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HomeMy WebLinkAbout4B Talamore EXECUTIVE SUMMARY Planning Commission Regular Meeting: March 20, 2023 Tentative City Council Meeting: April 4, 2023 AGENDA ITEM: 23-12-FP Request by US Home, LLC, for Approval of the Talamore 3rd Addition Final Plat. AGENDA SECTION: Consent PREPARED BY: Julia Hogan, Planner AGENDA NO. 4b ATTACHMENTS: Site Location; Preliminary Plat; Final Plat; Grading Plan; Utility Plan; Landscape Plan; Engineer’s Memo dated March 14, 2023; Parks and Recreation Director’s memo dated March 13, 2023 APPROVED BY: AK RECOMMENDED ACTION: Motion to recommend the City Council approve the Final Plat for Talamore 3rd Addition, subject to the following conditions: a. Execution of a Subdivision Agreement. b. Adherence with conditions of the Preliminary Plat and Master Development Plan approvals. c. Compliance with the conditions and standards within the City Engineer’s Memorandum dated March 14, 2023. d. 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. e. Compliance with the conditions and standards within the Park and Recreation Director’s Memorandum dated March 13, 2023. f. Payment of all applicable fees including GIS, Park Dedication and other fees identified in the current fee schedule. g. Provision of $29,370 for Landscaping Surety. h. Incorporation of any easements necessary to accommodate drainage, ponding, streets and utilities. SUMMARY Applicant: U.S. Home, LLC (dba Lennar) Location: North of County Road 42 and .5 miles east of Akron Avenue. Gross Area: 64.248 Acres Net Area: Approx. 21 Acres Proposed Lots: 83 lots (49 single family lots and 34 townhomes) Net Density: 3.0 Units/Acre Existing Comp Plan Designation: LDR - Low Density Residential and MDR - Medium Density Residential Existing Zoning: R1-PUD: Low Density Residential Planned Unit Development and R3-PUD: Medium Density Residential Planned Unit Development 2 BACKGROUND The Planning Commission reviewed the Preliminary Plat and Planned Unit Development Master Development Plan with Rezoning of the site at its meeting in November 2021, where the Commission recommended approval of the request. The City Council subsequently followed the Planning Commission’s recommendation and approved the proposed development, the name of which was not final at that time. In order for the applicant to acquire the property, Talamore’s 1st Addition was essentially a lot split. Talamore 2nd Addition was the first subdivision of the development area into buildable lots and was approved by the City Council in July 2022. Talamore 3rd Addition will be the second phase of the development with open area left for future development. Talamore is a mixed residential development containing a combination of 139 traditional and smaller lot single family homes as well as 86 townhomes. The townhomes are located near the southeast portion of the development along the extension of Connemara Trail, which is essentially the southern boundary of the site. Talamore 2nd Addition contains a total of 88 lots which consists of 52 single-family lots and 36 townhome lots and as well as an outlot area for a public park. Talamore 3rd Addition will contain 83 lots consisting of 49 single family lots and 34 townhome lots. Staff finds the proposed Talamore 3rd Addition final plat consistent with the preliminary plat approved by Council and is recommending approval. 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 is guided LDR-Low Density Residential and MDR-Medium Density Residential, and it is zoned R1 PUD – Low Density Residential Planned Unit Development and R3 PUD – Medium Density Residential Planned Unit Development. Therefore, the subject property is subject to all the standards of the R1-Low Density Residential and R3 – Medium Density Residential as well as the standards contained within the PUD. The Talamore PUD contained several deviations from the base standards of the two zoning districts including the following: 1. Section 11-2-15 F. Single Family Detached Dwelling Garage Requirements: The home designs do not need to include an option for a third garage stall. 2. Section 11-2-8 A. Single Family Attached Dwellings and Townhome Requirements and Standards: The maximum number of units per building adjacent to single-family districts from 4 to 6. 3. Section 11-4-5 F. 1. R-1 Minimum Lot Area: Reduce the minimum lot area from 10,000 to 5,842 square feet. 4. Section 11-4-5 F. 2. R-1 Minimum Lot Width: Reduce the minimum lot width to forty-five (45) feet. 5. Section 11-4-5 F. 4. R-1 Minimum Front Yard Setback: Reduce the front yard setback to twenty-five (25) feet. 6. Section 11-4-5 F. 5. R-1 Minimum Side Yard Setback: Reduce the side yard setback to seven and one half (7.5) feet. 7. Section 11-4-5 F. 9. R-1 Maximum Lot Coverage: Increase the maximum lot coverage to forty-five percent (45%) for lots less than 9,750 square feet in area and thirty five percent (35%) for lots more than 9,750 square feet in area. The following table shows a comparison of the standards contained within the City Code with those of the Talamore Planned Unit Development Agreement. 3 Comparison of Lot Requirements and Standards Category Standard R-1 Zoning Talamore Min. Lot Size 10,000 sq. ft. 5,842 sq. ft. Min. Lot Width 80 ft. 45 ft. Min. Front Yard Setback 30 ft. 25 ft. Min. Side Yard Setback 10 ft. 7.5 ft. Min. Rear Yard Setback 30 ft. 30 ft. Max. Lot Coverage 30% 35% to 45% 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 Dunmore Farms (now Talamore) Preliminary Plat was approved on December 21, 2021 consisting of 139 single-family lots and 86 townhomes. Talamore 1st Addition was approved by in May 2022 and was ultimately a land split and did not consist of platting of the proposed 225 lots. Talamore 2nd Addition was approved in July 2022 and consisted of 88 lots, 52 single-family and 36 townhome lots The current application proposes to plat 49 single-family lots and 34 townhome lots for this second phase of the Talamore development along with one outlot. Staff finds that the Final Plat is consistent with the Preliminary Plat and meets the requirements of the Zoning Ordinance. Parks and Open Space The Rosemount Parks and Recreation Department reviewed the proposed Final Plat and is recommending cash-in-lieu of land for the proposed 83 lots. Talamore 2nd Addition was required to provide both land dedication and as well as cash-in-lieu of land. The City recommended land be dedication for a public park within the development, which was reflected on the approved final plat. The cash-in-lieu of land for Talamore 3rd Addition totals $263,500 (49 units x $3,400 and 34 units x $2,850). The Rosemount Parks and Recreation Director has provided a memo, which is attached, containing a breakdown of how that amount is calculated. Landscaping Talamore 3rd Addition contains 89 trees placed along the street in the front of the single-family lots and townhomes. Additional trees will be planted within the common areas of the townhome neighborhood and as well as along Connemara Trail. A landscape surety in the amount of 110% of the cost of the trees to be planted is required by the City Code. That amounts to $29,370 (89 x $300 plus 10%), and provision of the surety is listed as a condition of approval in the recommended action. Engineering Street and utility access into the site come from the Emerald Isle development located west of the Talamore Development. This Addition will contain five local residential streets segments with one of the segments stemming off from the Connemara Trail expansion. The utility plan for the site is consistent with the City’s sewer and water plan and the construction plans that were submitted appear consistent with the preliminary plat engineering and stormwater design. The Assistant City Engineer has reviewed the proposed Final Plat and provided the attached Engineer’s memo dated March 14, 2023. RECOMMENDATION Staff finds that the proposed Talamore 3rd Addition Final Plat is consistent with the Preliminary Plat approved for this development and is recommending approval of the request. Sheet 1 of 4 Sheets TALAMORE 3RD ADDITION CITY COUNCIL, CITY OF ROSEMOUNT, STATE OF MINNESOTA This plat was approved by the City Council of Rosemount, Minnesota, this day of , 20 , and hereby certifies compliance with all requirements as set forth in Minnesota Statutes, Section 505.03. Subd. 2. Mayor Clerk COUNTY SURVEYOR, COUNTY OF DAKOTA, STATE OF MINNESOTA I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of , 20 . Todd B. Tollefson Dakota County Surveyor BOARD OF COUNTY COMMISSIONERS. COUNTY OF DAKOTA, STATE OF MINNESOTA We do hereby certify that on the 19th day of July, 2022 the Board of Commissioners of Dakota County, Minnesota approved this plat of TALAMORE 3RD ADDITION and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2 and pursuant to the Dakota County Contiguous Plat Ordinance. Attest Chair, County Board County Treasurer-Auditor DEPARTMENT OF PROPERTY TAXATION AND RECORDS, COUNTY OF DAKOTA, STATE OF MINNESOTA Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20 on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of , 20 . , Director Amy A. Koethe, Department of Property Taxation and Records COUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTA I hereby certify that this plat of TALAMORE 3RD ADDITION was filed in the office of the County Recorder for public record on this day of , 20 , at o'clock .M., and was duly filed in Book of Plats, Page , as Document Number . Amy A. Koethe, County Recorder KNOW ALL PERSONS BY THESE PRESENTS: That DRP MN 1, LLC, a Delaware limited liability company, owner of the following described property: Outlot C and Outlot D, TALAMORE 2ND ADDITION, according to the recorded plat thereof, Dakota County, Minnesota Has caused the same to be surveyed and platted as TALAMORE 3RD ADDITION and does hereby donate and dedicate to the public for public use the public ways and the drainage and utility easements as created by this plat. In witness whereof said DRP MN 1, LLC, a Delaware limited liability company, has caused these presents to be signed by its proper officers this day of , 20 . DRP MN 1, LLC By Its STATE OF COUNTY OF This instrument was acknowledged before me on , by , the of DRP MN 1, LLC, a Delaware limited liability company, on behalf of the company. (Signature) (Name Printed) Notary Public, My Commission Expires I, Mathew J. Welinski, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20 . Mathew J. Welinski, Licensed Land Surveyor Minnesota License No. 53596 STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me on by Mathew J. Welinski, Land Surveyor, Minnesota License No. 53596 (Signature) (Name Printed) Notary Public, My Commission Expires 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 ANSTON AVENUE AL L E R T O N W A Y AL L E R T O N W A Y 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 19 16 1 2 3 4 5 6 1 2 3 4 5 6 1 2 3 4 5 6 8910111213 1 2 3 4 5 6 7 2 3 4 1 3 OUTLOT A OUTLOT B OUTLOT D OUTLOT E 5 5 6 8 7 17 S00°21'37"W 334.40 N8 9 ° 4 6 ' 0 6 " W 1 3 2 4 . 0 7 N00°23'01"E 1070.84 N 4 7 ° 0 7 ' 3 9 " E 1 3 9 . 3 6 N 6 8 ° 1 0 ' 4 5 " E 7 3 . 1 7 N8 9 ° 1 6 ' 4 9 " W 73 . 1 7 S6 8 ° 1 3 ' 4 4 " E 93 . 9 1 N40 ° 1 5 ' 5 9 " W 122 . 1 3 N35° 5 0 ' 5 9 " W 150. 9 2 N8 9 ° 4 6 ' 0 6 " W 14 1 . 6 3 N8 9 ° 4 6 ' 0 6 " W 19 4 . 9 1 S28°0 4 ' 4 2 " E 2 3 3 . 4 5 S00°13'54"W 223.73 N58 ° 0 8 ' 4 7 " W 164 . 9 6 N8 9 ° 3 8 ' 2 3 " W 16 6 . 5 2 ∆=2°50'19" L=97.60 R=1970.00 CB=S2°15'20"E N04°33'24"W 92.82 S8 9 ° 4 6 ' 0 6 " E 10 7 . 8 5 S34°27'12"E 60.00 ∆=1°3 2 ' 2 0 " L=8 . 5 9 R=3 2 0 . 0 0 CB= S 5 4 ° 4 6 ' 3 8 " W N 6 1 ° 4 1 ' 1 8 " E 7 0 . 6 1 86 5 . 9 9 45 8 . 0 8 S00°13'54"W 206.49 S8 9 ° 5 7 ' 1 9 " E 11 8 . 5 4 N00°02'41"E 125.00 N31°2 4 ' 1 5 " W 76.78 N00°02'41"E 131.50 S8 9 ° 5 7 ' 1 9 " E 13 0 . 0 0 N00°02'41"E 65.50 N27°11'59"E 28.66 S00°13'54"W 47.65 N37°34'09"W 36.75 ∆=29°20'35" R=60.00 L=30.73 CB=N67°06'09"E CL=30.39 N00°23'01"E 361.00 S8 9 ° 3 8 ' 2 3 " E 1 3 2 3 . 3 1 S00°21'37"W 448.00 S8 9 ° 3 8 ' 2 3 " E 13 5 . 0 0 S8 9 ° 3 8 ' 2 3 " E 19 6 . 2 9 N8 9 ° 3 8 ' 2 3 " W 5 9 0 . 7 4 N8 9 ° 3 8 ' 2 3 " W 2 0 5 . 9 9 S00°21'37"W 102.00 S8 9 ° 3 8 ' 2 3 " E 13 6 . 1 4 S00°21'37"W 3.25 ∆=3°56'05" L=70.73 R=1030.00 CB=S2°19'40"W S8 9 ° 3 8 ' 2 3 " E 60 . 0 0 ∆=3°25'26" L=57.96 R=970.00 CB=S2°04'20"W N00°21'37"E 31.00 CL= 8 . 5 9 CL=57.96 CL=70.72 24 8 . 6 2 10 7 4 . 6 9 S00°21'37"W 183.60 ∆=47 ° 5 1 ' 4 6 " R=1 3 0 . 0 0 L=1 0 8 . 