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03 Galpin SW 072420LUCY RIDGE LANETOPAZ DRIVEDELLA DRIVEGALPIN BLVD (CR 117) RUBY LANE Pond #2NWL-964.0HWL-967.1Filter #2NWL-964.0HWL-967.1(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-976.0Filter #1NWL-973.0HWL-976.0(21" Sand/3" Compost-B971.0)5' WALK5' WALK5' WALK5' WALK5' WALK10' TRAIL10' TRAIL10' TRAIL10' TRA IL MATCH EXISTING C U R B Fu t u r e 1 0 ' T r a i lWetland 1(Preserve)Wetland 1Buffer Reduction to 40 ft (14,760 sf)Buf fer Increase to 100 f t (14 ,840 s f)WBWBWBWBWBEX 20" WMEX 20" WM LUCY RIDGE LANETOPAZ DRIVEDELLA DRIVEGALPIN BLVD (CR 117) RUBY LANE Pond #2NWL-964.0HWL-967.1Filter #2NWL-964.0HWL-967.1(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-976.0Filter #1NWL-973.0HWL-976.0(21" Sand/3" Compost-B971.0)5' WALK5' WALK5' WALK5' WALK5' WALK10' TRAIL10' TRAIL10' TRAIL10' TRA IL MATCH EXISTING C U R B Fu t u r e 1 0 ' T r a i lWetland 1(Preserve)Wetland 1Buffer Reduction to 40 ft (14,760 sf)Buf fer Increase to 100 f t (14 ,840 s f)WBWBWBWBWBEX 20" WMEX 20" WM COCOCOCOInv-69.5COCOCOCOEOFEOF EOFEOF123451235478691011211235441235671233455FILE NO.SEWER AND WATERMAIN 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 UTILITIES233120-079---CHANHASSEN,MINNESOTATHE BLUFFS AT LAKE LUCYSRRGNNE ENIG EDESIENN SATHRE-BERGQUIST, INC.150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000SUSSYRS OER EVRPLACHAN THREE DEVELOPMENT, INC.NORTH1.ALL SANITARY SEWER SERVICES CONNECTED TO C900 MAIN SHALL UTILIZE AN 8"X6" C900 TEE,C900 RISER PIPE, C900 BEND, TRANSITION GASKET AND A SCH 40 LATERAL TO THE STUB.2.ALL SANITARY SEWER SERVICES SHALL BE SCH 40 FROM THE MAIN TO THE STUB, EXCEPT ASOUTLINED ABOVE.3.WATERMAIN SERVICES SHALL BE 1.0" ID PE/HDPE PIPE.4.ALL DIP FOR SANITARY SEWER LINES SHALL BE POLY-WRAPPED AND ALL BOLTS USED SHALLBE STAINLESS STEEL.5.REFER TO DETAIL SHEETS TO SEE STRUCTURE DETAILS.6.ALL HYDRANT BENCHMARKS ARE TOP NUT OF HYDRANT.7.WYE LOCATIONS TO BE SUPPLIED & VERIFIED BY CONTRACTORS. WYE STATIONING ISCALCULATED FROM THE DOWN STREAM MANHOLES.8.ALL TIES AND DISTANCES ARE TO THE CENTER OF SURFACE STRUCTURES.9.ALL HYDRANTS AND HYDRANT GATE VALVES ARE RETAINED AND TIED BACK TO THEWATERMAIN TEE BY MEANS OF APPROVED MEGALUGS UNLESS OTHERWISE NOTED.10.ALL SEWER SERVICES ARE LOCATED 3 FEET DOWNSTREAM OF WATER SERVICES IF SEWERAND WATER ARE IN THE SAME TRENCH.11.ALL SEWER AND WATER SERVICES ARE EXTENDED 10 FEET BEYOND THE PROPERTY LINEUNLESS OTHERWISE NOTED.12.ALL VALVES ON THE WATERMAIN FOR THIS PROJECT SHALL BE GATE VALVES. NO BUTTERFLYVALVES SHALL BE USED ON THE WATERMAIN FOR THIS PROJECT.13.THE CITY OF CHANHASSEN CURRENT "ENGINEERING GUIDELINES" AND "SPECIFICATIONS"SHALL GOVERN WITH THE EXCEPETION OF THE SANITARY SEWER AND WATERMAIN SERVICES.14.INSTALL HYDRANTS 5' BEHIND CURB (TYPICAL).15.POLY