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I <br /> RaN 60'RGHT OF WAY <br /> PRECAST TYPE 50 CONCRETE BARRIER O �m HIGH POINT ELEV = 285.01 <br /> 30 3o SIiOYN PER GALTRAN5 5TD PLAN A-15A n HIGH POINT 5TA = 3+001.15 <br /> COI�iTTUGT F <br /> PROVIDE 65' CHOKER TO 4 PVI STA = 3+20 PVI STA = 4+45 F n <br /> 2a' 24' CONFINE A6G BASE _30o N " PVI ELEV = 285.92 PVI ELEV = 280.09 <br /> 2:1 OR 6 4' 20' 20' b' 2:1 OR 1' 4' 25' AD. = lbb A.D. = -2.90 ~ <br /> K = 13.05 K = 51.19 <br /> FLATTER AB PAVED ROADWAY PAVED ROADWAY AB FLATTER PLANT 847RAW2 ry IOOAO'VG 15000'VG <br /> 2 `DD 5w.D GU MLL SLOPE VARIES POUR CONCRETE FOOTING I <br /> —� '�' 2:1 OR FLATTER <br /> AS SHOYN 12' THICK MIN. <br /> �:T -`. i :,_ >:!.)' ,`. - �" PO CON RETE FLUSH <br /> ry o v PROPOSED ROAPMY TO CLEAR <br /> 0 m EXISTING LAND51,APING BERM 0 m <br /> 65" CLA55 2 A66 u l = _ - - C0N5TRrT PAVEMENT BECTON ¢ � <br /> BASE SHOULDER PRIME GOAT PER 65" <br /> 5E 5HOU55 LDERG "� - �; �`- `n w > > j v PROPOSED GRADE AT <br /> OF 65' ASPHALT CONCRETE <br /> SPEGIFICATION.S _ OVER 105' CLA55 2 AGS BASE m m _4 w �i1 PROP055M CENTERLINE <br /> 6.5" ASPHALT COMPACT TOP 6' OF 65" ASPHALT MINIM,M '65 <br /> CONCRETE 5118.45E TO 4 CONCRETE 1.15MIN DOVER (TOP OF 285 EXISTN5 &RAVE AT 28S <br /> RELATIVE COMPACTION Il" GLA55 2 r_ 6 GMP TO FINISH 6RADE) <br /> PRGP05ED GBHTERLINE <br /> IO '7GOVEMR <br /> AC<9 II 2 B 1 RD ROAD "R"" VALUE c= 26 INVERT ELEVATION <br /> a 1.T5'LWT 2b <br /> "R" VALUE = 26 T.I. = 10.5 PERPLAN.S 280 __ _... L8O <br /> � T.I. = as STATION 4+80.85 TO 15+05.45 Flos%) <br /> -U1g <br /> EDANDSECTION KLC44 ALL I I I - <br /> 111 1 . <br /> SEED <br /> PER EROSION A <br /> CONTROL SPECIFICATIONS N.T.S. F <br /> 20' 20' <br /> :215 -. <br /> :2-7555 2'TYP <br /> RJW 5O'RIGHT OF WAY RNV 36' INSTALL 5 EACH 6O L.F. OF <br /> 84'4' dMP G1LVERT'5 o 5= ODIO <br /> 25' �, TYPICAL SECTION E 1� 10 ya (.1387 THICKT 55 WITH <br /> CONSTRUCT A5 5H" M 2�� OF CULVERT GIRouP 2 <br /> 20' 20- PROVIDE 65' CHOKER TO N.T.5. • HEAD,WING t ENf7 VHALLS <br /> CONFINE A66 BASE IE IN = 2-I5bO : fE OU7 = 215.00 <br /> 2:1 OR 5' 4' Ib' Ib' a' S' 2:1 OR - <br /> FLATTER p PAVED ROADWAY PAVED ROADWAY 5�D FLATTER <br /> 2 sa �?% s» <br /> 265 265 <br /> pJ j .i 1..., vm ,im 'aa }�' m t' : v ^, v nry tr <br /> �r N <br /> I }_�' � qql_ <br /> r <br /> 65" GLA55 2 A& ~ -- r, <br /> BASE SHOULDER PRIME GOLA <br /> SPEGIFIGBASE SHOULDER -- -- -- -- YZ45- <br /> - 77 <br /> 1+00 2+00 5+00 4+00 5+00 6+00 <br /> 65' ASPHCOMPACT 6.5" ASPHALT45° -- -- -- -- <br /> GONGRETE SUBASE TO 95% CONCRETE <br /> _ CF. OF PLANT ENTRANCE PROFILE VIEW <br /> RELATIVE GOMPAGTON <br /> 105" CLA55 2 1A66 BASE 16': _ ,, T. T. T. 16'i F1VERTORIZ. SCALE: I" 5 ' <br /> Cry SECTION FI VERT. SCALE: I , 5 <br /> A65 BASE BILL ROAD "R" VALUE = 26 2 <br /> "R" VALUE = 26 T.I. = 105 2' r 2 2' N.T.S. <br /> T.I. = 8.5 STATION 15+012.64 TO 65+'70.25 LLR LLR LLR LLR <br /> �_ 43'-0' OVERALL <br /> SEED AND 4XLH V15TURBW AREAS�EROSION SECTION B <br /> CONTROL SPECIFICATIONS N.T.S. 2 : REFER TO CALTRANS STD FLAN D90 FOR ADDITIONAL DETAILS <br /> SEED AND MLCH PER <br /> EROSION CONTROL 211 OR FG PLANT ENTRANCE 2:1 OR <br /> SEED AND MLCH ALL 5PECIFIGATON5 FLATTER FLATTER <br /> DI5TIRBED AREAS PER EROSION LONSTWGT1 AS <br /> CONTROL 5PEGIFIGATI015 REQUIRED TO MAINTAIN - --.