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HomeMy WebLinkAbout4.c. Caramore Crossing FPEXECUTIVE SUMMARY Planning Commission Meeting: March 30, 2021 Tentative City Council Meeting: April 20, 2021 AG ENDA ITEM: Request by D.R. Horton for a Final Plat for Caramore Crossing 2nd Addition AGENDA SECTION: Consent PREPARED BY: Eric Van Oss, Economic Development Coordinator AGENDA NO. 4.c. ATTACHMENTS: Site Location; Final Plat; Construction Plans, Engineer’s Memo dated March 26, 2021 APPROVED BY: LM RECOMMENDED ACTION: Motion to recommend that the City Council approve the Final Plat for Caramore Crossing 2nd Addition, subject to the following conditions: 1.Execution of a Subdivision Agreement. 2.Drainage and utility easements with storm sewer infrastructure, except ponding or infiltration areas, may contain fences, but shall be required to include gates to provide truck access; shall prohibit sheds or other accessory structures; and shall prohibit landscaping that would impede drainage. 3.Compliance with the requirements of the Dakota County Plat Commission contained in the memorandum dated June 13, 2019. 4.Provision of $20,790 for Landscaping Surety. 5.Provision of $93,500 for Fee-in-Lieu of Park Dedication. 6.Compliance with the conditions and standards within the City Engineer’s Memorandum dated June 25, 2019. SUMMARY Applicant: D.R. Horton Location: West of Akron Avenue, north of Bonaire Path West, and east of Bella Vista (1283 Bonaire Path West) Acres: Approximately 20 Acres Proposed Lots: 44 Lots Gross Density: Approx. 2.2 Units/Acre Wetlands/Arterial Road ROW: Approximately 1 acres Net Density: 2.2 Units/Acre Existing Comp Plan Designation: LDR – Low Density Residential Existing Zoning: R1 – Low Density Residential The Planning Commission is being asked to consider an application from D.R. Horton for a Final Plat for Caramore Crossing to allow the subdivision of 44 lots. The final plat is necessary to facilitate subdivision of the property into individual residential lots, outlots, and public streets. Staff finds the application consistent with the Caramore Crossing Preliminary Plat and recommends approval of this application subject to the conditions listed above. 2 BACKGROUND The Planning Commission recommended approval of a preliminary plat and planned unit development (PUD) to allow 177 lots on 75 acres at its February 26, 2019, meeting. The City Council approved the preliminary plat and PUD at a later meeting. Caramore Crossing was originally part of an approximately 160-acre parcel located in the northwest quadrant of the intersection of Akron Avenue and Bonaire Path. The land owned by the McMenomy family extends west to the Bella Vista subdivision. Following the approval of the preliminary plat and planned unit development plan, the applicant platted that parcel into two outlots to facilitate the applicant’s acquisition of the portion containing Caramore Crossing. As a condition of that approval, easements were granted for the construction of Autumn Path on the western boundary of the McMenomy property. This first phase of development, Caramore Crossing 1st Addition, was located in southern portion of Caramore Crossing. The 1st Addition final plat contained just under half (82) of the overall lots to be developed in Caramore Crossing, including the association-maintained detached townhomes, referred to as Freedom Homes by the applicant, on the southeast portion of the overall development area. D.R. Horton is the applicant for the 2nd Additional phase of development. The 2nd Addition will contain 44 lots. In addition to the residential lots, the final plat contains outlots for stormwater infrastructure, a future regional trail, and street development. The Dakota County Plat Commission will review the proposed plat for the second phase of Caramore Crossing at the March 31, 2021 meeting. The conditions of approval contained within the County recommendation for the first addition related to the recording of restricted access along Akron Avenue. ISSUE ANALYSIS Legal Authority. The final plat application is Quasi-Judicial because the City has a set of standards and requirements for reviewing this type of application that is described in detail below. Generally, if the final plat meets the ordinance requirements it must be approved. Land Use and Zoning . The subject property was rezoned from AG – Agricultural to R1 PUD – Low Density Residential Planned Unit Development in the Planned Unit Development Master Development Plan, subject to conditions: 1. The front elevation design shall include one of the following elements: a. Three and a half (3.5) feet of brick or stone wainscoting, excluding doors, windows or the wall behind the front porch; b. A front porch with railing that extends at least 30% of the width of the front elevation, including the garage; c. A side entry garage; d. Or, no more than 70% lap siding, excluding doors and windows. 2. A deviation from City Code Section 11-2-15 F. so that the Freedom Home designs do not need to include an option for a three-garage stall. 3. A deviation from City Code Section 11-4-5 F.1. to reduce the interior lot minimum area of 10,000 to 7,500 square feet and corner lot minimum area from 12,000 to 9,500 square feet. 4. A deviation from City Code Section 11-4-5 F.2. to reduce the minimum lot width to fifty-five (55) feet for interior and seventy (70) feet for corner lots. 5. A deviation from City Code Section 11-4-5 F.4. to reduce the front yard setback to twenty-five (25) feet. 6. A deviation from City Code Section 11-4-5 F.5. to reduce the side yard setback to seven and one half (7.5) feet. 7. A deviation from City Code Section 11-4-5 F.9. to reduce the maximum lot coverage to fifty 3 percent (50%) for lots less than 8,250 square feet, forty percent (40%) for lots between 8,250 square feet and 9,750 square feet and thirty five percent (35%) for lots over 9,750 square feet. The final plat is consistent with the preliminary plat that was approved in 2019. Many of the other standards are addressed at the building permit stage when an individual site survey is reviewed by the City. Final Plat. Standards for reviewing subdivision requests are detailed in Title 12 of the Rosemount City Code. This section of the Code outlines