH DEVELOPMENT APPROVED WITH "BRADFORD PARK DEVELOPMENT" PRELIMINARY PLAT Page 141 of 327 36 35 3433 32 31 30 29 28 27 26 25 24 23 22 100 99 79 OUTLOT F 74 76 75 73 40 OUTLOT E 47 84 82 83 86 85 81 80 78 77 89 95 91 90 92 87 OUTLOT D 88 98 97 96 93 94 39 38 37 44 45 42 41 43 46 50 49 54 55 5648 57 ROAD H BASIN W 100 YR HWL = 904.08 BASIN X 100 YR HWL = 904.86 BASIN T 100 YR HWL = 915.00ROAD LXXXBASIN S 100 YR HWL = 915.01 FP100FP1 0 0 FP100FP100FP1 0 0 FP100 F P 1 0 0 FP100 FP100 FP100F P 1 0 0 FP 1 0 0 FP 1 0 0 FP100 FP100 FP100 FP100 FP 1 0 0 FP1 0 0 FP100FP100FP100FP100FP100WWWWWW W WWWWWWWWWWWWW WWWWWWWWWWWWW W W WW W W W W W W W W W W WW WWWET WET WE T WETWETWET WET WETWET WETWETWE T WETWET WE T WET WETWETWETWET880880890890900 900910 920930930930 940878878 882882884884886886888888892892894 894896 896898898898 8989029 0 2 902902 904904904 90490490490 4904 90 6906906 9 0 8 912914916918922924926928928928 932 934934934 936938 9009109109109 2 0 92092 0 920920930940894 8968989029049049 0 4 90490 4 9069069069069069 0 6 90 6906 9 0 6 906906908 908908912912912914914914916916 9169 1 8 9189189229249269289 3 2932932 93493 6 9 3 8938938938 9 3 8 9009009009 1 0 9109 1 0910 9109 1 0 9109109109109109208988988 9 8898 8988988988988988988 9 8898898898898 9029029029049 0 6 9069069089089 0 8 9089089089 0 8 9089089129149169189 2 2 924924924900900900 910920 8 9 8 89 8 898898 8 9 8898 8988988 9 8898 89 8898 8 9 8898 898898898898 898898 8988988 9 8 8 9 8 89889889889889889889889889 8898898898898 9029049 0 6 9 0 89089 0 8 9089 0 8 9 12 9 1 4 916 91891891 8 9 0 0 91089 6 8 9 6 898898898898 8 9 8898 898898898898898 902904906 908912914916916 916918918 900910910 910 9109 1 0 91092092089689 68968968988988 9 889889889889889 8 8989029049 0 6 90890891291291 2 912914914916916918918922922924924880 880 890 890 900 900 900 878 878 882 882 884 884 886 886 888 888 892 892 894 894 896 896 8968 9 6 896 8968988988988988988988988 9 88988988988988988 9 8 898898 89 8898898898 8988 9 8 89889889889889889889889 8 8988988988 9 8 898 898 898898 898 898 898902 902902 904 904 904906 880 880 890 890 900 9 0 0 900 900 900 900 90 0 882 882 884 884 886 886 888 888 892 892 894 894 896 896 898898 898 89 8 898898 898898898898898898898898898898898898 898 898898 898 898902902 902 902 904904 904 904 904 904904 904 880880 890 900900 9 0 0900900 900 882882 884 886 888892894896 898898 8 9 8898898898898 89 8 898 8 9 8 898898 89 8 898902902902 902 9 0 4904904 904 906 906906906908 9 0 89089 0 8 908 908900910910920920 898898898898898898 898898 8989029029029029049049 0 6906906 9069069069069 0 6906 906 906 906908908 908 908 908 908908908 908 908 912 912914914916916918918922922 9009009009009 0 09009009009 0 09009009009 0 0 900 9 0 0 90090 0900900898898898 898 902 904 906 906 90 6 906906906906 90690690690690690 6 906906906906906 906906 910 910 920920 930 930 930 930 9029 0 2 9 0 4 904 9069069069 0 6906906 908 908912 912 914 914 916 916 918 918 9 2 2 924 9 2 6 928 932 932 9 3 2 932 934 9 3 4 93493493 4 934 936 9 3 6 920 930 914 91491491491491 6 916 916 916916916916918 918 9189 1 8 918 91891891891 8 918 918922924926928 932 934 936 938938938>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>930 928 932 930 928 932 934 936 920922930 926 928 904 904 904 9049069 1 0 906908906 908 918914916918 9 2 0 93 0 9 1 8 9 2 2 9 2 4 9 2 6 92 8 930922924926928932930922924926928 912914916916918920918912 914 916 900 898 902 904 906900 902 904 904 9 0 0 9 0 2 9 0 4 9 0 6 9 0 6 910906 908912 9 1 4 9 1 6 910 906908912 914 916916 912 914916918920 918 SFSFSFSFSFSF SF SF S F SF SF SFSFS F SFSFSFSFSFSFSF SF SF SF SF SFSF SF SF SF SF SFSF SF SF SF SF SF WETWET WETWETWETWET WET FP100FP100FP100FP10 0 FP1 0 0 F P 1 0 0 FP100WWW WWWWWW W WWWWWWWWW WW W WWW W W W W WWWET WET WET WET WET8808808908909008 7 8 878 882882 884884886 886888 888892 892894 8948968989029 0 4904904 90 4 90490690890089889 8898 8988988988988988989029 0 2902 9029 0 2 9 0 2 9029029049049069069069 0 6 9 0 6 90690090091091089289289289 28928 9 2 894 89 4 896 896898898902 902 902904 904904904904906908 880 890900 900900900 874 876878 88288 2882 884886 888892 894 896 898 898 89889 8 898 898 898898 89889889889 8 8988988988 9 8898898 898 898898 898 898 89 8 898898 9029 0 2904 906906 904900 902 900 902 902 904 SFSF SF SF SF SFSF SF SF SF SFSF SFSF SF SF LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. BRADFORD PARK DEVELOPMENT SOUTH LENNAR HOMES 26553 - 4 SWPPP (PPLAT-SE) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 4 SWPPP (PPLAT-SE).DWG 35OF 8 - 2024/06/24 22-26553 8 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ---- ---- 8 ELK RIVER MINNESOTA STORMWATER POLLUTION PREVENTION PLAN (SWPPP) 0 SCALE IN FEET 60 120 TTK TTK TJW, JDF DOUBLE SILT FENCE ALONG WETLANDS AND EXISTING WATERBODIES SILT FENCE, TYP. EROSION CONTROL BLANKET, TYP. INLET PROTECTION, TYP. EXISTING CONTOUR,TYP. PROPOSED CONTOUR, TYP. FEMA 100 YR FLOODPLAIN, TYP. Page 142 of 327 71 67687069 OUTLOT F 74 76 75 73 64 47 58 60 72 78 77 44 45 42 41 43 46 51 50 49 52 53 54 55 5648 57 59 61 62 63 6665 BASIN U 100 YR HWL = 904.47 BASIN T 100 YR HWL = 915.00 BASIN V NWL = 901.00 100 YR HWL = 903.69 FP 1 0 0 FP100 FP100 FP100 FP100 FP 1 0 0 FP1 0 0 FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100 FP100 FP10 0 FP10 0 FP100FP100FP100FP100 FP100 FP100 FP100 FP10 0 FP10 0 FP100 FP100 W W W WWWW W W WW W W COUNTY HIGHWAY NO. 40WE T WETWET WE T WET WETWETWETWETWETWETWETWETWET WET WET WETWE T WET WETWET WET WET900900900 910910920 9208988988 9 8 8 9 8 89889889889889889889889889 8898898898 9029029049049069 0 6 9 0 89089 0 8 9089 0 8 9089 1 2 9129129129 1 4 914914 914916 91691891891 8 91892 2 922924 924926926928928 9009 0 0 9109109 2 0 920898898898898898898898898898898 902902904904904904906906 908908912912912912914914916916 916 916918918918 9189 0 0 900900900900900900 9009009009109109109109 1 0 91092092089689 6 8968968988989029029049049069 0 6 90890891291291 2 9129149149169169189189229229249249009009009009009 0 0 9109108968968 9 6896 89 6896896896896896896896896896 898898 89 889889 8898 8988988988988988988988988989029 0 2 90490490690690890891291291491490090089689689 6896896896 8968968968968968 9 6 896896896896896896896896 89689689689689689 6 89689689689689689689 689689 6896 896896896896 8968968968968 9 689689 6896 89689 6 8 9 6 89689689689 6896896 8968968968968 9 68968968968968968968 9 689689689689 6896 898898898900 89689 6 896896 896 896 896896896 8 9 6 898898898898898898898898 898898 8989 0 090090 09009009009009009 0 09009009009 0 09009009009 0 0 900 9 0 0 90090 0900 89 6896 89 6 89 6 896 898898 898898898 898 898 9009009009109109209 2 09209 2 0 896 8 9 6 8968 9 6 896 896896 8989029 0 2 90290490 4 904 906906 906906906 906906 908 908912 912 91 4 914 916 916 918 9189229 2 2 900910 89 8 8 9 8 898 898898898 90 2 904 906 90891291491491491491491 6 916 916 916916916916918 918 9189 1 8 918 91891891891 8 918 918 900900900 900 900900 90 0 900900910 920 896896 896 8988 9 8 89 8 898 898 902 904 906 908912914916 918 922 924 926926 926 926926926 926 928 928 90 0 910 920 8968 9 6896896 89 6896896 8988 9 889889 88988988 9 8 898 898902 904906906906908912914916918 922 922922 92 2 924924 924924 9 0 0 900 900910 8 9 6 896 8988988988 9 8898898898 89 8 898 898 898898898898898898898898 898898898902902902904 906 908>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>> >>>>>>>>>>>912 914 916 900 898 902 904 906900 902 904 904 910 906908912 914 916916 900900898902902904904910 902 904 906 908 902 902 904 904 91092092 0 912 912914914916916 918918920 912914 916 918 92 2 924 912910 902 904 906908 912 910 912914916918 920 918 SF SF S FSF SFSFSF S F SF SFSFSFS FSFSFSF SF S F SFSFSFS F SF SFSFSFSF SF SF SF SF SFSF SF SF SFLIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. BRADFORD PARK DEVELOPMENT SOUTH LENNAR HOMES 26553 - 4 SWPPP (PPLAT-SE) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 4 SWPPP (PPLAT-SE).DWG 35OF 9 - 2024/06/24 22-26553 9 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ---- ---- 9 ELK RIVER MINNESOTA STORMWATER POLLUTION PREVENTION PLAN (SWPPP) 0 SCALE IN FEET 60 120 TTK TTK TJW, JDF ROCK CONSTRUCTION EXIT, TYP. CONCRETE WASHOUT, TYP. DOUBLE SILT FENCE ALONG WETLANDS AND EXISTING WATER BODIES SILT FENCE, TYP. EROSION CONTROL BLANKET, TYP. INLET PROTECTION, TYP. EXISTING CONTOUR,TYP. PROPOSED CONTOUR, TYP. FEMA 100 YR FLOODPLAIN, TYP. Page 143 of 327 SILT FENCES TO BE CONSTRUCTED ON DOWNHILL SIDE OF ALL MANHOLES MIN 6"MIN6" RUNOFF FLOW DIRECTION OF POSTEMBEDMENT1.5' MIN24" MINGEOTEXTILE FABRIC 5' TEE POST AT 5' - 4' MAX SPACING FABRIC ANCHORAGE TRENCH BACKFILL WITH TAMPED NATURAL SOIL SILT FENCE NTS EC100 SAND BAGS/ROCK LOG A A SAND BAGS/ROCK LOG STORM CULVERT PIPE (SEE PLAN) STORM CULVERT PIPE (SEE PLAN) FLOW SAND BAGS PLAN FLOW 6" MIN SECTION A-A SECTION B-B STORM CULVERT PIPE (SEE PLAN) B B SEDIMENT CONTROL LOG, STAKED EVERY 2' MIN (SEE DETAIL) SEDIMENT CONTROL LOG, STAKED EVERY 2' MIN (SEE DETAIL) CULVERT PIPE DITCH CHECK NTS EC345 4 1 1 4 A B L A B2'E2' 11 3 4 DIMENSIONS PIPE Ø (INCHES) L (FEET) PIPE Ø (INCHES) L (FEET) 12 8 27 12 15 8 30 14 18 10 36 16 21 10 42 18 24 12 48 20 NOTES: REQUIREMENTS FOR GEOTEXTILE TYPE, RIPRAP SIZE AND THICKNESS WILL BE DESIGNATED IN THE PLANS. PIPE SIZES LARGER THAN THOSE SHOWN REQUIRE A SPECIAL DESIGN FOR PIPES GREATER THAN OR EQUAL TO 30", USE 1.5' GEOTEXTILE FILTER, MnDOT SPEC. 3733, SHALL COVER THE BOTTOM AND SIDES OF THE AREA EXCAVATED FOR THE RIPRAP, GRANULAR FILTER MATERIALS DIMENSION "E" IS GIVEN ON MnDOT STANDARD PLATES 3100 AND 3110. GRANULAR FILTER, MnDOT SPEC. 3601, MAY BE USED AS A CUSHIONLAYER. PLACE FILTER PER SPEC. 2511. THE CUSHION LAYER IS INCIDENTAL GRANULAR FILTER OR RIPRAP, SPEC. 3601, TO EXTEND UNDER THE ENTIRE OPEN PORTION OF PIPE APRON. DEPTH OF MATERIAL UNDER APRON SHALL MATCH RIPRAP DEPTH. WHEN USING RIPRAP, INCREASE RIPRAP QUANTITY ACCORDINGLY AND PLACE A 3" LAYER OF 1.5" CRUSHED ROCK UNDER THE APRON TO AID IN GRADING FOR APRON PLACEMENT. CRUSHED ROCK IS INCIDENTAL. 1 2 3 4 52'2'2'1'1'GEOTEXTILE FILTER 2SECTION A-A SECTION B-B GRANULAR CUSHION RIPRAP GRANULAR FILTER 5 RIPRAP AT RCP OUTLET NTS EC400 2'1' MIN3' DEEP10'NATIVE MATERIAL 5'x10'x3' CONCRETE WASHOUT AREA 1' DEEP IMPERVIOUS CLAY LINER MINIMUM 10-MIL THICK PLASTIC SHEETING OR APPROVED EQUAL NOTES: CONTRACTOR SHALL INSTALL A SIGN INDICATING THE CONCRETE WASHOUT AREA. CONTRACTOR SHALL MAINTAIN WASHOUT AREA TO REMOVE MATERIALS BEYOND 75% CAPACITY. WASHOUT AREA SHALL NOT BE PLACED WITHIN 50' OF STORM DRAINS, OPEN DITCHES OR BODIES OF WATER. CONTRACTOR SHALL INSPECT WASHOUT AREA AS NECESSARY TO PREVENT LEAKS AND OVER TOPPING. WASHOUT AREA SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETE. CONCRETE WASHOUT NTS EC500 ENTRANCE WIDTH AS REQUIRED50' MINIMUMINPLACE SURFACE6" MINIMUM DEPTH OF 1" TO 2" CRUSHED ROCK OR SLASH MULCH LOOSEN AS NEEDED SO THAT ENTRANCE IS NOT COMPACTED, REPLACE/CLEAN AGGREGATE ONCE DIRTY MnDOT STANDARD SPECIFICATION 3733 TYPE V PERMEABLE GEOTEXTILE FABRIC BENEATH ROCK OR SLASH MULCH 18" HIGH (MIN) CUT OFF BERM TO MINIMIZE RUNOFF FROM LEAVING SITE EXTEND SILT FENCE FROM EITHER SIDE OF BERM AS NEEDED STABILIZED CONSTRUCTION EXIT NTS EC600 STAPLE DETAIL TERMINAL ENDBLANKET SIDE EDGE BLANKET ROLL END OVERLAP BLANKET SIDE OVERLAP ANCHOR TRENCH STAPLES STAPLE EVERY 12" FLOW DIRECTION 12" STAGGERED 1" MIN 6" TO 12"CENTER OF WATERWAY STAPLE 6" MIN STAPLE FLOW DIRECTION 6" MIN 4" STAGGERED1 ROW OF STAPLES 12" O.C.6"TAMP SOIL FIRMLY 6" 2 ROWS OF STAPLES 12" O.C. STAGGERED 2 ROWS OF STAPLES, STAGGERED 12" O.C. ALONG ROW SEAM SEAM ROW OFSTAPLESCOLUM N O F STAPL E S 4 1 4 5 3 2 2 NOTES: INSTALL EROSION CONTROL BLANKET (ECB) OVER WATERWAYS AS SHOWN IN THE STORM WATER POLLUTION PREVENTION PLAN. THE ECB SHALL CONFORM TO MnDOT STANDARD SPECIFICATIONS SECTION 3885. PREPARE SOIL PRIOR TO INSTALLING ECB, INCLUDING SEEDING AND FERTILIZING. THE ECB SHALL BE PLACED IN FIRM CONTACT WITH THE SOIL AND NOT BE ALLOWED TO BRIDGE OVER SURFACE IRREGULARITIES. THE MAT SHALL NOT BE STRETCHED. START LAYING THE MATS BY ROLLING CENTER MAT IN THE DIRECTION OF FLOW, CENTERED ON THE CENTERLINE OF WATERWAY. THERE SHALL NOT BE AN OVERLAP OF MATS AT THE CENTER OF THE WATERWAY. THE ECB SHALL BE ANCHORED, OVERLAPPED, AND STAPLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. IF NO MANUFACTURER'S INSTRUCTIONS ARE AVAILABLE, INSTALL THE MAT AS FOLLOWS. STAPLES SHALL BE "U" SHAPED, 0.12" DIAMETER WIRE OR GREATER (#11 GAUGE). (SEE STAPLE DETAIL FOR DIMENSIONS) BURY UPSTREAM END OF MAT IN A TRENCH 6" WIDE BY 6" DEEP AND STAPLED IN STAGGERED ROWS ACROSS THE WIDTH AS SHOWN IN DETAIL 1. C. FOR JOINING ENDS OF ROLLS, OVERLAP END OF UP SLOPE MAT A MINIMUM OF 6" OVER DOWN SLOPE MAT (SHINGLE STYLE). USE A DOUBLE ROW OF STAGGERED STAPLES 4" APART, AS SHOWN IN DETAIL 2. D. MATS ON SIDE SLOPES SHALL OVERLAP A MINIMUM OF 6" OVER THE MAT BELOW (SHINGLE STYLE). STAPLE OVERLAP AT 12" INTERVALS. (SEE DETAIL 3) E. THE OUTER EDGE ALONG SIDES OF THE MAT SHALL BE STAPLED EVERY 12". (SEE DETAIL 4) F. STAPLES ARE TO BE PLACED ALTERNATELY IN COLUMNS (IN THE DIRECTION OF THE WATERWAY) 2' APART AND IN ROWS (ACROSS THE WATERWAY) 3' APART THROUGHOUT THE AREA COVERED BY THE ECB. G. DOWNSTREAM (TERMINAL) END OF BLANKET SHALL BE STAPLED WITH A DOUBLE ROW OF STAGGERED STAPLES 12" APART. (SEE DETAIL 5) 1 2 3 4 5 CENTER OF WATERWAY 3 4 5 