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04 Galpin SS 091620LUCY RIDGE LANETOPAZ DRIVEDELLA DRIVEGALPIN BLVD (CR 117) RUBY LANE Pond #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 luff Se tback BluffPond #1NWL-973.0HWL-976.85' WALK5' WALK5' WALK5' WALK10' TRAIL10' TRAIL10' TRAIL10' TRA IL Fu t u r e 1 0 ' T r a i l Buffer Reduction to 40 ft (14,760 sf)Buf fer Increase to 100 f t (15 ,260 s f)WBWBWBWBEX 20" WMEX 20" WMWetland 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)B618B618B618SURM SURMB618SURMSURMB618SURMSURMB618 SURM SU R M SURMWBWBWBBM-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 Pond #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 luff Se tback BluffPond #1NWL-973.0HWL-976.85' WALK5' WALK5' WALK5' WALK10' TRAIL10' TRAIL10' TRAIL10' TRA IL Fu t u r e 1 0 ' T r a i l Buffer Reduction to 40 ft (14,760 sf)Buf fer Increase to 100 f t (15 ,260 s f)WBWBWBWBEX 20" WMEX 20" WMWetland 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)B618B618B618SURM SURMB618SURMSURMB618SURMSURMB618 SURM SU R M SURMWBWBWBBM-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:988.96INV:995.3INV:995.3INV:986.8INV:986.8INV:984.2INV:984.2INV:981.2INV:977.4 INV: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 . 0STOP STOPHaugo-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 AABBSTRUCTURE TABLESTRUCTURE NAME2344A567891011121313A141919A2020A21222324252728293031323334353637383941TYPECBMHCBMHCBMHCBCBMHCBMHCBMHCBMHCBCBMHCBCBMHCBCBCBCBMHCBCBMHCBCBMHCBMHCBMHCBMHCBMHCBMHCBMHCBMHCBCBMHCBMHCBMHCBMHCBMHCBMHCBCBCBSTMHDIAMETERRIM976.5995.01007.11007.21009.91010.21009.61010.81010.0996.0999.01014.31014.31014.01009.6981.4981.5981.4981.5979.0978.0978.5979.0981.0986.0995.0997.01000.0985.2988.2990.8999.3999.31006.11004.0988.2990.8980.1BUILD12.3'9.0'8.7'4.3'5.3'5.4'4.6'4.7'3.5'4.3'4.3'4.9'4.3'4.0'4.3'12.3'4.3'8.2'4.3'5.6'4.2'4.1'4.3'4.3'4.3'4.3'4.3'4.3'4.3'4.6'4.6'4.6'4.3'6.6'4.3'4.3'4.3'14.1'INV964.2986.0998.41002.91004.61004.81005.01006.11006.5991.7994.71009.41010.01010.01005.3969.1977.2973.2977.2973.4973.8974.4974.7976.7981.7990.7992.7995.7980.9983.6986.2994.7995.0999.5999.7983.9986.5966.0CASTINGNOTESOUTLET STRUCTURE TABLEStructure Name1643TYPEOCSOCSINV960.50970.50DETAILSEE STRUCTURE DETAILSEE STRUCTURE DETAILFES TABLEStructure Name115184042TYPEFESFESFESFESFESSIZE (IN.)3018302712INV964.0959.8973.0963.5967.7C.Y. RIP RAP CL. 