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05 Galpin GP 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 luf f Se tback BluffPond #1NWL-973.0HWL-976.0Filter #1NWL-973.0HWL-976.0(21" Sand/3" Compost-B971.0)OUTLOT BOUTLOT A5' WALK5' WALK5' WALK5' WALK5' WALK 10' TRAIL10' TRAIL10' TRAIL10' TRA IL R&D 290 lf curb, 4,500 sf ofpavement and street section.Restore Yard: irrigation andsod.Change Castingto R4342MATCH EXISTING C U R B Adjust Casting to fgR&D 475 lf curb, 175 lf of walk,8,500 sf of pavement and streetsection. Restore Yards:irrigation and sod.Patch DrivewayR&D 1,265 sf of pavement andstreet section.Restore Yards: irrigation andsod.F u t u r e 1 0 ' T r a i l Future 10' T r a i lWetland 1(Preserve)Wetland 1(Preserve)Buffer Reduction to 40 ft (14,760 sf)Buf fer Increase to 100 f t (14 ,840 s f)WBWBWBWBWBSawcut 80 lf - R&D andgrade out existing drivewayChange Castingto R4342Change Castingto R4342EX 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 luf f Se tback BluffPond #1NWL-973.0HWL-976.0Filter #1NWL-973.0HWL-976.0(21" Sand/3" Compost-B971.0)OUTLOT BOUTLOT A5' WALK5' WALK5' WALK5' WALK5' WALK 10' TRAIL10' TRAIL10' TRAIL10' TRA IL R&D 290 lf curb, 4,500 sf ofpavement and street section.Restore Yard: irrigation andsod.Change Castingto R4342MATCH EXISTING C U R B Adjust Casting to fgR&D 475 lf curb, 175 lf of walk,8,500 sf of pavement and streetsection. Restore Yards:irrigation and sod.Patch DrivewayR&D 1,265 sf of pavement andstreet section.Restore Yards: irrigation andsod.F u t u r e 1 0 ' T r a i l Future 10' T r a i lWetland 1(Preserve)Wetland 1(Preserve)Buffer Reduction to 40 ft (14,760 sf)Buf fer Increase to 100 f t (14 ,840 s f)WBWBWBWBWBSawcut 80 lf - R&D andgrade out existing drivewayChange Castingto R4342Change Castingto R4342EX 20" WMEX 20" WM COInv-71.2COCOCOCOCOCOInv-71.2Inv-71.2Inv-71.2Inv-71.0Inv-70.5Inv-70.0Inv-69.5Inv-69.0COInv-62.2COCOCOCOInv-62.2Inv-62.2Inv-62.0Inv-61.5Inv-61.0Install 6" PlasticGV 5' from outletstructure GV toremain closedunless approvedby watershedInv-62.2INV:995.3INV:995.3INV:986.8INV:986.8INV:984.2INV:984.2INV :981 .2 INV : 9 7 7 .4 INV : 9 7 7 . 4 INV:1010.2INV:1009.8INV:1008.2 INV:1006.7 INV:1006.7INV:1006.7INV:1006.6INV:1003. 2 INV:10 0 5 . 3 INV:1008.8 INV:1008.8INV:1009.4INV:1009.0INV:1012.3INV:1012.4INV:1000.4INV:999.6INV:991.3INV:991.1INV :981 .1INV:986.6INV:985.6INV:990.1INV:990.1COInv-13.8Inv-11.7Inv-10.0Inv-08.0Inv-08.5Inv-08.5COInv-04.5COCOInv-05.0Inv-05.0Inv-07.0Inv-06.5Inv-03.5In v - 0 2 . 