21 EROSION CONTROL BLANKET INSTALLATION NTS EC700 LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. BRADFORD PARK DEVELOPMENT SOUTH LENNAR HOMES 26553 - 4.1 SWPPP (PPLAT-SE) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 4.1 SWPPP (PPLAT-SE).DWG 35OF 10 - 2024/06/24 22-26553 10 SWPPP DETAILS ---- ---- 10 ELK RIVER MINNESOTA SWPPP DETAILS TTK TTK TJW, JDF Page 144 of 327 COUNTY HIGHWAY NO. 40OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLWW W W W W WW WWWWWWWWWWW WWWWWWWWWW W WWWWWWWWWWWW W W W W WWWWW W W W W W W W W IIIIIIIIIIIIIIIIIIIIICOUNTY HIGHWAY NO. 40WETWETWET890890900900910 9109209 2 092092092092 0920 9209209309309 3 0930 9 3 0930930 93093088488488688688888889289289489489689689889890290290490490690690890891291291491491491491491491691691691691 69189 1 8 918918918918 9 1 8922922922922922 9229229 2 4924924 9 2 4 9249269 2 6926926926 9269269 2 8 928 9289289289329329329329 3 4 9349369369009009 1 0 9109209209209209 2 0 92092092092093089 2 892894 894896896898898902902904904904904904904 904904904904 9 0 690690 8 9089129 1 2 912 91 491491 4914 9149 1 4 9 1 4 91491491691 6 916 9189 1 8 9189189189 2 2 922922922 922922922924924924926926926928932932932932932932932934934934934 890890890890900900 90 0 900910910910 9109109109209209209209209 2 0920 92088888889289 2892 892894894 896896 898898898898 9 0 2 902 902902904904904904 906906908 908912912912912912912 91291491491491491491 4 914916916916916916 916916916916916916916 9 1 89189189189189189 1 8 9 1 8 9229229249249269269269269 2 6 926890890 900 910920920 92092 0 93 0 93094094 0940 94088288288288288488488688688888889289289489489689689890290 2902 9049049049 0 4 9 0 4 906 908 9129149149169169169169 1 8 91891891892 2 9229249249269269289289289289329329349349369 3 6936 9369389 3 8 9 3 8938 9389 3 8938938938938942942 890900910 920920930930930 9309409408828848868888928948968989029 0 2 902904904904 90490490 6 9 0 8 9129149169189229 2 29249249269269289289289289289289329329349349349349369 3 6 93 8 9389429429 4 2942942 9429429429429429429 4 294294 29429429 4 2942942942880880 890 890900 900910920 930 930930 882882 884 884 886886888 888 892892 894 894896 896898 898902902 904904 9069069 0 6906906908912 912 912912912912 912 914 914 914 916918922924926 9289329 3 2 932 932 93293 2 932 932932932 89089 0 900 900 910 920 930 930 892892894 894896 896 898 898 90 2 9 0 2 902902904 904 90690690690 6 906906906906906 9069069 0 6 906 906908912 914914 9 1 4 91491 4 916 918 922 924 924 926 926926 926 928 928 932 932 932932 932932932932 93293293493 4 9349 3 4 890890 900 900910910920 9 2 0920920920 92 0 930 930930886 886 886886 888888 892 892 894 894 896 896 898 898 90290 290490490490 4 904904904 904904904 90 6 90 6 906906908 908 912 912914 9149169169189 1 8918 918 922 922922 922924924924 924 926926926 9 2 6926 926 92892893293 293293 2 9 3 2 932 934 9 3 4 93493493 4 934 936 9 3 6 89089090090091091 0910 920 9309 3 0 930 9309308848848868868888888928928948948968968988989029029049069 0 690690690690 6 906 9089129 1 2 912 914916 918 922 924926 928 932934936938 900910920920 920 9 2 0 92 0920 920 930940 94090290490490490 4904 906908912914914914914 9149149 1 4 916 916916916 91691 6 916 916 9 1 6 916916916 916 916 916 918 91 8 9 1 8 918 918 9189189 1 8 91891891891 8918918 91892292 2 922 924 924924924 924 926 926 926 928 928928928928 932 934 936936936 93 8 942942942 942 942 942942 942942942 920 920 9 2 0 920920920 920 920 93 0 9 3 0 940 94091 4 914 91491491 4 914914914914914916 916916 916918 918 922 922 92 2 922 92 2 92292 4 924924924 924 924 926 926 926 926 928 928 928 92 8 932934 936 936 936 936936936 936 938938 938 938938 938938 938 942 942944944 920 920920920920 920 92 0 9 2 0 920 9 2 0 920 920 920 914914 916 916 916916 918 918 918 918918 918918918 922 9229229249249249 2 49249249249 2 4 Electric Transmission Easement Per Doc. No. 122470 LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. BRADFORD PARK DEVELOPMENT SOUTH LENNAR HOMES 26553 - 5 EXIST (PPLAT-SE) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 5 EXIST (PPLAT-SE).DWG 35OF 11 - 2024/06/24 22-26553 11 EXISTING SITE & REMOVALS PLAN ---- ---- 11 ELK RIVER MINNESOTA EXISTING SITE & REMOVALS PLAN 0 SCALE IN FEET 60 120 TTK TTK TJW, JDF REMOVAL LEGEND SYMBOL DESCRIPTION REMOVE BITUMINOUS PAVEMENT REMOVE CONCRETE WALK REMOVE AGGREGATE SURFACING CLEAR AND GRUB TREES AND UNDERBRUSH REMOVE DECIDUOUS TREE (CLEAR AND GRUB) REMOVE CONIFEROUS TREE (CLEAR AND GRUB) CONTRACTOR SHALL VERIFY EXISTING PAVEMENT SECTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. PAVEMENT REMOVALS SHALL INCLUDE FULL DEPTH SAWCUT AND SECTION REMOVAL. WETLAND TO BE MITIGATED, TYP. TREE REMOVAL WATER EDGE, TYP. Page 145 of 327 FP100FP1 0 0 FP100FP100FP1 0 0 FP100 F P 1 0 0 FP100 FP100 FP100F P 1 0 0 FP 1 0 0 FP 1 0 0 FP100 FP100 FP100 FP100 FP 1 0 0 FP1 0 0 FP100FP100FP100FP100FP100WWWWWW W WWWWWWWWWWWWW WWWWWWWWWWWWW W W WW W W W W W W W W W W WW WWWETWETWETWETWETWETWET WET WE T WETWETWET WET WETWET WETWETWE T WETWET WE T WET WETWETWETWETWETWETWETWETWETWE T WET WET880880890890900 900910 920930930930 940878878 882882884884886886888888892892894 894896 896898898898 8989029 0 2 902902 904904904 90490490490 4904 90 6906906 9 0 8 912914916918922924926928928928 932 934934934 936938 9009109109109 2 0 92092 0 920920930940894 8968989029049049 0 4 90490 4 9069069069069069 0 6 90 6906 9 0 6 906906908 908908912912912914914914916916 9169 1 8 9189189229249269289 3 2932932 93493 6 9 3 8938938938 9 3 8 9009009009 1 0 9109 1 0910 9109 1 0 9109109109109109208988988 9 8898 8988988988988988988 9 8898898898898 9029029029049 0 6 9069069089089 0 8 9089089089 0 8 9089089129149169189 2 2 924924924900900900 910920 8 9 8 89 8 898898 8 9 8898 8988988 9 8898 89 8898 8 9 8898 898898898898 898898 8988988 9 8 8 9 8 89889889889889889889889889 8898898898898 9029049 0 6 9 0 89089 0 8 9089 0 8 9 12 9 1 4 916 91891891 8 9 0 0 91089 6 8 9 6 898898898898 8 9 8898 898898898898898 902904906 908912914916916 916918918 900910910 910 9109 1 0 91092092089689 68968968988988 9 889889889889889 8 8989029049 0 6 90890891291291 2 912914914916916918918922922924924880 880 890 890 900 900 900 878 878 882 882 884 884 886 886 888 888 892 892 894 894 896 896 8968 9 6 896 8968988988988988988988988 9 88988988988988988 9 8 898898 89 8898898898 8988 9 8 89889889889889889889889 8 8988988988 9 8 898 898 898898 898 898 898902 902902 904 904 904906 880 880 890 890 900 9 0 0 900 900 900 900 90 0 882 882 884 884 886 886 888 888 892 892 894 894 896 896 898898 898 89 8 898898 898898898898898898898898898898898898 898 898898 898 898902902 902 902 904904 904 904 904 904904 904 880880 890 900900 9 0 0900900 900 882882 884 886 888892894896 898898 8 9 8898898898898 89 8 898 8 9 8 898898 89 8 898902902902 902 9 0 4904904 904 906 906906906908 9 0 89089 0 8 908 908900910910920920 898898898898898898 898898 8989029029029029049049 0 6906906 9069069069069 0 6906 906 906 906908908 908 908 908 908908908 908 908 912 912914914916916918918922922 9009009009009 0 09009009009 0 09009009009 0 0 900 9 0 0 90090 0900900898898898 898 902 904 906 906 90 6 906906906906 90690690690690690 6 906906906906906 906906 910 910 920920 930 930 930 930 9029 0 2 9 0 4 904 9069069069 0 6906906 908 908912 912 914 914 916 916 918 918 9 2 2 924 9 2 6 928 932 932 9 3 2 932 934 9 3 4 93493493 4 934 936 9 3 6 920 930 914 91491491491491 6 916 916 916916916916918 918 9189 1 8 918 91891891891 8 918 918922924926928 932 934 936 938938938 WETWET WETWETWETWET WET FP100FP100FP100FP10 0 FP1 0 0 F P 1 0 0 FP100WWW WWWWWW W WWWWWWWWW WW W WWW W W W W WWWET WET WET WET WET WETWET8808808908909008 7 8 878 882882 884884886 886888 888892 892894 8948968989029 0 4904904 90 4 90490690890089889 8898 8988988988988988989029 0 2902 9029 0 2 9 0 2 9029029049049069069069 0 6 9 0 6 90690090091091089289289289 28928 9 2 894 89 4 896 896898898902 902 902904 904904904904906908 880 890900 900900900 874 876878 88288 2882 884886 888892 894 896 898 898 89889 8 898 898 898898 89889889889 8 8988988988 9 8898898 898 898898 898 898 89 8 898898 9029 0 2 LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. BRADFORD PARK DEVELOPMENT SOUTH LENNAR HOMES 26553 - 5 EXIST (PPLAT-SE) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 5 EXIST (PPLAT-SE).DWG 35OF 12 - 2024/06/24 22-26553 12 EXISTING SITE & REMOVALS PLAN ---- ---- 12 ELK RIVER MINNESOTA EXISTING SITE & REMOVALS PLAN 0 SCALE IN FEET 60 120 TTK TTK TJW, JDF WETLAND TO REMAIN TREE REMOVAL WETLAND TO BE MITIGATED, TYP. WATER EDGE, TYP. WATER EDGE, TYP. FEMA 100 YR FLOODPLAIN, TYP. Page 146 of 327 OHLOHLOHLOHLOHL OHLOHLOHLFP 1 0 0 FP100 FP100 FP100 FP100 FP 1 0 0 FP1 0 0 FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100 FP100 FP10 0 FP10 0 FP100FP100FP100FP100 FP100 FP100 FP100 FP10 0 FP10 0 FP100 FP100 W W W WWWW W W WW W W IIIIIIIIIIIIIIIIIIIICOUNTY HIGHWAY NO. 40WE T WETWET WE T WET WETWETWETWETWETWETWETWETWET WET WET WETWE T WET WETWET WET WETWETWETWETWE T WET WETWETWET WETWETWE T WET900900900910 910920 9208988988 9 8 8 9 8 89889889889889889889889889 8898898898 9029029049049069 0 6 9 0 89089 0 8 9089 0 8 9089 1 2 9129129129 1 4 914914 914916 91691891891 8 91892 2 922924 924926926928928 9009 0 0 9109109 2 0 920898898898898898898898898898898 902902904904904904906906 908908912912912912914914916916 916 916918918918 9189 0 0 900900900900900900 9009009009109109109109 1 0 91092092089689 6 8968968988989029029049049069 0 6 90890891291291 2 9129149149169169189189229229249249009009009009009 0 0 9109108968968 9 6896 89 6896896896896896896896896896 898898 89 889889 8898 8988988988988988988988988989029 0 2 90490490690690890891291291491490090089689689 6896896896 8968968968968968 9 6 896896896896896896896896 89689689689689689 6 89689689689689689689 689689 6896 896896896896 8968968968968 9 689689 6896 89689 6 8 9 6 89689689689 6896896 8968968968968 9 68968968968968968968 9 689689689689 6896 898898898900 89689 6 896896 896 896 896896896 8 9 6 898898898898898898898898 898898 8989 0 090090 09009009009009009 0 09009009009 0 09009009009 0 0 900 9 0 0 90090 0900 89 6896 89 6 89 6 896 898898 898898898 898 898 9009009009109109209 2 09209 2 0 896 8 9 6 8968 9 6 896 896896 8989029 0 2 90290490 4 904 906906 906906906 906906 908 908912 912 91 4 914 916 916 918 9189229 2 2 900910 89 8 8 9 8 898 898898898 90 2 904 906 90891291491491491491491 6 916 916 916916916916918 918 9189 1 8 918 91891891891 8 918 918 900900900 900 900900 90 0 900900910 920 896896 896 8988 9 8 89 8 898 898 902 904 906 908912914916 918 922 924 926926 926 926926926 926 928 928 90 0 910 920 8968 9 6896896 89 6896896 8988 9 889889 88988988 9 8 898 898902 904906906906908912914916918 922 922922 92 2 924924 924924 9 0 0 900 900910 8 9 6 896 8988988988 9 8898898898 89 8 898 898 898898898898898898898898 898898898902902902904 906 908 LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. BRADFORD PARK DEVELOPMENT SOUTH LENNAR HOMES 26553 - 5 EXIST (PPLAT-SE) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 5 EXIST (PPLAT-SE).DWG 35OF 13 - 2024/06/24 22-26553 13 EXISTING SITE & REMOVALS PLAN ---- ---- 13 ELK RIVER MINNESOTA EXISTING SITE & REMOVALS PLAN 0 SCALE IN FEET 60 120 TTK TTK TJW, JDF WETLAND TO REMAIN TREE REMOVAL WETLAND TO BE MITIGATED, TYP. FEMA 100 YR FLOODPLAIN, TYP. Page 147 of 327 COUNTY HIGHWAY NO. 40CSAH NO. 12 Electric Transmission Easement Per Doc. No. 122470 D&U E a s e m e n t Per D o c . N o . 6 1 8 6 4 4 Dr a i na g e E a s em e n tPer T i t l e C omm i tm e n t W W W W W W WWW WWW WWWWWWWWWW W WW W WWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWW WW WWWWWWWWWWWWWW W W WWWWWWW W W W W W W W W W W W W W WW W W W W W W W W W W W W W WWWWW WWWW W WW WWW WWW? Parcel 2 Wet Land Wet Land Wet Land Wet Land Wet Land Wet Lan dWet LandWet La n d Wet La n d Wet Land Wet LandWet Land SW Corner N 1/2 - SW 1/4 Sec. 36-33-26 Found 1/2" Capped Iron SW Corner Sec. 36-33-26 Found CIM W 1/4 Corner Sec. 36-33-26 Found 1 1/2" Iron NW Corner N 1/2 - SW 1/4 Sec. 36-33-26 Found 1/2" Iron SW Corner N 1/2 - SW 1/4 Sec. 36-33-26 Found 1/2" Capped Iron S1/4 Corner Sec. 36-33-26 Per Gov't Ties SE Corner Sec. 36-33-26 Found CIM NW Corner SW 1/4 - NE 1/4 Sec. 36-33-26 1/2" Iron (2) Capped 1/2 " Iron (3) RLS 43933 Iron Capped Iron RLS 13057 2" Alum Disk Iron Capped Iron RLS 13057 Iron RLS 13057 660 936660{James R. & Sharon K. Sweazey} Alum County Disk Iron RLS 13293 Iron RLS 13293 Iron RLS 13293 1" Iron RLS 8194Iron RLS 8797 Iron RLS 13072 Alum County Disk 825 60055075 Alum County Disk Iron RLS 23021 Iron Capped Iron RLS 23021 S89°15'25"E 1140.85 S00°10'01"E275.32N89°18'10"W 610.07 S00°10'01"E 660.08S89°18'10"E 610.07 S00°10'01"E 1347.63N00°21'48"W320.65N89°37'53"W 825.07 N89°28'17"W 2625.45 S89°15'25"E 1278.33 S00°03'59"E1326.83N00°21'48"W 727.71N89°37'53"W 2624.49N89°38'24"W 2625.11N00°22'24"W 2670.98S50°16'39"W 127.31N00°17'46"W 1254.64L =3 41.18 R =1161.3 5 Δ =16 °4 9 '5 6 " C .B r g =S 8 9 °51'3 7"W C .=3 3 9.9 6 N89°37'36"E 737.27 N00°22'24"W 518.90N89°37'36"E 443.76 N33°40'54"E 641.03N09°50'04"W334.87N75°50'5 4 " E 199.42 S89°37'53"E 431.97 N00°21'48"W 108.01 L =4 3 0.7 0 R =10 41.29 Δ =2 3 °41'5 6" C .B r g =S 8 7 °39'35"EC.