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25-09-19 Pioneer Ridge U&S Const REV4
57.2857.2857.2867.6955.2555.2555.2555.2555.2555.2555.2555.2555.25 5 5 . 2 5 P-PUGP-PUGN:\0050930.00\DWG\CIVIL\FINAL\U&S CONST\0050930C-CVF01.DWG PIONEER RIDGE © 2025 Westwood Professional Services, Inc.SHEET INDEXCONSTRUCTION PLANSPIONEER RIDGECHANHASSEN, MINNESOTAPREPARED FOR:PIONEER RIDGE, LLC.221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337CONTACT: CHRISTOPHER CONTRERASPHONE: 952-898-0230EMAIL: CCONTRERAS@BRANDLANDERSON.COMSITEVicinity Map(NOT TO SCALE)SHEETSREVISIONDATENO.0106/10/25CITY COMMENTSALL0207/15/25CITY/COUNTY COMMENTS1-160308/07/25CITY/COUNTY COMMENTSALL0409/19/25CITY/COUNTY COMMENTSALL............FORFORSANITARY SEWER, WATERMAIN,STORM SEWER AND STREETSPREPARED BY:PROJECT NUMBER: 0050930.00CONTACT: RYAN BLUHMPhone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free CONSTRUCTION PLANSPIONEER RIDGECHANHASSEN, MINNESOTAFORFORSANITARY SEWER, WATERMAIN,STORM SEWER AND STREETSINITIAL SUBMITTAL DATE: 05/16/25SHEET: 1 OF 32PROJECT NUMBER: 0050930.00Sheet List TableSHEETNUMBERSHEET TITLE1Cover2Existing Condition & Removal Plan3Overall Utility Plan4Forcemain and Lift Staion Plan5Sanitary Sewer and Watermain Plan6Sanitary Sewer and Watermain Plan7Sanitary Sewer and Watermain Plan8Street and Storm Sewer Plan9Street and Storm Sewer Plan10Street and Storm Sewer Plan11Street and Storm Sewer Plan12Street and Storm Sewer Plan13Intersection Detail14Turn Lane Improvements15Turn Lane Improvements16Turn Lane Grading and Drainage17Details18Details19Details20Details21Details22Details23Details24Lift Station Details25Lift Station Details26Lift Station Electrical27Electrical Schematics28Electrical Schematics29Cross Sections30Cross Sections31Cross Sections32CROSS SECTIONS ∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆ ∆ ∆∆∆∆∆∆∆∆∆∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆TNHELEV=924.149087929.86SSSB-7 EL=929.869097931.51SSSB-2 EL=931.519105931.76SSSB-3 EL=931.759112912.95SSSB-6 EL=912.959122931.76SSSB-4 EL=931.769127928.08SSSB-8 EL=928.089140947.25SSSB-5 EL=947.259176930.46SSSB-1 EL=930.46SSXXPOH POH POH POH POH POH POH POH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHSTOSTOSANSANSANSANSANSANSANSTOSTOSTOSTOSTO ST O S TO S TO STOS TO S TO STOSTOSTOSTOSTOSTOWATWATWATWATWATWATWATWATWATWATWATWAT WATWATWAT WAT WAT WA T WA T WAT WAT WAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSTOSTOSTOPOH POH POH POH POH POH POH POHPOHPOHSTOSTOSTO STOHH FIBER OPTICFOFOFO TSTWPUGPUGPUGPUGSANSANGASGASWAT WATFD. 1/2 INCHOPEN IRON PIPEFD. 1/2 INCH OPENLS #12294FD. 2 INCH MNDT DISCR/W BOUNDARY CORNER B6FD. 1/2 INCH OPENLS #12294FD. 1/2 INCH OPENLS #12294E 1/4 COR OF SEC. 27, TWP. 116, RGE. 23 &W 1/4 COR OF SEC. 26, TWP. 116, RGE. 23FD. 4 INCH DISCS. LINE OF THE SE 1/4 OFTHE NE 1/4 OF SEC. 27E. LINE OF THE SE 1/4 OFTHE NE 1/4 OF SEC. 27W. LINE OF THE SW 1/4 OFTHE NW 1/4 OF SEC. 28S. LINE OF THE SW 1/4 OFTHE NW1/4 OF SEC. 28S3 0 ° 3 6 ' 5 2 " W 4 3 5 . 0 9 S22 ° 5 7 ' 1 7 " W 1 7 3 . 0 7S87°24'40"W 336.72L=559.48R=852.85Δ=37°35'13"S 4 6 ° 0 0 ' 0 3 "W 1 9 0 . 4 6 L=351.20CH=323.84CHB=S 20°54'41" ER=253.78Δ=79°17'21"NORTHWESTERLY BOUNDARYPER MNDT R/W PLAT NO. 10-20N51°07'03"E 2 5 3 . 8 8 N69°27'12"E 464 .59 N08°53'48 " E 1 7 1 . 8 4 FD. REBAR W/CAPR/W BOUNDARYCORNER B7R/W BOUNDARYCORNER B5LINE 1LINE 1BRICK FIREPITBRICK FIREPITBRICK FIREPITBRICK FIREPITGARDEN AREASWINGSETGARDEN AREAAPPROXIMATEMOW LINEAPPROXIMATEMOW LINEPONDGARDEN AREARE=929.30CAN'T OPENRE=924.43IE=919.73 (E)IE=913.03 (W)RE=924.39IE=920.09 (E)IE=920.29 (NE)RE=900.85IE=896.15 (NE)IE=896.15 (SE)RE=901.83IE=896.43 (SW)RE=899.85IE=895.55 (NW)IE=895.45 (NE)IE=895.45 (SE)IE=895.15 (SW)RE=903.48IE=900.28 (NW)IE=899.98 (SW)IE=900.28 (NE)RE=904. 7 3 IE=899.3 3 ( S E )RE=906.09IE=902.79 (NE)IE=902.79 (SW)RE=910.08IE=906.78 (NE)IE=906.78 (SW)RE=916.64IE=913.24 (SW)RE=908.74RE=909.92RE=923.28IE=919.1824" RCP20" RCP15" RCP12" RCP15" RCP12" RCP 1 2 " R C P 12" RCP12" RCP12" RCP12" RCPPID: 256090450CITY OF CHANHASSENPID: 256090410DEEPAKAGGARWALPID: 256090400REBECCAARMAGOSTPID: 256090390ANDERSSYVERSONPID: 256090380MATTHEWSEVERANCEPID: 256090370DANIEL &NANCY GILMOREPID: 256090360AARON &JENNIFER PIERCEPID: 256090350MATTHEW &HOLLY WILDEPID: 256090340LESLIE & DANAELDERPID: 256090330GLEN & NATANIASCHOENBERGNATHAN &LINDSEY BUTTONPID: 256090460CITY OF CHANHASSENBLUFF CREEK DRIVE(PUBLIC STREET)PIONEER TRA IL (PUBL IC STREET )WIDTH VAR IES US H I G H W A Y 2 1 2 (P U B L I C S T R E E T ) WI D T H V A R I E S80R/W10 FT B ITUM INOUSTRAIL 5 FT CONCRETESIDEWALKN00°26'15"W 530.77 CONTROLLED ACCESS SHOWNPER MNDT R/W PLAT NO. 10-20CONTROLLED ACCESS PERDEED RESTRICTION12" RCP 15" RCP24" RCPPATIOGARAGEOLIVIA2-STORYPORCH15161718192021222324252627282930313212345678910111213141516171819202135112JONN I WAYCREEK RIDGE PLACE 123456789101112131457.28 57.28 57.2867.6955.2555.2555.2555.2555.2555.2555.2555.2555.25 5 5 . 2 5 PATIOGARAGEOLIVIA2-STORY3334OUTLOT A1OUT LO T B OUTLOT BOUTLOT B 3548 4 9 5 0 515253545556575859JONNI WAYP-P U GP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUG P - PUG P - P U G P - P U GP-PUGSAWCUT 205 LFOF BITUMINOUSREMOVE 380 LFOF CONCRETESIDEWALKPROTECTUNDERGROUNDUTILITIESPIONEER TRAIL (CSAH 14)SEE SHEET 14 FORREMOVALS0'60'120'180'1" = 60'LEGENDGUY WIREFLARED END SECTIONBEEHIVE CATCH BASINCATCH BASINPOWER POLESIGNSTREET LIGHTSTEEL/WOOD POSTPOWER OVERHEADWATERMAINSTORM SEWERHYDRANTFENCE LINECONTROLLED ACCESSCURB & GUTTERCONCRETE SURFACEFOUND MONUMENT (SEE LABEL)TREE LINEPOHSTOWAT∆XEASEMENT LINESECTION LINELOT LINEBOUNDARY LINERIGHT-OF-WAY LINETRAFFIC SIGNALSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THESTATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\FINAL\U&S CONST\0050930C-ECF01.DWG 322PROJECT NUMBER: 0050930.00CHANHASSEN, MINNESOTA09/19/25RMBRMBEJK© 2025 Westwood Professional Services, Inc.PIONEER RIDGEEXISTING CONDITION &REMOVAL PLAN221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125709/19/25RYAN BLUHMCHRIS AMBOURN4305509/19/25PIONEER RIDGE, LLC.09/19/2553774NICHOLAS T. MEYERCommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##06/10/2507/15/2508/07/2509/19/25.CITY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTS.REMOVALSREMOVAL AREASAWCUT HYD (TYP.)HYD (TYP.)OU TOUTOUTOUTOUTOUTOUT OUTNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWL HWL HWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLOUTOUTOUTOUTOUTOUTOUTOUTOUTHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLNWLNWLNWLNWLNWLNWLHWLHWLHWLHWLHWLHWLHWL NWLNWLNWLOUTOUTNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWL PATIOGARAGEOLIVIA2-STORYPORCH15161718192021222324252627282930313212345678910111213141516171819202135112JONNI WAYCREEK RIDGE PLACE 1234567891011121314PATIOGARAGEOLIVIA2-STORY3334OUTLOT A1OUTLOT B OUTLOT BOUTLOT B OUTLOT COUTLOT D353548 49 50 515253545556575859JONNI WAYP-P U GP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGHEMLOCK WAYMAYAPPLE PASSSAN SAN SAN SANSANSANSANSANSANSANSSSSSWA T WA TWATWATWATWATWATWATWATWATWATWATWATWATWAT WATWAT∆∆∆∆∆∆∆∆∆ ∆ ∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆ ∆ ∆ ∆BLUFF CREEK DRIVEPIONEER TRA IL HI G H W A Y 2 1 2 EX-MHRE = 929.30EX-MHRE = 916.64EX-MHRE = 910.08EX-MHRE = 906.09EX-MHRE = 903.48EX-MHRE = 899.85EX-MHRE = 900.85EX-MHRE = 924.43EX-MHRE = 924.39EX-MHRE = 901.83EX-MHRE = 904.73EX-MHRE = 923.28SEX-MHRE = 937.53SEX-MHRE = 937.43XXX X POH POH POH POH POH POH POH POH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHSTOSTOSANSANSANSANSANSANSANSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOSTOSTOSTOSTOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATSTOSTOSTOPOH POH FOFOFO TEX-MHRE = 937.21EX-MHRE = 937.22EX-MHRE = 936.73EX-MHRE = 937.39EX-MHRE = 938.86EX-MHRE = 937.48EX-MHRE = 939.16TWPUGPUGPUGSANSANGASGASWAT WATLIFTSTATIONSTOSTO123 456789101112130 1 2 3 4 512345S484950515253545556 575859FMFMFMSTO0 1 234STOEX. 15" STMEX. 12" STMEX. 20" STMEX. 12" STMEX. 12" STMEX. 15" STMEX. 12" STMEX. 