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21 02-05 - Final CV PlansCADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 02 /23 / 2021 8:27 AMW:\2020\20327\CADD DATA\CIVIL\_dwg Sheet Files\C0-1 - COVER SHEETOUCKSL QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS CADD QUALIFICATION DEER HAVEN CHANHASSEN, MN KEN ASHFELD 6480 YOSEMITE AVE. CHANHASSEN, MN 55331 11-09-20 PRELIMINARY SUBMITTAL 01-08-21 LOT LINES & GRADING 02-05-21 CONST DOCUMENTS C0-1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C2-2 STREET PLAN & PROFILE C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C4-2 SANI. SEWER PLAN & PROFILE C8-1,2 DETAIL SHEETS L1-1 TREE CANOPY PLAN L2-1 LANDSCAPE PLAN Review Date SHEET INDEX License 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. Todd W. McLouth - PE Project Lead Drawn By Checked By Loucks Project No. 20383 20327 TWM TRG TWM 02/05/21 L3-1 LANDSCAPE DETAILS COVER SHEET C0-1 CHANHASSEN, MN SWPP PLAN EXISTING CONDITIONS PLAN SHEET INDEX C0-1 COVER SHEET C1-1 C1-2 C3-2 CONSTRUCTION PLANS FOR: OWNER CHANHASSEN, MN 55331 6480 YOSEMITE AVE. KEN ASHFELD MAPLE GROVE, MN 55369 CONTACTS CIVIL ENGINEER LOUCKS 7200 HEMLOCK LANE SUITE 300 TEL: 763-424-5505 TODD MCLOUTH, PE PROJECT AREA DEER HAVEN SITE, GRADING, SANITARY SEWER, WATERMAIN, STORM SEWER, STREET, & LANDSCAPE PLANS SWPP NOTES & DETAILSC3-3 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN YOSEMITE AVE ANTHEM PL.W. 63RD ST.NUTILITY PLANC4-1 DETAIL SHEETSC8-1,2 TREE CANOPY PLANL1-1 LANDSCAPE PLANL2-1 LANDSCAPE DETAILSL3-1 C2-2 STREET PLAN & PROFILE SANITARY SEWER PLAN & PROFILEC4-2 GOVERNING SPECIFICATIONS SPECIFICATIONS & DETAILS CITY OF CHANHASSEN STANDARDWOOD DU C K L AN E NSCALE IN FEET 0 50 100 CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 02 /23 / 2021 8:37 AMW:\2020\20327\CADD DATA\CIVIL\_dwg Sheet Files\C1-1 - EXISTING CONDITIONS PLANOUCKSL QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS CADD QUALIFICATION DEER HAVEN CHANHASSEN, MN KEN ASHFELD 6480 YOSEMITE AVE. CHANHASSEN, MN 55331 11-09-20 PRELIMINARY SUBMITTAL 01-08-21 LOT LINES & GRADING 02-05-21 CONST DOCUMENTS C0-1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C2-2 STREET PLAN & PROFILE C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C4-2 SANI. SEWER PLAN & PROFILE C8-1,2 DETAIL SHEETS L1-1 TREE CANOPY PLAN L2-1 LANDSCAPE PLAN Review Date SHEET INDEX License 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. Todd W. McLouth - PE Project Lead Drawn By Checked By Loucks Project No. 20383 20327 TWM TRG TWM 02/05/21 L3-1 LANDSCAPE DETAILS EXISTING CONDITIONS PLAN C1-1 DESCRIPTION OF PROPERTY SURVEYED (Per Schedule A of the herein referenced Title Commitment File No: 2164018-14405) That part of the Southeast Quarter of the Northeast Quarter of Section 3, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at the Northeast corner of said Southeast Quarter of the Northeast Quarter; thence Southerly along the East line of said Southeast Quarter of the Northeast Quarter to a point 660 feet North of the Southeast corner of said Southeast Quarter of the Northeast Quarter; thence Westerly parallel with the South line Southeast Quarter of the Northeast Quarter a distance of 281.07 feet; thence Northeasterly to a point on the North line of said Southeast Quarter of the Northeast Quarter distance 198.0 feet Westerly from the point of beginning; thence Easterly along siad North line 198.0 feet to the point of beginning, except the North 50.0 feet thereof, Carver County, Minnesota. Records of Carver County, Minnesota. TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SURVEY REPORT 1.The address, if disclosed in documents provided to or obtained by the surveyor, or observed while conducting the fieldwork is 6840 Yosemite Ave. 2.The Gross land area is 122,379 +/- square feet or 2.81 +/- acres. 3.The bearings for this survey are based on the Carver County Coordinate System NAD 83 (1986 Adjust). 4.Benchmark: MnDOT GALPIN MNDT RESET Elevation = 951.47 (NAVD88) Site Benchmark: T.N.H. on the east side of Yosemite Ave and 150.0± feet south of the driveway entrance to the subject property. Elevation = 1027.88 (NAVD88) 5.We have shown underground utilities on and/or serving the surveyed property per Gopher State One-Call Ticket Nos. 202402368, 202402364. The following utilities and municipalities were notified: City of Chanhassen (952) 227-1300 Centurylink (800) 778-9140 Mediacom (952) 443-2840 Center Point Energy (612) 321-4421 Xcel Energy (800) 895-4999 6.Trees shown hereon are 8 inch diameter at breast height or greater. Other trees, less than 8 inches, may be on site but are not shown hereon. 7.The field work was completed on September 15, 2020. LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION LIGHT POLE POWER POLE CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE EXISTING BUILDING RETAINING WALL ELECTRIC METER GAS METER CONIFEROUS TREE PINE DECIDUOUS TREE GUY WIRE ADDRESS POST ELM BOXELDER APPLE HACKBERRY WALNUT ELEV @ THRESHOLD RECORD DOCUMENT SET 1/2 INCH X 14 INCH IRON MONUMENT, MARKED "LS 48988" FOUND OPEN IRON MONUMENT FOUND CAST IRON MONUMENT FOUND STONE TOP NUT HYDRANT SERVICE CLEANOUT WOOD FENCE UNLESS SHOWN OTHERWISE BITUMINOUS ASH MAPLE HAND HOLE SPRUCE CURB STOP MAPPED SANITARY SEWER MAPPED WATERMAIN MAPPED UNDERGROUND FIBER OPTIC MAPPED UNDERGROUND ELECTRIC MAPPED UNDERGROUND TELEPHONE MAPPED UNDERGROUND GAS REMOVE EXISTING DRIVEWAY REMOVE EXISTING TREE, TYP. REPLACE EX. PAVEMENT FOR UTILITY INSTALLATION (SEE DETAIL) REPLACE EX. CURB FOR UTILITY INSTALLATION (SEE DETAIL) EX. RETAINING WALL TO REMAIN UTILITY COMPANIES TO REMOVE & RELOCATE EX. UTILITIES CONTRACTOR SHALL PROVIDE ACCESS TO EX. DRIVEWAY EX. OVERHEAD ELECTRIC & STREET LIGHT TO REMAIN REMOVE & RELOCATE PORTION OF EX. FENCE REMOVE & RELOCATE EX. FENCE REMOVE PORTIONS OF EX. B6 CONC. CURB PORTION OF MOUNTABLE CURB SHALL REMAIN SAW-CUT EX. BITUMINOUS REMOVE EXISTING POWER POLE NSCALE IN FEET 0 30 60 CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 02 /23 / 2021 8:39 AMW:\2020\20327\CADD DATA\CIVIL\_dwg Sheet Files\C1-2 - DEMOLITION PLANOUCKSL QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS CADD QUALIFICATION DEER HAVEN CHANHASSEN, MN KEN ASHFELD 6480 YOSEMITE AVE. CHANHASSEN, MN 55331 11-09-20 PRELIMINARY SUBMITTAL 01-08-21 LOT LINES & GRADING 02-05-21 CONST DOCUMENTS C0-1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C2-2 STREET PLAN & PROFILE C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C4-2 SANI. SEWER PLAN & PROFILE C8-1,2 DETAIL SHEETS L1-1 TREE CANOPY PLAN L2-1 LANDSCAPE PLAN Review Date SHEET INDEX License 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. Todd W. McLouth - PE Project Lead Drawn By Checked By Loucks Project No. 20383 20327 TWM TRG TWM 02/05/21 L3-1 LANDSCAPE DETAILS DEMOLITION PLAN C1-2 TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. DEMOLITION LEGEND REMOVE EXISTING CURB & GUTTER, RETAINING WALLS, PAVEMENT MARKINGS, WOOD FENCE, BILLBOARDS, ETC. REMOVE EXISTING CONCRETE PAVING, SIDEWALKS, ISLANDS, ETC. REMOVE EXISTING STORM, SEWER, OR WATER STRUCTURE. REMOVE EXISTING TREE 1.CONTRACTOR SHALL REMOVE AND/OR RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES. 2.CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED FOR REMOVAL. 3.CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION WITHIN CONSTRUCTION LIMITS, STRIP TOP SOIL, AND STOCKPILE ON-SITE. REFER TO GRADING PLAN AND SWPPP FOR SEDIMENT AND EROSION CONTROL REQUIREMENTS. 4.CLEAR AND GRUB AND REMOVE ALL TREES, VEGETATION AND SITE DEBRIS PRIOR TO GRADING. ALL REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY. EROSION CONTROL MEASURES SHALL BE IMMEDIATELY ESTABLISHED UPON REMOVAL. SEE THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 5.CONTRACTOR SHALL REMOVE ALL SITE SURFACE FEATURES WITHIN REMOVAL LIMITS UNLESS OTHERWISE NOTED. 6.BITUMINOUS PAVEMENT REMOVALS ARE TO BE MADE TO A VERTICAL SAW CUT OR TO A NEAT MILLED EDGE. 7.CONCRETE PAVEMENT, SIDEWALK, CURB & GUTTER AND OTHER POURED CONCRETE ITEMS ARE TO BE REMOVED TO AN EXISTING EXPANSION OR CONTRACTION JOINT. SAW CUT AS NECESSARY FOR A NEAT EDGE OF REMOVAL. 8.ALL REMOVAL ITEMS SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS SPECIFIED OTHERWISE AND SHALL BE DISPOSED OF OFF-SITE IN A MANNER MEETING ALL APPLICABLE REGULATIONS. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF ALL SIGNS, MAILBOXES, ETC. 10.ANY DAMAGE TO ITEMS NOT NOTED TO BE REMOVED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED OR REPLACED TO ORIGINAL CONDITION WITH NO ADDITIONAL COMPENSATION. 11.CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL NECESSARY FOR DRIVEWAY ACCESS TO ALL PROPERTIES. SITE DEMOLITION SPECIFICATIONS 1047.0 1039.0 1047.0 1042.5 FBWO 1042.5 1034.5 FBWO FBWO 1036.7 1036.7 1028.7 1022 REPLACE EX. PAVEMENT & CURB FOR SANITARY SEWER CONNECTION (SEE DETAIL) 20.0 30.0 5.0 10.030.0 60.0 60.0 20.0 30.0 50.0 PRIVATE BITUMINOUS DRIVE R28' R26' R28' R45' R15' CENTER BIT. DRIVE ON EXISTING CURB CUT 24.0 60.1 BOUNDARY LINE EDGE OF BITUMINOUS PAVEMENT EASEMENT LINE TURN AROUND 16.0 RELOCATED STREET LIGHT BASIN 1 BOTTOM-1024.0 HWL-1026.5 NWL-DRY BASIN 2 BOTTOM-1024.0 HWL-1025.7 NWL-DRY 30.0 121' 100' 105' 30.0 30.0 30.0 STOP SIGN STREET NAME SIGN NO PARKING SIGNS NO PARKING SIGNS EX. STREET LIGHT TO REMAIN CONTRACTOR SHALL PROVIDE ACCESS TO EX. DRIVEWAY R65' R26' R10' CONSTRUCT ROAD TO AVOID POWER POLE 20.0 LANDSCAPE WALL TO REMAIN MATCH EX. DRIVEWAY 1027.0 EOF UTILITY EASEMENT DRAINAGE & UTILITY EASEMENT 41.5 NSCALE IN FEET 0 30 60 CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 02 /25 / 2021 11:36 AMW:\2020\20327\CADD DATA\CIVIL\_dwg Sheet Files\C2-1 - SITE PLANOUCKSL QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS CADD QUALIFICATION DEER HAVEN CHANHASSEN, MN KEN ASHFELD 6480 YOSEMITE AVE. CHANHASSEN, MN 55331 11-09-20 PRELIMINARY SUBMITTAL 01-08-21 LOT LINES & GRADING 02-05-21 CONST DOCUMENTS C0-1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C2-2 STREET PLAN & PROFILE C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C4-2 SANI. SEWER PLAN & PROFILE C8-1,2 DETAIL SHEETS L1-1 TREE CANOPY PLAN L2-1 LANDSCAPE PLAN Review Date SHEET INDEX License 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. Todd W. McLouth - PE Project Lead Drawn By Checked By Loucks Project No. 20383 20327 TWM TRG TWM 02/05/21 L3-1 LANDSCAPE DETAILS SITE PLAN C2-1 TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 1.MINNESOTA STATE STATUTE REQUIRES NOTIFICATION PER "GOPHER STATE ONE CALL" PRIOR TO COMMENCING ANY GRADING, EXCAVATION OR UNDERGROUND WORK. 2.THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLANS. 3.THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASE OF THIS PROJECT. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGES TO ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASE OF THIS PROJECT. 4.THE CONTRACTOR WILL 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. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 5.IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 6.THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTORS PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTORS SAFETY MEASURES IN, OR NEAR THE CONSTRUCTION SITE. 7.BEFORE BEGINNING CONSTRUCTION THE CONTRACTOR SHALL INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES IN ACCORDANCE WITH NPDES PERMIT REQUIREMENTS, BEST MANAGEMENT PRACTICES, STATE AND LOCAL REQUIREMENTS AND THE DETAILS SHOWN ON THE DETAIL SHEET(S) OF THE PROJECT PLANS. 