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:002 81.3-,338.sio <br />LeglZ/1:47 <br />BITUMINOUS PAVEMENT <br />NORMAL SECTION •DESIGN 97 334ERICAN 6NIGiNEERING 0E51040. iNC I <br />BENCHMARK <br />27:5 7:15. N :CU :0l2 Or 3.a2z 0c.002 2l MUNI- 3030 <br />.•082.31u0 3.7055010 8.23. 2200' ,8500 3 330=‘, <br />= 386 55; <br />=Pi< 5 '03E. 801.0 LOC3-00 525 5080. 30 20250- 3050 2. 3AL:A1N <br />400 qCAD .052,5 <br />OLE2 ,• 390 30 <br />,3RADIND TURF ESTABLISHMENT & EROSION CONTROL NOTES <br />• L80 22089L-SI.E., <br />t_ 02R 330331;0.0.E.- 2.80.. 30 30CCPCINC <br />4.000 2575 ANC S24, -003 0582,0 dol 71.114 • 0 • 2 •••S. <br />20 C0PPL=3"0.3 2-188297G 28088,C, <br />• "0,9209_ <br />3.1•83C MR in ALL -9,-RIP 30205002 3.0 90 -309E =0 <br />50,CEN1 <005011 00 NI0.00 4 .AINIMUM NC, <br />0030, ICOMP3C7071 M ALL 3152459E0 38E80. .0 <br />70 SODDED OR 30E0E0 <br />• 33003.84 ore L'Ra 30ND-3 <br />30ED L•i% 3NAL.. 9E 0,002 269 8- 004 RER ACRE <br />• 0000970 sL EL30, <br />10E3 Lox 0.3LL 30 00000, 208 -304 '07 3080 <br />:ORMAN, 3002010 80 003 70'4E303E8 3" -.IC: 7.E <br />NORMA, •,Ari: <br />• MD <br />20C 30 30230050 2 N800 3673 <br />• 3,3.373 <br />3,01_13 338,3 00 .n00, -•00 <br />2.88. 2.0,30 3E 380030 ,520b., '0,0000 50 <br />'0.3 3E0 5270 8.0 45220900 38, NE7°.0 <br />28 STRA.GN <br />• ET3';LiZE8 <br />20-0-.3 4.: ;004 .08 3080 <br />• 28060. .2C17000L <br />Al- F.10520N 23N '9C E,SORE3 8.7S- 30 07303L_E:2 <br />33100 03 3.32407E500..- :If :RAGING 35E39 .05! 300 <br /><9E,54'9,503 30010 st.'0822 287 <br />302. 3E370800 33 319E3003 <br />• 70-,2:ND <br />7:R5DING 5.81. 3E 3EZ32DINC 20 03000 205 <br />'UOEO 22.95 r '250 E00881 .Sr.05: 203<205 <br />3031, 9E 30.30020 °RCM 'Li. M.03 <br />• 280;7081 30.1801 2-.C.083, 802335 <br />AN 'ORGE4SON <br />3222 3240123 37 '<0 <br />7:50 800110,.. 510 050, <br />-53-,330032 <br />CONSTRUCTION NOTES <br />•23NE:2E0E CURB -WO 31.ir20R <br />01203E00 CURB AND ,M0TER 33131. 30 MNS,LiC:r° <br />802080010 00 3n002 2533 <br />:2NC2E ZUNI 3.0 2'2 .■-■ At._ 3E 3-3:? <br />9n0.:35 0THER43SE NC-U.; <br />.1,55 2 SHALL 00 0cE,0%..Z. 30'0'<C -,•;: <br />3803 70 ama <br />• ARIN.; 3.2 09493In2 <br />3.33 IRINC, <NO 30u363303 3.8L. 30 8233202.3 <br />0n000 205 <br />• 2PN <br />225022 200002 00'- 383,0E3 3 "IL" - ainE <br />0200,201 .ANU SUR,E <br />• <br /><2 .0000 10. <br />'!'0,50 3041000'C:' 3' 2:0 -.• 5C'E•:22. 32502 NC <br />20N0MU:010N 2E0.30.70.0 20,0022C ; <br />. 5004LL 09.0 70NCL 2 03 •S • <br />.317. 2 2,ys <br />:R120 Si.: -0 <4820<0! <br />: 9021.7.05 <br />3E04 <br />2 'CC, <br />2355.8000 303_2372 2 0014 •!-• <br />36001C .20=3 7E0•, <br />,ARK.G +RE> 5 <br />307 <br />.220".! 062E5 AREA; ' 325, <br />JURA 0ION <br />9CT <br />--E0 GE 72 ,F-LA•C <br />aE,E10 3, 082'2 <br />32,3502 =5502,523. ;NC <br />• <br />.731 386.: <br />C0lol' 2<003 18, <br />/a" <br />7.2 <br />396 <br />990 <br />30.