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EX. STMH <br />EX. CB RIM-934.8 <br />RIM-934.1 INV-929.7(E) <br />NV=929.6 INV=929.6(N) g <br />SUMP=929.4 <br />EX. CB <br />RIM=934.3 <br />NV=929.9 <br />CD <br />z <br />o ' <br />Z) <br />CD <br />co <br />W <br />CONNECT TO EXISTING 8" CIP <br />WATERMAIN WITH 8" X 6" <br />TAPPING SLEEVE AND VALVE <br />/ VE <br />WASH /�CTO <br />1V 41o�T <br />�NCT pN ���� � <br />COUNTY � �o 4 <br />RECTO <br />7 CONNECT TO EXIST. <br />C-504 MH WITH INSIDE DROP US H/C AL RA/L <br />INV.925.35 HWAY N ROA p A <br />p' 6 � UT HpRI <br />EX. CB <br />7 RIM=933.5 <br />===-1N�V- 929.2 <br />6�PVC@�2% MIN <br />)UT <br />YP) <br />LINV 927.1 <br />3 <br />INV 929.1 <br />RETAIL <br />i <br />3 <br />FFE 935.1 <br />6"X6"TEE6" <br />U&FDC <br />GATE VALVE <br />3 <br />HYDRANT <br />' <br />3 <br />6" 45° BENDS (2) <br />g 3 <br />FDC <br />7 CONNIJCT <br />TO EXIST. MH <br />C-504 W/ INSI�E DROP INV. 927.45 <br />RETAIL <br />ADJUS RIM ELEV 935.0 <br />3 <br />1 FFE 936.5 <br />/ <br />INV 928.5 <br />Err PVC <br />o <br />/ M/N <br />I <br />- WL = _31 _ <br />WL / WG � <br />`\ W` \ WL <br />WL <br />4, / <br />\ i <br />UTILITY PLAN <br />ill =30' <br />NOTE: ALL EXISTING UTILITY EASEMENTS TO BE VACATED AND REPLACED WITH <br />PLATED EASEMENTS CENTERED ON EXISTING PIPES. <br />CONNECT TO EXISTING 8" CIP <br />WATERMAIN WITH 8" X 4" <br />5 <br />TAPPING SLEEVE AND VALVE <br />CLEAN OUT <br />C-504 (TYP) <br />_ <br />- <br />- <br />-X. <br />RIM=932.8 <br />� <br />INV=928.6 <br />EX. CB <br />RIM=932.3 <br />INV=928.1 <br />EX. CB <br />i � <br />RIM_ 9COU32 1 _- <br />INV <br />-__ <br />w=-=Wv <br />- - <br />- <br />_ <br />INV 926.6 <br />w= C - <br />_ou <br />TN H <br />INV928.6 <br />'-_ W=-C <br />C <br />=ou <br />- <br />RETAIL <br />, <br />8' <br />EIN <br />FFE 934.6 <br />FDC <br />\ 1v< <br />\ WL 1 <br />EGG LAKE <br />OHW=926.62(NAVD88) <br />UTILITY NOTES <br />WL <br />ADJUST RIM <br />TO 933.7 <br />CONNECT TO EXISTING 8" CIP <br />WATERMAIN WITH 8" X 6" <br />TAPPING SLEEVE AND VALVE <br />GATE VALVE 4 <br />(TYP) C-504 <br />HYDRANT <br />(TYP) (.3 <br />504 <br />CONNECT TO EXISTING 8" <br />PVC SAN SEWER W/ <br />8" X 6" CUT -IN WYE <br />INV 921.4 <br />INSTALL 4.4' VERT. RISER <br />\\ <br />O�Q <br />\o <br />RESTAURANT FDC �►QJG@ <br />FFE 935.0 INV 927.0 <br />I <br />6"X6"TEE <br />6" - 45° BEND o� <br />�l <br />2 PIPE BEDDING <br />C-504 (TYP) <br />�a <br />w� <br />m <br />ADJUST RIM TO MATCH <br />GRADE. PLUG SOUTH INLET <br />F__ <br />�= o <br />� J Im <br />SERVICE <br />C 504 CONNECT <br />(TYP) <br />CARDEN <br />HMH_ <br />C �\, INV=920.9 -� <br />\ q FUTURE EVENT a� <br />CENTER <br />LWL ------\ WL \ * <br />CDx <br />U) <br />N. <br />\ \ <br />1. VERIFY ALL CONNECTIONS TO EXISTING UTILITY