8.ALL CONSTRUCTION PERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 9.ALL ENTRANCES AND CONNECTIONS TO CITY STREETS SHALL BE CONSTRUCTED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND NOTIFICATIONS AS REQUIRED. 10.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE CITY. THIS SHALL INCLUDE ALL SIGNAGE, BARRICADES, FLASHERS AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. 11.ADJUST ALL EXISTING STRUCTURES, BOTH PUBLIC AND PRIVATE TO THE PROPOSED GRADES WHERE DISTURBED AND COMPLY WITH ALL REQUIREMENTS OF THE UTILITY OWNERS. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. 12.EXISTING TOPOGRAPHY PROVIDED BY LOUCKS ASSOCIATES, TOPOGRAPHIC SURVEY DATED 10/13/20. GENERAL NOTES SITE PLAN LEGEND BITUMINOUS PAVEMENT - UNLESS NOTED, BASEMENT FLOOR ELEVATION FOR FULL BASEMENT IS 8.0 FEET BELOW THE GARAGE FLOOR ELEVATION. - MINIMUM BASEMENT ELEVATION REFLECTS LOWEST FLOOR ELEVATIONS STREET NOTES: SETBACK REQUIREMENTS CONSTRUCTED HOUSE PAD LIMITS 10 SIDE YARD 30' REAR HOUSE LOT NUMBER 30' FRONT GARAGE FLOOR ELEVATION CURB OR EDGE OF PAVEMENT CATCH BASIN STREETLOT CORNER BLOCK NUMBER 913.0 917.0 GRADE AT REAR OF HOUSE PAD (LOWEST OPENING) LOT EASEMENTS 5' MIN. SIDE/REAR HOUSE 10' MIN. FRONT 1015 1020 1025 1030 1035 1040 1045 1050 1015 1020 1025 1030 1035 1040 1045 1050 -0+251020.401020.60+001021.401021.11022.371022.41+001022.521022.61022.271022.42+001022.961023.11025.731025.13+001029.621028.51033.501033.34+001037.391036.51040.801040.55+001042.791043.81043.771044.96+007+00 PROPOSED CL GRADE EXISTING GRADE HORIZONTAL: 1"=30' VERTICAL: 1"=3' PVI STA = 2+52.00 PVI ELEV = 1022.00 LOW PT. STA=2+08.17 LOW PT. ELEV=1022.24 A.D. = 8.28 K = 12.1 100' VC BVCS: 2+02.00BVCE: 1022.26EVCS: 3+02.00EVCE: 1025.892.00% -0.51% 7. 7 7 % 1.91%PVI: 0+00.00EL: 1020.40PVI: 6+37.97EL: 1044.50PVI STA = 1+15.00 PVI ELEV = 1022.70 HIGH PT. STA=1+29.83 HIGH PT. ELEV=1022.60 A.D. = 2.51 K = 19.9 50' VC BVCS: 0+90.00BVCE: 1022.20EVCS: 1+40.00EVCE: 1022.57PVI STA = 5+10.00 PVI ELEV = 1042.05 HIGH PT. STA=5+60.00 HIGH PT. ELEV=1043.01 A.D. = 5.86 K = 17.1 100' VC BVCS: 4+60.00BVCE: 1038.16EVCS: 5+60.00EVCE: 1043.01WEST CURB LINEYOSEMITE AVE.SOUTH CURBLINEPUBLIC ROADPRIVATE ROAD STA: 3+20STA: 2+40TRANSITION FROM 24' WIDTH TO 20' WIDTH 1020.20 EX. 1020.63 EX. 1022.18 1022.56 1022.07 1022.47 1022.29 1023.511024 10261 0 3 0 10 3 28 0+001+002+00 3+001024.00 1025.00 102224.016.0 20.0 H.P.1022.601022.20L.P.44 4 4 4 4 4 4 1023.511030104010261028103210341036103810421044104410461030103210341 0 3 4 4441030 102410261028 881042.5 1036.7 1026.50 EOF 3+0 0 4+005+006+006+37.97 1025.00 1044.50 1043.801044.50 1042.0 1035.5 20.0SCALE IN FEET 0 30 60 CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 02 /23 / 2021 3:55 PMW:\2020\20327\CADD DATA\CIVIL\_dwg Sheet Files\C2-2 - STREET PLAN & PROFILEOUCKSL QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS CADD QUALIFICATION DEER HAVEN CHANHASSEN, MN KEN ASHFELD 6480 YOSEMITE AVE. CHANHASSEN, MN 55331 11-09-20 PRELIMINARY SUBMITTAL 01-08-21 LOT LINES & GRADING 02-05-21 CONST DOCUMENTS C0-1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C2-2 STREET PLAN & PROFILE C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C4-2 SANI. SEWER PLAN & PROFILE C8-1,2 DETAIL SHEETS L1-1 TREE CANOPY PLAN L2-1 LANDSCAPE PLAN Review Date SHEET INDEX License 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. Todd W. McLouth - PE Project Lead Drawn By Checked By Loucks Project No. 20383 20327 TWM TRG TWM 02/05/21 L3-1 LANDSCAPE DETAILS STREET PLAN & PROFILE C2-2 TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.NN REMOVE PORTION OF EX. B6 CURB. SAW-CUT & MATCH EX. BIT. INSTALL TAPER CURB ENDS TO MATCH NEW ROAD. OUTLOT A 3 2 1 YOSEMITE LANE ADJUST EX. VALVE BOX NO SMALL UTILITIES OR IRRIGATION PIPES SHALL BE PLACED IN THE ROADWAY STRUCTURAL SECTION. R/W (SOUTH) PUBLIC ROAD SECTION 12'12' DETAIL A MINIMUM SECTION DETAIL A 1.5" BIT. WEAR COURSE MN/DOT 2360 2357 TACK COAT 2" BIT. NON-WEAR COURSE MN/DOT 2360 9" AGG. BASE, CLASS 5 MN/DOT 3138 APPROVED SUBGRADE (NORTH)R/W VARIES 3:1 MAX 33' VARIES CONSTRUCT ROAD TO AVOID POWER POLENO SMALL UTILITIES OR IRRIGATION PIPES SHALL BE PLACED IN THE ROADWAY STRUCTURAL SECTION. R/W (WEST) PRIVATE ROAD SECTION 10'10' 2.0% DETAIL A SECTION DETAIL A 2" BIT. WEAR COURSE MN/DOT 2360 8" AGG. BASE, CLASS 5 MN/DOT 3138 APPROVED SUBGRADE 3:1 MAX 15' 5' 1.66% CB103 CB104 6" PVC DRAINTILE-SEE DETAIL 6" PVC C.O. 1020.20 EX.1020.63 EX. 1022.181022.56 1022.071022.47 1022.291023.5110301040 1024 102610281032103410361038104210441044104210441046103010301 0 3 0 10301022102210241024102610261028102810281032103210341 0 3 4 1030 1024 1026 1028 8881047.0 1039.0 1047.0 1042.5 FBWO 1042.5 1034.5 FBWO FBWO 1036.7 1036.7 1028.7 1026.50 EOF 0+001+002+003+ 0 0 4+00 5+00 6+00 6+37.97 1040 1032103410361038 1 0 4 2 1042 1027.0 EOF 5.2%1024.00 1025.001042.501044.50 1043.801044.50 1045.00 1044.50 7.1%5.7%1042.0 1035.5 1026102810281041.0 1022 BASIN 1 BOTTOM-1024.0 HWL-1026.5 NWL-DRY BASIN 2 BOTTOM-1024.0 HWL-1025.7 NWL-DRY PHASE 1 GRADING LIMITS, TYP. PHASE 2 GRADING NSCALE IN FEET 0 30 60 CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 02 /23 / 2021 3:40 PMW:\2020\20327\CADD DATA\CIVIL\_dwg Sheet Files\C3-1 - GRADING & DRAINAGE PLANOUCKSL QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS CADD QUALIFICATION DEER HAVEN CHANHASSEN, MN KEN ASHFELD 6480 YOSEMITE AVE. CHANHASSEN, MN 55331 11-09-20 PRELIMINARY SUBMITTAL 01-08-21 LOT LINES & GRADING 02-05-21 CONST DOCUMENTS C0-1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C2-2 STREET PLAN & PROFILE C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C4-2 SANI. SEWER PLAN & PROFILE C8-1,2 DETAIL SHEETS L1-1 TREE CANOPY PLAN L2-1 LANDSCAPE PLAN Review Date SHEET INDEX License 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. Todd W. McLouth - PE Project Lead Drawn By Checked By Loucks Project No. 20383 20327 TWM TRG TWM 02/05/21 L3-1 LANDSCAPE DETAILS GRADING & DRAINAGE PLAN C3-1 TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. GRADING, DRAINAGE & EROSION CONTROL NOTES 1.