=4 2 7.6 4 S75°48'37"E 62.42 S00°10'01"E 128.38 N89°37'53"W 1112.84 OUTLOT A OUTLOT C OUTLOT B OUTLOT F OUTLOT E OUTLOT D OUTLOT K 26553 PPLAT-SE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\SURVEY PRODUCTION DRAWINGS\26553 PPLAT-SE.DWGOF 14 - 2024/06/24 14 OVERALL PRELIMINARY PLAT ---- ---- 14 0 SCALE IN FEET 200 400 TK EXISTING LEGAL DESCRIPTION: (Per Title Commitment 01040-24113) The following property located in Section 36, Township 33, Range 26, Sherburne County, Minnesota: The South Half of the Northwest Quarter; the Southwest Quarter of the Northeast Quarter; the North Half of the Southwest Quarter; the Southwest Quarter of the Southeast Quarter; the Northwest Quarter of the Southeast Quarter; and the Northwest Quarter of the Southeast Quarter; excepting from the forgoing description the following described Parcel 1 and Parcel 2. Parcel 1: The East 660 feet of the South 660 feet of the North 936 feet of the Northwest Quarter of the Southeast Quarter of said Section 36. Parcel 2: The West 825 feet of the North 550 feet of the South 600 feet of the Southwest Quarter of the Southeast Quarter; together with that part of the East 75 feet of the Southeast Quarter of the Southwest Quarter lying South of the Westerly extension of the North line of said South 600 feet of the Southwest Quarter of the Southeast Quarter; all being part of Section 36, Township 33, Range 26. ALSO EXCEPT All that part of the South Half of the Northwest Quarter and that part of the North Half of the Southwest Quarter, all in Section 36, Township 33 North, Range 26 West, Sherburne County, Minnesota, described as follows: Beginning at the West Quarter corner of said Section 36; thence North 00 degrees 22 minutes 42 seconds West (assumed bearing) on the west line of said Northwest Quarter, 1329.37 feet to the northwest corner of the South Half of the Northwest Quarter of said Section 36; thence South 89 degrees 15 minutes 25 seconds East on the north line of said South Half of the Northwest Quarter, 1485.35 feet; thence South 09 degrees 50 minutes 04 seconds East, 334.87 feet; thence South 33 degrees 40 minutes 54 seconds West, 641.03 feet; thence South 89 degrees 37 minutes 36 seconds West, 443.76 feet; thence South 00 degrees 22 minutes 24 seconds East, 518.90 feet; thence South 89 degrees 37 minutes 36 seconds West, 737.27 feet to a point on the west line of the Southwest Quarter of said Section 36; thence North 00 degrees 22 minutes 24 seconds West on said west line, 79.88 feet to the point of beginning. OWNERS / DEVELOPERS: SURVEYOR: U.S. Home, LLC ISG 16305 36th Ave. North, Suite 600 7900 International Drive Suite 550 Plymouth, MN 55446 Minneapolis, MN 55425 952-426-0699 EXISTING PROPERTY: ZONED: R1D (Single Family Residential) BENCHMARK: Top nut fire hydrant located at the southwest quadrant of the intersection of Twin Lakes Parkway and 188th Avenue NW. Elev=950.10 (NAVD88) FLOOD ZONE: The surveyed premises shown on this survey map is in Flood Zones: AE (Base Flood Elevations determined); Flood Zone X (areas of 0.2% chance flood; areas of 1% annual chance floodplain with average depths of less than 1 foot or with drainage areas less than 1 square mile; and areas protected by levees from annual 1% chance flood); and Zone X (areas determined to be outside the 0.2% annual chance floodplain), according to Flood Insurance Rate Map Community Panel No. 27141C0395F, published by the Federal Emergency Management Agency, effective date November 16, 2011. Iron Monument Found Water's Edge Delineated Wet Land Line LEGEND W NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION.PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONI HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT 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. DATE LIC. NO.xxxx-xx-xx xxxxx BRADFORD PARK DEVELOPMENT SOUTH LENNAR HOMES 35 22-26553 ELK RIVER MINNESOTA OVERALL PRELIMINARY PLAT --- KH/MS SEC. 36, TWP. 33, RGE. 26 SITE VICINITY MAP (NOT TO SCALE) Sherburne County, Minnesota N NW 1/4NE 1/4SE 1/4SW 1/4 CSAH NO. 12 COUNTY HIGHWAY NO . 40Page 148 of 327 117 OUTLOT C 9 8 7 6 5 4 3 OUTLOT B 20 25 24 23 22 21 15 19 18 17 16 12 14 13 10 11 103 100 99 104 101 102 116 115 112 118 119 105 106 107 108 109 110 111 113 114 86 98 97 2 1 COUNTY HIGHWAY NO. 40W W W W W WWWWW W W W W W W W WWWWWWW WWWWWWW W W W W WW WWWWWWWWWWW WWWWW W WWWWWWWWWW W Iron Capped Iron RLS 13057 2" Alum Disk 26 8 6L=60Δ=34°38'0 8 "L=3 Δ=2°57'09" 21 0 77L=59Δ =58°37'03"151 14519340 198L=52Δ =51°03'59"130198 L=52Δ=51°03'59" 83 L=5 2 Δ=51°0 3 '5 9 " 13 08333 L=35 Δ=34°30'05" L= 3 6 Δ= 2 0 ° 2 9 ' 1 5 " 14 333 67L=25 Δ=14°08'53"4113 065 6513 0 10570L=135 Δ=7°56'52" 176L=129 Δ =7°3 8 '2 3 "14860 137L =2 5 2 Δ=2 4 9 °16'15"137L=60Δ=34°38'08"170237 71 L=36 Δ=8°56'44"9468 13062 31 L=23 Δ=3°40'15"13156 45 L =5 2Δ=8 °1 3 '2 1 "194105 L =5 2Δ=8 °1 3 '2 1 "2 5 8 1 2 8L=52Δ =8°13'21"1 3 0 353544L=63Δ=10°01'13"13 0 4420220 L=60 Δ=14°52'04" L=52 Δ=13°03'03"19075 L=6 Δ=1°36'18" 9 L=40 Δ=23°05'15"18256 L=20 Δ=11°32'52"L=34 Δ=33°27'48"16073 2 2 3 182 L=41 Δ=40°20'33" 164 17844 L=41 Δ=40°20'33" 191 6798L=41 Δ=40°20'33"18915 2 33L=41 Δ=40°20'33"2105513 0 L =5 5 Δ =5 4 °2 6 '15" L =6 0Δ=3 4 °3 8 '0 8 "9L=88 Δ=29°31'25"6755555513 068 13 055 13 055 13 055 13 055 14 3 42 5 232L=119Δ=29°31'25"L=60Δ=34°38'08"L =252Δ=249°16'15"45L=168 Δ =9°15 '0 7 "177 239L =2 4 1 Δ =38°21'31"98 30860 651 3 0 651 3 0 671 3 0 L=9 Δ=1°14'47"5641 130L=6 1 Δ =8°4 5 '4 6 "4141 130L =6 1 Δ =8 °4 5 '4 6 "41 34 13034 L=30 Δ=4°13'38" 39 65 13065 61 130L=36 Δ=6°52'02" 40 54 1 3 0 L =9 5 Δ =1 8 °1 0 '0 6"5713 0 14L=75Δ=14°18'00"6513 0 656513 0 656513 0 656513 0 6571L=134 Δ=7°27'16"1033312516381671362L =2 0 6 Δ =39°20'08"139 L=1 6 1 Δ =2 2 °5 9 '5 8 "260L=117 Δ =1 9 °4 5 '0 6 "9465651 3 065 651 3 0 1 3 04255260 NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION.PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONI HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT 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. DATE LIC. NO.xxxx-xx-xx xxxxx BRADFORD PARK DEVELOPMENT SOUTH LENNAR HOMES 26553 PPLAT-SE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\SURVEY PRODUCTION DRAWINGS\26553 PPLAT-SE.DWGOF - 2024/06/24 15 PRELIMINARY PLAT ---- ---- 15 Bituminous Surface Concrete Surface Gravel Surface Sanitary Sewer Line Storm Sewer Line Water Line Overhead Utility Line Water's Edge Wet Land Edge LEGEND > >>IOHL W X U Iron Monument Found Light Pole Transformer Utility Pedestal Utility Pole/Guy Wire Hydrant Water Valve Manhole/Catch Basin Post Sign Treeline Fence 15 35 22-26553 ELK RIVER MINNESOTA PRELIMINARY PLAT --- SEC. 36, TWP. 33, RGE. 26 SITE VICINITY MAP (NOT TO SCALE) Sherburne County, Minnesota N NW 1/4NE 1/4SE 1/4SW 1/4CSAH NO. 12 COUNTY HIGHWAY NO . 40Drainage and Utility Easements are shown thus: Being 5 feet in width and adjoining lot lines and being 10 feet in width and adjoining right - of - way lines and rear lot lines, unless otherwise indicated on the plat.1010105 5 Drainage and Utility Easement LinesSide Lot Lines Right-of-Way Line Rear Lot Line 0 SCALE IN FEET 60 120 TK KH/MS Page 149 of 327 36 35 3433 32 31 30 29 28 27 26 25 24 23 22 100 99 79 OUTLOT F 74 76 75 73 40 OUTLOT E 47 84 82 83 86 85 81 80 78 77 89 95 91 90 92 87 OUTLOT D 88 98 97 96 93 94 39 38 37 44 45 42 41 43 46 50 49 54 55 5648 57 W W W WW W W W W W W W W W W WWWWWWWW WWWWWWWW W WWWWWWWWWWWWW WWWWWWWet Land SW Corner N 1/2 - SW 1/4 Sec. 36-33-26 Found 1/2" Capped Iron Iron Capped Iron Capped Iron RLS 13057 {James R. & Sharon K. Sweazey} 71 L=36 Δ=8°56'44"9413062131 56 45 194105 1 2 8 1 3 0 651 3 0 L=9 Δ=1°14'47"56L=117 Δ =1 9 °4 5 '0 6 "94L=81Δ=20°16'37"L=60Δ=20°16'37"1 4 4 85 L=56Δ=12°18 ' 4 1 " 7 5 77L =5 6 Δ =3 2 °1 6 '3 1 "1 3 9 66 125353L=4 Δ=2°21'37"L=5 7 Δ=55°5 8 '0 4 "13 0 83L=52=51°03'59"L=13 Δ=7°28'06" L=47 Δ=27°10'01"191 3 065 1 3 065 1 3 0 6565651 3 065 8L 1 1 296 Δ14187 L =5 6 Δ =1 2 °2 5 '0 3 "1 1 3 162 621 3 168 767 5L=56Δ=16°05' 3 4 "109288L=60Δ=34°38'08"L=252150 89139L =1 8 L=35 Δ=7°41'30"31443130 8L=53Δ=11°34'22"130 4365130 6562130 L=2 Δ=0°26'11"63342130 L=125Δ=35°55'31"47130 13 L=99 Δ=28°14'3 2" 65130 65 65130 65 41 130L=25 Δ=7°04'25" 37 3 34 4 8 130L =58 Δ = 16°34'45" 4861130 100 L = 6 7Δ=1 9 ° 1 5 '2 3 " 6 114250 L=23 Δ=5°02'18"123L=7 Δ=2°05'08"142L=46 Δ=26°22'56" 21 66 45130L=4 9Δ=4 8 °1 0 '22"L=14 Δ=8°15'12" 45 74 130L=46 Δ =45°25'44 " 7474130L=46Δ=45°25' 4 4 "7 4 71130L=44 Δ=43°27'08" 13071 50 143L=23 Δ=13°22'31"L=49 Δ=48°21'57" 50 66 14029 L=37 Δ=21°15'37" 58 130L=45 Δ=12°45'54" 42 571 3 0 41L=45 Δ=12°55'51"651 3 0 65651 3 0 6565651 3 0 L =9 9Δ=1 6 °4 0 '1 5 "L=37 Δ=12°35'38" 49 1 3 042 L=18 Δ=3°04'50"531 3 055 551 3 055 55291 5 155 59611 7 355 5918178 140 5552L=3 Δ=0°50'50" 204 L=78Δ=26°26'57"1589 55 5519 130149L=22 Δ=4°54'36" 4013055 55130 16020L=45Δ=11°19'53"926216062 6216062 64160 L=3 Δ=0°39'54"59173L=56Δ=13°56'05"9711 218L=51Δ=12°41'48"12012 94 154L = 6 1 Δ = 1 3 ° 2 2'2 4 "149195 L = 5 1Δ = 1 1 °15'16"85165L=51Δ=11°15'16"4L=48Δ=10°33'35"79133 45 L=110Δ=31°34'34"136145 131 132L=54 Δ=15°29'00" L = 2 1 1 Δ=46°26'32"L=110Δ=27°17'47"20319939 96L=23 Δ=7°40'59"81L=81Δ=27°17'47"203357180L=1 1 0 Δ = 4 4°59'42"123L=34 Δ=7°24'21" 3095 149L =9 0 Δ =2 5 °4 1 '45"35770 123 260L=6 0 Δ=34°3 8 '0 8 " 36 L=19 Δ=18°25'22" 133 68L=143Δ=31°34'34"L = 1 5 7 Δ = 4 4°59'42" 180 L = 2 2 6 Δ = 6 4 °36'14"136L=6 0 Δ=34°3 8 '0 8 "L=252Δ=249°16'15"NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION.PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONI HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT 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. DATE LIC. NO.xxxx-xx-xx xxxxx BRADFORD PARK DEVELOPMENT SOUTH LENNAR HOMES 26553 PPLAT-SE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\SURVEY PRODUCTION DRAWINGS\26553 PPLAT-SE.DWGOF - 2024/06/24 16 PRELIMINARY PLAT ---- ---- 16 16 35 22-26553 ELK RIVER MINNESOTA PRELIMINARY PLAT --- 0 SCALE IN FEET 60 120 Bituminous Surface Concrete Surface Gravel Surface Sanitary Sewer Line Storm Sewer Line Water Line Overhead Utility Line Water's Edge Wet Land Edge LEGEND > >>IOHL W X U Iron Monument Found Light Pole Transformer Utility Pedestal Utility Pole/Guy Wire Hydrant Water Valve Manhole/Catch Basin Post Sign Treeline Fence SEC. 36, TWP. 33, RGE. 26 SITE VICINITY MAP (NOT TO SCALE) Sherburne County, Minnesota N NW 1/4NE 1/4SE 1/4SW 1/4CSAH NO. 12 COUNTY HIGHWAY NO . 40Drainage and Utility Easements are shown thus: Being 5 feet in width and adjoining lot lines and being 10 feet in width and adjoining right - of - way lines and rear lot lines, unless otherwise indicated on the plat.1010105 5 Drainage and Utility Easement LinesSide Lot Lines Right-of-Way Line Rear Lot Line TK KH/MS Page 150 of 327 71 67687069 74 76 75 73 64 47 58 60 72 78 77 44 45 42 41 43 46 51 50 49 52 53 54 55 5648 57 59 61 62 63 6665 728W W W WW W W W W W WWWWet Land Wet Land SW Corner N 1/2 - SW 1/4 Sec. 36-33-26 Found 1/2" Capped Iron Iron Capped Iron RLS 13057 Iron RLS 13293 1" Iron RLS 8194 Iron RLS 8797 OUTLOT F 1 4 4 85 L=56Δ=12°18 ' 4 1 " 7 5 77L =5 6 Δ =3 2 °1 6 '3 1 "1 3 9 66 125353 L=4 Δ=2°21'37"L=5 7 Δ=55°5 8 '0 4 "13 0 8383L=52Δ=51°03'59"130 83 83 L = 5 2Δ=5 1 ° 0 3'59"1304646130L=50Δ =49°00'57"L=13 Δ=7°28'06" 1 4 2 69L=47 Δ=27°10'01"191 3 0 65651 3 065 1 3 0 1516565651 3 0 65651 3 08L=1 3 8 Δ =3 9 °2 6 '4 4 "95L=60Δ=34°38'08"L=12 Δ=11°32'22" 24 1 1 2 L=77Δ=76°10'29"13083 83 L=52 Δ=51°03'5 9 "1308383 L =52Δ =5 1 °03'59"130 6868L=60Δ=59°25'25"L=25 Δ=14°19'26" 76 70130L=35 Δ=20°18'42"9582 70 13070 13070 82 1308315068 1506815156 5615256 5615256 5615368 68154L=6 8 Δ =1 4 °5 6 '0 1"173116 96L =5 7 Δ =1 2 °3 3 '0 5 "14187L =5 6 Δ =12 °2 5 '0 3 "1 1 3 162 621 3 168 767 5L=56Δ=16°05' 3 4 " 153L=60Δ=34°38'08" L =2 52 Δ=2 4 9 °1 6 '15"304 60304 109288L=60Δ=34°38'08"L=252Δ=24 9 °16'15" 150 L=43 Δ=42°09'16"89139L=143Δ=31°34'34"L=110Δ=31°34' 3 4 " L =1 8 1 Δ =3 9 °5 4 '1 0 " 130 L=35 Δ=7°41'30"31443130 8L=53Δ=11°34'22"130 4365130 6562130 L=2 Δ=0°26'11"63342130 L=125Δ=35°55'31"47130 L=99 3 2" 651306513041 3 34 4 8 48 5 1 1 ° 1 5'16" 165L=51Δ=11°15'16"4L=48Δ=10°33'35"79L=110Δ=31°34'34"136145 131 132L=54 Δ=15°29'00" 2 1 1 Δ=46°26'32"133 68L=143Δ=31°34'34"= 2 2 6 Δ = 6 4 °36'14"136NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION.PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONI HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT 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. DATE LIC. NO.xxxx-xx-xx xxxxx BRADFORD PARK DEVELOPMENT SOUTH LENNAR HOMES 26553 PPLAT-SE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\SURVEY PRODUCTION DRAWINGS\26553 PPLAT-SE.DWGOF - 2024/06/24 17 PRELIMINARY PLAT ---- ---- 17 0 SCALE IN FEET 60 120 17 35 22-26553 ELK RIVER MINNESOTA PRELIMINARY PLAT --- Bituminous Surface Concrete Surface Gravel Surface Sanitary Sewer Line Storm Sewer Line Water Line Overhead Utility Line Water's Edge Wet Land Edge LEGEND > >>IOHL W X U Iron Monument Found Light Pole Transformer Utility Pedestal Utility Pole/Guy Wire Hydrant Water Valve Manhole/Catch Basin Post Sign Treeline Fence SEC. 36, TWP. 33, RGE. 26 SITE VICINITY MAP (NOT TO SCALE) Sherburne County, Minnesota N NW 1/4NE 1/4SE 1/4SW 1/4CSAH NO. 12 COUNTY HIGHWAY NO . 