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/5 - <br />14- <br />/J. <br />12- <br />/0. <br />9- <br />8 0 <br />•8• <br />7- <br />6. <br />5. <br />" <br />0 <br />0 <br />= 90 00' 001, <br />R = <br />i <br />p- <br />30 <br />C = <br />38.18' <br />T = <br />FLOW LINE <br />TDP OF4�'�QO. CU.PB <br />CURVE DATA <br />S <br />�EX/ST/NG G�PDUrYO _ <br />�0 4TER L/N6 /I�R77y D/ <br />Oro L. F.-/d"STGLPM <br />O.% INV. _ /0.70 <br />/40.50 IAIV OP /✓fN=/D. 40 <br />GZ-Tr. <br />Z2 /, INV. = /0. 70 <br />/NV. 4i) MN=/40.40 <br />5= . oe�)B/ <br />IV <br />9.50pir93/ <br />03, L.F. /NV. <br />8" N/E,E' <br />8.80 S=.0035 B. 35 <br />//VL/ /Nv < <br />8.25 <br />TEMPORARY ACCESS LOCATION <br />(SEE NOTES AND DETAIL. SH. 12) <br />93 <br />O / 2 <br />nN/ <br />• /5 <br />• /4 <br />• /3 <br />• /2 <br />•/O <br />• 9 <br />. 8 <br />7 <br />.6 <br />. 5 <br />INERT. 15C.41_E: / 2' <br />/70A7/Z. 5CALE': /"= 40' <br />3 4 O <br />FLOW LINE <br />CURVE DATA <br />7 /B /8 7' <br />A = 90 00' 00 23 <br />R= 28.00' <br />L = 43.98' iP /� <br />C = 39.60' 3" <br />T = 28.00' v <br />NO r A PART /8 O Wa <br />/moo// 60 L.F Tye ;4' <br />CoO Er�d Bares code <br />5,j Co. <br />® 24 <br />51j 191_wg A-9. N <br />.eo I <br />D <br />zi <br />29 28 I <br />FLOW LINE 27 <br />CURVE DATA <br />= 9 35' 04 " <br />R = 67.00' <br />L = 11.21' <br />C = 11.20' <br />T = 5.62' <br />Q CAMEL BAC/K DRI VE <br />I I APPROVED BY THE SAN JOAQUIN COUNTY <br />DIRECTOR OF PUBLIC WORKS. <br />!I <br />BY: DATE: <br />�f <br />25 <br />FLOW <br />LINE <br />GvL.F CL.2GYJC- CURVE DATA <br />STGaPM DI�EX /Vf1rER <br />p = 109 10' 07'' <br />26 R = 53.00' <br />1 L = 100.98' <br />C = 86.39' <br />T = 74.53' <br />RECORD DRAWING <br />PLAN 8 PROFILE <br />{ CAMEL BACK DRI VE <br />-h SHOWLOW LANE <br />/0 <br />12 <br />zoL14Lr e"c-900 <br />STORM D✓E.P N'wT <br />/3 a <br />NOTE <br />FINISHED CENTERLINE GRADE= <br />TOP OF CURB GRADE - 0. 0Lw <br />/ <br />/ 2 <br />N <br />P/L= 40' <br />FLOW LINE <br />CURVE DATA <br />= 90 00' 001, <br />R = 28.00' <br />L = 43.98' <br />C = 39.60' <br />T = 28.00' <br />/9 20 2/ <br />/4 \ 1 /5 <br />FLOW LINE <br />CURVE DATA <br />A = 90 00' 00" <br />R = 23.00' <br />L = 43.98' <br />C = 39.60' <br />T = 28.00' <br />SHOWLOW <br />22 <br />IB \ <br />3 <br />FLOW LINE <br />CURVE DATA <br />A =9 35' 04" <br />R = 67.00' <br />L = 11.21' <br />C = 11.20' <br />T = 5.62' <br />23 / I 24 <br />/7 1/ /8 <br />FLOW LINE <br />CURVE DATA <br />0 <br />= 90 00' 001, <br />R = <br />i <br />p- <br />30 <br />C = <br />38.18' <br />T = <br />FLOW LINE <br />CURVE DATA <br />7' A = 87 53' 42" <br />R = 27.00' <br />L = 41.42' <br />C = 37.48' <br />T = 26.03' <br />29 28 I <br />FLOW LINE 27 <br />CURVE DATA <br />= 9 35' 04 " <br />R = 67.00' <br />L = 11.21' <br />C = 11.20' <br />T = 5.62' <br />Q CAMEL BAC/K DRI VE <br />I I APPROVED BY THE SAN JOAQUIN COUNTY <br />DIRECTOR OF PUBLIC WORKS. <br />!I <br />BY: DATE: <br />�f <br />25 <br />FLOW <br />LINE <br />GvL.F CL.2GYJC- CURVE DATA <br />STGaPM DI�EX /Vf1rER <br />p = 109 10' 07'' <br />26 R = 53.00' <br />1 L = 100.98' <br />C = 86.39' <br />T = 74.53' <br />RECORD DRAWING <br />PLAN 8 PROFILE <br />{ CAMEL BACK DRI VE <br />-h SHOWLOW LANE <br />/0 <br />12 <br />zoL14Lr e"c-900 <br />STORM D✓E.P N'wT <br />/3 a <br />NOTE <br />FINISHED CENTERLINE GRADE= <br />TOP OF CURB GRADE - 0. 0Lw <br />/ <br />/ 2 <br />N <br />P/L= 40' <br />FLOW LINE <br />CURVE DATA <br />= 90 00' 001, <br />R = 28.00' <br />L = 43.98' <br />C = 39.60' <br />T = 28.00' <br />/9 20 2/ <br />/4 \ 1 /5 <br />FLOW LINE <br />CURVE DATA <br />A = 90 00' 00" <br />R = 23.00' <br />L = 43.98' <br />C = 39.60' <br />T = 28.00' <br />SHOWLOW <br />22 <br />IB \ <br />3 <br />FLOW LINE <br />CURVE DATA <br />A =9 35' 04" <br />R = 67.00' <br />L = 11.21' <br />C = 11.20' <br />T = 5.62' <br />23 / I 24 <br />/7 1/ /8 <br />FLOW LINE <br />CURVE DATA <br />0 <br />= 90 00' 001, <br />R = <br />27.00' <br />L = <br />42.42' <br />C = <br />38.18' <br />T = <br />27.00' <br />RECORD DRAWING <br />PLAN 8 PROFILE <br />{ CAMEL BACK DRI VE <br />-h SHOWLOW LANE <br />/0 <br />12 <br />zoL14Lr e"c-900 <br />STORM D✓E.P N'wT <br />/3 a <br />NOTE <br />FINISHED CENTERLINE GRADE= <br />TOP OF CURB GRADE - 0. 0Lw <br />/ <br />/ 2 <br />N <br />P/L= 40' <br />FLOW LINE <br />CURVE DATA <br />= 90 00' 001, <br />R = 28.00' <br />L = 43.98' <br />C = 39.60' <br />T = 28.00' <br />/9 20 2/ <br />/4 \ 1 /5 <br />FLOW LINE <br />CURVE DATA <br />A = 90 00' 00" <br />R = 23.00' <br />L = 43.98' <br />C = 39.60' <br />T = 28.00' <br />SHOWLOW <br />22 <br />IB \ <br />3 <br />FLOW LINE <br />CURVE DATA <br />A =9 35' 04" <br />R = 67.00' <br />L = 11.21' <br />C = 11.20' <br />T = 5.62' <br />23 / I 24 <br />/7 1/ /8 <br />FLOW LINE <br />CURVE DATA <br />0 <br />= 90 00' 001, <br />R = <br />27.00' <br />L = <br />42.42' <br />C = <br />38.18' <br />T = <br />27.00' <br />LANE <br />THOMPSON "HYSELL <br />r . <br />4 <br />FLOW LINE <br />CURVE DATA <br />Z. Jc 0 = 109 10' 07'' <br />R = 53.00' <br />L = 100.98' <br />C= 86.39' <br />T = 74.53' <br />26 <br />ZO G F !L, c'7�D C -g00 <br />M .STO;PM DYER N.9TE.P <br />i <br />27 <br />p• I \ <br />/z, <br />/R 7' 28 <br />5 <br />.15 <br />.14 <br />. /3 <br />.12 <br />./O <br />• 9 <br />. 8 <br />7 <br />. 6 <br />5 <br />�1 <br />Lki(10 <br />Q <br />v <br />�(j) <br />AP S,1 i N� ti <br />RCE 32P60 EXP RES 12-3/ <br />4 _ r'�3�44�§ <br />506 5.1ora n., S z- <br />i 2 5 BB <br />� i10_ r.Fe <br />