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 6 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. 3.STREETS MUST BE CLEANED AND SWEPT THROUGHOUT THE DURATION OF CONSTRUCTION, WITHIN 24 HOURS, WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 4.DUST MUST BE ADEQUATELY CONTROLLED. 5.SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 6.SEE UTILITY PLANS FOR WATER, STORM AND SANITARY SEWER INFORMATION. GRADING LEGEND PHASE 1 MINOR CONTOUR PHASE 1 MAJOR CONTOUR PHASE 2 MINOR CONTOUR PHASE 2 MAJOR CONTOUR - UNLESS NOTED, BASEMENT FLOOR ELEVATION FOR FULL BASEMENT IS 8.0 FEET BELOW THE GARAGE FLOOR ELEVATION. - MINIMUM BASEMENT ELEVATION REFLECTS LOWEST FLOOR ELEVATIONS STREET NOTES: SETBACK REQUIREMENTS CONSTRUCTED HOUSE PAD LIMITS 10 SIDE YARD 30' REAR HOUSE LOT NUMBER 30' FRONT GARAGE FLOOR ELEVATION CURB OR EDGE OF PAVEMENT CATCH BASIN STREETLOT CORNER BLOCK NUMBER 913.0 917.0 GRADE AT REAR OF HOUSE PAD (LOWEST OPENING) LOT EASEMENTS 5' MIN. SIDE/REAR HOUSE 10' MIN. FRONT PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 4444444444 4 4 4 4 4 4 1020.20 EX.1020.63 EX. 1022.181022.56 1022.071022.47 1022.291023.5110301040 1024 102610281032103410361038104210441044104210441046103010301 0 3 0 10301022102210241024102610261028102810281032103210341 0 3 4 1030 1024 1026 1028 8881047.0 1039.0 1047.0 1042.5 FBWO 1042.5 1034.5 FBWO FBWO 1036.7 1036.7 1028.7 1026.50 EOF 1040 1032103410361038 1 0 4 2 1042 1027.0 EOF 5.2%1024.00 1025.001042.501044.50 1043.801044.50 1045.00 1044.50 7.1%5.7%1042.0 1035.5 1026102810281041.0 1022 SILT FENCE 1' INSIDE PROPERTY LINE SILT FENCE ROCK CONSTRUCTION ENTRANCE PAD INLET PROTECTION INLET PROTECTION INLET PROTECTION INLET PROTECTION 2 ROWS OF SILT FENCE ALONG ADJACENT WETLAND 5' SEPARATION PHASE 1 SILT FENCE 1' INSIDE PROPERTY LINE PHASE 2 SILT FENCE PHASE 2 SILT FENCE TREE FENCE TREE FENCE NSCALE IN FEET 0 30 60 CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 02 /23 / 2021 3:59 PMW:\2020\20327\CADD DATA\CIVIL\_dwg Sheet Files\C3-2 - SWPP PLANOUCKSL QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS CADD QUALIFICATION DEER HAVEN CHANHASSEN, MN KEN ASHFELD 6480 YOSEMITE AVE. CHANHASSEN, MN 55331 11-09-20 PRELIMINARY SUBMITTAL 01-08-21 LOT LINES & GRADING 02-05-21 CONST DOCUMENTS C0-1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C2-2 STREET PLAN & PROFILE C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C4-2 SANI. SEWER PLAN & PROFILE C8-1,2 DETAIL SHEETS L1-1 TREE CANOPY PLAN L2-1 LANDSCAPE PLAN Review Date SHEET INDEX License 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. Todd W. McLouth - PE Project Lead Drawn By Checked By Loucks Project No. 20383 20327 TWM TRG TWM 02/05/21 L3-1 LANDSCAPE DETAILS STORM WATER POLLUTION PREVENTION PLAN C3-2 TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. INLET PROTECTION SILT FENCE EROSION CONTROL BLANKET ROCK CONSTRUCTION ENTRANCE SWPPP LEGEND SEE SHEET C3-3 FOR SWPPP NOTES AND DETAILS. ADD TREE FENCE AS NECESSARY FOR PHASE 1. GENERAL NOTES TREE FENCE CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 02 /23 / 2021 9:12 AMW:\2020\20327\CADD DATA\CIVIL\_dwg Sheet Files\C3-3 - SWPPP NOTES & DETAILSOUCKSL QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS CADD QUALIFICATION DEER HAVEN CHANHASSEN, MN KEN ASHFELD 6480 YOSEMITE AVE. CHANHASSEN, MN 55331 11-09-20 PRELIMINARY SUBMITTAL 01-08-21 LOT LINES & GRADING 02-05-21 CONST DOCUMENTS C0-1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C2-2 STREET PLAN & PROFILE C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C4-2 SANI. SEWER PLAN & PROFILE C8-1,2 DETAIL SHEETS L1-1 TREE CANOPY PLAN L2-1 LANDSCAPE PLAN Review Date SHEET INDEX License 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. Todd W. McLouth - PE Project Lead Drawn By Checked By Loucks Project No. 20383 20327 TWM TRG TWM 02/05/21 L3-1 LANDSCAPE DETAILS STORM WATER POLLUTION PREVENTION NOTES & DETAILS C3-3 1.THE NATURE OF THIS PROJECT WILL CONSIST OF CONSTRUCTING A ROAD WITH NO CURB AND GUTTER FOR A FOUR LOT RESIDENTIAL DEVELOPMENT WHERE A DRIVEWAY CURRENTLY IS. With THE ROAD, UTILITIES FOR FUTURE LOTS AND STORMWATER TREATMENT WILL BE ADDED 2.THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES ARE AS FOLLOWS: 1.INSTALL VEHICLE TRACKING BMP 2.INSTALL SILT FENCE AROUND SITE 3.INSTALL PROTECTIVE FENCE AROUND FILTRATION AREAS 4.CLEAR AND GRUB SITE 5.STRIP AND STOCKPILE TOPSOIL 6.REMOVE PAVEMENTS 7.ROUGH GRADE SITE 8.IMPORT CLEAN FILL FOR REPLACEMENT AND BALANCE 9.INSTALL UTILITIES 7.INSTALL PAVEMENTS 8.FINAL GRADE SITE 7.CONSTRUCT STORMWATER MANAGEMENT BASINS 8.INSTALL SILT FENCE AROUND BASINS 9.REMOVE ACCUMULATED SEDIMENT FROM BASINS 10.CONSTRUCT FILTRATION TRENCHES 11.SEED AND MULCH 12.WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. 3.SITE DATA: AREA OF DISTURBANCE:1.3± AC PRE-CONSTRUCTION IMPERVIOUS AREA:0.43 AC POST-CONSTRUCTION IMPERVIOUS AREA:0.82 AC GENERAL SOIL TYPE:LOAM 4.THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE IDENTIFIED WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC. BEFORE CONSTRUCTION BEGINS. 5.ALL DISTURBED GROUND LEFT INACTIVE FOR SEVEN (7) OR MORE DAYS SHALL BE STABILIZED BY SEEDING OR SODDING (ONLY AVAILABLE PRIOR TO SEPTEMBER 15) OR BY MULCHING OR COVERING OR OTHER EQUIVALENT CONTROL MEASURE. 6.ON SLOPES 3:1 OR GREATER MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES, SLOPE LENGTHS CAN NOT BE GREATER THAN 75 FEET. DENOTES SLOPES GREATER THAN 3:1. ALL 3:1 SLOPES TO BE STABILIZED WITH EROSION CONTROL BLANKET 7.ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL DISCHARGE ARE STABILIZED. 