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Home My WebLink About06 -Springs at Lake Elmo Project PlansProject Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client CONTINENTAL 483 FUND LLC W134 N8675 EXECUTIVE PARKWAY MENOMONEE FALLS, WI 53051 SPRINGS AT LAKE ELMO LAKE ELMO, MINNESOTA 9955 HUDSON BOULEVARD NORTH EAV CJL EAV PRELIMINARY 4/12/2019 21654 Registration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 4/12/201954914 Eric A. Vogel PREL I M I N A R Y 4/12/2019 CITY SUBMITTAL Apr 12, 2019 - 3:10pm - User:clichty L:\PROJECTS\21654\CAD\Civil\Sheets\21654-C1-TITLE.dwg C1.01 TITLE SHEET GEOTECHNICAL PROFESSIONAL SERVICE INDUSTRIES, INC. 2915 WATERS ROAD, SUITE 112 EAGAN, MN 55121 TEL 651-646-8148 CONTACT: JOSEPH ROZMIAREK DEVELOPER/OWNER CONTINENTAL 483 FUND LLC W134 N8675 EXECUTIVE PARKWAY MENOMONEE FALLS, WI 53051 TEL 262-653-9352 CONTACT: GWYN WHEELER ARCHITECT KHALER SLATER 111 W WISCONSIN AVE MILWAUKEE, WI 53203 TEL 414-373-2000 FAX 414-272-2001 CONTACT: DENNIS POHLMAN CIVIL ENGINEER SAMBATEK 12800 WHITEWATER DRIVE, SUITE 300 MINNETONKA, MN 55343 TEL 763-476-6010 FAX 763-476-8532 CONTACT: ERIC VOGEL, PE LANDSCAPE ARCHITECT SAMBATEK 12800 WHITEWATER DRIVE, SUITE 300 MINNETONKA, MN 55343 TEL 763-476-6010 FAX 763-476-8532 CONTACT: WILLIAM DELANEY, PLA SURVEYOR SAMBATEK 12800 WHITEWATER DRIVE, SUITE 300 MINNETONKA, MN 55343 TEL 763-476-6010 FAX 763-476-8532 CONTACT: CRAIG JOHNSON, LS SHEET INDEX SHEET DESCRIPTION C1.01 TITLE SHEET C2.01 ALTA SURVEY C2.02 FINAL PLAT (1 OF 2) C2.03 FINAL PLAT (2 OF 2) C2.04 EXSTING CONDITIONS C2.05 DEMOLITION PLAN C3.01 SITE PLAN C4.01 GRADING PLAN C5.01 EROSION CONTROL PHASE I C5.02 EROSION CONTROL PHASE II C5.03 EROSION CONTROL NOTES AND DETAILS C6.01 SANITARY SEWER AND WATERMAIN PLAN C6.02 STORM SEWER PLAN C9.01 DETAILS L1.01 LANDSCAPE PLAN L1.02 SHRUB PLAN WEST L1.03 SHRUB PLAN EAST L1.04 LANDSCAPE NOTE AND DETAILS L1.05 TREE INVENTORY for Preliminary Site Development Plans Springs at Lake Elmo Continental Properties Lake Elmo, Minnesota Presented by: NO SCALE VICINITY MAP SITE CONSULTANT CONTACT LIST: BENCHMARKS N.T.S. CITY OF LAKE ELMO ENGINEERING DESIGN STANDARDS (MARCH 2017) CITY ENGINEER'S ASSOCIATION OF MINNESOTA STANDARD SPECIFICATIONS (2013) MNDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION (2016 EDITION) GOVERNING SPECIFICATIONS COMMERCE DR 94 19 TAMARACK RD WO O D B U R Y D R HUD S O N R D 10 BENCHMARK #1 = MNDOT Disc "8282 AX" - Elev=938.31 Located at NE Quad. of Int. Hwy. 94 & Keats Ave. BENCHMARK #2 = TNH - ELEV=1001.01 South property line of subject property @ midpoint of line. HUDSON BLVD N SCALE IN FEET 0 12060 NORTH To Continental 483 Fund LLC, DPS-Lake Elmo, LLC, a Minnesota limited liability company and First American Title Insurance Company: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 5, 6(b), 7(a), 7(b)(1), 7(c), 8, 9, 10, 11, 13, 14, 16, 17, 18, 19, and 20 of Table A thereof. The field work was completed on 01/21/2019. Dated this 12th day of March, 2019 Sambatek, Inc. Craig E. Johnson, LS Minnesota License No. 44530 cjohnson@sambatek.com 1. Referencing Title Commitment No. NCS-938972-MKE, dated December 17, 2018, First American Title Insurance Company. 2. The bearing system is based on the Washington County coordinate system, NAD83 (1986 Adjust). With an assumed bearing of South 00 degrees 01 minutes 13 seconds West for the east line of the Southwest Quarter of the Southeast Quarter, Section 34, Township 29, Range 21. 3. The vertical datum is based on NAVD88. BENCHMARK #1 = MNDOT Disc "8282 AX" - Elev=938.31 Located at NE Quad. of Int. Hwy. 94 & Keats Ave. BENCHMARK #2 = TNH - ELEV=1001.01 South property line of subject property @ midpoint of line. VICINITY MAP SURVEY NOTES Proposed Description That part of the Southwest Quarter of the Southeast Quarter, Section 34, Township 29, Range 21, Washington County, Minnesota described as follows: Commencing at the southwest corner of said Southwest Quarter of the Southeast Quarter; thence North 00 degrees 06 minutes 31 seconds East, assumed bearing, along the west line of said Southwest Quarter of the Southeast Quarter, a distance of 82.86 feet to the north line of Parcel 29C of Minnesota Department of Transportation Right of Way Plat No. 82-43; thence North 89 degrees 18 minutes 27 seconds East, along said north line, a distance of 40.00 to the point of beginning; thence North 00 degrees 06 minutes 31 seconds East, a distance of 607.73 feet; thence North 89 degrees 40 minutes 54 seconds East, a distance of 1284.76 feet to the east line of said Southwest Quarter of the Southeast Quarter; thence South 00 degrees 01 minutes 13 seconds West, along said east line, a distance of 428.20 feet to a point 267.8 feet north of the southeast corner of said Southwest Quarter of the Southeast Quarter; thence South 89 degrees 54 minutes 16 seconds West, parallel to the south line of said Southwest Quarter of the Southeast Quarter, a distance of 200.00 feet; thence South 00 degrees 01 minutes 13 seconds West, parallel to the east line of said Southwest Quarter of the Southeast Quarter, a distance of 173.21 feet to said north line of Parcel 29C; thence South 89 degrees 18 minutes 27 seconds West, along said north line, a distance of 1085.76 feet to the point of beginning. The following notes correspond to the reference numbers listed in Schedule B, Section 2 of the title commitment. SUBJECT PROPERTY 1.The surveyor has depicted the property corner monuments, or the witness to the corner that were found during the field work, and set property corner monuments, or witnesses to the corner, at the locations where there did not appear to be any evidence of an existing monument. 2.The property does not have an assigned address. 3.The subject property lies within Flood Plain Zone X – 'Area Of Minimal Flood Hazard', according to FEMA per FIRM Map No. 27163C0245E dated 2/3/2010. 4.The gross area information of subject property 17.0159 Acres or 741,214 Square Feet. 5. The vertical relief is shown on the graphical portion of the survey. 6b. The zoning information has not been provided by the client. 7a.There are no buildings on the subject property. 7b.There is a building foundation on the subject property as shown and dimensioned. 7c.There are no buildings or heights to measure on subject property. The building foundations as shown, are at ground level. 8.Visible substantial features observed in the process of conducting the fieldwork are shown hereon. 9.There are no parking areas on the subject property. 10a.There were no division or party walls designated by the client to be shown on the survey. 11.A Gopher State One Call (GSOC) request was placed on 12/26/2018 for utility locates on this site and assigned GSOC Ticket No. 183600280. The surveyor makes no guarantees that the underground utilities shown hereon comprise all such utilities in the area, either in service or abandoned. Utility suppliers often do not respond to these requests in the field but may provide maps, plans, and drawings in lieu of physical location. Utility information shown hereon is a compilation of the provided map information and those visible utilities and marked utilities which were located during the survey field work. The surveyor further does not warrant that the underground utilities shown hereon are in the exact location as indicated, although they are located as accurately as possible from the available information. The surveyor has not physically located the underground utilities. Pursuant to MS 216.D contact Gopher State One Call at (651-454-0002) prior to any excavation. 13.The names of adjoining land owners according to the current county tax records are shown on the survey. 14.The distance to the nearest intersecting street is 1000 feet to 5th St. N. & Keats Av. 16.There is no evidence of recent earth moving work, building construction or building additions observed in the process of conducting the fieldwork. 17.No changes in street right of ways are proposed per City of Lake Elmo Bay. There is no observable evidence of recent street or sidewalk construction or repair. 18.There were wetland delineation markers observed in the process of conducting the field work.See survey. Per a Letter by the Department of the Navy, dated February 8, 2019, File No. MVP-2018-03459-MMW, the wetland was delineated by Kjolhaug Environmental. The Department of the Navy agrees with the delineated location per said Letter. A permit from the Department of the Navy must be obtained prior to any fill or dredging of the wetland. 19.Plottable off site easements and servitudes disclosed in the provided title documents and/or observed during the field work that appear to benefit and/or affect the subject property are shown hereon. 20.A Sambatek Professional Liability Insurance Certificate of Insurance will be provided upon request. "TABLE A" NOTES CERTIFICATION N.T.S. KE A T S A V E SITE 10TH STREET N OVERHEAD ELECTRICAL WIRE LIGHT SANITARY SEWER STORM SEWER WATERMAIN UNDERGROUND ELECTRIC GUY ANCHOR UTILITY POLE GUARD POST UNDERGROUND TELEPHONE UNDERGROUND GAS CHAIN LINK FENCE WOOD FENCE CONCRETE SURFACE SIGN FOUND MONUMENT FOUND CAST IRON MONUMENT FOUND RIGHT-OF-WAY MONUMENT SET MONUMENT MARKED LS 43933 SECTION LINE UNDERLYING / ADJACENT LOT TIE LINE BOUNDARY LINE DEED DISTANCE(100.00) TRANSFORMER GAS METER COMMUNICATIONS MANHOLE ELECTRIC MANHOLE GAS MANHOLE ELECTRIC METER TELEPHONE PEDESTAL CABLE TV BOX GATE VALVE / HYDRANT SANITARY MANHOLE CLEAN OUT STORM MANHOLE STORM CATCH BASIN FLARED END SECTION RIGHT-OF-WAY LINE WIRE FENCE DECIDUOUS TREE LEGEND REGISTERED LAND SURVEYORRLS FOUNDFD FIBER OPTIC IN W O O D A V E INT HWY 94 5TH STREET N A.01/11/19 TITLE COMMITMENT 11.The right to erect and to maintain temporary on land adjoining Trunk Highway 12 and Interstate Highway 94, and also limitations on access to said highways, as contained or shown in the following: (a) Highway Easement, dated January 17, 1927, recorded February 18, 1927, in Book 111 of Deeds, at page 1; (Easement does not affect subject property) (b) Highway Easement, dated January 19, 1927, recorded June 23, 1927, in Book 111 of Deeds, at page 206; (Easement does not affect subject property - lies within existing R.O.W.) (c) Final Certificate by the State of Minnesota, recorded April 30, 1959, in Book 220 of Deeds, at page 11; (Easement does not affect subject property - lies within existing R.O.W.) (d) Minnesota Department of Transportation Right of Way Plat No. 82-43 recorded March 22, 1882 as Doc. No. 429592; (Affects property and is depicted hereon) (e) Warranty Deed, to the State of Minnesota, recorded September 30, 1983, as Doc. No. 452990 conveying Parcel 29G in the above Right of Way Plat No. 82-43; (does not affect subject property) (f) Final Certificate by the State of Minnesota, recorded August 17, 1987, as Doc. No. 548829 (acquiring Parcel 29C in the above Right of Way Plat No. 82-43); and (R.O.W. Plat shown on survey) (g) Quitclaim Deed, from the State of Minnesota, to the City of Lake Elmo, dated November 13, 2013, recorded December 30, 2013, as Doc. No. 3975938 (R.O.W. Plat shown on survey) 12.Reservation of 50% of all minerals and mineral rights in the East Half of the Southwest Quarter of Section 34, as reserved in the following: (a) Limited Warranty Deed, from the Federal Farm Mortgage Corporation, as grantor, to Lawrence Fehlen and Marie A. Fehlen, as grantees, dated November 8, 1939, recorded November 21, 1939, in Book 135 of Deeds, at page 632; and (does not affect subject property) (b) Quit Claim Deed, from the Federal Farm Mortgage Corporation, to the United States of America, dated September 6, 1957, recorded November 22, 1957, in Book 209 of Deeds, at page 493. (Does not affect subject property) 13.Terms and conditions, including an easement for pipeline purposes, as contained in the following: (a) Right of Way Conveyance in favor of Standard Oil Company, dated August 7, 1946, recorded August 26, 1946, in Book 150 of Deeds, at page 219; (does not affect subject property) (b) Assignment of Rights of Way, from Standard Oil Company, to The American Oil Company, dated December 31, 1960, recorded January 25, 1961, in Book 236 of Deeds, at page 240; (does not affect subject property) (c) Partial Release of Right of Way Conveyance, dated May 5, 1972, recorded May 8, 1972, as Doc. No. 298638; (does not affect subject property) (d) Quit Claim Deed, from Amoco Oil Company, to the State of Minnesota, dated October 25, 1983, recorded December 29, 1983, as Doc. No. 457465; (does not affect subject property). (e)Agreement Limiting Right of Way Easement, dated July 19, 2001, recorded August 3, 