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Site Plan File - Approved PLZ 01900
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LP-300-399
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LP-306
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Last modified
1/18/2007 12:46:06 AM
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1/8/2007 2:08:06 PM
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<br />s'(f' MIN <br /> <br /> <br />2' ~ MIN. <br /> <br />" <br /> <br />H'IllRANT '" <br />SPECIFIED <br /> <br />..0' <br /> <br />/VAl1 BOX <br />.,.~ <br />I <br /> <br />. <br />I 5.0' 'I 3.0' I 5.0' I <br />~ <br /> <br /> <br />PENS1'RtAN UANNf'jp RAUP <br /> <br />8.3:11: OR flATTER <br />SLOPE . <br /> <br /> <br />.. <br /> <br />8rU8 CONe, C&C <br />MODIFlED <br /> <br />4- CONCRETE WAlK <br />MN/DOT SPEC. 2S21 <br />.. ClJoSS . AGORECA1[ BASE <br />MN/DOT SPEC. 2211 <br /> <br />.Kl:!IllIU:I <br /> <br />FIRE HYDRANT <br />TYPlOAL <br /> <br /> <br />PEDESTRIAN RAMP <br />HANDICAPPED <br /> <br />~ ~t!AJlm ~mrS~R <br />OR'STOR" SEWER "'-APMOPR"TE. _Ne TWO (2) <br />CONCfALED PICK HOLES. <br />NG RINGS <br />WAX. <br />~1!f~DE <br /> <br />FlNISHED GRADE <br />~=..,TOP~ <br />~~ FOR "'-. --J4"1- <br />CASTING INFO. <br /> <br />NO. 3 REBAR TO <br />EX1'ENO 1 r BEYOND <br />EACH SIDE or <br />CASTING E\lBEDDED <br />IN CURB. <br /> <br />tr lHICK CONCRETE COUAR <br />~~D~E1E <br />MNoIHOlE ClASS . <br />(NORtH sr... OIl ED""-) <br />USE -CRETEX" INT'EIW. IrlW-lHOLE <br />JOINT SEALS OR EQLW. IN HIGH <br />GROtJN) WATER ARfAS. <br /> <br />r H)JlJS11Nc <br />RINGS <br />3 - MIN. <br />. - WAX. <br /> <br />MIN Z' OYERHANG <br /> <br />NOItS: <br />. CROUT SHAlL BE USED 8tTWEEN [}Of RING NolO IS A s.tDOlE POURED <br />AROUND THE CATCH RINGS. <br />. ALL CATCH BASINS AND/OR MANHOLES WITH FlAT TOP SlABS MUST HAVE <br />l'ERMrHA11NC; w.NHOI.E SEC11ONS. <br />. USE GROUTED "'"tiC1U: Ill.OCK$ FCR CDMPlE1E STRlJGl1JRE WHEN GMR <br />IS MINIMAl- mo MANHOLE OPENINCS, WHEN -(1' <br />TWO CUTOUTS ARE NEmED. THE BOTTOM <br />IMHHOlE BI..OCKS FROM THE INYERT <br />PIPE. <br />STRVCI1JRE SHH..l. BE BRICKED NolO <br /> <br />POURED OR PRECAST <br />CONCRETE BASE <br /> <br /> <br />STANDARD MANHOLE <br />STANDARD <br /> <br /> <br />ll\e<dlrU!tlJ'NllIislfolt\_f"PhIlf_"......,4rut <br />~OflItllolll~Q"'~~f./lt_ <br />.,.,........CltllwSlClttolM'--*. <br /> <br />DRAWINC F1l.