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25-08-07 Pioneer Ridge U&S Construction
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 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 29PROJECT NUMBER: 0050930.00Sheet List TableSHEETNUMBERSHEET TITLE1Cover2Overall Utility Plan3Forcemain and Lift Staion Plan4Sanitary Sewer and Watermain Plan5Sanitary Sewer and Watermain Plan6Sanitary Sewer and Watermain Plan7Street and Storm Sewer Plan8Street and Storm Sewer Plan9Street and Storm Sewer Plan10Street and Storm Sewer Plan11Street and Storm Sewer Plan12Intersection Detail13Turn Lane Improvements14Turn Lane Improvements15Turn Lane Grading and Drainage16Details17Details18Details19Details20Details21Details22Details23Lift Station Details24Lift Station Details25Lift Station Electrical26Electrical Schematics27Electrical Schematics28Cross Sections29CROSS SECTIONS HYD (TYP.)HYD (TYP.)OUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTHWLHWLHWLHWLHWLHWLHWLHWLHWLHWL HWLHWLHWLHWLOUTOUTOUTOUTOUTOUTOUTOUTOUTHWLHWLHWLHWLHWL HWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLOUTOUTOUTOUTOUTOUTHWLHWL HWLHWLHWLHWLHWLHWLHWLHWLHWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWL 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 POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHSANSANSANSANSANSANSANWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATPOH POH FOFOFO TEX-MHRE = 937.21EX-MHRE = 937.22EX-MHRE = 936.73EX-MHRE = 937.39EX-MHRE = 938.86EX-MHRE = 937.48EX-MHRE = 939.16TWPUGPUGPUGSANSANGASGASWAT WATLIFTSTATIONSTOSTOSTO123 456789101112130 1 2 3 4 5012312345S484950515253545556 575859FMFMFMFMSTOWET POND/FILTRATION BASIN 4OUTLET EL= 921.0BOTTOM= 920.0 (FILTRATION)=917.0 (WET POND)DT IE= 918.5DT IE OUT= 917.512" IE OUT= 917.0100 YR HWL=921.5EOF=922.5POND 3OUTLET EL= 909.92 (EXIST.24")100 YR HWL=911.7EOF= 914.8BOTTOM= 907.0FILTRATION BASIN 3.1w/SUMP MH FORPRETREATMENTOUTLET EL= 919.0BOTTOM= 917.5DT IE= 916.0DT IE OUT= 915.415" IE OUT= 914.9100 YR HWL= 920.4EOF= 920.5EX. 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-105CBMH-106STMH-101FES-86FES-83CBMH-95FES-88CB-109CBMH-108CBMH-103CBMH-102MH-4MH-12CBMH-57FES-61CBMH-91CBMH-59MH-LS014" FORCEMAINDIRECTIONALLY DRILLEDIE=916.13CONNECT FORCEMAININTO EX MHMH-111HYD (TYP.)8" GV (TYP.)8" DIP WM8" DIP WMRCP STRM8" DIP WM8" DIP WM8" DIP WMRCP STRMFES-119CBMH-115STMH-114FES-113STMH-112CBMH-110CBMH-111HYD (TYP.)STMH-84OCS-137CBMH-141(SEE MNDOT DETAIL 4129G)CBMH-120(SEE MNDOT DETAIL 4129G)OCS-88ASTMH-117OCS-110AFES-177FES-168CBMH-172CBMH-170CBMH-169FES-185FES-186FES-183FES-184SHEET 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 292CHANHASSEN, MINNESOTA08/07/25RMBRMBEJKPIONEER RIDGEOVERALL UTILITY PLAN221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125708/07/25RYAN 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 6'06/10/2507/15/2508/07/25..CITY 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=926.60 (4" SE)IE=918.130D=18.930 LF-8" PVCSDR 26 @0.57%7 LF-4" HDPE2 LF-4" HDPE8 LF-4" HDPE93 LF-4" HDPE61 LF-4" HDPE110 LF-4" HDPE52 LF-4" HDPE4" MJ GVSTA=5+49ELEV=916.00445 LF - 4" FM95 LF-4" HDPEEX. 8" WMEX. 15" STMSANSANSWAT 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 HWL HWL HWL H W L HWLHWL HW L HW LHWL H W L H W L NWL NWL NWL NWLNWL NWLNWLNWLNWL O U T OUT O U T OUTOUTO U T O U T SS 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 4012312345SFMFMFMFMFMFMMH-LS01MH-111MH-12EX MH-140RE=937.03IE=926.60 (4" SE)D=18.9SAWCUT LIMITS FORFORCEMAINCONSTRUCTION LIMITSTO BE INSIDEROW/PROPERTY LINEFOR FORCEMAINREMOVE TRAILAND REPLACEAS NEEDEDPROTECTSTORM SEWEREXISTING HOMEEXISTING HOMECONNECT TO EX.MHREMOVE REPLACEPAVEMENT AS REQUIREDHEMLOCK WAYBLUFF