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-NO SURFACE - <br />YDRFAR BETWEEN - - WN O NEGO F FON <br />GSRENC. RINGS MND D SUNG NFORINTpN <br />SBUCMBE <br />CONOKTE __ TG ON Um OF 1. Weald <br />ENCSE CASING AND R 4 CONCRETE <br />RRN CONCRETE CURD AWUSIHEM W S <br />A D o_ -, ON 4 AILOAED. <br />NORDR W% (EPEC. <br />�) SHALL BE USED i S,-CONC— <br />SfaneN LIE <br />lUR fi.-- j <br />j� • L FR¢ASI COxCRETE BASE <br />a _. <br />tam <br />I A LONCRERE SAOfdE SH.VL RE PoURW ABOUND <br />THE ADIUSONO TILS r, HOHEVEP. <br />WINE 112 COIICRETE FiRODT BETWEEN BAGS. <br />7—INCH CATH BASIN <br />HSE <br />WNNIEO �LL c <br />/ 10 \ PIPE INSUiATION DETAIL <br />ITER-TIGXT CDNN¢iXN3 SH41 BE -N N- <br />2 USE SCMfDULL 40 PUL ON NL .PES. UNLESS NOTED <br />OTHERNSE. <br />S. HE _-BE <br />SHNL BE INSFKIFO <br />ON E BUNUINO. <br />r ROOF DRAN EMUT <br />REFER O SHMSN 1 I._ SEE SEWER iiBu: DN sqE UIUtY FGN CSAR <br />PAD DETNL BELOW.- - - - �-- <br />4Y REND (SOI. 4O PUD) <br />AND HEEN PIPE <br />NEENAN R-4350 <br />CASING <br />SPLISBX PAO� <br />T— i <br />EGL BEB'EEN <br />HRBO <br />W/ NON-9INKROIR <br />tY RRER HPE <br />RANULAR <br />BBACNn. ~` <br />CONPACIFD BACNFlLL <br />EP DJNE 1\ <br />HPE E.BEENENR <br />t _ <br />BFJMNNG 4W .' T-107 <br />— tR _N a— <br />SEE SERER TAIIE ON ATE UF_ PIAN - <br />FOR SLS �ATpNTo <br />OF CONNELTOu <br />a <br />PPE BEDOLVO <br />i <br />fOUFffi51OED <br />Mr,w�}. CEMO� (AS N) <br />1. HE UNNW TRENCH WNM '1V' SHAE BE OR 11E.Oe412 ­ <br />IIS <br />S <br />2. _N1 NATER. SIw41 BE CLASS 1 OR - E WT - BEFER TO PECPGTINs FOR MALS. <br />S. REFER TO Astu 02J21-05 'UNDERtBNRO I- OF TMERYOPLSTN: PPE FOR <br />gMERS AND OTHER GRAVRY _ APPLNI•TNNS• FCi DETI25. <br />C PV <br />l BIM of CURB <br />­04ORION SPda I <br />LA-CH GWO <br />OR CA PLAN <br />12ME%PNVAUN GRATE 2" RAg15 <br />WRB sts. \ FINDS, <br />IN ' GGPIDTEE TUBE 2OUBnEELONI GUnEB <br />YINNUY '' ��BIIID�E TO CATCH BARN. <br />OF 4 CONCP <br />iR—ADUUSMEM RINGS VARNBLE <br />SECTION VIEW <br />D -e' WBWu <br />-(2/3)D (1/3)D - ' <br />12' PVC HPE - <br />�N�N2- <br />WDWN SPCn <br />(SEE SECTNN LAM <br />PLAN VIEW <br />71 DOWNSPOUT DRAIN WITH SPLASH PAD AND CA`iNQ <br />Nomue BERx'EDrN -- <br />c�.rnNG.1RRYws AUD I .•.