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02 Galpin Street 091620LUCY RIDGE LANETOPAZ DRIVEDELLA DRIVEGALPIN BLVD (CR 117) RUBY LANE LAKE LUCYOrdinary High Water Level=956.1(NGVD 29)per the Minnesota Department ofNatural ResourcesPond #2NWL-964.0HWL-967.2Infiltration Basin #2NWL-964.0HWL-967.2(21" Sand/3" Compost B962.0)Bluff Bluff 30' Blu f f S e t b a c k 30' Bluff Setback30' B luf f Se tback BluffPond #1NWL-973.0HWL-976.85' WALK5' WALK5' WALK5' WALK 10' TRAIL10' TRAIL10' TRAIL10' TRA IL R&D 475 lf curb, 175 lf of walk,8,500 sf of pavement and streetsection. Restore Yards:irrigation and sod.R&D 1,265 sf of pavement andstreet section.Restore Yards: irrigation, sod,and all other privately ownedunderground improvements.F u t u r e 1 0 ' T r a i lFuture 10' TrailFuture 10' T r a i lWetland 1(Preserve)Buffer Reduction to 40 ft (14,760 sf)Buf fer Increase to 100 f t (15 ,260 s f )WBWBWBWBSawcut 80 lf - R&D andgrade out existing drivewayEX 20" WMEX 20" WMWetland 1(Preserve)Wetland 1(Preserve)Wetland 1(Preserve)Wetland 2(Manage 1)Wetland 2(Manage 1)WB(30' Rip Rap Overflow)(50'x10'x1.5')(Bottom-964.0)B618B618B618 SURMSURMB618SURMSURMB618SURMSURMB618 SURM SU R M SURMCHANGE CASTING TO R4342NEED ASSESSMENT IFADDITIONAL REPAIRSARE REQUIREDWBWBWBBM-TNH:1023.19BM-TNH:1018.72BM-TNH:1014.40BM-CIMTOP:979.91BM-FND IP:997.18New Driveway: 7.15% 3"Bit/6"Cl5 (2,555 sf)BM-TNH:1030.0mnmtmnmtBM CPIP:988.96LUCY RIDGE LANETOPAZ DRIVEDELLA DRIVEGALPIN BLVD (CR 117) RUBY LANE LAKE LUCYOrdinary High Water Level=956.1(NGVD 29)per the Minnesota Department ofNatural ResourcesPond #2NWL-964.0HWL-967.2Infiltration Basin #2NWL-964.0HWL-967.2(21" Sand/3" Compost B962.0)Bluff Bluff 30' Blu f f S e t b a c k 30' Bluff Setback30' B luf f Se tback BluffPond #1NWL-973.0HWL-976.85' WALK5' WALK5' WALK5' WALK 10' TRAIL10' TRAIL10' TRAIL10' TRA IL R&D 475 lf curb, 175 lf of walk,8,500 sf of pavement and streetsection. Restore Yards:irrigation and sod.R&D 1,265 sf of pavement andstreet section.Restore Yards: irrigation, sod,and all other privately ownedunderground improvements.F u t u r e 1 0 ' T r a i lFuture 10' TrailFuture 10' T r a i lWetland 1(Preserve)Buffer Reduction to 40 ft (14,760 sf)Buf fer Increase to 100 f t (15 ,260 s f )WBWBWBWBSawcut 80 lf - R&D andgrade out existing drivewayEX 20" WMEX 20" WMWetland 1(Preserve)Wetland 1(Preserve)Wetland 1(Preserve)Wetland 2(Manage 1)Wetland 2(Manage 1)WB(30' Rip Rap Overflow)(50'x10'x1.5')(Bottom-964.0)B618B618B618 SURMSURMB618SURMSURMB618SURMSURMB618 SURM SU R M SURMCHANGE CASTING TO R4342NEED ASSESSMENT IFADDITIONAL REPAIRSARE REQUIREDWBWBWBBM-TNH:1023.19BM-TNH:1018.72BM-TNH:1014.40BM-CIMTOP:979.91BM-FND IP:997.18New Driveway: 7.15% 3"Bit/6"Cl5 (2,555 sf)BM-TNH:1030.0mnmtmnmtBM CPIP:988.965310-121EX-MH10TC-1010.64Inv-993.83Bld - 16.81EX-MH9TC-1007.94Inv-993.59Bld - 14.35INV:995.3INV:995.3INV:986.8INV:986.8INV:984.2INV:984.2INV:981.2INV:977.4INV:977.4INV:1010.3INV:1010.3INV:1006.8 INV:1005.6 INV:1005.6INV:1006.2INV:1005.9INV:1003.1 INV:10 0 4 . 