WRAP ALL HYDRANT BARRELS16.BAG ALL HYDRANTS UNTIL THEY ARE TESTED AND PUT IN SERVICE.17.ALL 4"-12" WATERMAIN SHALL BE PVC C900 (DR25).ALL 16" WATERMAIN SHALL BE PVC C905 (DR18).18.MECHANICAL BALLS SHALL BE INSTALLED IN SANITARY SEWER AT CONNECTION POINTSFOLLOWING INSTALLATION OF PIPE TO PROTECT EXISTING LINES FROM DEBRIS, & SEDIMENTINFILTRATION. BALLS SHALL REMAIN UNTIL LINES ARE TELEVISED & ACCEPTED BY THE CITY.19.THE CONTRACTOR SHALL CONTACT THE SEWER & WATER DIVISION AT LEAST 48 HOURS PRIORTO ANY PUBLIC SEWER/WATERMAIN CONNECTION.20.ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL TRANSFER OF AQUATICINVASIVE SPEACIES (E.G., ZEBRA MUSSELS, EURASIAN WATERMILFOIL, ETC.) TO THE MAXIMUMEXTENT POSSIBLE. DELLA DRIVEGALPIN BLVD (CR 117)30' B luff SetbackBluffPond #1NWL-973.0HWL-976.0Filter #1NWL-973.0HWL-976.0(21" Sand/3" Compost-B971.0)5' WALK5' WALK5' WALK10' TRAILWetland 1(Preserve)Buffer Reduction to 40 ft (14,760 sf)WBWBWBWBWBEX 20" WMEX 20" WM DELLA DRIVEGALPIN BLVD (CR 117)30' B luff SetbackBluffPond #1NWL-973.0HWL-976.0Filter #1NWL-973.0HWL-976.0(21" Sand/3" Compost-B971.0)5' WALK5' WALK5' WALK10' TRAILWetland 1(Preserve)Buffer Reduction to 40 ft (14,760 sf)WBWBWBWBWBEX 20" WMEX 20" WM 0+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0014+28(1010.57)(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)(1009.81)(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)LP7654321EXS&W0+82978.0S&W0+92994.0S&W2+00996.5S&W2+97999.5S&W3+441000.5S & W 3 + 4 2 10 0 0 . 2S&W3+17999.0S&W2+31998.0S&W1+35994.5S&W0+52991.0S&W2+47988.5S&W1+51985.0S&W0+57983.0S&W0+77980.5S&W0+87978.0S&W2+59974.5CBOX:984.4CBOX:987.6CBOX:990.5CBOX:993.4CBOX:995.9CBOX:999.3CBOX:1001.9CBOX:1004.4CBOX:1007.4CBOX:1009.9CBO X : 1 0 1 1 . 2 CBOX:1011.4CBOX:1009.6CBOX:1007.6CBOX:1004.1CBOX:988.1COCOCOCOInv-69.5HBOE:982.7 HBOE:9 9 3 . 5 HB O E : 1 0 0 9 . 919202122 30292827252437353433323138394143401842233626COCOGF 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 1006.0FBBF 998.6(1006.3)((1005.8))X X*TF 1007.3GF 990 .0WOBF 981 .6 (980 .9) ((980 .4))X XTF 990 .3 8.4% 8.0% 8.0% 7.9%7.2%6.6% 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)(1005.90)(1008.40)(1003.40)1011.2 1019.4 1020.6 101 5 . 1 1002.91010.9101 0 . 0 1007.5 1004.6 993.5985.3982.7964.2963.5965.5 966.6 968.2 970.5 974.3 977.4 991.7 985.6 1002.11002.61011.11010.11008.7 1005.6 1002.9 1000.1 997.3 994.5 991.5 988.9985.99.0%EOF12345123547869101121960970980990100010101020960970980990100010101020-1+000+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0014+50MH 2STA:2+21.8RIM:985.9BLD: 15.48" PVC SDR 35 279.1 LF @ 0.43%8" PVC SDR 35 128.6 LF @ 2.10%8" PVC SDR 35 140.5 LF @ 2.14%MH 4STA:6+30.2RIM:987.6BLD: 13.0MH 3STA:5+01.1RIM:983.8BLD: 12.0MH 5STA:7+71.2RIM:990.7BLD: 13.0MH 6STA:10+51.1RIM:999.1BLD: 13.0MH 7STA:14+00.4RIM:1009.6BLD: 