0 x 1010.0 x 1011.0 x 1012.0 x 1016 .0 x 1015 .0 x 1017 . 0 x 1016.0x 1015.0x 1014.0x 1013.0x 1012 .0 x 17 .5 x 17 . 0 x 16 .0 x 14 .5EOF-13.01013.0 xx 1007.0 x 1006.0 x 1005.0x 1004.0 x 1003.0 x 1000.0 x 1000 . 0 x 996 . 0 (96) (97) (95) (94 ) (96)(94)(91)(90)(90) (90 ) (90) (92) x 998. 0x 995.5x 995.0x 1 1 .5 x 14 .5 x 1 3 .0 x 1 1 .8 x 10 . 0x 9.2x 8.3-EOFx 15.0x 16.5x 17.0x 997.0 x 1001 . 0 x 1003.0x 1004 .0 x 1 0 0 5 . 0 x 6 .0 x 7 . 0 x 8 . 5 x 9 . 0 x 9 . 5 x 10 .0 x 1 1 . 0 x 1 2 . 0 x 11 .0x 11.0x 10 .5x 10.5x 10.7x 9.5x 6.0x 2.5x 96.5x 992.0x 89.5x 86.0x 1005.0x 1 0 0 1 . 0(88)(86)(90)(80)(92)(80)(90)(80)(87)(76)(82)(73)(81)(73)(79)(70)(80)(72)(76)(69)(74)(68)(72)(68)(70)(68)(68)(66)(89)(82)SWO-1003.8x 1 0 0 0 . 0x 1001.0x 978 .0(91)(93)(92)(96.5)(94)(98)(96)(99)9 7 9 .0 xEOF x 979x 979.0x 980.0x 981.0x 982.0x 981.5 x 986.0x 987.0x 989.0x 992.0x 993.0x 995.0x 996.0x 997.0x 995.0x 996.0x 997.0x 998.0x 999.0(09) (06. 5 ) x 5 . 0 x 4 . 0 x 5 .5 x 6 .5 x 7 . 0 x 7 . 5 x 8 . 0 x 8.5x 9 .0 x 9 . 0 (11 ) (06 . 5 ) (12 .5 ) (6 . 5 )(14.5)(08)(15)(09)(15.5)(9.5)(16)(10)(14)(10)(12)(10)x 1 1 . 0 x 1 1 . 5x 7.0x 7.3x 969.2 xx 969.2 xx 969.2 xx 969.2 xx 9 6 9 . 2 x x 9 6 9 . 2 x x 9 6 9 . 2 x x 96 9 . 2 x x 969.2 x CableConcrete(8'x32')(4' btm)EOF-968.0x 980.1 xCableConcrete(8'x32')(4' btm)EOF-979.0x 980.1 xx 980.1 xx 980.1 xx 980.1 xx 980.1 x (09 ) (04 )(13)(08)(10)(08)(16)(10)(18)(11)(20)(14)(20)(16)x 988.0(78)(70)x 984.0x 983.0x 984.0x 985.0x 6.2x 0 .0x 94.7(02 ) (99 ) (05) (01 )(21)(15)( 1 8 ) (20 ) x 6 . 0 x 9 9 7 . 0 x 9 9 7 . 5 x 989.0x 980 .0x 981.0Rock EntRock EntEOFEOF EOFEOF1,690 SY BLANKET2,053 SY BLANKET2,585 SY BLANKETx 5 . 0 x 5 .512345123547869101121123544123567123345x 981.0x 981.8x 979 .0 x 979. 5x 979 .5x 980.0x 981.0x 94.53.2 xRemoving 5203 - 10" ashSaving 3872 - 13" oakRemoving 5353 - 10" e lm Removing 5463 - 15" oakRemoving 5464 - 21" oakRemoving 5468 - 21" oakRemoving 5439 - 21" OakRemoving 5470 - 24" oakSaving 5161 - 23" oakSaving 3868 - 24" oakSaving 3871 - 24" oakSaving 3869 - 27" oakSaving 3870 - 11" elmSaving 3800 - 10" elmSaving 3798 - 16" ashSaving 3799 - 11" ashSaving 3791 - 10" ashSaving 3787 - 14" ash3788 - 15" ash3789 - 10" ashRemoving 5022 - 10" mapx 992.5x 90.1x 982.0x 983.0x 979.0x 980 .0 x 978 .5 x 979 .0x 86.2x 9 8 3 . 0 2.5:1 SLOPEx 978.0x 979.0 x 999.0 x 1001.0 x 1002.0 x 1000.0 x 1000 . 