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22 ' <br />20 <br />/9 <br />/8 <br />/7 <br />/6 <br />/5 <br />/4 <br />/3 <br />/2 <br />/0 <br />9• <br />8• <br />7• <br />6• <br />5• <br />N <br />a <br />W <br />p 0 ' <br />p 0 <br />O q. +I <br />� a 1 :t <br />I I <br />\_ IEX/ST/NG GiPOUNO � `\ <br />NE OL /NV. = /D. 90 <br />4/ L. F. - /DSTCIPM /NV M/�= /0.64 <br />L> /. //VV = // 60 S = . C06-0 <br />//VV 0 /LIN=/D• 64 <br />S=.dOBB SW O./. <br />D./, /NV. =,/6- 90 <br />/NV. (1-0 "//=/O. 64 <br />5 = <br />.00 68 <br />WATE5P G/NE/ <br />,1 <br />PROPOSED TOP OF 4//2 "D.O C!/RB <br />WEST D. /. <br />4roG.f. - �"STY�yPM <br />2;) /NV. = /O. 70 <br />/NV. Cal MN= /0.3/ <br />S'• .DDRB <br />—'' <br />S07 SEWER <br />--- L.� /o <br />p=.00/76 /IV <br />FLOW LINE <br />CURVE DATA <br />A = 91 54' 25'' <br />FLOW LINE <br />CURVE DATA <br />0 = 9 35' 04'' <br />R = 67.00' <br />L = 11.21' <br />W <br />3 <br />�asr o. <br />53 G /-F-442 "-4VWA'M <br />/. /NV. = 49.70 <br />INV (P M.v= /0.3 / <br />S = . 0074 <br />/N V <br />a� <br />6.34 � HOR/Z. SCALE /"= 40" <br />INV. <br />�0 <br />.V) <br />6 7 <br />FLOW LINE <br />CURVE DATA <br />C = 38.93T 28.401 <br />T = 27.08' TUMBLEWEED LANE <br />it APPROVED BY THE SAN JOAQUIN COUNTY <br />DIRECTOR OF PUBLIC WORKS. <br />j BY: DATE: <br />i <br />RECORD DRAWING <br />1 By' - <br />.__PLAN 8._ _PROFILE <br />E <br />TUMELEWEED LANE <br />MARC/ LANE <br />E i <br />ii <br />i.� <br />WSW <br />TUMBLEWEED PARK <br />LATNROP, CALIFORNIA <br />22 <br />21 <br />20 • <br />/9 <br />IB <br />/7 <br />/6 <br />/5 <br />/4 <br />/3 <br />12- <br />/0 <br />9 • <br />8 <br />7 . <br />6 <br />5 . <br />NOTE <br />FIN/SHED CEWERL/NE GRADE= <br />TOP OF CURB GRADE - O+O/' <br />EX/ST/NG G,POUVO <br />7/8 <br />36 <br />35 <br />34 <br />33 <br />MARC/ <br />b <br />x <br />0 <br />h <br />h <br />h <br />/ P.POPO.lEO TOP OF �i/2" D.O. CURB <br />/ 5,0025 <br />r �^- <br />I <br />�WA72514 ' UNE <br />//VSTAGG SGPEW60-TY•2 <br />CDMPRE IDN .4V- 5 <br />seivwR <br />f <br />740 <br />E,/VO <br />L4W� <br />e <br />V1 <br />S <br />OWL, <br />FLOW LINE <br />CURVE DATA <br />A = 90 00' 001, <br />-R = 27.00' — <br />L = 42.42' <br />C = 38.18' <br />T = 27.00' <br />/rnefcr// SO LF Tyoe A' <br />I/ <br />P/cq End <br />—.0025 <br />�✓ 40. <br />89 <br />FLOW LINE - <br />CURVE DATA <br />A = 90 00' 00'' <br />R = 27.00' <br />L = 42.42' <br />C = 38.18' <br />T = 27.00' <br />LANE <br />CUM <br />�L�1S iTFi STP.Et=T 1451eiFi ;_, f'd:;. 95s'i5 (2^'l Sry i 99t'6 <br />ro ►�p�tci r: �,y8 <br />22 <br />• 2/ <br />20 <br />• /9 <br />• /B <br />/7 <br />• /6 <br />•/4 <br />• /3 <br />•/2 <br />4/0 <br />• 9 <br />• 8 <br />. 7 <br />.6 <br />• 5 <br />'E <br />H�]]�^' E" 7 <br />1i11.,.L e <br />O <br />/ <br />Nlump-M <br />RCE <br />2 <br />L4W� <br />e <br />V1 <br />S <br />OWL, <br />FLOW LINE <br />CURVE DATA <br />A = 90 00' 001, <br />-R = 27.00' — <br />L = 42.42' <br />C = 38.18' <br />T = 27.00' <br />/rnefcr// SO LF Tyoe A' <br />I/ <br />P/cq End <br />—.0025 <br />�✓ 40. <br />89 <br />FLOW LINE - <br />CURVE DATA <br />A = 90 00' 00'' <br />R = 27.00' <br />L = 42.42' <br />C = 38.18' <br />T = 27.00' <br />LANE <br />CUM <br />�L�1S iTFi STP.Et=T 1451eiFi ;_, f'd:;. 95s'i5 (2^'l Sry i 99t'6 <br />ro ►�p�tci r: �,y8 <br />22 <br />• 2/ <br />20 <br />• /9 <br />• /B <br />/7 <br />• /6 <br />•/4 <br />• /3 <br />•/2 <br />4/0 <br />• 9 <br />• 8 <br />. 7 <br />.6 <br />• 5 <br />'E <br />H�]]�^' E" 7 <br />1i11.,.L e <br />Nlump-M <br />RCE <br />32260 EX <br />RES /Z-3/-88 4 <br />� <br />� —, <br />P <br />�.� no <br />506 <br />SEO,_p 1 <br />t)F <br />(. q• <br />HQ H L <br />� S -UO <br />