the two-step Preliminary and Final Plat process for land subdivision. In this case, the Caramore Crossing preliminary plat was approved on February 26, 2019 consisting of 177 single-family lots. The current application proposes to plat 44 single-family lots for the second phase of Caramore Crossing as well as outlots for stormwater infrastructure. Standard perimeter drainage and utility easements, as well as blanket drainage and utility easements over the outlots, will be dedicated with this plat. This final plat is consistent with the approved Caramore Crossing preliminary plat. Parks and Open Space. The developer is pursuing a combination of land dedication and fee in lieu of dedication. The total amount to be paid is $372,300. Because the land dedication will not happen until the last phase, the City is requesting the developer to pay the balance with the 2nd Addition. The developer will then owe nothing with the last phase, which will include the City’s park land. The total due would therefore be $93,500 with the 2nd Addition final plat. Engineering All sidewalks and other public improvement depicted on the preliminary development plans are included on the attached submission materials. The City Engineer has provided a review memorandum for the proposed final plat. The applicant has provided updated plans that address comments contained in the Engineer’s review memo, which are included in the attachments. No issues of significance were identified by the City Engineer. RECOMMENDATION Staff is recommending approval of the final plat, subject to conditions, based on the information provided by the applicant and reviewed within this report N:\0013007.02\DWG\CIVIL\FINAL UTILITY PLAN\0013007.02C-CVF01.DWG CARAMORE CROSSING 2ND ADDITION © 2021 Westwood Professional Services, Inc.SHEET INDEXCONSTRUCTION PLANSCARAMORE CROSSING 2ND ADDITIONROSEMOUNT, MNPREPARED FOR:DR HORTON, INC. - MINNESOTA20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044CONTACT: REID SCHULZPHONE: 952-985-3757EMAIL: RTSCHULZ@DRHORTON.COMSITEVicinity Map(NOT TO SCALE)SHEETSREVISIONDATENO.........................FORFORSANITARY SEWER, WATER MAIN,STORM SEWER, AND STREETSPREPARED BY:PROJECT NUMBER: 0013007.02CONTACT: FRANCIS D HAGEN IIPhone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150CONSTRUCTION PLANSCARAMORE CROSSING 2ND ADDITIONROSEMOUNT, MNFORFORSANITARY SEWER, WATER MAIN,STORM SEWER, AND STREETSINITIAL SUBMITTAL DATE: 02/25/21SHEET: 1 OF 20PROJECT NUMBER: 0013007.02Sheet List TableSHEET NUMBERSHEET TITLE1Cover2Overall3Sanitary Sewer and Watermain Construction Plan4Sanitary Sewer and Watermain Construction Plan5Sanitary Sewer and Watermain Construction Plan6Sanitary Sewer and Watermain Construction Plan7Street & Storm Sewer Construction Plan8Street & Storm Sewer Construction Plan9Street & Storm Sewer Construction Plan10Storm Sewer Construction Plan11Details12Details13Details14Intersection Detail15MnDOT Pedestrian Ramp Details16MnDOT Pedestrian Ramp Details17MnDOT Pedestrian Ramp Details18MnDOT Pedestrian Ramp Details19MnDOT Pedestrian Ramp Details20MnDOT Pedestrian Ramp Details 202122232425262728293031323312 24 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 1282345678910 11 1 213141516171819 202122 23 2425202121234567891011121314151617181234567654311234567891011121314151617181912132412754321OUTLOT B-2ND ADDNOUTLOT A-2ND ADDN11A1A22A33A5A11413121110987654342910111213141516 1718192021 2223242526 2STSSSSSSSSWATMH-37FUT. MH-47MH-38MH-36MH-57MH-35MH-34FUT. MH-40MH-39MH-33MH-56MH-48EX. MH-32MH-49MH-55MH-50MH-54MH-51MH-53MH-52CB-101CBMH-100STMH-98CB-99STMH-97CB-96CBMH-95CBMH-148CB-149CBMH-94CBMH-104CBMH-102BCBMH-103STMH-93CBMH-102CB-102ACB-105ACBMH-105STMH-147CB-92EX. CBMH-91CB-145ACBMH-143CB-144STMH-146STMH-142CBMH-141CBMH-140CBMH-145EX. FES-90STMH-139FES-138N:\0013007.02\DWG\CIVIL\FINAL UTILITY PLAN\0013007.02C-OAF01.DWG 202PROJECT NUMBER: 0013007.02ROSEMOUNT, MN02/25/21FDHIIIFDHIIFDHIII© 2021 Westwood Professional Services, Inc.CARAMORE CROSSING 2NDADDITIONOVERALL20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044CARAMORE CROSSING 2ND ADDITION02/25/211771602/25/21FRANCIS D HAGEN IIDR HORTON, INC. - MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com0'100'200'300'1" = 100'..........EXISTINGPROPOSEDOVERALL UTILITY LEGENDSANITARY SEWERSTORM SEWERWATER MAINHYDRANTDRAIN TILEFUTURE100'20' OR 10'SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTASANITARY SEWERSTORM SEWERWATER MAINHYDRANTDRAIN TILESANITARY SEWERSTORM SEWERWATER MAINHYDRANTDRAIN TILESTROM SEWER CASTING SCHEDULEStructureCasting TypeNumberTypeDia.92CB2'x 3'R-3067-V93STMH48"R-164294CBMH48"R-3067-V95CBMH48"R-3067-V96CB2'x 3'R-3067-V97STMH48"R-164298STMH48"R-164299CBMH2'x 3'R-3067-V100CBMH48"R-3067-V101CB2'x 3'R-3067-V102CBMH48"R-3067-V102ACB2'x 3'R-3067-V102BCBMH48"R-3067-V103CBMH48"R-3067-V104CBMH48"R-4342105CBMH48"R-4342105ACB27"R-4342138FES21"w/TRASHGUARD139STMH48"R-1642140CBMH48"R-3067-V141CBMH48"R-3067-V142STMH48"R-1642143CBMH48"R-3067-V144CB2'x 3'R-3067-V145CBMH48"R-4342145ACB27"R-4342146STMH48"R-1642147STMH48"R-1642148CBMH48"R-3067-V149CB2'x 3'R-3067-V 2345 6 1314 15 1620 1617183456761234567121321A233A114131211105434214151617181920212223SSARDROE AVENUEARBOR PATHSEE SHEET 58"-11 1/4°BEND4" PVC SCH 40 SANITARYSEWER SERVICE (TYP.)1" COPPER SERVICEw/CURB STOP (TYP.)HYD w/AUX VALVE10'-6" DIP8"x6" TEEGRND EL=961.35REMOVE & SALVAGE TEMPORARYHYDRANT; CONNECT TOEXISTING 8" W.M.REMOVE PLUG & CONNECTTO EXISTING SANITARYSEWERARBOR PATHSEE SHEET 6AVERY WAY952.0WYE=0+48962.8L=38'951.0WYE=1+14961.7L=37'949.6WYE=0+35960.4L=37'948.3WYE=0+70959.2L=37'951.4WYE=0+84959.2L=42'952.4WYE=0+20960.0L=42'950.1WYE=0+83961.0L=45'951.1WYE=0+07962.2L=41'MH-33MH-34MH-35EX. MH-328"-11 1/4°BEND8"-11 1/4°BEND8"-11 1/4°BEND8" G.V.8"x8"CROSS336' - 8" DIP CL 52 W.M.EXTRA DEPTH92593093594094595095596096597097592593093594094595095596096597097514+5015+0016+0017+0018+0019+0020+0021+0022+0023+0024+00327 LF - 8" PVCSDR 35@ 2.52%MH-35STA: 16+50RE=960.80IE=NW 948.80IE=S 948.80DEPTH=12.00150 LF - 8" PVCSDR 35@ 1.50%MH-34STA: 18+00RE=958.55IE=N 946.55IE=S 946.55DEPTH=12.0098 LF - 8" PVCSDR 35@ 1.78%DROP MH-33STA: 19+18RE=956.77IE=N 944.45IE=E 930.58IE=W 944.45IE=S 930.58DEPTH=26.19112 LF - 8" PVCSDR 35@ 0.50%20 LF - 8" PVCSDR 35@ 0.50%EX. MH-32RE=953.22IE=929.92 (N)IE=929.92 (S)TOP OF WMSTA=22+24.2ELEV=944.0818" RCPSTA=19+37.8EL.