2 INV:1007.4 INV:1006.3 INV:1 0 1 2 . 9INV:999.8INV:1000.8INV:992.5INV:981.2INV:990.0INV:982.5INV:982.5COInv-13.0Inv-11.0Inv-10.0Inv-08.0Inv-08.5Inv-08.5COInv-04.5COCOInv-05.0Inv-05.0Inv-07.0Inv-06.5Inv-03.5In v - 0 2 . 0STOPXXXXXXXX XXXXXXXXSTOPHaugo-Infil T1Haugo-Infil T2INV:990.0INV:992.5INV:1003.2INV : 1 0 0 5 . 3 INV:1006.2 In v - 0 1 . 0 CITYPARKCITYPARKEOFEOF EOFEOF12345123547869101121123544123567123345EOF EOF 2FILE NO.STREET PLANCITY PROJECT NO.SCALE IN FEET01005050100200I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT IAM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA._________________________________________________________ROBERT S. MOLSTAD, P.E.Date: _____________________ Lic. No. _________________EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES.USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OFINFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUTSATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUTSAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBYINDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY.SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATEUSER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTINGFROM ILLEGITMATE USE.DRAWING NAMEREVISIONSDATEBYNO.DRAWN BYCHECKED BYDATE07/08/20RSMERJSHEETS STREETS303120-079CHANHASSEN,MINNESOTA2020-12THE BLUFFS AT LAKE LUCYSRRGNNE ENIG EDESIENN SATHRE-BERGQUIST, INC.150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000SUSSYRS OER EVRPLA07/29/20MJV01LAYOUT REVISIONS08/27/20MJV02RPBCWD COMMENTS09/04/20MJV03CITY COMMENTS09/16/20MJV04CITY COMMENTSCHAN THREE DEVELOPMENT, INC.NORTHSTREET NOTES:1.ALL PUBLIC STREETS ARE 31' BB UNLESS OTHERWISE NOTED. CURBDIMENSIONS ARE BACK TO BACK.2.SEE DETAILS 5200 to 5244 FOR STREET DESIGN STANDARDS.3.ALL SIDEWALKS SHALL BE 6" THICK. CONSTRUCT ADA COMPLIANT PEDRAMP AT EACH CURB AND OR/ROAD INTERSECTION PER STANDARDDETAIL PLATE 5215-5215D.4.ALL STORM SEWER STRUCTURES SHALL BE EXPOSED DURING STRINGLINE OF CURB TO ENSURE PROPER FIT WITH CONCRETE RINGS.5.ALL WORK OUTSIDE PLATTED AREAS TO BE COORDINATED WITH CITYAND RESIDENCE. INCLUDES REMOVE AND DISPOSE OF EXISTING RUBYLANE AND LUCY RIDGE LANE, PRIOR TO CONSTRUCTION ACTIVITIESCOMMENCING.6.ALL SIGNS ASSOCIATE WITH DEVELOPMENT TO BE FURNISHED ANDINSTALLED BY CONTRACTOR IN COORDINATION WITH CITY REVIEW.SIGNS WITHIN COUNTY ROW (GALPIN BLVD) WILL REQUIRE COUNTYCOORDINATION.7.CLUSTER MAILBOXES SHALL BE INSTALLED AT THE THROAT OFCUL-DE-SACS. DELLA DRIVEGALPIN BLVD (CR 117)30' B lu ff Se tback BluffPond #1NWL-973.0HWL-976.85' WALK5' WALK5' WALK10' TRAILBuffer