CREEK DRIVEJONN I WA Y PROTECTUNDERGROUNDUTILITIESPROTECTWATERMAINN W LNWLNWLNWLNWLNWLNWLNWLNWLNWL5 FM FM FM FM FM FM MH-LS01MH-111SHEET 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 293CHANHASSEN, MINNESOTA08/07/25RMBRMBEJKPIONEER RIDGEFORCEMAIN AND LIFTSTAION PLAN221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125708/07/25RYAN 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 5'06/10/2507/15/2508/07/25..CITY 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° BEND90° BENDMJ GATE VALVESSEE PROFILE BELOWB I T . D R I V E ( 3 0 ' X 1 1 ' )SEE LIFT STATION DETAILSON SHEET ## & ##LIFT STATIONJONNI WAY (STREET A)SCALE 1" = 10'JONN I WAY 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 SDR26 @ 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" DIP CL 52 WM7.5' MIN COVER3.1' CLR12"x8" TEESTA=-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 WAT123456789101112131415162112JONNI WAY12345678OUTLOT AOUTLOT BP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGOUTOUTOUTOUTOUTOUT OUTOUTOUTOUTOUTHWLHWLHWLHWLHWLHWLHWL HWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLNWLNWLNWLNWLNWLNWLNWLNWLNWLOUTOUTOUTOUTOUTOUTOUTBLUFF CREEK DRIVEPIONEER TRAILXXSTOWATWATWATWATWATWATWATWATWAT WATWATWATWATWATWATSTOHHFOTPUGHYD w/ 6" GV16'-6" DIP8"X6" TEEGRND EL= 933.61234567123345FMFMFMFM POND 3OUTLET EL= 909.92 (EXIST.24")100 YR HWL=911.712"x8" TEESTA -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" TYPE "K" COPPER 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 294CHANHASSEN, MINNESOTA08/07/25RMBRMBEJKPIONEER RIDGESANITARY SEWER ANDWATERMAIN PLAN221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125708/07/25RYAN 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 5'06/10/2507/15/2508/07/25..CITY 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 26 @ 1.76%8"x6" TEE (HYD)STA=8+36ELEV=922.793.0' CLR84 LF - 8" DIP CL 52 WMEXTRA DEPTH304 LF - 8" DIP CL 52 WM7.5' MIN COVER78 LF - 8" DIP CL 52 WM7.5' MIN COVER8"x8" TEESTA=9+14ELEV=920.628" GVSTA=9+09ELEV=920.748" GVSTA=9+19ELEV=920.50TOP OF WMSTA=9+98ELEV=923.198"x6" TEE (HYD)STA=13+08ELEV=928.721617181920212223242526272829303132161718192035189101133341OUTLOT B355556575859P- P U GP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGOUTOUTOUTOUTOUTOUTOUTHWLHWLHWLHWLHWLHWLHWLHWLOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLXXSTOSTOSTOSTOWATWATWATWATWATWATWATWATWATWATWATWATWATHYD W/ 6" GV12'-6" DIP8"X6" TEEGRND EL=937.0HYD W/ 6" GV16'-6" DIP8"X6" TEEGRND EL= 930.5STOSTO789101112130 1 2 355565758 59STOWET POND/FILTRATION BASIN 4OUTLET EL= 921.0BOTTOM= 920.0 (FILTRATION)=917.0 (WET POND)POND 3OUTLET EL= 909.92 (EXIST.24")100 YR HWL=911.7EOF= 914.8BOTTOM= 907.08" 11.25° BENDSTA 9+2410.0' LMH-4MH-38" GVSTA 9+199.5' L8" GVSTA 9+098.6' L8"x8" TEESTA 9+149.0' L8" 11.25° BENDSTA 7+1010.0' LSTREET BSEE SHEET 6STREET ASEE SHEET 41" TYPE "K" COPPER SERVICEw/ CURB STOP (TYP.)4" PVC SDR 26 SANITARYSEWER SERVICE (TYP.)STREET BSEE SHEET 6 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 295CHANHASSEN, MINNESOTA08/07/25RMBRMBEJKPIONEER RIDGESANITARY SEWER ANDWATERMAIN PLAN221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125708/07/25RYAN 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 5'06/10/2507/15/2508/07/25..CITY 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=920.628"x6" TEE (HYD)STA=5+57ELEV=929.75TOP OF WMSTA=3+36ELEV=921.12TOP 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 26 @ 2.08%99 LF-8" PVC SDR 26 @ 2.97%3.0' CLR159 LF - 8" DIP CL 52 WMEXTRA DEPTH190 LF - 8" DIP CL 52 WM7.5' MIN COVER8" GVSTA=2+15ELEV=920.65TOP OF WMCONNECT TO EX.