=945.783.0' CLRTOP OF WMSTA=19+37.8ELEV=943.7815" RCPSTA=17+06.4EL.=955.563.1' CLR74'-8" DIP CL 52 W.M.7.5' MIN COVER15" RCPSTA=21+70.7EL.=946.823.1' CLRTOP OF WMSTA=21+70.7ELEV=943.778" GVSTA=19+60.8EL=943.788"x8" CROSSSTA=19+08.9EL=942.83TOP OF WMSTA=17+06.4ELEV=952.508"x6" TEESTA=16+24.3EL=953.73213' - 8" DIP CL 52 W.M.7.5' MIN COVERTOP OF WMSTA=16+00.0ELEV=954.1020 LF - 8" DIP@1.78%N:\0013007.02\DWG\CIVIL\FINAL UTILITY PLAN\0013007.02C-UTF01.DWG 203PROJECT NUMBER: 0013007.02ROSEMOUNT, MN02/25/21FDHIIIFDHIIFDHIII© 2021 Westwood Professional Services, Inc.CARAMORE CROSSING 2NDADDITIONSANITARY SEWER ANDWATERMAIN CONSTRUCTIONPLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044CARAMORE CROSSING 2ND ADDITION02/25/211771602/25/21FRANCIS D HAGEN IIDR HORTON, INC. - MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'..........50'10' OR 5'LEGENDSANITARY SEWER SERVICE WYE LOCATION ONMAIN LINE FROM DOWNSTREAM MANHOLESANITARY SEWER SERVICEINVERT ELEVATION @ END OF SERVICEDENOTES ELEVATION OF THE TOP OF WATERSERVICE STOP BOXWATER SERVICES TO BE 1" TYPE K COPPER, PLACE TO 9' BEYOND PROPERTYLINE WITH CURB STOP PLACED AT THE END. LOCATIONS TO BE FIELD VERIFIEDTHE DISINFECTION OF THE WATER MAIN SHALL BE PREFORMED ACCORDINGTO THE CITY OF ROSEMOUNT SPECIFICATIONS, 2015 EDITION AND THEPROJECT MANUALSANITARY SEWER SERVICES TO BE 4" PVC SDR 26, PLACED TO 10' BEYOND THEPROPERTY LINE, 10' DEEP AT THIS POINT; A 45° BEND AND A 5' RISER SHALL BEADDED AT THIS POINT. SEE CITY SPEC FOR SERVICES WHERE COVER OVERTOPOF SEWER IS GREATER THAN 12', LOCATIONS TO BE FIELD VERIFIEDUTILITY SERVICES SHALL HAVE A MINIMUM 3' SEPARATION (TYP)SEE CITY SPEC FOR WATER MAIN REACTION BLOCKING4" POLYSTYRENE INSULATION SHALL BE PLACED AT STORM SEWER CROSSINGS,OR AS DIRECTED BE THE ENGINEERSILT FENCE DAMAGED BY CONSTRUCTION SHALL BE REPAIRED AS INCIDENTALTO CONSTRUCTIONALL SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS SHOWNOTHERWISEALL WATERMAIN VALVES SHALL BE POSITIONED SUCH THAT THERY ARE NOT INTHE CURB & GUTTERACTIVATION OF WATERMAIN BY CITY PERSONNEL ONLY. MINIMUM OF 48HOUR NOTICE BEFORE ACTIVATIONALL SANITARY SEWER RISERS SHALL BE 4" SDR 26 UNLESS OTHERWISE NOTEDGENERAL NOTESXXX.XX.X' RISERXXX.XWYE = X+XXARDROE AVENUESHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAL=XX'DENOTES LENGTH OF SANITARY SEWER SERVICERISERDENOTES LENGTH OF SEWER SERVICE 23415 16 17 18 19 2425212121213141516171812345676543112345OUTLOT B-2ND ADDN1A22A3114133291011121314151617181920SWATWATARDROE AVENUEARBOR PATHSEE SHEET 68" G.V.8"-11 1/4°BEND4" SANITARY SEWERSERVICE (TYP.)1" COPPER SERVICEw/CURB STOP (TYP.)HYD w/AUX VALVE14'-6" DIP8"x6" TEEGRND EL=971.41953.0WYE=1+12964.1L=38'955.7WYE=1+78966.5L=39'958.2WYE=2+43969.0L=40'951.0WYE=0+61962.8L=42'ARDROE AVENUEMH-35MH-36MH-37MH-38961.7WYE=1+06972.8L=44'960.8WYE=1+43971.6L=46'961.0WYE=1+40971.6L=42'8"-11 1/4°BEND8"-11 1/4°BEND8"x8" CROSS8" G.V.REMOVE PLUG ANDCONNECT TO EXISTING8" WATERMAIN9409459509559609659709759809409459509559609659709759809+0010+0011+0012+0013+0014+0015+0016+0017+00MH-38STA: 10+44RE=970.58IE=S 958.58DEPTH=12.00148 LF - 8" PVC SDR 35@ 0.60%MH-37STA: 11+92RE=971.96IE=N 957.69IE=SE 957.69DEPTH=14.27130 LF - 8" PVC SDR 35@ 0.50%MH-36STA: 13+23RE=969.46IE=NW 957.04IE=SE 957.04DEPTH=12.42327 LF - 8" PVC SDR 35@ 2.52%MH-35STA: 16+50RE=960.80IE=NW 948.80IE=S 948.80DEPTH=12.00TOP OF WMSTA=16+00.0ELEV=954.108" GVSTA=13+57.4EL=961.353.3' CLR15" RCPSTA=13+36.8EL.=965.08TOP OF WMSTA=13+36.8ELEV=961.748"x8" CROSSSTA=13+10.5EL=962.258"x6" TEESTA=10+62.6EL=963.758" GVSTA=10+21.9EL=962.40TOP OF WMSTA=10+16.9ELEV=962.24583' - 8" DIP CL 52 W.M.7.5' MIN COVERN:\0013007.02\DWG\CIVIL\FINAL UTILITY PLAN\0013007.02C-UTF01.DWG 204PROJECT NUMBER: 0013007.02ROSEMOUNT, MN02/25/21FDHIIIFDHIIFDHIII© 2021 Westwood Professional Services, Inc.CARAMORE CROSSING 2NDADDITIONSANITARY SEWER ANDWATERMAIN CONSTRUCTIONPLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044CARAMORE CROSSING 2ND ADDITION02/25/211771602/25/21FRANCIS D HAGEN IIDR HORTON, INC. - MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'..........50'10' OR 5'LEGENDSANITARY SEWER SERVICE WYE LOCATION ONMAIN LINE FROM DOWNSTREAM MANHOLESANITARY SEWER SERVICEINVERT ELEVATION @ END OF SERVICEDENOTES ELEVATION OF THE TOP OF WATERSERVICE STOP BOXWATER SERVICES TO BE 1" TYPE K COPPER, PLACE TO 9' BEYOND PROPERTYLINE WITH CURB STOP PLACED AT THE END. LOCATIONS TO BE FIELD VERIFIEDTHE DISINFECTION OF THE WATER MAIN SHALL BE PREFORMED ACCORDINGTO THE CITY OF ROSEMOUNT SPECIFICATIONS, 2015 EDITION AND THEPROJECT MANUALSANITARY SEWER SERVICES TO BE 4" PVC SDR 26, PLACED TO 10' BEYOND THEPROPERTY LINE, 10' DEEP AT THIS POINT; A 45° BEND AND A 5' RISER SHALL BEADDED AT THIS POINT. SEE CITY SPEC FOR SERVICES WHERE COVER OVERTOPOF SEWER IS GREATER THAN 12', LOCATIONS TO BE FIELD VERIFIEDUTILITY SERVICES SHALL HAVE A MINIMUM 3' SEPARATION (TYP)SEE CITY SPEC FOR WATER MAIN REACTION BLOCKING4" POLYSTYRENE INSULATION SHALL BE PLACED AT STORM SEWER CROSSINGS,OR AS DIRECTED BE THE ENGINEERSILT FENCE DAMAGED BY CONSTRUCTION SHALL BE REPAIRED AS INCIDENTALTO CONSTRUCTIONALL SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS SHOWNOTHERWISEALL WATERMAIN VALVES SHALL BE POSITIONED SUCH THAT THERY ARE NOT INTHE CURB & GUTTERACTIVATION OF WATERMAIN BY CITY PERSONNEL ONLY. MINIMUM OF 48HOUR NOTICE BEFORE ACTIVATIONALL SANITARY SEWER RISERS SHALL BE 4" SDR 26 UNLESS OTHERWISE NOTEDGENERAL NOTESXXX.XX.X' RISERXXX.XWYE = X+XXARDROE AVENUESHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAL=XX'DENOTES LENGTH OF SANITARY SEWER SERVICERISERDENOTES LENGTH OF SEWER SERVICE 1 2 1 1221231 2 4 1 2 5 891 011121314 15161720151617187111213141516171819211A121110987617181920212223 2SSMH-33MH-48MH-49MH-50MH-51MH-52945.8WYE=0+80956.6ARBOR PATHARDROE AVENUESEE SHEET 3 8" G.V.4" SANITARY SEWERSERVICE (TYP.)1" COPPER SERVICEw/CURB STOP (TYP.)HYD w/AUX VALVE12'-6" DIP8"x6" TEEGRND EL=948.29L=44'944.0WYE=0+09955.4L=43'944.0WYE=0+77954.9L=44'943.0WYE=0+30953.6L=43'940.5WYE=0+97951.4L=43'939.4WYE=0+23950.2L=44'938.6WYE=0+88949.5L=43'938.2WYE=0+42948.9L=42'940.3WYE=1+09950.9L=38'938.3WYE=0+77949.3L=37'937.6WYE=0+89948.5L=37'937.1WYE=1+07948.1L=44'937.1WYE=1+52948.2L=44'8"-22 1/2°BEND8"-22 