24" STMEX. TRAIL EX. TRAILMH-1MH-7MH-2MH-3MH-8CBMH-104CB-107FES-100CBMH-105CB-106STMH-101FES-86FES-83CBMH-95FES-88CB-109CBMH-108CBMH-103CBMH-102MH-4MH-12CB-57FES-61CBMH-91CBMH-59MH-LS014" FORCEMAINDIRECTIONALLY DRILLEDIE=916.13CONNECT FORCEMAININTO EX MHMH-111HYD (TYP.)8" GV (TYP.)8" DIP WM8" DIP WM8" DIP WM8" DIP WM8" DIP WMFES-119CBMH-115STMH-114CBMH-113STMH-112CBMH-110CBMH-111HYD (TYP.)STMH-84OCS-137CBMH-141(SEE MNDOT DETAIL 4129G)OCS-88ASTMH-117OCS-110AFES-177FES-168CBMH-172CBMH-170CB-169FES-132FES-130OCS-131INSTALL DRIVEOVER CASTINGSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\FINAL\U&S CONST\0050930C-OAF01.DWG 323CHANHASSEN, MINNESOTA09/19/25RMBRMBEJKPIONEER RIDGEOVERALL UTILITY PLAN221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125709/19/25RYAN BLUHMPIONEER RIDGE, LLC.CONSTRUCTION PLANS© 2025 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'60'120'180'1" = 60'60'12' or 6'06/10/2507/15/2508/07/2509/19/25.CITY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTS.PROJECT NUMBER: 0050930.00SANEXISTINGPROPOSEDSTOWATWATOVERALL UTILITY LEGEND1.THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THEOWNER OF ANY DIFFERENCES.2.UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL CONFORM TO THE2018 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER MAIN AND SERVICE LINEINSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BY THE CITY ENGINEERINGASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION" MINN.DEPT. OF TRANS., 2020 EDITION AND SUPPLEMENTAL SPECIFICATIONS SEPTEMBER 2022. THECONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE LOCAL AGENCY.3.THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THE PROPERTYLIMITS.4.VERIFY EXISTING INVERT LOCATION & ELEVATION PRIOR TO BEGINNING CONSTRUCTION.5.THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR UTILITY LOCATIONS PRIOR TOUTILITY INSTALLATION.GENERAL UTILITY NOTESSDTSANITARY SEWERSTORM SEWERWATER MAINHYDRANTDRAIN TILE FM Centerline9009059109159209259309359409009059109159209259309359400+501+002+003+004+005+006+006+50MH-111STA: 1+50RE=927.26IE=912.43 (8" E)IE=912.33 (8" N)D=14.9MH-LS01STA: 1+50RE=928.87IE=916.00 (4" W)IE=912.15 (8" S)Sump=906.15D=22.7EX MH-140STA: 1+00RE=937.03IE=918.13 (4" SE)IE=918.130D=18.930 LF-8" PVCSDR 26 @0.57%7 LF-4" HDPE2 LF-4" HDPE56 LF-4" HDPE61 LF-4" HDPE84 LF-4" HDPE43 LF-4"HDPE4" MJ GVSTA=5+49ELEV=916.00445 LF - 4" HDPE FM89 LF-4" HDPEEX. 8" WMEX. 15" STM46 LF-4" HDPE34 LF-4"HDPE12LF-4"HDPE2 LF-4" PVC8 LF-4" HDPEEX. GROUND FOR FMEX. CL GRADESANSANSWAT WATWATWATWATWATWATWATWATWATWATWAT 1 2 3 4 5 6 7 8 9 1 0 1 1 2 1 1 2 1 2 3OUTLO T A OUTLOT B P-P U G P-PU G P-PUG P-PUG P-PUG P-PUG P-PUG P- P U G OUT OUT OU THWLHWL HW L HW L NWL NWL NWLNWLNWL N W LNWLNWLHWL HWL HWL HWLHWL HWLHWLHWLHWL OUTOUT OUTSS POH POH POH POH POH POH POH POH PO H POH SANSANSANSANSANSANSANRE=937.53IE=918.83 (E/W)8" PVCRE=937.43IE=918.13 (N/E/W)SAN 8" PVCSTO STO STO STO STO WATWATWATWATWATWAT WAT WAT WAT WAT WAT WAT WAT WA TSTOSTO STOSTOH H FOFOFOT STWPUGPUGPUGPUGPUGSANSANSANGASGASWATWAT1 2 3 412345SFMFMFMFM0123456MH-LS01MH-111MH-12EX MH-140RE=937.03IE=918.13 (4" SE)D=18.9SAWCUT LIMITS(SEE SHEET 2)CONSTRUCTION LIMITSTO BE INSIDEROW/PROPERTY LINEFOR FORCEMAINREMOVE SIDEWALK(SEE SHEET 2)PROTECTSTORM SEWEREXISTING HOMEEXISTING HOMECONNECT TO EX.MHREMOVE REPLACEPAVEMENT AS REQUIREDHEMLOCK WAYBLUFF CREEK DRIVEJONN I WA Y PROTECTUNDERGROUNDUTILITIESPROTECTWATERMAINPROTECTWATERMAININSTALL CONCRETE SIDEWALK(SEE SHEET ##)NWLNWLNWLNWLNWLNWLNWLNWL H W L HW L HW L HW LHWLHWLHWLHWLHWLHWL5 FM FM FM FM FM FM FM MH-LS01MH-111Bluff Creek Drive9109159209259309359409459109159209259309359409450+001+002+003+004+005+00PVI STA = 0+00.00PVI ELEV = 920.06PVI STA = 1+01.74PVI ELEV = 926.81PVI STA = 2+07.61PVI ELEV = 932.41PVI STA = 3+15.75PVI ELEV = 935.39PVI STA = 4+16.89PVI ELEV = 937.77WET TAPELEV=916.6CL HEMLOCK WAYCL JONNI WAYPROPOSED 4" FMEX. 8" WMTOP OF WMELEV=929.6SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\FINAL\U&S CONST\0050930C-UTF01.DWG 324CHANHASSEN, MINNESOTA09/19/25RMBRMBEJKPIONEER RIDGEFORCEMAIN AND LIFTSTAION PLAN221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125709/19/25RYAN BLUHMPIONEER RIDGE, LLC.CONSTRUCTION PLANS© 2025 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'50'10' or 5'06/10/2507/15/2508/07/2509/19/25.CITY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTS.PROJECT NUMBER: 0050930.00FM CENTERLINE AND LIFT STATIONLEGENDSANITARY SEWER SERVICE WYE LOCATION ONMAIN LINE FROM DOWNSTREAM MANHOLESANITARY SEWER SERVICEINVERT ELEVATION @ EASEMENT LINEDENOTES ELEVATION OF THE TOP OF WATERSERVICE STOP BOXWATER SERVICE TO THIS LOT SHALL BEINSTALLED UNDER PROPOSED STORM SEWER& SHALL MAINTAIN A MINIMUM VERTICALSEPARATION FROM STORM PIPE OF 2.0 FEETXXX.XX.X' RISERXXX.XSANITARY SEWER SERVICE TO THIS LOT SHALLBE INSTALLED UNDER PROPOSED STORM SEWER- INSTALL RISER AT PROPERTY LINEWYE = X+XXBA1.FLAG HYDRANTS.2.EXTEND RODS ON DEEP VALVES.3.ALL DROP MANHOLES TO BE CONSTRUCTED USINGOUTSIDE DROPS.GENERAL NOTESTRANSFORMERCONTROL PANEL30'X15' CONC. PAD45° BENDMJ GATE VALVESSEE PROFILE BELOWB I T . D R I V E ( 3 0 ' X 1 1 ' )SEE LIFT STATION DETAILSON SHEET 25 & 26LIFT STATIONJONNI WAY (STREET A)SCALE 1" = 10'JONN I WAY45° BEND STREET 19059109159209259309359409459059109159209259309359409450+001+002+003+004+005+006+007+008+008+50305 LF-8" PVC SDR 26 @ 0.50%MH-12STA: 2+07RE=928.47IE=912.79 (8" NE)IE=912.69 (8" W)D=15.858 LF-8" PVC SDR35 @ 0.46%MH-7STA: 7+10RE=932.65IE=915.51 (8" E)IE=915.41 (8" W)D=17.2214 LF-8" PVC SDR 26 @ 0.50%MH-8STA: 5+12RE=935.35IE=914.41 (8" E)IE=914.32 (8" SW)D=21.0198 LF-8" PVC SDR 26 @ 0.51%MH-111STA: 1+50RE=927.26IE=912.43 (8" E)IE=912.33 (8" N)D=14.93.5' RISER4.0' RISER5.0' RISER5.0' RISER5.5' RISER6.0' RISER6.5' RISER7.0' RISER 7.5' RISER 7.5' RISER 8.0' RISER 8.5' RISER 8.5' RISER 8.0' RISER 8.0' RISER 7.5' RISER 7.0' RISER 6.0' RISER 6.0' RISER 5.5' RISER 5.0' RISER 4.5' RISER 3.5' RISER 3.0' RISER 2.5' RISER 843 LF - 8" C900 PVC WM7.5' MIN COVER3.1' CLRWET TAPSTA=-0+08ELEV=916.64(VERIFY EX WM CONNECTION)3.1' CLR8" GVSTA=-0+04ELEV=916.638"x6" TEE (HYD)STA=4+12ELEV=925.798"x6" TEE (HYD)STA=8+36ELEV=922.793.0' RISER3.0' RISER INSULATE(TYP)PROPOSED C/L GRADE(TYP.)PROPOSED C/L SUBGRADE(TYP.)EXISTING GROUND (TYP.)WAT123456789101112131415162112JONNI WAY12345678OUTLOT AOUTLOT BP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLNWLNWLNWLNWLNWLNWLNWLNWL HWLHWLHWLHWLHWLHWLHWLHWLHWL OUTOUTOUTBLUFF CREEK DRIVEPIONEER TRAILXXSTOSTOWATWATWATWATWATWATWATWATWATWAT WATWATWATWATWATWATWATSTOHHFOTPUGHYD w/ 6" GV16'-6" DIP8"X6" TEEGRND EL= 933.61234567345FMFMFM01 2WET TAPSTA -0+0810.0' L8" 45° BENDSTA 2+065.7' L8" 11.25° BENDSTA 5+1210.0' L8" GVSTA -0+0410.0' LMH-LS01MH-111MH-12MH-8VERIFY EXWM1" PE/HDPE SERVICEw/ CURB STOP (TYP.)4" PVC SDR SANITARYSEWER SERVICE (TYP.)SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\FINAL\U&S CONST\0050930C-UTF01.DWG 325CHANHASSEN, MINNESOTA09/19/25RMBRMBEJKPIONEER RIDGESANITARY SEWER ANDWATERMAIN PLAN221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125709/19/25RYAN BLUHMPIONEER RIDGE, LLC.CONSTRUCTION PLANS© 2025 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'50'10' or 5'06/10/2507/15/2508/07/2509/19/25.CITY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTS.PROJECT NUMBER: 0050930.00JONNI WAYLEGENDSANITARY SEWER SERVICE WYE LOCATION ONMAIN LINE FROM DOWNSTREAM MANHOLESANITARY SEWER SERVICEINVERT ELEVATION @ EASEMENT LINEDENOTES ELEVATION OF THE TOP OF WATERSERVICE STOP BOXWATER SERVICE TO THIS LOT SHALL BEINSTALLED UNDER PROPOSED STORM SEWER& SHALL MAINTAIN A MINIMUM VERTICALSEPARATION FROM STORM PIPE OF 2.0 FEETXXX.XX.X' RISERXXX.XSANITARY SEWER SERVICE TO THIS LOT SHALLBE INSTALLED UNDER PROPOSED STORM SEWER- INSTALL RISER AT PROPERTY LINEWYE = X+XXBA1.FLAG HYDRANTS.2.EXTEND RODS ON DEEP VALVES.3.ALL DROP MANHOLES TO BE CONSTRUCTED USINGOUTSIDE DROPS.GENERAL NOTES931.55.5' RISER921.3WYE = 1+10932.76.5' RISER922.5WYE = 1+64933.97.5' RISER923.8WYE = 2+18935.18.5' RISER924.7WYE = 2+70935.58.0' RISER925.3WYE = 0+42934.77.0' RISER924.3WYE = 0+94933.85.5' RISER923.4WYE = 1+50932.94.5' RISER922.5WYE = 0+09BLK NOLOT NOSSWR SERV INV@ EASMENTLINERISER = X'WYE= X+XX'CS ELEV21918.4-0+062918.43.0'0+35928.43919.43.0'0+46928.64919.43.5'0+35929.75919.94.0'0+52930.16919.95.0'1+04931.37920.95.0'1+15931.58920.96.0'1+69932.89923.77.0'2+11933.710923.77.5'2+64935.011924.78.0'2+75935.312924.78.0'0+30935.713923.67.5'0+73935.114923.66.0'1+26934.115922.66.0'1+37933.916922.65.0'1+89933.0 STREET 19109159209259309359409459509109159209259309359409459508+009+0010+0011+0012+0013+0013+10MH-3STA: 9+24RE=928.52IE=916.59 (8" N)IE=916.59 (8" E)IE=916.59 (8" W)D=11.9MH-4STA: 12+84RE=935.86IE=922.90 (8" W)D=13.0214 LF-8" PVC SDR 26 @ 0.50%359 LF-8" PVC SDR 35 @ 1.76%8"x6" TEE (HYD)STA=8+36ELEV=922.792.3' CLR84 LF - 8" C900 PVC WMEXTRA DEPTH304 LF - 8" C900 PVC WM7.5' MIN COVER78 LF - 8" C900 PVC WM7.5' MIN COVER8"x8" TEESTA=9+14ELEV=920.708" GVSTA=9+09ELEV=920.708" GVSTA=9+19ELEV=920.70TOP OF WMSTA=9+98ELEV=923.198"x6" TEE (HYD)STA=13+08ELEV=928.72INSULATE(TYP)PROPOSED C/L GRADE(TYP.)PROPOSED C/L SUBGRADE(TYP.)EXISTING GROUND (TYP.)1617181920212223242526272829303132161718192035189101133341OUTLOT B355556575859P- P U GP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGOUTHWLHWLHWLHWLHWLHWLHWLHWLHWLOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLXXSTOSTOSTOSTOWATWATWATWATWATWATWATWATWATWATWATWATWATHYD W/ 6" GV12'-6" DIP8"X6" REDUCERGRND EL=937.0HYD