Reduction to 40 ft (14,760 sf)WBWBWBWBSawcut 80 lf - R&D andgrade out existing drivewayEX 20" WMEX 20" WM Wetland 1(Preserve)WBB618B618B618SURMSURMB618SURMSURMWBWBWBBM-FND IP:997.18New Driveway: 7.15% 3"Bit/6"Cl5 (2,555 sf)mnmtBM CPIP:988.96DELLA DRIVEGALPIN BLVD (CR 117)30' B lu ff Se tback BluffPond #1NWL-973.0HWL-976.85' WALK5' WALK5' WALK10' TRAILBuffer Reduction to 40 ft (14,760 sf)WBWBWBWBSawcut 80 lf - R&D andgrade out existing drivewayEX 20" WMEX 20" WM Wetland 1(Preserve)WBB618B618B618SURMSURMB618SURMSURMWBWBWBBM-FND IP:997.18New Driveway: 7.15% 3"Bit/6"Cl5 (2,555 sf)mnmtBM CPIP:988.960+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0014+31(1010.65)(995.80)(992.18)(986.92)(983.09)(982.04)(983.75)(986.94)(989.16)(991.37)(994.41)(997.50)(1000.59)(1003.69)(1006.78)(1009.82)(994.25)(989.59)(984.66)(982.22)(982.55)(985.38)(988.08)(990.23)(992.86)(995.95)(999.05)(1002.14)(1005.24)(1008.33)LP8584838281807953192021223029282725243735343332313839414340184223361007.41007.71008.01010.81008.01007.71007.4994.1994.11009.61009.526INV:995.3INV:995.3INV:986.8INV:986.8INV:984.2INV:984.2INV :981 .2 INV:977.4 INV:977.4 INV:999.8INV:1000.8INV:992.5INV:981 .2INV:990.0INV:982.5INV:982.5Inv-04.5COCOInv-05.0Inv-05.0Inv-07.0Inv-06.5Inv-03.5I n v - 0 2 . 0 2.4%2.4%2.4%2. 4 %2.4%2.4%STOPXXXXXXXX20A19AINV:990.0INV:992.5INV:1003.2INV : 1 0 0 5 . 3 I n v - 0 1 . 0 CITYPARKGF 986.5WOBF 980 .1 (979 .4 ) ( (978 .7 ) ) **TF988 .8X XGF 990.0WOBF 981.6(980.9)((980.4))X XTF 990.3GF 992.5WOBF 984.1(983.4)((982.9))X XTF 992.8GF 995.0WOBF 986.6(985.9)((985.4))X XTF 995.3GF 997.0WOBF 988.6(987.9)((987.4))X XTF 997.3GF 1000.5WOBF 992.1(991.4)((990.9))X XTF 1000.8GF 1003.0WOBF 994.6(993.9)((993.4))X XTF 1003.3GF 1006.5WOBF 998.1(997.4)((996.9))X XTF 1006.8GF 1010.0WOBF 1001.6(1000.9)((1000.4))X XTF 1010.3GF 1011.0WOBF 1002.6(1001.9)((1001.4))X XTF 1011.3G F 1 0 1 2 . 2 L O L O 1 0 0 6 . 8 (1 0 0 6 . 1 ) (( 1 0 0 5 . 6 ) ) X X T F 1 0 1 2 . 5 B F 1 0 0 3 . 8 GF 1012.5LOLO 1008.1(1007.4)((1006.9))X X*TF 1013.8BF 1005.1GF 1008.5FBBF 1001.1(1008.8)((1008.3))X X*TF 1009.8GF 1006.5FBBF 999.1(1006.8)((1006.3))X X*TF 1007.8GF 990 .0WOBF 981.6 (980 .9)((980.4 ))X XTF 990.3 8.4% 10.1% 8.0% 7.4%7.2%5.2% 7.0% 7.9% 5.1% 6.5% 2.8% 6.5% 8.5% 7.6%7.8%GF 1011.5FBBF 1004.1(1011.8)((1011.3))X X*TF 1012.80+001+00(1010.90)(1006.65)(1008.78)(1004.52)1011.2 1022.1 1019.4 1020.6 101 5 . 1 1003.51010.8101 0 . 