�- w ,� <br />j <br />EGNCRERE COLLAR O f l <br />EXCASEc . AND FL <br />ARD- .. NS, DY <br />M( 4 <br />USED F) Awl BE <br />USED FOR CHAR. <br />B <br />51 <br />R CAS TH IN <br />RE> A iR�Bd1 INBN- <br />Rc,,. ror Aa4Am) <br />GPnoNAL a.ENFLow <br />E <br />cWO�R0.�BWPoER (Y1. OR z'M IsTNQD <br />r r <br />ATHEE ��' NL IVIESTEPE aULL BE -DD GI <br />TNENI SIDE FOR S <br />w TO MGANETER PUCE SIEPE ON <br />RNNi MPTBI SNE WHEN FACING <br />DOMNSBEAY LL LANES OVER }P' <br />FOR A <br />CATCH BASWI <br />BARRIER _E Nn/DOT ]149.2. COSSE ROCN <br />TSIBCRIIAE1. <br />Ut. TD SEWER CAST <br />UDNY PLAN FOR <AsiWG A3 <br />. <br />AND <br />PIAN <br />I91ES <br />4ANNVN DISTANCED POST. IS 4'. AN E%D4 <br />NUN CF 2 YAYNUN OF 4 <br />ON <br />MST WT BEL SUR C EACH ADE <br />Y. TAW UNHA SURFACE HAS BEEN PAVED AND/CR <br />/ I <br />p)ypyEDEIE MOUJSTNENT RPIGs <br />IED, <br />-S' <br />PRECAST -FORCED <br />ODN _ MANHOLE BLAB- <br />IS NDE POLYPROPYLENE (ASM <br />21") sRO TO nsµRNNIX4E STEPS <br />EaWC151RN:s PS -I -PF) OF <br />RCNFORLED 1`PECCMCRETE <br />I <br />_ <br />pJ1RON1 OCAT SIBBiUIGRE <br />STANDIfipS <br />ALL JCROS IN NAN.OLE TO <br />-O• <br />.1w RWD BURNER <br />SRETS <br />PPE SHALL BE CVT OUT FWSN <br />TN MADE FACE DF WALL <br />LPHIM. SLAB MICKNE55, R- <br />FOP 14' DEPM. INCREASE <br />I <br />-1 I S, <br />F <br />DFPM c:REFAiERETH%N i4• - <br />SECTION <br />-_ <br />GROUT NTTCY OF .-O <br />DIANEFER OF PIPE AND <br />-1/2 <br />SLIP CRWT Y TONARD <br />INVERT, <br />�� <br />7 MT <br />M SEWER MANHOLEICATCH <br />BASIN <br />l BIM of CURB <br />­04ORION SPda I <br />LA-CH GWO <br />OR CA PLAN <br />12ME%PNVAUN GRATE 2" RAg15 <br />WRB sts. \ FINDS, <br />IN ' GGPIDTEE TUBE 2OUBnEELONI GUnEB <br />YINNUY '' ��BIIID�E TO CATCH BARN. <br />OF 4 CONCP <br />iR—ADUUSMEM RINGS VARNBLE <br />SECTION VIEW <br />D -e' WBWu <br />-(2/3)D (1/3)D - ' <br />12' PVC HPE - <br />�N�N2- <br />WDWN SPCn <br />(SEE SECTNN LAM <br />PLAN VIEW <br />71 DOWNSPOUT DRAIN WITH SPLASH PAD AND CA`iNQ <br />Nomue BERx'EDrN -- <br />c�.rnNG.1RRYws AUD I .•.�- w ,� <br />j <br />EGNCRERE COLLAR O f l <br />EXCASEc . AND FL <br />ARD- .. NS, DY <br />M( 4 <br />USED F) Awl BE <br />USED FOR CHAR. <br />B <br />51 <br />R CAS TH IN <br />RE> A iR�Bd1 INBN- <br />Rc,,. ror Aa4Am) <br />GPnoNAL a.ENFLow <br />E <br />cWO�R0.