6 0 N00°21'37"E 50.00 S00°23'01"W 422.09 S00°21'37"W 1068.57 NW Cor of the NW 1/4 of Sec. 26, Twp. 115, Rge. 29 Fd. Dakota County Cast Iron Monument Electric Easement per Doc No. 3536762 2020 30 ft R/W & Easement for Electric Transmission Line per Doc No. 573924 30 30 20 ft Easement for Utility & Drainage purposes per Doc No. 2047136 20 20 35 ft Easement for Sanitary Sewer per Doc No. 406580 20 15 15 20 15 420.84320.00330.00 1 0 10 Drainage & Utility Easement 60 60 60 60 100 100 ANSTON AVENU E ALLIUM COURT UP P E R 1 4 1 S T S T R E E T EA S T OUTLOT C S8 9 ° 5 7 ' 1 9 " E 3 3 8 . 2 5 S8 9 ° 4 6 ' 0 6 " E 2 6 7 . 3 6 S06°19'52"E 141.42 S00°23'01"W 138.26 S8 9 ° 4 6 ' 0 6 " E 2 6 2 . 0 0 CB=S85°53'12"W CL=29.41 ∆=4°26'08" R=380.00 L=29.42 Drainage & Utility Easement over all of Outlot C 19 3 . 1 2 18 2 . 1 0 S8 9 ° 4 6 ' 0 6 " E 8 2 1 . 0 9 ∆=2°41'36" L=92.60 CL = 2 9 . 4 1 ∆=4 ° 2 6 ' 0 8 " R= 3 8 0 . 0 0 L= 2 9 . 4 2 0 80 160 240 Sheet X of X Sheets TALAMORE 3RD ADDITION SET 1/2" BY 14" IRON PIPE WITH CAP #53596 FOUND MONUMENT AS NOTED ON PLAT THE NORTH LINE OF OUTLOT C, TALAMORE 2ND $'',7,21,6$6680('72%($51ƒ : SCALE IN FEET SCALE: 1 INCH = 80 FEET (NOT TO SCALE) CITY OF ROSEMOUNT SECTION 26, TOWNSHIP 115, RANGE 19 VICINITY MAP SITE C.S.A.H. 42 (145TH STREET E) BL A I N E A V E N U E (SCALE: 1 INCH = 60 FEET) DETAIL N63°0 9 ' 5 8 " E 8 7 . 8 2 S 1 9 ° 2 2 ' 0 6 " E 1 5 4 . 7 6 S 5 6 ° 5 9 ' 0 2 " W 5 1 . 8 4 1 4 5 . 1 2 N 3 5 ° 5 0 ' 5 9 " W 1 5 0 . 9 2 6 0 . 0 0 S 3 4 ° 2 7 ' 1 2 " E 4 5 . 4 2 S56°5 9 ' 0 2 " W 1 1 8 . 4 3 Drainage & Utility Easement OUTLOT B DETAIL 1 0 1 0 10 10 1 0 1 0 INSET A (SEE SHEET 3 OF 4 SHEETS) INSET B (SEE SHEET 4 OF 4 SHEETS) 1 2 3 4 5 6 1 2 3 4 5 6 1 2 3 4 5 6 8 9 10 11 12 13 1 2 3 4 5 6 7 2 3 4 1 3 OUTLOT A N89°38'23"W 166.52 N5 8 ° 0 8 ' 4 7 " W 1 6 4 . 9 6 S0 0 ° 2 1 ' 3 7 " W 3 3 4 . 4 0 N89°46'06"W 865.99 S0 0 ° 1 3 ' 5 4 " W 2 2 3 . 7 3 N89°46'06"W 194.91 ∆=2 ° 5 0 ' 1 9 " L= 9 7 . 6 0 R= 1 9 7 0 . 0 0 CB = S 2 ° 1 5 ' 2 0 " E N89°46'06"W 141.63 N0 4 ° 3 3 ' 2 4 " W 9 2 . 8 2 S89°46'06"E 107.85 ∆= 7 ° 1 3 ' 4 5 " L= 2 5 2 . 3 5 R= 2 0 0 0 . 0 0 CB = S 2 ° 4 7 ' 4 0 " W ∆=7 ° 0 5 ' 5 6 " R= 1 0 0 0 . 0 0 L= 1 2 3 . 9 0 N0 0 ° 4 1 ' 2 4 " W 6 8 . 6 1 ∆=14°46'42" R=480.00 L=123.81 ∆=10°53'53" R=800.00 L=152.16 S89°57'19"E 143.33 N0 4 ° 2 7 ' 0 3 " E 3 1 3 . 3 1 ∆=4 ° 2 4 ' 2 2 " R= 6 0 0 . 0 0 L= 4 6 . 1 4 N0 0 ° 0 2 ' 4 1 " E 7. 8 8 N89°57'19"W 30.00 ∆=4°36'54" L=38.66 ∆=10°09'48" L=85.14 95.45 47.88 N30 ° 0 9 ' 1 8 " E 60. 0 0 N89°57'19"W 30.00 30.00 30.01 30 . 0 0 30 . 0 0 Electric Easement per Doc No. 3536762 30 ft R/w & Easement for Electric Transmission Line per Doc No. 57392420 ft Easement for Utility & Drainage purposes per Doc No. 2047136 20 20 30 30 302020 20 473.89 N0 0 ° 1 3 ' 5 4 " E 1 5 7 . 0 0 S1 2 ° 5 2 ' 3 5 " W 45 . 3 7 S0 0 ° 1 3 ' 5 4 " W 1 7 0 . 8 1 ∆=2°43'03" L=39.37 ∆=4°32'17" L=65.74 ∆=3°38'33" L=52.77 12.63 65.35 65.35 65.3565.3565.3565.3565.3565.35 S0 0 ° 1 3 ' 5 4 " W 1 6 6 . 8 3 S0 0 ° 1 3 ' 5 4 " W 1 5 5 . 7 9 S0 0 ° 1 3 ' 5 4 " W 1 4 8 . 8 1 S0 0 ° 1 3 ' 5 4 " W 1 4 6 . 9 2 S0 0 ° 1 3 ' 5 4 " W 1 4 6 . 7 1 S0 0 ° 1 3 ' 5 4 " W 2 0 6 . 4 9 14 6 . 4 9 N89°46'06"W 29.01 ∆=9°14'30" R=325.00 L=52.42 ∆=6°47'28" L=60.45 39 . 4 9 ∆=2 ° 2 9 ' 2 1 " L= 4 2 . 1 4 ∆=3 ° 5 0 ' 5 0 " L= 6 5 . 1 3 ∆=0°45'45" L=12.91 ∆=1 ° 2 8 ' 4 4 " L= 5 2 . 3 9 ∆=1 ° 5 0 ' 1 9 " L= 6 5 . 1 4 ∆=1 ° 5 0 ' 0 9 " L= 6 5 . 0 4 ∆=2 ° 0 3 ' 3 8 " L= 7 3 . 0 0 134.90 73 . 0 0 65 . 0 0 65 . 0 0 20 . 7 3 65 . 0 0 92 . 0 0 S89°46'06"E 141.70 S89°46'06"E 137.73 S89°46'06"E 141.39 S89°46'06"E 137.10 S89°46'06"E 134.90 39 . 4 9 ∆=2 ° 1 7 ' 1 2 " L= 4 1 . 1 1 ∆=3 ° 3 8 ' 5 9 " L= 6 5 . 6 1 ∆=1°09'45" L=20.90 ∆=1 ° 1 8 ' 2 2 " L= 4 4 . 9 1 ∆=1 ° 5 4 ' 3 4 " L= 6 5 . 6 6 ∆=1 ° 5 4 ' 2 3 " L= 6 5 . 5 4 ∆=2 ° 1 6 ' 0 7 " L= 7 8 . 0 1 ∆=2 ° 4 1 ' 3 6 " L= 9 2 . 6 0 ∆ = 8 7 ° 2 2 ' 0 3 " L= 9 1 . 4 9 ∆=10°54'12" L=11.42 7.88 ∆=4 ° 1 5 ' 2 6 " L= 4 6 . 8 1 ∆=0°08'56" L=1.64 64 . 5 6 66 . 2 0 66 . 2 0 83 . 9 6 63.05 ∆=5°02'03" L=67.66 ∆=5°51'49" L=78.80 ∆=6°47'28" L=60.45 S89°46'06"E 138.02 S89°46'06"E 85.26 S89°46'06"E 134.96 S89°46'06"E 130.00 S89°46'06"E 130.35 S89°46'06"E 128.82 S89°46'06"E 130.00 S89°57'19"E 130.39 S89°57'19"E 130.39 S89°57'19"E 130.39 S89°57'19"E 130.39 S89°57'19"E 129.27 10 0 . 1 2 65 . 6 8 65 . 6 8 65 . 6 8 80 . 9 8 66 . 2 0 66 . 2 0 66 . 2 0 17 . 5 8 65 . 5 5 78 . 0 6 48 . 5 0 95 . 1 2 S0 0 ° 1 3 ' 5 4 " W 47 . 6 5 S0 4 ° 2 7 ' 0 3 " W 2 9 7 . 1 5 S0 2 ° 0 5 ' 4 1 " E 1 4 3 . 6 2 85 . 2 5 65 . 6 9 65 . 6 9 21 . 4 3 ∆=58°06'18" L=50.71 ∆=6°11'27" L=5.40 ∆ = 7 0 ° 0 6 ' 1 2 " L = 7 3 . 4 1 ∆=42 ° 1 0 ' 2 2 " L= 4 4 . 1 6 66 . 0 0 65 . 5 0 40 . 0 0 85 . 0 0 S89°57'19"E 130.00 S89°57'19"E 163.47 S89°57'19"E 142.01 S89°57'19"E 136.97 S89°57'19"E 145.00 S89°57'19"E 118.54 N0 0 ° 0 2 ' 4 1 " E 1 2 5 . 0 0 N 3 1 ° 2 4 ' 1 5 " W 7 6 . 7 8 N0 0 ° 0 2 ' 4 1 " E 1 3 1 . 5 0 N0 0 ° 0 2 ' 4 1 " E 65 . 5 0 N27 ° 1 1 ' 5 9 " E 28. 6 6 S89°57'19"E 130.00 N 3 7 ° 3 4 ' 0 9 " W 3 6 . 7 5 ∆ = 2 9 ° 2 0 ' 3 5 " L = 3 0 . 7 3 ∆=239°5 3 ' 2 3 " R=60.0 0 L=251 . 2 1 ∆ = 6 4 ° 1 7 ' 4 5 " R = 5 0 . 0 0 L = 5 6 . 1 1 138.45 30 30 30 30 30 30 Drainage & Utility Easement Drainage & Utility Easement 10 10 10 21.59 17.83 24.01 N0 5 ° 3 9 ' 2 1 " E 65 . 9 9 N83°13'50"E 52.77 S89°46'06"E 48.83 N46°15'26"E 13.69 15 15 Drainage & Utility Easement Drainage & Utility Easement Drainage & Utility Easement northerly easement line of Sanitary Sewer per Doc No. 406580 10 10 10 10 10 10 10 10 10 10 10 10 24 . 7 9 44 . 2 2 43.90 20 20 15 15 35 35 35 ft Easement for Sanitary Sewer per Doc No. 406580 Drainage & Utility Easement 20 20 Drainage & Utility Easement Drainage & Utility Easement Drainage & Utility Easement Drainage & Utility Easement 15 15 15 10 10 10 74.10 45 . 8 8 10 Drainage & Utility Easement Drainage & Utility Easement Drainage & Utility Easement 8 AN S T O N A V E N U E AL L I U M C O U R T UPPER 141ST STREET EAST 30 30 30 30 ∆=5°32'54" R=510.00 L=49.39 ∆=1°14'34" L=11.06 S0 3 ° 5 5 ' 3 0 " W 60 . 0 0 ∆=3°00'28" R=450.00 L=23.62 ∆=8°20'36" L=65.53 ∆=3° 2 5 ' 3 8 " L= 2 6 . 9 2 CB=S87°34'44"E 0 40 80 120 Sheet 3 of 4 Sheets TALAMORE 3RD ADDITION SET 1/2" BY 14" IRON PIPE WITH CAP #53596 FOUND MONUMENT AS NOTED ON PLAT THE NORTH LINE OF OUTLOT C, TALAMORE 2ND $'',7,21,6$6680('72%($51ƒ : SCALE IN FEET SCALE: 1 INCH = 40 FEET BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING LOT LINES, AND 10 FEET IN WIDTH AND ADJOINING RIGHT-OF-WAY LINES AS SHOWN ON THE PLAT DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: (NOT TO SCALE) 10 10 5 5 INSET A (FROM SHEET 2 OF 4 SHEETS) 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 AN S T O N A V E N U E ALLERTON WAY ALLERTON WAY 181716151413121110987654321 151413121110987654321 19 16 5 5 6 8 7 17 S0 0 ° 2 1 ' 3 7 " W 4 4 8 . 0 0 S89°38'23"E 1074.69 S89°38'23"E 135.00 S89°38'23"E 196.29 S0 0 ° 2 1 ' 3 7 " W 1 0 2 . 0 0 S89°38'23"E 136.14 N89°38'23"W 590.74 ∆=3 ° 5 6 ' 0 5 " L= 7 0 . 7 3 R= 1 0 3 0 . 0 0 CB = S 2 ° 1 9 ' 4 0 " W ∆=3 ° 2 5 ' 2 6 " L= 5 7 . 9 6 R= 9 7 0 . 0 0 CB = S 2 ° 0 4 ' 2 0 " W S89°38'23"E 60.00 S00°21'37"W 3.25 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 S0 0 ° 2 1 ' 3 7 " W 2 0 4 . 7 5 ∆ = 9 0 ° 0 0 ' 0 0 " R = 6 0 . 0 0 L = 9 4 . 2 5 S89°38'23"E 762.47 ∆=90 ° 0 0 ' 0 0 " R=1 0 0 . 0 0 L=1 5 7 . 0 8 N0 0 ° 2 1 ' 3 7 " E 50 . 0 0 S0 0 ° 2 1 ' 3 7 " W 2 7 2 . 0 7 270.00 492.47 92 . 0 7 18 0 . 0 0 47 . 0 0 57 . 0 0 47 . 0 0 57 . 0 0 91 . 1 7 14 8 . 8 3 17.95 125.69 98.71 46.00 56.00 46.00 74.65 15 0 . 0 0 74.6546.0056.0046.0017.35 ∆=18°43'36" L=29.42 ∆=2 2 ° 0 3 ' 2 8 " L= 3 4 . 6 5 ∆ = 2 7 ° 0 9 ' 2 7 " L = 4 2 . 6 6 ∆=2 2 ° 0 3 ' 2 8 " L= 3 4 . 6 5 57 . 0 0 47 . 0 0 57 . 0 0 N0 0 ° 2 1 ' 3 7 " E 1 5 0 . 0 0 N0 0 ° 2 1 ' 3 7 " E 1 5 0 . 0 0 N0 0 ° 2 1 ' 3 7 " E 1 5 0 . 0 0 N0 0 ° 2 1 ' 3 7 " E 1 5 0 . 0 0 N1 9 ° 0 5 ' 1 3 " E 1 6 3 . 4 2 N41 ° 0 8 ' 4 1 " E 2 2 6 . 9 7 N68°18 ' 0 9 " E 1 5 2 . 7 7 S89°38'23"E 135.00 S89°38'23"E 135.00 S89°38'23"E 135.00 S89°38'23"E 135.00 47 . 0 0 46 . 0 0 56 . 0 0 10 2 . 7 5 ∆=90°00'00" L=47.12 50.29 56.00 56.00 77.71 62 . 0 7 80.1456.0056.00 80.29 56 . 0 0 46 . 0 0 136.29 S89°38'23"E 136.29 S89°38'23"E 136.29 S0 0 ° 2 1 ' 3 7 " W 1 3 2 . 7 5 S0 0 ° 2 1 ' 3 7 " W 1 3 2 . 7 5 S0 0 ° 2 1 ' 3 7 " W 1 3 2 . 7 5 50 . 0 0 ∆=90 ° 0 0 ' 0 0 " L=1 0 9 . 9 6 462.47 62 . 0 7 530.74 33.00 25.00 25.00 25.00 25.00 33.00 33.0025.0025.0025.0025.0033.00 S89°38'23"E 166.00 S89°38'23"E 166.00 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 33.0025.0025.0025.0025.0033.00 33.00 25.00 25.00 25.00 25.00 33.00 S89°38'23"E 166.00 S89°38'23"E 166.00 33.00 25.00 25.00 33.00 33.0025.0025.0033.00 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N89°38'23"W 116.00 N89°38'23"W 116.00 549.69 15 0 . 0 0 462.47 ∆=42°08 ' 1 4 " L=95.6 1 S0 0 ° 2 1 ' 3 7 " W 1 8 3 . 6 0 33.00 25.00 25.00 25.00 25.00 33.00 33.0025.0025.0025.0025.0033.00 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 N89°38'23"W 166.00 N89°38'23"W 166.00 33.00 25.00 25.00 25.00 25.00 33.00 33.0025.0025.0025.0025.0033.00 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 N89°38'23"W 166.00 N89°38'23"W 166.00 33.00 25.00 25.00 25.00 25.00 33.00 33.0025.0025.0025.0025.0033.00 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 N89°38'23"W 166.00 N89°38'23"W 166.00 ∆=47 ° 5 1 ' 4 6 " R= 1 3 0 . 0 0 L= 1 0 8 . 6 0 N0 0 ° 2 1 ' 3 7 " E 50 . 0 0 18.5 18.5 18.5 18.5 30 30 30 30 Electric Easement per Doc No. 3536762 Drainage & Utility Easement Drainage & Utility Easement 10 10 10 121.10 164 . 8 5 15 3 . 4 8 Drainage & Utility Easement Drainage & Utility Easement 10 10 36.89 36 . 8 9 10 10 Drainage & Utility Easement Drainage & Utility Easement Drainage & Utility Easement Drainage & Utility Easement over all of Lot 17, Block 7 Drainage & Utility Easement over all of Lot 19, Block 8 3030 30 30 30 30 30 30 30 30 30 30 0 40 80 120 Sheet 4 of 4 Sheets TALAMORE 3RD ADDITION SET 1/2" BY 14" IRON PIPE WITH CAP #53596 FOUND MONUMENT AS NOTED ON PLAT THE NORTH LINE OF OUTLOT C, TALAMORE 2ND $'',7,21,6$6680('72%($51ƒ : SCALE IN FEET SCALE: 1 INCH = 40 FEET BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING LOT LINES, AND 10 FEET IN WIDTH AND ADJOINING RIGHT-OF-WAY LINES AS SHOWN ON THE PLAT DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: (NOT TO SCALE) 10 10 5 5 INSET B (FROM SHEET 2 OF 4 SHEETS) N: \ 0 0 3 3 4 1 5 . 0 2 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 2 - C V F . D W G TA L A M O R E 3 R D A D D I T I O N © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . SHEET INDEX CONSTRUCTION PLANS TALAMORE 3RD ADDITION ROSEMOUNT, MINNESOTA PREPARED FOR: LENNAR CORPORATION 16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 CONTACT: JOSEPH JABLONSKI PHONE: 952-249-3014 EMAIL: JOE.JABLONSKI@LENNAR.COM SITE Vicinity Map (NOT TO SCALE) SHEETSREVISIONDATENO. .... .... .... .... .... .... .... .. .. .. CP# 202X-XX FOR FOR SANITARY SEWER, WATERMAIN, STORM SEWER, AND STREETS PREPARED BY: PROJECT NUMBER: 0033415.02 CONTACT: JOHN BENDER Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free  CONSTRUCTION PLANS TALAMORE 3RD ADDITION ROSEMOUNT, MINNESOTA FOR FOR SANITARY SEWER, WATERMAIN, STORM SEWER, AND STREETS INITIAL SUBMITTAL DATE: 02/03/23 SHEET: 1 OF 20 PROJECT NUMBER: 0033415.02 Sheet List Table SHEET NUMBER SHEET TITLE 1 COVER 2 OVERALL 3 SANITARY SEWER AND WATERMAIN CONSTRUCTION PLAN 4 SANITARY SEWER AND WATERMAIN CONSTRUCTION PLAN 5 SANITARY SEWER AND WATERMAIN CONSTRUCTION PLAN 6 SANITARY SEWER AND WATERMAIN CONSTRUCTION PLAN 7 STREET AND STORM SEWER CONSTRUCTION PLAN 8 STREET AND STORM SEWER CONSTRUCTION PLAN 9 STREET AND STORM SEWER CONSTRUCTION PLAN 10 STREET AND STORM SEWER CONSTRUCTION PLAN 11 STORM SEWER CONSTRUCTION PLAN 12 STORM SEWER CONSTRUCTION PLAN 13 INTERSECTION DETAILS 14 INTERSECTION DETAILS 15 INTERSECTION DETAILS 16 SIGNAGE AND LIGHTING PLAN 17 DETAILS 18 DETAILS 19 DETAILS 20 DETAILS SA N SA N SA N SA N S 3 6 " R C P S A N 27 " R C P S A N 24 " R C P S A N 24 " R C P S A N WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T SA N SECTION 26, TOWNSHIP 115, RANGE 19 14 5 T H S T R E E T E A S T 14 3 R D S T E A S T E MH ST S CS S S S S SS W HH HH T T XXXXXXXXXX POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H POHPOHPOH PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H STOSTOSTOSTOSTO STO STO SANSAN SA N ST O ST O ST O SAN SAN SA N SA N S S S SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N GA S 1 2 3 4 1 2 3 4 5 6 1 2 3 4 5 6 7 1 2 3 4 5 6 7 1 2 3 4 5 6 1 2 3 4 5 6 8910111213 1 2 3 4 5 1 2 3 4 5 6 1 2 3 4 8 7 6 5 4 3 1 2 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 1 2 3 4 5 6 7 8 9 10 11 12 13141516 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 OU T L O T C 2A 3A 1A 2 3 4 4A 5A 5 FU T U R E C I T Y P A R K 5 6 7A 7A 8A 8 19 17 7 17 1 2 3 6A PI P E L I N E E A S E M E N T PE R D O C N O . 