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\ <br />------------------- <br />� <br />\� <br />L L- CONNECT TO EX. ° <br />- J V DEPTH <br />PROVIDE TEMPORARY GRAVEL 12Dip VERIFY M. J g <br />H& ' <br />ENTRANCE FOR EXISTING <br />GRAVEL DRIVEWAY 12"X8" TEE LOCATION) 1C <br />50'-4" PERFORATED 8" G.V. 8 I •° <br />PE DRAINTILE &BOX 1ABE D s <br />BE <br />EXISTING GRAVEL DRIVEWAY <br />-��� <br />�. <br />--FM <br />------ <br />pfM____{M____ {M____ {M____ <br />2" DIP W TERMAIN 140TH <br />{M____{M--'= {M____ _ __ {M�. <br />STREET N <br />--- <br />9294 ta+ao <br />_1 <br />12" PLUG <br />[s+ <br />[s <br />n <br /><--- <---<---<-_ e•vuc <br />aTla-la- <br />CONSTRUCT TEMPORARY 12" DAYLIGHT DRAINTILE TO , <br />PERFORATED RISER PIPE TEMP. SEDIMENT BASIN <br />(SEE DETAIL ON SHEET GE) V 75-4" PERFORATED <br />PE DRAINTILE <br />REMOVE &DISPOSE OF- <br />r <br />5 ,6 -12" CMP ® 0.50% <br />(TEMPORARY) �cX. 30" RSTM SWR & <br />CONNECT TO EXISTING. <br />- (FIELD VERIFY) <br />Y wv aw i\l,e « CBMH 101 <br />12" FEE, IF 924.7 RE 931.80 <br />EXISTING POND (TEMPORARY) IE 926.65-15" E <br />IE 922.07-30" S <br />PLACE 6 C.Y. / EX. IE 922.07-30" W <br />/ RIP -RAP CIE. 3� (FIELD VERIFY) <br />(TEMPORARY) \ <br />/ 178'-30" RCP <br />OUTLOT A ® 0.25% I <br />Y / EXISTING WETLAND I <br />I50'-4" PERFORATED <br />PE DRAINTILE <br />II CBMH 102 <br />RE 928.33 �\ <br />IF 924.83-4" DRAINTILE <br />IE 923.51-12 E <br />IE 922.51-30" S <br />IE 922.5,-30" N <br />\ 96'-30" RCP <br />00,16 <br />0.16% <br />12' FES <br />` CIE 9t6.1� <br />50'-4" PERFORATED <br />PE DRAINTILE <br />56'-15" RCP <br />® 0.50% <br />-<---<---<---<--- <br />CBMH 107 <br />RE 932.03 127'-12" RCP <br />IE 927.To-, 2" E ® 0.50% <br />IE 926.93-15" W <br />HYDRANT <br />5-6" DIP OIL. 52 <br />_ I � <br />� I <br />I <br />---T I <br />*8" DIP WATER <br />SERVICE. " <br />INV. t925.5 <br />(FIRE & DOMESTIC) I <br />!O <br />1 I T <br />I PROPOSED BUILDING � <br />FIFE = 933.5 <br />EX. 6" PVC SAN <br />SWR SERVICE <br />IE 921.29 <br />(FIELD VERIFY <br />F- DEPTH &LOCATION) <br />37'-12" PVC ® 2.00% <br />}I (FOR ROOF DRAIN)* <br />P INV. 924.25 <br />RE12" <br />MOVE &DISPOSE OF <br />EX. RCP STM SWR. I I <br />� c n <br />�\ 103'-12" RCI <br />n ) V <br />SAWCUT, MILL & MATCH _ 1 <br />EX. BITUMINOUS -1 <br />CBMH 103 _n •• • L <br />RE 928.33 l <br />IE 924.83-4" DRAINTILE <br />IE 922.67-30" SE <br />IF 922.67-30" IN <br />I I <br />2 OCS 1GO <br />RE 930.35 <br />IE <br />L <br />IE 926.53-15 E _ _ , <br />TOP OF WEIR: 92&0 I 32'-15' RCP �\ � <br />.42 <br />CONNECT TO EX. .40 <br />I RCP. INV: 926.40 -� <br />A (FIELD VERIFY) � <br />/ PLANS FOR TRI <br />INSIDE GARAGE <br />I I l i I <br />II li I <br />II I I <br />45'-4" PERFORATED UPE DRAINTILE <br />50'-4' PERFORATED <br />PE DRAINTILE <br />. ........ <br />I II <br />64'-30" RCP <br />I�® 0.16% _ <br />--I-----I-----I-----I- a nw-I-----I-----I--- i I-----I-----I--�\ ItP6>-�- <br />nCONSTRUCT CBMH OVER •\ EX. 27" RCP STM SWR & <br />CONNECT TO EXISTING.-•�^ <br />b Pow-asi.a (FIELD VERIFY) -_ <br />EXISTING BUILDING <br />15" RCP <br />UT bT OT <br />\f 6" <br />(A <br />I <br />1051 <br />I <br />W <br />a <br />Ig'a <br />I <br />I <br />I I I <br />I <br />I � INm <br />I I u <br />q <br />I z I r�l <br />v>> <br />°'-F, ° <br />I- - <br />-_->--->T---> e•rvc> <br />I air. <br />- <br />,...I I;y Ian I <br />= v rzawl- <br />�-- <br />ADJUST EXIS ITING SAM i I <br />SWR MANH0 RIM �11 EGA I <br />EL: 930.6 <br />CB 108 <br />RE 931.73 a <br />IE 928.23-4" DRAIN_ <br />II I IE 927.73-12 W <br />�50'-4" PERFORATED <br />69R PE DRAINTILE <br />Z <br />I p <br />Q <br />ill W <br />Q <br />m <br />I <br />G SAN Q <br />I <br />� I I I <br />I <br />I <br />.III I <br />I <br />I <br />I II I <br />I <br />; al <br />I <br />I <br />�I II I <br />SWR <br />MANHOLE <br />RIM <br />EW <br />9 2.4 <br />I <br />ry� I I <br />Q i I <br />o I <br />?i <br />Iml � it I <br />I <br />I II <br />MINI <br />I � I <br />I <br />I- <br />I I r I ! <br />I <br />CB 106 <br />RE 927.83 <br />E 924.33-4" DRAINTILE I 4 <br />RCP <br />SW <br />1 <br />�,IE,923.83_12" <br />50'-4" PERFORATED Y II <br />I PE DRAINTILE <br />ADJUST EXISTING STM 3 <br />SWR MANHOLE RIM 4m <br />I EL: 930.5 <br />u a <br />» A� »---»W Y-» _ - <br />srue <br />., vI���Ir\Ye <br />/ <br />° HYDRANT W/G. V. 33 r <br />•(SALVAGED) n=I <br />r\I <br />-_----�_e-°--EX <br />I 1 1 <br />8 -_ <br />y 22 -6 DIP CIE. 52 <br />-GND-€L932.7 t� <br />1 <br />:III�y-iLDPWMV <br />CBMH 104 <br />RE 928.70 <br />17 <br />L <br />I' ° <br />y <br />° CONNECT TO EX. 8" DIP WM 1 _ <br />IE 925.20-4" DRAINTILE _ <br />IE 923.04-15" E i <br />n <br />> I�- <br />.' °W/8"X6" WET TAP W/6" <br />G.V. & BOX. (FIELD VERIFY <br />IE 922.77-30" NW I <br />EX. IF 922.77-27" SE <br />(FIELD VERIFY) <br />la <br />SA WCU(, MILL & MATCH, <br />i DEPTH & LOCATION) <br />ICI <br />yyy-?vu <br />INOUS___ <br />.a a w a." <br />ae <br />L I------- <br />•t-_____ <br />nR�-- <br />'I ------ <br />�^ <br />r----- <br />Al <br />i l <br />i <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 CUTTER 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 SEWER SCHEDULE <br />STRUCTURE <br />NEENAH <br />CASTING <br />or EQUAL <br />TYPE & No. <br />SIZE <br />CBMH-101 <br />84" DIA. <br />R-3067-V <br />CBMH-102 <br />60" DIA. <br />R-3067-VB <br />CBMH-103 <br />60" DIA. <br />R-3067-VB <br />CBMH-104 <br />84" DIA. <br />R-2573 �k <br />CBMH-105 <br />48" DIA. <br />R-2573 �k <br />CB-106 <br />24" X 36" <br />R-3067-VB <br />CBMH-107 <br />48" DIA. <br />R-3067-V <br />CB-108 <br />24" X 36" <br />R-3067-VB <br />OCS-100 <br />48" DIA. <br />R-1773-A <br />*TYPE C GRATE <br />LEGEND <br />EXISTING PROPOSED <br />PROPERTY LINE <br />EASEMENT LINE <br />CURB LINE <br />BITUMINOUS PAVEMENT <br />CONCRETE PAVEMENT <br />SANITARY SEWER --->--->- �)� <br />STORM SEWER -->>-M <br />WATER MAIN ----I -I- <br />UNDERGROUND GAS u9 <br />UNDERGROUND ELECTRIC ue <br />UNDERGROUND TELEPHONE "t <br />MANHOLE Q <br />HYDRANT <br />GATE VALVE D4 <br />LIGHT POLE > <br />SIGN <br />UTILITY CROSSINGS <br />Q1 TOP 8" SANITARY: <br />91&3 <br />BTM 8" WATER: <br />923.2 <br />CLEARANCE: <br />4.9 FT. <br />(FIELD <br />VERIFY) <br />02 BTM 12" STORM: <br />927.1 <br />TOP 8" WATER: <br />924.8 <br />CLEARANCE: <br />2.3 FT <br />(INSULATE CROSSING) <br />N <br />0 15 30 60 <br />( IN FEET ) <br />BENCHMARKS <br />1. Top NO of Hydrant located app- <br />120 ftnorthwesterly northwest come <br />of the existing building, as shown, <br />Elevation = 932.85 fL <br />2. Top Nut of Hydrant located at the <br />southeast corner of 140th Street N. <br />and Fen way Boulevard N. <br />Elevation = 934.51 ft. <br />CALL BEFORE YOU DIG <br />/ Know what's below. <br />`It"Y Call before you dig. <br />0 <br /><n <br />Z 01 <br />> LU M O <br />y ZOZ^ <br />- CO) X <br />5 � C LL <br />VW�m� <br />V ��o^ <br />o 6) <br />2 L -4 W <br />`0 CO � O <br />M <br />w C <br />O <br />z <br />a <br />Z <br />0 <br />Z <br />O <br />a a� <br />IZ <br />.J F o° <br />N <br />� W � <br />� w = <br />U <br />U <br />J <br />J <br />Z a, <br />~ C W <br />N O <br />J Q In <br />_ z <br />Z ILL m <br />a I„ <br />J N 2 <br />01 <br />ti On <br />0 <br />U <br />> <br />p <br />REVISIONS g <br />1. 6/23/20 Issued For Permit a <br />2. 7/10/20 Per City Comment c <br />3. 7/28/20 Addendum 2 E <br />4, a <br />s. a <br />6. 6 <br />DRAWN BY- KRO <br />DESIGNED BY: WK <br />ISSUE DATE: 6/23/2020 ? <br />B <br />a <br />I hereby certify Na[ this plan, or nda, 1, o or repo u was prepay d by me or uMer my <br />direct pervision d that I a duly C <br />Licensed Professional Engineer under the S.laws of the State of Minnesota 3 <br />Y <br />Name: Brian 1. KrystoHa,k',, P.E. <br />Signature: <br />s� m <br />Date: 6/23/2020 License #: 25063 8 <br />L <br />of <br />12 <br />