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Ld <br /> <br /> 5 R D ~:.!: <br />STREETi <br /> <br />UTILITY LEqENI). <br /> <br />PROPOSED <br />DRAINAGE <br />EASEMENT <br /> <br />U ]LfTY PLAN <br /> <br />921.60 <br />923.50 <br /> <br />604 <br /> <br />DRAINAGE <br />EASEMENT <br /> <br />AUTO BODY & GLASS <br /> <br /> FFE 928.0 <br /> <br />COMBINED DOMESTIC &~ <br />FIRE PROTECTION UNE. <br />SEPERATE AT INTERIOR <br /> <br />DD DO <br /> <br /> STUB <br />IE 922.00 <br /> <br />605 I 92'-6" SDR-40 <br /> I <br /> <br />W/6' OAT[ VALVE: <br /> <br />PROPOSED 20' ~DE <br /> EASEMENT <br /> <br /> MH <br /> RE g26.05 <br /> IE 921 O0 N <br /> <br /> L1B'-6" PVC <br />s" PVC /S~R-~O o 2.0~ <br /> <br />CONNECTTO <br />EXIST, 8' STUB <br />~//~Q"x S' REDUOER <br /> <br />PROPOSEDSTORM SEWER <br />PROPOSEDSANITARY SEWER <br />PROPOSEDWATERMAIN <br />PROPOSEDCATCH BASIN <br /> <br />PROPOSED SANITARY/STORM MANHOLE <br /> <br />PROPOSEDSANITARY CLEAN OUT <br /> <br />PROPOSEDGATE VALVE <br />PROPOSEDHYDRANT <br /> <br />EXISTING GANITARY SEWER <br /> <br />EX/STING STORM SEWER <br />EXISTING WATERMAIN <br /> <br />EXISTING SANITArY/STORM MANHOLE <br />EXISTING CATCH BASIN <br />EXISTING HYDRANT <br />EXISTING WELL <br />EXISTING GAS LINE <br />EXISTING OVERHEAD ELECTRIC <br /> <br />EXISTING TELEPHONE <br /> <br />LUMINAIRE <br /> <br /> UTILITY NOTED <br /> <br /> 1.EXISTING UTILITIES, SERVICE LOCATIONS AND ELEVATIONS SHALL BE VERIFIED IN <br /> THE FIELD AND WITH THE CITY OF ELK RIVER, MN PRIOR TO CONSTRUCTION. <br /> 2. MAINTAIN 18" VERTICAL AND §' VERTICAL SEPARATION AT ALL PIPE CROSSINGS, <br /> <br /> 3.CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE <br /> START OF CONSTRUCTION. <br /> <br /> 4.UTILITY CONTRACTOR TO PROVIDE POLYSTYRENE INSULATION FOR ALL <br /> STORMSEWER AND WATER MAIN CROSSINGS WHERE VERTICAL DR <br /> HORIZONTAL SEPARATION IS LESS THAN 6'. <br /> <br /> 5.ALL UTILRY WORK WITHIN THE R.O.W. SHALL COMPLY WITH THE CITY <br /> OF ELK RIVER ENGINEER!NO DESIGN STANDARDS. <br /> <br /> 6. NOTIFY GOPHER ONE 48 HOURS IN ADVANCE OF ANY UTILITY WORK. <br /> <br /> 7. PROVIDE TEMPORARY TRAFF1D CONTROL IN COMPLIANCE WITH MNDOT <br /> 'TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS--FIELD MANUAL" DATED <br /> JANUARY 2001, FOR ANY UTILII'¢ CONSTRUCTION WITHIN PUBLIC R.O.W. <br /> <br />B.CONNECTEWLTO STORM SEWER LINE WITH "WYE" CONNECTION. <br /> <br />9,ARRANGETEL, GAS, AND ELECTRIC SERVICE CONNECTION WITH THE RESPECTIVE SERVICE COMPANY. <br />10. REFER TO PHOTOMETRIC PLAN FOR LOCATIONS, FOOTCANDLE PRINT OM7ANDSPECIFICATIONS <br /> <br />11. ALL SANITARY MANHOLES TO BE 4-8" DIAMETER CONCRETE W/ <br /> NEENAH R-164-2 CASTING. <br /> <br />12. PROPOSED WATER SERVICE SHALL BE INSTALLED WITH MINIMUM 7,5' OF COVER OVER PIPE. <br /> <br />13SEWER SERVICE SHALLBE6" Pv~, SDR 40, ASTM 3034 USE BENDS & F1TFINDS AS REQUIRED. <br /> <br />14. THRUST BLOCKS SHALL BE PLACED AT FITrINGS, ~EES, BENDS, CROSSES. PLUGS, ETC,. <br /> <br />15. CONTRACTOR TO MARKENDS OF UTILFrY STUBS WITH A WOOD4X4 <br /> POST (UPON COMPLETION OF EACH PHASE). BLUE FOR WATERAND RED <br /> FOR SANITARY. <br /> <br /> STORM SEWER 8C:HEDULE <br />SiRUCIURE ~ STRUCTURE j~ FROM INVERT TO INVERT PiPE LENGIH,TYPE/CLASS RIM FROM S'II~UCTURECASllNG <br /> FROM TO ELEVAllONELEVAllONAND SLOPE ELEVAllON SiZE AND TYPE: TYPE RIP RAP <br /> <br /> CB 603 CB 602 925.00 921,86 (E) 22§'-(2' RCP Ct-5 0 D.50~ 925.50 24" x 56" BOX R-3067 <br /> CB 602 ~S 60gA 92176 (~)92E6D ~0'-72" RGB GL-5 e 0.51~ 925.50 24" x ~6" BOX R-~067 <br /> F~S 600A 92?.§0 12' RCP W/SAFE~ Q~ATE 2.0 CY CL-3 <br /> CB 5~ CB 605 923.00 922.28 (E) 247'-12' ReP GL-5 ~ (I,~ 925.40 24' x 56" BOX R-5067 <br /> CB 505 CB 60~ 922.18 (FI) 921.76 (S) I~3'-12' RC~ CL-5 ~ 0.32~ 925.00 24' x 56" BO;( R-3067 <br /> CB 6~I F[S 60CB 921.66 (fl) 921.60 18'-12' RCP CL-50 I),~9% 925.90 24" x 56' BOX R-~067 <br /> FRS 6009 921.60 12' RCP W/SAFETY ~RAT[ 2.0 CY CL-~ <br /> ~S 700 OCS 701 919.60 9~§.80 ([) 3~'-I5' RCP CL-5 · 2.58~[15' R{~P W/SAFETY 8RA1~ <br /> OCS 701 FEB702 917.50 (W) 917.00 40'-15" RCP CL-5 ~ 0.§0~ 924.50 i60' DIA. R-2557 <br /> rES 702 977.0a :tS" RCP W/SAFETY CRATE to CY GL-3 <br /> <br />ALL C~NGS SHOULD ~E NEENN4 OR APPROVED EQUAL. <br />WATERMA~N TO BE INSULATE~) AT ALL STORM SEWER CROSSINGS. <br />ALL CATCH BASIN RiM ELEVATORS .*RE AT CENTER OF STRUCTURE AT FLDW LINE. <br /> <br />O' 30' 80' <br />SCALE IN FEET <br /> <br />NORTH <br /> <br />AUTO BODY & GLASS <br />6801 SHINGLE CREEK PKWY ft~ <br />BROOKLYN CENTER, MN 55430 <br />(763) 561-7220 <br />FAX 561-7433 <br /> <br /> PROJECT LOCATION: <br />ELK RIVER, MN <br /> <br /> SHEET NUMBER / TITLE <br /> C-3 <br /> UTILITY PLAN <br /> <br /> <br />