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Home My WebLink About20231128 RM Packet AGENDA Planning Commission Regular Meeting Tuesday, November 28, 2023 6:30 PM City Council Chambers, City Hall 1. CALL TO ORDER/PLEDGE OF ALLEGIANCE 2. ADDITIONS TO AGENDA 3. AUDIENCE INPUT 4. CONSENT AGENDA a. Minutes of the October 24, 2023 Regular Meeting b. Request by US Home, LLC, for Approval of the Talamore 4th Addition Final Plat 5. OLD BUSINESS 6. PUBLIC HEARINGS a. Request by CA Gear for approval of Rezoning, a Major Amendment to the Custom Apparel Planned Unit Development Agreement, and a Conditional Use Permit to construct a 7,400 square foot addition onto the existing sportswear manufacturing and athletic training facility. b. Request by Jimnist, LLC., for Preliminary and Final Plat approval and PUD Final Site and Building Plan approval. 7. NEW BUSINESS 8. DISCUSSION 9. ADJOURNMENT Page 1 of 152 ROSEMOUNT PLANNING COMMISSION REGULAR MEETING PROCEEDINGS OCTOBER 24, 2023 CALL TO ORDER/PLEDGE OF ALLEGIANCE Pursuant to due call and notice thereof a regular meeting of the Rosemount Planning Commission was held on Tuesday, October 24, 2023, at 6:30 PM. in Rosemount Council Chambers, 2875 145th Street West. Chair Kenninger called the meeting to order with Commissioners Powell, Whitman, Rivera, Reed, Hebert, and Thiagarajan. Staff present included the following; Community Development Director Kienberger, Planner Hogan, and Community Development Technician Grant. The Pledge of Allegiance was said. ADDITIONS TO AGENDA None. AUDIENCE INPUT None. CONSENT AGENDA Commissioner Whitman requested an amendment to the September 26, 2023 Minutes to remove the last sentence in paragraph 3, page 4. Commissioner Whitman requested item 4b. be pulled from the Consent Agenda for further discussion and clarification. Motion by Kenninger Second by Powell Motion to approve the Consent Agenda Ayes: 6. Nays: None. Motion Carried. a. Minutes of the Sep. 26, 2023 Regular Meeting b. Request by SKB Environmental for approval of the SKB ROSEMOUNT 2nd Addition Final Plat Commissioner Whitman asked if the 2018 Planned Unit Development (PUD) agreement that covers the development of the site is still in place and governs the matter of SKB's Final Plat application. Planner Hogan answered that the PUD area is the land west of the final plat area, thus not including the applicable area. Planner Hogan stated that the city attorney has not gotten back yet in regards to the PUD agreement and SKB's final plat application. Planner Hogan said that when SKB comes back for a site plan review for future construction of buildings on the northern end of the site, that area will be looked Page 2 of 152 further into in relation to the PUD agreement. Chair Kenninger asked if the item will be moved to City Council. Community Development Director Kienberger clarified that it will be moved up to City Council for approval at the second regular meeting of the City Council the following month. That City Council meeting date will be November 21st, 2023 for final approval of SKB's application. Motion by Powell Second by Reed Motion to recommend the City Council approve the Final Plat for SKB 2ndAddition subject to the following conditions: 1. Approval of a subdivision agreement. 2. Payment of cash-in-lieu of land dedication in the amount of $280,000. 3. The park dedication requirement for Outlot A shall be met with the development of that parcel. 4. The plat shall be updated to include a thirty foot wide trail easement along the southern boundary of the plat area. 5. Site development shall conform to all requirements of the City Engineer included in the attached memorandum dated May 10, 2022. 6. Submittal of a landscaping surety will be a condition of approval of any future site plan review. Ayes: 7. Nays: None. Motion Carried. OLD BUSINESS PUBLIC HEARINGS NEW BUSINESS None. DISCUSSION Community Development Director Kienberger made known the release of Rosemount's fall newsletter sent out to residents, which touches on the path of development and planning processes within the City of Rosemount. Residents are welcome and encouraged to reach out to staff with any questions or concerns. Commissioner Reed expressed that the newsletter was done really well and would be helpful for residents. Chair Kenninger noted that the 2024 calendar will be sent to commissioners for review by Planner Hogan or Community Development Technician Grant. Chair Kenninger reminded commissioners of the next meetings on Tuesday, November 28th, Monday, December 18th, and Tuesday, January 23rd of 2024. ADJOURNMENT Page 3 of 152 There being no further business to come before the Planning Commission, the meeting was adjourned at 6:39 p.m. Respectfully submitted, Alysha Grant Community Development Technician Page 4 of 152 EXECUTIVE SUMMARY Planning Commission Regular Meeting: November 28, 2023 AGENDA ITEM: Request by US Home, LLC, for Approval of the Talamore 4th Addition Final Plat AGENDA SECTION: CONSENT AGENDA PREPARED BY: Julia Hogan, Planner AGENDA NO. 4.b. ATTACHMENTS: Site Location, Final Plat, Grading Plan, Utility Plan, Landscape Plan, Engineer's Memo Dated November 20, 2023, Stormwater Review Memo Dated November 16, 2023, Parks and Recreation Director's Memo Dated November 17, 2023 APPROVED BY: AK RECOMMENDED ACTION: Motion to recommend the City Council approve the Final Plat for Talamore 4thAddition, 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 November 20,2023 and associated Stormwater Review Memorandum dated November 16,2023. 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 November 17,2023 f. Payment of all applicable fees including GIS, Park Dedication and other fees identified in the current fee schedule. g. Provision of $22,440 for Landscaping Surety. h. Incorporation of any easements necessary to accommodate drainage, ponding, streets, and utilities. BACKGROUND Applicant: U.S. Home, LLC (dba Lennar) Location: North of County Road 42 and .5 mile east of Akron Avenue Gross Area: 64.248 Acres Net Area: Approx. 14 Acres Proposed Lots: 54 lots (38 single family lots and 16 townhome lots) Page 5 of 152 Net Density: 3.8 Units/Acre Existing Comp Plan Designation: LDR - Low Density Residential and MDR - Medium Density Residential Existing Zoning: R1 PUD - Low Density Residnetial Planned Unit Development R3 PUD - Medium Density Residnetial Planned Unit Development 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 with Talamore 3rd Addition being the second phase of the development, approved by the City Council in April 2023. Talamore 4th Addition will be the final phase of the Talamore 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 as well as an outlot area for a public park. Talamore 3rd Addition contains a total of 83 lots consisting of 49 single family lots and 34 townhome lots. Talamore 4th Addition will contain a total of 54 lots which will consist of 38 single-family lots and 16 townhome lots. Staff finds the proposed Talamore 4th Addition final plat consistent with the preliminary plat approved by City Council, and is recommending approval. ISSUE ANALYSIS Legal Authority The Final Plat application is Quasi-Judicial in nature 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: Page 6 of 152 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. 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 by City Council on December 21, 2021 consisting of 139 single-family lots and 86 townhomes. Talamore 1st Addition was approved in May 2022 and consisted of dividing the land into two separate parcels for future platting of the lots. Talamore 2nd Addition was approved in July 2022 and consisted of 88 lots, 52 single-family and 36 townhome lots and Talamore 3rd Addition was approved in April 2023 and consisted of 83 lots, 49 single-family and 34 townhome lots. The current application proposes to plat 38 single-family lots and 16 townhome lots for this fourth and final phase of the Talamore development. Staff finds that the final plat is consistent with the preliminary plat and meets the requirements of the Zoning Ordinance. Parks and Open Space Page 7 of 152 The Rosemount Parks and Recreation Department reviewed the proposed final plat and is recommending cash-in-lieu of land for the proposed 54 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 dedicated for a public park within the development, which was reflected on the approved final plat. The cash-in-lieu of land for Talamore 4th Addition totals $174,800 (38 units x $3,400 and 16 units x $2,850). The Rosemount Parks and Recreation Director has provided a memorandum, which is attached, containing the breakdown of how that amount is calculated. Landscaping Talamore 4th Addition contains 68 trees placed along the street in the front of the single-family lots and townhomes. Additional trees will be plated within the common areas of the townhome neighborhood as well as along Connemara Trail. That amounts to $22,440 (68 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 to the site come from the Emerald Isle development located west of the Talamore Development. This Addition will contain an extension of Connemara Trail and 4-5 local and private residential street segments. The Assistant City Engineer has reviewed the proposed final plat and has provided comments on the submitted sanitary sewer and watermain construction plans, streets and storm sewer plans and surface water management. The memorandum dated November 20, 2023, and associated stormwater review memo dated November 16, 2023 are attached. RECOMMENDATION Staff finds that the proposed Talamore 4th Addition Final Plat is consistent with the Preliminary Plat approved for this development, and is recommending approval of the request. Page 8 of 152 Page 9 of 152 Sheet 1 of 4 Sheets TALAMORE 4TH 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 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 4TH 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 A, Outlot B, Outlot D and Outlot E, TALAMORE 3RD ADDITION, according to the recorded plat thereof, Dakota County, Minnesota Has caused the same to be surveyed and platted as TALAMORE 4TH 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, Chris Ambourn, 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 . Chris Ambourn, Licensed Land Surveyor Minnesota License No. 43055 STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me on by Chris Ambourn, Land Surveyor, Minnesota License No. 43055 (Signature) (Name Printed) Notary Public, My Commission Expires Page 10 of 152 1 2 3 4 1 2 3 4 5 6 7 1 2 3 4 5 6 7 1 2 3 4 5 1 2 3 4 8 7 6 5 4 3 1 2 1 2 3 4 5 6 7 8 9 10 11 12 13141516 2 3 1 4 5 7 7 8 17 1 2 3 6 UP P E R 1 4 3 R D S T E UP P E R 1 4 1 S T S T E ACORN AVE ARBORVITAE CIRLE UP P E R 1 4 1 S T S T E S00°21'37"W 334.40 N58 ° 0 8 ' 4 7 " W 1 6 4 . 9 6 N8 9 ° 3 8 ' 2 3 " W 1 6 6 . 5 2 N8 9 ° 4 6 ' 0 6 " W 4 7 3 . 8 9 S00°13'54"W 170.81 N00°13'54"E 157.00 S12°52' 3 5 " W 45.37 N89°46'06"W 29.01 ∆=5°32'54" R=510.00 R=49.39 CL=49.37 CB=S83°18'03"E ∆=9°14'30" L=52.42 R=325.00 ∆=3°00 ' 2 8 " R=45 0 . 0 0 L = 2 3 . 6 2 CL=2 3 . 6 2 CB=S 8 7 ° 3 4 ' 4 4 " E S03°55'30"W 60.00 N8 9 ° 4 6 ' 0 6 " W 4 5 8 . 0 8 S00°13'54"W 206.49 S8 9 ° 5 7 ' 1 9 " E 3 3 8 . 2 5 N00°23'01"E 330.00 S8 9 ° 5 7 ' 1 9 " E 11 8 . 5 4 N00°02'41"E 125.00 S8 9 ° 4 6 ' 0 6 " E 2 6 2 . 5 0 N00°23'01"E 420.84 S8 9 ° 4 6 ' 0 6 " E 2 6 7 . 3 6 S28°0 4 ' 4 2 " E 2 3 3 . 4 5 N35° 5 0 ' 5 9 " W 150. 9 2 S06°19'52"E 141.42 N00°23'01"E 138.28 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 N8 9 ° 3 8 ' 2 3 " W 2 0 5 . 9 9 N00°23'01"E 361.00 S8 9 ° 3 8 ' 2 3 " E 2 4 8 . 6 2 S00°21'37"W 183.60 N00°21'37"E 81.01 ∆=4 7 ° 5 1 ' 4 6 " L=1 0 8 . 6 0 R= 1 3 0 . 0 0 CB = N 2 4 ° 1 7 ' 3 0 " E CL = 1 0 5 . 4 7 S8 9 ° 4 6 ' 0 6 " E 3 9 2 . 1 0 S00°23'01"W 320.00 S00°23'01"W 422.09 ∆=4°21'37" L=28.92R=380.00 CL=28.91 CB=S85°50' 5 6 " W S34° 2 7 ' 1 2 " E 60.0 0 ∆ = 1 ° 3 2 ' 2 0 " R = 3 2 0 . 0 0 L = 8 . 5 9 C B = S 5 4 ° 4 6 ' 3 8 " W C L = 8 . 5 9 Electric Easement per Doc No. 3536762 2020 30 ft R/W & Easement for Electric Transmission Line per Doc No. 573924 30 ft R/W & Easement for Electric Transmission Line per Doc No. 573924 20 ft Easement for Utility & Drainage purposes per Doc No. 2047136 20 ft Easement for Utility & Drainage purposes per Doc No. 2047136 30 30 30 30 20 20 20 20 NW Cor of the NW 1/4 of Sec. 26, Twp. 115, Rge. 29 Fd. Dakota County Cast Iron Monument 10 ft Qwest/Centurylink Easement per Doc No. 3560537 10 10 ft Qwest/Centurylink Easement per Doc No. 3560537 10 10 10 ft Qwest/Centurylink Easement per Doc No. 3560537 15 15 southerly line of a 35 ft Easement for Sanitary Sewer per Doc Nos. 406580 & 2406810 60 60 60 60 60 100 100 0 80 160 240 Sheet 2 of 4 Sheets TALAMORE 4TH ADDITION SET 1/2" BY 14" IRON PIPE WITH CAP #43055 FOUND MONUMENT WITH CAP #43055 OR AS NOTED ON PLAT THE NORTH LINE OF OUTLOT C, TALAMORE 2ND ADDITION, IS ASSUMED TO BEAR N 89°46'06" W 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 INSET A (SEE SHEET 3 OF 4 SHEETS) INSET A (SEE SHEET 3 OF 4 SHEETS) INSET B (SEE SHEET 4 OF 4 SHEETS)INSET B (SEE SHEET 4 OF 4 SHEETS) Page 11 of 152 1 2 3 4 1 2 3 4 5 6 7 1 2 3 4 5 6 7 12345 2 3 1 4 UPPER 141ST ST E AC O R N A V E UPPER 141ST ST E S0 0 ° 2 1 ' 3 7 " W 3 3 4 . 4 0 N5 8 ° 0 8 ' 4 7 " W 1 6 4 . 9 6 N89°38'23"W 166.52 N0 0 ° 1 3 ' 5 4 " E 1 5 7 . 0 0 N89°46'06"W 473.89 S0 0 ° 1 3 ' 5 4 " W 1 7 0 . 8 1 S1 2 ° 5 2 ' 3 5 " W 45 . 3 7 S0 3 ° 5 5 ' 3 0 " W 60 . 0 0 ∆=5°32'54" L=49.39 R=510.00 CB=S83°18'03" E CL=49.37 ∆=9°14'30" L=52.42 R=325.00 N89°46'06"W 29.01 ∆=3°00'28" L=23.62 R=450.00 CB=S87°34'44"E CL=23.62 N89°46'06"W 458.08 S0 0 ° 1 3 ' 5 4 " W 2 0 6 . 4 9 S89°57'19"E 338.25 N0 0 ° 2 3 ' 0 1 " E 3 3 0 . 0 0 N0 0 ° 0 2 ' 4 1 " E 1 2 5 . 0 0 S89°57'19"E 118.54 S0 0 ° 2 1 ' 3 7 " W 2 2 5 . 8 8 N89°46'06"W 180.60 18 9 . 9 3 35 . 9 5 130.74 49.86 ∆=9°14'30" R=355.00 L=57.26 ∆=5°32'54" R=480.00 L=46.48 30 . 0 0 30 . 0 0 ∆=66° 2 5 ' 4 6 " R=80 . 0 0 L=92 . 7 5 ∆=156°33' 2 9 " R=30.00 L=81.97 30.00 30.00 30 30 30 30 30 30 30 30 30 30 30 . 0 0 30 . 0 0 30 . 0 0 30 . 0 0 S89°57'19"E 457.62Electric Easement per Doc No. 3536762 30 ft R/W & Easement for Electric Transmission Line per Doc No. 573924 20 ft Easement for Utility & Drainage purposes per Doc No. 2077136 10 f t Q w e s t / C e n t u r y l i n k Ea s e m e n t p e r D o c N o . 35 6 0 5 3 7 20 ft Easement for Utility & Drainage purposes per Doc No. 2077136 30 ft R/W & Easement for Electric Transmission Line per Doc No. 573924 20 20 20 20 30 30 30 30 30 30 20 20 20 20 20 20 10 10 10 89 . 6 0 65 . 5 0 68 . 0 0 2.78 ∆ = 4 2 ° 0 7 ' 4 0 " L = 4 4 . 1 2 ∆=39 ° 0 3 ' 5 3 " L=4 0 . 9 1 ∆=75°21'5 6 " L=78.92 ∆=3° 1 1 ' 4 6 " L= 2 . 7 9 ∆=63°1 4 ' 0 0 " L=55 . 1 8 20.86 55.5765.5045.45 11 2 . 7 5 52. 2 1 11 1 . 6 0 68 . 0 0 65 . 5 0 89 . 3 0 135.00 S89°38'23"E 135.00 S89°38'23"E 135.00 S89°38'23"E 135.00 N48° 1 3 ' 5 6 " E 1 4 2 . 9 0 N0 0 ° 1 3 ' 5 4 " E 1 3 5 . 7 1 N0 0 ° 1 3 ' 5 4 " E 1 7 3 . 6 6 S0 0 ° 1 3 ' 5 4 " W 1 6 0 . 0 0 S0 0 ° 1 3 ' 5 4 " W 1 6 0 . 0 0 S0 0 ° 1 3 ' 5 4 " W 1 6 5 . 2 4 16 0 . 0 0 83.20 65.35 1.99 ∆=9°14'30" L=62.10 ∆ = 0 ° 1 1 ' 5 2 " L = 1 . 5 5 65.3565.3565.3582.84 ∆=5°21'02" L=42.02 ∆=8°21'29" L=65.64 65.00 65.00 65.00 65.00 65.00 65.00 67.69 14 5 . 0 0 68.0865.0065.0065.0065.0065.0065.00 14 6 . 4 9 S0 0 ° 1 3 ' 5 4 " W 1 4 6 . 2 8 S0 0 ° 1 3 ' 5 4 " W 1 4 6 . 0 7 S0 0 ° 1 3 ' 5 4 " W 1 4 5 . 8 6 S0 0 ° 1 3 ' 5 4 " W 1 4 5 . 6 4 S0 0 ° 1 3 ' 5 4 " W 1 4 5 . 4 3 S0 0 ° 1 3 ' 5 4 " W 1 4 5 . 2 2 N0 0 ° 0 2 ' 4 1 " E 1 2 5 . 0 0 N0 0 ° 0 2 ' 4 1 " E 1 2 5 . 0 0 N0 0 ° 0 2 ' 4 1 " E 1 2 5 . 0 0 N0 0 ° 0 2 ' 4 1 " E 1 2 5 . 0 0 67.50 67.50 67.50 67.50 68.99 12 5 . 0 0 68.2567.5067.5067.5067.50 10 10 10 Drainage & Utility Easement Drainage & Utility Easement Drainage & Utility Easement 40 40 Drainage & Utility Easement Drainage & Utility Easement Drainage & Utility Easement 10 10 10 Drainage & Utility Easement Drainage & Utility Easement N89°46'06"W 392.10 0 50 100 150 Sheet 3 of 4 Sheets TALAMORE 4TH ADDITION SET 1/2" BY 14" IRON PIPE WITH CAP #43055 FOUND MONUMENT WITH CAP #43055 OR AS NOTED ON PLAT THE NORTH LINE OF OUTLOT C, TALAMORE 2ND ADDITION, IS ASSUMED TO BEAR N 89°46'06" W SCALE IN FEET SCALE: 1 INCH = 50 FEET INSET A (FROM SHEET 2 OF 4 SHEETS) 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 Page 12 of 152 1 2 3 4 8 7 6 5 4 3 1 2 1 2 3 4 5 6 7 8 9 10 11 12 13141516 5 7 7 8 17 1 2 3 6 UP P E R 1 4 3 R D S T R E E T E ARBORVITAE CIRLE N00°23'01"E 420.84 N 4 7 ° 0 7 ' 3 9 " E 1 3 9 . 3 6 S6 8 ° 1 3 ' 4 4 " E 9 3 . 9 1 N 6 8 ° 1 0 ' 4 5 " E 7 3 . 1 7 N40 ° 1 5 ' 5 9 " W 1 2 2 . 1 3 N35° 5 0 ' 5 9 " W 1 5 0 . 9 2 S28°0 4 ' 4 2 " E 2 3 3 . 4 5 S8 9 ° 4 6 ' 0 6 " E 2 6 7 . 3 6 S06°19'52"E 141.42 N00°23'01"E 138.28 S8 9 ° 4 6 ' 0 6 " E 2 6 2 . 5 0 S34° 2 7 ' 1 2 " E 60.0 0 N 6 1 ° 4 1 ' 1 8 " E 7 0 . 6 1 N8 9 ° 1 6 ' 4 9 " W 73 . 1 7 ∆=4°21'37" R=380.00 L=28.92 CL=28.91 CB=S85°50'56"W ∆ = 1 ° 3 2 ' 2 0 " R = 3 2 0 . 0 0 L = 8 . 5 9 C B = S 5 4 ° 4 6 ' 3 8 " W C L = 8 . 5 9 N00°23'01"E 361.00 S8 9 ° 3 8 ' 2 3 " E 2 4 8 . 6 2 S00°21'37"W 183.60 N00°21'37"E 81.01 N8 9 ° 3 8 ' 2 3 " W 2 0 5 . 9 9 ∆=47 ° 5 1 ' 4 6 " L=1 0 8 . 6 0 R=1 3 0 . 0 0 CB = N 2 4 ° 1 7 ' 3 0 " E CL= 1 0 5 . 4 7 S00°23'01"W 422.09 N 4 6 ° 5 3 ' 2 4 " E 6 0 . 0 0 N46 ° 2 5 ' 3 6 " W 6 0 . 0 0 S8 9 ° 4 6 ' 0 6 " E 2 4 7 . 8 2 N00°13'54"E 185.22 ∆ = 3 4 ° 4 1 ' 0 6 " L= 2 1 1 . 8 8 R = 3 5 0 . 0 0 C B = S 7 2 ° 5 3 ' 2 1 " W 30.00 30.00 30.00 30.00 41 . 3 4 20 6 . 4 7 S 5 4 ° 4 2 ' 1 7 " W 9 6 . 0 4 S8 0 ° 1 4 ' 1 8 " E 5 4 . 7 3 S20°5 6 ' 0 2 " W 5 4 . 4 7 S38°04'51"E 28.08 67 . 5 0 65 . 0 0 65 . 0 0 50 . 4 0 65 . 0 0 65 . 0 0 65 . 0 0 67 . 5 0 138.00 N00°23'01"E 138.00 N00°23'01"E 138.00 N00°23'01"E 138.00 ∆=2°12'10" L=14.61 S15°33'2 4 " E 1 5 8 . 3 1 S24°4 6 ' 5 4 " E 1 9 1 . 6 1 85 . 2 6 95 . 2 3 86 . 8 7 ∆ =9 ° 1 3 ' 3 1 " L= 6 1 . 1 9 ∆ = 9 ° 1 3 ' 3 1 " L = 6 1 . 1 8 ∆ = 9 ° 4 0 ' 1 7 " L = 6 4 . 1 4 ∆ =1 9 ° 3 6 ' 0 0 " L= 1 0 9 . 4 7 11. 3 4 79.72 ∆=26 ° 4 5 ' 5 6 " L=2 8 . 0 3 ∆=72°2 3 ' 0 0 " L=75 . 8 0 ∆=3 3 ° 4 2 ' 1 8 " L= 3 5 . 3 0 ∆ = 4 3 ° 3 5 ' 3 1 " L = 4 5 . 6 5 ∆=41 ° 2 4 ' 5 8 " L=4 3 . 3 7 ∆=48°49' 1 8 " L=51.13 ∆=28 ° 3 4 ' 1 7 " L= 2 4 . 9 3 ∆=14°46'14" L=12.89 79.72 17 6 . 3 9 92.47 68.48 61.89 1 0 4 . 0 5 3 5 . 3 0 37 . 8 6 35 . 3 0 50.5 8 71.5 5 4 9 . 3 3 4 6 . 3 5 ∆=43 ° 2 0 ' 3 0 " R=5 0 . 0 0 L=37 . 8 2 S 6 1 ° 4 1 ' 1 8 " W 1 6 6 . 2 9 ∆ = 1 6 ° 3 7 ' 2 6 " L = 9 2 . 8 4 N19°22' 0 6 " W 1 5 0 . 4 3 N 6 1 ° 4 1 ' 1 8 " E 1 4 0 . 4 8 N00°43'11"E 130.00 N42° 5 2 ' 2 1 " W 1 3 0 . 0 0 S8 9 ° 4 6 ' 0 6 " E 1 4 6 . 2 4 S8 9 ° 4 6 ' 0 6 " E 1 7 4 . 5 0 ∆=2 6 6 ° 4 1 ' 0 1 " R= 6 0 . 0 0 L= 2 7 9 . 2 7 33 . 0 0 25 . 0 0 25 . 0 0 25 . 0 0 25 . 0 0 33 . 0 0 33 . 0 0 25 . 0 0 25 . 0 0 25 . 0 0 25 . 0 0 33 . 0 0 33.00 25.00 25.00 33.00 33.0025.0025.0033.00 33.00 25.00 25.00 25.00 25.00 33.00 33.0025.0025.0025.0025.0033.00 N8 9 ° 3 6 ' 5 9 " W 7 5 . 0 0 S8 9 ° 3 6 ' 5 9 " E 7 5 . 0 0 N8 9 ° 3 6 ' 5 9 " W 7 5 . 0 0 S8 9 ° 3 6 ' 5 9 " E 7 5 . 0 0 N8 9 ° 3 6 ' 5 9 " W 7 5 . 0 0 S8 9 ° 3 6 ' 5 9 " E 7 5 . 0 0 N8 9 ° 3 6 ' 5 9 " W 75 . 0 0 S8 9 ° 3 6 ' 5 9 " E 7 5 . 0 0 S8 9 ° 3 6 ' 5 9 " E 7 5 . 0 0 N8 9 ° 3 6 ' 5 9 " W 7 5 . 0 0 S8 9 ° 3 6 ' 5 9 " E 7 5 . 0 0 N8 9 ° 3 6 ' 5 9 " W 7 5 . 0 0 S00°21'37"W 75.00 N00°21'37"E 75.00 S00°21'37"W 75.00 N00°21'37"E 75.00 S00°21'37"W 75.00 N00°21'37"E 75.00 S00°21'37"W 75.00 S8 9 ° 3 8 ' 2 3 " E 1 6 6 . 0 0 S8 9 ° 3 8 ' 2 3 " E 1 6 6 . 0 0 S00°23'01"W 166.00 S00°23'01"W 166.00 S00°23'01"W 116.00 N00°23'01"E 116.00 30 30 30 30 30 30 ∆=43°20 ' 3 0 " R=50.0 0 L=37.8 2 southerly line of a 35 ft Easement for Sanitary Sewer per Doc Nos. 406580 & 2406810 southerly line of a 35 ft Easement for Sanitary Sewer per Doc Nos. 406580 & 2406810 15 15 15 15 10 ft Qwest/Centurylink Easement per Doc No. 3560537 10 ft Qwest/Centurylink Easement per Doc No. 3560537 10 10 10 10 10 35 35 35 Drainage & Utility Easement Drainage & Utility Easement Drainage & Utility Easement Drainage & Utility Easement Drainage & Utility Easement Drainage & Utility Easement Drainage & Utility Easement 1 0 1 0 1 0 1 0 10 1 0 10 10 10 Drainage & Utility Easement over all of Lot 17, Block 8 130.01 135.1 1 S45°04'40"W 17.49 N 6 1 ° 4 1 ' 1 8 " E 8 8 . 3 7 S 5 6 ° 5 9 ' 0 1 " W 4 9 . 2 0 N81°38'29"W 15.13 5.5 5.5 Drainage & Utility Easement 0 40 80 120 Sheet 4 of 4 Sheets TALAMORE 4TH ADDITION SET 1/2" BY 14" IRON PIPE WITH CAP #43055 FOUND MONUMENT WITH CAP #43055 OR AS NOTED ON PLAT THE NORTH LINE OF OUTLOT C, TALAMORE 2ND ADDITION, IS ASSUMED TO BEAR N 89°46'06" W SCALE IN FEET SCALE: 1 INCH = 40 FEET INSET B (FROM SHEET 2 OF 4 SHEETS) 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 Page 13 of 152 N: \ 0 0 3 3 4 1 5 . 0 4 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 4 S - C V F . D W G TA L A M O R E 4 T H 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 4TH 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. 1 10-23-23 REVISED UTILITIES ON ACORN AVE 2,5,6,10,&11 .. .. .. .. .. .. .. .. .. FOR FOR SANITARY SEWER, WATERMAIN, STORM SEWER, AND STREETS PREPARED BY: PROJECT NUMBER: 0033415.04 CONTACT: RYAN BLUHM Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free CONSTRUCTION PLANS TALAMORE 4TH ADDITION ROSEMOUNT, MINNESOTA FOR FOR SANITARY SEWER, WATERMAIN, STORM SEWER, AND STREETS INITIAL SUBMITTAL DATE: 09/29/23 SHEET: 1 OF 19 PROJECT NUMBER: 0033415.04 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 Sanitary Sewer and Watermain Construction Plan 8 Street and Storm Sewer Construction Plan 9 Street and Storm Sewer Construction Plan 10 Street and Storm Sewer Construction Plan 11 Street and Storm Sewer Construction Plan 12 Street and Storm Sewer Construction Plan 13 Intersection Details 14 Intersection Details 15 Signage and Lighting Plan 16 Details 17 Details 18 Details 19 Details Page 14 of 152 1 2 3 4 1 2 3 4 5 6 7 1 2 3 4 5 6 7 1 2 3 4 5 1 2 3 4 8 7 6 5 4 3 1 2 1 2 3 4 5 6 7 8 9 10 11 12 13141516 FU T U R E C I T Y P A R K 17 1 2 3 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 0 1 2 0012 0123456 7891011121314151617 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1819 0 1 2 3 4 5 0 1 2 3 4 5 6 7 8 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 0 1 2 3 0 1 2 CO N N E M A R A T R A I L CO N N E M A R A T R A I L 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 ACORN AVE 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 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 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 NWLNWL NW L NW L NW L NWL UP P E R 1 4 1 S T S T E SS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SS SA N SA N SA N SA N SAN SAN SA N SA N SA N SA N SA N SA N SAN SANSANSAN SA N SA N SA N SA N SANSANSAN SAN SA N SA N SA N SA N SA N SAN SAN SAN SAN SANSANSAN SA N SA N SANSAN SA N S A N SANSANSAN SA N SAN ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST WA T WA T WA T WA T WA T WAT WAT WAT WAT WAT WAT WATWAT WATWATWATWATWATWAT W A T W A T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WAT WAT WA T WA T WA T WA T WA T WA T WA T WA T WA T W A T WAT WATWATWATWAT WATWATWATWATWAT WA T WA T WA T WA T WAT WAT WAT WAT WAT WA T WA T WA T WA T WA T WA T POND ACCESS PER CITY STANDARDS PROTECT EXISTING LIGHTWEIGHT FILL FILL TEMP DITCH PER CITY STANDARDS CB-213 CBMH-212 CBMH-282 SUMP STMH-281 FES-280 CBMH-283 CB-284 CBMH-106A CBMH-107 CB-108 CB-110A CBMH-110 CBMH-109 CBMH-111 CB-112 CBMH-215B CBMH-215A CBMH-215 CB-217 CBMH-216 CBMH-214 SUMP STMH-201FES-200 MH-42 MH-41 MH-43 MH-44 MH-45 MH-35 MH-33 DROP MH-34 MH-32 DROP MH-31 MH-29A MH-26 MH-27 MH-28 14 3 R D S T E A S T MH ST S CS S S S SS W HH XXXXXXXXXX POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH 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 STOSTOSTOSTOSTO STO STO SANSAN S A N ST O ST O ST O SAN SAN SA N S A N S S S SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA 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 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# 20XX-XX N: \ 0 0 3 3 4 1 5 . 0 4 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 4 S - O A F . D W G 19 2 ROSEMOUNT, MINNESOTA 10/19/23 CTY RMB EJK TALAMORE 4TH ADDITION OVERALL 16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 4 T H A D D I T I O N 09/29/23 4125710/19/23 RYAN BLUHM 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 0'100'200'300' 1" = 100' 100' 20' or 10' 10-23-23 . . . . REVISED UTILITIES ON ACORN AVE . . . .PROJECT NUMBER: 0033415.04 SAN EXISTING PROPOSED WAT WAT OVERALL UTILITY LEGEND 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OF ANY DIFFERENCES. 2.UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL CONFORM TO THE 2018 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., 2020 EDITION AND SUPPLEMENTAL SPECIFICATIONS SEPTEMBER 2022. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE LOCAL AGENCY. 3.THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THE PROPERTY LIMITS. 4.VERIFY EXISTING INVERT LOCATION & ELEVATION PRIOR TO BEGINNING CONSTRUCTION. 5.THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION. GENERAL UTILITY NOTES S DT SANITARY SEWER STORM SEWER WATER MAIN HYDRANT DRAIN TILE FUTURE STORM SEWER CASTING SCHEDULE Structure Casting TypeNumberTypeDia. 106A CBMH 48"R-3067-V 107 CBMH 48"R-3067-V 108 CB 2'x 3'R-3067-V 109 CBMH 60"R-3067-VB 110 CBMH 48"R-3067-VB 110A CB 2'x 3'R-3067-V 111 CBMH 48"R-3067-V 112 CB 27"R-4342 200 FES 42"w/TRASHGUARD 201 STMH 84"R-1642B 212 CBMH 48"R-3067-V 213 CB 2'x 3'R-3067-V 214 CBMH 48"R-3067-V 215 CBMH 60"R-3067-V 215A CBMH 48"R-3067-V 215B CB 2'x 3'R-3067-V 216 CBMH 48"R-3067-V 217 CB 2'x 3'R-3067-V 280 FES 15"w/TRASHGUARD 281 STMH 48"R-1642B 282 CBMH 48"R-3067-V 283 CBMH 48"R-3067-VB 284 CB 2'x 3'R-3067-VB SEE SHEET 5&10 SE E S H E E T 6&11 SE E S H E E T 6&11 SEE SHEET 5&10 SE E S H E E T 4&9 SEE SHEET 3&8 SE E S H E E T 7&12 Page 15 of 152 PRVT 01 - UPPER 144TH COURT EAST 915 920 925 930 935 940 945 915 920 925 930 935 940 945 0+00 1+00 2+00 3+00 3+50 62 LF-8" PVC SDR 35 @ 0.50% EX 56 LF-8" PVC SDR 35 @ 0.50% EX MH-25 STA: -0+01 RE=937.73 IE=924.37 (8" E) IE=924.27 (8" SW) D=13.5 MH-26 STA: 1+15 RE=939.92 IE=925.06 (8" E) IE=925.06 (8" S) IE=924.96 (8" W) D=15.0 MH-27 STA: 2+16 RE=940.99 IE=928.99 (8" W) D=12.0 101 LF - 8 " P V C S D R 3 5 @ 3 . 8 9 % TOP OF WM STA=2+20 ELEV=933.38 8"x8" TEE STA=1+25 ELEV=932.40TOP OF WM STA=0+53 ELEV=930.91 162 LF - 8" DIP CL 52 7.5' MIN COVER IE=924.65 (8") 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 0 1 2 1 2 16 17 18 19 UPPER 144TH CT E AS T E R C T S SSANSANSAN SAN SAN ST ST WAT WAT WAT WAT WA T WA T WA T WAT 8" X 8" TEE HYD w/AUX VALVE 8"x6" REDUCER 9 LF - 6" DIP CL 52 GRND ELEV = 941.8 4" PVC SDR 26 SAN SRV (TYP) 1" COPPER TYPE "K" SRV w/CURB STOP (TYP) REMOVE PLUG & CONNECT TO EX SAN IE=924.65 (8" E) MH-27 EX MH-25 MH-26 6"-45° BEND 6"-45° BEND SE E S H E E T 3 REMOVE PLUG & CONNECT TO EX. 8" WM 1 2 3 4 5 6 7 8 9 10 11 12 13141516 17 27 28 29 0 1 2 0012 17 1819 UP P E R 1 4 4 T H C T E ASTER CT S S A N SA N ST ST WAT W A T W A T WATWATWAT WA T 8" GV 8" GV 12" x 8" TEE 1" COPPER TYPE "K" SRV w/CURB STOP (TYP) 4" PVC SDR 26 SAN SRV (TYP) SE E S H E E T 7 SEE SHEET 3 MH-26 EX MH-25 MH-28 PRVT 02 - ASTER COURT 915 920 925 930 935 940 945 915 920 925 930 935 940 945 0+001+002+002+50 MH-28 STA: 0+07 RE=938.01 IE=926.01 (8" N) D=12.0 191 LF-8" PVC SDR 35 @ 0.50% MH-26 STA: 1+98 RE=939.92 IE=925.06 (8" E) IE=925.06 (8" S) IE=924.96 (8" W) D=15.0 8"x8" TEE STA=2+09 ELEV=932.40 12"x8" TEE STA=-0+79 ELEV=923.13 195 LF - 8" DIP CL 52 7.5' MIN COVER 92 LF - 8" DIP CL 52 EXTRA DEPTH 2.0' INSULATE X-ING TOP OF WM STA=0+13 ELEV=930.42 TOP OF WM STA=-0+01 ELEV=927.41 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# 20XX-XX N: \ 0 0 3 3 4 1 5 . 0 4 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 4 S - U T F . D W G 19 3 ROSEMOUNT, MINNESOTA 10/19/23 CTY RMB EJK TALAMORE 4TH ADDITION SANITARY SEWER AND WATERMAIN CONSTRUCTION PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 4 T H A D D I T I O N 09/29/23 4125710/19/23 RYAN BLUHM 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 0'50'100'150' 1" = 50' 50' 10' or 5' 10-23-23 . . . . REVISED UTILITIES ON ACORN AVE . . . .PROJECT NUMBER: 0033415.04 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 ROW 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 UNLESS OTHERWISE NOTED. 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 SANITARY SEWER SERVICE CONNECTION SHALL BE WITH A DIP TEE IN LIEU OF A WYE AND C900 SERVICE PIPE FOR MAINLINE DEPTHS GREATER THAN 20 FEET C BLK NO.WYE=X+XX XXX.XLOT NO.L (FT)XXX.X S&W 1 0+67 932.2 2 1+10 932.2 3 1+15 932.2 4 0+42 932.2 17 17 17 17 941.2 941.5 941.6 941.7 5 0+48 932.2 6 0+92 932.2 17 17 941.8 941.9 8 BLK NO.WYE=X+XX XXX.XLOT NO.L (FT)XXX.X S&W 7 0+39 930.8 8 0+82 930.8 9 0+89 930.8 10 1+32 930.8 17 17 17 17 941.1 940.6 940.3 940.2 11 1+39 930.8 12 1+82 930.8 17 17 940.2 939.8 8 13 14 15 16 1+73 1+30 1+23 0+80 930.1 930.1 930.1 930.1 939.4 939.6 939.6 939.8 37 37 37 37 Page 16 of 152 STREET 04 - UPPER 143RD STREET EAST 895 900 905 910 915 920 925 930 935 940 895 900 905 910 915 920 925 930 935 940 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 MH-31 STA: 4+88 RE=935.61 IE=923.61 (8" E) D=12.0 120 L F - 8 " P V C S D R 3 5 @ 4 . 9 7 % MH-33 DROP STA: 6+99 RE=925.40 IE=913.40 (8" S) IE=903.93 (8" E) IE=903.88 (8" W) D=21.5 70 LF-8" PVC SDR 26 @ 0.50% 185 LF-8" PVC SDR 26 @ 0.50% MH-34 STA: 8+85 RE=920.47 IE=905.01 (8" E) IE=904.86 (8" W) D=15.6 21 LF-8" PVC SDR 35 @ 0.50% IE=905.11 (8") 1.7' INSULATE X-ING TOP OF WM STA=9+06 ELEV=912.30 8"x8" TEE STA=7+09 ELEV=917.39 8"x8" TEE STA=6+20 ELEV=921.00 TOP OF WM STA=4+56 ELEV=928.85 444 LF - 8" DIP CL 52 7.5' MIN COVER 9. 5 ' R I S E R 7. 0 ' R I S E R 5. 0 ' R I S E R 3. 5 ' R I S E R 20 LF-8" DIP @ 4.97% IE=917.64 (8") 1 2 3 4 8 71 2 1 2 3 3 4 5 6 7 8 9 4 0 0 1 UPPER 143RD ST E AR B O R V I T A E C I R NW L NWLNWLNWLNWLNWL N W L WET VOL 2.26 AF S S S S S S S A N S A N SAN SAN SAN SAN SAN ST ST ST WAT WAT WAT WAT W A T W A T WAT WAT WAT 910.9 WYE = 1+80 3.5' RISER 921.8 912.4 WYE = 1+19 5.0' RISER 923.4 914.4 WYE = 0+54 7.0' RISER 925.1 916.7 WYE = 0+58 9.5' RISER 927.4 920.8 WYE = 0+25 931.7 923.6 WYE = 0+82 934.5 926.4 WYE = 1+31 937.1 921.8 WYE = 0+19 931.5 926.3 WYE = 1+23 936.9 REMOVE PLUG & CONNECT TO EX. 8" WM 8"- 22.5° BEND 8" GV 8"- 22.5° BEND 4" PVC SDR 26 SAN SRV (TYP) 1" COPPER TYPE "K" SRV w/CURB STOP (TYP) HYD w/AUX VALVE 8"x6" REDUCER 11 LF - 6" DIP CL 52 GRND ELEV = 920.1 8" GV 8" x 8" TEE SE E S H E E T 5MH-31 MH-32 DROP MH-33 DROP MH-34 EX MH-16 8" SANITARY STUB 8" IE=905.11 1 2 1 2 1 2 3 5 6 7 0 0 1 UP P E R 1 4 3 R D S T E ARBORVITAE CIR NW L NW L NW L NW L NWLNWLNWL NWL 10 0 Y R H W L 10 D A Y H W L 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 S S S S SS SAN SAN SA N SA N ST ST W A T WAT WAT WAT WA T WA T WA T 8" X 8" TEE REMOVE PLUG & CONNECT TO EX 8" WM 8" GV SEE SHEET 5 MH-32 DROP MH-29A REMOVE PLUG & CONNECT TO EX SAN IE=902.51 (8" E) 32-29A 895 900 905 910 915 920 925 930 935 895 900 905 910 915 920 925 930 935 0+001+002+003+00 IE=902.51 (8") 10 LF-8" PVC SDR 35 @ 0.50% MH-29A STA: 1+71 RE=919.18 IE=902.66 (8" S) IE=902.56 (8" W) D=16.6 154 LF-8" PVC SDR 26 @ 0.50% TOP OF WM STA=1+56 ELEV=907.95 TOP OF WM STA=1+78 ELEV=907.95 TOP OF WM STA=1+36 ELEV=914.48 8"x8" TEE STA=0+24 ELEV=921.00 112 LF - 8" DIP CL 52 7.5' MIN COVER 45 LF - 8" DIP CL 52 EXTRA DEPTH 2.4' INSULATE X-ING EX MH-29 STA: 1+97 RE=919.18 IE=902.43 (8" E) IE=902.33 (8" N) D=16.9 EX 16 LF-8" PVC SDR 35 @ 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# 20XX-XX N: \ 0 0 3 3 4 1 5 . 0 4 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 4 S - U T F . D W G 19 4 ROSEMOUNT, MINNESOTA 10/19/23 CTY RMB EJK TALAMORE 4TH ADDITION SANITARY SEWER AND WATERMAIN CONSTRUCTION PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 4 T H A D D I T I O N 09/29/23 4125710/19/23 RYAN BLUHM 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 0'50'100'150' 1" = 50' 50' 10' or 5' 10-23-23 . . . . REVISED UTILITIES ON ACORN AVE . . . .PROJECT NUMBER: 0033415.04 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 ROW 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 UNLESS OTHERWISE NOTED. 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 SANITARY SEWER SERVICE CONNECTION SHALL BE WITH A DIP TEE IN LIEU OF A WYE AND C900 SERVICE PIPE FOR MAINLINE DEPTHS GREATER THAN 20 FEET C A Page 17 of 152 STREET 06 - ACORN AVENUE 910 915 920 925 930 935 940 945 910 915 920 925 930 935 940 945 0+001+002+003+00 TOP OF WM STA=0+00 ELEV=931.03TOP OF WM STA=0+25 ELEV=930.03 8"x8" TEE STA=1+98 ELEV=925.11 TOP OF WM STA=2+60 ELEV=924.15 16"x8" TEE STA=0+20 ELEV=930.25 173 LF - 8" DIP CL 52 7.5' MIN COVER 14 LF - 8" DIP CL 52 EXTRA DEPTH 71 LF - 6" DIP CL 52 7.5' MIN COVER IE=925.03 (8") 50 LF-8" PVC SDR 35 @ 0.50% MH-45 STA: 0+50 RE=936.68 IE=924.78 (8" N) IE=924.68 (8" S) D=12.0 160 LF-8" PVC SDR 35 @ 2.53% MH-44 STA: 1+90 RE=932.55 IE=920.65 (8" N) IE=920.55 (8" E) D=12.0 1 2 1234 5 6 7 01 2 3 0 1 2 ACORN AVE NWL NW L NW L NW L NW L NW L NW L NWLNWLNWL 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 UP P E R 1 4 1 S T S T E E XPOHPOHPOH PO H PO H PO H PO H PO H PO H PO H POH POH POH POH POH POH WA T WA T WA T WA T WA T WA T WA T 4" PVC SDR 26 SAN SRV (TYP) 1" COPPER TYPE "K" SRV w/CURB STOP (TYP) 925.6 WYE = 0+16 934.1 TEMP HYD w/AUX VALVE 8" x 6" REDUCER 11 LF - 6" DIP CL 52 GRND ELEV = 941.9 926.1 WYE = 1+40 937.2 924.7 WYE = 0+75 935.5 923.2 WYE = 0+16 934.2 922.0 WYE = 1+02 933.3 922.0 WYE = 0+90 933.3 922.0 WYE = 0+81 933.3 8"-45° BEND SE E S H E E T 6 MH-45 IE=925.03 (8") CUT IN 16" x 8" CROSS PER CITY STANDARDS VERIFY DEPTH MH-44 PROTECT EX 16" WM 8" GV HYD w/AUX VALVE 8"x 6" TEE 12 LF- 6" DIP CL 52 GRND ELEV = 934.35 8 7 6 5 4 3 1 2 2 5 6 7 8 9 0 0 1 2 3 UP P E R 1 4 3 R D S T E ARBORVITAE CIR HYD w/AUX VALVE 8"x6" REDUCER 11 LF - 6" DIP CL 52 GRND ELEV = 932.0 921.5 WYE = 1+73 932.7 918.5 WYE = 0+76 929.1 921.2 WYE = 1+44 931.9 921.6 WYE = 2+02 932.9 921.6 WYE = 2+05 932.9 921.6 WYE = 1+62 932.7 S E E S H E E T 4 MH-35MH-33 DROP SEE SHEET 4 8" GV 8"- 22.5°&11.25° BENDS 4" PVC SDR 26 SAN SRV (TYP) 1" COPPER TYPE "K" SRV w/CURB STOP (TYP) STREET 08 - ARBORVITAE CIRCLE 895 900 905 910 915 920 925 930 935 895 900 905 910 915 920 925 930 935 0+00 1+00 2+00 3+00 3+50 MH-33 DROP STA: 0+00 RE=925.40 IE=913.40 (8" S) IE=903.93 (8" E) IE=903.88 (8" W) D=21.5 20 LF-8" DIP @ 2.93% 193 LF-8" P V C S D R 3 5 @ 2 . 9 3 % MH-35 STA: 2+37 RE=931.65 IE=919.65 (8" N) D=12.0 TOP OF WM STA=2+46 ELEV=923.71 8"x8" TEE STA=-0+10 ELEV=917.39 TOP OF WM STA=0+13 ELEV=917.39 237 LF - 8" DIP CL 52 7.5' MIN COVER IE=913.99 (8") 2.9' INSULATE X-ING 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# 20XX-XX N: \ 0 0 3 3 4 1 5 . 0 4 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 4 S - U T F . D W G 19 5 ROSEMOUNT, MINNESOTA 10/19/23 CTY RMB EJK TALAMORE 4TH ADDITION SANITARY SEWER AND WATERMAIN CONSTRUCTION PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 4 T H A D D I T I O N 09/29/23 4125710/19/23 RYAN BLUHM 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 0'50'100'150' 1" = 50' 50' 10' or 5' 10-23-23 . . . . REVISED UTILITIES ON ACORN AVE . . . .PROJECT NUMBER: 0033415.04 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 ROW 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 UNLESS OTHERWISE NOTED. 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 SANITARY SEWER SERVICE CONNECTION SHALL BE WITH A DIP TEE IN LIEU OF A WYE AND C900 SERVICE PIPE FOR MAINLINE DEPTHS GREATER THAN 20 FEET C Page 18 of 152 STREET 06 - ACORN AVENUE | UPPER 141ST STREET EAST 905 910 915 920 925 930 935 940 945 905 910 915 920 925 930 935 940 945 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 MH-44 STA: 1+90 RE=932.55 IE=920.65 (8" N) IE=920.55 (8" E) D=12.0 125 LF-8" PVC SDR 35 @ 0.50% MH-43 STA: 3+00 RE=934.18 IE=919.93 (8" W) IE=919.83 (8" E) D=14.4 141 LF-8" PVC SDR 35 @ 0.50% EX 39 LF-8" PVC SDR 35 @ 0.50% EX 20 LF-8" DIP @ 0.50% EX MH-39 DROP STA: 5+00 RE=936.18 IE=918.83 (8" W) IE=907.69 (8" S) IE=907.59 (8" E) D=28.6 IE=919.13 (8") EX 200 LF-8" PVC C900 @ 0.50% EX MH-38 STA: 7+00 RE=936.68 IE=906.59 (8" W) IE=906.49 (8" E) D=30.2 EX 132 LF-8" PVC C900 @ 0.50% EX MH-37 DROP STA: 8+32 RE=935.22 IE=917.87 (8" E) IE=905.83 (8" W) IE=905.73 (8" S) D=29.5 EX 20 LF-8" DIP @ 0.50% EX 47 LF-8" PVC SDR 35 @ 0.50% 300 LF-8" PVC SDR 35 @ 0.50% IE=918.21 (8") TOP OF WM STA=4+51 ELEV=927.74 2.0' INSULATE X-ING 2.1' INSULATE X-ING 8"x8" TEE STA=1+92 ELEV=925.11 8"x6" TEE (HYD) STA=10+77 ELEV=929.13 426 LF - 8" DIP CL 52 7.5' MIN COVER 71 LF - 8" DIP CL 52 7.5' MIN COVER195 LF - 8" DIP CL 52 EXTRA DEPTH TOP OF WM STA=13+36 ELEV=924.19 TOP OF WM STA=8+90 ELEV=927.79 3. 0 ' R I S E R 5. 0 ' R I S E R 5. 5 ' R I S E R 5. 5 ' R I S E R 5. 5 ' R I S E R 5. 0 ' R I S E R 4. 5 ' R I S E R 3. 0 ' R I S E R 3. 0 ' R I S E R MH-41 STA: 12+00 RE=934.94 IE=919.80 (8" E) IE=919.71 (8" W) D=15.2 MH-42 STA: 13+25 RE=932.43 IE=920.43 (8" W) D=12.0 125 LF-8" PVC SDR 35 @ 0.50% TOP OF WM STA=10+00 ELEV=928.86TOP OF WM STA=3+79 ELEV=927.03 TOP OF WM STA=3+54 ELEV=924.25 1 2 3 4 1 2 3 4 5 6 7 5 6 7 12345 15 16 17 0 1 2 3 4 5 6 7 8 9 10 11 12 13 0 1 2 0 1 2 UPPER 141ST ST E AC O R N A V E NWL NWL NWL NWL NWL NWL NW L NW L UPPER 141ST ST E W HH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH S S SSANSAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN WA T WA T WA T WA T WATWATWATWATWAT WAT WAT WATWAT WA T WA T WA T WA T WA T WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT 4" PVC SDR 26 SAN SRV (TYP) 1" COPPER TYPE "K" SRV w/CURB STOP (TYP) 926.0 WYE = 0+50 935.4 HYD w/AUX VALVE 8"x6" TEE 12 LF - 6" DIP CL 52 GRND ELEV = 937.4 TEMP. HYD w/AUX VALVE 8"x6" REDUCER 11 LF - 6" DIP CL 52 GRND ELEV = 932.1 924.7 WYE = 1+18 934.0 927.3 WYE = 3+52 3.0' RISER 936.5 928.3 WYE = 2+90 4.5' RISER 937.8 928.3 WYE = 1+98 5.5' RISER 938.5 928.1 WYE = 1+33 5.5' RISER 937.8 927.5 WYE = 0+67 5.0' RISER 937.2 927.3 937.1 926.6 WYE = 1+21 3.0' RISER 936.3 925.9 WYE = 1+87 935.6 925.3 WYE = 0+59 935.0 927.1 WYE = 1+85 5.5' RISER 938.3 927.1 WYE = 2+79 5.0' RISER 938.0 926.2 WYE = 3+45 3.0' RISER 936.8 924.8 WYE = 0+44 935.5 923.5 WYE = 1+12 934.2 REMOVE PLUG & CONNECT TO EX. 8" WM 8"-11.25° BEND REMOVE PLUG & CONNECT TO EX. 8" WM SE E S H E E T 5 EX MH-39 DROP EX MH-37 DROP MH-41 MH-43 MH-44 MH-42 REMOVE PLUG & CONNECT TO EX SAN IE=919.13 (8" W) REMOVE PLUG & CONNECT TO EX SAN IE=918.21 (8" E) PROTECT EX 16" WM & AIR RELEASE MH WYE = 0+33 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# 20XX-XX N: \ 0 0 3 3 4 1 5 . 0 4 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 4 S - U T F . D W G 19 6 ROSEMOUNT, MINNESOTA 10/19/23 CTY RMB EJK TALAMORE 4TH ADDITION SANITARY SEWER AND WATERMAIN CONSTRUCTION PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 4 T H A D D I T I O N 09/29/23 4125710/19/23 RYAN BLUHM 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 0'50'100'150' 1" = 50' 50' 10' or 5' 10-23-23 . . . . REVISED UTILITIES ON ACORN AVE . . . .PROJECT NUMBER: 0033415.04 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 ROW 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 UNLESS OTHERWISE NOTED. 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 SANITARY SEWER SERVICE CONNECTION SHALL BE WITH A DIP TEE IN LIEU OF A WYE AND C900 SERVICE PIPE FOR MAINLINE DEPTHS GREATER THAN 20 FEET C A AA B B BAAA Page 19 of 152 CONNEMARA TRAIL 895 900 905 910 915 920 925 930 935 940 945 895 900 905 910 915 920 925 930 935 940 945 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 30+50 2.9' INSULATE X-ING 2.9' INSULATE X-ING TOP OF WM STA=29+24 ELEV=924.40 12"x6" TEE (HYD) STA=29+00 ELEV=924.16 TOP OF WM STA=21+28 ELEV=929.28 12"x8" TEE STA=27+97 ELEV=923.13 763 LF - 12" DIP CL 52 7.5' MIN COVER 8 9 10 11 12 13 14 15 16 0 0 1 CONNEMARA TRAIL CONNEMARA TRAIL AS T E R C T S SA N SA N SA N SA N SA N ST STWA T WA T WA T WA T WA T WAT WAT WAT WAT WAT WAT WAT WAT HYD w/AUX VALVE 12"x6" TEE 22 LF - 6" DIP CL 52 GRND ELEV = 932.4 REMOVE PLUG & CONNECT TO EX. 12" WM 12" GV 12" WM PLUG W/ AIR BLEED SE E S H E E T 3 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# 20XX-XX 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# 20XX-XX N: \ 0 0 3 3 4 1 5 . 