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SWR. `� v <br />TO PROVIDE MINIMUM <br />OF 24" SEPARATION. <br />INSULATE CROSSING. <br />r / <br />48'-12" PE <br />® 0.45% <br />nr 65'-4" P RF. <br />/ 6" CLEANOUT a °T cr PE DRAINTILE <br />IE 911.9 0 °T W/SOCK <br />(c) <br />ZURN Z886 �CB 104 er V �o�\JJ 50'-4" PERF. <br />/ RE 918.53 �`vv o V PE DRAINTILE REMOVE &REPLACE IN <br />TRENCH DRAIN <br />u / IE 914.88-12" SE v �`�v W/SOCK KIND EX. CONCRETE <br />CURB & GUTTER AND <br />/ / CBMH 103 �j v �`�v BITUMINOUS PAVEMENT <br />J <a // / ROOF GUTTER // RE 918.43 ` <br />AS REQ'D FOR UTILITY <br />/ (TYP) ° IE 914.66-12" NW,SE 30'-4" PERF. CONNECTION. <br />PE DRAINTILE <br />DOWNSPOUT W/SOCK v ���s�'3` <br />u u v 2g0 CONNECT TO EX. <br />163'-12" PE °r v\ " 12" DIP WM W/ <br />®0.45% mor ` ��� vv v �� �� ` & 6'X G.V. W&TBOXP <br />/ROOF GUTTER / 00 GU ER <br />x <br />/ ll 11 <br />(TYP) n °P ° ° ' (TY <br />HYDRANT <br />CBMH 1°' vv 12'-6" DIP CL -52 <br />j ii l ii l 40', RE 917.33 �t+ \ ,\ \\ GND. EL. 918.7 <br />m illl l it l ®2 pq pVC ° IE 913.93- 2.. N vvv vvvvv <br />2 i ii ill l <br />9 j2 IE 913.93-15" <br />6PVS powC& EF�Re) TDOMET/wMSER NSPOU <br />ff <br />ZURN Z886 <br />EM " PROPOSED <br />RPOSEpB/LO/C <br />III❑ 921,0 TRENCH DRAIN (CONNECT DOWNSPOUT v\ <br />\ <br />�v <br />\\II <br />\ <br />TO TRENCH DRAIN) <br />/ ee 50'-4" PERF. <br />PE DRAINTILE I <br />/ W/SOCK l i v <br />it I V ii <br />1 11 CORE -DRILL INTO EXISTING <br />107'-15" PE I ii I I CATCH BASIN & CONNECT <br />® 0.35% , I n I EX. IE 913.00 <br />v //�� / ° ° � � ► i/ � � ii I (RO <br />ECD VERIFY) <br />m i"" o -� CBMH 101 / l li I l <br />he <br />v <br />one 'RE 917.00 V <br />'he IE 913.56-15" NW,SE <br />® 0.35 <br />y he vohe EXISTING <br />9 <br />-he / WETLAND <br />U <br />Vamu -� he <br />V�4g <br />Ohl <br />Ile - <br />ug \ \ \.\ oho <br />V <br />119 <br />� e ue ug Ir \ °he \ ug ohe\// <br />11 11 / <br />ue ug <br />R1M,g\ \ u9 ohe <br />2p, �- <br />\ NV_g�4 <�3 \R ohe 129 i it <br />V/ ue ohe <br />u <br />g � � °he <br />u he <br />9 <br />� o <br />ue 9Ue o \ <br />\ yM 'y\` ue ` \ \ \\ U,' ` I ohe \ <br />\\ AN po3� ue \ 9 <br />` ,4D �Qe <br />C <br />V INV, 97g9 <br />PROPERTY LINE <br />EASEMENT LINE <br />CURB LINE <br />BITUMINOUS PAVEMENT <br />CONCRETE WALK <br />LEGEND <br />EXISTING PROPOSED <br />------ ---- <br />SANITARY SEWER --->->- <br />STRUCTURE <br />STORM SEWER <br />- »--M <br />WATER MAIN <br />- - - - <br />UNDERGROUND GAS <br />ug <br />UNDERGROUND ELECTRIC <br />ue <br />OVERHEAD ELECTRIC <br />one <br />WETLAND <br />- - <br />FENCE LINE <br />24" X 36" <br />MANHOLE <br />O <br />HYDRANT <br />HYD MH <br />GATE VALVE <br />x <br />UTILITY POLE <br />-0 <br />LIGHT POLE <br />0 <br />SIGN <br />CY) <br />ELECTRIC METER <br />O <br />CURB STOP <br />o <br />CLEANOUT <br />o <br />HAND HOLE <br />O <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 