[: c: owe g504 03-1iI5047.OWC <br />RCV1S10NS <br /> <br />g <br /> <br />'110'tIle arc.. 1Dt-. <br />Sui~ '100 <br />K!l.newD.ka. MD.. <br />..... <br />fu: l::~1 ::tm <br /> <br /> <br />-7 BIT WEAR COURSE, TYPE 41 <br />BIT TACK COAT <br />7 BIT BINDER COURSE. TYPE J 1 <br /> <br />10" MnDOT 2211 ClASS 5 AGG. BASE <br />toox CRUSHED. <br />24- OF' J149.2.h CAANUlAR SOIL <br />SURFACE COMPACTION AND GEOTEXl' FABRIC, TYPE & <br /> <br />BITUMINOUS PAVEMENT SECTION <br />SEVEN TON <br /> <br />\~~ ~=.w'~ <br />\ ~~~" <br /> <br /> <br />1:1 SlOPE <br />I (m>.) <br />..." MnOOT 2521 CONCRETE MIX DESIGN <br />'-- MIN. 4- SElECT GfW.lUlAA MATERW. <br /> <br />CONCRETE SIDEWALK <br />SECTION W/OURS <br /> <br />.,--- SLOPE GUTTER TO Wo.TCH <br />, PARKING LOT DRAINAGE <br />'\ TIP GI.JT1'ER OUT AS REQ'D <br />\ <br /> <br />-. <br />I <br />r <br />I <br />....L <br />SLOPE f po, ft. <br /> <br /> <br />",..'" <br /> <br />0" <br /> <br />~-'2"~+-"--l <br /> <br />, <br /> <br />B-612 <br />OONORETE OURS & GUTTER <br /> <br />~ <br />ERJ ... <br /> <br /> <br />. ''''''7 <br /> <br />~ <br /> <br />- <br /> <br />1" R <br />........ <br /> <br />. i [' <br />" ~ <br /> <br />"J". <br />'r- <br />I <br />1 <br /> <br />~!Le8mIImg C&eInI,- <br />---- <br />f>Il~, AIoI>oImm Ull~2n51 <br />'11'01:("271'- <br /> <br />llElltOO ,. (PIlDme) <br />1. PlACE THE SEOtMENTAltON CONTROl FABRIC sror Of'" THE FENCE IN <br />THe: OIRECllON OF mE NofTICIPATED SEDIMENT FlOW (NO SIDE OF <br />~~ = ~~~~~. AND POsmON THE .POLES <br />2. USE A ,,_ SLEDGE HAMMER OR SlMIlAA DEVICE TO ORNE THE POlES <br />INTO niE CROUND UNTIl. THE BOnOM or THE rNOUSTRIAl NEmN~ <br />J. ~Y~E~~~~~o!~~U~A~~~~~~\HE <br />TRf>ICH. <br />4. Q.t,Cf(fJLL THE TRENCH WITH No\T1VE SOIL AND COMPACT. <br /> <br />IIEIHQD ,. <br /> <br />WE1ltOO '2 <br /> <br />POlE <br /> <br />SUPPORT NET <br /> <br />SUPPORT NET <br /> <br />POlE <br /> <br />f'um FABRIC <br /> <br />FILTER fABRIC <br /> <br /> <br />HATh'[ SOIL <br />roE-IN TRENCH fOR ENVlROFENCE <br /> <br />lIElHClO f2 <br />1. LAY THE BOrrow If' or SEDIMENTATION. CONTROL <br />THE NA1lVE SOIL. ONE TO TWO FEET BEHIND THE <br />2. PlACE BACkFILl ON THE fABRIC 1& SHaNN (SEE <br />FIRM WITH FOOT TO PRfNENT LEAKAGE UNDER TH <br />UNIT. <br /> <br />NETTING ON <br />H. <br />AND TAMP <br />fENCE <br /> <br />SILT FENCE <br />DIVERSIONARY DIKE <br /> <br /> <br />NOTE: _ ROCK CONSTRUCTlON ENTPJ.NcE SHOULD BE <br />^ UfNlMUM HEIGHT or 2.0' AND CONTAIN <br />MAXIMUM SIDE SLOPES Of 4:1. <br /> <br />ENTRANCE DETAIL <br />ROOK OONSTRUOTION <br /> <br />KlnderCare <br />Learnlng Centers, Inc. <br /> <br />~ <br />~ <br />(9A2] <br /> <br />GENERAL <br />DETAILS SHEET <br /> <br />N.w _ Brfghton, l.4n. <br />
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