3 5 3 6 2 9 7 1 3 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 0 1 2 012 0123456 7891011121314151617 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 7 1819 0 1 2 3 4 5 0 1 2 3 4 5 6 7 8 9 9 10 11 12 13 14 15 16 0 1 2 3 4 5 6 7 8 9 10 11 12 13 0 1 2 0 1 2 3 45 0 1 2 3 0 1 2 CO N N E M A R A T R A I L ANSTON AVE CO N N E M A R A T R A I L ANSTON AVE AL L E R T O N W A Y AL L E R T O N W A Y UP P E R 1 4 4 T H C T E UP P E R 1 4 3 R D S T E UP P E R 1 4 1 S T S T E UP P E R 1 4 1 S T S T E ACORN AVE ALLIUM CT ARBORVITAE CIR ASTER CT NW L NWLNWL NW L NW L NW L NWL NWL NW L NW L NW L NW L NW L NWL NWL NW L NW L NW L NWLNWL NWL PO N D 2 . 1 P NW L 91 4 . 5 EO F P I P E 92 0 . 5 EO F 92 1 . 6 10 0 Y R H W L 92 0 . 5 10 D A Y H W L 92 0 . 7 PO N D 2 P NW L 91 0 . 5 EO F P I P E 91 6 . 0 EO F R I P R A P 91 7 . 0 10 0 Y R H W L 91 6 . 0 10 D A Y H W L 91 6 . 3 RE G I O N A L B A S I N 3 0 7 3 PR I O R T O F U T U R E C O M M . D E V . NW L 91 2 . 0 EO F 92 2 . 0 10 0 Y R H W L 92 1 . 2 NU R P C E L L BO T 90 2 . 0 NW L 91 2 . 0 WE T V O L 4.7 1 A F IN F I L T . B A S I N BO T 91 2 . 0 AR E A 1.4 0 A C IN F I L T . B A S I N BO T 91 0 . 5 AR E A 0.6 2 A C NU R P C E L L BO T 90 2 . 0 NW L 91 0 . 5 WE T V O L 2.2 6 A F IN F I L T . B A S I N BO T 91 4 . 5 AR E A 0.5 5 A C NU R P C E L L BO T 90 6 . 0 NW L 91 4 . 5 WE T V O L 1.8 0 A F RE G I O N A L B A S I N 3 0 7 3 PO S T F U T U R E C O M M . D E V . 10 0 Y R H W L 92 1 . 9 10 D A Y H W L 92 2 . 3 NWLNWL NW L NW L NW L NWL NWL NWL NWL NWL NW L NW L NWL NWLNWL ST ST ST ST ST STOSTOSTOSTOSTO STOSTO ST O STOSTO ST O STOSTOSTOSTOSTOSTO ST O ST O ST O ST O STO S T O S T O S T O ST O ST O ST O ST O ST O STO ST O ST O STO STO STOSTO ST O S T O S T O ST O ST O S S S S S S S S S S S S S S S S SS S S S POND ACCESS PER CITY STANDARDS FUTURE POND ACCESS PER CITY STANDARDS SEE SHEET 3 & 7 SEE SHEET 3 & 7 SE E S H E E T 4 & 8 SE E S H E E T 4 & 8 SEE SHEET 5 & 9 SE E S H E E T 5 & 9 SE E S H E E T 12 SEE SHEET 9 SEE SHEET 9 SE E S H E E T 9 CBMH-118 CB-105 CB-119 CBMH-104A CBMH-103 CB-117 CBMH-116 CB-115B CBMH-115A STMH-115 STMH-130 CBMH-104 CBMH-113 CB-114 CB-129 CBMH-128 CB-131 CBMH-100A SUMP CBMH-120 CBMH-127 CBMH-106 CBMH-121 STMH-126 CBMH-101 CB-255 CBMH-124 CB-125 CBMH-211 CBMH-122 CB-210 CB-123 CBMH-209 CB-254 CBMH-253 CB-208 CBMH-207 CB-205A CBMH-205 STMH-202 CBMH-206 FES-100 MH-22 MH-21 MH-20 MH-8 DROP MH-25 MH-10 MH-24 MH-38 MH-39 DROP MH-23MH-37 DROP MH-36 MH-40 MH-40A MH-30A MH-MCES 39 MH-30 DROP PHASE 3A PHASE 3A PHASE 3B STMH-503 STMH-502 STMH-501 STMH-500 PHASE 3B SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CP# 202X-XX N: \ 0 0 3 3 4 1 5 . 0 2 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 2 - O A F . D W G 20 2 PROJECT NUMBER: 0033415.02 ROSEMOUNT, MINNESOTA 02/03/23 CTY JHB CTY © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . TALAMORE 3RD ADDITION OVERALL 16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 3 R D A D D I T I O N 02/03/23 4335802/03/23 JOHN BENDER LENNAR CORPORATION CONSTRUCTION PLANS Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 100' 20' OR 10' 0'100'200'300' 1" = 100' . . . . . . . . . . WARNING!! PETROLEUM PRODUCTS PIPELINE! EXCAVATION AND/OR CONSTRUCTION PROHIBITED WITHOUT WRITTEN PERMISSION FROM: NORTHERN NATURAL GAS COMPANY 888-367-6671 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OF ANY DIFFERENCES. 2.UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL CONFORM TO THE 2013 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., AUGUST 31, 2016 INCLUDING THE CURRENT ADDENDUM. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE LOCAL AGENCY. 3.THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THE PROPERTY LIMITS. 4.VERIFY EXISTING INVERT LOCATION & ELEVATION PRIOR TO BEGINNING CONSTRUCTION. 5.THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION. GENERAL UTILITY NOTES STORM SEWER CASTING SCHEDULE Structure Casting TypeNumberTypeDia. 100 FES 42"w/TRASHGUARD 100A CBMH 72"R-3067-V 101 CBMH 60"R-3067-VB 103 CBMH 48"R-3067-V 104 CBMH 48"R-4342 104A CBMH 48"R-4342 105 CB 27"R-4342 106 CBMH 72"R-3067-V 113 CBMH 60"R-3067-V 114 CB 2'x 3'R-3067-V 115 STMH 72"R-1642B 115A CBMH 48"R-3067-V 115B CB 2'x 3'R-3067-V 116 CBMH 48"R-3067-V 117 CB 2'x 3'R-3067-V 118 CBMH 48"R-3067-V 119 CB 2'x 3'R-3067-V 120 CBMH 60"R-3067-V 121 CBMH 48"R-3067-VB 122 CBMH 48"R-4342 123 CB 27"R-4342 124 CBMH 60"R-3067-VB 125 CB 2'x 3'R-3067-VB 126 STMH 48"R-1642B 127 CBMH 48"R-3067-V 128 CBMH 48"R-3067-V 129 CB 2'x 3'R-3067-V 130 STMH 48"R-1642B 131 CB 27"R-4342 202 STMH 72"R-1642B 205 CBMH 48"R-4342 205A CB 27"R-4342 206 CBMH 48"R-3067-VB 207 CBMH 60"R-3067-V 208 CB 2'x 3'R-3067-V 209 CBMH 48"R-3067-V 210 CB 27"R-3067-VB 211 CBMH 48"R-3067-V 253 CBMH 48"R-3067-V 254 CB 2'x 3'R-3067-V 255 CB 27"R-3067-V 500 STMH 84"R-1642B 501 STMH 84"R-1642B 502 STMH 84"R-1642B 503 STMH 84"R-1642B SAN EXISTING PROPOSED (3A) WAT S DT FUTURE OVERALL UTILITY LEGEND PROPOSED (3B) SANITARY SEWER STORM SEWER DRAINTILE WATERMAIN PHASING LIMITS 2 3 4 1 2 7 1 2 3 4 5 6 1 2 3 4 5 6 810 7 2 3 3 11121314 15 1617 15 16 3 4 5 6 ANSTON AVE U P P E R 1 4 1 S T S T E S SA N SA N SA N SA N SA N SA N SA N SA N STOSTOSTO ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O S S SA N SA N SA N SA N SA N SA N SA N SA N SAN SA N SA N WA T WA T WA T WA T WATWAT 24 " R C P S A N 4" PVC SDR 26 SAN SRV (TYP) 1" COPPER TYPE "K" SRV w/CURB STOP (TYP) HYD w/AUX VALVE 16"x6" TEE 12 LF - 6" DIP CL 52 GRND ELEV = 925.3 16" GV 924.2 WYE = 0+86 14.5' RISER 935.9 923.3 WYE = 1+49 12.0' RISER 934.0 920.5 WYE = 2+18 8.5' RISER 930.7 917.2 WYE = 2+82 5.0' RISER 927.5 916.6 WYE = 3+48 924.8 914.8 WYE = 0+67 923.2 914.5 WYE = 1+43 923.0 914.6 WYE = 0+61 923.1 916.3 WYE = 3+42 924.7 924.8 WYE = 0+89 14.0' RISER 935.6 923.2 WYE = 1+55 12.0' RISER 933.5 920.0 WYE = 2+21 8.5' RISER 930.4 918.0 WYE = 2+87 4.5' RISER 927.1 MH-39 DROP MH-40 MH-40A REMOVE PLUG & CONNECT TO EX 16" WM COORDINATE SAN SWR INSTALLATION WITH EX STORM SWR. REMOVE & REPLACE STORM SWR AS NEEDED. PROTECT EX MCES SAN SWR THROUGHOUT CONSTRUCTION 11 12 5 6 6 5 4 3 2 1 6 5 4 3 2 1 19 20 21 22 01234 10 11 12 13 CO N N E M A R A T R A I L ANSTON AVE AL L E R T O N W A Y SSANSANSANSAN WAT REMOVE PLUG & CONNECT TO EX 16" WM 16" GV 16"x8" REDUCER 8" GV 8" WM PLUG w/AIR BLEED CONNECT TO EX MH-8 DROP MH-10 SAN STUB 8" IE=921.52 16"x8" CROSS STREET 01 - ANSTON AVENUE 910 915 920 925 930 935 940 945 950 910 915 920 925 930 935 940 945 950 0+001+002+003+004+005+00 STREET 01 - ANSTON AVENUE 900 905 910 915 920 925 930 935 940 900 905 910 915 920 925 930 935 940 11+0012+0013+0014+0015+0016+0017+0018+00 MH-40 STA: 13+50 RE=923.24 IE=909.15 (8" S) IE=909.05 (8" N) D=14.2 MH-40A STA: 12+00 RE=921.69 IE=909.90 (8" N) D=11.8 EX 300 LF-8" PVC SDR 26 @ 0.50% EX MH-8 DROP STA: 2+30 RE=940.41 IE=928.41 (8" W) IE=920.02 (8" E) IE=920.02 (8" S) IE=919.92 (8" N) D=20.5 244 LF-8" PVC SDR 26 @ 0.50% MH-10 STA: -0+14 RE=937.23 IE=921.34 (8" S) IE=921.24 (8" N) D=16.0 36 LF-8" PVC SDR 35 @ 0.50% IE=921.52 (8") MH-39 DROP STA: 17+03 RE=936.18 IE=918.83 (8" W) IE=907.28 (8" S) IE=907.18 (8" E) D=29.0 353 LF-8" PVC C900 @ 0.50% 150 LF-8" PVC SDR 35 @ 0.50% 464 LF - 16" DIP CL 52 7.5' MIN COVER 50 LF - 16" DIP CL 52 EXTRA DEPTH TOP OF WM STA=17+13 ELEV=928.23 TOP OF WM STA=13+98 ELEV=917.01 TOP OF WM STA=12+49 ELEV=913.54 TOP OF WM STA=12+10 ELEV=913.46 TOP OF WM STA=12+29 ELEV=909.93 TOP OF WM STA=11+99 ELEV=913.46 310 LF - 16" DIP CL 52 7.5' MIN COVER 50 LF - 16" DIP CL 52 EXTRA DEPTH 60 LF - 8" DIP CL 52 EXTRA DEPTH TOP OF WM STA=3+71 ELEV=934.15 TOP OF WM STA=2+40 ELEV=932.28 TOP OF WM STA=0+60 ELEV=930.32 TOP OF WM STA=0+10 ELEV=929.08 TOP OF WM STA=-0+50 ELEV=928.93 30" RCP CL 3 IE=912.42 27" PVC IE=905.28 2.0' INSULATE X-ING 2.0' INSULATE X-ING 1.6' INSULATE X-ING 14 . 0 ' R I S E R 12 . 0 ' R I S E R 8. 5 ' R I S E R 4. 5 ' R I S E R 5. 0 ' R I S E R 8. 5 ' R I S E R 12 . 0 ' R I S E R 14 . 5 ' R I S E R SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CP# 202X-XX N: \ 0 0 3 3 4 1 5 . 0 2 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 2 - U T 0 1 . D W G 20 3 PROJECT NUMBER: 0033415.02 ROSEMOUNT, MINNESOTA 02/03/23 CTY JHB CTY © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . TALAMORE 3RD ADDITION SANITARY SEWER AND WATERMAIN CONSTRUCTION PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 3 R D A D D I T I O N 02/03/23 4335802/03/23 JOHN BENDER LENNAR CORPORATION CONSTRUCTION PLANS Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 50' 10' OR 5' 0'50'100'150' . . . . . . . . . . LEGEND SANITARY SEWER SERVICE WYE AND COMBINED TRENCH LOCATION ON MAIN LINE FROM DOWNSTREAM MANHOLE SANITARY SEWER SERVICE INVERT ELEVATION @ SERVICE END DENOTES ELEVATION OF THE TOP OF WATER SERVICE STOP BOX WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FEET XXX.X X.X' RISER XXX.X SANITARY SEWER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER. INSTALL RISER AT PROPERTY LINE WYE = X+XX B A 1.FLAG HYDRANTS. 2.EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. 3.ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. 4.MANHOLE ADJUSTMENTS SHALL INCLUDE A MAXIMUM OF 12" ADJUSTMENT RINGS (TOTAL) AND ANY ADDITIONAL ADJUSTMENT REQUIRED SHALL BE MADE WITH NEW MANHOLE SECTION(S). 5.SANITARY SERVICES SHALL BE 4" PVC SDR 26 PER CITY DETAIL SS-3. 6.WATER SERVICES SHALL BE 1" COPPER TYPE "K" PER CITY DETAIL W-4. 7.ACTIVATION OF THE WATERMAIN SYSTEM SHALL BE PERFORMED BY CITY PERSONNEL ONLY. THE CITY REQUIRES A MINIMUM OF 48-HOUR NOTICE BEFORE THE ACTIVATION OF THE WATERMAIN SYSTEM. GENERAL NOTES SAN EXISTING PROPOSED (3A) WAT S DT FUTURE OVERALL UTILITY LEGEND PROPOSED (3B) SANITARY SEWER STORM SEWER DRAINTILE WATERMAIN PHASING LIMITS 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 181716151413121110987654321 16151413121110987 654321 5 5 6 8A 819 17 7 17 0 1 2 0 1 2 1 2 3 4 5 6 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 0 1 2 3 4 5 0 1 2 AN S T O N A V E ALLERTON WAY ALLERTON WAY UPPER 144TH CT E AS T E R C T X X X X X X X X X X X X PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H ST O ST O ST O ST O ST O ST O STO S S SS S SSANSANSANSANSANSANSANSAN SA N SA N SA N SANSANSANSAN SA N SA N SA N SA N SA N SA N SANSANSAN WA T WA T WA T WA T WA T WA T WA T WA T WA T WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT 8" WM PLUG w/AIR BLEED MH-22 MH-21 MH-20 CONNECT TO EX MH-8 DROP MH-23 MH-24 MH-25 SAN STUB 8" IE=924.65 REMOVE PLUG & CONNECT TO EX 8" WM w/8" GV 4" PVC SDR 26 SAN SRV (TYP) 1" COPPER TYPE "K" SRV w/CURB STOP (TYP) HYD w/AUX VALVE 8"x6" TEE 10 LF - 6" DIP CL 52 GRND ELEV = 942.0 RELOCATE EX HYD TO STA 6+55 RELOCATED HYD w/AUX VALVE 8"x6" TEE 11 LF - 6" DIP CL 52 GRND ELEV = 946.5 HYD w/AUX VALVE 8"x6" TEE 12 LF - 6" DIP CL 52 GRND ELEV = 937.9 HYD w/AUX VALVE 8"x6" TEE 11 LF - 6" DIP CL 52 GRND ELEV = 937.0 REMOVE PLUG & CONNECT TO EX 8" WM 8"x8" TEE 8" 45° BEND 8" 45° BEND 8" 45° BEND 8" 45° BEND 8" 45° BEND (2) 8" GVs 8" GV 93 8 . 9 WY E = 1 + 8 4 94 8 . 1 93 8 . 4 WY E = 1 + 3 8 94 7 . 6 93 7 . 7 WY E = 0 + 8 9 94 6 . 9 93 7 . 1 WY E = 0 + 3 4 94 6 . 2 93 6 . 6 W Y E = 0 + 4 2 94 5 . 8 9 3 6 . 6 W Y E = 0 + 1 7 9 4 5 . 5 936 . 3 WY E = 2 + 8 9 94 5 . 2 936.0 WYE = 2+62 944.9 935.5 WYE = 2+20 944.3 934.9 WYE = 1+66 943.7 934.2 WYE = 1+15 943.0 933.7 WYE = 0+61 942.5 933.8 WYE = 0+69 942.6 934.0 WYE = 1+25 943.1 934.7 WYE = 1+81 943.8 936.0 WYE = 2+36 944.7 93 6 . 3 WY E = 1 + 3 4 94 7 . 6 93 6 . 6 WY E = 1 + 9 0 94 8 . 1 STREET 02 - ALLERTON WAY 915 920 925 930 935 940 945 950 915 920 925 930 935 940 945 950 5+50 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 EX MH-8 DROP STA: 11+22 RE=940.41 IE=928.41 (8" W) IE=920.02 (8" E) IE=920.02 (8" S) IE=919.92 (8" N) D=20.5 MH-22 STA: 5+80 RE=947.14 IE=935.14 (8" S) D=12.0 196 LF-8" PVC SDR 35 @ 1.19% MH-21 STA: 7+77 RE=944.70 IE=932.80 (8" N) IE=932.70 (8" SE) D=12.0 48 LF-8" PVC SDR 35 @ 1.08% MH-20 STA: 8+26 RE=944.08 IE=932.18 (8" NW) IE=932.08 (8" E) D=12.0 234 LF-8" PVC SDR 35 @ 1.24% IE=928.66 (8") 20 LF-8" DIP @ 1.24% 322 LF-8" PVC SDR 26 @ 0.77%MH-23 STA: 15+00 RE=935.71 IE=923.04 (8" E) IE=922.94 (8" W) D=12.8 149 LF-8" PVC SDR 35 @ 0.50% MH-24 STA: 16+50 RE=936.77 IE=923.89 (8" NE) IE=923.79 (8" W) D=13.0 75 LF-8" PVC SDR 35 @ 0.50% MH-25 MH-25 STA: 17+27 RE=937.73 IE=924.37 (8" E) IE=924.27 (8" SW) D=13.5 56 LF-8" PVC SDR 35 @ 0.50% IE=924.65 (8") 621 LF - 8" DIP CL 52 7.5' MIN COVER 92 LF - 8" DIP CL 52 EXTRA DEPTH 223 LF - 8" DIP CL 52 EXTRA DEPTH 375 LF - 8" DIP CL 52 7.5' MIN COVER TOP OF WM STA=5+63 ELEV=938.28 TOP OF WM STA=6+55 ELEV=938.28 TOP OF WM STA=10+14 ELEV=933.77 TOP OF WM STA=11+32 ELEV=932.28 TOP OF WM STA=12+95 ELEV=930.24 TOP OF WM STA=13+28 ELEV=927.72 TOP OF WM STA=16+45 ELEV=928.76 TOP OF WM STA=17+38 ELEV=929.85 TOP OF WM STA=19+09 ELEV=931.88 TOP OF WM STA=15+18 ELEV=927.69 2.0' INSULATE X-ING TOP OF WM STA=13+45 ELEV=926.86 2.0' INSULATE X-ING 1.8' INSULATE X-ING 4. 0 ' R I S E R (2 ) 4 . 5 ' R I S E R (2 ) 5 . 