0 4 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 4 S - U T F . D W G 19 7 ROSEMOUNT, MINNESOTA 10/19/23 CTY RMB EJK TALAMORE 4TH ADDITION SANITARY SEWER AND WATERMAIN CONSTRUCTION PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 4 T H A D D I T I O N 09/29/23 4125710/19/23 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 0'50'100'150' 1" = 50' 50' 10' or 5' 10-23-23 . . . . REVISED UTILITIES ON ACORN AVE . . . .PROJECT NUMBER: 0033415.04 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 ROW 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 UNLESS OTHERWISE NOTED. 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 SANITARY SEWER SERVICE CONNECTION SHALL BE WITH A DIP TEE IN LIEU OF A WYE AND C900 SERVICE PIPE FOR MAINLINE DEPTHS GREATER THAN 20 FEET C RYAN BLUHM Page 20 of 152 PRVT 01 - UPPER 144TH COURT EAST 915 920 925 930 935 940 945 950 915 920 925 930 935 940 945 950 0+00 1+00 2+00 3+00 3+50 2.00% 1.00% 2.00% 1.00% PVI STA = 0+00.00 PVI ELEV = 937.88 PVI STA = 2+25.95 PVI ELEV = 941.14 H.P ELEV = 940.38 H.P. STA = 1+50.00 PVI STA = 1+00.00 PVI ELEV = 939.88 A.D. = -1.00% K = 100.00 100.00' VC PVC = 0+50.00 ELEV = 938.88 PVT = 1+50.00 ELEV = 940.38 93 9 . 7 6 94 0 . 8 8 93 8 . 8 8 94 0 . 3 8 93 7 . 8 8 PROPOSED ℄ GRADE (TYP.) PROPOSED ℄ SUBGRADE (TYP.) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 0 1 2 1 2 16 17 18 19 UPPER 144TH CT E AS T E R C T S S ST ST WAT WAT WAT WAT WA T WA T WA T WAT R2 0 ' 24 B- B ADJUST MH CASTING (TYP) SURMOUNTABLE CURB & GUTTER BEGIN STREET & SIDEWALK CONSTRUCTION AT STA 0+42 SALVAGE (2) TYPE III BARRICADES TIPOUT B612 CURB & GUTTER 1 2 3 4 5 6 7 8 9 10 11 12 1314151617 27 28 29 0 1 2 0012 1 7 1819 UP P E R 1 4 4 T H C T E ASTER CT S ST ST WAT W A T WATWATWAT WA T SE E S H E E T 12 R20 ' 24 ' B- B ADJUST GV (TYP) CBMH-111 CB-112 CBMH-110 SURMOUNTABLE CURB & GUTTER TIP OUT B612 CURB & GUTTER CB-110A PRVT 02 - ASTER COURT 910 915 920 925 930 935 940 945 910 915 920 925 930 935 940 945 0+001+002+002+50 93 6 . 1 3 93 6 . 6 3 93 7 . 1 3 93 7 . 6 3 93 8 . 1 3 CBMH-111 STA: -0+01 RE=937.61 IE=929.41 (15" E) IE=929.41 (15" SW) D=8.2 PROPOSED ℄ GRADE (TYP.) PROPOSED ℄ SUBGRADE (TYP.) 1.00% PVI STA = -0+02.75 PVI ELEV = 937.96 PVI STA = 1+98.23 PVI ELEV = 939.97 110A-112 920 925 930 935 940 920 925 930 935 940 0+00 1+00 2+00 3+00 98 LF-1 5 " R C P C L 5 @ 3 . 6 0 % 132 LF-15" RC P C L 5 @ 1 . 5 8 % CB-112 STA: 2+38 RE=935.50 IE=931.50 (15" W) D=4.0 CBMH-111 STA: 1+06 RE=937.61 IE=929.41 (15" E) IE=929.41 (15" SW) D=8.2 CBMH-110 STA: 0+08 RE=929.97 IE=925.89 (15" W) IE=925.89 (15" NE) IE=925.69 (18" S) D=4.3CB-110A STA: 0+00 RE=929.97 IE=925.97 (15" E) D=4.0 8 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# 20XX-XX N: \ 0 0 3 3 4 1 5 . 0 4 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 4 S - S T F . D W G 19 8 ROSEMOUNT, MINNESOTA 10/19/23 CTY RMB EJK TALAMORE 4TH ADDITION STREET AND STORM SEWER CONSTRUCTION PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 4 T H A D D I T I O N 09/29/23 4125710/19/23 RYAN BLUHM 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 0'50'100'150' 1" = 50' 50' 10' or 5' 10-23-23 . . . . REVISED UTILITIES ON ACORN AVE . . . .PROJECT NUMBER: 0033415.04 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 Page 21 of 152 STREET 04 - UPPER 143RD STREET EAST 895 900 905 910 915 920 925 930 935 940 945 895 900 905 910 915 920 925 930 935 940 945 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 93 8 . 1 0 93 5 . 1 2 93 0 . 1 4 92 5 . 4 2 92 2 . 6 4 92 0 . 1 4 93 8 . 3 4 93 7 . 0 3 93 2 . 6 4 92 7 . 6 4 92 3 . 8 9 92 1 . 3 9 92 0 . 0 0 -5.0 0 % -2.50% -5.0 0 % -2.50% PVI STA = 9+05.63 PVI ELEV = 920.00 L.P ELEV = 924.02 L.P. STA = 7+45.00 PVI STA = 7+00.00 PVI ELEV = 925.14 A.D. = 2.50% K = 36.00 90.00' VC PVC = 6+55.00 ELEV = 927.39 PVT = 7+45.00 ELEV = 924.02 H.P ELEV = 938.36 H.P. STA = 3+60.68 PVI STA = 4+20.68 PVI ELEV = 939.11 A.D. = -6.00% K = 30.00 180.00' VC PVC = 3+30.68 ELEV = 938.21 PVT = 5+10.68 ELEV = 934.61 87 LF-18" RCP CL 5 @ 0.90% CBMH-215 STA: 6+40 RE=927.70 IE=922.84 (18" W) IE=916.44 (15" E) IE=921.34 (15" SE) IE=915.84 (24" N) D=11.9 199 LF-15" RCP CL 5 @ 0.33% CBMH-216IE=923.62 (18" E) 31 LF-15" RCP CL 5 @ 0.33%CBMH-216 STA: 0+00 RE=921.20 IE=917.10 (15" N) IE=917.10 (15" W) D=4.1 CB-217 STA: 0+31 RE=921.20 IE=917.20 (15" S) D=4.0 PROPOSED ℄ GRADE (TYP.) PROPOSED ℄ SUBGRADE (TYP.) 1 2 3 4 8 71 2 1 2 3 4 5 6 7 8 90 0 1 UPPER 143RD ST E AR B O R V I T A E C I R NWLNWLNWLNWLNWL N W L S S S S S ST ST ST WAT WAT WAT W A T W A T WAT WAT WAT S SE E S H E E T 10 EX STMH-219 EX CBMH-218 CBMH-214 SUMP CBMH-215 REMOVE PLUG & CONNECT TO EX. STORM 18" IE=923.62 CBMH-216 CB-217 60 ' RO W 32 ' F- F ADJUST GV (TYP) ADJUST MH (TYP) 5' CONC SIDEWALK 1' INSIDE ROW R25 ' END STREET & SIDEWALK CONSTRUCTION AT STA 9+06 INSTALL (2) TYPE III BARRICADES REMOVE TEMP CUL-DE-SAC & SALVAGE (2) TYPE III BARRICADES BEGIN STREET & SIDEWALK CONSTRUCTION AT STA 4+46 SURMOUNTABLE CURB & GUTTER (TYP) 1 2 3 8 1 2 1 2 3 5 6 7 8 0 0 1 UP P E R 1 4 3 R D S T E ARBORVITAE CIR NW L NW L NW L NW L NWLNWLNWL NWL 10 0 Y R H W L 91 6 . 0 10 D A Y H W L 91 6 . 3 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 S S S SS ST ST W A T WAT WAT WAT WA T WA T WA T SEE SHEET 10 STMH-201 REMOVE PLUG & CONNECT TO EX. STORM 36" IE=910.76 42" FES-200 18.7 CU YD CLASS III RIPRAP IE=910.08 EX STMH-202 CBMH-214 SUMP CBMH-215 PROVIDE SHEET PILE HEADWALL PER CITY DETAIL 215-200 890 895 900 905 910 915 920 925 930 935 890 895 900 905 910 915 920 925 930 935 0+001+002+003+00 CBMH-215 STA: 0+00 RE=927.70 IE=922.84 (18" W) IE=916.44 (15" E) IE=921.34 (15" SE) IE=915.84 (24" N) D=11.9 31 LF-24" RCP CL 3 @ 0.40% CBMH-214 SUMP STA: 0+31 RE=927.70 IE=915.72 (24" S) IE=915.72 (24" N) D=15.0 3.0' SUMP=912.72 128 LF-24" RCP CL 3 @ 0.45% STMH-201 FES-200 W/ SHEET PILE HEADWALL STA: 2+47 IE=910.08 (42") 88 LF-42" RCP CL 3 @ 0.19% STMH-201 STA: 1+59 RE=920.00 IE=915.14 (24" S) IE=910.64 (36" W) IE=910.24 (42" N) D=9.8 IE=910.76 (36" E) 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# 20XX-XX N: \ 0 0 3 3 4 1 5 . 0 4 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 4 S - S T F . D W G 19 9 ROSEMOUNT, MINNESOTA 10/19/23 CTY RMB EJK TALAMORE 4TH ADDITION STREET AND STORM SEWER CONSTRUCTION PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 4 T H A D D I T I O N 09/29/23 4125710/19/23 RYAN BLUHM 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 0'50'100'150' 1" = 50' 50' 10' or 5' 10-23-23 . . . . REVISED UTILITIES ON ACORN AVE . . . .PROJECT NUMBER: 0033415.04 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 Page 22 of 152 STREET 06A - UPPER 141ST STREET EAST [BULB] 915 920 925 930 935 940 915 920 925 930 935 940 0+00 1+00 2+00 3+00 STREET 06 - ACORN AVENUE | UPPER 141ST STREET EAST 920 925 930 935 940 945 920 925 930 935 940 945 0+001+002+003+003+50 -4.00% 93 3 . 1 3 93 1 . 6 3 93 2 . 4 0 93 2 . 9 0 93 4 . 9 0 93 2 . 0 3 93 1 . 9 0 93 6 . 9 0 L.P ELEV = 933.45 L.P. STA = 2+04.00 PVI STA = 1+50.00 PVI ELEV = 932.73 A.D. = 5.00% K = 36.00 180.00' VC PVC = 0+60.00 ELEV = 936.33 PVT = 2+40.00 ELEV = 933.63 PVI STA = 0+00.00 PVI ELEV = 938.73PROPOSED ℄ GRADE (TYP.) PROPOSED ℄ SUBGRADE (TYP.) CBMH-283 STA: 2+07 RE=932.99 IE=927.36 (15" S) IE=927.36 (15" E) D=5.6 -2.70%2.55% PVI STA = 0+00.00 PVI ELEV = 933.73 PVI STA = 2+40.74 PVI ELEV = 934.35 L.P ELEV = 932.14 L.P. STA = 1+07.80 PVI STA = 1+05.00 PVI ELEV = 930.89 A.D. = 5.25% K = 36.22 190.00' VC PVC = 0+10.00 ELEV = 933.46 PVT = 2+00.00 ELEV = 933.31 93 1 . 9 0 93 0 . 7 7 93 0 . 3 2 93 0 . 5 6 93 1 . 4 8 CB-284 STA: 1+07 RE=931.68 IE=927.68 (15" N) D=4.0 CBMH-283 97 LF-15" RCP CL 5 @ 0.33% CB-284 STA: 2+04 RE=931.68 IE=927.68 (15" N) D=4.0 1 2 3 5 6 7 01 2 3 0 1 2 ACORN AVE NWL NW L NW L NW L NW L NW L PO N D 2 . 1 P 91 4 . 5 EO F P I P E 92 0 . 5 92 1 . 6 10 0 Y R H W L 92 0 . 5 10 D A Y H W L 92 0 . 7 UP P E R 1 4 1 S T S T E PO H PO H PO H PO H PO H PO H PO H WA T WA T WA T WA T WA T WA T SE E S H E E T 11 60 ' RO W 32 ' F- F 5' CONC SIDEWALK 1' INSIDE ROW CB-284 CBMH-283 BEGIN STREET & SIDEWALK CONSTRUCTION AT STA 0+00 R 1 3 ' ADJUST GV (TYP) ADJUST MH (TYP) SURMOUNTABLE CURB & GUTTER (TYP) 15" FES-280 4.8 CU YD CLASS III RIPRAP IE=914.50 STMH-281 CBMH-282 SUMP R60' R O W PROVIDE SHEET PILE HEADWALL PER CITY DETAIL 1 2 3 4 8 7 6 5 4 3 1 2 2 3 5 6 7 8 9 0 0 1 2 3 UP P E R 1 4 3 R D S T E ARBORVITAE CIR SEE SHEET 9 S E E S H E E T 9 CBMH-215A CBMH-215B 60 ' RO W ADJUST GV (TYP) ADJUST MH (TYP) R25 ' CBMH-215 32 ' F- F SURMOUNTABLE CURB & GUTTER (TYP) R60.00' STREET 08 - ARBORVITAE CIRCLE 900 905 910 915 920 925 930 935 940 945 900 905 910 915 920 925 930 935 940 945 0+00 1+00 2+00 3+00 3+50 -3.50 %3.50% -2.00% 3.50% -3.50 %3.50% -2.00% 3.50% PVI STA = 0+00.00 PVI ELEV = 925.45 PVI STA = 0+14.67 PVI ELEV = 925.16 PVI STA = 1+17.87 PVI ELEV = 928.77 H.P ELEV = 931.70 H.P. STA = 2+36.71 PVI STA = 2+36.71 PVI ELEV = 932.93 A.D. = -7.00% K = 20.00 140.00' VC PVC = 1+66.71 ELEV = 930.48 PVT = 3+06.71 ELEV = 930.48 31 LF-15" RCP CL 5 @ 1.00% CBMH-215A STA: 0+31 RE=925.83 IE=921.52 (15" E) IE=921.52 (15" NW) D=4.3 53 LF-15" RCP CL 5 @ 0.33%CBMH-215 STA: 0+84 RE=927.70 IE=922.84 (18" W) IE=916.44 (15" E) IE=921.34 (15" SE) IE=915.84 (24" N) D=11.9 CBMH-215B STA: 0+00 RE=925.83 IE=921.83 (15" W) D=4.0 92 3 . 6 2 92 6 . 3 1 92 9 . 5 4 92 8 . 8 7 92 4 . 5 6 92 8 . 0 6 92 9 . 8 3 PROPOSED ℄ GRADE (TYP.) PROPOSED ℄ SUBGRADE (TYP.) CBMH-215A 282-280 910 915 920 925 930 935 940 910 915 920 925 930 935 940 0+001+002+003+003+50 233 LF-15" R C P C L 5 @ 2 . 1 5 % STMH-281 STA: 3+85 RE=925.13 IE=921.61 (15" N) IE=915.13 (15" SW) D=10.0 79 LF-15" RCP CL 5 @ 0.80% FES-280 W/ SHEET PILE HEADWALL STA: 3+12 IE=914.50 (15") CBMH-282 SUMP STA: 0+00 RE=934.33 IE=926.62 (15" W) IE=926.62 (15" S) D=10.7 3.0' SUMP=923.62 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# 20XX-XX N: \ 0 0 3 3 4 1 5 . 0 4 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 4 S - S T F . D W G 19 10 ROSEMOUNT, MINNESOTA 10/19/23 CTY RMB EJK TALAMORE 4TH ADDITION STREET AND STORM SEWER CONSTRUCTION PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 4 T H A D D I T I O N 09/29/23 4125710/19/23 RYAN BLUHM 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 0'50'100'150' 1" = 50' 50' 10' or 5' 10-23-23 . . . . REVISED UTILITIES ON ACORN AVE . . . .PROJECT NUMBER: 0033415.04 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 Page 23 of 152 STREET 06 - ACORN AVENUE | UPPER 141ST STREET EAST 905 910 915 920 925 930 935 940 945 950 905 910 915 920 925 930 935 940 945 950 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 14+50 1.00% 1.00%-2.00%1.00% -2.00% 1.00% 1.00%-2.00%1.00% -2.00% PVI STA = 4+99.70 PVI ELEV = 936.23 PVI STA = 13+38.33 PVI ELEV = 932.22 L.P ELEV = 933.45 L.P. STA = 2+04.00 PVI STA = 1+50.00 PVI ELEV = 932.73 A.D. = 5.00% K = 36.00 180.00' VC PVC = 0+60.00 ELEV = 936.33 PVT = 2+40.00 ELEV = 933.63 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 H.P ELEV = 937.25 H.P. STA = 10+53.42 PVI STA = 10+70.09 PVI ELEV = 937.58 A.D. = -3.00% K = 33.33 100.00' VC PVC = 10+20.09 ELEV = 937.08 PVT = 11+20.09 ELEV = 936.58 CBMH-283 STA: 2+07 RE=932.99 IE=927.36 (15" S) IE=927.36 (15" E) D=5.6 149 LF-15" RCP CL 5 @ 0.50% CBMH-282 SUMP STA: 3+55 RE=934.33 IE=926.62 (15" W) IE=926.62 (15" S) D=10.7 3.0' SUMP=923.62 IE=927.73 (15" W) 378 LF-15" RCP CL 5 @ 0.33% CBMH-212 EX 18 LF-15" RCP CL 5 @ 0.33% EX CBMH-211 STA: 8+72 RE=935.14 IE=927.67 (15" E) IE=927.67 (15" SW) D=7.5 EX CBMH-209 STA: 8+14 RE=933.91 IE=930.18 (15" N) IE=927.45 (15" NE) IE=927.45 (15" S) D=6.5 CB-213 STA: 0+00 RE=933.12 IE=929.12 (15" S) D=4.0 31 LF-15" RCP CL 5 @ 0.46% CBMH-212 STA: 0+31 RE=933.15 IE=928.98 (15" N) IE=928.98 (15" W) D=4.2 93 4 . 9 6 93 3 . 4 6 93 4 . 2 3 93 5 . 2 3 93 6 . 2 3 93 7 . 2 3 93 6 . 7 3 93 5 . 2 6 93 5 . 8 8 93 6 . 8 8 93 6 . 9 3 93 4 . 9 9 93 2 . 9 9 93 3 . 8 6 93 3 . 7 3 93 4 . 7 3 93 5 . 7 3 93 6 . 7 3 93 7 . 3 6 93 5 . 7 6 93 5 . 3 9 93 6 . 3 8 93 7 . 2 5 93 5 . 9 9 93 3 . 9 9 PROPOSED ℄ GRADE (TYP.) PROPOSED ℄ SUBGRADE (TYP.) 1 2 3 4 1 2 3 4 5 6 7 12345 17 0 1 2 3 4 5 6 7 8 9 10 11 12 13 0 1 2 0 1 UPPER 141ST ST E AC O R N A V E UPPER 141ST ST E S S S WA T WA T WATWATWATWATWAT WAT WAT WATWAT WA T WA T W HH POH POH POH POH POH POH POH POH POH POH POH POH POH POH 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 WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT SE E S H E E T 10 EX CB-255 EX CB-210CBMH-282 SUMP CBMH-212 CB-213 CBMH-283 REMOVE PLUG & CONNECT TO EX. STORM 15" IE=927.73 60 ' RO W 32 ' F- F 5' CONC SIDEWALK 1' INSIDE ROW 5' CONC SIDEWALK 1' INSIDE ROW EX CBMH-211 CB-284 END STREET & SIDEWALK CONSTRUCTION AT STA 13+38 INSTALL (2) TYPE III BARRICADES BEGIN STREET & SIDEWALK CONSTRUCTION AT STA 8+80 SALVAGE (2) TYPE III BARRICADES END STREET & SIDEWALK CONSTRUCTION AT STA 4+61 SALVAGE (2) TYPE III BARRICADES ADJUST GV (TYP) ADJUST MH (TYP) 32 ' F- F 60 ' RO W SURMOUNTABLE CURB & GUTTER (TYP) SURMOUNTABLE CURB & GUTTER (TYP) 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# 20XX-XX N: \ 0 0 3 3 4 1 5 . 0 4 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 4 S - S T F . D W G 19 11 ROSEMOUNT, MINNESOTA 10/19/23 CTY RMB EJK TALAMORE 4TH ADDITION STREET AND STORM SEWER CONSTRUCTION PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 4 T H A D D I T I O N 09/29/23 4125710/19/23 RYAN BLUHM 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 0'50'100'150' 1" = 50' 50' 10' or 5' 10-23-23 . . . . REVISED UTILITIES ON ACORN AVE . . . .PROJECT NUMBER: 0033415.04 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 Page 24 of 152 CONNEMARA TRAIL 895 900 905 910 915 920 925 930 935 940 945 950 895 900 905 910 915 920 925 930 935 940 945 950 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 30+50 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 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 PVI STA = 29+14.20 PVI ELEV = 932.40 1.00% 1.00% -2.00% -1.00% 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 52 LF-18" RCP CL 5 @ 0.40% CBMH-109 STA: 0+00 RE=929.97 IE=925.48 (18" N) IE=925.08 (24" W) D=4.9 102 LF-24" RCP CL 3 @ 0.22% CBMH-106A STA: 22+50 RE=934.61 IE=924.09 (24" E) IE=924.09 (24" W) D=10.5 150 LF-24" RCP CL 3 @ 0.22% CBMH-107 300 LF-24" RCP CL 3 @ 0.22% CBMH-109 52 LF-15" RCP CL 5 @ 1.00%CB-108 STA: 0+52 RE=932.59 IE=928.59 (15" S) D=4.0CBMH-107 STA: 0+00 RE=932.59 IE=928.07 (15" N) IE=924.42 (24" E) IE=924.42 (24" W) D=8.2 0.0' SUMP=924.42 139 LF-54" RCP CL 5 @ 0.15% IE=895.74 (54" E) 139 LF-54" RCP CL 5 @ 0.15% IE=895.53 (54" E) IE=923.86 (24" W) PROPOSED ℄ GRADE (TYP.) PROPOSED ℄ SUBGRADE (TYP.) INSTALL SALVAGED 54" STORM SEWER BULKHEAD CBMH-110 STA: 0+52 RE=929.97 IE=925.89 (15" W) IE=925.89 (15" NE) IE=925.69 (18" S) D=4.3 SALVAGE 54" STORM SEWER BULKHEAD 7 8 9 10 11 12 13 14 15 16 0 0 1 CONNEMARA TRAIL CONNEMARA TRAIL AS T E R C T S S S ST ST ST STWA T WA T WA T WA T WA T WA T WAT WAT WAT WAT WAT WAT WAT WAT CBMH-109 10 0 ' RO W 52 ' F- F EX CBMH-106 EX STMH-501 CBMH-106A CBMH-107 CB-108 EX STMH-500 CB-110A CBMH-110 REMOVE PLUG & CONNECT TO EX. STORM 24" IE=923.86 REMOVE PLUG & CONNECT TO EX. STORM 54" IE=895.74 STORM STUB 54" IE=895.53 END STREET & SIDEWALK CONSTRUCTION AT STA 29+14 SALVAGE (2) TYPE III BARRICADES BEGIN STREET & SIDEWALK CONSTRUCTION AT STA 21+28 SALVAGE (2) TYPE III BARRICADES ADJUST GV (TYP) 12 ' 14 ' 14 ' 12 ' 8' BITUMINOUS TRAIL 1' INSIDE ROW (TYP) 5' CONC SIDEWALK 1' INSIDE ROW (TYP) B618 CURB & GUTTER (TYP) 4" SOLID WHITE LATEX LINE SE E S H E E T 8 4" DOUBLE SOLID YELLOW LATEX LINE 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# 20XX-XX 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# 20XX-XX N: \ 0 0 3 3 4 1 5 . 0 4 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 4 S - S T F . D W G 19 12 ROSEMOUNT, MINNESOTA 10/19/23 CTY RMB EJK TALAMORE 4TH ADDITION STREET AND STORM SEWER CONSTRUCTION PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 4 T H A D D I T I O N 09/29/23 4125710/19/23 RYAN BLUHM 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 0'50'100'150' 1" = 50' 50' 10' or 5' 10-23-23 . . . . REVISED UTILITIES ON ACORN AVE . . . .PROJECT NUMBER: 0033415.04 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 Page 25 of 152 7 0 0 UPPER 143RD ST E AR B O R V I T A E C I R 5.00%2.50% 2. 0 0 % 925.45 925.74 926.29 926.03 923.80926.99 925.15 4.4%3.2% 4.6% 5.0% 4.6 7 % 927.30 924.11 2. 0 % 2. 0 % 925.98 925.98 4.6 7 % 2.00%2.00% 1. 0 0 % 3.57 % 1. 0 0 % 926.23 4.0% CBMH-215 RE=927.70 CBMH-215A RE=925.83 CBMH-215B RE=925.83 CBMH-214 SUMP RE=927.70 1 2 3 4 5 7 17 1 2 UPPER 144TH CT E 939.97 940.14939.27 939.76 939.86 939.44 939.54 940.04 940.56939.69 2. 0 % 2. 0 % 2.00%2.00% 0.60% 1.0 4 % 0. 6 0 % 1.58 % 1.2% 1.5% 1.6% 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# 20XX-XX N: \ 0 0 3 3 4 1 5 . 0 4 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 4 S - S S F . D W G 19 13 ROSEMOUNT, MINNESOTA 10/19/23 CTY RMB EJK TALAMORE 4TH ADDITION INTERSECTION DETAILS 16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 4 T H A D D I T I O N 09/29/23 4125710/19/23 RYAN BLUHM 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' 10-23-23 . . . . REVISED UTILITIES ON ACORN AVE . . . .PROJECT NUMBER: 0033415.04 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 Page 26 of 152 1 2 3 ARBORVIT A E C I R 3.5 0 %3.5 0 % HP 2+36.71 ELEV 931.70 928.77 928.46 928.46 930.30930.30 931.70 931.39 931.28 931.12 931.12 4 . 5 5 % 1 . 6 0 % 0.53% 0.5 3 % 1.5 9 % 4.5 5 % 930.61 930.61 931.43 931.43 3. 7 3 % 1. 5 0 % 2.0% 2. 0 % 2.0% 2.0%2.0% 2.0% 2.0% 2 3 0 1 2 UPPER 141ST ST E 1.00% LP 2+04.00 ELEV 933.45 2. 7 0 % 2. 7 0 % 2 .5 5 % 2.55% LP 1 + 0 7 . 8 0 EL E V 9 3 2 . 1 4 934.34 933.73 2.0 % 2. 0 % 2.0 % 934.00 933.42 932.07 932.05 933.42 933.14 931.83 932.36 932.38 2.0% 2.0% 2. 0 % 2.0%2.0% 2. 0 % CBMH-284 RE=931.68 CBMH-283 RE=932.99 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# 20XX-XX N: \ 0 0 3 3 4 1 5 . 0 4 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 4 S - S S F . D W G 19 14 ROSEMOUNT, MINNESOTA 10/19/23 CTY RMB EJK TALAMORE 4TH ADDITION INTERSECTION DETAILS 16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 4 T H A D D I T I O N 09/29/23 4125710/19/23 RYAN BLUHM 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' 10-23-23 . . . . REVISED UTILITIES ON ACORN AVE . . . .PROJECT NUMBER: 0033415.04 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 Page 27 of 152 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 0 1 2 0012 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 11 12 1 3 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 0 1 2 3 0 1 2 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 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 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 NWLNWL NW L NW L NW L NWL NWL NWL NWL 14 3 R D S T E A S T E MH ST S CS S W HH XXXXXXXXXX POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH 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 STOSTOSTOSTOSTO STO STO S T O S S S SS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SS SA N SA N SA N SA N SAN SAN SA N SA N SA N SA N SA N SA N SAN SANSANSAN SA N SA N SA N SA N SANSANSAN SAN SA N SA N SA N SA N SA N SAN SAN SAN SAN SANSANSAN SA N SA N SANSAN SA N S A N SANSANSAN SA N SAN ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST WA T WA T WA T WA T WA T WAT WAT WAT WAT WAT WAT WATWAT WATWATWATWATWATWAT W A T W A T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WAT WAT WA T WA T WA T WA T WA T WA T WA T WA T WA T W A T WAT WATWATWATWAT WATWATWATWATWAT WA T WA T WA T WA T WAT WAT WAT WAT WAT WA T WA T WA T WA T WA T WA T S 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 STREET LIGHT (TYP) EXISTING STREET LIGHT (TYP) UPPER 143RD St E ARBORVITAE CIRCLE 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# 20XX-XX N: \ 0 0 3 3 4 1 5 . 0 4 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 4 S - S S 0 1 . D W G 19 15 ROSEMOUNT, MINNESOTA 10/19/23 CTY RMB EJK TALAMORE 4TH ADDITION SIGNAGE AND LIGHTING PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 4 T H A D D I T I O N 09/29/23 4125710/19/23 RYAN BLUHM 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 0'100'200'300' 1" = 100' 100' 20' or 10' 10-23-23 . . . . REVISED UTILITIES ON ACORN AVE . . . .PROJECT NUMBER: 0033415.04 STRIPING, SIGNAGE, AND LIGHTING LEGEND SIGN (SINGLE POST) EXISTING PROPOSED SIGN (DOUBLE POST) STREET LIGHT CROSSWALK STRIPING Page 28 of 152 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# 20XX-XX N: \ 0 0 3 3 4 1 5 . 0 4 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 4 S - D T 0 1 . D W G 19 16 ROSEMOUNT, MINNESOTA 10/19/23 CTY RMB EJK TALAMORE 4TH ADDITION DETAILS 16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 4 T H A D D I T I O N 09/29/23 4125710/19/23 RYAN BLUHM LENNAR CORPORATION © 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 ### ## or ## . . . . . . . . . .PROJECT NUMBER: 0033415.04 ' *SANITARY SEWER SERVICE CONNECTION SHALL BE WITH A DIP TEE IN LIEU OF A WYE AND C900 SERVICE PIPE FOR MAINLINE DEPTHS GREATER THAN 20 FEET *MODIFIED FOR MULTIFAMILY UNITS VARIES SEE PLAN PR O P E R T Y L I N E Page 29 of 152 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# 20XX-XX N: \ 0 0 3 3 4 1 5 . 0 4 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 4 S - D T 0 1 . D W G 19 17 ROSEMOUNT, MINNESOTA 10/19/23 CTY RMB EJK TALAMORE 4TH ADDITION DETAILS 16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 4 T H A D D I T I O N 09/29/23 4125710/19/23 RYAN BLUHM LENNAR CORPORATION © 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 ### ## or ## . . . . . . . . . .PROJECT NUMBER: 0033415.04 Page 30 of 152 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# 20XX-XX N: \ 0 0 3 3 4 1 5 . 0 4 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 4 S - D T 0 1 . D W G 19 18 ROSEMOUNT, MINNESOTA 10/19/23 CTY RMB EJK TALAMORE 4TH ADDITION DETAILS 16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 4 T H A D D I T I O N 09/29/23 4125710/19/23 RYAN BLUHM LENNAR CORPORATION © 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 ### ## or ## . . . . . . . . . .PROJECT NUMBER: 0033415.04 Page 31 of 152 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# 20XX-XX N: \ 0 0 3 3 4 1 5 . 0 4 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 4 S - D T 0 1 . D W G 19 19 ROSEMOUNT, MINNESOTA 10/19/23 CTY RMB EJK TALAMORE 4TH ADDITION DETAILS 16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 4 T H A D D I T I O N 09/29/23 4125710/19/23 RYAN BLUHM LENNAR CORPORATION © 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 ### ## or ## . . . . . . . . . .PROJECT NUMBER: 0033415.04 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 (TO STA 29+14) 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 (TO STA 21+28) 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 BASE24" 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 BASE24" 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' BITUMINOUS TRAIL SECTION FOR CONNEMARA TRAIL 2" MnDOT TYPE SP 9.5 WEARING COURSE MIXTURE (2,B)(SPWEA240B)(2360) 6" MnDOT SPEC. 3138 CLASS 5 AGGREGATE BASE, 100% CRUSHED SCARIFY AND RECOMPACT SUBGRADE (INCIDENTAL) Page 32 of 152 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 C V P . D W G TA L A M O R E © 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 . FINAL PLANS TALAMORE ROSEMOUNT, MINNESOTA PREPARED FOR: LENNAR CORPORATION 16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA CONTACT: JOE JABLONSKI PHONE: 952-249-3014 EMAIL: JOE.JABLONSKI@LENNAR.COM SITE Vicinity Map (NOT TO SCALE) SHEETSREVISIONDATENO. 01 02/13/2023 UPDATED SITE PLAN ALL 02 03/30/2023 UPDATED SITE PLAN ALL 03 08/10/2023 MAIN ENTRY MONUMENT ADDITION ALL 04 11/02/2023 4TH ADDITION SITE PLAN ALL .. .. .. .. .. .. FOR FOR LANDSCAPE PLANS PREPARED BY: PROJECT NUMBER: 0033415.00 CONTACT: JOHN BENDER Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free FINAL PLANS TALAMORE ROSEMOUNT, MINNESOTA FOR FOR LANDSCAPE PLANS INITIAL SUBMITTAL DATE: 08/22/2022 SHEET: 1 OF 8 PROJECT NUMBER: 0033415.00 Sheet List Table SHEET NUMBER SHEET TITLE 1 COVER 2 OVERALL LANDSCAPE PLAN 3 LANDSCAPE PLAN 4 LANDSCAPE PLAN 5 LANDSCAPE PLAN 6 LANDSCAPE PLAN 7 LANDSCAPE NOTES & DETAILS 8 LANDSCAPE NOTES & DETAILS Page 33 of 152 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 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 S S S S S SS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SANSANSAN SA N SAN SANSAN SA N SA N SA N SAN SA N SA N SAN SAN SA N SA N S A N SA N SA N SAN SA N SAN SA N SA N SAN SA N STST ST ST ST ST ST ST ST ST ST ST ST ST ST WAT WAT WAT WA T WA T WA T WA T WA T WA T WA T WA T WA T WAT WAT WAT WATWATWATWATWAT WA T W A T WAT WAT WAT WAT WAT WAT WA T WA T WA T WA T WA T WA T WATWAT WAT WA T WA T WA T WAT WAT WAT WAT 1 2 3 4 1 2 3 4 5 6 71 2 3 4 5 6 7 12345 1 2 3 4 8 7 6 54 3 1 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 2-4TH ADDN 3-4TH ADDN 1-4TH ADDN 4-4TH ADDN 5-4TH ADDN FUTURE CITY PARK 7-4TH ADDN 8-4TH ADDN 17 1 2 3 6-4TH ADDN PIPELINE EASEMENTPER DOC NO. 3536297 CONNEMARA TRAIL CONNEMARA TRAIL UPPER 144TH CT E UPPER 143RD ST E UPPER 141ST ST E AC O R N A V E AR B O R V I T A E C I R AS T E R C T UPPER 141ST ST 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 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 11/02/2023 . . . © 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 08/22/2022 5377411/02/2023 NICHOLAS T. MEYER LENNAR CORPORATION Common Ground Alliance Call 48 Hours before digging: 811 or call811.com #### ### OR ### 02/13/2023 03/30/2023 08/10/2023 11/02/2023 . UPDATED SITE PLAN UPDATED SITE PLAN MAIN ENTRY MONUMENT ADDITION 4TH ADDITION SITE PLAN . 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' 299 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 22 22 5 AS SHOWN6' HT., BB H 60'-80' W 25'-30'POP Ponderosa Pine / Pinus ponderosa10 5 100 6' HT., BB AS SHOWN H 40'-50' W 15'-30'CCF Concolor Fir / Abies concolor23 Northern Catalpa / Catalpa speciosa 2.5" BB AS SHOWN H 50'-75' W 50'RVB River Birch / Betula nigra 16 4 15 20 17 26 36 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: 404 TREES * STREET TREES: 260 TREES * BUFFER DECIDUOUS TREES: 39 TREES * BUFFER EVERGREEN TREES: 100 TREES * BUFFER ORNAMENTAL TREES: 5 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 :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 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'23 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) Page 34 of 152 GGGGGGGGGG X S SA N SA N SA N SA N STST ST ST ST WA T WA T WA T WA T WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT 9 10 11 12 13 14 15 PIPELINE EASEMENT PER DOC NO. 3536297 CONNEMARA TRAIL CONNEMARA TRAIL 4 REO 2 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 6 WHP 1 KEC 2 RVB 2 AGG 2 FFM 1 RVB 1 ACE 2 KEC 1 RVB 2 AGG 1 FFM 1 RVB 2 ACE 1 RVB 2 AGG 3 SDC 2 REL 2 NWM 2 SDC MAIN ENTRY MONUMENT (BY OTHERS) 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 3 PROJECT NUMBER: 0033415.00 ROSEMOUNT, MINNESOTA 11/02/2023 . . . © 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 08/22/2022 5377411/02/2023 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' 02/13/2023 03/30/2023 08/10/2023 11/02/2023 . UPDATED SITE PLAN UPDATED SITE PLAN MAIN ENTRY MONUMENT ADDITION 4TH ADDITION SITE PLAN . 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA Page 35 of 152 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 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 S S S S S SS S S S S S S S SANSANSANSANSANSANSANSANSAN SA N SA N SA N SA N SAN SAN SAN SAN SANSANSANSANSANSANSANSAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SANSANSANSAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SANSANSAN SAN SAN STST ST ST ST ST ST 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 WA T WA T WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WA T WA T WA T WA T W A T WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT 54 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 FUTURE CITY PARK 7-4TH ADDN 8-4TH ADDN 17 CONNEMARA TRAIL CONNEMARA TRAIL UPPER 144TH CT E AS T E R C T 5 VFE 6 REO 5 SKH 6 VFE 6 ACE 5 RSM 6 SWO 6 ACE 6 RSM 1 NWM 1 HAK 2 NWM 3 NWM 1 NWM 4 REO 4 REL 4 REL 3 REL 1 NWM 1 HAK 2 NWM 2 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 6 WHP 1 KEC 2 RVB 2 AGG 2 FFM 1 RVB 1 ACE 2 KEC 1 RVB 2 AGG 1 FFM 1 RVB 2 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 AGG 2 FFM 1 CAT 1 FFM 1 ACE 3 NOS 2 AGG 2 CAT 1 AGG 2 FFM 3 SDC 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 2 SDC MAIN ENTRY MONUMENT (BY OTHERS) 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 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 11/02/2023 . . . © 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 08/22/2022 5377411/02/2023 NICHOLAS T. MEYER LENNAR CORPORATION CONSTRUCTION PLANS Common Ground Alliance Call 48 Hours before digging: 811 or call811.com ### ### OR ## 02/13/2023 03/30/2023 08/10/2023 11/02/2023 . UPDATED SITE PLAN UPDATED SITE PLAN MAIN ENTRY MONUMENT ADDITION 4TH ADDITION SITE PLAN . 0'50'100'150' 1" = 50' Page 36 of 152 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 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 S S S S S S SS S S S S S S S S S S S S S SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SANSANSANSAN SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN SANSANSAN SAN SAN SA N S A N S A N SA N SA N SA N SAN SAN SAN SAN SAN SA N SA N SA N ST ST ST ST ST ST ST WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT 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 WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WAT WAT WAT WAT WAT WAT WATWATWAT WA T WA T WA T WA T WA T WA T W A T W A T W A T W A T WAT WAT WAT 1 2 3 4 8 7 6 54 3 1 2 5-4TH ADDN FUTURE CITY PARK 7-4TH ADDN 1 2 3 6-4TH ADDN UPPER 143RD ST E AR B O R V I T A E C I R 5 SGM 6 VFE 5 REO 5 SKH 5 VFE 6 REO 6 RSM 5 SWO 4 ACE 4 WHO 6 FYL 6 SGM 5 WHO 6 FYL 8 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 :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 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 11/02/2023 . . . © 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 08/22/2022 5377411/02/2023 NICHOLAS T. MEYER LENNAR CORPORATION CONSTRUCTION PLANS Common Ground Alliance Call 48 Hours before digging: 811 or call811.com ### ### OR ## 02/13/2023 03/30/2023 08/10/2023 11/02/2023 . UPDATED SITE PLAN UPDATED SITE PLAN MAIN ENTRY MONUMENT ADDITION 4TH ADDITION SITE PLAN . 0'50'100'150' 1" = 50' Page 37 of 152 G G G G G G G G G G G GG GG GG G G G G GG 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 G G G G G G G G G G G GG GG GG G G G G GG 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 SAN SAN SAN SAN SAN SAN SAN SAN WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT S S S S S S S S S S S S S S S S S S SA N SAN SAN SA N SANSANSANSAN SAN SAN SAN SAN SA N SA N SA N SA N SA N SA N S A N S A N S A N SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SA N SA N SA N SAN ST ST ST ST ST ST WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WA T WA T WA T WA T WA T WAT WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WATWATWATWATWAT WAT WAT WATWAT WA T WA T WA T WA T WA T WA T W A T WA T W A T W A T WAT WAT WAT 1 2 3 4 1 2 3 4 5 6 71 2 3 4 5 6 7 12345 1 2 3 4 8 2-4TH ADDN 3-4TH ADDN 1-4TH ADDN 4-4TH ADDN 5-4TH ADDN 1 2 3 6-4TH ADDN UPPER 143RD ST E UPPER 141ST ST E AC O R N A V E AR B O R V I T A E C I R UPPER 141ST ST E 6 FYL 4 SGM 6 WHO 6 FYL 6 SGM 5 WHO 4 FYL 4 FYL 5 SGM 6 SKH 6 VFE 5 REO 6 RSM 5 SWO 6 SGM 5 WHO 6 FYL 8 SGM 4 FYL 4 SGM 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 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 6 PROJECT NUMBER: 0033415.00 ROSEMOUNT, MINNESOTA 11/02/2023 . . . © 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 08/22/2022 5377411/02/2023 NICHOLAS T. MEYER LENNAR CORPORATION CONSTRUCTION PLANS Common Ground Alliance Call 48 Hours before digging: 811 or call811.com ### ### OR ## 02/13/2023 03/30/2023 08/10/2023 11/02/2023 . UPDATED SITE PLAN UPDATED SITE PLAN MAIN ENTRY MONUMENT ADDITION 4TH ADDITION SITE PLAN . 0'50'100'150' 1" = 50' Page 38 of 152 DRIVEWAY TYP.DRIVEWAY TYP. PATIO PATIO PATIO PATIO STOOP STOOP STOOP STOOP DRIVEWAY TYP.DRIVEWAY TYP. WALK SOD ASD PAH 4 PES FNA 3 ASD PAH8 WALK WALK WALK SOD ASD PAH4 PES FNA3 1-CAV 2-CAV 2-CAV 2-CAV 2-CAV EDGING (TYP) SHREDDED HARDWOOD MULCH (TYP) EDGING (TYP) SHREDDED HARDWOOD MULCH (TYP) 1-HSA 5-ABH 1-HSA 5-ABH 2-NFS 2-NFS 4-NFS SOD DRIVEWAY TYP.DRIVEWAY TYP. PATIOPATIOPATIOPATIO STOOPSTOOPSTOOPSTOOP DRIVEWAY TYP.DRIVEWAY TYP. WALK SOD ASD PAH4 PES FNA3ASD PAH 8 WALKWALKWALK SOD ASD PAH 4 PES FNA 3 1-CAV2-CAV2-CAV2-CAV2-CAV EDGING (TYP) SHREDDED HARDWOOD MULCH (TYP) EDGING (TYP) SHREDDED HARDWOOD MULCH (TYP) 1-HSA 5-ABH 1-HSA 5-ABH 2-NFS2-NFS 4-NFS SOD PATIO STOOPSTOOP DRIVEWAY TYP.DRIVEWAY TYP. ASD PAH 8 WALKWALK 2-CAV2-CAV 4-NFS SOD 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 7 PROJECT NUMBER: 0033415.00 ROSEMOUNT, MINNESOTA 11/02/2023 . . . © 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 NOTES & DETAILS16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA TA L A M O R E 08/22/2022 5377411/02/2023 NICHOLAS T. MEYER LENNAR CORPORATION CONSTRUCTION PLANS 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com ### ### OR ## 02/13/2023 03/30/2023 08/10/2023 11/02/2023 . UPDATED SITE PLAN UPDATED SITE PLAN MAIN ENTRY MONUMENT ADDITION 4TH ADDITION SITE PLAN . TOWNHOUSE FOUNDATION PLANTING DETAILS - 4 UNIT (5 TOTAL, TYP) NOTES: ·QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. ·CONTRACTOR TO SUBSTITUTE USING SHADE ALTERNATE SPECIES AS DETERMINED BY SOLAR ORIENTATION OF BUILDING (IE NORTH SIDE PLANTS RECEIVE SHADE ALTERNATE PLANTS). SEE RESPECTIVE PLANT KEY FOR ALTERNATE SPECIES SUBSTITUTIONS. ·TYPICAL DETAIL IS AN EXAMPLE. CHECK EACH INDIVIDUAL BUILDING FOR DIFFERENCES IN LAYOUT THAT WILL AFFECT PLANTING PLAN. ·DOUBLE SHREDDED HARDWOOD BARK MULCH TO BE USED AT 3" DEPTH WITH VINYL EDGER ON ALL LANDSCAPE PLANTING BEDS. ·SEE LANDSCAPE PLAN FOR STREET AND BOULEVARD TREE LOCATIONS. COMMON/BOTANICAL NAMECODE SIZE SPACING O.C.TYPE SHRUBS & PERENNIALS Compact American Viburnum / Viburnum trilobum 'Bailey Compact'CAV 5'-0" O.C.#5 CONT. no changeshade alt: Neon Flash Spirea / Spiraea japonica 'Neon Flash'NFS 3'-0" O.C.#5 CONT. no changeshade alt: Apricot Sparkles Daylily / Hemerocallis 'Apricot Sparkles'ASD 18" O.C.#1 CONT. PAHshade alt:18" O.C.#1 CONT. 10'20' NORTH VARIES QUANTITY 0' SUN ALTERNATIVE SHADE ALTERNATIVE PES 18" O.C.#1 CONT. shade alt:18" O.C.#1 CONT. Holmstrup Arborvitae / Thuja occidentalis 'Holmstrup'HSA 4'-0" O.C.#7 CONT. no changeshade alt: Purple Emperor Sedum / Sedum 'Purple Emperor' Patriot Hosta / Hosta 'Patriot' QTY. 4 UNIT 9 8 16 6 2 Annabelle Hydrangea / Hydrangea arborescens 'Annabelle'ABH 4'-0" O.C.#5 CONT. no changeshade alt: 10 20' FNA Fanal Astilbe / Astilbe x arendsii 'Fanal' TOWNHOUSE FOUNDATION PLANTING PLAN - 4 UNIT (5 TOTAL, TYP) LEGEND TOWNHOUSE FOUNDATION PLANTING DETAILS - 6 UNIT (11 TOTAL, TYP) NOTES: ·QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. ·CONTRACTOR TO SUBSTITUTE USING SHADE ALTERNATE SPECIES AS DETERMINED BY SOLAR ORIENTATION OF BUILDING (IE NORTH SIDE PLANTS RECEIVE SHADE ALTERNATE PLANTS). SEE RESPECTIVE PLANT KEY FOR ALTERNATE SPECIES SUBSTITUTIONS. ·TYPICAL DETAIL IS AN EXAMPLE. CHECK EACH INDIVIDUAL BUILDING FOR DIFFERENCES IN LAYOUT THAT WILL AFFECT PLANTING PLAN. ·DOUBLE SHREDDED HARDWOOD BARK MULCH TO BE USED AT 3" DEPTH WITH VINYL EDGER ON ALL LANDSCAPE PLANTING BEDS. ·SEE LANDSCAPE PLAN FOR STREET AND BOULEVARD TREE LOCATIONS. COMMON/BOTANICAL NAMECODE SIZE SPACING O.C.TYPE SHRUBS & PERENNIALS Compact American Viburnum / Viburnum trilobum 'Bailey Compact'CAV 5'-0" O.C.#5 CONT. no changeshade alt: Neon Flash Spirea / Spiraea japonica 'Neon Flash'NFS 3'-0" O.C.#5 CONT. no changeshade alt: Apricot Sparkles Daylily / Hemerocallis 'Apricot Sparkles'ASD 18" O.C.#1 CONT. PAHshade alt:18" O.C.#1 CONT. QTY. 6 UNIT 13 12 24 10'20' NORTH VARIES QUANTITY 0' SUN ALTERNATIVE SHADE ALTERNATIVE PES 18" O.C.#1 CONT. shade alt:18" O.C.#1 CONT. 6 Holmstrup Arborvitae / Thuja occidentalis 'Holmstrup'HSA 4'-0" O.C.#7 CONT. no changeshade alt: 2 Purple Emperor Sedum / Sedum 'Purple Emperor' Patriot Hosta / Hosta 'Patriot' Annabelle Hydrangea / Hydrangea arborescens 'Annabelle'ABH 4'-0" O.C.#5 CONT. no changeshade alt: 10 20' FNA Fanal Astilbe / Astilbe x arendsii 'Fanal' TOWNHOUSE FOUNDATION PLANTING PLAN - 6 UNIT (11 TOTAL, TYP) LEGEND Page 39 of 152 WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T 10.00 10.00 20.47 20.00 FUTURE 5' CONCRETE SIDEWALK (TYP.) SHREDDED HARDWOOD BARK MULCH (TYP.) 5' CONCRETE SIDEWALK (TYP.) R.O.W. (TYP.) EDGER (TYP.) MAIN ENTRY MONUMENT (BY OTHERS) 4-LDN 4-LDN 8-BNS 18-BGS 10-RMS 12-LSR 18-BGS 8-BNS 13-AFS 7-GVB R.O.W. (TYP.) AN S T O N A V E . CONNEMARA TRAIL 8.50 26.50 8-BOH 5-KFG 5-KFG 10-RMS 12-LSR 5-MEJ 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 8 PROJECT NUMBER: 0033415.00 ROSEMOUNT, MINNESOTA 11/02/2023 . . . © 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 NOTES & DETAILS16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA TA L A M O R E 08/22/2022 5377411/02/2023 NICHOLAS T. MEYER LENNAR CORPORATION CONSTRUCTION PLANS 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com ### ### OR ## 02/13/2023 03/30/2023 08/10/2023 11/02/2023 . UPDATED SITE PLAN UPDATED SITE PLAN MAIN ENTRY MONUMENT ADDITION 4TH ADDITION SITE PLAN . 1.CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5.CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6.ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 13.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 14.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 15.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 16.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 17.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF SHREDDED HARDWOOD MULCH. SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 18.EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 19.ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. PARKING LOT ISLANDS TO BE SODDED WITH SHREDDED HARDWOOD MULCH AROUND ALL TREES AND SHRUBS. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED AND PER MN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. 20.PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. 21.CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 23.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. PLANTING NOTES 0'10'20'30' 1" = 10' LAST REVISED: 10/19/18DECIDUOUS TREE PLANTING LA28 N.T.S. SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE WITH FINISHED SITE GRADE. REFER TO AMERICAN STANDARD FOR NURSERY STOCK FOR MINIMUM BALL SIZE. ROOT FLARE TO BE PLANTED AT OR NEAR FINISHED GROUNDLINE. SCARIFY SIDES AND BOTTOM OF HOLE. BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. FORM 3" DEEP WATERING BASIN. PLACE MULCH, DEPTH AS SPECIFIED, OVER PLANT PITS - DO NOT PILE AGAINST TRUNK. TREE WRAP MATERIAL FROM GROUNDLINE UPWARD TO FIRST BRANCHES, AS REQUIRED. PRUNE OUT MISDIRECTED BRANCHES. PROVIDE ONE CENTRAL LEADER. GUYING AND STAKING, AS REQUIRED, FOR ONE (1) YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES: TOP STAKES 5' ABOVE GROUND (MAX.) OR TO FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.) BELOW GROUND. STAKING POSTS TO BE 2"X2" STAINED WOOD OR PAINTED STEEL DELINEATOR POSTS. PLACE 3 POSTS EQUIDISTANT AROUND AND OUTSIDE ROOT BALL. SECURE TREE TO POSTS WITH 16" LONG POLYPROPYLENE OR POLYETHYLENE, 40 MIL., 1.5" WIDE STRAP. 