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Last modified
10/15/2024 10:10:52 AM
Creation date
10/15/2024 10:10:49 AM
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10' l0' <br />I <br />I <br />1 <br />2.'1 FLATTER <br />(TYR) <br />CURB, 64I7TEQ AND 51DEWALK <br />PE/Z SAN 10AQVIAl COUNTY <br />STANDARD R -G. <br />Z:/ FLATTER <br />(TI'P. ) <br />00 <br />V) <br />M <br />zr <br />V) <br />P•uE <br />R/W <br />7' <br />VAR/ES (SEE PLAN) <br />VARIES <br />(SEE PLAN <br />12% ro?%� <br />CONTROL <br />L WE <br />I <br />I <br />0' M 46' (5EE PLAN 9 PROFILE) I 4' 1 4 <br />CONFO,?M TO <br />CONFORM TO EXIST/NG CROWN <br />EX/STING (RADE GRADE- —� <br />OYERLAY <br />1,5W�MIA16 <br />I'SAWGUr 8040 3 REMOVE EX/Sr <br />O. 56'A -c- LINE SEGT/ON A.C. PAVEMEN W <br />U. 90A.8 AND BASE <br />1.40 A.S. MATERIAL <br />R= 5 h <br />7C/EX. RAN <br />5'J' <br />---/'SAWCUr <br />L INE EX/5T/NG ROAD <br />0.55A.C, SECTION <br />0.90 A. B . <br />1,40 45 <br />T/ = if <br />R= 5 <br />PATTERSON PASS ROAD <br />STA. 73+00± TO 82+00± <br />NOT TO SCALE <br />PATTERSON PASS ROAD <br />STA. 65+50± TO 69+00± <br />NOT TO SCALE <br />CONTROL <br />LINE <br />10' ID' <br />1 <br />1 <br />2.'/ FLATTER <br />(rr)- <br />C/�.8, (-UTTER AICD S/DEWA, <br />ZPER SAN ✓OAQU/N COUNTY <br />STANDARD R-lo. <br />—4"1FC-C/4 A.B• <br />CONFORM TO <br />/ EXAMAIG GRADE <br />1-1'A.C. OVERLAY <br />ROAD SECT/ON <br />0,55',q,C• <br />0.90 A, B. <br />/.40 A,5 - <br />r/ = 11 <br />R= 5 <br />2:l FYATTSK <br />(T)1PE <br />44' <br />CONTROL <br />LINE LEFT <br />CONrAVl- <br />L/NE <br />i'SAWCUrL/NE I ------------ �y <br />PAYED GbNCRETE _ _ _ <br />O.G5'A.C. MEDIAN(¢"PCC14,A5) L-- ------ —�- = <br />0, 95 A. S. --------_-- rT �� <br />--1 <br />/. 55A. 3. ------- <br />T/ = /2 <br />R=5 EX/ST/NG ROAD <br />5ECTIOh1 <br />PATTERSON PASS ROAD <br />STA. 61+00 TO 63+00± <br />NOT TO SCALE <br />CONTROL <br />EX. R/W L INE <br />52' <br />P.U.E. R/W <br />10' <br />1 <br />1 7 <br />(EXCEPT FUR STA• <br />I1 70{00!' rO 71 56 t k: CONFORM TO EXIST GRADE I"A.C. OVERLAY GRI <br />5EE PL ANS V <br />CURB, (5'UTTER AND S/DEWAL K <br />PER SAN JOAQUIN COUNTY <br />STANDARD R-6. <br />— 1' SAWCUr LINE EX/ST/NG ROAD <br />0.55A.C. SECT/ON <br />0.90A..B. <br />1-4045. <br />T1= /I <br />9=5 PATTERSON PASS ROAD <br />STA. 69+00± TO 73+00± <br />NOT TO SCALE <br />7 -C -1--,r R/W COM <br />IMEL <br />1 52 -1 <br />P• U.E. R/iso <br />�.Z <br />/O' <br />1 <br />00 <br />1 7' <br />CoIMVRM To <br />I A. 0. MERL AY <br />EXST GRADE <br />TO STA. bbf40 <br />I <br />� <br />Gap, <br />m <br />w <br />aZ <br />a <br />00 <br />- <br />-�\ <br />CUR$ 9&7TER AMD <br />— — — — — — <br />— -- J <br />S/DEWALK PER <br />~ <br />0 <br />SAN ✓OAQU/N COUNTY <br />1' SAWCUT <br />0 <br />SrANDARD R -G <br />E-1 <br />L/NE <br />EX/ST/NG ROAD <br />0.55'A.C. <br />SECTION <br />0.90 A.B. <br />Q <br />ay <br />Q <br />z <br />/. 40 A.S. <br />O <br />ri= // <br />R=5 <br />PATTERSON PASS <br />ROAD <br />Z_ <br />STA. 82+00± TO 87+50± <br />Y <br />NOT TO SCALE <br />P4,C, 011ERI-A <br />U <br />IM <br />i <br />0, <br />-ET N0. <br />3 <br />951064 <br />�.Z <br />cn <br />00 <br />O <br />ILL <br />J <br />V <br />���//�� <br />V/ <br />w <br />aZ <br />a <br />00 <br />U <br />~ <br />0 <br />LU <br />0 <br />E-1 <br />Q <br />ay <br />Q <br />z <br />O <br />Z_ <br />Y <br />cc <br />O <br />LL <br />U <br />IM <br />i <br />0, <br />-ET N0. <br />3 <br />951064 <br />
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