5 ' R I S E R 6. 5 ' R I S E R 6. 5 ' R I S E R (2 ) 6 . 0 ' R I S E R (2 ) 5 . 0 ' R I S E R 4. 0 ' R I S E R 56 LF-8" PVC SDR 26 @ 0.77% IE=920.45 (8") 41 LF-8" PVC SDR 35 @ 1.24% IE=929.17 (8") TOP OF WM STA=-0+06 ELEV=929.85 2.0' INSULATE X-ING 58 LF - 8" DIP CL 52 EXTRA DEPTH TOP OF WM STA=0+11 ELEV=929.34 TOP OF WM STA=0+53 ELEV=930.91 SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CP# 202X-XX N: \ 0 0 3 3 4 1 5 . 0 2 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 2 - U T 0 1 . D W G 20 4 PROJECT NUMBER: 0033415.02 ROSEMOUNT, MINNESOTA 02/03/23 CTY JHB CTY © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . TALAMORE 3RD ADDITION SANITARY SEWER AND WATERMAIN CONSTRUCTION PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 3 R D A D D I T I O N 02/03/23 4335802/03/23 JOHN BENDER LENNAR CORPORATION CONSTRUCTION PLANS Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 50' 10' OR 5' 0'50'100'150' . . . . . . . . . . LEGEND SANITARY SEWER SERVICE WYE AND COMBINED TRENCH LOCATION ON MAIN LINE FROM DOWNSTREAM MANHOLE SANITARY SEWER SERVICE INVERT ELEVATION @ SERVICE END DENOTES ELEVATION OF THE TOP OF WATER SERVICE STOP BOX WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FEET XXX.X X.X' RISER XXX.X SANITARY SEWER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER. INSTALL RISER AT PROPERTY LINE WYE = X+XX B A 1.FLAG HYDRANTS. 2.EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. 3.ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. 4.MANHOLE ADJUSTMENTS SHALL INCLUDE A MAXIMUM OF 12" ADJUSTMENT RINGS (TOTAL) AND ANY ADDITIONAL ADJUSTMENT REQUIRED SHALL BE MADE WITH NEW MANHOLE SECTION(S). 5.SANITARY SERVICES SHALL BE 4" PVC SDR 26 PER CITY DETAIL SS-3. 6.WATER SERVICES SHALL BE 1" COPPER TYPE "K" PER CITY DETAIL W-4. 7.ACTIVATION OF THE WATERMAIN SYSTEM SHALL BE PERFORMED BY CITY PERSONNEL ONLY. THE CITY REQUIRES A MINIMUM OF 48-HOUR NOTICE BEFORE THE ACTIVATION OF THE WATERMAIN SYSTEM. GENERAL NOTES BLK NO.WYE=X+XX XXX.X RISER (VF)LOT NO.L (FT)XXX.X S&W 1 56 930.8 6.5 2 100 930.8 6.0 3 107 930.8 5.5 4 150 930.8 5.0 45 45 45 45 940.6 940.3 940.3 940.1 7 5 157 930.8 4.5 6 200 930.8 4.0 45 45 940.0 939.2 7 244 928.5 - 8 287 928.5 - 45 45 938.1 938.1 9 294 928.5 -45 938.0 10 337 928.5 -45 937.9 11 343 928.5 -45 937.8 12 9 928.5 -45 937.6 13 39 928.5 -43 937.6 14 82 928.5 -42 937.7 15 89 928.5 -41 937.8 16 132 928.5 -40 937.9 1 58 930.7 6.5 2 101 930.7 6.0 3 108 930.7 5.5 4 151 930.7 5.0 5 158 930.7 4.5 6 201 930.7 4.0 7 231 928.5 - 8 274 928.5 - 45 45 45 45 45 45 45 45 940.4 940.3 940.3 940.1 940.0 939.4 938.2 938.1 8 9 281 928.5 - 10 324 928.5 - 45 45 938.1 937.9 11 331 928.5 - 12 370 928.5 - 45 45 937.8 937.5 13 12 928.5 - 14 69 928.5 - 15 76 928.5 - 16 119 928.5 - 47 48 48 50 937.5 937.8 937.8 938.0 17 126 928.5 - 18 5 928.5 - 50 61 938.1 938.1 BLK NO.WYE=X+XX XXX.X RISER (VF)LOT NO.L (FT)XXX.X S&W SAN EXISTING PROPOSED (3A) WAT S DT FUTURE OVERALL UTILITY LEGEND PROPOSED (3B) SANITARY SEWER STORM SEWER DRAINTILE WATERMAIN PHASING LIMITS 3 4 1 2 3 4 5 6 1 2 1 2 1 2 12 13 1 2 2A 3 1 16 17 4 5 6 7 8 9 0 1 AN S T O N A V E UPPER 141S T S T E AL L I U M C T W POH POH POH POH POH POH POH POH POH POH POH POH POH POH WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT 927.9 WYE = 1+92 16.5' RISER 937.6 HYD w/AUX VALVE 8"x6" TEE 12 LF - 6" DIP CL 52 37.5xx.x 8" GV 4" PVC SDR 26 SAN SRV (TYP) 1" COPPER TYPE "K" SRV w/CURB STOP (TYP) 928.5 WYE = 1+20 17.5' RISER 938.2 928.7 WYE = 0+31 18.5' RISER 938.5 927.6 WYE = 1+02 17.5' RISER 937.6 926.5 WYE = 0+37 17.0' RISER 936.6 926.4 WYE = 0+05 17.5' RISER 936.3 8" GV 16"x 8" REDUCER 16"x 8" TEE 16" WM PLUG w/AIR BLEED 927.3 WYE = 0+33 937.0 16" 11.25° BEND 8" 11.25° BEND 8" WM PLUG w/AIR BLEED8"x 8" TEE SAN STUB 8" IE=919.13 MH-39 DROP MH-38 MH-37 DROP SAN STUB 8" IE=918.21 1 2 3 8910111213 5 1 2 3 4 5 64 2 3 6A 7 8 9 10 0 1 2 3 4 5 ALLIUM CT NW L NWLNWLNWL NWL NWL NWL S SA N SA N SA N SA N SA N SA N SA N ST O ST O S SA N SA N SA N SA N SA N SA N SA N 924.2 WYE = 1+99 15.5' RISER 934.0 HYD w/AUX VALVE 8"x6" TEE 27 LF - 6" DIP CL 52 GRND ELEV = 920.0 8" GV 4" PVC SDR 26 SAN SRV (TYP) 1" COPPER TYPE "K" SRV w/CURB STOP (TYP) 921.5 WYE = 1+34 13.0' RISER 931.5 918.1 WYE = 0+68 10.0' RISER 928.4 915.7 WYE = 1+69 6.5' RISER 924.5 913.1 WYE = 0+88 4.0' RISER 921.4 911.9 WYE = 0+39 4.0' RISER 920.2 924.7 WYE = 2+04 15.5' RISER 934.5 921.4 WYE = 1+38 13.0' RISER 931.8 918.0 WYE = 0+72 10.0' RISER 928.3 914.7 WYE = 0+07 7.5' RISER 925.2 911.4 WYE = 1+45 5.5' RISER 922.1 910.6 WYE = 0+81 4.0' RISER 920.3 8" 22.5° BEND (2) 8" 22.5° BENDS (2) 8" 45° BENDS MH-37 DROP MH-36 MH-30A MH-30 DROP MH-MCES 39 STREET 06 - ACORN AVENUE | UPPER 141ST STREET EAST 900 905 910 915 920 925 930 935 940 900 905 910 915 920 925 930 935 940 4+00 5+00 6+00 7+00 8+00 9+00 10+00 STREET 07 - ALLIUM COURT 900 905 910 915 920 925 930 935 940 900 905 910 915 920 925 930 935 940 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+50 MH-39 DROP STA: 5+00 RE=936.18 IE=918.83 (8" W) IE=907.28 (8" S) IE=907.18 (8" E) D=29.0 IE=919.13 (8") 39 LF-8" PVC SDR 35 @ 0.50% IE=918.93 (8") 20 LF-8" DIP @ 0.50% MH-38 STA: 7+00 RE=936.68 IE=906.18 (8" W) IE=906.08 (8" E) D=30.6 MH-37 DROP STA: 8+32 RE=935.22 IE=917.87 (8" E) IE=905.42 (8" W) IE=905.32 (8" S) D=29.9 20 LF-8" DIP @ 0.50% IE=917.97 (8") 47 LF-8" PVC SDR 35 @ 0.50% IE=918.21 (8") MH-37 DROP STA: 0+00 RE=935.22 IE=917.87 (8" E) IE=905.42 (8" W) IE=905.32 (8" S) D=29.9 300 LF-8" PVC C900 @ 0.50% MH-36 STA: 3+00 RE=923.22 IE=903.82 (8" N) IE=903.72 (8" SE) D=19.5 182 LF-8" PVC SDR 26 @ 0.50% MH-30A STA: 1+82 RE=918.01 IE=902.81 (8" NW) IE=902.71 (8" E) D=15.3 144 LF-8" PVC SDR 35 @ 0 . 7 8 % MH-30 DROP STA: 3+27 RE=915.71 IE=901.58 (8" W) IE=901.48 (8" S) D=14.2 10 LF-8" PVC SDR 35 @ 0.50% EX MH-MCES 39 STA: 3+36 RE=916.71 IE=901.43 (8" N) IE=901.43 (8" S) IE=900.17 (24" W) IE=900.36 (24" E) D=16.5 FUT 15 LF-8" PVC @ 0.50% FUT MH-29 STA: 3+52 RE=919.18 IE=901.61 (8" E) IE=901.51 (8" N) D=17.7 TOP OF WM STA=4+51 ELEV=927.74 TOP OF WM STA=5+11 ELEV=928.34 TOP OF WM STA=6+21 ELEV=929.38 TOP OF WM STA=8+43 ELEV=927.33 TOP OF WM STA=8+90 ELEV=927.79 380 LF - 8" DIP CL 52 7.5' MIN COVER 58 LF - 16" DIP CL 52 7.5' MIN COVER TOP OF WM STA=-0+10 ELEV=927.33 TOP OF WM STA=0+45 ELEV=925.45 TOP OF WM STA=0+83 ELEV=925.45 TOP OF WM STA=4+44 ELEV=910.88 TOP OF WM STA=4+75 ELEV=910.46 TOP OF WM STA=5+90 ELEV=906.20 TOP OF WM STA=5+46 ELEV=906.91 TOP OF WM STA=6+28 ELEV=907.76 TOP OF WM STA=6+43 ELEV=907.95 2.0' INSULATE X-ING 93 LF - 8" DIP CL 52 EXTRA DEPTH 563 LF - 8" DIP CL 52 7.5' MIN COVER PROPOSED ℄ GRADE (TYP.) REAR YARD GRADE TEMP DITCH GRADING 36" RCP CL 3 IE=910.71 17 . 0 ' R I S E R 17 . 5 ' R I S E R 18 . 5 ' R I S E R 17 . 5 ' R I S E R 16 . 5 ' R I S E R 17 . 5 ' R I S E R 4. 0 ' R I S E R 10 . 0 ' R I S E R 13 . 0 ' R I S E R 15 . 5 ' R I S E R 15 . 5 ' R I S E R 13 . 0 ' R I S E R 10 . 0 ' R I S E R 7. 5 ' R I S E R 4. 0 ' R I S E R 5. 5 ' R I S E R 6. 5 ' R I S E R 4. 0 ' R I S E R 200 LF-8" PVC C900 @ 0.50% 132 LF-8" PVC C900 @ 0.50% SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CP# 202X-XX N: \ 0 0 3 3 4 1 5 . 0 2 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 2 - U T 0 1 . D W G 20 5 PROJECT NUMBER: 0033415.02 ROSEMOUNT, MINNESOTA 02/03/23 CTY JHB CTY © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . TALAMORE 3RD ADDITION SANITARY SEWER AND WATERMAIN CONSTRUCTION PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 3 R D A D D I T I O N 02/03/23 4335802/03/23 JOHN BENDER LENNAR CORPORATION CONSTRUCTION PLANS Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 50' 10' OR 5' 0'50'100'150' . . . . . . . . . . LEGEND SANITARY SEWER SERVICE WYE AND COMBINED TRENCH LOCATION ON MAIN LINE FROM DOWNSTREAM MANHOLE SANITARY SEWER SERVICE INVERT ELEVATION @ SERVICE END DENOTES ELEVATION OF THE TOP OF WATER SERVICE STOP BOX WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FEET XXX.X X.X' RISER XXX.X SANITARY SEWER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER. INSTALL RISER AT PROPERTY LINE WYE = X+XX B A 1.FLAG HYDRANTS. 2.EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. 3.ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. 4.MANHOLE ADJUSTMENTS SHALL INCLUDE A MAXIMUM OF 12" ADJUSTMENT RINGS (TOTAL) AND ANY ADDITIONAL ADJUSTMENT REQUIRED SHALL BE MADE WITH NEW MANHOLE SECTION(S). 5.SANITARY SERVICES SHALL BE 4" PVC SDR 26 PER CITY DETAIL SS-3. 6.WATER SERVICES SHALL BE 1" COPPER TYPE "K" PER CITY DETAIL W-4. 7.ACTIVATION OF THE WATERMAIN SYSTEM SHALL BE PERFORMED BY CITY PERSONNEL ONLY. THE CITY REQUIRES A MINIMUM OF 48-HOUR NOTICE BEFORE THE ACTIVATION OF THE WATERMAIN SYSTEM. GENERAL NOTES SAN EXISTING PROPOSED (3A) WAT S DT FUTURE OVERALL UTILITY LEGEND PROPOSED (3B) SANITARY SEWER STORM SEWER DRAINTILE WATERMAIN PHASING LIMITS 7 8 9 10 11 12 10 11 12 13 14 181716151413121110987654321 5 819 16 17 18 19 20 21 22 23 24 25 26 27 28 29 0 0 1 CONNEMARA TRAIL AN S T O N A V E CONNEMARA TRAIL ASTER C T NW L NWL NWL NWL NWL NWL NWL PO H PO H PO H PO H PO H PO H PO H PO H ST ST O ST O REMOVE PLUG & CONNECT TO EX 12" WM 12" GV 16"x 12" CROSS 12" GV HYD w/AUX VALVE 12"x6" TEE 22 LF - 6" DIP CL 52 GRND ELEV = 937.6 12" WM PLUG w/AIR BLEED CONNEMARA TRAIL 895 900 905 910 915 920 925 930 935 940 945 895 900 905 910 915 920 925 930 935 940 945 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 29+50 214 LF - 12" DIP CL 52 7.5' MIN COVER 198 LF - 12" DIP CL 52 EXTRA DEPTH 176 LF - 12" DIP CL 52 EXTRA DEPTH FUT 762 LF - 12" DIP CL 52 7.5' MIN COVER TOP OF WM STA = 15+50 ELEV = 932.43 (VERIFY) TOP OF WM STA=17+48 ELEV=932.43 TOP OF WM STA=19+62 ELEV=928.90 TOP OF WM STA=21+28 ELEV=929.38TOP OF WM STA=20+96 ELEV=929.08 MH-10 STA: 20+86 RE=937.23 IE=921.34 (8" S) IE=921.24 (8" N) D=16.0 2.0' INSULATE X-ING 2.0' INSULATE X-ING TOP OF WM STA=21+38 ELEV=929.28 SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CP# 202X-XX N: \ 0 0 3 3 4 1 5 . 0 2 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 2 - U T 0 1 . D W G 20 6 PROJECT NUMBER: 0033415.02 ROSEMOUNT, MINNESOTA 02/03/23 CTY JHB CTY © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . TALAMORE 3RD ADDITION SANITARY SEWER AND WATERMAIN CONSTRUCTION PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 3 R D A D D I T I O N 02/03/23 4335802/03/23 JOHN BENDER LENNAR CORPORATION CONSTRUCTION PLANS Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 50' 10' OR 5' 0'50'100'150' . . . . . . . . . . LEGEND SANITARY SEWER SERVICE WYE AND COMBINED TRENCH LOCATION ON MAIN LINE FROM DOWNSTREAM MANHOLE SANITARY SEWER SERVICE INVERT ELEVATION @ SERVICE END DENOTES ELEVATION OF THE TOP OF WATER SERVICE STOP BOX WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FEET XXX.X X.X' RISER XXX.X SANITARY SEWER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER. INSTALL RISER AT PROPERTY LINE WYE = X+XX B A 1.FLAG HYDRANTS. 2.EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. 3.ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. 4.MANHOLE ADJUSTMENTS SHALL INCLUDE A MAXIMUM OF 12" ADJUSTMENT RINGS (TOTAL) AND ANY ADDITIONAL ADJUSTMENT REQUIRED SHALL BE MADE WITH NEW MANHOLE SECTION(S). 5.SANITARY SERVICES SHALL BE 4" PVC SDR 26 PER CITY DETAIL SS-3. 6.WATER SERVICES SHALL BE 1" COPPER TYPE "K" PER CITY DETAIL W-4. 7.ACTIVATION OF THE WATERMAIN SYSTEM SHALL BE PERFORMED BY CITY PERSONNEL ONLY. THE CITY REQUIRES A MINIMUM OF 48-HOUR NOTICE BEFORE THE ACTIVATION OF THE WATERMAIN SYSTEM. GENERAL NOTES SAN EXISTING PROPOSED (3A) WAT S DT FUTURE OVERALL UTILITY LEGEND PROPOSED (3B) SANITARY SEWER STORM SEWER DRAINTILE WATERMAIN PHASING LIMITS 2 3 4 1 2 7 1 2 3 4 5 6 1 2 3 4 5 6 810 7 2 3 3 11121314 15 1617 15 16 3 4 5 6 ANSTON AVE U P P E R 1 4 1 S T S T E STOSTOSTO ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O S S SA N SA N SA N SA N SA N SA N SA N SA N SAN SA N SA N WA T WA T WA T WA T WATWAT S SA N SA N SA N SA N SA N SA N SA N SA N 24 " R C P S A N CB-255 CBMH-253 CB-254 STORM STUB 15" IE=917.95 CBMH-251 SUMP BEGIN STREET AND SIDEWALK CONSTRUCTION AT STA 11+60 SALVAGE (2) TYPE III BARRICADES SURMOUNTABLE CURB & GUTTER (TYP) 5' CONC SIDEWALK 1' INSIDE ROW (TYP) PED RAMP (TYP) ADJUST MH CASTING (TYP) ADJUST GV (TYP) R2 5 ' 60 ' RO W 32 ' F- F 11 12 5 6 6 5 4 3 2 1 6 5 4 3 2 1 19 20 21 22 01234 10 11 12 13 CO N N E M A R A T R A I L ANSTON AVE AL L E R T O N W A Y SSANSANSANSAN WAT CBMH-116 CB-117 STMH-115 CBMH-113 CB-114 CBMH-106 END STREET AND SIDEWALK CONSTRUCTION AT STA 3+81 SALVAGE (2) TYPE III BARRICADES 60 ' RO W 32 ' F- F SURMOUNTABLE CURB & GUTTER (TYP) 5' CONC SIDEWALK 1' INSIDE ROW (TYP) R25' PED RAMP (TYP) ADJUST MH CASTING (TYP) ADJUST GV (TYP) R25 ' STREET 01 - ANSTON AVENUE 910 915 920 925 930 935 940 945 950 910 915 920 925 930 935 940 945 950 0+001+002+003+004+005+00 STREET 01 - ANSTON AVENUE 900 905 910 915 920 925 930 935 940 900 905 910 915 920 925 930 935 940 11+0012+0013+0014+0015+0016+0017+0018+00 -2.00% 1.90% 1.26% PVI STA = 0+00.00 PVI ELEV = 937.56 PVI STA = 0+24.50 PVI ELEV = 937.07 H.P ELEV = 942.24 H.P. STA = 3+97.11 PVI STA = 4+00.00 PVI ELEV = 942.60 A.D. = -2.66% K = 41.35 110.00' VC PVC = 3+45.00 ELEV = 941.91 PVT = 4+55.00 ELEV = 941.83 H.P ELEV = 939.83 H.P. STA = 1+80.00 PVI STA = 1+50.00 PVI ELEV = 939.45 A.D. = -0.64% K = 94.28 60.00' VC PVC = 1+20.00 ELEV = 938.88 PVT = 1+80.00 ELEV = 939.83 93 7 . 