8.TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN NOT BE PLACED IN SURFACE WATERS OR STORM WATER CONVEYANCE SYSTEMS. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OF SILT, CLAY, OR ORGANIC COMPOUNDS ARE EXEMPT EX: CLEAN AGGREGATE STOCK PILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES. 9.SEDIMENT LADEN WATER MUST BE DISCHARGED TO A SEDIMENTATION BASIN WHENEVER POSSIBLE. IF NOT POSSIBLE, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S. 10.SOLID WASTE MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 11.EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE, RUNOFF MUST BE PROPERLY CONTAINED. 12.NO ENGINE DEGREASING IS ALLOWED ON SITE. 13.THE OWNER WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE AND IS RESPONSIBLE FOR COMPLIANCE WITH ALL TERMS AND CONDITIONS OF THE PERMIT. THE OPERATOR (CONTRACTOR) WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE FOR ALL APPLICABLE CONSTRUCTION ACTIVITY REQUIREMENTS FOUND IN SECTIONS 3, 4, 6-24 OF THE NPDES PERMIT AND IS JOINTLY RESPONSIBLE WITH THE OWNER FOR COMPLIANCE WITH THOSE PORTIONS OF THE PERMIT. 14.TERMINATION OF COVERAGE-PERMITTEE(S) WISHING TO TERMINATE COVERAGE MUST SUBMIT A NOTICE OF TERMINATION (NOT) TO THE MPCA. ALL PERMITTEE(S) MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ONE OR MORE OF THE FOLLOWING CONDITIONS HAVE BEEN MET: A.FINAL STABILIZATION, PER NPDES PERMIT SECTION 13 HAS BEEN ACHIEVED ON ALL PORTIONS OF THE SITE FOR WHICH THE PERMITTEE IS RESPONSIBLE. B.TRANSFER OF OWNERSHIP AS DESCRIBED IN THE PERMIT. 15. INSPECTIONS A.INITIAL INSPECTION FOLLOWING SILT FENCE INSTALLATION BY CITY REPRESENTATIVE IS REQUIRED. B.EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS FOLLOWING A 0.5" OVER 24 HOUR RAIN EVENT. C.STABILIZED AREAS: ONCE EVERY 30 DAYS D.FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING CONSTRUCTION. E.INSPECTION AND MAINTENANCE RECORDS MUST BE RETAINED FOR 3 YEARS AFTER FILING OF THE NOTICE OF TERMINATION AND MUST INCLUDE: DATE AND TIME OF ACTION, NAME OF PERSON(S) CONDUCTING WORK, FINDING OF INSPECTIONS AND RECOMMENDATIONS FOR CORRECTIVE ACTION, DATE AND AMOUNT OF RAINFALL EVENTS GREATER THAN 0.5 INCHES IN A 24 HOUR PERIOD. 16. MINIMUM MAINTENANCE A.SILT FENCE TO BE REPAIRED, REPLACED, SUPPLEMENTED WHEN NONFUNCTIONAL, OR 1/3 FULL; WITHIN 24 HOURS B.SEDIMENT BASINS DRAINED AND SEDIMENT REMOVED WHEN REACHES 1/2 STORAGE VOLUME. REMOVAL MUST BE COMPLETE WITHIN 72 HOURS OF DISCOVERY. C.SEDIMENT REMOVED FROM SURFACE WATERS WITHIN (7)SEVEN DAYS D.CONSTRUCTION SITE EXITS INSPECTED, TRACKED SEDIMENT REMOVED WITH 24 HOURS. E.PROVIDE COPIES OF EROSION INSPECTION RESULTS TO CITY ENGINEER FOR ALL EVENTS GREATER THAN 12" IN 24 HOURS 17.THE SWPPP, INCLUDING ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION ACTIVITY BY THE PERMITTEE(S) WHO HAVE OPERATIONAL CONTROL OF THE SITE. 18.OWNER MUST KEEP RECORDS OF ALL PERMITS REQUIRED FOR THE PROJECT, THE SWPPP, ALL INSPECTIONS AND MAINTENANCE, PERMANENT OPERATION AND MAINTENANCE AGREEMENTS, AND REQUIRED CALCULATIONS FOR TEMPORARY AND PERMANENT STORM WATER MANAGEMENT SYSTEMS. THESE RECORDS MUST BE RETAINED FOR THREE YEARS AFTER FILING NPDES NOTICE OF TERMINATION. 19.SWPPP MUST BE AMENDED WHEN: A.THERE IS A CHANGE IN DESIGN, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON DISCHARGE B.INSPECTIONS INDICATE THAT THE SWPPP IS NOT EFFECTIVE AND DISCHARGE IS EXCEEDING WATER QUALITY STANDARDS. C.THE BMP'S IN THE SWPPP ARE NOT CONTROLLING POLLUTANTS IN DISCHARGES OR IS NOT CONSISTENT WITH THE TERMS AND CONDITIONS OF THE PERMIT. 20.CONCRETE WASHOUT AREA A.CONCRETE WASH-OUT IS NOT ALLOWED ON-SITE. 21.IN THE EVENT OF ENCOUNTERING A WELL OR SPRING DURING CONSTRUCTION CONTRACTOR TO CEASE CONSTRUCTION ACTIVITY AND NOTIFY ENGINEER. 22.PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. 23.FINAL STABILIZATION FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACTIVITIES HAVE BEEN COMPLETED AND THAT DISTURBED AREAS ARE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH 70% OF THE EXPECTED FINAL DENSITY, AND THAT ALL PERMANENT PAVEMENTS HAVE BEEN INSTALLED. ALL TEMPORARY BMP'S SHALL BE REMOVED, DITCHES STABILIZED, AND SEDIMENT SHALL BE REMOVED FROM PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER TO RETURN THE POND TO DESIGN CAPACITY. 24. TEMPORARY SEDIMENTATION BASINS A.THE TEMPORARY SEDIMENTATION BASINS SHALL BE CONSTRUCTED AND MADE OPERATIONAL PRIOR TO DISTURBANCE OF 10 OR MORE ACRES DRAINING TO A COMMON LOCATION. B.TEMPORARY SEDIMENTATION BASINS ARE REQUIRED PRIOR TO RUNOFF LEAVING THE CONSTRUCTION SITE OR ENTERING SURFACE WATERS WHEN 10 OR MORE ACRES OF DISTURBED SOILS DRAIN TO A COMMON LOCATION. THE BASIN MUST PROVIDE 3,600 CUBIC FEET OF STORAGE BELOW THE OUTLET PER ACRE DRAINED. IF HYDRAULIC CALCULATIONS ARE AVAILABLE, THE TEMPORARY SEDIMENTATION BASIN MUST PROVIDE A STORAGE VOLUME EQUIVALENT TO THE 2-YEAR, 24-HOUR STORM, BUT IN NO CASE LESS THAN 1800 CUBIC FEET PER ACRE DRAINED. THE TEMPORARY SEDIMENTATION BASIN MUST BE CONSTRUCTED AND MADE OPERATIONAL CONCURRENT WITH THE START OF SOIL DISTURBANCE UP GRADIENT OF THE POND. THE TEMPORARY SEDIMENTATION BASIN SHALL BE DESIGNED TO PREVENT SHORT CIRCUITING. THE OUTFALL SHALL BE DESIGNED TO REMOVE FLOATABLE DEBRIS, ALLOW FOR COMPLETE DRAWDOWN OF THE POND FOR MAINTENANCE ACTIVITIES, AND HAVE ENERGY DISSIPATION. THE EMERGENCY SPILLWAY SHALL BE STABILIZED. C.TEMPORARY SEDIMENTATION BASINS SHALL BE SITUATED OUTSIDE OF SURFACE WATERS AND ANY REQUIRED BUFFER ZONE, AND MUST BE DESIGNED TO AVOID DRAINING WETLANDS, UNLESS THE IMPACT IS IN COMPLIANCE WITH THE REQUIREMENTS OF THIS PERMIT. D.EXCESSIVE SEDIMENT-LADEN WATER THAT IS NOT PROPERLY FILTERED WILL NOT BE PERMITTED TO DISCHARGE FROM SITE. 25.DEWATERING AND BASIN DRAINING A.TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING SHALL BE DISCHARGED TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. THE TEMPORARY OR PERMANENT BASIN MAY DISCHARGE TO SURFACE WATERS IF THE BASIN WATER HAS BEEN VISUALLY CHECKED TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED IN THE BASIN AND THAT THE NUISANCE CONDITIONS WILL NOT RESULT FROM THE DISCHARGE. DISCHARGE POINTS SHALL BE ADEQUATELY PROTECTED FROM EROSION AND PROPER VELOCITY DISSIPATION PROVIDED. B.ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES MUST BE DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCE CONDITIONS, EROSION IN THE RECEIVING CHANNELS OR ON DOWN SLOPE PROPERTIES, OR INUNDATION IN WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACTS TO THE WETLAND. C.IF FILTERS WITH BACKWASH WATERS ARE USED, THE BACKWASH WATER SHALL BE HAULED AWAY FOR DISPOSAL, RETURNED TO THE BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATED INTO SITE IN A MANNER THAT DOES NOT CAUSE EROSION. BACKWASH WATER MAY BE DISCHARGED TO SANITARY SEWER IF PERMISSION IS GRANTED BY THE SANITARY SEWER AUTHORITY. 26.POLLUTION PREVENTION A.BUILDING PRODUCTS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS MUST BE UNDER COVER TO PREVENT DISCHARGE OR PROTECTED BY AN EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. B.PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICALS, AND LANDSCAPE MATERIALS MUST BE UNDER COVER. C.HAZARDOUS MATERIALS AND TOXIC WASTE MUST BE PROTECTED TO PREVENT VANDALISM. D.SOLID WASTE MUST BE STORED, COLLECTED AND DISPOSED OF IN COMPLIANCE WITH MINN. R. CH 7035. E.PORTABLE TOILETS MUST BE POSITIONED SO THAT THEY ARE SECURE AND WILL NOT BE TIPPED OR KNOCKED OVER. SANITARY WASTE MUST BE DISPOSED OF PROPERLY IN ACCORDANCE WITH MINN. R. CH 7041. F.DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED SHALL BE PREVENTED USING DRIP PANS OR ABSORBENTS. SUPPLIES SHALL BE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD MUST BE AVAILABLE FOR RECOVERED SPILLED MATERIALS. 27. DESIGN CALCULATIONS TEMPORARY & PERMANENT STORMWATER TREATMENT ARE DESIGNED TO MEET MPCA GENERAL & SPECIAL WATER REQUIREMENTS. CALCULATIONS ARE PART OF THE HYDROLOGY REPORT, WHICH IS TO BE CONSIDERED PART OF THE SWPP DOCUMENTS. SEE HYDROLOGY REPORT FOR ADDITIONAL INFORMATION. 28.GENERAL STORMWATER DISCHARGE REQUIREMENTS ALL REQUIREMENTS LISTED IN SECTIONS 5-7, 14, 16-19, 21, 24 OF THE PERMIT FOR DESIGN OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM AND DISCHARGE HAVE BEEN INCLUDED IN THE PREPARATION OF THIS SWPP. THESE INCLUDE BUT ARE NOT LIMITED TO: A.THE EXPECTED AMOUNT, FREQUENCY, INTENSITY, AND DURATION PRECIPITATION. B.THE NATURE OF STORMWATER RUNOFF AND RUN-ON AT THE SITE. C.PEAK FLOW RATES AND STORMWATER VOLUMES TO MINIMIZE EROSION AT OUTLETS AND DOWNSTREAM CHANNEL AND STREAM BANK EROSION. D.THE RANGE OF SOIL PARTICLE SIZES EXPECTED TO BE PRESENT ON THE SITE. 29.CONSTRUCTION OF FILTRATION BASINS A.NO HEAVY TRAFFIC ON FILTRATION AREAS. CONSTRUCTION TO BE DONE WITH MINIMAL COMPACTION TO FILTRATION AREAS. IF COMPACTION IS ENCOUNTERED, BASIN SOILS FOR THE FIRST & MUST BE REMOVED & RELAID. B.INFILTRATION SYSTEMS MUST NOT BE EXCAVATED TO FINAL GRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAD BEEN CONSTRUCTED AND FULLY STABILIZED UNLESS RIGOROUS EROSION PREVENTION AND SEDIMENT CONTROLS ARE PROVIDED( SECTION 16.4). C.WHEN AN INFILTRATION SYSTEM IS EXCAVATED TO FINAL GRADE (OR WITHIN THREE (3) FEET OF FINAL GRADE), THE PERMITTEE(S) MUST EMPLOY RIGOROUS EROSION PREVENTION AND SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO KEEP SEDIMENT AND RUNOFF COMPLETELY AWAY FROM THE INFILTRATION AREA. THE AREA MUST BE STAKED OFF AND MARKED SO THAT HEAVY CONSTRUCTION VEHICLES OR EQUIPMENT WILL NOT COMPACT THE SOIL IN THE PROPOSED INFILTRATION AREA. D.TO PREVENT CLOGGING OF THE INFILTRATION OR FILTRATION SYSTEM, THE PERMITTEE(S) MUST USE A PRETREATMENT DEVICE SUCH AS A VEGETATED FILTER STRIP, SMALL SEDIMENTATION BASIN, OR WATER QUALITY INLET (E.G., GRIT CHAMBER) TO SETTLE PARTICULATES BEFORE THE STORMWATER DISCHARGES INTO THE INFILTRATION OF FILTRATION SYSTEM. 30.POST CONSTRUCTION THE WATER QUALITY VOLUME THAT MUST BE RETAINED ON SITE BY THE PROJECT'S PERMANENT STORMWATER MANAGEMENT SYSTEM DESCRIBED IN SECTION 15 SHALL BE ONE (1) INCH OF RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT. SEE SECTION 15. FOR MORE INFORMATION ON INFILTRATION DESIGN, PROHIBITIONS AND APPROPRIATE SITE CONDITIONS. 31.RESPONSIBILITIES A.THE OWNER MUST IDENTIFY A CONTRACTOR WHO WILL OVERSEE THE SWPPP IMPLEMENTATION AND THE PERSON RESPONSIBLE FOR INSPECTION AND MAINTENANCE: B.THE OWNER MUST IDENTIFY THE PERSON WHO WILL BE RESPONSIBLE FOR LONG TERM OPERATIONS AND MAINTENANCE OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM: 32.TRAINING REQUIREMENTS THE PERMITTES(S) SHALL ENSURE THE FOLLOWING INDIVIDUALS IDENTIFIED IN THIS PART HAVE BEEN TRAINED IN ACCORDANCE WITH THIS PERMIT'S TRAINING REQUIREMENTS. 1. WHO MUST BE TRAINED: A. INDIVIDUAL(S) PREPARING THE SWPPP FOR THE PROJECT B. INDIVIDUAL(S) OVERSEEING IMPLEMENTATION OF, REVISING, AND/OR AMENDING THE SWPPP AND INDIVIDUALS(S) PERFORMING INSPECTIONS FOR THE PROJECT. ONE OF THESE INDIVIDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY THE MPCA. C.INDIVIDUAL(S) PERFORMING OR SUPERVISING THE INSTALLATION, MAINTENANCE AND REPAIR OF BMPS. AT LEAST ONE INDIVIDUAL ON A PROJECT MUST BE TRAINED IN THESE JOB DUTIES. 2.TRAINING CONTENT: THE CONTENT AND EXTENT OF TRAINING MUST BE COMMENSURATE WITH THE INDIVIDUAL'S JOB DUTIES AND RESPONSIBILITIES WITH REGARD TO ACTIVITIES COVERED UNDER THIS PERMIT FOR THE PROJECT. AT LEAST ONE INDIVIDUAL PRESENT ON THE PERMITTED PROJECT SITE (OR AVAILABLE TO THE PROJECT SITE IN 72 HOURS) MUST BE TRAINED IN THE JOB DUTIES DESCRIBED IN SECTION 21.2B AND SECTION 21.2C. 33.THE PERMITTEE(S) SHALL ENSURE THAT THE INDIVIDUALS ARE TRAINED BY LOCAL, STATE, FEDERAL AGENCIES, PROFESSIONAL OR OTHER ENTITIES WITH EXPERTISE IN EROSION PREVENTION, SEDIMENT CONTROL, PERMANENT STORMWATER MANAGEMENT AND THE MINNESOTA NPDES/SDS CONSTRUCTION STORMWATER PERMIT. AN UPDATE REFRESHER-TRAINING MUST BE ATTENDED EVERY THREE (3) YEARS STARTING THREE (3) YEARS FROM THE ISSUANCE DATE OF THIS PERMIT. 