312101714948.0"48.0"48.0"48.0"48.0"48.0"48.0"27.0"48.0"27.0"2'x3'48.0"48.0"48.0"48.0"48.0"48.0"48.0"48.0"48.0"48.0"48.0"48.0"48.0"27.0"60.0"27.0"48.0"2'x3'2'x3'48.0"2'x3'48.0"48.0"R-3067-VB4' SUMP4' SUMPR-3067-VR-3067-VR-3067-VR-3067-VR-3067-VR-3067-VR-3067-VR-3067-VBR-4342R-4342R-4342R-4342R-4342R-3067-VBR-3067-VR-3067-VR-3067-VR-3067-VR-3067-VR-4342R-4342R-4342R-4342R-4342R-4342R-4342R-4342R-4342R-4342R-4342R-3067-VR-3067-VR-164227.0"R-43422'x3'R-3067-V2'x3'R-3067-V2'x3'R-3067-VNOTE:NOTE:OUTLET STRUCTURES MUST MEET STANDARD DETAIL #3109A.POND 1 X-SECTION96097098099010009609709809901000-0+500+001+002+00EGFGHWL - 976.2NWL - 973.0Start 1:10Bench-972.0Bottom -963.0POND #1SECTION A-AINF. BASIN & POND 2 X-SECTION950960970980990950960970980990-1+000+001+002+003+004+005+00EGFGFGHWL - 967.2NWL - 964.0INFILTRATION BASIN #2POND #2Bottom -962.0Bottom -958.0SECTION B-BStart 1:10Bench-963.0Rip Rap OverflowBerm Top - 964.58FILE NO.STORM SEWER 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. 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 UTILITIES303120-0792020-12CHANHASSEN,MINNESOTATHE 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.NORTHCABLE CONCRETETYPICAL EOF DETAILx TOP OF ROCK xCONSTRUCTION NOTES:1.ALL STORM SEWER STRUCTURES ALONG CURB LINE SHALLHAVE APPROPRIATE B618 CURB TRANSITIONS, UNLESS NOTEDOTHERWISE.2.ALL FES INLET AND OUTLETS SHALL BE MARKED WITHWITNESS POSTS TO BE FURNISHED BY THE CITY.3.ALL JOINTS SHALL BE TIED ON RCP PIPES WITH GRADESGREATER THAN 5%. LUCY RIDGE LANETOPAZ DRIVEPond #2NWL-964.0HWL-967.2Infiltration Basin #2NWL-964.0HWL-967.2(21" Sand/3" Compost B962.0)Bluff Bluff 30' Bl u f f S e t b a c k 30' Bluff Setback 5' WALK10' TRAIL10' TRAIL10' TRAIL10' TRAILFuture 10' TrailWetland 1Buffer Increase to 100 ft (15,260 sf)Wetland 1(Preserve)(30' Rip Rap Overflow)(50'x10'x1.5')(Bottom-964.0)SURMB618SURMB618 SURMSURM SURMBM-TNH:1018.72BM-TNH:1014.40mnmtLUCY RIDGE LANETOPAZ DRIVEPond #2NWL-964.0HWL-967.2Infiltration Basin #2NWL-964.0HWL-967.2(21" Sand/3" Compost B962.0)Bluff Bluff 30' Bl u f f S e t b a c k 30' Bluff Setback 5' WALK10' TRAIL10' TRAIL10' TRAIL10' TRAILFuture 10' TrailWetland 1Buffer Increase to 100 ft (15,260 sf)Wetland 1(Preserve)(30' Rip Rap Overflow)(50'x10'x1.5')(Bottom-964.0)SURMB618SURMB618 SURMSURM SURMBM-TNH:1018.72BM-TNH:1014.40mnmt0 +001+002+00 3+00 3+52(1017.47)(1009.59)(1011.83)(1014.06)(1016.30)(1010.71)(1012.94)(1015.18)(1017.41)1+002+003+004+005+005+33(1007.58)(1011.68)(1011.30)(1010.55)(1009.47)(1008.05)(1011.67)(1010.92)(1010.17)(1008.76)HP06050723457891112131416151610INV:1010.3INV:1010.3INV:1006.8INV:1005.6INV:1005.6INV:1006.2INV:1005.9INV:1003.1 