2001, as Doc. No. 3172091; (does not affect subject property) (f)Non Fee Property Assignment Agreement, from BP Products North America Inc., to BP Pipelines (North America) Inc., dated January 1, 2015, recorded April 10, 2015, as Doc. No. 4021457; and (affects subject property-blanket in nature therefor not shown) (g)Agreement and Acknowledgement, between BP Pipelines (North America) Inc., the City of Lake Elmo, and U.S. Home Corporation, dated June 15, 2016, recorded July 28, 2016, as Doc. No. 4076835. (Does not affect subject property) 14.Easement for power line purposes as contained in the following: (A)Final Decree, recorded April 13, 1972, in Book 316 of Deeds, at page 69; and (does not affect subject property) (B)Assignment and Assumption of Easements, from XCEL Energy Inc., to Northern States Power Company, dated February 7, 2001, recorded March 8, 2001, as Doc. No. 3145752. (Affects property - no easements to depict on survey) 15.Terms and conditions of the Petition and Waiver Agreement, dated September 4, 2013, recorded September 12, 2013, as Doc. No. 3964045. (Affects property - no easements to depict on survey) 16.Terms and conditions of the Petition and Waiver Agreement, dated September 4, 2013, recorded September 12, 2013, as Doc. No. 3964046. (Affects property - no easements to depict on survey) 17.Terms and conditions, including an easement for drainage and utility purposes in favor of the City of Lake Elmo, as contained in the Public Drainage & Utility Easement, dated September 4, 2013, recorded September 12, 2013, as Doc. No. 3964047. (Affects property and easement is depicted hereon) 18.Terms and conditions, including an easement for public and drainage purposes in favor of the City of Lake Elmo, as contained in the Public Drainage & Utility Easement, dated September 4, 2013, recorded September 12, 2013, as Doc. No. 3964048. (Does not affect subject property) 19.Terms and conditions, including an easement for public and drainage purposes in favor of the City of Lake Elmo, as contained in the Public Drainage and Utility Easement, dated September __, 2013, recorded September 12, 2013, as Doc. No. 3964049. (Does not affect subject property) 20.Terms and conditions, including an easement for street purposes in favor of the City of Lake Elmo, as contained in the Permanent Public Street Easement Agreement, recorded November 20, 2014, as Doc. No. 4007702. (Does not affect subject property) 21.Terms and conditions, including easements for drainage and utility purposes in favor of the City of Lake Elmo, as contained in the Drainage and Utility Easement Agreement, recorded November 20, 2014, as Doc. No. 4007703. (Does not affect subject property) 22.Terms and conditions, including an easement for utility purposes in favor of the City of Lake Elmo, as contained in the Utility Easement, recorded November 20, 2014, as Doc. No. 4007704. (Easement affects property as shown - falls within proposed R.O.W.) 23.Terms and conditions of the Memorandum of Understanding, between U.S. Home Corporation, and DPS-Lake Elmo, LLC, dated October 3, 2014, which is unrecorded, and of the Notice of Lien Rights by DPS-Lake Elmo, LLC, recorded November 20, 2014, as Doc. No. 4007705, which refers to said Memorandum of Understanding. (Affects property - no easements to depict on survey). 24.Possible overlap of the Land with the parcel to the southeast, said parcel is described in the Warranty Deed, recorded September 21, 2015, as Doc. No. 4041879. The legal description prepared by Sambatek, shown as proposed on this survey is contiguous to, and creates no gaps or overlaps with the southeast parcel as described in said document. B.01/24/19 WELLS LOCATED Apr 12, 2019 - 3:10pm - User:clichty L:\PROJECTS\21654.01\CAD\Survey\Sheets\2165401-ALTA.dwg C1.02 ALTA/NSPS LAND TITLE SURVEY C.03/12/19 ATTORNEY COMMENTS WELL Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client CONTINENTAL 483 FUND LLC W134 N8675 EXECUTIVE PARKWAY MENOMONEE FALLS, WI 53051 SPRINGS AT LAKE ELMO LAKE ELMO, MINNESOTA 9955 HUDSON BOULEVARD NORTH EAV CJL EAV PRELIMINARY 4/12/2019 21654 PREL I M I N A R Y 4/12/2019 CITY SUBMITTAL Know all persons by these presents: That Continental 483 Fund LLC, a Minnesota limited liability company, owner, of the following described property situated in the County of Washington, State of Minnesota, to wit: That part of the Southwest Quarter of the Southeast Quarter, Section 34, Township 29, Range 21, Washington County, Minnesota described as follows: Commencing at the southwest corner of said Southwest Quarter of the Southeast Quarter; thence North 00 degrees 06 minutes 31 seconds East, assumed bearing, along the west line of said Southwest Quarter of the Southeast Quarter, a distance of 82.86 feet to the north line of Parcel 29C of Minnesota Department of Transportation Right of Way Plat No. 82-43; thence North 89 degrees 18 minutes 27 seconds East, along said north line, a distance of 40.00 to the point of beginning; thence North 00 degrees 06 minutes 31 seconds East, a distance of 607.73 feet; thence North 89 degrees 40 minutes 54 seconds East, a distance of 1284.76 feet to the east line of said Southwest Quarter of the Southeast Quarter; thence South 00 degrees 01 minutes 13 seconds West, along said east line, a distance of 428.20 feet to a point 267.8 feet north of the southeast corner of said Southwest Quarter of the Southeast Quarter; thence South 89 degrees 54 minutes 16 seconds West, parallel to the south line of said Southwest Quarter of the Southeast Quarter, a distance of 200.00 feet; thence South 00 degrees 01 minutes 13 seconds West, parallel to the east line of said Southwest Quarter of the Southeast Quarter, a distance of 173.21 feet to said north line of Parcel 29C; thence South 89 degrees 18 minutes 27 seconds West, along said north line, a distance of 1085.76 feet to the point of beginning. Has caused the same to be surveyed and platted as SPRINGS AT LAKE ELMO and does hereby dedicate to the public for public use the public way, and the drainage and utility easements as created by this plat. In witness whereof said Continental 483 Fund LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of , 20 . Signed: Continental 483 Fund LLC, a Minnesota limited liability company By:, its STATE OF COUNTY OF The foregoing instrument was acknowledged before me on this day of , 20 , by , , of Continental 483 Fund LLC, a Minnesota limited liability company, on behalf of the company. Notary Public, County, Minnesota Notary Printed Name My Commission Expires I Craig E. Johnson 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, existing 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 . Craig E. Johnson, Licensed Land Surveyor, Minnesota License No. 44530 STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me on this day of , 20 , by Craig E. Johnson, a Licensed Land Surveyor. Notary Public, County, Minnesota Notary Printed Name My Commission Expires CITY COUNCIL, Lake Elmo, Minnesota This plat was approved by the City Council of Lake Elmo, Minnesota, this day of , 20 , and hereby certifies compliance with all requirements as set forth in the Minnesota Statutes, Section 505.03, Subdivision 2. Signed: Attest: Mayor Clerk COUNTY SURVEYOR, Washington County, Minnesota Pursuant to Chapter 820, Laws of Minnesota, 1971, and in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of , 20 . By By Washington County Surveyor COUNTY AUDITOR/TREASURER, Washington County, Minnesota Pursuant to Minnesota Statutes, Section 505.021, Subd.9 and Section 272.12, taxes payable in the year 20 , on real estate hereinbefore described, have been paid; and there are no delinquent taxes and transfer has been entered, on this day of , 20 . By By Washington County Auditor / Treasurer Deputy COUNTY RECORDER, Washington County, Minnesota Document Number I hereby certify that this instrument was filed in the office of the County Recorder for record on this day of , 20 , at o'clock .M. and was duly recorded in Washington County Records. By: By: Washington County Recorder Deputy SAMBATEK, INC. ENGINEERING, PLANNING AND LAND SURVEYING SHEET 1 OF 2 SHEETS SPRINGS AT LAKE ELMO LOT 1 BLOCK 1 JUNE AVENUE NORTH SAMBATEK, INC. ENGINEERING, PLANNING AND LAND SURVEYING DENOTES 1/2 INCH BY 14 INCH IRON PIPE SET AND MARKED BY LICENSE NO. 44530. DENOTES 1/2 INCH OPEN END IRON MONUMENT FOUND UNLESS NOTED OTHERWISE. SECTION 34, TOWNSHIP 29 N, RANGE 21 W, WASHINGTON COUNTY, MINNESOTA NORTH NOT TO SCALE VICINITY MAP SITE0 NORTH SCALE IN FEET 1 INCH = 120 FEET 60 120 SEC 34 SHEET 2 OF 2 SHEETS HUDSON BLVD. N. SPRINGS AT LAKE ELMO BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING RIGHT-OF-WAY LINES, FRONT, REAR AND SIDE LOT LINES AS SHOWN ON THE PLAT. 10 10 DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: (NOT TO SCALE) 10 THE EAST LINE OF THE OF THE SW 1/4 OF THE SE 1/4 IS ASSUMED TO HAVE A BEARING OF NORTH 00 DEGREES 10 MINUTES 13 SECONDS WEST. HUDSON BLVD N SCALE IN FEET 0 12060 NORTH That part of the Southwest Quarter of the Southeast Quarter, Section 34, Township 29, Range 21, Washington County, Minnesota described as follows: Commencing at the southwest corner of said Southwest Quarter of the Southeast Quarter; thence North 00 degrees 06 minutes 31 seconds East, assumed bearing, along the west line of said Southwest Quarter of the Southeast Quarter, a distance of 82.86 feet to the north line of Parcel 29C of Minnesota Department of Transportation Right of Way Plat No. 82-43; thence North 89 degrees 18 minutes 27 seconds East, along said north line, a distance of 40.00 to the point of beginning; thence North 00 degrees 06 minutes 31 seconds East, a distance of 607.73 feet; thence North 89 degrees 40 minutes 54 seconds East, a distance of 1284.76 feet to the east line of said Southwest Quarter of the Southeast Quarter; thence South 00 degrees 01 minutes 13 seconds West, along said east line, a distance of 428.20 feet to a point 267.8 feet north of the southeast corner of said Southwest Quarter of the Southeast Quarter; thence South 89 degrees 54 minutes 16 seconds West, parallel to the south line of said Southwest Quarter of the Southeast Quarter, a distance of 200.00 feet; thence South 00 degrees 01 minutes 13 seconds West, parallel to the east line of said Southwest Quarter of the Southeast Quarter, a distance of 173.21 feet to said north line of Parcel 29C; thence South 89 degrees 18 minutes 27 seconds West, along said north line, a distance of 1085.76 feet to the point of beginning. SUBJECT PROPERTY OVERHEAD ELECTRICAL WIRE LIGHT SANITARY SEWER STORM SEWER WATERMAIN UNDERGROUND ELECTRIC GUY ANCHOR UTILITY POLE GUARD POST UNDERGROUND TELEPHONE UNDERGROUND GAS CHAIN LINK FENCE WOOD FENCE CONCRETE SURFACE SIGN FOUND MONUMENT FOUND CAST IRON MONUMENT FOUND RIGHT-OF-WAY MONUMENT SET MONUMENT MARKED LS 43933 SECTION LINE UNDERLYING / ADJACENT LOT TIE LINE BOUNDARY LINE DEED DISTANCE(100.00) TRANSFORMER GAS METER COMMUNICATIONS MANHOLE ELECTRIC MANHOLE GAS MANHOLE ELECTRIC METER TELEPHONE PEDESTAL CABLE TV BOX GATE VALVE / HYDRANT SANITARY MANHOLE CLEAN OUT STORM MANHOLE STORM CATCH BASIN FLARED END SECTION RIGHT-OF-WAY LINE WIRE FENCE DECIDUOUS TREE LEGEND REGISTERED LAND SURVEYORRLS FOUNDFD FIBER OPTIC Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client CONTINENTAL 483 FUND LLC W134 N8675 EXECUTIVE PARKWAY MENOMONEE FALLS, WI 53051 SPRINGS AT LAKE ELMO LAKE ELMO, MINNESOTA 9955 HUDSON BOULEVARD NORTH EAV CJL EAV PRELIMINARY 4/12/2019 21654 PREL I M I N A R Y 4/12/2019 CITY SUBMITTAL 1.SUBJECT PROPERTY IDENTIFICATION NUMBER IS 3402921430003. 2.THE GROSS AREA OF THE SUBJECT PROPERTY IS 17.0159 ACRES OR 741,214 SQUARE FEET. 1.SURVEY COORDINATE BASIS: WASHINGTON COUNTY COORDINATE SYATEM NAD 83 (1986) 2.FIELD WORK WAS COMPLETED ON 01/21/2019. 3.THE VERTICAL DATUM IS BASED ON NAVD88. BENCHMARK #1 = MNDOT DISC "8282 AX" - ELEV=938.31, LOCATED AT NE QUAD. OF INT. HWY. 94 & KEATS AVE. BENCHMARK #2 = TNH - ELEV=1001.01, SOUTH PROPERTY LINE OF SUBJECT PROPERTY @ MIDPOINT OF LINE. PROPERTY SUMMARY SURVEY NOTES WELL Apr 12, 2019 - 3:11pm - User:clichty L:\PROJECTS\21654\CAD\Civil\Sheets\21654-C2-2-EXCND.dwg C2.04 EXSTING CONDITIONS HUDSON BLVD N LEGEND DEMOLITION NOTES 1. DEMOLITION NOTES ARE NOT COMPREHENSIVE. CONTRACTOR SHALL VISIT THE SITE PRIOR TO CONSTRUCTION TO OBTAIN A CLEAR UNDERSTANDING OF THE INTENDED SCOPE OF WORK. 2. THE DESIGN SHOWN IS BASED ON ENGINEER'S UNDERSTANDING OF EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON ALTA AND TOPOGRAPHIC MAPPING PREPARED BY XXXX DATED XX-XX-XXXX. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION, CONTRACTOR SHALL HAVE MADE, AT OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. THE CONTRACTOR IS RESPONSIBLE FOR DEMOLITION, REMOVAL, AND DISPOSING IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES AND IN ACCORDANCE WITH APPLICABLE CODES, OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE GEOTECHNICAL REPORT AND/OR GEOTECHNICAL ENGINEER. 4. CLEARING AND GRUBBING: CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 6. CONTRACTOR IS RESPONSIBLE FOR THE DISCONNECTION OF UTILITY SERVICES TO EXISTING BUILDINGS PRIOR TO DEMOLITION OF THE BUILDINGS. 7. CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO REMOVAL AND/OR RELOCATION OF UTILITIES. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANIES' FORCES AND ANY FEES WHICH ARE TO BE PAID TO UTILITY COMPANIES FOR SERVICES. CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 8. CONTRACTOR IS SPECIFICALLY CAUTIONED THAT LOCATIONS OF EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM INFORMATION AVAILABLE. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE UTILITY MAPPING ACCURACY. PRIOR TO START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES 48 HOURS PRIOR TO ANY EXCAVATION FOR ON-SITE LOCATIONS OF EXISTING UTILITIES. THE LOCATIONS OF UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING MINNESOTA GOPHER STATE ONE CALL AT 800-252-1166 OR 651-454-0002. 9. THE MAPPING LOCATION OF ALL EXISTING SEWERS, PIPING, AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH WORK. UTILITIES DETERMINED TO BE ABANDONED SHALL BE REMOVED IF UNDER THE BUILDING INCLUDING 10' BEYOND FOUNDATIONS. 10. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ROAD RIGHT OF WAY DURING CONSTRUCTION. 11. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC., TO THE BEST PRACTICES. 12. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES. 13. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED AND APPROVED BY THE LOCAL AUTHORITY. 14. CONTRACTOR SHALL LIMIT SAW-CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 15. CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. DAMAGE TO ANY EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. 16. ABANDON OR REMOVE ALL SANITARY, WATER AND STORM SERVICES PER CITY STANDARDS. COORDINATE ALL WORK WITH CITY. ALL STREET RESTORATION SHALL BE COMPLETED IN COMPLIANCE WITH LOCAL STANDARDS. 17. CONTRACTOR SHALL PREPARE AND SUBMIT TO THE GOVERNING AUTHORITY A TRAFFIC AND/OR PEDESTRIAN TRAFFIC PLAN PER CITY/COUNTY/STATE STANDARDS TO BE APPROVED BY THE LOCAL GOVERNING AUTHORITY. UNDERGROUND GAS STONE RETAINING WALL CHAIN LINK FENCE UNDERGROUND ELECTRIC UNDERGROUND CABLE TV UNDERGROUND TELEPHONE OVERHEAD ELECTRIC SANITARY SEWER WATERMAIN STORM SEWER LIGHT HYDRANT GAS METER SPRINKLER HEAD SPRINKLER VALVE EDGE OF TREES TREES / SHRUBS CONCRETE CONCRETE CURB BITUMINOUS CURB REMOVE EXISTING CHAIN LINK FENCE REMOVE EXISTING UTILITY REMOVE EXISTING REMOVE EXISTING TREE REMOVE EXISTING BUILDING REMOVE EXISTING CONCRETE PAVEMENT REMOVE EXISTING BITUMINOUS PAVEMENT SAW CUT EXIST BITUMINOUS PAVEMENT REMOVE EXIST CONCRETE CURB REMOVE EXISTING UTILITY LINE EXISTING REMOVE EXISTING LIGHT FIXTURE REMOVE EXISTING GRAVEL DRIVE REMOVE EXISTING LANDSCAPING THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL XX. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client CONTINENTAL 483 FUND LLC W134 N8675 EXECUTIVE PARKWAY MENOMONEE FALLS, WI 53051 SPRINGS AT LAKE ELMO LAKE ELMO, MINNESOTA 9955 HUDSON BOULEVARD NORTH EAV CJL EAV PRELIMINARY 4/12/2019 21654 Registration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 4/12/201954914 Eric A. Vogel PREL I M I N A R Y 4/12/2019 CITY SUBMITTAL SCALE IN FEET 0 10050 NORTH Apr 12, 2019 - 3:11pm - User:clichty L:\PROJECTS\21654\CAD\Civil\Sheets\21654-C2-DEMO.dwg C2.05 DEMOLITION PLAN REMOVE TREE LINE HUDSON BLVD N B20E BLDG 5B FFE=1006.35 GFE=1006.02 B20E BLDG 6A FFE=XXX.X GFE=XXX.X B20E BLDG 8A FFE=1004.85 GFE=1004.52 B20E BLDG 7B FFE=1004.60 GFE=1004.27 B20E BLDG 4B FFE=1006.65 GFE=1006.32 B20E BLDG 3A FFE=1006.20 GFE=1005.87 B20E BLDG 2B FFE=1005.47 GFE=1005.14 B20E BLDG 1A FFE=1005.50 GFE=1005.17 B20E BLDG 14A FFE=1001.75 GFE=1001.42 B20E BLDG 9B FFE=1003.00 GFE=1002.67 B20E BLDG 11B FFE=1003.00 GFE=1002.67 B20E BLDG 10A FFE=1002.50 GFE=1002.17 B20E BLDG 12A FFE=1003.00 GFE=1002.67 B20E BLDG 13B FFE=1002.50 GFE=1002.17 6G GFE=1004.95 6G GFE=1004.05 6G GFE=1001.90 6G GFE=1001.85 6G GFE=1001.85 6GS-2 GFE=1000.50 MG-P GFE=1000.90 CLUBHOUSE FFE=1005.00 B20E BLDG 6B FFE=1006.10 GFE=1005.77 ADA B20E BLDG 15B FFE=1002.20 GFE=1001.87 25' B U F F E R 50' B U F F E R D E F F B A TYP A TYP A TYP A TYP A TYP A TYP A TYP A TYP A TYP A TYP A TYP A TYP A TYP A TYP A TYP 01 01 01 01 01 010101 111111111111 9 10 9 10 7 7 11 11 6 6 6 9 10 11 12 8 9 6 7 7 10 9 10 10 3 10 10 9 7 6 2 04 04 04 04 04 04 04 04 05 050505 05 05 05 05 22 ' 22' 22 ' R 1 8 ' R18 ' R1 8 ' 05 05 04 04 05 20'12'20' F 22' 23 ' 9' TYP18 ' TY P 9' TYP 9' TYP 9' TYP 9' TYP 9' TYP 9' TYP 9' TYP 9' TYP 9' TYP9' TYP 9' TYP 9' TYP 9' TYP 9' TY P 18 ' TY P 18 ' TY P 18 ' TY P 18 ' TY P 18 ' TY P 18 ' TY P 18 ' TY P 18 ' TY P 08 08 08 08 08 08 08 08 08 08 08 08 I I H TY P TYP 9' TY P 18' TYP 07 07 07 07 07 07 04 04 040404 R4' R18' R4' R4 0 ' R1 8 ' 22 ' R 1 8 ' R18 ' 09 06 06 01 04 04 04 04 04 9' 18 ' 04 04 04 22' C 07 07 29 . 4 ' 22' 07 07 07 J J J A TYP 07 08 07 07 09 09 09 09 09 09 09 09 09 09 09 09 08 H H H HH I I H 10' Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client CONTINENTAL 483 FUND LLC W134 N8675 EXECUTIVE PARKWAY MENOMONEE FALLS, WI 53051 SPRINGS AT LAKE ELMO LAKE ELMO, MINNESOTA 9955 HUDSON BOULEVARD NORTH EAV CJL EAV PRELIMINARY 4/12/2019 21654 Registration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 4/12/201954914 Eric A. Vogel PREL I M I N A R Y 4/12/2019 CITY SUBMITTAL SCALE IN FEET 0 10050 NORTH Apr 12, 2019 - 3:12pm - User:clichty L:\PROJECTS\21654\CAD\Civil\Sheets\21654-C3-SITE.dwg C3.01 SITE PLAN AREA GROSS SITE AREA BUILDING INFORMATION B20E (20 DU/BUILDING) TOTAL RESIDENT BUILDINGS GENERAL HOME MIX STUDIO 1-BEDROOM 2-BEDROOM 3-BEDROOM TOTAL HOMES ZONING EXISTING ZONING PROPOSED ZONING PARKING INFORMATION GARAGE TOTALS: NUMBER OF ATTACHED MAINTENANCE GARAGES NUMBER OF STAND ALONE TOTAL GARAGE PARKING REQUIRED PER CODE SURFACE PARKING AMOUNT TOTAL PARKING PROVIDED UNIT PARKING RATIO COVERED PARKING RATIO CLUBHOUSE PARKING *INCLUDED IN PARKING CALCS 1.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 2.ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB TO FACE OF CURB UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT “GUTTER OUT” WHERE WATER DRAINS AWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS “GUTTER IN” CURB. COORDINATE WITH GRADING CONTRACTOR. 4.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 5.ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. 6.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 7.SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCATIONS OF LIGHT POLE. 8.REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS. 9.ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE 2.08% (1:48). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS PAVEMENT. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT AND COORDINATE WITH GRADING CONTRACTOR. 10."NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY. LEGEND EASEMENT CURB & GUTTER BUILDING RETAINING WALL SAWCUT LINE NUMBER OF PARKING STALLS PER ROW SIGN PIPE BOLLARD STANDARD DUTY ASPHALT PAVING CONCRETE PAVING PROPERTY LIMIT EXISTINGPROPOSED KEY NOTE DEVELOPMENT SUMMARY DEVELOPMENT NOTES KEY NOTES WETLAND LIMITS TREELINE BUILDING, STOOPS, STAIRS SEE ARCHITECTURAL PLANS TRASH/RECYCLING PICKUP AREA - SEE ARCHITECTURAL PLANS MAIL KIOSK - SEE ARCHITECTURAL PLANS POOL - SEE ARCHITECTURAL PLANS MONUMENT SIGN - SEE ARCHITECTURAL PLANS VEHICLE GATE - SEE ARCHITECTURAL PLANS TRANSFORMER - LOCATION TBD 741,214 SF 17.02 AC QUANTITY HEIGHT 15 UNITS 2-STORY / 35' 15 UNITS HOMES PERCENTAGE 30 10% 120 40% 120 40% 30 10% 300 100% RURAL DEVELOPMENT TRANSITIONAL URBAN HIGH-DENSITY PLANNED UNIT (HDR.PUD) 120 GARAGES 1 42 GARAGES 163 GARAGES 525 SPACES 399 SPACES 562 SPACES 1.87 0.29 17 SPACES (24 ADA) XX XX THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. CONCRETE SIDEWALK DETAILS A B C D E F G B-612 CONCRETE CURB AND GUTTER - SEE SHEET C9.0101 B-618 CONCRETE CURB AND GUTTER - SEE SHEET C9.0102 TAPERED CURB - SEE SHEET C9.0103 4' SIDEWALK - SEE SHEET C9.0104 5' SIDEWALK - SEE SHEET C9.0105 STOP SIGN - SEE SHEET C9.0106 ACCESSIBLE PARKING SIGN - SEE SHEET C9.0107 ACCESSIBLE PARKING STALL - SEE SHEET C9.0108 ARCHITECTURAL CONCRETE DETAIL XX CHAIN LINK FENCE - SEE ARCHITECTURAL PLANSH DECORATIVE WOODEN FENCE - SEE ARCHITECTURAL PLANSI CHAIN LINK FENCE DECORATIVE WOODEN FENCE AIR CONDITIONING UNIT VALLEY GUTTER - SEE SHEET C9.0109 BITUMINOUS PATHJ HUDSON BLVD N B20E BLDG 5B FFE=1006.35 GFE=1006.02 B20E BLDG 6A FFE=XXX.X GFE=XXX.X B20E BLDG 8A FFE=1004.85 GFE=1004.52 B20E BLDG 7B FFE=1004.60 GFE=1004.27 B20E BLDG 4B FFE=1006.65 GFE=1006.32 B20E BLDG 3A FFE=1006.20 GFE=1005.87 B20E BLDG 2B FFE=1005.47 GFE=1005.14 B20E BLDG 1A FFE=1005.50 GFE=1005.17 B20E BLDG 14A FFE=1001.75 GFE=1001.42 B20E BLDG 9B FFE=1003.00 GFE=1002.67 B20E BLDG 11B FFE=1003.00 GFE=1002.67 B20E BLDG 10A FFE=1002.50 GFE=1002.17 B20E BLDG 12A FFE=1003.00 GFE=1002.67 B20E BLDG 13B FFE=1002.50 GFE=1002.17 6G GFE=1004.95 6G GFE=1004.05 6G GFE=1001.90 6G GFE=1001.85 6G GFE=1001.85 6GS-2 GFE=1000.50 MG-P GFE=1000.90 CLUBHOUSE FFE=1005.00 B20E BLDG 6B FFE=1006.10 GFE=1005.77 ADA B20E BLDG 15B FFE=1002.20 GFE=1001.87 1004.85 1004.85 1006.351006.35 1006.35 1006.35 1006.35 1006.65 1006.65 1006.65 1006.65 1006.65 1004.60 1004.60 1004.85 1004.85 1006.021006.02 1006.32 1006.32 1006.101006.10 1006.10 1006.10 1006.10 1005.771005.77 1004.60 1004.60 1004.60 1004.271004.27 1004.85 1004.521004.52 1006.20 1006.20 1006.20 1006.20 1006.20 1005.87 1005.87 1003.00 1003.00 1003.00 1003.00 1002.501002.50 1002.50 1002.50 1002.50 1002.501002.50 1002.50 1002.50 1002.50 1003.00 1003.00 1003.00 1003.00 1003.00 1003.00 1002.671002.67 1003.00 1003.00 1003.00 1003.00 1003.00 1002.671002.67 1002.171002.17 1002.67 1002.67 1002.171002.17 1005.50 1005.50 1005.50 1005.50 1005.50 1005.17 1005.17 1002.20 1002.20 1002.20 1002.20 1002.20 1001.871001.87 1005.47 1005.47 1005.47 1005.47 1005.47 1005.14 1005.14 1005.00 1005.00 1005.00 1005.00 1001.42 1001.42 1001.75 1001.75 1001.75 1001.75 1001.75 1000.901000.90 1000.501000.50 1000.70 1001.851001.851001.851001.901001.901004.051004.051004.951004.95 T W:1005.00 BW:1005.00 T W:1007.5 BW:1006.98 TW:1006.38 BW:1006.26 T W:1005.97 BW:1005.57 T W:1007.06 BW:1005.77 TW:1007.86 BW:1004.29 TW:1005.86 BW:1005.20 T W:1009.77 BW:1005.30 T W:1011.91 BW:1004.94 TW:1013.38 BW:1005.31 TW:1013.93 BW:1005.59 TW:1015.14 BW:1005.65 TW:1016.52 BW:1005.65 TW:1014.01 BW:1005.65 T W:1013.75 BW:1005.66 T W:1014.15 BW:1006.47 T W:1012.17 BW:1008.99 T W:1011.32 BW:1011.19 TW:1000.00 BW:999.88 T W:998.78 BW:995.98 T W:998.64 BW:995.45 TW:995.05 BW:994.95 TW:999.89 BW:992.57 T W:1000.22 BW:990.26 T W:1000.12 BW:989.36 T W:998.45 BW:987.00 T W:999.23 BW:990.00 T W:1000.00 BW:993.00 TW:1000.03 BW:993.38 T W:997.87 BW:993.96 25' B U F F E R 50' B U F F E R Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client CONTINENTAL 483 FUND LLC W134 N8675 EXECUTIVE PARKWAY MENOMONEE FALLS, WI 53051 SPRINGS AT LAKE ELMO LAKE ELMO, MINNESOTA 9955 HUDSON BOULEVARD NORTH EAV CJL EAV PRELIMINARY 4/12/2019 21654 Registration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 4/12/201954914 Eric A. Vogel PREL I M I N A R Y 4/12/2019 CITY SUBMITTAL SCALE IN FEET 0 10050 NORTH Apr 12, 2019 - 3:12pm - User:clichty L:\PROJECTS\21654\CAD\Civil\Sheets\21654-C4-GRAD.dwg C4.01 GRADING PLAN 1.PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE. 2.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT “GUTTER OUT” WHERE WATER DRAINS AWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS “GUTTER IN” CURB. 3.ALL GRADIENT ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE IN 2.08% (1:48). CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. COORDINATE ALL WORK WITH PAVING CONTRACTOR. 4.CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 5.SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 6.CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. A GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY: COMPANY: INTERTEK-PSI ADDRESS: 2915 WATERS ROAD, SUITE 112 EAGAN, MN 55121 PHONE: 651-646-8148 DATED: FEBRUARY 11, 2019 CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT. 7.CONTRACTOR SHALL COMPLETE DEWATERING AS REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION. 8.