5 - e o f1BF 993.1LO 996.1LOGF 1001.51DENOTES BLOCKNUMBERDENOTES LOTNUMBERDENOTES HOUSETYPE DRIVEWAY SLOPE & ORIENTATION(PER GRADING PLAN ELEVATIONS)DENOTES GARAGEFLOOR ELEVATIONDENOTES BASEMENTFLOOR ELEVATIONDENOTES REAR OFBUILDING PAD (60' MIN.)DENOTES EASEMENTLINE(995.6)DENOTES ADJACENTGRADE TO LOW OPENING(50' TYP.)DENOTES SETBACKLINE9 9 3 . 0 DENOTES LOT CORNERELEVATION999.0DENOTES LOT CORNERELEVATION1000.0 DENOTES SPOTELEVATIONDENOTES BUILDABLEPAD AREATYPICAL LOT DETAIL6.4%XX13FILE NO.GRADING PLANCITY PROJECT NO.I 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 BYDATE07/08/20RSMTCWSHEETS GRADING233120-079---CHANHASSEN,MINNESOTATHE BLUFFS AT LUCY LAKESRRGNNE ENIG EDESIENN SATHRE-BERGQUIST, INC.150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000SUSSYRS OER EVRPLACHAN THREE DEVELOPMENT, INC.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.CONSTRUCTION NOTES1. INSTALL SILT FENCE AS SHOWN ON PLAN, AS REQUIRED BY THE CITY OF CHANHASSEN OR DIRECTED BY THE ENGINEER.2. SAND AND SILT MUST BE REMOVED FROM THE POND AS NECESSARY DURING CONSTRUCTION AND AT THE COMPLETION OFTHE PROJECT.3. BEGIN GRADING. TEMPORARY DRAINAGE PIPE SHALL BE USED FOR INTERMEDIATE DRAINAGE DURING THE CONSTRUCTIONPERIOD AS NECESSARY AND DIRECTED BY THE ENGINEER.4. INSPECT PONDS, SILT FENCE, AND ROCK ENTRANCE BERM AFTER ALL RAINFALL EVENTS AS REQUIRED BY THE NPDES PERMIT.5. STREET SECTION -2.0" WEAR COURSE2.0" BASE COURSE12" CLASS 524" SELECT GRANULAR BORROW6. DRIVEWAY SLOPES-MINIMUM-2.0%MAXIMUM-10.0%7. FB, LO, WO PADS 3:1 MAX. ALL OTHER SLOPES 4:1 MAX (UNLESS NOTED)8. CONTRACTOR TO REMOVE SEPTIC SYSTEM AND CAP WELL9. DEVELOPER WILL BE RESPONSIBLE FOR TEMPORARY DUST AND EROSION CONTROL UNTIL TURF IS ESTABLISHED. IF YARDS ARE ADJACENTTO A DITCH SWALE, THEN EROSION CONTROL MUST REMAIN UNTIL ALL ADJACENT PROPERTY HAS TURF ESTABLISHMENT.10. RESTORATION -5.5 ACRESA. RESTORE ALL DISTURBED AREAS WITH 6" OF TOPSOIL, OR EXISTING ON-SITE ORGANIC MTRL.B. SEED POND SLOPES AND DETENTION AREAS WITH MN/DOT 310 OR BWSR P8 SEED MIX AT A RATE OF 100 LBS./ACRE AND FERTILIZE WITH20-0-10 AT 100 LBS./ACRE.C. SEED ALL OTHER DISTURBED AREAS WITH MNDOT 250 AND FERTILIZE WITH 20-0-10 AT 100 LBS./ACRE AND BWSR(NATIVE VEGETATION) SEEDMIX FOR WETLANDS AT A RATE OF 100 LBS./ACRE AND DO NOT FERTILIZE. (UNLESS OTHERWISE NOTED)D. ONLY PHOSPHOROUS FREE FERTILIZER IS TO BE USED ON SITE.E. MULCH WITH TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHOR IMMEDIATELY AFTER PLACEMENT. USE WOODFIBER BLANKET ON