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\ \ \\ `\`� � \ '\ \ \ \ \ \ <br />\ \\ \ \ \\ \,,,),".,`,:\ \ \ \ \ \\\.\\\ \ <br />\' \ \ \ \ \ <br />\\ \ \� \ — `\ \ \ \ \\ ` �\ \ \�\ \\ \ \\ <br />\ \� \ \\ \ \ \ \ \\ \ \ \ \ \ \ ` 0arnm <br />\ \ \ \\ \ 1 \ \ �/ 882------ _- - - - - -/ <br />\ \ \� - -____ I \ � / /' _ <br />I <br />\\\�'- A_ —886 <br />\ L —890 <br />\ <br />1 892 - <br />893— <br />- _ - -__ III // <br />1 I I / / <br />I I 1 <br />I I 11 I <br />1 1 1 1 <br />I ) ( 1 <br />L_ <br />c <br />1 1 <br />i7 <br />z <br />01 <br />/ <br />A <br />A <br />LIJ <br />A <br />A <br />L <br />r <br />3 <br />4 <br />5 <br />.<",1 I I i <br />19MH J O <br />13 ' <br />11111111141 -111i <br />GATT =VAL <br />II II <br />1L J <br />MW1 <br />—J <br />• ' ,u I <br />II!i. <br />NOTES <br />1. AU. WATERMAN SHALL BE DUCTILE IRON. CUSS 52, MTIH 7.5 FOOT MINIMUM COVER. <br />2. ALL SANITARY SEWER PIPE SHALL BE PVC ASTM 3034 STIR 35 UNLESS OTHERWISE INDICATED. <br />3. WATER SERVICES SHALL BE 1' TYPE K COPPER. <br />4. SANITARY SERVICES SHALL BE 4' PVC STIR 35. <br />i F THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE HE OR SHE SHALL NOTIFY THE <br />ENGINEER MTH THE LOCATION. SIZE INVERT AND IF THE TILE UN0 I5 ACTIVE NO ACTIVE DRAIN TILE <br />SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER <br />F <br />w <br />2 <br />( <br />— 1 <br />" GATE VALVE <br />8"x 6" TEE <br />6" GATE VALVE <br />HYDRANT <br />A <br />LA CI <br />U Z <br />Etl 0 <br />a <br />LHJ O <br />3 <br />4 <br />5 <br />KILLDEER DRIVE <br />1 F a <br />0 <br />50 <br />SCALE IN FEET <br />100 <br />900 <br />895 <br />890 <br />885 <br />880 <br />EX <br />-MH <br />900 -9 <br />MM -$0 <br />60.55 <br />MH -11- <br />f199.01- <br />PROPOSED - -ORADE <br />WIZ . <br />Pa7.90 - <br />34H :133 <br />b94T <br />MK 14 <br />900-70- <br />R <br />ED:GR0O <br />PROFILE - <br />0 <br />900 <br />......... <br />.. <br />EX1S1NG 8- -WATERMAIN <br />..... (1JERIFRIF Y - LOCATWN3 <br />tE)ASIM ..R..SANITARX: $JVA' <br />-- - ----- {VERIFY LOCATION) <br />L r: 8" <br />PVC 5DR'35 <br />0 0-40% <br />260 1F-- -8 "-PVC <br />FOR -35- 0-0.40% <br />941f ; :8": PVC - <br />SDR 35:9 :Q -40% <br />104 LF -8" <br />.....P.VC SDR:35 <br />0.0.40% <br />875 <br />a. <br />TOP OF 11W- TER -890.6 <br />0 <br />0 An <br />DIRECTIONAL .BORE <br />180 tF. --. -8' • HOPE <br />0.... <br />03 <br />a- <br />11 <br />. 2"- FM <br />N <br />8 <br />M) <br />10 <br />Hn <br />.to <br />JO <br />O <br />m- <br />z <br />05 <br />xW <br />m <br />JUL: :14 21 6: <br />0 1 +00 2 +00 <br />THE SUBSURFACE UTILITY NFORMATION SHOWN CN THESE PLANS IS A UTTUTY OUAUTY LEVEL D. THIS DUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CUASCE 38-02. TITIED <br />'STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA.' THE CONTRACTOR AND /OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL <br />EASING UT1UIIES BEFORE COMMENCING WORN, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND /0R SUBCONTRACTOR AGREE ID 80 FULLY <br />RESPONSIBLE FOR ANY AND ALL DAMAGES, MACH MIGHT BE OCCASONED BY HIS OR HER FMWRE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UIRITIES (UNDERGROUND AND OVERHEAD). <br />vsn m <br />3+00 4+00 5+00 6 +00 <br />895 <br />890 <br />885 <br />880 <br />75 <br />X <br />° <br />0 <br />a <br />8 <br />0 <br />CO <br />U <br />m <br />Q <br />10 <br />C13 <br />z <br />m <br />z <br />0 <br />a <br />N m <br />9 <br />N <br />9* <br />REVISED PER CITY RFIAARRS <br />9HELT NUMBER <br />C.6.01 <br />RE7 . <br />X <br />