2X BALL DIAMETER SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE WITH FINISHED SITE GRADE. REFER TO AMERICAN STANDARD FOR NURSERY STOCK FOR MINIMUM BALL SIZE. ROOT FLARE TO BE PLANTED AT OR NEAR FINISHED GROUNDLINE. SCARIFY SIDES AND BOTTOM OF HOLE. BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. FORM 3" DEEP WATERING BASIN. PLACE MULCH, DEPTH AS SPECIFIED, OVER PLANT PITS - DO NOT PILE AGAINST TRUNK. PRUNE OUT MISDIRECTED BRANCHES. PROVIDE ONE CENTRAL LEADER. GUYING AND STAKING, AS REQUIRED, FOR ONE (1) YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES: TOP STAKES 5' ABOVE GROUND (MAX.) OR TO FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.) BELOW GROUND. STAKING POSTS TO BE 2"X2" STAINED WOOD OR PAINTED STEEL DELINEATOR POSTS. PLACE 3 POSTS EQUIDISTANT AROUND AND OUTSIDE ROOT BALL. SECURE TREE TO POSTS WITH 16" LONG POLYPROPYLENE OR POLYETHYLENE, 40 MIL., 1.5" WIDE STRAP. 2XBALL DIAMETER LAST REVISED: 10/19/18EVERGREEN TREE PLANTING LA29 N.T.S. PLANTING DETAILS (TYP.) LAST REVISED: 10/23/18SHRUB & PERENNIAL CONTAINER PLANTING LA27-C N.T.S. 2X CONT. DIAMETER SET CONTAINER ROOT SOIL ON UNDISTURBED SUBSOIL OR MILD COMPACTED SOIL FOR DEPTH TO MATCH FINISH GRADE SCARIFY SIDES AND BOTTOM OF HOLE. DEPTH PER CONTAINER SOIL DEPTH BACKFILL PLANT PIT WITH SPECIFIED PLANTING SOIL OR AS APPROVED EDGING AT PLANTING BEDS, AS SPECIFIED, ADJACENT TO LAWN AREAS MULCH AS SPECIFIED (AND FILTER FABRIC, AS INDICATED) REMOVE CONTAINER, SCARIFY SIDES, AND SET SOIL MASS ON COMPACTED SOIL BASE MOUND, MATCHING SHRUBS NATURAL GROUNDLINE WITH FINISHED GRADE ANSTON AVE. - ENTRY MONUMENT DETAIL COMMON/BOTANICAL NAME SIZE SPACING O.C.MATURE SIZEQTY.CODE #5 CONT.3' O.C.H 2'-3' W 3'GVB Green Velvet Boxwood / Buxus x 'Green Velvet' (COPF)7 ENTRY MONUMENT - PLANT SCHEDULE #3 CONT.30" O.C.H 48" W 30"KFG Karl Foerster Feather Reed Grass / Calamagrostis x acutiflora 'Karl Foerster'10 #5 CONT.4' O.C.H 3'-4' W 3'-4'LDN Little Devil Ninebark / Physocarpus opulifolius 'Donna May'8 #5 CONT.3' O.C.H 3' W 5'BNS Bird's Nest Spruce / Picea abies 'Nidiformis'16 #1 CONT.24" O.C.H 18" W 24"AFS Autumn Fire Sedum / Sedum x 'Autumn Fire'13 #1 CONT.12" O.C.H 12" W 12"RMS Rose Marvel Sage / Salvia nemorosa 'Rose Marvel'20 #1 CONT.18" O.C.H 26" W 18"LSR Little Spire Russian Sage / Perovskia 'Little Spire'24 DECIDUOUS SHRUBS - 23 EVERGREEN SHRUBS - 16 PERENNIALS & GRASSES - 103 NOT TO SCALE ENTRY MONUMENT - DIMENSIONS SCRI P T T O B E D E T E R M I N E D #5 CONT.3' O.C.BOH Bobo Hydrangea / Hydrangea paniculata 'ILVOBO'8 H 2'-3' W 3'-4' #1 CONT.12" O.C.H 6" W 12"BGS Bailey's Gold Sedum / Sedum 'Bailey's Gold'36 6' HT., BB AS SHOWN H 12'-15' W 4'-6'MEJ Medora Juniper / Juniperus scopulorum 'Medora'5 EVERGREEN TREES - 5 Page 40 of 152 \\wsbgvfiles01.wsbeng.local\projects\023997-000\Admin\Docs\2023.10.26 Submittal\2023_11_20 Talamore 4th Construction Plan Review.docx Memorandum To: Brian Erickson, City Engineer Nick Egger, Director of Public Works CC: Planning & Personnel Secretary From: Amanda Sachi PE, Kris Keller, PE, WSB Engineering Consultants Date: November 20, 2023 Re: Talamore 4th Addition Construction Plan Review WSB File Number 023997-000 SUBMITTAL: Lennar Corporation has submitted construction plans for the development Talamore 4th Addition which lies north of County Road 42, east of Emerald Isle 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 10.23.2023. The submittal included the following:  Final Plat  Construction Plans o Cover Sheet o Sanitary Sewer/Watermain o Storm Sewer/Streets o Signing and Lighting o Details FINAL PLAT Talamore 4th Addition consists of 38 single family lots, 16 townhouse lots, and extensions of Connemara Trail, a major collector street, and 4-5 local and private residential street segments. SANITARY SEWER AND WATERMAIN CONSTRUCTION PLAN 1. Provide information and utility agreements for extents of public/private streets and utilities along Upper 144th Ct and Aster Ct 2. Verify whether there is an issue with utility services for townhomes that fall on or near the property line along Upper 144th Ct and Aster Ct 3. Note the watermain section on the west end of Upper 143rd Street may have difficulty bleeding air from during testing. 4. Provide the next existing gate valve on the west end of Upper 143rd Street that will be shutoff for testing the watermain. 5. Shift the gate vale from the southern leg of the tee at Upper 143rd Street and Arborvitae Circle to the west leg a. The future extension will provide a gate valve to the east leg Page 41 of 152 Brian Erickson November 20, 2023 Page 2 \\wsbgvfiles01.wsbeng.local\projects\023997-000\Admin\Docs\2023.10.26 Submittal\2023_11_20 Talamore 4th Construction Plan Review.docx 6. The hydrant at the east end of Upper 143rd Street is in the roadway. a. A hydrant will need to be permanently near that location for fire protection b. Show paving limits relative to the hydrant location c. Consider shifting the hydrant out of the roadway d. Provide a temporary turnaround/cul de sac 7. Provide structure information for MH-32 in the profile 8. Clarify storm and sanitary sewer line types near MH-29A 9. Provide the next existing gate valve north of the watermain connection near MH-29A that will be shutoff for testing the watermain. 10. The easement for the sanitary sewer between MH-32 and MH-29A is ~20’ from center while the sanitary sewer is 25’ deep 11. Show the property lines on the Arborvitae Circle Plan View on sheet 5 of 19. 12. Realign the sanitary sewer and watermain at the intersection of Acorn Avenue and Upper 141st Street such that the sanitary sewer does not have a bend less than 90 degrees. 13. Shift the gate valve in the bubble at the intersection of Acorn Avenue and Upper 141st Street to the newly created cross to the north. 14. Provide a minimum 3 valves at the newly created cross to the north on Acorn Avenue 15. The hydrant at the east end of Upper 141st Street is in the roadway. a. A hydrant will need to be permanently near that location for fire protection b. Show paving limits relative to the hydrant location c. Consider shifting the hydrant out of the roadway d. Provide a temporary turnaround/cul de sac STREETS AND STORM SEWER 16. Show the proposed barricade location at the east end of Upper 143rd Street 17. The easement for the storm sewer between CBMH-214 and STMH-201 is ~10’ from center while the storm sewer is ~13’ deep 18. The easement for the storm sewer on the east end of Arborvitae Circle is ~8’ 19. The easement for the storm sewer east of the bubble at the intersection of Acorn Avenue and Upper 141st Street is ~9’ 20. Provide barricades for the north end of Acorn Avenue a. Show paving limits relative to the hydrant location b. Consider shifting the hydrant out of the roadway 21. The natural travel path of the bubble at the intersection of Acorn Avenue and Upper 141st Street seems unclear in both directions. This could lead to an increased risk of collision. Determine whether additional striping or signage is necessary. 22. Provide a temporary turnaround/cul de sac at the east end of Upper 141st Street a. A hydrant will need to be permanently near that location for fire protection b. Show paving limits relative to the hydrant location c. Consider shifting the hydrant out of the roadway d. Provide a temporary turnaround/cul de sac DETAILS 23. Change the cross slope direction arrow for drainage in the typical private street section to show cross drainage as indicated 24. Clarify whether the tipout curb shown in the typical private street section is surmountable or B612 SIGNAGE AND LIGHTING Page 42 of 152 Brian Erickson November 20, 2023 Page 3 \\wsbgvfiles01.wsbeng.local\projects\023997-000\Admin\Docs\2023.10.26 Submittal\2023_11_20 Talamore 4th Construction Plan Review.docx 25. Clarify whether the bubble at the intersection of Acorn Avenue and Upper 141st Street requires any additional striping or signage. INTERSECTION DETAILS 26. No comments SURFACE WATER MANAGEMENT The Surface Water Management plan review for the Talamore 4th Addition is forwarded in a separate memo. Comments included in the Surface Water Management review shall be incorporated in the project design. LANDSCAPE PLAN A Landscape plan was not submitted. Landscaping should not conflict with maintenance of the infrastructure. Tree plantings should allow space for access and maintenance of proposed infrastructure. 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. Page 43 of 152 \\wsbgvfiles01.wsbeng.local\projects\023997-000\Admin\Docs\2023.10.26 Submittal\2023_11_16 Talamore 4 - Stormwater Management Review.docx 70 1 X E N I A A V E N U E S | SU I T E 3 0 0 | MI N N E A P O L I S , M N | 55 4 1 6 | 76 3 . 5 4 1 . 4 8 0 0 | WS B E N G . C O M Memorandum To: City of Rosemount From: Laura Pietila, PE Bill Alms, PE Date: November 16, 2023 Re: Talamore 4th Stormwater Management Plan Review WSB Project No. 023997-000 We have completed a review of the documents provided for Talamore 4th (previously Bester Property) by Westwood Professional Services on October 26, 2023. Documents reviewed include:  23-10-23 Talamore Rev1 – 4th Addition Final Utility.pdf Applicant should provide responses to each comment. We offer the following comments below. Note that several of the provided comments remain from the Talamore 1st, 2nd, and 3rd Addition reviews. Grading, Drainage, and Erosion Control Comments: 1. General a. Submit an operation and maintenance agreement for the basins. i. To be completed with final plans. To be submitted by Lennar. b. Submit all required permits (NPDES, etc.). i. To be completed with final plans. c. Provide a geotechnical report and infiltration testing once complete. d. Submit grading and erosion control plans for Talamore 4th Addition. 2. Ponds and Wetlands a. The Comprehensive Planned normal water level of regional basin 3073 is 922. The proposed basin has a normal water level 10-feet below that. b. The normal water level of the Emerald Isle pond which discharges to basin 3073 is 924. Groundwater seepage issues are anticipated with basin 3073’s normal water level located 12-feet below the adjacent basin. i. Noted that groundwater influence will be reviewed in the final design process. If analysis shows the potential for issues, the Bester Pond will be lined. Discussions regarding the need for a liner are ongoing with the City staff. 3. Storm Sewer Design a. Inlets should be located such that 3 cfs is the maximum flow at the inlet for the 10-year design storm event and does not exceed the applicable spread design for the road. Please submit these calculations and review the flow to CBMH 283. b. Limit hydraulic head increase by matching flow lines at structures (CBMH 109, CBMH 110, CBMH 215). Page 44 of 152 Talamore 4th 11/16/2023 Page 2 \\wsbgvfiles01.wsbeng.local\projects\023997-000\Admin\Docs\2023.10.26 Submittal\2023_11_16 Talamore 4 - Stormwater Management Review.docx c. Submit updated storm sewer design calculations. The following items do not match the latest calculations: i. Pipe slope from CB-284 to CBMH-283. ii. Pipe slope from CBMH-282 to STMH-281. iii. Pipe slope from CBMH-283 to CBMH-282. iv. Pipe slope from CB-213 to CBMH-212. d. How will the 15” and 18” pipes after CBMH-212 be connected when the transition occurs mid pipe run and not at a structure? This type of transition is generally not recommended. e. Storm sewer construction is shown outside of the salmon phasing limits in several locations. Extend phasing limits. Page 45 of 152 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: November 17, 2023 Subject: Talamore 4th Addition The Parks and Recreation Department recently reviewed the plans for the Talamore 4th addition final plat. After reviewing the plans, the Parks and Recreation Department staff has the following comments: Parks Dedication The parks dedication for the 4th addition will be a cash in-lieu of land payment in the amount of $174,800 (38 low density units x $3,400 and 16 medium density units x $2,850). Please let me know if you have any questions about this memo. Page 46 of 152 EXECUTIVE SUMMARY Planning Commission Regular Meeting: November 28, 2023 AGENDA ITEM: Request by CA Gear for approval of Rezoning, a Major Amendment to the Custom Apparel Planned Unit Development Agreement, and a Conditional Use Permit to construct a 7,400 square foot addition onto the existing sportswear manufacturing and athletic training facility. AGENDA SECTION: PUBLIC HEARINGS PREPARED BY: Julia Hogan, Planner AGENDA NO. 6.a. ATTACHMENTS: Site Location, Project Narrative, Property Survey, Site Plan with Detail Sheets, Grading, Draining and Erosion Control Plan, Landscape Plan, Architectural Elevations , Engineer's Memo Dated November 20, 2023, Stormwater Review Memo Dated November 20, 2023 APPROVED BY: AK, AN RECOMMENDED ACTION: 1. Motion to recommend the City Council adopt an ordinance rezoning the property from BP PUD – Business Park Planned Unit Development to BP/C4 PUD – Business Park/General Commercial Planned Unit Development. 2. Motion to recommend the City Council approve a Major Amendment to the Custom Apparel Planned Unit Development Agreement, subject to: a. Conformance with all requirements of the City Engineer as detailed in the Engineer’s Memo dated November 20, 2023, and associated Stormwater Review Memo dated November 20,2023. b. Approval of a sign permit application for any new signage on the site. 3. Motion to recommend the City Council approve a Conditional Use Permit for Custom Apparel allowing operation of an outdoor seating or dining area for eleven or more seats, subject to the following conditions: a. Approval of a building permit. b. Secure a liquor license for the taproom and for the outdoor dining areas and must follow all City standards for a taproom as regulated by the license. c. All driveways and parking areas shall be capable of supporting access by emergency vehicles and equipment. d. No public address system, music, or TV located on the patio shall be audible from noncommercial or nonindustrial use or district. BACKGROUND Applicant: Symnabdre Properties, LLC Page 47 of 152 Location: 15641 Canada Circle, approximately 3/4 of a mile south of 150th Street West (TH42), west of South Roberts Trail (TH3) and immediately north of Canada Circle. Area: 3.75 Acres Comp. Guide Plan Design: BP - Business Park Current Zoning: BP PUD - Business Park Planned Unit Development The Planning Commission is being asked to consider requests submitted by Symnabdre Properties, LLC on behalf of Custom Apparel, Inc. for approval of rezoning the site from BP PUD – Business Park Planned Unit Development to BP/C4 PUD – Business Park/General Commercial Planned Unit Development, a Major Amendment to the Custom Apparel Planned Unit Development Agreement, and a Conditional Use Permit to allow operation of an outdoor dining area for eleven (11) or more seats to allow for the construction of a 7,400 square foot addition onto the existing sportswear manufacturing and athletic training facility which will consist of a taphouse, athletic training area, and outdoor patio. Staff recommends approval of the requests subject to the conditions outlined above. BACKGROUND The existing Custom Apparel site is located roughly ¾ of mile south of County Road 42 on the west side of South Robert Trail and just south of the Progressive Rail railroad bridge that extends over the state highway. A portion of the subject parcel was acquired by the city several years ago after South Robert Trail (TH3) was moved further east of the site as part of the TH3/TH46 intersection realignment project in the early 2000’s. The City acquired the property to permit Downtown businesses to relocate if their properties were being redeveloped. Ownership of the site was previously split between the City and the Rosemount Port Authority, and both entities entered into an agreement to sell slightly over 4 acres for the construction of the Custom Apparel manufacturing business. Over the last three decades, the area around the Custom Apparel site has undergone many changes due to the realignment of South Robert Trail twice, to accommodate a new railroad bridge and the aforementioned TH46 project. These changes created several remnant pieces that have since been assembled by the City or the Port Authority into a larger, developable piece of land. In the fall of 2017, the City initiated a grading project to remove previous road infrastructure and to create a level site for redevelopment, and in 2018 re-platted the property to create the 4.15 parcel that was sold to the owner of Custom Apparel, Inc. The City still owns the public works site next to the railroad right-of- way and has retained two smaller outlots immediately adjacent to the public works property. In 2018, the applicant came forward to the city with requests for a Planned Unit Development Master Development Plan and Final Site and Building Plan and a rezoning of the site to allow for the construction of a facility to house the custom sportswear manufacturing business and an athletic training area. The project consisted of the development of a building with a 13,552 square foot footprint on the eastern portion of the site that would house the business known as CA Gear which was previously located in the City of Burnsville. The operation of the business includes a showroom displaying available product and samples, offices for design work and business functions, and manufacturing areas where embroidery, printing and assembly processes occur. The majority of the building space was planned to be devoted to the manufacturing, assembly, and processing of the custom apparel goods. There was also to be a sales component with showroom space and related sales Page 48 of 152 desk for customers. In addition to the manufacturing and sales business, the western portion of the building planned to house an athletic training facility with most of the space devoted to six batting cages. Furthermore, the facility was planned to include a fitness area, party room, lounge, and concession counter. The unique circumstance of two uses within one building is the reason why a PUD was applied for by the applicant. The PUD allowed for flexibility to allow for both the manufacturing use and the athletic training use to coexist within the same building. The proposed building expansion will be located off the western side of the existing building and will consist of a 5,000 square foot footprint with a total of 7,400 square feet of total added space. The expansion will house a taphouse, ground floor patio, golf simulators/lounge area and an outdoor roof patio. The applicant’s narrative explains that unlike the manufacturing side of the business where the busy times are during business hours Monday-Friday, the proposed taproom and golf simulator area would bring in traffic primarily during the evening hours and weekends. ISSUE ANALYSIS Legal Authority Major Planned Unit Development Amendments are a legislative decision because of the Code deviations being requested. Legislative decisions give the Planning Commission more latitude, but consideration should be given to the PUD standards of the existing Custom Apparel Planned Unit Development Agreement. Rezoning is also a legislative decision for the City, but the rezoning must conform with the adopted Comprehensive Plan to be approved. Therefore, while technically legislative in nature, if a rezoning is in line with the Comprehensive Plan, it should be approved. Staff's review of each application is provided below. Rezoning The subject parcel is located within the Custom Apparel Planned Unit Development. This site is guided for BP – Business Park and is currently zoned BP PUD – Business Park Planned Unit Development. In early 2018 the site was reguided from RC – Regional Commercial to BP – Business Park as the BP land designation was more consistent with the intended use of the site. The land was then rezoned later in 2018 from BP – Business Park and P/I – Public/Institutional to its current BP PUD – Business Park Planned Unit Development zoning. The change in zoning allowed for the site to have the proposed different uses of sportswear manufacturing and athletic training. The PUD provided flexibility to allow uses and a mix of uses that otherwise would not meet the requirements of the underlying zoning district. The proposed taproom and outdoor patio use are not permitted within the BP – Business Park zoning district, but are an allowed use and conditional use within the C4 – General Commercial district. Rosemount City Code Section 11-10-6: Planned Unit Developments allows for planned unit developments with a mix of uses so long as the overall area of the planned unit development is designated for those uses in the Comprehensive Plan. In this case, the subject area was reguided to the Business Park land use designation. The Comprehensive Plan allows for some C4-General Commercial zoning districts within the BP land use designations, particularly near intersections of major roads. The City Code Section 11-10-6 C.2. states “For mixed use PUDs, the City Council shall, whenever reasonably practical, specify underlying zoning classifications for the various parts of the PUD. When it is not reasonably practical to specify the underlying zoning classification, the City Council may rezone Page 49 of 152 the district, or any part thereof, to “PUD-mixed”.” An example of this PUD mixed zoning is Rosewood Commons which was approved back in 2020. The applicant for Rosewood Commons came forward to the city requesting a Planned Unit Development Master Development Plan with the Rezoning of 5.5 acres of land on the site from C4 – General Commercial to R4 – High Density Residential, which would allow the site to have that mixed zoning of C4/R4 PUD – General Commercial/High Density Residential Planned Unit Development. Staff consulted with the City’s Attorney regarding the rezoning of the site from BP – PUD to CP/C4 PUD, and the City’s Attorney agreed that the Custom Apparel PUD fits under the standards of Section 11-10- 6 C.2. within the City’s Code. MAJOR AMENDMENT TO THE PUD AGREEMENT Amendments to approved master development plans may be approved by the City Council following review by the planning commission. The notification and public hearing procedure for a Major Amendment is the same as that of the original approval. An amendment is determined to be major if it: 1. Substantially alters the location of buildings, parking areas or roads. 2. Increases or decreases the number of residential dwelling units by more than five percent (5%). 3. Increases the gross floor area of nonresidential buildings by more than five percent (5%) or increases the gross floor area of any individual building by more than ten percent (10%). 4. Increases the number of stories of any building. 5. Decreases the amount of open space by more than five percent (5%) or alters it in such a way as to change its original design or intended use. 6. Creates noncompliance with any special condition attached to the approval of the master development plan. In this case, the proposed project increases the gross floor area by more than five percent, decreases the amount of open space by more than five percent, and substantially alters the location of parking areas. Therefore, the proposed project requires a major amendment to the Custom Apparel Planned Unit Development Agreement. Streets & Access The site has one access point to Canada Circle, which in turn provides access for several properties in the area from South Robert Trail. The city will continue to access the public works storage and staging via an existing private road connection west of the subject parcel. This private road may need to be moved at some point in the future if there is any further development on the applicant’s parcel, but at this time the proposed expansion does not warrant a change in this private road connection. There will be no changes to the access driveway with the proposed expansion to the building. Off-Street Parking The site is currently meeting and exceeds the off-street parking requirements for the BP - Business Park district with the allowance for the sharing of parking between the two different building uses that was approved with the Custom Apparel final site and building plan. A minimum of 50 parking stalls were Page 50 of 152 required for the site, but ultimately 70 parking stalls were installed onsite. The closest match for the activities currently taking place within the structure in accordance with the City’s off-street parking ordinance are “custom manufacturing” and “athletic facility”. The use within the proposed expansion area would fall under “restaurants, cafes, bars, cocktail rooms, and taprooms” therefore, these use classifications were used as the basis for the parking evaluation. The following chart documents the minimum parking standards required under the City Code: Use Parking Required Minimum Spaces Custom Manufacturing 1 stall per employee plus 1 stall per 300 gross sq. ft. of retail 9 Athletic Facility 1 stall per 200 gross sq. ft. 45 Restaurants, Cafes, Bars, Cocktail Rooms, and Taprooms 1 per 3 seats 96 Total 150 The parking plans depict that there will be 107 stalls provided on site with an additional 43 stalls as future proof of parking totaling 150 stalls. Currently on site there are 34 parking stalls located between the existing building and Canada Circle and 36 parking stalls located on the rear side of the building closer to the northern boundary of the site. There are 37 new parking stalls proposed for the site which is shown to be located west of the proposed expansion and as well as west of the existing stalls on the rear side of the building. There are an additional 43 parking stalls shown as proof of parking west of the proposed additional stalls west of the expansion. Approved with the Custom Apparel Planned Unit Development Agreement was a deviation from Section 11-6-1.H Off Street Parking Required within the Code. The deviation states “Fewer parking stalls than required by the city code may be provided so long as a parking shortage does not occur. In the case of a parking shortage, the property owner will work with staff to modify the event schedule to reduce parking demand on site or to provide additional parking to accommodate the demand.” The applicant was requesting flexibility under the PUD to account for joint use of off street parking spaces where operating hours do not overlap in accordance with Section 11-6-1.E. of the zoning ordinance. The peak demand times for the athletic training and recreation facility were expected to occur during the evening and weekends while the custom apparel business was to generally operate during normal business hours. Staff recommended that the allowance for shared parking be approved as part of the PUD flexibility for the project. The proposed taproom use also falls under that category of peak demand times occurring during evening hours and weekends. Staff finds the proposed parking plan meets the requirements outlined both in the PUD and the Off Streeting Parking requirement standards. Lot and Building Standards The proposed site design is consistent with the lot and building performance standards for the BP Business Park District and C4 General Commercial District. These standards are detailed in the table below. Please note that the required setbacks for this lot include an increased setback because it is adjacent to a minor arterial road. Page 51 of 152 Lot and Building Performance Standards for the BP – Business Park District and C4 – General Commercial Standard BP Requirements C4 Requirements Existing Building Proposed Expansion Front Setback (East – TH3) 60 ft. 30 ft. 40 ft. >160 ft. Side Setback (South) 10 ft. 10 ft. 84 ft. >70 ft. Side Setback (North) 10 ft. 10 ft. 140 ft. >130 ft. Rear Setback (West) 30 ft. 30 ft. 200+ ft. >200 ft. Minimum Lot Size 1 acre 20,000 square feet 3.9 acres Minimum Lot Width 120 ft. 120 ft. 500+ ft. Minimum Lot Depth None None 250+ ft. Maximum Lot Coverage 75% Max 75% Max 39.7% Architectural Appearance & Building Massing The proposed building generally exceeds the exterior building material standards for the BP Business Park District and C4 General Commercial District. The zoning standards require “360 degrees” architecture for this district, which means that all sides of the building need to comply with the building materials, colors, and design elements required under the code. In this case, the applicant is proposing a consistent look with the existing building which includes fiber cement wood grain siding panels and prefinished ribbed metal panels as an accent to the panels. As designed, the proposed addition meets or exceeds the architectural appearance and building massing requirements of the BP – Business Park district and C4 – General Commercial district. The building elevations facing Canada Circle and the western property boundary will include a combination of fiber cement wood grain siding panels and prefinished ribbed metal panels, which will contrast with the existing building’s precast concrete panels directly east of the addition. The façade on the existing southeast corner is taller than the remainder of the building which provides additional variation along the roof line and the street. This façade will also continue with the new addition where the southwest corner will also have that taller element to it. The site overall is somewhat isolated from any neighboring buildings and will be well-screened from the residential neighborhoods further to the east and across the railroad tracks. Parks and Open Space The requirement for park dedication is triggered with the preparation of a formal plat. In this case, the subdivision was approved at the time the property was under the City’s control, and the City would not require or collect a park dedication for property it owns. Landscaping Back in 2018, staff reviewed the landscape plan that was submitted for the initial development of the site. Staff did not include the expansion area west of the drive aisle in its original analysis, but did Page 52 of 152 review the area where the existing building is located and where the proposed addition area will be. The applicant's original landscape plan was required to be brought into compliance with the ordinance criteria, as a condition of approval was that the landscape plan was required to be updated for review and approval to include 7 additional trees to be planted within landscape islands or between the building and adjacent City property northwest of the building prior to building permit issuance. Since the development area is not increasing in size from what was originally reviewed, additional trees will not be required to be added but additional foundation planting will be required. The code requires 1 foundation planting for every 10 linear feet of building. The applicant's updated landscape plan shows an additional 90 foundation plantings to be planted around the proposed addition - this exceeds the required 30 plantings. There are existing foundation plantings located along the west side of the building which will need to be removed for the proposed expansion. The landscape plan also shows that there will be 7 salvaged and replanted trees located on the west side of the site near the extended parking areas. Engineering Comments The Engineering Department has reviewed the plans provided by the applicant. Comments by the City’s engineering consultant are contained in the Engineer’s Memo dated November 20, 2023. Comments in the review speak to the submitted site plan and grading, drainage, and erosion control plan. Notable comments include updated vehicle turning movements with revised parking areas will need to be provided, updated proposed contours around the perimeter of the expanded parking area to blend in with existing contours will also need to be provided. Also mentioned is that if utilities (sanitary sewer and water) are required for the building addition, they will be extended internally. A stormwater review has also been completed and the memorandum dated November 20, 2023, is attached. Comments in the review speak to grading, drainage, and erosion control, as well as stormwater management. Notable comments within the memo include that if any impervious coverage in addition to the originally planned 1.11 acres is added, then additional stormwater management will be required, and updated storm sewer sizing calculations and a catch basin drainage area map will need to be provided. Conditional Use Permit Legal Authority Conditional use permits (CUP) are considered quasi-judicial actions. In such cases, the City is acting as a judge to determine if the regulations within the Comprehensive Plan, Zoning Ordinance and Subdivision Ordinance are being followed. Generally, if the application meets these requirements, it must be approved. Purpose The purpose of conditional use permits is to allow for those uses which are not generally suitable by right within a given zoning district but may be suitable under some circumstances. The burden of demonstrating the proposed use meets the criteria for granting a conditional use permit and meeting all applicable standards lies with the applicant. As a conditional use, outdoor seating or dining areas for eleven (11) or more seats are subject to the general CUP standards outlined in Section 11-10-7 as well as the standards specific to this use in Page 53 of 152 Section 11-4-14.D. These standards evaluate the City’s land use and zoning performance standards and the potential impact of the proposed use on the surrounding neighborhood. These standards and staff findings for each are provided below. 1. Will not be detrimental to or endanger the public health, safety, or general welfare of the neighborhood or the city. Finding: The outdoor seating or dining area will not be detrimental to the public health, safety, or general welfare of the neighborhood or the City of Rosemount. 2. Will be harmonious with the objectives of the comprehensive plan and city code provisions. Finding: The subject property is guided BP – Business Park by the comprehensive plan and is currently zoned BP PUD – Business Park Planned Unit Development. The applicant is requesting the site to be rezoned to BP/C4 PUD – Business Park/General Commercial Planned Unit Development, as outdoor seating or dining areas for eleven or more people are a conditional use within the C4 – General Commercial zoning district. According to the comprehensive plan, a limited secondary zoning for the BP – Business Park land use designation is C4 – General Commercial near intersections of major roads. The purpose and intent of the C4 – General Commercial district is to provide a wide range of goods and services to the entire community. Due to their proximity to major arterial streets, businesses in this district are dependent on large volumes of traffic, thus need to be highly visible and accessible. 3. Will be designed, constructed, operated, and maintained so as to be compatible or similar in an architectural and landscape appearance with the existing or intended character of the general vicinity and will not change the essential character of that area, nor substantially diminish or impair property values within the neighborhood. Finding: Staff finds the materials used for the design of the outdoor dining areas will be attractive and will be similar to the existing building on site. This design conforms to the site and building standards of the C4 District. 4. Will be served adequately by existing (or those proposed in the project) essential public facilities and services, including streets, police and fire protection, drainage, structures, refuse disposal, water and sewer systems and schools. Finding: The existing building on site is served adequately by existing essential public facilities and services. 5. Will not involve uses, activities, processes, material equipment and conditions of operation that will be hazardous or detrimental to any persons, property, or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare or odors. Finding: While the outdoor dining area will likely create additional noise, this area is located over 500 feet from the nearest residential area, and is screened from that residential area by large trees lining the existing railroad tracks. 6. Will have vehicular ingress and egress to the property which does not create traffic congestion or interfere with traffic on surrounding public streets. Finding: The proposed dining area will not interfere with existing drive aisle. The subject property has Page 54 of 152 direct ingress and egress from Canada Circle. 7. Will not result in the destruction, loss or damage of a natural, scenic, or historic feature of major importance and will comply with all local, state, and federal environmental quality standards. Finding: The proposed use will not result in the destruction, loss, or damage of a natural, scenic, or historic feature of major importance and will comply with all local, state, and federal environmental quality standards. 8. These standards apply in addition to specific conditions as may be applied throughout this code. Finding: Outdoor dining areas for eleven or more seats are also subject to the specific conditional use permit standards in Section 11-4-11.D as outlined below. In addition to the general conditional use permit standards reviewed above, the proposed use must comply with the specific performance standards for outdoor seating or dining areas for eleven (11) or more seats. These standards along with staff findings are detailed below. 1. The site and enclosure(s) shall be designed to limit the effects of outdoor seating or dining areas on contiguous properties and/or public rights of way. Findings: According to the materials submitted by the applicant, the materials used for the design of the outdoor dining areas will be attractive and of high quality. The areas will be located over 200-feet from the TH3 right-of-way and over 55-feet from the Canada Circle right-of-way. The applicant's plan calls for the outdoor seating area on the ground floor to include 36-inch-tall fencing with planting surrounding the area. 2. The seating area shall be located on private property along the front, side or rear of the principal building but shall not be located within a required setback or on the side abutting any residential use or district. Findings: The proposed outdoor seating areas will be located along the front (southwest) side of the new expansion area which is west of the existing building. It will also be located along the western side of the new expansion, on both the ground floor and 2nd floor deck. These areas are over 500 feet from the nearest residential zoned district. 