ALLSLOPES 3:1 (FT) OR GREATER.F. PLACE APPROVED STORM SEWER INLET PROTECTION IN OR AROUND ALL STORM SEWER INLETS AND MAINTAIN UNTIL STREETCONSTRUCTION IS COMPLETED. REFER TO CITY DETAILS 5302 & 5302A FOR APPROVED DEVICES.G. MAINTAIN ALL SILT FENCE UNTIL TURF HAS BEEN ESTABLISHED.H. RESTORATION WORK WILL BE COMPLETED WITHIN 72 HOURS OF GRADING COMPLETION.11. MATERIALS THAT ARE PROHIBITED FROM RETAINING WALL CONSTRUCTION INCLUDE SMOOTH FACE CONCRETE, POURED IN PLACECONCRETE, MASONRY, RAILROAD TIES, OR TIMBER. STAMPED OR PATTERNED CONCRETE IS ALLOWED IN RETAINING WALL CONSTRUCTION.12. BOULDERS MAY NOT BE USED ON WALLS TALLER THAN 6' IN HEIGHT.13. A HOMEOWNERS ASSOCIATION SHALL BE CREATED TO TAKE OWNERSHIP OF THE RETAINING WALLS14. SILT FENCE: BEFORE GRADING - 9,010 LF SILT FENCE: AFTER GRADING - 1,010 LF EROSION CONTROL BLANKET - 6,325 SY15. ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL TRANSFER OF AQUATIC INVASIVE SPEACIES (E.G., ZEBRA MUSSELS,EURASIAN WATERMILFOIL, ETC.) TO THE MAXIMUM EXTENT POSSIBLE. BCWETLAND BUFFER MONUMENTREAR PAD ELEVATION3:1 MAX2%MIN.4%2%MIN.BSMT FLR3.5' BELOW GARAGE FLOORCURB+/-3:1FINISHED GRADE PERGRADING PLANGARAGE FLOOR6.0"TOPSOILROWESMNT10'SBL15'HSEFULL BASEMENT (FB)60' PAD(UNLESS OTHERWISE NOTED)ENSURE FULL BASEMENT PADS ARE DRAINED25'50'60'10'MAX1% MIN.25'BSMT FLRNOTES:1. GRADE (999.0) BEHIND EACH HOMESITE IS THE LOWGROUND ELEVATION AND PROPOSED TOP OF TOPSOIL,SUBGRADE SHALL BE DOWN 0.50 FEET.2. ESTABLISH FINISH GRADE AT ALL 10' FRONT YARD UTILITYEASEMENT LOCATIONS.3. THESE DETAILS REFERENCE A 9' POURED FOUNDATIONWALL, AND A 0.7' DROP FROM REAR TOP FOUNDATION TOGROUND ELEVATION FOR ALL LOOKOUTS AND WALKOUTS.HOLDDOWN DETAILSEXISTING DRIVEWAYS AND CULVERTS SHALL BE REMOVED AND THE DITCH SHALL BERESTORED ALONG GALPIN BLVD (CR 117)6.0"TOPSOIL25.0'CURBLOOKOUT ELEVATION2:13.0' BELOW GARAGE FLOORFINISHED GRADE PERGRADING PLANGARAGE FLOORBSMT FLRROWESMNT10'SBL15'HSELOOKOUT (LO)60' PAD(UNLESS OTHERWISE NOTED)3.0' BELOW GARAGE FLOORCURB3:1 MAX2:1BF/WO ELEVATIONFINISHED GRADE PERGRADING PLANGARAGE FLOOR6.0"TOPSOILROWESMNT10'SBL15'HSEWALKOUT (WO)60' PAD(UNLESS OTHERWISE NOTED)25'13'12'50'60'GRND ELEVATION AT WO (XXX.X)REAR PAD ELEVATION10'6%25'7'18'50'60'10'GRND ELEVATION AT LO (XXX.X)REAR PAD ELEVATION3:1 MAX2%MIN.4%2%MIN.BSMT FLR3.5' BELOW GARAGE FLOORCURB+/-3:1FINISHED GRADE PERGRADING PLANGARAGE FLOOR6.0"TOPSOILROWESMNT10'SBL15'HSEFULL BASEMENT (FB)60' PAD(UNLESS OTHERWISE NOTED)ENSURE FULL