- <br />:1' <br />a <br />JJ <br />.eral • , <br />90 { <br />.1-,3 • „1 <br />389.3 <br />99 33 <br />8 <br />_ ,.• <br />0 <br />962 <br />/ <br />/ <br />,,,,,„000 =020, <br />23428 032500 <br />3-4518.5 <br />3E3900 9 <br />63392.22 <br />g <br />E.LE4411055 7n CURB 3100 <br />;CUTTER ARE 'WE 00P <br />CURB 0LE 433008S <br />ERE 392 <br />12- <br />9(33 <br />x <br />• <br />,r.CO <br />IL =399. 23 <br />2:02 ;08 <br />E.8 g5.,9 \ 7 <br />• y <br />798 <br />.1 ;RA <br />I 30: 2,0 • <br />00.3 <br />.830;ON <br />_3/ 323 <br />/ <br />100 7CP <br />.3132 0 00 <br />3PC.100CMR <br />._ANS =-08 30,89. OF <br />=2:205,9810 CURB 33 <br />:BM.; <br />83.1 .9300: 002.0: <br />3,%001 032503 <br />zaS,nc, <br />9E .202 '0 <br />.s42; :4108NC 3. <br />S V-3 32 <br />205 7R 1•DR AL._ 29,,N 5ND0 A .7.7.LDN <br />•32000 0000802 8.0 -20.500L,C° 3013E43" <br />2."83.02 300 7222280 0.5 21.0 RE8 <br />01000 03250,0` IECP,REmE TS <br />-2' <br />3C, .CL1 <br />0 0 az <br />-3:300040 74/3.1000 •0201 <br />cavEa. 932503 <br />80.89810 <br />;:E725:17: 838909 '26? <br />i=0 -;5- <br />00. 3.2 <br />- <br />000 <br />095 <br />2:1' 4ENCE <br />/ :SU 3008,, <br />.0-1( 6(41,J Woltt--Secrt,"--, 9(612067 <br />-24 7777- <br />2- <br />'0,48 <br />300.0.5 <br />=33 <br />3E92 <br />005.3.085 <br />8E. 41.37 3.393. <br />:39 48 51t0re digging <br />GOPHER STATE ONE CALL. <br />:a. Cities Area 351-454-0002 <br />LIN 700 =re. -300-Z52 - :166- <br />8,88 : Oop <br />! 5 <br />:3 <br />; 27 <br />30 i <br />16 ;63 <br />•2 I :8 <br />O i .9 22 5 <br />50 065 <br />20 1 :0 <br />363 <br />i • 3 <br />! 3 2 <br />z <br />1 7.3 <br />I :1; <br />I 32 9 <br />80 I la.; <br />0500 <br />2. lopc.F.N2f <br />7 ;20r, 1•N7,80,2ge• <br />Of2C-E,D m rr. <br />,^0e1 7ur ;pa <br />' <br />t__ 3.481.Er <br />0002.:180 5647 33000 <br />3<0,002 <br />50,71050 1-1 <br />0E00E0.32 <br />z <br />3.008 1-33. <br />•■ <br />500.004 7-9 <br />20E000E0 .0E3P.L5 080 ,OR <br />.070 .1.3220 3.011-2,4020 <br />qIN - RAP <br />0- 3 <br />6L6033110! <br />FLARED END SECTION <br />RIPRAP <br />0NIMUM <br />003960 4029000 12 <br />MINIMUM 800I1 <br />/-• 7N: 7---.-3NC-c <br />LEGEND <br />,0000500 <br />- - - - <br />415 7i NC <br />011&I 4-5 <br />-an <br />• • "NC.< C •••., <br />• • 21•4■C, <br />OUTLET CONTROL STRUCTURE <br />MOT TO SCALE <br />- <br />390300,- ;_;310 <br />.208 2000 <br />DELNE,,,E.; 20-3NO <br />2500* 3* 200.30200. <br />SENER,LIANNOLE <br />1.4802 202-"C' <br />MPOCRAPPMAL <br />224000425 LiN0 <br />2IREC0010 OF <br />305104302 21220 <br />'2520 <br />7.5131102 _00<03 <br />Ju" 3.3139. <br />03EE <br />30 <br />2 13 <br />5- 03 <br />Grading, Drainage and <br />Erosion Control Plan <br />