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NOTE: <br />COVER FITTINGS WITH PLASTIC <br />CONCRETE 102 TO POUR NG <br />PLAN <br />UNDISNRSOO <br />SOIL <br />2500 P02 CONCRETE <br />20 DAY STRENGTH <br />SECTION <br />CONCRETE REACTION BACKING FOR BENDS <br />DETAIL <br />1 <br />NOT TO SCALE <br />111 mPTMG111 2004, 702,1090 GROUP NE. k¢ nRO710015 RFMNEE7UH0RERS <br />03.1 <br />UNDISTURBED <br />501L <br />PLAN <br />UNDISTURBED <br />SOIL <br />■0. <br />PLAN <br />CONCRETE REACTION BACKING FOR TEES <br />DETAIL <br />NOT TO SCALE <br />INFI- SHIELD" - <br />SEAL OR EQUAL. <br />1/2" MORTAR <br />ON OUTSIDE. <br />BETWEEN RINGS, <br />CASTING & ANC <br />MANHOLE. RN15H <br />SMOOTH ON <br />THE INSIDE <br />NO MORTAR ON <br />INSIDE. <br />MANHOLE <br />SLEEVE <br />SEE DETAIL <br />SECTION <br />NOTE, <br />COVER FITTINGS WITH <br />POLYETHYLENE (44422.) <br />PRIOR TO POURING <br />CONCRETE. <br />2500 P.S.I. CONCRETE <br />20 DAY STRENGTH <br />RINGS (3 MAX.. <br />1' MAX OF <br />RINGS & <br />MORTAR). <br />6' <br />PLAN <br />_ M <br />STAINLES <br />STEEL <br />STRAP <br />66 -} FLEXIBLE <br />SLEEVE <br />SECTION A -A MANHOLE SLEEVE <br />NO WOOD SHALL BE USED FOR ADJUSTING CASINO, CEMENT MORTAR ONLY. <br />CAST IRON MANHOLE FRAME k COCOA AS PER SPEOFTCAIMNS. <br />■ANNOE STEPS SHALL IS CAST MON. 20 213 OR STEEL REINFORCED PW IL RR <br />�5C4Ta. STEP LOCATION SHALL BE AS NOTED IN THE SPECIFICATIONS. <br />7C CEP AND OVER TO BE CONSTRUCTED WITHOUT STEPS. <br />PRECAST REINFORCED GNOME MANHOLE SECTIONS PER A510 C470. FURNISHED <br />GENES M0 00 5220NT EXCEPT AS DTHERMSE SPECIFIED. <br />A it OR IF BARREL SECTION SHALL BE INSTALLS/ 1MEIER TIE CORE WHENEVER <br />POS46LG <br />RUBBER CONNECTIONS BOOT AND ayENTN�w3. IIWM SURFACE WATER BE BY CAST FINISHED SMOOTH. <br />SANITARY SEWER MANHOLE <br />DETAIL <br />NOT TO 72242 E <br />511002 <br />FILTER awn, L0 <br />COVER AS <br />SPECIFIED <br />WATERMAN SIZE VARIE57 <br />B-0 <br />CURB• <br />1�: ��+WMII =IIWM�IW <br />0"%6X16 CONC. BLOCK <br />GATE VALVE <br />DETAIL <br />NOT TO SCALE <br />RINCS (3 MIN., 1.0' MAX. <br />OF RING5 & MORTAR). <br />1/2" MORTAR ON OUTSIDE, <br />BETWEEN RINGS, CASTING & <br />MANHOLE. FINISH 50200TH <br />ON THE INSIDE. <br />NO MORTAR ON INSIDEI <br />PRECAST COVER SLAB <br />(TYPE 2) <br />2 STRIPS BITUMASTIC <br />SEAL ON SLAB <br />JOINTS. NO CEMENT. <br />INNTi•i111= <br />Y -- <br />illlM11111=p) <br />GATE VALVE BOX <br />GATE VALVE <br />1 1 /2" WASHED ROCK ALL <br />AROUND. MIN.1 /3 C.Y. <br />(MIN. I C.Y. IN IMPERVIOUS 501L5) <br />TIE RODS <br />MNDOT 3733 TYPE 3 <br />GEOTEXTILE FABRIC <br />MIN. 1 LAYER <br />ATTACH TO TOP OF BONNET <br />"INFI- SHIELD" SEAL <br />OR EQUAL. <br />3 <br />NO 50000 SHALL BE USED FOR ADJLST/NG CASTING: meow MORTAR ONLY. <br />CAST MON MANHOLE FRAME If COMER AS PER SPECIFICATIONS. <br />u00IE STEPS SHALL BE CAS7 120X. ALUMMUN OR STEEL REINFORCED PUS71C <br />PER ASV 076. LOCVRON SMALL BE AS NOM M THE SPECIRCAT0NS. <br />PRECAST REINFORCED