INV:1004.2 INV:1007.4INV:1012.9 COInv-13.0Inv-11.0Inv-10.0Inv-08.0Inv-08.5Inv-08.5CO13ASTOPHaugo-Infil T1Haugo-Infil T24AINV:1006.2CITYPARK404241GF 1018.0SWOBF 1009.6(1008.9)((1008.4)) XTF 1018.3GF 1017.0WOBF 1008.6(1007.9)((1007.4))X XTF 1017.3GF 1012.2LOLO 1006.8(1006.1)((1005.6))X XTF 1012.5BF 1003.8GF 1009.8WOBF 1001.4(1000.7)((1000.2))X XTF 1010.1GF 1009.8WOBF 1001.4(1000.7)((1000.2))X XTF 1010.1GF 1010.5WOBF 1002.1(1001.4)((1000.9))X XTF 1010.8 GF 1011.7WOBF 1003.3(1002.6)((1002.1))X XTF 1012.0 GF 1013.5WOBF 1005.1(1004.4) ((1003.9)) X XTF 1013.8 GF 1014.0WOBF 1005.6(1004.9) ((1004.4)) X X TF 1014.3 GF 1014.2WOBF 1006.8(1006.1) ((1005.6)) X X *TF 1015.5GF 1013.5FBBF 1005.1(1012.8)((1012.3))X XTF 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%2+003+004+005+006+006+02(1008.60)(1002.40)(999.75)(1000.30)(1004.05)(1008.64)(1004.52)(1000.68)(999.62)(1001.78)(1006.72)0+001+002+003 +004+005+006+006+07(962.81)(999.69)(992.89)(985.89)(978.89)(971.89)(966.62)(963.07)(996.39)(989.39)(982.39)(975.39)(968.82)(964.84)1011.71012.01005.91008.81010.31011.01007.81010.21008.91003.8991.51008.31007.9986.8 998.8 1008.71008.91001.5 1014.5999.9 1006.0 1011.2 1016.11016.3 1016.21017.11015.01013.01010.7 1011.61010.3 1018.51011.71020.11022.81026.11003.51003.1T1STA=3+59.44ELEV=999.69T2STA=0+00ELEV=999.69EOFEOF EOF1235441235671233451017.63.0%1.5%2.6%-1.1%1014.9EOF BB7.7%9.0%9503+004+005+006+007+008+00980990100010101020980990100010101020-1+000+001+0015" INV: 1005.30 CB 14TC: 1009.6BLD: 4.3'DIA: 2'x3'29.3'-15"RCPCL.5 @ 1.03%15" INV: 1005.30 15" INV: 1005.00 15" INV: 1005.00 CBMH 7TC: 1009.6BLD: 4.6'DIA: 48.0"FGEG8"SANT-996.58"WMT-1002.499010001010102010309901000101010201030-1+000+001+002+003+0015" INV: 1004.60 15" INV: 1006.30 15" INV: 1004.60 CBMH 5TC: 1009.9BLD: 5.3'DIA: 48.0"197.1'-15"RCPCL.5 @ 1.57%15" INV: 1009.70 15" INV: 1009.40 15" INV: 1009.40 CBMH 12TC: 1014.3BLD: 4.9'DIA: 48.0"29.3'-15"RCPCL.5 @ 1.03%15" INV: 1010.00 CB 13TC: 1014.3BLD: 4.3'DIA: 2'x3'EGFG8"WMT-1007.08"SANT-1003.19709809901000101097098099010001010-1+000+001+002+003+004+0015" INV: 994.70 CB 11TC: 999.0BLD: 4.3'DIA: 27.0"136.8'-15" N-12 HDPE@ 2.19%CBMH 3TC: 995.0BLD: 9.0'DIA: 48.0"CBMH 3TC: 995.0BLD: 9.0'DIA: 48.0"18" INV: 990.70 15" INV: 991.00 18" INV: 986.00 FGEGCBMH 10TC: 996.0BLD: 4.3'DIA: 48.0"15" INV: 991.70 15" INV: 991.70 196.8'-15" N-12 HDPE@ 0.36%940950960970980940950960970980-1+000+001+002+0026.6'-15"RCPCL.5 @ 0.00%15" INV: 961.50 18" INV: 