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL SHALL BE PERFORMED ON THE STREET AND PARKING AREA SUBGRADE. CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. 9.REPLACE ALL SUBGRADE SOIL DISTURBED DURING THE CONSTRUCTION THAT HAVE BECOME UNSUITABLE AND WILL NOT PASS A TEST ROLL. REMOVE UNSUITABLE SOIL FROM THE SITE AND IMPORT SUITABLE SOIL AT NO ADDITIONAL COST TO THE OWNER. 10.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 11.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES. 12.TRENCH BORROW CONSTRUCTION: IF ALLOWED BY THE OWNER, CONTRACTOR SHALL COMPLETE “TRENCH BORROW” EXCAVATION IN AREAS DIRECTED BY THE ENGINEER IN ORDER TO OBTAIN STRUCTURAL MATERIAL. TREES SHALL NOT BE REMOVED OR DAMAGED AS A RESULT OF THE EXCAVATION, UNLESS APPROVED BY THE ENGINEER. THE EXCAVATION SHALL COMMENCE A MINIMUM OF 10 FEET FROM THE LIMIT OF THE BUILDING PAD. THE EXCAVATION FROM THIS LIMIT SHALL EXTEND AT A MINIMUM SLOPE OF 1 FOOT HORIZONTAL TO 1 FOOT VERTICAL (1:1) DOWNWARD AND OUTWARD FROM THE FINISHED SURFACE GRADE ELEVATION. THE TRENCH BORROW EXCAVATION SHALL BE BACKFILLED TO THE PROPOSED FINISHED GRADE ELEVATION, AND SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE QUALITY COMPACTION METHOD AS OUTLINED IN MN/DOT SPECIFICATION 2105.3F2. SNOW FENCE SHALL BE FURNISHED AND PLACED ALONG THE PERIMETER OF THE TRENCH BORROW AREA WHERE THE SLOPES EXCEED 2 FOOT HORIZONTAL TO 1 FOOT VERTICAL (2:1). 13.FINISHED GRADING SHALL BE COMPLETED, CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED, ERODED OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. 14.TOLERANCES 14.a.THE RESIDENTIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. 14.b.THE COMMERCIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. 14.c.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. 14.d.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 14.e.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. 15.AFTER THE SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. 16.CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY HAUL ROADS THAT MAY BE REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION AND SHALL INDICATE HAUL ROADS ON EROSION AND SEDIMENT CONTROL “SITE MAP”. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY OF EACH ROADWAY. CONTRACTOR SHALL POST WHATEVER SECURITY, AND COMPLY WITH ALL CONDITIONS WHICH ARE REQUIRED BY EACH GOVERNING AUTHORITY OF EACH ROADWAY. 17.DISTURBED AREAS WITHIN WETLAND MITIGATION SITE AND ANY DISTURBED AREAS WITHIN THE WETLAND SHALL BE RESTORED WITH 6 TO 12 INCHES OF ORGANIC SOILS, PREFERABLY SOILS THAT WERE PREVIOUSLY REMOVED FROM WETLAND AREAS. SEEDING IN THE WETLAND MITIGATION AREAS ABOVE THE NORMAL WATER LEVEL SHALL BE MN STATE SEED MIX 34-271, WET MEADOW SOUTH AND WEST, OR APPROVED EQUAL. FOR STATE SEED MIXES, OATS AND WINTER WHEAT SHOULD BE SELECTED BASED ON THE TIME OF YEAR THAT THE MIX IS BEING USED. OATS SHOULD BE INCLUDED IN MIXES IF BEING USED BETWEEN OCTOBER 15TH AND AUGUST 1ST. WINTER WHEAT SHOULD BE USED BETWEEN AUGUST 1ST AND OCTOBER 15TH. THE SEEDING RATE IS THE SAME FOR OATS AND WINTER WHEAT. MIX 34-271 SHOULD BE APPLIED AT 12 POUNDS PER ACRE. SEED SHALL BE WATERED UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED. 18.FILL PLACED WITHIN THE BUILDING PAD AREAS SHALL BE IN CONFORMANCE WITH HUD/FHA PROCEDURES AND DATA SHEET 79G. 19.RETAINING WALL(S) SHALL BE CONSTRUCTED OF _________________ (MODULAR BLOCK, TREATED TIMBER, BOULDER, ETC.) MATERIAL. CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND LOCAL AUTHORITY CERTIFIED ENGINEERING DRAWINGS, DESIGN CALCULATIONS AND SOIL BORINGS. THE CERTIFIED ENGINEER FOR THE RETAINING WALL(S) SHALL PROVIDE CONSTRUCTION OBSERVATIONS OF THE RETAINING WALL IMPROVEMENT, AND A LETTER CERTIFYING THE INSTALLATION OF THE WALL(S) WAS CONSTRUCTED IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. 902.5 X 902 SPOT ELEVATION CONTOUR RIP RAP OVERFLOW ELEV. CURB & GUTTER BUILDING RETAINING WALL PROPERTY LIMIT EXISTINGPROPOSED LEGEND WETLAND LIMITS TREELINE STORM SEWER SOIL BORINGS GRADING NOTES DRAINTILE EOF 902.5 D THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 25' B U F F E R 50' B U F F E R HUDSON BLVD N Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client CONTINENTAL 483 FUND LLC W134 N8675 EXECUTIVE PARKWAY MENOMONEE FALLS, WI 53051 SPRINGS AT LAKE ELMO LAKE ELMO, MINNESOTA 9955 HUDSON BOULEVARD NORTH EAV CJL EAV PRELIMINARY 4/12/2019 21654 Registration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 4/12/201954914 Eric A. Vogel PREL I M I N A R Y 4/12/2019 CITY SUBMITTAL SCALE IN FEET 0 10050 NORTH Apr 12, 2019 - 3:12pm - User:clichty L:\PROJECTS\21654\CAD\Civil\Sheets\21654-C5-EROS.dwg C5.01 EROSION CONTROL PHASE I THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE. EROSION CONTROL MATERIALS QUANTITIES ITEM UNIT QUANTITY SILT FENCE LINEAR FEET 4183 SILT DIKE LINEAR FEET 0 BIO-ROLL LINEAR FEET 6 CONSTRUCTION ENTRANCE UNIT 1 NOTE TO CONTRACTOR THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. * REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCE NOTES, LOCATION MAPS, AND STANDARD DETAILS TEMPORARY STABILIZATION MEASURES (SEED, MULCH, MATS OR BLANKETS AS OUTLINED IN THE SWPPP) TEMPORARY STORAGE AND PARKING AREA DIRECTION OF OVERLAND FLOW TEMPORARY DIVERSION DITCH LIMITS OF DRAINAGE SUB-BASIN INLET PROTECTION DEVICE 1 INLET PROTECTION DEVICE 2 TEMPORARY STONE CONSTRUCTION ENTRANCE TEMPORARY SEDIMENT BASIN LIMITS OF DISTURBANCE OVERFLOW ELEV. CONTOUR CHECK DAM SILT FENCE SOIL BORINGS EXISTINGPROPOSED STORM SEWER CURB & GUTTER DRAINTILE TSM TS SB SILT DIKE BIO-ROLL LEGEND IP-1 EOF 902.5 D 902 SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE CONSTRUCTION SEQUENCE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN TEMPORARY CONTROL MEASURES STRIP & STOCKPILE TOPSOIL ROUGH GRADE / SEDIMENT CONTROL TEMPORARY CONSTRUCTION ROADS FOUNDATION / BUILDING CONSTRUCTION SITE CONSTRUCTION PERMANENT CONTROL STRUCTURES FINISH GRADING LANDSCAPING / SEED / FINAL STABILIZATION STORM FACILITIES NOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE B20E BLDG 5B FFE=1006.35 GFE=1006.02 B20E BLDG 6A FFE=XXX.X GFE=XXX.X B20E BLDG 8A FFE=1004.85 GFE=1004.52 B20E BLDG 7B FFE=1004.60 GFE=1004.27 B20E BLDG 4B FFE=1006.65 GFE=1006.32 B20E BLDG 3A FFE=1006.20 GFE=1005.87 B20E BLDG 2B FFE=1005.47 GFE=1005.14 B20E BLDG 1A FFE=1005.50 GFE=1005.17 B20E BLDG 14A FFE=1001.75 GFE=1001.42 B20E BLDG 9B FFE=1003.00 GFE=1002.67 B20E BLDG 11B FFE=1003.00 GFE=1002.67 B20E BLDG 10A FFE=1002.50 GFE=1002.17 B20E BLDG 12A FFE=1003.00 GFE=1002.67 B20E BLDG 13B FFE=1002.50 GFE=1002.17 6G GFE=1004.95 6G GFE=1004.05 6G GFE=1001.90 6G GFE=1001.85 6G GFE=1001.85 6GS-2 GFE=1000.50 MG-P GFE=1000.90 CLUBHOUSE FFE=1005.00 B20E BLDG 6B FFE=1006.10 GFE=1005.77 ADA B20E BLDG 15B FFE=1002.20 GFE=1001.87 1004.85 1004.85 1006.351006.35 1006.35 1006.35 1006.35 1006.65 1006.65 1006.65 1006.65 1006.65 1004.60 1004.60 1004.85 1004.85 1006.021006.02 1006.32 1006.32 1006.101006.10 1006.10 1006.10 1006.10 1005.771005.77 1004.60 1004.60 1004.60 1004.271004.27 1004.85 1004.521004.52 1006.20 1006.20 1006.20 1006.20 1006.20 1005.87 1005.87 1003.00 1003.00 1003.00 1003.00 1002.501002.50 1002.50 1002.50 1002.50 1002.501002.50 1002.50 1002.50 1002.50 1003.00 1003.00 1003.00 1003.00 1003.00 1003.00 1002.671002.67 1003.00 1003.00 1003.00 1003.00 1003.00 1002.671002.67 1002.171002.17 1002.67 1002.67 1002.171002.17 1005.50 1005.50 1005.50 1005.50 1005.50 1005.17 1005.17 1002.20 1002.20 1002.20 1002.20 1002.20 1001.871001.87 1005.47 1005.47 1005.47 1005.47 1005.47 1005.14 1005.14 1005.00 1005.00 1005.00 1005.00 1001.42 1001.42 1001.75 1001.75 1001.75 1001.75 1001.75 1000.901000.90 1000.501000.50 1000.70 1001.851001.851001.851001.901001.901004.051004.051004.951004.95 25' B U F F E R 50' B U F F E R HUDSON BLVD N Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client CONTINENTAL 483 FUND LLC W134 N8675 EXECUTIVE PARKWAY MENOMONEE FALLS, WI 53051 SPRINGS AT LAKE ELMO LAKE ELMO, MINNESOTA 9955 HUDSON BOULEVARD NORTH EAV CJL EAV PRELIMINARY 4/12/2019 21654 Registration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 4/12/201954914 Eric A. Vogel PREL I M I N A R Y 4/12/2019 CITY SUBMITTAL SCALE IN FEET 0 10050 NORTH Apr 12, 2019 - 3:13pm - User:clichty L:\PROJECTS\21654\CAD\Civil\Sheets\21654-C5-EROS.dwg C5.02 EROSION CONTROL PHASE II TEMPORARY STABILIZATION MEASURES (SEED, MULCH, MATS OR BLANKETS AS OUTLINED IN THE SWPPP) TEMPORARY STORAGE AND PARKING AREA DIRECTION OF OVERLAND FLOW TEMPORARY DIVERSION DITCH LIMITS OF DRAINAGE SUB-BASIN INLET PROTECTION DEVICE 1 INLET PROTECTION DEVICE 2 TEMPORARY STONE CONSTRUCTION ENTRANCE TEMPORARY SEDIMENT BASIN LIMITS OF DISTURBANCE OVERFLOW ELEV. CONTOUR CHECK DAM SILT FENCE SOIL BORINGS EXISTINGPROPOSED STORM SEWER CURB & GUTTER DRAINTILE SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE CONSTRUCTION SEQUENCE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN TEMPORARY CONTROL MEASURES STRIP & STOCKPILE TOPSOIL ROUGH GRADE / SEDIMENT CONTROL TEMPORARY CONSTRUCTION ROADS FOUNDATION / BUILDING CONSTRUCTION SITE CONSTRUCTION PERMANENT CONTROL STRUCTURES FINISH GRADING LANDSCAPING / SEED / FINAL STABILIZATION STORM FACILITIES NOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE. TSM TS SB EROSION CONTROL MATERIALS QUANTITIES ITEM UNIT QUANTITY SILT FENCE LINEAR FEET 2360 SILT DIKE LINEAR FEET 493 CONSTRUCTION ENTRANCE UNIT 1 INLET PROTECTION DEVICE (IP-1)UNIT 51 INLET PROTECTION DEVICE (IP-2)UNIT 51 SILT DIKE BIO-ROLL LEGENDNOTE TO CONTRACTOR IP-1 EOF 902.5 D THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 902 * REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCE NOTES, LOCATION MAPS, AND STANDARD DETAILS UNDERGROUND STORM SEWER SYSTEM IP1 IP2 IP1 IP2 IP1 IP2 IP1 IP2 IP1 IP2 IP1 IP2IP1IP2 IP1 IP2 IP1 IP2 IP1 IP2 IP1 IP2 IP1 IP2 IP1 IP2 IP1 IP2 IP1 IP2 IP1 IP2 IP1 IP2 IP1 IP2IP1IP2 IP1 IP2 IP1 IP2 IP1 IP2 IP1 IP2 IP1 IP2 IP1 IP2 IP1 IP2 IP1 IP2 IP1 IP2 IP1 IP2 IP1 IP2IP1IP2 IP1 IP2 IP1 IP2IP1IP2 IP1 IP2 IP1 IP2IP1IP2 IP1 IP2IP1IP2IP1IP2 IP1 IP2 IP1 IP2 IP1 IP2 IP1 IP2 IP1 IP2 IP1 IP2 IP1 IP2 IP1 IP2 IP1 IP2 IP1 IP2 IP1 IP2 Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client CONTINENTAL 483 FUND LLC W134 N8675 EXECUTIVE PARKWAY MENOMONEE FALLS, WI 53051 SPRINGS AT LAKE ELMO LAKE ELMO, MINNESOTA 9955 HUDSON BOULEVARD NORTH EAV CJL EAV PRELIMINARY 4/12/2019 21654 Registration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 4/12/201954914 Eric A. Vogel PREL I M I N A R Y 4/12/2019 CITY SUBMITTAL Apr 12, 2019 - 3:13pm - User:clichty L:\PROJECTS\21654\CAD\Civil\Sheets\21654-C5-EROS.dwg C5.03 EROSION CONTROL NOTES AND DETAILS ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. THE DESIGNATED CONTACT PERSON NOTED ON THIS PLAN MUST ROUTINELY INSPECT THE CONSTRUCTION ON SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1.ALL SILT FENCES MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE FENCE. THESE REPAIRS MUST BE MADE WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. 2.TEMPORARY AND PERMANENT SEDIMENTATION BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS (SEE PART 10.1-10.5 OF THE GENERAL PERMIT). 3.SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BE INSPECTED FOR EVIDENCE OF SEDIMENT BEING DEPOSITED BY EROSION. CONTRACTOR MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS, AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. THE REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. CONTRACTOR SHALL USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) CALENDAR DAYS OF OBTAINING ACCESS. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK. 4.CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MUST BE REMOVED FROM ALL OFF-SITE PAVED SURFACES, WITHIN 24 HOURS OF DISCOVERY, OR IF APPLICABLE, WITHIN A SHORTER TIME TO COMPLY WITH PART 9.11-9.12 OF THE GENERAL PERMIT. 5.CONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS, AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THE PERMITTEE(S) ARE RESPONSIBLE UNTIL ANOTHER PERMITTEE HAS ASSUMED CONTROL (ACCORDING TO PART 3.1 TO 3.8 OF THE MPCA GENERAL PERMIT) OVER ALL AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED OR THE SITE HAS UNDERGONE FINAL STABILIZATION, AND A (N.O.T.) HAS BEEN SUBMITTED TO THE MPCA. 6.IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IN A MANNER AND AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS (E.G., FUGITIVE SEDIMENT IN STREETS COULD BE WASHED INTO STORM SEWERS BY THE NEXT RAIN AND/OR POSE A SAFETY HAZARD TO USERS OF PUBLIC STREETS). 7.ALL INFILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTIVITIES IS REACHING THE INFILTRATION AREA AND THESE AREAS ARE PROTECTED FROM COMPACTION DUE TO CONSTRUCTION EQUIPMENT DRIVING ACROSS THE INFILTRATION AREA. 1.