40Drainage and Utility Easements are shown thus: Being 5 feet in width and adjoining lot lines and being 10 feet in width and adjoining right - of - way lines and rear lot lines, unless otherwise indicated on the plat.1010105 5 Drainage and Utility Easement LinesSide Lot Lines Right-of-Way Line Rear Lot Line TK KH/MS Page 151 of 327 GRANT ST 186TH CIR 185 T H A V E 117 OUTLOT C 9 8 7 6 5 4 3 OUTLOT B 20 25 24 23 22 21 15 19 18 17 16 12 14 13 10 11 103 100 99 104 101 102 116 115 112 118 119 105 106 107 108 109 110 111 113 114 86 98 97 2 1 ROAD HROAD H BASIN P 100 YR HWL = 908.36 BASIN Q 100 YR HWL = 917.28 R O A D M XXXBASIN R 100 YR HWL = 918.26 COUNTY HIGHWAY NO. 40OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLWW W W W W WW WWWWWWWWWWW WWWWWWWWWW W WWWWWWWWWWWW W W W W WWWWW W W W W W W W W COUNTY HIGHWAY NO. 40LS Electric Transmission Easement Per Doc. No. 122470 LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. BRADFORD PARK DEVELOPMENT SOUTH LENNAR HOMES 26553 - 6 PRO SITE (PPLAT-SE) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 6 PRO SITE (PPLAT-SE).DWG 35OF 18 - 2024/06/24 22-26553 18 SITE PLAN ---- ---- 18 ELK RIVER MINNESOTA SITE PLAN 0 SCALE IN FEET 60 120 TTK TTK TJW, JDF 8' BITUMINOUS TRAIL LOT LINE, TYP. BUILDING SETBACK, TYP. BUILDING PAD, TYP. POTENTIAL DRIVEWAY LOCATION (FINAL LOCATION TO BE PROVIDED WITH LOT CERTIFICATION) POTENTIAL REAR DECK, TYP. PAVEMENT LEGEND SYMBOL DESCRIPTION BITUMINOUS PAVEMENT CONCRETE WALK R45'R58' R45' R58' RETAINING WALL (MAX HEIGHT 4 FT) RETAINING WALL WITH FENCE (MAX HEIGHT 4 FT) WATER EDGE, TYP. 185TH AVE THROUGH DEVELOPMENT APPROVED WITH "BRADFORD PARK DEVELOPMENT" PRELIMINARY PLAT TURN LANE/BYPASS LANE APPROVED WITH "BRADFORD PARK DEVELOPMENT" PRELIMINARY PLAT POTENTIAL MONUMENT LOCATION Page 152 of 327 36 35 3433 32 31 30 29 28 27 26 25 24 23 22 100 99 79 OUTLOT F 74 76 75 73 40 OUTLOT E 47 84 82 83 86 85 81 80 78 77 89 95 91 90 92 87 OUTLOT D 88 98 97 96 93 94 39 38 37 44 45 42 41 43 46 50 49 54 55 5648 57 ROAD H BASIN W 100 YR HWL = 904.08 BASIN X 100 YR HWL = 904.86 BASIN T 100 YR HWL = 915.00ROAD LXXXBASIN S 100 YR HWL = 915.01 FP100FP1 0 0 FP100FP100FP1 0 0 FP100 F P 1 0 0 FP100 FP100 FP100F P 1 0 0 FP 1 0 0 FP 1 0 0 FP100 FP100 FP100 FP100 FP 1 0 0 FP1 0 0 FP100FP100FP100FP100FP100WWWWWW W WWWWWWWWWWWWW WWWWWWWWWWWWW W W WW W W W W W W W W W W WW WWWET WET WE T WETWETWET WET WETWET WETWETWE T WETWET WE T WET WETWETWETWETWETWET WETWETWETWET WET FP100FP100FP100FP10 0 FP1 0 0 F P 1 0 0 FP100WWW WWWWWW W WWWWWWWWW WW W WWW W W W W WWWET WET WET WET WET LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. BRADFORD PARK DEVELOPMENT SOUTH LENNAR HOMES 26553 - 6 PRO SITE (PPLAT-SE) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 6 PRO SITE (PPLAT-SE).DWG 35OF 19 - 2024/06/24 22-26553 19 SITE PLAN ---- ---- 19 ELK RIVER MINNESOTA SITE PLAN 0 SCALE IN FEET 60 120 TTK TTK TJW, JDF LOT LINE, TYP. BUILDING SETBACK, TYP. BUILDING PAD, TYP. POTENTIAL DRIVEWAY LOCATION (FINAL LOCATION TO BE PROVIDED WITH LOT CERTIFICATION) POTENTIAL REAR DECK, TYP. 25' WETLAND BUFFER, TYP. FEMA 100 YR FLOODPLAIN, TYP. 8' BITUMINOUS TRAIL 8' BITUMINOUS TRAIL RETAINING WALL (MAX HEIGHT 4 FT) RETAINING WALL WITH FENCE (MAX HEIGHT 4 FT) R45' R58' R45' R58' WATER EDGE, TYP. WATER EDGE, TYP. PAVEMENT LEGEND SYMBOL DESCRIPTION BITUMINOUS PAVEMENT CONCRETE WALK Page 153 of 327 71 67687069 OUTLOT F 74 76 75 73 64 47 58 60 72 78 77 44 45 42 41 43 46 51 50 49 52 53 54 55 5648 57 59 61 62 63 6665 BASIN U 100 YR HWL = 904.47 BASIN T 100 YR HWL = 915.00 BASIN V NWL = 901.00 100 YR HWL = 903.69 OHLOHLOHLOHLOHL OHLOHLOHLFP 1 0 0 FP100 FP100 FP100 FP100 FP 1 0 0 FP1 0 0 FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100 FP100 FP10 0 FP10 0 FP100FP100FP100FP100 FP100 FP100 FP100 FP10 0 FP10 0 FP100 FP100 W W W WWWW W W WW W W COUNTY HIGHWAY NO. 40WE T WETWET WE T WET WETWETWETWETWETWETWETWETWET WET WET WETWE T WET WETWET WET WETLIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. BRADFORD PARK DEVELOPMENT SOUTH LENNAR HOMES 26553 - 6 PRO SITE (PPLAT-SE) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 6 PRO SITE (PPLAT-SE).DWG 35OF 20 - 2024/06/24 22-26553 20 SITE PLAN ---- ---- 20 ELK RIVER MINNESOTA SITE PLAN 0 SCALE IN FEET 60 120 TTK TTK TJW, JDF LOT LINE, TYP. BUILDING SETBACK, TYP. BUILDING PAD, TYP. POTENTIAL DRIVEWAY LOCATION (FINAL LOCATION TO BE PROVIDED WITH LOT CERTIFICATION) POTENTIAL REAR DECK, TYP. 25' WETLAND BUFFER, TYP.FEMA 100 YR FLOODPLAIN, TYP. RETAINING WALL (MAX HEIGHT 4 FT) R58' R45' R58' R45' PAVEMENT LEGEND SYMBOL DESCRIPTION BITUMINOUS PAVEMENT CONCRETE WALK Page 154 of 327 GRANT ST 186TH CIR 185 T H A V E BASIN O 100 YR HWL = 914.49 BASIN L 100 YR HWL = 911.05 311 312 313 204 207 210 208 205 206 212 213 214 215 216 236 234 235 211209 314 310 309 308 307 117 OUTLOT C 9 8 7 6 5 4 3 OUTLOT B 20 25 24 23 22 21 15 19 18 17 16 12 14 13 10 11 103 100 99 104 101 102 116 115 112 118 119 105 106 107 108 109 110 111 113 114 86 98 97 2 1 ROAD HROAD H BASIN P 100 YR HWL = 908.36 BASIN Q 100 YR HWL = 917.28 R O A D M XXXBASIN R 100 YR HWL = 918.26 COUNTY HIGHWAY NO. 40OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLWW W W W W WW WWWWWWWWWWW WWWWWWWWWW W WWWWWWWWWWWW W W W W WWWWW W W W W W W W W IIIIIIIIIIIIIIIIIIIIICOUNTY HIGHWAY NO. 40I I I I I I>>>>LSII>II>II>II>II>II>II>II>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIIIIIIIII I I>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>>IIIIIIIIIIIIIII>>>>>>>>>>>>>IIIIIIIIIIIIIIIIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>> > I I I >>>>> > S-16 S-15 S-18 S-14 S-17 S-5 S-4 S-6 S-3 S-7 S-13 S-8 S-2 S-12 LS-1 S-1 SP-3 (8" @ 0.40%)SP-1 (8" @ 0.40%)SP-13 (8" @ 5.00%)SP-9 (8" @ 0.40%) SP-8 (8" @ 0.40%) SP-6 (8 " @ 0. 4 0 %) SP-5 (8" @ 0.40 %) SP-7 (8" @ 0.40%)SP-4 (8" @ 0.40%)SP-2 (8" @ 0.40%)SP-18 (8" @ 5.00%)SP-17 (8 " @ 5 .00% ) SP-16 (8" @ 5.00%) SP-15 ( 8 " @ 5 . 0 0 % ) SP- 1 4 ( 8 " @ 5 . 0 0 % )SP-12 (8" @ 5.00%)LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. BRADFORD PARK DEVELOPMENT SOUTH LENNAR HOMES 26553 - 7 UTILITY SAN-WTR (PPLAT-SE) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 7 UTILITY SAN-WTR (PPLAT-SE).DWG 35OF 21 - 2024/06/24 22-26553 21 UTILITY PLAN ---- ---- 21 ELK RIVER MINNESOTA UTILITY PLAN 0 SCALE IN FEET 60 120 TTK TTK TJW, JDF ℄ STREET XX LOT NUMBER LOT INFORMATION (NOT TO SCALE) 1-IN WATER SERVICE 4-IN SAN. SERVICE UTILITY LEGEND EXISTING PROPOSED STORM DRAIN SANITARY SEWER SANITARY SEWER FORCEMAIN WATER MAIN NOTE: CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. >>>> >><IIII>II8" WATERMAIN 8" WATERMAIN 8" WATERMAIN 8" WATERMAIN HYDRANT AND VALVE HYDRANT AND VALVE HYDRANT AND VALVE HYDRANT AND VALVE HYDRANT AND VALVE HYDRANT AND VALVE V V-1 FORCEMAIN STORM SEWER, TYP. HYDRANT AND VALVE 8" WATERMAIN 8" HDPE WATERMAIN LOOP 8" HDPE WATERMAIN LOOP 185TH AVE THROUGH DEVELOPMENT APPROVED WITH "BRADFORD PARK DEVELOPMENT" PRELIMINARY PLAT Page 155 of 327 36 35 3433 32 31 30 29 28 27 26 25 24 23 22 100 99 79 OUTLOT F 74 76 75 73 40 OUTLOT E 47 84 82 83 86 85 81 80 78 77 89 95 91 90 92 87 OUTLOT D 88 98 97 96 93 94 39 38 37 44 45 42 41 43 46 50 49 54 55 5648 57 ROAD H BASIN W 100 YR HWL = 904.08 BASIN X 100 YR HWL = 904.86 BASIN T 100 YR HWL = 915.00ROAD LXXXBASIN S 100 YR HWL = 915.01 FP100FP1 0 0 FP100FP100FP1 0 0 FP100 F P 1 0 0 FP100 FP100 FP100F P 1 0 0 FP 1 0 0 FP 1 0 0 FP100 FP100 FP100 FP100 FP 1 0 0 FP1 0 0 FP100FP100FP100FP100FP100WWWWWW W WWWWWWWWWWWWW WWWWWWWWWWWWW W W WW W W W W W W W W W W WW WWWET WET WE T WETWETWET WET WETWET WETWETWE T WETWET WE T WET WETWETWETWET>>>>>>>>>>>>>>>>>>IIIIIIIIIII I I I I III I I IIIIIII>>> >>>>>>>>>> >>>>>>>I I IIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIII I S-18 S-17 S-19 S-20 S-21 S-8 S-10 S-24 S-23 S-36 S-22 S-25 S-9 S-26 S-27 S-28 S-29 S-30 S-31 S-32 S-33 S-34 S-11 SP-11 (8 " @ 2. 0 0 % )SP-10 (8" @ 0.40 %)SP-9 (8" @ 0.40%) SP-37 ( 8" @ 0.40 %)SP-36 (8" @ 0.40 %)SP-35 (8" @ 1.00 %) SP-34 (8" @ 0.40%) SP-33 (8" @ 0.40%) SP-32 (8" @ 0.40%)SP-31 (8" @ 0.40%)SP-30 (8" @ 0.40%) SP-26 (8" @ 0.40%) SP-25 ( 8 " @ 0 . 4 0 % ) SP-24 (8" @ 0.40%) SP-23 (8" @ 0.40%)SP- 2 2 ( 8 " @ 0 .4 0% ) SP-28 (8" @ 0.40%) SP-27 (8" @ 0.40%) SP-29 (8" @ 0.40%) SP-21 (8" @ 0.50%)SP-19 (8" @ 5.00%)SP-18 (8" @ 5.00%)SP-17 (8 " @ 5 .00% ) SP-20 (8" @ 1.00%)WETWET WETWETWETWET WET FP100FP100FP100FP10 0 FP1 0 0 F P 1 0 0 FP100WWW WWWWWW W WWWWWWWWW WW W WWW W W W W WWWET WET WET WET WET LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. BRADFORD PARK DEVELOPMENT SOUTH LENNAR HOMES 26553 - 7 UTILITY SAN-WTR (PPLAT-SE) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 7 UTILITY SAN-WTR (PPLAT-SE).DWG 35OF 22 - 2024/06/24 22-26553 22 UTILITY PLAN ---- ---- 22 ELK RIVER MINNESOTA UTILITY PLAN 0 SCALE IN FEET 60 120 TTK TTK TJW, JDF 8" WATERMAIN 8" WATERMAIN 8" WATERMAIN 8" WATERMAIN HYDRANT AND VALVE HYDRANT AND VALVE HYDRANT AND VALVE HYDRANT AND VALVE HYDRANT AND VALVE HYDRANT AND VALVE STORM SEWER, TYP. ℄ STREET XX LOT NUMBER LOT INFORMATION (NOT TO SCALE) 1-IN WATER SERVICE 4-IN SAN. SERVICE UTILITY LEGEND EXISTING PROPOSED STORM DRAIN SANITARY SEWER SANITARY SEWER FORCEMAIN WATER MAIN NOTE: CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. >>>> >><IIII>II8" WATERMAIN 8" WATERMAIN 8" WATERMAIN 8" HDPE WATERMAIN LOOP Page 156 of 327 71 67687069 OUTLOT F 74 76 75 73 64 47 58 60 72 78 77 44 45 42 41 43 46 51 50 49 52 53 54 55 5648 57 59 61 62 63 6665 BASIN U 100 YR HWL = 904.47 BASIN T 100 YR HWL = 915.00 BASIN V NWL = 901.00 100 YR HWL = 903.69 OHLOHLOHLOHLOHL OHLOHLOHLFP 1 0 0 FP100 FP100 FP100 FP100 FP 1 0 0 FP1 0 0 FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100 FP100 FP10 0 FP10 0 FP100FP100FP100FP100 FP100 FP100 FP100 FP10 0 FP10 0 FP100 FP100 W W W WWWW W W WW W W IIIIIIIIIIIIIIIIIIIICOUNTY HIGHWAY NO. 40WE T WETWET WE T WET WETWETWETWETWETWETWETWETWET WET WET WETWE T WET WETWET WET WET>>>>>>>>>>>>>>III I I IIIIIIIIIIIIII I I I I I >>>>>>>>>>>>>>>>>>> >>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>I II IIIIIIII S-40 S-38 S-37 S-36 S-28 S-29 S-30 S-31 S-32 S-33 S-34 S-41 S-35 S-39 SP-39 (8" @ 0.40%) SP-38 (8" @ 0.40% ) SP-37 (8" @ 0. 4 0 %)SP-36 (8" @ 0.40 %)SP-35 (8" @ 1.00 %)SP-41 (8" @ 1.00%)SP-40 (8" @ 5.00%)SP-34 (8" @ 0.40%) SP-33 (8" @ 0.40%) SP-32 (8" @ 0.40%)SP-31 (8" @ 0.40%)SP-30 (8" @ 0.40%) SP-29 (8" @ 0.40%) LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. BRADFORD PARK DEVELOPMENT SOUTH LENNAR HOMES 26553 - 7 UTILITY SAN-WTR (PPLAT-SE) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 7 UTILITY SAN-WTR (PPLAT-SE).DWG 35OF 23 - 2024/06/24 22-26553 23 UTILITY PLAN ---- ---- 23 ELK RIVER MINNESOTA UTILITY PLAN 0 SCALE IN FEET 60 120 TTK TTK TJW, JDF EXISTING 16" WATERMAIN HYDRANT AND VALVE 8" WATERMAIN 8" WATERMAIN HYDRANT AND VALVE HYDRANT AND VALVE HYDRANT AND VALVE HYDRANT AND VALVE HYDRANT AND VALVE ℄ STREET XX LOT NUMBER LOT INFORMATION (NOT TO SCALE) 1-IN WATER SERVICE 4-IN SAN. SERVICE UTILITY LEGEND EXISTING PROPOSED STORM DRAIN SANITARY SEWER SANITARY SEWER FORCEMAIN WATER MAIN NOTE: CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. >>>> >><IIII>IIHYDRANT AND VALVE 8" WATERMAIN 8" WATERMAIN 8" WATERMAIN 8" WATERMAIN STORM SEWER, TYP. 8" HDPE WATERMAIN LOOP Page 157 of 327 GRANT ST 186TH CIR 185 T H A V E 117 OUTLOT C 9 8 7 6 5 4 3 OUTLOT B 20 25 24 23 22 21 15 19 18 17 16 12 14 13 10 11 103 100 99 104 101 102 116 115 112 118 119 105 106 107 108 109 110 111 113 114 86 98 97 2 1 ROAD HROAD H BASIN P 100 YR HWL = 908.36 BASIN Q 100 YR HWL = 917.28 R O A D M XXXBASIN R 100 YR HWL = 918.26 COUNTY HIGHWAY NO. 40WW W W W W WW WWWWWWWWWWW WWWWWWWWWW W WWWWWWWWWWWW W W W W WWWWW W W W W W W W W COUNTY HIGHWAY NO. 40890890900900910 9109209 2 092092092092 0920 9209209309309 3 0930 9 3 0930930 93093088488488688688888889289289489489689689889890290290490490690690890891291291491491491491491491691691691691 69189 1 8 918918918918 9 1 8922922922922922 9229229 2 4924924 9 2 4 9249269 2 6926926926 9269269 2 8 928 9289289289329329329329 3 4 9349369369009009 1 0 9109209209209209 2 0 92092092092093089 2 892894 894896896898898902902904904904904904904 904904904904 9 0 690690 8 9089129 1 2 912 91 491491 4914 9149 1 4 9 1 4 91491491691 6 916 9189 1 8 9189189189 2 2 922922922 922922922924924924926926926928932932932932932932932934934934934 890890890890900900 90 0 900910910910 9109109109209209209209209 2 0920 92088888889289 2892 892894894 896896 898898898898 9 0 2 902 902902904904904904 906906908 908912912912912912912 91291491491491491491 4 914916916916916916 916916916916916916916 9 1 89189189189189189 1 8 9 1 8 9229229249249269269269269 2 6 926890890 900 910920920 92092 0 93 0 93094094 0940 94088288288288288488488688688888889289289489489689689890290 2902 9049049049 0 4 9 0 4 906 908 9129149149169169169169 1 8 91891891892 2 9229249249269269289289289289329329349349369 3 6936 9369389 3 8 9 3 8938 9389 3 8938938938938942942 890900910 920920930930930 9309409408828848868888928948968989029 0 2 902904904904 90490490 6 9 0 8 9129149169189229 2 29249249269269289289289289289289329329349349349349369 3 6 93 8 9389429429 4 2942942 9429429429429429429 4 294294 29429429 4 2942942942880880 890 890900 900910920 930 930930 882882 884 884 886886888 888 892892 894 894896 896898 898902902 904904 9069069 0 6906906908912 912 912912912912 912 914 914 914 916918922924926 9289329 3 2 932 932 93293 2 932 932932932 89089 0 900 900 910 920 930 930 892892894 894896 896 898 898 90 2 9 0 2 902902904 904 90690690690 6 906906906906906 9069069 0 6 906 906908912 914914 9 1 4 91491 4 916 918 922 924 924 926 926926 926 928 928 932 932 932932 932932932932 93293293493 4 9349 3 4 890890 900 900910910920 9 2 0920920920 92 0 930 930930886 886 886886 888888 892 892 894 894 896 896 898 898 90290 290490490490 4 904904904 904904904 90 6 90 6 906906908 908 912 912914 9149169169189 1 8918 918 922 922922 922924924924 924 926926926 9 2 6926 926 92892893293 293293 2 9 3 2 932 934 9 3 4 93493493 4 934 936 9 3 6 89089090090091091 0910 920 9309 3 0 930 9309308848848868868888888928928948948968968988989029029049069 0 690690690690 6 906 9089129 1 2 912 914916 918 922 924926 928 932934936938 900910920920 920 9 2 0 92 0920 920 930940 94090290490490490 4904 906908912914914914914 9149149 1 4 916 916916916 91691 6 916 916 9 1 6 916916916 916 916 916 918 91 8 9 1 8 918 918 9189189 1 8 91891891891 8918918 91892292 2 922 924 924924924 924 926 926 926 928 928928928928 932 934 936936936 93 8 942942942 942 942 942942 942942942 920 920 9 2 0 920920920 920 920 93 0 9 3 0 940 94091 4 914 91491491 4 914914914914914916 916916 916918 918 922 922 92 2 922 92 2 92292 4 924924924 924 924 926 926 926 926 928 928 928 92 8 932934 936 936 936 936936936 936 938938 938 938938 938938 938 942 942944944 920 920920920920 920 92 0 9 2 0 920 9 2 0 920 920 920 914914 916 916 916916 918 918 918 918918 918918918 922 9229229249249249 2 49249249249 2 4 LS 924 924926920 912 912914 914914914916918 922924926 9109109209209089089129129149149169169189189229 2 2 9249109109 1 2 912914916916900896898 902 904 906 900 898 902 904 906 917.80908.66916.17908.77919.42909.06921.10910.79922.59910.809 2 3 . 