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NORTH LINE F'✓ THE sou IHEA. >T ffl)ARTF'R , <br />-• : f 3E: <br />1S- rwP - --517 R ' <br />NORTHWEST CORNER OF • <br />SOUTHEAST OUARTEF. <br />SEC 18 <br />PPOROSEB <br />... <br />DRAINAGE .. <br />PROPOSED <br />.Y . ,'EA::EMENI <br />POSSIBLE <br />FUTURE <br />BUILDING <br />i <br />'E%I"TING <br />DRAINAGE <br />AND <br />UTILITY <br />EASEMENT <br />EXISTING <br />DRAINAGE <br />R4 AND <br />UTILITY <br />EASEMENT <br />4 <br />EXISTING <br />DRAINAGE <br />AND <br />UTILITY <br />' EASEMENT <br />PROPOSED,/ <br />DRAINAGE' <br />EASEMENT <br />PROPOSED; <br />DRAINAGE' <br />EASEMENT <br />PROPOSED <br />ROAD <br />RIGHT OF BEGIN <br />WAY CONSTRUCTION <br />mat <br />0% <br />a <br />i <br />sa <br />jAN 2006 <br />Cay <br />LA ifEs <br />STORM DRAIN NOTES <br />25 .I <br />C1M .) <br />CM.. P4 <br />CPH n <br />5865 .4 <br />aril 4. <br />ETA 5 <br />NA• C. <br />60' <br />4Y <br />ATN LIVE. <br />90495 .9 <br />9m 4) <br />90) 56 99 ?24 <br />98319 991 <br />3> <br />414 <br />9999+ <br />MLM 999 <br />LEGEND <br />E11511NG <br />PROPOSED <br />u■ LINE <br />1.01 M[ <br />GOMM 6 <br />EASEMENT LWE <br />MT. <br />OKImtAD CABLE N - <br />LP0EMT4XM CAKE <br />040.000 ELLCI1M -- at - <br />MRM?wD ELECIIM - . - <br />00,1 <br />A0801 FCC[ O- <br />MORICAMA0 AMP r0 v.or AD RLEN.DNE - <br />OMCAMO 040LE K - 0 <br />CATCH 0•]18 MNA..8 0 <br />MOM MAMA. <br />RAGED END 1 <br />MC M 2NM <br />GAR MAW <br />AM NroNANt <br />wmommut <br />•_ <br />•0 <br />A <br />STORM DRAIN NOTES <br />CATCH BASINS SHALL NOT BE HACIGILLEO UNTIL FABRIC WRAP IS <br />INSPECTED BY THE CITY. <br />TRASH WARDS SHALL BE PLACED ALL STORM DRAINS AND CULLERIS <br />PROVIDE CLASS IV RIPRAP WITH FILTER FABRIC FOR ALL PIPE OUTLETS. <br />TIE LAST THREE SECTIONS OF CONCRETE PIPE SHALL BE RED, INCLUDING <br />APRON. FOR CONCRETE PIPE LESS THAN 48 -INCH DIAMETER. ALL <br />SECTICMS SHALL BE TIED FOR CONCRETE PIPE OF 45 -1004 DIAMETER OR <br />LARGER. <br />UTILITY NOTES <br />CONTRACTOR SHALL 4010 VERIFY LOCATIONS ARO ELEVATIONS OF CASTING <br />UTILITIES AND TCPOGRAPHIC FEATURES PRIOR TO ME COMMENCEMENT OF <br />STE GRADING. 1HE CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF <br />DISCREPANCIES OR VARIATIONS FROM THE PLANS <br />ALL EXISTING UTILITY LOCATIONS 5110WN ARE APPROMMATE. CONTACT <br />'GOPHER STATE ONE CALL' (651 -454 -0002) FOR URUTY LOCATIONS 46 <br />HOURS PRIOR TO EXCAVATION. <br />UTILITY CO4SIRUCT10N SHALL CONFORM TO THE CURRENT E01TI0N OF <br />STANDARD SPECIFICATIONS FOR WATERMNN AND SERVICE UNE <br />INSTALLATXIN AND SANITARY SEWER *N0 STORM DRNN INSTALLATION" AS <br />PREPARED BY THE CITY ENONE025 ASSOCIATION OF MINNESOTA <br />CATCH BASINS AND MANHOLES IN PAVED AREAS TO BE SUMPED 004 FEET. <br />CATCH BASN5 IN GUTTERS TO 8E BUMPED 0.08 FEET PER DETAILS <br />ELEVATIONS SHOWN ON PLAN DO NOT REFLECT AIMPED 01EV400445. <br />ALL FIRE HYDRANTS SHALL BE LOCATED FIVE FEET BEHIND BACH CF CURB <br />UNLESS OTHERWISE NOIEO. <br />TYPICAL HYDRANT C0N95T5 0F: HYDRANT. DATE VALVE, 2.5 FEET a 9% <br />1801 DIP WATERMAN AND ANY HYDRANT EXTENSION. E%1EN510N5 TO BE <br />INCIDENTAL. <br />HYDRANT TO BE WATEROUR PAM 116-67 851 BURY <br />VALVES SHALL OE RESUENT SEAT CATE - MUELLER A2370 -20 (0R (OVAL) <br />A MINLVUM OF 80 FEET OF COVER 15 REOUIREO OVER ALL NATERMANS, <br />UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE 8E0nRE0 TO MAINTAIN <br />A MINIMUM OF EIGHTEEN INCHES VERTICAL SEPARATELY TO SANITARY SEVER <br />OR STORM ORAN LINES <br />A MINIMUM OF EI041EEN :N04E5 OF YLRIICAL SEPARATION ANTI TEN FEE: <br />OF HORIZONTAL SEPARATION 15 REUSED FOR ALL 41.11ES TALES5 <br />OTHERV05E NOTED <br />ALL SANITARY SEWER PIPE TO 8E POLYVNY, CHLORIDE 'APE (P VG ) 50R <br />26 .1HLESS OTICRWSE NOIEO <br />CONTRACTOR TO TARTAN 45 -8126 1 .PLANS 144010HOUT CONS :M :;'ICY <br />AN0 S:BMI1 THESE PLANS TO ENOYEER UPON 004P•_C1:ON 0' 'ACRH <br />CONTRAC150 10 034;5- FA5TNC *0140,E5 TO MAN.TH PRCPCSE: L-100E <br />