960.50 OCS 16TC: 967.0BLD: 7.5'DIA: 48.0"74.6'-18"RCPCL.5 @ 0.94%18" INV: 959.80 FES 1518" APRON10 CY CL.3RIP-RAPEGFGOUTLET STRUCTURE - POND 218"-RCP-960.515" RCP 961.54.0' SUMP0.50'TOP BACK 967.75HWL- 967.20.50'18" RCPOUTLET15"-RCPINLET4.0'TOP FRONT 967.00.75'BOTTOM-959.5SAND INF.BASIN & NWL- 964.0NWL-964.0TOP WEIR- 966.0TOP WEIR- 966.0SLOT INV - 965.56" SLOTNOTE:WEIR WALL TO BE POURED IN PLACEPER STANDARD DETAIL PLATE #3109A99010001010102010309901000101010201030-0+500+001+002+00156.4'-15"RCPCL.5 @ 0.38%CB 13ATC: 1014.0BLD: 4.0'DIA: 27.0"CBMH 12TC: 1014.3BLD: 4.9'DIA: 48.0"15" INV: 1009.70 15" INV: 1009.40 15" INV: 1009.40 15" INV: 1010.00 EGFG95096097098099010001010102010309509609709809901000101010201030-0+500+001+002+003+004+005+006+007+008+0082.9'-30"RCPCL.5 @ 0.24%18" INV: 971.00 30" INV: 964.20 CBMH 2TC: 976.5BLD: 12.3'DIA: 48.0"FES 124" APRON12 CY CL.3RIP-RAP30" INV: 964.00 40.8'-18"RCPCL.5 @ 12.51%18" INV: 990.70 15" INV: 991.00 18" INV: 986.00 CBMH 3TC: 995.0BLD: 9.0'DIA: 48.0"142.2'-18"RCPCL.5 @ 8.23%15" INV: 1002.80 15" INV: 1002.70 18" INV: 1002.40 CBMH 4TC: 1007.1BLD: 8.7'DIA: 48.0"4' SUMP124.9'-15"RCPCL.5 @ 1.44%CBMH 5TC: 1009.9BLD: 5.3'DIA: 48.0"33.0'-15"RCPCL.5 @ 0.61%CBMH 7TC: 1009.6BLD: 4.6'DIA: 48.0"155.9'-15"RCPCL.5 @ 0.51%CBMH 8TC: 1010.8BLD: 4.7'DIA: 48.0"116.7'-15"RCPCL.5 @ 0.34%15" INV: 1006.50 CB 9TC: 1010.0BLD: 3.5'DIA: 27.0"15" INV: 1006.10 15" INV: 1006.10 15" INV: 1005.30 15" INV: 1005.00 15" INV: 1005.00 15" INV: 1004.60 15" INV: 1006.30 15" INV: 1004.60 FGEGFGEG36.5'-15"RCPCL.5 @ 0.55%CBMH 6TC: 1010.2BLD: 5.4'DIA: 48.0"15" INV: 1004.80 15" INV: 1004.80 8"WMT-1002.78"SANT-997.9TIE ALL RCP PIPEJOINTS FROMCBMH 2 TO CBMH 40TIE ALL RCP PIPEJOINTS FROMCBMH 3 TO CBMH 452.1'-18"RCPCL.5 @ 6.33%CBMH 40TC: 985.4BLD: 11.1'DIA: 48.0"18" INV: 980.90 15" INV: 980.50 18" INV: 974.30 TIE ALL RCP PIPEJOINTS FROMCBMH 40 TO CBMH 39509609709808+00980990100010101020980990100010101020-0+500+000+507.9'-15"RCPCL.5 @ 2.52%CBMH 4TC: 1007.1BLD: 8.7'DIA: 48.0"CB 4ATC: 1007.2BLD: 4.3'DIA: 2'x3'15" INV: 1002.80 15" INV: 1002.70 18" INV: 1002.40 15" INV: 1002.90 EGFG9FILE NO.STORM SEWER 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. _________________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 UTILITIES303120-0792020-12CHANHASSEN,MINNESOTATHE 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.NORTH DELLA DRIVEGALPIN BLVD (CR 117)30' B luff SetbackBluffPond #1NWL-973.0HWL-976.85' WALK5' WALK5' WALK10' TRAILBuffer Reduction to 40 