5 6 93 7 . 5 5 93 8 . 5 0 93 9 . 4 0 94 0 . 0 8 94 0 . 7 1 94 1 . 3 4 94 1 . 9 7 94 2 . 2 3 94 1 . 9 0 94 1 . 2 0 92 4 . 1 9 92 2 . 6 2 92 1 . 7 4 92 1 . 5 5 92 2 . 0 5 92 3 . 2 4 92 5 . 1 2 92 7 . 5 6 93 0 . 0 6 93 2 . 4 6 93 4 . 1 2 93 5 . 1 6 93 6 . 1 6 5.0 0 % 2.00% PVI STA = 17+03.47 PVI ELEV = 936.23 L.P ELEV = 921.53 L.P. STA = 12+38.79 PVI STA = 12+40.00 PVI ELEV = 917.06 A.D. = 9.93% K = 36.24 360.00' VC PVC = 10+60.00 ELEV = 925.94 PVT = 14+20.00 ELEV = 926.06 H.P ELEV = 934.46 H.P. STA = 16+15.00 PVI STA = 15+70.00 PVI ELEV = 933.56 A.D. = -3.00% K = 30.00 90.00' VC PVC = 15+25.00 ELEV = 931.31 PVT = 16+15.00 ELEV = 934.46 31 LF-15" RCP CL 5 @ 1.00% CB-254 STA: 15+30 RE=931.09 IE=927.10 (15" W) D=4.0CBMH-253 STA: 15+26 RE=930.88 IE=926.79 (15" E) IE=925.04 (15" N) IE=925.04 (15" S) D=5.8 CB-255 STA: 17+19 RE=935.64 IE=931.64 (15" S) D=4.0 192 L F - 1 5 " R C P C L 5 @ 3 . 4 4 % CBMH-253 253 LF - 1 5 " R C P C L 5 @ 2 . 8 0 % IE=917.95 (15") EX 35 LF-15" RCP CL 5 @ 2.80% CBMH-251 SUMP STA: 12+39 RE=921.07 IE=917.07 (21" S) IE=916.97 (15" E) IE=916.97 (15" N) IE=915.97 (30" W) D=8.1 3.0' SUMP=912.97 CBMH-116 63 LF-15" RCP CL 5 @ 0.50% STMH-115 STA: 2+14 RE=939.94 IE=935.97 (15" W) IE=935.97 (15" N) IE=926.83 (24" E) IE=926.43 (30" S) D=13.5 158 LF-30" RCP CL 3 @ 0.30% CBMH-113 83 LF-30" RCP CL 3 @ 0.30% CBMH-106 STA: -0+26 RE=936.87 IE=925.71 (30" N) IE=923.69 (24" E) IE=922.89 (36" W) D=14.0CBMH-116 STA: 2+77 RE=940.59 IE=936.28 (15" E) IE=936.28 (15" S) D=4.3 31 LF-15" RCP CL 5 @ 1.00% CB-117 STA: 2+77 RE=940.59 IE=936.59 (15" W) D=4.0 CBMH-113 STA: 0+57 RE=937.22 IE=932.91 (15" E) IE=925.95 (30" N) IE=925.95 (30" S) D=11.3 31 LF-15" RCP CL 5 @ 1.00% CB-114 STA: 0+57 RE=937.22 IE=933.22 (15" W) D=4.0 PROPOSED ℄ GRADE (TYP.) PROPOSED ℄ SUBGRADE (TYP.) PROPOSED ℄ GRADE (TYP.) PROPOSED ℄ SUBGRADE (TYP.) STREET 06 ℄-℄ CONNEMARA TRAIL ℄-℄ BE G I N S T R E E T C O N S T R U C T I O N ST A 1 1 + 6 0 EN D S T R E E T C O N S T R U C T I O N ST A 3 + 8 1 SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CP# 202X-XX N: \ 0 0 3 3 4 1 5 . 0 2 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 2 - S T 0 1 . D W G 20 7 PROJECT NUMBER: 0033415.02 ROSEMOUNT, MINNESOTA 02/03/23 CTY JHB CTY © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . TALAMORE 3RD ADDITION STREET AND STORM SEWER CONSTRUCTION PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 3 R D A D D I T I O N 02/03/23 4335802/03/23 JOHN BENDER LENNAR CORPORATION CONSTRUCTION PLANS Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 50' 10' OR 5' 0'50'100'150' . . . . . . . . . . LEGEND 1.RADIUS TO BE B618 CURB & GUTTER WITH 10' TRANSITIONS FROM SURMOUNTABLE CURB & GUTTER. 2.ALL RCP SHALL BE CLASS V, UNLESS OTHERWISE NOTED. 3.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET. MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS SHOWN ON THE PROFILES REFLECT THE SUMPED ELEVATIONS. 4.ALL CB, CBMH, AND STMH WITHIN 10' OF HORIZONTAL DISTANCE TO WATERMAIN SHALL BE CONSTRUCTED WITH POURED INPLACE INVERT AND SHALL UTILIZE WATER STOP GROUTING RINGS. 5.COORDINATE WEAR COURSE PLACEMENT WITH CITY STAFF TO DETERMINE TIMING WITH RELATION TO BASE COURSE PLACEMENT. GENERAL NOTES EXISTING PROPOSED GUTTER ELEVATION900.00 900.00 SAN EXISTING PROPOSED (3A) WAT S DT FUTURE OVERALL UTILITY LEGEND PROPOSED (3B) SANITARY SEWER STORM SEWER DRAINTILE WATERMAIN PHASING LIMITS 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 181716151413121110987654321 16151413121110987 654321 5 5 6 8A 819 17 7 17 0 1 2 1 2 1 2 3 4 5 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 0 1 2 3 4 5 0 1 2 AN S T O N A V E ALLERTON WAY ALLERTON WAY UPPER 144TH CT E AS T E R C T ST O ST O ST O ST O STO S S SS S SSANSANSANSANSANSANSANSANSANSANSANSAN SA N SA N SA N SA N SA N SA N SANSANSAN WA T WA T WA T WA T WA T WA T WA T WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT X X X X X X X X X X X PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H CB-119 CBMH-118 CBMH-115A STMH-115 STORM STUB 24" IE=927.23 CBMH-120 CBMH-121 CBMH-122 CB-123 CBMH-124 CB-125 STMH-126 CBMH-127 CBMH-128 CB-129 STMH-130 CB-131 CONNECT TO EX STRM 15" IE=935.08 CB-115B STORM STUB 15" IE=936.64 END STREET CONSTRUCTION AT STA 0+38 INSTALL (2) TYPE III BARRICADES 60 ' RO W 32 ' F- F 5' CONC SIDEWALK 1' INSIDE ROW (TYP) PED RAMP (TYP) ADJUST MH CASTING (TYP)ADJUST GV (TYP) SURMOUNTABLE CURB & GUTTER (TYP) END STREET AND SIDEWALK CONSTRUCTION AT STA 19+19 SALVAGE (2) TYPE III BARRICADES BEGIN STREET AND SIDEWALK CONSTRUCTION AT STA 5+53 REMOVE TEMP CUL-DE-SAC AND SALVAGE (2) TYPE III BARRICADES CONC VALLEY GUTTER ACROSS STREET PARKING CONC VALLEY GUTTER ACROSS STREET PARKING 936.78 936.93 937.06937.53 938.52 939.52 939.12 937.94 939.09 939.46 939.06 938.52 GUTTER ELEVATION (TYP) 4" PERF PE DRAINTILE (TYP) MIN 25' EACH DIRECTION AT LP R 2 0 ' R 2 5 ' TIPOUT B612 CURB & GUTTER TIPOUT B612 CURB & GUTTER B612 CURB & GUTTER. DRAIN TO CBMH. STREET 02 - ALLERTON WAY 910 915 920 925 930 935 940 945 950 910 915 920 925 930 935 940 945 950 5+40 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 -2.00% 1.18% -1.26% PVI STA = 19+76.34 PVI ELEV = 940.51 PVI STA = 19+71.34 PVI ELEV = 940.61 L.P ELEV = 935.68 L.P. STA = 15+26.74 PVI STA = 15+25.00 PVI ELEV = 935.34 A.D. = 2.44% K = 45.14 110.00' VC PVC = 14+70.00 ELEV = 936.04 PVT = 15+80.00 ELEV = 935.99 H.P ELEV = 947.28 H.P. STA = 5+55.46 PVI STA = 5+40.00 PVI ELEV = 947.73 A.D. = -3.50% K = 31.46 110.00' VC PVC = 4+85.00 ELEV = 946.49 PVT = 5+95.00 ELEV = 947.03 94 7 . 2 5 94 7 . 2 8 94 6 . 9 7 94 6 . 3 4 94 5 . 7 1 94 5 . 0 9 94 4 . 4 6 94 3 . 8 3 94 3 . 2 0 94 2 . 5 7 94 1 . 9 4 94 1 . 3 2 94 0 . 6 9 94 0 . 0 6 93 9 . 4 3 93 8 . 8 0 93 8 . 1 7 93 7 . 5 4 93 6 . 9 2 93 6 . 2 9 93 5 . 7 6 93 5 . 7 4 93 6 . 2 3 93 6 . 8 2 93 7 . 4 1 93 8 . 0 0 93 8 . 5 9 93 9 . 1 8 93 9 . 7 7 94 0 . 3 6 STMH-115 STA: 11+06 RE=939.94 IE=935.97 (15" W) IE=935.97 (15" N) IE=926.83 (24" E) IE=926.43 (30" S) D=13.5 CBMH-118 237 LF-15" RCP C L 5 @ 1 . 1 0 % CBMH-115A 31 LF-15" RCP CL 5 @ 0.83% 171 LF-24" RCP CL 3 @ 0.60% CBMH-120 182 LF-21" RCP CL 4 @ 0.65% CBMH-124 127 LF-18" RCP CL 5 @ 0.55% STMH-126 STA: 16+50 RE=936.53 IE=931.11 (18" NE) IE=931.11 (18" W) D=5.4 CBMH-127 STA: 17+12 RE=937.10 IE=931.49 (18" N) IE=931.49 (18" SW) D=5.6 67 LF-18" RCP CL 5 @ 0.55%70 LF-18" RCP CL 5 @ 0.55% CBMH-128 STA: 17+71 RE=937.79 IE=933.48 (15" W) IE=932.06 (15" N) IE=931.86 (18" S) D=5.9 81 LF-15" RCP CL 5 @ 1.00% STMH-130 52 LF-15" RCP CL 5 @ 1.00% IE=935.08 (15") EX 20 LF-15" RCP CL 5 @ 1.00% EX CBMH-132 STA: 19+24 RE=939.59 IE=935.36 (15" NE) IE=935.28 (15" W) IE=935.28 (15" S) D=4.3 CBMH-118 STA: 8+32 RE=943.61 IE=939.25 (15" N) IE=939.25 (15" E) D=4.4 31 LF-15" RCP CL 5 @ 1.00% CB-119 STA: 8+34 RE=943.56 IE=939.56 (15" S) D=4.0 CBMH-115A STA: 10+75 RE=940.54 IE=936.53 (15" W) IE=936.23 (15" N) IE=936.23 (15" E) D=4.3 31 LF-15" RCP CL 5 @ 1.00% CB-115B STA: 10+75 RE=940.54 IE=936.54 (15" S) D=4.0 CBMH-120 STA: 13+45 RE=937.15 IE=929.03 (21" E) IE=928.86 (15" N) IE=928.26 (24" W) D=8.9 51 LF-15" RCP CL 5 @ 0.35% CBMH-121 STA: 13+45 RE=936.56 IE=929.04 (15" N) IE=929.04 (15" S) D=7.5 111 LF-15" RCP CL 5 @ 0.33% CBMH-122 STA: 13+45 RE=934.80 IE=929.41 (15" E) IE=929.41 (15" S) D=5.4 180 LF-15" RCP CL 5 @ 0.33% CB-123 STA: 15+25 RE=934.00 IE=930.00 (15" W) D=4.0 CBMH-124 STA: 15+27 RE=935.22 IE=930.91 (15" N) IE=930.41 (18" E) IE=930.21 (21" W) D=5.0 31 LF-15" RCP CL 5 @ 1.00% CB-125 STA: 15+27 RE=935.22 IE=931.22 (15" S) D=4.0 CBMH-128 STA: 17+71 RE=937.79 IE=933.48 (15" W) IE=932.06 (15" N) IE=931.86 (18" S) D=5.9 31 LF-15" RCP CL 5 @ 1.00% CB-129 STA: 17+71 RE=937.79 IE=933.79 (15" E) D=4.0 STMH-130 STA: 18+52 RE=938.92 IE=934.56 (15" N) IE=932.87 (15" E) IE=932.87 (15" S) D=6.0 93 LF-15" RCP CL 5 @ 0.35% CB-131 STA: 18+52 RE=937.20 IE=933.20 (15" W) D=4.0 PROPOSED ℄ GRADE (TYP.) PROPOSED ℄ SUBGRADE (TYP.) STREET 01 ℄-℄ PRVT 01 ℄-℄ STREET 03 ℄-℄ BE G I N S T R E E T C O N S T R U C T I O N ST A 5 + 5 3 PHASE 3A STUB IE=927.23 (24") 10 LF-15" RCP CL 5 @ 1.10% PHASE 3A STUB IE=936.64 (15") 68 LF-24" RCP CL 3 @ 0.60% SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CP# 202X-XX N: \ 0 0 3 3 4 1 5 . 0 2 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 2 - S T 0 1 . D W G 20 8 PROJECT NUMBER: 0033415.02 ROSEMOUNT, MINNESOTA 02/03/23 CTY JHB CTY © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . TALAMORE 3RD ADDITION STREET AND STORM SEWER CONSTRUCTION PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 3 R D A D D I T I O N 02/03/23 4335802/03/23 JOHN BENDER LENNAR CORPORATION CONSTRUCTION PLANS Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 50' 10' OR 5' 0'50'100'150' . . . . . . . . . . LEGEND 1.RADIUS TO BE B618 CURB & GUTTER WITH 10' TRANSITIONS FROM SURMOUNTABLE CURB & GUTTER. 2.ALL RCP SHALL BE CLASS V, UNLESS OTHERWISE NOTED. 3.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET. MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS SHOWN ON THE PROFILES REFLECT THE SUMPED ELEVATIONS. 4.ALL CB, CBMH, AND STMH WITHIN 10' OF HORIZONTAL DISTANCE TO WATERMAIN SHALL BE CONSTRUCTED WITH POURED INPLACE INVERT AND SHALL UTILIZE WATER STOP GROUTING RINGS. 5.COORDINATE WEAR COURSE PLACEMENT WITH CITY STAFF TO DETERMINE TIMING WITH RELATION TO BASE COURSE PLACEMENT. GENERAL NOTES EXISTING PROPOSED GUTTER ELEVATION900.00 900.00 SAN EXISTING PROPOSED (3A) WAT S DT FUTURE OVERALL UTILITY LEGEND PROPOSED (3B) SANITARY SEWER STORM SEWER DRAINTILE WATERMAIN PHASING LIMITS 3 4 1 2 3 4 5 6 1 2 1 2 1 2 12 13 1 2 2A 3 1 16 17 4 5 6 7 8 9 0 1 AN S T O N A V E UPPER 141S T S T E AL L I U M C T W POH POH POH POH POH POH POH POH POH POH POH POH POH POH WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT CB-255 CB-210 CBMH-211 STORM STUB 15" IE=927.73 5' CONC SIDEWALK 1' INSIDE ROW (TYP) PED RAMP (TYP) ADJUST MH CASTING (TYP) ADJUST GV (TYP) SURMOUNTABLE CURB & GUTTER (TYP) 4" PERF PE DRAINTILE (TYP) MIN 25' EACH DIRECTION AT LP BEGIN STREET AND SIDEWALK CONSTRUCTION AT STA 4+61 INSTALL (2) TYPE III BARRICADES 60 ' RO W 32 ' F- F R2 5 ' R20' END STREET AND SIDEWALK CONSTRUCTION AT STA 8+80 INSTALL (2) TYPE III BARRICADES 1 2 3 4 111213 4 5 1 2 3 4 5 6 1 4 2 3 6A 8 9 10 11 0 1 2 3 4 5 ALLIUM CT NW L NW L NW L NWLNWLNWL NWL NWL NWL IN F I L T . B A S I N BO T AR E A NU R P C E L L BO T NW L WE T V O L ST O ST O S SA N SA N SA N SA N SA N SA N SA N SA N S SA N SA N SA N SA N SA N SA N SA N SA N CB-210 CBMH-209 CBMH-207 CB-208 CBMH-206 STMH-202 4" PERF PE DRAINTILE (TYP) MIN 25' EACH DIRECTION AT LP 60 ' RO W 32 ' F- F SURMOUNTABLE CURB & GUTTER (TYP) ADJUST MH CASTING (TYP) ADJUST GV (TYP) R2 0 ' STREET 06 - ACORN AVENUE | UPPER 141ST STREET EAST 900 905 910 915 920 925 930 935 940 900 905 910 915 920 925 930 935 940 4+00 5+00 6+00 7+00 8+00 9+00 10+00 STREET 07 - ALLIUM COURT 900 905 910 915 920 925 930 935 940 900 905 910 915 920 925 930 935 940 0+00 1+00 2+00 3+00 4+00 5+00 6+00 1.00%-2.00%1.00% PVI STA = 4+99.70 PVI ELEV = 936.23 L.P ELEV = 935.23 L.P. STA = 8+15.00 PVI STA = 7+95.00 PVI ELEV = 934.83 A.D. = 3.00% K = 40.00 120.00' VC PVC = 7+35.00 ELEV = 936.03 PVT = 8+55.00 ELEV = 935.43 H.P ELEV = 937.40 H.P. STA = 6+33.33 PVI STA = 6+50.00 PVI ELEV = 937.73 A.D. = -3.00% K = 33.33 100.00' VC PVC = 6+00.00 ELEV = 937.23 PVT = 7+00.00 ELEV = 936.73 93 5 . 2 3 93 5 . 7 3 93 6 . 2 3 93 6 . 7 3 93 7 . 2 3 93 7 . 3 6 93 6 . 7 3 93 5 . 7 6 93 5 . 2 6 93 5 . 3 9 93 5 . 8 8 93 6 . 3 8 93 6 . 8 8 5.00% -2.00% -5.0 0 % PVI STA = 0+00.00 PVI ELEV = 935.27 PVI STA = 5+82.71 PVI ELEV = 924.98 L.P ELEV = 919.56 L.P. STA = 4+24.28 PVI STA = 4+24.28 PVI ELEV = 917.06 A.D. = 10.00% K = 20.00 200.00' VC PVC = 3+24.28 ELEV = 922.06 PVT = 5+24.28 ELEV = 922.06 H.P ELEV = 934.27 H.P. STA = 0+50.00 PVI STA = 1+00.00 PVI ELEV = 933.27 A.D. = -3.00% K = 33.33 100.00' VC PVC = 0+50.00 ELEV = 934.27 PVT = 1+50.00 ELEV = 930.77 93 5 . 2 7 93 4 . 2 7 93 2 . 9 0 93 0 . 7 7 92 8 . 2 7 92 5 . 7 7 92 3 . 2 7 92 0 . 9 4 91 9 . 7 0 91 9 . 7 2 92 0 . 9 9 92 3 . 