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. WHERE A CONFLICT EXISTS BETWEEN LOCAL JURISDICTIONAL STANDARD SPECIFICATIONS AND SAMBATEK STANDARD SPECIFICATIONS, THE MORE STRINGENT SPECIFICATION SHALL APPLY. 2.THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IS COMPRISED OF THIS DRAWING (EROSION & SEDIMENTATION CONTROL PLAN-ESC PLAN), THE STANDARD DETAILS, THE PLAN NARRATIVE, AND ITS APPENDICES, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING & SUBMITTING THE APPLICATION FOR THE MPCA GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE SWPPP AND THE STATE OF MINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT, ISSUED AUGUST 1, 2018) AND BECOME FAMILIAR WITH THE CONTENTS. THE SWPPP AND ALL OTHER RELATED DOCUMENTS MUST BE KEPT AT THE SITE DURING CONSTRUCTION. (NOTE TO THE PREPARER: EDIT APPLICATION PROCESS PER PROJECT REQUIREMENTS) 4.CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED BY THE SWPPP & PERMITS. CONTRACTOR SHALL OVERSEE THE INSPECTION & MAINTENANCE OF THE BMP'S AND EROSION PREVENTION FROM BEGINNING OF CONSTRUCTION AND UNTIL CONSTRUCTION IS COMPLETED, IS APPROVED BY ALL AUTHORITIES, AND THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA BY EITHER THE OWNER OR OPERATOR AS APPROVED ON PERMIT. ADDITIONAL BMP'S SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. (NOTE TO THE PREPARER: REVISE INSPECTION RESPONSIBILITY PER OPTIONS IN SWPPP NARRATIVE (SECTION 02370)) 5.CONTRACTOR SHALL COMPLY WITH TRAINING REQUIREMENTS IN PART 21.1-21.3 OF THE GENERAL PERMIT. 6.BMP'S AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. 7.ESC PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. 8.CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THE ESC PLANS SHALL BE CLEARLY DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. GROUND DISTURBING ACTIVITIES MUST NOT OCCUR OUTSIDE THE LIMITS OF DISTURBANCE. 9.GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 10.ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) MUST BE LIMITED TO A DEFINED AREA OF THE SITE AND SHALL BE CONTAINED AND PROPERLY TREATED OR DISPOSED. NO ENGINE DEGREASING IS ALLOWED ON SITE. 11.ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK-PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER. A COMPACTED CLAY LINER IS NOT ACCEPTABLE. THE LIQUID AND SOLID WASTES MUST NOT CONTACT THE GROUND, AND THERE MUST NOT BE RUNOFF FROM THE CONCRETE WASHOUT OPERATIONS OR AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA REGULATIONS. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES. SELF-CONTAINED CONCRETE WASHOUTS ON CONCRETE DELIVERY TRUCKS ARE ALLOWED. 12.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 13.DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 14.SOLID WASTE: COLLECTED SEDIMENT, ASPHALT & CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION & DEMOLITION DEBRIS & OTHER WASTES MUST BE DISPOSED OF PROPERLY & MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 15.HAZARDOUS MATERIALS: OIL, GASOLINE, PAINT & ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE & DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. 16.ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THE SWPPP, SHALL BE INITIATED AS SOON AS PRACTICABLE AND PRIOR TO SOIL DISTURBING ACTIVITIES UPSLOPE. 17.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED SHALL BE TEMPORARILY SEEDED, WITHIN 14 DAYS OF INACTIVITY. SEEDING SHALL BE IN ACCORDANCE WITH MN/DOT SEED MIXTURE NUMBER 21-111 OR 21-112 DEPENDING ON THE SEASON OF PLANTING ( SEE MN/DOT SPECIFICATION SECTION 2575.3) SEEDING METHOD AND APPLICATION RATE SHALL CONFORM TO MN/DOT SPECIFICATION SECTION 2575.3. TEMPORARY MULCH SHALL BE APPLIED IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION 2575.3F1 AND 2575.3G. ALTERNATIVELY, HYDRAULIC SOIL STABILIZER IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION 2575.3H MAY BE USED IN PLACE OF TEMPORARY MULCH. 18.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED. THESE AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE TIME TABLE DESCRIBED ABOVE. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN FOR VEGETATIVE COVER. (NOTE TO THE PREPARER: WHERE PERMANENT SEEDING IS NOT CALLED OUT IN THE GRADING AND/ OR LANDSCAPE PLAN, REPLACE THE LAST SENTENCE IN THIS ITEM WITH THE FOLLOWING: SEED WET PONDS WITH MN/DOT SEED MIXTURE 310 "NATIVE WET TALL" BELOW THE HWL. SEED ALL OTHER AREAS WITH SEED MIXTURE 260 "COMMERCIAL TURF". SEEDING METHOD AND APPLICATION RATE SHALL CONFORM TO MN/DOT SPECIFICATION SECTION 2573.3.) 19.CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT FROM CONVEYANCES & FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES, OR DRAINAGEWAYS DISCHARGING OFF-SITE OR TO SURFACE WATERS. THE CLEANOUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. 20.ON-SITE & OFF-SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BMP'S. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. 21.TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS & CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB & GUTTER SYSTEMS OR CONDUITS & DITCHES. 22.SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 23.DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, CHECK DAMS, INLET PROTECTION DEVICES, ETC.) TO PREVENT EROSION. 24.ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. DEVELOPER/OWNER: INTERTEK-PSI 2915 WATERS ROAD, SUITE 112 EAGAN, MN 55121 651-646-8148 SITE OPERATOR / GENERAL CONTRACTOR SUPERINTENDENT: CROSS BRACE MI N . 15 " 18 " MA X . 2" X 4" STAKE 3' M I N . DROP INLET WITH GRATE 2" X 4" WOOD (TYP.) 5' MIN. SECURELY FASTEN OVERLAPPING ENDS OF SILT FENCE MATERIAL TO ADJACENT STAKES WITH THREE WIRE TIES OR OTHER FASTENERS ATTACH THE WOVEN WIRE FENCE TO EACH POST WITH THREE WIRE TIES OR OTHER FASTENERS (SEE NOTE 1) 1. ATTACH THE WOVEN WIRE FENCE TO EACH POST AND THE GEOTEXTILE TO THE WOVEN WIRE FENCE (SPACED EVERY 30") WITH THREE WIRE TIES OR OTHER FASTENERS, ALL SPACED WITHIN THE TOP 8" OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST 1" VERTICALLY APART. 2. WHEN TWO SECTIONS OF SILT FENCE MATERIAL ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED ACROSS TWO POSTS. 3. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE SWPPP. DEPTH OF ACCUMULATED SEDIMENTS MAY NOT EXCEED ONE-HALF THE HEIGHT OF THE FABRIC. MAINTENANCE CLEANOUT MUST BE CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ONE-HALF THE HEIGHT OF THE SILT FENCE MATERIAL ABOVE GRADE. 4. ALL SILT FENCE INLETS SHALL INCLUDE WIRE SUPPORT. OVERLAP 5' MIN. SILT FENCE MATERIAL TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH THREE TIES SPACED AT 30" ON CENTER (SEE NOTE 1) DEFLECTOR PLATE OVERFLOW 2 - TOP OF CURB BOX OVERFLOW 1 - CENTER OF FILTER ASSEMBLY 10" FILTER ASSEMBLY CURB CG 3067 HIGH-FLOW FABRIC MIRAFI FF101 ROAD DRAIN CASTING APPLICABILTY ·NEENAH R-3067 ·NEENAH R-3512 NOT TO SCALE 5 0 ' M I N . ROAD 6" M I N . CONSTRUCT 2' HIGH BERM WITH MAXIMUM SIDE SLOPE OF 4:1 2" TO 3" GRAVEL NOTE: ROCK EXITS SHALL BE INSTALLED PRIOR TO THE START OF ANY SITE WORK. ROCK EXITS SHALL BE INSPECTED FOLLOWING EACH RAINFALL. MAINTENANCE OF ROCK EXITS SHALL INCLUDE A TOP DRESSING OF NEW GRAVEL, OR REMOVAL AND REPLACEMENT OF THE GRAVEL AS NEEDED, TO KEEP THE EXITS FREE FROM COLLECTED MUD. AS REQU I R E D M I N 0 . 5 % G R A D E 8' X 8' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA 2'-0" MIN BERM AROUND PERIMETER GROUND SURFACE 12" MIN 12" MIN COMPACTED EMBANKMENT MATERIAL (TYP.)3:1 OR FLATTER SIDE SLOPES NOTES: 1.CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2.CONCRETE WASHOUT AREA SHALL BE LINED WITH MINIMUM 10 MIL THICK PLASTIC LINER. 3.VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT. 4.SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 5.THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 6.AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE. 7.WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. WOVEN WIRE FENCE WITH SILT FENCE MATERIAL COVER EXTEND WIRE FENCE A MIN. OF 3" INTO GROUND EXTEND SILT FENCE MATERIAL A MIN. OF 1'-0" INTO GROUND EROSION & SEDIMENTATION CONTROL NOTES & DETAILS / "SITE MAP" SITE LOCATION MAP NOT TO SCALE USGS MAP GENERAL EROSION NOTES: NOT TO SCALE ROCK EXIT DRIVE NOT TO SCALE CONCRETE WASHOUT AREA ROAD DRAIN INLET PROTECTION (IP-2)SILT FENCE INLET PROTECTION (IP-1) NOT TO SCALE POSTS: 2 X 4 WOODEN STAKE FENCE: WOVEN WIRE, 14-1/2 GA., 6" MAX. MESH OPENING FABRIC: IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION. NOT TO SCALE PHASE I: 1.INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2.PREPARE TEMPORARY PARKING AND STORAGE AREA. 3.CONSTRUCT THE SILT FENCES ON THE SITE. 4. INSTALL INLET PROTECTION DEVICES ON EXISTING STORM STRUCTURES, AS SHOWN ON THE PLAN. 5.CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS, AS REQUIRED. 6. HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANT TO PERFORM INSPECTION OF BMPs. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE-CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. 7. CLEAR AND GRUB THE SITE. 8. BEGIN GRADING THE SITE. 9. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. PHASE II: 1.TEMPORARILY SEED DENUDED AREAS. 2.INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 3.INSTALL RIP RAP AROUND OUTLET STRUCTURES. 4.INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 5.PREPARE SITE FOR PAVING. 6.PAVE SITE. 7.INSTALL INLET PROTECTION DEVICES. 8.COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 9.REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACT AREA SUMMARY IN ACRES PAVEMENT AREA 6.56 AC± BUILDING AREA 4.67 AC± SEEDED AREA 5.79 AC± TOTAL DISTURBED 17.02 AC± PRE - CONSTRUCTION IMPERVIOUS 0.05 AC± POST - CONSTRUCTION IMPERVIOUS 11.23 AC± SEQUENCE OF CONSTRUCTION FRAME MAINTENANCE NOTES: SITE COMMERCE DR 94 19 TAMARACK RD WO O D B U R Y D R HUD S O N R D 10 SITE HUDSON BLVD N B20E BLDG 5B FFE=1006.35 GFE=1006.02 B20E BLDG 6A FFE=XXX.X GFE=XXX.X B20E BLDG 8A FFE=1004.85 GFE=1004.52 B20E BLDG 7B FFE=1004.60 GFE=1004.27 B20E BLDG 4B FFE=1006.65 GFE=1006.32 B20E BLDG 3A FFE=1006.20 GFE=1005.87 B20E BLDG 2B FFE=1005.47 GFE=1005.14 B20E BLDG 1A FFE=1005.50 GFE=1005.17 B20E BLDG 14A FFE=1001.75 GFE=1001.42 B20E BLDG 9B FFE=1003.00 GFE=1002.67 B20E BLDG 11B FFE=1003.00 GFE=1002.67 B20E BLDG 10A FFE=1002.50 GFE=1002.17 B20E BLDG 12A FFE=1003.00 GFE=1002.67 B20E BLDG 13B FFE=1002.50 GFE=1002.17 6G GFE=1004.95 6G GFE=1004.05 6G GFE=1001.90 6G GFE=1001.85 6G GFE=1001.85 6GS-2 GFE=1000.50 MG-P GFE=1000.90 CLUBHOUSE FFE=1005.00 B20E BLDG 6B FFE=1006.10 GFE=1005.77 ADA B20E BLDG 15B FFE=1002.20 GFE=1001.87 25' B U F F E R 50' B U F F E R MH 02 RE=1013.90 IE=987.40 MH 03 RE=1002.41 IE=987.74 MH 04-A RE=1002.53 IE=988.42 MH 04 RE=1002.82 IE=987.99 MH 05 RE=1002.32 IE=988.09 MH 07 RE=1001.54 IE=988.63 MH 09-C RE=XXX.XX IE=990.39 MH 11 RE=998.25 IE=991.12 85 LF - 8" PVC SDR 26 @ 0.40% 26 LF - 8" PVC SDR 26 @ 0.04% 62 LF - 8" PVC SDR 26 @ 0.04% 148 LF - 8" PVC SDR 26 @ 0.04% 109 LF - 8" PVC SDR 26 @ 0.04% 138 LF - 8" PVC SDR 26 @ 0.04% 143 LF - 8" PVC SDR 26 @ 0.04% 216 LF - 8" PVC SDR 26 @ 0.04% 108 LF - 8" PVC SDR 26 @ 0.04% MH 01 RE=1012.40 IE=986.76 161 LF - 8" PVC SDR 26 @ 0.40% 8" CLEANOUT RE=1002.21 IE=988.61 48 LF - 8" PVC SDR 26 @ 0.04% MH 06 RE=1002.07 IE=988.20 MH 08 RE=1000.51 IE=989.14126 LF - 8" PVC SDR 26 @ 0.04% MH 09 RE=999.21 IE=989.69 MH 09-A RE=1000.22 IE=890.25 141 LF - 8" PVC SDR 26 @ 0.04% MH 09-B RE=XXX.XX IE=990.16 118 LF - 8" PVC SDR 26 @ 0.04% 57 LF - 8" PVC SDR 26 @ 0.04% MH 10 RE=998.83 IE=990.26 63 LF - 8" PVC SDR 26 @ 0.04% MH 11-A RE=999.25 IE=991.38 MH 11-B RE=999.50 IE=991.82 112 LF - 8" PVC SDR 26 @ 0.04% HYDRANT 6" GATE VALVE 8" x 6" TEE HYDRANT 6" GATE VALVE 8" x 6" TEE HYDRANT 6" GATE VALVE 8" x 6" TEE HYDRANT 6" GATE VALVE 8" x 6" TEE HYDRANT 6" GATE VALVE 8" x 6" TEE HYDRANT 6" GATE VALVE 8" x 6" TEE HYDRANT 6" GATE VALVE 8" x 6" TEE HYDRANT 6" GATE VALVE 8" x 6" TEE HYDRANT 6" GATE VALVE 8" x 6" TEE HYDRANT 6" GATE VALVE 8" x 6" TEE HYDRANT 6" GATE VALVE 8" x 6" TEE 8" W A T E R M A I N 8" WATERMAIN 8" WATERMAIN8" WATERMAIN 8" WATERMAIN 8" WATERMAIN 8" WATERMAIN 8" W A T E R M A I N CONNECT TO EXISTING 12" WATERMAIN WITH 12" x 8" TEE WITH GATE VALVE CONNECT TO EXISTING 12" WATERMAIN WITH 12" x 8" TEE WITH GATE VALVE Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client CONTINENTAL 483 FUND LLC W134 N8675 EXECUTIVE PARKWAY MENOMONEE FALLS, WI 53051 SPRINGS AT LAKE ELMO LAKE ELMO, MINNESOTA 9955 HUDSON BOULEVARD NORTH EAV CJL EAV PRELIMINARY 4/12/2019 21654 Registration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 4/12/201954914 Eric A. Vogel PREL I M I N A R Y 4/12/2019 CITY SUBMITTAL SCALE IN FEET 0 10050 NORTH 1. THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD UTILITIES SPECIFICATIONS" AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), EXCEPT AS MODIFIED HEREIN. CONTRACTOR SHALL OBTAIN A COPY OF THESE SPECIFICATIONS. 