(VERIFY)ELEV=914.81233 LF - 8" DIP CL 52 WM7.5' MIN COVERCONNECT TO EX.WATERMAIN IN PIONEER TRAILCOORDINATE WORK WITH CARVER COUNTY.CONTRACTOR TO COMPLETE COUNTY UTILITY PERMITAND PROVIDE TRAFFIC CONTROL PLAN3.0' CLRINSULATE(TYP)TOP OF WMSTA=1+11ELEV=918.31TOP OF WMSTA=0+53ELEV=913.46151617181920213217181920110111213143334OUTLOT B353554555657P-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGOUTOUTOUTOUTOUTOUTOUTHWLHWLHWLHWLHWLHWLHWLHWLOUTPOND 2-REUSENWL=922.5BOTTOM = 913.0100 YR HWL = 925.6EOF=925.6BERM=926.1HWLHWLHWLHWLXXPOHPOHPOHPOHPOHPOHPOHSTOSTOWATWATWATWATWATWATWATHYD w/ 6" GV12'6" DIP8"-6" TEEGRND EL= 935.9STO8910 01234554555657MH-1MH-2MH-38"x8" TEESTA 2+108.9' L8" GVSTA 2+158.3' L8" 11.25° BENDSTA 3+0010.0' LSTREET ASEE SHEET 5STREET ASEE SHEET 5STREET B1" TYPE "K" COPPER SERVICEw/ CURB STOP (TYP.)4" PVC SDR 26 SANITARYSEWER SERVICE (TYP.)STREET B8" 11.25° BENDSTA 2+029.8' L8"x8" TEE8" 45° BENDSTA 1+909.8' L8" 45° BENDSTA 1+854.8' LSHEET 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 296CHANHASSEN, MINNESOTA08/07/25RMBRMBEJKPIONEER RIDGESANITARY SEWER ANDWATERMAIN PLAN221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125708/07/25RYAN 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 5'06/10/2507/15/2508/07/25..CITY 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%3.50%3.50%PVI STA = 0+05.99PVI ELEV = 922.52PVI STA = 0+55.47PVI ELEV = 924.25PVI STA = 1+29.94PVI ELEV = 926.86 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. = -1.22%K = 40.9350.00' VCPVC = 1+04.95ELEV = 925.99PVT = 1+54.94ELEV = 927.43 923.51923.4926.3924.06929.6925.81931.3927.31931.93933.1928.46933.74934.2929.60934.46934.5930.73933.7931.87932.2933.01930.9934.15 931.8 935.25 932.1 935.39 931.0 934.58 931.17 932.4 933.72 933.9 932.87 933.3 932.01 930.3 931.16 928.3 929.87CBMH-57FES-61IE=925.50 (15")CBMH-57STA: 2+83RE=929.96IE=925.96 (12" NW)D=4.0IE=926.96 (6" DT)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)CBMH-111STA: 0+64RE=924.16IE=919.78 (15" N)IE=919.58 (18" SE)D=4.6IE=921.16 (6" DT)PROPOSED C/L GRADE(TYP.)PROPOSED C/L SUBGRADE(TYP.)EXISTING GROUND (TYP.)41 LF-12" RCPCL 5 @ 0.83%35 LF-15" RCPCL 5 @ 0.35%STO12345678FMFMFMFM123456789101112131415161718192112JONNI WAY12345678910OUTLOT AOUTLOT B14'P-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGWATXXPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHSTOSTOWATWATWATWATWATWATWATWAT WATWATWATWATSTOTPUGOUTOUTOUTOUTOUTOUTOUTOUTOUTOUT OUTOUTOUTOUTOUTOUTHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWL HWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLNWLNWLNWLNWLNWLNWLNWLNWLNWL 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=918.0OUTOUTOUT40'ROW24'B-BSURMOUNTABLE CONCRETECURB & GUTTER (TYP.)ADJUST MH CASTING (TYP.)CB-110FES-61CBMH-59CB-57R20'(TYP)CBMH-111PROFILE DSEE SHEET 10STREET ASEE SHEET 8STREET LIGHT (TYP.)STA 0+22BEGIN STREET CONSTRUCTIONMATCH EXISTINGOCS-110AFES-177CBMH-120FES-168CBMH-172CBMH-170CBMH-169STMH-117PROFILE ESEE SHEET 11PROFILE ASEE SHEET 10CB110 - OCS110A9109159209259309359109159209259309350+251+002+002+50CBMH-110STA: 0+64RE=924.16IE=920.15 (12" NE)IE=919.95 (15" S)D=4.2IE=921.16 (6" DT)CBMH-11121 LF-15" RCPCL 5 @ 0.81%OCS-110ARE=927.30IE=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%N:\0050930.00\DWG\CIVIL\FINAL\U&S CONST\0050930C-STF01.DWG 297PROJECT NUMBER: 0050930.00CHANHASSEN, MINNESOTA08/07/25RMBRMBEJK© 2025 Westwood Professional Services, Inc.PIONEER RIDGESTREET AND STORMSEWER PLAN221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125708/07/25RYAN 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" = 50'06/10/2507/15/2508/07/25..CITY 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)CB-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%PROPOSED C/L GRADE(TYP.)PROPOSED C/L SUBGRADE(TYP.)EXISTING