33.LIST OF CONTACTS * MPCA 24HR. HAZARDOUS SPILL HOTLINE: 651-649-5457 OF 80420798 DESCRIPTION UNIT TEMPORARY ROCK CONSTRUCTION ENTRANCE EA PREFABRICATED CONCRETE WASHOUT EA SILT FENCE (STANDARD)LF EROSION CONTROL BLANKET SY INLET PROTECTION EA QUANTITY 1 NOT ALLOWED 3,100 - 5 SEEDING AC 1.3± NAME OF WATER BODY TYPE OF WATER BODY SPECIAL WATER IMPAIRED WATER TYPE OF SPECIAL WATER CHRISTMAS LAKE LAKE NO NO TITLE NAME OWNER KEN ASHFELD COMPANY PHONE NUMBER PROJECT MANAGER TODD MCLOUTH LOUCKS 763-496-6742 ENGINEER SWPPP VAL ANDERSON 763-496-6728LOUCKS CONTRACTOR SITE MANGER PENDING SWPPP NOTES ESTIMATED QUANTITIES RECEIVING WATERS CERTIFICATION SPECIAL AND IMPAIRED WATERS SITE * LAKE LUCY LAKE NO NO 4444444444 4 4 4 4 4 44448 881047.0 1039.0 1047.0 1042.5 FBWO 1042.5 1034.5 FBWO FBWO 1036.7 1036.7 1028.7 1+002+003+ 0 0 4+00 5+00 6+00 6+37.97 CB 101 RIM: 1026.05 INV: 1022.0 FES INV: 1021.25 53'-15" RCP @ 0.6% MH 100 RIM: 1029.0 INV: 1021.58 60'-10" PVC SDR 35 @ 0.7% 57'-10" PVC SDR 35 @ 0.8% CB 102 RIM: 1025.30 INV: 1021.98 CONNECT TO EX. SANI. MH SANI. MH 101 SANI. MH 102 SANI. MH 103 CONTRACTOR TO COORDINATE RELOCATION OF TELEPHONE & ELECTRIC AS NECESSARY 1.5" WATER SERVICE TO EX. HOUSE HYDRANT W/GATE VALVE 6" PVC C900 WATERMAIN 12"x6" WET-TAP CONNECTION W/6" GATE VALVE BASIN 1 BOTTOM: 1024.0 HWL: 1026.50 BASIN 2 BOTTOM: 1024.0 HWL: 1025.68 SAND FILTER (SEE DETAIL) 100' - 6" PVC PERF. SDR 26 DRAINTILE W/FILTER SOCK @0.30% 18" INLET (NYLOPLAST) W/H-20 GRATE CL STA: 2+50 RIM: 1022.70 INV: 1020.90 29' - 8" PVC PERF. SDR 26 DRAINTILE W/FILTER SOCK @ 0.30% 6' - 8" PVC SDR 26 @ 0.30% INV: 1020.88 (DAYLIGHT) 147'-6" PERF. PVC DRAINTILE W/FILTER SOCK @ 0% 6"-CLEANOUT RIM: 1025.5 INV: 1022.1 55'-6" PERF. PVC DRAINTILE W/FILTER SOCK @ 0% 6"-CLEANOUT RIM: 1025.5 INV: 1022.1 CONNECT TO EX. CURB STOP - PLUG EX. WATER SERVICE. S.1035.0 S.1030.5 S.1024.7 6" CLEANOUT CL STA: 1+20 RIM: 1022.3 INV: 1021.30 6" PVC BEND 8.0 CY CL 3 RIP-RAP 18" INLET (NYLOPLAST) W/H-20 GRATE CL STA: 2+20 RIM: 1022.50 INV: 1021.00 NSCALE IN FEET 0 30 60 CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 02 /23 / 2021 2:31 PMW:\2020\20327\CADD DATA\CIVIL\_dwg Sheet Files\C4-1 - UTILITY PLANOUCKSL QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS CADD QUALIFICATION DEER HAVEN CHANHASSEN, MN KEN ASHFELD 6480 YOSEMITE AVE. CHANHASSEN, MN 55331 11-09-20 PRELIMINARY SUBMITTAL 01-08-21 LOT LINES & GRADING 02-05-21 CONST DOCUMENTS C0-1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C2-2 STREET PLAN & PROFILE C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C4-2 SANI. SEWER PLAN & PROFILE C8-1,2 DETAIL SHEETS L1-1 TREE CANOPY PLAN L2-1 LANDSCAPE PLAN Review Date SHEET INDEX License 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. Todd W. McLouth - PE Project Lead Drawn By Checked By Loucks Project No. 20383 20327 TWM TRG TWM 02/05/21 L3-1 LANDSCAPE DETAILS UTILITY PLAN C4-1 TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. UTILITY NOTES 1.STATIONING FOR SANITARY & WATER SERVICES REFER TO DISTANCE FROM DOWNSTREAM MANHOLES. 2.HDPE WATER SERVICES MAY BE INSTALLED IN THE SAME TRENCH PARALLEL WITH THE 4" PVC SANITARY SERVICES ON A BENCH A MINIMUM OF 18 INCHES ABOVE THE TOP OF SANITARY SEWER SERVICES. 3.WATERMAIN SHALL HAVE TRACER WIRE INSTALLED. 4.CONTACT CITY UTILITIES DEPARTMENT AT 952-227-1300 48 HOURS PRIOR TO OPERATING VALVES. NAME TYPE SIZE RIM BUILD CASTING 100 STMH 48"1029.0 7.42 R-1733 101 CBMH 30"1026.05 4.05 R-2577-1 TYPE C GRATE 102 CBMH 30"1025.30 3.32 TYPE C GRATE R-2577-1 4444444444444448881047.01039.01047.01042.5FBWO1042.51034.5FBWOFBWO1036.71036.71028.72+003+004+00 5+00 5+51.92 4444444444888 1028.70+00 1+00 2+00 3+00 1015 1020 1025 1030 1035 1040 1045 1050 1015 1020 1025 1030 1035 1040 1045 1050 -0+25 1032.971033.00+00 1034.341034.31030.261030.31+00 1026.731026.71027.011027.02+00 1025.801025.81025.501025.53+00 1028.011028.01032.331032.34+00 1035.711035.71039.221039.25+00 1043.131043.16+00 7+00 8+00EX MH #100STA=0+00.0 0.0'RIM=1032.97INV=1022.00 (8") NE80 LF 8" PVC SDR 35 @ 0.50%MH #101STA=0+79.8 0.0'RIM=1033.39INV=1022.40 (8") EINV=1022.40 (8") SW233 LF 8" PVC SDR 35 @ 0.50%MH #102STA=3+12.5 0.0'RIM=1030.25INV=1023.57 (8") SINV=1023.57 (8") W239 LF 8" PVC SDR 35 @ 1.24%MH #103STA=5+51.9 0.0'RIM=1042.60INV=1026.53 (8") NCORE-DRILL & CONNECT TO EX. MH INV=1022.00 (FIELD VERIFY) @ 0.50% WET-TAP CONNECTION 12"x6" DIP SPLIT TEE 6" RSV INSULATE SANITARY SEWER EX. 12" WATERMAIN 7.5' (TYP.)15" RCP STORM SEWER 8'x8' INSULATION SAN. 10" PVC STORM SEWER 8'x8' INSULATION SAN. 8'x8' INSULATION WATERMAIN INSULATE SANITARY SEWER 6" PV C C 9 0 0 W A T E R M AI N 7.5' TO TOP OF WATERMAIN 3.5' RISERHYDRANT HORIZONTAL: 1"=30' VERTICAL: 1"=3' PROPOSED GRADE EXISTING GRADE 1028.051030.001031.701032.001030.001032.401035.801039.101042.60NSCALE IN FEET 0 30 60 CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 02 /23 / 2021 9:18 AMW:\2020\20327\CADD DATA\CIVIL\_dwg Sheet Files\C4-3 - SANITARY SEWER PLAN & PROFILEOUCKSL QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS CADD QUALIFICATION DEER HAVEN CHANHASSEN, MN KEN ASHFELD 6480 YOSEMITE AVE. CHANHASSEN, MN 55331 11-09-20 PRELIMINARY SUBMITTAL 01-08-21 LOT LINES & GRADING 02-05-21 CONST DOCUMENTS C0-1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C2-2 STREET PLAN & PROFILE C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C4-2 SANI. SEWER PLAN & PROFILE C8-1,2 DETAIL SHEETS L1-1 TREE CANOPY PLAN L2-1 LANDSCAPE PLAN Review Date SHEET INDEX License 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. Todd W. McLouth - PE Project Lead Drawn By Checked By Loucks Project No. 20383 20327 TWM TRG TWM 02/05/21 L3-1 LANDSCAPE DETAILS SANITARY SEWER PLAN & PROFILE C4-2 TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SANI. MH 103SANI. MH 102 N SANI. MH 102 SANI. MH 102 EX. MH 100 EX.DRIVEWAYWOO D DUCK LANE PROVIDE ACCESS TO EXISTING DRIVEWAY DURING CONSTRUCTION. SAW-CUT & REMOVE EX. BIT. & CURB AS NECESSARY RESTORE STREET (SEE DETAIL): 12" CL V AGGREGATE 4" BIT. WEAR COURSE MATCH EX. CURB & GUTTER WOO D D U C K L A N E 1 6" RSV 12"x6" WET-TAP CONNECTION S & W 0+66 S-1024.7 S & W 1+58 S-1030.5 S & W 2+34 S-1035.0 1 2 3 1039.0FBWO1034.51028.71.STATIONING FOR SANITARY & WATER SERVICES REFER TO DISTANCE FROM DOWNSTREAM MANHOLES. 