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i <br /> 30' <br /> TIE PROPOSED <br /> ROADWAY INTO I 30, 30, <br /> EXISTING ACLE55 C,OILriTRllCT SLOPE <br /> 212 <br /> ROAD TIE PRDP05M ROADWAY 16' I6' EXISTING GRADE GOl5TRUGT - - EXISTING i6RADE- 2 <br /> EXISTING ALLC1,{ RW 30. 3a' RW INTO EXISTING ACGE55 ROAD TO DRAIN TO DRAIN <br /> 221 <br /> ROAD <br /> 16' 16' EX15nN5 AGGE55 <br /> 24B r� ROAD X48 �Z� _ 220 208 208 <br /> _.. EASTIN6 6RAVE _. _ <br /> PA - HTH - PAVE WITH <br /> 2' MIN AG 2' MIN AG 1 <br /> 344 344 316 216 204 _ _ 304 <br /> -40 -20 O _ .-.. 20 40 60 80 - 100 -40 -20 O 20 _ 40 60 80 100 -40 -20 0. 20 40 60 . 80 100 <br /> 40+80 56+00 63+70 .25 <br /> AG aS ROAD NORTH of <br /> CALIFORNIAN AGLePZT END CONSTRUCTION OF ROADWAY <br /> TIE PROP05ED <br /> ROADWAY INTO <br /> EXISTING ACCESS <br /> ROAD RW <br /> EXISnNG ACCESS Ib' 16, TIE PROP05ED ROADWAY <br /> ROAD INTO EXISTING ACGE55 ROAD <br /> 352 252 216 z% <br /> 2% EXISnRO� 30 W 16, <br /> I6' EXI5n% GRADE <br /> EXI5TIN5 GRADE 316 <br /> 2% �A - __ <br /> 248 PAVE WITH PAVE WITH : 248 338 Cgs �-- —•_. Sg - EXIsnN6 GRADE 228 <br /> 2' MIN AG 2' MIN Ar - <br /> - 212 312 <br /> 244 224 r _ 224 �VRAiNA66EE TLE <br /> 244 p p -- <br /> r � � <br /> ry 208 ry ry 208 <br /> -40 -20 O 20 40 60 80 100 -40 -20 O 20 40 60 80 100 -40 20 O 20 40 60 60 100 <br /> 38+65 52+00 EXI5TIN5 ELEV 60+0 PROP05ED ELEV <br /> AGCE98 ROAD 901lTH OF <br /> AT¢ AT ¢ <br /> CALIFORNIAN AaV=T <br /> RW30. 30, RW <br /> 2:1 OR 16' 16' 2:1 OR <br /> FLATTER FLATTER <br /> 252 2% 252 <br /> ExISTINb 6FtADE I 30' 30' <br /> GONSTTAKT SLOPE Ib' 16' EXISTIN6 6RADE <br /> TO DRAIN <br /> 248 _ 248 252 1 <br /> % 252 <br /> 244 0 1� 244 228 328 <br /> 40 20 O 20 40 60 80 100 -40 -20 O 20 40 b0 80 . .100 <br /> 36+00 48+00 <br /> Rw �, �, Rw � �, <br /> 2:1 OR Ib' 16' 2d OR 2:1 OR 16' 16' 2:1 OR Q�`J QpOF ESSI pyAf F <br /> FLATTER r FLATTER FLATTER �2% 2% FLATTER <br /> 256 256 RANDY P. WALL <br /> ' Ex15TRF6 6RAPE No. C043135 <br /> -- t <br /> 240 t < . _. 240 3 31 <br /> 1r , - x SPC/ Vl l 00 <br /> - - - - <br /> 253 .. _- 252 , I.. 1 --. :�,, l�rF pf CALiF��'�\ RANDY P. L, P.E. DATE: t 1' IY "q <br /> ! EXI5TIN& 6RADE 155UED FOR CON5TRUCTION 11-14-97 <br /> -1 .--- 236 - _- _ 286 <br /> GROSS 5ECTION5 FOR: <br /> 1 <br /> 248 348 TE I CHERT A66RE6ATES <br /> ry N A.P.N. 265-080-13 Q 14 5AN JOAQUIN COUNTY, GA <br /> -40 -20 0 20 40 60 w loo 252 40 � . 0 20 4D bo 80 100 82 <br /> EXISTING ELEV 32+00 PRof o ELEv EXISTING ELEV 44+00 PROPoSEo REV SCALE SIERRA DESIGNED B1': DRAWN 8Y: <br /> J JAD GLH <br /> AT (k AT I AT(k AT ¢ HORIZ I• : 20' ENGINEERING 5ERVIGE5 DATE: 5.E.5. FILE: <br /> VERTi I' ■ 4' ENGINEERING * PLANNING NOV 'G7 97-89 <br /> r ` 1161 HIGH 5T. * AUMRN,GA 95605 <br /> (916, 523-&420 *, FAX (910 525-6450 SHEET 12 OF 12 <br /> we-2 slerrae gsgcom-cons nerbasa om <br />/� 0■r b `B 3 5 I_47 <br />