3. The seating area shall not interfere with circulation in any required parking, loading, maneuvering or pedestrian area. A minimum four foot (4') passageway shall be maintained along the private sidewalk for pedestrians. Findings: The proposed outdoor seating areas will not interfere with circulation in any required parking, loading, maneuvering or pedestrian areas. The outdoor seating areas will be added on to current open space area where there are no parking or pedestrian areas currently. There is a 4-foot- wide sidewalk along the front of the existing building and the plans show that the sidewalk will be extended to the ground floor patio area. The plans also show a sidewalk being installed towards the rear of the building which will lead to the stairs that will access the roof patio area. 4. The seating area shall be located in a controlled or cordoned area acceptable to the city with at least one opening to an acceptable pedestrian walk. Findings: The applicant's plan shows a 36-inch-tall fence enclosing the ground floor patio area with multiple access points from the building side and as well as two accesses from the outside to the patio Page 55 of 152 area. The 2nd floor roof patio shows the area enclosed by steel railings on all sides. There will be an access point from the outside with stairs from the ground floor to the 2nd floor patio and as well as an access point from inside the building as well. 5. When a liquor license is granted, an uninterrupted enclosure is required and the enclosure shall only have access through the principal building. Findings: The applicant's plan show a 36-inch-high powder-coated steel fencing along the whole ground floor patio area. The second-floor outdoor deck area shows painted steel railing with wood top rail enclosing the area. 6. The seating area shall not be permitted within two hundred feet (200') of any residential use or district as measured at the property line and shall be separated from residential use or district by the principal structure or other method of screening acceptable to the city. The minimum distance from a residential use or district may be reduced should the city determine the applicant has added sufficient elements to reduce the impact of this use. Findings: The outdoor dining areas will be located over 500-feet from the nearest residential district and more than 600-feet from the closest dwelling. Staff finds the distance as well as the existing screening along the railroad provides sufficient elements to reduce the impact of the proposed use. 7. No public address system shall be audible from a noncommercial or nonindustrial use or district. Finding: A condition of this approval will note that no public address system shall be audible from any residential use or district. RECOMMENDATION Staff recommends approval of Rezoning the site from BP PUD – Business Park Planned Unit Development to BP/C4 PUD – Business Park and General Commercial Planned Unit Development, a Major Amendment to the Custom Apparel Planned Unit Development Agreement and a Conditional Use Permit to allow operation of an outdoor dining area for eleven (11) or more seats allowing construction of a 7,400 square foot addition onto the existing sportswear manufacturing and athletic training facility subject to conditions of approval outlined in the recommend action section above. Page 56 of 152 Page 57 of 152 October 25, 2023 CA Gear Expansion Project NarraƟve Project consists of the expansion of an exisƟng 17,200 sf 2‐story sportswear manufacturing and athleƟc training facility. New addiƟon to consist of a 7,400 sf 2‐story taphouse, brewery and athleƟc training area, as well as a 2,600 sf roof paƟo. The exisƟng building is constructed of integrally‐colored precast panels with black metal panel accent areas. The new addiƟon is designed to provide a secondary idenƟty to the building and a more upscale aestheƟc while sƟll being harmonious with the exisƟng materials and colors. The new porƟon will have black and copper metal accent panels with new wood‐grain siding panels. The new addiƟon includes an expansion of the exisƟng parking lot to add 37 new stalls for a total of 107. This is less than the 148 stalls required per zoning code, but we propose that it would be more than adequate for this facility. The various uses in the building occupy the parking stalls at different Ɵmes of the day – the sportswear manufacturing facility and showroom is only in use during dayƟme hours Monday thru Friday; the baƫng cages are primarily used from January to April; the proposed taphouse and golf simulator area would be most busy during the later evening and weekend hours when the other uses in the building are not busy. In addiƟon, the intent is to limit paved area around the immediate building in order to preserve much of the green area to the west for future athleƟc field development. This is a new business venture for this site; should it prove more successful than anƟcipated, there is addiƟonal green area to the north and west that could be converted to future parking areas. Page 58 of 152 Page 59 of 152 Page 60 of 152 Page 61 of 152 Page 62 of 152 Page 63 of 152 Page 64 of 152 S T A T E T R U N K H I G H W A Y N O . 3 ( R O B E R T T R A I L S O U T H ) CANADA CIRCLE D r a i n a g e a n d U t i l i t y E a s e m e n t p e r C A N A D A C I R C L E EXISTIN G MANUFA C T U R I N G / WARE H O U S E EXISTIN G BATTIN G L A N E S EXISTIN G SHOWR O O M ENTRY CO N C E S S I O N S TRASH ENCLOS U R E EMBRO I D E R Y PRINTE R S CORRID O R MEN ELEV. WOMEN JAN. DR E S S I N G SALES D E S K UP UP EXISTIN G B A T T I N G LOUNG E A R E A EXISTIN G WORKO U T A R E A UP 50' TAPHO U S E A D D I T I O N 5,000 S F + 2 , 4 0 0 S F SECO N D F L O O R TRAS H WAREHOUSE BELOW BATTING LANES BELOW OPEN OFFICE MENELEV.WOMEN SECOND FLOOR BREAK ROOM OFFICE SHOWROOM BELOW STOR/ IT DN DN DN UP TO ROOF GOLF SIMULATORGOLF SIMULATOR 8' x 16' WALK-IN COOLER OPEN TO WAREHOUSE BELOW NEW MEZZANINE 700 SF SIMULATOR / LOUNGE ADDITION 2,400 SF DN GOLF SIMULATORGOLF SIMULATOR ROOF PATIO PAVERS 2,600 SF SIMULATOR / LOUNGE 1,675 SF EXISTING MANUFACTURING / WAREHOUSE EXISTING BATTING LANES EXISTING SHOWROOM ENTRY CO N C E S S I O N S TRASH ENCLOSURE EMBROIDERYPRINTERS CORRIDOR MENELEV.WOMEN JAN. DR E S S I N G SALES DESK UP UP EXISTING BATTING LOUNGE AREA EXISTING WORKOUT AREA TAPHOUSE SEATING 2,300 SF NEW MEZZANINE ABOVE 700 SF CARD TRADING AREA 600 SF CONCESSIONS 350 SF VESTIBULE JAN. CO O L E R TA P S STORAGE OFFICE UNI-SEX RESTROOM MEN UP OH D O O R OH D O O R OH D O O R NORTH CA GEAR - BUILDING EXPANSION 15641 CANADA CIRCLE ROSEMOUNT, MN 55068 Mark Revision / Issue Date Architectural Consortium, L.L.C. 2023 1600 West Lake Street, Suite 127 612-436-4030 Minneapolis, MN 55408 www.archconsort.com PREL I M I N A R Y NOT F O R C O N S T R U C T I O N A1.1 COVER SHEET / PARKING PLAN PROJECT CONTACT INFO ARCHITECT NATE BRY CA GEAR 15641 CANADA CIRCLE ROSEMOUNT, MN 55068 612-220-1331 nbry@cagear.com OWNER ARCHITECTURAL CONSORTIUM L.L.C. 1600 WEST LAKE STREET, SUITE 127 MINNEAPOLIS, MN 55408 CONTACT: BRETT LOFTESNES (612) 436-0735 (612) 692-9960 (FAX) bloftesnes@archconsort.com SHEET INDEX ARCHITECTURAL A1.1 COVER SHEET / PARKING PLAN A2.1 FLOOR PLAN - FIRST FLOOR A2.2 FLOOR PLAN - SECOND FLOOR A3.1 EXTERIOR ELEVATIONS CIVIL ENGINEER REHDER & ASSOCIATES, INC. 3440 FEDERAL DRIVE, SUITE 110 EAGAN, MN 55122 CONTACT: NICK ADAM, P.E. (651) 337-6729 NAdam@rehder.com CIVIL C1 SITE DEMOLITION PLAN C2 SITE DIMENSION PLAN C3 GRADING, DRAINAGE & EROSION CONTROL PLAN C4 DETAILS & SPECIFICATIONS L1 LANDSCAPE PLAN Page 65 of 152 EXISTING MANUFACTURING / WAREHOUSE EXISTING BATTING LANES EXISTING SHOWROOM ENTRY CO N C E S S I O N S TRASH ENCLOSURE EMBROIDERYPRINTERS CORRIDOR MENELEV.WOMEN JAN. DR E S S I N G SALES DESK UP UP EXISTING BATTING LOUNGE AREA EXISTING WORKOUT AREA TAPHOUSE SEATING 2,300 SF NEW MEZZANINE ABOVE 700 SF CARD TRADING AREA 600 SF CONCESSIONS 350 SF VESTIBULE JAN. CO O L E R TA P S STORAGE OFFICE UNI-SEX RESTROOM MEN UP OH D O O R OH D O O R OH D O O R A2.1 FLOOR PLAN - FIRST FLOOR CA GEAR - BUILDING EXPANSION 15641 CANADA CIRCLE ROSEMOUNT, MN 55068 Mark Revision / Issue Date Architectural Consortium, L.L.C. 2023 1600 West Lake Street, Suite 127 612-436-4030 Minneapolis, MN 55408 www.archconsort.com PREL I M I N A R Y NOT F O R C O N S T R U C T I O N Page 66 of 152 WAREHOUSE BELOW BATTING LANES BELOW OPEN OFFICE MENELEV.WOMEN SECOND FLOOR BREAK ROOM OFFICE SHOWROOM BELOW STOR/ IT DN DN UP TO ROOF GOLF SIMULATORGOLF SIMULATOR 8' x 16' WALK-IN COOLER OPEN TO WAREHOUSE BELOW NEW MEZZANINE 700 SF SIMULATOR / LOUNGE ADDITION 2,400 SF DN GOLF SIMULATORGOLF SIMULATOR ROOF PATIO PAVERS 2,600 SF SIMULATOR / LOUNGE 1,675 SF A2.2 FLOOR PLAN - SECOND FLOOR CA GEAR - BUILDING EXPANSION 15641 CANADA CIRCLE ROSEMOUNT, MN 55068 Mark Revision / Issue Date Architectural Consortium, L.L.C. 2023 1600 West Lake Street, Suite 127 612-436-4030 Minneapolis, MN 55408 www.archconsort.com PREL I M I N A R Y NOT F O R C O N S T R U C T I O N Page 67 of 152 TAPHOUSE CA GEAR - BUILDING EXPANSION 15641 CANADA CIRCLE ROSEMOUNT, MN 55068 Mark Revision / Issue Date Architectural Consortium, L.L.C. 2023 1600 West Lake Street, Suite 127 612-436-4030 Minneapolis, MN 55408 www.archconsort.com PREL I M I N A R Y NOT F O R C O N S T R U C T I O N A3.1 EXTERIOR ELEVATIONS Page 68 of 152 \\wsbgvfiles01.wsbeng.local\projects\024034-000\Admin\Docs\2023.10.31 Submittal\024034-000 CA Gear Expansion - Engineering Review Memo 20231120.docx 70 1 X E N I A A V E N U E S | SU I T E 3 0 0 | MI N N E A P O L I S , M N | 55 4 1 6 | 76 3 . 5 4 1 . 4 8 0 0 | WS B E N G . C O M Memorandum To: Brian Erickson, City Engineer Nick Egger, Director of Public Works From: Amanda Sachi PE Kris Keller, PE Date: November 20, 2023 Re: CA Gear – 2023 Expansion Engineering Review WSB Project No. 024034-000 We have reviewed the documents provided by Rehder & Associates on October 31, 2023. Documents reviewed include:  CA Gear Civil set, dated 10/25/23 Additional redline comments are provided on the submitted civil plans. Applicant should provide responses to each comment and redline comment. We offer the following comments below. Engineering Review: 1. General a. The project consists of the expansion of the existing sportswear manufacturing and athletic training facility. The new addition is 7,400 sf to the existing 17,200 sf building. b. The expansion also includes adding 37 new parking stalls to the existing 70. c. Based on the submitted plans, it is assumed that if utilities (sanitary sewer and water) are required for the building addition the are being extended internally. 2. Site Demolition Plan a. Provide more information as to the reconstruction of CB 4 i. Note CB 4 is a sump manhole per previous submittals ii. Remove and install a new 48” structure? iii. Core drill the existing structure iv. Install additional adjusting rings v. Replace existing curbline casting with a flat casting 1. Clarify whether cover is solid or slotted b. Show the existing storm sewer (15”) extending to the north from CB 4 3. Site Dimension Plan a. Provide updated vehicle turning movements with revised parking areas 4. Grading Drainage and Erosion Control Plan: a. Update proposed contours around perimeter of expanded parking area to blend in with existing contours Page 69 of 152 CA Gear – 2023 Expansion Engineering Review November 20, 2023 Page 2 \\wsbgvfiles01.wsbeng.local\projects\024034-000\Admin\Docs\2023.10.31 Submittal\024034-000 CA Gear Expansion - Engineering Review Memo 20231120.docx b. Provide more information as to the reconstruction of CB 4 i. Note CB 4 is a sump manhole per previous submittals ii. Remove and install a new 48” structure? iii. Core drill the existing structure iv. Install additional adjusting rings v. Replace existing curbline casting with a flat casting 1. Clarify whether cover is solid or slotted c. Show the existing storm sewer (15”) extending to the north from CB 4 5. Details & Specifications: a. No comments. 6. Landscape Plan: a. No comments. Page 70 of 152 K:\024034-000\Admin\Docs\WR Review\024034-000 CA Gear Expansion Stormwater Review Memo 20231120.docx 70 1 X E N I A A V E N U E S | SU I T E 3 0 0 | MI N N E A P O L I S , M N | 55 4 1 6 | 76 3 . 5 4 1 . 4 8 0 0 | WS B E N G . C O M Memorandum To: Brian Erickson, City Engineer Nick Egger, Director of Public Works Anthony Nemcek, Senior Planner Jane Byron, Storm Water Specialist From: Bill Alms, PE Kendra Fallon, PE Date: November 20, 2023 Re: CA Gear – 2023 Expansion Stormwater Review WSB Project No. 024034-000 I have reviewed the documents provided by Rehder & Associates on October 31, 2023. Documents reviewed include: · CA Gear Civil set, dated 10/25/23 · CA Gear Stormwater Management Plan, dated 10/25/23 · Survey, dated 09/09/23 Applicant should provide responses to each comment. I offer the following comments below. Grading, Drainage, and Erosion Control Comments: 1. General a. The 2019 approved plans included 1.11 acres of future impervious in the HydroCAD modeling for rate control and HWL analysis. The current proposed 2023 Expansion includes 0.35 acres of impervious, leaving an additional 0.76 acres of future imperious accounted for in the stormwater management. In the future, any impervious additional to the originally planned 1.11 acres will require additional stormwater management. Nothing further required. b. The downstream Wachter Pond regional basin provides the required volume control and water quality treatment for the site. Nothing further required. 2. Ponds and Wetlands a. The high water level of the existing onsite basin should be included on the plans. 3. Emergency Overflow Routes: a. The EOF elevation and locations for the new parking lot low points should be noted on the plans; 1.5 feet of freeboard is required between the low point EOFs and adjacent building openings. 4. Retaining Walls: a. No comments. 5. Erosion Control: a. A rock construction entrance should be shown on the grading, drainage and erosion control plan. b. Restoration planned for areas being graded outside of the parking lot should be noted on the plans. Page 71 of 152 CA Gear – 2023 Expansion Stormwater Review November 20, 2023 Page 2 K:\024034-000\Admin\Docs\WR Review\024034-000 CA Gear Expansion Stormwater Review Memo 20231120.docx 6. Grading: a. It is assumed the proposed building addition FFE matches the existing building FFE but the existing building FFE should be noted on the plans to confirm. b. Confirm additional grading is not needed outside of the parking lot to tie into the existing surface in the northwest corner of the lot (just south of the proposed CB 5). The proposed spot shot is 947.20 but the existing contour adjacent is at 949. Stormwater Management Plan: 1. General Storm Sewer Design a. Updated storm sewer sizing calculations and a catch basin drainage area map should be submitted including the existing storm sewer and the storm sewer proposed as part of the expansion. 2. Water Quantity a. No comments. 3. Rate/Volume Control a. No comments 4. Freeboard a. Freeboard will be confirmed once EOF elevations are noted on the plans. 5. Water Quality a. No comments. 6. Easements; a. No comments. Page 72 of 152 EXECUTIVE SUMMARY Planning Commission Regular Meeting: November 28, 2023 AGENDA ITEM: Request by Jimnist, LLC., for Preliminary and Final Plat approval and PUD Final Site and Building Plan approval. AGENDA SECTION: PUBLIC HEARINGS PREPARED BY: Anthony Nemcek , Senior Planner AGENDA NO. 6.b. ATTACHMENTS: Site Location, Land Use Map, Zoning Map, Preliminary Plat, Final Plat, Existing Conditions, Architectural Site Plan, Overall Site Plan, Grading Plan, Building Elevations, Landscape Plan, Landscape Phasing Plan, Tree Preservation Plan, Security Fence, Site Lighting Plan, Audrey Avenue Improvements, Blaine Avenue Improvements, Temporary Signal Plans, Water Plan, Sanitary Sewer Plan, Storm Sewer Plan, Project Narrative, Construction Traffic Memorandum, UMore Park Remedial Investigation, Noise Study Highlights, Parks and Recreation Review Memo dated November 17, 2023, City Engineer's memo dated November 22, 2023, Fire Marshal's memo dated November 21, 2023, Executive Summary Dated December 19, 2022 APPROVED BY: AK RECOMMENDED ACTION: Motion to recommend the City Council approve the ROSEMOUNT TECHNOLOGY ADDITION preliminary and final plats subject to: 1. Approval of a subdivision agreement. 2. Payment of a fee in-lieu of park land dedication in the amount of $2,252,500. 3. Payment of all required development fees contained in the subdivision agreement. 4. The plat shall be updated to dedicate a drainage and utility easement over Wetland 471 and its associated buffer. 5. Conservation easements shall be dedicated over the two onsite wetlands and their buffer areas. Motion to recommend the City Council approve the Final Site and Building Plan for the Project Bigfoot Planned Unit Development, subject to: 1. Approval of the ROSEMOUNT TECHNOLOGY ADDITION preliminary and final plats. 2. Submittal of a landscaping surety of $204,930, to be released following one year of survival. 3. Payment of $920,000 in-lieu of replacement trees. Page 73 of 152 4. Temporary parking and contractor lay down areas shall be restored and landscaped following construction. 5. The temporary construction access from County Road 42 shall be removed, and the right of way restored, following construction. 6. The landscape plan shall be updated to include a foundation planting schedule that meets the minimum requirements of the city code. 7. A sign permit application shall be submitted prior to the installation of any onsite signage. 8. Conformance with the requirements of the City Engineer contained within the memo dated November 22, 2023. 9. Conformance with the requirements of the Fire Marshal contained within the memo dated November 21, 2023. BACKGROUND The Planning Commission is being asked to consider a request by the applicant, Jimnist, LLC, for approval of a planned unit development final site and building plan to construct a technology campus on approximately 280 acres of land currently owned by the University of Minnesota in its UMore Park site. The plans for the development of the site include 2 main buildings containing data servers along with associated outdoor mechanical equipment. The site plan also includes ancillary buildings to house office space and support equipment. Other components of the site plan include electrical substations and security facilities such as fencing and gatehouses. The applicant is also requesting approval of a preliminary and final plat to subdivide the subject property from the greater UMore Park property owned by the University of Minnesota. The plat area will contain four new parcels in addition to right of way for Blaine and Audrey Avenues, the latter of which will be realigned where it meets County Road 42 to allow for a future extension north. The three smaller parcels created by the plat will contain land for an electrical substation to be constructed by Xcel Energy to support development in the vicinity, a future municipal water tower in the northeast corner of the plat area, and a piece of land west of the Audrey realignment that will be transferred to DCTC. The Planning Commission reviewed a Planned Unit Development Master Development Plan for the site in December of 2022, in which the applicant requested certain deviations from the City Code related to building materials and massing, outdoor equipment, landscaping, and fencing with increased setbacks to mitigate the impacts on adjacent properties. The Council approved the Master Development Plan in March of this year, and the applicant is now coming forward for final site and building plan approval to complete the PUD process. The proposed plan meets the standards approved as part of the PUD as well as the standards of the BP-Business Park zoning district not contained within the PUD Agreement regulating development of the site. Staff recommends approval of the plats and the final site and building plan. Applicant: Jimnist, LLC Property Owner: University of Minnesota Site Location: South of County Road 42 and West of Blaine Page 74 of 152 Avenue Site Area: 265.07 Acres Land Use Designation: Business Park Current Zoning BP PUD-Business Park Planned Unit Development Surrounding Uses East: Business Park West: Public Institutional North: Business Park South: Agricultural Research CONTEXT The site is located within the University of Minnesota’s UMore Park. Planning for the development of the UMore Park property in Rosemount has been in process for many years. A key first step in this process was the creation of the UMore Park concept plan in 2008 that laid out the University’s vision of a sustainable, modern community. The University's Board of Regents has since pivoted from its original 2008 plan and approved a market-based approach for the development of UMore Park, which is expected to occur in stages spread across several decades. The first private development following a land sale in UMore is currently being constructed as Amber Fields, located west of Dakota County Technical College, which reflects the land use designations in the City’s Comprehensive Plan. Adopted in 2020 and looking forward to 2040, the City’s land use plan for the first time included future land use designations other than AGR over large portions of the UMore property in anticipation of development occurring over the next 5-30 years on the 3,000+ acre property. The proposed development areas and land uses were selected to be consistent with the University’s updated concept plan as well as the development scenarios investigated in the 2013 Alternative Urban Areawide Review (AUAR) for the entire property. The overall mix of proposed activities in the draft 2040 plan includes residential, commercial, and business uses, with the extension of urban services being timed in accordance with the 2030 and 2040 MUSA lines depicted in the plan. The 2040 plan calls for Business Park development over large portions of the UMore property east of DCTC. In addition to the AUAR, which investigated potential impacts of development within UMore Park and identified mitigation measures to minimize those impacts, the University conducted a remedial investigation of the UMore site at the request of the Minnesota Pollution Control Agency (MPCA). The purpose of the remedial investigation was to determine the source, magnitude, and extent of hazardous substances within UMore Park. The investigation identified areas of contamination which the University specifically avoided marketing for sale until remediation can be completed. An exhibit showing the results of the remedial investigation is included with the attachments. Following the City’s receipt of an application for the development of the subject property, an open house was held in the banquet room of the Rosemount Community Center to allow the public to view the plans for the site and to learn more about the proposed project and also about UMore Park generally. The most common concerns heard by staff related to water and electricity usage. Other concerns related to electromagnetic frequency (EMF) radiation and long-range, low-frequency noise were also noted. ISSUE ANALYSIS Legal Authority Page 75 of 152 Site Plan Reviews are quasi-judicial in nature. This means the Planning Commission is acting as a judge to determine if the regulations within the Comprehensive Plan, Zoning Ordinance, and approved Planned Unit Development Agreement are being followed. Generally, if the proposed site plan meets the standards and requirements for reviewing this type of request, it must be approved. The Planning Commission’s role is to weigh the technical aspects of the proposed site plan and not the end user. Plat The applicant has provided preliminary and final plats to be considered by the Planning Commission for approval. The proposed plat would create 4 new parcels from the University-owned land as well as right of way for Blaine and Audrey Avenues, which have been until now private roads owned by the University. The largest of the parcels created by the plat will contain the main functions of the site, while two smaller parcels will be created to accommodate an electrical substation to be built by Xcel Energy in the southeast corner of the site and a future water tower in the northeast corner adjacent to the intersection of Blaine Avenue and County Road 42. Finally, a parcel in the northwest corner of the plat area, west of the Audrey Avenue realignment, is expected to be transferred to DCTC. The plat shows this last parcel as a buildable lot, Lot 1, Block 2. Staff is recommending that the plat be updated to change that parcel to an outlot since it doesn’t meet the minimum lot area for the BP-Business Park zoning district. Staff is also recommending that a drainage and utility easement be placed over the wetland and 30’ buffer in the north central portion of the plat area. The Dakota County Plat Commission has reviewed the proposed plat, and is recommending its approval to the County Board, subject to conditions related to the access points along Blaine Avenue for the future water tower site and the electrical substation. Land Use and Zoning. The site is designated in Rosemount’s 2040 Future Land Use Plan for Business Park uses. This land use designation was applied in 2018 ahead of the most recent update to the City’s Comprehensive Plan adopted by the City Council in 2020. Typically, such an update would be tied to a specific project or would be incorporated into the overall plan update, but the Met Council indicated that it would not be accepting land use plan amendments after July 1, 2018 to allow its staff time to review communities’ statutorily-required comprehensive plan updates. The designation is reflective of the development scenarios contained within the Alternative Urban Areawide Review (AUAR) for UMore Park, which anticipated business park type development in the northeastern portion of the area. Prior to the Comprehensive Plan update, the land in UMore was designated as AGR-Agricultural Research. In addition to changing the designation of the subject property, the City’s 2040 Future Land Use Plan also updated the guidance of land west of Dakota County Technical College for residential and commercial uses, such as the land being developed as Amber Fields. The zoning district regulating the development of the site is BP PUD-Business Park Planned Unit Development. The City Council approved a rezoning of the site from AG-Agriculture in March of 2023. At that time, the Council also approved a planned unit development on the site the applicant used to guide the design of the site plan. The proposed use is consistent with the site’s land use and zoning designations. Planned Unit Development A planned unit development master development plan was approved for the site by the City Council in Page 76 of 152 March of 2023. Section 11-10-6 of the City Code calls for a two-step process in the approval of Planned Unit Developments. The first step is approval of the master development plan that authorizes specific site development standards, including any deviations from the code requested by the applicant. In this case, the applicant requested deviations related to building material standards, outdoor mechanical equipment, landscaping etc. The tradeoff by the applicant is that most of the deviations are only applicable when buildings and structures are located farther than 300’ from a public right-of-way to mitigate any impacts upon adjacent properties. The development standards are reviewed in detail n this report, with the PUD-specific standards noted. The second step in the PUD process is approval of a final site and building plan. In many cases, approval of the master development plan and the final site and building plan are granted concurrently, particularly when the PUD is limited to a single site. In this case, the applicant requested approval of the master development plan prior to approval of a final site and building plan to help guide the development of the site plan since the provisions within the PUD agreement, once recorded, become the zoning regulations for the site. In this report, the site plan is reviewed in detail against the development standards of the PUD, which are listed below, and the standards within the BP-Business Park zoning district not addressed by the PUD agreement. A copy of the staff report from the December 2022 Planning Commission meeting is included at the end of the attachments to provide further background. The following provisions were approved with the Planned Unit Development for the site, with some context for each provision provided where necessary: a. A deviation from Section 11-4-15 Business Park District: A. exempting substations from the design regulations of the BP District. The only design regulation related to substations is the requirement that screening be provided where substations are adjacent to R and C zoning districts. b. A deviation from Section 11-4-15 Business Park District: C. 3. allowing outdoor and mechanical equipment of size (not to exceed the aggregate building footprint), number, volume, and location to sufficiently serve the buildings and be in relational proximity to the buildings. The zoning code limits outdoor equipment to no more than 5,000 square feet in area. c. A deviation from Section 11-4-15 Business Park District: C. 4. increasing the maximum height of accessory structures from sixty (60) feet to eighty (80) feet for communication towers. This provision was requested to accommodate two communication towers which will be built on site. These towers will be 60’ in height. d. A deviation from Section 11-4-15 Business Park District: C. 7. to solidify an exemption from the site and building performance standards in subsection G (Site and Building Standards) of this section and require exterior materials to be made of high-quality, long-lasting materials compatible with their function. The zoning code states, “The City may exempt outdoor structures or equipment from the site and building performance standards in subsection G of this section; however, all such structures or equipment must be functional and shall be made of high quality long-lasting material compatible with both adjacent properties and other buildings in the BP District.” This provision affirms that the outdoor structures on the site would be exempt. e. A deviation from Section 11-4-15 Business Park District: G. 1 and 2. to waive the architectural Page 77 of 152 appearance and building massing standards for buildings sited greater than 300' from public right of way or to buildings sited less than 300' from the public right of way and less than 1,000SF. Buildings within 300’ of the public right of way and under 1,000 SF will be a single- story building designed with quality, ballistic resistant materials including steel, aluminum, and glazing. Exterior colors will be coordinated with the campus palette. All structures are located greater than 300’ from the property boundaries. f. A deviation from Section 11-4-15 Business Park District: G. 6. to apply the standards only to parking areas within fifty (50) feet and to loading areas within three hundred (300) feet of a public right of way or nonindustrial use or district. No parking or loading areas are located within 300’ of a public right of way or parcel boundary. g. A deviation from Section 11-4-15 Business Park District: G. 7. to allow rock, gravel, and/or mulch to also be used as an accent material for maintenance areas directly adjacent to a building, around utility access points (i.e. man holes, control valves, and hand holes), or in mechanical areas. h. A deviation from Section 11-4-15 Business Park District: G. 10. to apply the provisions of this section only to buildings within three hundred (300) feet of a public right of way. This section of the code relates to rooftop utilities and the need to screen them from public rights of way and adjacent residential districts. i. A deviation from Section 11-5-2 Supplementary Regulations: C. 1e. and h. to increase the maximum height of fences located at least fifty (50) feet from a public right of way from eight (8) feet to fourteen (14) feet. SITE PLAN General Site Layout The existing site features agricultural uses, stands of trees and woodland, and two wetlands. The main functional structures on the site will be two buildings, one approximately 297,000 square feet in area and another that is approximately 348,000 square feet in area. These two buildings will be located centrally on the site, approximately 880 feet from the northern parcel boundary that abuts County Road 42. Two additional buildings, one of which will contain offices that is 22,000 square feet in size and the other, which will contain support systems, will be 59,000 square feet. The support buildings are located east of the main function buildings but still 950 feet from the eastern parcel boundary along Blaine Avenue. Other site components include a gate house located along the main access drive approximately 600’ west of Blaine Avenue, electrical substations in the southeast portion of the site, and two mechanical yards containing cooling equipment and generators. Space is reserved for contractor laydown areas and parking during construction. These areas will be restored and landscaped upon completion of site development. Security fencing will enclose the functional area of the site, and the fence will be 150’ from the parcel boundary at its closest point. Lastly, the site plan shows two communication towers, neither of which is closer than 800’ to the parcel boundaries. Two permanent drives, one of which is emergency access only, will provide access to the site. The main access will be located along Blaine Avenue, and the emergency access will be along Audrey Avenue. A temporary construction access allowing right in/right out maneuvers will be located along Page 78 of 152 County Road 42 and has been approved by the County’s Plat Commission. Setbacks and Zoning Regulations The proposed site plan significantly exceeds the setback requirements for the site. The structure located nearest to the property boundary is the gate house located along the main access drive in the eastern portion of the site. It is located just over 600 feet from the eastern parcel boundary. The parking area closest to a property boundary is the parking area that will be located north of Building 1, which is more than 775 feet from the parcel boundary. The table below shows the required setback using Blaine Avenue as the front parcel boundary. All measurements are from the building or parking lot closest to the parcel boundary. In the case of the setback from the eastern frontage, the gate house and associated parking area is used. The primary buildings and parking are even further from the parcel boundary. Required Setback Provided Setback Frontage Building Parking Building Parking North (CSAH 42) 10 feet 10 feet 900 feet 775 feet East (Blaine Avenue) 30 feet 20 Feet 600 feet 561 feet South 10 feet 10 feet 765 feet 798 feet West (Audrey Avenue) 10 feet 10 feet 1365 feet 1080 feet Electrical Substations The site plan shows two electrical substations, one owned by the applicant and the other owned by Xcel Energy. The substations are considered Essential Service Facilities by the City Code and are permitted in all zoning districts except residential and public/institutional districts. The Code requires every fenced enclosure around an essential service facility to meet the principal building setback of the district in which it is located. Additionally, electrical substations adjacent to a lot or parcel in a residential, commercial, or public/institutional district must provide screening. Neither substation is adjacent to the listed uses or districts, therefore no screening is required. Frontage Required Setback Provided Setback East (Blaine Avenue) 30 feet 504 feet South 10 feet 192 feet The eastern substation owned by Xcel Energy will be accessed from Blaine Avenue via a separate driveway. The western substation that will be owned by the applicant will be accessed via an internal Page 79 of 152 driveway located within the fence that will surround the site. A separate site plan review by the Planning Commission for the eastern substation will be required prior to its construction. Building Materials and Massing The applicant applied and received approval for a Planned Unit Development Master Development Plan that included several exemptions related to building materials and architectural appearance standards in certain situations when a building is greater than 300 feet from a public right of way. Because the closest building is 600 feet from Blaine Avenue, all buildings are exempted from the specific requirements of the BP-Business Park zoning district architectural design standards. The two main function buildings will be 27’ 2”, single-story structures finished in a combination of pre- cast architectural concrete and metal wall panel assemblies. Building 3, which is the larger of the two support buildings, will be just under 35.5’ in height and a single story tall. Its exterior will be comprised of an insulated metal panel system. Building 4, which will house offices, will have exteriors composed of precast architectural concrete, metal wall panels, and windows. Lastly, the guardhouse is another single-story building finished with security glazing (windows) and aluminum curtain walls. All buildings fall below the maximum building height of 50’ for principal structures and 40’ for accessory structures. While the applicant received exemptions from the building material and architectural standards of the BP-Zoning district, the proposed structures would almost entirely conform with the requirements of the code except for the provisions requiring entry features and corner architecture. The applicant’s plans show a variation in materials that break up the large uninterrupted building walls, and the buildings’ low height and placement far from the property lines will mitigate any impacts resulting from the exemptions granted as part of the PUD. Outdoor Equipment The zoning ordinance limits outdoor equipment, such as generators and cooling systems, in the BP zoning district to no more than four outdoor structures or equipment clustered together in a total aggregate area not to exceed 5,000 square feet. The code also limits these structures to no more than sixty feet in height. The PUD provisions approved for the site allow for outdoor equipment of size (not to exceed the aggregate building footprint), number, volume, and location to sufficiently serve the buildings. The mechanical areas located just west of each main function buildings, which are 297,000 square feet and 348,000 square feet in area, are smaller than the buildings they are serving at 188,900 square feet and 198,100 square feet, respectively. The areas were calculated using the surrounding gravel areas; subtracting those areas and leaving only the equipment itself results in an aggregate total of outdoor equipment area of 187,200 square feet. A deviation from the city code increasing the maximum height of outdoor structures from sixty feet to eighty feet was also approved as part of the PUD. This deviation was requested to accommodate the two communication towers that will be built on site and located at least 800’ from the property boundary. The towers will be of a single 50’ pole topped with a 10’ lightning rod for a total height of 60’, which falls within the BP zoning district standard. Parking The parking requirement for the site based on the zoning ordinance is 364 stalls, or one per 2,000 square feet, based on a total building area of 727,627. The applicant’s plans show 283 stalls. The site Page 80 of 152 offers enough room that the difference could be made up by adding parking within the construction lay-down areas. Staff finds this sufficient as proof of parking. Based on conversations with the applicant, the actual parking need will be much lower than the 283 stalls provided once the site is in operation, and staff recommends approval of the parking plan as shown in the applicant’s plans. Should additional parking need to be added to the site, it will have to conform with the parking standards for the BP zoning district related to materials and engineering requirements such as stormwater management. Parking Ratio Parking Required Parking Provided 1 stall