1/2°BEND8"-22 1/2°BEND8"-22 1/2°BEND8"-22 1/2°BENDHYD w/AUX VALVE10'-6" DIP8"x6" TEEGRND EL=956.098" DIP PLUG8" PVC PLUG947.3WYE=0+95958.3L=43'947.2WYE=0+17958.1L=42'947.2WYE=0+53958.1L=44'MH-3911.5' RISER10.0' RISER8.5' RISER7.0' RISER4.5' RISER4.0' RISER3.0' RISER8"-11 1/4°BEND8" G.V.9259309359409459509559609659709259309359409459509559609659707+508+009+0010+0011+0012+0013+0014+0015+0016+0017+00DROP MH-33STA: 14+42RE=956.77IE=N 944.45IE=E 930.58IE=W 944.45IE=S 930.58DEPTH=26.1975 LF - 8" PVC SDR35@ 1.02%MH-52STA: 8+25RE=947.25IE=NW 935.25IE=S 935.25DEPTH=12.00175 LF - 8" PVC SDR 35@ 0.50%MH-51STA: 10+00RE=948.14IE=N 934.38IE=S 934.38DEPTH=13.7699 LF - 8" PVCSDR 35@ 0.50%MH-50STA: 11+00RE=949.38IE=N 933.88IE=SW 933.88DEPTH=15.50125 LF - 8" PVC SDR 35@ 0.50%MH-49STA: 12+25RE=953.19IE=NE 933.26IE=SW 933.26DEPTH=19.9499 LF - 8" PVCSDR 35@ 0.50%MH-48STA: 13+25RE=954.81IE=NE 932.76IE=W 932.76DEPTH=22.05117 LF - 8" PVC SDR 35@ 1.86%MH-39STA: 15+75RE=957.11IE=W 945.11IE=E 945.11DEPTH=12.0054 LF - 8" PVCSDR 35@ 0.67%8"x8" CROSSSTA=14+52.0EL=942.83TOP OF WMSTA=14+91.2ELEV=951.17TOP OF WMSTA=14+27.8ELEV=952.238"x6" TEESTA=13+96.0EL=944.678" GVSTA=14+76.3EL=942.8315" RCPSTA=10+53.7EL.=942.3315" RCPSTA=8+67.2EL.=938.382.5' CLR2.5' CLRTOP OF WMSTA=10+53.7ELEV=939.83TOP OF WMSTA=8+67.1ELEV=935.918"x6" TEESTA=9+99.0EL=939.01770' - 8" DIP CL 52 W.M.EXTRA DEPTH70 LF - 8" PVCSDR 35@ 0.67%113 LF - 8" PVC SDR 35@ 0.50%81'-8" DIP CL 52 W.M.7.5' MIN COVERRISER=3.0' RISER=4.0' RISER=4.5' RISER=7.0' RISER=8.5'RISER=10.0'RISER=11.5'8" GVSTA=13+98.4EL=944.67N:\0013007.02\DWG\CIVIL\FINAL UTILITY PLAN\0013007.02C-UTF01.DWG 205PROJECT NUMBER: 0013007.02ROSEMOUNT, MN02/25/21FDHIIIFDHIIFDHIII© 2021 Westwood Professional Services, Inc.CARAMORE CROSSING 2NDADDITIONSANITARY SEWER ANDWATERMAIN CONSTRUCTIONPLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044CARAMORE CROSSING 2ND ADDITION02/25/211771602/25/21FRANCIS D HAGEN IIDR HORTON, INC. - MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'..........50'10' OR 5'LEGENDSANITARY SEWER SERVICE WYE LOCATION ONMAIN LINE FROM DOWNSTREAM MANHOLESANITARY SEWER SERVICEINVERT ELEVATION @ END OF SERVICEDENOTES ELEVATION OF THE TOP OF WATERSERVICE STOP BOXWATER SERVICES TO BE 1" TYPE K COPPER, PLACE TO 9' BEYOND PROPERTYLINE WITH CURB STOP PLACED AT THE END. LOCATIONS TO BE FIELD VERIFIEDTHE DISINFECTION OF THE WATER MAIN SHALL BE PREFORMED ACCORDINGTO THE CITY OF ROSEMOUNT SPECIFICATIONS, 2015 EDITION AND THEPROJECT MANUALSANITARY SEWER SERVICES TO BE 4" PVC SDR 26, PLACED TO 10' BEYOND THEPROPERTY LINE, 10' DEEP AT THIS POINT; A 45° BEND AND A 5' RISER SHALL BEADDED AT THIS POINT. SEE CITY SPEC FOR SERVICES WHERE COVER OVERTOPOF SEWER IS GREATER THAN 12', LOCATIONS TO BE FIELD VERIFIEDUTILITY SERVICES SHALL HAVE A MINIMUM 3' SEPARATION (TYP)SEE CITY SPEC FOR WATER MAIN REACTION BLOCKING4" POLYSTYRENE INSULATION SHALL BE PLACED AT STORM SEWER CROSSINGS,OR AS DIRECTED BE THE ENGINEERSILT FENCE DAMAGED BY CONSTRUCTION SHALL BE REPAIRED AS INCIDENTALTO CONSTRUCTIONALL SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS SHOWNOTHERWISEALL WATERMAIN VALVES SHALL BE POSITIONED SUCH THAT THERY ARE NOT INTHE CURB & GUTTERACTIVATION OF WATERMAIN BY CITY PERSONNEL ONLY. MINIMUM OF 48HOUR NOTICE BEFORE ACTIVATIONALL SANITARY SEWER RISERS SHALL BE 4" SDR 26 UNLESS OTHERWISE NOTEDGENERAL NOTESXXX.XX.X' RISERXXX.XWYE = X+XXARBOR PATHSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAL=XX'DENOTES LENGTH OF SANITARY SEWER SERVICERISERDENOTES LENGTH OF SEWER SERVICE 122 123 124 125 1262345678924251121234567891011121314OUTLOT A-2ND ADDN1141376543421112131415 937.6WYE=0+25948.7ARBOR PATHSEE SHEET 5 8"-22 1/2°BEND4" SANITARY SEWERSERVICE (TYP.)1" COPPER SERVICEw/CURB STOP (TYP.)HYD w/AUX VALVE17'-6" DIP8"x6" TEEGRND EL=954.978" PLUGL=43'MH-36MH-57MH-56MH-55MH-54MH-53MH-52937.6WYE=1+56948.3L=37'939.4WYE=0+39950.0L=38'944.8WYE=0+33955.3L=36'950.6WYE=0+48960.8L=36'953.7WYE=1+18964.4L=37'956.9WYE=1+83967.5L=39'958.3WYE=2+29969.0L=40'955.7WYE=1+64966.5L=42'952.7WYE=0+97963.3L=43'949.3WYE=0+31960.0L=44'946.4WYE=0+78957.2L=44'943.5WYE=0+12954.4L=43'940.8WYE=0+59951.8L=45938.2WYE=0+04949.3L=41'939.6WYE=0+04950.6L=41'ARDROE AVENUESEE SHEET 58"-22 1/2°BEND8"-22 1/2°BEND8"-22 1/2°BEND8"-22 1/2°BEND8" G.V8" G.VHYD w/AUX VALVE12'-6" DIP8"x6" TEEGRND EL=969.97HYD w/AUX VALVE17'-6" DIP8"x6" TEEGRND EL=950.149309359409459509559609659709759309359409459509559609659709751+002+003+004+005+006+007+008+009+00MH-36STA: 1+83RE=969.46IE=NW 957.04IE=SE 957.04DEPTH=12.42MH-57STA: 2+67RE=967.64IE=E 955.64DEPTH=12.00233 LF - 8" PVC SDR 35@ 4.74%MH-56STA: 5+00RE=956.60IE=W 944.60IE=E 944.60DEPTH=12.0094 LF - 8" PVC SDR 35@4.97%MH-55STA: 5+95RE=951.91IE=W 939.91IE=SE 939.91DEPTH=12.0094 LF - 8" PVC SDR 35@3.26%MH-54STA: 6+90RE=948.83IE=NW 936.83IE=SE 936.83DEPTH=12.0060 LF - 8" PVC SDR35@ 1.37%MH-53STA: 7+50RE=948.01IE=NW 936.01IE=SE 936.01DEPTH=12.0075 LF - 8" PVC SDR35@ 1.02%MH-52STA: 8+25RE=947.25IE=NW 935.25IE=S 935.25DEPTH=12.00TOP OF WMSTA=4+78.2ELEV=950.243.0' CLR15" RCPSTA=4+78.2EL.=953.223.0' CLR15" RCPSTA=2+19.2EL.=964.278" GVSTA=2+11.2EL=961.34TOP OF WMSTA=2+19.2ELEV=961.2815" RCPSTA=1+30.7EL.=965.623.3' CLRTOP OF WMSTA=1+30.7ELEV=962.378"x6" TEESTA=1+32.7EL=962.338" GVSTA=1+38.3EL=962.218" PLUGSTA=1+29.1EL=962.40671' - 8" DIP CL 52 W.M.7.5' MIN COVER8"x6" TEESTA=5+36.0EL=947.35N:\0013007.02\DWG\CIVIL\FINAL UTILITY PLAN\0013007.02C-UTF01.DWG 206PROJECT NUMBER: 0013007.02ROSEMOUNT, MN02/25/21FDHIIIFDHIIFDHIII© 2021 Westwood Professional Services, Inc.CARAMORE CROSSING 2NDADDITIONSANITARY SEWER ANDWATERMAIN CONSTRUCTIONPLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044CARAMORE CROSSING 2ND ADDITION02/25/211771602/25/21FRANCIS D HAGEN IIDR HORTON, INC. - MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'..........50'10' OR 5'LEGENDSANITARY SEWER SERVICE WYE LOCATION ONMAIN LINE FROM DOWNSTREAM MANHOLESANITARY SEWER SERVICEINVERT ELEVATION @ END OF SERVICEDENOTES ELEVATION OF THE TOP OF WATERSERVICE STOP BOXWATER SERVICES TO BE 1" TYPE K COPPER, PLACE TO 9' BEYOND PROPERTYLINE WITH CURB STOP PLACED AT THE END. LOCATIONS TO BE FIELD VERIFIEDTHE DISINFECTION OF THE WATER MAIN SHALL BE PREFORMED ACCORDINGTO THE CITY OF ROSEMOUNT SPECIFICATIONS, 2015 EDITION AND THEPROJECT