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GENERAL UTILITY NOTES <br />cable III this p ect: Current standards cations ! e City of <br />1 Speclricotions oItd <br />a invent of Health antl MPC4 equ emenls e -pi where motlrtie <br />3 er State One Cal p or to y xcavat�on (651-454-0002 <br />to )Cu <br />4. 80Contsactor 66 cations and e vatiovs o dnderground utilities with utility <br />nii�yAid water, vatur g le ep ose, electric, <br />En <br />tr,,t to r h M1 r r r <br />A d 1' t t b d by fee Co t <br />Elk R'ver. MN 1 c°vcrete. <br />y ese P (Re pe) s A_ <br />1 be -TIN-Old A, caortlmo g M1n u y a pa ies to p°we pae antl/or line <br />or item on pthe uBidd Forme any lemporory c verls� ditches. glilterl A1h,, Nc, necesso y fo occo p sh tdh�is 21, 7 o�troclor s ovide a y troiric control. <br />n r r n r n n m rk r n m m m � t r n n ! n 21, espo TIble !°r o g q d resl°mti°n equ etl to restore surtoces to like <br />c t octa s o p ese ve a tl p a- t o o e s u d a u e is set a t e subtivs° a t eb Ind <br />etc), 13, T e Coe -A, s nedule the s r to ! cilitate 2 t p op y Hall be restored wtn n-Irvd <br />n u <br />rk sno be Token ono irevcnes of ocatans os determned y e E g ee or hs 2 oval on Perrot iron the ub c Works Id De acme 1 or fo <br />so! <br />alter cu . 9 act <br />d <br />Th. Eng I the y <br />Eni <br />begun all doe ageepo`fe undergroundqulililiepri- tos I bee med toy e bee sed byelheControctor, <br />y the Contractor at the Contractors p se- <br />B. Within °t r 3 of streets p 'vote dives and p Iing ots Contra Or U ut"ze oved so menst <br />antl e than 'I%. Bel- the <br />to n,eet Vb <br />standards beu ecled and qretested by IhecOwn esteng agent atuthe Con octane <br />1 MN/DOT cry Tmttic Control <br />'" <br />y <br />uvu �n <br />Ddr <br />y <br />p p <br />90D. <br />10. C l l rp t the Ail E sd l P l E gu eeru 48 Fou s p ar to <br />/ <br />slant eg work ed 0 ohs o ps°� rei <br />ect on tvg curb sna be <br />..iF <br />-- -- <br />882 �� <br />I I �88Z� <br />-_/� <br />II <br />j I <br />FI <br />REss BB 5.85I <br />8 a 0 _�-__ <br />y- <br />11 <br />➢ <br />/ <br />878-_-B84876 <br />��- <br />----_- - - <br />87s <br />1 <br />,� <br />NH <br />. .% /---__-_-_--8T8--- <br />J E Y%4 of the 5,`W.�a'�4, Sec. 11.-� <br />) 1 50 <br />j 1 25 I <br />88.61 <br />/ N89°52'25"E 1010.60 <br />-aao--� <br />as.os ��e �. <br />�1 �� <br />89° 25"E41 <br />(871.13*-) rf--- <br />-eao_ <br />81.58 _- 't <br />t <br />r <br />/ I r <br />P62 <br />PROPOSED BUILDING C T <br />11-181, <br />iE(SA=e/>,'r5 <br />1- A17 <br />(R-30 <br />(12" OUT) 'J <br />450o SF <br />i iEESUM-8T4,15 <br />V DEPTIS i(" <br />3o x 150 <br />FFE=883.00 <br />34 Elz/I <br />°NEB FETS <br />EES-B I'882 <br />_ <br />' <br />0 <br />LOT 1 LF 12 POP <br />CR IR ESRP-R11 `Pl <br />AENRON <br />�\ <br />®(iNCL 337 <br />A AND CVARD I <br />O <br />33 LF " RCP <br />` <br />( PROPOSED BUILDING D <br />5,2DO SF 11 Pi <br />/ <br />I III <br />40 081 0 <br />(INCL FES) <br />v- <br />FEE =83.0 <br />/-3oo) <br />FEG-o <br />2" <br />oo <br />2 <br />EiGbs(rz <br />'Ell) T o <br />I II _ �3? m E <br />sNy <br />A t I an d- NCrct4 <br />io <br />2 NNI <br />AoTsunR <br />S / <br />F2S-D <br />/ <br />- <br />\ <br />PROPOSE D BUILDING E �g <br />R E=eaD.2 �(RicRE oE) <br />R TOP <br />I�� <br />I I I <br />E RDPE 5,200 SF _ r <br />D 0 x 130 <br />`^ <br />OF WEIR=879,75 <br />FFE=883 LO <br />F 1@ <br />iS E)=8]6.2 C82?lN) <br />A-8]6.25 (12" GTE) <br />FEA-AN <br />035$ <br />�' ate" <br />/7/iEEN <br />\ ��LCC�i l )� <br />x <br />INV - 4 Inv% <br />PT RA J <br />E5R p �I <br />0\� I <br />U - -- <br />PROPOSED BUILDING F <br />\ 11 <br />\ <br />I <br />>`� <br />\\ P <br />\\ \ ,yam T nN- 0.6Ple \ <br />\\\\\ <br />POOL 5C=3,000 SF <br />FFE=883.0 .,Y/ <br />fPMR-12 d <br />iP s'1'ORM VAN'1E1z <br />\ <br />880 <br />e.e RE eat. INECA <br />( ) <br />MANAOi:MY:hT D/t STN <br />4g DA. PRECAST <br />E(N) ( ) <br />PONIDBOTTONf 871.0 <br />h'WL=R 57.00 (J'D!A-OUTLET) <br />RE=88222 (R 306]) <br />\ iE(N)=eTe.4o (12 N) <br />/ E(E) ( ) <br />�, E(W) eTT.T5 (1e' PUT) <br />'YR-8GA30 <br />IOYR=H�ft.R7 <br />100 VR-8]9.38 <br />IEEE)=s7E 15 Cle" iN) <br />�E(A=aTT.15 (le' Gu/) <br />(suMP)=24.c5 (3_ DEPTR) <br />j <br />/ 4a" Dt CPaE / <br />rAN) <br />/ E-aa1 oa <br />R 86 (R 3 <br />nor sansaep <br />a1 <br />tE( }aTa.45 (,2r t ) <br />\>\B r'RM�38I.0 <br />/ AT tE(W)=a a25 (15" -1) <br />� � B <br />\yu AS8���_ "---Drainage & ITtilty Easement-- <br />- <br />880 <br />---�--i------1 ---Aa4 - --- �� - �- , ------ <br />I T /T T <br />A16SS <br />\ m\ Aa'� 1 R 888.11/ <br />r _ <br />R-ls u m egg J - <br />ECAST <br />s RIN <br />> 282v aR-30c-) _il Ed <br />(12 OUT) <br />AT AC PC <br />AT 1 010 `o <br />12" uDP �1 <br />IIIEd 2 Ed <br />C \ <br />CE,o <br />\hT 1 s3 /E�s 'DUE <br />o1� <br />@ O.SJ9 v O' z <br />\� yy <br />IR 885.88I <br />nLF252 H PE I �� I � � I _ <br />1 2 PRECAST v I I J 11 <br />RE=881.90 (R-3 tCU I< I <br />v® \IV(N)=8]8.53 (12" OUi) M / W:Ed <br />R r <br />)� E, 1 \ \ V <br />1 O 882 <br />cD I I 3 I <br />11 �NIO 88o aI <br />1 A(D it 1 I o i tL- <br />1 p �_N 1 rTNH <br />_ h b �888.16 <br />(YIk' ss R _ <br />RE <br />« E5 to <br />1 SPo 2°RCP R 88448 <br />FES �1 I IN 88858I(E, W) <br />INVi1Br 76 <br />I <br />CLIENT <br />DAVID <br />VINJE <br />tleaitl@miczlm semenlz.com <br />LEGEND: <br />Ei9q woteaEuoi„ H Log 2 Ysd,L ewer <br />cc i$ a <br />_Got, VoIN, <br />+ Progoeea Ere y ant Ir < W <br />OLuao I m <br />z �2 <br />SURVEY DATA y p ? a Y <br />111- dibb 11.11bEk It.. W tl W <br />MNNETOUTH ,Upus. MN SS4pTOTE s' <br />DATED DUNE AT, 2C22 J y <br />lop �U <br />IT ITJTNI At IT111T <br />AT E <br />INDEX OF CIVIL SITE DRAWINGS: <br />CO <br />PROJECT LOCATION PLAN <br />C1.0 <br />PRELIMINARY PLAT <br />C1.1 <br />SITE PLAN <br />C2 <br />GRADING AND DRAINAGE PLAN <br />A <br />C4 <br />STORM SEWER PLAN <br />SWPPP <br />C5 <br />EX157ING CONDITIONS & REMOVAL PLAN <br />C6.1-C6.2 DETAILS <br />FILE NO, 00890 <br />C3 <br />