ft (14,760 sf)WBWBWBWBEX 20" WM Wetland 1(Preserve)WBB618B618B618SURMSURMB618SURMSURMWBWBWBBM-FND IP:997.18New Driveway: 7.15% 3"Bit/6"Cl5 (2,555 sf)mnmtDELLA DRIVEGALPIN BLVD (CR 117)30' B luff SetbackBluffPond #1NWL-973.0HWL-976.85' WALK5' WALK5' WALK10' TRAILBuffer Reduction to 40 ft (14,760 sf)WBWBWBWBEX 20" WM Wetland 1(Preserve)WBB618B618B618SURMSURMB618SURMSURMWBWBWBBM-FND IP:997.18New Driveway: 7.15% 3"Bit/6"Cl5 (2,555 sf)mnmt0+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)LP85848382818079531920212230292827252437353433323138394143401842233626INV: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 . 0STOP20A19AINV: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 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%EOF12345123547869101121EOF AA0+001+00(992.10)(999.25)(995.67)9509609709809901000101010200+001+002+003+004+005+006+007+008+009+0010+0011+0012+0077.9'-15" N-12 HDPE@ 0.77%CBMH 23TC: 978.5BLD: 4.1'DIA: 48.0"58.8'-30"RCPCL.4 @ 0.17%CBMH 19TC: 981.4BLD: 12.3'DIA: 48.0"4' SUMP29.5'-27"RCPCL.5 @ 0.34%CBMH 20TC: 981.4BLD: 8.2'DIA: 48.0"55.6'-15"RCPCL.5 @ 0.36%CBMH 21TC: 979.0BLD: 5.6'DIA: 48.0"97.7'-15" N-12 HDPE@ 0.41%CBMH 22TC: 978.0BLD: 4.2'DIA: 48.0"81.1'-15" N-12 HDPE@ 0.37%CBMH 24TC: 979.0BLD: 4.3'DIA: 48.0"80.7'-15" N-12 HDPE@ 2.48%CBMH 25TC: 981.0BLD: 4.3'DIA: 48.0"90.1'-15" N-12 HDPE@ 3.33%CBMH 27TC: 986.0BLD: 4.3'DIA: 48.0"270.8'-15" N-12 HDPE@ 3.32%CBMH 28TC: 995.0BLD: 4.3'DIA: 48.0"90.5'-15" N-12 HDPE@ 2.21%CBMH 29TC: 997.0BLD: 4.3'DIA: 48.0"136.7'-15" N-12 HDPE@ 2.20%CB 30TC: 1000.0BLD: 4.3'DIA: 27.0"FES 1830" APRON17 CY CL.3RIP-RAP30" INV: 973.0027" INV: 973.1015" INV: 977.1030" INV: 973.1015" INV: 977.1015" INV: 973.2015" INV: 977.1027" INV: 973.2015" INV: 973.4015" INV: 973.40 15" INV: 973.80 15" INV: 973.80 15" INV: 974.40 15" INV: 974.40 15" INV: 974.70 15" INV: 974.70 15" INV: 976.70 15" INV: 976.70 15" INV: 981.70 15" INV: 981.70 15" INV: 990.70 15" INV: 990.70 15" INV: 992.70 15" INV: 992.70 15" INV: 995.70EGEG FGFGCBMH 26TC: 983.0BLD: 4.3'DIA: 48.0"15" INV: 978.70 15" INV: 978.70 85.4'-15" N-12 HDPE@ 2.34%8"SANT-971.18"WMT-971.1INSULATE95096097098099010009509609709809901000-0+500+000+508.0'-15"RCPCL.5 @ 1.25%CBMH 19TC: 981.4BLD: 12.3'DIA: 48.0"CB 19ATC: 981.5BLD: 4.3'DIA: 2'x'327" INV: 973.1015" INV: 977.1030" INV: 973.1015" INV: 977.20 FGEG96097098099010009609709809901000-0+500+000+50EGFGCB 20ATC: 981.5BLD: 4.3'DIA: 2'x3'CBMH 20TC: 981.4BLD: 8.2'DIA: 48.0"8.0'-15"RCPCL.5 @ 1.25%15" INV: 977.1015" INV: 