BASEMENT PADS ARE DRAINED25'50'60'10'MAX1% MIN.25'BSMT FLRNOTES:1. GRADE (999.0) BEHIND EACH HOMESITE IS THE LOWGROUND ELEVATION AND PROPOSED TOP OF TOPSOIL,SUBGRADE SHALL BE DOWN 0.50 FEET.2. ESTABLISH FINISH GRADE AT ALL 10' FRONT YARD UTILITYEASEMENT LOCATIONS.3. THESE DETAILS REFERENCE A 9' POURED FOUNDATIONWALL, AND A 0.7' DROP FROM REAR TOP FOUNDATION TOGROUND ELEVATION FOR ALL LOOKOUTS AND WALKOUTS.HOLDDOWN DETAILSSCALE IN FEET01005050100200NORTH DELLA DRIVEGALPIN BLVD (CR 117) RUBY LANE 30' B luff SetbackBluffPond #1NWL-973.0HWL-976.0Filter #1NWL-973.0HWL-976.0(21" Sand/3" Compost-B971.0)OUTLOT B5' WALK5' WALK5' WALK10' TRAILMATCH EXISTING C U R BR&D 475 lf curb, 175 lf of walk,8,500 sf of pavement and streetsection. Restore Yards:irrigation and sod.Patch DrivewayWetland 1(Preserve)Buffer Reduction to 40 ft (14,760 sf)WBWBWBWBWBSawcut 80 lf - R&D andgrade out existing drivewayChange Castingto R4342Change Castingto R4342EX 20" WMEX 20" WM DELLA DRIVEGALPIN BLVD (CR 117) RUBY LANE 30' B luff SetbackBluffPond #1NWL-973.0HWL-976.0Filter #1NWL-973.0HWL-976.0(21" Sand/3" Compost-B971.0)OUTLOT B5' WALK5' WALK5' WALK10' TRAILMATCH EXISTING C U R BR&D 475 lf curb, 175 lf of walk,8,500 sf of pavement and streetsection. Restore Yards:irrigation and sod.Patch DrivewayWetland 1(Preserve)Buffer Reduction to 40 ft (14,760 sf)WBWBWBWBWBSawcut 80 lf - R&D andgrade out existing drivewayChange Castingto R4342Change Castingto R4342EX 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)+001+002+00(1027.60)(1021.84)(1017.27)(1024.72)(1019.10)(1016.37)LP7654321EXCOInv-71.2COCOCOCOCOCOInv-71.2Inv-71.2Inv-71.2Inv-71.0Inv-70.5Inv-70.0Inv-69.5Inv-69.0192021223029282725243735343332313839414340184223361007.51007.81008.21010.71008.21007.81007.5994.1994.11020.01009.61009.526Install 6" PlasticGV 5' from outletstructure GV toremain closedunless approvedby watershedINV:995.3INV:995.3INV:986.8INV:986.8INV:984.2INV:984.2INV :981 .2 INV:977.4INV:977.4 INV:1012.3INV:1012.4INV:1000.4INV:999.6INV:991.3INV:991.1INV:981.1INV:986.6INV:985.6INV:990.1INV:990.1Inv-04.5COCOInv-05.0Inv-05.0Inv-07.0Inv-06.5Inv-03.5I n v - 0 2 . 0GF 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 X8.4% 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 1016.6978.41022.1 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 1000.1 997.3 994.5 991.5 988.9985.9x 17.09. 0% x 6 .0 x 7 .0 x 8 .5 x 9 .0 x 9 .5 x 10 .0 x 11 .0 x 1 2 . 