W/ 6" GV16'-6" DIP8"X6" TEEGRND EL= 930.5STO789101112130 1 2 355565758 59STOSTO8" 11.25° BENDSTA 9+2410.0' LMH-4MH-38" GVSTA 9+199.5' L8" GVSTA 9+098.6' L8"x8" CROSSSTA 9+149.0' L8" 11.25° BENDSTA 7+1010.0' LSTREET BSEE SHEET 7STREET ASEE SHEET 51" PE/HDPE SERVICEw/ CURB STOP (TYP.)4" PVC SDR 26 SANITARYSEWER SERVICE (TYP.)STREET BSEE SHEET 7 SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\FINAL\U&S CONST\0050930C-UTF01.DWG 326CHANHASSEN, MINNESOTA09/19/25RMBRMBEJKPIONEER RIDGESANITARY SEWER ANDWATERMAIN PLAN221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125709/19/25RYAN BLUHMPIONEER RIDGE, LLC.CONSTRUCTION PLANS© 2025 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'50'10' or 5'06/10/2507/15/2508/07/2509/19/25.CITY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTS.PROJECT NUMBER: 0050930.00LEGENDSANITARY SEWER SERVICE WYE LOCATION ONMAIN LINE FROM DOWNSTREAM MANHOLESANITARY SEWER SERVICEINVERT ELEVATION @ EASEMENT LINEDENOTES ELEVATION OF THE TOP OF WATERSERVICE STOP BOXWATER SERVICE TO THIS LOT SHALL BEINSTALLED UNDER PROPOSED STORM SEWER& SHALL MAINTAIN A MINIMUM VERTICALSEPARATION FROM STORM PIPE OF 2.0 FEETXXX.XX.X' RISERXXX.XSANITARY SEWER SERVICE TO THIS LOT SHALLBE INSTALLED UNDER PROPOSED STORM SEWER- INSTALL RISER AT PROPERTY LINEWYE = X+XXBA1.FLAG HYDRANTS.2.EXTEND RODS ON DEEP VALVES.3.ALL DROP MANHOLES TO BE CONSTRUCTED USINGOUTSIDE DROPS.GENERAL NOTES931.83.0' RISER921.6WYE = 0+62931.0921.0WYE = 1+09929.0920.6WYE = 1+72BLK NOLOT NOSSWR SERV INV@ EASMENTLINERISER = X'WYE= X+XX'CS ELEV119920.5-0+64930.820920.5-1+25932.321922.0-1+32932.522922.0-1+86933.723923.6-2+19934.424924.6-2+50934.825924.6-3+03935.526925.6-3+14935.627925.6-0+08936.328923.7-2+91935.229923.7-2+38934.730922.7-2+27934.531922.7-1+71933.332921.6-1+22933.333920.6-1+13932.034920.6-0+54930.4217920.43.5'0+40932.218920.42.5'0+93931.319919.4-1+04931.120919.4-1+57929.4JONNI WAY STREET 29059109159209259309359409059109159209259309359400+001+002+003+004+005+005+758"x8" TEESTA=2+10ELEV=920.708"x6" TEE (HYD)STA=5+57ELEV=929.75TOP OF WMSTA=3+36ELEV=922.02TOP OF WMSTA=3+66ELEV=926.00MH-3STA: 2+00RE=928.52IE=916.59 (8" N)IE=916.59 (8" E)IE=916.59 (8" W)D=11.9MH-2STA: 3+00RE=931.83IE=919.50 (8" N)IE=919.54 (8" S)D=12.3MH-1STA: 4+92RE=935.94IE=923.50 (8" S)D=12.4192 LF-8" PVC SDR 35 @ 2.08%99 LF-8" PVC SDR 35 @ 2.97%2.1' CLR159 LF - 8" C900 PVC WMEXTRA DEPTH190 LF - 8" C900 PVC WM7.5' MIN COVER8" GVSTA=2+15ELEV=920.70TOP OF WMCONNECT TO EX.(VERIFY)ELEV=914.81233 LF - 8" C900 PVC WM7.5' MIN COVERCONNECT TO EX.WATERMAIN IN PIONEER TRAILCOORDINATE WORK WITH CARVER COUNTY.CONTRACTOR TO COMPLETE COUNTY UTILITY PERMITAND PROVIDE TRAFFIC CONTROL PLAN2.1' CLRINSULATE(TYP)TOP OF WMSTA=1+10ELEV=918.14TOP OF WMSTA=0+53ELEV=914.38PROPOSED C/L GRADE(TYP.)PROPOSED C/L SUBGRADE(TYP.)EXISTING GROUND (TYP.)151617181920213217181920110111213143334OUTLOT B353554555657P-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGOUTHWLHWLPOND 2-REUSENWL=922.5BOTTOM = 913.0100 YR HWL = 925.6EOF=925.6BERM=926.1HWLHWLHWLHWLHWLHWLOUTOUTOUTOUTHWLHWLHWLHWLHWLXXPOHPOHPOHPOHPOHPOHPOHSTOSTOWATWATWATWATWATWATWATHYD w/ 6" GV12'6" DIP8"-6" REDUCERGRND EL= 935.98910 01234554555657STOMH-1MH-2MH-38" GVSTA 2+158.3' L8" 11.25° BENDSTA 3+0010.0' LSTREET ASEE SHEET 6STREET ASEE SHEET 6STREET B1" PE/HDPE SERVICEw/ CURB STOP (TYP.)4" PVC SDR 26 SANITARYSEWER SERVICE (TYP.)STREET B8" 11.25° BENDSTA 2+029.8' LWET TAP8" 45° BENDSTA 1+909.8' L8" 45° BENDSTA 1+854.8' L8" GVSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\FINAL\U&S CONST\0050930C-UTF01.DWG 327CHANHASSEN, MINNESOTA09/19/25RMBRMBEJKPIONEER RIDGESANITARY SEWER ANDWATERMAIN PLAN221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125709/19/25RYAN BLUHMPIONEER RIDGE, LLC.CONSTRUCTION PLANS© 2025 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'50'10' or 5'06/10/2507/15/2508/07/2509/19/25.CITY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTS.PROJECT NUMBER: 0050930.00CREEK RIDGE PLACELEGENDSANITARY SEWER SERVICE WYE LOCATION ONMAIN LINE FROM DOWNSTREAM MANHOLESANITARY SEWER SERVICEINVERT ELEVATION @ EASEMENT LINEDENOTES ELEVATION OF THE TOP OF WATERSERVICE STOP BOXWATER SERVICE TO THIS LOT SHALL BEINSTALLED UNDER PROPOSED STORM SEWER& SHALL MAINTAIN A MINIMUM VERTICALSEPARATION FROM STORM PIPE OF 2.0 FEETXXX.XX.X' RISERXXX.XSANITARY SEWER SERVICE TO THIS LOT SHALLBE INSTALLED UNDER PROPOSED STORM SEWER- INSTALL RISER AT PROPERTY LINEWYE = X+XXBA1.FLAG HYDRANTS.2.EXTEND RODS ON DEEP VALVES.3.ALL DROP MANHOLES TO BE CONSTRUCTED USINGOUTSIDE DROPS.GENERAL NOTES933.6923.3WYE = 0+53934.8923.9WYE = 1+14935.8925.5WYE = 1+66BLK NOLOT NOSSWR SERV INV@ EASMENTLINERISER = X'WYE= X+XX'CS ELEV115924.6-1+60935.716924.6-1+07934.717923.6-0+97934.418923.6-0+43933.4 STREET 19109159209259309359409459509109159209259309359409459500+001+002+003+004+005+006+007+008+008+50-1.71%2.28%-2.95%3.56%PVI STA = 0+03.56PVI ELEV = 923.48PVI STA = 0+20.75PVI ELEV = 922.97 H.P ELEV = 931.16H.P. STA = 7+99.94PVI STA = 8+24.94PVI ELEV = 930.73A.D. = -1.74%K = 28.7150.00' VCPVC = 7+99.94ELEV = 931.16PVT = 8+49.94ELEV = 929.87H.P ELEV = 935.49H.P. STA = 5+30.29PVI STA = 5+24.94PVI ELEV = 935.86A.D. = -3.99%K = 18.8075.00' VCPVC = 4+87.44ELEV = 935.01PVT = 5+62.44ELEV = 935.22H.P ELEV = 927.43H.P. STA = 1+54.94PVI STA = 1+29.94PVI ELEV = 926.86A.D. = -1.28%K = 38.9350.00' VCPVC = 1+04.95ELEV = 925.97PVT = 1+54.94ELEV = 927.43 923.51923.4926.3924.01929.6925.79931.3927.31931.93 933.1 928.46 933.74 934.2 929.60 934.46 934.5 930.73 933.7 931.87 932.2 933.01 930.9 934.15 931.8 935.25 932.1 935.39 931.0 934.58 931.17 932.4 933.72 933.9 932.87 933.3 932.01 930.3 931.16 928.3 929.87CB-57STA: 2+83RE=929.96IE=925.96 (12" NW)D=4.0IE=926.96 (6" DT)CBMH-111STA: 0+64RE=924.11IE=919.80 (15" N)IE=919.80 (15" SE)D=4.3IE=921.11 (6" DT)PROPOSED C/L GRADE(TYP.)PROPOSED C/L SUBGRADE(TYP.)EXISTING GROUND (TYP.)12345678FMFMFMSTO0 1 212 3456789101112131415161718192112JONNI WAY12345678910OUTLOT AOUTLOT B14'P-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGWATXXPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHSTOSTOWATWATWATWATWATWATWATWAT WATWATWATWATSTOTPUGOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLNWLNWLNWLNWLNWLNWLNWLNWL HWLHWLHWLHWLHWLHWLHWLHWLHWL EX. POND 7NWL=926.5EX 100 YR HWL =930.3PR 100 YR HWL =929.9EOF=930.4POND 1NWL=925.5100 YR HWL =927.3EOF=927.3BOTTOM=918.0NWLNWLNWLNWLOUTOUTOUT40'ROW24'B-BSURMOUNTABLE CONCRETECURB & GUTTER (TYP.)CB-110FES-61CBMH-59CB-57R20'(TYP)CBMH-111PROFILE A SEE SHEET 11JONNI WAYSEE SHEET 9STREET LIGHT (TYP.)STA 0+22BEGIN STREET CONSTRUCTIONMATCH EXISTINGPROFILE E SEE SHEET 12PROFILE A SEE SHEET 11CB110 - OCS110A9109159209259309359109159209259309350+251+002+002+50CBMH-110STA: 0+64RE=924.11IE=920.15 (12" NE)IE=919.95 (15" S)D=4.2IE=921.11 (6" DT)CBMH-11121 LF-15" RCPCL 5 @ 0.71%OCS-110ARE=927.30TOP WEIR WALL= 927.312" ORIFICE= 925.5IE=925.50 (12" E)IE=920.70 (12" SW)D=6.612" FES-177IE=923.5027 LF-12" RCPCL 5 @ 7.40%55 LF-12" RCPCL 5 @ 1.00%CBMH57 - FES619159209259309359159209259309350+251+002+002+20CB-57FES-61IE=925.50 (15")CBMH-59STA: 2+84RE=929.64IE=925.62 (12" SE)IE=925.62 (15" NW)D=8.04.0' SUMP=921.62IE=926.64 (6" DT)41 LF-12" RCPCL 5 @ 0.83%35 LF-15" RCPCL 5 @ 0.35%N:\0050930.00\DWG\CIVIL\FINAL\U&S CONST\0050930C-STF01.DWG 328PROJECT NUMBER: 0050930.00CHANHASSEN, MINNESOTA09/19/25RMBRMBEJK© 2025 Westwood Professional Services, Inc.PIONEER RIDGESTREET AND STORMSEWER PLAN221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125709/19/25RYAN BLUHMPIONEER RIDGE, LLC.CONSTRUCTION PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50'100'150'1" = 50'06/10/2507/15/2508/07/2509/19/25.CITY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTS.LEGEND1.RADIUS TO BE B618 CURB & GUTTER WITH 10' TRANSITIONSFROM SURMOUNTABLE CURB & GUTTER.2.ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED.3.