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IR <br />wo <br />� 1 <br />LC) <br />(COUNTY <br />�-NW C01U101 OF <br />��11'"' SW 1/4 CF NW 1/4 6 <br />5EC110N 7, T31, 822 <br />1 ▪ N8• 7•36' 19°E <br />360.00 <br />'53 <br />if' )INQ• CIINEMINICHNI MOM <br />CENTURY FARM NORTH <br />6TH ADDITION 1289 53 <br />8T36' 19'E _ �.... a �' "� <br />swam �aowo., ,>•� ®®v�_.�,A :rte �O, . awW>•. <br />CENTURY FARM NORTH <br />5TH ADDITION <br />OUCLOT 8 - 3RD ADD <br />MOMM101' I. d <br />I � <br />�uW�1r�n� sw _ neo • � mao <br />BLOCK I. <br />iliflwl�l__ �t <br />__ <br />• <br />- m <br />L <br />S5 <br />I <br />9,86.97 <br />N87'36'19 E <br />6 <br />I <br />INIFOR <br />C <br />WETLAND <br />r <br />S13 <br />c <br />11 <br />M <br />4 <br />OD <br />CEIMBY <br />/6 <br />P14y4TETE OgK.. <br />STORM SEWER SCHEDULE <br />WATERMAiN LOOP <br />I\ <br />CENTURY FARM NORTH <br />STORM SEWER STRUCTURE <br />SCHEDULE <br />_.. <br />__. '.. PIPE <br />PIPE. <br />STRUCTURE <br />RIM <br />INVERT <br />DEPTH <br />INVERT <br />INVERT <br />FLOW TO <br />SLOPE <br />PIPE SIZE <br />LENGTH <br />CAPACITY <br />ELEV <br />OUT <br />FT <br />IN <br />IN <br />887.08 <br />5. <br />IN <br />LF <br />CFS <br />M 62 <br />901.52 <br />882.42 <br />883.47 <br />CB 190 <br />900.66 <br />896.15 <br />4.51 <br />- <br />- <br />CB 191 <br />0.4 <br />15 <br />34 <br />4.09 <br />M H 64 <br />901 .30 <br />884.05 <br />884.10 <br />M H 65 <br />CB 191 <br />900.66 <br />895.77 <br />4.89 <br />896.00 <br />- <br />C13192 <br />0.32 <br />18 <br />127 <br />5.94 <br />886.07 <br />886.12 <br />M 67 <br />900.44 <br />887.23 <br />CB 192 <br />900.15 <br />895.13 <br />502 <br />895.36 <br />- <br />CB 193 <br />0.32 <br />18 <br />34 <br />5.94 <br />MH 69 <br />902.24 <br />883.83 <br />883.88 <br />CB 193 <br />900.15 <br />894.49 <br />566 <br />895.03 <br />- <br />FES 194 <br />0.28 <br />21 <br />139 <br />8.36 <br />FES194 <br />- <br />- <br />894.10 <br />- <br />POND 'G' <br />UWL895.5 <br />CB 198 <br />900.10 <br />895.59 <br />4.51 <br />- <br />- <br />08 197 <br />0.4 <br />15 <br />80 <br />4.09 <br />CB 197 <br />89970 <br />895.19 <br />4.51 <br />895.27 <br />CB 196 <br />0.4 <br />15 <br />34 <br />4.09 <br />CB 196 <br />899.70 <br />894.82 <br />4.88 <br />895.05 <br />FES 195 <br />0.32 <br />18 <br />83 <br />5.94 <br />FES 195 <br />- <br />- <br />894.55 <br />POND G' <br />Non. 895.5 <br />FES 201 <br />0.00 <br />891.91 <br />POND E' <br />NWL894.8 <br />CB 202 <br />899.64 <br />851.96 <br />7.68 <br />892.65 <br />894.62 <br />FES 201 <br />0.22 <br />24 <br />24 <br />10.59 <br />CB 203 <br />899.99 <br />895.48 <br />4.51 <br />- <br />CB 202 <br />1 <br />15 <br />86 <br />6.47 <br />CB 204 <br />899.64 <br />892.77 <br />6.87 <br />893 <br />CB 202 <br />528 <br />21 <br />44 <br />8.36 <br />CB 205 <br />89934 <br />893.99 <br />5.35 <br />894.22 <br />894.49 <br />CB 204 <br />0.32 <br />18 <br />310 <br />5.76 <br />CB 206 <br />89934 <br />894.83 <br />4.51 <br />- <br />CB 205 <br />0.4 <br />15 <br />34 <br />4.09 <br />CB 207 <br />900.06 <br />895.33 <br />4.73 <br />895.41 <br />CB 205 <br />0.4 <br />15 <br />277 <br />4.09 <br />CB 208 <br />900.06 <br />895.55 <br />4.51 <br />- <br />08 207 <br />0.4 <br />15 <br />34 <br />4.09 <br />SANITARY SEWER SCHEDULE <br />CENTURY FARM NORTH <br />SAN. SEWER STRUCTURE <br />SCHEDULE <br />STRUCTURE <br />RIM <br />INVERT <br />INVERT <br />INVERT <br />ELEV <br />OUT <br />IN <br />IN <br />Ex MH 61 <br />900.83 <br />881.77 <br />881.82 <br />887.08 <br />M 62 <br />901.52 <br />882.42 <br />883.47 <br />M H 63 <br />901.52 <br />883.32 <br />883.37 <br />883.37 <br />M H 64 <br />901 .30 <br />884.05 <br />884.10 <br />M H 65 <br />900.30 <br />884.76 <br />884.81 <br />884.92 <br />MH 66 <br />899.93 <br />886.07 <br />886.12 <br />M 67 <br />900.44 <br />887.23 <br />MH 68 <br />901.50 <br />885.31 <br />885.36 <br />MH 69 <br />902.24 <br />883.83 <br />883.88 <br />UTILITY NOTES <br />(01 00 20 0 <br />SCALE 1' = 100' <br />1. CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES <br />PRIOR TO THE COMMENCEMENT OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF <br />DISCREPANCIES OR VARIATIONS FROM THE PLANS. <br />2. ALL EXISTING U11UTY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651 - 454 -0002) <br />FOR U11UTY LOCATIONS, 48 HOURS PRIOR TO EXCAVA11ON. <br />3. UTIUTY CONSTRUCTION SHALL CONFORM TO THE CITY OF UNO LAKES STANDARDS OR TO THE CURRENT EDITION OF <br />"STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE UNE INSTALLATION AND SANITARY SEWER AND STORM <br />SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA <br />4. ALL WATER SERVICE PIPE TO BE TYPE "K" COPPER PIPE UNLESS OTHERWISE NOTED. <br />5. MAINTAIN 8.0' OF COVER OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO <br />MAINTAIN A MIN. 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER UNES. <br />6. A MINIMUM OF 18" OF VERTICAL SEPARATION AND 10' OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTIUTIES, <br />UNLESS OTHERWISE NOTED. <br />7. ALL SANITARY SEWER PIPE TO BE POLYVINYL CHLORIDE PIPE (P.V.C.) SDR 26 UNLESS OTHERWISE NOTED. <br />& CONTRACTOR SHALL MAINTAIN AS -BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO <br />ENGINEER UPON COMPLETION OF WORK. <br />PUD /Preliminary Plat Ammendment <br />CENTURY FARM NORTH <br />PROPOSED UTILITY PLAN <br />CENTURY FARM NORTH <br />U <br />z <br />1- <br />Z <br />CW <br />G <br />o_ <br />0 <br />J <br />LU <br />W <br />0 <br />85 <br />J z <br />z2m <br />lx N <br />z <br />cc <br />} <br />- 0 <br />cc <br />0 <br />�:1ma <br />S0 •sos9 <br />r <br />N <br />5 5 <br />it <br />E <br />E <br />is <br />E <br />rc <br />0 <br />N. <br />DRAM <br />JCJ <br />CHECKED <br />JCJ <br />PRO.ECf <br />912.3030 <br />DATE 3 -11 -13 <br />SHEET i <br />8 of 8 <br />