0 x 11 .0x 11 .0x 10.5x 10.5x 10.7x 9.5x 6.0x 2.5x 96.5x 992.0x 89.5x 86.0x 1005.0x 1 0 0 1 . 0(88)(86)(90)(80)(92)(80)(90)(80)(87)(76)(82)(73)(81)(73)(79)(70)(80)(72)(76)(69)(74)(68)(72)(68)(70)(68)(68)(66)(89)(82)SWO-1003.8x 1 0 0 0 . 0x 1001.0x 978 .0(91)(93)(92)(96.5)(94)(98)(96)(99)979.0 xEOFx 979x 979.0x 980.0x 981.0x 982.0x 981.5 x 986.0x 987.0x 989.0x 992.0x 993.0x 995.0x 996.0x 997.0x 995.0x 996.0x 997.0x 998.0x 999.0(09 ) (06. 5 ) x 5 .0 x 4 .0 x 5 .5 x 6 .5 x 7 .0 x 7 .5 x 8 .0x 8.5x 9 .0 x 9 .0 (11 ) (0 6 . 5 ) (12 .5 ) (6 .5 )(14.5)(08)(15)(09)(15.5)(9.5)(16)(10)(14)(10)(12)(10)x 11 .0 x 11 .5x 7.0x 7.3x 980.1 xCableConcrete(8'x32')(4' btm)EOF-979.0x 980.1 xx 980.1 xx 980.1 xx 980.1 xx 980.1 x (09) (04 )(13)(08)(10)(08)(16)(10)(18)(11)(20)(14)(20)(16)x 988.0(78)(70)x 984.0x 983.0x 984.0x 985.0x 6.2x 0.0x 94.7(02 ) (99 ) (05 ) (01 )(21)(15)(1 8 ) (20 ) x 6 .0 x 9 9 7 . 0 x 9 9 7 . 5 x 989.0x 980.0x 981.0EOF1,690 SY BLANKET2,053 SY BLANKETx 5 .0 x 5 .51020.01020.81234512354786910112110161012100610041002 100810101012101410161 0 1 2 1010100810061004 1002992994996998100010021004100610081010101210141016101810201020986984982980978 976974972972970968966964990988980978976974978978980980976974972972982978974970968966964 9929909889869789769749729709689669641002 1000998996994992990988986984982980101010081006100410021000998996994992990980978976974972970968966964964x 981.0x 981.8x 979 .0 x 979. 5x 979 .5x 980.0x 981.0x 94.53.2 xRemoving 5203 - 10" ashSaving 3872 - 13" oakRemoving 5353 - 10" elmSaving 5161 - 23" oakSaving 3868 - 24" oakSaving 3871 - 24" oakSaving 3869 - 27" oakSaving 3870 - 11" elmSaving 3800 - 10" elmSaving 3798 - 16" ashSaving 3799 - 11" ashSaving 3791 - 10" ashSaving 3787 - 14" ash3788 - 15" ash3789 - 10" ashRemoving 5022 - 10" mapx 992.5x 90.1x 982.0x 983.0x 979.0x 980.0x 978 .5x 979 .0x 86.2982.2x 983.0 2.5:1 SLOPEx 978.0x 979.014FILE NO.GRADING 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 BYDATE07/08/20RSMTCWSHEETS GRADING233120-079---CHANHASSEN,MINNESOTATHE BLUFFS AT LUCY LAKESRRGNNE ENIG EDESIENN SATHRE-BERGQUIST, INC.150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000SUSSYRS OER EVRPLACHAN THREE DEVELOPMENT, INC.NORTH LUCY RIDGE LANETOPAZ DRI V E Pond #2 NWL-964.0 HWL-967.1 Filter #2 NWL-964.0 HWL-967.1 (21" Sand/3" Compost B962.0)BluffBluff30' Bluff Setback30' Bluff Setback30' Bluff S e t b a c k Bluff OUTLOT A 5' WALK5' WALK 10' TRAIL 10' T R A I L 10' TRAIL 10' T R AI L R&D 290 lf curb, 4,500 sf of pavement