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i <br /> RA 30' 30' RJ"l <br /> Rw ?0' � . <br /> EXISTING GRADE 20' 20' � EXISnNG LANDSCAPING <br /> 16' 16' <br /> 284 BERM 284 2:1 OR RW 30 30 RYl 2:1 OR <br /> FLATTER Ib' Ib' FLATTER EX5TING GRADE EXISTRK GRADE <br /> r - s 292 2 92 260 260 <br /> - - <br /> ?� <br /> --._... "Low TREE - TO <br /> r <br /> GREEK <br /> 280 280 - _ ___ <br /> GON5 T STD _ CON5T1711GT.5TD <br /> DRAI - _--__ R$C0N5T9XT LONE.IREE_. __ ! DRAINAGE SHALE <br /> - __ 268 '. .. — 268 25b 256 <br /> GRECK CHANNEL PER SECTION <br /> G 5HEET 2 1 <br /> 296 ry ` 296 a _ <br /> r <br /> u <br /> I__-- <br /> ao zo mo 2O 40 60 1 J—_ 264 -�- -_ o � 264 252 __ ---_n n _ _ _ 252 <br /> N fV <br /> - 00 CONSTRUCT DRAINAGE -40 -20 O 20 40 60 80 100 -40 -20 O 20 40 60 80 100 <br /> CHANNEL TR4N51TION <br /> 12+00 51MILA T 2 20+00 28+00 <br /> SECTWIDTH VARIES <br /> RNN 30, 30' R W 29' <br /> 20' 20' EXI5TIN5 LANV--�CAPIN6 <br /> BERM PROPOSED PLANT <br /> RA 30' �, RV1 R:A 30' 30' RA <br /> 2&4 - 7n 2% 3% .. _ >.. .. . - 284 16' 16' EX15nNG GRADE <br /> 16' Ib' EXISTING GRADE <br /> 280 CONSTRUCT PLANT ENTRANCE 280 296 - _. _ _ - _ , 296 264 264 <br /> e C+tM-vERruaossrNG _ <br /> 5 <br /> �+ COrSTRLYJT STD H ea m_c P - - DRAINAGE 5WALE - <br /> LL. <br /> I SECTION 2 A5 aEDGUIPM <br /> 296 'TF 296 292 _1 <br /> 292 260 ExSTk,6NNG ELEv/ ELEy 260 <br /> Q AT Ar <br /> -40 -20 O 20 40 60 80 100 120 -40 -20 O 20 40 60 80 100 -40 -20 O 20 40 60 80 100 <br /> EXI5TING LONE <br /> 10+42 .6 a ,REE GREEK 15+7q .63 24+00 <br /> IL OF M.AW MiTRAWZ MV OF auRVE 1IMMM <br /> WhIN Sm ROAD 5E6nM <br /> EXISTING LANDSCAPING <br /> RA30' RA 24' BERM <br /> 20' 20' EXI5TIN5 LONE <br /> TREE GREEK <br /> _. .... . _._ _ -_ _._...... EX15TIN55 GRADE <br /> 284 _ - n m 2% -. 284 40.5't 11151 TRANs1noN <br /> 280 -. EA5nN6 GRADE ` _. _-.. <br /> __ _.__. 4� 280 <br /> CONSTWT 5 -" 2% S.' _ C0NFOW TO <br /> 280 DRAINe6E 5WALE a. 4- 215 a - <br /> . 1 00AWRUGT DRAINA4E } 1 - EXISTING <br /> REGON$7gXT TREE CIANBL 7RAN51nON -_ _ - <br /> CREEK 51M1LAR " SIMILAR TO G <br /> -- � 296 <br /> ro sEGnoN a 51iEET 2 SECTION 2 <br /> 296 r 216 _ <br /> r <br /> m m ry 'ry <br /> ry ry 292 292 <br /> -40 -20 O 20 40 60 80 100 -40 -20 O 20 40 60 80 100 120 140 160 <br /> 5' <br /> cl+80.85 WIDTH VARIE5 <br /> ao 150' TRAN5ITION Qo OF e►.B*TT ROAD <br /> BE61N 5TNOARD ROAD 5WTM <br /> EX5nN6 LANDSCAPING <br /> Dew <br /> Ca6TF cT 10' PUDE TiYV 30' 30' RA <br /> DRAINAGE CHANNEL <br /> PER SECTIONr0"\ 20' 2°' a' <br /> 30' 30' 24' 2 a' <br /> OR Ts3, 11.41' a' EXISnNG GRADE 2:1 OR oQROFESS10p4( <br /> FLATTER <br /> s' RANDY P. WALL <br /> _. 2:1 OR 10' RESHAPE LANDSGAPING No. C043135 <br /> 2ps ._ ,. <br /> 2% PLATTER BERM A5 SHOhN <br /> 284 - 284 Exp. 3/31/00 <br /> 13 - _2 2% 3 1'MIN s TINS rRAVE *r,�J �/ Vtl �� RANDY P. LL, P.E. DATE: <br /> _ 280 ✓ ... 1 1 _._ : 280 OF CALFF� <br /> :4ATTER T 1D R6GON5TRUGr LGNE TRS ISSUED FOR CONSTRUCTION 1144-C47 <br /> DRAT SHALE ame— P92 sEGTIoN . <br /> 280 ----� -- _ 2 ----' 280 <br /> FX15nNG a" PROP05M LONE coNSTRIICT STD CONSTRZT 5TD - GROSS SECTIONS FOR: <br /> 1 AT Q AT ¢ DRAINAGE SWALP <br /> '! p `''"'" TE I CHERT A(5CGREGf�TES <br /> 296 - 29b <br /> ry ry Ex5TIT( ELEy/r $�NROPOSED SFW A.P.N. 265-080-13 It 14 5AN JOAQUIN GOUNTY, GA <br /> 40 20 O 20 ._ 4O 0 80 ____10 N N <br /> 296 po 96 -40 -20 0 20 ao_. - bo eo 00 I �� DESIGNED BY: DRAWN BY: <br /> �y SCALE: � :: � JAD GLH <br /> 8+30 ,NS5 14+00 MORIZ: 1" ■ 20' EN6INEEKIN6 seRvlces DATE: S.ES. FILE: <br /> 9EN51N cONSTRu 0 OR ROADWAY 5 VERT: I"= 4" HIC-14 BTENGINEERING * PLANNING NOV '47 Q7-84 <br /> 05 <br /> 8E61N 15 MA1,151TION (416)16 2 3-9 4 2 0 FAX 916) 82K CA 36450 SHEET I I OF 12 <br /> Xs-ll sierraergsgcan-ca:cunerbaea.com <br /> 0000 ()AU 4`� 4556 1-4, <br />