4 3914.12921.04930.94923.90923.05926.36922.09923.85920.24926.30916.049 0 8 . 3 1 909.00909.55911.159 1 2 . 8 5 914.44916.83917.24916.67915.55914.28913.08912.03910.75909.45919.87921.17922.44923.57924.719 2 5 . 9 2 927.04927.69927.29925.67924.06922.43920.81919.18915.79916.52918.22919.77920.33921.71923.53925.20925.85927.39927.61927.86928.01927.37926.489 2 5 . 8 7 922.77922.309 3 1 . 5 6 9 3 1 . 1 6 9 2 5 . 9 9 927.22939.29938.02939.439 3 9 . 7 2 9 4 1 . 1 0 942.10943.63931.84929.49928.49926.70926.21926.08919.83917.34918.44919.849 2 1 . 2 4 922.54927.739 3 0 . 7 1 925.80927.20932.01932.92934.07934.969 3 5 . 5 1 936.06935.83935.28934.51927.49HP9 2 5 . 2 1 934.77922.43908.25907.45907.28918.63922.34931.53WO WO WO FB FB FB FBFBRGE = 911.70RGE = 912.90RGE = 914.20RGE = 934.30RGE = 9 2 9. 2 0 RGE = 9 2 9. 9 0 RGE = 925.90RGE = 924.40LFE = 912.20LFE = 913.40GFE = 921.10LFE = 914.70GFE = 922.40GFE = 934.50LFE = 926.80GFE = 923.50LFE = 915.80GFE = 924.60LFE = 916.90GFE = 926.10LFE = 918.40 FB FBFBFBFB FB FB FB FB LOWOW O WO WO FBFBFBFBFBWO WO WO WO WO WO WO WOWOWOWOWOWOWOWOWOWOWO LO FBFBFBRGE = 924.80RGE = 925.10RGE = 926 .00 RGE = 9 2 1 . 2 0 RGE = 916.50RGE = 915.60RGE = 914.10RGE = 912.30RGE = 910.70RGE = 911.40RGE = 920.50RGE = 920.30RGE = 920.70 RGE = 9 2 0. 7 0 RGE = 9 1 7. 8 0 RGE = 916.60 RGE = 9 3 0. 3 0 RGE = 930.20RGE = 929.80RGE = 929.10RGE = 9 3 3 . 1 0 RGE = 934.10 RGE = 935.90 RGE = 937.4 0 RGE = 9 3 7. 7 0 RGE = 933.40RGE = 930.50R G E = 9 3 0 . 0 0 RGE = 929.40 RGE = 928.10 RGE = 915.50LFE = 916.00GFE = 923.70RGE = 9 2 0. 1 0 RGE = 9 1 9. 0 0 RGE = 913.00RGE = 914.60RGE = 916.30RGE = 917.90RGE = 921.90RGE = 923.30RGE = 924.60RGE = 926.00GFE = 925.00LFE = 917.30GFE = 925.30LFE = 917.60LFE = 918 .50GFE = 926 .20 LFE = 9 1 8 . 5 0 GFE = 9 2 6 . 2 0 LFE = 917.00 GFE = 924.70LFE = 916.10GFE = 923.80LFE = 914.60GFE = 922.30LFE = 912.80GFE = 920.50LFE = 911.20GFE = 918.90LFE = 911.90GFE = 919.60LFE = 913.50GFE = 921.20LFE = 915.10GFE = 922.80LFE = 916.80GFE = 924.50LFE = 918.40GFE = 926.10LFE = 920.80GFE = 928.50LFE = 921.20GFE = 928.90 LFE = 9 2 1. 2 0 GFE = 9 2 8. 9 0 LFE = 9 2 0. 6 0 GFE = 9 2 8. 3 0 LFE = 9 1 9. 5 0 GFE = 9 2 7. 2 0 LFE = 9 1 8. 3 0 GFE = 9 2 6. 0 0 LFE = 917.10GFE = 924.80 GFE = 9 2 9. 4 0 LFE = 9 2 1. 7 0 GFE = 9 3 0. 1 0 LFE = 9 2 2. 4 0 GFE = 9 3 0. 5 0 LFE = 9 2 2. 8 0 GFE = 930.40LFE = 922.70GFE = 930.00LFE = 922.30GFE = 929.30LFE = 921.60GFE = 9 3 3 . 3 0 LFE = 9 2 5 . 6 0 GFE = 934.30 LFE = 926.60 GFE = 936.10 LFE = 928.40 GFE = 937.60 LFE = 929.90 GFE = 93 7. 9 0 LFE = 93 0. 2 0 GFE = 938.40LFE = 930.70GFE = 938.70LFE = 931.00LF E = 9 3 0 . 5 0 G F E = 9 3 8 . 2 0 LFE = 929.90 GFE = 937.60 LFE = 928.60 GFE = 936.30GFE = 926.20LFE = 918.50GFE = 924.80LFE = 917.10GFE = 923.50LFE = 915.80GFE = 922.10LFE = 914.40GFE = 920.70LFE = 913.00920 914 916 918 922924926920 922 924 926 92 8 930940 926928932934936938 942944930 928 932 930 928 932 934 936912914916918910 904 906 908 910902904906908910912 914916906908908920 922 924 920916 918 9 2 2 920930922924926928918 912914914 916 918 918 91 8 920 918 922 924 926 9309269289 3 2 934920922924926930 926 928906908 906 908 LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. BRADFORD PARK DEVELOPMENT SOUTH LENNAR HOMES 26553 - 8 GRADING (PPLAT-SE) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 8 GRADING (PPLAT-SE).DWG 35OF 24 - 2024/06/24 22-26553 24 GRADING PLAN ---- ---- 24 ELK RIVER MINNESOTA GRADING PLAN 0 SCALE IN FEET 60 120 TTK TTK TJW, JDF RETAINING WALL (MAX HEIGHT 4 FT) GFE = GARAGE FLOOR ELEVATION (AT OVERHEAD DOOR LFE = LOWEST FLOOR ELEVATION RGE = REAR GRADE ELEVATION (AT REAR OF HOUSE, 0.5' BELOW LOWEST OPENING) FB = FULL BASEMENT LO = LOOKOUT BASEMENT WO = WALKOUT BASEMENT RETAINING WALL (MAX HEIGHT 4 FT) 185TH AVE THROUGH DEVELOPMENT APPROVED WITH "BRADFORD PARK DEVELOPMENT" PRELIMINARY PLAT Page 158 of 327 36 35 3433 32 31 30 29 28 27 26 25 24 23 22 100 99 79 OUTLOT F 74 76 75 73 40 OUTLOT E 47 84 82 83 86 85 81 80 78 77 89 95 91 90 92 87 OUTLOT D 88 98 97 96 93 94 39 38 37 44 45 42 41 43 46 50 49 54 55 5648 57 ROAD H BASIN W 100 YR HWL = 904.08 BASIN X 100 YR HWL = 904.86 BASIN T 100 YR HWL = 915.00ROAD LXXXBASIN S 100 YR HWL = 915.01 FP100FP1 0 0 FP100FP100FP1 0 0 FP100 F P 1 0 0 FP100 FP100 FP100F P 1 0 0 FP 1 0 0 FP 1 0 0 FP100 FP100 FP100 FP100 FP 1 0 0 FP1 0 0 FP100FP100FP100FP100FP100WWWWWW W WWWWWWWWWWWWW WWWWWWWWWWWWW W W WW W W W W W W W W W W WW WWWET WET WE T WETWETWET WET WETWET WETWETWE T WETWET WE T WET WETWETWETWET880880890890900 900910 920930930930 940878878 882882884884886886888888892892894 894896 896898898898 8989029 0 2 902902 904904904 90490490490 4904 90 6906906 9 0 8 912914916918922924926928928928 932 934934934 936938 9009109109109 2 0 92092 0 920920930940894 8968989029049049 0 4 90490 4 9069069069069069 0 6 90 6906 9 0 6 906906908 908908912912912914914914916916 9169 1 8 9189189229249269289 3 2932932 93493 6 9 3 8938938938 9 3 8 9009009009 1 0 9109 1 0910 9109 1 0 9109109109109109208988988 9 8898 8988988988988988988 9 8898898898898 9029029029049 0 6 9069069089089 0 8 9089089089 0 8 9089089129149169189 2 2 924924924900900900 910920 8 9 8 89 8 898898 8 9 8898 8988988 9 8898 89 8898 8 9 8898 898898898898 898898 8988988 9 8 8 9 8 89889889889889889889889889 8898898898898 9029049 0 6 9 0 89089 0 8 9089 0 8 9 12 9 1 4 916 91891891 8 9 0 0 91089 6 8 9 6 898898898898 8 9 8898 898898898898898 902904906 908912914916916 916918918 900910910 910 9109 1 0 91092092089689 68968968988988 9 889889889889889 8 8989029049 0 6 90890891291291 2 912914914916916918918922922924924880 880 890 890 900 900 900 878 878 882 882 884 884 886 886 888 888 892 892 894 894 896 896 8968 9 6 896 8968988988988988988988988 9 88988988988988988 9 8 898898 89 8898898898 8988 9 8 89889889889889889889889 8 8988988988 9 8 898 898 898898 898 898 898902 902902 904 904 904906 880 880 890 890 900 9 0 0 900 900 900 900 90 0 882 882 884 884 886 886 888 888 892 892 894 894 896 896 898898 898 89 8 898898 898898898898898898898898898898898898 898 898898 898 898902902 902 902 904904 904 904 904 904904 904 880880 890 900900 9 0 0900900 900 882882 884 886 888892894896 898898 8 9 8898898898898 89 8 898 8 9 8 898898 89 8 898902902902 902 9 0 4904904 904 906 906906906908 9 0 89089 0 8 908 908900910910920920 898898898898898898 898898 8989029029029029049049 0 6906906 9069069069069 0 6906 906 906 906908908 908 908 908 908908908 908 908 912 912914914916916918918922922 9009009009009 0 09009009009 0 09009009009 0 0 900 9 0 0 90090 0900900898898898 898 902 904 906 906 90 6 906906906906 90690690690690690 6 906906906906906 906906 910 910 920920 930 930 930 930 9029 0 2 9 0 4 904 9069069069 0 6906906 908 908912 912 914 914 916 916 918 918 9 2 2 924 9 2 6 928 932 932 9 3 2 932 934 9 3 4 93493493 4 934 936 9 3 6 920 930 914 91491491491491 6 916 916 916916916916918 918 9189 1 8 918 91891891891 8 918 918922924926928 932 934 936 938938938909.45919.87921.17922.44922.77922.30931.56931.16925.99927.229 3 9 . 2 9 938.02908.25907.45907.28909.34908.19906.88905.04905.29913.15913.75914.90916.259 1 7 . 7 2 917.59917.84918.63905.29906.70905.25905.51908.599 1 0 . 0 9 918.09913.139 1 3 . 6 3 914.12914.909 1 7 . 0 1 917.43905.70907.87907.40907.10907.359 0 6 . 6 6 906.02905.10905.24905.24915.52915.79916.11916.44917.15917.79918.11918.37918.43918.349 1 5 . 3 6 9 0 8 . 2 1 906.89904.77911.95912.22913.62914.65912.06912.97918.17917.34918.60919.64916.67920.58916.57916.32917.58916.50916.18916.78917.00917.21917.96917.82921.369 1 9 . 3 8916.79922.41926.29924.42928.82927.54929.03935.06930.71938.58931.95940.02922.34921.02919.64918.41917.15915.81919.13918.70918.41917.89924.24917.78916.68915.52916.17927.26928.65917.63918.99930.029 1 7 . 3 6 LP9 1 3 . 8 2 917.56H P 918.20H P 931.53H P 911.65911.72905.14906.41914.27915.57916.87905.76915.18LFE = 9 1 4. 7 0 GFE = 9 2 2. 4 0 LFE = 913.70GFE = 921.40LFE = 912.60GFE = 920.30LFE = 911.30GFE = 919.00LFE = 908.40GFE = 916.10LFE = 908.40GFE = 916.10LFE = 907.10GFE = 914.80LFE = 906.90GFE = 914.60GFE = 915.20LFE = 907.50GFE = 915.50LFE = 907.80GFE = 916.80LFE = 909.10GFE = 918.10LFE = 910.40GFE = 919.40LFE = 911.70GFE = 917.00LFE = 909 .30LFE = 909.60GFE = 917.30LFE = 910.00GFE = 917.70GFE = 918 . 4 0LFE = 910 .70 GFE = 9 1 9 . 0 0 LFE = 9 1 1 . 3 0 LFE = 911.60GFE = 919.30LFE = 911 .80GFE = 919 .50 RGE = 9 2 2. 2 0 RGE = 921.20RGE = 920.10RGE = 918.80RGE = 911.10RGE = 911.10RGE = 909.80RGE = 909.60RGE = 907.30RGE = 908.60RGE = 909.90RGE = 911.20RGE = 908.80RGE = 909.10RGE = 909.50RGE = 910 .20 RGE = 9 1 0 . 8 0 RGE = 9 1 1 . 1 0 RGE = 9 1 1 . 4 0 RGE = 9 1 1 . 5 0 RGE = 919 .30RGE = 919.10 WO WO WOLOLOLOLOWOWOWOWOWO WO WO WO FBFBFBFBFBFB W OWO LO WOWO LO WOWOWO WO WO WO WO WO WO WO F B F B LOFBFBFB FB FB FBFBWOWOLOFB FBFBFBFBFBFBFB FB RG E = 9 1 1 . 5 0 R G E = 9 1 1 . 4 0 RGE = 91 4. 4 0 RGE = 91 2. 4 0 RGE = 90 9. 0 0RGE = 9 0 8 . 4 0RGE = 907 .90RGE = 907.90RGE = 90 8 . 8 0 RGE = 91 0. 5 0 RGE = 91 0. 7 0 RGE = 910.70RGE = 910.90RGE = 911.70RGE = 912.90RGE = 914.20RG E = 9 1 9 . 5 0 R G E = 9 1 9 . 8 0 RGE = 922.90RGE = 929.00RGE = 930.40RGE = 931.90RGE = 933.50RGE = 934.30RGE = 9 2 9. 2 0 RGE = 9 2 9. 9 0 RGE = 925.90RGE = 924.40RGE = 923.30RGE = 922.20RGE = 921.20RGE = 920.50RGE = 922.30RGE = 920.90RGE = 922.40RGE = 9 2 0 . 3 0 RGE = 9 2 0 . 6 0 RGE = 9 2 0 . 8 0 GFE = 9 1 9 . 3 0 LFE = 9 1 1 . 6 0 GFE = 9 1 9 . 6 0 LFE = 9 1 1 . 9 0 GFE = 9 1 9 . 7 0 LFE = 9 1 2 . 0 0 GF E = 9 1 9 . 7 0 LF E = 9 1 2 . 0 0 G F E = 9 1 9 . 6 0 L F E = 9 1 1 . 9 0 GFE = 91 9. 4 0 LFE = 91 1. 7 0 GFE = 91 7. 4 0 LFE = 90 9. 7 0 GFE = 91 7. 2 0 LFE = 90 9 . 5 0 GFE = 9 1 6 . 6 0 LFE = 9 0 8 . 9 0GFE = 916 .10LFE = 908 .40LFE = 908.40GFE = 916.10LFE = 90 9 . 3 0 GFE = 91 7 . 0 0 LFE = 91 1 . 0 0 GFE = 91 8. 7 0 LFE = 91 1. 2 0 GFE = 91 8. 9 0 LFE = 911.20GFE = 918.90LFE = 911.40GFE = 919.10LFE = 912.20GFE = 919.90LFE = 913.40GFE = 921.10LFE = 914.70GFE = 922.40L F E = 9 1 2 . 0 0GF E = 9 1 9 . 7 0 LF E = 9 1 2 . 3 0 G F E = 9 2 0 . 0 0 GFE = 927.90LFE = 920.20GFE = 929.20LFE = 921.50GFE = 930.60LFE = 922.90GFE = 932.10LFE = 924.40GFE = 933.70LFE = 926.00GFE = 934.50LFE = 926.80LFE = 922.80GFE = 930.50LFE = 921.40GFE = 929.10LFE = 919.70GFE = 927.40LFE = 9 1 2 . 8 0 GFE = 9 2 0 . 5 0 LFE = 9 1 3 . 1 0 GFE = 9 2 0 . 8 0 LFE = 9 1 3 . 3 0 GFE = 9 2 1 . 0 0GFE = 920.70LFE = 913.00GFE = 921.40LFE = 913.70GFE = 922.40LFE = 914.70GFE = 923.50LFE = 915.80GFE = 924.60LFE = 916.90GFE = 926.10LFE = 918.40 FBRGE = 9 3 0. 3 0 LFE = 916.00GFE = 923.70GFE = 9 2 9. 4 0 LFE = 9 2 1. 