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15FEET. MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED0.05 FEET. RIM ELEVATIONS SHOWN ON THE PROFILES REFLECTTHE SUMPED ELEVATIONS.GENERAL NOTESEXISTINGPROPOSEDGUTTER ELEVATION900.00900.004" SDR 35 DRAIN TILEPER CITY DETAIL 52324" CLEAN OUT PER CITYDETAIL 5234JONNI WAY STREET 19109159209259309359409459509109159209259309359409459508+009+0010+0011+0012+0013+0013+10-3.45%2.00%-2.00%1.25%3.91%2.25%PVI STA = 8+98.87PVI ELEV = 928.18PVI STA = 9+21.45PVI ELEV = 928.63PVI STA = 9+35.31PVI ELEV = 928.35PVI STA = 13+10.00PVI ELEV = 936.24H.P ELEV = 931.16H.P. STA = 7+99.94PVI STA = 8+24.94PVI ELEV = 930.73A.D. = -1.74%K = 28.7150.00' VCPVC = 7+99.94ELEV = 931.16PVT = 8+49.94ELEV = 929.87H.P ELEV = 931.44H.P. STA = 10+24.94PVI STA = 9+99.94PVI ELEV = 930.88A.D. = -1.66%K = 30.0550.00' VCPVC = 9+74.94 ELEV = 929.90 PVT = 10+24.94 ELEV = 931.44 H.P ELEV = 934.56H.P. STA = 11+74.94PVI STA = 11+49.94PVI ELEV = 934.25A.D. = -1.00%K = 49.9250.00' VCPVC = 11+24.94 ELEV = 933.69 PVT = 11+74.94 ELEV = 934.56 930.3931.16928.3929.87919.2928.20933.8928.93 947.0 930.78 947.4 932.00 946.9 933.13 946.3 934.19 944.6 934.87 943.5 935.50 938.8 936.12939.1 936.24CB-107STA: 8+90RE=928.09IE=924.84 (12" N)D=3.2IE=925.09 (6" DT)CBMH-104STA: 9+53RE=928.89IE=923.42 (15" S)IE=923.02 (21" N)D=5.9IE=925.89 (6" DT)PROPOSED C/L GRADE(TYP.)PROPOSED C/L SUBGRADE(TYP.)EXISTING GROUND (TYP.)STO789101112130 1 2 3 454555657 5859STOSTOPATIOGARAGEOLIVIA2-STORYPORCH15161718192021222324252627282930313214151617181920351789101112PATIOGARAGEOLIVIA2-STORY33341OUTLOT B35545556575859P- P U GP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGXXPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHSTOSTOSTOSTOSTOSTOWATWATWATWATWATWATWATWATWATWATWATWATWATPOHPOHPOHOUTOUTOUTOUTNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNW L NW LHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWL OUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLNWLNWLNWLNWLCBMH-108CB-107CBMH-104ADJUST MH CASTING (TYP.)ADJUST MH CASTING (TYP.)40'ROW24'B-BR20'(TYP.)ADJUST G.V. (TYP.)SURMOUNTABLE CONCRETECURB & GUTTER (TYP.)FES-83JONNI WAYSEE SHEET 8CRE E K R I D G E P L A C E SEE S H E E T 10PROFILE BSEE SHEET 11STREET LIGHT (TYP.)SEE SHEET 10CB107 - CBMH1089209259309359209259309350+501+002+002+85CB-107CBMH-108RE=932.15IE=924.32 (12" S)IE=925.69 (12" W)IE=924.12 (15" E)D=8.0IE=929.15 (6" DT)115 LF-12" RCP CL 5 @ 0.45%N:\0050930.00\DWG\CIVIL\FINAL\U&S CONST\0050930C-STF01.DWG 329PROJECT NUMBER: 0050930.00CHANHASSEN, MINNESOTA09/19/25RMBRMBEJK© 2025 Westwood Professional Services, Inc.PIONEER RIDGESTREET AND STORMSEWER PLAN221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125709/19/25RYAN BLUHMPIONEER RIDGE, LLC.CONSTRUCTION PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50'100'150'1" = 50'06/10/2507/15/2508/07/2509/19/25.CITY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTS.LEGEND1.RADIUS TO BE B618 CURB & GUTTER WITH 10' TRANSITIONSFROM SURMOUNTABLE CURB & GUTTER.2.ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED.3.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15FEET. MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED0.05 FEET. RIM ELEVATIONS SHOWN ON THE PROFILES REFLECTTHE SUMPED ELEVATIONS.GENERAL NOTESEXISTINGPROPOSEDGUTTER ELEVATION900.00900.004" SDR 35 DRAIN TILEPER CITY DETAIL 52324" CLEAN OUT PER CITYDETAIL 5234JONNI WAY STREET 29059109159209259309359409459509059109159209259309359409459500+001+002+003+004+005+005+751.95%2.00%3.39%PVI STA = -0+00.00PVI ELEV = 923.43PVI STA = 5+57.54PVI ELEV = 937.26L.P ELEV = 925.40L.P. STA = 0+98.29PVI STA = 1+23.29PVI ELEV = 925.90A.D. = 1.39%K = 36.0250.00' VCPVC = 0+98.29ELEV = 925.40PVT = 1+48.29ELEV = 926.74H.P ELEV = 933.06H.P. STA = 3+41.81PVI STA = 3+25.00PVI ELEV = 932.73A.D. = -1.44%K = 23.3533.63' VCPVC = 3+08.19ELEV = 932.16PVT = 3+41.81ELEV = 933.06921.4923.7923.43920.6924.43914.0925.43 921.4 926.80 925.4 928.49 929.1 930.19 933.7 931.88 936.3 933.22 937.5 934.19 934.2 935.17 932.3 936.14 925.3 937.11 925.2PROPOSED C/L GRADE(TYP.)PROPOSED C/L SUBGRADE(TYP.)EXISTING GROUND (TYP.)CBMH-91STA: 0+62RE=924.37IE=916.46 (12" E)IE=910.68 (12" W)D=16.73.0' SUMP=907.68IE=921.37 (6" DT)CB-106STA: 1+66RE=927.33IE=923.88 (12" E)D=3.4IE=924.33 (6" DT)CBMH-108STA: 3+20RE=932.15IE=924.32 (12" S)IE=925.69 (12" W)IE=924.12 (15" E)D=8.0IE=929.15 (6" DT)78910 01234554555657STOSTO15161718192021321415161718192018910111213143334OUTLOT BOUTLOT D353554555657P-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGXXPOHPOHPOHPOHPOHPOHPOHPOHPOHSTOSTOSTOWATWATWATWATWATWATWATWATOUTOUTOUTOUTOUTNWLNWLNWLNWLHWLHWLHWLHWLHWLHWLPOND 2-REUSENWL=922.5BOTTOM = 913.0100 YR HWL = 925.6EOF=925.6BERM=926.1HWLHWLHWLHWLHWLHWLOUTOUTOUTOUTHWLHWLHWLHWLHWLNWLNWLNWLNWLCBMH-91SURMOUNTABLE CONCRETER20'(TYP.)40'ROWSURMOUNTABLE CONCRETECURB & GUTTER (TYP.)ADJUST MH CASTING (TYP.)ADJUST G.V. (TYP.)24'B-BCBMH-102CBMH-108CBMH-103CBMH-104CBMH-105STA. 00+00END STREETCONSTRUCTIONSEE SHEET 13FOR INTERSECTIONDETAILSCB-106CBMH-95FES-88JONNI WAYSEE SHEET 9P RO F I L E C S E E SH E E T 1 2 PROFILE BSEE SHEET 114" CLEAN OUT PER CITYDETAIL 52344" SDR 35 DRAIN TILEPER CITY DETAIL 5232STREET LIGHT (TYP.)OCS-88AFES88 - FES939059109159209259309059109159209259300+501+002+003+00CBMH-91FES-88IE=920.00 (12")67 LF-12" RCP CL 5@ 1.14%22 LF-12" RCPCL 5 @ 1.57%9 LF-12" RCP CL5 @ 0.00%OCS-88ARE=923.00IE=920.00 (12" E)IE=917.00 (12" SW)D=6.0TOP WEIR WALL= 922.06"ORFICE IE= 921.0IE=917.5 (6" DT)12" FES-187IE=909.9217 LF-12" RCPCL 5 @ 1.19%CBMH-95RE=924.23IE=916.80 (12" NE)IE=916.80 (12" W)D=7.4IE=921.23 (6" DT)CBMH104 - CBMH1069159209259309359159209259309350+251+002+003+003+25CBMH-104RE=928.89IE=923.42 (15" S)IE=923.02 (21" N)D=5.9IE=925.89 (6" DT)21 LF-12" RCPCL 5 @ 0.42%48 LF-15" RCPCL 5 @ 0.36%CB-106CBMH-105RE=926.86IE=923.79 (12" W)IE=923.59 (15" N)D=3.3IE=923.86 (6" DT)CBMH-103RE=929.01IE=922.96 (21" S)IE=922.96 (21" N)D=6.0IE=926.01 (6" DT)27 LF-21" RCPCL 4 @ 0.22%78 LF-21" RCP CL 4 @0.21%CBMH-102N:\0050930.00\DWG\CIVIL\FINAL\U&S CONST\0050930C-STF01.DWG 3210PROJECT NUMBER: 0050930.00CHANHASSEN, MINNESOTA09/19/25RMBRMBEJK© 2025 Westwood Professional Services, Inc.PIONEER RIDGESTREET AND STORMSEWER PLAN221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125709/19/25RYAN BLUHMPIONEER RIDGE, LLC.CONSTRUCTION PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50'100'150'1" = 50'06/10/2507/15/2508/07/2509/19/25.CITY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTS.LEGEND1.RADIUS TO BE B618 CURB & GUTTER WITH 10' TRANSITIONSFROM SURMOUNTABLE CURB & GUTTER.2.ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED.3.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15FEET. MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED0.05 FEET. RIM ELEVATIONS SHOWN ON THE PROFILES REFLECTTHE SUMPED ELEVATIONS.GENERAL NOTESEXISTINGPROPOSEDGUTTER ELEVATION900.00900.00CREEK RIDGE PLACESEE OCS-131(SHEET 11) PROFILE A9059109159209259309359059109159209259309350+501+002+003+004+005+006+006+75CBMH-111STMH-112RE=920.90IE=917.38 (15" NW)IE=917.38 (15" E)D=3.5STMH-114RE=921.00IE=914.77 (18" W)IE=914.57 (21" NE)D=6.4CBMH-115RE=918.50IE=914.25 (21" SW)IE=914.25 (21" NE)D=4.2147 LF-15" RCP CL 5 @ 1.65%74 LF-15" RCPCL 5 @ 2.84%STMH-117RE=920.00IE=914.08 (21" SW)IE=914.08 (21" E)D=5.921" FES-119IE=914.0063 LF-18" RCP CL 5@ 0.48%123 LF-21" RCP CL 5 @ 0.26%77 LF-21" RCP CL 5 @0.22%39 LF-21" RCPCL 5 @ 0.21%CBMH-113STA: 3+21RE=918.80IE=915.27 (15" W)IE=915.07 (18" E)D=3.7123454950515253FM01234567891011 121314212JONNI WAYOUTLOT AOUTLOT B4950515253P-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGBLUFF CREEK DRIVEPIONEER TRAILPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHSTOSTOSTOSTO STOSTOSTOSTOSTOSTOSTOSTOSTOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WATWATSTOHHFOFOFOOUTOUTOUTOUTOUTOUTOUTHWLHWLHWLHWLHWLHWLHWLHWLNWLNWLNWLNWLNWL HWLHWLHWLHWLHWLHWLOUTOUTOUTSTMH-112CBMH-113STMH-114CBMH-115FES-119JONNI WAYSEE SHEET 8STMH-117PROFILE B9159209259309359159209259309350+501+002+003+004+004+10CB-109RE=929.37IE=926.12 (12" E)D=3.2CBMH-108STA: 3+20RE=932.15IE=924.32 (12" S)IE=925.69 (12" W)IE=924.12 (15" E)D=8.0IE=929.15 (6" DT)STMH-101RE=929.69IE=922.61 (24" W)IE=922.61 (24" NE)D=7.195 LF-12" RCP CL 5 @ 0.45%41 LF-15"RCP CL 5 @0.50%70 LF-24" RCPCL 3 @ 0.27%53 LF-24" RCPCL 3 @ 0.21%FES-100IE=922.50 (24")CBMH-102STA: 3+21RE=931.86IE=923.91 (15" W)IE=922.80 (21" S)IE=922.80 (24" E)D=13.1IE=928.86 (6" DT)3 4 5 1516171819202122231910111213OUT L O T B NWLNWLNWLNWLNWLNWL NWL 100 YR HWL = 925.6EOF=925.6BERM=926.1FES-100STMH-101CBMH-102CBMH-108CB-1090 153545556STO 131415161718192053545556R25'14'P-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGPIONEER TRAILPOHPOHPOHPOHPOHPOHPOHSTOSTOWATWATWATWATWATWATWATWATOUTOUTOUTOUTOUTOUTOUTOUTHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLNWLNWLNWLNWLFES-187OCS-131FES-132FES-130CBMH-120OCS-1319009059109159209009059109159200+251+002+0015" FES-132IE=913.0015" FES-130IE=909.92OCS-131STA: 1+14RE=916.10TOP WEIR WALL= 916.16"ORIFICE= 914.0IE=913.00 (15" W)IE=910.00 (15" E)D=6.1IE= 910.5 (6" DT)14 LF-15" RCPCL 5 @ 0.00%18 LF-15" RCPCL 5 @ 0.45%N:\0050930.00\DWG\CIVIL\FINAL\U&S CONST\0050930C-STF01.DWG 3211PROJECT NUMBER: 0050930.00CHANHASSEN, MINNESOTA09/19/25RMBRMBEJK© 2025 Westwood Professional Services, Inc.PIONEER RIDGESTREET AND STORMSEWER PLAN221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125709/19/25RYAN BLUHMPIONEER RIDGE, LLC.CONSTRUCTION PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50'100'150'1" = 50'06/10/2507/15/2508/07/2509/19/25.CITY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTS.LEGEND1.RADIUS TO BE B618 CURB & GUTTER WITH 10' TRANSITIONSFROM SURMOUNTABLE CURB & GUTTER.2.ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED.3.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15FEET. MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED0.05 FEET. RIM ELEVATIONS SHOWN ON THE PROFILES REFLECTTHE SUMPED ELEVATIONS.GENERAL NOTESEXISTINGPROPOSEDGUTTER ELEVATION900.00900.00PROFILE BPROFILE AOCS-131 PROFILE C9059109159209259309059109159209259300+501+002+003+003+50FES-83IE=920.50 (15")27 LF-15" RCPCL 5 @ 7.48%43 LF-15"RCP CL 5 @0.50%FES-86IE=913.38 (15")101 LF-15" RCP CL 5 @ 2.77%OCS-137RE=925.60TOP WEIR WALL= 923.94" ORIFICE= 922.5IE=922.50 (15" SE)IE=922.50 (15" NW)D=3.1STMH-84RE=924.20IE=919.70 (15" SE)IE=913.59 (15" E)D=10.645151617181OUTLOT BOUTLOT DNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLFES-86FES-83STMH-84OCS-137561JONNI WAY1234567OUTLOT ASTONWLNWLNWLNWLNWLHWLHWLHWLHWLHWLFES-168CBMH-172CBMH-170CB-169FES168 CBMH1699209259309359209259309350+501+002+003+004+005+005+50180 LF-15" RCP CL 5 @ 0.50%121 LF-15" RCP CL 5 @ 0.50%87 LF-15" RCP CL 5 @0.57%CBMH-172RE=929.04IE=925.99 (15" NE)IE=925.99 (15" SW)D=3.0CBMH-170RE=930.51IE=926.60 (15" E)IE=926.60 (15" SW)D=3.9CB-169RE=931.50IE=927.50 (15" W)D=4.015" FES-168IE=925.501545556 STOSTO151617181920CREEK RIDGE PLACE 545556 R25'14'P-PUGP-PUGP-PUGP-PUGP-PUGP-PUGPIONEER TRAILPOHPOHPOHPOHPOHSTOSTOSTOSTOSTOWATWATWATWATWATWATOUTOUTOUTOUTOUTHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLNWLNWLNWLNWLCBMH-120CBMH-1209059109159209259059109159209250+501+002+002+70EX 74 LF-24"STM SWR @0.74%EX 85 LF-24"STM SWR @0.74%FES-195IE=909.92FES-166IE=908.74CBMH-120MNDOT DETAIL 4132GW/ BASE SLABRE=919.67IE=909.37 (24" N)IE=909.37 (24" S)D=10.3STOSTO58 PATIO OLIVIA 2-STORY 282930313258 P-PUGP-PUGP-PUGP-PUGHIGHWAY 212POHPOHSTOSTOWATWATWATWATOUTOUTOUTOUTOUTOUTOUTHWLHWLHWLHWLHWLHWLHWLHWLHWLCBMH-141EX CBMH-2612RE=923.28IE=919.18 (12" N)IE=919.18 (12" S)D=4.1EX FES-143IE=912.00 (12" N)PROFILE D9059109159209259059109159209250+251+002+003+00CBMH-141MNDOT DETAIL 4129GRE=922.84IE=919.67 (12" S)D=3.210 LF-12" STMSWR @ 5.17%EXCBMH-2612STA: 1+14RE=923.28IE=919.18 (12" N)IE=919.18 (12" S)D=4.160" FES-143IE=912.00EX 139 LF-12" RCP @ 5 .17% N:\0050930.00\DWG\CIVIL\FINAL\U&S CONST\0050930C-STF01.DWG 3212PROJECT NUMBER: 0050930.00CHANHASSEN, MINNESOTA09/19/25RMBRMBEJK© 2025 Westwood Professional Services, Inc.PIONEER RIDGESTREET AND STORMSEWER PLAN221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125709/19/25RYAN BLUHMPIONEER RIDGE, LLC.CONSTRUCTION PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50'100'150'1" = 50'06/10/2507/15/2508/07/2509/19/25.CITY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTS.LEGEND1.RADIUS TO BE B618 CURB & GUTTER WITH 10' TRANSITIONSFROM SURMOUNTABLE CURB & GUTTER.2.ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED.3.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15FEET. MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED0.05 FEET. RIM ELEVATIONS SHOWN ON THE PROFILES REFLECTTHE SUMPED ELEVATIONS.GENERAL NOTESEXISTINGPROPOSEDGUTTER ELEVATION900.00900.00PROFILE CPROFILE FPROFILE EPROFILE D 1925.483 3.56%920.96924.26922.971FMFMFMFMFMFMFMFMFM01TNHELEV=924.14EX-MHRE = 929.30EX-MHRE = 924.39STOSTOSTOSTO STO STO STO STO WATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT923.56923.42923.75923.62924.810.4%0.4%920.905.4%6.8%7.0%6.2%CBMH-110RE=924.11CBMH-111RE=924.11924.91920.99923.06SAWCUT(MATCH EXIST.)924.608.3%2.0%8.0%2.0%924.05922.66921.824.8%0.6%0.8%9245%3.91%929.4392 67.69POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH2.0%3.8%3.2%3.3 %928.22929.34929.39929.29929.00928.40927.41928.04928.24928.76929.15927.78927.90927.49927.522.0%2.0% 2.0%2.0%2.0%2.0%2.0%2.0%MH-3RE=928.52CBMH-103RE=929.01CBMH-104RE=928.89CBMH-107RE=928.09CBMH-106RE=927.33CBMH-105RE=926.86N:\0050930.00\DWG\CIVIL\FINAL\U&S CONST\0050930C-INTF01.DWG 3213PROJECT NUMBER: 0050930.00CHANHASSEN, MINNESOTA09/19/25RMBRMBEJK© 2025 Westwood Professional Services, Inc.PIONEER RIDGEINTERSECTION DETAIL221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125709/19/25RYAN BLUHMPIONEER RIDGE, LLC.CONSTRUCTION PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com10'2' OR 1'0'10'20'30'1" = 10'06/10/2507/15/2508/07/2509/19/25.CITY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTS.LEGENDGUTTER ELEVATIONTOP OF CURB ELEVATIONFLOW DIRECTIONFLOW LINEBACK OF CURBSTORM SEWER900.00900.000.00%EXISTINGPROPOSEDTC 900.00BLUFF CREEK DRIVE INSTALL DRIVE OVER CBJONNI WAY (STREET A)CREEK RIDGE PLACE (STREET B)JONNI WAY (STREET A) PATIOGARAGEOLIVIA2-STORYPORCH2JONNI WAYCREEK RIDGE PLACE 1JONNI WAYP-P U GP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUG 0 1 25253545556 57585959+98.97 ∆∆ ∆ ∆PIONEER TRAIL H I G H W A Y 2 1 2 EX-MHRE = 916.64EX-MHRE = 923.28POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLNWLNWLNWLNWLOUTOUTOUTSTOSTO456789101112130 1 2STOSTO EX. TRAILEX. 12" STMEX. 24" STMREMOVE EXIST.STRIPINGEXIST. B424 CURBAND GUTTERSAWCUT 550 LFFOR ISLANDW/B424 CURB ANDGUTTERREMOVE EXIST. B424CURB AND GUTTEREXIST. B424 CURBAND GUTTERREMOVE AND EXTENDEXIST. CBMH.\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\REMOVE EXIST. BIT. TRAILSAWCUT 20 LF OFTRAILSAWCUT TRAIL(TYP)SAWCUT 400 LF456789101112130 1 200 05253545556575859PATIOGARAGEOLIVIA2-STORYPORCH2JONNI WAYCREEK RIDGE PLACE 100'166'50'14'15253545556575859R 2 5 'R25'JONNI WAY14'14'P-P U GP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUG 0 1 25253545556 57585959+98.97 ∆∆ ∆ ∆PIONEER TRAIL HI G H W A Y 2 1 2 POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLSFSFSFSFSFSFSFSFSFSFSF SFSF SF SF SFSFSFSFSFSFHWLHWLHWLHWLHWLHWLOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLNWLNWLNWLNWLOUTOUTOUTSTOSTO4 56789101112135253545556575859STOSTOEX. 12" STMEX. 24" STMEX. TRAILMATCH EXIST. B424CURB AND GUTTER.BEGIN CONSTRUCTION FULL DEPTHCONCRETE ISLANDW/B424 CURB ANDGUTTER AND 4"CONCRETE WALK.(SEE DETAIL)MATCH EXIST. B424CURB AND GUTTERAT BRIDGE NO. 10041END CONSTUCTION 2' MIN. WIDEBITUMINOUS (PATCH TOMATCH IN-PLACE ROADSECTION) (SEE DETAIL)2.6'456789101112130 1 200 05253545556575859 TRAIL OFFSET TOBACK OF CURBSEE IN-PLACETRAIL SECTION3" TYPE SP 12.5WEARING COURSE MIX. (SPWEA230B )SPEC 2360.5C6" AGGREGATE BASECLASS 5 - SPEC. 2211GRADING GRADE - SPEC 2112PIONEER TRAIL IN-PLACE BITUMINOUS BIKETRAIL SECTIONPAVEMENT SECTIONS SHOWN ARE IN-PLACE ONLY.REFER TO GEOTECHNICAL REPORT FOR FINAL CORE SECTIONS.PIONEER TRAIL IN-PLACE ROAD SECTION2" TYPE SP 12.5 WEARING COURSE MIX. (SPWEB340C)SPEC 23606" AGGREGATE BASE; CLASS 5 - SPEC 22112357 BITUMINOUS TACK COAT2" TYPE SP 12.5 WEARING COURSE MIX. (SPWEB340C)SPEC 23603" TYPE SP 12.5 WEARING COURSE MIX. (SPNWB330B)SPEC 236024" SELECT GRANULARGRADING GRADE - SPEC 21124" CONCRETE8" EX. AGGREGATE BASECLASS 5 - SPEC. 2211GRADING GRADE - SPEC 2112PIONEER TRAIL ISLAND(CONCRETE WALK)SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\FINAL\U&S CONST\0050930C-TLF01.DWG 3214CHANHASSEN, MINNESOTA09/19/25RMBRMBEJKPIONEER RIDGETURN LANEIMPROVEMENTS221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125709/19/25RYAN BLUHMPIONEER RIDGE, LLC.CONSTRUCTION PLANS© 2025 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'50'10' or 5'06/10/2507/15/2508/07/2509/19/25.CITY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTS.PROJECT NUMBER: 0050930.00CSAH 14 IMPROVEMENTS1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THEENGINEER SHOULD BE NOTIFIED IMMEDIATELY.2.REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS, AND AREAS.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERS,AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OFTHESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT.TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.4.BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THERECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.GENERAL NOTESCSAH 14 REMOVALSPROPERTY LINE\\\\\\CURB & GUTTERSAW CUT PAVEMENTSTOSTORM SEWERBITUMINOUSEXISTINGPROPOSEDSTOEXISTINGREMOVALS\\\\\\REMOVAL LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.2.CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTSAND FIELD VERIFY CONDITION OF EXISTING APPURTENANCES TO REMAIN. CONTRACTORSHALL BE RESPONSIBLE FOR PROTECTING OR REPLACING MISCELLANEOUS ITEMS (SUCH ASFENCES, SIGNS, IRRIGATION HEADS, ETC.) THAT MAY BE DAMAGED BY CONSTRUCTION.3.CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TOMAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS.4.