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I <br />OS #3 <br />TC=57.90 <br />INV_ =131.72 <br />67 LF •2 HOPE <br />AT C00% <br />105 LF 18 I-1 <br />' DPE <br />AT 2.57% I <br />CONNECT 1O FUTURE <br />STORM SEWER (BY S <br />INV=56 5 <br />FIELD VERIFY 11%1V <br />_ • • •= - _ • <br />F{ <br />- t <br />• <br />r.E.- <br />I-0 <br />2 1:11 1 P0 • , - I <br />!. • <br />• <br />r- <br />=3 <br />0 <br />• <br />Li 7. ■.- <br />, .. - L. z..c.; <br />'-, c17-1 <br />...'" ...C \ <br />4.. <br />L -- - _ <br />- - <br />I_ <br />- s-,_ +I: <br />_ _ ... _ .,i• _ _ _ ._ _. <br />•„ ... <br />, : C 10 <br />••.'1 _ _ --„-. <br />57- <br />-- - '-..-- f <br />< ! <br />• <br />. • • _ . . . . <br />• - • • • • • • • • • • • • - • <br />. • . • •• ••• _• • ••• •.• • • • •• _ • • • • ••• • ••••• ••• • - • •••"-- •••• .•...•. ••_•• <br />• .• . • ••• • • _ • . . _ • . • . . . . . . . . . . . . . . . . . . . . . . . <br />. . . . . . . . . - _ _ . - . . . . . . <br />• • _•••• • •-_•••••• • • - • • • • • • " • •.•. • • • : • • • • • _ • • • •'::".. • : " • ". 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' •••• <br />• • • • • • <br />. . . <br />.•.'. •. <br />•••••••••• <br />=so <br />•. <br />• . . <br />Altetir <br />•.•: • •.• • .• •••■••• • •-• <br />' ' .•. . • • . <br />.•.•.•. .•■•■•■• . .-.•.•.• • <br />• • • • _ • • • - _ • • • <br />• • _ • • • _ • • • • • • • <br />- <br />...••••••--•••••••• <br />. <br />•.•_- " • . • . •:. • . . . . <br />CONNECT TO FUTURE <br />STORM SEWER (BY OTHER" <br />FIELD VERIFY INV <br />- - <br />.•. • _ • . <br />_ . <br />. . . - . <br />• -••••••••••_•••••••• <br />• -.-••.•••••_••••••'.. : • <br />• • . • _ • • • • _ • • • • • <br />_ _ ......... • <br />• • •.•.• • .. . . <br />LF <br />' RIM M • SMITIO <br />• MFA4=11/1/M. 1111 . 1 . 1141•1.61. ' 2...r <br />.--- <br />_-- - <br />. _ . • . • . " . • . <br />. '..'.'..'..'.".•:. •::. ••••• <br />. ... . . . _ . . . : • : : . • . <br />•• ." . ' " " " " ' " ' " " •• <br />.•. • • • . • • • • • <br />. . . <br />. • . •••_•••• " •.'. <br />. . . . . . . . . <br />-•-•-.- ..'• •• <br />. ......_ ......... <br />. • . " " " • • <br />• • <br />• <br />: : <br />-x .....' <br />..:3 <br />.• - .-- <br />AGG REGATE- <br />•••••••• <br />'.•_•••• : :" ..•. . <br />-3 RETAINING WALL <br />Cj <br />. • .. . . . . - _ . . . <br />. . •.• • . - . . " ." ' " .•. . . <br />. . . . . • <br />- <br />- • . <br />•••••• . :_":. <br />• • • _ • • • •••• •■ <br />• • . <br />.•.•■•-• .•. .•.• • • <br />• • • • • • • • <br />. • . • . • • . . • <br />• . . " ' <br />. • ."." <br />. . <br />. • . • • .• :.•. . . . . . . . . . . <br />. . . . <br />• • ••••••••:::;:-........ <br />•••••••.•Ell. MONA <br />• <br />• • -.- • •:... <br />. . . •.•.. _ . . . <br />... <br />. ••• " : '. • '. •.•••:- ." ' " ' • <br />.• • • - • • .". ••••• • • <br />• <br />7 .-- _, .--, <br />..,-.. <br />• 1 N zX:'" '2' ' :- .::5;'• r,V.; <br />.- <br />70 <br />,L:-- <br />:•.---5 ,- <br />:•-.. .-/ <br />•■■■•■•••••■■•■•■••■..•■•••••■• <br />1• <br />1 • • <br />• • • <br />. _ . <br />.-.•.•.. • . •.• .• • _ • <br />_ .• - :::::.". <br />. <br />GENERAL NOTES <br />• <br />• <br />If <br />_ <br />c. <br />C_: <br />L_I <br />1-1) • <br />E X F \-1 1 N 1 <br />••• •••••• <br />• <br />1. BENCHMARK: SEE PLAN <br />2, NOTIFY ENGINEER IMMEDIATELY IF ANY DISCREPMCIES ARE NOTED BETWEEN EXISTING <br />CONDITIONS AND CONDITIONS NOTED ON THE PLANS WHICH ARE SIGNIFICANT <br />ENOUGH TO ALTER THE INTENT OF THE DRAWINGS. <br />3. NOTIFY AU- UTILITY COMPANIES EFEFORE CONSTRUCTION AND VERIFf LOCATION OF <br />ALL L.M1_111ES BEFORE BEGINNING WORK <br />- <br />4, CONTRACTOR SHALL VERIFY ALL IS/ CONDITIONS INCLUDING LOCATIONS, <br />RIM AND INVERT ELEVATIONS OF EgISTING DRAINAGE AND SANITARY STRUCTURES, <br />LOCATION AND SizIE OF EXISTING SANITARY AND WATER STUBS AND EXISTING <br />GRADES. <br />. . . <br />LAN <br />...■ammauuslillairmmekl+IliPmLRIF•ffm <br />• : <br />e 1 LI ) <br />j <br />\ <br />5. EXERCISE BEST MANAGEMENT pRiolzTLCES (MW) TO MINIMIZE EROSION AND SEDIMENTATION <br />DURING CONSTRUCTION. USE SILT 'FENCE AND CATCH BASIN PROTECTION' TO MINIMIZE <br />SEDIMENTATION OFF Srl OR TO PUBLIC OR PRIVATE STORM SEWER SYSTEMS. <br />6. owNER. SHALL MAINTAIN EROSION AND SEDIMENTATION CONTROL DEVICES SUGH AS CATCH <br />BASIN PROTECTION SiLT FENCE, ETC. U Nil L PAVING IS INSTALLED AND GRA.SS OR SOD <br />IS ESTADLSHED. NO MORE EXISTING VECETAT1ON SHALL BE DISTURBED THAN IS <br />NECESSARY TO COMPLETE THE SITE WORK INDICATED ON THIS DRAW1t4G, <br />7. SEE SKEET C3 FDR MISCELLANEOUS DETAILS. <br />8. HORIZONTAL CONTROL IS PROVIDED BY MILLER ARCHITECTS AND FIELDERS_ <br />...---. _- a 0.-... <br />..x. <br />\. <br />ri <br />-,- ,- --- <br />__- <br />1 --- - <br />. - , 6 ..F'=-j :_:1-- r F.1 ...12 :.!.= 'ifF F,E1/r: .---- <br />or T- IL SW1/4 0' S'....2-'101 27 ------- <br />Li fl <br />•-•-• <br />z <br />-••• <br />--- <br />HEW( our( <br />sILT FENCE (TYP) <br />E <br />-. <br />X <br />L . <br />••••••. <br />10 <br />- • . <br />--- _ _ • _ _ . _- --- <br />-----,(- 4 <br />- ,_,-- --I <br />_ -- <br />i 'l Z1.. 7 -- :Th4 -1 - -----L. <br />c.: • <br />-,-- <br />...- .-.- ...-. <br />- ---.r .___ _ -...„_. . ___ _. _ _ : __ __ ,:_. <br />f -- r <br />- -111: ,..,... <br />1 - _...r.