0 1007.5 1004.6 993.5985.3982.7964.6963.5965.5 966.6 968.2 970.5 974.3 977.4 991.7 985.6 1002.11003.11011.11010.11008.6 1005.6 1002.9 1000.1 997.3 994.5 991.5 988.9985.99.1%123451235478691011210+001+001+46(1002.50)(992.10)(999.25)(995.67)96097098099010001010102010309609709809901000101010201030-0+500+00995.6995.80994.7995.060+50994.1994.25994.2993.291+00993.7992.18992.2990.931+50989.4989.59983.9988.252+00979.1986.92975.9985.702+50974.1984.66974.6983.793+00975.4983.09976.9982.573+50979.6982.22982.1982.044+00984.9982.04987.9982.214+50988.8982.55988.6983.07 5+00986.1 983.75 983.8 984.56 5+50984.3 985.38 985.3 986.19 6+00987.7 986.94 989.8 987.54 6+50991.9 988.08 994.6 988.62 7+00998.9 989.16 1003.1 989.70 7+501007.2 990.23 1009.9 990.77 8+001010.8 991.37 1011.1 992.09 8+501011.3 992.86 1011.4 993.63 9+001010.4 994.41 1009.3 995.18 9+501008.2 995.95 1007.2 996.73 10+001005.9 997.50 1003.9 998.27 10+501001.7 999.05 999.2 999.82 11+00996.7 1000.59 995.1 1001.37 11+50994.7 1002.14 994.4 1002.92 12+00996.0 1003.69 997.9 1004.46 12+50999.7 1005.24 1001.6 1006.01 13+001003.4 1006.78 1004.2 1007.56 13+501005.1 1008.33 1006.1 1009.10 14+001007.2 1009.82 1007.6 1010.48 14+5015+00-5.36%-2.96%2.67%3.25%2.16%3.09%PVIS: 0+00.00PVIE: 995.80 PVIS: 13+85.42 PVIE: 1009.43 PVIS: 14+31.42 PVIE: 1010.65LVC:102.96'HIGH PT STA: 0+24.64HIGH PT ELEV: 995.07PVI STA:0+76.12PVI ELEV:993.55K:42.86BVCS: 0+24.64BVCE: 995.07EVCS: 1+27.60EVCE: 990.79 LVC:46.87'HIGH PT STA: 6+23.44HIGH PT ELEV: 987.51PVI STA:6+00.00PVI ELEV:987.00K:42.86BVCS: 5+76.56 BVCE: 986.24 EVCS: 6+23.44 EVCE: 987.51LVC:311.01'LOW PT STA: 3+88.08LOW PT ELEV: 982.02PVI STA:3+50.00PVI ELEV:978.88K:36.13BVCS: 1+94.50BVCE: 987.21 EVCS: 5+05.50 EVCE: 983.93 LVC:47.99'LOW PT STA: 7+76.01LOW PT ELEV: 990.80PVI STA:8+00.00PVI ELEV:991.31K:51.17BVCS: 7+76.01 BVCE: 990.80 EVCS: 8+23.99 EVCE: 992.05FG FGEGEGCL-CL GALPIN BLVDSTA: 00+00.00BEGIN C&GSTA: 00+40.80 CENTER CDS STA: 13+84.30 3FILE NO.STREET PLANCITY PROJECT NO.SCALE IN FEET050252550100I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT IAM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA._________________________________________________________ROBERT S. MOLSTAD, P.E.Date: _____________________ Lic. No. _________________EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACTLOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FORANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES.USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OFINFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUTSATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUTSAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBYINDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY.SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATEUSER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTINGFROM ILLEGITMATE USE.DRAWING NAMEREVISIONSDATEBYNO.DRAWN BYCHECKED BYDATE07/08/20RSMERJSHEETS STREETS303120-079CHANHASSEN,MINNESOTA2020-12THE BLUFFS AT LAKE LUCYSRRGNNE ENIG EDESIENN SATHRE-BERGQUIST, INC.150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000SUSSYRS OER EVRPLA07/29/20MJV01LAYOUT REVISIONS08/27/20MJV02RPBCWD