per 2,000 square feet of building area 364 stalls (727,627/2,000) 283 stalls The parking stalls are located throughout the site. Four stalls are located near the guardhouse, and two stalls are provided adjacent to each of the communication towers. Larger parking areas are provided near each of the 4 main buildings. Construction parking will be in the roughly 27 acres identified on the site plan as reserved contractor space. Landscaping and tree preservation The applicant has provided a detailed tree inventory of the site and a landscaping plan with a phasing plan showing what will be planted during construction and then after construction has been completed. Based on a site area of 10,882,417 square feet, and a code requirement of 1 tree per 3,000 square feet, a total of 3,628 trees are required on the site or 9,070 caliper inches based on a planting standard of 2.5 caliper inches per newly planted tree. The code allows existing trees that are retained to count toward the total trees required. With the applicant’s plan to retain over 50% of the existing trees, following development there will be 18,883 caliper inches of trees. This is equivalent to 7,553 newly planted trees. The Code requires a mix of trees containing no more than 25% coniferous trees. The planting schedule proposed for the site includes 27% coniferous trees, but given that the existing mix of trees is comprised mostly of deciduous trees, staff finds that this provision of the code is met by the applicant’s landscape plan. The applicant’s existing tree inventory identifies a total of 19,361 caliper inches of significant trees and 13,125 caliper inches of heritage trees within the main portion of the site and 2,799 caliper inches of significant trees and 2,515 heritage trees in the Xcel Substation area. The Code defines a significant tree as a healthy deciduous hardwood tree measuring a minimum of six (6) caliper inches in diameter, a healthy softwood deciduous tree measuring a minimum of twelve (12) caliper inches, or a healthy coniferous tree measuring a minimum of twelve feet (12') in height. A heritage tree is defined by the Code as a healthy hardwood deciduous tree measuring equal to or greater than twenty-seven inches (27") in diameter or a healthy coniferous evergreen tree greater than fifty feet (50') in height. Developers are permitted to remove up to 25% of the significant trees, based on caliper inches, before replacement is required at a ratio of .5:1. The applicant is proposing the removal of 8,342 caliper inches or 43% of significant trees, meaning 1,751 caliper inches are required to be replaced. All heritage trees removed during development must be replaced at a 1:1 ratio. In this case, the developer is proposing the removal 6,656 caliper inches of the 13,125 caliper inches of heritage trees located on Page 81 of 152 the site. Therefore, between the heritage trees removed and the 50% replacement required of the significant trees removed beyond 25%, a total of 8,407” of trees is required as replacement. The existing trees on site meet the minimum required, and the applicant’s landscape plan includes an additional 1,834” toward the replacement requirement. These tree preservation calculations do not take into account the area identified for the future Xcel substation, which will be reviewed through a separate site plan review. The landscaping plan shows foundation plantings in many of the more visible areas of the site such as near the building entrances and parking areas as well as around the guardhouse. A planting schedule indicating the total number of foundation plantings is not shown on the plan. Therefore, staff has included a condition of approval in the recommended action section that the landscape plan be updated with a schedule that meets the minimum requirement of one foundation planting per ten linear feet of building perimeter. In this case, based on a total building perimeter for the site of 7,177 linear feet, that amounts to 718 foundation plants. Landscaping Required Provided Trees 3,628 trees (1 per 3,000 square feet) 7,553 trees based on a 2.5 caliper inch planting. Tree Replacement Existing Trees (in caliper inches) To be removed Amount allowed without replacement Replacement Required Replacement Provided 19,361 inches of significant trees 8,342 inches 4,840 inches 1,751 inches (3,502 @ .5:1 ratio) 13,125 inches of heritage trees 6,656 inches 0 inches 6,656 inches 8,407 inches 1,834 inches With the standards approved within the site’s PUD agreement, the applicant is permitted to use rock, gravel and/or mulch as an accent material for maintenance areas directly adjacent to a building and around utility access points such as man holes, control valves, and hand holes, and in mechanical areas. These areas are mostly surrounding the largest two buildings while the areas around building entrances and parking lots will feature more traditional landscaping. The landscaping plan provided by the applicant is robust, and trees will be planted wherever practicable. The City Code has a provision that allows for the payment of a fee-in-lieu of replacement Page 82 of 152 in situations where the total amount of tree replacement required cannot occur on site. Staff finds that a fee-in-lieu is appropriate, and a condition of approval is included in staff’s recommendation to collect $920,200 in lieu of replacement. (6,573 inches/2.5 inches per tree=2,692 trees multiplied by $350 per tree according to the City’s fee schedule) Fencing The applicant requested and received approval for a deviation from the City Code related to a proposed security fence that will surround the functional area of the site. The PUD allows for a security fence up to 14’ in height, an increase from the 8’ standard in the zoning ordinance, where the fence is more than fifty feet from the property line. The site plan shows the fence being located 150’ from the property line at its nearest point. The Code requires fences to be constructed in a workmanlike manner of substantial materials widely accepted in the fencing industry and reasonably suited for the purpose for which the fence is intended. The applicant’s submittal includes an exhibit with security fence details showing a 10’ steel welded wire mesh fence, painted in black, for reference. Site Lighting The applicant’s site lighting plan shows pole mounted lights located throughout the site along all internal drives. The lighting will be mounted at a height of 27.5 feet, which is below the maximum of 30’ allowed by the City Code. The level of illumination near the property boundaries is highest at site access points but does not extend to adjacent properties. Therefore, staff finds the site lighting plan to be in conformance with the requirements of the City Code. Street Improvements Both Audrey and Blaine Avenues will be improved as part of the proposed development. The intersection of Audrey Avenue and County Road 42 will be shifted east to allow for alignment with a future extension of Audrey Avenue on the north side of County Road 42. This alignment avoids impacting a residence on the north side of County Road 42. A bituminous trail will be constructed on the west side of Audrey, and a 5’ sidewalk will be built in accordance with the requirements of the University as a condition of the sale of its land to the developer. A 12” watermain will be constructed up to the southern property line of the development within the Audrey Avenue right of way. Blaine Avenue will be improved to an urban design featuring curb and gutter and associated storm sewer along the side abutting the proposed development, while the eastern portion of the roadway will have a shoulder until development occurs immediately east of Blaine Avenue. The right of way will be graded to accommodate a future multi-use trail along its western side. As it currently exists, Blaine Avenue is 26’ wide. With the improvements, it will be 30’ wide and designed to accommodate future expansion to the east side of Blaine. A 16” watermain will be installed within the right of way as part of these improvements. A new turn lane along the south side of 42 will also be constructed as part of the improvements to Blaine Avenue. Lastly, the County has approved a temporary signal light for the intersection of Blaine and 42 to manage the traffic that will be generated during the construction of the site. The proposed project is projected to generate 241 trips (224 entering and 17 exiting) during the morning peak hour of 7:00 a.m. to 8:00 a.m., 367 trips (0 entering and 367 exiting) during the evening peak hour of 4:30 p.m. to 5:30 p.m., and 610 trips (595 entering and 15 exiting) between 6 and 7 a.m. The bulk of the traffic Page 83 of 152 generated by the site during construction will be outside the morning and evening peak hours. Utilities The applicant provided detailed water, sewer and storm sewer plans which are being reviewed by the City’s engineering staff and consultants. The water plan provided shows the site connecting to the municipal water system via an 8” line to the water main being constructed with the improvements to Audrey Avenue along the western parcel boundary. The City’s public works department has budgeted for the water utilization by the site, and the proposed project does not qualify as a Significant Industrial User (SIU) as defined by the MPCA. An SIU is a user that has the potential to impact the publicly owned treatment works, contributes 5% or more of flow or load of any pollutant of concern to the POTW, or contributes 25,000 gallons or more per day of industrial process wastewater discharge. The water usage is expected to be on par with what a few dine-in restaurants or half of what a 100-room hotel would use on an average basis. The sanitary sewer system within the site will include an onsite lift station and will discharge to an existing Met Council main in the northwestern corner of the site near the intersection of Audrey Avenue and County Road 42. Stormwater will be managed on site through a series of detention ponds containing infiltration areas that surround the development area. The City review of the stormwater infrastructure is ongoing as the overall design of the storm water infiltration basins may change to ensure the greatest efficiency. This is because the onsite ponding will be part of the larger, regional stormwater management system, and it is likely the City will be responsible for the ongoing maintenance of at least some of the ponding areas. A memorandum by the City's engineer dated November 22, 2023 is included in the attachments. Adherence to the requirements provided in the memo is listed in the conditions of approval. Other utilities located onsite include electrical duct banks and fiber duct banks, which will be located underground and maintained by the property owner, and an electrical transmission line that will run down the eastern property boundary to connect to Xcel’s future substation. The City approved construction of the transmission line in 2023, and the Public Utility Commission granted Xcel permission to construct the electrical substation and to service the subject property. Wetlands There are two wetlands located in the northern portion of the site near County Road 42. The City’s wetland inventory in the Comprehensive Wetland Management Plan classifies wetlands based on characteristics such as water quality and biodiversity. The wetlands onsite are classified in the City’s wetland inventory as Manage 2, which is the second lowest classification and requires a minimum buffer of 30’ surrounding the wetlands. The applicant’s plans depict the buffer, and the western wetland is located entirely within a proposed drainage and utility easement. Staff is recommending a drainage and utility easement be dedicated over the other wetland and its buffer area as part of the plat approval. Additionally, in accordance with the requirements of the City Code, a conservation easement must also be recorded over the wetlands and their associated buffers. A condition of approval related to this is also included in the recommended action. Parks and Trails Staff in the Parks and Recreation department reviewed the proposed development and provided a memorandum recommending that the City collect cash in-lieu of land dedication. Based on the size of Page 84 of 152 the development, that amounts to a cash dedication in the amount of $2,252,500 (10% of 265.07 acres x $85,000 per acre). The plans for the development of the site include a bituminous trail along the west side of Audrey Avenue. A future bituminous trail along the west side of Blaine Avenue is provided for through the grading plans associated with improvements to the roadway. Other Issues On November 15, 2023, an open house was held jointly by the City, University, and the applicant to share the development plans for the site and information about the ongoing development of UMore Park. The most common concerns heard by staff at the meeting related to the project's potential water usage and electrical needs. Staff also heard concerns related to electromagnetic frequency (EMF) radiation and low-frequency sound that can travel over farther distances. Representatives from Xcel Energy provided information to residents during the open house on the topic of EMF radiation and noted that there are no environmental concerns in association with this project. The applicant provided highlights from a noise study conducted by an acoustic engineering firm to determine the potential impacts of noise on the surrounding properties. The study modeled a constant mechanical operating scenario and a generator maintenance scenario. Noise levels are predicted to be up to 15dB below the noise criteria of the Minnesota Pollution Control Agency, Dakota County, and the City. The noise study also considered low frequency noise. One-third octave band data were evaluated, which verified the absence of low frequency noise concerns in selected equipment. The mix of frequencies and equipment selected for the site were confirmed to not contain low-frequency pure tones and has not been associated with disruption to wildlife. CONCLUSION AND RECOMMENDATION Staff finds the proposed final site and building plan meets the requirements of the Zoning Code and the approved Planned Unit Development, subject to the conditions included in the recommended action. Staff also finds the proposed preliminary and final plats to be in conformance with the requirements of the Code. Therefore, staff is recommending approval of the requests, subject to the listed conditions. 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RESERVED CONTRACTOR SPACE 5.39 AC. RESERVED CONTRACTOR SPACE 2.71 AC. RESERVED CONTRACTOR SPACE 5.11 AC. RESERVED CONTRACTOR SPACE 1.72 AC. RESERVED CONTRACTOR SPACE 9.69 AC. SCALE: PROJECT NO: P R O J E C T: DATE: DWG. NO: SHEET SIZE:E (36"x48") PROJECT ISSUANCES SHEET REVISIONS GENERAL NOTES SHEET LEGEND No.Description Date B22-01015 ENTITLEMENTS II PACKAGE 2023-10-31 2023-10-31 PROJECT BIGFOOT DRAF T N O T F O R CONS T R U C T I O N OWNER REGENTS OF THE UNIVERSITY OF MINNESOTA 335 MORRILL HALL, 100 CHRUCH ST. SE MINNEAPOLIS, MN 55455 APPLICANT TRISHA SIEH C/O JIMNIST LLC 11995 SINGLETREE LANE SUITE 225 EDEN PRAIRIE, MN 55344 CIVIL ENGINEER KIMLEY-HORN & ASSOCIATES, INC TRISHA SIEH, P.E. 11995 SINGLETREE LANE SUITE 225 EDEN PRAIRIE, MN 55344 SURVEYOR EGAN, FIELD & NOWAK, INC. ERIC ROESER 1229 TYLER STREET NE, SUITE 100 MINNEAPOLIS, MN 55413 PRELIMINARY PLAT DATA TABLE LOT 1, BLOCK 1 10,509,025 SF (± 241.25 AC) LOT 2, BLOCK 1 627,271 SF (± 14.40 AC) LOT 3, BLOCK 1 104,996 SF (± 2.14 AC) LOT 1, BLOCK 2 38,235 SF (± 0.88 AC) RIGHT OF WAY DEDICATION 278,793 SF (± 6.40 AC) TOTAL AREA 11,558,320 SF (± 265.07 AC) EXISTING SUBJECT SITE LEGAL DESCRIPTION THAT PART OF THE SOUTH HALF OF SECTION 26 AND THE NORTH HALF OF SECTION 35, TOWNSHIP 115 NORTH, RANGE 19 WEST, DAKOTA COUNTY, MINNESOTA DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SOUTH HALF OF SECTION 26; THENCE NORTH 89 DEGREES 53 MINUTES 38 SECONDS WEST. ASSUMED BEARING, ALONG THE NORTH LINE OF SAID SOUTH HALF OF SECTION 26, A DISTANCE OF 4571.81 FEET TO THE EAST LINE OF THE WEST 730.00 FEET OF SAID SOUTH HALF OF SECTION 26, ALSO BEING THE EAST LINE OF THE WEST 730.00 FEET OF THE SOUTHWEST QUARTER OF SAID SECTION 26; THENCE SOUTH 00 DEGREES 30 MINUTES 08 SECONDS WEST ALONG SAID EAST LINE OF THE WEST 730.00 FEET OF THE SOUTH HALF OF SECTION 26, A DISTANCE OF 137.00 FEET TO THE SOUTH LINE OF THE NORTH 137.00 FEET OF SAID SOUTH HALF OF SECTION 26, ALSO BEING THE SOUTH LINE OF THE NORTH 137.00 FEET OF SAID SOUTHWEST QUARTER OF SECTION 26; THENCE SOUTH 89 DEGREES 53 MINUTES 38 SECONDS EAST ALONG SAID SOUTH LINE OF THE NORTH 137.00 FEET OF THE SOUTH HALF OF SECTION 26, A DISTANCE OF 478.89 FEET; THENCE SOUTH 01 DEGREE 28 MINUTES 55 SECONDS WEST, DISTANCE OF 538.40 FEET; THENCE SOUTHERLY 141.25 FEET, ALONG A TANGENTIAL CURVE, CONCAVE TO THE WEST, HAVING A CENTRAL ANGLE OF 22 DEGREES 06 MINUTES 25 SECONDS AND A RADIUS OF 366.07 FEET; THENCE SOUTHERLY 99.48 FEET, ALONG A REVERSE CURVE, CONCAVE TO THE EAST, HAVING A CENTRAL ANGLE OF 23 DEGREES 38 MINUTES 15 SECONDS AND A RADIUS OF 241.12 FEET; THENCE SOUTH 00 DEGREES 02 MINUTES 54 SECONDS EAST, TANGENT TO LAST DESCRIBED CURVE, A DISTANCE OF 2031.55 FEET TO THE SOUTH LINE OF THE NORTH 300.00 FEET OF SAID NORTH HALF OF SECTION 35; THENCE NORTH 89 DEGREES 57 MINUTES 16 SECONDS EAST, ALONG SAID SOUTH LINE OF THE NORTH 300.00 FEET OF THE NORTH HALF OF SECTION 35, A DISTANCE OF 4130.41 FEET TO THE EAST LINE OF SAID NORTH HALF OF SECTION 35; THENCE NORTH 00 DEGREES 27 MINUTES 47 SECONDS EAST, ALONG SAID EAST LINE OF THE NORTH HALF OF SECTION 35, A DISTANCE OF 300.01 FEET TO THE NORTHEAST CORNER OF SAID NORTH HALF OF SECTION 35; THENCE NORTH 00 DEGREES 31 MINUTES 30 SECONDS EAST, ALONG THE EAST LINE OF SAID SOUTH HALF OF SECTION 26, A DISTANCE OF 2629.74 FEET TO THE POINT OF BEGINNING. PROPOSED SUBJECT SITE LEGAL DESCRIPTION BUILDING DATA SUMMARY AREAS PROPOSED PROPERTY 627,271 SF (± 14.40 AC) BUILDING AREA ± 728,253 SF (11.7% OF TOTAL PROPERTY AREA) PROPERTY SUMMARY ZONING SUMMARY EXISTING ZONING PLANNED-UNIT DEVELOPMENT PROPOSED ZONING PLANNED-UNIT DEVELOPMENT PARKING SETBACKS SIDE/REAR = 10' FRONT = 20' BUILDING SETBACKS FRONT = 30' SIDE = 10' REAR = 10' CATCH BASIN ELECTRIC BOX GATE VALVE HYDRANT UTILITY POLE GAS METER SANITARY MANHOLE STORM MANHOLE LIMITED ACCESS UNDERGROUND ELECTRIC UNDERGROUND GAS OVERHEAD WIRE SANITARY SEWER STORM SEWER WATERMAIN CULVERT UNDERGROUND TELECOMMUNICATION SIGN PROPERTY LINE SANITARY SEWER WATERMAIN UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER SS SD EXISTING PROPOSED SANITARY SEWER MANHOLE GATE VALVE HYDRANT TEE REDUCER SANITARY CLEANOUTCO PROPERTY LINE EASEMENT LINE SETBACK LINE EXISTING CONTOUR PROPOSED CONTOUR925 LOT 1, 2, 3, BLOCK 1, UMORE PARK ADDITION, FURTHER DESCRIBED AS: THAT PART OF THE SOUTH HALF OF SECTION 26 AND THE NORTH HALF OF SECTION 35, TOWNSHIP 115 NORTH, RANGE 19 WEST, DAKOTA COUNTY, MINNESOTA DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SOUTH HALF OF SECTION 26; THENCE NORTH 89 DEGREES 53 MINUTES 38 SECONDS WEST, ASSUMED BEARING, ALONG THE NORTH LINE OF SAID SOUTH HALF OF SECTION 26, A DISTANCE OF 4571.81 FEET TO THE EAST LINE OF THE WEST 730.00 FEET OF SAID SOUTH HALF OF SECTION 26, ALSO BEING THE EAST LINE OF THE WEST 730.00 FEET OF THE SOUTHWEST QUARTER OF SAID SECTION 26; THENCE SOUTH 00 DEGREES 30 MINUTES 08 SECONDS WEST ALONG SAID EAST LINE OF THE WEST 730.00 FEET OF THE SOUTH HALF OF SECTION 26, A DISTANCE OF 137.00 FEET TO THE SOUTH LINE OF THE NORTH 137.00 FEET OF SAID SOUTH HALF OF SECTION 26, ALSO BEING THE SOUTH LINE OF THE NORTH 137.00 FEET OF SAID SOUTHWEST QUARTER OF SECTION 26; THENCE SOUTH 89 DEGREES 53 MINUTES 38 SECONDS EAST ALONG SAID SOUTH LINE OF THE NORTH 137.00 FEET OF THE SOUTH HALF OF SECTION 26, A DISTANCE OF 478.89 FEET; THENCE SOUTH 01 DEGREE 28 MINUTES 55 SECONDS WEST, DISTANCE OF 538.40 FEET; THENCE SOUTHERLY 141.25 FEET, ALONG A TANGENTIAL CURVE, CONCAVE TO THE WEST, HAVING A CENTRAL ANGLE OF 22 DEGREES 06 MINUTES 25 SECONDS AND A RADIUS OF 366.07 FEET; THENCE SOUTHERLY 99.48 FEET, ALONG A REVERSE CURVE, CONCAVE TO THE EAST, HAVING A CENTRAL ANGLE OF 23 DEGREES 38 MINUTES 15 SECONDS AND A RADIUS OF 241.12 FEET; THENCE SOUTH 00 DEGREES 02 MINUTES 54 SECONDS EAST, TANGENT TO LAST DESCRIBED CURVE, A DISTANCE OF 2031.55 FEET TO THE SOUTH LINE OF THE NORTH 300.00 FEET OF SAID NORTH HALF OF SECTION 35; THENCE NORTH 89 DEGREES 57 MINUTES 16 SECONDS EAST, ALONG SAID SOUTH LINE OF THE NORTH 300.00 FEET OF THE NORTH HALF OF SECTION 35, A DISTANCE OF 4130.41 FEET TO THE EAST LINE OF SAID NORTH HALF OF SECTION 35; THENCE NORTH 00 DEGREES 27 MINUTES 47 SECONDS EAST, ALONG SAID EAST LINE OF THE NORTH HALF OF SECTION 35, A DISTANCE OF 300.01 FEET TO THE NORTHEAST CORNER OF SAID NORTH HALF OF SECTION 35; THENCE NORTH 00 DEGREES 31 MINUTES 30 SECONDS EAST, ALONG THE EAST LINE OF SAID SOUTH HALF OF SECTION 26, A DISTANCE OF 2629.74 FEET TO THE POINT OF BEGINNING. PRELIMINARY PLAT Page 89 of 152 Page 90 of 152 Page 91 of 152 Page 92 of 152 PROPERTY LINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR SECTION LINE EXISTING FIBER EXISTING GAS LINE EXISTING POWER OVERHEAD EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING WATER CAUTION: EXISTING WETLANDS AND STREAM: CONTRACTOR SHALL NOT DISTURB ANY WETLAND OR STREAM CHANNEL AREAS. EXISTING TREE LINE EXISTING TREE LINE REMOVAL. REFERENCE TREE PRESERVATION PLAN WETLAND BUFFER LINE EXISTING DRAINAGE FLOW WET WET WE T WET WET WET WET WET WE T LOD LOD L O D LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LO D LOD LO D LOD LO D LOD LOD LO D LO D LO D LO D LOD LOD LO D L O D LOD LO D LOD LOD LOD LODLOD L O D LO D LO D LO D LOD LOD LOD LODLOD LOD LO D LO D LO D LO D LO D LO D LOD LO D LOD LO D LO D LO D LO D L O D LOD LOD 2 3 1 WETLAND WETLAND WETLAND 145TH STREET (CR 42) BL A I N E A V E N U E AU D R E Y A V E N U E E 152ND STREET SCALE: DWG. TITLE PROJECT NO: P R O J E C T: DATE: DWG. NO: SHEET SIZE:E (36"x48") KEY PLAN PROJECT ISSUANCES SHEET REVISIONS GENERAL NOTES SHEET LEGENDSHEET NOTES NOTE: NOT ALL SHEET NOTES BELOW MAY BE USED ON THIS SHEET# No.Description Date B22-01015 ENTITLEMENT II PACKAGE 2023-10-31 2023-10-31 PROJECT BIGFOOT DRAF T N O T F O R CONS T R U C T I O N C000.03 EXISTING CONDITIONS AND DEMOLITION PLAN WATER MAIN RELOCATION PER SEPARATE PLANS REMOVE EXISTING STORM PIPE AND STRUCTURES REMOVE EXISTING STORM PIPE AND STRUCTURES REMOVE EXISTING STORM PIPE AND STRUCTURES REMOVE EXISTING POWER POLE AND APPURTENANCES COORDINATE WITH POWER PROVIDER REMOVE EXISTING POWER POLE AND OVERHEAD LINES. COORDINATE WITH POWER PROVIDER REMOVE EXISTING STORM OUTLET STRUCTURE. PIPE TO REMAIN IN PLACE PARCEL ID: 34-02600-70-013 OWNER: REGENTS OF UNIVERSITY OF MN PARCEL ID: 34-02500-50-012 OWNER: REGENTS OF UNIVERSITY OF MN PARCEL ID: 34-03500-01-011 OWNER: REGENTS OF UNIVERSITY OF MN PARCEL ID: 34-03600-25-010 OWNER: REGENTS OF UNIVERSITY OF MN P A R C E L I D : 3 4 - 0 2 6 0 0 - 7 5 - 0 2 0 O W N E R : B D O F T R U S T E E M N S T A T E C O L L E G E S & U N I V PARCEL ID: 34-02500-50-012 OWNER: REGENTS OF UNIVERSITY OF MN PARCEL ID: 34-02600-75-030 OWNER: BD OF TRUSTEE MN STATE COLLEGES & UNIV PARCEL ID: 34-02600-70-013 OWNER: REGENTS OF UNIVERSITY OF MN PARCEL ID: 34-02600-70-013 OWNER: REGENTS OF UNIVERSITY OF MN EX. 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FILL PLACEMENT COMPACTION RECOMMENDATION (ASTM D698 - STANDARD PROCTOR) MOISTURE CONTENT (PERCENT OF OPTIMUM) STRUCTURAL FILLS (ALL FILL AREAS)98 %-3 TO +3 PERCENT FLOOR SLABS 95 %-3 TO +3 PERCENT UTILITY TRENCHES 95 %-3 TO +3 PERCENT RETAINING WALLS 98 %-3 TO +3 PERCENT ALL OTHER LOCATIONS 95 %-3 TO +3 PERCENT AREAS OF FILL PLACEMENT COMPACTION RECOMMENDATION (ASTM D1157 - MODIFIED PROCTOR) MOISTURE CONTENT (PERCENT OF OPTIMUM) PAVEMENT 98 %-3 TO +3 PERCENT 1.CONTOURS REPRESENT TOP OF SLAB IN PAVED AREAS AND FINISHED GRADE IN NON-PAVED AREAS. 2.CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS. 3.FINISHED GRADE ELEVATION AT BUILDING DOOR LOCATIONS SHALL MATCH FINISHED FLOOR ELEVATION. 4.CONTRACTOR SHALL REFERENCE AND FOLLOW THE REPORT OF GEOTECHNICAL EXPLORATION PREPARED BY TERRACON. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN A COPY, REVIEW, AND FOLLOW THE RECOMMENDATIONS OF THE FULL REPORT AND ALL ISSUED ADDENDA. GRADING INFORMATION TABLE AREA CONTOURS REPRESENT STREETS / INTERNAL DRIVES FINISHED GROUND (TOP OF SLAB) PARKING LOT PAVED AREAS FINISHED GROUND (TOP OF SLAB) BUILDING AREAS FINISHED GROUND (FINISHED FLOOR ELEV.) DETENTION AREAS FINISHED GROUND ALL OTHER NON-PAVED / NON-BUILDING AREAS FINISHED GROUND *NOTE: AFTER COMPLETION AND APPROVAL OF MASS GRADING BY ENGINEER, ALL NON-HARDSCAPED AREAS SHALL RECEIVE 6" (MINIMUM) OF TOPSOIL FOR FINAL SEEDING AND STABILIZATION. CAUTION: EXISTING WETLANDS AND STREAM: CONTRACTOR SHALL NOT DISTURB ANY WETLAND OR STREAM CHANNEL AREAS. PROPOSED STORM/SANITARY MANHOLE STORMWATER BASIN PROPOSED STORM SEWER 93 0 930 930 940 930 92 0 920 9 3 0 920 950 94 0 95 0 940 940 920 940 94 0 94 2 94 2 94 2 94 2 940 920 920 920 920 926 930 930 940 930 910 910 920 940 94 0 94 0 93 4 93 6 93 8 94 2 94 2 93 0 92 4 93 0 92 4 920 926 920 930 940 950 940 94 0 930 920 93 0 92 6 92 6 92 0 940 930 93 2 93 4 94 0 930 930 930 940 9 4 0 9 4 0 92 0 92 0 94 0 942 92 2 91 6 92 2 92 2 918 926 914 912 90 8 90 2 942942 940 932 934 936938 928 926 942 942 942 93 8 936 934 930 936 938 RF T RF T E 152ND STREET GSID F GH1 FFE=932.00 NOPARKING VAN GC GCGC GCVANVANVANVAN GC GCGC GCEVEVEVEVEVEVEVEV VANVANVANVAN NOPARKING VANVAN NOPARKING NOPARKING VANGCGC GCGC GC GC EMEM EVEV EV EV EV EVEVEVEVEV FUTEV FUTEV FUTEV FUTEV FUTEV FUTEV FUTEV FUTEV FUTEV FUTEV VAN VAN VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITORVAN BUILDING 2 ±297,000 SF FFE=942.25 BUILDING 1 ±348,000 SF FFE=943.25 BUILDING 3 ±59,000 SF FFE=943.25 BUILDING 4 ±22,000 SF FFE=943.75 RESERVED CONTRACTOR SPACE RESERVED CONTRACTOR SPACE RESERVED CONTRACTOR SPACERESERVED CONTRACTOR SPACE RESERVED CONTRACTOR SPACE RESERVED CONTRACTOR SPACE PROVIDER SWITCHING STATION (BY OTHERS) OWNER SUBSTATION BMP B: NURP W/ INFILTRATION RING BMP A: NURP W/ INFILTRATION RING BMP G: NURP W/ INFILTRATION RING BMP F: NURP W/ INFILTRATION RING BL A I N E A V E N U E 145TH STREET (CR 42) AU D R E Y A V E N U E BMP E: NURP W/ INFILTRATION RING BMP C: INFILTRATION BASIN BMP D: NURP FIRE TANK FU T U R E EX P A N S I O N MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MHMH MH MH MH MH MH MH SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSDSDSDSD SD SD SD SD SD SD SDSDSD SDSDSD SD SDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D SD SD SD MH MH WET WET WE T WET WET WET WET WET WE T LOD LOD L O D LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LO D LOD LO D LOD LO D LOD LOD LO D LO D LO D LO D LOD LOD LO D L O D LOD LO D LOD LOD LOD LODLOD L O D LO D LO D LO D LOD LOD LOD LODLOD LOD LO D LO D LO D LO D LO D LO D LOD LO D LOD LO D LO D LO D LO D L O D LOD LOD BOTTOM OF NURP BASIN: 900.80 NWL: 907.70 NURP VOLUME REQUIRED: 2.48 AC-FT NURP VOLUME PROVIDED: 3.07 AC-FT BOTTOM OF INFILTRATION BASIN: 907.70 INFILTRATION VOLUME PROVIDED: 5.20 AC-FT 100-YR HWL: 910.80 TOP OF BASIN: 912.70 BOTTOM OF INFILTRATION BASIN: 917.80 INFILTRATION VOLUME PROVIDED: 31.44 AC-FT 100-YR HWL: 920.14 TOP OF BASIN: 923.70 BOTTOM OF NURP BASIN: 917.00 NWL: 923.70 NURP VOLUME REQUIRED: 5.60 AC-FT NURP VOLUME PROVIDED: 5.63 AC-FT BOTTOM OF INFILTRATION BASIN: 922.00 INFILTRATION VOLUME PROVIDED: 6.13 AC-FT 100-YR HWL: 924.77 TOP OF BASIN: 928.00 BOTTOM OF NURP BASIN: 917.80 NWL: 923.70 NURP VOLUME REQUIRED: 10.36 AC-FT NURP VOLUME PROVIDED: 10.86 AC-FT BOTTOM OF INFILTRATION BASIN: 923.70 INFILTRATION VOLUME PROVIDED: 34.64 AC-FT 100-YR HWL: 926.81 TOP OF BASIN: 929.70 BOTTOM OF INFILTRATION BASIN: 928.00 INFILTRATION VOLUME PROVIDED: 18.37 AC-FT 100-YR HWL: 930.68 TOP OF BASIN: 934.00 BOTTOM OF NURP BASIN: 915.00 NWL: 920.00 NURP VOLUME REQUIRED: 4.46 AC-FT NURP VOLUME PROVIDED: 6.21 AC-FT BOTTOM OF INFILTRATION BASIN: 920.00 INFILTRATION VOLUME PROVIDED: 9.64 AC-FT 100-YR HWL: 922.50 TOP OF BASIN: 926.00 BOTTOM OF NURP BASIN: 911.80 NWL: 917.80 NURP VOLUME REQUIRED: 1.00 AC-FT NURP VOLUME PROVIDED: 1.26 AC-FT TOP OF BASIN: 917.80 BOTTOM OF NURP BASIN: 916.00 NWL: 920.00 NURP VOLUME REQUIRED: 5.49 AC-FT NURP VOLUME PROVIDED: 6.04 AC-FT 100-YR HWL: 923.46 TOP OF BASIN: 924.75 BOTTOM OF NURP BASIN: 913.80 NWL: 917.80 NURP VOLUME REQUIRED: 0.38 AC-FT NURP VOLUME PROVIDED: 0.51 AC-FT TOP OF BASIN: 917.80 BOTTOM OF NURP BASIN: 922.00 NWL: 928.00 NURP VOLUME REQUIRED: 8.20 AC-FT NURP VOLUME PROVIDED: 8.51 AC-FT TOP OF BASIN: 928.00 BOTTOM OF NURP BASIN: 922.00 NWL: 928.00 NURP VOLUME REQUIRED: 4.66 AC-FT NURP VOLUME PROVIDED: 4.73 AC-FT TOP OF BASIN: 928.00 SCALE: DWG. TITLE PROJECT NO: P R O J E C T: DATE: DWG. NO: SHEET SIZE:E (36"x48") KEY PLAN PROJECT ISSUANCES SHEET REVISIONS GENERAL NOTES SHEET LEGENDSHEET NOTES NOTE: NOT ALL SHEET NOTES BELOW MAY BE USED ON THIS SHEET# No.Description Date B22-01015 ENTITLEMENT II PACKAGE 2023-10-31 2023-10-31 PROJECT BIGFOOT DRAF T N O T F O R CONS T R U C T I O N C200.00 OVERALL GRADING PLAN Page 96 of 152 SCALE: DWG. TITLE PROJECT NO: P R O J E C T: DATE: DWG. NO: SHEET SIZE:E (36"x48") PROJECT ISSUANCES SHEET REVISIONS No.Description Date B22-01015 ENTITLEMENTS II PACKAGE 2023-10-31 2023-10-04 PROJECT BIGFOOT DRAF T N O T F O R CONS T R U C T I O N EX-01 EXTERIOR ELEVATIONS - BUILDING 1 LEVEL 01 0" 1-A 1-B 1-E 1-F 1-I 1-J T/O DCB PARAPET 27' -2" 24' - 2"36' - 4"36' - 4"36' - 4"43' - 8"36' - 4"36' - 4"36' - 4"24' - 2" 5 A220.1-1 2 A220.1-1 4 A220.1-1 1-C 1-D 1-G 1-H LEVEL 01 0" 1-2 1-3 1-4 1-5 1-6 1-7 1-8 1-9 1-10 1-131-1 T/O DCB PARAPET 27' -2" 1-121-11 A220.1-1 1 1-14 1-15 1-16 1-17 1-18 1-19 1-20 1-21 1-22 40' - 0"40' - 0"40' - 0"43' - 0"32' - 0"32' - 0"32' - 0"32' - 0"36' - 9"2' - 3"42' - 6"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"42' - 6"2' - 3"34' - 9"42' - 6"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"42' - 6"27' - 6" 1-24 1-25 1-281-271-26 1-29 1-30 1-31 1-321-23 LEVEL 01 0" 1-A1-B1-E1-F1-I1-J T/O DCB PARAPET 27' -2" 24' - 2"36' - 4"36' - 4"36' - 4"43' - 8"36' - 4"36' - 4"36' - 4"24' - 2" 1-C1-D1-G1-H 5' - 0" 31 EQ PANELS @ 10' - 0" TYP. 310' - 0"5' - 0" LEVEL 01 0" 1-21-31-41-51-61-71-81-91-101-13 1-1 T/O DCB PARAPET 27' -2" 1-12 1-11 40' - 0"40' - 0"40' - 0"43' - 0"32' - 0"32' - 0"32' - 0"32' - 0"36' - 9"2' - 3"42' - 6"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"42' - 6"2' - 3"34' - 9"42' - 6"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"42' - 6"27' - 6" 1-141-151-161-171-181-191-201-211-221-241-251-28 1-27 1-261-291-301-311-32 1-23 SUPPLY AIR DUCT, REFER TO MECHANICAL A220.2-1 4 A220.2-1 3 A220.2-1 2 A220.2-1 1A220.1-1 3 1/32" = 1'-0"1 EXTERIOR ELEVATION - OVERALL DCB1 EAST 1/32" = 1'-0"2 EXTERIOR ELEVATION - OVERALL DCB1 SOUTH 1/32" = 1'-0"3 EXTERIOR ELEVATION - OVERALL DCB1 WEST 1/32" = 1'-0"4 EXTERIOR ELEVATION - OVERALL DCB1 NORTH T/O BLDG 1T/O DCB PA T/O BLDG 1T/O DCB PA T/O BLDG 1T/O DCB PA T/O BLD 1 T/O BLDG 1T/O DCB PA BLDG 1 EAST- OVERALL DCB1 EASTBLDG 1 EAST BLDG 1 SOUTHOVERALL DCB1 SOUTHBLDG 1 SOUTH BLDG 1 WESTOVERALL DCB1 WESTBLDG 1 WEST BLDG 1 NORTHOVERALL DCB1 NORTHBLDG 1 NORTH EX-04EX-04EX-04 EX-04 EX-04 EX-05 EX-05 EX-05 EX-05 LEVEL 01 0" 1-A 1-B 1-E 1-F 1-I 1-J T/O DCB PARAPET 27' -2" 24' - 2"36' - 4"36' - 4"36' - 4"43' - 8"36' - 4"36' - 4"36' - 4"24' - 2" 5 A220.1-1 2 A220.1-1 4 A220.1-1 1-C 1-D 1-G 1-H PROVIDE DESIGN WHICH ENSURES PERMANENT VISUAL PRIVACY BOTH DAY AND NIGHT FOR ERAD ROOM SUCH AS FRIT. SPANDREL FROM FF TO +42" 3' - 6 " LEVEL 01 0" 1-2 1-3 1-4 1-5 1-6 1-7 1-8 1-9 1-10 1-131-1 T/O DCB PARAPET 27' -2" 1-121-11 A220.1-1 1 1-14 1-15 1-16 1-17 1-18 1-19 1-20 1-21 1-22 40' - 0"40' - 0"40' - 0"43' - 0"32' - 0"32' - 0"32' - 0"32' - 0"36' - 9"2' - 3"42' - 6"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"42' - 6"2' - 3"34' - 9"42' - 6"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"42' - 6"27' - 6" 1-24 1-25 1-281-271-26 1-29 1-30 1-31 1-321-23 1 LEVEL 01 0" 1-A1-B1-E1-F1-I1-J T/O DCB PARAPET 27' -2" 24' - 2"36' - 4"36' - 4"36' - 4"43' - 8"36' - 4"36' - 4"36' - 4"24' - 2" 1-C1-D1-G1-H 5' - 0" 31 EQ PANELS @ 10' - 0" TYP. 310' - 0"5' - 0" LEVEL 01 0" 1-21-31-41-51-61-71-81-91-101-13 1-1 T/O DCB PARAPET 27' -2" 1-12 1-11 40' - 0"40' - 0"40' - 0"43' - 0"32' - 0"32' - 0"32' - 0"32' - 0"36' - 9"2' - 3"42' - 6"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"42' - 6"2' - 3"34' - 9"42' - 6"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"42' - 6"27' - 6" 1-141-151-161-171-181-191-201-211-221-241-251-28 1-27 1-261-291-301-311-32 1-23 A220.2-1 4 A220.2-1 3 A220.2-1 2 A220.2-1 1A220.1-1 3 1 1/32" = 1'-0"1 EXTERIOR ELEVATION - OVERALL DCB1 EAST 1/32" = 1'-0"2 EXTERIOR ELEVATION - OVERALL DCB1 SOUTH 1/32" = 1'-0"3 EXTERIOR ELEVATION - OVERALL DCB1 WEST 1/32" = 1'-0"4 EXTERIOR ELEVATION - OVERALL DCB1 NORTH T/O BLDG 1T/O DCB PA T/O BLDG 1T/O DCB PA T/O BLDG 1T/O DCB PA T/O BLD 1 T/O BLDG 1T/O DCB PA BLDG 1 EAST BLDG 1 SOUTH BLDG 1 WEST BLDG 1 NORTH EX-05 EX-05 OVERALL DCB1 NORTHBLDG 1 NORTH - OVERALL DCB1 SOUTHBLDG 1 SOUTH - OVERALL DCB1 EASTBLDG 1 EAST EX-05EX-05EX-05 EX-06EX-06EX-06EX-06 - OVERALL DCB1 WESTBLDG 1 WEST SCALE:SCALE: ENTITLEMENT II PACKAGE 2023-10-31 LEVEL 01 0" 1-A 1-B 1-E 1-F 1-I 1-J T/O DCB PARAPET 27' -2" 24' - 2"36' - 4"36' - 4"36' - 4"43' - 8"36' - 4"36' - 4"36' - 4"24' - 2" 5 A220.1-1 2 A220.1-1 4 A220.1-1 1-C 1-D 1-G 1-H PROVIDE DESIGN WHICH ENSURES PERMANENT VISUAL PRIVACY BOTH DAY AND NIGHT FOR ERAD ROOM SUCH AS FRIT. SPANDREL FROM FF TO +42" 3' - 6 " LEVEL 01 0" 1-2 1-3 1-4 1-5 1-6 1-7 1-8 1-9 1-10 1-131-1 T/O DCB PARAPET 27' -2" 1-121-11 A220.1-1 1 1-14 1-15 1-16 1-17 1-18 1-19 1-20 1-21 1-22 40' - 0"40' - 0"40' - 0"43' - 0"32' - 0"32' - 0"32' - 0"32' - 0"36' - 9"2' - 3"42' - 6"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"42' - 6"2' - 3"34' - 9"42' - 6"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"42' - 6"27' - 6" 1-24 1-25 1-281-271-26 1-29 1-30 1-31 1-321-23 1 LEVEL 01 0" 1-A1-B1-E1-F1-I1-J T/O DCB PARAPET 27' -2" 24' - 2"36' - 4"36' - 4"36' - 4"43' - 8"36' - 4"36' - 4"36' - 4"24' - 2" 1-C1-D1-G1-H 5' - 0" 31 EQ PANELS @ 10' - 0" TYP. 310' - 0"5' - 0" LEVEL 01 0" 1-21-31-41-51-61-71-81-91-101-13 1-1 T/O DCB PARAPET 27' -2" 1-12 1-11 40' - 0"40' - 0"40' - 0"43' - 0"32' - 0"32' - 0"32' - 0"32' - 0"36' - 9"2' - 3"42' - 6"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"42' - 6"2' - 3"34' - 9"42' - 6"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"42' - 6"27' - 6" 1-141-151-161-171-181-191-201-211-221-241-251-28 1-27 1-261-291-301-311-32 1-23 A220.2-1 4 A220.2-1 3 A220.2-1 2 A220.2-1 1A220.1-1 3 1 1. EXTERIOR ELEVATIONS ARE SIMILAR BETWEEN BUILDINGS 1 AND 2. REFER TO FLOOR PLANS FOR ELEVATION TAGS. 2. REFER TO MECHANICAL DRAWINGS FOR LOUVER TYPES AND SIZES IN PRECAST PANELS. 3. PRECAST LOUVER ROUGH OPENINGS SHALL ACCOUNT FOR LOUVER SIZE PLUS 3/4" AT JAMB AND HEAD AND 2 1/4" AT THE SILL. 4. COORDINATE PRECAST OPENINGS & ROUGH-INS FOR ALL WALL MOUNTED ITEMS, INCLUDING BUT NOT LIMITED TO, LIGHT TO, LIGHT FIXTURES, SECURITY CAMERAS, ACCESS CONTROL, HOSE BIBS, CONDUIT PENETRATIONS, OVERFLOWS, ETC. 5. GC TO COORDINATE LOCATIONS OF PRECAST LEAVE-OUT PANELS WHERE REQUIRED FOR INSTALLATION OF ELECTRICAL SKIDS. 6. CONTRACTOR TO COORDINATE FINAL CABLE BUS PRECAST OPENING SIZES/LOCATIONS AND PRECAST PANEL JOINTS BASED ON APPROVED CABLE BUS VENDOR INFORMATION. GENERAL NOTES SHEET NOTES NOTE: NOT ALL SHEET NOTES BELOW MAY BE USED ON THIS SHEET # EXTERIOR MATERIAL SCHEDULE SYMBOL MATERIAL DESCRIPTION SPEC SECTION MANUFACTURER PRODUCT PRODUCT INFORMATION NOTESFINISH AWF-1 GLAZED ALUMINUM STOREFRONT 08 41 13 KWANEER IR 501 UT STANDARD MFR COLOR SELECTION BY ARCHITECT EXTERIOR STOREFRONT SYSTEM AND STOREFRONT DOORS EEJ-1 EXTERIOR EXPANSION JOINT COVER ASSEMBLIES (DATA HALLS ONLY) 079513.16 BALCO FCCWW-6-SAN STANDARD MFR COLOR SELECTION BY ARCHITECT EPT-1 EXTERIOR PAINT 09 91 13 SEE SPECIFICATIONS SEE SPECIFICATIONS STANDARD MFR COLOR SELECTION BY ARCHITECT GL-10 EXTERIOR GLAZING, LOW E-COATED, IGU 08 80 00 SEE SPECIFICATIONS SEE SPECIFICATIONS EXTERIOR GLAZING GL-11 EXTERIOR GLAZING, LOW E-COATED, IGU, SILK SCREENED 08 80 00 SEE SPECIFICATIONS SEE SPECIFICATIONS GL-12 EXTERIOR GLAZING, LOW IRON, FULLY TEMPERED, LAMINATED 08 80 00 SEE SPECIFICATIONS SEE SPECIFICATIONS IMP-1 FOAMED INSULATION-CORE METAL WALL PANELS 074213.19 CENTRIA METAL WRAP MR-100 STANDARD MFR COLOR SELECTION BY ARCHITECT MC-1 METAL COPING 07 71 00 SEE SPECIFICATIONS SEE SPECIFICATIONS STANDARD MFR COLOR SELECTION BY ARCHITECT METAL COPING MDC-1 METAL DOWNSPOUT AND CONDUCTOR 07 71 00 SEE SPECIFICATIONS SEE SPECIFICATIONS STANDARD MFR COLOR SELECTION BY ARCHITECT METAL DOWNSPOUT AND CONDUCTOR MF-1 METAL FASCIA AND GRAVEL STOP 07 71 00 SEE SPECIFICATIONS SEE SPECIFICATIONS STANDARD MFR COLOR SELECTION BY ARCHITECT METAL FASCIA AND GRAVEL STOP MG-1 FORMED METAL GUTTERS 07 71 00 SEE SPECIFICATIONS SEE SPECIFICATIONS STANDARD MFR COLOR SELECTION BY ARCHITECT METAL GUTTERS MPF-1 FORMED METAL WALL PANELS 07 42 13.13 MORIN CONCEALED Z-12 STANDARD MFR COLOR SELECTION BY ARCHITECT SSB METAL WALL PANEL SOLID MPF-2 FORMED METAL WALL PANELS 07 42 13.13 MORIN CONCEALED Z-12 PERFORATED STANDARD MFR COLOR SELECTION BY ARCHITECT SSB METAL WALL PANEL PERFORATED PCA-1 PRECAST ARCHITECTURAL CONCRETE 03 45 00 SEE SPECIFICATIONS LIGHT ABRASIVE-BLAST FINISH REGIONAL MATERIALS; COLOR CHOOSEN BY SAMPLE FOR ARCHITECT REVIEW 1/32" = 1'-0"1 EXTERIOR ELEVATION - OVERALL DCB1 EAST 1/32" = 1'-0"2 EXTERIOR ELEVATION - OVERALL DCB1 SOUTH 1/32" = 1'-0"3 EXTERIOR ELEVATION - OVERALL DCB1 WEST 1/32" = 1'-0"4 EXTERIOR ELEVATION - OVERALL DCB1 NORTH 1 COORDINATE FINAL ANTENNA LOCATION WITH SIDE SPECIFIC LAYOUT 2 PENETRATION FOR SUPPLY AIR DUCT, REFER TO MECHANICAL 3 PENETRATION FOR MULTI-TRADE RACK FACILITY WATER PIPES EX-02 EX-03 EX-02EX-02EX-02 EX-03 EX-03 EX-03 DCB1 EASTBLDG 1 EAST DCB1 EASTBLDG 1 EAST DCB1 EASTBLDG 1 EAST DCB1 EASTBLDG 1 EAST DCB1 SOUTHBLDG 1 SOUTH DCB1 SOUTHBLDG 1 SOUTH DCB1 SOUTHBLDG 1 SOUTH DCB1 SOUTHBLDG 1 SOUTH L DCB1 WESTBLDG 1 WESTL DCB1 WESTBLDG 1 WEST DCB1 WESTBLDG 1 WEST DCB1 WESTBLDG 1 WEST DCB1 NORTHBLDG 1 NORTH DCB1 NORTHBLDG 1 NORTH DCB1 NORTHBLDG 1 NORTH DCB1 NORTHBLDG 1 NORTH T/O BDLG 1 PARAPET T/O BDLG 1 PARAPET T/O BDLG 1 PARAPET T/O BDLG 1 PARAPET Page 97 of 152 SCALE: DWG. TITLE PROJECT NO: P R O J E C T: DATE: DWG. NO: SHEET SIZE:E (36"x48") PROJECT ISSUANCES SHEET REVISIONS No.Description Date B22-01015 ENTITLEMENT II PACKAGE 2023-10-31 2023-10-31 PROJECT BIGFOOT DRAF T N O T F O R CONS T R U C T I O N EX-02 ENLARGED EXTERIOR ELEVATIONS - BUILDING 1 1. EXTERIOR ELEVATIONS ARE SIMILAR BETWEEN BUILDINGS 1 AND 2. REFER TO FLOOR PLANS FOR ELEVATION TAGS. 2. REFER TO MECHANICAL DRAWINGS FOR LOUVER TYPES AND SIZES IN PRECAST PANELS. 3. PRECAST LOUVER ROUGH OPENINGS SHALL ACCOUNT FOR LOUVER SIZE PLUS 3/4" AT JAMB AND HEAD AND 2 1/4" AT THE SILL. 4. COORDINATE PRECAST OPENINGS & ROUGH-INS FOR ALL WALL MOUNTED ITEMS, INCLUDING BUT NOT LIMITED TO, LIGHT TO, LIGHT FIXTURES, SECURITY CAMERAS, ACCESS CONTROL, HOSE BIBS, CONDUIT PENETRATIONS, OVERFLOWS, ETC. 5. GC TO COORDINATE LOCATIONS OF PRECAST LEAVE-OUT PANELS WHERE REQUIRED FOR INSTALLATION OF ELECTRICAL SKIDS. 