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-� <br />z � B <br />EX. STMH , ° ��L/� <br />N °°° �O� <br />RIM-9V9. 7 /� �'� <br />Ex ce Nv929.�(E) ° AS <br />RIM 934.1 INV-929.6(N) g �j <br />NV=929.6 <br />SUMP=929.4 = _ =ate- - I pN C <br />Ex. CB OVN7-Y <br />RIM-934.3 RECTO NV=929.9 US NAB Rql <br />H/CHWAY IL pqD <br />NO. 6 q (JTH p 6 CONNECT TO EXIST. ^'� <br />_ou <br />C-504 MH WITH INSIDE DROP R Y <br />INV. 924.75 EXISTING 6" STUB WITH <br />EX. CB VALVE <br />--- - NIM_929 2 CONNECT TO EXISTING <br />- -__ <br />�- -_ -� <br />6" STUB WITH 45d BEND 5 CLEAN OUT <br />/ C 504 (TYP) <br />EX. CB <br />, b;� _ _ _ - RIM=932.8 <br />W / / 6 PVC@1%MIN - ___ _ INV=928.6 <br />EX. CB <br />RIM=932.3 CB <br />EX . <br />CLEANOU W= W--�u-������ _ _ _ - INV=928.1 RIM-932 1 <br />1il1�1il� J / - <br />(TYP) INV 929.1 6" 45° BEND -� =ou _ =- _ _ _ _ _ INV= <br />/ w <br />/ RETAIL / / INV926.35 ! --- - V_ C- TNH <br />W ou <br />_ _ _- -- U-c - <br />FFE 934.1 / EASEMENT <br />&UTILITY - _=-ou <br />RETAIL - --_� <br />/ 6"45'BEND �/ ° / --_ <br />/ M 6°DIP WM / FDC <br />/ 6" X 6" TEE / / PHASE I FFE 933.35 <br />/ 6" GATE VALVE 41 / / LOOPED WAERMAIN <br />/ HYDRANT <br />6" GATE VALVE / // M _M / 3 / FDC <br />M <br />30' DRAINAGE & UTILITY <br />EASEMENT 6" X 4" TEE / Al <br />4" GATE VALVE 6" GATE VALVE - _ M l WA4 <br />I_ _ _ / FDC / M <br />6 CONNECT TO EXIST. MH 6" X 4" TEE ' - <br />RETAIL / / C-504 W/ INSIDE DROP INV. 927.45 - <br />/ / ADJUST RIM ELEV 935.0 g 4" GATE VALVE <br />1 FFE 935.4 <br />6rPVC <br />@2% /IN _ - - _ 30' DRAINAGE & UTILITY <br />� EASEMENT <br />/ CONNECT TO EXIST. 6 <br />MH WITH INSIDE DROP <br />INV.926.1 C504 <br />RECONSTRUCT MH- <br />- TO ADJUST RE TO 931.4 <br />RECONSTRUCT MH - <br />TO ADJUST RE TO 932.0 <br />WL <br />\ _ _ _ -\ I✓L 4 - W� - \ <br />\ 4'l / holz <br />bL 414 _ <br />�411 \ ' WL <br />\ ` <br />/ \ wL I � <br />HWL 928.5 \ <br />EDGE OF DELINEATED WETLAND . <br />EDGE OF ICE MEASURED ON 12-05-19 EGG LAKE <br />ICE ELEVATION = ASSUMED OHWL / <br />OHW=926.62(NAVD88) <br />_ <br />UTILITY NOTES - <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. <br />COORDINATE CONSTRUCTION OF OFFSITE WATERMAIN WITH CITY CONTRACTOR. <br />3. <br />CONTRACTOR TO PROVIDE ADEQUATE MEANS AND METHODS TO ASSURE ADJACENT PROPERTY IS NOT DAMAGED <br />DURING UTILITY INSTALLATION. <br />4. <br />PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. <br />5. <br />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 />UTILITY CONSTRUCTION. <br />6. <br />PIPE MATERIALS: (TO BE VERIFIED) <br />WATERMAIN 6" DIP <br />SANITARY SEWER