110629 UT PLANCHAD A. MILLNER 43970 3/11/2010 UTILITY CROSS SECTION FINISH GRADE=936.70 933.00 927.00 INV=920.82 SANITARY EXISTING 3.70’9.70’15.88’UTILITY CROSS SECTION FINISH GRADE=935.48 933.00 928.48 INV=921.83 SANITARY EXISTING 2.48’7.00’13.65’UTILITY CROSS SECTION FINISH GRADE=935.50 931.50 928.50 INV=922.05 SANITARY EXISTING 4.00’7.00’13.45’CAM 4-14-10 1 OWNER REVISIONS 1 2 2 CAM 5-7-10 CHANGES FROM CREATION OF A WM PLAN & PROFILE SHEET PER CITY REQUEST 3 BK 9-21-10 RECORD DRAWINGS 2 2 CONTRACTOR 118’94’114’109’127’138’109’94’99’113’46’34’60’77’89’80’64’75’71’81’24’36’ELEVATION 1 2 3 4 5 6 7 8 9 10 11 12 35’56’81’18’LIGHT POLE 27’89’71’11’68’3’932.50 933.00 934.00 9 3 5 .0 0 9 3 6 .0 0 9 3 7 .0 0 935.00 9 3 4 .0 0 9 3 3 .0 0 9 3 2 .5 0 AREA = 2885 SF BIORETENTION BASIN 932.50 933.00 934.00 935.00 AREA = 1668 SF BIORETENTION BASIN 9 0 0 ’-0 "9 0 0 ’-0 "PER DOC. NO. 59447 SANITARY SEWER EASE.PER DOC. NO. 59447 SANITARY SEWER EASE.8 9 0 ’0 "10.00 1 2 5 .0 0 L =5 4 .8 6 R =3 1 4 .3 3 5 2 .0 0 L =3 9 .1 2 R =3 0 6 .0 0 10 10 1 0 1 0 P E R D O C . N O . 5 9 4 4 7 S T R E E T & U T I L I T Y E A S E .1 0 1 0 20 20 W . 7 8 T H S T .BIT SURFACE S U R F A C E B R I C K S U R F A C E B I T SURFACE CONC SURFACE CONC S U R F A C E B I T S U R F A C E B I T S U R F A C E B I T S U R F A C E B I T C O N C S D W K C O N C S D W K SIGN LOTUS S U R F A C E G R A V E L BUILDING HOUSE GREEN HOUSE GREEN W E T L A N D D E L I N E A T E D P R E L I M I N A R Y UP GP 12"12"XX XX GP GP GP GP G 30"10"6"E E E E 4"4"36"8"36"12"8"6"10"8"14"12"12"T XX 10"12"12"4"10"12"12"12"12"16"14"XX XX 12"10"10"14"GP GP GP T 0 feet scale 15 15 30 7.5 1 2 3 4 5 6 7 8 9 10 11 12 13 1 2 3 4 5 6 6 6 6 6 6 6 6 7 7 7 7 7 7 8 8 8 8 8 8 8 9 9 9 10 11 12 13 13 13 12 12 12 10 10 13 14 14 14 14 14 15 15 15 16 17 18 17 18 18 16 16 6 16 6 16 6 16 BASIN TO PREVENT COMPACTION OF UNDERLYING SOILS.LOW IMPACT EQUIPMENT MUST BE USED IN THE BIORETENTION PROTECT TREES UNLESS NOTED TO BE REMOVED PROTECTION SHALL BE INCIDENTAL TO CONSTRUCTION ALL NECESSARY DEWATERING & TRENCH ACCESS TO LOTUS GARDEN CENTER COORDINATE CONSTRUCTION TO RETAIN 10" GATE VALVE & BOX FIRE HYDRANT AND GATE VALVE ASSEMBLY 10" C900 WATERMAIN W/TRACER WIRE OF BUILDING 92’ BETWEEN HYDRANT AND SOUTHWEST CORNER WITH SOCK. INVERT ELEVATION = 931.50 8" PVC SCH 40 PERFERATED UNDERDRAIN DRAINTILE INLET ELEVATION = 932.81 8" PVC STANDPIPE DRAIN.DRAINTILE OUTLET SUMP PUMP HEAT TAPE APPLIED FOR 6’ FROM END OF PIPE THROUGH FOUNDATION WALL DRAINTILE ENCASED IN STEEL CARRIER PIPE WITH SOCK. INVERT ELEVATION = 935.00 8" PVC SCH 40 PERFERATED DRAINTILE INVERT ELEVATION = 933.00 WITH SOCK AND INSULATION. 8" PVC SCH 40 PERFERATED DRAINTILE WITH SOCK. INVERT ELEVATION = 933.00 8" PVC SCH 40 PERFERATED DRAINTILE WITH THE CITY OF CHANHASSEN COORDINATE SANITARY TRUNK PIPE CONNECTIONS INVERT = 921.20 MORTAR. APPROXIMATE EXISTING RCP SANITARY MAIN. ENCASE SADDLE IN SANITARY SERVICE PIPE TO EXISTING 18" INSTALL SADDLE TO CONNECT 6" INSTALL 6" SCH 40 SANITARY SERVICE PIPE SHUT-OFFS WITH CITY OF CHANHASSEN WATERMAIN. COORDINATE WATER WATER SERVICE TO 10" C900 INSTALL 10 X 6 TEE TO CONNECT INSTALL 6" GATE VALVE & BOX INSTALL 6" C900 WATER SERVICE $F I L E $$D A T E $$T I M E $DATE APPROVED BY:DESIGNER:BY NO.REVISIONS DATE FILE NO.DESIGN TEAM Reg. No.CHECKED BY:signature:printed signature:Date:PH 800 734-6757 PH 952 912-2600 FAX 952-912-2601 MINNETONKA, MN 55343-9100 10901 RED CIRCLE DRIVE, SUITE 200 CENTE110629 CDM ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER CAM CAM CHANHASSEN, MN 55317 2025 COULTER BLVD, SUITE 215 CENTER COMPANIES, LLC 3/11/2010 DEVELOPMENT RETAIL LOTUS C6 L E V E L 5 8 C A N N O N P L O T B O R D E R L E V E L 6 0 H P 5 0 0 0 P L O T B O R D E R UTILITY PLAN C6 RECORD DRAWING DATE CHAD MILLNER - SEH 9-21-2010 MINGER CONST.GENERAL SITE NOTES:CONSTRUCTION NOTES:NORTHING EASTING E INV = 933.23 N INV = 933.20 936.66 563734.387 181404.303 12 S&E INV = 932.58 N INV = 932.56 935.53 563738.378 181560.236 11 933.52 563870.291 181541.139 10 932.20 563853.261 181603.677 9 932.14 563855.293 181618.806 8 932.14 563817.065 181603.667 7 932.27 563817.797 181619.162 6 932.39 563722.937 181594.334 5 932.51 563665.420 181598.649 4 932.45 563665.420 181609.461 3 932.40 563594.015 181597.533 2 932.35 563594.015 181610.600 1 104’