GROUND (TYP.)STOSTO789101112130 1 2 3 454555657 5859STOPATIOGARAGEOLIVIA2-STORYPORCH15161718192021222324252627282930313214151617181920351CREEK RIDGE PLACE 789101112PATIOGARAGEOLIVIA2-STORY33341OUTLOT B35545556575859JONNI WAYP- P U GP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGXXPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHSTOSTOSTOSTOSTOSTOWATWATWATWATWATWATWATWATWATWATWATWATWATPOHPOHPOHOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNW L NW LHWLHWLHWLHWLHWL HWLHWLHWLHWLHWLHWLHWLHWLCBMH-108CB-107CBMH-104ADJUST MH CASTING (TYP.)40'ROW24'B-BR20'(TYP.)ADJUST G.V. (TYP.)SURMOUNTABLE CONCRETECURB & GUTTER (TYP.)STREET ASEE SHEET 7STR E E T B SEE S H E E T 9PROFILE BSEE SHEET 9STREET LIGHT (TYP.)SEE SHEET 9CBMH-120OCS-88AFES-183FES-184FES-185FES-186N:\0050930.00\DWG\CIVIL\FINAL\U&S CONST\0050930C-STF01.DWG 298PROJECT NUMBER: 0050930.00CHANHASSEN, MINNESOTA08/07/25RMBRMBEJK© 2025 Westwood Professional Services, Inc.PIONEER RIDGESTREET AND STORMSEWER PLAN221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125708/07/25RYAN 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" = 50'06/10/2507/15/2508/07/25..CITY 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 = 933.06921.4 923.7 923.43 920.6 924.43 914.0 925.43 921.4 926.80 925.4 928.49 929.1 930.19 933.7 931.88 936.3 933.22 937.5 934.19 934.2 935.17 932.3 936.14 925.3 937.11 925.2CBMH-91FES-88IE=920.00 (12")CBMH-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%66 LF-12" RCPCL 5 @ 1.15%22 LF-12" RCPCL 5 @ 1.57%13 LF-12" RCPCL 5 @ 0.00%CBMH-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)CBMH-102STA: 3+17RE=931.72IE=923.91 (15" W)IE=922.80 (21" S)IE=922.80 (24" E)D=12.94.0' SUMP=918.80IE=928.72 (6" DT)27 LF-21" RCPCL 4 @ 0.22%73 LF-21" RCP CL 4 @0.22%PROPOSED 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)CBMH-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)OCS-88ARE=923.00IE=920.00 (12" E)IE=917.00 (12" SW)D=5.5TOP WEIR WALL= 922.36"ORFACE IE= 921.0IE=917.5 (6" DT)STO78910 01234554555657STO15161718192021321415161718192018910111213143334OUTLOT BOUTLOT D353554555657P-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGXXPOHPOHPOHPOHPOHPOHPOHPOHPOHSTOSTOSTOWATWATWATWATWATWATWATWATOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLOUTNWLNWLNWLNWLPOND 2-REUSENWL=922.5BOTTOM = 913.0100 YR HWL = 925.6EOF=925.6BERM=926.1HWLHWLHWLHWLCBMH-91R20'(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 12FOR INTERSECTIONDETAILSCB-106CBMH-95FES-88STREET ASEE SHEET 8P RO F I L E C S E E SH E E T 1 1 PROFILE BSEE SHEET 104" CLEAN OUT PER CITYDETAIL 52344" SDR 35 DRAIN TILEPER CITY DETAIL 5232STREET LIGHT (TYP.)CBMH-120OCS-88AN:\0050930.00\DWG\CIVIL\FINAL\U&S CONST\0050930C-STF01.DWG 299PROJECT NUMBER: 0050930.00CHANHASSEN, MINNESOTA08/07/25RMBRMBEJK© 2025 Westwood Professional Services, Inc.PIONEER RIDGESTREET AND STORMSEWER PLAN221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125708/07/25RYAN 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" = 50'06/10/2507/15/2508/07/25..CITY 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 PROFILE F(SHEET 11) PROFILE A9059109159209259309359059109159209259309350+501+002+003+00CBMH-111RE=924.16IE=919.78 (15" N)IE=919.58 (18" SE)D=4.6IE=921.16 (6" DT)STMH-112RE=923.50IE=919.09 (18" NW)IE=919.09 (18" SE)D=4.418" FES-113IE=919.00122 LF-18" RCP CL 5 @ 0.40%26 LF-18" RCPCL 5 @ 0.34%1234950FM1234521OUTLOT AOUTLOT B4950P-PUGP-PUGP-PUGBLUFF CREEK DRIVEPOHPOHPOHPOHPOHPOHPOHPOHPOHSTOSTOSTO STOSTOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSTOHHFOFOFOHWLHWLHWLHWLHWLHWLHWLHWL NWLNWLNWLNWLNWLNWLOUTOUTOUTOUTOUTOUTOUTCBMH-111STMH-112FES-113STMH-114STREET ASEE SHEET OCS-110AFES-177PROFILE