1.1. ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY REQUIREMENTS. 1.2. CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE TO OR TAP WATERMAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE THE LIABILITY OF CONTRACTOR. 1.3. A MINIMUM VERTICAL SEPARATION OF 18 INCHES AND HORIZONTAL SEPARATION OF 10-FEET BETWEEN OUTSIDE PIPE DIAMETERS IS REQUIRED AT ALL WATERMAIN AND SEWER MAIN (BUILDING, STORM AND SANITARY) CROSSINGS. 2. ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN. 2.1. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. 2.2. ALL SANITARY SEWER TO BE PVC SDR-35, UNLESS NOTED OTHERWISE. 2.2.1. ALL SANITARY SEWER SERVICES TO BUILDING SHALL BE PVC SCH 40 CONFORMING TO ASTM D2665. 2.3. ALL WATERMAIN TO BE DUCTILE IRON - CLASS 52, UNLESS NOTED OTHERWISE. 2.3.1. ALL WATERMAIN TO HAVE 7.5-FEET OF COVER OVER TOP OF WATERMAIN. 2.3.2. PROVIDE THRUST BLOCKING AND MECHANICAL JOINT RESTRAINTS ON ALL WATERMAIN JOINTS PER CITY STANDARDS. 2.4. ALL STORM SEWER PIPE TO BE SMOOTH INTERIOR DUAL WALL HDPE PIPE WITH WATER TIGHT GASKETS, UNLESS NOTED OTHERWISE. 2.4.1. ALL STORM SEWER PIPE FOR ROOF DRAIN SERVICES TO BUILDING SHALL BE PVC SCH 40 CONFORMING TO ASTM D2665. 2.5. RIP RAP SHALL BE Mn/DOT CLASS 3. 3. COORDINATE ALL BUILDING SERVICE CONNECTION LOCATIONS AND INVERT ELEVATIONS WITH MECHANICAL CONTRACTOR PRIOR TO CONSTRUCTION. 4. ALL BUILDING SERVICE CONNECTIONS (STORM, SANITARY, WATER) WITH FIVE FEET OR LESS COVER ARE TO BE INSULATED FROM BUILDING TO POINT WHERE 5-FEET OF COVER IS ACHIEVED. 5. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 6. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 7. ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION SHALL BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 6 INCHES OF TOPSOIL PLACED BENEATH THE SOD. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 9. ALL SOILS TESTING SHALL BE COMPLETED BY AN INDEPENDENT SOILS ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE SOILS ENGINEER. THE UTILITY BACKFILL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE SOILS ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND SOIL INSPECTIONS WITH THE SOILS ENGINEER. A GEOTECHNICAL ENGINEERING REPORT HAS BEEN COMPLETED BY: COMPANY: INTERTEK-PSI ADDRESS: 2915 WATERS ROAD, SUITE 112 EAGAN, MN 55121 PHONE: 651-646-8148 DATED: FEBRUARY 11, 2019 CONTRACTOR SHALL OBTAIN A COPY OF THIS SOILS REPORT. 11. CONTRACTOR SHALL SUBMIT 2 COPIES OF SHOP DRAWINGS FOR MANHOLE AND CATCH BASIN STRUCTURES TO ENGINEER. CONTRACTOR SHALL ALLOW 5 WORKING DAYS FOR SHOP DRAWING REVIEW. 12. CONTRACTOR AND MATERIAL SUPPLIER SHALL DETERMINE THE MINIMUM DIAMETER REQUIRED FOR EACH STORM SEWER STRUCTURE. 13. (REMOVE IF THERE IS NO UNDERGROUND SYSTEM) THE UNDERGROUND STORMWATER SYSTEM SHOWN ON THE UTILITY PLAN AND THE DETAIL SHEETS IS FOR INFORMATIONAL PURPOSES ONLY AND DEPICTS THE MINIMUM STORAGE REQUIREMENTS AND THE SYSTEM ELEVATIONS. THE CONTRACTOR (WITH THEIR SUPPLIER OR DESIGNER) SHALL SUBMIT DESIGN DRAWINGS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. THE DESIGN DRAWINGS SHALL DEPICT THE FINAL LAYOUT AND DETAILS FOR CONSTRUCTION. THE DRAWINGS SHALL BE CERTIFIED BY A LICENSED ENGINEER FOR THE STATE IN WHICH THE PROJECT IS CONSTRUCTED. THE SUBMITTAL SHALL INCLUDE ALL NECESSARY PRODUCT INFORMATION, DESIGN CALCULATIONS AND BEDDING REQUIREMENTS FOR THE PROPOSED STORMWATER SYSTEM. FOLLOWING CONSTRUCTION, THE CERTIFYING ENGINEER SHALL SUBMIT A LETTER TO THE OWNER AND ENGINEER INDICATING THEY OBSERVED THE INSTALLATION AND THE INSTALLATION OF THE STORMWATER SYSTEM WAS IN CONFORMANCE WITH THE CERTIFIED DRAWINGS. TELEPHONE ELECTRIC GAS LINE FORCEMAIN (SAN.) EASEMENT WATERMAIN SANITARY SEWER EXISTINGPROPOSED STORM SEWER CURB & GUTTER DRAINTILE D S S SLS LEGEND UTILITY CONSTRUCTION NOTES THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Apr 12, 2019 - 3:13pm - User:clichty L:\PROJECTS\21654\CAD\Civil\Sheets\21654-C6-UTIL.dwg C6.01 SANITARY SEWER AND WATERMAIN PLAN HUDSON BLVD N B20E BLDG 5B FFE=1006.35 GFE=1006.02 B20E BLDG 6A FFE=XXX.X GFE=XXX.X B20E BLDG 8A FFE=1004.85 GFE=1004.52 B20E BLDG 7B FFE=1004.60 GFE=1004.27 B20E BLDG 4B FFE=1006.65 GFE=1006.32 B20E BLDG 3A FFE=1006.20 GFE=1005.87 B20E BLDG 2B FFE=1005.47 GFE=1005.14 B20E BLDG 1A FFE=1005.50 GFE=1005.17 B20E BLDG 14A FFE=1001.75 GFE=1001.42 B20E BLDG 9B FFE=1003.00 GFE=1002.67 B20E BLDG 11B FFE=1003.00 GFE=1002.67 B20E BLDG 10A FFE=1002.50 GFE=1002.17 B20E BLDG 12A FFE=1003.00 GFE=1002.67 B20E BLDG 13B FFE=1002.50 GFE=1002.17 6G GFE=1004.95 6G GFE=1004.05 6G GFE=1001.90 6G GFE=1001.85 6G GFE=1001.85 6GS-2 GFE=1000.50 MG-P GFE=1000.90 CLUBHOUSE FFE=1005.00 B20E BLDG 6B FFE=1006.10 GFE=1005.77 ADA B20E BLDG 15B FFE=1002.20 GFE=1001.87 25' B U F F E R 50' B U F F E R UNDERGROUND STORAGE 7 7,885 CF STORAGE 1,360 LF 24" PERFORATED PIPE 340 CY CLEAR STONE UNDERGROUND FILTRATION 1 8,205 CF STORAGE 600 LF 36" PERFORATED PIPE 365 CY CLEAR STONE UNDERGROUND FILTRATION 6 20,430 CF STORAGE 1,440 LF 36" PERFORATED PIPE 892 CY CLEAR STONE 106 LF - 12" STORM @ 0.44% 90 LF - 15" STORM @ 0.40% 80 LF - XX" STORM @ 0.50% 73 LF - XX" STORM @ 0.50% 62 LF - 18" STORM @ 0.40% 57 LF - 15" STORM @ 0.40% 69 LF - 15" STORM @ 0.40% 70 LF - 40" STORM @ 0.40% 36 LF - XX" STORM @ 0.50%90 LF - 15" STORM @ 0.40% 68 LF - 15" STORM @ 0.40% 88 LF - 15" STORM @ 0.40% 100 LF - 21" STORM @ 0.25% 149 LF - 24" STORM @ 0.25% 35 LF - 24" STORM @ 0.25% 76 LF - 36" STORM @ 0.25% 35 LF - 36" STORM @ 0.40% 162 LF - 24" STORM @ 0.40% 65 LF - 21" STORM @ 0.40% 133 LF - 18" STORM @ 0.40% 106 LF - 15" STORM @ 0.50% 74 LF - 15" STORM @ 0.50% 57 LF - 12" STORM @ 0.50% 67 LF - 12" STORM @ 0.50% 78 LF - 18" STORM @ 0.40% 76 LF - 15" STORM @ 0.40% 65 LF - 15" STORM @ 0.40% 9 LF - 36" STORM @ 0.25% 20 LF - 21" STORM @ 0.40% 40 LF - 21" STORM @ 0.40% 56 LF - 21" STORM @ 0.30% 83 LF - 21" STORM @ 0.30% 37 LF - 21" STORM @ 0.30% 44 LF - 36" STORM @ 0.30% CBMH 200 RE=1000.49 IE=992.50 CBMH 300 RE=1000.45 IE=992.63 CBMH 301 RE=1000.43 IE=992.74 CBMH 302 RE=1000.38 IE=992.99 CBMH 303 RE=1000.62 IE=993.16 CBMH 303A RE=1001.14 IE=992.87 CBMH 303B RE=1000.57 IE=993.12 CBMH 303C RE=995.82 IE=993.59 CBMH 303B1 RE=999.96 IE=993.52 CBMH 304 RE=1001.17 IE=993.41 CBMH 305 RE=1001.11 IE=993.64 CBMH 306 RE=1001.00 IE=993.91 CBMH 307 RE=1001.05 IE=994.19 CBMH 400F RE=1000.82 IE=996.94 CBMH 308A RE=1000.98 IE=996.85 CBMH 400E RE=1003.02 IE=996.58 CBMH 400D RE=1003.44 IE=996.31 CBMH 400C RE=1003.89 IE=995.96 CBMH 400B RE=1004.13 IE=995.71 CBMH 400A RE=1003.01 IE=995.34 CBMH 400 RE=1002.15 IE=996.31 STMH 401 RE=1003.40 IE=995.27 CBMH 402 RE=1004.13 IE=995.46 CBMH 403 RE=1004.21 IE=995.55 CBMH 404 RE=1004.49 IE=996.20 CBMH 405 RE=1004.30 IE=996.73 CBMH 406 RE=1004.31 IE=997.10 CBMH 407 RE=1004.50 IE=997.38 CBMH 408 RE=1004.30 IE=997.72 STMH 500 RE=1004.81 IE=996.46 CBMH 501 RE=1004.27 IE=996.62 CBMH 502 RE=1005.01 IE=997.15 CBMH 503 RE=1005.01 IE=997.46 CBMH 504 RE=1005.15 IE=997.77 CBMH 505 RE=1005.06 IE=998.03 44 LF - 36" STORM @ 0.30% CBMH 201 RE=1000.50 IE=992.68 CBMH 202 RE=1000.50 IE=992.68 CBMH 203 RE=998.49 IE=992.76 CBMH 204 RE=1000.78 IE=992.95 CBMH 205 RE=1000.90 IE=993.22 CBMH 206 RE=1000.60 IE=993.39 STMH 207 RE=1001.45 IE=993.52 STMH 208 RE=1001.48 IE=993.87 STMH 209 RE=1001.52 IE=994.31 CBMH 210C RE=1001.85 IE=995.52 CBMH 210B RE=1001.83 IE=995.23 STMH 210A RE=1002.67 IE=994.98 STMH 210 RE=1002.23 IE=994.85 STMH 211 RE=1003.51 IE=995.02 STMH 212 RE=1004.15 IE=996.12 STMH 213 RE=1004.90 IE=996.84 CBMH 214 RE=1004.69 IE=997.16 CBMH 215 RE=1005.62 IE=997.72 30 LF - 36" STORM @ 0.25% 40 LF - XX" STORM @ 0.50% 33 LF - 36" STORM @ 0.25% 75 LF - 36" STORM @ 0.25% 110 LF - 36" STORM @ 0.25% 66 LF - 36" STORM @ 0.25% 53 LF - 36" STORM @ 0.25% 140 LF - 36" STORM @ 0.25%177 LF - 36" STORM @ 0.25% 214 LF - 36" STORM @ 0.25% 70 LF - 36" STORM @ 0.25% 33 LF - 18" STORM @ 0.40% 64 LF - 15" STORM @ 0.40% 72 LF - 18" STORM @ 0.40% 276 LF - 24" STORM @ 0.40% 180 LF - 18" STORM @ 0.50% 78 LF - 15" STORM @ 0.40% 142 LF - 15" STORM @ 0.40% CBMH 101 RE=1001.33 IE=990.00 FES IE=988.61 202 LF - 36" STORM @ 0.69% FES IE=994.94 71 LF - 12" STORM @ 0.74% 105 LF - 12" STORM @ 1.25% UNDERGROUND FILTRATION 2 17,036 CF STORAGE 1200 LF 36" PERFORATED PIPE 749 CY CLEAR STONE UNDERGROUND FILTRATION 3 17,036 CF STORAGE 1200 LF 36" PERFORATED PIPE 749 CY CLEAR STONE UNDERGROUND INFILTRATION 4 11,071 CF STORAGE 500 LF 48" PERFORATED PIPE 440 CY CLEAR STONE UNDERGROUND INFILTRATION 5 7,242 CF STORAGE 300 LF 48" PERFORATED PIPE 292 CY CLEAR STONE UNDERGROUND FILTRATION 8 13,005 CF STORAGE 560 LF 48" PERFORATED PIPE 515 CY CLEAR STONE Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client CONTINENTAL 483 FUND LLC W134 N8675 EXECUTIVE PARKWAY MENOMONEE FALLS, WI 53051 SPRINGS AT LAKE ELMO LAKE ELMO, MINNESOTA 9955 HUDSON BOULEVARD NORTH EAV CJL EAV PRELIMINARY 4/12/2019 21654 Registration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 4/12/201954914 Eric A. Vogel PREL I M I N A R Y 4/12/2019 CITY SUBMITTAL Apr 12, 2019 - 3:13pm - User:clichty L:\PROJECTS\21654\CAD\Civil\Sheets\21654-C6-UTIL.dwg C6.02 STORM SEWER PLAN SCALE IN FEET 0 10050 NORTH 1. THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD UTILITIES SPECIFICATIONS" AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), EXCEPT AS MODIFIED HEREIN. CONTRACTOR SHALL OBTAIN A COPY OF THESE SPECIFICATIONS. 1.1. ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY REQUIREMENTS. 1.2. CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE TO OR TAP WATERMAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE THE LIABILITY OF CONTRACTOR. 1.3. A MINIMUM VERTICAL SEPARATION OF 18 INCHES AND HORIZONTAL SEPARATION OF 10-FEET BETWEEN OUTSIDE PIPE DIAMETERS IS REQUIRED AT ALL WATERMAIN AND SEWER MAIN (BUILDING, STORM AND SANITARY) CROSSINGS. 2. ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN. 2.1. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. 2.2. ALL SANITARY SEWER TO BE PVC SDR-35, UNLESS NOTED OTHERWISE. 2.2.1. ALL SANITARY SEWER SERVICES TO BUILDING SHALL BE PVC SCH 40 CONFORMING TO ASTM D2665. 2.3. ALL WATERMAIN TO BE DUCTILE IRON - CLASS 52, UNLESS NOTED OTHERWISE. 2.3.1. ALL WATERMAIN TO HAVE 7.5-FEET OF COVER OVER TOP OF WATERMAIN. 2.3.2. PROVIDE THRUST BLOCKING AND MECHANICAL JOINT RESTRAINTS ON ALL WATERMAIN JOINTS PER CITY STANDARDS. 2.4. ALL STORM SEWER PIPE TO BE SMOOTH INTERIOR DUAL WALL HDPE PIPE WITH WATER TIGHT GASKETS, UNLESS NOTED OTHERWISE. 2.4.1. ALL STORM SEWER PIPE FOR ROOF DRAIN SERVICES TO BUILDING SHALL BE PVC SCH 40 CONFORMING TO ASTM D2665. 2.5. RIP RAP SHALL BE Mn/DOT CLASS 3. 3. COORDINATE ALL BUILDING SERVICE CONNECTION LOCATIONS AND INVERT ELEVATIONS WITH MECHANICAL CONTRACTOR PRIOR TO CONSTRUCTION. 4. ALL BUILDING SERVICE CONNECTIONS (STORM, SANITARY, WATER) WITH FIVE FEET OR LESS COVER ARE TO BE INSULATED FROM BUILDING TO POINT WHERE 5-FEET OF COVER IS ACHIEVED. 5. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 6. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 7. ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION SHALL BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 6 INCHES OF TOPSOIL PLACED BENEATH THE SOD. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 9. ALL SOILS TESTING SHALL BE COMPLETED BY AN INDEPENDENT SOILS ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE SOILS ENGINEER. THE UTILITY BACKFILL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE SOILS ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND SOIL INSPECTIONS WITH THE SOILS ENGINEER. A GEOTECHNICAL ENGINEERING REPORT HAS BEEN COMPLETED BY: COMPANY: INTERTEK-PSI ADDRESS: 2915 WATERS ROAD, SUITE 112 EAGAN, MN 55121 PHONE: 651-646-8148 DATED: FEBRUARY 11, 2019 CONTRACTOR SHALL OBTAIN A COPY OF THIS SOILS REPORT. 11. CONTRACTOR SHALL SUBMIT 2 COPIES OF SHOP DRAWINGS FOR MANHOLE AND CATCH BASIN STRUCTURES TO ENGINEER. CONTRACTOR SHALL ALLOW 5 WORKING DAYS FOR SHOP DRAWING REVIEW. 12. CONTRACTOR AND MATERIAL SUPPLIER SHALL DETERMINE THE MINIMUM DIAMETER REQUIRED FOR EACH STORM SEWER STRUCTURE. 