COMMENTS09/04/20MJV03CITY COMMENTS09/16/20MJV04CITY COMMENTSCHAN THREE DEVELOPMENT, INC.NORTHDELLA DRIVE LUCY RIDGE LANETOPAZ DRIVERUBY LANE 30' Bl u f f S e t b a c k 5' WALK10' TRAIL R&D 475 lf curb, 175 lf of walk,8,500 sf of pavement and streetR&D 1,265 sf of pavement andstreet section.Restore Yards: irrigation, sod,and all other privately ownedunderground improvements.SURMB618SURMB618 SURM SU R M SURMCHANGE CASTING TO R4342NEED ASSESSMENT IFADDITIONAL REPAIRSARE REQUIREDBM-TNH:1023.19BM-TNH:1018.72BM-TNH:1014.40BM-TNH:1030.0mnmtLUCY RIDGE LANETOPAZ DRIVERUBY LANE 30' Bl u f f S e t b a c k 5' WALK10' TRAIL R&D 475 lf curb, 175 lf of walk,8,500 sf of pavement and streetR&D 1,265 sf of pavement andstreet section.Restore Yards: irrigation, sod,and all other privately ownedunderground improvements.SURMB618SURMB618 SURM SU R M SURMCHANGE CASTING TO R4342NEED ASSESSMENT IFADDITIONAL REPAIRSARE REQUIREDBM-TNH:1023.19BM-TNH:1018.72BM-TNH:1014.40BM-TNH:1030.0mnmt0 +00 1+00 2 +00 3+00 3+52(1017.47) (1009.59) (1011.83) (1014.06)(1016.30) (1010.71) (1012.94)(1015.18)(1017.41)0+001+002+003+004+005+005+33(1007.58)(1009.67)(1011.68)(1011.30)(1010.55)(1009.47)(1008.05)(1010.86)(1011.67)(1010.92)(1010.17)(1008.76)HP060510-12107EX-MH10TC-1010.64Inv-993.83Bld - 16.8145789111213141010.71010.11009.61007.61008.71008.81009.01009.11008.71008.11010.8 1010.71010.61010.41010.2610INV:1010.3INV:1010.3INV:1006.8 INV:1005.6 INV:1005.6INV:1006.2INV:1005.9INV:1003 . 1 INV:1 0 0 4 . 2 INV:1007.4 INV:1006.3 INV:1012.9 COInv-13.0Inv-11.0Inv-10.0Inv-08.0Inv-08.5Inv-08.5COCOInv-07.0Inv-06.513A1015.01015.21015.41015.41015.11014.81016.41017.51017.21016.32.1%2.1%1.8%1.8%1.8%2.1%1.7%1.7%1. 7%1.0%1.0% 1.0% 1.2 %1.2%XXXXXXXXSTOP4AINV:1006.2CITYPARK((1008.3))X XGF 1018.0SWOBF 1009.6(1008.9)((1008.4)) XTF 1018.3GF 1017.0WOBF 1008.6(1007.9)((1007.4))X XTF 1017.3GF 1012.2 LO LO 1006.8 (1006.1)((1005.6))X X TF 1012.5 BF 1003.8 GF 1009.8WOBF 1001.4(1000.7)((1000.2))X XTF 1010.1GF 1009.8WOBF 1001.4(1000.7)X XTF 1010.1GF 101 0 . 5 WO BF 100 2 . 1 (1001.4) ((1000. 9 ) ) X X TF 101 0 . 8 GF 1011.7 WO BF 1003.3 (1002.6) ((1002.1)) X X TF 1012.0 GF 1013.5 WO BF 1005.1 (1004.4) ((1003.9)) X X TF 1013.8 GF 1014.0 WO BF 1005.6 (1004.9) ((1004.4)) X X TF 1014.3 GF 1014.2 WO BF 1006.8 (1006.1) ((1005.6)) X X *TF 1015.5 GF 1013.5 FB BF 1005.1 (1012.8) ((1012.3))X X TF 1013.8GF 1014.5FBBF 1006.1(1013.8)((1013.3))X XTF 1014.8GF 1016.5FBBF 1008.1(1015.8)((1015.3))X XTF 1016.8GF 1017.5FBBF 1009.1(1016.8)((1016.3))X XTF 1017.8GF 1018.5FBBF 1010.1(1017.8)((1017.3))X XTF 1018.88.0%4 . 