3 4 CB-255 STA: 4+86 RE=935.64 IE=931.64 (15" S) D=4.0 CB-210 STA: 8+15 RE=934.77 IE=930.77 (15" S) D=4.0 CBMH-211 STA: 8+72 RE=935.14 IE=927.67 (15" E) IE=927.67 (15" SW) D=7.5 18 LF-15" RCP CL 5 @ 0.33% IE=927.73 (15") 65 LF-15" RCP CL 5 @ 0.33% CBMH-211 STA: 0+12 RE=935.14 IE=927.67 (15" E) IE=927.67 (15" SW) D=7.5 CBMH-209 STA: 0+45 RE=933.91 IE=930.18 (15" N) IE=927.45 (15" NE) IE=927.45 (15" S) D=6.5 45 LF-15" RCP CL 5 @ 1.00% CB-208 STA: 5+31 RE=921.94 IE=917.94 (15" W) D=4.0 CBMH-207 STA: 3+13 RE=922.14 IE=917.49 (15" N) IE=917.49 (15" E) IE=917.49 (15" SE) D=4.7 CB-210 STA: -0+14 RE=934.77 IE=930.77 (15" S) D=4.0 59 LF-15" RCP CL 5 @ 1.00% CBMH-209 268 L F - 1 5 " R C P C L 5 @ 3 . 7 1 % CBMH-207 114 LF-15 " R C P C L 5 @ 2 . 0 0 % CBMH-206 89 LF-15" RCP CL 5 @ 2.00% STMH-202 STA: 4+19 RE=920.00 IE=913.42 (15" N) IE=911.46 (30" W) IE=911.06 (36" E) D=8.9 CBMH-206 STA: 4+24 RE=919.10 IE=915.20 (15" NW) IE=915.20 (15" S) D=6.9 3.0' SUMP=912.20 PROPOSED ℄ GRADE (TYP.) PROPOSED ℄ SUBGRADE (TYP.) PROPOSED ℄ GRADE (TYP.) PROPOSED ℄ SUBGRADE (TYP.) STREET 01 ℄-℄STREET 07 ℄-℄STREET 06 ℄-℄ BE G I N S T R E E T C O N S T R U C T I O N ST A 4 + 6 1 EN D S T R E E T C O N S T R U C T I O N ST A 8 + 8 0 CBMH-206 SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CP# 202X-XX N: \ 0 0 3 3 4 1 5 . 0 2 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 2 - S T 0 1 . D W G 20 9 PROJECT NUMBER: 0033415.02 ROSEMOUNT, MINNESOTA 02/03/23 CTY JHB CTY © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . TALAMORE 3RD ADDITION STREET AND STORM SEWER CONSTRUCTION PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 3 R D A D D I T I O N 02/03/23 4335802/03/23 JOHN BENDER LENNAR CORPORATION CONSTRUCTION PLANS Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 50' 10' OR 5' 0'50'100'150' . . . . . . . . . . LEGEND 1.RADIUS TO BE B618 CURB & GUTTER WITH 10' TRANSITIONS FROM SURMOUNTABLE CURB & GUTTER. 2.ALL RCP SHALL BE CLASS V, UNLESS OTHERWISE NOTED. 3.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET. MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS SHOWN ON THE PROFILES REFLECT THE SUMPED ELEVATIONS. 4.ALL CB, CBMH, AND STMH WITHIN 10' OF HORIZONTAL DISTANCE TO WATERMAIN SHALL BE CONSTRUCTED WITH POURED INPLACE INVERT AND SHALL UTILIZE WATER STOP GROUTING RINGS. 5.COORDINATE WEAR COURSE PLACEMENT WITH CITY STAFF TO DETERMINE TIMING WITH RELATION TO BASE COURSE PLACEMENT. GENERAL NOTES EXISTING PROPOSED GUTTER ELEVATION900.00 900.00 SAN EXISTING PROPOSED (3A) WAT S DT FUTURE OVERALL UTILITY LEGEND PROPOSED (3B) SANITARY SEWER STORM SEWER DRAINTILE WATERMAIN PHASING LIMITS 7 8 9 10 11 12 10 11 12 13 14 18171615141211 5 819 16 17 18 19 20 21 22 23 24 25 26 27 28 29 0 0 1 CONNEMARA TRAIL AN S T O N A V E CONNEMARA TRAIL ASTER C T NW L NWL NWL NWL NWL NWL NWL NW L ST ST O ST O PO H PO H PO H PO H PO H PO H PO H PO H STMH-5100 STMH-503 CBMH-100A SUMP CBMH-101 CB-102 CBMH-106 STMH-502 STORM STUB 24" IE=923.86 STMH-501 STMH-500 B618 CURB & GUTTER (TYP) END STREET AND SIDEWALK CONSTRUCTION AT STA 21+28 INSTALL (4) TYPE III BARRICADES 5' CONC SIDEWALK 1' INSIDE ROW (TYP) 4" PERF PE DRAINTILE (TYP) MIN 25' EACH DIRECTION AT LP ADJUST MH CASTING (TYP) ADJUST GV (TYP) 10 0 ' RO W 52 ' F- F PED RAMP (TYP) BEGIN STREET AND SIDEWALK CONSTRUCTION. MATCH EX CONNEMARA STREET, SIDEWALK, AND TRAIL. 8' BITUMINOUS TRAIL 1' INSIDE ROW (TYP) 12 ' 14 ' 14 ' 12 ' CONC VALLEY GUTTER 4" SOLID WHITE LATEX LINE CONNEMARA TRAIL 895 900 905 910 915 920 925 930 935 940 945 895 900 905 910 915 920 925 930 935 940 945 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 29+50 1.00% 1.00%1.00% 1.00% -2.00% -1.00% PV I S T A = 2 9 + 1 4 . 2 0 PV I E L E V = 9 3 2 . 4 0 PVI STA = 15+90.93 PVI ELEV = 940.87 PV T = 1 5 + 4 3 . 7 2 EL E V = 9 4 0 . 4 0 L.P ELEV = 936.90 L.P. STA = 19+62.50 PVI STA = 19+00.00 PVI ELEV = 935.96 A.D. = 4.00% K = 62.50 250.00' VC PVC = 17+75.00 ELEV = 939.71 PVT = 20+25.00 ELEV = 937.21 L.P ELEV = 930.64 L.P. STA = 27+00.00 PVI STA = 27+00.00 PVI ELEV = 930.26 A.D. = 2.00% K = 75.00 150.00' VC PVC = 26+25.00 ELEV = 931.01 PVT = 27+75.00 ELEV = 931.01 L.P ELEV = 933.51 L.P. STA = 23+75.00 PVI STA = 23+00.00 PVI ELEV = 934.26 A.D. = 1.00% K = 150.00 150.00' VC PVC = 22+25.00 ELEV = 935.76 PVT = 23+75.00 ELEV = 933.51 H.P ELEV = 941.40 H.P. STA = 16+62.50 PVI STA = 17+00.00 PVI ELEV = 941.96 A.D. = -4.00% K = 37.50 150.00' VC PVC = 16+25.00 ELEV = 941.21 PVT = 17+75.00 ELEV = 939.71 H.P ELEV = 937.56 H.P. STA = 20+85.00 PVI STA = 21+10.00 PVI ELEV = 938.06 A.D. = -3.00% K = 50.00 150.00' VC PVC = 20+35.00 ELEV = 937.31 PVT = 21+85.00 ELEV = 936.56 CBMH-106 STA: 20+70 RE=936.87 IE=925.71 (30" N) IE=923.69 (24" E) IE=922.89 (36" W) D=14.0 CBMH-103 STA: 16+41 RE=940.67 IE=934.43 (15" N) IE=934.43 (15" E) D=6.2 213 LF-15" RCP CL 5 @ 0.50% CBMH-100A SUMP STA: 18+54 RE=937.17 IE=933.37 (15" W) IE=922.38 (36" E) IE=912.22 (42" S) D=27.9 3.0' SUMP=909.22 108 LF-36" RCP CL 3 @ 0.26% CBMH-101 108 LF-36" RCP CL 3 @ 0.22% FUT 102 LF-24" RCP CL 3 @ 0.22% FUT CBMH-106A STA: 22+50 RE=934.61 IE=924.09 (24" E) IE=924.09 (24" W) D=10.5 FUT 150 LF-24" RCP CL 3 @ 0.22%FUT 300 LF-24" RCP CL 3 @ 0.22% PROVIDE KNOCKOUT FOR 54" RCP AND BLUKHEAD (E) 166 LF-54" RCP CL 5 @ 0.15%400 LF-54" RCP CL 5 @ 0.15% 390 LF-54" RCP CL 5 @ 0.15%375 LF-54" RCP CL 5 @ 0.15% STMH-503 STA: 17+10 RE=941.05 IE=910.70 (15" S) IE=897.49 (54" W) IE=897.49 (54" E) D=43.6 STMH-502 STA: 21+10 RE=937.45 IE=896.89 (54" W) IE=896.89 (54" E) D=40.6 STMH-501 STA: 25+00 RE=932.21 IE=896.30 (54" W) IE=896.30 (54" E) D=35.9 STMH-500 STA: 28+75 RE=931.96 IE=895.74 (54" W) IE=895.74 (54" E) D=36.2 EX EX STMH-5100 STA: 15+44 RE=940.37 IE=897.74 (54" W) IE=897.74 (54" E) D=42.6 94 0 . 0 9 94 0 . 4 6 94 0 . 9 6 94 1 . 3 8 94 1 . 2 1 94 0 . 3 8 93 9 . 0 1 93 7 . 9 1 93 7 . 2 1 93 6 . 9 1 93 7 . 0 1 93 7 . 4 4 93 7 . 5 4 93 7 . 1 4 93 6 . 2 6 93 5 . 2 8 93 4 . 4 5 93 3 . 7 8 93 3 . 2 6 93 2 . 7 6 93 2 . 2 6 93 1 . 7 6 93 1 . 2 6 93 0 . 8 0 93 0 . 6 4 93 0 . 8 0 93 1 . 2 6 93 1 . 7 6 93 2 . 2 6 PROPOSED ℄ GRADE (TYP.) PROPOSED ℄ SUBGRADE (TYP.) STREET 01 ℄-℄ CBMH-101 STA: 19+63 RE=936.23 IE=931.71 (15" N) IE=922.66 (36" E) IE=922.66 (36" W) D=13.6 52 LF-15" RCP CL 5 @ 1.00% CB-102 STA: 19+63 RE=936.23 IE=932.23 (15" S) D=4.0 FUT CBMH-107 STA: 24+00 RE=932.59 IE=928.07 (15" N) IE=924.42 (24" E) IE=924.42 (24" W) D=8.2 FUT 52 LF-15" RCP CL 5 @ 1.00% FUT CBMH-108 STA: 24+00 RE=932.59 IE=928.59 (15" S) D=4.0 FUT CBMH-109 STA: 27+00 RE=929.97 IE=925.48 (18" N) IE=925.08 (24" W) D=4.9 FUT 52 LF-18" RCP CL 5 @ 0.40% FUT 98 LF-15" RCP CL 5 @ 3.60% FUT CBMH-110 STA: 27+00 RE=929.97 IE=925.89 (15" W) IE=925.89 (15" NE) IE=925.69 (18" S) D=4.3 FUT CBMH-110A STA: 26+92 RE=929.97 IE=925.97 (15" E) D=4.0 FUT 8 LF-15" RCP CL 5 @ 1.00% 78 LF-24" RCP CL 3 @ 0.22% IE=923.86 (24") BE G I N S T R E E T C O N S T R U C T I O N ST A 1 5 + 9 1 EN D S T R E E T C O N S T R U C T I O N ST A 2 1 + 2 8 SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CP# 202X-XX N: \ 0 0 3 3 4 1 5 . 0 2 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 2 - S T 0 1 . D W G 20 10 PROJECT NUMBER: 0033415.02 ROSEMOUNT, MINNESOTA 02/03/23 CTY JHB CTY © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . TALAMORE 3RD ADDITION STREET AND STORM SEWER CONSTRUCTION PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 3 R D A D D I T I O N 02/03/23 4335802/03/23 JOHN BENDER LENNAR CORPORATION CONSTRUCTION PLANS Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 50' 10' OR 5' 0'50'100'150' . . . . . . . . . . LEGEND 1.RADIUS TO BE B618 CURB & GUTTER WITH 10' TRANSITIONS FROM SURMOUNTABLE CURB & GUTTER. 2.ALL RCP SHALL BE CLASS V, UNLESS OTHERWISE NOTED. 3.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET. MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS SHOWN ON THE PROFILES REFLECT THE SUMPED ELEVATIONS. 4.ALL CB, CBMH, AND STMH WITHIN 10' OF HORIZONTAL DISTANCE TO WATERMAIN SHALL BE CONSTRUCTED WITH POURED INPLACE INVERT AND SHALL UTILIZE WATER STOP GROUTING RINGS. 5.COORDINATE WEAR COURSE PLACEMENT WITH CITY STAFF TO DETERMINE TIMING WITH RELATION TO BASE COURSE PLACEMENT. GENERAL NOTES EXISTING PROPOSED GUTTER ELEVATION900.00 900.00 SAN EXISTING PROPOSED (3A) WAT S DT FUTURE OVERALL UTILITY LEGEND PROPOSED (3B) SANITARY SEWER STORM SEWER DRAINTILE WATERMAIN PHASING LIMITS 4 5 6 7 8 9 10 3 4 5 17 18 19 7 8 9 CO N N E M A R A T R A I L RE G I O N A L B A S I N 3 0 7 3 PR I O R T O F U T U R E C O M M . D E V . NW L 91 2 . 0 EO F 92 2 . 0 10 0 Y R H W L 92 1 . 2 NU R P C E L L BO T 90 2 . 0 NW L 91 2 . 0 WE T V O L 4. 7 1 A F RE G I O N A L B A S I N 3 0 7 3 PO S T F U T U R E C O M M . D E V . 10 0 Y R H W L 92 1 . 9 10 D A Y H W L 92 2 . 3 NWL NWLNWLNWL NW L NW L NW L NW L NW L NW L NWL NWL NWL NWL NWL NWL NWLNWLNWL STO STO STMH-503 STORM STUB 15" IE=911.20 OCS-1 FES-150 42" FES-100 18.7 CU YD CLASS III RIPRAP IE=912.00 CBMH-100A SUMP 503-150 890 895 900 905 910 915 920 925 930 935 940 945 950 890 895 900 905 910 915 920 925 930 935 940 945 950 0+00 1+00 2+00 3+00 100A-100 900 905 910 915 920 925 930 935 940 945 950 900 905 910 915 920 925 930 935 940 945 950 0+00 1+00 2+00 CBMH-100A SUMP STA: 18+54 RE=937.17 IE=933.37 (15" W) IE=922.38 (36" E) IE=912.22 (42" S) D=27.9 3.0' SUMP=909.22 149 LF-42" RCP CL 3 @ 0.15% FES-100 STA: 18+54 IE=912.00 (42") STMH-503 STA: 0+00 RE=941.05 IE=910.70 (15" S) IE=897.49 (54" W) IE=897.49 (54" E) D=43.6 15" RCP CL 5 IE=934.09 EX FES-150 STA: 1+97 IE=909.50 (15") EX 67 LF-15" RCP CL 5 @ 3.75% OCS-1 STA: 1+30 RE=922.00 IE=912.00 (15" S) IE=912.00 (15" N) D=11.0 1.0' SUMP=911.00 EX 80 LF-15" RCP CL 5 @ 1.00% IE=911.20 (15") 50 LF-15" RCP CL 5 @ 1.00% SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CP# 202X-XX N: \ 0 0 3 3 4 1 5 . 0 2 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 2 - S T 0 1 . D W G 20 11 PROJECT NUMBER: 0033415.02 ROSEMOUNT, MINNESOTA 02/03/23 CTY JHB CTY © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . TALAMORE 3RD ADDITION STORM SEWER CONSTRUCTION PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 3 R D A D D I T I O N 02/03/23 4335802/03/23 JOHN BENDER LENNAR CORPORATION CONSTRUCTION PLANS Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 50' 10' OR 5' 0'50'100'150' . . . . . . . . . . LEGEND 1.RADIUS TO BE B618 CURB & GUTTER WITH 10' TRANSITIONS FROM SURMOUNTABLE CURB & GUTTER. 2.ALL RCP SHALL BE CLASS V, UNLESS OTHERWISE NOTED. 3.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET. MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS SHOWN ON THE PROFILES REFLECT THE SUMPED ELEVATIONS. 4.ALL CB, CBMH, AND STMH WITHIN 10' OF HORIZONTAL DISTANCE TO WATERMAIN SHALL BE CONSTRUCTED WITH POURED INPLACE INVERT AND SHALL UTILIZE WATER STOP GROUTING RINGS. 5.COORDINATE WEAR COURSE PLACEMENT WITH CITY STAFF TO DETERMINE TIMING WITH RELATION TO BASE COURSE PLACEMENT. GENERAL NOTES EXISTING PROPOSED GUTTER ELEVATION900.00 900.00 SAN EXISTING PROPOSED (3A) WAT S DT FUTURE OVERALL UTILITY LEGEND PROPOSED (3B) SANITARY SEWER STORM SEWER DRAINTILE WATERMAIN PHASING LIMITS 2 3 4 5 6 89101112 7 3 3 ANSTON AVE ST O ST O ST O ST O ST O ST O S SA N SA N SA N SA N SA N SA N S SA N SA N SA N SA N SA N SA N SA N 24 " R C P S A N CB-205A CBMH-205 STORM STUB 15" IE=915.34 CBMH-203 105-103 930 935 940 945 950 930 935 940 945 950 0+00 1+00 2+00 3+00 4+00 4+50 CBMH-103 STA: 3+77 RE=940.67 IE=934.43 (15" N) IE=934.43 (15" E) D=6.2 CB-105 STA: 0+00 RE=943.60 IE=939.60 (15" S) D=4.0 140 LF-15" RCP CL 5 @ 1 . 0 0 % CBMH-104A STA: 1+40 RE=942.10 IE=938.20 (15" N) IE=938.20 (15" S) D=3.9 123 LF- 1 5 " R C P C L 5 @ 2 . 6 0 % CBMH-104 STA: 2+63 RE=938.90 IE=935.00 (15" N) IE=935.00 (15" S) D=3.9 28 LF-15" RCP CL 5 @ 0.50% 86 LF-15" RCP CL 5 @ 0.50% PHASE 3A STUB IE=934.86 (15") 205A-203 910 915 920 925 930 910 915 920 925 930 0+00 1+00 2+00 3+00 3+50 EX CBMH-203 STA: 3+00 RE=918.20 IE=914.89 (15" N) IE=912.05 (30" W) IE=912.05 (30" E) D=6.2 CB-205A STA: 0+00 RE=923.20 IE=919.20 (15" S) D=4.0 131 LF-15 " R C P C L 5 @ 2 . 0 0 % CBMH-205 STA: 1+31 RE=920.10 IE=916.57 (15" N) IE=916.57 (15" S) D=3.5 124 LF-15" RCP CL 5 @ 1 . 0 0 % IE=915.34 (15") EX 45 LF-15" RCP CL 5 @ 1.00% 6 1 1 2 3 6A 6 4 NWL N W L NW L BOT NWL WET VOL STO STO SSANSANSANSANSANSAN SAN SANSSANSANSANSANSANSANSANSAN FES-200 STMH-201 STORM STUB 36" IE=910.76 STMH-202 STORM STUB 30" IE=911.63 3 4 5 6 7 8 5 5 16 17 18 7 8 CO N N E M A R A T R A I L ST STO XXXXXXX POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH CB-105 CBMH-104A CBMH-104 STORM STUB 15" IE=934.86 CBMH-103 203-200 900 905 910 915 920 925 900 905 910 915 920 925 0+00 1+00 2+00 3+00 4+00 5+00 6+00 STMH-202 STA: 2+03 RE=920.00 IE=913.42 (15" N) IE=911.46 (30" W) IE=911.06 (36" E) D=8.9 EX CBMH-203 STA: 0+00 RE=918.20 IE=914.89 (15" N) IE=912.05 (30" W) IE=912.05 (30" E) D=6.2 EX 143 LF-30" RCP CL 3 @ 0.29% IE=911.63 (30") 59 LF-30" RCP CL 3 @ 0.29% 150 LF-36" RCP CL 3 @ 0.20% FUT STMH-201 STA: 4+14 RE=920.00 IE=915.14 (24" S) IE=910.64 (36" W) IE=910.24 (42" N) D=9.8 FUT 88 LF-42" RCP CL 3 @ 0.19% FES-200 STA: 5+02 IE=910.08 (42") IE=910.76 (36") FUT 61 LF-36" RCP CL 3 @ 0.20% SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CP# 202X-XX N: \ 0 0 3 3 4 1 5 . 