03 Galpin SW 091620LUCY RIDGE LANETOPAZ DRIVEDELLA DRIVEGALPIN BLVD (CR 117)
RUBY LANE
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RUBY LANE
Pond #2NWL-964.0HWL-967.2Infiltration Basin #2NWL-964.0HWL-967.2(21" Sand/3" Compost B962.0)Bluff
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EOFEOF12345123547869101121123544123567123345EOF
EOF AABB5FILE 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 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.NORTHCONSTRUCTION NOTES:1.ALL SANITARY SEWER SERVICES CONNECTED TO SDR 26 MAIN SHALL UTILIZE AN 8"X6" SDR 26WYE, SDR 26 RISER PIPE, SDR 26 BEND, TRANSITION GASKET AND A SDR 26 LATERAL TO THESTUB.2.ALL SANITARY SEWER SERVICES SHALL BE 6" SDR 26 SOLVENT, NON-GASKETED WELD JOINTFROM THE MAIN TO THE STUB, EXCEPT AS OUTLINED ABOVE.3.WATERMAIN SERVICES SHALL BE 1.0" ID PE/HDPE PIPE.4.REFER TO DETAIL SHEETS TO SEE STRUCTURE DETAILS.5.ALL HYDRANT BENCHMARKS ARE TOP NUT OF HYDRANT.6.WYE LOCATIONS TO BE SUPPLIED & VERIFIED BY CONTRACTORS. WYE STATIONING ISCALCULATED FROM THE DOWN STREAM MANHOLES.7.ALL TIES AND DISTANCES ARE TO THE CENTER OF SURFACE STRUCTURES.8.ALL HYDRANTS AND HYDRANT GATE VALVES ARE RETAINED AND TIED BACK TO THEWATERMAIN TEE BY MEANS OF APPROVED MEGALUGS UNLESS OTHERWISE NOTED.9.ALL SEWER SERVICES ARE LOCATED 3 FEET DOWNSTREAM OF WATER SERVICES IF SEWERAND WATER ARE IN THE SAME TRENCH10.ALL SEWER AND WATER SERVICES ARE EXTENDED 10' BEYOND THE PROPERTY LINE ANDMINOR UTILITIES UNLESS OTHERWISE NOTED.11.ALL VALVES ON THE WATERMAIN FOR THIS PROJECT SHALL BE GATE VALVES. NO BUTTERFLYVALVES SHALL BE USED ON THE WATERMAIN FOR THIS PROJECT PER CITY SPEC.12.THE CITY OF CHANHASSEN CURRENT "STANDARD SPECIFICATIONS AND DETAIL PLATES" SHALLGOVERN WITH THE EXCEPTION OF THE SANITARY SEWER AND WATERMAIN SERVICES PASTTHE PROPERTY LINE OR CURB STOP WHICH IS IN-LINE WITH CITY ORDINANCES.13.INSTALL HYDRANTS 5' BEHIND CURB (TYPICAL).14.HBOE: XXX.X ON S&W PROFILE VIEWS DEFINES AS THE HYDRANT BREAK-OFF ELEVATION WITHITS APPROPRIATE ELEVATION LISTED.15.POLY WRAP ALL HYDRANT BARRELS16.BAG ALL HYDRANTS UNTIL THEY ARE TESTED AND PUT IN SERVICE.17.ALL WATERMAIN SHALL BE PVC C900 (DR18), AT 12" C900 SWITCHES TO C905.18.REIBERLOK GASKETS SHALL BE USED ON ALL C900 PVC WATERMAIN IN ACCORDANCE WITHCITY STANDARDS.19.INSTALL 8"x6" REDUCER AT LEAST 8' IN FRONT OF HYDRANT LOCATION AS REQUIRED TO HAVEADEQUATE SPACING FOR LEAD & GATE VALVE ON DEAD END HYDRANT LOCATIONS.20.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.21.THE CONTRACTOR SHALL CONTACT THE SEWER AND WATER DIVISION AT THE CITY AT LEAST48 HOURS PRIOR TO ANY PUBLIC SEWER/WATERMAIN CONNECTION, (952)-227-1300.22.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
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BluffPond #1NWL-973.0HWL-976.85' WALK5' WALK5' WALK10' TRAILBuffer Reduction to 40 ft (14,760 sf)WBWBWBWBEX 20" WMEX 20" WM
Wetland 1(Preserve)WBWBWBWBBM-TNH:1023.19BM-CIMTOP:979.91BM-FND IP:997.18New Driveway: 7.15% 3"Bit/6"Cl5 (2,555 sf)mnmtBM CPIP:988.96DELLA DRIVEGALPIN BLVD (CR 117)30' B
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BluffPond #1NWL-973.0HWL-976.85' WALK5' WALK5' WALK10' TRAILBuffer Reduction to 40 ft (14,760 sf)WBWBWBWBEX 20" WMEX 20" WM
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1%EOF123451235478691011213EOF AA0+001+00(992.10)(999.25)(995.67)960970980990100010101020960970980990100010101020-1+000+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0014+50MH 80STA:2+76.4RIM:983.8BLD: 14.68" PVC SDR 35 262.5 LF @ 0.95%8" PVC SDR 35 90.9 LF @ 2.97%8" PVC SDR 35 140.5 LF @ 2.14%MH 82STA:6+30.2RIM:987.6BLD: 13.0MH 81STA:5+39.1RIM:984.9BLD: 13.1MH 83STA:7+71.2RIM:990.7BLD: 13.0MH 84STA:10+51.1RIM:999.1BLD: 13.0MH 85STA: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