CONCRETE NAM01E smarms k BASF 5UB PER A51.1 6479. <br />S. SH PRECAST MANHOLE SECTIONS WOH 0 -980 OAPIEt5 k LMBRICAM EXCEPT <br />OTIY0RWSE SPECIFIED <br />A SECTION 2" OR SORREL SECTION SHALL BE MTAUED UNDER THE CONE <br />WHENEVER POSSBLE. <br />FXL OPENING BETWEEN PPE k MN 7911 WITH CEMENT HORROR. <br />INSIDE SURFACE SHALL 8E FINISHED SMOOTH. <br />STORM SEWER MANHOLE <br />DETAIL <br />6 <br />NOT TO SCALE <br />PLAN <br />cwww raw N.M.15V <br />sc. law <br />()FP Pow 5Pa5Mr or soma Ha Or. vaa IS'. <br />®152 .v2. 02]601 ,�HiN• FNe: N < a <br />aMracrw�A <br />v at arw a T7.: a A apron) FM. <br />03.1 <br />TABLE OF OUAINMES <br />1782F O< DAINTIES <br />WRAP AT 800-0 OUTLETS a• BOXES OF 00452LENT SPAN <br />I.P© <br />O E.' <br />tl5T <br />CVSS Iu <br />tl5P9' <br />CLA55 v <br />ay0"TZ <br />DM. <br />RI <br />L <br />LR) <br />72- <br />De Faa <br />Ca r4. <br />r <br />DwAY <br />G <br />'Cv. . <br />pth <br />De <br />Nr jp. <br />r <br />p <br />Am. <br />been W. <br />Cvy Ta. <br />29 <br />Depth <br />;C rIg..CFALV,I. <br />17 <br />OW3 <br />GronM <br />42 <br />1 <br />N <br />30 <br />�b <br />4B <br />0 <br />1� <br />1 <br />16 <br />20 <br />36. <br />15 2 <br />1,i <br />B3 <br />TLS <br />14 <br />20 <br />2.2 <br />¢9 <br />41 <br />B3 <br />109 <br />116 <br />494 <br />2.t <br />07 <br />S5 <br />3510 <br />2.B <br />55 <br />422..9 <br />1782F O< DAINTIES <br />WRAP AT 800-0 OUTLETS a• BOXES OF 00452LENT SPAN <br />I.P© <br />pr-- 3' wavy MA0a 9017 72 ma.,. <br />oM <br />R, tar pMNAaL R I ealaw9equC RM : ,7a parmaA <br />FLARED END SECTION <br />DETAIL <br />NOT TO SCALE <br />3/4" GALVANIZED <br />STEEL TIE RODS <br />OR "MEGA we BRAND THRUST <br />RETAINER GLANDS AT JOINTS <br />SEE STD. DWG. 203 <br />ATERMAIN <br />HYDRANT <br />GATE VALVE <br />& B Y <br />002205 <br />Be <br />OF <br />2' -6 VARIES <br />CURB\ <br />24 <br />PROP. LINE <br />ce <br />8. <br />WELD CONDUCTIVITY <br />STUD T BELOW FLANGE <br />(FOR LOCATION <br />rPURPOSES) <br />COVER AS <br />SPECIFIED <br />r000ltXTILE FABRIC <br />MN007 3733 <br />TYPE 3 <br />CONCRETE <br />BLOCK <br />REACTION <br />BACKING <br />ApP <br />7108 41s <br />CONCRETE <br />BLOCK <br />WATER HYDRANT <br />DETAIL <br />NOT TO SCALE <br />0117E0110N OF FLOW <br />4 <br />C3.1 <br />140 BLOCK STRUCTURES ARE ALLOWED <br />CASTING AND <br />ADJUSTMENT <br />RINGS AS <br />SPECIFIED. <br />24"x36 <br />PRECAS <br />DOGHOUSES SHALL BE <br />(ROUTED ON BOTH THE <br />INSIDE AND OUTSIDE. <br />1 1/2" WASHED <br />ROCK ALL <br />AROUND <br />MIN. 1/3 C.Y. <br />(MIN. 1 C.Y. IN <br />IMPERVIOUS <br />SOILS.) <br />GRATE TO BE 2" BELOW <br />GUTTER GRADE. 