7 0 930 928 932 930 928 932 934 936 920922930 926 928 904 904 904 9049069 1 0 906908906 908 918914916918 9 2 0 93 0 9 1 8 9 2 2 9 2 4 9 2 6 92 8 930922924926928932930922924926928 912914916916918920918912 914 916 900 898 902 904 906900 902 904 904 9 0 0 9 0 2 9 0 4 9 0 6 9 0 6 910906 9 0 8 912 9149 1 6 910 906908912 914 916916 912 914916918920 918 WETWET WETWETWETWET WET FP100FP100FP100FP10 0 FP1 0 0 F P 1 0 0 FP100WWW WWWWWW W WWWWWWWWW WW W WWW W W W W WWWET WET WET WET WET8808808908909008 7 8 878 882882 884884886 886888 888892 892894 8948968989029 0 4904904 90 4 90490690890089889 8898 8988988988988988989029 0 2902 9029 0 2 9 0 2 9029029049049069069069 0 6 9 0 6 90690090091091089289289289 28928 9 2 894 89 4 896 896898898902 902 902904 904904904904906908 880 890900 900900900 874 876878 88288 2882 884886 888892 894 896 898 898 89889 8 898 898 898898 89889889889 8 8988988988 9 8898898 898 898898 898 898 89 8 898898 9029 0 2904 906906 904900 902 900 902 902 904 LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. BRADFORD PARK DEVELOPMENT SOUTH LENNAR HOMES 26553 - 8 GRADING (PPLAT-SE) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 8 GRADING (PPLAT-SE).DWG 35OF 25 - 2024/06/24 22-26553 25 GRADING PLAN ---- ---- 25 ELK RIVER MINNESOTA GRADING PLAN 0 SCALE IN FEET 60 120 TTK TTK TJW, JDF RETAINING WALL (MAX HEIGHT 4 FT) RETAINING WALL (MAX HEIGHT 4 FT) GFE = GARAGE FLOOR ELEVATION (AT OVERHEAD DOOR LFE = LOWEST FLOOR ELEVATION RGE = REAR GRADE ELEVATION (AT REAR OF HOUSE, 0.5' BELOW LOWEST OPENING) FB = FULL BASEMENT LO = LOOKOUT BASEMENT WO = WALKOUT BASEMENT Page 159 of 327 71 67687069 OUTLOT F 74 76 75 73 64 47 58 60 72 78 77 44 45 42 41 43 46 51 50 49 52 53 54 55 5648 57 59 61 62 63 6665 BASIN U 100 YR HWL = 904.47 BASIN T 100 YR HWL = 915.00 BASIN V NWL = 901.00 100 YR HWL = 903.69 FP 1 0 0 FP100 FP100 FP100 FP100 FP 1 0 0 FP1 0 0 FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100 FP100 FP10 0 FP10 0 FP100FP100FP100FP100 FP100 FP100 FP100 FP10 0 FP10 0 FP100 FP100 W W W WWWW W W WW W W COUNTY HIGHWAY NO. 40WE T WETWET WE T WET WETWETWETWETWETWETWETWETWET WET WET WETWE T WET WETWET WET WET900900900 910910920 9208988988 9 8 8 9 8 89889889889889889889889889 8898898898 9029029049049069 0 6 9 0 89089 0 8 9089 0 8 9089 1 2 9129129129 1 4 914914 914916 91691891891 8 91892 2 922924 924926926928928 9009 0 0 9109109 2 0 920898898898898898898898898898898 902902904904904904906906 908908912912912912914914916916 916 916918918918 9189 0 0 900900900900900900 9009009009109109109109 1 0 91092092089689 6 8968968988989029029049049069 0 6 90890891291291 2 9129149149169169189189229229249249009009009009009 0 0 9109108968968 9 6896 89 6896896896896896896896896896 898898 89 889889 8898 8988988988988988988988988989029 0 2 90490490690690890891291291491490090089689689 6896896896 8968968968968968 9 6 896896896896896896896896 89689689689689689 6 89689689689689689689 689689 6896 896896896896 8968968968968 9 689689 6896 89689 6 8 9 6 89689689689 6896896 8968968968968 9 68968968968968968968 9 689689689689 6896 898898898900 89689 6 896896 896 896 896896896 8 9 6 898898898898898898898898 898898 8989 0 090090 09009009009009009 0 09009009009 0 09009009009 0 0 900 9 0 0 90090 0900 89 6896 89 6 89 6 896 898898 898898898 898 898 9009009009109109209 2 09209 2 0 896 8 9 6 8968 9 6 896 896896 8989029 0 2 90290490 4 904 906906 906906906 906906 908 908912 912 91 4 914 916 916 918 9189229 2 2 900910 89 8 8 9 8 898 898898898 90 2 904 906 90891291491491491491491 6 916 916 916916916916918 918 9189 1 8 918 91891891891 8 918 918 900900900 900 900900 90 0 900900910 920 896896 896 8988 9 8 89 8 898 898 902 904 906 908912914916 918 922 924 926926 926 926926926 926 928 928 90 0 910 920 8968 9 6896896 89 6896896 8988 9 889889 88988988 9 8 898 898902 904906906906908912914916918 922 922922 92 2 924924 924924 9 0 0 900 900910 8 9 6 896 8988988988 9 8898898898 89 8 898 898 898898898898898898898898 898898898902902902904 906 908907.87907.40907.10907.35906.66906.02905.10905.249 0 5 . 2 4 915.52915.79916.11916.44917.15915.36908.219 0 6 . 8 9 904.77911.95912.22913.62914.65912.06912.97918.17917.34918.609 1 9 . 6 4916.67920.58916.57916.32917.58916.50916.189 1 6 . 7 8917.00917.82911.659 0 5 . 2 2 911.72905.009 1 1 . 5 0 911.57900.92904.80905.249 0 5 . 1 4 906.41908.36910.31914.27915.579 1 6 . 8 7 920.75912.32912.63912.71912.52912.99920.12912.17905.76905.11900.14901.78906.199 0 3 . 4 0 902.00900.37917.53914.73911.94908.65909.50911.80913.83916.76918.15920.66926.629 2 8 . 1 5 926.42924.30923.83916.01925.82920.95920.63915.18920.53HPGFE = 912.20 LFE = 904.50 GFE = 915.00 LFE = 907.30 GFE = 917.80 LFE = 910.10 GFE = 920.30 LFE = 912.60 LFE = 905.00 GFE = 912.70 LFE = 907.20 GFE = 914.90 LFE = 909.40 GFE = 917.10 LFE = 911.70 GFE = 919.40 LFE = 913.80 GFE = 921.50LFE = 915.60 GFE = 923.30 LFE = 9 1 4. 7 0 GFE = 9 2 2. 4 0 LFE = 913.70 GFE = 921.40LFE = 912.60GFE = 920.30LFE = 911.30GFE = 919.00LFE = 908.40GFE = 916.10LFE = 908.40GFE = 916.10LFE = 907.10GFE = 914.80LFE = 906.90GFE = 914.60G F E = 9 1 3 . 0 0 LF E = 9 0 5 . 3 0 GFE = 914.50LFE = 906.80GFE = 915.20LFE = 907.50GFE = 915.50LFE = 907.80GFE = 916.80LFE = 909.10GFE = 918.10LFE = 910.40GFE = 919.40LFE = 911.70GFE = 9 2 1. 4 0 LFE = 9 1 3. 7 0 GFE = 9 1 3 . 9 0 L F E = 9 0 6 . 2 0 GFE = 914 . 0 0 LFE = 906. 3 0 GFE = 914.00LFE = 906.30GFE = 913.80LFE = 906.10GFE = 917 .00LFE = 909 .30LFE = 909.60GFE = 917.30LFE = 910.00GFE = 917.70GFE = 918 .40 LFE = 910 .70 GFE = 9 1 9 . 0 0 LFE = 9 1 1 . 3 0 LFE = 911.60GFE = 919.30LFE = 911 .80GFE = 919 .50 RGE = 912.50RGE = 914.70RGE = 916.90RGE = 919.20RGE = 921.30 RGE = 923.10 RGE = 9 2 2. 2 0 RGE = 921.20RGE = 920.10RGE = 918.80RGE = 911.10RGE = 911.10RGE = 909.80RGE = 909.60R G E = 9 0 8 . 0 0 RGE = 906.30RGE = 907.00RGE = 907.30RGE = 908.60RGE = 909.90RGE = 911.20RGE = 9 1 6. 4 0 RGE = 9 0 8 . 9 0 RGE = 905 . 8 0 RGE = 905.80RGE = 905.60RGE = 908.80RGE = 909.10RGE = 909.50RGE = 910 .20 RGE = 9 1 0 . 8 0 RGE = 9 1 1 . 1 0 RGE = 9 1 1 . 4 0 RGE = 9 1 1 . 5 0 RGE = 919 .30RGE = 919.10 RGE = 912.10 RGE = 909.60 RGE = 906.80 RGE = 904.00 WO WO WO WO WOWO WO LO LO WO WO WO WO WO WO L OLOLO LOLOWOWOWOWOWO WO WO WO FBFBFBFBFBFB FB FB FB FB FB FB 912 914 916 900 898 902 904 906900 902 904 904 910 906908912 914 916916 900900898902902904904910 902 904 906 908 902 902 904 904 91092092 0 912 9129149149169 1 6 918918920 912914 916 918 92 2 924 912910 902 904 906908 912 910 912914916918 920 918 LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. BRADFORD PARK DEVELOPMENT SOUTH LENNAR HOMES 26553 - 8 GRADING (PPLAT-SE) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 8 GRADING (PPLAT-SE).DWG 35OF 26 - 2024/06/24 22-26553 26 GRADING PLAN ---- ---- 26 ELK RIVER MINNESOTA GRADING PLAN 0 SCALE IN FEET 60 120 TTK TTK TJW, JDF RETAINING WALL (MAX HEIGHT 4 FT) GFE = GARAGE FLOOR ELEVATION (AT OVERHEAD DOOR LFE = LOWEST FLOOR ELEVATION RGE = REAR GRADE ELEVATION (AT REAR OF HOUSE, 0.5' BELOW LOWEST OPENING) FB = FULL BASEMENT LO = LOOKOUT BASEMENT WO = WALKOUT BASEMENT Page 160 of 327 GRANT ST 186TH CIR 185 T H A V E BASIN O 100 YR HWL = 914.49 BASIN L 100 YR HWL = 911.05 311 312 313 204 207 210 208 205 206 212 213 214 215 216 236 234 235 211209 314 310 309 308 307 COUNTY HIGHWAY NO. 40OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLWW W W W W WW WWWWWWWWWWW WWWWWWWWWW W WWWWWWWWWWWW W W W W WWWWW W W W W W W W W IIIIIIIIIIIIIIIIIIIIICOUNTY HIGHWAY NO. 40117 OUTLOT C 9 8 7 6 5 4 3 OUTLOT B 20 25 24 23 22 21 15 19 18 17 16 12 14 13 10 11 103 100 99 104 101 102 116 115 112 118 119 105 106 107 108 109 110 111 113 114 86 98 97 2 1 ROAD HROAD H BASIN P 100 YR HWL = 908.36 BASIN Q 100 YR HWL = 917.28 R O A D M XXXBASIN R 100 YR HWL = 918.26 PLANT SCHEDULE 27 SYMBOL CODE BOTANICAL / COMMON NAME SIZE ROOT TREES BN BETULA NIGRA RIVER BIRCH MULTI-TRUNK 10` HT MIN B & B CA CARPINUS CAROLINIANA AMERICAN HORNBEAM 2" CAL B & B CO CELTIS OCCIDENTALIS COMMON HACKBERRY 2" CAL B & B GS GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE` SKYLINE HONEYLOCUST 2" CAL B & B GD GYMNOCLADUS DIOICA 'ESPRESSO' KENTUCKY COFFEETREE 2" CAL B & B MA MAACKIA AMURENSIS AMUR MAACKIA 2" CAL B & B QB QUERCUS BICOLOR SWAMP WHITE OAK 2" CAL B & B QM QUERCUS X MACDANIELI `CLEMONS` TM HERITAGE OAK 2" CAL B & B TA TILIA AMERICANA `MCKSENTRY` SENTRY LINDEN 2" CAL B & B EVERGREEN TREES AB ABIES BALSAMEA BALSAM FIR 6` HT MIN B & B LL LARIX LARICINA TAMARACK 8` HT MIN B & B PA PICEA ABIES NORWAY SPRUCE 12` HT MIN B & B PD PICEA GLAUCA 'DENSATA' BLACK HILLS SPRUCE 12` HT MIN B & B PB PINUS BANKSIANA JACK PINE 6` HT MIN B & B PS PINUS STROBUS WHITE PINE 6` HT MIN B & B SYMBOL DESCRIPTION SEED MIX BIOFILTRATION MIX 2 ISG CUSTOM EXTREME CONDITIONS MIX SEED MIX FINE FESCUE TURF FINE FESCUE TURF SEED MIX MNDOT 25-131 MNDOT SEED MIX - LOW MAINTENANCE TURF SEED MIX MNDOT 33-261 STORMWATER SOUTH AND WEST NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. LIC. NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx BRADFORD PARK DEVELOPMENT SOUTH LENNAR HOMES 26553 - 9 LANDSCAPE (PPLAT-SE) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 9 LANDSCAPE (PPLAT-SE).DWG 35OF 27 - 2024/06/24 22-26553 27 PLANTING PLAN ---- ---- 27 ELK RIVER MINNESOTA PLANTING PLAN 0 SCALE IN FEET 60 120 TTK TTK TJW, JDF 185TH AVE THROUGH DEVELOPMENT APPROVED WITH "BRADFORD PARK DEVELOPMENT" PRELIMINARY PLAT Page 161 of 327 FP100FP1 0 0 FP100FP100FP1 0 0 FP100 F P 1 0 0 FP100 FP100 FP100F P 1 0 0 FP 1 0 0 FP 1 0 0 FP100 FP100 FP100 FP100 FP 1 0 0 FP1 0 0 FP100FP100FP100FP100FP100WWWWWW W WWWWWWWWWWWWW WWWWWWWWWWWWW W W WW W W W W W W W W W W WW WWWET WET WE T WETWETWET WET WETWET WETWETWE T WETWET WE T WET WETWETWETWET36 35 3433 32 31 30 29 28 27 26 25 24 23 22 100 99 79 OUTLOT F 74 76 75 73 40 OUTLOT E 47 84 82 83 86 85 81 80 78 77 89 95 91 90 92 87 OUTLOT D 88 98 97 96 93 94 39 38 37 44 45 42 41 43 46 50 49 54 55 5648 57 ROAD H BASIN W 100 YR HWL = 904.08 BASIN X 100 YR HWL = 904.86 BASIN T 100 YR HWL = 915.00ROAD LXXXBASIN S 100 YR HWL = 915.01 WETWET WETWETWETWET WET FP100FP100FP100FP10 0 FP1 0 0 F P 1 0 0 FP100WWW WWWWWW W WWWWWWWWW WW W WWW W W W W WWWET WET WET WET WET PLANT SCHEDULE 28 SYMBOL CODE BOTANICAL / COMMON NAME SIZE ROOT TREES BN BETULA NIGRA RIVER BIRCH MULTI-TRUNK 10` HT MIN B & B CA CARPINUS CAROLINIANA AMERICAN HORNBEAM 2" CAL B & B CO CELTIS OCCIDENTALIS COMMON HACKBERRY 2" CAL B & B GD GYMNOCLADUS DIOICA 'ESPRESSO' KENTUCKY COFFEETREE 2" CAL B & B MA MAACKIA AMURENSIS AMUR MAACKIA 2" CAL B & B PT POPULUS TREMULOIDES QUAKING ASPEN 2" CAL B & B QB QUERCUS BICOLOR SWAMP WHITE OAK 2" CAL B & B QM QUERCUS X MACDANIELI `CLEMONS` TM HERITAGE OAK 2" CAL B & B TA TILIA AMERICANA `MCKSENTRY` SENTRY LINDEN 2" CAL B & B EVERGREEN TREES AB ABIES BALSAMEA BALSAM FIR 6` HT MIN B & B PA PICEA ABIES NORWAY SPRUCE 12` HT MIN B & B PD PICEA GLAUCA 'DENSATA' BLACK HILLS SPRUCE 12` HT MIN B & B PB PINUS BANKSIANA JACK PINE 6` HT MIN B & B PS PINUS STROBUS WHITE PINE 6` HT MIN B & B SYMBOL DESCRIPTION SEED MIX BIOFILTRATION MIX 1 ISG CUSTOM SAND SPECIALIST MIX BIOFILTRATION MIX 2 ISG CUSTOM EXTREME CONDITIONS MIX SEED MIX FINE FESCUE TURF FINE FESCUE TURF SEED MIX MNDOT 25-131 MNDOT SEED MIX - LOW MAINTENANCE TURF SEED MIX MNDOT 33-261 STORMWATER SOUTH AND WEST NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. LIC. NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx BRADFORD PARK DEVELOPMENT SOUTH LENNAR HOMES 26553 - 9 LANDSCAPE (PPLAT-SE) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 9 LANDSCAPE (PPLAT-SE).DWG 35OF 28 - 2024/06/24 22-26553 28 PLANTING PLAN ---- ---- 28 ELK RIVER MINNESOTA PLANTING PLAN 0 SCALE IN FEET 60 120 TTK TTK TJW, JDF Page 162 of 327 OHLOHLOHLOHLOHL OHLOHLOHLFP 1 0 0 FP100 FP100 FP100 FP100 FP 1 0 0 FP1 0 0 FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100 FP100 FP10 0 FP10 0 FP100FP100FP100FP100 FP100 FP100 FP100 FP10 0 FP10 0 FP100 FP100 W W W WWWW W W WW W W IIIIIIIIIIIIIIIIIIIICOUNTY HIGHWAY NO. 40WE T WETWET WE T WET WETWETWETWETWETWETWETWETWET WET WET WETWE T WET WETWET WET WET71 67687069 OUTLOT F 74 76 75 73 64 47 58 60 72 78 77 44 45 42 41 43 46 51 50 49 52 53 54 55 5648 57 59 61 62 63 6665 BASIN U 100 YR HWL = 904.47 BASIN T 100 YR HWL = 915.00 BASIN V NWL = 901.00 100 YR HWL = 903.69 PLANT SCHEDULE 29 SYMBOL CODE BOTANICAL / COMMON NAME SIZE ROOT TREES BN BETULA NIGRA RIVER BIRCH MULTI-TRUNK 10` HT MIN B & B CA CARPINUS CAROLINIANA AMERICAN HORNBEAM 2" CAL B & B CO CELTIS OCCIDENTALIS COMMON HACKBERRY 2" CAL B & B GS GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE` SKYLINE HONEYLOCUST 2" CAL B & B GD GYMNOCLADUS DIOICA 'ESPRESSO' KENTUCKY COFFEETREE 2" CAL B & B MA MAACKIA AMURENSIS AMUR MAACKIA 2" CAL B & B PT POPULUS TREMULOIDES QUAKING ASPEN 2" CAL B & B QB QUERCUS BICOLOR SWAMP WHITE OAK 2" CAL B & B QM QUERCUS X MACDANIELI `CLEMONS` TM HERITAGE OAK 2" CAL B & B EVERGREEN TREES PA PICEA ABIES NORWAY SPRUCE 12` HT MIN B & B PD PICEA GLAUCA 'DENSATA' BLACK HILLS SPRUCE 12` HT MIN B & B PB PINUS BANKSIANA JACK PINE 6` HT MIN B & B PS PINUS STROBUS WHITE PINE 6` HT MIN B & B SYMBOL DESCRIPTION SEED MIX BIOFILTRATION MIX 1 ISG CUSTOM SAND SPECIALIST MIX SEED MIX FINE FESCUE TURF FINE FESCUE TURF SEED MIX MNDOT 25-131 MNDOT SEED MIX - LOW MAINTENANCE TURF SEED MIX MNDOT 33-261 STORMWATER SOUTH AND WEST NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. LIC. NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx BRADFORD PARK DEVELOPMENT SOUTH LENNAR HOMES 26553 - 9 LANDSCAPE (PPLAT-SE) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 9 LANDSCAPE (PPLAT-SE).DWG 35OF 29 - 2024/06/24 22-26553 29 PLANTING PLAN ---- ---- 29 ELK RIVER MINNESOTA PLANTING PLAN 0 SCALE IN FEET 60 120 TTK TTK TJW, JDF Page 163 of 327 26553 - 9 LANDSCAPE (PPLAT-SE) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 9 LANDSCAPE (PPLAT-SE).DWG 35OF - 2024/06/24 22-26553 30 PLANTING DETAILS ---- ---- 30 ELK RIVER MINNESOTA PLANTING DETAILS TTK TTK TJW, JDF NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. LIC. NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx BRADFORD PARK DEVELOPMENT SOUTH LENNAR HOMES 30 DECIDUOUS TREE PLANTING NTS LD705 PRUNE ALL BROKEN, DAMAGED, OR RUBBING LIMBS AND BRANCHES IMMEDIATELY AFTER PLANTING - ALL PRUNING CUTS CLEAN AT 90° FINISH GRADE STAKING DIAGRAM DO NOT CUT PRIMARY LEADER. ALL TREES SHALL HAVE A STRONG (CENTRAL) DOMINATE LEADER TREES 8'+TREES 6'-8' TIE NYLON STRAP AROUND TRUNK AS SHOWN SET ROOT FLARE 3" ABOVE FINISH GRADE BACKFILL PLANTING PIT WITH NATIVE SOIL-EXCEPT WHEN IN HEAVY CLAY, MIX AMENDED TOPSOIL FROM A LOCAL SOURCE