12.08" PVC SDR 35 279.7 LF @ 2.97%8" PVC SDR 35 349.6 LF @ 3.26%8" INV: 971.90 8" INV: 971.80 8" INV: 974.70 8" INV: 974.60 8" INV: 977.80 8" INV: 977.70 8" INV: 986.20 8" INV: 986.10 INV-997.68" PVC SDR 35 107.3 LF @ 0.79%HBOE:982.7HBOE:993.5HBOE:1009.98" INV: 970.608" INV: 970.50 8" 45o BENDT-980.98" 11.25o BENDT-976.28" 22.5o BENDT-980.18" 22.5o BENDT-982.38" BEND 22.5o& 11.25oT-1001.6HYDRANT6" VALVE8"x6" TEET-974.4HYDRANT6" VALVE8"x6" TEET-985.2HYDRANT6" VALVE8"x6" REDT-1001.78" BEND 22.5o& 11.25oT-1001.4MINIMUM7.5' DEPTHMINIMUM7.5' DEPTHMINIMUM7.5' DEPTH8" C900 PVC WM8" C900 PVC WM8" C900 PVC WMFGEGFGEGFGEG8"x8" TEET-999.715" STRM X-INGBOT-994.58"WMT-992.215" STRM X-INGBOT-986.08"WMT-982.88"WMT-981.015" STRM X-INGBOT-983.427" STRM X-INGTOP-968.427" STRM X-INGINV-972.6CBMH 19 STRCTBOT-968.6CNCT TOEXISTING20"x8" WETTAP W/ GVT-985.78"WMT-978.1LOWER WM8"WMT-974.18"WMT-967.1WM LOWERING4 - 45° BENDSPOLY-CAMMJ ADAPTORT-982.0DIRECTIONAL DRILL UNDERGALPIN BLVD. (CR 117) 10"HDPE DR11 WM - 90 L.F.POLY-CAMMJ ADAPTORT-985.5940950960970980990940950960970980990-1+000+001+002+003+008" PVC SDR 35 107.3 LF @ 0.79%MH 2STA:2+21.8RIM:985.9BLD: 15.424" PVC SDR 26 343.5 LF @ 0.75%MH 1STA:1+02.7RIM:980.6BLD: 27.660.0" DIAMETERMH EXSTA:0+84.0RIM:984.7BLD: 35.98" C900 PVC 30.0 LF @ 3.33%8" INV: 952.0024" INV: 948.828" INV: 969.508" INV: 953.00 8" INV: 970.608" INV: 970.508" C900 PVC 20.0 LF @ 0.79%INSIDE DROP16.5 LFFGEG6FILE NO.SEWER AND WATERMAIN 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 WAYONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OFANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HEAGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGESARISING 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 UTILITIES233120-079---CHANHASSEN,MINNESOTATHE BLUFFS AT LAKE LUCYSRRGNNE ENIG EDESIENN SATHRE-BERGQUIST, INC.150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000SUSSYRS OER EVRPLACHAN THREE DEVELOPMENT, INC.NORTH LUCY RIDGE LANETOPAZ DRIVEBluff Bluff 30' Bl u f f S e t b a c k 30' Bluff Setback 5' WALK5' WALK10' TRAIL MATCH EXISTING CURB Future 1 0 ' T r a i l LUCY RIDGE LANETOPAZ DRIVEBluff Bluff 30' Bl u f f S e t b a c k 30' Bluff Setback 5' WALK5' WALK10' TRAIL MATCH EXISTING CURB Future 1 0 ' T r a i l 1+002+003+004+005+006+006+49(1010.20)(1021.84)(1017.27)(1015.85)(1014.80)(1013.18)(1011.18)(1019.10)(1016.37)(1015.32)(1014.18)(1012.18)1+002+003+004+005+005+30(1007.64)(1012.05)(1012.74)(1011.74)(1010.24)(1008.24)(1010.86)(1012.81)(1012.24)(1011.24)(1009.24)HP98EX(N)10TC-1010.64Inv-993.83Bld - 16.81S&W3+461006.5S&W2+621005.5S&W1+741004.5S&W0+741003.0S&W0+611002.5 S&W 0+67 1003.0 S&W 1+91 1002.7 S&W 2+84 1001.5 S&W 0+15 1000.2 S&W 0+82 998.5S&W1+00997.8S&W0+95997.8S&W0+751000.2 S&W2+461005.0S&W3+351006.0CBOX:1016.8CBOX:1015.9CBOX:1010.0CBOX:1008.8CBOX:1008.8CB O X : 100 9 . 