D9059109159209259309059109159209259300+501+002+003+004+004+50123 LF-15" RCP CL 5 @ 1.35%116 LF-15" RCP CL 5 @ 2.56%40 LF-15" RCPCL 5 @ 0.89%12 LF-15" RCPCL 5 @ 0.00%STMH-114STA: 1+12RE=921.00IE=917.50 (15" W)IE=914.90 (15" NE)D=5.8CBMH-115STA: 2+35RE=917.50IE=913.24 (15" SW)IE=913.24 (15" NE)D=4.3STMH-117STA: 3+51RE=916.90IE=910.28 (15" SW)IE=910.28 (15" E)D=6.615" FES-178IE=917.5015" FES-119IE=909.9223449505152531234567891011121314212JONNI WAYOUTLOT AOUTLOT B4950515253P-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGPIONEER TRAILPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHS TO STOSTOSTOSTOSTOSTOSTOSTOSTOSTOWATWATWATWATWATWATWATWATWATWATWATSTOOUTOUTOUTOUT OUTOUTOUTHWLHWLHWLHWL HWLHWLHWLHWLHWLHWLHWLHWLHWLHWLNWLNWLNWLNWLOUTOU TOUTOUT OUTFES-113STMH-114CBMH-115FES-119STREET ASEE SHEET 7OCS-110AFES-177STMH-117PROFILE B9159209259309359159209259309350+501+002+003+004+004+10CB-109RE=929.37IE=926.12 (12" E)D=3.2CBMH-108RE=932.15IE=924.32 (12" S)IE=925.69 (12" W)IE=924.12 (15" E)D=8.0IE=929.15 (6" DT)CBMH-102STA: 2+36RE=931.72IE=923.91 (15" W)IE=922.80 (21" S)IE=922.80 (24" E)D=12.94.0' SUMP=918.80IE=928.72 (6" DT)STMH-101RE=928.77IE=922.61 (24" W)IE=922.61 (24" NE)D=6.295 LF-12" RCP CL 5 @ 0.45%41 LF-15"RCP CL 5 @0.50%82 LF-24" RCPCL 3 @ 0.23%44 LF-24" RCPCL 3 @ 0.25%FES-100IE=922.50 (24")8910112 3 4 5 FES-83RE=919.91IE=920.50 (NW)CB-109CBMH-108CBMH-102CBMH-103STMH-101FES-100CB-107CBMH-104CBMH-106RE=927.33IE=923.88 (12" E)D=3.4115 L F - 1 2 " R C P C L 5 @ 0 . 4 5 %95 LF-12" RCP CL 5 @ 0.45%4 4 L F - 2 4 " R C P C L 3 @ 0 . 2 5 %RE=925.05IE=922.50 (15" SE)IE=922.50 (15" NW)D=2.61516171819202122231CREEK RIDGE PLACE 910111213OUTLOT BOUT L O T B JONNI WAYPOHPOHPOHPOHNWLNWLNWLNWLNWLNWL NWL BOTTOM = 913.0100 YR HWL = 925.6EOF=925.6BERM=926.1FES-100STMH-101CBMH-102CBMH-108CB-109FES-83N:\0050930.00\DWG\CIVIL\FINAL\U&S CONST\0050930C-STF01.DWG 2910PROJECT NUMBER: 0050930.00CHANHASSEN, MINNESOTA08/07/25RMBRMBEJK© 2025 Westwood Professional Services, Inc.PIONEER RIDGESTREET AND STORMSEWER PLAN221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125708/07/25RYAN 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" = 50'06/10/2507/15/2508/07/25..CITY 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 B 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=925.05IE=922.50 (15" SE)IE=922.50 (15" NW)D=2.6STMH-84RE=924.20IE=919.70 (15" SE)IE=913.59 (15" E)D=10.645151617181OUTLOT BOUTLOT DNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLFES-86FES-83STMH-84OCS-137561JONNI WAY1234567OUTLOT ASTONWLNWLNWLNWLNWLOCS-110AFES-177FES-168CBMH-172CBMH-170CBMH-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=3.9CBMH-169RE=931.50IE=927.50 (15" W)D=4.015" FES-168IE=925.50STO1CBMH-106RE=927.33IE=923.88 (12" E)D=3.4CBMH-91545556 STO151617181920CREEK RIDGE PLACE 545556 R25'14'P-PUGP-PUGP-PUGP-PUGP-PUGP-PUGPIONEER TRAILPOHPOHPOHPOHPOHSTOSTOSTOSTOSTOWATWATWATWATWATWATOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLCBMH-120CBMH-1209059109159209259059109159209250+501+002+002+50CBMH-120STA: 54+94RE=919.67IE=909.31 (24" N)IE=909.31 (24" S)D=10.4STO0 156 575859WET POND/FILTRATION BASIN 4OUTLET EL= 921.0BOTTOM= 920.0 (FILTRATION)=917.0 (WET POND)PATIOOLIVIA2-STORYPORCH29303132CREEK RIDGE PLACE 100'166'50'14'333413556575859R 2 5 'R25'14' P-P U GP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGPOHSTOWATWATWATWATWATWATWATWATWATOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLOCS-88AFES-183FES-184FES-185FES-186FES - FES EQ9109159209259109159209250+501+001+8012" FES-184IE=920.0012" FES-183IE=920.00FES - FES EQQ9109159209259109159209250+501+001+8012" FES-186IE=920.0012" FES-185IE=920.00N:\0050930.00\DWG\CIVIL\FINAL\U&S CONST\0050930C-STF01.DWG 2911PROJECT