WITH NATIVE SOIL EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL MINUS 3" AND TWICE THE DIAMETER OF THE ROOTBALL. PLACE ROOTBALL ON UNDISTURBED SOIL AND ENSURE TRUNK OF TREE IS PLUMB 3" LAYER OF SHREDDED HARDWOOD MULCH MOUNDED AT EDGE TO FORM A SHALLOW SAUCER - DO NOT PLACE MULCH DIRECTLY ON TREE TRUNK, LEAVE A MIN. 3" RING AROUND CROWN HARDWOOD STAKES 2"X2"X8' LONG - INSTALL OUTSIDE OF ROOTBALL AT 5' MAX HT 1/2" WIDE NYLON STRAPPING - GREEN OR BROWN COLOR CUT AND REMOVE TOP HALF OF WIRE BASKETS, BURLAP AND/OR TWINE AND REMOVE FROM THE PLANTING PIT. AVOID CUTTING OR SCARRING ROOTS. ANY ROOTS THAT ARE SCARRED OR BROKEN DURING PLANTING SHALL BE PRUNED 90° ROOTBALL DIA 2X ROOTBALL DIA EVERGREEN TREE PLANTING NTS DO NOT CUT PRIMARY LEADER. ALL TREES SHALL HAVE A STRONG (CENTRAL) DOMINATE LEADER FINISH GRADE TREES 8'+TREES 6'-8' HARDWOOD STAKES 2"X2"X8' LENGTH - INSTALL OUTSIDE OF ROOTBALL AT 5' MAX HT STAKING DIAGRAM, NO STAKING TREES UNDER 6' ROOTBALL DIA 2X ROOTBALL DIA TIE NYLON STRAP AROUND TRUNK AS SHOWN CUT AND REMOVE TOP HALF OF WIRE BASKETS, BURLAP AND/OR TWINE AND REMOVE FROM THE PLANTING PIT. AVOID CUTTING OR SCARRING ROOTS. ANY ROOTS THAT ARE SCARRED OR BROKEN DURING PLANTING SHALL BE CUT CLEAN AT 90° BACKFILL PLANTING PIT WITH NATIVE SOIL-EXCEPT WHEN IN HEAVY CLAY, MIX AMENDED TOPSOIL FROM A LOCAL SOURCE WITH NATIVE SOIL EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL MINUS 3" AND TWICE THE DIAMETER OF THE ROOTBALL. PLACE ROOTBALL ON UNDISTURBED SOIL AND ENSURE TRUNK OF TREE IS PLUMB 3" LAYER OF SHREDDED HARDWOOD MULCH MOUNDED AT EDGE TO FORM A SHALLOW SAUCER - DO NOT PLACE MULCH DIRECTLY ON TREE TRUNK, LEAVE A MIN. 3" RING AROUND CROWN PRUNE ALL BROKEN, DAMAGED, OR RUBBING LIMBS AND BRANCHES IMMEDIATELY AFTER PLANTING SET ROOT FLARE 3" ABOVE FINISH GRADE 1/2" WIDE NYLON STRAPPING - GREEN OR BROWN COLOR 1.COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (FENCE, FOOTINGS, TREE ROOTBALLS, ETC.). CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 2.SAVE AND PROTECT ALL EXISTING TREES NOT NOTED TO BE REMOVED. 3.REMOVE ALL CONSTRUCTION DEBRIS AND MATERIALS INJURIOUS TO PLANT GROWTH FROM PLANTING PITS AND BEDS PRIOR TO BACKFILLING WITH PLANTING MIX. 4.REFER TO PLANTING DETAILS FOR AMENDED SOIL DEPTH IN PLANTING BEDS AND SURROUNDING TREES. 5.FIELD STAKE PLANTINGS ACCORDING TO PLAN. OWNER'S REPRESENTATIVE SHALL APPROVE ALL PLANT LOCATIONS PRIOR TO INSTALLATION. OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO REVISE PLANTING LAYOUT AT TIME OF INSTALLATION. 6.ALL PLANT MATERIALS SHALL BE TRUE TO THEIR SCIENTIFIC NAME AND SIZE AS INDICATED IN THE PLANT SCHEDULE. 7.IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE SCHEDULE, THE PLANTING PLAN SHALL GOVERN. 8.ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE OWNER'S REPRESENTATIVE. 9.ALL PLANT MATERIALS MUST CONFORM TO AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1), LATEST EDITION PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, WASHINGTON D.C. LARGER SIZED PLANT MATERIALS OF THE SPECIES LISTED MAY BE USED IF THE STOCK CONFORMS TO ANSI Z60.1. 10.ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR TO BE IN A LIVE AND HEALTHY GROWING CONDITION FOR ONE FULL GROWING SEASON (ONE YEAR) AFTER FINAL PROJECT ACCEPTANCE OR SHALL BE REPLACED BY THE CONTRACTOR FREE OF CHARGE WITH THE SAME GRADE AND SPECIES. 11.ALL TREES SHALL HAVE A STRONG CENTRAL LEADER. ANY TREES DEEMED NOT TO HAVE A STRONG CENTRAL LEADER SHALL BE REJECTED. 12.CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE DUE TO CONSTRUCTION OPERATIONS. ANY AREAS THAT ARE DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 13.PROVIDE SHREDDED HARDWOOD MULCH SURROUNDING ALL PROPOSED TREES (5' Ø) AND WITHIN PLANTING BEDS TO A 3" MINIMUM DEPTH AS SHOWN IN TREE PLANTING DETAIL. DO NOT USE AN UNDERLAYMENT SUCH AS PLASTIC SHEET OR LANDSCAPE FABRIC. APPLY PRE-EMERGENT TO ALL PLANTING BEDS PRIOR TO MULCHING. REFER TO PLANS FOR ADDITIONAL DETAILS. REFER TO STORMWATER DETAILS FOR BASIN CONSTRUCTION AND MULCH APPLICATION. 14.MULCHING MATERIAL SHALL BE SHREDDED HARDWOOD MULCH, WITH NO INDIVIDUAL PIECES LARGER THAN 3", FREE OF GROWTH OR GERMINATION INHIBITING INGREDIENTS, 3" MINIMUM DEPTH. MINIMUM DEPTHS AT LOCATIONS INDICATED ON DRAWINGS. 15.CONTRACTOR SHALL PROVIDE SAMPLE OF MULCH TO BE APPROVED BY THE LANDSCAPE ARCHITECT. 16.INDICATED QUANTITIES ARE ESTIMATES AND SHALL BE CONFIRMED BY THE CONTRACTOR. 17.ADJUST SPACING OF PLANT MATERIALS AROUND ADJACENT UTILITY STRUCTURES. PLANTING NOTES Page 164 of 327 PLANT SCHEDULE SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE ROOT TREES BN 35 BETULA NIGRA RIVER BIRCH MULTI-TRUNK 10` HT MIN B & B CA 19 CARPINUS CAROLINIANA AMERICAN HORNBEAM 2" CAL B & B CO 43 CELTIS OCCIDENTALIS COMMON HACKBERRY 2" CAL B & B GS 29 GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE` SKYLINE HONEYLOCUST 2" CAL B & B GD 44 GYMNOCLADUS DIOICA 'ESPRESSO' KENTUCKY COFFEETREE 2" CAL B & B MA 30 MAACKIA AMURENSIS AMUR MAACKIA 2" CAL B & B PT 7 POPULUS TREMULOIDES QUAKING ASPEN 2" CAL B & B QB 43 QUERCUS BICOLOR SWAMP WHITE OAK 2" CAL B & B QM 20 QUERCUS X MACDANIELI `CLEMONS` TM HERITAGE OAK 2" CAL B & B TA 32 TILIA AMERICANA `MCKSENTRY` SENTRY LINDEN 2" CAL B & B EVERGREEN TREES AB 14 ABIES BALSAMEA BALSAM FIR 6` HT MIN B & B LL 1 LARIX LARICINA TAMARACK 8` HT MIN B & B PA 19 PICEA ABIES NORWAY SPRUCE 12` HT MIN B & B PD 22 PICEA GLAUCA 'DENSATA' BLACK HILLS SPRUCE 12` HT MIN B & B PB 19 PINUS BANKSIANA JACK PINE 6` HT MIN B & B PS 15 PINUS STROBUS WHITE PINE 6` HT MIN B & B SYMBOL QTY DESCRIPTION SEED MIX 83,805 SF BIOFILTRATION MIX 1 ISG CUSTOM SAND SPECIALIST MIX 50,629 SF BIOFILTRATION MIX 2 ISG CUSTOM EXTREME CONDITIONS MIX 50,812 SF SEED MIX FINE FESCUE TURF FINE FESCUE TURF 1,617,563 SF SEED MIX MNDOT 25-131 MNDOT SEED MIX - LOW MAINTENANCE TURF 85,877 SF SEED MIX MNDOT 33-261 STORMWATER SOUTH AND WEST 26553 - 9 LANDSCAPE (PPLAT-SE) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 9 LANDSCAPE (PPLAT-SE).DWG 35OF - 2024/06/24 22-26553 31 PLANTING SCHEDULES ---- ---- 31 ELK RIVER MINNESOTA TTK TTK TJW, JDF NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. LIC. NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx BRADFORD PARK DEVELOPMENT SOUTH LENNAR HOMES CITY LANDSCAPE REQUIREMENTS GENERAL LANDSCAPE REQUIREMENTS ALL SUBDIVISIONS SHALL BE PLANNED, DESIGNED AND MAINTAINED CONSISTENT WITH THE FOLLOWING: ·TREES SHALL HAVE A TRUNK DIAMETER OF NOT LESS THAN TWO (2) INCHES, AND SHALL BE PLANTED IN NOT LESS THAN ONE CUBIC YARD OF GOOD GROWING SOIL WITH SUITABLE AMOUNT OF FERTILIZER. ·BOULEVARD TREES SHALL BE PLANTED AT INTERVALS OF AT LEAST ONE TREE PER LOT AT A DISTANCE OF AT LEAST SIX (6) FEET BUT LESS THAN TWELVE (12) FEET FROM BEHIND THE CURB. ·YARD TREES SHALL BE PLANTED IN INTERVALS OF ONE TREE PER LOT AND LOCATED BETWEEN THE EDGE OF THE RIGHT-OF-WAY AND FRONT OF THE HOUSE. ·CORNER LOTS SHALL REQUIRE TWO BOULEVARD TREES, ONE PER STREET FRONTAGE. PLANTING SCHEDULES 31 LANDSCAPE REQUIREMENTS PLANT TYPE REQUIRED ADDITIONAL TOTAL DECIDUOUS TREES 302 0 302 EVERGREEN TEES 90 0 90 Page 165 of 327 OUTLOT A OUTLOT J OUTLOT H OUTLOT B OUTLOT D OUTLOT C OUTLOT E OUTLOT K COUNTY HIGHWAY NO. 40CSAH NO. 12EM Dr a i n ag e E a s em e n tPer T i t l e C omm i tme n t WET WETWETWE T W E T W E T WETWETWETWET WETWETWETWET FP100FP1 0 0 FP100FP100FP100FP100FP100FP100FP100FP100FP 1 0 0 FP100FP100FP100F P 1 0 0 FP100 F P 1 0 0 FP100FP100 FP100 FP100FP100FP100FP100FP10 0 FP100FP100 FP10 0 FP100 W WWW WW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWUU U W W W W W W W W W W W W W W W W W W W W W W WWWWW WWWW W WW WWW W W W W W W WWWWWW W W WWWWW WWWWWWWWWWWWWWWWWWWWWWW W W W W W W W WWW W WW WETTROTT BROOKTROTT BROOKTROTT BROOKTRO T T B R O O K COUNTY HIGHWAY NO. 40COUNTY HIGHWAY NO. 40TWIN LAKES PKWY IVANHOE ST188TH AVE NW TR O T T B R O O K TROTT BROOK 183R D A V E N W WETWETWET W E T WET WE T WETWETW E T WET WETWETWET WETWET BASIN Q BASIN R BASIN S BASIN X BASIN W BASIN T BASIN U BASIN V BASIN P 187TH AVE 185TH A V EKENNEDY STLINCOLN STGRANT ST 186TH AVE 185 T H A V E ROAD H R O A D M ROAD PROA D I ROA D JROAD K186TH AVE 185TH C I R LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. BRADFORD PARK DEVELOPMENT SOUTH LENNAR HOMES 26553 - 10 WETLAND (PPLAT-SE) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 10 WETLAND (PPLAT-SE).DWG 35OF 32 - 2024/06/24 22-26553 32 OVERALL WETLAND IMPACTS PLAN ---- ---- 32 ELK RIVER MINNESOTA OVERALL WETLAND IMPACTS PLAN 0 SCALE IN FEET 200 400 TTK TTK TJW, JDF WETLAND LEGEND WETLAND IMPACT AREA REQUIRED AVERAGE WETLAND BUFFER AVERAGE BUFFER AREA NOT IN COMPLIANCE POTENTIAL EXCESS WETLAND BUFFER AREA WETLAND 1A WETLAND 2 WETLAND 3 WETLAND 4C WETLAND 10 WETLAND 11 WETLAND 1B WETLAND WETLAND PERIMETER (LF) WETLAND AREA (SF) TOTAL AREA IMPACTED (SF) AVERAGE WETLAND BUFFER (LF) 1A 7,014 1,932,803 29,545 25.6 1B 1,004 22,638 22,638 N/A TOTAL 8,018 LF 1,955,441 SF 52,183 SF TOTAL 1.52 MI 44.89 AC 1.20 AC WETLAND 4B WETLAND 4A FEMA FLOODWAY FEMA FLOODWAY FEMA FLOODWAY Page 166 of 327 XXXCOUNTY HIGHWAY NO. 40WW W W W W WW WWWWWWWWWWW WWWWWWWWWW W WWWWWWWWWWWW W W W W WWWWW W W W W W W W W IIIIIIIIIIIIIIIIIIIIICOUNTY HIGHWAY NO. 40BASIN Q BASIN R BASIN PGRANT ST 185 T H A V E ROAD H R O A D M LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. BRADFORD PARK DEVELOPMENT SOUTH LENNAR HOMES 26553 - 10 WETLAND (PPLAT-SE) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 10 WETLAND (PPLAT-SE).DWG 35OF 33 - 2024/06/24 22-26553 33 DETAILED WETLAND IMPACTS PLAN ---- ---- 33 ELK RIVER MINNESOTA DETAILED WETLAND IMPACTS PLAN 0 SCALE IN FEET 60 120 TTK TTK TJW, JDF WETLAND 1B IMPACT: 22,638 SF Page 167 of 327 XXXFP100FP1 0 0 FP100FP100FP1 0 0 FP100 F P 1 0 0 FP100 FP100 FP100F P 1 0 0 FP 1 0 0 FP 1 0 0 FP100 FP100 FP100 FP100 FP 1 0 0 FP1 0 0 FP100FP100FP100FP100FP100WWWWWW W WWWWWWWWWWWWW WWWWWWWWWWWWW W W WW W W W W W W W W W W WW WWWET WET WE T WETWETWET WET WETWET WETWETWE T WETWET WE T WET WETWETWETWETBASIN S BASIN X BASIN W BASIN TROAD PROA D I ROA D JWETWET WETWETWETWET WET FP100FP100FP100FP10 0 FP1 0 0 F P 1 0 0 FP100WWW WWWWWW W WWWWWWWWW WW W WWW W W W W WWWET WET WET WET WET LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. BRADFORD PARK DEVELOPMENT SOUTH LENNAR HOMES 26553 - 10 WETLAND (PPLAT-SE) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 10 WETLAND (PPLAT-SE).DWG 35OF 34 - 2024/06/24 22-26553 34 DETAILED WETLAND IMPACTS PLAN ---- ---- 34 ELK RIVER MINNESOTA DETAILED WETLAND IMPACTS PLAN 0 SCALE IN FEET 60 120 TTK TTK TJW, JDF WETLAND 1A IMPACT: 29,545 SF PROPOSED 25' WETLAND BUFFER, TYP. WETLAND BUFFER SIGN, TYP. WETLAND 1B IMPACT: 22,638 SF WETLAND 1A IMPACT: 29,545 SF POTENTIAL EXCESS WETLAND BUFFER AREA: 17,091 SF BUFFER AREA NOT IN COMPLIANCE: 10,801 SF (TOTAL) BUFFER AREA NOT IN COMPLIANCE: 10,801 SF (TOTAL) Page 168 of 327 71 67687069 OUTLOT F 74 76 75 73 64 47 58 60 72 78 77 44 45 42 41 43 46 51 50 49 52 53 54 55 5648 57 59 61 62 63 6665 FP 1 0 0 FP100 FP100 FP100 FP100 FP 1 0 0 FP1 0 0 FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100 FP100 FP10 0 FP10 0 FP100FP100FP100FP100 FP100 FP100 FP100 FP10 0 FP10 0 FP100 FP100 W W W WWWW W W WW W W IIIIIIIIIIIIIIIIIIIICOUNTY HIGHWAY NO. 40WE T WETWET WE T WET WETWETWETWETWETWETWETWETWET WET WET WETWE T WET WETWET WET WETBASIN T BASIN U BASIN V ROA D JROAD KLIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. BRADFORD PARK DEVELOPMENT SOUTH LENNAR HOMES 26553 - 10 WETLAND (PPLAT-SE) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 10 WETLAND (PPLAT-SE).DWG 35OF 35 - 2024/06/24 22-26553 35 DETAILED WETLAND IMPACTS PLAN ---- ---- 35 ELK RIVER MINNESOTA DETAILED WETLAND IMPACTS PLAN 0 SCALE IN FEET 60 120 TTK TTK TJW, JDF WETLAND 1A IMPACT: 29,545 SF PROPOSED 25' WETLAND BUFFER, TYP. WETLAND BUFFER SIGN, TYP. POTENTIAL EXCESS WETLAND BUFFER AREA: 17,091 SF BUFFER AREA NOT IN COMPLIANCE: 10,801 SF (TOTAL) BUFFER AREA NOT IN COMPLIANCE: 10,801 SF (TOTAL) BUFFER AREA NOT IN COMPLIANCE: 10,801 SF (TOTAL) Page 169 of 327 ROAD C ROAD C ROAD G ROA D G ROA D GROAD AROAD AROAD BROAD B188TH AVE NW ROAD E IV A N H O E P K W Y IVA N H O E P K W Y ROAD HROAD H ROAD H ROAD L ROAD M ROAD NROAD OROAD PROAD Q ROAD R ROAD S ROAD T ROAD U ROAD I ROAD I ROA D JROAD KROAD D ROAD F MODIFICATION IS SHOWN AS CONCEPTUAL ONLY. REQUIRES ADDITIONAL GRADING AND REMOVALS. TRIAL IS SHOWN AS CONCEPTUAL AS COST SHARING IS BEING DISCUSSED BETWEEN AGENCIES. ISGInc.com CAD FILE NAME Architecture + Engineering + Environmental + Planning 26553 PARK EXHIBIT DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL_NON PRODUCTION DRAWINGS\26553 PARK EXHIBIT.DWG SAVED BY: TODD.KIRK N0 SCALE IN FEET 250 500 UPLAND PARK AREA (1,192,319 SF / 27.37 AC) TRAILS AND WALKWAYS (4,977 LF) WATER FEATURE (627,300 SF / 14.40 AC) REGIONAL TRAIL ELIGIBLE FOR TRAIL CREDIT AT CONSTRUCTION COST (4,860 LF) TRAILS TO BE CONSTRUCTED BY OTHERS TO BE EVALUATED WITH FUTURE PRELIMINARY PLAT Page 170 of 327 20 36 27 26 25 24 23 22 21 103 100 99 101 102 105 106 107 108 109 110 79 71 67687069 OUTLOT F 74 76 75 73 40 OUTLOT E 72 84 82 83 86 85 81 80 78 77 89 95 91 90 92 87 OUTLOT D 88 98 97 96 93 94 39 38 37 44 45 42 41 43 46 ROAD H BASIN T 100 YR HWL = 912.94ROAD LXXXBASIN S 100 YR HWL = 903.55 ISGInc.com CAD FILE NAME Architecture + Engineering + Environmental + Planning 26553 GHOST PLAT - PPLAT-SE FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL_NON PRODUCTION DRAWINGS\PPLAT\26553 GHOST PLAT - PPLAT-SE.DWG ISG PROJECT NO. 22-26553 FOSTER PROPERTY DEVELOPMENT ELK RIVER, MINNESOTA - 2024/06/05 GHOST PLATTED AREA N0 SCALE IN FEET ##### PROPERTY LINE, TYP. 60' ROWSTORMWATER BASIN 28 SINGLE FAMILY LOTS 55', TYP. Page 171 of 327 Memorandum To: Planning Department From: David A. Roedel - Deputy County Engineer, Sherburne County Date: 07-08-2024 Subject: Site Plan Review – July 2024 _______________________________________________________________________ The agency listed above has reviewed the application listed below and has the following comments: 1. CU 24-10 Harvest Intercontinental Church – 555 Railroad Dr. NW CUP for religious institution 1. No concerns or issues with the application as proposed. CL PC: 07-23-2024 CC: 08-19-2024 2. CU 24-11 Riverside Kennel – Kelly Smith, 18850 Ogden St. NW CUP for private kennel 1. No concerns or issues with the application as proposed. CL PC: 07-23-2024 CC: 08-19-2024 3. V 24-09 CU 24-12 The Original Collins Brothers Auto, Truck & Towing, 16234 Jarvis St. Variance for zero lot line; CUP for combined use. 1. No concerns or issues with the application as proposed. CL BOA: 07-23- 2024 CC: 08-19-2024 4. P 24-06 US Home, LLC – Lennar Corporation- Foster Property EAW As discussed during review of the concept site plan at meetings held in 2022, access spacing on County Road 40/Cleveland Street NW is ½ mile for full access based on the 55-mph speed limit of the roadway. 