0 2 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 2 - S T 0 1 . D W G 20 12 PROJECT NUMBER: 0033415.02 ROSEMOUNT, MINNESOTA 02/03/23 CTY JHB CTY © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . TALAMORE 3RD ADDITION STORM SEWER CONSTRUCTION PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 3 R D A D D I T I O N 02/03/23 4335802/03/23 JOHN BENDER LENNAR CORPORATION CONSTRUCTION PLANS Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 50' 10' OR 5' 0'50'100'150' . . . . . . . . . . LEGEND 1.RADIUS TO BE B618 CURB & GUTTER WITH 10' TRANSITIONS FROM SURMOUNTABLE CURB & GUTTER. 2.ALL RCP SHALL BE CLASS V, UNLESS OTHERWISE NOTED. 3.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET. MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS SHOWN ON THE PROFILES REFLECT THE SUMPED ELEVATIONS. 4.ALL CB, CBMH, AND STMH WITHIN 10' OF HORIZONTAL DISTANCE TO WATERMAIN SHALL BE CONSTRUCTED WITH POURED INPLACE INVERT AND SHALL UTILIZE WATER STOP GROUTING RINGS. 5.COORDINATE WEAR COURSE PLACEMENT WITH CITY STAFF TO DETERMINE TIMING WITH RELATION TO BASE COURSE PLACEMENT. GENERAL NOTES EXISTING PROPOSED GUTTER ELEVATION900.00 900.00 SAN EXISTING PROPOSED (3A) WAT S DT FUTURE OVERALL UTILITY LEGEND PROPOSED (3B) SANITARY SEWER STORM SEWER DRAINTILE WATERMAIN PHASING LIMITS 21 0 2. 0 0 % 93 7 . 5 6 2.9% 2.9% 1. 5 % 2.0%2.0% 2. 0 % 0.5% 1. 5 % 0.0% 8. 1 % 7. 0 % 2.0% 2.0% 0. 0 % 0. 0 % 7.6% 7.6%0.0% 1. 5 % 0.0% 1. 5 % 1.4% 1.4 % 1.5 % 1 . 5 % 937.46 937.46 936.87 936.86 937.12 937.42 937.34 937.42 937.59 937.07 1. 9 % CB-114 RE=937.22 CBMH-113 RE=937.22 937.38937.39 2. 0 % 2. 0 % 9. 0 ' 4. 0 ' 9.0'4.0' 937.45937.45 937.38 938.08 938.08938.18 938.18 938.07 938.14 938.14 938.07 938.05 938.12 1.00% HP 20+85.00 ELEV 937.56 937.54 936.99 936.96 938.06 938.18938.15 938.03 7. 2 % 7. 2 % 0.5% 1. 5 % 1. 5 % 0.5% 0.5% CBMH-106 RE=936.87 STMH-502 RE=937.45 0.6% 0.5% CONNEMARA TRAIL AN S T O N A V E 1 1 2 3 11 S 1. 2 6 % 94 0 . 0 8 94 1 . 3 4 939.57 15.0' AN S T O N A V E 939.62939.62 940.63 940.63 940.68 940.68 940.35940.35 939.98 939.98 939.93 939.88 939.57 940.99 940.94 940.46 2.0%2.0% 2. 0 % 2. 0 % 2. 0 % 2. 0 % 2.0%2.0% 0.7% 939.74 939.70939.99 940.25 940.78 940.85 0.6% 1. 8 % 1.1% 1.1% 2. 7 % 0.6 % 0.8 % 2. 8 % 2.8% 7.5% 8.2% 1. 0 % 1. 0 % 2.0%2.0% 1. 1 % 2. 0 % 2. 0 % 0.0% 0.0% 2.0% 2.0% 0. 7 % 2.4% 2.7% 2. 0 % 1. 3 % 1. 3 % 2.8% 1.4% 2.4% 1.1% 1. 3 % 1. 3 % 1. 3 % 1. 3 % 939.78 939.81 940.29 940.19 940.10 940.20 940.20 940.23 940.33 941.42 941.32 941.32 941.42 2.0% 1. 3 % CB-117 RE=940.59 CBMH-116 RE=940.59 STMH-115 RE=939.94CBMH-115A RE=940.54 CB-115B RE=940.54 0.1% 2. 0 % 2. 0 % 2. 3 % 2. 9 % 2.0% 940.89 940.90 941.29941.39 4.0' ALLERTON WAY SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CP# 202X-XX N: \ 0 0 3 3 4 1 5 . 0 2 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 2 - I N 0 1 . D W G 20 13 ROSEMOUNT, MINNESOTA 02/03/23 CTY JHB CTY TALAMORE 3RD ADDITION INTERSECTION DETAILS 16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 3 R D A D D I T I O N 02/03/23 4335802/03/23 JOHN BENDER LENNAR CORPORATION CONSTRUCTION PLANS © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'10'20'30' 1" = 10' 10' 2' or 1' . . . . . . . . . .PROJECT NUMBER: 0033415.02 LEGEND 1.RADIUS TO BE B618 CURB & GUTTER WITH 10' TRANSITIONS FROM SURMOUNTABLE CURB & GUTTER. 2.ALL RCP SHALL BE CLASS V, UNLESS OTHERWISE NOTED. 3.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET. MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS SHOWN ON THE PROFILES REFLECT THE SUMPED ELEVATIONS. GENERAL NOTES EXISTING PROPOSED GUTTER ELEVATION900.00 900.00 17 5 936.16 1.00 % 936.23 935.11 936.31 936.62 935.53 935.11935.73 935.83 935.34 935.44 935.62 935.67 936.28936.23 936.38 936.33 3.0% 1 . 1 % 1. 1 % 1.1% 935.84 935.53 936.31 7. 2 % 7. 2 % 2.0 % 2. 0 % 1.0% 1.1% 1.1% 935.41 2. 0 % 2. 0 % 2.0% 0. 9 % 2.0% 2.0%2.0% 2. 0 % 2. 0 % 2.8% 2. 0 % 2.0 % CB-255 RE=935.64 AN S T O N A V E UPPER 141ST ST E 8 0 1.00% LP 8+15.00 ELEV 935.23 935.26 2. 0 0 % 93 5 . 2 7 2. 0 % 2. 0 % 2.0% 2.0% 2. 3 % 3.0% 934.16 934.99 935.30 935.55 935.24 934.27934.58 934.47 935.24934.99 2. 0 % 2. 0 % 2.6 %2 . 7 % CB-210 RE=934.77 CBMH-211 RE=935.14 CBMH-209 RE=933.91 935.37 935.38 935.69 UPPER 141ST ST E AL L I U M C T SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CP# 202X-XX N: \ 0 0 3 3 4 1 5 . 0 2 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 2 - I N 0 1 . D W G 20 14 ROSEMOUNT, MINNESOTA 02/03/23 CTY JHB CTY TALAMORE 3RD ADDITION INTERSECTION DETAILS 16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 3 R D A D D I T I O N 02/03/23 4335802/03/23 JOHN BENDER LENNAR CORPORATION CONSTRUCTION PLANS © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'10'20'30' 1" = 10' 10' 2' or 1' . . . . . . . . . .PROJECT NUMBER: 0033415.02 LEGEND 1.RADIUS TO BE B618 CURB & GUTTER WITH 10' TRANSITIONS FROM SURMOUNTABLE CURB & GUTTER. 2.ALL RCP SHALL BE CLASS V, UNLESS OTHERWISE NOTED. 3.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET. MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS SHOWN ON THE PROFILES REFLECT THE SUMPED ELEVATIONS. GENERAL NOTES EXISTING PROPOSED GUTTER ELEVATION900.00 900.00 17 0 17 18 9 3 7.41 93 8 . 5 9 2.00% 937.8 8 CBMH-127 RE=937.10 CBMH-128 RE=937.79 CB-129 RE=937.79 0.1 % 0.1 % 2.0% 2.0% 3 . 4 % 3.4% 1. 8 % 2.0 % 2.0 % 1.8% 4.5% 1.3 % 1.4 % 2.0 % 2.0 % 937.30 937.86 938.84 938.29 938.63 938.50 938.42 938.23 938.13 938.23 938.01 937.91 938.58 938.58938.48 1.4 % 2.0 % 2.0% 937.61 938.17 2.3% 938.57 938.47 2.0 % AL L E R T O N W A Y UPPER 144TH CT E938.16 3.2 % SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CP# 202X-XX N: \ 0 0 3 3 4 1 5 . 0 2 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 2 - I N 0 1 . D W G 20 15 ROSEMOUNT, MINNESOTA 02/03/23 CTY JHB CTY TALAMORE 3RD ADDITION INTERSECTION DETAILS 16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 3 R D A D D I T I O N 02/03/23 4335802/03/23 JOHN BENDER LENNAR CORPORATION CONSTRUCTION PLANS © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'10'20'30' 1" = 10' 10' 2' or 1' . . . . . . . . . .PROJECT NUMBER: 0033415.02 LEGEND 1.RADIUS TO BE B618 CURB & GUTTER WITH 10' TRANSITIONS FROM SURMOUNTABLE CURB & GUTTER. 2.ALL RCP SHALL BE CLASS V, UNLESS OTHERWISE NOTED. 3.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET. MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS SHOWN ON THE PROFILES REFLECT THE SUMPED ELEVATIONS. GENERAL NOTES EXISTING PROPOSED GUTTER ELEVATION900.00 900.00 SAN SAN SAN SAN 36" RCP S A N 27" RCP SAN 24" RCP SAN 24" RCP SAN WAT SAN143RD ST EAST MH ST S CS S ST S S S S S X X X X X X X X X X PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H ST O ST O ST O ST O ST O ST O ST O SA N SA N SANSTO STO STO SA N SA N SAN SAN S S SSANSANSANSANSANSANSANSANSANSAN 4 2 3 4 5 6 7 1 2 3 4 5 6 1 2 3 4 5 6 8 9 10 11 12 13 123451 2 3 4 5 6 1 2 3 4 8 7 6 54 3 1 2 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 181716151413121110987654321 16151413121110987 654321 OUTLOT C 1A 2 3 4 4A 5A 5 FUTURE CITY PARK 5 6 7A7A 8A 819 17 7 17 1 2 3 6A 3 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 0 1 2 0 1 2 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 0 1 2 3 4 5 0 1 2 3 4 5 6 7 8 9 8 9 10 11 12 13 14 15 16 2 3 4 5 6 7 8 9 10 11 12 130 1 2 0 1 2 3 4 5 0 1 2 3 0 1 2 CONNEMARA TRAIL AN S T O N A V E CONNEMARA TRAIL AN S T O N A V E ALLERTON WAY ALLERTON WAY UPPER 144TH CT E UPPER 143RD ST E UPPER 141ST S T E UPPER 141ST ST E AC O R N A V E AL L I U M C T AR B O R V I T A E C I R AS T E R C T NWL NW L NW L NWL NW L N W L NW L NW L NWL NWL NWL NWL NWL NW L NW L NWLNWLNWL NW L NW L NW L POND 2.1P NWL 914.5 EOF PIPE 920.5 EOF 921.6 100YR HWL 920.5 10DAY HWL920.7 POND 2P NWL 910.5 EOF PIPE 916.0 EOF RIPRAP 917.0 100YR HWL 916.0 10DAY HWL916.3 INFILT. BASIN BOT 910.5 AREA 0.62 AC NURP CELL BOT 902.0 NWL 910.5 WET VOL 2.26 AFINFILT. BASIN BOT 914.5 AREA 0.55 AC NURP CELL BOT 906.0 NWL 914.5 WET VOL 1.80 AF ST ST ST ST ST ST O ST O ST O ST O ST O ST O ST O STO ST O ST O STO ST O ST O ST O ST O ST O ST O STOSTO STOSTO S T O STO STO STO STOSTOSTOSTOSTO S T O STO STO STO STO ST O ST O ST O ST O STO STO STO STO STO S S SS S S S S S S S S SS S S S S S S S Allium Ct Upper 141st St E 30"x30" R1-1 EXISTING STREET LIGHT (TYP.) PROPOSED STREET LIGHT (TYP.) Anston Ave Upper 141st St E 30"x30" R1-1 Anston Ave Connemara Trail 30"x30" R1-1 Anston Ave Allerton Way 30"x30" R1-1 30"x30" R1-1 SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CP# 202X-XX N: \ 0 0 3 3 4 1 5 . 0 2 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 2 - S S 0 1 . D W G 20 16 PROJECT NUMBER: 0033415.02 ROSEMOUNT, MINNESOTA 02/03/23 CTY JHB CTY © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . TALAMORE 3RD ADDITION SIGNAGE AND LIGHTING PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 3 R D A D D I T I O N 02/03/23 4335802/03/23 JOHN BENDER LENNAR CORPORATION CONSTRUCTION PLANS Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 100' 20' OR 10' 0'100'200'300' 1" = 100' . . . . . . . . . . STRIPING & SIGNAGE LEGEND SIGN (SINGLE POST) EXISTING PROPOSED CROSSWALK STRIPING LIGHT POLE SIGN (DOUBLE POST) SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CP# 202X-XX N: \ 0 0 3 3 4 1 5 . 0 2 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 2 - D T 0 1 . D W G 20 17 PROJECT NUMBER: 0033415.02 ROSEMOUNT, MINNESOTA 02/03/23 CTY JHB CTY © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . TALAMORE 3RD ADDITION DETAILS 16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 3 R D A D D I T I O N 02/03/23 4335802/03/23 JOHN BENDER LENNAR CORPORATION Common Ground Alliance Call 48 Hours before digging: 811 or call811.com ### ### OR ## . . . . . . . . . . *MODIFIED FOR MULTIFAMILY UNITS ' VARIES SEE PLAN ' PR O P E R T Y L I N E SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CP# 202X-XX N: \ 0 0 3 3 4 1 5 . 0 2 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 2 - D T 0 1 . D W G 20 18 PROJECT NUMBER: 0033415.02 ROSEMOUNT, MINNESOTA 02/03/23 CTY JHB CTY © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . TALAMORE 3RD ADDITION DETAILS 16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 3 R D A D D I T I O N 02/03/23 4335802/03/23 JOHN BENDER LENNAR CORPORATION Common Ground Alliance Call 48 Hours before digging: 811 or call811.com ### ### OR ## . . . . . . . . . . SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CP# 202X-XX N: \ 0 0 3 3 4 1 5 . 0 2 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 2 - D T 0 1 . D W G 20 19 PROJECT NUMBER: 0033415.02 ROSEMOUNT, MINNESOTA 02/03/23 CTY JHB CTY © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . TALAMORE 3RD ADDITION DETAILS 16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 3 R D A D D I T I O N 02/03/23 4335802/03/23 JOHN BENDER LENNAR CORPORATION Common Ground Alliance Call 48 Hours before digging: 811 or call811.com ### ### OR ## . . . . . . . . . . SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CP# 202X-XX N: \ 0 0 3 3 4 1 5 . 0 2 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 2 - D T 0 1 . D W G 20 20 PROJECT NUMBER: 0033415.02 ROSEMOUNT, MINNESOTA 02/03/23 CTY JHB CTY © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . TALAMORE 3RD ADDITION DETAILS 16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 3 R D A D D I T I O N 02/03/23 4335802/03/23 JOHN BENDER LENNAR CORPORATION Common Ground Alliance Call 48 Hours before digging: 811 or call811.com ### ### OR ## . . . . . . . . . . 