--.1- "-A i <br />.I <br />I --'. Ir ----- <br />•--- ---. --::.-- ' <br />-- <br />_ <br />•/ ..." <br />:II ' - 5 <br />...-- <br />'III - - - .... 7-(.,- :: I <br />.- <br />'...- <br />,- 1 <br />... ...--.. I _ ! .. <br />-i . <br />../..._, / <br />C---:: J .-- <br />...... __.. -- .. <br />C=J <br />CD <br />1 . <br />.•_ <br />:: <br />- J- - <br />:.< <br />:7= .1 r .- <br />`-..--- <br />•-._ - ' - 1 <br />_ .Z1: <br />..-.: .._ .r.- <br />.....-_, <br />r--) c) :...4 1 <br />Li <br />i <br />\ <br />_, ••• • -C-.. 7C - 171 .% . . .. . - - ...-. - .. ; C- : I - , . -Th 1:1 1 - -.. '.- 7! : ' : - ::" r ' - 7 4 _ : <br />- : ::: / . . - :::: i 71 \ - -- - - 1 <br />1 • <br />. i <br />■ <br />i <br />% CD •--7, 'T i <br />i l 7- . _ _ _....---.....--"\. <br />;i_..__Ni <br />\ 7 -- ..-4: <br />- <br />__!..._:• - <br />' 4 ,. ' <br />I II-H .:(L., 8.5 <br />... <br />.f..- .-_.5 <br />. . ...._5 <br />_ - • - <br />___- -- <br />1 / <br />.• <br />ef.• <br />I _ <br />(-} <br />17E <br />• <br />1 <br />, • <br />_ <br />PONDIN6 - AREA -------- <br />r <br />- - ;-.1 • <br />(0 <br />C <br />9. SEE ARCHITECTURAL PLANS FOR SFIE IMPROVEMENTS. <br />10. SPOT UEVATIONS ARE FLOWLINE AND/OR FINI-IED GRADES UNLESS OTHERWISE <br />INDICATED ElY LOCATION OF TFIE SPOT. ADD Fr TO FLOWLINE ELEVATIONS TO GET <br />TOP OF SIDEWALK ELEVATIONS UNLESS NOTED OTHERWISE. <br />11. ALL PROPOSED ELEVA.TIONS ARE TOP OF PAVING OR GUTTER UNO... PROPOSED. ELEVATIONS <br />ARE SUGGESTED ELEVATIONS TO PROVIDE POSITIVE RAINACC TOWARDS CAT C H BASIN <br />OR OUTLET'S. 1HE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY TFI ES E AND PROVIDE <br />THE REQ UI RED ELEVATEONS TO PROMIC T POSITNE DRAINAGE THROUGHOUT THE PARKING Lo <br />-9P- - <br />_ - • <br />/ . <br />---- •••• <br />4 ...• ej • __--- 7.;.- <br />-...- <br />,... - . 1 ., ..._. -- - - - ..-ei.• .._ s. .. ' <br />k ••. ; . .... .!. -.... .....r.. --_;=_- _.L <br />__ _ _ _ <br />-% \ <br />! , • ..: _ <br />---- - - <br />-1 7-- -- i _I --->'-_ ••••-- -= - --- <br />-___ <br />____ ._ _ <br />• - <br />_ - - <br />• <br />PrA <br />00 <br />rj <br />01 <br />uJ <br />• : - <br />•••• <br />. 1 _ <br />1L:c.! <br />' <br />• <br />f• <br />; • <br />- <br />-- <br />BROWN HERKE4FiOFF <br />E NGI NEERS -SURVEYOR <br />1. 2r.d Street North <br />Sauk Rapds. MN_ 55379 <br />Phone_ (320) 25G-123'. <br />Fax (320) 20-1234 <br />1 hffeby t Fiat - this phoN <br />spe;dific reprJr w.as <br />prepored by me or under rr. y <br />diroct 551...iprvison and that I <br />urr. c duiy 11(.7erEld. ERMICEIR <br />under We lcrin of the <br />MiNhIESOT_A <br />_ <br />TOM HERKENHF, PE <br />05-31-01 25520 <br />Dcte !_iceris...2 N. <br />