SERVICES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN <br />LOCATED UTILITIES AND THE EXISTING CONDITIONS PLAN SHOULD BE NOTED AND FORWARDED TO THE ENGINEER. \ \ <br />2. CONTRACTOR TO PROVIDE ADEQUATE MEANS AND METHODS TO ASSURE ADJACENT PROPERTY IS NOT DAMAGED \\ \ <br />DURING UTILITY INSTALLATION. \ \ <br />3. PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. <br />4. UTILITY SERVICE LOCATIONS WITHIN BUILDING ARE SHOWN CORRECT AS OF THE DATE OF THIS PLAN. THE <br />CONTRACTOR SHALL VERIFY LOCATIONS BY COMPARING THIS PLAN WITH THE MECHANICAL PLANS PRIOR TO ANY <br />A,UTILITY CONSTRUCTION. \ \ \ <br />5. PIPE MATERIALS: (TO BE VERIFIED) / \ <br />WATERMAIN 6" DIP \ <br />SANITARY SEWER PVC (SCH 40) r \ <br />6. ALL UTILITY CONSTRUCTION TO CONFORM WITH STATE, CITY ENGINEER'S ASSOCIATION OF MINNESOTA (CEAM), ` EX. SMH <br />1 RIM=933.8 <br />MINNESOTA PLUMBING CODE AND CITY OF HUGO STANDARD SPECIFICATIONS. INV-919.0(N/W) <br />� <br />7. ADJUST ALL STRUCTURES, PUBLIC AND PRIVATE, TO PROPOSED GRADES WHERE DISTURBED. COMPLY WITH ALL � INV918.8(SW), <br />REQUIREMENTS OF UTILITY OWNERS. STRUCTURES BEING RESET TO PAVED AREAS TO MEET OWNERS <br />REQUIREMENTS FOR TRAFFIC LOADING. <br />8. PROVIDE A MINIMUM 7.5' TO A MAXIMUM OF 10' OF COVER OVER ALL NEW WATERMAIN. <br />9. UTILITY AND MECHANICAL CONTRACTORS MUST COORDINATE THE INSTALLATION OF ALL WATER AND SEWER PIPES <br />INTO THE BUILDING TO ACCOMMODATE CITY INSPECTION AND TESTING. <br />10. ALL COMPONENTS OF THE WATER SYSTEM, UP TO THE WATER METER OR FIRE SERVICE EQUIPMENT MUST UTILIZE <br />PROTECTIVE INTERNAL COATINGS MEETING CURRENT ANSI/AWWA STANDARDS FOR CEMENT MORTAR LINING OR <br />SPECIAL COATINGS. THE USE OF UNLINED OR UNCOATED PIPE IS NOT ALLOWED. <br />Know what's below. <br />Call before you dig. <br />OAK STREET <br />30 <br />CC] <br />SCALE IN FEET <br />ARCHITECTURAL <br />CONSORTIUM L.L.C. <br />901 NORTH THIRD STREET, <br />SUITE 220 <br />MINNEAPOLIS, MN 55401 <br />612-436-4030 <br />PROJECT <br />CATTLE HOUSE <br />RESTAURANT & <br />EVENT CENTER <br />HUGO, MINNESOTA <br />SHEET INDEX <br />PLANNED UNIT <br />DEVELOPMENT <br />(PUD), <br />PRELIMINARY PLAT, <br />SITE PLAN REVIEW <br />of/v/2o2o <br />ISSUE DATE <br />D E S I G N <br />Civil Engineering I Landscape Architecture I Construction Services <br />901 N 3rd STREET, SUITE 120 <br />MINNEAPOLIS, MN 55401 <br />p 612.260.7980 www.eIanIab.com <br />f 612.260.7990 <br />C E R T I F I C A T 1 0 N <br />I hereby certify that this plan was prepared by me, <br />or under my direct supervision and that I am a <br />duly Licensed Professio eer under the <br />laws of the statey.Qi�ll A. `pA` <br />N �v�j <br />ONS� <br />C <br />Stephen M. Johnston DATE <br />REGISTRATION NO. 18914 01/17/2020 <br />SHEET <br />UTILITY PLAN <br />C-301 <br />PROJECT NO. <br />ARC19010 <br />