6. CONTRACTOR TO COORDINATE FINAL CABLE BUS PRECAST OPENING SIZES/LOCATIONS AND PRECAST PANEL JOINTS BASED ON APPROVED CABLE BUS VENDOR INFORMATION. LEVEL 01 0" 1-I 1-J T/O DCB PARAPET 27' -2" 6 A330.1-1 1-G 1-H 074213.13 FORMED METAL WALL PANELS GL-10 5' - 0" @ 10' - 0" TYP. 40' - 0" 4 EQ PANELS 16 EQ PANELS @ 5'-0" TYP. 80' - 0" 36' - 4"36' - 4"24' - 2" TYP 5' - 0" TYP 5' - 0" 077100 MANUFACTURED SNAP ON COPING SYSTEM MPF-1W MC-1W 084113 ALUMINUM FRAMED ENTRANCES AND STOREFRONTS AWF-1 10 ' - 0 " 034500 PRECAST ARCHITECTURAL CONCRETE PCA-1 LEVEL 01 0" 1-E T/O DCB PARAPET 27' -2" 4 A330.1-1 074213.13 FORMED METAL WALL PANELS 6 EQ PANELS @ 5'-0" TYP. 25' - 0" 084113 ALUMINUM FRAMED ENTRANCES AND STOREFRONTS GL-10 AWF-1 MPF-1W 10 ' - 0 " LEVEL 01 0" T/O DCB PARAPET 27' -2" GL-10 074213.13 FORMED METAL WALL PANELS AWF-1 2 EQ PANELS @ 5'-0" TYP. 10' - 0" 084113 ALUMINUM FRAMED ENTRANCES AND STOREFRONTS 10 ' - 0 " MPF-1W TRUCK DOCK -4' -11" LEVEL 01 0" T/O DCB PARAPET 27' -2" 7 A330.1-1 5 A330.1-1 1-29 1-30 1-31 1-32 3' - 2" 7 EQ PANELS @ 5'-0" 35' - 0" 3 EQ PANELS @ 10'-0" 30' - 0" 5 EQ PANELS @ 8'-0" 40' - 0"11' - 0"10" 034500 PRECAST ARCHITECTURAL CONCRETE 076200 DOWNSPOUTS 083323 OVERHEAD COILING DOORS 081113 EXTERIOR STEEL FRAME AND DOOR 084113 ALUMINUM FRAMED ENTRANCES AND STOREFRONTS 075419 POLYVINYL CHLORIDE (PVC) ROOFING 077100 MANUFACTURED SNAP ON COPING SYSTEM 034500 PRECAST ARCHITECTURAL CONCRETE 107316 CANOPIES ? MC-1W MC-1W PCA-1 PCA-1 EPT-1 EPT-1EPT-1 AWF-1 AWF-1 MDC-1W MG-1W GL-10 6' - 8 1 / 2 " 3' - 2 3 / 8 " TRUCK DOCK -4' -11" LEVEL 01 0" T/O DCB PARAPET 27' -2" 7 A330.1-1 3 A330.1-1 1-291-301-311-32 034500 PRECAST ARCHITECTURAL CONCRETE PCA-1 076200 DOWNSPOUTS 075419 POLYVINYL CHLORIDE (PVC) ROOFING 084113 ALUMINUM FRAMED ENTRANCES AND STOREFRONTS 107316 CANOPIES 034500 PRECAST ARCHITECTURAL CONCRETE 077100 MANUFACTURED SNAP ON COPING SYSTEM MC-1W PCA-1 EPT-1 AWF-1 MDC-1W MG-1W 034500 PRECAST ARCHITECTURAL CONCRETE PCA-1 GENERAL NOTES SHEET NOTES NOTE: NOT ALL SHEET NOTES BELOW MAY BE USED ON THIS SHEET # EXTERIOR MATERIAL SCHEDULE SYMBOL MATERIAL DESCRIPTION SPEC SECTION MANUFACTURER PRODUCT PRODUCT INFORMATION NOTESFINISH AWF-1 GLAZED ALUMINUM STOREFRONT 08 41 13 KWANEER IR 501 UT STANDARD MFR COLOR SELECTION BY ARCHITECT EXTERIOR STOREFRONT SYSTEM AND STOREFRONT DOORS EEJ-1 EXTERIOR EXPANSION JOINT COVER ASSEMBLIES (DATA HALLS ONLY) 079513.16 BALCO FCCWW-6-SAN STANDARD MFR COLOR SELECTION BY ARCHITECT EPT-1 EXTERIOR PAINT 09 91 13 SEE SPECIFICATIONS SEE SPECIFICATIONS STANDARD MFR COLOR SELECTION BY ARCHITECT GL-10 EXTERIOR GLAZING, LOW E-COATED, IGU 08 80 00 SEE SPECIFICATIONS SEE SPECIFICATIONS EXTERIOR GLAZING GL-11 EXTERIOR GLAZING, LOW E-COATED, IGU, SILK SCREENED 08 80 00 SEE SPECIFICATIONS SEE SPECIFICATIONS GL-12 EXTERIOR GLAZING, LOW IRON, FULLY TEMPERED, LAMINATED 08 80 00 SEE SPECIFICATIONS SEE SPECIFICATIONS IMP-1 FOAMED INSULATION-CORE METAL WALL PANELS 074213.19 CENTRIA METAL WRAP MR-100 STANDARD MFR COLOR SELECTION BY ARCHITECT MC-1 METAL COPING 07 71 00 SEE SPECIFICATIONS SEE SPECIFICATIONS STANDARD MFR COLOR SELECTION BY ARCHITECT METAL COPING MDC-1 METAL DOWNSPOUT AND CONDUCTOR 07 71 00 SEE SPECIFICATIONS SEE SPECIFICATIONS STANDARD MFR COLOR SELECTION BY ARCHITECT METAL DOWNSPOUT AND CONDUCTOR MF-1 METAL FASCIA AND GRAVEL STOP 07 71 00 SEE SPECIFICATIONS SEE SPECIFICATIONS STANDARD MFR COLOR SELECTION BY ARCHITECT METAL FASCIA AND GRAVEL STOP MG-1 FORMED METAL GUTTERS 07 71 00 SEE SPECIFICATIONS SEE SPECIFICATIONS STANDARD MFR COLOR SELECTION BY ARCHITECT METAL GUTTERS MPF-1 FORMED METAL WALL PANELS 07 42 13.13 MORIN CONCEALED Z-12 STANDARD MFR COLOR SELECTION BY ARCHITECT SSB METAL WALL PANEL SOLID MPF-2 FORMED METAL WALL PANELS 07 42 13.13 MORIN CONCEALED Z-12 PERFORATED STANDARD MFR COLOR SELECTION BY ARCHITECT SSB METAL WALL PANEL PERFORATED PCA-1 PRECAST ARCHITECTURAL CONCRETE 03 45 00 SEE SPECIFICATIONS LIGHT ABRASIVE-BLAST FINISH REGIONAL MATERIALS; COLOR CHOOSEN BY SAMPLE FOR ARCHITECT REVIEW 1/8" = 1'-0"2 ENLARGED EXTERIOR ELEVATION - SSB1 EAST 3 1/8" = 1'-0"5 ENLARGED EXTERIOR ELEVATION - SSB1 EAST 2 1/8" = 1'-0"4 ENLARGED EXTERIOR ELEVATION - SSB1 EAST 1 1/8" = 1'-0"1 ENLARGED EXTERIOR ELEVATION - SSB1 SOUTH 1 1/8" = 1'-0"3 A200_ENLARGED EXTERIOR ELEVATION - SSB1 NORTH 1 1 COORDINATE FINAL ANTENNA LOCATION WITH SIDE SPECIFIC LAYOUT 2 PENETRATION FOR SUPPLY AIR DUCT, REFER TO MECHANICAL 3 PENETRATION FOR MULTI-TRADE RACK FACILITY WATER PIPES ENLARGED EXTERIOR ELEVATION - BUILDING 1 SOUTH 1ENLARGED EXTERIOR ELEVATION - BUILDING 1 NORTH 1 ENLARGED EXTERIOR ELEVATION - BUILDING 1 EAST 3ENLARGED EXTERIOR ELEVATION - BUILDING 1 EAST 2ENLARGED EXTERIOR ELEVATION - BUILDING 1 EAST 1 T/O BDLG 1 PARAPETT/O BDLG 1 PARAPET T/O BDLG 1 PARAPET T/O BDLG 1 PARAPETT/O BDLG 1 PARAPET DWG. TITLE ENLARGED EXTERIOR ELEVATIONS - BUILDING 1 Page 98 of 152 SCALE: DWG. TITLE PROJECT NO: P R O J E C T: DATE: DWG. NO: SHEET SIZE:E (36"x48") PROJECT ISSUANCES SHEET REVISIONS No.Description Date B22-01015 ENTITLEMENT II PACKAGE 2023-10-31 2023-10-31 PROJECT BIGFOOT DRAF T N O T F O R CONS T R U C T I O N EX-03 ENLARGED EXTERIOR ELEVATIONS - BUILDING 1 1. EXTERIOR ELEVATIONS ARE SIMILAR BETWEEN BUILDINGS 1 AND 2. REFER TO FLOOR PLANS FOR ELEVATION TAGS. 2. REFER TO MECHANICAL DRAWINGS FOR LOUVER TYPES AND SIZES IN PRECAST PANELS. 3. PRECAST LOUVER ROUGH OPENINGS SHALL ACCOUNT FOR LOUVER SIZE PLUS 3/4" AT JAMB AND HEAD AND 2 1/4" AT THE SILL. 4. COORDINATE PRECAST OPENINGS & ROUGH-INS FOR ALL WALL MOUNTED ITEMS, INCLUDING BUT NOT LIMITED TO, LIGHT TO, LIGHT FIXTURES, SECURITY CAMERAS, ACCESS CONTROL, HOSE BIBS, CONDUIT PENETRATIONS, OVERFLOWS, ETC. 5. GC TO COORDINATE LOCATIONS OF PRECAST LEAVE-OUT PANELS WHERE REQUIRED FOR INSTALLATION OF ELECTRICAL SKIDS. 6. CONTRACTOR TO COORDINATE FINAL CABLE BUS PRECAST OPENING SIZES/LOCATIONS AND PRECAST PANEL JOINTS BASED ON APPROVED CABLE BUS VENDOR INFORMATION. TRUCK DOCK -4' -11" LEVEL 01 0" T/O DCB PARAPET 27' -2" 1-281-29 034500 PRECAST ARCHITECTURAL CONCRETE 075419 POLYVINYL CHLORIDE (PVC) ROOFING 076200 DOWNSPOUTS 077100 MANUFACTURED SNAP ON COPING SYSTEM MC-1W PCA-1 AWF-1 MDC-1W MG-1W 5' - 4" 2' - 4 " 16 ' - 2 1 / 8 " 11' - 1" 2 TRUCK DOCK -4' -11" LEVEL 01 0" T/O DCB PARAPET 27' -2" 1-221-24 1-23 075419 POLYVINYL CHLORIDE (PVC) ROOFING 081113 EXTERIOR STEEL FRAME AND DOOR 076200 DOWNSPOUTS 034500 PRECAST ARCHITECTURAL CONCRETE PCA-1AWF-1 MDC-1W MG-1W 15' - 1 5/8"2' - 4" 15 ' - 8 5 / 8 " 1' - 8"1' - 8" PENETRATION FOR MULTI-TRADE RACK FACILITY WATER PIPES TRUCK DOCK -4' -11" LEVEL 01 0" T/O DCB PARAPET 27' -2" 1-12 1-11 075419 POLYVINYL CHLORIDE (PVC) ROOFING 076200 DOWNSPOUTS076200 HANGING GUTTER 034500 PRECAST ARCHITECTURAL CONCRETE 081113 EXTERIOR STEEL FRAME AND DOOR PCA-1 AWF-1 MDC-1W MG-1W 2' - 4" 1' - 8"1' - 8" 15 ' - 1 0 1 / 8 " 15' - 2 1/4" 3 TRUCK DOCK -4' -11" LEVEL 01 0" 1-2 1-1 T/O DCB PARAPET 27' -2" 075419 POLYVINYL CHLORIDE (PVC) ROOFING 076200 DOWNSPOUTS076200 HANGING GUTTER 034500 PRECAST ARCHITECTURAL CONCRETE 081113 EXTERIOR STEEL FRAME AND DOOR PCA-1 AWF-1 MDC-1W MG-1W 1' - 8"1' - 8" 15 ' - 7 5 / 8 " 2' - 4"5' - 1 1/2" 3 LEVEL 01 0" 2 A330.1-1 1-24 1-25 1-26 MDC-1W 076200 DOWNSPOUTS MG-1W 081113 EXTERIOR STEEL FRAME AND DOOR EPT-1 075419 POLYVINYL CHLORIDE (PVC) ROOFING 034500 PRECAST ARCHITECTURAL CONCRETE PCA-1 GENERAL NOTES SHEET NOTES NOTE: NOT ALL SHEET NOTES BELOW MAY BE USED ON THIS SHEET # EXTERIOR MATERIAL SCHEDULE SYMBOL MATERIAL DESCRIPTION SPEC SECTION MANUFACTURER PRODUCT PRODUCT INFORMATION NOTESFINISH AWF-1 GLAZED ALUMINUM STOREFRONT 08 41 13 KWANEER IR 501 UT STANDARD MFR COLOR SELECTION BY ARCHITECT EXTERIOR STOREFRONT SYSTEM AND STOREFRONT DOORS EEJ-1 EXTERIOR EXPANSION JOINT COVER ASSEMBLIES (DATA HALLS ONLY) 079513.16 BALCO FCCWW-6-SAN STANDARD MFR COLOR SELECTION BY ARCHITECT EPT-1 EXTERIOR PAINT 09 91 13 SEE SPECIFICATIONS SEE SPECIFICATIONS STANDARD MFR COLOR SELECTION BY ARCHITECT GL-10 EXTERIOR GLAZING, LOW E-COATED, IGU 08 80 00 SEE SPECIFICATIONS SEE SPECIFICATIONS EXTERIOR GLAZING GL-11 EXTERIOR GLAZING, LOW E-COATED, IGU, SILK SCREENED 08 80 00 SEE SPECIFICATIONS SEE SPECIFICATIONS GL-12 EXTERIOR GLAZING, LOW IRON, FULLY TEMPERED, LAMINATED 08 80 00 SEE SPECIFICATIONS SEE SPECIFICATIONS IMP-1 FOAMED INSULATION-CORE METAL WALL PANELS 074213.19 CENTRIA METAL WRAP MR-100 STANDARD MFR COLOR SELECTION BY ARCHITECT MC-1 METAL COPING 07 71 00 SEE SPECIFICATIONS SEE SPECIFICATIONS STANDARD MFR COLOR SELECTION BY ARCHITECT METAL COPING MDC-1 METAL DOWNSPOUT AND CONDUCTOR 07 71 00 SEE SPECIFICATIONS SEE SPECIFICATIONS STANDARD MFR COLOR SELECTION BY ARCHITECT METAL DOWNSPOUT AND CONDUCTOR MF-1 METAL FASCIA AND GRAVEL STOP 07 71 00 SEE SPECIFICATIONS SEE SPECIFICATIONS STANDARD MFR COLOR SELECTION BY ARCHITECT METAL FASCIA AND GRAVEL STOP MG-1 FORMED METAL GUTTERS 07 71 00 SEE SPECIFICATIONS SEE SPECIFICATIONS STANDARD MFR COLOR SELECTION BY ARCHITECT METAL GUTTERS MPF-1 FORMED METAL WALL PANELS 07 42 13.13 MORIN CONCEALED Z-12 STANDARD MFR COLOR SELECTION BY ARCHITECT SSB METAL WALL PANEL SOLID MPF-2 FORMED METAL WALL PANELS 07 42 13.13 MORIN CONCEALED Z-12 PERFORATED STANDARD MFR COLOR SELECTION BY ARCHITECT SSB METAL WALL PANEL PERFORATED PCA-1 PRECAST ARCHITECTURAL CONCRETE 03 45 00 SEE SPECIFICATIONS LIGHT ABRASIVE-BLAST FINISH REGIONAL MATERIALS; COLOR CHOOSEN BY SAMPLE FOR ARCHITECT REVIEW 1/8" = 1'-0"4 A200_ENLARGED EXTERIOR ELEVATION - NWB1 NORTH 2 1/8" = 1'-0"3 A220-EL-DCB1-NORTH 3 1/8" = 1'-0"2 A200_ENLARGED EXTERIOR ELEVATION - DCB1 NORTH 4 1/8" = 1'-0"1 A200_ENLARGED EXTERIOR ELEVATION - DCB1 NORTH 5 1/8" = 1'-0"5 ENLARGED EXTERIOR ELEVATION - DCB1 SOUTH 2 1 COORDINATE FINAL ANTENNA LOCATION WITH SIDE SPECIFIC LAYOUT 2 PENETRATION FOR SUPPLY AIR DUCT, REFER TO MECHANICAL 3 PENETRATION FOR MULTI-TRADE RACK FACILITY WATER PIPES BUILDING 1 NORTHBUILDING 1 NORTH EL-BUILDING 1- NORTH 3 DCB1 NORTHBUILDING 1 NORTH _ENLARGED EXTERIOR ELEVATION - NWB1 NORTHDCB1 NORTHBUILDING 1 NORTH _ENLARGED EXTERIOR ELEVATION - DCB1 NORTHBUILDING 1 NORTH _ENLARGED EXTERIOR ELEVATION - DCB1 NORTHBUILDING 1 NORTH BUILDING 1 SOUTH 2 T/O BDLG 1 PARAPETT/O BDLG 1 PARAPETT/O BDLG 1 PARAPETT/O BDLG 1 PARAPET DWG. TITLE ENLARGED EXTERIOR ELEVATIONS - BUILDING 1 Page 99 of 152 SCALE: DWG. TITLE PROJECT NO: P R O J E C T: DATE: DWG. NO: SHEET SIZE:E (36"x48") PROJECT ISSUANCES SHEET REVISIONS No.Description Date B22-01015 ENTITLEMENT II PACKAGE 2023-10-31 2023-10-31 PROJECT BIGFOOT DRAF T N O T F O R CONS T R U C T I O N EX-04 EXTERIOR ELEVATIONS - BUILDING 2 BUILDING 2 NORTH BUILDING 2 SOUTHUTH BUILDING 2 EAST BUILDING 2 WEST TH T/O BLDG 2 PARAPET T/O BLDG 2 PARAPET T/O BLDG 2 PARAPET T/O BLDG 2 PARAPET EX-06EX-06EX-06EX-06 EX-05 EX-05 EX-05EX-05EX-05 SCALE: Page 100 of 152 SCALE: DWG. TITLE PROJECT NO: P R O J E C T: DATE: DWG. NO: SHEET SIZE:E (36"x48") PROJECT ISSUANCES SHEET REVISIONS No.Description Date B22-01015 ENTITLEMENT II PACKAGE 2023-10-31 2023-10-31 PROJECT BIGFOOT DRAF T N O T F O R CONS T R U C T I O N EX-05 ENLARGED EXTERIOR ELEVATIONS - BUILDING 2 T/O BLDG 2 PARAPET T/O BLDG 2 PARAPETT/O BLDG 2 PARAPETT/O BLDG 2 PARAPET T/O BLDG 2 PARAPET ENLARGED EXTERIOR ELEVATION - BUILDING 2 EAST 3ENLARGED EXTERIOR ELEVATION - BUILDING 2 EAST 2 ENLARGED EXTERIOR ELEVATION - BUILDING 2 EAST 1 ENLARGED EXTERIOR ELEVATION - BUILDING 2 NORTH ENLARGED EXTERIOR ELEVATION - BUILDING 2 SOUTH 1 SCALE: Page 101 of 152 SCALE: DWG. TITLE PROJECT NO: P R O J E C T: DATE: DWG. NO: SHEET SIZE:E (36"x48") PROJECT ISSUANCES SHEET REVISIONS No.Description Date B22-01015 ENTITLEMENT II PACKAGE 2023-10-31 2023-10-31 PROJECT BIGFOOT DRAF T N O T F O R CONS T R U C T I O N EX-06 ENLARGED EXTERIOR ELEVATIONS - BUILDING 2 ENLARGED EXTERIOR ELEVATION - BUILDING 2 SOUTH 2TH ENLARGED EXTERIOR ELEVATION - BUILDING 2 NORTH EL - BUILDING 2 NORTH 3 ENLARGED EXTERIOR ELEVATION - BUILDING 2 NORTH ENLARGED EXTERIOR ELEVATION - BUILDING 2 NORTH T/O BLDG 2 PARAPET T/O BLDG 2 PARAPET T/O BLDG 2 PARAPETT/O BLDG 2 PARAPET T/O BLDG 2 PARAPET SCALE: Page 102 of 152 SCALE: DWG. TITLE PROJECT NO: P R O J E C T: DATE: DWG. NO: SHEET SIZE:E (36"x48") PROJECT ISSUANCES SHEET REVISIONS No.Description Date B22-01015 ENTITLEMENTS II PACKAGE 2023-10-31 2023-10-31 PROJECT BIGFOOT DRAF T N O T F O R CONS T R U C T I O N EX-03 EXTERIOR ELEVATIONS - BUILDING 3 NOTE TO ARCHITECT: RECESSED IS PREFERRED, HOWEVER, DEFERENCE TO THE EXTERIOR WALL SYSTEM MAY AFFECT THE FEASIBILITY OF THIS. F E D C B A 4' - 10" 4' - 0" 4' - 0"6" 8" 6" 4' - 7 1/4" 6" 4' - 7 1/4" 6" 4' - 7 1/4" 6" 4' - 7 1/4" 6" 4' - 7 1/4" 6 1/8" 1' - 7 5/8"4' - 8 3/4" D A301 6" 1' - 1 5/8" 12' - 11 1/4" 18 15 2 1 TYP.12 27 13 11 19 22 21 3 15 4 1014 21' - 0"20' - 0"20' - 0"20' - 0"21' - 0" CLR 8' - 6" A.1E.9 10' - 10"8' - 0" W2 17 A502 TYP. OF 4 26' - 0 1/4" FINISH FLOOR 0" FEDCBA D A301 F A301 21' - 0"20' - 0"20' - 0"20' - 0"21' - 0" 19 7 15 6 3 8 10 22 1 TYP. 27 18 5 15 3' - 0" A.1 E.9 10 26' - 2 1/4" 2' - 7 3/4" 6' - 2 3/4"2' - 7 3/4" 30TYP. 27 26' - 5 1/4" 2' - 1 3/4" 2' - 1 3/4"6' - 6 3/4" FINISH FLOOR 0" 1110987654321 MA T C H L I N E 15 TYP. 6 15 6 5 TYP. 1 TYP. 182 25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"26' - 0" 15 10 1.1 11 20 TYP. TYP. 9' - 8" FINISH FLOOR 0" 2120191817161514131211 B A300 C A301 A A300 MA T C H L I N E 2' - 1 3/4"2' - 8 3/4" 3' - 1 3/4" 9' - 7" 3' - 1 3/4"1' - 3" 27 17 1 TYP. 5 TYP. 6 15 27 6 13 11 27 15 6 15 6 12 11 19 26' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0" 27 23 24 18 2 20.9 2429TYP. 3' - 6"2' - 7 3/4" 10' - 1 1/4" 6' - 10 1/2"2' - 7 3/4" 2' - 1 3/4" 1' - 7 3/4" 16' - 1 1/4" 1' - 7 3/4"8' - 11 3/4"1' - 0" 4' - 0" 5 16A A502 15 30TYP. 11 10 9 8 7 6 5 4 3 2 1 A A300 MA T C H L I N E SIM. 15 TYP. 6 1 TYP. 20 TYP. 2 15 10 25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"26' - 0" 35' - 5 1/2" 1.1 21 20 19 18 17 16 15 14 13 12 11B A300 C A301 A A300 4' - 0" 10' - 0" 16' - 0" 8' - 0"4' - 4"8' - 0"4' - 4"8' - 0"2' - 7" 4' - 0" 4' - 0"6" MA T C H L I N E 3' - 6"5' - 0"19' - 0" 26' - 5 1/4" 2' - 1 3/4" 5' - 11 1/2"2' - 1 3/4" 2' - 1" 8' - 0"8' - 0" 13' - 0" 8" CANOPY 6' - 0" 3' - 4" CANOPY 51' - 10" 14 3 21 34TYP.21 21 1 TYP. 20 TYP. 7 15 10 6 22 7 TYP. 8 TYP. 26 TYP.9 TYP. 27 2 1 TYP. 2 23 6 26' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0" 27 25 TYP. 20.9 15 3 4' - 0" 10' - 2" 2' - 0" E A301 W2 W2 W3 12 CLR 8' - 6" 8" CANOPY 50' - 8" 10' - 1 3/4"2' - 7 3/4" 26' - 2 3/4" 2' - 7 3/4" ALIGN 30 TYP. 30TYP. 30 TYP. KEYED NOTES - ELEVATIONS 1. DEFERRED SUBMITTAL: INSULATED METAL PANEL SYSTEM WALL PANEL, TYPICAL. 2. DEFERRED SUBMITTAL: NSULATED METAL PANEL SYSTEM ROOF PANEL, TYPICAL. 3. CANOPY BY PEMB PROVIDER, TYP. 4. EXTERIOR INSULATED GLAZING UNIT IN THERMALLY BROKEN ALUMINUM STOREFRONT FRAME -SEE SHEET A640 FOR ADDITIONAL INFORMATION. 5. PREFINISHED METAL DOWNSPOUTS 6. INSULATED HOLLOW METAL DOOR AND THERMALLY BROKEN DOOR FRAME 7. INSULATED OVERHEAD COILING DOOR 8. DOCK SEAL 9. DOCK LEVELER 10. STEEL BOLLARD -PAINT SAFETY YELLOW. 11. MECHANICAL EQUIPMENT -SEE MECHANICAL DRAWINGS 12. MECHANICAL DUCT WORK. PAINT METAL SLEEVE OVER INSULATION TO MATCH THE PEMB INSULATED METAL PANELS, TYP. SEE MECHANICAL DRAWINGS FOR DUCT WORK. 13. PIPING -SEE PLUMBING DRAWINGS 14. MECHANICAL SCREEN WALL 15. LIGHT FIXTURE, CENTER OVER OPENINGS, WHEN LOCATED -SEE ELECTRICAL DRAWINGS 16. MECHANICAL DIFFUSER -SEE MECHANICAL DRAWINGS. PAINT TO MATCH PEMB. 17. ELECTRICAL TRANSFORMER -SEE ELECTRICAL DRAWINGS 18. PREFINISHED METAL GUTTER 19. SITE LIGHTING -SEE ELECTRICAL DRAWINGS 20. FIRE ALARM DEVICE -SEE FIRE ALARM DRAWINGS 21. PROVIDE AND INSTALL REFLECTIVE PRIVACY WINDOW FILM THIS WINDOW 22. 1 1/2" DIA. STEEL GUARD, 42" HIGH, PAINT XPT05. 23. SURFACE MOUNT, ALUMINUM, AHJ APPROVED KNOX BOX -VERIFY BOX SERIES AND LOCATION WITH AHJ FOR APPROVAL PRIOR TO INSTALLING. 24. PROVIDE FIRE PREVENTION BUREAU APPROVED 2" WHITE LETTERING ON RED BACKGROUND SIGNS "FIRE RISER ROOM" AND "FACP" AT THIS RISER ROOM AND "ELECTRICAL ROOM" AT ELECTRICAL ROOM. 25. VEHICULAR RESTRAINT (DOCK LOCK) WITH SIGNAL LIGHTING SYSTEM. 26. DOCK BUMPERS. 27. EXTERIOR LOUVERS/GRILLES -SEE MECHANICAL DRAWINGS. PAINTED TO MATCH IMP WALL PANELS 28. NOT USED 29. ELECTRICAL EQUIPMENT -SEE ELECTRICAL DRAWINGS 30. EXTERIOR SECUIRTY CAMERA/DEVICES -SEE SECURITY DRAWINGS GENERAL NOTES - ELEVATIONS 1. EXTERIOR SKIN AND ROOF BY PEMB MANUFACTURER. COLOR TO BE SELECTED BY OWNER. 1/8" = 1'-0"03 EAST ELEVATION 1/8" = 1'-0"04 WEST ELEVATION 1/8" = 1'-0"02 SOUTH ELEVATION - AREA A 1/8" = 1'-0"01 SOUTH ELEVATION - AREA B 1/8" = 1'-0"06 NORTH ELEVATION - AREA A 1/8" = 1'-0"05 NORTH ELEVATION - AREA B 3. 21 21 2. BLDG 3 BLDG 3 BLDG 3 BLDG 3 - AREA BBLDG 3 - AREA BBLDG 3 35 ' - 5 1 / 4 " 35 ' - 5 1 / 4 " SCALE: ENTITLEMENT II PACKAGE 2023-10-31 SCALE: 1415 4" 15 A 1415 /4" SIM DWG. NO: EX-07 1/4" Page 103 of 152 SCALE: DWG. TITLE PROJECT NO: P R O J E C T: DATE: DWG. NO: SHEET SIZE:E (36"x48") PROJECT ISSUANCES SHEET REVISIONS No.Description Date B22-01015 ENTITLEMENT II PACKAGE 2023-10-31 2023-10-31 PROJECT BIGFOOT DRAF T N O T F O R CONS T R U C T I O N EX-08 EXTERIOR ELEVATIONS - BUILDING 4 BUILDING 4 - SOUTH BUILDING 4 - NORTH SCALE: Page 104 of 152 SCALE: DWG. TITLE PROJECT NO: P R O J E C T: DATE: DWG. NO: SHEET SIZE:E (36"x48") PROJECT ISSUANCES SHEET REVISIONS No.Description Date B22-01015 ENTITLEMENT II PACKAGE 2023-10-31 2023-10-31 PROJECT BIGFOOT DRAF T N O T F O R CONS T R U C T I O N EX-09 EXTERIOR ELEVATIONS - GH1 GROUND FLOOR 0" B/ CANOPY 14' -6" T/ PARAPET 12' -2" A 3 A310.3 4 A310.3 (3 ) P A N E L S @ 4 ' - 0 " O . C . 12 ' - 0 " VA R I E S (6) PANELS @ 4' - 0" O.C. 24' - 0" T/ CANOPY 16' -6" B C F GE HD 074213.23 METAL COMPOSITE MATERIAL WALL PANELS ASSEMBLY MCP-1W 084413.13 SECURITY GLAZED ALUMINUM CURTAIN WALL ASSEMBLY 3' - 0 " 7' - 0 " 4' - 6 " AWF-1W 2 GL-1W GL-1W GL-1W GL-1W GL-1W GL-1W GL-3W GL-3W GL-3W 074213.23 METAL COMPOSITE MATERIAL WALL PANELS ASSEMBLY MCP-1W 4 12' - 0"8' - 0"3' - 6"1' - 6"1' - 11 1/2"9' - 2"7' - 5" (16) PANELS @ 2' - 0" O.C. 32' - 0" GROUND FLOOR 0" B/ CANOPY 14' -6" T/ PARAPET 12' -2" A 3 A310.3 4 A310.3 T/ CANOPY 16' -6" (3 ) P A N E L S @ 4 ' - 0 " O . C . 12 ' - 0 " VA R I E S BCFGEHD 3' - 0 " 7' - 0 " 4' - 6 " (6) PANELS @ 4'-0" O.C. 24' - 0" GL-1W GL-1W GL-1W GL-1W GL-1W GL-1W GL-3W GL-3W GL-3W 084413.13 SECURITY GLAZED ALUMINUM CURTAIN WALL ASSEMBLY AWF-1W 2 074213.23 METAL COMPOSITE MATERIAL WALL PANELS ASSEMBLY MCP-1W 074213.23 METAL COMPOSITE MATERIAL WALL PANELS ASSEMBLY MCP-1W 4 7' - 5"9' - 2"1' - 11 1/2"1' - 6"3' - 6"8' - 0"12' - 0" EQ EQ EQ EQ 6 EQ EQ EQ EQ 7 (16) PANELS @ 2' - 0" O.C. 32' - 0" GROUND FLOOR 0" B/ CANOPY 14' -6" 1 1 A310.3 2 A310.3 T/ CANOPY 16' -6" 345 2 (3) PANELS @ 4' - 0" O.C. 12' - 0" 033000 CAST IN PLACE CONCRETE, SEE STRUC DWGS 084413.13 SECURITY GLAZED ALUMINUM CURTAIN WALL ASSEMBLY 3' - 0 " 7' - 0 " 4' - 6 " 3 GL-1W GL-1W GL-1W GL-1W GL-1WGL-1WGL-1WGL-1W GL-3W GL-3W GL-3W GL-3W GL-3W GL-2W AWF-1W 2 DIVISION 28 SEE ELECTRONIC SAFETY AND SECURITY DWGS 1 074213.23 METAL COMPOSITE MATERIAL WALL PANELS ASSEMBLY MCP-1W 8"5' - 2"4' - 8"7' - 4" 4 4' - 8"4' - 8" GROUND FLOOR 0" B/ CANOPY 14' -6" T/ PARAPET 12' -2" 1 1 A310.3 2 A310.3 T/ CANOPY 16' -6" GL-1W GL-1W GL-3WGL-3W GL-2W 089119 HORIZONTAL FIXED LOUVER LVR-1W MCP-1W 4' - 6 " 7' - 0 " 3' - 0 " 033000 CAST IN PLACE CONCRETE, SEE STRUC DWGS 084413.13 SECURITY GLAZED ALUMINUM CURTAIN WALL ASSEMBLY (3) PANELS @ 4' - 0" O.C. 12' - 0" 074213.23 METAL COMPOSITE MATERIAL WALL PANELS ASSEMBLY 074213.23 METAL COMPOSITE MATERIAL WALL PANELS ASSEMBLY MCP-1W 3 4 52 AWF-1W 2 3 8"5' - 2"4' - 8"7' - 4" DIVISION 28 SEE ELECTRONIC SAFETY AND SECURITY DWGS 1 5 5 4' - 8"4' - 8" 8 (4) PANELS @ 2' - 0" O.C. 8' - 0"EQ EQ GROUND FLOOR 0" B/ CANOPY 14' -6" T/ PARAPET 12' -2" 1 1 A310.3 2 A310.3 T/ CANOPY 16' -6" 3 4 52 (3 ) P A N E L S @ 4 ' - 0 " O . C . 12 ' - 0 " VA R I E S MCP-1W 074213.23 METAL COMPOSITE MATERIAL WALL PANELS ASSEMBLY 8"5' - 2"4' - 8"7' - 4" 089119 LOUVER SCREEN GATE LVR-2W EXTERIOR MATERIAL SCHEDULE - GUARDHOUSE DESIGNATION EXTERIOR FINISH MATERIAL SPECIFICATION MANUFACTURER STYLE PRODUCT INFORMATION COMMENTSFINISH AWF-1 SECURITY GLAZED ALUMINUM CURTAIN WALL 084413.13 EFCO 5600 ULTRA-ESCENT II MICA GUN BARREL PNTKCLC72 - GL-1 SECURITY GLAZING 088853 SEE SPECIFICATIONS INSULATED SEE SPECIFICATIONS BALLISTIC RESISTANT GLAZING AT CURTAIN WALL BELOW 10' - 0" GL-2 SECURITY GLAZING 088853 SEE SPECIFICATIONS NON-INSULATED SEE SPECIFICATIONS BALLISTIC RESISTANT GLAZING AT CURTAIN WALL DOOR GL-3 GLAZING 088853 SEE SPECIFICATIONS INSULATED SEE SPECIFICATIONS LAMINATED GLAZING AT CURTAIN WALL ABOVE 10' - 0" LVR-1 FIXED LOUVERS 089119 CONSTRUCTION SPECIALITIES, INC. SEE SPECIFICATIONS COLOR TO MATCH AWF-1 LOW ROOF EXHAUST LOUVER LVR-2 LOUVER SCREEN GATE 089119 SEE SPECIFICATIONS SEE SPECIFICATIONS COLOR TO MATCH AWF-1 MECHANICAL YARD SCREEN GATE MCP-1 METAL COMPOSITE PANELS 074213.23 ALUCOBOND SEE SPECIFICATIONS COLOR TO MATCH AWF-1 - PNT-3 EXTERIOR PAINT 099113 SEE SPECIFICATIONS SEE SPECIFICATIONS COLOR TO MATCH AWF-1 COPING, MECHANICAL YARD STRUTURAL STEEL, EXPOSED DOWNSPOUTS, TRIM BODY FOR EXTERIOR CANOPY LINEAR RECESSED FIXTURES PNT-4 EXTERIOR PAINT 055000 SEE SPECIFICATIONS SEE SPECIFICATIONS COLOR TO MATCH AWF-1 CARD READER PEDESTAL 1/4" = 1'-0"1 EAST ELEVATION 1/4" = 1'-0"2 WEST ELEVATION 1/4" = 1'-0"3 NORTH ELEVATION 1/4" = 1'-0"4 SOUTH ELEVATION 1 SECURITY CAMERA, SEE SECURITY DWGS 2 CUSTOM PAINT COLOR AT CURTAIN WALL SYSTEM BY ARCHITECT 3 CONCRETE RAM PROTECTION WALL, SEE STRUCTURAL DWGS 4 CARD READER. SEE SECURITY DWGS 5 BLANK OFF PANEL 6 SECURITY CAMERA MOUNTED CENTERED ON WALL PANEL, TYP. 7 PENETRATION FOR HOSE BIB TO BE CENTERED ON WALL PANEL, TYP. 8 DOWNSPOUTS TO RECEIVE PNT-3. 1/4" = 1'-0"5 MECHANICAL YARD ELEVATION GENERAL NOTES SHEET LEGENDSHEET NOTES NOTE: NOT ALL SHEET NOTES BELOW MAY BE USED ON THIS SHEET # GROUND FLOOR 0" B/ CANOPY 14' -6" T/ PARAPET 12' -2" T/ CANOPY 16' -6" (3 ) P A N E L S @ 4 ' - 0 " O . C . VA R I E S 074213.23 METAL COMPOSITE MATERIAL WALL PANELS ASSEMBLY MCP-1W 1. CONCEPTUAL GUARD HOUSE ELEVATIONS SHOWN FOR ENTITLEMENTS ONLY. FINAL DESIGN TO BE PROVIDED BY ARCHITECT PRIOR TO CONSTRUCTION. 4' 4' 11' - 3" 11' - 3" Page 105 of 152 AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W W WWWW W W WWWWW W W W F F F F F F F F W W W W W W W W W W W W W W W W W W W W W WFF F F F F F F F F F F F F F F F F F F F F F FFFFF F F F F W F F F F F F AG W AG W AG W AG W W AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W CO M M CO M M CO M M COMMCOMM COMMCOMMCOMMCOMM CO M M COMMCOMMCOMM COMM COMM COMM COMM COMM COMM COMM CO M M COMM NC S D NC S D NC S D NC S D NCSD P-UG P-UG P-UGP-UG P-UG P-UGP-UG P-UG P-UG P-UG P-UG P-UG P-UGP-UGP-UG P- U G P-UG NCSDNCSD NC S D NCSD NCSD NC S D NC S D P-UGP-UGP-UG P-UG P-UGP-UGP-UG P-UG P-UGP-UGP-UG P-UGP-UGP-UG P-UGP-UGP-UG P-UGP-UGP-UG P-UGP-UGP-UG P-UGP-UGP-UG P-UG P-UG P-UG P-UG P-U G P-UG P-UG P-UG P-UG P- U G P-UG P-UG P-UG P-UG P-UG P-UG P-U G P-UG P-UG P-UG P-UG P-UG P-UG P- U G P-UG P-UG P-UG P-UG P-UG P-UG P-UG P-U G P-UG P- U G P- U G P-U G P- U G P-U G P- U G P-U G P-U G P- U G P-U G P- U G P- U G P- U G P-U G P- U G P-U G P- U G P- U G P- U G P-U G P- U G P-U G P- U G P-U G P- U G P-U G P- U G P-U G P- U G P-U G P-U G P- U G P- U G P-U G P- U G P-U G P- U G P-U G P- U G P- U G P- U G P-U G P- U G P-U G P- U G P- U G P-U G P-U G P- U G P- U G P-U G P-U G P- U G P- U G P-U G P- U G P-U G P- U G P- U G P-U G P- U G P- U G P- U G P- U G P- U G P- U G P- U G P-U G P-U G P- U G P-U G P- U G P-U G P- U G P-U G P- U G P- U G P-U G P- U G P- U G P- U G P- U G P- U G P- U G P-U G P- U G P- U G P-U G P-U G P- U G P-U G P- U G P- U G P- U G P-U G P-U G P-U G P- U G P- U G P- U G P- U G P- U G P-UGP-UGP-UGP-UGP-UG P-UGP-UG P-UG P-UGP-UG P-UG P-UGP-UG P-UG P-UG P-UG P-UG P- U G P- U G P-U G P- U G P-U G P-UGP-UG SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSDSDSDSD SD SD SD SD SD SD SDSDSD SDSDSD SD SDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D SD SD SD SS SS SS SS SSSSSS SS SSSSSSSS SSSSSS SS SS SS SS SS 16+21.681+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 RF T RF T E 152ND STREET GSID F GH1 FFE=932.00 NOPARKING VAN GC GCGC GCVANVANVANVAN GC GCGC GCEVEVEVEVEVEVEVEV VANVANVANVAN NOPARKING VANVAN NOPARKING NOPARKING VANGCGC GCGC GC GC EMEM EVEV EV EV EV EVEVEVEVEV FUTEV FUTEV FUTEV FUTEV FUTEV FUTEV FUTEV FUTEV FUTEV FUTEV VAN VAN VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITORVAN BUILDING 2 ±297,000 SF FFE=942.25 BUILDING 1 ±348,000 SF FFE=943.25 BUILDING 3 ±59,000 SF FFE=943.25 BUILDING 4 ±22,000 SF FFE=943.75 RESERVED CONTRACTOR SPACE RESERVED CONTRACTOR SPACE RESERVED CONTRACTOR SPACERESERVED CONTRACTOR SPACE RESERVED CONTRACTOR SPACE RESERVED CONTRACTOR SPACE PROVIDER SWITCHING STATION (BY OTHERS) OWNER SUBSTATION BMP B: NURP W/ INFILTRATION RING BMP A: NURP W/ INFILTRATION RING BMP G: NURP W/ INFILTRATION RING BMP F: NURP W/ INFILTRATION RING BL A I N E A V E N U E 145TH STREET (CR 42) AU D R E Y A V E N U E BMP E: NURP W/ INFILTRATION RING BMP C: INFILTRATION BASIN BMP D: NURP FIRE TANK FU T U R E EX P A N S I O N WET WET WE T WET WET WET WET WET WE T LOD LOD L O D LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LO D LOD LO D LOD LO D LOD LOD LO D LO D LO D LO D LOD LOD LO D L O D LOD LO D LOD LOD LOD LODLOD L O D LO D LO D LO D LOD LOD LOD LODLOD LOD LO D LO D LO D LO D LO D LO D LOD LO D LOD LO D LO D LO D LO D L O D LOD LOD 145TH STREET (CR 42) BL A I N E A V E N U E AU D R E Y A V E N U E GENERAL NOTES SHEET NOTES Tree Planting Zones ® L100.00 OVERALL LANDSCAPE PLAN SCALE: DWG. TITLE PROJECT NO: P R O J E C T: DATE: DWG. NO: SHEET SIZE:E (36"x48") KEY PLAN PROJECT ISSUANCES SHEET REVISIONS GENERAL NOTES SHEET LEGENDSHEET NOTES NOTE: NOT ALL SHEET NOTES BELOW MAY BE USED ON THIS SHEET# No.Description Date B22-01015 ENTITLEMENT II PACKAGE 2023-10-31 2023-10-31 PROJECT BIGFOOT DRAF T N O T F O R CONS T R U C T I O N PLANT LEGEND (300' PROPERTY OFFSET)PLANT LEGEND (ON SITE) XCEL ENERGY TRANSMISSION EASEMENT PLANTING DIAGRAM Page 106 of 152 AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSDSDSDSD SD SD SD SD SD SD SDSDSD SDSDSD SD SDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D SD SD SD SS SS SS SS SSSSSS SS SSSSSSSS SSSSSS SS SS SS SS SS RF T RF T E 152ND STREET GSID F GH1 FFE=932.00 NOPARKING VAN GC GCGC GCVANVANVANVAN GC GCGC GCEVEVEVEVEVEVEVEV VANVANVANVAN NOPARKING VANVAN NOPARKING NOPARKING VANGCGC GCGC GC GC EMEM EVEV EV EV EV EVEVEVEVEV FUTEV FUTEV FUTEV FUTEV FUTEV FUTEV FUTEV FUTEV FUTEV FUTEV VAN VAN VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITORVAN BUILDING 2 ±297,000 SF FFE=942.25 BUILDING 1 ±348,000 SF FFE=943.25 BUILDING 3 ±59,000 SF FFE=943.25 BUILDING 4 ±22,000 SF FFE=943.75 RESERVED CONTRACTOR SPACE RESERVED CONTRACTOR SPACE RESERVED CONTRACTOR SPACERESERVED CONTRACTOR SPACE RESERVED CONTRACTOR SPACE RESERVED CONTRACTOR SPACE PROVIDER SWITCHING STATION (BY OTHERS) OWNER SUBSTATION BMP B: NURP W/ INFILTRATION RING BMP A: NURP W/ INFILTRATION RING BMP G: NURP W/ INFILTRATION RING BMP F: NURP W/ INFILTRATION RING BL A I N E A V E N U E 145TH STREET (CR 42) AU D R E Y A V E N U E BMP E: NURP W/ INFILTRATION RING BMP C: INFILTRATION BASIN BMP D: NURP FIRE TANK FU T U R E EX P A N S I O N WET WET WE T WET WET WET WET WET WE T LOD LOD L O D LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LO D LOD LO D LOD LO D LOD LOD LO D LO D LO D LO D LOD LOD LO D L O D LOD LO D LOD LOD LOD LODLOD L O D LO D LO D LO D LOD LOD LOD LODLOD LOD LO D LO D LO D LO D LO D LO D LOD LO D LOD LO D LO D LO D LO D L O D LOD LOD 145TH STREET (CR 42) BL A I N E A V E N U E AU D R E Y A V E N U E LANDSCAPE PHASE PROJECT SCHEDULE L001.00 LANDSCAPE PHASING PLAN SCALE: DWG. TITLE PROJECT NO: P R O J E C T: DATE: DWG. NO: SHEET SIZE:E (36"x48") KEY PLAN PROJECT ISSUANCES SHEET REVISIONS GENERAL NOTES SHEET LEGENDSHEET NOTES NOTE: NOT ALL SHEET NOTES BELOW MAY BE USED ON THIS SHEET# No.Description Date B22-01015 ENTITLEMENT II PACKAGE 2023-10-31 2023-10-31 PROJECT BIGFOOT DRAF T N O T F O R CONS T R U C T I O N Page 107 of 152 RF T RF T E 152ND STREET GSID F 2M C U P 1 2M C U P 2 2M C U P 3 2M C U P 4 2M C U P 5 2M C U P 6 2M C U P 7 2M C U P 8 2IW M 1M C U P 1 1IW M 1M C U P 2 1M C U P 3 1M C U P 4 1M C U P 5 1M C U P 6 1M C U P 7 1M C U P 8 1M C U P 9 GH1 FFE=932.00 NOPARKING VAN GC GCGC GCVANVANVANVAN GC GCGC GCEVEVEVEVEVEVEVEV VANVANVANVAN NOPARKING VANVAN NOPARKING NOPARKING VANGCGC GCGC GC GC EMEM EVEV EV EV EV EVEVEVEVEV FUTEV FUTEV FUTEV FUTEV FUTEV FUTEV FUTEV FUTEV FUTEV FUTEV VAN VAN VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITORVAN GSID F GSID F GSID F GSID F GSID F GSI D F BUILDING 2 ±297,000 SF FFE=942.25 BUILDING 1 ±348,000 SF FFE=943.25 BUILDING 3 ±59,000 SF FFE=943.25 BUILDING 4 ±22,000 SF FFE=943.75 RESERVED CONTRACTOR SPACE RESERVED CONTRACTOR SPACE RESERVED CONTRACTOR SPACERESERVED CONTRACTOR SPACE RESERVED CONTRACTOR SPACE RESERVED CONTRACTOR SPACE PROVIDER SWITCHING STATION (BY OTHERS) OWNER SUBSTATION BMP B: NURP W/ INFILTRATION RING BMP A: NURP W/ INFILTRATION RING BMP G: NURP W/ INFILTRATION RING BMP F: NURP W/ INFILTRATION RING BL A I N E A V E N U E 145TH STREET (CR 42) AU D R E Y A V E N U E BMP E: NURP W/ INFILTRATION RING BMP C: INFILTRATION BASIN BMP D: NURP FIRE TANK FU T U R E EX P A N S I O N 123 91011 12131415 16 21 2324 25 272829 303132 3334 35 36 37 38 39 404142 4344 45 46 47 49 5051 5253 54555657 58 59 6263 6465 6667 6869 70 7172 737475 76 7778 79808182 83 84 8586878889 9091 92 93 94 9596 979899 100101 102103 108109 110 111 112 231 364365366 367 368369370 371 372 427 430431 432433434435 436 437438439440 441442443 444 445446447 454455 461 464 466467 468 469470471472473 479483 484 487 489490 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29682969 297029712972 976 SCALE: DWG. TITLE PROJECT NO: P R O J E C T: DATE: DWG. NO: SHEET SIZE:E (36"x48") KEY PLAN PROJECT ISSUANCES SHEET REVISIONS GENERAL NOTES SHEET LEGENDSHEET NOTES NOTE: NOT ALL SHEET NOTES BELOW MAY BE USED ON THIS SHEET# No.Description Date B22-01015 ENTITLEMENT II PACKAGE 2023-10-31 2023-10-31 PROJECT BIGFOOT DRAF T N O T F O R CONS T R U C T I O N TREES TO BE REMOVED TREES PRESERVED HERITAGE TREES TO BE REMOVED HERITAGE TREES PRESERVED REMOVAL AND REPLACEMENT BY OTHERS TREE PRESERVATION PLAN SURFACE BOUNDARY C000.04 1.REFER TO SHEETS C000.05 - C000.08 FOR TREE INVENTORY LIST. Page 108 of 152 SCALE: DWG. TITLE PROJECT NO: P R O J E C T: DATE: DWG. NO: SHEET SIZE:E (36"x48") PROJECT ISSUANCES SHEET REVISIONS No.Description Date B22-01015 ENTITLEMENTS II PACKAGE 2023-10-31 2023-10-31 PROJECT BIGFOOT DRAF T N O T F O R CONS T R U C T I O N C800.00 SECURITY FENCE DETAILS SCALE: ENTITLEMENT II PACKAGE 2023-10-31 NOTES: 1. PER PUD, FENCES ARE PERMITTED UP TO FOURTEEN FEET(14') IN HEIGHT WITHIN THE CAMPUS AND SUBSTATION (GREATER THAN 50' FROM PUBLIC RIGHT-OF-WAY). 2. PHOTOS ABOVE ARE 10' STEEL WELDED WIRE MESH FENCE, PAINTED IN BLACK. SHOWN FOR REFERENCE. Page 109 of 152 GSID F NOPARKING VAN GC GCGC GCVANVANVANVAN GC GCGC GCEVEVEVEVEVEVEVEV VANVANVANVAN NOPARKING VANVAN NOPARKING NOPARKING VANGCGC GCGC GC GC EMEM EVEV EV EV EV EVEVEVEVEV FUTEV FUTEV FUTEV FUTEV FUTEV FUTEV FUTEV FUTEV FUTEV FUTEV VAN VAN VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITORVAN RESERVED CONTRACTOR SPACE RESERVED CONTRACTOR SPACE RESERVED CONTRACTOR SPACERESERVED CONTRACTOR SPACE RESERVED CONTRACTOR SPACE RESERVED CONTRACTOR SPACE 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA5 SA4 SA5 SA4 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2SA2 SA2 SA2 SB2SB2 SA2SA2 SA2SA2SA2 SA4 E 152ND STREET SA4 SA4 SA4 SA4 SA5 SA4 SA4 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA2 SA4 SA4 SA4 SA4 SITE PHOTOMETRICS BY OTHERS IN THIS AREA SA4 PROPERTY LINE LIGHTING CALCULATIONS AREA NORTH PROPERTY LINE EAST PROPERTY LINE SOUTH PROPERTY LINE WEST PROPERTY LINE NOTES: 1.CALCULATION VALUES ARE IN HORIZONTAL FOOTCANDLES. SYMBOL MAXIMUM + + + + 0.0 0.2 0.0 0.5 ADJACENT ZONING NON-RESIDENTIAL NON-RESIDENTIAL NON-RESIDENTIAL NON-RESIDENTIAL SCALE: DWG. TITLE PROJECT NO: P R O J E C T: DATE: DWG. NO: SHEET SIZE:E (36"x48") KEY PLAN PROJECT ISSUANCES SHEET REVISIONS GENERAL NOTES SHEET LEGENDSCHEDULES No.Description Date B22-01015 ISSUED FOR REVEIW 2023-08-22 2023-08-22 PROJECT BIGFOOT DRAF T N O T F O R CONS T R U C T I O N RFT RFT GSIDF GH1FFE=932.00 NOPARKINGVAN GCGCGCGCVANVANVANVAN GCGCGCGCEVEVEVEVEVEVEVEV VANVANVANVAN NOPARKINGVANVAN NOPARKING NOPARKINGVANGCGCGCGCGCGCEMEM EVEVEVEVEVEVEVEVEVEVFUTEVFUTEVFUTEVFUTEVFUTEV FUTEVFUTEVFUTEVFUTEVFUTEV VANVAN VISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVAN BUILDING 2±297,000 SFFFE=942.25 BUILDING 1±348,000 SFFFE=943.25 BUILDING 3±59,000 SFFFE=943.25 BUILDING 4±22,000 SFFFE=943.75 RESERVEDCONTRACTORSPACE RESERVEDCONTRACTORSPACE RESERVEDCONTRACTORSPACERESERVEDCONTRACTORSPACE RESERVEDCONTRACTOR SPACE RESERVEDCONTRACTORSPACE PROVIDERSWITCHINGSTATION(BYOTHERS) OWNERSUBSTATION BMP B: NURP W/INFILTRATION RING BMP A: NURP W/INFILTRATION RING BMP G: NURP W/INFILTRATION RING BMP F: NURPW/INFILTRATIONRING BL A I N E A V E N U E 145TH STREET (CR 42) AU D R E Y A V E N U E BMP E: NURP W/INFILTRATION RING BMP C: INFILTRATION BASIN BMP D: NURP FIRETANK FUT U R E EXP A N S I O N OVERALL SITE LIGHTING PLAN ES A.LIGHT LEVELS SHOWN ARE MAINTAINED. LIGHT LOSS FACTOR OF 0.80 WAS APPLIED TO ACCOUNT FOR LUMEN DEPRECIATION. B.LIGHTS LOCATED ADJACENT TO DRIVES OR BEHIND PARKING EDGE AND/OR CURB, SHALL BE LOCATED 3'-0" ON CENTER BEHIND EDGE OF PAVING OR BACK OF CURB. Page 110 of 152 E 1 5 2 N D S T AUDREY AVE COUNTY DAKOTA 42 F F F F F F F F F F F F F SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSS SS SS S S MH MH MH SS SS SS SS MH MHSSSSSSSSSSSSSSSSSSSSSS SS SS PROPOSED TRAIL OR WALK FUTURE CONSTRUCTION INPLACE RIGHT OF WAY PROPOSED RIGHT OF WAY LIMITS OF CONSTRUCTION PROPOSED ROADWAY PROPOSED SHOULDER PROPOSED CURB AND GUTTER PROPOSED DRIVEWAY FUTURE MULTI-USE TRAIL (BENCHED GRADING) LEGEND PRELIMINARY AUDREY AVENUE ROADWAY IMPROVEMENTS PLAN AND PROFILE OCTOBER 30, 2023 NO R T H Page 111 of 152 E 1 5 2 N D S T CO U N T Y DA K O T A 42 PROPOSED TRAIL OR WALK FUTURE CONSTRUCTION INPLACE RIGHT OF WAY PROPOSED RIGHT OF WAY LIMITS OF CONSTRUCTION PROPOSED ROADWAY PROPOSED SHOULDER PROPOSED CURB AND GUTTER PROPOSED DRIVEWAY FUTURE MULTI-USE TRAIL (BENCHED GRADING) LEGEND PRELIMINARY BLAINE AVENUE ROADWAY IMPROVEMENTS PLAN AND PROFILE OCTOBER 30, 2023 NO R T H Page 112 of 152 ROSEMOUNT/DAKOTA COUNTY CSAH 42 AND BLAINE AVE TEMPORARY TRAFFIC CONTROL SIGNAL SYSTEMS INTERSECTION LAYOUT TEMPORARY SIGNAL SYSTEM T.H. 42 (145TH ST) AT BLAINE AVE Page 113 of 152 WATER LEGEND KEY NOTE DESCRIPTION GATE VALVE, MJ GATE VALVE WITH RISER AND VALVE BOX ASSEMBLY. POC POINT OF CONNECTION. CONNECTION TO WATER MAIN VARIES PER SITE. POE POINT OF ENDING. CAP WATER LINE FOR FUTURE CONNECTION. PIV POST INDICATOR VALVE. FH FIRE HYDRANT PROPOSED 6" DOMESTIC WATER. PROPOSED 8" PUMP OR TANK SERVICE LINE. PROPOSED 8" FIRE LOOP. PROPOSED FACILITY WATER PIPING ABOVE GRADE. PROPOSED FACILITY WATER PIPING BELOW GRADE. PROPOSED 300FT FIRE HYDRANT SPACING AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W W WWWW W W WWWWW W W W F F F F F F F F W W W W W W W W W W W W W W W W W W W W W WFF F F F F F F F F F F F F F F F F F F F F F FFFFF F F F F W F F F F F F AG W AG W AG W AG W W AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W AG W CO M M CO M M CO M M COMMCOMM COMMCOMMCOMMCOMM CO M M COMMCOMMCOMM COMM COMM COMM COMM COMM COMM COMM CO M M COMM NC S D NC S D NC S D NC S D NCSD P-UG P-UG P-UGP-UG P-UG P-UGP-UG P-UG P-UG P-UG P-UG P-UG P-UGP-UGP-UG P- U G P-UG NCSDNCSD NC S D NCSD NCSD NC S D NC S D P-UGP-UGP-UG P-UG P-UGP-UGP-UG P-UG P-UGP-UGP-UG P-UGP-UGP-UG P-UGP-UGP-UG P-UGP-UGP-UG P-UGP-UGP-UG P-UGP-UGP-UG P-UG P-UG P-UG P-UG P-U G P-UG P-UG P-UG P-UG P- U G P-UG P-UG P-UG P-UG P-UG P-UG P-U G P-UG P-UG P-UG P-UG P-UG P-UG P- U G P-UG P-UG P-UG P-UG P-UG P-UG P-UG P-U G P-UG P- U G P- U G P-U G P- U G P-U G P- U G P-U G P-U G P- U G P-U G P- U G P- U G P- U G P-U G P- U G P-U G P- U G P- U G P- U G P-U G P- U G P-U G P- U G P-U G P- U G P-U G P- U G P-U G P- U G P-U G P-U G P- U G P- U G P-U G P- U G P-U G P- U G P-U G P- U G P- U G P- U G P-U G P- U G P-U G P- U G P- U G P-U G P-U G P- U G P- U G P-U G P-U G P- U G P- U G P-U G P- U G P-U G P- U G P- U G P-U G P- U G P- U G P- U G P- U G P- U G P- U G P- U G P-U G P-U G P- U G P-U G P- U G P-U G P- U G P-U G P- U G P- U G P-U G P- U G P- U G P- U G P- U G P- U G P- U G P-U G P- U G P- U G P-U G P-U G P- U G P-U G P- U G P- U G P- U G P-U G P-U G P-U G P- U G P- U G P- U G P- U G P- U G P-UGP-UGP-UGP-UGP-UG P-UGP-UG P-UG P-UGP-UG P-UG P-UGP-UG P-UG P-UG P-UG P-UG P- U G P- U G P-U G P- U G P-U G P-UGP-UG MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MHMH MH MH MH MH MH MH SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSDSDSDSD SD SD SD SD SD SD SDSDSD SDSDSD SD SDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D SD SD SD MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MHMH MH MHMH MH MH MH MH MH MH MH MH SS SS SS SS SSSSSS SS SSSSSSSS SSSSSS SS SS SS SS SS WET WET WE T WET WET WET WET WET WE T LOD LOD L O D LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LO D LOD LO D LOD LO D LOD LOD LO D LO D LO D LO D LOD LOD LO D L O D LOD LO D LOD LOD LOD LODLOD L O D LO D LO D LO D LOD LOD LOD LODLOD LOD LO D LO D LO D LO D LO D LO D LOD LO D LOD LO D LO D LO D LO D L O D LOD LOD PUBLIC WATER CONNECTION FOR DOMESTIC/PORTABLE WATER TO PROVIDER MAIN. PUBLIC WATER CONNECTION FOR DOMESTIC/PORTABLE WATER TO PROVIDER MAIN. PUBLIC WATER CONNECTION FOR FIRE WATER SERVICE TO PROVIDER MAIN. 6" W 8" F 6" W 6" W 6" W 6" W 8" F 6" W 8" F 8" F 8" F 8" F 8" F 8" F 8" F 8" F 8" F 8" F 8" F 6" W 6" W 8" F 6" W 8" F 8" F 8" F 8" F 8" F 8" F 8" F 8" F 8" F 6" W 6" W 6" W 6" W 8" F 8" F 8" F 8" F 6" W8" F 8" F 8" F 8" F 8" F 8" F 8" F 8" F 6" W 6" W PROPOSED OFFSITE IMPROVEMENTS. SEE SEPARATE PLANS PROPOSED OFFSITE IMPROVEMENTS. SEE SEPARATE PLANS RF T RF T E 152ND STREET GSID F 2M C U P 1 2M C U P 2 2M C U P 3 2M C U P 4 2M C U P 5 2M C U P 6 2M C U P 7 2M C U P 8 2IW M 1M C U P 1 1IW M 1M C U P 2 1M C U P 3 1M C U P 4 1M C U P 5 1M C U P 6 1M C U P 7 1M C U P 8 1M C U P 9 GH1 FFE=932.00 NOPARKING VAN GC GCGC GCVANVANVANVAN GC GCGC GCEVEVEVEVEVEVEVEV VANVANVANVAN NOPARKING VANVAN NOPARKING NOPARKING VANGCGC GCGC GC GC EMEM EVEV EV EV EV EVEVEVEVEV FUTEV FUTEV FUTEV FUTEV FUTEV FUTEV FUTEV FUTEV FUTEV FUTEV VAN VAN VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITORVAN GSID F GSID F GSID F GSID F GSID F GSI D F BUILDING 2 ±297,000 SF FFE=942.25 BUILDING 1 ±348,000 SF FFE=943.25 BUILDING 3 ±59,000 SF FFE=943.25 BUILDING 4 ±22,000 SF FFE=943.75 RESERVED CONTRACTOR SPACE RESERVED CONTRACTOR SPACE RESERVED CONTRACTOR SPACERESERVED CONTRACTOR SPACE RESERVED CONTRACTOR SPACE RESERVED CONTRACTOR SPACE PROVIDER SWITCHING STATION (BY OTHERS) OWNER SUBSTATION BMP B: NURP W/ INFILTRATION RING BMP A: NURP W/ INFILTRATION RING BMP G: NURP W/ INFILTRATION RING BMP F: NURP W/ INFILTRATION RING BL A I N E A V E N U E 145TH STREET (CR 42) AU D R E Y A V E N U E BMP E: NURP W/ INFILTRATION RING BMP C: INFILTRATION BASIN BMP D: NURP FIRE TANK FU T U R E EX P A N S I O N 1.CONTRACTOR TO INSTALL AIR RELEASE VALVES AT ALL HIGH POINTS IN WATER LINES. 2.CONTRACTOR TO PROVIDE VALVE BOX FOR ALL VALVES LOCATED BELOW GRADE. 3.CONTRACTOR TO PROVIDE MIN. COVER PER CITY OF ROSEMOUNT STANDARDS. 4.ALL FIRE MAIN AND SERVICE SHALL BE 8" AND FIRE LOOP SHALL BE FULLY RESTRAINT JOINTED FOR 8" PRESSURIZED FIRE LOOP SYSTEM. 5.THE GEOTECHNICAL REPORT STATES THAT CORROSIVE SOILS ARE PRESENT ON THIS SITE. FACILITY WATER PIPING INSTALLED UNDERGROUND SHALL UTILIZE HDPE PIPING AS A MEANS TO MITIGATE THE CORROSIVE SOILS PRESENT ON SITE. CONTRACTOR TO REFERENCE GEOTECHNICAL REPORT AND MECHANICAL SPECIFICATIONS FOR DETAILS. 6.REFER TO LANDSCAPE CONSTRUCTION DOCUMENTS FOR IRRIGATION POINTS OF CONNECTIONS. PRELIMINARY LOCATIONS ARE LOCATED AT THE ADMIN BUILDING AND FROM THE WATER SERVICE TO THE GUARDHOUSE. 7.INSTALL THRUST BLOCKS OR RESTRAINED JOINT PIPING ON ALL DOMESTIC WATER BENDS. SEE WATER DETAILS FOR SIZING INFORMATION. 