�.._ - ....._._ R/IN 50'RI6HT OF WAY RM4 <br /> 55 & MINIMM DEPTH _ <br /> I ER' 15' 1 42' S' 2:1 OR 20' GONSTRllGT AS SHOW OR <br /> IN I1-- RATTER ._ 00 2:1 TE 16' Ib' A�,SGVIDE 65- CLASS 2 <br /> BASE TO SLOPE <br /> __ FIATn_lR <br /> _iii VARIE5 <br /> 14' 4' 12'MAX 12'MAX 4' 4' 2:1 OR <br /> EXISTNG LANDSCAPING YVARIE5D PAVED ROADWAY VARIES PAVED ROADWAY VARIESFLATTER <br /> BERM : 8 MIN �� <br /> APPROX EXI5TN6 2.1 PROPOSED SRADE PR.0�o�sEn� ANNri OPES FIEADWALL DETAILG:2) <br /> I 2 ` <br /> GiznvE :F =�� <br /> g y FLATTER N.T.S. <br /> 2:1 OR <br /> FLATTER LONE TREE GREEK bs" GLA55 2 A66 79PEG <br /> t PBRBASE SHOULDER TIONS 6.5" GLA55 2 A66 <br /> BASE SHOULDER <br /> STATION 12+00 TO 26+5-7 C40WAGT TOP b' OF 10.5" GLA55 2 <br /> 65" ASPHALT SUBASE TO 41% <br /> CONCRETE RELATIVE C.OMPAGTION ASS, BASE <br /> STATION 26+5"7 TO 28+28.10 (SIMILAR) R" VALUE = 26 <br /> T.I. = 65 BLEWETT ROAD <br /> SECTION G � AND MLCH ALL <br /> 6RADE TO 0157URBED AREAS PER ER051ON SECTION J <br /> N.T.S. 2 DRAIN CONTROL SPECIFICATIONS 2 <br /> N.T.S. <br /> SEED AND MLCH ALL GRADE TO <br /> 015TLROM AREAS PER EROSION CONSTRDRAIN <br /> SEED AND MLCAH ALL CONTROL SPECIFICATIONS REQUIRE T BERM A5 <br /> p REQUIRED TO MAINRAIN SEED AND0H ALL <br /> V151URBED AREAS PER ER051ON ( 8' MINIMM DEPTH <br /> CONTROL SPECIFICATIONS 1 DISTURBED AREA5 PER EROSION <br /> 50' 20SMIN <br /> ' MINIMM 1 5' 2:1 OR 9 CONTROL SPEGIFIGATION.S <br /> SEED AND M-04 PER INTH VARIE5 .} FLATTER ` <br /> E/P 20' 34'VARIE5 1 M T 20' 34'VARE-5 OEE551pMIN . — - vARES MIN5% <br /> SPECIFICATONS5% 1I � � �VARES5% A� '� riII b MIN RANDY - WAIVARE5 PROPOSED III- III - EPROPoSEv vnRESNo. C043135 <br /> APPROX EXISTNG 2:1 OR , �._. 2:1 OR �:.., 6A'-35' Exp. 3/31/00 <br /> �O�GRADE y FLATTER DATE: l►- l4 -g� <br /> FLATTER 5 5 FLATTER OR 2d ORFLATTER THICKNESS '^ INSTALL •1 BACKING INSTALL •I BACKIN6 2:1 OR s -s 2:1 OR �f�rF pFl CAL1T"P4\� RANDY WALL, P.E. <br /> ROCK SLOPE PROTECTION ROCK SLOPE PROTECTION FLATTER FLATTER ISSUED FOR CONSTRUCTION - 4-97 <br /> LONE TREE GREEK ROCKED LINED D I TGH ROCKED LINED DITCH <br /> SEGTIONS AND DETAILS FOR: <br /> STATION 35+37 TO 41 +42 STATION 10+00 TO 12+00 STATION 51+50 TO 55+37 TE I GH�RT GGREG TES <br /> STATION 41+42 TO 42+82.41 (SIMILAR) SECTION MF STATION 28+84.30 TO 51 +50 (SIMILAR) A.P.N. 265-080-13 14 SAN JOAQUIN COUNTY, GA <br /> SECTION !:2 <br /> N.T.5. <br /> N.T.S. SECTION 51RR DESIGNED BY: DRAWN BY: <br /> N.T.5. 2 �� JAD GLH <br /> ENGINEERING 5ERVICE5 DATE: 5.E.5. FILE: <br /> m ENGINEERING * PLANNING NOV 017 G7-SG <br /> m 1161 HIGH 5T. T AUBURN,GA 95603 <br /> (916) 523-8420 FAX (9161 523-8450 SHEET 2 0 F 12 <br /> o DETI ewraerge IGGi1-GOf15U11Bf�58.L0111 <br /> `0 bAb `b 2>6t I-47 <br />