HUGO <br />STANDARD SPECIFICATIONS AND ENGINEERING GUIDELINES AND <br />THE MINNESOTA PLUMBING CODE. <br />2. A MINIMUM OF 7.5 FEET OF COVER SHALL BE REQUIRED FOR <br />ALL WATER MAIN AND FORCE MAIN. <br />3. A MINIMUM OF 2 FEET VERTICAL SEPARATION SHALL BE <br />REQUIRED FOR ALL UTILITY CROSSINGS. <br />4. ALL UTILITY TESTING SHALL BE COORDINATED WITH CITY OF <br />HUGO PUBLIC WORKS DEPARTMENT. <br />5. CATCH BASINS IN THE GUTTER LINE SHALL BE SUMPED 0.17'. <br />ELEVATIONS SHOWN ON THE PLANS REFLECT THE SUMPED <br />ELEVATIONS. <br />6. EACH ZURN Z886 TRENCH DRAIN TO INCLUDE TWO 4" END <br />OUTLETS (E4), HEEL -PROOF DUCTILE SLOTTED GRATE (HPD), <br />AND SHALL BE INSTALLED PER MANUFACTURER. TRENCH <br />DRAIN TO OUTLET AT THE CURB FACE. <br />STORM SEWER SCHEDULE <br />STRUCTURE <br />NEENAH <br />CASTING <br />or EQUAL <br />TYPE & No. <br />SIZE <br />CBMH-101 <br />48" DIA. <br />R-4342 <br />CBMH-102 <br />48" DIA. <br />R -3250-A <br />CBMH-103 <br />48" DIA. <br />R -3250-A <br />CB -104 <br />24" X 36" <br />R -3250-A <br />UTILITY CROSSINGS <br />Q1 TOP 6" WATER: 908.3 <br />BOTTOM 6' SANITARY: 910.3 <br />CLEARANCE: 2.0 FT. <br />(INSULATE CROSSING) <br />0 15 30 60 <br />( IN FEET ) <br />O <br />11 BENCHMARKS 11 <br />1. CB RIM ALONG NORTH SIDE OF FRENCHMAN <br />RD. N., MIDDLE OF PROPERTY, PER PLANS <br />PROVIDED BY PLOWE ENGINEERING, INC. DATED <br />10/18/12 - ELEVATION = 920.05 <br />2. CB RIM IN END RADIUS ON NORTH SIDE OF <br />FRENCHMAN RD. N., SE CORNER OF PROPERTY, <br />PER PLANS PROVIDED BY PLOWE ENGINEERING, <br />INC. DATED 10/18/12 - ELEVATION = 918.86 <br />CALL BEFORE YOU DIG <br />Know what's below. <br />0111 before you dig. <br />z <br />rn <br />ul <br />Z c <br />} <br />m 0 <br />O �C:)0 <br />i z <br />W <br />IL <br />Z <br />L <br />Z <br />0 <br />W N <br />CY) <br />p1 N <br />Z <br />00 <br />W C <br />Z <br />M <br />cin0 <br />fa <br />� <br />� N <br />} � <br />Z I1 <br />N <br />W 0 <br />Q) <br />O <br />0) <br />_r_ <br />00 <br />d <br />M <br />Z <br />0 <br />Z <br />foO <br />J <br />a <br />W <br />cn <br />N <br />C <br />� <br />W <br />H <br />J <br />0 <br />N <br />N= <br />0 <br />Ce <br />(D <br />0 <br />L(1 <br />N <br />�z <br />c � <br />N <br />Z <br />Q v) <br />C 4-J <br />c rn <br />Vru <br />m 2 <br />Q <br />0 <br />0 <br />Lf) <br />,O <br />V <br />L <br />REVISIONS <br />1. 02/09/16 Per City comments. <br />2. <br />3. <br />4. <br />5. <br />6. <br />DRAWN BY: <br />BRS <br />DESIGNED BY: <br />JTR <br />ISSUE DATE: 01/06/16 <br />I hereby certify that this plan, specification <br />or report was prepared by me or under my <br />direct supervision and that I am <br />a duly <br />Licensed Professional Engineer under <br />the <br />laws of the State of Minnesota <br />Name: Joseph T. Raaddacchh, P.E. <br />Signature: <br />Date: 01/06/16 License #: 45889 <br />C6 <br />of <br />8 <br />