8.REFERENCE MECHANICAL PLANS FOR MCUP/DRY COOLER HOSE BIB PIPING AND HOSE BIB LOCATIONS IN DRY COOLER YARD. 9.ALL WATER MAIN PIPING SHALL BE DUCTILE IRON PIPE (DIP) CLASS 52. CAUTION: EXISTING WETLANDS AND STREAM: CONTRACTOR SHALL NOT DISTURB ANY WETLAND OR STREAM CHANNEL AREAS. SCALE: DWG. TITLE PROJECT NO: P R O J E C T: DATE: DWG. NO: SHEET SIZE:E (36"x48") KEY PLAN PROJECT ISSUANCES SHEET REVISIONS GENERAL NOTES SHEET LEGENDSHEET NOTES NOTE: NOT ALL SHEET NOTES BELOW MAY BE USED ON THIS SHEET# No.Description Date B22-01015 ENTITLEMENT II PACKAGE 2023-10-31 2023-10-31 PROJECT BIGFOOT DRAF T N O T F O R CONS T R U C T I O N C500.00 OVERALL WATER PLAN Page 114 of 152 1.ALL SANITARY SEWER PIPING TO BE PVC SDR-26 OR PRE-APPROVED EQUIVALENT, OR AS REQUIRED BY AHJ. 2.ALL SANITARY CONNECTION POINTS AND INVERTS REFLECT LOCATION OF PIPING 5' FROM BUILDING WALL. CONTRACTOR TO INSTALL CLEAN OUT AT MEP/CIVIL CONNECTION POINT. REFER TO PLUMBING PLANS FOR ADDITIONAL DETAILS AND INFORMATION. 3.INSTALL GREASE INTERCEPTOR IN LANDSCAPED AREA AND VENT PIPING IN ACCORDANCE WITH REQUIREMENTS OF LOCAL AHJ. LIDS TO BE FLUSHED AT SURFACE, COORDINATE LOCATION WITH SITE SPECIFIC LANDSCAPE DESIGN AND OWNER. 4.ALL NORTHINGS AND EASTINGS REPRESENT CENTER OF STRUCTURE OR MANHOLE. 5.REFERENCE SHEET C400.01 - C400.02 FOR DETAIL STRUCTURE AND PIPE INFORMATION. CAUTION: EXISTING WETLANDS AND STREAM: CONTRACTOR SHALL NOT DISTURB ANY WETLAND OR STREAM CHANNEL AREAS. WET WET WE T WET WET WET WET WET WE T LOD LOD L O D LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LO D LOD LO D LOD LO D LOD LOD LO D LO D LO D LO D LOD LOD LO D L O D LOD LO D LOD LOD LOD LODLOD L O D LO D LO D LO D LOD LOD LOD LODLOD LOD LO D LO D LO D LO D LO D LO D LOD LO D LOD LO D LO D LO D LO D L O D LOD LOD RF T RF T E 152ND STREET GSID F GH1 FFE=932.00 NOPARKING VAN GC GCGC GCVANVANVANVAN GC GCGC GCEVEVEVEVEVEVEVEV VANVANVANVAN NOPARKING VANVAN NOPARKING NOPARKING VANGCGC GCGC GC GC EMEM EVEV EV EV EV EVEVEVEVEV FUTEV FUTEV FUTEV FUTEV FUTEV FUTEV FUTEV FUTEV FUTEV FUTEV VAN VAN VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITORVAN BUILDING 2 ±297,000 SF FFE=942.25 BUILDING 1 ±348,000 SF FFE=943.25 BUILDING 3 ±59,000 SF FFE=943.25 BUILDING 4 ±22,000 SF FFE=943.75 RESERVED CONTRACTOR SPACE RESERVED CONTRACTOR SPACE RESERVED CONTRACTOR SPACERESERVED CONTRACTOR SPACE RESERVED CONTRACTOR SPACE RESERVED CONTRACTOR SPACE PROVIDER SWITCHING STATION (BY OTHERS) OWNER SUBSTATION BMP B: NURP W/ INFILTRATION RING BMP A: NURP W/ INFILTRATION RING BMP G: NURP W/ INFILTRATION RING BMP F: NURP W/ INFILTRATION RING BL A I N E A V E N U E 145TH STREET (CR 42) AU D R E Y A V E N U E BMP E: NURP W/ INFILTRATION RING BMP C: INFILTRATION BASIN BMP D: NURP FIRE TANK FU T U R E EX P A N S I O N MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MHMH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MHMH MH MHMH MH MH MH MH MH MH MH MH 6" 6" 6" 6" 8" 6"6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 6" 6" 6" 8" 8"8" 8" 10"10"10" SS-MHA7 SS-MHB6 SS-MH04 SS-MHA5 SS-MH05 SS-MHA4 SS-MHA3 SS-MH08 SS-MH07 SS-MHA2 SS-MH03 SS-MH02 SS-MHA1 SS-MHB2 SS-MHB1 SS-MH23 SS-MH15 SS-MH10 SS-MHA6 SS-MH24 SS-MHB5 SS-MHB3 EX-MH218 SS-MHB4 SS-MH14 SS-MH11 EQUIPMENT CONNECTION 1 SS-MH12 TEE-07 SS-MH21 SS-MH06 1MCUP9 1MCUP2 1MCUP4 1MCUP7 TEE-06 SS-MH09 1MCUP6 TEE-03 1MCUP5 TEE-05 1MCUP3 TEE-01 SS-MH22 1MCUP8 TEE-04 1MCUP1 TEE-08 SS-MH16 2MCUP6 TEE-02 2MCUP8 2MCUP4 TEE-11 2MCUP2 TEE-13 TEE-14 TEE-15 2MCUP1 SS-MH13 TEE-09 2MCUP3 2MCUP5 2MCUP7 SS-MH20 TEE-12 TEE-10 BUILDING 4 CONNECTION 2 BUILDING 4 CONNECTION 1 BUILDING 1 CONNECTION 6 BUILDING 1 CONNECTION 5 BUILDING 1 CONNECTION 4 BUILDING 1 CONNECTION 3 BUILDING 1 CONNECTION 2 BUILDING 1 CONNECTION 1 BUILDING 3 CONNECTION 1 SS-MH19 SS-MH18 BUILDING 2 CONNECTION 4 BUILDING 2 CONNECTION 3 BUILDING 2 CONNECTION 2 BUILDING 2 CONNECTION 1 BUILDING 2 CONNECTION 5 SS-CO-15 SS-MH17 SS-CO-14 SS-CO-13 SS-MH01 SS-CO-12 SS-CO-11 SS-CO-10 SS-CO-09 SS-CO-08 SS-CO-07 SS-CO-06 SS-CO-05 SS-CO-04 SS-CO-03 GH1 CONNECTION SS-CO-02 SS-CO-01 SANITARY SEWER LEGEND SYMBOL KEY NOTE DESCRIPTION SMH - #SANITARY MANHOLE. DSMH - #SANITARY MANHOLE WITH EXTERIOR DROP CONNECTION. LSMH - #SANITARY MANHOLE WITH LIFT STATION. BLDG - #BUILDING CONNECTION. REFERENCE MEP PLANS FOR CONTINUATION. WYE - #SANITARY SERVICE WYE. CO - #45° BEND WITH CLEANOUT. POC POINT OF CONNECTION TO SANITARY SEWER MAIN. POE POINT OF ENDING. CAP SEWER LINE FOR FUTURE CONNECTION. PROPOSED SANITARY SEWER SCALE: DWG. TITLE PROJECT NO: P R O J E C T: DATE: DWG. NO: SHEET SIZE:E (36"x48") KEY PLAN PROJECT ISSUANCES SHEET REVISIONS GENERAL NOTES SHEET LEGENDSHEET NOTES NOTE: NOT ALL SHEET NOTES BELOW MAY BE USED ON THIS SHEET# No.Description Date B22-01015 ENTITLEMENT II PACKAGE 2023-10-31 2023-10-31 PROJECT BIGFOOT DRAF T N O T F O R CONS T R U C T I O N C400.00 OVERALL SANITARY SEWER PLAN Page 115 of 152 1.ALL STORM SEWER PIPING TO BE REINFORCED CONCRETE PIPE (RCP) CLASS III OR PRE-APPROVED EQUIVALENT UNLESS OTHERWISE NOTED. 2.CONTRACTOR TO INSTALL ALL PIPE, FITTINGS, BENDS, AND STRUCTURES AS NECESSARY FOR STORM SEWER CONNECTIONS. 3.ALL NORTHINGS AND EASTINGS REPRESENT CENTER OF INLET OR STRUCTURE. 4.REFERENCE SHEET C300.01 - C300.02 FOR DETAIL STRUCTURE AND PIPE INFORMATION. 5.ROADWAY AND LOOP ROADS BETWEEN DCB AND CUP TO BE INVERTED CROWNED ROADWAY WITH GRATE INLETS. 6.GENERATOR FUELING SPILL CONTAINMENT TO BE PROVIDED AT EACH GENERATOR LOCATION. VOLUME OF THE CONTAINMENT SHALL TOTAL 3,000 GALLONS PLUS THE 25-YEAR 24 HOUR STORM DEPTH FOR THE DRAINAGE AREA SPECIFIC TO THE CONTAINMENT AREA. ABOVE GROUND AND BELOW GROUND CONTAINMENT VOLUME IS ACCEPTABLE. PROVIDE CONTAINMENT VALVE PRIOR TO ENTERING STORM SEWER DURING FUELING OPERATIONS. CONFIRM CONTAINMENT VOLUME REQUIREMENTS WITH SITE META CIVIL LEAD AND META ENVIRONMENTAL LEAD. CONTAINMENT PAD IS GRAPHICALLY SHOWN ON PLANS, TOTAL VOLUME SHALL BE CONSIDERED ON A SITE BY SITE BASIS. 7.AN INVERTED CROWN ROADWAY WITH CURB AND GUTTER SHALL BE UTILIZED FOR BASELINE ESTIMATES FOR ALL ROADWAYS WITHOUT PARKING STALLS LOCATED ON THEM. ALL DRIVE AISLES WITH PARKING STALLS SHALL HAVE CURB AND GUTTERS AND ARE NOT BEHOLDEN TO INVERTED CROWN. 8.ALL STORM STRUCTURES OUTSIDE OF THE SECURE FENCE SHALL BE INSTALLED WITH A LOCKING LID. 9.PIPE SIZES DESIGNED TO ACCOMMODATE THE 10-YEAR STORM EVENT. 10-YEAR, 24-HOUR RAINFALL INTENSITY SET AT 4.2 IN/HR BASED ON ATLAS 14 FOR CITY OF ROSEMOUNT. WET WET WE T WET WET WET WET WET WE T LOD LOD L O D LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LO D LOD LO D LOD LO D LOD LOD LO D LO D LO D LO D LOD LOD LO D L O D LOD LO D LOD LOD LOD LODLOD L O D LO D LO D LO D LOD LOD LOD LODLOD LOD LO D LO D LO D LO D LO D LO D LOD LO D LOD LO D LO D LO D LO D L O D LOD LOD RF T RF T E 152ND STREET GSID F GH1 FFE=932.00 NOPARKING VAN GC GCGC GCVANVANVANVAN GC GCGC GCEVEVEVEVEVEVEVEV VANVANVANVAN NOPARKING VANVAN NOPARKING NOPARKING VANGCGC GCGC GC GC EMEM EVEV EV EV EV EVEVEVEVEV FUTEV FUTEV FUTEV FUTEV FUTEV FUTEV FUTEV FUTEV FUTEV FUTEV VAN VAN VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR VISITORVAN BUILDING 2 ±297,000 SF FFE=942.25 BUILDING 1 ±348,000 SF FFE=943.25 BUILDING 3 ±59,000 SF FFE=943.25 BUILDING 4 ±22,000 SF FFE=943.75 RESERVED CONTRACTOR SPACE RESERVED CONTRACTOR SPACE RESERVED CONTRACTOR SPACERESERVED CONTRACTOR SPACE RESERVED CONTRACTOR SPACE RESERVED CONTRACTOR SPACE PROVIDER SWITCHING STATION (BY OTHERS) OWNER SUBSTATION BMP B: NURP W/ INFILTRATION RING BMP A: NURP W/ INFILTRATION RING BMP G: NURP W/ INFILTRATION RING BMP F: NURP W/ INFILTRATION RING BL A I N E A V E N U E 145TH STREET (CR 42) AU D R E Y A V E N U E BMP E: NURP W/ INFILTRATION RING BMP C: INFILTRATION BASIN BMP D: NURP FIRE TANK FU T U R E EX P A N S I O N MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MHMH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MHMH MH MHMH MH MH MH MH MH MH MH MH 18" 24" 24" 30" 24" 36" 18" 42" 24" 18" 15" 18" 15" 24" 42" 36" 30" 42" 42" 30" 8" 30" 12" 24" 15" 15" 18" 15" 42" 42" 30" 30" 24" 36" 24" 15" 24" 15" 18" 15" 15" 15" 18" 24" 24"24" 15" 15" 15" 15" 18" 24" 24" 30" 24" 12" 24" 15" 18" 12" 10" 15"8" 15" 15" 24" 36"36" 15" 18" 18" 24" 30"30" 30" 15" 18" 15" 24" 15" 30" 30" 30" 18" 24" 18" 30"12" 42" 42" 15"15" 36" 30" 8"30" 30" 30" 15" 18" 15" 24" 24" 24" 30" 15" 18" 8" 8" 8" 8" 8" 24" 24" 15" 10" 10" 24" 24" 24" 48" 18" 12" 24" 24" 8" 8" 8" 8" 8" 8" 8" 8" 8"8" 8" 8 8" 8" 8" 8" 8" 24" 18" 36" 15" 18" 8" 8" 10" 10" 12" 12" 15" 15" 15" 8" 10" 10" 12" 12" 15" 15" 15" 15" 15" 12" 24" 12" 24" 30" 12"12" 12" 12" 18" 8" 48"48"48" GI-417 GI-334 GI-333 MH-437 GI-419 GI-416 CI-531 MH-508 MH-414 MH-423 MH-332 GI-235 MH-407 GI-415 MH-501 GI-413 GI-509 GI-412 MH-428 MH-430 MH-431GI-234 MH-433 MH-426 GI-302 MH-505 MH-506 MH-533 MH-432 MH-429 GI-317 GI-318 GI-303 GI-301 GI-401 GI-408 GI-500 MH-223 MH-224 MH-225 MH-438 MH-226 MH-210 MH-227 MH-228 MH-203 GI-418 MH-435 MH-427 CI-425 MH-229 GI-507 GI-503 CI-424 GI-504 MH-409 MH-232 MH-330 MH-233 MH-532 MH-331 MH-406 CI-422 GI-402 GI-201 GI-311 GI-206 GI-207 GI-305 GI-310 MH-434 GI-502 GI-320 GI-410 MH-209 GI-202 GI-411 GI-405 GI-516 MH-319 GI-404 GI-306 GI-403 GI-309 GI-304 MH-436 GI-307 GI-204 GI-214 GI-216 GI-208 CI-421 GI-308 GI-205 GI-218GI-222 CO-17 MH-220 MH-321 CO-6 CO-2 GI-219 CO-18 GI-215 CI-518 GI-108 GI-106 GI-104 GI-102 MH-522 GI-100 CO-5 GI-217 CO-11 CO-19 CO-10 CO-20 GI-517 GI-213 CO-1 CO-15 CO-9 CI-420 GI-211 CO-12 TD-200 LD-402 CO-14 TD-400 GI-212 CO-13 CO-7 GI-514 GI-512 LD-401 GI-510 GI-109 GI-101 GI-107 GI-105 GI-103 CO-8 CO-16 FES-400 FES-401 CO-3 MH-523 FES-200 GI-511 CO-4 TD-500 GI-513 GI-515 MH-529 MH-605 FES-201 MH-530 CI-528 FES-202 CI-521 MH-525 FES-300 CI-524 MH-520 MH-606 FES-100 MH-607 MH-526 CI-527 FES-500 OCS-1 FES-503 MH-603 MH-604 FES-501 FES-502 GI-602 GI-601 OCS-3 FES-600 OCS-2 OCS-4 FES-601 FES-602 FES-101 FES-603 OCS-6 FES-505 MH-608 FES-604 OCS-5 FES-701 SSWR-CONNECTION-1 SSWR-CONNECTION-2 FES-800 FES-801 FES-802 FES-803 FES-804 FES-805 OCS-7 15" 15" 24" 39018" STORM SEWER LEGEND SYMBOL KEY NOTE DESCRIPTION CI - #CURB INLET MH - #STORM SEWER MANHOLE GI - #GRATE INLET FES - #FLARED END SECTION LD - #LANDSCAPE DRAIN TD - #TRENCH DRAIN STORM SEWER PERFORATED UNDERDRAIN PIPE FOR SUBSURFACE DRAINAGE OF GRAVEL ELECTRICAL YARD. REFER TO GEOTECHNICAL REPORT FOR GROUNDWATER INFORMATION AND ADDITIONAL UNDERDRAIN/DRAIN TILE REQUIREMENTS. SCALE: DWG. TITLE PROJECT NO: P R O J E C T: DATE: DWG. NO: SHEET SIZE:E (36"x48") KEY PLAN PROJECT ISSUANCES SHEET REVISIONS GENERAL NOTES SHEET LEGENDSHEET NOTES NOTE: NOT ALL SHEET NOTES BELOW MAY BE USED ON THIS SHEET# No.Description Date B22-01015 ENTITLEMENT II PACKAGE 2023-10-31 2023-10-31 PROJECT BIGFOOT DRAF T N O T F O R CONS T R U C T I O N C300.00 OVERALL STORM SEWER PLAN Page 116 of 152 Page 1 kimley-horn.com 11995 Singletree Lane, Suite 225, Eden Prairie 55344 612-315-1272 October 31, 2023 Anthony Nemcek Senior Planner City of Rosemount 2875 145th Street Rosemount, MN 55068 Dear Mr. Nemcek, Kimley-Horn, on behalf of Jimnist LLC is submitting an application for a Preliminary Plat, Final Plat, and PUD Final Site and Building Plan for a proposed ±280-acre development site, dubbed “Project Bigfoot” in the southwest quadrant of County Road 42 and Blaine Avenue within UMore Park. The current Land Use of the property is designated as BP-PUD per the specific rezoning approved in March 2023. Development Plan and Design: Project Bigfoot is a technology campus for a confidential user. This technology campus will be comprised of 2 main function buildings and additional ancillary buildings and support areas. The buildings will be constructed of high-quality materials with complementary architectural features within the campus. The uses include office space, servers, and support equipment in a campus setting of complimentary one-story buildings. It does not include distribution or production. In addition to the buildings, the site will consist of green space, employee and visitor parking areas, site utilities, landscaping, and stormwater management areas. Page 117 of 152 Page 2 kimley-horn.com 11995 Singletree Lane, Suite 225, Eden Prairie 55344 612-315-1272 The proposed development will be screened by a minimum 75’ buffer surrounding the site which includes new and existing plantings and stormwater management areas. Overall, the project is planning to save roughly 50% of the existing tree canopy. Over 750 trees will exist on the site with the development of the proposed project. Majority of these trees are between the buildings and the property lines. With all of the main function buildings being set back more than 875’, the distance and landscape/wooded areas will create a substantial buffer in viewshed and noise from the adjacent ROWs and adjacent properties. The proposed buildings will be no more than 50’ tall and have minimal visual impact to the surrounding landscape. City code requires a total of 364 parking spaces for the proposed use with 283 stalls being provided on the current site plan. The difference is stalls is fulfilled by proof-of-parking. Acoustical studies have been analyzed to inform and optimize site design such that noise levels around the site will be minimized particularly during off-peak hours, and kept within MN State Statutes. The above- mentioned 875’-plus building setback, existing woodland areas, and proposed landscape areas in conjunction with noise dampening mitigation on the equipment allow the site to function under noise regulations. The main access to the development will be from an access on Blaine Avenue, and a secondary access on Audrey Avenue to the west. Pedestrian access is provided from Blaine Avenue to the east. Sidewalks will also be added on Audrey Avenue, bordering Dakota County Technical College. The proposed site development will include onsite and offsite utilities, including sanitary sewer, water, electrical duct banks, and fiber duct banks. These utilities are proposed to be located beneath the ground surface except for an overhead transmission line along the eastern boundary of the site leading to a proposed electrical substation; the electrical transmission line and substation are designed and provided by others. The sanitary sewer will include an onsite lift station and discharge to an existing MCES main in the northwest corner of the site. The onsite water will connect to proposed public watermains within Audrey Avenue and Blaine Avenue. All onsite and offsite utilities will be designed and constructed to City and state standards and regulations. Water utilization for the proposed project has been budgeted with the City, as to not overburden the City’s water system. The proposed project does not qualify as a Significant Industrial User as defined by the MPCA. Site lighting will be provided throughout the site for user safety. Site lighting will be consistent in character throughout the entire site, with all light being directed toward the ground and shielded to prevent direct glare. The light levels will meet City standards by not exceeding 0.5 lumens at residential property lines and 1.0 lumens at all others, while keeping fixtures below the maximum height of 30’. Public Improvements: Offsite improvements proposed by the applicant as part of this development are the reconstruction of Audrey Avenue to the west and Blaine Avenue to the east. The improvements will be phased to support construction and into the final built condition. Audrey Avenue is an existing approximately 30’ wide private asphalt street. The proposed development includes dedicating right-of-way to the City of Rosemount and improvement of the street to a 36’ wide urban section including two-way traffic lanes with curb and gutter, storm sewer, a 10’ multi-use asphalt path, and 5’ concrete sidewalk. Additionally, as part of the improvements, a public 12” watermain is being installed within the Audrey Avenue right-of-way to the southern property line of the development. To facilitate future development and connection to the north of CSAH 42, Audrey Avenue is being realigned just south of the CSAH 42 intersection. Due to this realignment, median improvements are proposed within CSAH 42 including extending the median nose from the west and modifying the median nose to the east Page 118 of 152 Page 3 kimley-horn.com 11995 Singletree Lane, Suite 225, Eden Prairie 55344 612-315-1272 of the intersection. All improvements are designed to Dakota County and City of Rosemount standards and specifications. Blaine Avenue is currently an approximately 26’ wide private asphalt road along the eastern boundary of the proposed development. The proposed development includes dedicating right-of-way to the City and improvement of the street to a 30’ wide street with an offset crown. The street will be constructed to include curb and gutter and associated storm sewer along the western curb line, and a rural section with shoulder and ditch on the east side. It is anticipated that Blaine Avenue will need to be further expanded in the future, when anticipated traffic level warrant, therefore, the 30’ wide section has been designed to accommodate the future expansion to the east side of Blaine. As part of the Blaine Avenue reconstruction, a 16” watermain will be installed within the right-of-way. The proposed development is a high construction-traffic generator, including AM and PM peaks for vehicles traveling along CSAH 42. Due to the anticipated high traffic levels for construction, a temporary traffic signal is proposed, with the addition of a northbound right turn lane and eastbound right turn lane, at the intersection of Blaine Avenue and CSAH 42 to mitigate construction traffic. Operating traffic generation is based on 300 employees with minimal truck traffic, which is relatively low for the size of site and comparable uses, such as light industrial/warehouse based upon the zoning classification. We respectfully request that the PUD Final Site & Building Plan, Preliminary Plat, and Final Plat be presented at the next available Planning Commission meeting for consideration. If you have any questions or concerns, please contact me at (651) 643-0470. Sincerely, Trisha D. Sieh, P.E. Vice President Page 119 of 152 kimley-horn.com 767 Eustis Street, Suite 100, Saint Paul, MN 55114 651-645-4197 TRAFFIC MEMORANDUM To:Tom Bowlin P.E., Dakota County From:Jacob Rojer P.E., PTOE Date:June 14, 2023 (Updated July 25, 2023) Subject:2024 Traffic Analysis – Project Bigfoot and Project Channel Construction Traffic Scenarios This memo analyzes the impact of Project Bigfoot and Project Channel construction traffic on 2024 traffic volumes at the CSAH 42 & Blaine Avenue (CSAH 71) intersection. The analysis includes operational analysis and signal warrant analysis. This memo will focus on the following 2024 scenarios during the AM peak hour (7 – 8am), PM peak hour (4:30 – 5:30pm), and 6 – 7 AM period: l Project Bigfoot 2024 Construction Scenario – Traffic projections include 2024 background growth, RVGC Distribution Center site traffic, and Project Bigfoot construction traffic. l Project Channel 2024 Construction Scenario – Traffic projections include 2024 background growth, RVGC Distribution Center site traffic, and Project Channel construction traffic. l Combined 2024 Construction Scenario – Traffic projections include 2024 background growth, RVGC Distribution Center site traffic, Project Bigfoot construction traffic, and Project Channel construction traffic. 2024 Construction Level of Service The 2024 Construction condition considered three scenarios: Project Bigfoot Only, Project Channel Only, and Project Bigfoot and Channel combined. The 2024 Construction conditions include existing traffic control and the following geometry changes were assumed for each scenario. l Project Bigfoot 2024 Construction Scenario: n CSAH 42 & Blaine Avenue – 300-foot dedicated northbound right-turn lane l Project Channel 2024 Construction Scenario: n CSAH 42 & Blaine Avenue – no improvements l Combined 2024 Construction Scenario: n CSAH 42 & Blaine Avenue – 300-foot dedicated northbound right-turn lane Project Bigfoot 2024 Construction Scenario In 2024, Project Bigfoot is expected to be under construction. Project Bigfoot is projected to generate 241 AM Trips (224 entering and 17 exiting), 367 PM trips (0 entering and 367 exiting), and 610 trips (595 entering and 15 exiting) during the 6 – 7 AM period. Two trip distributions were used: one for deliveries and one for employees. The trip distribution, trip assignment, and traffic projections for the Project Channel 2024 Construction Scenario for the peak hours and 6-7 AM are shown in Exhibit 1 Page 120 of 152 Page 2 kimley-horn.com 767 Eustis Street, Suite 100, Saint Paul, MN 55114 651-645-4197 and Exhibit 2, respectively. The level of service is shown in Table 1 and the 95th percentile queues are shown in Table 2. Table 1: Project Bigfoot 2024 Construction Level of Service Intersection Delay in sec/veh (Level of Service) AM Peak Hour PM Peak Hour 6 - 7 AM Left Thru Right Left Thru Right Left Thru Right 2024 Project Bigfoot Construction Eastbound 4.2 (A)2.5 (A)1.4 (A)15.1 (C)5.3 (A)2.6 (A)3.4 (A)2.3 (A)1.5 (A) Westbound 8.7 (A) 2.6 (A) 3.1 (A) 3.3 (A) 4.5 (A) 3.1 (A) 22.9 (C) 2.3 (A) 0.5 (A) Northbound 39.7 (E)-(-)5.8 (A)113.4 (F)112.7 (F)13.2 (B)203 (F)287 (F)4.6 (A) Southbound 63.1 (F)32 (D) 32.2 (D) 114.3 (F)75 (F)65.9 (F)312.3 (F)206.7 (F)140.2 (F) Intersection 4.5 (A)16 (C)12.5 (B) 2024 Project Bigfoot Construction with Mitigation Eastbound 7.4 (A)7.8 (A)4.4 (A)15.6 (B)9.6 (A)4.2 (A)9.5 (A)12.7 (B)7.3 (A) Westbound 9 (A) 6 (A) 3.8 (A) 7.4 (A) 10.4 (B) 5.3 (A) 12 (B) 5.2 (A) 1.7 (A) Northbound 28.4 (C)4.4 (A)5.3 (A)16.7 (B)16.3 (B)10.3 (B)20.8 (C)15 (B)4.7 (A) Southbound 15.4 (B) 16.6 (B) 5 (A) 14.3 (B) 12.7 (B) 7.1 (A) 19 (B) 21.3 (C)4 (A) Intersection 7.1 (A)10.3 (B)9.8 (A) Table 2: Project Bigfoot 2024 Construction Queues Intersection Queueing (ft) Storage (ft)AM Peak Hour PM Peak Hour 6 - 7 AM 95th Queue 95th Queue 95th Queue 2024 Project Bigfoot Construction EB L 300 50 45 50 WB L 300 80 5 275 WB R 180 0 0 0 NB L -20 260 65 NB R 300 75 180 60 SB -115 240 205 2024 Project Bigfoot Construction with Mitigation EB L 300 60 45 70 WB L 300 80 5 215 WB R 180 20 25 15 NB L -25 85 35 NB R 300 65 125 60 SB -70 65 55 Page 121 of 152 Page 3 kimley-horn.com 767 Eustis Street, Suite 100, Saint Paul, MN 55114 651-645-4197 A summary of the critical movements for all the analysis scenarios at CSAH 42 & Blaine Avenue for the Project Bigfoot 2024 Construction Scenario is shown below. l 6AM to 7AM Peak n Without a signal l WB left delay is acceptable, however, 95th percentile queue is 275 with a max queue of 345 feet. Queues in excess of 300 feet would extend past the existing storage bay. l SB movements have over 5 minutes of delay per vehicle; however, this approach serves less than 30 vehicles in this peak hour. l NB movements have over 3 minutes of delay per vehicle; however, this approach serves less than 20 vehicles in this peak hour. n With a signal l All delays are acceptable, and queues are within their storage capacity. l AM peak n Without a signal l All delays are acceptable, and queues are within their storage capacity. n With a signal l All delays are acceptable, and queues are within their storage capacity. l PM peak n Without a signal l NB left delays are around 2 minutes. NB left 95th percentile queue is 260 feet with a maximum queue of 310 feet. NB right 95th percentile queue is 180 feet with a maximum queue of 240 feet. l SB left delays are around 2 minutes. SB 95th percentile queue is 240 feet with a maximum queue of 260 feet. n With a signal l All delays are acceptable, and queues are within their storage capacity. Project Channel 2024 Construction Scenario Project Channel is expected to be under construction in 2024. Based on metrics provided by the project team, it is anticipated that during construction there will be approximately 325 workers on site per day and up to 100 deliveries. It is anticipated that there will be similar shifts to Bigfoot with workers arriving between 6am and 8am and departing between 3pm and 5pm and that deliveries would be spread out throughout the workday. This results in Project Channel generating 191 AM Trips (178 entering and 13 exiting), 191 PM trips (13 entering and 178 exiting), and 186 trips (173 entering and 13 exiting) during the 6 – 7 AM period. Two trip distributions were used: one for deliveries and one for employees. The trip distribution, trip assignment, and traffic projections for the Project Channel 2024 Construction Scenario for the peak hours (7 - 8am and 4:30 - 5:30pm) and 6-7 AM are shown in Exhibit 1 and Exhibit 2, respectively. The level of service is shown in Table 3 and the 95th percentile queues are shown in Table 4. Page 122 of 152 Page 4 kimley-horn.com 767 Eustis Street, Suite 100, Saint Paul, MN 55114 651-645-4197 Table 3: Project Channel 2024 Construction Level of Service Intersection Delay in sec/veh (Level of Service) AM Peak Hour PM Peak Hour 6 - 7 AM Left Thru Right Left Thru Right Left Thru Right 2024 Project Channel Construction Eastbound 6.9 (A)1.6 (A)-(-)15.5 (C)4.5 (A)4.4 (A)4.6 (A)0.5 (A)0 (A) Westbound 2.8 (A) 2.5 (A) 3.3 (A)-(-)4.5 (A) 3.1 (A) 3.2 (A) 1.1 (A) 1.1 (A) Northbound 9.8 (A)25.3 (D)-(-)48.3 (E)72.8 (F)5.1 (A)-(-)7 (A)3.2 (A) Southbound 28 (D) 19.2 (C) 10.5 (B) 1311.4 (F)1091.2 (F)1304 (F)24.1 (C) 28.7 (D) 7.2 (A) Intersection 3.2 (A)172.9 (F)1.7 (A) 2024 Project Channel Construction with Mitigation Eastbound 14.1 (B)4.2 (A)-(-)15.3 (B)10.3 (B)9.6 (A)9.4 (A)2.3 (A)0.4 (A) Westbound 20 (B) 8 (A) 5.9 (A) 12.6 (B) 12.7 (B) 5.8 (A) 11.9 (B) 5.8 (A) 3.4 (A) Northbound 5.9 (A)13.4 (B)4.2 (A)19.5 (B)14.4 (B)3.8 (A)-(-)9.1 (A)2.7 (A) Southbound 15.1 (B) 21 (C) 5.6 (A)18 (B) 22.7 (C) 12.1 (B) 12.9 (B) 17.3 (B) 4.3 (A) Intersection 6.6 (A)12.1 (B)4.4 (A) Table 4: Project Channel 2024 Construction Queues Intersection Queueing (ft) Storage (ft)AM Peak Hour PM Peak Hour 6 - 7 AM 95th Queue 95th Queue 95th Queue 2024 Project Channel Construction EB L 300 70 45 65 WB L 300 5 0 10 WB R 180 5 5 10 NB L -10 30 10 NB R 300 5 15 15 SB -105 2865 80 2024 Project Channel Construction with Mitigation EB L 300 80 40 75 WB L 300 10 5 15 WB R 180 55 45 50 NB L -15 20 10 NB R 300 5 15 10 SB -90 185 70 Page 123 of 152 Page 5 kimley-horn.com 767 Eustis Street, Suite 100, Saint Paul, MN 55114 651-645-4197 A summary of the critical movements for all the analysis scenarios at CSAH 42 & Blaine Avenue for the Project Channel 2024 Construction Scenario is shown below. l 6AM to 7AM Peak n Without a signal l All delays are acceptable, and queues are within their storage capacity. n With a signal l All delays are acceptable, and queues are within their storage capacity. l AM peak n Without a signal l All delays are acceptable, and queues are within their storage capacity. n With a signal l All delays are acceptable, and queues are within their storage capacity. l PM peak n Without a signal l SB left delays are unacceptable with around 22 minutes of delay. SB queues are anticipated to be over 2800 feet. Delays and queues of this length imply that the network is breaking down with the projected traffic volumes. While the SB approach is anticipated to have 280 vehicles in the peak hour, there is a capacity of 180 vehicles for the approach. This results in a volume to capacity (V/C) ratio of 1.58. For the purposes of this analysis, we did not assume any traffic would head north on Blaine Avenue to access US 52 at the 117th Street intersection. n With a signal l All delays are acceptable, and queues are within their storage capacity. Combined 2024 Construction Scenario A 2024 Scenario where both Project Channel and Project Bigfoot are under construction at the same time. The traffic projections for the combined 2024 Construction Scenario for the peak hours and 6-7 AM are shown in Exhibit 1 and Exhibit 2, respectively. The level of service is shown in Table 5 and the 95th percentile queues are shown in Table 6. Page 124 of 152 Page 6 kimley-horn.com 767 Eustis Street, Suite 100, Saint Paul, MN 55114 651-645-4197 Table 5: Combined 2024 Construction Level of Service Intersection Delay in sec/veh (Level of Service) AM Peak Hour PM Peak Hour 6 - 7 AM Left Thru Right Left Thru Right Left Thru Right 2024 Project Combined Construction Eastbound 6.4 (A)2.6 (A)1.3 (A)12.4 (B)5.4 (A)5 (A)4.8 (A)2.3 (A)1.4 (A) Westbound 8.5 (A) 3.2 (A) 3.5 (A) 4.1 (A) 4.4 (A) 3.2 (A) 19.1 (C) 2.7 (A) 1.3 (A) Northbound 5.1 (A)86.9 (F)6.5 (A)127 (F)91.3 (F)17.3 (C)401.5 (F)188.3 (F)6.7 (A) Southbound 62.4 (F)64.7 (F)29.8 (D) 1267.1 (F)1271.4 (F)1365.1 (F)1057.9 (F)839.1 (F)896.4 (F) Intersection 5.2 (A)150.5 (F)30.6 (D) 2024 Project Combined Construction with Mitigation Eastbound 9.3 (A)9 (A)5.1 (A)16.5 (B)12.1 (B)5.8 (A)10.2 (B)13.7 (B)7.9 (A) Westbound 9.9 (A) 7.1 (A) 4.9 (A) 8.5 (A) 13.2 (B) 5.9 (A) 12.4 (B) 6.6 (A) 3.3 (A) Northbound 18.9 (B)-(-)6 (A)15 (B)12.5 (B)9.4 (A)22.4 (C)25.5 (C)5.4 (A) Southbound 19.2 (B) 19 (B) 5.6 (A) 16.4 (B) 36.6 (D) 12 (B) 25.1 (C) 27 (C) 6.1 (A) Intersection 8.2 (A)12.5 (B)10.3 (B) Table 6: Combined 2024 Construction Queues Intersection Queueing (ft) Storage (ft)AM Peak Hour PM Peak Hour 6 - 7 AM 95th Queue 95th Queue 95th Queue 2024 Project Combined Construction EB L 300 75 40 70 WB L 300 95 5 230 WB R 180 5 0 10 NB L -20 305 70 NB R 300 70 190 65 SB -175 2910 950 2024 Project Combined Construction with Mitigation EB L 300 75 40 80 WB L 300 85 5 180 WB R 180 50 40 40 NB L -25 85 35 NB R 300 65 120 65 SB -85 155 90 Page 125 of 152 Page 7 kimley-horn.com 767 Eustis Street, Suite 100, Saint Paul, MN 55114 651-645-4197 A summary of the critical movements for all the analysis scenarios at CSAH 42 & Blaine Avenue for the Combined 2024 Construction Scenario is shown below. l 6AM to 7AM Peak n Without a signal l WB left delay is acceptable, however, 95th percentile queue is 230 with a max queue of 280 feet. This would utilize all available storage. l SB left delays are unacceptable with around 17 minutes of delay. SB queues are anticipated to be over 800 feet. Delays and queues of this length imply that the network is breaking down with the projected traffic volumes. While the SB approach is anticipated to have approximately 40 vehicles in the peak hour, there is a capacity of approximately 20 vehicles for the approach. This results in a volume to capacity (V/C) ratio of 2.3. For the purposes of this analysis, we did not assume any traffic would head north on Blaine Avenue to access US 52 at the 117th Street intersection. n With a signal l All delays are acceptable, and queues are within their storage capacity. l AM peak n Without a signal l NB and SB delays are anticipated to operate at LOS F with 60 to 90 second delays, queues are within their storage capacity. The SB approach is projected to serve less than 60 vehicles in the AM peak hour, and the NB approach is projected to serve less than 20 vehicles in the PM peak hour. n With a signal l All delays are acceptable, and queues are within their storage capacity. l PM peak n Without a signal l SB left delays are unacceptable with around 23 minutes of delay. SB queues are anticipated to be over 2900 feet. Delays and queues of this length imply that the network is breaking down with the projected traffic volumes. While the SB approach is anticipated to have approximately 280 vehicles in the peak hour, there is a capacity of approximately 110 vehicles for the approach. This results in a volume to capacity (V/C) ratio of 2.51. For the purposes of this analysis, we did not assume any traffic would head north on Blaine Avenue to access US 52 at the 117th Street intersection. n With a signal l All delays are acceptable, and queues are within their storage capacity. Page 126 of 152 Page 8 kimley-horn.com 767 Eustis Street, Suite 100, Saint Paul, MN 55114 651-645-4197 Signal Warrants CSAH 42 & Blaine Avenue Signal warrants were completed per Dakota County standards. Minor movement right turns were excluded for the northbound movements as it is expected that a right turn lane would be installed, however, for the southbound leg all turning movements were included as it would have a single lane approach. A .7 factor was used based on the speed on CSAH 42. Volume sets used for the signal warrant included: l Project Bigfoot Construction Traffic l Project Channel Construction Traffic l Project Bigfoot + Project Channel Construction Traffic To determine whether a traffic signal is warranted at the study intersection, the following warrants were considered relevant based on the site characteristics and were included in the analysis: Warrant 1 (Eight-Hour Vehicular Volume), Warrant 2 (Four-Hour Vehicular Volume), and Warrant 3 (Peak Hour). A summary of the signal warrant analysis completed for the 2024 Construction volume scenarios (listed above) is shown in Table 7. The detailed warrant analysis is attached. Based on the analysis, the 2024 Bigfoot construction results in Warrant 2 and Warrant 3 being met at CSAH 42 & Blaine Avenue. With the inclusion of Project Channel construction traffic, it is anticipated that Warrants 1, 2, and 3 will be met. While only meeting Warrants 2 and 3 typically doesn’t justify the installation of a signal in the project Bigfoot only scenario, based on the side street delay shown in Table 1, it is recommended to install a signal when either project is under construction. Table 7 – CSAH 42 & Blaine Avenue Signal Warrant Analysis Summary Warrant Requirement 2024 Bigfoot Results 2024 Channel Results 2024 Bigfoot + Channel Results Warrant 1A Eight-Hour Vehicular Volume 8 hours 0 hours 2 hours 2 hours Warrant 1B Eight-Hour Vehicular Volume 8 hours 4 hours 9 hours 9 hours Warrant 2 Four-Hour Vehicular Volume 4 hours 4 hours 4 hours 4 hours Warrant 3 Peak Hour 1 hour 3 hours 3 hours 3 hours Page 127 of 152 Tr a f f i c P r o j e c t i o n s EXHIBIT 1 CSAH 42 & BLAINE AVENUE SITE TRIPS AND TRAFFIC PROJECTIONS Inbound Site Traffic (Employees / Deliveries) Outbound Site Traffic (Employees / Deliveries) X% / X% [X% / X%] 6 - 7 AM Peak Hour Volumes (Employees / Deliveries)XX / XX AM (PM) Peak Hour VolumesXX (XX) Page 128 of 152 Tr a f f i c P r o j e c t i o n s EXHIBIT 2 CSAH 42 & BLAINE AVENUE SITE TRIPS AND TRAFFIC PROJECTIONS: 6 - 7 AM Inbound Site Traffic (Employees / Deliveries) Outbound Site Traffic (Employees / Deliveries) X% / X% [X% / X%] AM (PM) Peak Hour Volumes (Employees / Deliveries)XX / XX (XX / XX) 6 - 7 AM Hour VolumesXX Page 129 of 152 LOCATION: Rosemount COUNTY: Dakota REF. POINT:Speed Approach Description Lanes DATE: 6/14/2023 55 Major App1:EB CSAH 42 2 55 Major App3:WB CSAH 42 2 OPERATOR: KH 30 Minor App2:NB CR 71 1 50 Minor App4:SB CR 71 1 yes POPULATION < 10,000?no EXISTING SIGNAL ?no THRESHOLDS 1A/1B:420 630 105 53 105 53 MAJOR MAJOR TOTAL MAJOR MAJOR MINOR MINOR 2 MINOR 2 MINOR MINOR 4 MINOR 4 MAJ & MIN MAJ & MIN HOUR APP. 1 APP. 3 1+3 1A 1B APP. 2 1A 1B APP. 4 1A 1B 1A 1B 0:00 - 1:00 0 1:00 - 2:00 0 2:00 - 3:00 0 3:00 - 4:00 0 4:00 - 5:00 0 5:00 - 6:00 0 6:00 - 7:00 792 854 1646 X X 4 26 7:00 - 8:00 799 724 1523 X X 3 45 8:00 - 9:00 519 411 930 X X 5 38 9:00 - 10:00 406 366 772 X X 9 41 10:00 - 11:00 319 365 684 X X 6 46 11:00 - 12:00 351 503 854 X X 5 50 12:00 - 13:00 416 380 796 X X 30 46 13:00 - 14:00 378 422 800 X X 8 45 14:00 - 15:00 578 542 1120 X X 74 X 61 X X 15:00 - 16:00 570 641 1211 X X 95 X 61 X X 16:00 - 17:00 724 764 1488 X X 98 X 99 X X 17:00 - 18:00 611 817 1428 X X 94 X 94 X X 18:00 - 19:00 457 439 896 X X 5 33 19:00 - 20:00 0 20:00 - 21:00 0 21:00 - 22:00 0 22:00 - 23:00 0 23:00 - 24:00 0 Met (Hr) Required (Hr) Warrant 1a 0 8 Not satisfied Warrant 1b 4 8 Not satisfied Warrant 2 4 4 Satisfied Warrant 3 3 1 Satisfied Warrant 7 0 8 Not satisfied SIGNAL WARRANTS ANALYSIS CSAH 42 & Blaine Avenue (CR 71) 2024 - Construction - Bigfoot, RVGC 0.70 FACTOR USED? Page 130 of 152 LOCATION: Rosemount COUNTY: Dakota REF. POINT:Speed Approach Description Lanes DATE:6/14/2023 55 Major App1:EB CSAH 42 2 55 Major App3:WB CSAH 42 2 OPERATOR: KH 30 Minor App2:NB CR 71 1 50 Minor App4:SB CR 71 1 0.70 FACTOR USED?yes POPULATION < 10,000?no EXISTING SIGNAL ?no Figure 1. Four Hour and Peak Hour Warrant Analysis Note: For data points outside the graph range, check the minor street volume against the lower thresholds 0 100 200 300 400 500 600 700 800 900 1000 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400MinorStreet - High Volume Approach - VPH Major Street - Total of Both Approaches - VPH Warrant 2, Four-hour Volumes Warrant 3, Peak-hour Volumes Actual Hourly Count Page 131 of 152 LOCATION: Rosemount COUNTY: Dakota REF. POINT:Speed Approach Description Lanes DATE: 6/14/2023 55 Major App1:EB CSAH 42 2 55 Major App3:WB CSAH 42 2 OPERATOR: KH 30 Minor App2:NB CR 71 1 50 Minor App4:SB CR 71 1 yes POPULATION < 10,000?no EXISTING SIGNAL ?no THRESHOLDS 1A/1B:420 630 105 53 105 53 MAJOR MAJOR TOTAL MAJOR MAJOR MINOR MINOR 2 MINOR 2 MINOR MINOR 4 MINOR 4 MAJ & MIN MAJ & MIN HOUR APP. 1 APP. 3 1+3 1A 1B APP. 2 1A 1B APP. 4 1A 1B 1A 1B 0:00 - 1:00 0 1:00 - 2:00 0 2:00 - 3:00 0 3:00 - 4:00 0 4:00 - 5:00 0 5:00 - 6:00 0 6:00 - 7:00 686 534 1220 X X 2 36 7:00 - 8:00 787 688 1475 X X 1 55 X X 8:00 - 9:00 518 406 924 X X 3 48 9:00 - 10:00 405 361 766 X X 7 51 10:00 - 11:00 315 350 665 X X 4 56 X X 11:00 - 12:00 322 418 740 X X 0 60 X X 12:00 - 13:00 407 365 772 X X 1 56 X X 13:00 - 14:00 376 417 793 X X 3 55 X X 14:00 - 15:00 564 537 1101 X X 5 71 X X 15:00 - 16:00 551 636 1187 X X 1 231 X X X X 16:00 - 17:00 706 764 1470 X X 6 264 X X X X 17:00 - 18:00 593 817 1410 X X 2 94 X X 18:00 - 19:00 457 439 896 X X 5 33 19:00 - 20:00 0 20:00 - 21:00 0 21:00 - 22:00 0 22:00 - 23:00 0 23:00 - 24:00 0 Met (Hr) Required (Hr) Warrant 1a 2 8 Not satisfied Warrant 1b 9 8 Satisfied Warrant 2 4 4 Satisfied Warrant 3 3 1 Satisfied Warrant 7 0 8 Not satisfied SIGNAL WARRANTS ANALYSIS CSAH 42 & Blaine Avenue (CR 71) 2024 - Construction - Channel, RVGC 0.70 FACTOR USED? Page 132 of 152 LOCATION: Rosemount COUNTY: Dakota REF. POINT:Speed Approach Description Lanes DATE:6/14/2023 55 Major App1:EB CSAH 42 2 55 Major App3:WB CSAH 42 2 OPERATOR: KH 30 Minor App2:NB CR 71 1 50 Minor App4:SB CR 71 1 0.70 FACTOR USED?yes POPULATION < 10,000?no EXISTING SIGNAL ?no Figure 1. Four Hour and Peak Hour Warrant Analysis Note: For data points outside the graph range, check the minor street volume against the lower thresholds 0 100 200 300 400 500 600 700 800 900 1000 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400MinorStreet - High Volume Approach - VPH Major Street - Total of Both Approaches - VPH Warrant 2, Four-hour Volumes Warrant 3, Peak-hour Volumes Actual Hourly Count Page 133 of 152 LOCATION: Rosemount COUNTY: Dakota REF. POINT:Speed Approach Description Lanes DATE: 6/14/2023 55 Major App1:EB CSAH 42 2 55 Major App3:WB CSAH 42 2 OPERATOR: KH 30 Minor App2:NB CR 71 1 50 Minor App4:SB CR 71 1 yes POPULATION < 10,000?no EXISTING SIGNAL ?no THRESHOLDS 1A/1B:420 630 105 53 105 53 MAJOR MAJOR TOTAL MAJOR MAJOR MINOR MINOR 2 MINOR 2 MINOR MINOR 4 MINOR 4 MAJ & MIN MAJ & MIN HOUR APP. 1 APP. 3 1+3 1A 1B APP. 2 1A 1B APP. 4 1A 1B 1A 1B 0:00 - 1:00 0 1:00 - 2:00 0 2:00 - 3:00 0 3:00 - 4:00 0 4:00 - 5:00 0 5:00 - 6:00 0 6:00 - 7:00 833 983 1816 X X 4 36 7:00 - 8:00 841 857 1698 X X 3 55 X X 8:00 - 9:00 520 420 940 X X 5 48 9:00 - 10:00 407 375 782 X X 9 51 10:00 - 11:00 320 374 694 X X 6 56 X X 11:00 - 12:00 352 512 864 X X 5 60 X X 12:00 - 13:00 417 389 806 X X 30 56 X X 13:00 - 14:00 379 431 810 X X 8 55 X X 14:00 - 15:00 579 551 1130 X X 74 X 71 X X 15:00 - 16:00 571 650 1221 X X 95 X 231 X X X X 16:00 - 17:00 724 764 1488 X X 98 X 264 X X X X 17:00 - 18:00 611 817 1428 X X 94 X 94 X X 18:00 - 19:00 457 439 896 X X 5 33 19:00 - 20:00 0 20:00 - 21:00 0 21:00 - 22:00 0 22:00 - 23:00 0 23:00 - 24:00 0 Met (Hr) Required (Hr) Warrant 1a 2 8 Not satisfied Warrant 1b 9 8 Satisfied Warrant 2 4 4 Satisfied Warrant 3 3 1 Satisfied Warrant 7 0 8 Not satisfied SIGNAL WARRANTS ANALYSIS CSAH 42 & Blaine Avenue (CR 71) 2024 - Construction - Channel, Bigfoot, RVGC 0.70 FACTOR USED? Page 134 of 152 LOCATION: Rosemount COUNTY: Dakota REF. POINT:Speed Approach Description Lanes DATE:6/14/2023 55 Major App1:EB CSAH 42 2 55 Major App3:WB CSAH 42 2 OPERATOR: KH 30 Minor App2:NB CR 71 1 50 Minor App4:SB CR 71 1 0.70 FACTOR USED?yes POPULATION < 10,000?no EXISTING SIGNAL ?no Figure 1. Four Hour and Peak Hour Warrant Analysis Note: For data points outside the graph range, check the minor street volume against the lower thresholds 0 100 200 300 400 500 600 700 800 900 1000 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400MinorStreet - High Volume Approach - VPH Major Street - Total of Both Approaches - VPH Warrant 2, Four-hour Volumes Warrant 3, Peak-hour Volumes Actual Hourly Count Page 135 of 152 UMore Park Remedial Investigation Results •Completed in 2017 under the supervision of the Minnesota Pollution Control Agency (MPCA) •UMN and MPCA held public meetings in Rosemount to review the work plan and the results •Red dots indicate an exceedance of residential soil standards for one or more chemicals, which may need to be addressed depending on future land use •Yellow dots indicate soil samples that do not exceed residential soil standards; no cleanup required prior to residential development •No groundwater contamination Scan the QR Code for more information Page 136 of 152 Project Bigfoot – Noise Study Highlights Analysis Process A qualified acoustic engineering firm has conducted various noise analyses to determine the potential noise impact from the project to the surrounding area. These comprehensive assessments included measuring the existing ambient noise and using industry-standard noise modeling software to predict operating noise levels from the data center facility. The Site Plan underwent careful optimization to minimize any potential noise disturbances for neighboring entities. Compliance with State and Local Regulations Noise modeling projected that the three operating scenarios were in compliance with all applicable noise requirements of the site, including criteria of those for the State of Minnesota, Dakota County, and the City of Rosemount. During a constant mechanical operating scenario noise levels from the project are predicted to be between 2 dB and 15 dB below the aforementioned regulatory criteria at the nearest residences. During a generator maintenance scenario, project noise levels are predicted to be between 1 dB and 15 dB below the criteria at the nearest residences. Residences studied were those immediately north of the site on Hwy 42. Low Frequency Noise Concern As part of the noise analysis referenced above, ⅓ octave band data were evaluated, which verified the absence of low frequency noise concerns in selected equipment. The proposed facility would produce noises throughout the continuous audible frequency spectrum, including an organic mix of low, medium, and high frequencies. The organic mix of frequencies and equipment selected for the site were confirmed to not contain low-frequency pure tones. The equipment planned for the site has not been associated with disruption to wildlife. Page 137 of 152 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: November 17, 2023 Subject: Jimnist LLC Development The Parks and Recreation Department recently reviewed the plans for the Jimnist LLC Development. After reviewing the plans, the Parks and Recreation Department staff has the following comments: Parks Dedication The parks dedication requirement for a business park development is either a 10% of the total property area, a cash dedication in-lieu of land or combination of the two. The parcel being developed is 265.07 acres. Staff is recommending that the City collect cash in-lieu of land for the Jimnist LLC development. The cash dedication for the development is $2,252,500 (10% of 265.07 acres x $85,000 per acre). Please let me know if you have any questions about this memo. Page 138 of 152 G:\ENGPROJ\2022-21 Project Bigfoot (Meta Data Center)\Plan Submittals\Initial Submittal 10.31.2023\Review Comments 11.22.2023\023927-000 Project Bigfoot Engineering Review Memo 20231122.docx 70 1 X E N I A A V E N U E S | SU I T E 3 0 0 | MI N N E A P O L I S , M N | 55 4 1 6 | 76 3 . 