MANUALSANITARY SEWER SERVICES TO BE 4" PVC SDR 26, PLACED TO 10' BEYOND THEPROPERTY LINE, 10' DEEP AT THIS POINT; A 45° BEND AND A 5' RISER SHALL BEADDED AT THIS POINT. SEE CITY SPEC FOR SERVICES WHERE COVER OVERTOPOF SEWER IS GREATER THAN 12', LOCATIONS TO BE FIELD VERIFIEDUTILITY SERVICES SHALL HAVE A MINIMUM 3' SEPARATION (TYP)SEE CITY SPEC FOR WATER MAIN REACTION BLOCKING4" POLYSTYRENE INSULATION SHALL BE PLACED AT STORM SEWER CROSSINGS,OR AS DIRECTED BE THE ENGINEERSILT FENCE DAMAGED BY CONSTRUCTION SHALL BE REPAIRED AS INCIDENTALTO CONSTRUCTIONALL SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS SHOWNOTHERWISEALL WATERMAIN VALVES SHALL BE POSITIONED SUCH THAT THERY ARE NOT INTHE CURB & GUTTERACTIVATION OF WATERMAIN BY CITY PERSONNEL ONLY. MINIMUM OF 48HOUR NOTICE BEFORE ACTIVATIONALL SANITARY SEWER RISERS SHALL BE 4" SDR 26 UNLESS OTHERWISE NOTEDGENERAL NOTESXXX.XX.X' RISERXXX.XWYE = X+XXARBOR PATHSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAL=XX'DENOTES LENGTH OF SANITARY SEWER SERVICERISERDENOTES LENGTH OF SEWER SERVICE 2345 14 15 16 17 18 2511415161718123456765411234561213241A22A33A114131211104342101112131415161718192021222324SSSURMOUNTABLE CURB& GUTTER (TYP.)25' RAD (TYP.)5' CONCRETE SIDEWALK(TYP.)PED RAMP w/TRUNCATEDDOME (TYP.)34'B-B60'ROWARDROE AVENUEARBOR PATHSEE SHEET 8ADJUST MH(TYP.)ADJUST G.V.(TYP.)BEGIN STREET, CURB & GUTTER,AND SIDEWALK CONSTRUCTION@ STA. 23+43.48EX. CBMH-91CB-92STMH-93CBMH-94CBMH-95CB-96STMH-97STMH-98REMOVE ANDSALVAGE EXISTINGTRAFFIC BARRICADESREMOVE 18" BULKHEADAND CONNECT TO EXISTINGSTORM SEWEREND STREET, CURB &GUTTER, AND SIDEWALKCONSTRUCTION @STA. 10+04.63ARBOR PATHSEE SHEET 9FUTURE AVERY WAYAVERY WAYSEE SHEET 8REMOVE 15" BULKHEADAND CONNECT TO EXISTINGSTORM SEWER9409459509559609659709759809409459509559609659709759809+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+00EX. CBMH-91RE=950.81IE=18" (N) 941.34IE=15" (W) 946.70IE=24" (S) 941.64IE=30" (SE) 940.3325 LF-18" RCPCL 5 @ 1.82%212 LF-18" RCP CL 5 @ 1.83%STMH-93RE=956.14IE=15" (N) 951.88IE=18" (W) 945.67IE=18" (S) 945.6768 LF-15"RCP CL 5 @ 1.14%CBMH-94RE=957.10IE=15" (N) 952.76IE=15" (S) 952.66143 LF-15" RCP CL 5 @ 1.50%CBMH-95RE=959.20IE=15" (NW) 955.01IE=15" (W) 955.19IE=15" (S) 954.91114 LF-15" RCP CL 5 @ 1.60%STMH-97RE=961.00IE=15" (NW) 956.93IE=15" (SE) 956.83273 LF-15" RCP CL 5 @ 2.60%STMH-98RE=969.05IE=15" (W) 964.95IE=15" (N) 964.13IE=15" (SE) 964.033.30%-1.92%-1.90%-1.50%-2.00%2.01%PVI STA = 13+22.76PVI ELEV = 969.51PVI STA = 19+18.45PVI ELEV = 956.82L.P ELEV = 961.75L.P. STA = 15+90.00PVI STA = 15+20.00PVI ELEV = 962.80A.D. = 2.98%K = 47.02140.00' VCPVC = 14+50.00ELEV = 965.93PVT = 15+90.00ELEV = 961.75L.P ELEV = 951.27L.P. STA = 21+70.70PVI STA = 21+60.00PVI ELEV = 949.14A.D. = 6.87%K = 36.41250.00' VCPVC = 20+35.00ELEV = 953.80PVT = 22+85.00ELEV = 953.06H.P ELEV = 972.70H.P. STA = 11+38.21PVI STA = 11+25.00PVI ELEV = 973.31A.D. = -5.22%K = 19.14100.00' VCPVC = 10+75.00ELEV = 971.66PVT = 11+75.00ELEV = 972.35H.P ELEV = 968.80H.P. STA = 13+60.00PVI STA = 14+05.00PVI ELEV = 967.95A.D. = -2.58%K = 34.8790.00' VCPVC = 13+60.00ELEV = 968.80PVT = 14+50.00ELEV = 965.93H.P ELEV = 956.09H.P. STA = 19+55.00PVI STA = 19+95.00PVI ELEV = 955.29A.D. = -1.73%K = 46.2880.00' VCPVC = 19+55.00ELEV = 956.09PVT = 20+35.00ELEV = 953.80H.P ELEV = 955.12H.P. STA = 23+65.00PVI STA = 23+25.00PVI ELEV = 954.32A.D. = -1.13%K = 70.6980.00' VCPVC = 22+85.00ELEV = 953.06PVT = 23+65.00ELEV = 955.12969.7 969.18 971.4 972.32 970.0 971.87 968.6 969.95 967.5 967.82 966.8 963.96 964.8 961.60 963.0 960.10 958.5 958.60 956.2957.10958.1954.97962.2951.96960.3951.39956.7953.52 972.1 970.83 970.9 972.67 969.3 970.91 967.8 968.99 967.2 INFINITY 965.8 962.52 964.1 960.85 961.2 959.35 957.4 957.85 955.9956.19960.3953.27962.6951.33958.0952.13956.5954.81CB-92RE=950.81IE=15" (E) 946.8320 LF-15" RCPCL 5 @ 0.43%11 LF-15" RCPCL 5 @ 0.41%CBMH-91SEE BELOWCB-96RE=959.54IE=15" (E) 955.5639 LF-15" RCPCL 5 @ 0.96%CBMH-95SEE BELOWN:\0013007.02\DWG\CIVIL\FINAL UTILITY PLAN\0013007.02C-STF01.DWG 207PROJECT NUMBER: 0013007.02ROSEMOUNT, MN02/25/21FDHIIIFDHIIFDHIII© 2021 Westwood Professional Services, Inc.CARAMORE CROSSING 2NDADDITIONSTREET & STORM SEWERCONSTRUCTION PLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044CARAMORE CROSSING 2ND ADDITION02/25/211771602/25/21FRANCIS D HAGEN IIDR HORTON, INC. - MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'..........50'10' OR 5'ARDROE AVENUELEGEND1.ADJUST ALL EXISTING CASTINGS, SEE TYPICAL SECTION FORMANHOLE ADJUSTMENTS2.ALL INTERSECTION RADII ARE TO 25' TO BACK OF CURB, UNLESSNOTED OTHERWISE3.SILT FENCE DAMAGED BY CONSTRUCTION SHALL BE REPAIREDAS INCIDENTAL TO CONSTRUCTION4.ALL INTERSECTION RADII SHALL BE TYPE B618 CURB & GUTTERUNLESS NOTED OTHERWISE (INCIDENTAL)GENERAL NOTESEXISTINGPROPOSEDGUTTER ELEVATION900.00900.00SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA 118 119 120 121 122 910 11 1 2131415161718201415 23456765413141516171819212A314131211109871617181920 2SURMOUNTABLE CURB &GUTTER PER CITY DETAIL25' RAD (TYP.)5' CONCRETE SIDEWALK(TYP.)PED RAMP w/TRUNCATEDDOME (TYP.)60'ROWARDROE AVENUESEE SHEET 7ADJUST MH (TYP.)ADJUST G.V.(TYP.)FURNISH & INSTALL SALVAGEDTRAFFIC BARRICADESEND STREET, CURB & GUTTER,AND SIDEWALK CONSTRUCTION@ STA. 16+35.43CB-105ACBMH-105CBMH-104CBMH-103CBMH-102BCB-102ACBMH-102STMH-93CB-144CBMH-143PROFILE AFUT. AVERY WAYARBOR PATH34'B-B9359409459509559609659709759359409459509559609659709759+0010+0011+0012+0013+0014+0015+0016+0016+501.00%3.89%1.50%1.99%-2.01%1.99%-1.00%PVI STA = 14+42.22PVI ELEV = 956.82L.P ELEV = 948.76L.P. STA = 10+56.50PVI STA = 11+14.00PVI ELEV = 949.33A.D. = 2.89%K = 39.81115.00' VCPVC = 10+56.50ELEV = 948.76PVT = 11+71.50ELEV = 951.57L.P ELEV = 955.38L.P. STA = 13+60.00PVI STA = 14+00.00PVI ELEV = 955.98A.D. = 0.49%K = 162.5280.00' VCPVC = 13+60.00ELEV = 955.38PVT = 14+40.00ELEV = 956.78L.P ELEV = 956.46L.P. STA = 14+75.21PVI STA = 14+75.00PVI ELEV = 956.16A.D. = 4.00%K = 15.0160.00' VCPVC = 14+45.00ELEV = 956.76PVT = 15+05.00ELEV = 956.76L.P ELEV = 956.99L.P. STA = 16+11.51PVI STA = 16+45.00PVI ELEV = 956.46A.D. = 3.72%K = 39.01145.00' VCPVC = 15+72.50ELEV = 957.18PVT = 17+17.50ELEV = 958.43H.P ELEV = 953.78H.P. STA = 12+53.00PVI STA = 12+13.00PVI ELEV = 953.18A.D. = -2.39%K = 33.4580.00' VCPVC = 11+73.00ELEV = 951.62PVT = 12+53.00ELEV = 953.78H.P ELEV = 957.29H.P. STA = 15+51.90PVI STA = 15+42.00PVI ELEV = 957.49A.D. = -2.99%K = 20.1060.00' VCPVC = 15+12.00ELEV = 956.89PVT = 15+72.00ELEV = 957.19945.3 947.20 942.5 948.19 940.2 949.43 942.0 952.57 945.1954.48951.6956.03960.7956.66962.5957.01 944.4 947.69 940.6 948.69 940.9 950.79 942.8 953.73 947.1955.23956.6956.67962.4957.29STMH-93RE=956.14IE=15" (N) 951.88IE=18" (W) 945.67IE=18" (S) 945.67CBMH-102BRE=956.53IE=15" (N) 946.76IE=18" (E) 946.51124 LF-18" RCP CL 5 @ 0.45%CBMH-102RE=956.13IE=18" (W) 945.96IE=15" (N) 952.04IE=18" (E) 945.9664 LF-18"RCP CL 5 @ 0.45%CBMH-143RE=948.27IE=15" (E) 944.15IE=15" (N) 944.05162 LF-15" RCP CL 5 @ 0.80%CBMH-102SEE LEFTCB-102ARE=956.08IE=15" (S) 952.1731 LF-15" RCPCL 5 @ 0.41%CBMH-143SEE BELOWCB-144RE=948.27IE=15" (W) 944.2831 LF-15" RCPCL 5 @ 0.42%9409459509559609659409459509559609650+001+002+003+004+004+50CBMH-102BRE=956.53IE=15" (N) 946.76IE=18" (E) 946.51CB-105ARE=953.70IE=15" (SE) 949.7071 LF-15"RCP CL 5 @ 2.24%CBMH-105RE=951.60IE=15" (NW) 948.10IE=15" (SE) 948.00118 LF-15" RCP CL 5 @ 0.45%CBMH-104RE=956.80IE=15" (NW) 947.47IE=15" (S) 947.3783 LF-15"RCP CL 5 @ 0.46%CBMH-103RE=956.53IE=15" (N) 946.99IE=15" (S) 946.8931 LF-15" RCPCL 5 @ 0.42%N:\0013007.02\DWG\CIVIL\FINAL UTILITY PLAN\0013007.02C-STF01.DWG 208PROJECT NUMBER: 0013007.02ROSEMOUNT, MN02/25/21FDHIIIFDHIIFDHIII© 2021 Westwood Professional Services, Inc.CARAMORE CROSSING 2NDADDITIONSTREET & STORM SEWERCONSTRUCTION PLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044CARAMORE CROSSING 2ND ADDITION02/25/211771602/25/21FRANCIS D HAGEN IIDR HORTON, INC. - MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'..........50'10' OR 5'ARBOR PATHLEGEND1.ADJUST ALL EXISTING CASTINGS, SEE TYPICAL SECTION FORMANHOLE ADJUSTMENTS2.ALL INTERSECTION RADII ARE TO 25' TO BACK OF CURB, UNLESSNOTED OTHERWISE3.SILT FENCE DAMAGED BY CONSTRUCTION SHALL BE REPAIREDAS INCIDENTAL TO CONSTRUCTION4.ALL INTERSECTION RADII SHALL BE TYPE B618 CURB & GUTTERUNLESS NOTED OTHERWISE (INCIDENTAL)GENERAL NOTESEXISTINGPROPOSEDGUTTER ELEVATION900.00900.00SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAPROFILE A 122 123 124 125 126234567891024252121231234567891011121314OUTLOT A-2ND ADDN1141387654342111213141516CB-101CBMH-100CB-99CBMH-148CB-149STMH-147STMH-146CBMH-141STMH-142SURMOUNTABLE CURB &GUTTER PER CITY DETAIL20' RAD (TYP.)5' CONCRETE SIDEWALK(TYP.)PED RAMP w/TRUNCATEDDOME (TYP.)34'B-B60'ROWARDROE AVENUESEE SHEET 7ADJUST MH (TYP.)ADJUST G.V.(TYP.)FURNISH & INSTALLTRAFFIC BARRICADESEND STREET, CURB & GUTTER,AND SIDEWALK CONSTRUCTION@ STA. 25+10ARBOR PATHSTMH-98SEE SHEET 10 SEE SHEET 10SEE SHEET 8935940945950955960965970975980 9359409459509559609659709759800+501+002+003+004+005+006+007+008+009+0010+00STMH-98RE=969.05IE=15" (W) 964.95IE=15" (N) 964.13IE=15" (SE) 964.03162 LF-15" RCP CL 5 @ 0.80%STMH-142RE=946.83IE=15" (W) 940.77IE=15" (S) 942.75IE=15" (N) 939.1820 LF-15" RCPCL 5 @ 1.00%CBMH-141RE=946.61IE=15" (S) 938.98IE=15" (N) 941.14IE=15" (E) 938.88118 LF-15" RCP CL 5 @ 1.00%STMH-146RE=947.87IE=15" (NW) 942.42IE=15" (S) 942.32124 LF-15" RCP CL 5 @ 2.60%STMH-147RE=951.19IE=15" (W) 945.75IE=15" (SE) 945.65123 LF-15" RCP CL 5 @ 4.69%CBMH-148RE=957.43IE=15" (N) 953.12IE=15" (E) 951.51CBMH-100RE=969.10IE=15" (NW) 965.32IE=15" (E) 965.22CB-101RE=969.50IE=15" (SE) 965.6737 LF-15" RCPCL 5 @ 0.96%59 LF-15" RCPCL 5 @ 0.45%37 LF-15" RCPCL 5 @ 0.43%CB-99RE=968.27IE=15" (S) 964.29L.P ELEV = 948.24L.P. STA = 7+32.00PVI STA = 6+52.00PVI ELEV = 949.05A.D. = 3.99%K = 40.10160.00' VCPVC = 5+72.00ELEV = 953.05PVT = 7+32.00ELEV = 948.24L.P ELEV = 947.07L.P. STA = 8+68.18PVI STA = 8+68.00PVI ELEV = 946.87A.D. = 2.01%K = 39.8280.00' VCPVC = 8+28.00ELEV = 947.27PVT = 9+08.00ELEV = 947.27-2.00%-5.00%-1.01%1.00%PVI STA = 1+82.74PVI ELEV = 969.51H.P ELEV = 968.41H.P. STA = 2+37.74PVI STA = 2+82.74PVI ELEV = 967.51A.D. = -3.00%K = 30.0190.00' VCPVC = 2+37.74ELEV = 968.41PVT = 3+27.74ELEV = 965.26968.1969.16968.7966.52961.4 961.65 947.0 956.65 937.0 951.75 935.2 948.69 940.5 947.56 945.3 947.20 968.8968.14966.1964.15 954.4 959.15 940.4 954.15 935.5 949.91 937.6 948.06 943.8 947.11 944.4 947.69CBMH-148SEE ABOVECB-149RE=957.23IE=15" (S) 953.2531 LF-15" RCPCL 5 @ 0.41%N:\0013007.02\DWG\CIVIL\FINAL UTILITY PLAN\0013007.02C-STF01.DWG 209PROJECT NUMBER: 0013007.02ROSEMOUNT, MN02/25/21FDHIIIFDHIIFDHIII© 2021 Westwood Professional Services, Inc.CARAMORE CROSSING 2NDADDITIONSTREET & STORM SEWERCONSTRUCTION PLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044CARAMORE CROSSING 2ND ADDITION02/25/211771602/25/21FRANCIS D HAGEN IIDR HORTON, INC. - MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'..........50'10' OR 5'ARBOR PATHLEGEND1.ADJUST ALL EXISTING CASTINGS, SEE TYPICAL SECTION FORMANHOLE ADJUSTMENTS2.ALL INTERSECTION RADII ARE TO 25' TO BACK OF CURB, UNLESSNOTED OTHERWISE3.SILT FENCE DAMAGED BY CONSTRUCTION SHALL BE REPAIREDAS INCIDENTAL TO CONSTRUCTION4.ALL INTERSECTION RADII SHALL BE TYPE B618 CURB & GUTTERUNLESS NOTED OTHERWISE (INCIDENTAL)GENERAL NOTESEXISTINGPROPOSEDGUTTER ELEVATION900.00900.00SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA 121 122 123 124 12523456789102512345 291011121314152A3114131211987654342121314151617ARBOR PATHSEE SHEET 9ARDROE AVENUESEE SHEET 7ARBOR PATHSEE SHEET 8PROFILE BPROFILE BSTMH-139CBMH-140CBMH-141STMH-142CBMH-145CB-145AFES-1384.6 CY CL 3 RIP RAP2.3 CY FILTER MATERIAL9259309359409459509559609259309359409459509559600+001+002+003+004+005+006+007+00CB-145ARE=949.00IE=15" (N) 945.50114 LF-15" RCP CL 5 @ 3.40%CBMH-145RE=945.10IE=15" (S) 941.62IE=15" (E) 941.52168 LF-15" RCP CL 5 @ 0.45%31 LF-15" RCPCL 5 @ 2.32%CBMH-140RE=946.61IE=15" (W) 938.16IE=18" (E) 937.91149 LF-18" RCP CL 5 @ 2.43%STMH-139RE=938.80IE=18" (W) 934.28IE=21" (N) 930.76102 LF-21" RCP CL 5 @ 0.74%FES-138IE=930.00STMH-142RE=946.83IE=15" (W) 940.77IE=15" (S) 942.75IE=15" (N) 939.1820 LF-15" RCPCL 5 @ 1.00%CBMH-141RE=946.61IE=15" (S) 938.98IE=15" (N) 941.14IE=15" (E) 938.88N:\0013007.02\DWG\CIVIL\FINAL UTILITY PLAN\0013007.02C-STF01.DWG 2010PROJECT NUMBER: 0013007.02ROSEMOUNT, MN02/25/21FDHIIIFDHIIFDHIII© 2021 Westwood Professional Services, Inc.CARAMORE CROSSING 2NDADDITIONSTORM SEWERCONSTRUCTION PLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044CARAMORE CROSSING 