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\ > <br />CP; <br />I <br />CB--_ __ <br />RE=917.1 15"RCP->> <br />IE=913.8 <br />_ CB- <br />RE=917.3 II <br />I E = 912.9 °o\ <br />\\ <br />I I <br />i� ono <br />�= I U <br />I - <br />I LC) <br />I <br />> _ ,� 8"PVC < <br />SSMH <br />918.85 <br />898.03 <br />5"IRCP ->> <br />C <br />RE=918. <br />IE=91 4. <br />II <br />II I <br />II <br />II <br />I <br />� I <br />_ <br />I(Z <br />II <br />II <br />II I <br />II <br />II <br />II <br />- <br />II <br />II <br />II I <br />II <br />II <br />IIv <br />II I <br />II <br />II <br />II <br />II <br />_ <br />II I <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />IIV <br />II <br />II <br />SSMH _ <br />II <br />RIM=919.0-� <br />IE=896.10 <br />ohe -T o�ie <br />_voh>E - -- ohe <br /><� 24"RC <br />U <br />0-) <br />00 <br />_o <br />J _ <br />/ <br />/ <br />SSMH / <br />RE=920.22 <br />IE=N/A- <br />o <br />C <br />n <br />I <br />\\\,\ <br />CBJ <br />RE=919 <br />IE=913.9 <br />II <br />(I' <br />II <br />II <br />0 <br />QII <br />O <br />Lr II <br />II <br />II <br />II <br />Ld <br />I <br />Q � Ili <br />-27" FES <br />IE=912.7 <br />-CB <br />RE-917.1 <br />i <br />IE=913.8(NW) <br />i IE=913.1(E) <br />i <br />I <br />i <br />i <br />/ <br />CONNECT TO EXISTING <br />15" RCP STM SWR <br />EX. IE 915.2 <br />(FIELD VERIFY) <br />CONNECT TO EXISTING <br />8" PVC SAN SWR <br />EX. IE 905.3 <br />-STMH (FIELD VERIFY) <br />i RE=917.7 REMOVE & SALVAGE <br />HYDRANT, GATE <br />E = 913.7 (E) VALVE, & 8" X 6" <br />IE=913.6(S) REDUCER. CONNECTN-9 <br />i I E913.5(W) TO EXISTING 8" DIP <br />WATER MAIN. <br />i (FIELD VERIFY) <br />/ - - - - - - - -- <br />-15 " R C << <br />n 8"PVC < <br />n <br />21'-15" RCP <br />CL.5 ® 1.0% <br />STMH 101 <br />RE 919.02 <br />IC n1G Al 1Gl, mc, <br />8" STUB <br />IE 906.29 <br />(PLUG END) <br />SALVAGED HYDRANT <br />& GATE VALVE <br />ASSEMBLY. <br />GND. EL. 920.8 <br />SALVAGED 8" X 6" <br />REDUCER <br />58'-12" PE <br />® 0.5% <br />CBMH 104 <br />RE 920.23 <br />IE 916.82 <br />156'-12" PE <br />@ 0.5% <br />CB 105 <br />RE 921.43 <br />IE 917.60 <br />45" L '-- 6" - 45- 1 <br />o BENDS j 37'-8" PVC BENDS ------------------ <br />SCH.40 @ 2.0% _____---------------- ohe -ohe e <br />ohe ohe oFie ohe ohe ohe ohe ohe ohe ohe ohe he j25ohe-- ohe - ohe - ohe ---ohe ohe ohe - - - - <br />------------------- -- -- - - - - -- <br />- -- I- <br />--- <br />---------`/---------^r}-9T^-y^-------------------------- ---------------------------�------------------ <br />-CB <br />CBS/ n RE=920.8 <br />RE=919.9 n I IE=916.6 MAIN <br />IE=915.7 I <br />IE=914.8 <br />-o <br />rCB <br />RE=920.3 <br />% IE=915.5-------- -- - -- <br />--------_________------- <br />-------- --- <br />------------------------- <br />-------------------------------- >-- <br />RE=921.1 <br />IE=917.0 <br />CB- <br />RE=921.8 <br />STREET (CSAH 14) IE=917.9 <br />-------------------------- <br />------------------- <br />< 0 < < 8 PVC <br />PVC , <br />I I <br />, 1 G. <br />RI B 1 \`, l SSMH H' DIP <br />`�CB 8 DIP ------ <br />" `SSMH NOT FIELD LOCATED <br />NOT FIELD LOCATED NOT FIELD LOCATED - - - - - - - - - - - - - - - <br />„ - - - - - <br />i� <br />LEGEND <br />EXISTING PROPOSED <br />PROPERTY LINE -- <br />EASEMENT LINE <br />CURB LINE ___________ <br />BITUMINOUS PAVEMENT F <br />CONCRETE WALK <br />SANITARY SEWER > > <br />STORM SEWER >> >> <br />WATER MAIN <br />OVERHEAD UTILITY ohe <br />MANHOLE H <br />HYDRANT <br />GATE VALVE H <br />CATCH BASIN <br />UTILITY POLE <br />UTILITY PLAN NOTES <br />1. GOVERNING SPECIFICATIONS: THE LATEST EDITION OF THE <br />MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD <br />SPECIFICATIONS FOR CONSTRUCTION", THE CITY OF LINO <br />LAKES STANDARD SPECIFICATIONS AND DETAIL PLATES, AND <br />THE MINNESOTA PLUMBING CODE. <br />2. A MINIMUM OF 7.5 FEET OF COVER SHALL BE REQUIRED FOR <br />ALL WATER MAIN. <br />3. A MINIMUM OF 2 FEET VERTICAL SEPARATION SHALL BE <br />REQUIRED FOR ALL UTILITY CROSSINGS. <br />4. PUBLIC WORKS DEPARTMENT SHALL BE NOTIFIED A MINIMUM <br />OF 48 HOURS FOR ANY REQUIRED WATER MAIN SHUT DOWNS <br />AND/OR CONNECTIONS. <br />5. CITY OF LINO LAKES WATER DEPARTMENT SHALL OPERATE <br />ALL VALVES ON PUBLIC OWNED MAINS AND VALVES <br />CONNECTING PRIVATE LINES TO PUBLIC OWNED MAINS. <br />6. ALL UTILITY TESTING SHALL BE COORDINATED WITH CITY OF <br />LINO LAKES PUBLIC WORKS DEPARTMENT. <br />7. CATCH BASINS IN THE GUTTER LINE SHALL BE SUMPED 0.17'. <br />ELEVATIONS SHOWN ON THE PLANS REFLECT THE SUMPED <br />ELEVATIONS. <br />* FINAL LOCATION OF SERVICES TO BE <br />VERIFIED WITH ARCHITECTURAL AND <br />MECHANICAL PLANS. <br />STORM <br />SEWER SCHEDULE <br />STRUCTURE <br />NEENAH <br />CASTING <br />or EQUAL <br />TYPE & No. <br />SIZE <br />CB-108 <br />24" <br />X 36" <br />R-3067-V <br />CB-107 <br />24" <br />X 36" <br />R-3067-VB <br />CBMH-106 <br />48" <br />DIA. <br />R-3067-V <br />CB-105 <br />24" <br />X 36" <br />R-3067-VB <br />CBMH-104 <br />48" <br />DIA. <br />R-3067-VB <br />CBMH-103 <br />48" <br />DIA. <br />R-3067-V <br />CBMH-102 <br />48" <br />DIA. <br />R-3067-V <br />STMH-101 <br />48" <br />DIA. <br />R-1733 <br />N <br />0 15 30 60 <br />( IN FEET ) <br />BENCHMARKS <br />1. MINNESOTA DEPARTMENT OF <br />TRANSPORTATION GEODETIC MONUMENT <br />GSID STATION NUMBER 92399, MNDOT <br />NAME 0282 S. <br />IELEVATION = 931.47 (NAVD 88) <br />' CALL BEFORE YOU DIG <br />r!1 <br />- <br />Z <br />Q <br />a <br />W <br />(ID <br />00 <br />m <br />ON <br />0 <br />(9 <br />0 <br />lfl <br />Ulu <br />Z <br />� <br />.. <br />z <br />W <br />IL <br />Z <br />L <br />Z <br />0 <br />W <br />CY) <br />J <br />0 <br />-p <br />� <br />00 <br />Z <br />W <br />4-J <br />C <br />Zv) <br />M <br />Z <br />a <br />N <br />C <br />W <br />0 <br />O <br />0 <br />= <br />0 <br />d <br />M <br />Z <br />J <br />(n <br />a <br />W <br />IL <br />a <br />0 <br />J <br />O <br />F�1 <br />J <br />= <br />to <br />�W <br />V) <br />Ce <br />Z <br />a <br />�aJ <br />Z <br />V) <br />O <br />Z <br />� <br />J <br />a <br />W <br />Ce <br />a <br />a0 <br />C <br />0 <br />VZ3 <br />ur) <br />N <br />N <br />W j u) <br />FBI L ern <br />~ � <br />Ce z <br />LU O <br />IL <br />0 <br />r <br />� <br />ro <br />ra <br />L <br />a�U <br />V3: <br />L <br />M <br />REVISIONS <br />DRAWN BY: <br />JTR <br />DESIGNED BY: <br />JTR <br />ISSUE DATE: <br />01/05/18 <br />I hereby certify that this plan, specification <br />or report was prepared by me or under my <br />direct supervision and that <br />I <br />am <br />a duly <br />Licensed Professional Engineer <br />under <br />the <br />laws of the State of Minnesota <br />Name: Joseph T. Radach, P.E. <br />Signature: <br />Date: 01/05/18 License #: <br />45889 <br />C4 <br />of <br />7 <br />