5 4 1 . 4 8 0 0 | WS B E N G . C O M Memorandum To: Brian Erickson, City Engineer Nick Egger, Director of Public Works Anthony Nemcek, Senior Planner From: Amanda Sachi Bill Alms Henry Meeker Ray Theiler John Lapointe Kris Keller Date: November 22, 2023 Re: Project Bigfoot Engineering Review WSB Project No. 023927-000 We have reviewed the documents for project ‘Bigfoot’, a proposed technology campus located south of 145th Street (County Road 42) between Audrey Avenue and Blaine Avenue in the eastern portion of the City provided by Olsson and Kimley Horn on November 1, 2023. Documents reviewed include: • Project Bigfoot Site Plans, dated 10/31/2023 • Project Bigfoot Stormwater Report, dated 10/31/2023 Applicant should provide responses to each comment. We offer the following comments below. General Comments: 1. General a. Submit for and provide copies to the City of all required permits from regulatory agencies (MCES, Minnesota Pollution Control Agency, Minnesota Department of Health, NPDES, etc.) b. Future submittals will need to be at City approved scales (maximum 50:1 plan view). Future reviews may include additional comments generated by the increased detail provided by the refined scale. Site Plan Comments: 1. General a. Provide typical pavement sections for all surfaces based on geotechnical information and recommendations for the site. b. Provide turning movements for all emergency, delivery and garbage vehicles. c. Coordinate phasing and construction of temporary construction access road with Dakota County Page 139 of 152 Project Bigfoot Engineering Review November 22, 2023 Page 2 G:\ENGPROJ\2022-21 Project Bigfoot (Meta Data Center)\Plan Submittals\Initial Submittal 10.31.2023\Review Comments 11.22.2023\023927-000 Project Bigfoot Engineering Review Memo 20231122.docx i. Temporary Construction Access Road to be reviewed and approved by Dakota County d. A Signalized intersection will be necessary at County Road 42/145th Street and Blaine Avenue in 2024 i. Determine whether that construction will be led by the County or developer e. See additional redline comments on Sheet 100.00 Grading Plan Comments: 1. General a. The Overall Grading Plan shows wetlands scattered around the site. The “wet” elevations shown for these wetlands in in the range of 930.0 to 932.0 feet. WSB has not reviewed geotechnical information (soil borings, etc.) for this project at this time, however it appears that the water table across the site is very high. It is possible that the “wet” elevations shown for the wetlands is in fact the water table elevation. There are several infiltration basins placed around the perimeter of the site. These infiltration basins have bottom elevations ranging from 907.70 feet to 928.00 feet. It is questionable whether any infiltration basin with a bottom elevation lower than the wetlands’ “wet” elevation of 930.0 to 932.0 feet will provide adequate infiltration of storm water. b. Provide enlarged grading plan at maximum 1" = 50' scale c. Provide EOF elevations and routes for all low points in the paved areas and green spaces d. Provide all high points e. See additional redline comments on Sheets C200.00 Utility Comments: 1. General The storm sewer, sanitary sewer and watermain infrastructure shown on the draft drawings is intended to serve a development consisting of four (4) buildings with a combined surface area of 726,000 square feet (SF), plus an electrical substation and switching station. a. See additional redline comments on Sheets C300.00-C500.00 2. Storm Sewer a. A detailed review of the layout and elevations of the storm sewer piping was not conducted by WSB at this time because of the uncertainty concerning the overall design of the storm water infiltration basins. 3. Sanitary Sewer a. The Overall Sanitary Sewer Plan shows a new sewer line for the Bigfoot development connecting to an existing sanitary sewer manhole (MH # 218) along 145th Street. Going south out of MH 218, then east along the new site access Page 140 of 152 Project Bigfoot Engineering Review November 22, 2023 Page 3 G:\ENGPROJ\2022-21 Project Bigfoot (Meta Data Center)\Plan Submittals\Initial Submittal 10.31.2023\Review Comments 11.22.2023\023927-000 Project Bigfoot Engineering Review Memo 20231122.docx road, the new sanitary sewer is shown as 12-inch in diameter from new MH 24 to new MH 13. From MH 13 to MH 10 the new sewer is shown as 10-inch diameter. The sanitary sewer lines upgradient from MH 10 (from MH 10 to MH 5) are 8-inch diameter. Smaller, 6-inch diameter, sewer lines extend southward from the main sewer line between MH 24 and MH 5. The Overall Site Grading Plan contains a table which indicates that the “total requested (wastewater) flow from utility” is 150 gpm. It is unclear why the Overall Sanitary Sewer Plan calls for 12-inch diameter pipes from MH 24 to MH 13 and 10-inch diameter pipes from MH 13 to MH 10 when the maximum anticipated flow in these sewer segments appears to be 150 gpm. An 8-inch diameter pipe at minimum slope (0.4%) will carry approximately 335 gpm. b. There is a major “bust” in the flow line elevations of the sanitary sewers across the site. The flowline leaving MH 5 is 931.24 ft. From MH 5, wastewater flows down to MH 15, entering MH 15 at elevation 910.23. At MH 15, without the aid of a lift station, the flowline existing the manhole jumps up to elevation 930.79. From MH 15, wastewater flows down to MH 24 where is enters at a flowline elevation of 920.04 feet. WSB recommend a complete re-design of the sanitary sewer system. c. The sanitary sewer connection and structure adjustments to existing manhole 218 will need to be reviewed and approved by the Metropolitan Council (MCES) i. Note, pipe size and elevation information differs between the tables and connection exhibits (C4.01.01; C4.01.02) d. The piping information implies that a lift station is used in SS-MH01 near the guard house i. If present, call out lift station and provide details 4. Watermain a. Clarify the need for separate “domestic/potable” and “fire water” water mains between the city water main along Audrey Avenue and the fire water tank in the middle of the site. A single connection to the municipal water supply main could be used to supply both domestic/potable and fire water demands. There may be a need for a looped fire water system, separate from the domestic/potable water system if chemicals are added to the fire water loop which are not acceptable for domestic/potable use. However, if there are no chemical additives needed for the fire water, then one network of water lines could be designed to meet the overall site water demands. b. Clarify the small loops present on the watermain near each connection point (similar to PRV configuration) c. Connection to the future 12” watermain along Audrey Avenue will need to be coordinated with the Audrey Avenue Improvements project design and the necessary stub(s) being provided. d. Connection to the future 16” watermain along Blaine Avenue will need to be coordinated with the Blaine Avenue Improvements project design and the necessary stub(s) being provided Page 141 of 152 Project Bigfoot Engineering Review November 22, 2023 Page 4 G:\ENGPROJ\2022-21 Project Bigfoot (Meta Data Center)\Plan Submittals\Initial Submittal 10.31.2023\Review Comments 11.22.2023\023927-000 Project Bigfoot Engineering Review Memo 20231122.docx e. A temporary connection to the 16” watermain on the north side of County Road 42/145th Street may be necessary due to phasing and scheduling of adjacent projects. i. Coordinate with the County Road 42 watermain project design so that the necessary water stub is provided ii. A casing would be required under County Road 42/145th Street iii. The casing/crossing would need to be reviewed and approved by Dakota County f. Maintain minimum 10’ horizontal separation with the watermain from sanitary and storm sewers. g. Provide details of the proposed fire tank Stormwater Management Comments: 1. General a. A NPDES permit will be required since over an acre of disturbance is proposed. b. Signed plans will be required for final permit approval. c. An operations and maintenance agreement is required to specify parties responsible for specific stormwater maintenance obligations. i. It is recommended to divide BMPs based on if they receive runoff from private site storm sewer or public road storm sewer. d. The electronic version of the HydroCAD model is requested to be submitted with future submittals to aid in review. e. See additional redline comments on Sheet C300.00 2. Ponds and Wetlands a. Changes to overall BMP locations and flow are recommended to ease long-term maintenance responsibilities and integrate the basins into the City’s surface water management plan. These changes are summarized on the markups of plan sheet C300.00. b. Label all regional basins with corresponding existing basin regional ID. c. Applicant to note snowmelt event high water levels for the proposed ponds on the grading plans. d. Applicant to show maintenance access routes to the proposed basins on the plans. The City Engineering guidelines note maintenance access paths should be a minimum width of 10 feet at 8% maximum grade and a maximum 2% cross slope. i. If maintenance access requires passing through a fence, gates must be proposed. e. Applicant to ensure that the modeled NWLs match the elevations called out on the plans. For example, BMP B is modeled with a NURP cell NWL of 922, but sheet C200.00 shows a NWL of 923.7. 3. Emergency Overflow Routes: a. Applicant to show the emergency overflow elevations and locations for all proposed basins and site low points on the plans. Page 142 of 152 Project Bigfoot Engineering Review November 22, 2023 Page 5 G:\ENGPROJ\2022-21 Project Bigfoot (Meta Data Center)\Plan Submittals\Initial Submittal 10.31.2023\Review Comments 11.22.2023\023927-000 Project Bigfoot Engineering Review Memo 20231122.docx 4. Retaining Walls: a. Not applicable. 5. Erosion Control: a. A SWPPP narrative will be required with future submittals since the site will disturb over one acre. This narrative must include street sweeping for dust control. b. As the proposed site is greater than 50 acres, erosion control elements will be reviewed by the MPCA and City according to the checklist found at https://www.pca.state.mn.us/sites/default/files/wq-strm2-47.doc. c. A phased grading plan will be required such that the entire site is not disturbed at once. Ideally temp sedimentation basins will be located in areas of future NURP Basins. d. Dual silt fence must be specified around all proposed infiltrating surfaces until final stabilization has been reached to maintain soil permeability. e. Silt fence is required around delineated wetlands to ensure they are not degraded as a result of site disturbance. f. Applicant to justify proposed turf reinforcement mats. Non-biodegradable reinforcement on pond side slopes is not permissible and rolled erosion control blankets with native seedings are preferred. 6. Grading: a. 4:1 Max slopes appear to be met around the site except for BMP E. Please review and update as needed. Stormwater Management Plan: 1. General Storm Sewer Design a. Storm sewer capacity calculations must be provided in future submittals to confirm storm sewer is being sized for the 10-year storm event. i. Proposed pipe capacity must also be demonstrated as sufficient to pass the required 42.6 cfs (Basin 2013) and 7.04 cfs (Basin 1896) from offsite flows. b. Applicant to provide storm sewer profiles for review of routing and utility crossings for any ROW, trunk storm sewer, or public maintained systems. i. Depth of underground power should be provided as well to ensure no conflicts with its numerous storm sewer crossings. c. Storm sewer should be consolidated to reduce the number of outfalls to the maximum extent possible. d. Applicant to add proposed storm sewer on Audrey and Blaine Avenues to the plans and include it in the storm sewer sizing calculations. i. All proposed storm sewer within the right of way must be a minimum diameter of 15” and consist of RCP. e. Applicant to note structure type for Grate Inlets specified in plans. f. Per City standard design, roadway drainage shall be provided with inlets on curb and gutter rather than in the middle of the driving space. Page 143 of 152 Project Bigfoot Engineering Review November 22, 2023 Page 6 G:\ENGPROJ\2022-21 Project Bigfoot (Meta Data Center)\Plan Submittals\Initial Submittal 10.31.2023\Review Comments 11.22.2023\023927-000 Project Bigfoot Engineering Review Memo 20231122.docx g. Per City standard details, sheet piling will be required for all flared end sections on pipe diameters 24” and greater. h. Flow velocities into BMPs must be 6 fps or less or approved by City Engineer. i. OCS-4 must include a skimmer pipe below the NWL of BMP D to ensure the structure does not get clogged with floatable debris. 2. Water Quantity a. Drainage area C-DA-6 appears to capture a portion of the roof runoff from Building 1 based on the storm sewer plan, but the proposed drainage area map in the stormwater report does not show it included. Please clarify this drainage area. b. For the purposes of determining site HWLs, exfiltration cannot be included in the modeling of regional basin 1905. c. Drainage area C-DA-2 should include impervious runoff area from the proposed gravel surface of the substation and associated access road. The proposed HydroCAD model only shows grassed cover. 3. Rate/Volume Control a. No outflows are allowed offsite for storm events besides the snowmelt event. Based on Table 3 of the stormwater report, all modeled events produce offsite outflows. b. As drainage areas C-DA-5 and C-DA-8 are within site limits, they must flow to a BMP prior to discharging offsite. c. OP-DA-11 and OP-DA-12 must be routed to a site BMP or be conveyed in a manner that is accessible and maintainable by the City such as a pipe or swale within easement around the perimeter of the site. The current proposed pipe within the fenced portion of the site would not allow for access and maintenance. City Subwatershed map shows additional offsite area south of 152nd Street flowing onto the site. Developed curve numbers shall be used in sizing the ultimate ponding footprint for these areas. Full expansion of the basins may be deferred until future development occurs at the discretion of the City Engineer. d. Applicant to clarify discrepancy between modeled flow rates in the snowmelt event and the rates provided in Table 2 of the stormwater report. For example, node 19R shows a flow of 24.49 cfs, but the table reports a flow of 6.86 cfs. e. The outlet for BMP F erroneously routes the sluice gate flows to primary discharge rather than the outflowing culvert. f. The sluice gate for BMP D is not required as the basin serves as pretreatment for BMP C. 4. Freeboard a. No comments. 5. Water Quality a. It appears that the NURP volume was determined by applying a flat 2.5” across the contributing drainage area to each BMP. A less conservative volume may be used by modeling a 2.5” rain event in HydroCAD to determine the NURP volume while factoring initial abstraction into this runoff. Page 144 of 152 Project Bigfoot Engineering Review November 22, 2023 Page 7 G:\ENGPROJ\2022-21 Project Bigfoot (Meta Data Center)\Plan Submittals\Initial Submittal 10.31.2023\Review Comments 11.22.2023\023927-000 Project Bigfoot Engineering Review Memo 20231122.docx 6. Easements a. Drainage and Utility Easements required over all publicly owned stormwater facilities and access routes. This comment will be reviewed in more detail with future submittals. Page 145 of 152 MEMORANDUM To: Anthony Nemcek – City Planner Adam Kienberger – Community Development Director From: Jon Phelps – Chief Building Official & Fire Marshal Date: 11/21/23 Subject: Project Bigfoot The following comments are provided based on a preliminary site plan review: 1) All access service doors around building required to be numbered. 2) Ensure that all unlabeled turn radii meet a minimum of 25 feet inside turn radius and maintain a 20-foot width. 3) All gates into the facility must comply with Minnesota State Fire Code. 4) The required number of hydrants, their spacing and proximity to the structures must be in accordance with the Minnesota State Fire Code. 5) Fire Hydrant Loop required, loop not allowed to supply a fire pump. 6) Knox box access required. Exact locations to be determined with site meeting/discussions with Fire Marshal. 7) Fire Tank is required to meet NFPA 22. Jon Phelps Chief Building Official & Fire Marshal City of Rosemount 651-322-2027 jon.phelps@rosemountmn.gov Page 146 of 152 EXECUTIVE SUMMARY Planning Commission Regular Meeting: December 19, 2022 Tentative City Council Meeting: January 17, 2022 AGENDA ITEM: 22-97-PUD Request by Jimnist, LLC, for approval of a Planned Unit Development Master Development Plan with Rezoning. AGENDA SECTION: Public Hearing PREPARED BY: Anthony Nemcek, Senior Planner AGENDA NO. ATTACHMENTS: Site Location; Land Use Map; Rezoning Exhibit; Block Site Plan; Applicant’s Narrative; Images APPROVED BY: AK RECOMMENDED ACTION: Motion to recommend the City Council approve a PUD Master Development Plan with rezoning of the site from AG-Agriculture to BP PUD-Business Park Planned Unit Development for a technology campus on 280 acres west of Blaine Avenue and south of County Road 42, subject to the following conditions: a. The applicant shall receive approval of a preliminary and final plat. b. Approval of a PUD final site and building plan is required prior to the development of the subject parcel. c. Approval of a PUD agreement. d. A deviation from Section 11-4-15 Business Park District: A. exempting substations from the design regulations of the BP District. e. A deviation from Section 11-4-15 Business Park District: C. 3. allowing outdoor and mechanical equipment of size (not to exceed the aggregate building footprint), number, volume, and location to sufficiently serve the buildings and be in relational proximity to the buildings. f. A deviation from Section 11-4-15 Business Park District: C. 4. increasing the maximum height of accessory structures from sixty (60) feet to eighty (80) feet for communication towers. g. A deviation from Section 11-4-15 Business Park District: C. 7. to solidify an exemption from the site and building performance standards in subsection G (Site and Building Standards) of this section and require exterior materials to be made of high-quality, long-lasting materials compatible with their function. h. A deviation from Section 11-4-15 Business Park District: G. 1 and 2. to waive the architectural appearance and building massing standards from buildings sited greater than 300' from public right of way or to buildings sited less than 300' from the public right of way and less than 1,000SF. Buildings within 300’ of the public right of way and under 1,000 SF will be a single-story building designed with quality, ballistic resistant materials including steel, aluminum, and glazing. Exterior colors will be coordinated with the campus palette. i. A deviation from Section 11-4-15 Business Park District: G. 6. to apply the standards only to parking areas within fifty (50) feet and to loading areas within three hundred (300) feet of a public right of way or nonindustrial use or district. Page 147 of 152 2 j. A deviation from Section 11-4-15 Business Park District: G. 7. to allow rock, gravel, and/or mulch to also be used as an accent material for maintenance areas directly adjacent to a building, around utility access points (i.e. manholes, control valves, and hand holes), or in mechanical areas. k. A deviation from Section 11-4-15 Business Park District: G. 10. to apply the provisions of this section only to buildings within three hundred (300) feet of a public right of way. l. A deviation from Section 11-5-2 Supplementary Regulations: C. 1e. and h. to increase the maximum height of fences located at least fifty (50) feet from a public right of way from eight (8) feet to fourteen (14) feet. SUMMARY The applicant is in the process of developing the site plan for a technology campus on approximately 280 acres of land owned by the University of Minnesota in its UMore Park site. Development of the site will include the construction of two main buildings along with additional ancillary buildings and support areas which will house office space, servers, and support equipment in a campus setting of one-story buildings. Additional site improvements will consist of parking lots, both temporary and permanent, an electrical substation, and security facilities such as fencing and gatehouses. Typically, a request such as this is reviewed alongside formal development plans and a subdivision request. The applicant is requesting approval of a PUD Master Development Plan ahead of the submittal of formal site plan and plat approval requests to help guide the site’s final design and alleviate any risk that their plans might be denied, which would necessitate significant revisions. The proposed deviations from the City Code contained within the PUD request have minimal impact on adjacent properties mainly due to the size of the site and anticipated location of the site improvements in relation to the site’s boundaries. Staff is recommending approval of the proposed PUD request subject to conditions listed in the recommended action section above. Applicant: Jimnist, LLC. Property Owner: University of Minnesota Site Location: South of County Road 42 and West of Blaine Avenue Site Area: Approximately 280 Acres Land Use Des. Business Park Current Zoning: AG-Agriculture Proposed Zoning: BP PUD-Business Park Planned Unit Development Surrounding Uses: East: Business Park West: Public Institutional North: Business Park South: Agricultural Research BACKGROUND The site is located within of the University of Minnesota’s UMore Park. The present application is the result of many years of planning for future land uses within the University of Minnesota UMore Park (UMore) property in Rosemount. In 2013, the City adopted an Alternative Urban Areawide Review (AUAR) for the entirety of the University’s 4,900 acres (approximately 3,000 of which are located within the City of Rosemount). In 2018 the City Council adopted, and the Met Council approved, an amendment to the City’s Comprehensive Land Use Plan that changed the land use designation of the subject property and 160 acres immediately east of the site from AGR-Agricultural Research to BP-Business Park. Page 148 of 152 3 The applicant is requesting deviations from the City Code related to fence height, exterior materials for principal and accessory structures including substations, mechanical/outdoor equipment, and site standards related to landscaping, parking and loading areas, and rooftop utilities. The applicant’s submittal contains images of how the building exteriors and fencing will likely be designed as well as a block plan showing a rough layout of the site. The applicant has also provided some renderings depicting the visibility of the structures from public rights of way. One feature of the site the applicant finds attractive is the mature stands of trees located along the perimeter of the site that the applicant intends to retain for privacy and screening purposes. Based on the placement of many of the site components far from the property boundaries and the minimal impact on adjacent parcels, staff is supportive of the requested code deviations. Legal Authority Planned Unit Development Master Development Plan approvals are a legislative decision because of the Code deviations being requested. Legislative decisions give the Planning Commission more latitude. Overall, the PUD should demonstrate compliance with the purpose statement included in the zoning ordinance, which describes the following objectives for a PUD: 1) Flexibility in land development and redevelopment in order to utilize new techniques of building design, construction and land development. 2) Energy conservation through the use of more efficient building designs and sitings and the clustering of buildings and land uses. 3) Preservation of desirable site characteristics and open space and protection of sensitive environmental features, including, but not limited to, steep slopes, trees and poor soils. 4) More efficient and effective use of land, open space and public facilities through mixing of land uses and assembly and development of land into larger parcels. 5) High quality of design and design compatible with surrounding land uses, including both existing and planned. 6) Sensitive development in transitional areas located between different land uses and along significant transportation or scenic corridors within the city. 7) Development that is consistent with the comprehensive plan. PUD OVERVIEW The applicant has applied for a Master PUD Development Plan, and the information submitted is intended to comply with the City’s requirements for this stage of a PUD. More detailed plans will need to be submitted as the applicant proceeds with final site development, but they must remain consistent with the overall master plan’s provisions related to code deviations. In the future, the applicant will be requesting approval of a preliminary and final plat to subdivide the site and allow for the dedication of required rights of way and easements. The following sections of this report include a summary of the PUD plans along with the staff review and analysis. PUD Design The subject property is approximately 280 acres in area and will be accessed via Audrey and Blaine Avenues with an additional, temporary access from County Road 42. The southeast portion of the site will contain an electrical substation owned by Xcel Energy that will serve this and other development in the area. Structures to be constructed on the site include two main buildings and several support structures. The buildings may house servers, offices, and other equipment while the mechanical systems will be located within screened yards. The site will be surrounded by a security fence, and access points into the site will feature gatehouses. The applicant’s provided block plan provides an idea of what the layout will look like, but a formal site plan review will be required prior to any development of the site. Planned Unit Development Master Development Plan with Rezoning Page 149 of 152 4 The subject property is currently zoned AG – Agriculture, and in order to facilitate the future approval of a plat and site plan, the applicant has requested zoning amendments in conjunction with the PUD development plans consistent with the type of development proposed. All portions of the site are guided for Business Park development in the 2040 Comprehensive Plan, and the BP-Business Park zoning designation is consistent with that land use designation. As allowed under the City’s PUD ordinance, the developer is requesting deviations from certain zoning requirements to help guide the creation of final development plans. The deviations would allow for flexibility in exterior building materials for structures greater than 300’ from public rights of way, a fence height up to 14’, mechanical/outdoor equipment in excess of what is permitted by the City Code, and flexibility in the treatment of parking and loading areas. The standards and requested deviations are listed below with a brief review. In addition to these deviations, the Planned Unit Development will also provide for more than one principal structure (as part of a single use) on a single parcel. 1. Section 11-4-15 Business Park District: A. Purpose and Intent: Substations are exempt from the design regulations of the BP District. Substations are considered essential service facilities and are therefore permitted in any zoning district. Given the fact the location of the substation is not anticipated to be adjacent to any residential, commercial, or public institutional uses, the proposed deviation will not result in any impacts since the City Code only requires specific screening standards for substations adjacent to those uses. 2. Section 11-4-15 Business Park District: C. Accessory Uses/Outdoor Structures Section 3: The property may have outdoor mechanical and electrical equipment of size (not to exceed the aggregate building footprint), number, volume, and location to sufficiently serve the buildings and be in relational proximity to the buildings. The maximum aggregate area of outdoor equipment is 5,000 square feet. This would remove that limitation while requiring the yards containing that equipment to be located in proximity to the buildings being served. The mechanical yards will contain things like air conditioning units, generators, etc. The applicant indicates that the yards would be fenced and screened, and their block plan shows the mechanical yards near the interior of the site, well away from public rights of way. Section 4: Private communication towers shall not exceed eighty feet (80’). The Business Park zoning district standard for the maximum height of accessory structures is 60’. The applicant is proposing a deviation that would accommodate communication towers up to 80’ in height. The towers will be monopole antennas. Section 7: Outdoor structure and equipment is exempt from the site and building performance standards in subsection G (Site and Building Standards) of this section and shall be made of high-quality, long-lasting materials compatible with their function. The proposed verbiage will alleviate the uncertainty contained in the current code language related to the exemption of outdoor structures from site and building standards, which is as follows: The City may exempt outdoor structure or equipment from the site and building performance standards in subsection G of this section; however all such structures or equipment must be functional and shall be made of high quality long lasting material compatible with both adjacent properties and other buildings in the BP District. 3. Section 11-4-15 Business Park District: F. Minimum Lot Requirements and Setbacks Section 10: Increase the maximum building height from forty feet (40’) to fifty feet (50’) for Page 150 of 152 5 Accessory Structures. Because the structures will be located several hundred feet from any public rights of way, the applicant is requesting flexibility with regards to building height as they develop their architectural plans. The impact of such an increase on adjacent properties will be negligible. 4. Section 11-4-15 Business Park District: G. Site and Building Standards Sections 1 (Architectural Appearance) and 2 (Building Massing) do not apply to buildings sited greater than 300' from public right of way or to buildings sited less than 300' from the public right of way and less than 1,000SF. Buildings within 300’ of the public right of way and under 1,000 SF will be a single-story building designed with quality, ballistic resistant materials including steel, aluminum, and glazing. Exterior colors will be coordinated with the campus palette. The examples provided by the applicant of the proposed exterior materials indicate likely compliance with the City Code. The applicant is requesting a waiver from requirements related to articulation of facades and accentuation of entry features. This only applies to buildings at least 300’ from parcel boundaries except for structures under 1,000 square feet (gatehouses) which would coordinate with the main campus buildings. Section 3 (Permitted Materials) is amended to include composite metal panels as a Permitted Material and clarify that cast in place and precast concrete panels shall include integral color. The applicant has provided imagery of the proposed composite metal panels. These are consistent with other recently approved projects. Additionally, the City Code allows for precast concrete panels as a permitted material. This request is reflective of the applicant’s intent to eliminate any uncertainty. Section 6. Parking and Loading Areas: This section shall apply to parking areas within fifty feet (50’), and to loading areas within 300’ of the public right of way or nonindustrial use or district. This section of the Code requires a certain level of screening around parking lots and loading areas. The minimum setback for parking and loading areas in the BP zoning district is 20’ in the front and 10’ on the sides. Essentially the applicant is requesting a waiver from those standards in exchange for an increase in setbacks for those uses. Section 7. Landscaping: Rock, gravel, and/or mulch may be also be used as an accent material for maintenance areas directly adjacent to a building, around utility access points (i.e. manholes, control valves, and hand holes), or in mechanical areas. The Code standard only allows rock or mulch to be used an accent around sod or other plantings. This opens up the use of that material for the areas listed above. Section 10. Rooftop Utilities: Provisions apply to buildings within three hundred feet (300’) of a public right of way. The exact language of the code is as follows: “The ground level view of all rooftop equipment, including, but not limited to, rooftop structures related to elevators and other mechanical utilities, shall be screened from public right-of-way and adjacent or nearby residential uses and districts. Screening should be accomplished by incorporating architectural building design features such as a parapet wall or sloping roof structures. Wood fencing shall not be permitted. If due to factors unique to the property or the project, it is physically impossible or impractical to screen these utilities, the City's Planning Commission may approve alternative solutions that render them Page 151 of 152 6 aesthetically compatible with the building.” The proposed deviation would only apply that standard to buildings within 300’ of a public right of way. 5. Section 11-5-2 Supplementary Regulations: C. Supplementary Yard Regulations Section 1.e and h. Fences up to fourteen feet (14’) in height are permitted within the campus and substation, greater than fifty feet (50’) from the public right of way. The City Code allows fences up to 8’ in height in the business park zoning district. The applicant is requesting that where fences are at least 50’ from the parcel boundaries that a maximum height of 14’ be permitted. The applicant’s narrative indicates that in most places the height of the fence will be between 10’ and 12’. Examples of the anticipated fence design have been provided by the applicant and are included in the attachments. CONCLUSION AND RECOMMENDATION The applicant is requesting approval of a master development plan to rezone the subject property from AG to BP, consistent with the City’s Comprehensive Land Use Plan, and to receive approval of certain deviations from the City Code contained in this report and within the applicant’s narrative. The proposed deviations will have minimal impact on adjacent properties and uses due to the size of the site and the anticipated location of the structures. Staff is recommending approval of the Planned Unit Development Master Development Plan with rezoning, subject to the conditions listed in the recommended action. Those conditions include approval of a final site and building plan and approval of a plat to subdivide the site. Page 152 of 152