NUMBER: 0050930.00CHANHASSEN, MINNESOTA08/07/25RMBRMBEJK© 2025 Westwood Professional Services, Inc.PIONEER RIDGESTREET AND STORMSEWER PLAN221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125708/07/25RYAN 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" = 50'06/10/2507/15/2508/07/25..CITY 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 E 1925.503 3.50%920.9613 FMFMFMFMFMFMFMFMFMFMFMFMTNHELEV=924.14STOSTOSTOSTO STO STO STO STO WATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT923.50923.36923.61923.74924.812.0%2.0%920.964.8%4.2%6.8%6.8%6.2%CBMH-110RE=924.16CBMH-111RE=924.16924.89920.99923.06SAWCUT(MATCH EXIST.)924.408.0%2.0%8.0%2.0%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 2912PROJECT NUMBER: 0050930.00CHANHASSEN, MINNESOTA08/07/25RMBRMBEJK© 2025 Westwood Professional Services, Inc.PIONEER RIDGEINTERSECTION DETAIL221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125708/07/25RYAN 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" = 10'06/10/2507/15/2508/07/25..CITY 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) 0 1 25253545556 57585959+98.97 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 ∆∆ ∆ ∆PIONEER TRAIL H I G H W A Y 2 1 2 EX-MHRE = 916.64EX-MHRE = 923.28POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUT OUTOUTOUTOUTOUTHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWL HWLHWLHWLHWLHWLOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLSTOSTOSTO456789101112130 1 2STO EX. TRAILEX. 12" STMEX. 24" STMREMOVE EXIST.STRIPINGEXIST. B424 CURBAND GUTTERSAWCUT 540 LFFOR FULL DEPTHISLAND W/B424CURB AND GUTTERREMOVE EXIST. B424CURB AND GUTTEREXIST. B424 CURBAND GUTTERREMOVE AND EXTENDEXIST. CBMH.\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\REMOVE EXIST. BIT. TRAILSAWCUT 20 LF OFTRAILSAWCUT TRAIL(TYP)SAWCUT 400 LF456789101112130 1 200 052535455565758590 1 25253545556 57585959+98.97 PATIOGARAGEOLIVIA2-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 ∆∆ ∆ ∆PIONEER TRAIL HI G H W A Y 2 1 2 POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUT OUTOUTOUTOUTOUTHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWL HWLHWLHWLHWLHWLOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLSTOSTOSTO456789101112135253545556575859STOEX. 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 GUTTER.END 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 TRAIL 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. (SPWEB340F)SPEC 23606" AGGREGATE BASE; CLASS 5 - SPEC 22112357 BITUMINOUS TACK COAT2" TYPE SP 12.5 WEARING COURSE MIX. (SPWEB340F)SPEC 23603" TYPE SP 12.5 WEARING COURSE MIX. (SPNWB3308)SPEC 23604" CONCRETE WALK5" 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 2913CHANHASSEN, MINNESOTA08/07/25RMBRMBEJKPIONEER RIDGETURN LANEIMPROVEMENTS221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125708/07/25RYAN 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 5'06/10/2507/15/2508/07/25..CITY 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 3 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 PATIOGARAGEOLIVIA2-STORYPORCH12JONNI WAYCREEK RIDGE PLACE 15253545556575859JONNI WAYP-P U GP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUGP-PUG ∆∆∆∆∆∆ ∆ ∆PIONEER TRAIL HI G H W A Y 2 1 2 POH POH POH POH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUT OUTOUTOUTOUTOUTHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWL HWLHWLHWLHWLHWLOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTHWLHWLNWLNWLNWLNWLOUT HWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLSTOSTOSTO3 456789101112135253545556575859STOMH-126" SOLID WHITESEE DETAILPAVEMENT MESSAGETURN RIGHT ARROW(TYP) PMA-2REXIST. B424 CURBAND GUTTER6" SOLID WHITEMATCH EXIST.SOLID