5%5.7%6.8%6.7%11.0%10.2%8.2% 8.0%(1011.8)((1011.3))X X4+005+006+006+02(1008.60)(1000.30)(1004.05)(1008.64)(1001.78)(1006.72)(999.69)1011.71012.01011.01010.21008.91008.31007.9 998.8 1008.71008.91001.5 1014.5999.9 1006.0 1011.2 1016.11016.3 1016.21017.11015.0 1013.0 1010.7 1011.61010.3 1018.51011.71020.11022.81026.11020.61015.1T1STA=3+59.44ELEV=999.69T2EOFEOF34 123544123571233451017.63.0%1.5%2.6%-1.1%1014.9EOF 7.7%9.0%99010001010102010309901000101010201030-0+500+001009.7 1009.67 1010.4 1010.26 0+501010.8 1010.86 1011.8 1011.37 1+001010.5 1011.68 1010.4 1011.78 1+501012.0 1011.67 1012.5 1011.49 2+001012.6 1011.30 1013.0 1011.11 2+501013.4 1010.92 1012.9 1010.74 3+001012.5 1010.55 1011.8 1010.36 3+501011.9 1010.17 1011.7 1009.82 4+001010.9 1009.47 1009.5 1009.11 4+501007.3 1008.76 1004.4 1008.40 5+001002.3 1008.05 1001.9 1007.69 5+506+00-0.75%-1.42%2.38%PVIS: 0+00.00 PVIE: 1009.67 PVIS: 3+50.00 PVIE: 1010.17 PVIS: 5+33.20 PVIE: 1007.58 LVC:93.90'LOW PT STA: ???LOW PT ELEV: ???PVI STA:1+00.00PVI ELEV:1012.05K:30.00BVCS: 0+53.05 BVCE: 1010.93 EVCS: 1+46.95 EVCE: 1011.70 FGFGEGEGBEGIN C&G STA: 00+47.50 CENTER CDS STA: 04+87.20 CL-CL TOPAZ DRIVE STA: 03+90.701000101010201030104010001010102010301040-0+500+001011.2 1009.59 1010.2 1010.150+501008.9 1010.71 1007.7 1011.271+001006.9 1011.83 1006.7 1012.381+501006.2 1012.94 1005.1 1013.502+001004.0 1014.06 1003.9 1014.622+501004.6 1015.18 1005.8 1015.743+001007.4 1016.30 1009.41016.863+501011.11017.414+004+502.24%PVIS: 0+00.00 PVIE: 1009.59 PVIS: 3+52.30PVIE: 1017.47 FGEGCL-CL RUBY LANE STA:00+00.00 BEGIN C&G STA: 01+31.00 4FILE NO.STREET PLANCITY PROJECT NO.SCALE IN FEET050252550100I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT IAM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA._________________________________________________________ROBERT S. MOLSTAD, P.E.Date: _____________________ Lic. No. _________________EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THECONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTINGUTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANYAND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANYAND ALL EXISTING UTILITIES.USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OFINFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUTSATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUTSAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBYINDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY.SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATEUSER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTINGFROM ILLEGITMATE USE.DRAWING NAMEREVISIONSDATEBYNO.DRAWN BYCHECKED BYDATE07/08/20RSMERJSHEETS STREETS303120-079CHANHASSEN,MINNESOTA2020-12THE BLUFFS AT LAKE LUCYSRRGNNE ENIG EDESIENN SATHRE-BERGQUIST, INC.150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000SUSSYRS OER EVRPLA07/29/20MJV01LAYOUT REVISIONS08/27/20MJV02RPBCWD COMMENTS09/04/20MJV03CITY COMMENTS09/16/20MJV04CITY COMMENTSCHAN THREE DEVELOPMENT, INC.NORTHTOPAZ DRIVELUCY RIDGE LANE