185th Avenue meets Access spacing guidelines for full access to County Road 40. Right and Left turn/bypass lanes are required at this location. It appears the layout provided may reflect this. Road J does not meet access spacing guidelines for a full access as it is not ½ mile from County State Aid Highway 12, or from 185th Avenue. The access will be limited to a right turn in, right turn out and left turn in. A left turn out will not be allowed. The entrance in the build condition will require construction of a center median at the left turn lane into the site, a porkchop island on Road J, or a combination that restricts the ability to turn left out of the site. Should it be determined that vehicles leaving Road J are turning left ZC PC: 07-23-2024 CC: 08-19-2024 Page 172 of 327 out, Sherburne County reserves the right to close off the Left turn in movement. It should be noted that with anticipated development on the east side of County Road 40 aligning with Road J, the intersection will be reviewed to determine if access will be restricted to a right turn in, and right turn out for all movements on both sides of the road. As outlined in Chapter 7, Implementation Plan from Driving Forward, Sherburne County Transportation plan, Traffic Impact Analysis section, a traffic impact analysis is requested to evaluate how a proposed land development or land use change would impact the operation and safety of the county highway system. The analysis should include the intersections of 185th and Road J with County Road 40. The analysis does not preclude the requirement to follow access spacing guidelines noted above. 5. V 24-10 Heritage Millwork – 16767 Gateway Road Variance for parking requirements 1. No concerns or issues with the application as proposed. ZC BOA: 07-23- 2024 CC: 08-19-2024 6. CR 24-05 The Specht Family Farm - Capstone Homes Concept Review for housing development 1. No concerns or issues with the application as proposed. ZC PC: 07-23-2024 CC: 08-19-2024 7. V 24-11 Ron Touchette – Rock Solid Companies – 414 Main St. NW Setback Variance 1. No concerns or issues with the application as proposed. ZC BOA: 07-23- 2024 CC: 08-19-2024 Page 173 of 327 ver Ordinance 24 - 12 to be removed Underlines to be added An Ordinance Amending Chapter, 30, Division 9, Other Nonoverlay Districts, of the City of Elk River, Minnesota, City Code The City Council of the City of Elk River does hereby ordain as follows: SECTION 1. That Chapter 30, Division 9, Other Nonoverlay Districts, of the City of Elk River Code of Ordinances shall be amended to add the following Subdivision and Section: Subdivision III. AV12roved Planned Unit Development Districts Section 30-1600. — Bradford Park PUD a) Legal Description. The followings described propem located within the Cit) of Elk River, Sherburne County Minnesota is hereby zoned PUD Planned Unit Development: The followingi-rohem located in Section 36. Township 33, Range 26, Sherburne County. Minnesota: The South Half of the Northwest Quarter, the Southwest Quarter of the Northeast Quarter; the North Half of the Southwest Quarter; the Southeast Quarter of the Southwest Quarter; the Southwest Ouarter of the Southeast [_]uarter: and the Northwest ( ]uarter of the Southeast Quarter; excepting..; from the forgoing. description the following described Parcel 1 and Parcel 2; but adding to the forgoing description an easement over the Easement Parcel. described below: Parcel 1: The East 660 feet of the South 660 feet of the North 936 feet of the Northwest Quarter of the Southeast ()uarter of said Section 36. Parcel 2: The West 825 feet of the North 550 feet of the South 600 feet of the Southwest Quarter of the Southeast Quarter: together with that part of the East 75 feet of the Southeast Quarter of the Southwest [ ]uarter h-ing*South of the Westerly extension of the North line of said South 600 feet of the Southwest Quarter of the Southeast Quarter; all being part of Section 36, Townsh #-) 33, Range 26; b) PUD Development Standards. The propert y shall be subject to the following; standards. Last Updated January 2023 P 0 9 E A I I 11NATMEI Page 174 of 327 Strikattgks to be removed Underlines to be added 1) Uses a. Permitted Uses 1. Residential, single famib,. 2. Residential facilities (one to six persons) 3. State licensed residential facilities or a housing; with services establishment registered under chapter 144D serving; six or fewer persons, a licensed day- care facility serving; 12 or fewer persons, and a }group family day care facility licensed under Minnesota Rules ~arts 9502.0315 to 9502.0445 to serve 14 or fewer children shall be considered a permitted single family residential use of propern for the purposes of zoning;, except that a residential facility whose 17rimar- purpose is to treat juveniles who have violated criminal statutes relating; to sex offenses or have been adjudicated delinquent on the basis of conduct in violation of criminal statutes relating; to sex offenses shall not be considered a_permitted use. b. Accesson Uses 1. Accesson- dwelling; units 2. Residential occupations. 3. Structures, accessory. 4. Towers (less than 60 feet in height) 5. Sit*ns (as nermitted in section 30-851 et seu.). c. Conditional Uses 1. Kennels. private 2) Lot Size a. The PUD permits lot sizes as follows: Lot Tvl2e Unit Count Minimum Minimum TY12ical Lot Area Lot Width Lot Depth Min. 55' Sin VIe-Famil Lots 112 55' - 0" 130' - 0" 7.150 SF Min. 65' Sin le-Famil Lots 202 65' - 0" 1 130' - 0" 8.450 SF 3) Setbacks a. Single Family Lots 1. Primary Structures Front Setback 25' - 0" Side Setback 7' - 6" Rear Setback 20' - 0" Corner Front Setback 20- 0" Last Updated January 2023 O 1! E A E I 11INATUREI Page 175 of 327 Stiiked--ffatighs to be removed Underlines to be added v 2. Accessop Structures u Front Setback 25' - 0" Side Setback 5' - 0" Rear Setback 5- 0" Corner Front Setback 1 20' - 0" 3. Accessoa, structures shall be limited to two -detached structures. 4. Total garage space (attached and detached) shall be limited to 1,200 SF. 5. All other setbacks shall be consistent with the relevant section of the cit% code. 4) Additional DesiVti Standards: a. Drivewa vs width is limited to 20' — 0" as measured at the front propem line or the entire distance between the curb and sidewalk. b. Drivewa -s must be setback 5'-0" from side pro err lines. c. Internal monotony code 1. Adiacent homes shall not repeat the same facade desil,i or prima , exterior color. 2. This standard also applies to the nearest three lots across the street. 3. The builder shall demonstrate compliance with this standard when the building; permit is submitted. 5) And standard not specifically described within this section shall remain consistent with the City of Elk River Code of Ordinances. c) Development Plans. The PUD shall be developed in accordance with the following plans, as amended from time to time. on file at cit} hall. Plan A — Preliminary Plat of Bradford Park as approved b}- the Elk River Citti' Council on l uh 17, 2023, and subject to all conditions of aup proval. Plan B — Bradford Park Phase 1 Construction Plans prepared by ISG and dated March 25 2024. Last Updated January 2023 NATURE Page 176 of 327 to be removed Underhnes to be added SECTION 4. That this ordinance shall take effect upon adoption and be published as provided by law. Passed and adopted by the City Council of the City of Elk River this 20th day of May, 2024. U-041, John . Die , May ATTEST: Tina Allard, City Clerk rIIEaII It NA TURD Last Updated January 2023 Page 177 of 327 Page 178 of 327 Strikethroughs to be removed Underlines to be added Last Updated January 2023 Ordinance 24 - 19 An Ordinance Amending Chapter, 30, Division 9, Other Nonoverlay Districts, of the City of Elk River, Minnesota, City Code The City Council of the City of Elk River does hereby ordain as follows: SECTION 1. That Section 30-1600 (c), Bradford Park PUD, of the City of Elk River Code of Ordinances shall be amended to add the following Subdivision and Section: Section 30-1600. – Bradford Park PUD (c) Development Plans. The PUD shall be developed in accordance with the following plans, as amended from time to time, on file at city hall. Plan A – Preliminary Plat of Bradford Park as approved by the Elk River City Council on July 17, 2023, and subject to all conditions of approval. Plan B – Bradford Park Phase 1 Construction Plans prepared by ISG and dated March 25, 2024. Plan C – Preliminary Plat of Bradford Park South as approved by the Elk River City Council on August 19, 2024, and subject to all conditions of approval. SECTION 2. That this ordinance shall take effect upon adoption and be published as provided by law. Passed and adopted by the City Council of the City of Elk River this 19th day of August, 2024. ______________________________ John J. Dietz, Mayor ATTEST: _______________________________ Tina Allard, City Clerk Page 179 of 327 Bradford Park South Preliminary Plat Page 180 of 327 Page 181 of 327 Page 182 of 327 Background §Lennar proposes the second phase of Bradford Park §119 new single-family lots. §Previous approval of 314, total of 433. §All housing is detached single-family §Townhomes removed from plans §Comprehensive Plans guides for Mixed-residential uses Page 183 of 327 Page 184 of 327 Comprehensive Plan §The Comp plan guides the property for Mixed Residential Neighborhood Uses §Encourages neighborhoods with multiple housing types. §Attached and detached Page 185 of 327 Streets and Parking §All streets would be constructed according to city standards §60-foot R/W with a 34-foot street §Allows parking on both sides §Parking analysis demonstrates sufficient on-street parking §PUD standards limit driveway width to 20-feet. §All streets will have a sidewalk on at least one side. Page 186 of 327 Parcel Design/Layout §Current application includes 65- and 55-foot single- family parcels. §65-foot lots have become common throughout community §55-foot and smaller have been reserved for “villas” §Proposed setbacks §Front 25 feet (20 feet on corner) §Sides 7.5 feet §Rear 20 feet Page 187 of 327 65’Page 188 of 327 Trails and Parks §Bradford Park Development includes a trail network in addition to sidewalks §Largest feature is circular trail around the pond+ §Staff recommends additional mid-block trail. §Parks Commission reviewed on August 14th. §Recommended additional trail on NE corner of pond to complete a circular loop. §Land dedication recommended for this area §Remainder of required dedication will be cash dedication per unit. Page 189 of 327 Page 190 of 327 City Utilities §All home sites will connect to city utilities §Large stormwater features included on multiple outlots Page 191 of 327 Environmental and Landscaping §The project proposes to fill existing wetlands §Working with staff and consultants to meet state standards §A significant number of trees will be removed §Landscape plan includes boulevard and backyard trees §Generally, two per parcel Page 192 of 327 Planning Commission and Public Comment §Public hearing held July 23, 2024. §No comments during the meeting §Neighboring resident contacted staff after meeting. §Staff reviewed plans with resident – no concerns. §PC discussed lot sizes and the market trend towards smaller lots. §PC supported removal of townhomes §Narrower lots address affordability. §PC unanimously recommended approval. Page 193 of 327 Page 194 of 327 Actions Requested Approve, by motion, the Preliminary Plat of Bradford Park South with the 18 conditions noted in memo (2 added after PC). Adopt, by motion, an ordinance updating the PUD ordinance for Bradford Park. Page 195 of 327 Page 196 of 327