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z <br />1v <br />41.7 <br />4"2.2 ' 2.4 41. 40.3 <br />42' 1.3 <br />40.4 <br />42.$, . 41.4 / 42.7 <br />7 41.1 4741.13, <br />v 42.7 4 2.9 <br />• - � : • .� 1.0 40.9 � 42.0 <br />.2. 9.8 1 41. 42.7 42.3 <br />__39A 39.6 % X --- .6 - - 47.T <br />- 5-- - - <br />Ail <br />42.1 ,�_----_--_-_--- -- A 1 <br />4Y <br />wc.v , - •-- vca- .h aZ .� <br />a?:7: ,/ :T: 1$�0� " : a2.7 : 42.e 19+-00. - 42.E <br />42:4 42:3' ' 42.3 ' '�:6 42.5 <br />2.2 42: - <br />-- --. - <br />4. <br />--- - <br />z <br />41.9 42.4 <br />42.6 <br />42.6 Q. <br />41.4 <br />J' <br />CD <br />e <br />41.1 <br />Know what's below. <br />Cali before you dig. <br />ml <br />18+00 <br />LOT 4 <br />Z <br />J, <br />U'. <br />2II <br />CD <br />+ <br />0) <br />Q <br />H <br />N <br />W <br />Uj_ <br />U) <br />LJJW <br />U) <br />19+00 <br />40.7 <br />20+00-.'4,2.,6-.'- -55'- <br />• .42.4 ' <br />EAST ASHLEY LANE <br />42.1 41.$ <br />EX. DITCH �y <br />11.5 41 2 41.2 41.3 40.6 <br />q 4 -� <br />42.2 - 4T.3 _40 --- - 41.6 <br />22+0042.s : 23 Q0: 42.2:: <br />- '1'. <br />T -T - <br />4 i <br />42.2 4 : 421). .42.2- . <br />20+00 <br />21+00 <br />-n <br />Zz <br />0 0 <br />7 Q <br />42.0 42.2 <br />1.7 <br />416 161 <br />41.7 <br />EX. DITCH 412 41 1.3. . <br />: 42.1: <br />- - --EX----1- <br />EX. - <br />---- <br />R= 25' <br />EXISTING <br />CORRUGATED METAL PIPE <br />TO BE <br />EXISTING <br />TO BE <br />PROPOSED P.P. <br />P.P. TO BE <br />P.P. TO BE RELOCATED <br />RELOCATE <br />0 <br />r <br />RELOCATED 10' P.U.E. <br />;� <br />z <br />j <br />BY PG&E. REFER TO TOWNLEY <br />o <br />P.U.E. <br />FAMILY RANCH <br />�c <br />R/W <br />RIGHT-OF-WAY <br />ON-SITE PLANS. I <br />o <br />41.7 <br />EX. GRADE <br />Q I 1.1 <br />41.2 <br />W <br />a� <br />I c <br />J <br />a l <br />Q <br />C <br />LOT <br />0 <br />°z <br />Q <br />cI <br />'�` <br />o <br />a <br />U <br />i <br />D I <br />20+00 <br />21+00 <br />-n <br />Zz <br />0 0 <br />7 Q <br />42.0 42.2 <br />1.7 <br />416 161 <br />41.7 <br />EX. DITCH 412 41 1.3. . <br />: 42.1: <br />- - --EX----1- <br />EX. - <br />---- <br />MAILBOX <br />STA. 21+98 <br />MAILBOX <br />CORRUGATED METAL PIPE <br />TO BE <br />EXISTING <br />TO BE <br />EX. <br />P.P. TO BE RELOCATED <br />RELOCATE <br />DIAMETER <br />RELOCATED <br />MUNICIPAL UTILITIES DISTRICT <br />TBD <br />BY PG&E. <br />P.P <br />POWER POLE <br />• •J <br />EAST ASHLEY LANE <br />STA. 19+00 TO STA. 26+00 <br />22+00 <br />SCALE: <br />HORIZ: 1" = 40' <br />VERT: 1"= 1' <br />23+00 <br />41.044.136 41.3 <br />�A , <br />EX. DITCH <br />41.7 <br />•N,- -4t$ a1.7 a <br />42.1-42 <br />_4. 47.7. . <br />QQ 42fi 25to 42.8- <br />a2.2 45' R/W <br />.Aa il 42:4' - - 4Z.Q . <br />EX. SIGN EXISTINGP P. TO BE <br />RELOCATED <br />BY PG&E. <br />LOT 7 <br />24+00 25+00 <br />MAILBOX <br />TO BE <br />RELOCATED <br />zl <br />1 <br />0 <br />Q <br />O <br />0 <br />N <br />Q <br />U) <br />PROPOSED <br />10' P.U.E. <br />41.4 <br />LEGEND <br />AB <br />AGGREGATE BASE <br />AC <br />ASPHALT CONCRETE <br />CMP <br />CORRUGATED METAL PIPE <br />E.P. <br />EDGE OF PAVEMENT <br />EX. <br />EXISTING <br />0 <br />DIAMETER <br />M.U.D <br />MUNICIPAL UTILITIES DISTRICT <br />TBD <br />TO BE DETERMINED <br />P.P <br />POWER POLE <br />P.U.E. <br />PUBLIC UTILITY EASEMENT <br />RC <br />COMPACTION RATIO <br />R/W <br />RIGHT-OF-WAY <br />S.J.C. <br />SAN JOAQUIN COUNTY <br />41.7 <br />EX. GRADE <br />BOUNDARY LINE <br />t + <br />O <br />EX. ASPHALT CONCRETE <br />+t <br />EX. CONCRETE <br />W N <br />EX. GRAVEL; <br />W <br />PROPOSED 3" AC <br />O] N W Q <br />PROPOSED <br />F- F- <br />10" AB @95% RC. <br /><7<zu) <br />F- <br />PROPOSED LIGHT POLE <br />V UJ <br />S.J.C.STANDARD PLAN R-32 <br />CONSTRUCTION NOTES: <br />1 O SAWCUT 725 LF (TOTAL), THIS SHEET. SAWCUT TO EXISTING AC <br />TO EDGE OF STRIPE. <br />nO2 INTETIONALLY LEFT BLANK <br />INSTALL STRIPING PER CAL TRANS STANDARD 27B. <br />n NOTES: <br />R WR/W OF AN HPS LIGHT, AN L.E.D. EQUIVALENT (AUTOBAN <br />45' SERIES ATBO) SHALL BE USED FOR THE PROPOSED LIGHT POLE. L.E.D. <br />EQUIVALENT SHALL MEET THE REQUIREMENTS ON COUNTY <br />25• IMPROVEMENT STANDARD R-33 FOR RESIDENTIAL STREET <br />CLASSIFICATION-, AVERAGE MAINTAINED FOOTCANDLE OUPUT SHALL <br />20' 16' - 5' BE .13 <br />10' f 3.7'- 1.6' 4' <br />1' <br />� ARLES MIN <br />oGol�?d00000000R% <br />EXISTING I� <br />STRUCTURAL -"" I� <br />SECTION) SAW CUT EX. MATCH EXISTING <br />AC AT EDGE SLOPE (3% MAX) <br />OF STRIPE <br />* REFER TO SHEET 5 FOR I <br />E. ASHLEY LANE SECTION ROAD WIDENING DETAILS <br />N.T.S_ SCALE IN FEET <br />26+00 27+00 28+00 29+00 <br />EXISTING GROUND AT q. <br />43 EDGE OF PROPOSED EXISTING GROUND <br />PAVED ROAD AT SOUTHERLY EP <br />W42 z Q <br />J_ 0 <br />W W W W W W <br />CJ co y} Z t� <br />QN C_0 > J J <5< J } + 0 <br />J N <br />F- Q >- w w www W s z z <br />4 ao = cn n cn U) c=n z c=n c=n Q "' W <br />QW a a aza . m <br />� W ui U.i ui U W ui co g v <br />0 o c�o0 0 � d o~ <br />C:, W <br />39 <br />37 <br />c0 = <br />N U) <br />W <br />REV. NO. I DESCRIPTION I DATE I BY <br />MA <br />42 <br />oil <br />rn <br />DILLON & MURP11Y <br />Q1 <br />CONSUL TING Cl WL ENGINEERS <br />ENGINEERING PLANNING SURVEYING <br />847 N. CLUFF AVENUE, SUITE A2, LODI, CALIFORNIA 95240 (209) 334-6613 el <br />ti <br />A <br />TOWNLEY FAMILY RANCH <br />OFF -SI TF IMPROVEMENT PLANS <br />p <br />4 <br />E. ASHLEY LANE <br />STA. 19+00 TO STA. 26+00 <br />a <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />FEBRUARY, 2019 <br />E <br />SCALE: AS NOTED BENCH MARK: R-18.3 EL:39.205 SHEET <br />DRAWN BY: CP DESCRIPTION: BRASS CAP 3 <br />i <br />DESIGNED BY: CCYL @ALHAMBRA 18' N. OF 6 SHEETS <br />64 W. OF C/LS. <br />CHECKED BY: <br />AS BUILT BY: <br />JOB NO. h <br />1595 <br />t + <br />O <br />+t <br />J <br />W N <br />N <br />W <br />N <br />O] N W Q <br />o? �LQQ <br />F- <br />F- F- <br />7 <br /><7<zu) <br />F- <br />F- <br />V UJ <br />SIJ Sn <br />N <br />Q <br />SIJ <br />N Q <br />�T UJ J <br />c0 = <br />N U) <br />W <br />REV. NO. I DESCRIPTION I DATE I BY <br />MA <br />42 <br />oil <br />rn <br />DILLON & MURP11Y <br />Q1 <br />CONSUL TING Cl WL ENGINEERS <br />ENGINEERING PLANNING SURVEYING <br />847 N. CLUFF AVENUE, SUITE A2, LODI, CALIFORNIA 95240 (209) 334-6613 el <br />ti <br />A <br />TOWNLEY FAMILY RANCH <br />OFF -SI TF IMPROVEMENT PLANS <br />p <br />4 <br />E. ASHLEY LANE <br />STA. 19+00 TO STA. 26+00 <br />a <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />FEBRUARY, 2019 <br />E <br />SCALE: AS NOTED BENCH MARK: R-18.3 EL:39.205 SHEET <br />DRAWN BY: CP DESCRIPTION: BRASS CAP 3 <br />i <br />DESIGNED BY: CCYL @ALHAMBRA 18' N. OF 6 SHEETS <br />64 W. OF C/LS. <br />CHECKED BY: <br />AS BUILT BY: <br />JOB NO. h <br />1595 <br />