PVC (SCH 40) <br />7. <br />ALL UTILITY CONSTRUCTION TO CONFORM WITH STATE, CITY ENGINEER'S ASSOCIATION OF MINNESOTA (CEAM), <br />MINNESOTA PLUMBING CODE AND CITY OF HUGO STANDARD SPECIFICATIONS. <br />8. <br />ADJUST ALL STRUCTURES, PUBLIC AND PRIVATE, TO PROPOSED GRADES WHERE DISTURBED. COMPLY WITH ALL <br />REQUIREMENTS OF UTILITY OWNERS. STRUCTURES BEING RESET TO PAVED AREAS TO MEET OWNERS <br />REQUIREMENTS FOR TRAFFIC LOADING. <br />9. <br />PROVIDE A MINIMUM 7.5' TO A MAXIMUM OF 10' OF COVER OVER ALL NEW WATERMAIN. <br />10. <br />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 />11. <br />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 />OVERALL UTILITY PLAN <br />ill =30' <br />2 PIPE BEDDING / <br />C-504 (TYP) / <br />20' DRAINAGE & UTILITY 3 <br />HYDRANT <br />EASEMENT (TYP) C-504 / w <br />6" pIP <br />_MM - GATE VALVE 4 / <br />(TYP) C-504 ' <br />6" - 45° BEND <br />\ \ 6"X6"TEE / o <br />J <br />6"X6"TEE <br />6" GATE VALVE <br />RESTAURANT <br />INV 927 0 <br />\ 6" GATE VALVE <br />CARDEN <br />FFE 933.0 FDC \ <br />POND EASEMENT \e \ <br />1 18" NYLOPLAST BASIN- <br />3� C-505 WITH LIGHT DUTY ; L - <br />-` GRATE- <br />_\\ RE930.8 \ \ <br />IE 928.4 <br />WATER SERVICE <br />L� <br />CONNECTION <br />1 � ° <br />FUTURE EVENT \� 20' DRAINAGE & UTILITY/ <br />\ EASEMENT <br />\ \ \ CENTER <br />6 - 45° BEND / <br />\ \\ \ FUTURE \ / <br />L INV 928.0 / <br />` �\\ \ \ DECK �` POND EASEMENT <br />wL�" <br />wL <br />/; <br />2 <br />`wL \\ \ \ �s <br />6" DRAINTILE OUTLET \ \ \ \ 1,'� <br />C-505 <br />\ \ x\ <br />UNDER DECK INFILTRATION BASIN <br />BOTTOM 929.E <br />OVERFLOW 930.8 <br />HWL 930.9 I w� \ �� `._s 3► / / <br />6" - 45° BEND (2) <br />HWL 928.5 <br />EDGE OF DELINEATED WETLAND <br />EDGE OF ICE MEASURED ON 12-05-19 <br />ICE ELEVATION = ASSUMED OHWL <br />CDm <br />C X <br />zz <br />NORTH INFILTRATION BASIN <br />BOTTOM 929.7 <br />OVERFLOW 931.2 <br />HWL 931.3 <br />DRAINAGE & UTILITY <br />\ <br />EASEMENT <br />EX. SMH <br />RIM-933.8 <br />INV-919.0(N/W) <br />^'V=918.8(SW) <br />CONNECT TO EXISTING 6" DIP - <br />WATERMAIN WITH GATE VALVE <br />• <br />Know what's below. <br />CaII 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 />oz/17/2020 <br />ISSUE DATE <br />AMENDED CITY APPLICATION 02/20/2020 <br />CITY COMMENTS 03/02/2020 <br />CITY COMMENTS 1 04/10/2020 <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 stateyQi 11 A. `01 <br />pNS� <br />C <br />Stephen M. Johnston DATE <br />REGISTRATION NO. 18914 01/17/2020 <br />SHEET <br />OVERALL <br />UTILITY PLAN <br />C-301 <br />PROJECT NO. <br />ARC19010 <br />