and street section. Restore Yard: irrigation and Change Casting to R4342 MATCH EXISTING CURBAdjust Casting to fg Patch Driveway R&D 1,265 sf of pavement andstreet section.Restore Yards: irrigation andsod.Future 10' TrailFuture 10' TrailWetland 1 (Preserve) Buffer I n c r e a s e t o 1 0 0 f t ( 1 4 , 8 4 0 s f )LUCY RIDGE LANETOPAZ DRI V E Pond #2 NWL-964.0 HWL-967.1 Filter #2 NWL-964.0 HWL-967.1 (21" Sand/3" Compost B962.0)BluffBluff30' Bluff Setback30' Bluff Setback30' Bluff S e t b a c k Bluff OUTLOT A 5' WALK5' WALK 10' TRAIL 10' T R A I L 10' TRAIL 10' T R AI L R&D 290 lf curb, 4,500 sf of pavement and street section. Restore Yard: irrigation and Change Casting to R4342 MATCH EXISTING CURBAdjust Casting to fg Patch Driveway R&D 1,265 sf of pavement andstreet section.Restore Yards: irrigation andsod.Future 10' TrailFuture 10' TrailWetland 1 (Preserve) Buffer I n c r e a s e t o 1 0 0 f t ( 1 4 , 8 4 0 s f )2+003+004+005+006+006+49(1010.20)(1017.27)(1015.85)(1014.80)(1013.18)(1011.18)(1019.10)(1016.37)(1015.32)(1014.18)(1012.18)0+001+002+003+004+005+005+30(1007.64)(1009.67)(1012.05)(1012.74)(1011.74)(1010.24)(1008.24)(1010.86)(1012.81)(1012.24)(1011.24)(1009.24)HP 98EX(N)10Ex-MH10TC-1010.64Inv-993.83Bld - 16.81 CO Inv-62.2 CO CO CO CO Inv-62.2 Inv-62.2 Inv-62.0 Inv-61.5Inv-61.02345789 111213141630151Ex-MH9TC-1007.94Inv-993.59Bld - 14.35 1011.2 1010.6 1009.8 1007. 7 1009.1 1009.3 1009.6 1009.3 1008.7 1008.5 1020.0 1020.0 1010.8 1010.7 1011.3 1011.41011.3610Inv-62.2 INV:1010.2 INV:1009.8 INV:1008.2INV:1006.7INV:1006.7INV:1006.7 INV:1006.6 INV:1003.2INV:1005.3INV:1008.8INV:1008.8INV:1009.4 INV:1009.0 INV:1012.3 INV:1012.4 CO Inv-13.8 Inv-11.7 Inv-10.0 Inv-08.0 Inv-08.5 Inv-08.5 CO LOLO 1006.8(1006.1)((1005.6))X XBF 1003.8LO LO 1 0 0 8 . 1 ( 1 0 0 7 . 4 ) (( 1 00 6 . 9 ) )X X *TF 1 0 1 3 . 8BF 1 0 0 5 . 1 GF 1018.0 SWO BF 1009.6 (1008.9) ((1008.4)) X TF 1018.3 GF 1017.0 WO BF 1008.6 (1007.9) ((1007.4)) X X TF 1017.3 GF 1012.2LOLO 1006.8(1006.1)((1005.6))X XTF 1012.5BF 1003.8G F 1 0 0 9 . 8WO B F 1 0 0 1 . 4 (1 0 0 0 . 7 ) (( 1 0 0 0 . 2 ) ) X X T F 1 0 1 0 . 1 GF 100 9 . 8 WO BF 100 1 . 4 (1000.7 ) ((1000 . 2 ) ) X X TF 101 0 . 