973.2015" INV: 977.1027" INV: 973.2015" INV: 977.20950960970 980990100010101020-1+0010FILE NO.CITY 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. _________________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 UTILITIES303120-0792020-12CHANHASSEN,MINNESOTATHE 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.NORTHSTORM SEWER PLAN DELLA DRIVEGALPIN BLVD (CR 117)30' B luff SetbackBluffPond #1NWL-973.0HWL-976.85' WALK5' WALK5' WALK10' TRAILBuffer Reduction to 40 ft (14,760 sf)WBWBWBWBEX 20" WM Wetland 1(Preserve)WBB618B618B618SURMSURMB618SURMSURMWBWBWBBM-FND IP:997.18New Driveway: 7.15% 3"Bit/6"Cl5 (2,555 sf)mnmtDELLA DRIVEGALPIN BLVD (CR 117)30' B luff SetbackBluffPond #1NWL-973.0HWL-976.85' WALK5' WALK5' WALK10' TRAILBuffer Reduction to 40 ft (14,760 sf)WBWBWBWBEX 20" WM Wetland 1(Preserve)WBB618B618B618SURMSURMB618SURMSURMWBWBWBBM-FND IP:997.18New Driveway: 7.15% 3"Bit/6"Cl5 (2,555 sf)mnmt0+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)LP85848382818079531920212230292827252437353433323138394143401842233626INV: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 . 0STOP20A19AINV: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 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%EOF12345123547869101121EOF AA0+001+00(992.10)(999.25)(995.67)960970980990100010101020960970980990100010101020-1+000+001+002+003+004+005+006+007+008+009+00CBMH 20TC: 981.4BLD: 8.2'DIA: 48.0"173.2'-15"RCPCL.5 @ 2.19%CBMH 31TC: 985.2BLD: 4.3'DIA: 48.0"114.0'-15"RCPCL.5 @ 2.37%CBMH 32TC: 988.2BLD: 4.6'DIA: 48.0"113.6'-15"RCPCL.5 @ 2.29%CBMH 33TC: 990.8BLD: 4.6'DIA: 48.0"274.9'-15"RCPCL.5 @ 3.09%CBMH 34TC: 999.3BLD: 4.6'DIA: 48.0"29.3'-15"RCPCL.5 @ 1.03%CBMH 35TC: 999.3BLD: 4.3'DIA: 48.0"79.8'-15"RCPCL.5 @ 5.64%CBMH 36TC: 1006.1BLD: 6.6'DIA: 48.0"53.4'-15" N-12 HDPE@ 0.37%CB 37TC: 1004.0BLD: 4.3'DIA: 27.0"15" INV: 977.1015" INV: 973.2015" INV: 977.1027" INV: 973.2015" INV: 980.9015" INV: 980.9015" INV: 983.6015" INV: 983.6015" INV: 983.6015" INV: 986.2015" INV: 986.2015" INV: 986.20 15" INV: 994.70 15" INV: 994.70 15" INV: 995.00 15" INV: 995.00 15" INV: 999.50 15" INV: 999.50 15" INV: 999.70 EGFGFGEG8"WMT-992.28"SANT-988.096097098099010009609709809901000-1+000+001+00CB 38TC: 988.2BLD: 4.3'DIA: 2'x3'29.3'-15"RCPCL.5 @ 1.03%CBMH 32TC: 988.2BLD: 4.6'DIA: 48.0"15" INV: 983.60 15" INV: 983.60 15" INV: 983.60 15" INV: 983.90 EGFG8"SANT-976.88" WMT-981.0960970980990100010101020960970980990100010101020-1+000+001+00CBMH 33TC: 990.8BLD: 4.6'DIA: 48.0"29.3'-15"RCPCL.5 @ 1.03%CB 39TC: 990.8BLD: 4.3'DIA: 2'x3'15" INV: 986.20 15" INV: 986.20 15" INV: 986.20 15" INV: 986.50 FGEG8"SANT-979.78"WMT-983.611FILE NO.CITY 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. _________________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 UTILITIES303120-0792020-12CHANHASSEN,MINNESOTATHE 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.NORTHSTORM SEWER PLAN DELLA DRIVEGALPIN BLVD (CR 117)30' B luff SetbackBluffPond #1NWL-973.0HWL-976.85' WALK5' WALK5' WALK10' TRAILBuffer Reduction to 40 ft (14,760 sf)WBWBWBWBEX 20" WM Wetland 1(Preserve)WBB618B618B618SURMSURMB618SURMSURMWBWBWBBM-FND IP:997.18New Driveway: 7.15% 3"Bit/6"Cl5 (2,555 sf)mnmtDELLA DRIVEGALPIN BLVD (CR 117)30' B luff SetbackBluffPond #1NWL-973.0HWL-976.85' WALK5' WALK5' WALK10' TRAILBuffer Reduction to 40 ft (14,760 sf)WBWBWBWBEX 20" WM Wetland 1(Preserve)WBB618B618B618SURMSURMB618SURMSURMWBWBWBBM-FND IP:997.18New Driveway: 7.15% 3"Bit/6"Cl5 (2,555 sf)mnmt0+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)LP85848382818079531920212230292827252437353433323138394143401842233626INV: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 . 0STOP20A19AINV: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 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%EOF12345123547869101121EOF AA0+001+00(992.10)(999.25)(995.67)950960970980990950960970980990-1+000+001+002+003+004+005+00FES 4218" APRON W/TRASH GUARD10 CY CL.3RIP-RAPFES 4027" APRON14 CY CL.3RIP-RAP382.2'-27"RCPCL.4 @ 0.65%STMH 41TC: 980.1BLD: 14.1'DIA: 60.0"67.8'-12"RCPCL.5 @ 1.03%12" INV: 967.70 12" INV: 967.00 27" INV: 969.50 27" INV: 966.00 27" INV: 963.50 EGFG8"SANBOT-969.2INSULATE8"WMT-978.4950960970980990950960970980990-1+000+001+0014.5'-27"RCPCL.4 @ 6.90%OCS 43TC: 976.1BLD: 6.6'DIA: 48.0"23.9'-18"RCPCL.5 @ -10.44%STMH 41TC: 980.1BLD: 14.1'DIA: 60.0"18" INV: 970.50 27" INV: 970.50 12" INV: 967.00 27" INV: 969.50 27" INV: 966.00 FGEG27"-RCP-970.518" RCP 970.53.0' SUMP0.50'TOP BACK 977.75HWL- 976.80.50'27" RCPOUTLET18"-RCPINLET4.0'TOP FRONT 977.00.75'BOTTOM-969.5NWL- 973.0OUTLET STRUCTURE - POND 1NWL-973.0TOP WEIR- 974.5TOP WEIR- 974.56" SLOTSLOT INV - 973.0NOTE:WEIR WALL TO BE POURED IN PLACEPER STANDARD DETAIL PLATE #3109A12FILE NO.CITY 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. _________________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 UTILITIES303120-0792020-12CHANHASSEN,MINNESOTATHE 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.NORTHSTORM SEWER PLAN