5 CBO X : 1011. 0 CBOX: 1011.9 CBOX: 1013.3 CBOX: 1013.4 CBOX:1013.9CBOX:1013.3CBOX:1014.9CBOX:1015.8CBOX:1017.0HBOE:1008.7HBOE:1011.4 HBOE:1016.7457 8911121314610INV:1010.2INV:1009.8INV:1008.2 INV:1006.7 INV:1006.7INV:1006.7INV:1006.6INV:1003.2 INV:1 0 0 5 . 3 INV:1008.8 INV:1008.8INV:1009.4INV:1009.0INV:1012.3INV:1012.4COInv-13.8Inv-11.7Inv-10.0Inv-08.0Inv-08.5Inv-08.5COGF 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 101 0 . 5 WO BF 100 2 . 1 (1001.4 ) ((1000.9 ) ) X X TF 101 0 . 8 GF 1012.2 WO BF 1003.8 (1003.1) ((1002.6)) X X TF 1012.5 GF 1013.5 WO BF 1005.1 (1004.4) ((1003.9)) X X TF 1013.8 GF 1014.7 WO BF 1006.3 (1005.6) ((1005.1)) X X TF 1015.0 GF 1015.0 WO BF 1007.6 (1006.9) ((1006.4)) X X *TF 1016.3 GF 1014.5FBBF 1006.1(1013.8)((1013.3))X XTF 1014.8GF 1015.0FBBF 1006.6(1014.3)((1013.8))X XTF 1015.3GF 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 1018.88.1%8.5%8.8%4.0%4.5%4.9%4.8%6.2%7.3%7.9%7.4%8.9%7.6%8.0%8.3%4+005+006+006+02(1008.60)(1000.40)(1004.90)(1008.65)(998.74)(1002.65)(1007.15)0+00(998.97)(995.72)1013.11012.01005.91008.81010.31012.21007.81011.31009.51003.8991.51008.71008.1998.4 1008.91009.11001.9 1014.61000.0 1006.0 1011.2 1016.61015.6 1016.71015.81014.81013.31011.7 1013.01010.3 1016.41012.01020.11022.81026.11015.1T1STA=3+59.44ELEV=998.97T2STA=0+00ELEV=998.9741235441235712334598099010001010102010309809901000101010201030-0+500+001+002+003+004+005+006+007+007+50MH 8STA:3+90.9RIM:1010.4BLD: 14.78" PVC SDR 35 350.4 LF @ 1.77%MH 10STA:2+98.5RIM:1015.9BLD: 13.9INV-1002.0 8" INV: 995.80 8" INV: 995.80 8" INV: 995.70 8" 11.25o BENDT-1002.78"x8" TEET-1002.5CNCT TOEXISTINGREM PLUGT-1009.1HYDRANT6" VALVE8"x6" TEET-1009.0HYDRANT6" VALVE8"x6" TEET-1003.4MINIMUM7.5' DEPTH8" C900 PVC WMHBOE:1011.4HBOE:1016.7FGEG15" STRM X-INGBOT-1009.415" STRM X-INGBOT-1004.88"WMT-1006.88"WMT-1003.38" C900 PVC WM8" GVT-1009.1980990100010101020980990100010101020-0+500+001+002+003+004+005+006+00MH 8STA:3+90.9RIM:1010.4BLD: 14.7MH 9STA:5+00.0RIM:1008.2BLD: 11.98" PVC SDR 35 108.9 LF @ 0.46%8" PVC SDR 35 320.9 LF @ 0.49%MH EX(N)STA:0+46.9RIM:1010.8BLD: 16.8INV-996.3 8" INV: 995.80 8" INV: 995.80 8" INV: 995.70 INV-994.0 8" 22.5o BENDT-1002.3HYDRANT6" VALVE8"x6" REDT-1000.88"x8" TEET-1002.58" 11.25o & 22.5o BENDT-1000.88" 11.25o & 22.5o BENDT-1001.1MINIMUM7.5' DEPTH8" C900 PVC WMHBOE:1008.78" PVC SDR 35 23.0 LF @ 0.49%CNCT TOEXISTINGREM PLUGT-1003.2FGEG8"WMT-1003.015" STRM X-INGBOT-1006.08" C900 PVC WM8" SAN STUB CNCT EXISTING INV-994.17 8" GVT-1003.27FILE NO.SEWER AND WATERMAIN 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 UTILITIES233120-079---CHANHASSEN,MINNESOTATHE BLUFFS AT LAKE LUCYSRRGNNE ENIG EDESIENN SATHRE-BERGQUIST, INC.150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000SUSSYRS OER EVRPLACHAN THREE DEVELOPMENT, INC.NORTH