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� ' - ■ ■ I L <br /> l �f NOTE:CONTRACTOR SHALL BE RESPONSIBLE FOR .0 ■I ■ h " • <br /> ALL UNDERGROUND LOCATE REQUIREMENTS. <br /> yp 50 I CALL 48 HOURS BEFORE DIGGING: `', I 1 b. CONSWTRUCTIONOTO i <br /> I I GOPHER STATE ONE CALL <br /> \ \ BE DETERMINED �1 <br /> I I TWIN CITY AREA e50-0020 OR Bit \ 11 / / I <br /> MINNESOTA TOLL FREE -800-252-1188 OR 811 <br /> 1 O <br /> rI J <br /> • <br /> • I — \ 1 /- / _ J <br /> II - \\\\\\ ///7/� / �/ y ICI <br /> I I I // 'yt/7/ <br /> I <br /> r — mm <br /> I „ I1 11 L e i m"gg" <br /> \\ J ;0 W <br /> i <br /> ___;,__,T._._____ <br /> i( __ __,____% q I \ 5�) <br /> �`— $aB <br /> , , <br /> , , \_.r� <br /> i <br /> �•- - r•_ - II - PR �MD <br /> ¢S <br /> E <br /> �- '� � m - D ANT ti! <br /> '--•, _� �' ` <br /> 0... <� PP TL S <br /> �� -- CURB CUT wITN YY / FFE�882.0 PERVIOUS PLATO . 3C• 8 . <br /> RIP PAP INLET b _ — F c o.......... <br /> . ,_\�. ROOF DRAIN FOR FDR 011-0-•0- I�� _a€o 8.- REMOVE CURB AND <br /> � a — Q wY <br /> PAVEMENT \ ` PERNOUS PATIO °� (n= <br /> SUNFACE _ - � <br /> SURFACE RETAINING WALL �' W(A N% <br /> ` t, '_- (Tor.) _ W ;� <br /> ������� Wf' is <br /> 6t <br /> ��`-.. OO< `>6Y.€ <br /> .....J — 24 Sot g0 <br /> L_____--——--—. .....—. c•■■■■, <br /> O Z <br /> W F Z <br /> ER RIO N CONTROL NO7ES GRADING OEPER4L NOTES !Erman: o O <br /> 1. Contractor shall confine construction operations to the con+trucllen/grading I.the Contractor Moe note any discrepancies between existing conditions as exist M the field and oa �Peew -— -Denotes taweo M.N.me N <br /> Holt.sn0.,. represented within the plans as Moen and Wert the Architect before bidding Me project and beghnbrg O.stw telpmsw mow - ve �towr O <br /> J, The oti soli erosion 00 sediment <br /> ons and mcontrol <br /> aintaineidti to.011 Mstalled <br /> the slmdlarda any canefrvcthvr. i/ x pe,ot°e oapawd>ou„e ys�ottm (n z W Q <br /> damWllbn or 2.Contactor anal/verify oe exIstIng&popeyed elevations prior to 010000 the project and start of vxeq <br /> epeeifled by the permit. �' mar sea r 0.stes Prepeue Or.,R.. 7- <br /> e. Cons00tor Melt Mspeel temporary er0al00 cant.measures on Me entire site at canatrvction and 000 00 0 of onY conflicts is cee sere tax oe�eM Pmgere ail Fw�aw I- O y d <br /> every T day.and whin 24 hors of any measurable raMetwm. Damaged slit J.Contactor shoe locate and rwify all utRltlea wblch may elect this ww4 and nat0y owner of any oranges. ,N1 Z 0 00 <br /> fve ter erasion cant.GNU«practices Mall be repaired Immediately. Contact local utelty companies M exact 0 0!,.locations prior to 0104.0 Me project and commencing rank. ek..t.. s —000—0.'°b°000°°°0 00,.Corn W <br /> Inspection and maintenance of devices shall continue untl to site has undergone 4.Coordinate Msfollatlon of new y p'.o WNm the Mecnonrcal ply. epos —MR— *Prom*wow contour Z Z 0 <br /> find 04109 atian antl o Notice Of 04101.ion I.submitted to to MPG 5.Contractor shoe take necessary precautions to prevent set and debris run-off during grading operations .Monk wNN ... Pewter Pmppwe.eew.G��eMnetkm � ? <br /> 5,All grading operation.Mall be conducted Ina manner to minimise the (/e set loses straw boles,etc) O mates...vmwd*ark ce <br /> potential for site ero.kn. 6.Contractor shoe verify cNtkM elswtione to pure conformance with ;, paneta VD Ook .... n E*tierca W Q <br /> B.mroaakn coneral CC +hall be Installed prier is alaiYYrbancs Of any area°and gradng plan,particularly with walk t/m Pa Deno.P.wee.e Mret Praise. <0 < Z <br /> In inra unlit all trA<Y dletuabed areas«a reetwe0. and/or pavements to MM..Meet existing grades along streets,prapeety IMea and&byway 0 000101 Pomba i..a"°° n. 0 CY 0 <br /> sit be Reston oil pavements that remain to their original If not better condition.Notify owner of ony conflicts <br /> Denotes Ward <br /> 8.mwurwt,«(ntdugNglsWt I m�ai ond.A°S!M1Upa s000?mlenf of p*100 *ml price to bidding me probce ---- ---o.mbe atom sewer <br /> a 0 <br /> vegetation in ao,d wads. 2 Awns not yeved and to be lodacaped shall receive minimum of A. ems. <br /> depth an measured M place of topsoil. Oewto hilt 0 of may SHEET N0. <br /> 'All rRCnea Od roF'A 1Ytfi 11sldistl ring NdI plto d.E ant re.l�roeed agtflI0 stated Topsail Aunlsh8 and Installed by General Contractor All graded slopes greater then w equal to 1I shall ,. .p.,atee aerneoe ywnk <br /> �gp o e, n n aro a sae mg ep n be hyeoseeded,erosion control blanketed,or mulched to help stabilise the slopes by General Contractor. ,T.., <br /> 0aye a�tr'I°nlsiaed«adin9 la eompT tetl ao0.anee to Mn/wt 25 B.Conduit,circuits and connections required for I tin to be provided by General ConMonfw i p.maeea wxmwww^uron <br /> 10.All died NN ray.an 1 be r stated wltM1 n/O0T+cad:Z. g.1hdergraun0 utelties shown hereon ore ens per available utility mops and 011eesurements to viable 0m-site , <br /> YY yy aTwvae RL1l 9 <br /> m Ichsa.IertR9iad 3 Clek onchYad,par ins fWlawM schedule loofa mmkInga y 1 a.wM canasta swims PROmfCT 512404 ARM <br /> Sod mix 25-121: 01 Ib/ac. Seed mix(baton)33-281: 35 lb/ac SCALE'1 =JO' <br /> FrUlser 22-5-10:3S0 Ib/ante F«Ulier(beelnJ 1T-10-1:120 Ib/yc. /0.Provide groundwater dewaferbng es recommended by the eees engineer. DM at 5 erd of cal-de-sec <br /> Mulch type 3: 2 tone/a. MuICM1 Typa J: 2 tonePc. I/.All pot elevations are.top of pavement elevation. j I lima.Pawl wAwe Devotion=88480 Mt(WAND 88) <br />