2% 50' R/W 12' SHOULDER 1' 1:1 1/2 : 1 2% 50' R/W 12' SHOULDER 1' 1: 1 1 / 2 : 1 100' R/W B618 CURB & GUTTER (TYP.) REFER TO PLAN SHEET FOR DIMENSIONS CL CONNEMARA TRAIL (BY OTHERS) 8' BOULEVARD 5' CONC WALK 1' 1.5% SLOPE 14' DRIVE LANE 14' DRIVE LANE 8' BOULEVARD 8' BIT PATH 1' 1.5% SLOPE4% SLOPE 4% SLOPE 1:4 MAX1:4 MAX 2% 30' R/W 16'10' DRAINAGE & UTILITY EASEMENT 1' 1:1 1/2 : 1 2% 30' R/W 16'10' DRAINAGE & UTILITY EASEMENT 1' 1: 1 1 / 2 : 1 60' R/W 8' WIDE EROSION CONTROL BLANKET & SEED (TYP.) SURMOUNTABLE CURB & GUTTER (TYP.) REFER TO PLAN SHEET FOR DIMENSIONS AND SIDEWALK LOCATION 2% SLOPE2% SLOPE CL 32' F-F TYPICAL STREET SECTION 14' BOULEVARD 8' BOULEVARD 5' SIDEWALK 1' 2% SLOPE CONNEMARA TRAIL (BY OTHERS) 2" MnDOT TYPE SP 12.5 WEARING COURSE MIXTURE (2,C)(SPWEB240C)(2360) 2" MnDOT TYPE SP 12.5 NON-WEARING COURSE MIXTURE (2,C)(SPNWB230C)(2360) 6" MnDOT SPEC. 3138 CLASS 5 AGGREGATE BASE 24" SELECT GRANULAR BORROW - AS DIRECTED BY GEOTECHNICAL ENGINEER; GEOTEXTILE FABRIC TYPE 5 MnDOT SPEC. 2357 BITUMINOUS TACK COAT 2" MnDOT TYPE SP 12.5 WEARING COURSE MIXTURE (2,C)(SPWEB240C)(2360) MnDOT SPEC. 2357 BITUMINOUS TACK COAT PRIVATE STREET - PAVEMENT DESIGN 2" MnDOT TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA240C)(2360) 2" MnDOT TYPE SP 12.5 NON-WEARING COURSE MIXTURE (SPNWB230C)(2360) 6" MnDOT SPEC. 3138 CLASS 5 AGGREGATE BASE, 100% CRUSHED 12" SELECT GRANULAR BORROW - AS DIRECTED BY GEOTECHNICAL ENGINEER; GEOTEXTILE FABRIC TYPE 5 MnDOT SPEC. 2357 BITUMINOUS TACK COAT COMPACTED SUBGRADE (100% STANDARD PROCTOR) PUBLIC STREET - PAVEMENT DESIGN 2" MnDOT TYPE SP 12.5 WEARING COURSE MIXTURE (2,C)(SPWEB240C)(2360) 2" MnDOT TYPE SP 12.5 NON-WEARING COURSE MIXTURE (2,C)(SPNWB230C)(2360) 8" MnDOT SPEC. 3138 CLASS 5 AGGREGATE BASE 24" SELECT GRANULAR BORROW - AS DIRECTED BY GEOTECHNICAL ENGINEER; GEOTEXTILE FABRIC TYPE 5 MnDOT SPEC. 2357 BITUMINOUS TACK COAT 1:1 1 / 2 : 1 2% 1:1 1/2 : 1 8' WIDE EROSION CONTROL BLANKET & SEED (TYP.) SURMOUNTABLE CURB & GUTTER (TYP.) REFER TO PLAN SHEET FOR DIMENSIONS 2% SLOPE 2% SLOPE TYPICAL PRIVATE STREET 2% SLOPE TIPOUT CURB 2% CL 12' 1' 12' 1' GGGGG G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G GG GG GG G G GG GG G G G G G G G G G G G G G G G G G G G G G G G G G G G G GG G G GG G G GG G G G G G G G G G G G G G G G G G G G G G G G G GGGGG S S S S ST GGGGG G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G GG GG GG G G GG GG G G G G G G G G G G G G G G G G G G G G G G G G G G G G GG G G GG G G GG G G G G G G G G G G G G G G G G G G G G G G G G GGGGG X X X X X X X SAN SAN SAN S WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1 2 3 4 5 6 7 8 9 10 11 12 13 87654321 1 2 3 4 5 6 10 11 12 13 14 15 123456 7 8 9 10 11 1 2 3 4 8 7 6 54 3 1 2 3 4 5 6 1 2 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 11 12 13 14 15 16 17 18 19 20 21 22 CONNEMARA TRAIL ST R E E T 0 1 CONNEMARA TRAIL ST R E E T 0 1 ST R E E T 0 1 ST R E E T 0 1 STREET 02 STREET 02 ST R E E T 0 2 STREET 03 STREET 03 PRVT 01 STREET 04 STREET 04 STREET 05143RD ST E STREET 06 STREET 06 STREET 06A ST R E E T 0 7 ST R E E T 0 8 1 1 2 3 4 5 6 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 151617181920 1 2 3 4 5 6 7 8 9 10 11 1213 14 15 16 171819202122232425262728293031323334 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1514131211109876654321 17 OUTLOT A OUTLOT B OUTLOT C OUTLOT D 1A 1A 2A 2A 3A 1 4 4A 4A 5A 5 3 3 2 10A 6 7 12 1 PR V T 0 2 PRVT 03 FUTURE CITY PARK 2 21 10A 9A 6A6A 7A 7A 35 35 8A 16 7 8 9 3A 4 115,654 sf SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA N: \ 0 0 3 3 4 1 5 . 0 0 \ D W G \ C I V I L \ F I N A L \ L A N D S C A P E \ 0 0 3 3 4 1 5 S - F L P 0 1 . D W G 8 2 PROJECT NUMBER: 0033415.00 ROSEMOUNT, MINNESOTA 05/13/2022 . . . © 2 0 1 9 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . TALAMORE OVERALL LANDSCAPE PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA TA L A M O R E 05/13/2022 5377405/13/2022 NICHOLAS T. MEYER LENNAR CORPORATION Common Ground Alliance Call 48 Hours before digging: 811 or call811.com #### ### OR ### . . . . . . . . . . 0'150'300'450' 1" = 150' 2.5" BB AS SHOWNFrontyard Linden / Tilia americana 'Frontyard' COMMON/BOTANICAL NAME SIZE SPACING O.C. 2.5" BB AS SHOWN MATURE SIZE H 60'-80 W 40'-60' QTY.CODE VFE AS SHOWN H 50'-60' W 40'-50'WHO 2.5" BB AS SHOWN H 40'-50' W 35'-40'33SGM 2.5" BB AS SHOWN H 50'-70' W 40'-50'REO White Oak / Quercus alba Red Oak / Quercus rubra Redmond Linden / Tilia americana 'Redmond' Valley Forge Elm / Ulmus americana 'Valley Forge' North Woods Maple / Acer rubrum 'Northwoods' Sienna Glen Maple / Acer x freemanii 'Sienna' NWM REL H 40'-60' W 30' H 50' W 35'2.5" BB 2.5" BB 2.5" BB AS SHOWN AS SHOWN OVERSTORY TREES 2.5" BB AS SHOWN H 50' W 30'-35'SKH Skyline Honeylocust / Gleditsia triacanthos var. inermis 'Skycole' 2.5" BB AS SHOWN H 50' W 40'KEC Kentucky Decaf Coffeetree / Gymnocladus dioica 'McKBranched' 2.5" BB AS SHOWN H 50' W 30'AGG Autumn Gold Ginkgo / Ginkgo biloba 'Autumn Gold' 2.5" BB AS SHOWN H 50'-75' W 50'HAK Hackberry / Celtis occidentalis H 60'-70' W 30'-40'FYL 2.5" BB AS SHOWN H 45' W 35'RSM Red Sunset Maple / Acer rubrum 'Franksred' 300 NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. 2.5" BB AS SHOWN H 50'-60' W 60'-80'SWO Swamp White Oak / Quercus bicolor 2.5" BB AS SHOWN H 40'-70' W 20'-50'CAT 6' HT., BB AS SHOWN AS SHOWN6' HT., BB H 35'-45' W 20'-25' H 50'-70' W 25'-30' BHS NOS AS SHOWN6' HT., BB H 50'-80' W 25'-40'WHP Black Hills Spruce / Picea glauca densata Norway Spruce / Picea abies White Pine / Pinus strobus SDC Snow Drift Crab / Malus 'Snowdrift'2" BB AS SHOWN H 15-'20' W 15'-20' ORNAMENTAL TREES EVERGREEN TREES 6' HT., BB AS SHOWN H 40'-60' W 15'-30'COS Colorado Spruce / Picea pungens 13 10 21 23 6 AS SHOWN6' HT., BB H 60'-80' W 25'-30'POP Ponderosa Pine / Pinus ponderosa10 6 102 6' HT., BB AS SHOWN H 40'-50' W 15'-30'CCF Concolor Fir / Abies concolor25 Northern Catalpa / Catalpa speciosa 2.5" BB AS SHOWN H 50'-75' W 50'RVB River Birch / Betula nigra 14 5 19 20 17 27 34 8 26 23 15 17 5 7 OVERSTORY PLANT SCHEDULE SINGLE FAMILY RESIDENTIAL REQUIREMENTS: 139 TREES * 1 DECIDUOUS OVERSTORY TREES PER UNIT/FRONTAGE (139 PROPOSED SINGLE FAMILY LOTS) MULTI-FAMILY RESIDENTIAL REQUIREMENTS: 90 TREES *1 DECIDUOUS OVERSTORY TREES PER UNIT/FRONTAGE (90 PROPOSED MULTI-FAMILY LOTS) CONNEMARA TRAIL SCREENING REQUIREMENTS: D. WHEN DOUBLE FRONTAGE OR REVERSE FRONTAGE LOTS ARE INCORPORATED IN A PLAT, A PLANTING SCREEN EASEMENT OF AT LEAST TEN FEET (10') IN WIDTH MAY BE REQUIRED ALONG THE LINE OF LOTS ABUTTING A COLLECTOR STREET, MINOR OR PRINCIPAL ARTERIAL HIGHWAYS. 1.STREET TREE LOCATIONS AND SPACING TO CHANGE BASED ON CONSTRUCTED DRIVEWAY AND UTILITY LOCATIONS 2.TREES INSTALLED AT FRONT OF INDIVIDUAL LOTS SHALL BE PLANTED 4' FROM BOC IN A LOCATION THAT DOES NOT INTERFERE WITH CURBSTOPS OR INDIVIDUAL SEWER& WATER CONNECTIONS 3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA TOTAL LANDSCAPING PROVIDED: 408 TREES * STREET TREES: 261 TREES * BUFFER DECIDUOUS TREES: 39 TREES * BUFFER EVERGREEN TREES: 102 TREES * BUFFER ORNAMENTAL TREES: 6 TREES OVERALL LANDSCAPE REQUIREMENTS OVERALL LANDSCAPE PROVISIONS NATIVE SEEDING LEGEND DENOTES STORMWATER NATIVE SEED MIX (33-261) TOTAL AREA (2.5 AC) MESIC PRAIRIE GENERAL SEED MIX (35-241) TOTAL AREA (2.7 AC) DENOTES WET MEADOW S & W SEED MIX (34-271) TOTAL AREA (2.7 AC) * ALL DISTURBED AREAS TO BE SODDED UNLESS NOTED OTHERWISE NOTES SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA CONSTRUCTION PLANS * ALL DISTURBED AREAS OFF SITE TO BE SEEDED WITH MnDot GENERAL ROADSIDE SEEDING MIX (25-141) 2.5" BB AS SHOWN H 70' W 40'-50'ACE Accolade Elm / Ulmus japonica x wilsoniana 'Morton'16 2.5" BB AS SHOWN H 30'-50' W 40'-50'YEW American Yellowood / Cladrastis kentukea6 Fall Fiesta Maple / Acer saccharum 'Bailsta'FFM H 40'-80' W 30'-60'2.5" BB AS SHOWN8 OVERSTORY DECIDUOUS STREET TREES SMALL OVERSTORY TREES BUFFER EVERGREEN TREES DECIDUOUS BUFFER TREES PLANT SYMBOL LEGEND FUTURE DECIDUOUS TREES (BY BUILDER) GGGGG G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G ST GGGGG G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G X X X X X X X X X X X X X X X X X X 54 1 2 3 4 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 10 11 12 5 6 7 8 9 10 1 2 3 4 5 6 11 12 13 14 15 16 17 18 CONNEMARA TRAIL ST R E E T 0 1 CONNEMARA TRAIL ST R E E T 0 1 STREET 02 STREET 02 STREET 03 STREET 03 PRVT 01 1 2 3 4 5 6 7 8 9 10 11 12 13 14 151617181920 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 171819202122232425262728293031323334 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1514131211109876654321 17 OUTLOT C 5 3 10A 6 7 PR V T 0 2 PRVT 03 FUTURE CITY PARK 2 21 10A 9A 7A 7A 35 35 8A 16 5 VFE 6 REO 5 SKH 6 VFE 6 FYL 6 ACE 5 RSM 6 SWO 6 ACE 6 RSM 1 NWM 1 HAK 2 NWM 3 NWM 2 NWM 4 REO 4 REL 4 REL 3 REL 1 NWM 1 HAK 2 NWM 3 COS 5 CCF 5 WHP 5 BHS 3 COS 3 CCF 3 CCF 3 COS 5 COS 5 CCF 5 WHP 5 BHS 5 COS 2 CCF 5 WHP 1 KEC 2 RVB 2 AGG 2 FFM 1 RVB 1 ACE 2 KEC 1 RVB 2 AGG 1 FFM 1 RVB 1 ACE 1 RVB 4 COS 3 CCF 3 WHP 3 NOS 3 POP 3 POP 4 NOS 4 POP 3 BHS 2 CCF 2 ACE 1 RVB 2 CAT 1 KEC 1 AGG2 FFM 1 CAT 1 FFM 1 ACE 3 NOS 2 AGG 2 CAT 1 AGG 2 FFM 3 SDC 3 SDC 1 KEC2 CCF 1 ACE 3 WHP 2 HAK 2 REL 2 NWM 2 REL 2 REL 1 REL 3 NWM 4 REL 9 HAK 4 NWM 1 NWM 2 NWM 2 HAK 1 NWM 1 NWM 2 REL 2 REL 2 NWM SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA N: \ 0 0 3 3 4 1 5 . 0 0 \ D W G \ C I V I L \ F I N A L \ L A N D S C A P E \ 0 0 3 3 4 1 5 S - F L P 0 1 . D W G 8 4 PROJECT NUMBER: 0033415.00 ROSEMOUNT, MINNESOTA 05/13/2022 . . . © 2 0 1 9 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . TALAMORE LANDSCAPE PLAN 16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA TA L A M O R E 05/13/2022 5377405/13/2022 NICHOLAS T. MEYER LENNAR CORPORATION CONSTRUCTION PLANS Common Ground Alliance Call 48 Hours before digging: 811 or call811.com ### ### OR ## . . . . . . . . . . 0'50'100'150' 1" = 50' G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G GG GG GG G G G G G G G G G G G G G G G G G G G G G G G G G G G G GG G G S S S S G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G GG GG GG G G G G G G G G G G G G G G G G G G G G G G G G G G G G GG G G X X X X X X X X X X SAN SAN SAN SAN SAN SAN SAN WAT 11 12 13 87654 3 2 1 4 5 6 10 11 12 9 10 11 1 2 3 4 8 7 6 54 3 1 2 3 4 5 6 1 2 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 9 14 15 16 17 18 19 20 21 22 ST R E E T 0 1 ST R E E T 0 1 S T R E E T 0 2 STREET 04 STREET 04 STREET 05 ST R E E T 0 8 1 1 2 3 4 5 6 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 OUTLOT A OUTLOT B OUTLOT C 1 4 4A 5A 5 3 2 6 FUTURE CITY PARK 2 21 6A6A 7 8 9 3A 4 115,654 sf 6 SGM 6 VFE 5 REO 5 SKH 5 VFE 6 REO 6 RSM 5 SWO 4 ACE 4 WHO 6 FYL 5 SGM 5 WHO 6 FYL 7 SGM 6 RSM 6 SWO 6 ACE 5 RSM 1 HAK 2 NWM 4 COS 3 CCF 3 WHP 2 CAT 1 AGG 2 FFM 1 ACE 2 HAK 2 REL 1 REL 3 NWM SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA N: \ 0 0 3 3 4 1 5 . 0 0 \ D W G \ C I V I L \ F I N A L \ L A N D S C A P E \ 0 0 3 3 4 1 5 S - F L P 0 1 . D W G 8 5 PROJECT NUMBER: 0033415.00 ROSEMOUNT, MINNESOTA 05/13/2022 . . . © 2 0 1 9 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . TALAMORE LANDSCAPE PLAN 16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA TA L A M O R E 05/13/2022 5377405/13/2022 NICHOLAS T. MEYER LENNAR CORPORATION CONSTRUCTION PLANS Common Ground Alliance Call 48 Hours before digging: 811 or call811.com ### ### OR ## . . . . . . . . . . 0'50'100'150' 1" = 50' K:\019324-000\Admin\Docs\2023.03.14 Final Plat CDs\2023_03_14 - Talamore 3rd Addition Final Plat Submittal Review Memo.docx Memorandum To: Anthony Nemcek, Senior Planner From: Jeff Pearson, PE Date: March 14, 2023 Re: Talamore 3rd Addition Final Plat and Construction Plan Submittal Review WSB File Number 019324-000 SUBMITTAL: Lennar Corporation has submitted construction plans for the development of Talamore 3rd Addition which lies north of County Road 42, east of Emerald Isle 3rd Addition and south and west of Flint Hills Resources Pine Bend LLC property. The plans submitted were prepared by Westwood Professional Services. Review comments were generated from Construction Plan submittal, dated 02.15.2023. The submittal included the following: ▪ Final Plat ▪ Construction Plans o Sanitary Sewer o Watermain o Storm Sewer o Streets o Details o Signing and Lighting FINAL PLAT Talamore 3rd Addition consists of 50 single family lots, 34 townhouse lots, Connemara Trail a major collector street, 5 local residential street segments, and 1 Outlot. The Outlot will have the following uses. Outlot A – Future lot development area. Comment: North Arrow direction and plat layout are inconsistent. Adjust north arrow direction. CONSTRUCTION PLAN SUBMITTAL AND OUTSTANDING COMMENTS The construction plans received on March 10, 2023 appear consistent with the preliminary plat engineering and stormwater design. Final plan review and comments will be completed prior to construction approval. GENERAL Infrastructure design shall be completed in accordance with the City of Rosemount’s Engineering Guidelines and Standards. Infrastructure construction shall be completed in accordance with the latest edition of the City’s General Specifications and Standard Detail Plates for Street and Utility Construction. M E M O R A N D U M To: Adam Kienberger, Community Development Director Anthony Nemcek, Senior Planner Julia Hogan, Planner From: Dan Schultz, Parks and Recreation Director Date: March 13, 2023 Subject: Talamore 3rd Addition The Parks and Recreation Department recently reviewed the plans for the Talamore 3rd addition final plat. After reviewing the plans, the Parks and Recreation Department staff has the following comments: Parks Dedication The parks dedication for the 3rd addition will be a cash in-lieu of land payment in the amount of $263,500 (49 units x $3,400 and 34 units x $2,850). Please let me know if you have any questions about this memo.