WHITE3 456789101112130 1 20 0 05253545556575859MATCH EXIST.SOLID WHITESHEET 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 2914CHANHASSEN, MINNESOTA08/07/25RMBRMBEJKPIONEER RIDGETURN LANEIMPROVEMENTS221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125708/07/25RYAN 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 5'06/10/2507/15/2508/07/25..CITY 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 NOTES1.ALL LANE LINES SHALL BE GROUND-IN & MULTI-COMPONENT. ALL PAVEMENT MARKINGS AND24" MEDIAN STRIPING SHALL BE GROUND-IN & PREFORM THERMOPLASTIC AND MUST BEENHANCED SKID RESISTANCE. ALL LANE LINES, STRIPING, AND MESSAGES TO BE APPLIED AFTERPLACEMENT OF FINAL WEARING COURSE2.ALL SIGNS TO BE RELOCATED SHALL BE SALVAGED AND INSTALLED OUTSIDE OF THE CLEARZONE OF THE PROPOSED ROADWAY.3.REFER TO COUNTY STRIPING DETAILS FOR PAVEMENT MARKING PLACEMENT.FURNISH &INSTALL SIGNR3-8CAR1-1FURNISH &INSTALL SIGNFURNISH &INSTALL SIGNR6-2RR5-1 05556 575859CREEK 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-PUGSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATCBMH-120BUILD OVEREX. PIPEOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTOUTHWL HWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWL HWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHW L STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOEX. 12" STMEX. 24" STMMATCH EXIST.B424 CURB ANDGUTTERCBMH-141(SEE 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. TRAIL923.56EX. TRAIL923.64EX. TRAIL924.39EX. TRAIL924.10EX. TRAIL922.91EX. TRAIL923.30EX. TRAIL923.07EX. 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. FL922.66EX. FL923.21EX. FL923.51EX. FL923.76EX. FL923.78EX. FL923.56EX. FL923.31MATCH EXIST.B424 CURB ANDGUTTERPROPOSEDB424 CURBAND GUTTER922.82923.68923.74923.82923.79923.58923.70923.791.6% 1 . 6%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 22.941.3%1.0%923.89923.53922.60922.75924.022.0% 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 LENGTH921.86919.16923.5805556 5758592.0% 2.0%50'2.8%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 BELOWCBMH-1419059109159209259059109159209250+501+002+003+00CBMH-141RE=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=4.1EX FES-143STA: 2+53IE=912.00 (12")EX 139 LF-12" RCP @ 5.17%CBMH-1209059109159209259059109159209250+501+002+002+50CBMH-120STA: 54+94RE=919.67IE=909.31 (24" N)IE=909.31 (24" S)D=10.455+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%EX.5%EX.5%EX.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 2915CHANHASSEN, MINNESOTA08/07/25RMBRMBEJKPIONEER RIDGETURN LANE GRADINGAND DRAINAGE221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125708/07/25RYAN 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 2'06/10/2507/15/2508/07/25..CITY 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. N:\0050930.00\DWG\CIVIL\FINAL\U&S CONST\0050930C-DTF01-TL.DWG 2916PROJECT NUMBER: 0050930.00CHANHASSEN, MINNESOTA08/07/25RMBRMBEJK© 2025 Westwood Professional Services, Inc.PIONEER RIDGEDETAILS221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125708/07/25RYAN BLUHMPIONEER RIDGE, LLC.CONSTRUCTION PLANSCommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##06/10/2507/15/2508/07/25..CITY 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 2917CHANHASSEN, MINNESOTA08/07/25RMBRMBEJKPIONEER RIDGEDETAILS221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125708/07/25RYAN BLUHMPIONEER RIDGE, LLC.© 2025 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com###### or ##06/10/2507/15/2508/07/25..CITY 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 2918CHANHASSEN, MINNESOTA08/07/25RMBRMBEJKPIONEER RIDGEDETAILS221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125708/07/25RYAN BLUHMPIONEER RIDGE, LLC.