10' <br />xi TRANSITION EACH SIDE OF <br />CATCHBASIN. <br />4' <br />MAX <br />I <br />SECTION <br />STORM SEWER CATCH BASIN <br />DETAIL <br />3" GROUT <br />NOT TO SCALE <br />0 <br />:.E- <br />FOR REVIEW ONLY <br />NOT FOR CONSTRUCTION <br />ARatfECT /ENGINEER <br />PLANNER <br />HARTFORD <br />EMMZEM <br />CONSULTANT: <br />OWNER: <br />LEGACY <br />HOLDINGS -LL, LLC <br />22E00SORRETNER UNE <br />EDEN FRAME, NN <br />S2.74M1Ix0 <br />99- 746.2201 <br />PROJECT: <br />LEGACY AT <br />WOODS EDGE <br />WOODS EDGE <br />HOTEL <br />PROJECT <br />LINO LAKES <br />MINNESOTA <br />ISSUE: <br />08 /I0/05 CRY SUBMITTAL <br />09/77/05 REV PER CITY <br />U REV. THIS SHEET <br />ONO REV. THIS SHEET <br />SHEET TITLE: <br />UTIUTY DETAILS <br />SHEET NUMBER: <br />C3.1 <br />• <br />• <br />• <br />• <br />CORM R <br />a SO`r <br />Oast M <br />a5O"r <br />Clam N <br />/1,T? <br />Spa, <br />Pl. <br />(tt <br />L <br />(P1) <br />DP <br />qWn <br />CpC.}CU <br />n <br />WA <br />1ST <br />DN. <br />CY"C <br />'' <br />T."MerTJCv <br />11E <br />Dept, .MUR <br />OWppnn d <br />tl <br />22 <br />20 <br />Ja <br />SB <br />ID <br />12 <br />14 <br />1 il <br />O.B <br />.0 <br />].2 <br />122 <br />2.0 <br />18 <br />i.6 <br />8 <br />5.0 <br />0 <br />0O <br />490 <br />iI <br />5.2. <br />BS <br />10.0 <br />lea <br />RSi <br />5.5 <br />T.2 <br />13] <br />pr-- 3' wavy MA0a 9017 72 ma.,. <br />oM <br />R, tar pMNAaL R I ealaw9equC RM : ,7a parmaA <br />FLARED END SECTION <br />DETAIL <br />NOT TO SCALE <br />3/4" GALVANIZED <br />STEEL TIE RODS <br />OR "MEGA we BRAND THRUST <br />RETAINER GLANDS AT JOINTS <br />SEE STD. DWG. 203 <br />ATERMAIN <br />HYDRANT <br />GATE VALVE <br />& B Y <br />002205 <br />Be <br />OF <br />2' -6 VARIES <br />CURB\ <br />24 <br />PROP. LINE <br />ce <br />8. <br />WELD CONDUCTIVITY <br />STUD T BELOW FLANGE <br />(FOR LOCATION <br />rPURPOSES) <br />COVER AS <br />SPECIFIED <br />r000ltXTILE FABRIC <br />MN007 3733 <br />TYPE 3 <br />CONCRETE <br />BLOCK <br />REACTION <br />BACKING <br />ApP <br />7108 41s <br />CONCRETE <br />BLOCK <br />WATER HYDRANT <br />DETAIL <br />NOT TO SCALE <br />0117E0110N OF FLOW <br />4 <br />C3.1 <br />140 BLOCK STRUCTURES ARE ALLOWED <br />CASTING AND <br />ADJUSTMENT <br />RINGS AS <br />SPECIFIED. <br />24"x36 <br />PRECAS <br />DOGHOUSES SHALL BE <br />(ROUTED ON BOTH THE <br />INSIDE AND OUTSIDE. <br />1 1/2" WASHED <br />ROCK ALL <br />AROUND <br />MIN. 1/3 C.Y. <br />(MIN. 1 C.Y. IN <br />IMPERVIOUS <br />SOILS.) <br />GRATE TO BE 2" BELOW <br />GUTTER GRADE. 10' <br />xi TRANSITION EACH SIDE OF <br />CATCHBASIN. <br />4' <br />MAX <br />I <br />SECTION <br />STORM SEWER CATCH BASIN <br />DETAIL <br />3" GROUT <br />NOT TO SCALE <br />0 <br />:.E- <br />FOR REVIEW ONLY <br />NOT FOR CONSTRUCTION <br />ARatfECT /ENGINEER <br />PLANNER <br />HARTFORD <br />EMMZEM <br />CONSULTANT: <br />OWNER: <br />LEGACY <br />HOLDINGS -LL, LLC <br />22E00SORRETNER UNE <br />EDEN FRAME, NN <br />S2.74M1Ix0 <br />99- 746.2201 <br />PROJECT: <br />LEGACY AT <br />WOODS EDGE <br />WOODS EDGE <br />HOTEL <br />PROJECT <br />LINO LAKES <br />MINNESOTA <br />ISSUE: <br />08 /I0/05 CRY SUBMITTAL <br />09/77/05 REV PER CITY <br />U REV. THIS SHEET <br />ONO REV. THIS SHEET <br />SHEET TITLE: <br />UTIUTY DETAILS <br />SHEET NUMBER: <br />C3.1 <br />• <br />• <br />• <br />• <br />