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90 -803.7 <br />720.903.75 <br />1E(SE)P899.20 ).89 <br />IE(W)- 2. 9 <br />9. <br />1E(SW)P891.99 <br />IE(NE).891.39 <br />7Y -6" PVC 0 1.049 <br />RD -112 <br />RE■905.00 <br />7223; <br />10.600.00 <br />1/4 R, <br />b <br />Pepe . 0@W� <br />915$ 9 <br />223 <br />25 8fry0 <br />0400 <br />aR� <br />82 <br />236' -3r RCP 0 0.155 <br />CBMH -102 <br />720.901.77 <br />IE(5).897.77 <br />IE(SW)- 691.04 <br />1E(NE)■690.44 <br />RD -113 <br />RE- 905.00 <br />IE■898.51 <br />1' -8" PVC 0 1.04% <br />-s <br />d' <br />15 0 30 <br />3151' -40" RCP 41 0.10: <br />5164 -101 <br />60.900.0 <br />I0 =890.05 <br />54' -42" RCP @ 0.10% <br />FE5 -100 <br />I9- 990.00 <br />126' -24" RCP 0 0.259 <br />126' -24" RCP 0 1.912 <br />HYDRANT 8/08 <br />GROUND EL -905.6 <br />8 "X6" REDUCER <br />2- 6" -45' BENDS <br />5TMH -104 <br />RE -905.6 <br />IE■B94.46 <br />8" GATE VALVE <br />8" TEE <br />CONNECT <br />TO <br />TERMAIN, <br />• B MOTHERS <br />88-2 <br />RE■904.90 <br />I0■893.42 <br />7 <br />035 <br />aE`5�5 , <br />649g\yy9 \ ohN• <br />• <br />5� <br />so- -CA <br />123' -16" RCP 0 4.805 <br />0889 -108 <br />RE.905.30 <br />10(5)-896.69 <br />IE(N)- 698.29 <br />8- -22.5" BEND <br />8 "- 11.25" BEND <br />MN -1 <br />RE-904.50 <br />19.892.97 <br />5TMH -105 <br />RE -906.0 <br />I0- 894.77 <br />34' -24" RCP 0 0.202 <br />0946 -106 <br />991904.66 <br />lE(SW)■895.64 / <br />IE( 895.44 ^� <br />IE(NE)•894.84 <br />• <br />/ <br />• <br />RD-114 <br />RE +908.0 <br />I9- 905.06 <br />EXTEND 6" PVC STUB <br />73' -12" RCP <br />@ 6.055 <br />140' 715" RCP 0 3.975 <br />CBMH -107 <br />RE -905.52 <br />IE- 901.52 <br />1 <br />fPVC 0 1.045 <br />102' -8" PVC @ 1.509 <br />5TMH -109 <br />RE.1606.75 <br />IE(S,SE).901.47 <br />IE(NW).901.00 <br />78' -8" PVC 0 1.969 <br />EXTEND 6" DIP STUB <br />CONNECT TO EX1511149 STUB <br />(FIELD VERIFY 000ATI0N) <br />CONNECT TO EXI5TNC STUB <br />IE =893.61 (FIELD VERIFY) <br />" DIP STUB 19/06 (BY OTHERS) <br />" PVC STUB (BY OTHERS) <br />15 0 <br />30 <br />nl_n p0 <br />2005 <br />Paar <br />�-- UTILITY NOTES: --$-- <br />1. CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND <br />ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC <br />406106E5 PRIOR TO THE COMMENCEMENT OF SITE GRADING. <br />THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER <br />OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. <br />2. ALL EXISTING UTILITY 10060ON5 SHOWN ARE APPROXIMATE. <br />CONTACT "GOPHER STATE ONE CALL" (651- 454 -0002 OR <br />80D -252 -1166) FOR U00TY LOCATIONS, 72 HOURS PRIOR TO <br />CONSTRUCTION. <br />3. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT <br />EDITION OF "STANDARD 958060ATONS FOR WATER MAIN AND <br />5ERWCE UNE INSTALLATION" AND "SANITARY SEWER AND <br />STORM 5EWER INSTALLATION" AS PREPARED BY THE CITY <br />ENGINEERS 45500ATON 04 MINNESOTA, AND SHALL CONFORM <br />6194 CITY REQUIREMENTS. <br />4. REFER TO SITE PLAN FOR CURRENT HORIZONTAL <br />DIMENSIONS AND LAYOUT. <br />5. ALL WATER PIPE SHALL BE 00000E IRON PIPE (DIP) CLASS <br />52 UNLESS OTHERWISE NOTED. <br />6. ALL SANITARY SEWER PIPE SHALL BE PO.YVWYL CHLORIDE <br />PIPE (PVC) 50P 35 UNLESS OTHERWISE NOTED. <br />7. ALL STORM SEWER PIPE SHALL BE REINFORCED CONRETE <br />PIPE (RCP) UNLESS OTHERWISE NOTED. <br />E. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF <br />STRUCTURES. <br />9. CATCH BASINS AND MANHOLES M PAVED AREAS SHALL BE <br />SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE <br />SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SN041N ON <br />THIS PLAN D0 NOT REFLECT SUMPED ELEVATIONS. <br />10. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND <br />BACK OF CURB UNLESS OTHERWISE NOTED. <br />11. TYPICAL HYDRANT CONSISTS OF: HYDRANT. GATE 60,11,E, <br />2.5' OF 6" DTP WATERMAIN AND ANY HYDRANT EX1EN909. <br />HYDRANT EXTENSIONS SHALL BE INCIDENTAL <br />12. A MINIMUM OF 8 FEET OF COVER 15 REQUIRED OVER ALL <br />WAIERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE <br />REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL <br />SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA <br />DEPTH WATERMAIN 15 INCIDENTAL <br />13. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND <br />10 FEET OF HORIZONTAL SEPARATION I5 REQUIRED FOR ALL <br />UTILITIES, UNLESS OTHERWISE NOTED. <br />14. COORDINATE LOCATIONS OF SERVICE 00990 DON5 AND <br />SIZES WITHIN THE BUILDING WITH TIE MECHANICAL DRAWINGS. <br />15. COORDINATE INSTALLATION AND SCHEDULING OF NEW <br />01LITIE5. IRRIGATION SYSTEM, AND UN084011 IN5 14TH <br />ADJACENT CONTRACTORS AND CITY STAFF. <br />16. CONTRACTOR SHALL MAINTAIN A5 -BUILT PLANS <br />THROUGHOUT CONSTRUCTION AND SUBMIT 11105E PLANS TO <br />ENGINEER UPON COMPLETION OF WORK. <br />4-- STRUCTURE SCHEDULE -0)- <br />5117114111RP EIZE CASTING` <br />4TH -1 48" DA. R -1642 <br />1.16 -2 48" DIA. R -1642 <br />8184 -101 66" 01A. R -1642 <br />CBMH -102 66" DIA. R- 3067 -8 <br />C8MH -103 56" DIA R- 3067 -V <br />518094-104 46" 018. 6 -1842 <br />ST/01-105 48" DIA. R -1642 <br />C91,01- 100 48" DIA. R- 3067 -6 <br />013415 -107 48" DIA. R- 3067 -V <br />0894 -108 48" DA. 6- 3061 -V <br />51118 -109 48" DIA R -1642 <br />• NEENAH FOUNDRY COMPANY OR APPROVED EQUAL <br />FOR REVIEW ONLY <br />NOT FOR CONSTRUCTION <br />@ 02,010f1- 2905, 4 MIW W 64014, NE, me M06eCI980II0093AMnxops <br />ARCHITECT /ENGINEER <br />PLANNER <br />HARTFORD <br />P <br />1 WM e*99 695 W pm, 0x8 061 <br />m Pwxed b^+P10x 0// <br />6690n 0d RI 148oAdl <br />Lased PMm.m EnOner M0x IM <br />Ws N W slee4 of Woneadn <br />Axes LL Ammo <br />00_ Dame m. 42723 <br />CONSULTANT: <br />OWNER: <br />LEGACY <br />HOLDINGS -LL, LLC <br />1%S>tsmFE We <br />E, NN. <br />Ps2- 741700 <br />952.704201 <br />PROJECT: <br />LEGACY AT <br />WOODS EDGE <br />LAKEWOOD <br />APARTMENTS <br />LINO LAKES <br />MINNESOTA <br />ISSUE: <br />08/15/05 CRY 5098014 <br />09/27/95 REV PER CITY <br />G REV. THIS SHEET <br />0 NO REV. THIS SHEET <br />SHEET TITLE: <br />UTILITY <br />PLAN <br />SHEET NUMBER: <br />C4.0 <br />