© 2025 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com###### or ##06/10/2507/15/2508/07/25..CITY 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 2919CHANHASSEN, MINNESOTA08/07/25RMBRMBEJKPIONEER RIDGEDETAILS221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125708/07/25RYAN BLUHMPIONEER RIDGE, LLC.© 2025 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com###### or ##06/10/2507/15/2508/07/25..CITY 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 2920CHANHASSEN, MINNESOTA08/07/25RMBRMBEJKPIONEER RIDGEDETAILS221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125708/07/25RYAN BLUHMPIONEER RIDGE, LLC.© 2025 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com###### or ##06/10/2507/15/2508/07/25..CITY 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 2921CHANHASSEN, MINNESOTA08/07/25RMBRMBEJKPIONEER RIDGEDETAILS221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125708/07/25RYAN BLUHMPIONEER RIDGE, LLC.© 2025 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com###### or ##06/10/2507/15/2508/07/25..CITY 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 2922CHANHASSEN, MINNESOTA08/07/25RMBRMBEJKPIONEER RIDGEDETAILS221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125708/07/25RYAN BLUHMPIONEER RIDGE, LLC.© 2025 Westwood Professional Services, Inc.###### or ##06/10/2507/15/2508/07/25..CITY 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 2923CHANHASSEN, MINNESOTA08/07/25RMBRMBEJKPIONEER RIDGELIFT STATION DETAILS221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125708/07/25RYAN BLUHMPIONEER RIDGE, LLC.© 2025 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com###### or ##06/10/2507/15/2508/07/25..CITY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTS..PROJECT NUMBER: 0050930.00907.0908.0909.0910.0911.0EL 928.5EL 916.0EL 906.15EL 912.15PLATE NO.: LIFT STATION STANDARD DETAIL (ELEVATION) REVISED:12-24 ENGINEERING DEPARTMENT 5401-AMnDOT 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 2924CHANHASSEN, MINNESOTA08/07/25RMBRMBEJKPIONEER RIDGELIFT STATION DETAILS221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125708/07/25RYAN BLUHMPIONEER RIDGE, LLC.© 2025 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com###### or ##06/10/2507/15/2508/07/25..CITY 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 2925CHANHASSEN, MINNESOTA08/07/25RMBRMBEJKPIONEER RIDGE221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125708/07/25RYAN BLUHMPIONEER RIDGE, LLC.© 2025 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com06/10/2507/15/2508/07/25..CITY 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 2926CHANHASSEN, MINNESOTA08/07/25RMBRMBEJKPIONEER RIDGE221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125708/07/25RYAN BLUHMPIONEER RIDGE, LLC.© 2025 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com06/10/2507/15/2508/07/25..CITY 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 2927CHANHASSEN, MINNESOTA08/07/25RMBRMBEJKPIONEER RIDGE221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE05/16/254125708/07/25RYAN BLUHMPIONEER RIDGE, LLC.© 2025 Westwood Professional Services, Inc.06/10/2507/15/2508/07/25..CITY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTS..PROJECT NUMBER: 0050930.00 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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" = 10'06/10/2507/15/2508/07/25..CITY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTS..JONNI WAY 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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" = 10'06/10/2507/15/2508/07/25..CITY COMMENTSCITY/COUNTY COMMENTSCITY/COUNTY COMMENTS..CREEK RIDGE PLACE