2ND ADDITION02/25/211771602/25/21FRANCIS D HAGEN IIDR HORTON, INC. - MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'..........50'10' OR 5'PROFILE BLEGEND1.ADJUST ALL EXISTING CASTINGS, SEE TYPICAL SECTION FORMANHOLE ADJUSTMENTS2.ALL INTERSECTION RADII ARE TO 25' TO BACK OF CURB, UNLESSNOTED OTHERWISE3.SILT FENCE DAMAGED BY CONSTRUCTION SHALL BE REPAIREDAS INCIDENTAL TO CONSTRUCTION4.ALL INTERSECTION RADII SHALL BE TYPE B618 CURB & GUTTERUNLESS NOTED OTHERWISE (INCIDENTAL)GENERAL NOTESEXISTINGPROPOSEDGUTTER ELEVATION900.00900.00SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA N:\0013007.02\DWG\CIVIL\FINAL UTILITY PLAN\0013007.02C-DTF01.DWG 2011PROJECT NUMBER: 0013007.02ROSEMOUNT, MN02/25/21FDHIIIFDHIIFDHIII© 2021 Westwood Professional Services, Inc.CARAMORE CROSSING 2NDADDITIONDETAILS20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044CARAMORE CROSSING 2ND ADDITION02/25/211771602/25/21FRANCIS D HAGEN IIDR HORTON, INC. - MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com..........###### OR ##SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA N:\0013007.02\DWG\CIVIL\FINAL UTILITY PLAN\0013007.02C-DTF01.DWG 2012PROJECT NUMBER: 0013007.02ROSEMOUNT, MN02/25/21FDHIIIFDHIIFDHIII© 2021 Westwood Professional Services, Inc.CARAMORE CROSSING 2NDADDITIONDETAILS20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044CARAMORE CROSSING 2ND ADDITION02/25/211771602/25/21FRANCIS D HAGEN IIDR HORTON, INC. - MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com..........###### OR ##SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA N:\0013007.02\DWG\CIVIL\FINAL UTILITY PLAN\0013007.02C-DTF01.DWG 2013PROJECT NUMBER: 0013007.02ROSEMOUNT, MN02/25/21FDHIIIFDHIIFDHIII© 2021 Westwood Professional Services, Inc.CARAMORE CROSSING 2NDADDITIONDETAILS20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044CARAMORE CROSSING 2ND ADDITION02/25/211771602/25/21FRANCIS D HAGEN IIDR HORTON, INC. - MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com..........###### OR ##SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA 141519 141519 ARDROE AVENUEARBOR PATH1.99%2.00%2.00%2.00%57.1756.6056.4855.6657.1156.7856.4756.1656.2255.9655.8755.5355.78H.P.=55.9755.822.7%1.9%2.7%RE=56.08RE=57.103.8%1.9%3.8%1.5%1.4%1.6%RE=56.130.8%1.0%RE=56.7722513142.00%ARDROE AVENUEARBOR PATH1.92%1.90%2.00%69.1968.5269.8768.10H.P.=68.6268.5068.1168.5968.8768.99H.P.=69.3969.2769.1569.5469.7969.8770.154.4%1.8%1.9%1.9%4.3%RE=69.101.3% 1.3 % 1 . 4%RE=69.503.7%3.6%RE=68.272. 3% 1.9 %1.9%RE=69.46N:\0013007.02\DWG\CIVIL\FINAL UTILITY PLAN\0013007.02C-DTF02.DWG 2014PROJECT NUMBER: 0013007.02ROSEMOUNT, MN02/25/21FDHIIIFDHIIFDHIII© 2021 Westwood Professional Services, Inc.CARAMORE CROSSING 2NDADDITIONINTERSECTION DETAIL20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044CARAMORE CROSSING 2ND ADDITION02/25/211771602/25/21FRANCIS D HAGEN IIDR HORTON, INC. - MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com..........10'2' OR 1'SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA·RADIUS TO BE B618 C. &G. WITH 10' TRANSITION FROMSURMOUNTABLE CURBDENOTES GUTTERLINE ELEVATION AT INTERSECTIONSDENOTES CATCH BASIN RIM ELEVATIONDENOTES TOP OF CURB GRADEGENERAL NOTES0'10'20'30'1" = 10' N:\0013007.02\DWG\CIVIL\FINAL UTILITY PLAN\0013007.02C-DTF03.DWG 2015PROJECT NUMBER: 0013007.02ROSEMOUNT, MN02/25/21FDHIIIFDHIIFDHIII© 2021 Westwood Professional Services, Inc.CARAMORE CROSSING 2NDADDITIONMNDOT PEDESTRIAN RAMPDETAILS20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044CARAMORE CROSSING 2ND ADDITION02/25/211771602/25/21FRANCIS D HAGEN IIDR HORTON, INC. - MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com..........###### OR ##SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA N:\0013007.02\DWG\CIVIL\FINAL UTILITY PLAN\0013007.02C-DTF03.DWG 2016PROJECT NUMBER: 0013007.02ROSEMOUNT, MN02/25/21FDHIIIFDHIIFDHIII© 2021 Westwood Professional Services, Inc.CARAMORE CROSSING 2NDADDITIONMNDOT PEDESTRIAN RAMPDETAILS20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044CARAMORE CROSSING 2ND ADDITION02/25/211771602/25/21FRANCIS D HAGEN IIDR HORTON, INC. - MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com..........###### OR ##SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA N:\0013007.02\DWG\CIVIL\FINAL UTILITY PLAN\0013007.02C-DTF03.DWG 2017PROJECT NUMBER: 0013007.02ROSEMOUNT, MN02/25/21FDHIIIFDHIIFDHIII© 2021 Westwood Professional Services, Inc.CARAMORE CROSSING 2NDADDITIONMNDOT PEDESTRIAN RAMPDETAILS20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044CARAMORE CROSSING 2ND ADDITION02/25/211771602/25/21FRANCIS D HAGEN IIDR HORTON, INC. - MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com..........###### OR ##SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA N:\0013007.02\DWG\CIVIL\FINAL UTILITY PLAN\0013007.02C-DTF03.DWG 2018PROJECT NUMBER: 0013007.02ROSEMOUNT, MN02/25/21FDHIIIFDHIIFDHIII© 2021 Westwood Professional Services, Inc.CARAMORE CROSSING 2NDADDITIONMNDOT PEDESTRIAN RAMPDETAILS20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044CARAMORE CROSSING 2ND ADDITION02/25/211771602/25/21FRANCIS D HAGEN IIDR HORTON, INC. - MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com..........###### OR ##SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA N:\0013007.02\DWG\CIVIL\FINAL UTILITY PLAN\0013007.02C-DTF03.DWG 2019PROJECT NUMBER: 0013007.02ROSEMOUNT, MN02/25/21FDHIIIFDHIIFDHIII© 2021 Westwood Professional Services, Inc.CARAMORE CROSSING 2NDADDITIONMNDOT PEDESTRIAN RAMPDETAILS20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044CARAMORE CROSSING 2ND ADDITION02/25/211771602/25/21FRANCIS D HAGEN IIDR HORTON, INC. - MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com..........###### OR ##SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA N:\0013007.02\DWG\CIVIL\FINAL UTILITY PLAN\0013007.02C-DTF03.DWG 2020PROJECT NUMBER: 0013007.02ROSEMOUNT, MN02/25/21FDHIIIFDHIIFDHIII© 2021 Westwood Professional Services, Inc.CARAMORE CROSSING 2NDADDITIONMNDOT PEDESTRIAN RAMPDETAILS20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044CARAMORE CROSSING 2ND ADDITION02/25/211771602/25/21FRANCIS D HAGEN IIDR HORTON, INC. - MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com..........