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FORREMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALLPERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR.REMOVAL NOTESXX PATIOGARAGEOLIVIA2-STORYPORCH12JONNI WAYCREEK RIDGE PLACE 15253545556575859JONNI WAY3 456789101112130 1 2HP 5+30.29ELEV 935.492.28%1.71%1.71%3.45%3.91%2.25%2.25%1.25%525354555657585959+98.97 0.7%4.2%1.8%∆∆∆∆∆∆ ∆ ∆PIONEER TRAIL HI G H W A Y 2 1 2 POH POH POH POH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLNWLNWLNWL HWLHWLHWLHWL NWLNWLNWLNWLOUTOUTOUTSTOSTO3 456789101112135253545556575859STOSTOMH-124" SOLID WHITESEE DETAILPAVEMENT MESSAGETURN RIGHT ARROW(TYP) PMA-2REXIST. B424 CURBAND GUTTER4" SOLID WHITEMATCH EXIST.SOLID WHITE3 456789101112130 1 20 0 05253545556575859MATCH EXIST.SOLID WHITESTOP SIGN PLACEMENTTO BE COORDINATEDWITH THE PUBLIC WORKSSIGN SHOP (KYLE HEEBL)4" SOLID YELLOWALONG ISLANDSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\FINAL\U&S CONST\0050930C-TLF01.DWG 3215CHANHASSEN, MINNESOTA09/19/25RMBRMBEJKPIONEER RIDGETURN LANEIMPROVEMENTS221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125709/19/25RYAN BLUHMPIONEER RIDGE, LLC.CONSTRUCTION PLANS© 2025 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'50'10' or 5'06/10/2507/15/2508/07/2509/19/25.CITY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTS.PROJECT NUMBER: 0050930.00CSAH 14 STRIPING & SIGNAGEFURNISH &INSTALL SIGNOM1-1R4-7FURNISH &INSTALL SIGNOM1-1 R4-7 FURNISH &INSTALL SIGNSTRIPING AND SIGNAGE LEGENDSIGN (SINGLE POST)EXISTINGPROPOSEDSTRIPING AND SIGNAGE NOTESTHE LANE LINES SHALL BE GROUND-IN WET REFLECTIVE MULTI-COMPONENT . THE PAVEMENTARROW SHOULD BE SURFACE APPLIED MULTI-COMPONENT. THE 4" YELLOW GORE STRIPINGSHOULD ONLY BE NEEDED IF TOUCHING UP LINES THAT ARE IMPACTED BY THIS CONSTRUCTIONWORK AND SHOULD BE SURFACE APPLIED MULTI-COMPONENT (NOT THERMAL). ONLY THE LANELINES SHOULD BE GROUND IN.1.ALL SIGNS TO BE RELOCATED SHALL BE SALVAGED AND INSTALLED OUTSIDE OF THE CLEARZONE OF THE PROPOSED ROADWAY.2.REFER TO COUNTY STRIPING DETAILS FOR PAVEMENT MARKING PLACEMENT.FURNISH &INSTALL SIGNR3-5RR1-1FURNISH &INSTALL SIGNFURNISH &INSTALL SIGNR6-2RR5-1 CREEK RIDGE PLACE P-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUG05556 575859STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWL OUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOU T OUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWL HWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWL STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOEX. 12" STMEX. 24" STMMATCH EXIST.B424 CURB ANDGUTTERCBMH-141(SEE PROFILE D BELOW)EXIST. B424CURB ANDGUTTER TO BEREMOVED919.36EX. CL920.76EX. CL921.92EX. CL922.83EX. CL923.64EX. CL924.02EX. CL924.21EX. CL922.45EX. TRAIL922.36EX. TRAIL922.10EX. TRAIL923.54EX. TRAIL923.62EX. TRAIL924.39EX. TRAIL924.10EX. TRAIL922.60EX. TRAIL922.91EX. TRAIL921.76EX. TRAIL921.19EX. TRAIL924.18EX. TRAIL924.23EX. TRAIL924.12EX. TRAIL924.05EX. TRAIL918.46EX. FL919.07EX. FL919.77EX. FL920.34EX. FL921.05EX. FL921.78EX. FL922.38EX. FL922.78EX. FL923.01EX. FL923.38EX. FL923.56EX. FL923.79EX. FL920.58EX. FL921.35EX. FL922.02EX. FL923.76EX. FL923.78EX. FL923.56EX. FL923.00MATCH EXIST.B424 CURB ANDGUTTERPROPOSED B424CURB AND GUTTER(TIP OUT MATCHROAD SLOPE)G 22.82G 23.69923.74G 23.82G 23.79G 23.61G 23.70G 23.791.6% 1 . 5%G 19.52G 19.04G 20.68G 23.64G 23.47G 20.43G 21.56G 20.91G 22.01G 23.21G 23.42G 22.69G 22.943.7%0.8%923.54922.61922.91923.622.0% 2.0%2.0%2.0% B618 CURBAND GUTTER B618 CURBAND GUTTER(TIP OUT)B424 CURB ANDGUTTER (TIP OUT)TURNLANE SLOPETRANSITIONS FROM2% NORTH TO 2% SOUTHOVER 50' IN LENGTHG 22.03919.16923.5805556 5758592.0% 1.9%50'3.7%MATCH EXIST.ELEVATIONS ATSAWCUTEX. 5.6%EX. 5.7%EX. 4.6% EX. 2.9% E X . 1 . 8%EX. 2.8%EX. 2.4%EX. 6.0%EX. 5.5% EX. 3 . 0 % EX. 2.8% EX. 2.4%SEE SECTION 1 BELOW1.9%CBMH-120(SEE PROFILE C BELOW)PROPOSED B424CURB AND GUTTER(MATCH ROAD SLOPE)PROFILE D9059109159209259059109159209250+251+002+003+00CBMH-141MNDOT DETAIL 4129GRE=922.84IE=919.67 (12" S)D=3.210 LF-12" STMSWR @ 5.17%EXCBMH-2612STA: 1+14RE=923.28IE=919.18 (12" N)IE=919.18 (12" S)D=4.160" FES-143IE=912.00EX 139 LF-12" RCP @ 5 .17%CBMH-1209059109159209259059109159209250+501+002+002+70EX 74 LF-24"STM SWR @0.74%EX 85 LF-24"STM SWR @0.74%FES-195IE=909.92FES-166IE=908.74CBMH-120MNDOT DETAIL 4132GW/ BASE SLABRE=919.67IE=909.37 (24" N)IE=909.37 (24" S)D=10.355+72CL915920930915920930OS= 6.75, EL=921.67 OS= 4.75, EL=921.55 OS= 25.24, EL=922.38 OS= 27.86, EL=922.85 OS= 45.45, EL=922.31 OS= 35.58, EL=922.91 OS= 4.45, EL=921.10 OS= 6.46, EL=920.962.1%EX.5.4%EX.5.3%EX.5.5%SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\FINAL\U&S CONST\0050930C-TLF01.DWG 3216CHANHASSEN, MINNESOTA09/19/25RMBRMBEJKPIONEER RIDGETURN LANE GRADINGAND DRAINAGE221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125709/19/25RYAN BLUHMPIONEER RIDGE, LLC.CONSTRUCTION PLANS© 2025 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'20'4' or 2'06/10/2507/15/2508/07/2509/19/25.CITY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTS.PROJECT NUMBER: 0050930.00CSAH 14 GRADING AND DRAINAGELEGENDGUTTER ELEVATIONTOP OF CURB ELEVATIONFLOW DIRECTIONFLOW LINEBACK OF CURBSTORM SEWERSTO900.00900.000.00%EXISTINGPROPOSEDTC 900.00CENTER ISLANDMATCH EX.B424 CURB& GUTTERMATCH EX. TRAIL2' PATCHMATCH EXIST.SECTIONB424 CURB& GUTTEREROSION CONTROL NOTES1.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANYEXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUNDCOVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OFEXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TOEROSION CONTROL. TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITYSHALL BE INCIDENTAL TO THE GRADING CONTRACT.2.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACHWORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILSTO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.3.REDUNDANT PERIMETER SEDIMENT CONTROLS ARE NECESSARY WHEN SOIL DISTURBANCE ISWITHIN 50 FEET OF SURFACE WATERS. REDUNDANT SEDIMENT CONTROLS COULD INCLUDE:3.1.TWO ROWS OF SILT FENCE (SEPARATED BY 8 FEET); OR3.2.SILT FENCE AND A TOPSOIL BERM (STABILIZE BERM WITH MULCH); OR3.3.SILT FENCE AND FIBER LOGS; OR3.4.TOPSOIL BERM AND FIBER LOGS (STABILIZE BERM WITH MULCH).4.REDUNDANT SEDIMENT CONTROLS MUST BE INSTALLED PRIOR TO DISTURBING WITHIN 50 FEETOF THE SURFACE WATER.EX. 2.5%SILT FENCESFINLET PROTECTIONSILT FENCE (TYP)GRADING & DRAINAGE NOTES1.ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADESUNLESS OTHERWISE NOTED.2.REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONSAND LAYOUT.3.THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES ANDTOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD-VERIFY PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES ORVARIATIONS FROM PLAN.4.ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES.5.POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES.SECTION 1PROFILE DPROFILE C N:\0050930.00\DWG\CIVIL\FINAL\U&S CONST\0050930C-DTF01-TL.DWG 3217PROJECT NUMBER: 0050930.00CHANHASSEN, MINNESOTA09/19/25RMBRMBEJK© 2025 Westwood Professional Services, Inc.PIONEER RIDGEDETAILS221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125709/19/25RYAN BLUHMPIONEER RIDGE, LLC.Common Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##06/10/2507/15/2508/07/2509/19/25.CITY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTS.SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\FINAL\U&S CONST\0050930C-DTF01.DWG 3218CHANHASSEN, MINNESOTA09/19/25RMBRMBEJKPIONEER RIDGEDETAILS221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125709/19/25RYAN BLUHMPIONEER RIDGE, LLC.© 2025 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com###### or ##06/10/2507/15/2508/07/2509/19/25.CITY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTS.PROJECT NUMBER: 0050930.00 SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\FINAL\U&S CONST\0050930C-DTF01.DWG 3219CHANHASSEN, MINNESOTA09/19/25RMBRMBEJKPIONEER RIDGEDETAILS221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125709/19/25RYAN BLUHMPIONEER RIDGE, LLC.© 2025 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com###### or ##06/10/2507/15/2508/07/2509/19/25.CITY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTS.PROJECT NUMBER: 0050930.00 SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\FINAL\U&S CONST\0050930C-DTF01.DWG 3220CHANHASSEN, MINNESOTA09/19/25RMBRMBEJKPIONEER RIDGEDETAILS221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125709/19/25RYAN BLUHMPIONEER RIDGE, LLC.© 2025 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com###### or ##06/10/2507/15/2508/07/2509/19/25.CITY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTS.PROJECT NUMBER: 0050930.00 SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\FINAL\U&S CONST\0050930C-DTF01.DWG 3221CHANHASSEN, MINNESOTA09/19/25RMBRMBEJKPIONEER RIDGEDETAILS221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125709/19/25RYAN BLUHMPIONEER RIDGE, LLC.