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~~4 <br />4 r I ~ ~ <br /> I <br /> I ~ <br />• • k(? I <br />}r F _ ~ ~ , <br />i. 1 r 1~ r ~ . L - - - - - - - - - - - - , <br />- i I _ _ _ <br />~ r <br />T ~ ~ i I I ~ <br />.i i i ~ <br /> ~ ~ I <br />~i ~ I ~ <br />d - ~ i <br />"1t: - ' L_ <br />- - - I~.' - :_14~_i - -ai I <br />l `6I ~1 JI III - I ~ ~ ~ r <br />I • ] ~i I <br />Y, I i <br />- ~ I it • ' ~-EX. 24 C.M.P ~I ~ m <br />s; I I I ~ I ~ <br />II ' I I ~ I'I F'*' i <br />I ~ ~ ~ ~ <br />~ i I <br />~ " IT I ' I <br />~ ~ i i 1,' <br />~ ~ - ~INV 8941 ~ ! ~ 1 ~ <br />1, f ~ 1 . I I <br />~ I I I I I~ ~ <br />I ~ I I I I I { <br />. ~ I I I ~ ~ II I PROJECT LOCATIQN- - i ~ ~ ~ <br />I I I I I f I ~ I <br />1 l I r-~ ~ I ~ ~ r I I I ~ f 0 30 60 I ~ <br />~ ! ~ ~ v <br />~ t ti ~ i I / ~ ~ ~ <br /> ~ I i <br />~ ~ - ~ - 1 ~ 1 T,"15~SLOPEaUTILEASEME UTIL EASEMENT J I ~ i <br />v. 900 ~ ~ r _ - - - - - - - - - - - 92-'-y' \ ~ ~ ' - - ~ 898 9.a ~ I <br /> i ~ ' <br />Q7 ~ - <br />j-~- . <br />_ r <br />;1..~-.- f_ _ 4 r' : ; k o f~JTU ~R E ~ O 9~~ ...........BUC~:pI: ..::m:...:::: o - / i <br />)39 8 ~ g g 6 . - I I ~ i <br />' 892 ~ ~ :m::::::;::::.l.:::,. ~ i i <br />I ~ gg0 ~0 ao ,10~:,. 100 30 - _ <br />I ~ ~ ~ X _UE I L I ~~P. _ a-9- - ~ ~ <br />I Y F`ti 2 0 ~ E-~rtavazF_ ~:Kt~s ~~E - ~t~~ m ~ , f I ~u~ ~ <br />~ I .>=k1ST1~G - ~ 1 ~ PfZOP B11' DRIVE I ~ ~ <br />M I . ~ ~ICl1~i. 1 I ti <br />RF 894.0 120 ~ ~LOUGi~_. l .91`~ 1 1 ~ <br />' ~ INL888.4~4 EAST _ - - 1 1 ,s q~. ( 1t u ~ INV. 88.1 SOUTH) "'~y - PROJECT LOCATION MAP ` <br />~ - ~ _ ~ I = - _ - ~ 898 SCALE I~~=200 <br />I D - - - - _ . - - - - - ~ ~ 1 <br />I ~ \ I 1-~ _ _ 1 ~ ti 10 S P A M T - ~ ~ I l ~ ~ LO E E SE EN <br />1 ~ ~ <br />60LF-12~~CM.P, ~ ` - - - _ J_ _ PROPOSEDi DRAINAGE SWAL r - - - - - E (q LOO/o 7 EX. DIRT DRIVE AY (APPROX LOCATION) <br />INV. 887.50 - - - - - 1' e 8925 LOW PT IN DRIVE ~ 2 x 10 12~~ C.M.P. 4 x 4 x 4 <br />12~C.MP END SECTION _ WITH RIPRAP <br />TEMPORARY HAY BALE SEDIMENTATION <br />DAM {STAKE INPLACE) BAFFLE-WEIR i <br />{SEE DETAIL) <br />INV. 888.50 NOTE ~ POND OUTLET STRUCTURE AND STORM SEWER TO 8E CONSTRUCTED AFTER ALL SITE GRAIDING IS FINISHED, NOTES I) ALL WOOD TO 8E <br />` DITCH TO DAYLIGHT AS AND IF POSSIBLE AFTER TURF 15 ESTABLISHED TO PENTA-TREATED DOUGLAS <br />y DIRECTED BY THE ENGINEER. MINIMIZE EROSION AND SEDIMEN?AT"ION. FIR, WITH A MINIMUM A A ~ <br />i DIMENSION OF 2~~. 2130LT 2!~x 8~~ TO POST WITH <br /> 3/8~~ GALVANIZED BOLTS <br /> WITH WASHERS (3 BOLTS 3~•0~~ 3~•6~` <br />t PER BOARD PER POST). <br />• INV 886.5 2"x 8" <br />L -30~ RC . STORM SEWER {APPR X. LOCATION) <br /> i <br />~ <br />F~ <br /> 3'-0" <br /> 2~~x6" <br /> CONCRETE PAD <br /> 4' - 0.. <br />. J, S , <br />s <br />Y ' 1 ELEV, 890.3 <br />0 (100 YR. WATER ELEV.1 <br />w <br />a W <br />W r <br />N ELEV. 889.33 5' i ~`e, (I~YR. WATER ELEV.? <br />V <br />Y G <br />. <br /> 2" EL((E-'V, 888.50 <br />0 W ~ ~ ~ l ~I ~ E n CONCRETE PAD, V; ~ 4" <br />I _ M L ;d ~ , ~ e <br />I. J -I/2~~ WEEPHOLE <br />Q (1q 8~~ 0. C. <br />i' 1 Q <br /> <br /> SECTION A - A F <br />I <br />it <br /> BAFFLE -WEIR DETAIL <br /> SCALE I~~ : I~ 3itNpIW11~lYJ~fMF~r1"i9fl9wK":W«SJM!?~~M~FK:.: r~!~~ :MtlItL'.tt~'w~NZTMOiPIYSMEitl1/Y~ <br />- orally. ^fA~'.~}_ .fl~~ I~asYww~ens-sw•~v. .~..•I~.a..~•r.•n.. <br />~~a I <br />'F UBURBAN 79 12- 80 1 rif RFRT CERTIFY THAT THIS PLAN. SPECIFI I= P <br />NGINEERING _FD_ : ATION OR REPORT WAS PREPARED BY ME OR q f" W 1 S G I . \ F 1 P BY ~ <br />€i INC ti , L PJ.K i1'-jGER MY DIRECT SUPERVISION AND THAT I AM CBELAIR CONTRACTORS S PROPOSED BUILDING <br />QRAwN 6Y CULY 4F U15TE RED PP O'FSS UNA_t t.'4FfR e V OI 4A In o I <br />1 K D.C. ,I ~ II u: ~1Q it ~ F191 CmF xib-8i`-- - MinneaNolis 0 fed ~s i GRADING PLAN <br />- - _ _ j w~ 1 I WJ B. I 'wu <br />w jo _ Minnesota &U AND DEVELOPERS q' i"r01°iT T11.1 NO' LI NEW BRIGHTON, MINN. AgNOTED <br />N80-450 G p i <br />,i e. L - NIL. 1 scAL E <br />