1 GF 1010.5WOBF 1002.1(1001.4)((1000.9))X XTF 1010.8GF 1012.2WOBF 1003.8(1003.1)((1002.6))X XTF 1012.5GF 1013.5WOBF 1005.1(1004.4)((1003.9))X XTF 1013.8GF 1014.7WOBF 1006.3(1005.6)((1005.1))X XTF 1015.0GF 1015.0WOBF 1007.6(1006.9)((1006.4))X X*TF 1016.3GF 1014.5FBBF 1006.1(1013.8)((1013.3))X XTF 1014.8GF 1015.0 FB BF 1006.6 (1014.3) ((1013.8))X X TF 1015.3 GF 1016.5 FB BF 1008.1 (1015.8) ((1015.3))X X TF 1016.8 GF 1017.5 FB BF 1009.1 (1016.8) ((1016.3))X X TF 1017.8 GF 1018.5 FB BF 1010.1 (1017.8) ((1017.3))X X TF 1018.8 8.1%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%1+002+003+00 4 + 00 5+006+006+02(1008.60)(1005.90)(1000.90)(998.28) (1 0 0 0 . 4 0 ) (1004 .90 )(1008.65)(1008.40)(1003.40)(998 . 9 9 ) (9 9 8 . 7 4 ) (1002 .65 ) (1007 .15 )0+001+002+003+004+005+006+006+17(962.50)(998.97)(992.22)(985.22)(978.22)(971.22)(966.16)(963.04)(995.72)(988.72)(981.72)(974.72)(968.21)(964.60)1013.1 1012.0 1005.9 1008.8 1010.3 1012.2 1007.81011.3 1009.5 1003.8 9 9 1 . 5 1 0 0 8 . 7 1008.1986.9998.41008.9 1009.1 1001.91014.61000.01006.01011.21016.61015.61016.71015.81014.81013.31011.71013.01010.31016.4 1012.01020.11022.81026.11015.11002.9 1002.6 T1STA=3+59.44ELEV=998.97T2STA=0+00ELEV=998.97x 1010.0x 1011.0x 1012.0x 101 6. 0 x 101 5. 0 x 101 7. 0 x 1016.0 x 1015.0 x 1014.0 x 1013.0 x 101 2. 0 x 17. 5 x 17. 0 x 16. 0 x 14. 5 EOF-13.0 1013.0 x x 1007.0x 1006.0x 1005.0x 1004.0x 1003.0x 1000.0x 1000.0x 99 6. 0 (96) (97) (95) (94) (96)(94) (91)(90) (90) (90) (90) (92)x 998.0x 995.5x 995.0 x 11.5 x 14. 5 x 13. 0 x 11. 8 x 10. 0 x 9.2 x 8.3-EOF x 15.0 x 16 .5 x 17 .0 x 997.0 x 1001.0x 1003.0x 1004 . 0 x 1005.0x 11. 0 x 1005.0 x 1001.0S W O - 1 0 0 3 . 8 x 969.2 x x 96 9 . 2 x x 9 6 9 . 2 x x 969.2 x x 969.2 xx 969.2 xx 969.2 xx 969.2 xx 969.2 xCable Concrete (8'x32')(4' btm) EOF-968.0 EOF EOFEOF 2,585 SY BLANKET 1019.9 1020.0 1020.4 5 1 1 2 3 5 4 4 1 2 3 5 6 7 1 23 3 4 510161018 1016 1018 10201022 1016 1014 10121014101410161018 1012101410121010101010021008 10061004 1002 1000 998 996990 988 986 984 982 980 978 976 974 972 970 968 966 964 962 96296095895696 4 962 966968 968 966 964962 9 6 0 998 996 994 992 990 988 986 984982 980 9789769749729 7 0 9 6 8 1016 1014 1012 101010081006 1004 100010021 0 1 8 1020100 8 100610041002 Removing 5353 - 10" elm Removing 5463 - 15" oak Removing 5464 - 21" oak Removing 5468 - 21" oak Removing 5439 - 21" Oak Removing 5470 - 24" oak x 999.0x 1001.0x 1002.0x 1000.0x 1000.5-eof15FILE NO.GRADING 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 BYDATE07/08/20RSMTCWSHEETS GRADING233120-079---CHANHASSEN,MINNESOTATHE BLUFFS AT LUCY LAKESRRGNNE ENIG EDESIENN SATHRE-BERGQUIST, INC.150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000SUSSYRS OER EVRPLACHAN THREE DEVELOPMENT, INC.NO R T H