13. (REMOVE IF THERE IS NO UNDERGROUND SYSTEM) THE UNDERGROUND STORMWATER SYSTEM SHOWN ON THE UTILITY PLAN AND THE DETAIL SHEETS IS FOR INFORMATIONAL PURPOSES ONLY AND DEPICTS THE MINIMUM STORAGE REQUIREMENTS AND THE SYSTEM ELEVATIONS. THE CONTRACTOR (WITH THEIR SUPPLIER OR DESIGNER) SHALL SUBMIT DESIGN DRAWINGS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. THE DESIGN DRAWINGS SHALL DEPICT THE FINAL LAYOUT AND DETAILS FOR CONSTRUCTION. THE DRAWINGS SHALL BE CERTIFIED BY A LICENSED ENGINEER FOR THE STATE IN WHICH THE PROJECT IS CONSTRUCTED. THE SUBMITTAL SHALL INCLUDE ALL NECESSARY PRODUCT INFORMATION, DESIGN CALCULATIONS AND BEDDING REQUIREMENTS FOR THE PROPOSED STORMWATER SYSTEM. FOLLOWING CONSTRUCTION, THE CERTIFYING ENGINEER SHALL SUBMIT A LETTER TO THE OWNER AND ENGINEER INDICATING THEY OBSERVED THE INSTALLATION AND THE INSTALLATION OF THE STORMWATER SYSTEM WAS IN CONFORMANCE WITH THE CERTIFIED DRAWINGS. TELEPHONE ELECTRIC GAS LINE FORCEMAIN (SAN.) EASEMENT WATERMAIN SANITARY SEWER EXISTINGPROPOSED STORM SEWER CURB & GUTTER DRAINTILE D S S SLS THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. UNDERGROUND STORM SEWER SYSTEM UTILITY CONSTRUCTION NOTESLEGEND Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client CONTINENTAL 483 FUND LLC W134 N8675 EXECUTIVE PARKWAY MENOMONEE FALLS, WI 53051 SPRINGS AT LAKE ELMO LAKE ELMO, MINNESOTA 9955 HUDSON BOULEVARD NORTH EAV CJL EAV PRELIMINARY 4/12/2019 21654 Registration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 4/12/201954914 Eric A. Vogel PREL I M I N A R Y 4/12/2019 CITY SUBMITTAL Apr 12, 2019 - 3:14pm - User:clichty L:\PROJECTS\21654\CAD\Civil\Sheets\21654-C9-DETL.dwg C9.01 DETAILS N.T.S. SLOPE 3/4" PER FT. 1 3 13 - 1 / 2 " 1/2" R 6" 6" 6"8"12" 3" R 1/2" R 7" A MINIMUM OF 4" OF CLASS 5 SHALL BE PLACED BELOW THE CURB 2 - #4 REINFORCING RODS AT CATCH BASINS 20 FEET IN LENGTH, CENTERED ON THE STRUCTURE 2"2" 2" 01 B612 CONCRETE CURB & GUTTER 13 - 1 / 2 " 1/2" R 6" 6" 6" MIN 8"18" 3" R 1/2" R 7" A MINIMUM OF 4" OF CLASS 5 SHALL BE PLACED BELOW THE CURB 2 - #4 REINFORCING RODS AT CATCH BASINS 20 FEET IN LENGTH, CENTERED ON THE STRUCTURE 2"2" 2" SLOPE 3/4" PER FT. 1 3 N.T.S. 02 B618 CONCRETE CURB & GUTTER BITUMINOUS 6' MI N N.T.S. 03 CURB TRANSITION BASE COURSE WEAR COURSE A A 4" P.C. CONCRETE* *THE THICKNESS SHALL BE INCREASED TO A MINIMUM DEPTH OF __ INCHES AT DRIVEWAY CROSSINGS. GENERAL NOTES FOR CONCRETE CONSTRUCTION: 1.THE CONCRETE SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF MN/DOT "STANDARD SPECIFICATIONS FOR CONSTRUCTION". 2.SIDEWALK CONTROL JOINTS SHALL BE LOCATED AT 5 FEET ON CENTER. SIDEWALK EXPANSION JOINTS SHALL BE LOCATED AT A MAXIMUM OF 100 FEET ON CENTER, AND WHERE SIDEWALK ABUTS CURB, STRUCTURES, AND OTHER FIXED OBJECTS. SEAL ALL EXPANSION JOINTS. BROOM FINISH SHALL BE PERPENDICULAR TO THE LINE OF TRAFFIC. SECTION A-A 4" CLASS 5 4" P.C. CONCRETE 4'-0" WIDTH 2.00% MAX N.T.S. A A 5" P.C. CONCRETE* *THE THICKNESS SHALL BE INCREASED TO A MINIMUM DEPTH OF __ INCHES AT DRIVEWAY CROSSINGS. GENERAL NOTES FOR CONCRETE CONSTRUCTION: 1.THE CONCRETE SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF MN/DOT "STANDARD SPECIFICATIONS FOR CONSTRUCTION". 2.SIDEWALK CONTROL JOINTS SHALL BE LOCATED AT 5 FEET ON CENTER. SIDEWALK EXPANSION JOINTS SHALL BE LOCATED AT A MAXIMUM OF 100 FEET ON CENTER, AND WHERE SIDEWALK ABUTS CURB, STRUCTURES, AND OTHER FIXED OBJECTS. SEAL ALL EXPANSION JOINTS. BROOM FINISH SHALL BE PERPENDICULAR TO THE LINE OF TRAFFIC. SECTION A-A 4" CLASS 5 4" P.C. CONCRETE 5' WIDTH 2.00% MAX N.T.S. 05 CONCRETE SIDEWALK 04 WHITE LEGEND RED BACKGROUND R1-1 N.T.S. 36" x 36" "STOP" SIGN 36" 36 " N.T.S. STOP SIGN DETAIL06 N.T.S. 12 " 3. 5 ' 3' 1. 5 ' 3' 3" 1' VEHICLE IDREQUIRED PARKINGNOTE: ANY SIGN FREE STANDING IN ASPHALT PARKING LOT SHALL BE MOUNTED AS SHOWN.FOR VIOLATION UP TO $200 FINE 5. 0 ' M I N . 5 . 5 ' M A X . CONCRETE GRANULAR BASE PAVING ONE WRAP OF #30 ROOFING FELT 6"Ø SCH. 40 STEEL PIPE-FILL WITH CONC. 4" x 4" STEEL TUBE (SEE SIGN DETAILS THIS SHEET) STANDARD MNDOT SIGN NO. R7.8A 1.5' ACCESSIBLE VAN PROVIDE VAN ACCESSIBLE SIGN AT RIGHT HAND DISCHARGE PARKING SPACES 07 ACCESSIBLE PARKING SIGN STANDARD STALL ADA STALL ACCESS ISLE ADA STALL STANDARD STALL 6" TRANSITION PAVEMENT TO FLUSH WITH SIDEWALK INTEGRAL SIDEWALK CURB SEE DETAIL ACCESSIBLE PARKING SIGN WITH BOLLARD SEE DETAIL 2' STRIPING - 4" TRAFFIC WHITE INTEGRAL SIDEWALK CURB SEE DETAIL INTEGRAL SIDEWALK CURB SEE DETAIL 1.8% (2% MAX.) PLAN VIEW OF ADA PARKING SECTION A-A SECTION B-B B B AA N.T.S. NO P A R K I N G 08 ADA PARKING 3/4" PER FT. AT ALL UTILITY TRENCH CROSSINGS, 2 #4 REINFORCING RODS SHALL BE PLACED IN THE LOWER PORTION OF THE GUTTER; RODS TO BE 20 FEET IN LENGTH. 1'-6"1'-6" 7" N.T.S. 09 CONCRETE VALLEY GUTTER 4' CONCRETE SIDEWALK HUDSON BLVD N B20E BLDG 5B FFE=1006.35 GFE=1006.02 B20E BLDG 6A FFE=XXX.X GFE=XXX.X B20E BLDG 8A FFE=1004.85 GFE=1004.52 B20E BLDG 7B FFE=1004.60 GFE=1004.27 B20E BLDG 4B FFE=1006.65 GFE=1006.32 B20E BLDG 3A FFE=1006.20 GFE=1005.87 B20E BLDG 2B FFE=1005.47 GFE=1005.14 B20E BLDG 1A FFE=1005.50 GFE=1005.17 B20E BLDG 14A FFE=1001.75 GFE=1001.42 B20E BLDG 9B FFE=1003.00 GFE=1002.67 B20E BLDG 11B FFE=1003.00 GFE=1002.67 B20E BLDG 10A FFE=1002.50 GFE=1002.17 B20E BLDG 12A FFE=1003.00 GFE=1002.67 B20E BLDG 13B FFE=1002.50 GFE=1002.17 6G GFE=1004.95 6G GFE=1004.05 6G GFE=1001.90 6G GFE=1001.85 6G GFE=1001.85 6GS-2 GFE=1000.50 MG-P GFE=1000.90 CLUBHOUSE FFE=1005.00 B20E BLDG 6B FFE=1006.10 GFE=1005.77 ADA B20E BLDG 15B FFE=1002.20 GFE=1001.87 25' B U F F E R 50' B U F F E R Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client CONTINENTAL 483 FUND LLC W134 N8675 EXECUTIVE PARKWAY MENOMONEE FALLS, WI 53051 SPRINGS AT LAKE ELMO LAKE ELMO, MINNESOTA 9955 HUDSON BOULEVARD NORTH EAV CJL EAV PRELIMINARY 4/12/2019 21654 Registration No.Date: I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of Minnesota. This certification is not valid unless wet signed in blue ink. If applicable, contact us for a wet signed copy of this survey which is available upon request at Sambatek, Minnetonka, MN office. 4/12/201940252 William L Delaney PREL I M I N A R Y 4/12/2019 CITY SUBMITTAL SCALE IN FEET 0 10050 NORTH Apr 12, 2019 - 3:14pm - User:clichty L:\PROJECTS\21654\CAD\Civil\Sheets\21654-L1-LAND.dwg L1.01 LANDSCAPE PLAN LEGEND EASEMENT CURB & GUTTER BUILDING RETAINING WALL NUMBER OF PARKING STALLS PER ROW SIGN PIPE BOLLARD STANDARD DUTY ASPHALT PAVING HEAVY DUTY ASPHALT PAVING CONCRETE PAVING PROPERTY LIMIT EXISTINGPROPOSED KEY NOTE WETLAND LIMITS TREELINE XX XX CONCRETE SIDEWALK ARCHITECTURAL CONCRETE DETAIL XX CHAIN LINK FENCE DECORATIVE WOODEN FENCE AIR CONDITIONING UNIT TREES CODE BOTANICAL NAME / COMMON NAME CONT CAL SIZE QTY CM Acer x freemanii `Armstrong` / Armstrong Freeman Maple B & B 3"Cal.21 HB Celtis occidentalis / Common Hackberry B & B 3"Cal.15 GB Ginkgo biloba `Autumn Gold` TM / Maidenhair Tree B & B 3"Cal.13 IH Gleditsia triacanthos `Imperial` / Imperial Honeylocust B & B 3"Cal.11 KC Gymnocladus dioica `Espresso` / Kentucky Coffeetree B & B 3"Cal.11 SO Quercus bicolor / Swamp White Oak B & B 3"Cal.14 RP Quercus robur x warei`Long` / Regal Prince Oak B & B 3"Cal.15 BL Tilia americana `Boulevard` / Boulevard Linden B & B 3"Cal.9 PE Ulmus americana `Princeton` / American Elm B & B 3"Cal.16 CONIFERS CODE BOTANICAL NAME / COMMON NAME CONT CAL SIZE QTY NS Picea abies / Norway Spruce B & B 6`18 AP Pinus nigra / Austrian Black Pine B & B 6`15 WP Pinus strobus / White Pine B & B 6`11 ORN. TREES CODE BOTANICAL NAME / COMMON NAME CONT CAL SIZE QTY SB Amelanchier canadensis `Autumn Brilliance` / Autumn Brilliance Serviceberry B & B 2"Cal 9 JL Syringa reticulata / Japanese Tree Lilac B & B 2"Cal 6 TREE SCHEDULE MITIGATION FROM TREE PRESERVATION PLAN REQUIRED COMMON TREES (46" @ 3" TREES)15 TREES CONIFER TREES (149" @ 6' TREES) 50 TREES HARDWOOD TREES (129" @ 3" TREES)43 TREES TOTAL 108 TREES SETBACK AREA LANDSCAPE REQUIREMENTS REQUIRED STREET FRONTAGE (1100 FT / 50 = 22 TREES @ 2.5") (22 X 2.5" = 55" @ 3" TREES)18 TREES DISTURBED AREA (17 ACRES X 5 = 85 TREES @ 2.5") (85 X 2.5" = 213" @ 3" TREES)71 TREES TOTAL 89 TREES PROPOSED PLANTINGS REQUIRED PROPOSED PERCENTAGE OVERSTORY TREES 125 TREES 74% CONIFEROUS TREES 44 TREES 26% ORNAMENTAL TREES*15 TREES TOTAL 197 TREES 169 TREES SHRUBS AND PERENNIALS 1,449 UNITS *DOES NOT COUNT TOWARDS REPLACEMENT TREE TOTALS. LAKE ELMO, MN LANDSCAPE CODE NON-STEEL EDGER GROUND COVERS CODE BOTANICAL NAME / COMMON NAME CONT QTY TUR HIG Turf Sod Highland Sod / Sod Sod 76,939 sf SOD SCHEDULE B20E BLDG 5B FFE=1006.35 GFE=1006.02 B20E BLDG 6A FFE=XXX.X GFE=XXX.X B20E BLDG 8A FFE=1004.85 GFE=1004.52 B20E BLDG 7B FFE=1004.60 GFE=1004.27 B20E BLDG 4B FFE=1006.65 GFE=1006.32 B20E BLDG 3A FFE=1006.20 GFE=1005.87 B20E BLDG 2B FFE=1005.47 GFE=1005.14 B20E BLDG 1A FFE=1005.50 GFE=1005.17 6G GFE=1004.95 6G GFE=1004.05 CLUBHOUSE FFE=1005.00 B20E BLDG 6B FFE=1006.10 GFE=1005.77 SCALE IN FEET 0 6030 NORTH Apr 12, 2019 - 3:14pm - User:clichty L:\PROJECTS\21654\CAD\Civil\Sheets\21654-L1-LAND.dwg L1.02 SHRUB PLAN WEST Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client CONTINENTAL 483 FUND LLC W134 N8675 EXECUTIVE PARKWAY MENOMONEE FALLS, WI 53051 SPRINGS AT LAKE ELMO LAKE ELMO, MINNESOTA 9955 HUDSON BOULEVARD NORTH EAV CJL EAV PRELIMINARY 4/12/2019 21654 Registration No.Date: I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of Minnesota. This certification is not valid unless wet signed in blue ink. If applicable, contact us for a wet signed copy of this survey which is available upon request at Sambatek, Minnetonka, MN office. 4/12/201940252 William L Delaney PREL I M I N A R Y 4/12/2019 CITY SUBMITTAL SHRUBS CODE BOTANICAL NAME / COMMON NAME CONT QTY CD Cornus sericea `Alleman`s Compact` / Dwarf Red Twig Dogwood 5 gal 188 CE Euonymus alatus `Compactus` / Compact Burning Bush 5 gal 55 LH Hydrangea paniculata `Jane` / Little Lime Hydrangea 5 gal 92 BJ Juniperus sabina `Broadmoor` / Broadmoor Juniper 5 gal 31 MK Syringa patula `Miss Kim` / Miss Kim Lilac 5 gal 16 HA Thuja occidentalis `Holmstrup` / Holmstrup Cedar 10 gal 210 TA Thuja occidentalis `Techny` / Techny Arborvitae B&B-6`8 GRASSES CODE BOTANICAL NAME / COMMON NAME CONT QTY KFG Calamagrostis x acutiflora `Karl Foerster` / Feather Reed Grass 2 gal.161 PERENNIALS CODE BOTANICAL NAME / COMMON NAME CONT QTY RRD Hemerocallis x `Rosy Returns` / Daylily 1 gal 58 LRS Perovskia atriplicifolia `Little Spire` TM / Little Spire Russian Sage 1 gal 128 PLANT SCHEDULE SHRUBS WEST LEGEND EASEMENT CURB & GUTTER BUILDING RETAINING WALL NUMBER OF PARKING STALLS PER ROW SIGN PIPE BOLLARD STANDARD DUTY ASPHALT PAVING HEAVY DUTY ASPHALT PAVING CONCRETE PAVING PROPERTY LIMIT EXISTINGPROPOSED KEY NOTE WETLAND LIMITS TREELINE XX XX CONCRETE SIDEWALK ARCHITECTURAL CONCRETE DETAIL XX CHAIN LINK FENCE DECORATIVE WOODEN FENCE AIR CONDITIONING UNIT NON-STEEL EDGER B20E BLDG 14A FFE=1001.75 GFE=1001.42 B20E BLDG 9B FFE=1003.00 GFE=1002.67 B20E BLDG 11B FFE=1003.00 GFE=1002.67 B20E BLDG 10A FFE=1002.50 GFE=1002.17 B20E BLDG 12A FFE=1003.00 GFE=1002.67 B20E BLDG 13B FFE=1002.50 GFE=1002.17 6G GFE=1001.90 6G GFE=1001.85 6G GFE=1001.85 6GS-2 GFE=1000.50 MG-P GFE=1000.90ADA B20E BLDG 15B FFE=1002.20 GFE=1001.87 25' B U F F E R 50' B U F F E R SCALE IN FEET 0 6030 NORTH Apr 12, 2019 - 3:14pm - User:clichty L:\PROJECTS\21654\CAD\Civil\Sheets\21654-L1-LAND.dwg L1.03 SHRUB PLAN EAST Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client CONTINENTAL 483 FUND LLC W134 N8675 EXECUTIVE PARKWAY MENOMONEE FALLS, WI 53051 SPRINGS AT LAKE ELMO LAKE ELMO, MINNESOTA 9955 HUDSON BOULEVARD NORTH EAV CJL EAV PRELIMINARY 4/12/2019 21654 Registration No.Date: I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of Minnesota. This certification is not valid unless wet signed in blue ink. If applicable, contact us for a wet signed copy of this survey which is available upon request at Sambatek, Minnetonka, MN office. 4/12/201940252 William L Delaney PREL I M I N A R Y 4/12/2019 CITY SUBMITTAL SHRUBS CODE BOTANICAL NAME / COMMON NAME CONT QTY CD Cornus sericea `Alleman`s Compact` / Dwarf Red Twig Dogwood 5 gal 114 CE Euonymus alatus `Compactus` / Compact Burning Bush 5 gal 16 LH Hydrangea paniculata `Jane` / Little Lime Hydrangea 5 gal 72 MK Syringa patula `Miss Kim` / Miss Kim Lilac 5 gal 17 HA Thuja occidentalis `Holmstrup` / Holmstrup Cedar 10 gal 184 GRASSES CODE BOTANICAL NAME / COMMON NAME CONT QTY KFG Calamagrostis x acutiflora `Karl Foerster` / Feather Reed Grass 2 gal.99 PLANT SCHEDULE SHRUBS EAST LEGEND EASEMENT CURB & GUTTER BUILDING RETAINING WALL NUMBER OF PARKING STALLS PER ROW SIGN PIPE BOLLARD STANDARD DUTY ASPHALT PAVING HEAVY DUTY ASPHALT PAVING CONCRETE PAVING PROPERTY LIMIT EXISTINGPROPOSED KEY NOTE WETLAND LIMITS TREELINE XX XX CONCRETE SIDEWALK ARCHITECTURAL CONCRETE DETAIL XX CHAIN LINK FENCE DECORATIVE WOODEN FENCE AIR CONDITIONING UNIT NON-STEEL EDGER Apr 12, 2019 - 3:14pm - User:clichty L:\PROJECTS\21654\CAD\Civil\Sheets\21654-L1-LAND.dwg L1.04 LANDSCAPE NOTE AND DETAILS Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client CONTINENTAL 483 FUND LLC W134 N8675 EXECUTIVE PARKWAY MENOMONEE FALLS, WI 53051 SPRINGS AT LAKE ELMO LAKE ELMO, MINNESOTA 9955 HUDSON BOULEVARD NORTH EAV CJL EAV PRELIMINARY 4/12/2019 21654 Registration No.Date: I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of Minnesota. This certification is not valid unless wet signed in blue ink. If applicable, contact us for a wet signed copy of this survey which is available upon request at Sambatek, Minnetonka, MN office. 