© 2025 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com###### or ##06/10/2507/15/2508/07/2509/19/25.CITY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTS.PROJECT NUMBER: 0050930.00 SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\FINAL\U&S CONST\0050930C-DTF01.DWG 3222CHANHASSEN, MINNESOTA09/19/25RMBRMBEJKPIONEER RIDGEDETAILS221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125709/19/25RYAN BLUHMPIONEER RIDGE, LLC.© 2025 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com###### or ##06/10/2507/15/2508/07/2509/19/25.CITY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTS.PROJECT NUMBER: 0050930.00REVISED:12-24FILE NAME:G:\ENG\SPECS\5215-BPLATE:5215-BENGINEERINGDEPARTMENTREVISED:12-24FILE NAME:G:\ENG\SPECS\5215-APLATE: 5215-AENGINEERINGDEPARTMENTREVISED:12-24FILE NAME:G:\ENG\SPECS\5215PLATE:5215ENGINEERINGDEPARTMENTREVISED:12-24FILE NAME:G:\ENG\SPECS\5215-CPLATE:5215-CENGINEERINGDEPARTMENTREVISED:12-24FILE NAME:G:\ENG\SPECS\5215-DPLATE:5215-DENGINEERINGDEPARTMENTREVISED:12-24FILE NAME:G:\ENG\SPECS\5215-EPLATE:5215-EENGINEERINGDEPARTMENT SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\FINAL\U&S CONST\0050930C-DTF01.DWG 3223CHANHASSEN, MINNESOTA09/19/25RMBRMBEJKPIONEER RIDGEDETAILS221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125709/19/25RYAN BLUHMPIONEER RIDGE, LLC.© 2025 Westwood Professional Services, Inc.###### or ##06/10/2507/15/2508/07/2509/19/25.CITY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTS.PROJECT NUMBER: 0050930.00 SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\FINAL\U&S CONST\0050930C-DTF01.DWG 3224CHANHASSEN, MINNESOTA09/19/25RMBRMBEJKPIONEER RIDGELIFT STATION DETAILS221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125709/19/25RYAN BLUHMPIONEER RIDGE, LLC.© 2025 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com###### or ##06/10/2507/15/2508/07/2509/19/25.CITY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTS.PROJECT NUMBER: 0050930.00907.0908.0909.0910.0911.0EL 928.5EL 916.0EL 906.15EL 912.15MnDOT 3733 TYPE 5 GEOTEXTILE FABRICCLASS 5 MATERIAL - SEE GENERAL NOTE NO. 2UNEXCAVATED SOILSDIP PUMP DISCHARGE (TYP. OF 2)GROUT CIRCLE AS RECOMMENDED BY PUMPMANUFACTURERRIGID PVC CONDUIT @ ELEVATION xxx.xx - CORE DRILL &INSTALL WATERTIGHT SEAL AROUND CONDUIT. ROUTEUNDERGROUND. SEE ELECTRICAL SITE PLAN12" THICK CONCRETE SLAB WITH #6 @ 12" E.W. BOTTOMAND #6 @ 6" E.W. TOP, REINFORCING GRADE 60ON-SITE MATERIAL - SEE GENERAL NOTE NO. 3FOR COMPACTIONCONCRETE BASE SLAB CONNECTION - SEE DETAIL PLATE 5403-APUMP GUIDE RAILS2728PRECAST JOINT WITH BUTYL RUBBER JOINT SEAL(KENT, RAMNEK, OR CONSEAL) (TYP.)MEETING ASTM. C-47B6'-0" ID RCP CL3 WALL BEL---.--GRADEEL---.--TOCEL---.--EL---.--EL---.--1-1/2" CLEAR COVER (TYP)23242227262516111'-0"(TYP)1'-0"(TYP)1'-0"1513181710101194126731112108HIGH LEVEL ALARMLAG PUMP ONLEAD PUMP ONPUMP OFFLOW LEVEL ALARM---.-20S.S. CHAINS AND SHACKLESMJ GATE VALVE WITH GEAR OPERATOR, EXTENSION AND VALVEBOX TO GRADE (2 REQUIRED) - SEE DETAIL PLATE 5403-B2223MJ REDUCER112419PIPE SEAL GASKET - SEE DETAIL PLATE 5403-APOLY WRAP DIPFLANGED BALL CHECK VALVE (FLYGT HDL OR EQUAL)(2 REQUIRED)142143VENT PIPE - SEE DETAIL PLATE 5403-B12PIPE CONNECTION - SEE DETAIL PLATE 5403-ASUBMERSIBLE PUMP (2 REQUIRED), INSTALL PERMANUFACTURER. GROUT CIRCLE AS RECOMMENDEDBY PUMP MANUFACTURERPRECAST CONCRETE COVER WITH #4 @ 9" E.W. TOP AND#5 @ 4 1/2" E.W. BOTTOM, REINFORCEMENT GRADE 6011821325265678910PRECAST COVER CONNECTION - SEE DETAIL PLATE 5403-AELECTRICAL CABLE HOLDERCORE DRILL FOR ELEC CONDUIT AND SEAL WITHNON-SHRINK GROUT161517PUMP CONTROL LEVEL FLOATS52814MJ GATE VALVE WITH GEAR OPERATOR, EXTENSION ANDVALVE BOX TO GRADE - SEE DETAIL PLATE 5403-BPUMP CONTROLS AND POWER CABLES, S.S. FLOAT CABLESAND PRESSURE TRANSDUCER WITH 2 FLOAT BACKUP---.----.----.----.-7'-0" MIN 6'-0" MIN 30208" SANITARY PIPE29FIBERGLASS FALL PROTECTION GRATING2919123030BUTYL JOINT WRAPINV 4" DIPTOC BASE30" X 48" ALUMINUM HATCH WITH UPPER GUIDE BRACKET,CHAIN HOOK CABLE HOLDER, AND POSITIVE LOCK @ 90°OPENING. SEE PLAN AT GRADE ON DETAIL PLATE 5401-B FORCOVER HINGE ORIENTATIONGENERAL NOTES:KEY NOTES:1.AT LEAST ONE SOIL BORING AND ACCOMPANYING GEOTECHNICALREPORT IS REQUIRED AT THE LIFT STATION SITE.2.DESIGN ALLOWABLE NET SOIL BEARING PRESSURE : 2500 PSF(ASSUMED).3.COMPACT BACKFILL TO 100% STANDARD PROCTOR ABOVE ANDBELOW PIPES.4.PARTS OF SECTION VIEW OF DRAWING ARE ROTATED FORCLARITY.5.SEE PLAN VIEW AND SITE PLAN FOR ORIENTATION OF PIPES.6.CONTRACTOR TO VERIFY EXISTING CONDITIONS.7.PAINT ALL INTERIOR MANHOLE CONCRETE AND PIPING WITH (2)COATS OF EPOXY PAINT.8.COMPACT BACKFILL TO 100% OF STANDARD PROCTOR DRYDENSITY FOR INSTALLATION OF THE LIFT STATION.9.BED AND BACKFILL PIPE TRENCHES TO 1 FOOT ABOVE FORCEMAINAND ALL OTHER NEW SANITARY LINES WITH GRANULARMATERIAL. SEE DETAIL PLATE 5403-B.10.INSTALL CHECK VALVES IN A LOCATION THAT IS EASILYACCESSIBLE FOR MAINTENANCE.22PUMP CONTROL ELEVATIONS SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\FINAL\U&S CONST\0050930C-DTF01.DWG 3225CHANHASSEN, MINNESOTA09/19/25RMBRMBEJKPIONEER RIDGELIFT STATION DETAILS221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125709/19/25RYAN BLUHMPIONEER RIDGE, LLC.© 2025 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com###### or ##06/10/2507/15/2508/07/2509/19/25.CITY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTS.PROJECT NUMBER: 0050930.00PLATE NO.: LIFT STATION STANDARD DETAIL (PLAN) REVISED:12-24 ENGINEERING DEPARTMENT 5401-B11144312121356789101615GENERAL NOTES:KEY NOTES:1.SEE CIVIL DWGS FOR SITE PLAN AND ROUTING OF PIPES.2.CONTRACTOR TO VERIFY EXISTING CONDITIONS.3.PAINT ALL INTERIOR MANHOLE CONCRETE, INTERIOR ANDEXTERIOR PIPING WITH (2) COATS OF EPOXY PAINT.4.SEE DETAIL PLATE 5403-B FOR PIPE BEDDING (TYP.).PLAN - LOWER LEVEL12NUMSHEETHINGE SIDECLEAR OPENING2'-9"4'-4 13/16"CLEAR OPENING 874561013142'-4 5/8"9723101151611LIFT STATIONNTSPRECAST CONCRETE COVER30" X 48" ALUMINUM HATCH WITH UPPER GUIDEBRACKET, CHAIN HOOK CABLE HOLDER, ANDPOSITIVE LOCK @ 90° OPENING. SEE PLAN ATGRADE FOR COVER HINGE ORIENTATIONVENT PIPE - SEE DETAIL PLATE 5403-BSUBMERSIBLE PUMP (2 REQUIRED),INSTALL PER MANUFACTURER6'-0" INSIDE DIAMETER RCP, WALL B,CLASS 3 MEETING ASTM C-478GROUT CIRCLE AS RECOMMENDED BY PUMP MANUFACTURERPIPE CONNECTION (TYP.) - SEE DETAIL PLATE 5403-ASANITARY INFLUENT PIPEDIP PUMP DISCHARGE (TYP. OF 2)PIPE SEAL GASKET (TYP.) - SEE DETAIL PLATE 5403-AFIBERGLASS FALL PROTECTION GRATINGMJ GATE VALVES WITH 2" NUT OPERATOR EXTENSION ANDVALVE BOX TO GRADE - SEE PLATE DETAIL 5403-BMJ REDUCERLIFT STATION DISCHARGE FORCEMAIN2 - #5 X 4'-0" LONG DIAG. BARS AT EACH CORNER,TOP AND BOTTOMMJ PLUG VALVE WITH 2" NUT OPERATOR EXTENSIONAND VALVE BOX TO GRADE - SEE DETAIL 5403-BWET WELLWET WELLPLAN - AT GRADELIFT STATIONNTSPLATE NO.: LIFT STATION SITE DETAIL REVISED:12-24 ENGINEERING DEPARTMENT 5401-CGENERAL NOTES:1.A MINIMUM OF ONE (1) SOIL BORING AND ACCOMPANYINGGEOTECHNICAL REPORT IS REQUIRED IN VICINITY OF LIFTSTATION.2.COORDINATE ELECTRICAL POWER SERVICE WITH UTILITY.25'-0"LIFT STATION12'-0" MIN40'-0" T R A N S F O RM E R 15'-0"30'-0"CONTROL PANEL BIT DRIVEWAYCITY WATER HYDRANTFORCEMAINMANHOLEPUBLIC STREETNTSPLATE NO.: LIFT STATION STANDARD DETAILS REVISED:12-24 ENGINEERING DEPARTMENT 5403-ACONCRETE WALL (VERIFY THICKNESS)HYDROSTATIC SEAL EQUAL TO "LINK SEAL"BY THUNDERLINE CORPORATIONVERIFY PIPE SIZEDIAMETER OF CORE DRILLED HOLE ASRECOMMENDED BY SEAL MANUFACTURERSCALE: NONECORE DRILLED PIPE PENETRATION DETAILSTRUCTUREFLOWPIPE ENTERING OR EXITINGSTRUCTURE (VERIFY SIZE)FOOTING EXTENSION1'-0" MIN1'-4" FOR 3" TO 12" PIPEPIPE CONNECTION DETAILSCALE: NONE6" MINIMUM3"x3"x1/4"x4" LONG ANGLE HOT-DIPPEDGALVANIZED - ANCHOR TO PRECASTWITH (1) 1/2" DIAMETER x 4 1/2" LONGSTAINLESS STEEL EXPANSION BOLT(TYPICAL OF 3 EQUALLY SPACEDLOCATIONS AROUND COVER)(2) ROWS BUTYL RUBBER CONTINUOUSWATERTIGHT GASKET (TYPICAL)PRECAST REINFORCED CONCRETE PIPESECTION5/8" DIAMETER HOT-DIPPED GALVANIZEDHEADED BOLT - CAST IN BASE SLAB WITH9" EMBEDMENT (TYPICAL OF 3 EQUALLYSPACED LOCATIONS AROUND BASE)REINFORCED CONCRETE BASE SLABCONCRETE BASE SLAB CONNECTION DETAILSCALE: NONE3"x3"x1/4"x4" LONG ANGLE HOT-DIPPEDGALVANIZED - ANCHOR TO PRECASTCOVER WITH (1) 1/2" DIAMETER x 4 1/2" LONGSTAINLESS STEEL EXPANSION BOLT WITH 3 1/2"EMBEDMENT (TYPICAL OF 3 EQUALLY SPACEDLOCATIONS AROUND COVER)(2) ROWS BUTYL RUBBER CONTINUOUSWATERTIGHT GASKET (TYPICAL)PRECAST REINFORCEDCONCRETE PIPE SECTIONPRECAST COVER CONNECTION DETAILSCALE: NONEPRECAST CONCRETE COVERCONCRETE STRUCTURE (VERIFY THICKNESS)STAINLESS STEEL EXPANDING SLEEVEMOLDED RUBBER GASKET BY PRESS-SEALGASKET CORPORATION - MODEL PSX-2OR EQUAL(2) STAINLESS STEEL CLAMPSVERIFY PIPE SIZEINTERIOR OFSTRUCTURESCALE: NONEPIPE SEAL GASKET DETAILBACKER ROD