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8" INV: 986.10
INV-997.6HBOE:982.7HBOE:993.5HBOE:1010.08" INV: 969.308" INV: 969.20 8" 22.5o BENDT-979.08" 11.25o BENDT-977.18" 11.25o BENDT-979.78" 22.5o BENDT-982.88" BEND 22.5o & 11.25oT-1001.6HYDRANT6" VALVE8"x6" TEET-974.7HYDRANT6" VALVE8"x6" TEET-985.5HYDRANT6" VALVET-1002.08" 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-994.68"WMT-992.215" STRM X-INGBOT-986.18"WMT-983.615" STRM X-INGBOT-983.527" STRM X-INGTOP-967.727" STRM X-INGBOT-972.6CBMH 19 STRCTBOT-968.6CNCT TOEXISTING20"x8" WETTAP W/ GVT-985.78"WMT-978.18"WMT-974.18"WMT-971.1WM LOWERING4 - 45° BENDSPOLY-CAMMJ ADAPTORT-982.0DIRECTIONAL DRILL UNDERGALPIN BLVD. (CR 117) 10"HDPE DR11 WM - 90 L.F.POLY-CAMMJ ADAPTORT-985.5INSULATE WM & SANUNDER STORMINSULATE8" GVT-985.88" WMT-981.08" 22.5o BENDT-981.98"WMT-975.48" WMT-976.18"x6" RED.T-1001.6940950960970980990940950960970980990-1+000+001+002+003+008" C900 PVC 140.6 LF @ 0.62%MH 80STA:2+76.4RIM:983.8BLD: 14.6MH 79STA:1+02.7RIM:980.6BLD: 27.660.0" DIAMETEREX MH 53STA:0+84.0RIM:984.7BLD: 35.98" C900 PVC 30.0 LF @ 3.33%8" INV: 952.0024" INV: 948.828" INV: 968.208" INV: 953.00 8" INV: 969.308" INV: 969.208" C900 PVC 20.0 LF @ 0.62%INSIDE DROP15.2 LF,PER DETAIL2104-2104AFGEG8"WMT-976.199010001010102010309901000101010201030-1+000+001+002+003+004+008"x8" TEET-999.9CNCT TOEXISTINGREM HYDRT-1012.38" BEND 45.0oT-1011.48" BEND 45.0o& 11.25oT-1004.3MINIMUM7.5' DEPTHFGEG8" GVT-1012.36FILE 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 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.NORTHNOTES:1. PROPOSED SANITARY SEWER MANHOLES ALONG DELLA DRIVE CITY NOMENCLATURE IS 16-0XXWITH RESPECTIVE IDENTIFICATION NUMBER AS SHOWN ON PLANS (16-079 TO 16-085).
LUCY RIDGE LANETOPAZ DRIVEBluff
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8" INV: 995.80
8" INV: 995.80
8" INV: 995.70 HYDRANT6" VALVE8"x6" TEET-1009.1HYDRANT6" VALVE8"x6" TEET-1002.8MINIMUM7.5' DEPTHHBOE:1011.1FGEG15" STRM X-INGBOT-1009.615" STRM X-INGBOT-1004.48"WMT-1007.08" C900 PVC WMHBOE:1017.28"WMT-1002.78"WMT-1002.18" 11.25o BENDT-1002.18"x8" TEET-1001.9CNCT TO EX.R&D PLUG & HYD.T-1008.28" GVT-1008.28" C900 PVC WM8" GVT-1002.5INSULATE980990100010101020980990100010101020-0+500+001+002+003+004+005+006+00MH 05STA:3+90.9RIM:1009.6BLD: 13.9MH 06STA:5+00.0RIM:1008.0BLD: 11.68" PVC SDR 35 108.9 LF @ 0.55%8" PVC SDR 26 320.9 LF @ 0.49%EX MH 10-121STA:0+46.9RIM:1010.8BLD: 16.8INV-996.4
8" INV: 995.80
8" INV: 995.80
8" INV: 995.70
INV-994.0
8" 22.5o BENDT-1001.7HYDRANT6" VALVET-1000.48"x8" TEET-1001.98" 11.25o & 22.5o BENDT-1000.48" 11.25o & 22.5o BENDT-1000.6MINIMUM7.5' DEPTH8" C900 PVC WMHBOE:1008.48" PVC SDR 26 23.0 LF @ 0.49%CNCT TOEXISTINGREM PLUGT-1003.2FGEG8"WMT-1002.415" STRM X-INGBOT-1004.98" C900 PVC WM8" SAN STUB
CNCT EXISTING
INV-994.17
8" GVT-1003.28"x6" RED.T-1000.27FILE 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. _________________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 RESPONSIBLEFOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATEAND 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 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.NORTHNOTES:1. PROPOSED SANITARY SEWER MANHOLES ALONG LUCY RIDGE LANE AND TOPAZ DRIVE CITY NOMENCLATUREIS 10-2XX WITH RESPECTIVE IDENTIFICATION NUMBER AS SHOWN ON PLANS (10-205 TO 10-207).