4/12/201940252 William L Delaney PREL I M I N A R Y 4/12/2019 CITY SUBMITTAL GENERAL NOTES: 1.THE CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF THE WORK. 2.THE CONTRACTOR SHALL VERIFY PLAN LAYOUT AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN OR INTENT OF THE LAYOUT. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS, AND PERMITS GOVERNING THE WORK. 4.THE CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING CONSTRUCTION. DAMAGE TO SAME SHALL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. 5.LOCATE AND VERIFY ALL UTILITIES, INCLUDING IRRIGATION LINES, WITH THE OWNER FOR PROPRIETARY UTILITIES AND GOPHER STATE ONE CALL 48 HOURS BEFORE DIGGING. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ANY DAMAGES TO SAME. NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO FACILITATE PLANT RELOCATION. 6.THE LANDSCAPE CONTRACTOR SHALL COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. 7.THE CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING OF WORK. 8.THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF DISCREPANCIES EXIST. QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. 9.THE SPECIFICATIONS TAKE PRECEDENCE OVER THE PLANTING NOTES AND GENERAL NOTES. 10.EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED TO THE DRIP LINE FROM ALL CONSTRUCTION TRAFFIC, STORAGE OF MATERIALS ETC. WITH 4' HT. ORANGE PLASTIC SAFETY FENCING ADEQUATELY SUPPORTED BY STEEL FENCE POSTS 6' O.C. MAXIMUM SPACING. 11.LONG-TERM STORAGE OF MATERIALS OR SUPPLIES ON-SITE WILL NOT BE ALLOWED. 12.CONTRACTOR SHALL REQUEST IN WRITING, A FINAL ACCEPTANCE INSPECTION. PLANTING NOTES: 1.NO PLANTS SHALL BE INSTALLED UNTIL FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 2.A GRANULAR PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO ALL PLANT BEDS AT THE MANUFACTURERS RECOMMENDED RATE PRIOR TO PLANT INSTALLATION. 3.ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR NURSERY STOCK," ANSI-Z60, LATEST EDITION, OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIALS. 4.OVERSTORY TREES SHALL BEGIN BRANCHING NO LOWER THAN 6' ABOVE PAVED SURFACES. 5.ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE AND BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE LANDSCAPE LEGEND. 6.PLANT MATERIALS TO BE INSTALLED PER PLANTING DETAILS. 7.ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 8.THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION. 9.NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. 10.ALL PLANT MATERIAL QUANTITIES, SHAPES OF BEDS AND LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN AND ADJUSTED TO CONFORM TO THE EXACT CONDITIONS OF THE SITE. THE LANDSCAPE ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLANT MATERIALS PRIOR TO INSTALLATION. 11.ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. 12.MULCH: SHREDDED HARDWOOD MULCH, COLOR: DARK CHOCOLATE BROWN, CLEAN AND FREE OF NOXIOUS WEEDS OR OTHER DELETERIOUS MATERIAL, IN ALL MASS PLANTING BEDS AND FOR TREES, UNLESS INDICATED AS ROCK MULCH ON DRAWINGS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT PRIOR TO DELIVERY ON-SITE FOR APPROVAL. DELIVER MULCH ON DAY OF INSTALLATION. USE 3" FOR SHRUB BEDS, TREE RINGS, AND 3" FOR PERENNIAL/GROUND COVER BEDS, UNLESS OTHERWISE DIRECTED. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANTITIES TO COMPLETE THE WORK SHOWN ON THE PLAN. 14.USE ANTI-DESICCANT (WILTPRUF OR APPROVED EQUAL) ON DECIDUOUS PLANTS MOVED IN LEAF AND FOR EVERGREENS MOVED ANYTIME. APPLY AS PER MANUFACTURER'S INSTRUCTION. ALL EVERGREENS SHALL BE SPRAYED IN THE LATE FALL FOR WINTER PROTECTION DURING WARRANTY PERIOD. 15.WRAP ALL SMOOTH-BARKED DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO DECEMBER 1 AND REMOVE WRAPPING AFTER MAY 1. TREE WRAPPING MATERIAL SHALL BE WHITE TWO-WALLED PLASTIC SHEETING APPLIED FROM TRUNK FLARE TO THE FIRST BRANCH. 16.ALL DECIDUOUS, PINE, AND LARCH PLANTINGS SHALL RECEIVE RODENT PROTECTION PER MNDOT 2571.31.2 14.PLANTING SOIL FOR TREES, SHRUBS AND GROUND COVERS: FERTILE FRIABLE LOAM CONTAINING A LIBERAL AMOUNT (4% MIN.) OF HUMUS AND CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH. IT SHALL COMPLY WITH MNDOT SPECIFICATION 3877 TYPE B SELECT TOPSOIL. MIXTURE SHALL BE FREE FROM HARDPACK SUBSOIL, STONES, CHEMICALS, NOXIOUS WEEDS, ETC. SOIL MIXTURE SHALL HAVE A PH BETWEEN 6.1 AND 7.5 AND 10-0-10 FERTILIZER AT THE RATE OF 3 POUNDS PER CUBIC YARD. IN PLANTING BEDS INCORPORATE THIS MIXTURE THROUGHOUT THE ENTIRE BED IN A 6" LAYER AND ROTO-TILLING IT INTO THE TOP 12" OF SOIL AT A 1:1 RATIO.ANY PLANT STOCK NOT PLANTED ON DAY OF DELIVERY SHALL BE HEELED IN AND WATERED UNTIL INSTALLATION. PLANTS NOT MAINTAINED IN THIS MANNER WILL BE REJECTED. 15.CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT EACH EXCAVATED TREE AND SHRUB PIT WILL PERCOLATE PRIOR TO INSTALLING PLANTING MEDIUM AND PLANTS. THE CONTRACTOR SHALL FILL THE BOTTOM OF SELECTED HOLES WITH SIX INCHES OF WATER AND CONFIRM THAT THIS WATER WILL PERCOLATE WITHIN A 24-HOUR PERIOD. IF THE SOIL AT A GIVEN AREA DOES NOT DRAIN PROPERLY, A PVC DRAIN OR GRAVEL SUMP SHALL BE INSTALLED OR THE PLANTING SHALL BE RELOCATED IF DIRECTED BY THE LANDSCAPE ARCHITECT. 16.ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASONS (APRIL 1 - NOVEMBER 1), UNLESS OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING LABOR AND PLANTS. 17.CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAYS PRIOR TO PLANNED DELIVERY. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING PLANT INSTALLATION. 18.SEASONS/TIME OF PLANTING AND SEEDING: NOTE: THE CONTRACTOR MAY ELECT TO PLANT IN OFF-SEASONS ENTIRELY AT HIS/HER RISK. DECIDUOUS 18.1.POTTED PLANTS: 4/1 - 6/1; 9/21 - 11/1 18.2.DECIDUOUS /B&B: 4/1 - 6/1; 9/21 - 11/1 18.3.EVERGREEN POTTED PLANTS: 4/1 - 6/1; 9/21-11/1 18.4.EVERGREEN B&B: 4/1 - 5/1; 9/21 - 11/1 18.5.TURF/LAWN SEEDING: 4/1 - 6/1; 7/20 - 9/20 18.6.NATIVE MIX SEEDING: 4/15 - 7/20; 9/20-10/20 19.MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN PLACE. PLANT MATERIAL SHALL BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION OF THE PLANTS IS COMPLETE, INSPECTION HAS BEEN MADE, AND PLANTINGS ARE ACCEPTED EXCLUSIVE OF THE GUARANTEE. MAINTENANCE SHALL INCLUDE WATERING, CULTIVATING, MULCHING, REMOVAL OF DEAD MATERIALS, RE-SETTING PLANTS TO PROPER GRADE AND KEEPING PLANTS IN A PLUMB POSITION. AFTER ACCEPTANCE, THE OWNER SHALL ASSUME MAINTENANCE RESPONSIBILITIES. HOWEVER, THE CONTRACTOR SHALL CONTINUE TO BE RESPONSIBLE FOR KEEPING THE TREES PLUMB THROUGHOUT THE GUARANTEE PERIOD. 20.ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL LANDSCAPE LEGEND SPECIFICATIONS. 21.WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTS ONCE A WEEK. IN EXTREMELY HOT, DRY WEATHER, WATER MORE OFTEN AS REQUIRED BY INDICATIONS OF HEAT STRESS SUCH AS WILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIOR TO WATERING TO DETERMINE NEED. CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR WATER. 22.WEED PRE-EMERGENT TREATMENTS SHALL BE SPREAD IN ALL LANDSCAPE BEDS TURF NOTES: TURF ESTABLISHMENT SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE PROVISIONS OF THE MN/DOT 2105 AND 2575 EXCEPT AS MODIFIED BELOW: 1.ALL AREAS TO RECEIVE SOD SHALL ALSO RECEIVE 6" OF TOPSOIL PRIOR TO INSTALLING SOD. TOPSOIL SHALL BE FREE OF TREE ROOTS, STUMPS, BUILDING MATERIAL, AND TRASH, AND SHALL BE FREE OF STONES LARGER THAN 1 1 2" INCHES IN ANY DIMENSION. 2.WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. 3.SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, SOD SHALL BE STAKED SECURELY. 4.TURF ON ALL OTHER AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED BY SEEDING, MULCHING AND FERTILIZING. SEED MIXTURE NO. 25-151 WILL BE PLACED AT THE RATE OF 120 POUNDS PER ACRE. 5.ALL DISTURBED AREAS TO BE TURF SEEDED, ARE TO RECEIVE 6" TOP SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES INSTALL EROSION CONTROL BLANKET. 6.ALL DISTURBED AREAS TO RECEIVE NATIVE SEED, ARE TO RECEIVE PLANTING SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES INSTALL EROSION CONTROL BLANKET. GENERAL TREE SPECIFICATIONS: 1.ALL STREET AND PARKING LOT TREES SHALL BE LIMBED UP TO THE FOLLOWING HEIGHTS: 1.1.2" CAL. TREES: LOWEST BRANCH 6' HT. 1.2.3" CAL.+ TREES: LOWEST BRANCH 7' HT. 2.TREE CANOPY WIDTH SHALL BE RELATIVE TO HEIGHT/CALIPER OF TREE AND TYPE OF TREE. 2.1.1" CALIPER/6-8' HT: 3-4' WIDTH MIN. 2.2.2" CALIPER/12-14' HT: 4-5' WIDTH MIN. 2.3.3" CALIPER/14-16' HT: 6-7' WIDTH MIN. 3.CANOPY TREES SHALL NOT HAVE CO-DOMINATE LEADERS IN LOWER HALF OF TREE CROWN. 4.ALL TREES SHALL HAVE SYMMETRICAL OR BALANCED BRANCHING ON ALL SIDES OF THE TREE. 5.TREES SHALL NOT BE TIPPED PRUNED. 6.TREES SHALL BE FREE OF PHYSICAL DAMAGE FROM SHIPPING AND HANDLING. DAMAGED TREES SHALL BE REJECTED. 7.SUMMER DUG TREES SHALL HAVE ROOTBALL SIZE INCREASED BY 20% 8.TREES WHICH EXCEED RECOMMENDED CALIPER TO HEIGHT RELATIONSHIP SHALL BE REJECTED. IRRIGATION NOTES: 1.IRRIGATION SYSTEM TO BE DESIGN/BUILD. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL OF SYSTEM LAYOUT PRIOR TO INSTALLATION. 2.ALL SOD TO RECEIVE SPRAY OR ROTOR IRRIGATION HEADS WITH MINIMUM DESIGN OF 1" IRRIGATION PER WEEK. 3.ALL PLANT BEDS TO RECEIVE DRIP LINE IRRIGATION , WITH A MINIMUM DESIGN OF .25" IRRIGATION PER WEEK. 4.CONTRACTOR TO INSTALL A TOTAL OF 4 QUICK COUPLERS AT THE CORNERS OF THE PROPERTY. A 2.5" TYPE K SOURCE PIPE IS PROVIDED BY MECHANICAL. NOTES PROVIDE & INSTALL RODENT PROTECTION 1/2" HARDWIRE CLOTH, MESH CYLINDER, 8" DIA OR GREATER X 24" HT.. STAKE IN PLACE INSTALL TREE WITH ROOT FLARE VISIBLE AT TOP OF THE ROOT BALL. REMOVE SOIL IN LEVEL MANNER FROM TOP OF ROOT BALL TO EXPOSE 1ST 1/2" OR LARGER MAIN ORDER ROOT IF NEEDED. SET ROOT BALL WITH MAIN ORDER ROOT 1" ABOVE ADJACENT GRADE. DO NOT COVER TOP OF ROOT BALL WITH SOIL. INSTALL 3" LAYER OF SHREDDED HARDWOOD MULCH. PLACE NO MULCH IN CONTACT WITH TREE TRUNK REMOVE BURLAP, TWINE, ROPE AND WIRE FROM TOP HALF OF ROOT BALL BUILD 4" HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL EDGE CONDITION VARIES PLACE ROOT BALL ON UNDISTURBED OR COMPACTED SOIL SCARIFY SIDES OF TREE PIT WITH SPADE BY HAND TO BIND WITH PREPARED SOIL PLANTING SOIL, REFER TO SPECIFICATIONS, COMPACT TO 85% OF MAX. DRY UNIT WEIGHT ACCORDING TO ASTM D 698 TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT DIG PLANTING PIT 4" TO 6" DEEPER THAN ROOT BALL UNDISTURBED SUBGRADE NOTE: CONTRACTOR SHALL MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE WARRANTY PERIOD. IF STAKING IS REQUIRED BY SITE CONDITIONS, CONTRACTOR TO USE 2 OR 3 STAKE METHOD WITH 1" WEBBING AROUND TRUNK OF THREE (NO WIRE OR CABLING TO BE USED) WRAP TREE TRUNKS PER NOTES. 30" RADIUS MULCH RING A1.5 X A MIN. 1 1 TREE PLANTING DETAIL 1/4" = 1'-0" L1.04 P-01 1 INSTALL 3" LAYER OF MULCH, DO NOT PLACE IN CONTACT W/ SHRUB STEM APPLY PRE-EMERGENT HERBICIDE EDGE CONDITION VARIES EDGER, REFER TO PLAN AND SPECIFICATION LOOSEN ROOTS OF CONTAINER GROWN PLANTS EXCAVATE PLANT BED MIN. 4" DEEPER THAN ROOT BALL HT. SCARIFY SIDES AND BOTTOM OF PLANTING BED WITH SPADE UNDISTURBED SUBGRADE PREPARE SOIL FOR THE ENTIRE BED SEE PLAN12" MIN 4" SHRUB PLANTING DETAIL 3/8" = 1'-0" L1.04 P-02 2 INSTALL 3" LAYER OF SHREDDED HARDWOOD MULCH. DO NOT PLACE IN CONTACT WITH PLANT EDGE CONDITION VARIES EDGER, REFER TO PLAN AND SPECIFICATION LOOSEN ROOTS OF CONTAINER GROWN PLANTS PLANTING SOIL SCARIFY SIDES AND BOTTOM OF PLANTING BED WITH SPADE UNDISTURBED SUBGRADE PREPARE SOIL FOR THE ENTIRE BED 18 " MI N . 6" REFER TO PLAN NOTE: REFER TO EXTERIOR PLANTING SPECIFICATION PERENNIAL PLANTING DETAIL 1/2" = 1'-0" L1.04 P-03 3 HUDSON BLVD N 5TH STR E E T N SCALE IN FEET 0 12060 NORTH Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client CONTINENTAL 483 FUND, LLC SPRINGS AT LAKE ELMO 9955 HUDSON BLVD. N. LAKE ELMO, MN LCC CEJ 01/09/19 21654.01 1.The bearing system is based on the Washington County coordinate system, NAD83 (1986 Adjust). With an assumed bearing of South 00 degrees 01 minutes 13 seconds West for the east line of the Southwest Quarter of the Southeast Quarter, Section 34, Township 29, Range 21. TREE INVENTORY SURVEY NOTES Apr 12, 2019 - 3:15pm - User:clichty L:\PROJECTS\21654.01\CAD\Survey\Sheets\2165401-TREE.dwg L1.05 TREE INVENTORY