�BWPoER (Y1. OR z'M IsTNQD <br />� OR IETH <br />�ENNO �SWiGE <br />- PEPFOMiFD WALL <br />CATCH BASWI <br />BARRIER _E Nn/DOT ]149.2. COSSE ROCN <br />TSIBCRIIAE1. <br />FABBC <br />W <br />, <br />I91ES <br />4ANNVN DISTANCED POST. IS 4'. AN E%D4 <br />ON <br />MST WT BEL SUR C EACH ADE <br />Y. TAW UNHA SURFACE HAS BEEN PAVED AND/CR <br />(. <br />§PRIMENT <br />ED <br />VE IS UE HAS BEEN ESTANIAI BE <br />E ENTER FA9dl' SMAL RE 116TN1ED PER <br />3 AT FENCE DETNL <br />fFD1 REN <br />PROTECTION <br />CRURA- <br />(FINE <br />LDR NATEAIAL <br />I (FlNE CRANED YAhRIAU <br />!r <br />---� NAMRAL CR -O <br />THE80 <br />OF TUE 11 THEE R¢E CH AST�GBE !SHARED <br />TxE HPE 5 SLCRRUIDEO O A .1.1 OF AT <br />IEAAI r A- ns TOP BT SELECT - <br />YATERIF TOA BY HAND ar AND <br />CONE E -Y FIK1 <br />CACIEERACES <br />UNDER AVO AOLCENT O - PIH:. <br />CIA- C PIPE 6EDDI4O sI <br />=5 <br />IPE BEDDING FOR RQP AND DIP <br />UINIWURA ROD (2) FOOT HIGH ROCK BERRA <br />CONEEN OF I WOX O z WGI UWEIFR <br />LASHED ROLK <br />EasR. 12 NCH UNI.- OF 1 <br />BIN4NWE� ~� SLOPE !-a:1 SLWE �IONK11E170 WINCH ROCK <br />16' -, GEp1F%RE FA9LO <br />SO WBWY <br />NOTE: <br />z. `OU.- 1£NCRN VAUE Hm AN) OSSRRICI µo 12 FEET. <br />NEOU[SRFDB BINEEY C TT. _EDGd IPoCT HKA�GRT IF <br />NNlim 3889 <br />TYPE 3 <br />MERE N__H REw ORClYLNt (vU °°e) GEOTFxRL[ FABPIC <br />POST ID IO -SEE FABRIC INCHJR AOE TPENG, <br />3' NATURAL Sal T VFcD <br />aAfCTwx C m'=YIY. <br />O -E <br />CFf FLOW I TI �wo-�� <br />- • - � l�-e' Y1I. <br />4c -E '� xOE o••-TA'L <br />CES CONS -C <br />•TACEDBAl !W 04 LE55. AYO ONV2N AT LAST 2' 71071ir GOJNF <br />SPAc cxn�Tss ro'Im-_sss�Ea.ID nom— A'. 1-1 i �urc wF mwl.�. <br />HEV: <br />fSTANDARD SILT FENCE nR AW <br />20)9 <br />2020 Elk River <br />High School <br />Parking Lot <br />Improvements <br />900 School St NW <br />EO( River, MN 55330 <br />Independent School <br />District #728 <br />11500 193rd Ave. NW <br />Elk River, MN 55330 <br />WOLD ARCHITECTS <br />AND ENGINEERS <br />B}z Aw.NPs sIA,:1, sus Trmm <br />sus Wd rNN sstm <br />.aw.sm I ASI zp Trn <br />BKB <br />ENGINEERS <br />6120 ECAs EI -n, DdYa. Suite 700 <br />Minneapolis, MN 55430 <br />Phone: (763) 843-0420 <br />Fax! (763) 643-0421 <br />NAW bM—.00R1 <br />CONSTRUCTION <br />DOCUMENTS <br />Civil Details <br />