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EXI5TIN6 100' TAPER NA5 '� V • ,' <br /> i <br /> GONSTRUGTED PER 5R 132 IMPROVR-£NT5 � <br /> REMOVE 20" S.F.: <br /> GOWSTED OF ObO' OF ASPHALT CONCRETE <br /> OF EXI5TIN6 ROADWAY FROM OVER 2.20' OF CLASS 2 A66 BASE 1 4 <br /> EXI5TIN6 SAN JOA60IN 5TA 53+00 TO 5TA 63+7025 EXI5TIN6 GALTRANLS GON5TRUG7 SLIVERS AND A66 BASE 5TA 63+"1025 OFFSET 16D0 LT '1 EXI5TIN6 GALTRAIEi <br /> COUNTY RIGHT OF WAY WAY SHOULDERS - CONFORM TO EX5TIN6 TIE INTO EXKTIN6 ROADWAY R16HF OF WAY r _ <br /> STA 56+1020 CONSTRUCT 1,0'10 L.F.i OF CONFORM TO EX15T1N6 <br /> INIERSEGTION WITH 32' WIDE PAVED ROADWAY <br /> ,. GALTRANS RIGHT OF WAY FROM 5TA 53+00 TO STA 63+1025 TIE PROPOSED SHOULDER y e <br /> INTO AC4E55 ROAD <br /> i <br /> _— v-...._,_ _. <br /> ._i__ ._.....,...:,..„ — - '- :. , er fix. `.- ; :. NO3°4"1'33' W <br /> m _ ��132�2• -_ <br /> 4002 <br /> 4 . <br /> - - <br /> . - <br /> w9-t <br /> e . 0 1 . 2t715, 1'.- . N , —?� i 65+0'0+ - -I - - <br /> * NOO Il'21 E � „ 1221.00'. , kt � Y � —�� ��� I <br /> N _ - - BI R <br /> z <br /> / <br /> _—,m,. . „�- -v.-- ..--_S.i_� J ` _ . > �' _. -.•fit <br /> v — <br /> RF� <br /> W 4 - -a„1 _._-r _ . -- . .ur _ -�-r---..� v- . .. . __ -- _ �1- ..i '- _ ' ` �A mow. 1 y <br /> v , <br /> 0,4.D <br /> I <br /> � f <br /> z I <br /> %2.44 . 3fi- I i �AA <br /> It J <br /> X : <br /> FROP05M EDGE �\ <br /> E > Z <br /> OF ROADWAY � ` �`; ' <br /> iiRrnur: 1 PAVE EXI5TIN5 A6GE55 - - <br /> ROADS TO RNV WITH <br /> it <br /> I I 1 <br /> 2' MINIMUM AG - �� \ , <br /> I I <br /> 5TA 63+7025 OFFSET 16DO' RT <br /> PROPOSED EDGE TIE INTO EXISTING ROADWAY - <br /> STA 68+30."19 OFFSET�OD' Id 1 <br /> W WIDE SHOULDER GONFORM TO EXI5TIN6 SEGTION CORNER <br /> BIRD ROAD 6 DATa yo rE s BM :8 - ELEi 205� II <br /> 5TA 53+00 TO 63+7025 <br /> SEEP AND MULCH ALL <br /> v15TWEIED AREAS PER ER05ION 5TA 67+00 BIRD ROAD <br /> EXI5TM6 SAN JOAGOIN N 00'1"1'21' E 10'1025' EXISTING SAN JOAQUIN <br /> CONTROL SPECIFICATIONLS 5TA 162+22.49 ROUTE 132 5 <br /> COUNTY RI6HT OF WAY COUNTY R16HT OF WAY - !! <br /> EXISTING GALTRANS EXISTING GALTRANS ✓ � � � � I � ! � -- <br /> RIGHT OF WAY R16HT OF WAY 3 I t <br /> 5CALE: I" s 50' <br /> VA <br /> � � a <br /> U~1 o �RF m <br /> PROPOSED GRADE AT r N <br /> PROP05M CENTERLINE rYi w <br /> -- PROFILE VIEW <br /> .- _ EXISTING GRADE AT FIORIZ SCALE: I" a 50' <br /> PROP05M CENTERLINE VERT SCALE: I" ■ 5' O g <br /> 220 <br /> 215 _ 1.60% 215 <br /> 210 210 <br /> _ _ f—Lsgg/ <br /> - EXIST 16 ELEVATION AT <br /> FINISHED ELEVATION AT <br /> CENTERLINE <br /> ,q ql �� Q f'i P v a`V .4 Q s Q ,' v, " .0 <br /> ^2 ryry r-� ryry ryry N Q P- Q 'C r. 1._l ,C �9 '4 N f11 ,� m m fV N =_ N :. :y �,• h 4`y <br /> t- ry ti N w` :V ry ry C iv (� N ry N F, N ry ry N N ry ry (V N h N ry F, ry N Ci Ir n <br /> 55+00 54+00 55+00 56+00 517+00 58+00 54+00 60+00 61+00 62+00 65+00 64+00 65+00 66+00 6'1+00 66+00 <br /> GRADING AND DRAINAGE PLAN FOR: <br /> QROFESSIpgq TE I CHERT A66RECGATES <br /> A.P.N. 265-080-13 4 14 5AN JOAGUIN GOUNTY, GA <br /> z ~ RANDY P. WALL DE516NED BY: DRAWN BY: <br /> No. C043135 A S I ERRS <br /> Exp. 3/31/00 r ��b JAD GLH <br /> ENGINEERING 5ERVIGE5 DATE: 5.E.5. FILE: <br /> '0� NDY L, P.E. DATE: 11- l4-g� ENe1WFRIN6 to PLANNIN& NOV '97 91-89 <br /> m1161 MIDI/ 5T. Al AX (q, OA 95603 SHEET 6 OF 12 <br /> SSUED FOR CONSTRUCTION I I-14-97 916) 82}8420 FAX (916) 823-8450 <br /> L-4 sierroergsgcan-coreumer+wse.com <br /> a <br /> I-47 <br />