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NOT IN CONTRACT <br />(N.I.C.) <br />6" TEE-\ <br />6" GATE VALVE <br />6" PLUG <br />21 "- 6" PVC STAB ® 1.100 • <br />INV .90033 <br />to NIi1N7.NNII5Leett <br />• <br />• <br />NOT IN CONTRACT <br />(N.I.C.) <br />/ <br />/ <br />/ <br />/ <br />/ <br />NOT IN CONTRACT <br />(9.1.C.) <br />HYDRANT W /GV /(�A <br />GROUND EL■906.1 <br />" . -.-1 <br />TIN CONTRACT <br />(N.I.C.) <br />GATE VALVE <br />8" PLUG <br />29' -6" PVC STUB O 1.107 <br />15■891.24 <br />• <br />I. / <br />._ _ • __.__._•1 / <br />5 -2'03' CATCH BASINS <br />CONNECTED WITH 12" RCP <br />RE.9D4.96 <br />E-901.46 199' -18" RCP O 1.790 <br />8" CR055 <br />6 "X6" REDUCER <br />8 "- 11.25' BEND <br />8" CATE VALVE <br />-2 <br />. • .4.20 <br />• <br />_� LIMIT OF CONSTRUCTION <br />CONNECT TO EXISTING STUB <br />- (FIELD- voolr T LOCATION) <br />J <br />MANTAIN 1.5' MIN. <br />CLEARANCE BETWEEN PIPES <br />"NS�UC7 /r <br />CONNECT TO 0951INGSTUB <br />(FIELD VERIFY L05411 0) <br />CONNECT TO k7D5TN0 51118 <br />IE =690,79 (FjELD VERIF1) <br />1 I <br />CONNECT ID- 130$TING STUB <br />1E1197.90 MELD VEPoF <br />If <br />34' -6" PVC STUB - 1.10 <br />IE.896.00 <br />B" PLUG <br />11 <br />NOT IN CONTRACT <br />(N.I.C.) <br />C _ _ <br />6" CAB H VA <br />WASTE <br />VEI "--6" PLUG <br />,-36.-6" PVC STUB O 1.100 <br />/ INV .900.50 <br />MECHANICAL <br />�MI(- <br />• t, <br />REf9Q4.D0 <br />INv.IN I• <br />(w&E 08D0.1D Jj <br />INV OUT■88928- <br />9' -8" PVC <br />CONNECT TO EXI51150 STUB <br />10.889.22 (FIELD EFY) <br />TOWN- CENTER PARK1NAY <br />BETTY'S PIES <br />BLDG: 7,935 S.F. <br />SITE, 0.29 ACRE <br />■ <br />- • - - - - -- - --- - • <br />_ J S <br />z V is <br />max'. \ i <br />/2 <br />% <br />2020• <br />6 0 20 <br />PIP IIMMow <br />oms <br />MM. <br />ww,w „y •� v�Iv <br />A�Sa � . A� �y�.IiJyy��LE���y.�yy�� <br />W1M11-013104: iya:!'�aY-i <br />COYAmMon0l parkin <br />construction <br />PRECAST INVERT MUST BE <br />1/2 DIAMETER OF THE PIPE <br />AND BENCHES SLOPED 2" <br />TOWARD THE INVERT. <br />ANNOLE STEPS SHALL BE PLACED SO <br />THAT OFFSET /ER0CAL PORTION OF CONE <br />AND STEPS ARE FACING DOWNSTREAM. <br />RNs AsPOm51Mw1 <br />s EFI <br />•HANNOLES SHALL SE PRECAST IN <br />ACCORDANCE 16111 AM 0-475 <br />maw. mompoms <br />NETLAWN TURF WFFH ECS DRAINAGE <br />DETAIL <br />NOT TO SCALE <br />� ac <br />VARIES <br />12 " -16" <br />VARIES <br />SECTION <br />MANHOLE STEPS. NEENAH RTae1J OR <br />EQUAL. 10 ON CENTER AS APPROVER BY <br />OSHA STEPS SHALL BE PLACED SO THAT <br />OFFSET VERSCAL POSmON CF CONE AND <br />TEPS ME FACING DOWNSTREAM <br />A1.L JOINTS IN MANHOLE TO HAW <br />b' RING RUBBER CASKETS. <br />PRECAST INVERT REWIRED. <br />E SHALL BE Cu, o RUST <br />MTN 111005 SDE FACE OF HALL <br />KOLA -N -SEAL MANHOLE <br />BOOT OR 08404. <br />•A.L HOLRSES SHALL SE <br />GROUTED ON INSIDE AND OUTSIDE. <br />MIMMUA 11.1ILINESS OF PRECAST BASE 5 <br />B' FOR 14' DEEP OR LESS 4310 INCREASES <br />0 N 1MO1108S FOR EMERY 4. OF DEPTH <br />SANITARY SEWER MANHOLE <br />DETAIL <br />NOT TO SCALE <br />4- UTILITY NOTES: ---4)- <br />1. CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND <br />ELEVATIONS OF EXI51190 UTIUTES AND TOPOGRAPHIC <br />FEATURES PRIOR TO THE COMMENCEMENT OF 517E GRADING. <br />THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER <br />OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. <br />2. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE <br />CONTACT "GOPHER STATE ONE CALL" (051- 454 -0002 OR <br />600- 252 -1155) FOR UTILITY LOCATIONS. 72 HOURS PRIOR TO <br />CONSTRUCTION. <br />3. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT <br />EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND <br />SERVICE LINE INSTALLATION" AND "SANITARY SEVER AND <br />STORM SEWER INSTALLATION" AS PREPARED BY THE CITY <br />ENGINEERS ASSOOATON OF MINNESOTA, AND SHALL CONFORM <br />MdTH CITY REQUIREMENTS <br />4. REFER TO SITE PLAN FOR CURRENT HORIZONTAL <br />DIMENSIONS AND LAYOUT. <br />5. ALL WATER PIPE SHALL BE DUCTILE IRON PIPE (DIP) CLASS <br />52 UNLESS OTHERWISE NOTED. <br />6. ALL SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE <br />PIPE (PVC) 50R 35 UNLESS OTHERWISE NOTED. <br />7. ALL STORM SEWER PIPE SHALL BE REINFORCED CONRETE <br />PIPE (RCP) UNLESS OTHERWISE N01E0. <br />8. PPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF <br />STRUCTURES. <br />9. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE <br />SUMPED 0.04 FELT. ALL CATCH BASINS IN CUTTERS SHALL BE <br />SIMPID 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON <br />THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS <br />10. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND <br />BACK OF CURB UNLESS OTHERWISE NOTED. <br />11. TYPICAL HYDRANT CONSISTS OF: HYDRANT, GATE VALVE, <br />2.5' OF 6" DIP WATERMAIN AND ANT HYDRANT EXTENSION. <br />HYDRANT EXTENSIONS SHALL BE INCIDENTAL. <br />12. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL <br />WATERMAIN. UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE <br />REWIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL <br />SEPARATION TO SANITARY OR STORM SEWER UNES. EXTRA <br />DEPTH WATERMAIN IS INCIDENTAL <br />13. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND <br />10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL <br />UTILITIES, UNLESS OTHERWISE NOTED. <br />14. COORDINATE LOCATIONS OF SERVICE CONNECTIONS AND <br />SIZES WITHIN THE BUILDING WITH THE MECHANICAL DRAWINGS. <br />15. COORDINATE INSTALLATION AND SCHEDUUNG OF NEW <br />UTILITIES, IRRIGATION SYSTEM, AND UN009064INS MT1H <br />ADJACENT CONTRACTORS AND CRY STAFF. <br />18. CONTRACTOR SMALL MAINTAIN AS -BUILT PLANS <br />THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO <br />ENGINEER UPON COMPLETION OF WORK. <br />STRUCTURE SCHEDULE: (i <br />5:120.0318E STZE 592.TJ900 <br />48N -1 48" DIA R -1642 <br />MH -2 48" DIA. R -1642 <br />CB -1 2'03' RECT. R -41140 <br />CB -2 27.3' RECT. R -4840 <br />50 -3 2'03' RECT. R -4840 <br />C8 -4 2'X3' RECT. R -4840 <br />C8 -5 2'03' RECT. R -4840 <br />• NEENAH FOUNDRY COMPANY OR APPROVED EQUAL <br />VANE GRATE SHOWN <br />DIRECTION OF FLOW <br />2005 <br />NO BLOCK STRUCTURES ARE ALLOWED. <br />CASTING AND <br />ADJUSTMENT <br />RINGS AS <br />SPECIFIED. <br />24 x36" <br />PRECAST <br />DOGHOUSES SHALL BE <br />GROUTED ON BOTH THE , .r N <br />INSIDE AND OUTSIDE 4" <br />-3" GROUT <br />SECTION <br />2•X3' CATCH BASIN <br />DETAIL <br />GRATE TO BE 2" BELOW <br />CUTTER GRADE 10' <br />TRANSITION EACH SIDE OF <br />CATCHBASIN. <br />A� <br />�5• <br />MAX <br />NOT TO SCALE <br />ARCHITECT /ENGINEER <br />PLANNER <br />A <br />HARTFORD <br />PEDIMMMI <br />LIDO �wMI <br />men wsoh m mop <br />I hed/ wiry Sal Mk Rao NeeTal'm <br />er need w Pewea by r . or MMe Ad, <br />U00 a 1554 end that 1 ea a Huy <br />UweM . /00 0 &Ow under tle <br />Wu d the tato d tiiceeb. <br />Ode <br />NMI Y. Ae160IC <br />iawaTss <br />CONSULTANT: <br />OWNER: <br />LEGACY <br />HOLDINGS -LL, <br />LLC <br />12.100 SNGUTREE APE IMAIME, MN <br />SPETIDEC <br />0 <br />PM 95b)WW0 <br />PROJECT: <br />BETTY'S <br />PIES <br />OF <br />LEGACY AT <br />WOODS <br />EDGE <br />LINO LAKES <br />TOWN <br />RENTER <br />PARKWAY <br />ISSUE: <br />5 -19 -05 - CITY REVIEW SET <br />Cs REV. THIS SHEET <br />SHEET TITLE: <br />UTILITY <br />PLAN <br />SHEET NUMBER: <br />C4.© <br />• <br />• <br />