2.HDPE WATER SERVICES MAY BE INSTALLED IN THE SAME TRENCH PARALLEL WITH THE 4" PVC SANITARY SERVICES ON A BENCH A MINIMUM OF 18 INCHES ABOVE THE TOP OF SANITARY SEWER SERVICES. 3.WATERMAIN SHALL HAVE TRACER WIRE INSTALLED. 4.CONTACT CITY UTILITIES DEPARTMENT AT 952-227-1300 48 HOURS PRIOR TO OPERATING VALVES. NOTES 141' - 1.5" WATER SERVICE 1.5" CORP. STOP CONNECT TO EX. CURB STOP. PLUG EX. WATER SERVICE. WOOD DUCK LANE YOSEMITE LANE OUTLOT A CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 02 /23 / 2021 9:21 AMW:\2020\20327\CADD DATA\CIVIL\_dwg Sheet Files\C8-1 - CIVIL DETAILSOUCKSL QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS CADD QUALIFICATION DEER HAVEN CHANHASSEN, MN KEN ASHFELD 6480 YOSEMITE AVE. CHANHASSEN, MN 55331 11-09-20 PRELIMINARY SUBMITTAL 01-08-21 LOT LINES & GRADING 02-05-21 CONST DOCUMENTS C0-1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C2-2 STREET PLAN & PROFILE C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C4-2 SANI. SEWER PLAN & PROFILE C8-1,2 DETAIL SHEETS L1-1 TREE CANOPY PLAN L2-1 LANDSCAPE PLAN Review Date SHEET INDEX License 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. Todd W. McLouth - PE Project Lead Drawn By Checked By Loucks Project No. 20383 20327 TWM TRG TWM 02/05/21 L3-1 LANDSCAPE DETAILS CIVIL DETAILS C8-1 PAVEMENT SECTIONS DRAWN 12/2016 LOUCKS PLATE NO. 2031LOUCKS 1.5" BIT. WEAR COURSE MN/DOT 2360 2357 TACK COAT 2" BIT. NON-WEAR COURSE MN/DOT 2360 9" AGG. BASE, CLASS 5 MN/DOT 3138 APPROVED SUBGRADE PUBLIC 2" BIT. WEAR COURSE MN/DOT 2360 8" AGG. BASE, CLASS 5 MN/DOT 3138 APPROVED SUBGRADE PRIVATE SHALLOW SANITARY SEWER INSULATION PLASTIC PIPE 6" MIN. 24" MIN. 24"4"4" 4" 48" FLAT SHEET STYROFOAM INSULATION TYPE SM OR APPROVED EQUAL. OVERLAP INSULATION JOINTS. DRAWN 2/2016 LOUCKS PLATE NO. 4010LOUCKS CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 02 /23 / 2021 9:21 AMW:\2020\20327\CADD DATA\CIVIL\_dwg Sheet Files\C8-1 - CIVIL DETAILSOUCKSL QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS CADD QUALIFICATION DEER HAVEN CHANHASSEN, MN KEN ASHFELD 6480 YOSEMITE AVE. CHANHASSEN, MN 55331 11-09-20 PRELIMINARY SUBMITTAL 01-08-21 LOT LINES & GRADING 02-05-21 CONST DOCUMENTS C0-1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C2-2 STREET PLAN & PROFILE C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C4-2 SANI. SEWER PLAN & PROFILE C8-1,2 DETAIL SHEETS L1-1 TREE CANOPY PLAN L2-1 LANDSCAPE PLAN Review Date SHEET INDEX License 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. Todd W. McLouth - PE Project Lead Drawn By Checked By Loucks Project No. 20383 20327 TWM TRG TWM 02/05/21 L3-1 LANDSCAPE DETAILS CIVIL DETAILS C8-2 GRASS PRE-TREATMENT STRIP UNDISTURBED, UNCOMPACTED INSITU SOIL - INFILTRATION RATES GREATER THAN 1"/HOUR SUGGESTED MIN. PLANTING MEDIUM DEPTH 24" WITH A WELL BLENDED MIXTURE (BY VOLUME): 85-90% HOMOGENOUS CONSTRUCTION SAND 10-15% NATIVE TOPSOIL PLANT MATERIAL TOLERANT OF INUNDATION AND DROUGHT. NATIVE PLANTS RECOMMENDED. 3H:1L MAX.24"DDEPTH REQUIRED TO DRAIN PRACTICE IN 48 HOURS OR LESS, NOT TO EXCEED 18". RIBBON CURB PAVEMENT BIORETENTION BASIN WITH UNDERDRAIN SUGGESTED CONSTRUCTION SEQUENCING (NOTE TO DESIGNER: EDIT AS NEEDED TO MEET PROJECT REQUIREMENTS) 1.INSTALL APPROPRIATE TEMPORARY EROSION CONTROL DEVICES TO PREVENT SEDIMENT FROM LEAVING OR ENTERING THE PRACTICE DURING CONSTRUCTION. 2.ALL DOWN-GRADIENT PERIMETER SEDIMENT CONTROL BMP'S MUST BE IN PLACE BEFORE ANY UP GRADIENT LAND DISTURBING ACTIVITY BEGINS. 3.PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES, ESPECIALLY AFTER EACH RAINFALL EVENT. 4.INSTALL ALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, NATURAL GAS, PHONE, FIBER OPTIC, ETC) PRIOR TO SETTING FINAL GRADE OF BIORETENTION DEVICE. 5.ROUGH GRADE THE SITE. IF BIORETENTION AREAS ARE BEING USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION, LEAVE A MINIMUM OF 1 FEET OF COVER OVER THE PRACTICE TO PROTECT THE UNDERLYING SOILS FROM CLOGGING. 6.COMPLETE, STABILIZE, AND VEGETATE ALL OTHER SITE IMPROVEMENTS. 7.CONSTRUCT AND VEGETATE BIORETENTION DEVICE FOLLOWING STABILIZATION OF CONTRIBUTING DRAINAGE AREA. ENSURE THAT CRITICAL ELEVATIONS, SUCH AS UNDERDRAIN INVERT, TOP OF MEDIA, TOP OF MULCH, AND INVERT OF OVERFLOW STRUCTURE (IF PRESENT) ARE CORRECT. 8.REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTING DRAINAGE AREA IS ADEQUATELY VEGETATED. GENERAL NOTES (NOTE TO DESIGNER: EDIT AS NEEDED TO MEET PROJECT REQUIREMENTS) 1.IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWING EXCAVATION, THIS MATERIAL SHALL BE REMOVED FROM THE PRACTICE PRIOR TO CONTINUING CONSTRUCTION. 2.SEE MINNESOTA STORMWATER MANUAL FOR SUBGRADE PREPARATION. SAND FILTER SECTION 0.5' 3:1 3:1 4.0' 6"-8" PERFORATED SDR 26 PVC W/FILTER SOCK 2" 2" BITUMINOUS STREET 1.0' MIN. 6" PERFORATED SDR 35 DRAINTILE W/FILTER SOCK SUGGESTED MIN. PLANTING MEDIUM DEPTH 24" WITH A WELL BLENDED MIXTURE (BY VOLUME): 85-90% HOMOGENOUS CONSTRUCTION SAND 10-15% NATIVE TOPSOIL