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i <br />< / <br />RIM=924.3 8" PVC <br />INV= 907.7 €p� <br />S H - -> - - -> <br />> S H O J <br />hbh�\ ohe ohe �nP - - _ie h �� ohe ohe ohe *ohe oh _ <br />�I 140TH STREET N - - _ _ °he °he °he °he ohe <br />------------------------- ----- <br />a I <br />co (FUTURE EXTENSION BY CITY) REMOVE PLUG & CONNECT ------------------- \---------- <br />REMOVE PLUG & CONNECT TO „ <br />EXISTING 6" PVC SAN SWR. 4' Pvc TO EXISTING 12 DIP WM <br />12"X8" TEE----F�J-----FM---- HL1-----FM-----FM-----FM-----FM- `Ftvu1=====Elul - Fv=== = M=====FIvL- -_= FM----FM-----FM---- M- FM ---- <br />EX. IE. TION (FIELD VERIFY REGRADE AND RESTORE EXISTING - <br />A - - �- <br />LOCATION &ELEVATION.) A 12' PLUG TEMPORARY SEDIMENT BASIN <br />12+00 - --�- - - 12" DJP WATERMAIN X 930.0 <br />13+00 14+�0 ' I 15+~00�� ' 1 ' 28'S <br />$" G.V 1 16+00 00 <br />& BOX INI V=916.4 <br />t=925-__ 8' PVC-� <-<--<---< <- < --<-----<--< RE 928.83 Ei � - < <-- <---<-- 6" CONCRETE HEADWALL �> 30'-4" PERFORATED _ Uj sM= g26 a la a 1aIE 917.5 CONNECT TO IE 925.14-18 SW PE DRAINTILE 00 STMH 101EX. 6" PE DT IE 924.98-21" E RE 930.00IE 925.33-4" DT (BOTH) 102-21 RCP CBMH 102 IE 924.09-21" W 93�g28 RESTORE AND <br />® 0.30% RE 928.83 REPLACE EXISTING <br />IE 924.09-21' SE X <br />50'-4" PERFORATED IE 924.67-21" W PROTECT EXISTING 28.5 28 5 TEMPORARY RIP RAP <br />PE DRAINTIL PE DRAINTILE - 3 _ _ - _ _ IE 925.33-4" DT BOTH R PIPE <br />� - - - - - - - - - - - - - - - 50�4' PERFORATED - � IE 924.50-21" E ( ) TEMPORARY RISE <br />I <br />18'-6" SOLID Nv=9n.aO� o I DT DT DT 2 ' - - - , <br />PE DRAINTILE -9291 <br />IUNKNowN END - = - _ <br />DT <br />pr ' 28'-21" RCP So- ��� Nv-sz�2- <br />pT _ 0 0.30% - - -928- <br />I D7 D - <br />- T - 7 - , "pE 39'-6" PVC HYDRANT W/G.V. <br />CBMH 104 - 7 - 1 - p _ C900 C�➢ 2.00% ti 8"X6"-TEE - -s2s 30 RCP _Z- <br />RE 929.33 -�T - - - -- - --- - -° p o - �_�G�< , RIM=929.2 <br />-o INV=922.2 <br />- = T - DT _ - _ 15'-6" DIP CL. 52 164'-21" RC7FES.IE <br />- - - --DT -DT - pr - _ GND. EL. 930.2 ®0.25_ _ _ _ _ _ _ _ / ST H <br />IE 925.55-15" S I DT -<�� / �P <br />IE 925.55-15" E I CO 1 p p ° 21"24.01 101'-18" RCPIE 925.83-4" DT (BOTH) I p 0.40% RE 930.5 p D7 DTp- pi pT - Q INv=jIE 917.9 � 2 C Y EXISTING POND <br />I&' <br />BOX RIP -RAP CL. 3 <br />44'-6" PVC <br />/ <br />� a <br />C900 @ 2.00% <br />15'-6" PVC <br />50'-4" PERFORATED <br />C900 ® 2.00% <br />'-'-'- -' <br />PE DRAINTILE I � <br />I °° <br />I II d <br />CO 2 <br />03 <br />RIE <br />EX. 6" PVC SAN <br />I <br />EXISTING FILTRATION BASIN <br />I / <br />9 <br />I li <br />. <br />SWR SERVICE <br />/ <br />IE 919.0 <br />I <br />I I I <br />*8" DIP WATER <br />121'-15" RCP I s d <br />SERVICE. <br />INV. ±923.5 <br />I <br />I I <br />(FIRE &DOMESTIC) <br />' <br />I <br />I <br />J, <br />o O o I <br />j <br />I I <br />CB , 05 I , ° <br />RE 929 83 <br />� <br />i <br />, <br />I o 0 <br />IE 926.03-12" SW <br />I <br />I <br />/ EXISTING WETLAND <br />I <br />d a <br />PROPOSED BUILDING <br />� <br />I <br />a <br />FFE = 931.5 <br />I <br />I <br />I <br />I, <br />I <br />I <br />I <br />EXISTING POND � <br />I <br />I <br />I <br />I I a<1I <br />I I <br />I <br />I <br />I <br />\ <br />I <br />I <br />I <br />I \ <br />- <br />I <br />1 <br />i <br />------------ <br />Sad RIM=922.3 <br />INV=922.3�n,'> <br />O U TL O T A <br />NV=925.0 <br />A <br />YD� <br />� <br />�` <br />I <br />A <br />\ <br />r <br />r r <br />r r <br />r--- <br />X- -X _- x=-- x---------x �t----x--------x____ <br />�� <br />x--------R----x --- xx <br />` <br />I I <br />I I I I <br />I I I I <br />I I I I <br />I <br />A <br />� <br />, I <br />° d <br />de <br />° <br />d, m <br />° d e <br />I <br />41 <br />\�cA <br />I l I <br />Al , <br />I <br />° EX. CB <br />d <br />N I <br />j \ <br />-1S H I, <br />EX RE 929.4 <br />\ <br />n' <br />REMOVE & DISPOSE OF EX. CASTING. <br />PRP IE 925.05-15" S <br />AI <br />I C I If <br />REPLACE W/NEENAH R-1642 CASTING. <br />EX IE 923.6-15" E <br />I <br />�\ <br />A I v <br />i I ' <br />ADJUST RIM ELEVATION TO 930.30. <br />(FIELD VERIFY) <br />\ <br />I <br />A! <br />RIM=929.4 <br />INV=923.6 <br />,, >> <br />5' RCP <br />->> ->>- - ->>- - ->>- <br />- >> » >>- - ->>- - ->>- <br />I » <br />_ _ <br />INI V=925.1 <br />RIM=929.1 <br />a <br />I <br />NA I <br />I <br />CUT INTO & CONNECT TO <br />15'-15" RCP <br />/ <br />II <br />EX. CB. REFORM INVERT <br />® 2.00% <br />v <br />n x If <br />AS REQUIRED. j�CD <br />i <br />ICI <br />CB 110 J <br />� <br />A I <br />�, I I <br />RE 929.35 <br />/ry <br />O <br />I <br />x <br />IE 925.35-15" N <br />2 <br />I <br />A <br />�xrF <br />--------------- <br />8„ DIP - <br />-------------------- <br />�� <br />C <br />--------------------------------I-----I� <br />8" DIP <br />A <br />----I- <br />n------- <br />�1 <br />��--- <br />I <br />A <br />A <br />III I o <br />0° RIM=931.0 <br />RIM=931.2 <br />d ° ° <br />d <br />� <br />e <br />a d <br />d 4 <br />e-�- as- - - - - - - - - - - - <br />- -- <br />d d <br />- - - - --- <br />a <br />. 11 <br />m <br />d <br />d <br />° ° <br />d ° <br />i <br />I <br />I � <br />,I <br />I <br />j <br />EXISTING BUILDING <br />I <br />to <br />A <br />I I I <br />I , <br />LEGEND <br />EXISTING PROPOSED <br />PROPERTY LINE <br />EASEMENT LINE <br />- - - - - - <br />CURB LINE -___-_--_-_ <br />BITUMINOUS PAVEMENT <br />CONCRETE PAVEMENT ------- <br />_j <br />SANITARY SEWER ->-->- <br />>- <br />STORM SEWER <br />>> <br />WATER MAIN <br />---- <br />UNDERGROUND GAS <br />ug <br />UNDERGROUND ELECTRIC <br />ue <br />UNDERGROUND TELEPHONE <br />ut <br />MANHOLE <br />O <br />HYDHYDRANT 0 MH <br />GATE VALVE <br />GV <br />N <br />H <br />LIGHT POLE <br />SIGN <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 THE MINNESOTA PLUMBING <br />CODE. <br />2. SANITARY SEWER, WATER MAIN AND STORM SEWER <br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST <br />EDITION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA <br />(CEAM) STANDARD SPECIFICATIONS & THE MINNESOTA <br />PLUMBING CODE. <br />3. A MINIMUM OF 7.5 FEET OF COVER SHALL BE REQUIRED FOR <br />ALL WATER MAIN. <br />4. A MINIMUM OF 2.0 FEET VERTICAL SEPARATION SHALL BE <br />REQUIRED FOR ALL UTILITY CROSSINGS. <br />5. ALL WATER MAIN WORK & TESTING SHALL BE COORDINATED <br />WITH CITY OF HUGO PUBLIC WORKS DEPARTMENT. <br />6. CATCH BASINS IN THE GUTTER LINE SHALL BE SUMPED 0.17'. <br />ELEVATIONS SHOWN ON THE PLANS REFLECT THE SUMPED <br />ELEVATIONS. <br />7. ALL CATCH BASINS SHALL HAVE SEDIMENT CONTROL BARRIER <br />INSERTS INSTALLED ONCE CONSTRUCTED. <br />8. ALL WATER MAIN MUST HAVE CONDUCTIVITY TEST, <br />HYDROSTATIC TEST AND BACTERIA TEST BEFORE THE <br />PROJECT IS COMPLETE AND TURNED ON. <br />9. CONTRACTOR SHALL ADJUST EXISTING MANHOLES CASTINGS <br />TO BE FLUSH WITH PAVEMENT. <br />*FINAL LOCATION OF SERVICES & DOWNSPOUTS <br />TO BE 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 />STMH-101 <br />48" <br />DIA. <br />R-1642 <br />CBMH-102 <br />48" <br />DIA. <br />R-3067-VB <br />CBMH-103 <br />48" <br />DIA. <br />R-3067-VB <br />CBMH-104 <br />48" <br />DIA. <br />R-3067-VB <br />CB-105 <br />24" <br />X 36" <br />R-3067-V <br />CB-110 <br />27" <br />DIA. <br />R-2573 <br />* <br />*TYPE C GRATE <br />UTILITY CROSSINGS <br />0 <br />TOP 8" SANITARY: <br />909.5 <br />BTM 8" WATER: <br />918.6 <br />CLEARANCE: <br />9.1 FT. <br />(FIELD <br />VERIFY) <br />0 <br />BTM 21" STORM: <br />924.0 <br />TOP 8" WATER: <br />922.0 <br />CLEARANCE: <br />1.7 FT. <br />(LOWER WATER <br />MAIN & INSULATE CROSSING) <br />0 <br />BTM 21" STORM: <br />924.2 <br />TOP 8" SANITARY: <br />918.2 <br />CLEARANCE: <br />6.0 FT. <br />N <br />0 15 30 60 <br />( IN FEET ) <br />BENCHMARKS <br />1. Top Nut of Hydrant located approx. <br />120 ft. northwesterly northwest corner <br />of the existing building, as shown. <br />Elevation = 932.85 ft. <br />2. Top Nut of Hydrant located at the <br />southeast corner of 140th Street N. <br />and Fenway Boulevard N. <br />Elevation = 934.51 ft. <br />CALL BEFORE YOU DIG <br />Know what's below. <br />Call before you dig. <br />J <br />Q <br />i <br />Z WV <br />Z <br />� <br />chi, <br />iz <br />of <br />Z <br />Z L <br />f <br />t9&> <br />W <br />V <br />Z <br />f <br />W Ul W <br />y <br />J <br />m <br />J <br />z <br />o� <br />C <br />Q <br />U <br />07 <br />LLI <br />~' <br />rn <br />� <br />U) <br />W <br />n <br />Z <br />W <br />� <br />CO <br />11 <br />> <br />M <br />� <br />co <br />� <br />0 <br />W <br />G <br />LL <br />Q <br />i <br />Ix <br />H <br />O <br />V <br />Z <br />U) <br />w <br />ci <br />co <br />2 <br />M <br />CL <br />co <br />r, <br />00 <br />LLI <br />r� <br />V <br />FBI <br />Z <br />a <br />J <br />J <br />o <br />a <br />m� <br />FBI <br />J <br />LV <br />o <br />p1 <br />W= <br />FBI <br />V <br />J <br />J <br />(� z <br />Z(1) <br />FBI � CO <br />Cl 0) o <br />J Q In <br />O `n <br />_ ro z <br />� <br />C <br />L <br />� <br />Z LL 0) <br />a Ln =3 <br />J (V = <br />� M <br />lwi <br />0 <br />I\�I <br />REVISIONS <br />1. 12/9/21 per City Comments. <br />2. <br />3. <br />4. <br />5. <br />6. <br />DRAWN BY: <br />KRO <br />DESIGNED BY: <br />BJK <br />ISSUE DATE: <br />7/30/2021 <br />I hereby certify that this plan, specification <br />or report was prepared by <br />me or under <br />my <br />direct supervision and that <br />I am a duly <br />Licensed Professional Engineer <br />under <br />the <br />laws of the State of Minnesota <br />Name: Brian J. Krystofiak, P.E. <br />Signature:_ <br />_P <br />Date: 7/30/2021 License #: 25063 <br />C6 <br />of <br />C11 <br />