###### OR ##SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA K:\013547-000\Admin\Received from Applicant\Caramore Crossing 2nd Addition\Caramore Crossing 2nd Constrution Plan Review.docx Memorandum To: Kyle Klatt, Planner CC: Stacy Bodsberg, Planning & Personnel Secretary Brian Erickson, Director of Public Works/City Engineer From: Tim Hanson PE, WSB Engineering Consultant Date: March 25, 2021 Re: Caramore Crossing 2nd Addition Final Plat Review Construction Plan – Engineering Review SUBMITTAL: The final plat and construction plans for Caramore Crossing 2nd Addition have been submitted for development. They were prepared by Westwood Professional Services. The developer of the site is D. R. Horton. Engineering review comments were generated from the following plat documents included in the submittal consisting of: ▪ Final Plat Caramore 2nd Addition. ▪ Caramore Crossing 2nd Addition Construction Plans dated 2-25-2021 ▪ Consisting of these plan sheets ▪ Sanitary Sewer and Watermain Construction Plan ▪ Street and Storm Sewer Construction Plan ▪ Details GENERAL COMMENTS – FINAL PLAT and EASEMENTS: 1. The development Fees are indicated below based on the 2021 Schedule of Rates and Fees. These fees are due with the final plat and subdivision agreement. ▪ Sanitary Sewer Trunk Charge: $1,075/acre ▪ Watermain Trunk Charge: $6,500/acre ▪ Storm Sewer Trunk Charge: $6,865/acre 2. The development is responsible for a pro-rated share of the cost associated with the improvement of Akron Avenue. The front-foot rate is $110/FF over 2607.1 feet of frontage with Akron Avenue for a total amount of $286,784.30. The current plat consists of 42 lots of the preliminary plat of 177. The amount due with the final plat is $68,050.51. 3. Outlot A consists of storm water management facilities, this outlot shall be deeded to the City for ownership and maintenance of the storm water ponding and infiltration areas. A drainage and utility easement shall be place over Outlot A. 4. Two existing drainage and utility easements, dedicated prior to Caramore Crossing development, lie within Outlot A. These easements must be vacated with the final platting of Caramore Crossing 2nd Addition. 5. A pipeline easement extends across the north west corner of the 2nd Addition. The final plat identifies the pipeline easements. 6. City ordinance prohibits the construction of sheds, retaining walls and other permanent structures on Drainage and Utility Easements that contain storm sewer infrastructure. Fences are permitted but must include a gate for maintenance access. Trees are not Kyle Klatt 3/2021 Page 2 K:\013547-000\Admin\Received from Applicant\Caramore Crossing 2nd Addition\Caramore Crossing 2nd Constrution Plan Review.docx allowed within Drainage and Utility easements over storm sewer pipe or in pond maintenance access locations. STREETS Caramore Crossing 2nd Addition consists of two public streets. Ardroe Avenue extends north from the existing Ardroe Avenue constructed with Caramore Crossing, the initial phase, to connect with the existing stub street in Meadow Ridge 2nd Addition. The second street, Arbor Path, is a loop street on the east side of Ardroe Avenue. Arbor Avenue provides access to 30 lots of the proposed subdivision. A future loop street extends west from the proposed intersections of Ardroe Avenue and Arbor Path. 1. Future street extensions from stub streets are identified to be signed with type -III barricades, a “FUTURE THRU STREET” sign must be placed on the barricades. 2. Streetlights are identified to be placed on alternating sides of the street. Streetlight spacing is appropriate on Arbor Path, street lighting on Ardroe Avenue is spaced just over 500 feet. 3. The low points in the streets vertical profile need to be reviewed against the catchbasin location to assure they are at the same location. 4. The Greenway trail system crosses Ardroe Avenue at the southerly extension point of the street. The conceptual future layout of the trail extends across Ardroe Avenue at a catchbasin location. The trail will require minor shifting to one side to avoid the catchbasin location. SANITARY SEWER AND WATERMAIN Sanitary sewer for Caramore Crossing 2nd addition will be extended from sanitary sewer constructed with the development of the first addition. The sanitary sewer is stubbed to the west at the southerly future street extension location. The proposed sanitary sewer extension is according to the preliminary plat. Watermain is extended from watermain constructed in the first addition extending up to and connecting to a watermain stub constructed with the Meadow Ridge Development. This watermain extension provides a watermain loop between the two subdivisions and the trunk line within Akron Avenue. The watermain extension within Arbor Path provides a looped system to Ardroe Avenue. The proposed watermain extension is according to the preliminary plat. 1. A mid-block valve is needed on Arbor Path. 2. Detail review of the sanitary sewer and watermain plans shall conform to City design guidelines and standards. STORM SEWER Caramore Crossing 2nd Addition identifies two storm sewer systems to serve the development. The largest system extends north from an existing storm sewer stub at the south end of Ardroe Avenue. This storm sewer system collects runoff from Ardroe Avenue and the rear lot area of the lots to the west of Ardroe Avenue. The second storm sewer system collects runoff from the rear yard area of the interior lots of the Arbor Path loop and Arbor Path. This storm sewer outlets to the east to an existing pond and infiltration area. 1. Detail design review will be completed on the storm sewer system. The storm sewer system must conform to City’s Engineering Guidelines and standards. 2. CBMH 140 must be a sump manhole to collect sediments prior to discharging to the ponding area and infiltration basin. Kyle Klatt 3/2021 Page 3 K:\013547-000\Admin\Received from Applicant\Caramore Crossing 2nd Addition\Caramore Crossing 2nd Constrution Plan Review.docx SURFACE WATER MANAGEMENT The construction plans for Rosewood Crossing must be reviewed for surface water management, erosion and sediment control and for storm sewer pipe sizing. This review has not been completed on this submittal. 1. Plat approval is subject to Surface Water Management Review.