AND CAULK4'-0"INFLUENT MANHOLE DETAILSCALE: NONE1'-0"TO LIFT STATION111.51GROUT (TYP)NOTES:OPENING IS TO BE SMALLEST POSSIBLE SIZETO ACCOMMODATE SEAL GASKET AND PIPE.NOTES:1.ORIENT PIPE JOINTS SO THAT LIQUID FLOWIS DIRECTED TO BELL PORTION OF JOINT.2.MJ x MJ LONG SLEEVE FITTING MAY BE USEDPLATE NO.: LIFT STATION STANDARD DETAILS REVISED:12-24 ENGINEERING DEPARTMENT 5403-BSCALE: NONEPIPE SUPPORT FROM FLOOR DETAIL4" 90° ELBOWSTAINLESS STEEL BIRD SCREENCONCRETE STRUCTURE24"SCALE: NONEVERIFY PIPE SIZEADJUSTABLE SADDLE PIPE SUPPORTWHICH COMPLIES WITH MANUFACTURERSSTANDARDIZATION SOCIETY SP-69(TYPE 38)SUPPORT PIPE:3" DIAMETER FOR 4"-12" PIPELOWER SUPPORT PLATE:9" DIAMETER OR SQUARE FOR 4"-12" PIPEVERIFY EXTEND OPERATING NUT TO WITHIN 6"BURIED GATE VALVE - VERIFY SIZEBURIED GATE VALVE AND BOX DETAILCONCRETE THRUST BLOCKINGOF FINISHED GRADEPIPE - VERIFY SIZEVALVE BOX WITH EXTENSIONSVALVE BOX COVERREINFORCED WITH 6x6 WELDED WIRE FABRIC2'-0" SQUARE x 6" THICK CONCRETE PAD -FINISH GRADESUBGRADEORDINARY BACKFILLOD1'-0"6" (MIN)MINIMUM2'-0"INITIAL BACKFILLPIPE BEDDING DETAILFINAL BACKFILLSCALE: NONESCALE: NONESCALE: NONEVENT PIPE DETAILCORE DRILL TO FIT OD OF VENT PIPESEAL W/NON-SHRINK GROUTBITUMINOUS DRIVETYPICAL BITUMINOUS ROAD DETAIL12' MINIMUM3" MINSCALE: NONEGRANULAR MATERIALMN/DOT 3149.2F12" MINIMUM MNDOT CLASS 5 GRANULAR BASE1/2" STAINLESS STEEL BALL VALVEPRESSURE GAUGEDIAPHRAGM SEALPRESSURE GAUGE DETAILNOTES:1.CONTRACTOR SHALL CONSTRUCT TRENCH AND PROVIDEPROTECTIVE MEASURES AS REQUIRED TO COMPLY WITH OSHA.2.AT LOCATIONS BELOW THE GROUNDWATER REGULATIONS. TABLEUSE COARSE FILTER AGGREGATE AS DIRECTED BY ENGINEER. THEAGGREGATE SHALL BE WRAPPED WITH TYPE II GEOTEXTILE FILTER.TAP PIPE FOR 1/2" NPT STAINLESS STEELNIPPLE SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\FINAL\U&S CONST\0050930C-DTF01.DWG CHANHASSEN, MINNESOTA09/19/25RMBRMBEJKPIONEER RIDGE221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125709/19/25RYAN BLUHMPIONEER RIDGE, LLC.© 2025 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com06/10/2507/15/2508/07/2509/19/25.CITY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTS.PROJECT NUMBER: 0050930.002632LIFT STATION ELECTRICAL SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\FINAL\U&S CONST\0050930C-DTF01.DWG 3227CHANHASSEN, MINNESOTA09/19/25RMBRMBEJKPIONEER RIDGE221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125709/19/25RYAN BLUHMPIONEER RIDGE, LLC.© 2025 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com06/10/2507/15/2508/07/2509/19/25.CITY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTS.PROJECT NUMBER: 0050930.00ELECTRICAL SCHEMATICS SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\FINAL\U&S CONST\0050930C-DTF01.DWG 3228CHANHASSEN, MINNESOTA09/19/25RMBRMBEJKPIONEER RIDGE221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125709/19/25RYAN BLUHMPIONEER RIDGE, LLC.© 2025 Westwood Professional Services, Inc.06/10/2507/15/2508/07/2509/19/25.CITY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTS.PROJECT NUMBER: 0050930.00ELECTRICAL SCHEMATICS 0+50CL9209309209300.000,924.0122%2%1+00CL9209309209300.000,925.7932%2%2+00CL9209309209300.000,928.456-9.670,928.263-11.170,928.200-12.670,928.2632%2%4%4%2%2+84CL9209309409209309400.003,930.361-9.667,930.1680.003,930.361-11.167,930.106-9.667,930.168-12.667,930.168-11.167,930.106-12.667,930.1682%2%4%4%2%4+00CL9309409309400.000,933.0132%2%5+00CL9309409309400.000,935.2502%2%6+00CL9209309409209309400.000,934.5772%2%7+00CL9209309409209309400.000,932.8672%2%8+00CL9279309409279309400.000,931.1572%2%8+90CL9209309209300.001,928.4940.001,928.4942%2%9+53CL9209309409209309400.003,929.06111.140,928.29011.140,928.290-9.692,929.091-9.692,929.0918%7%0%10+00CL9209309409209309400.000,930.7782%2%11+00CL9309409309400.000,933.1282%2%12+00CL9309409309400.000,934.8732%2%13+00CL9209309409209309400.000,936.1182%2%N:\0050930.00\DWG\CIVIL\FINAL\U&S CONST\0050930C-CSX01.DWG 3229PROJECT NUMBER: 0050930.00CHANHASSEN, MINNESOTA09/19/25RMBRMBEJK© 2025 Westwood Professional Services, Inc.PIONEER RIDGECROSS SECTIONS221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/25PIONEER RIDGE, LLC.CONSTRUCTION PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com10.000022'2' OR 1'0'10'20'30'1" = 10'06/10/2507/15/2508/07/2509/19/25.CITY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTS.JONNI WAY 0+59CL9109209309109209301+00CL9109209309109209301+50CL9109209309109209302+37CL9209309409209309403+20CL9209309409209309404+00CL9209309409209309404+50CL9209309409209309405+00CL9209309409209309405+22CL9209309409209309400.000,924.6110.000,924.6112%2%0.000,925.4302%2%0.000,926.8012%2%0.008,929.7409.678,929.5469.678,929.54611.178,929.48411.178,929.48412.678,929.54612.678,929.5460.008,929.7402%4%4%2%2%0.000,932.5309.670,932.3369.670,932.33611.170,932.27411.170,932.27412.670,932.33612.670,932.3360.000,932.5302%4%4%2%2%0.000,934.1912%2%0.000,935.1659.670,934.97211.170,934.9092%4%4%2%0.000,936.1399.670,935.94611.170,935.8832%4%4%2%0.000,936.574-9.670,936.3810.000,936.574-11.170,936.318-9.670,936.381-12.670,936.381-11.170,936.318-12.670,936.3812%2%4%4%1%N:\0050930.00\DWG\CIVIL\FINAL\U&S CONST\0050930C-CSX01.DWG 3230PROJECT NUMBER: 0050930.00CHANHASSEN, MINNESOTA09/19/25RMBRMBEJK© 2025 Westwood Professional Services, Inc.PIONEER RIDGECROSS SECTIONS221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/25PIONEER RIDGE, LLC.CONSTRUCTION PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com10.000022'2' OR 1'0'10'20'30'1" = 10'06/10/2507/15/2508/07/2509/19/25.CITY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTS.CREEK RIDGE PLACE 54+78CL91592091592055+00CL91592091592055+50CL915920930915920930GBRK OFST = -22.86ELEV = 922.04GBRK OFST = -60.00ELEV = 918.46GBRK OFST = -18.85ELEV = 921.86GBRK OFST = -26.88ELEV = 922.571.8%4.6%EX.5.3%EX.5.2%EX.5.7%EX.5.0%5.7%EX.5.9%55+72CL91592093091592093055+91CL92093092093056+25CL920930920930OS= 6.75, EL=921.67 OS= 4.75, EL=921.55 OS= 25.24, EL=922.38 OS= 27.86, EL=922.85 OS= 45.45, EL=922.31 OS= 35.58, EL=922.91 OS= 4.45, EL=921.10 OS= 6.46, EL=920.96 GBRK OFST = -23.49 ELEV = 922.78 GBRK OFST = -60.00 ELEV = 922.87 GBRK OFST = -18.72 ELEV = 922.67 GBRK OFST = -29.24 ELEV = 923.45 GBRK OFST = -25.34 ELEV = 923.37 GBRK OFST = -60.00 ELEV = 924.04 GBRK OFST = -18.82 ELEV = 923.07 GBRK OFST = -56.21 ELEV = 923.97 2.1%EX.5.4%EX.5.3%EX.5.5%1.9%EX.4.5%CL-CL CREEK RIDGE PLACE & CSAH-142.0%EX.5.3%EX.5.3%05556 575859SL-15STA:54+77.52SL-16STA:55+00.00SL-28STA:55+31.39SL-17STA:55+50.00 SL-26STA:55+72.10 SL-18STA:55+91.14 SL-27STA:56+25.19 SL-19STA:56+78.72 SL-20STA:57+01.69 SL-21STA:57+50.27 SL-22STA:57+74.83 SL-23STA:58+28.24 SL-24STA:58+80.06 SL-25STA:59+00.00 5556575859P-PUGP-PUGP-PUGSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\FINAL\U&S CONST\0050930C-CSX01.DWG 3231PROJECT NUMBER: 0050930.00CHANHASSEN, MINNESOTA09/19/25RMBRMBEJK© 2025 Westwood Professional Services, Inc.PIONEER RIDGECROSS SECTIONS221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/25PIONEER RIDGE, LLC.CONSTRUCTION PLANSCommon Ground AllianceCall 48 Hours before digging:811 or call811.com10.00001'2' OR 1'0'10'20'30'1" = 10'06/10/2507/15/2508/07/2509/19/25.CITY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTS.CSAH-14 56+79CL92093094092093094057+02CL92093094092093094057+50CL920930940920930940GBRK OFST = -26.87ELEV = 923.58GBRK OFST = -60.00ELEV = 921.29GBRK OFST = -18.81ELEV = 923.39GBRK OFST = -33.30ELEV = 924.13 GBRK OFST = -26.87ELEV = 923.73GBRK OFST = -60.00ELEV = 921.18GBRK OFST = -18.93ELEV = 923.60GBRK OFST = -33.30ELEV = 924.25 GBRK OFST = -26.69ELEV = 923.36GBRK OFST = -60.00ELEV = 921.27GBRK OFST = -19.03ELEV = 923.42GBRK OFST = -33.39ELEV = 923.582.4%2.6%1.6%EX.2.5%2.2%EX.2.7%0.9%EX.0.5%57+75CL92093092093058+28CL92093092093058+80CL92093094092093094058+80CL920930920930GBRK OFST = -26.94 ELEV = 923.22 GBRK OFST = -60.00 ELEV = 921.53 GBRK OFST = -19.09 ELEV = 923.47 GBRK OFST = -33.45 ELEV = 923.32 GBRK OFST = -27.28 ELEV = 923.49 GBRK OFST = -60.00 ELEV = 922.05 GBRK OFST = -18.99 ELEV = 923.71 GBRK OFST = -31.84 ELEV = 923.66 GBRK OFST = -26.49 ELEV = 923.67 GBRK OFST = -60.00 ELEV = 922.47 GBRK OFST = -19.04 ELEV = 923.88 GBRK OFST = -28.67 ELEV = 923.92 3.2%EX.2.8%2.6%EX.2.4%SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\FINAL\U&S CONST\0050930C-CSX01.DWG 3232PROJECT NUMBER: 0050930.00CHANHASSEN, MINNESOTA09/19/25RMBRMBEJK© 2025 Westwood Professional Services, Inc.PIONEER RIDGECROSS SECTIONS221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/25PIONEER RIDGE, LLC.CONSTRUCTION PLANSCommon Ground AllianceCall 48 Hours before digging:811 or call811.com10.00001'2' OR 1'0'10'20'30'1" = 10'06/10/2507/15/2508/07/2509/19/25.CITY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTS.CSAH-14