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83MVM0 3VIVN 3113 <br /> N <br /> Centedine of COnstn/Ct' <br /> Centerline of Construction R/W <br /> n <br /> Rad = 5260' <br /> o Ang = 5'45'17" Place 25 wide <br /> New EP <br /> Con = 64 09' Type D Dwy. w rr we rwr wr ww rr w. rcr ■ra rrt w w rwr .rr ar .w rr rrr ma rw min rr rr am mw r rr rr rri w� �r� Www w wwt+r w rr arM rr rr rr rr rr rr n <br /> m Len = 528.31' f <br /> II R W rr .rr� rr wow '�+' rw r' - ' � �� � 133 1 1fS5� 13_6 - - -- ---win 13 7 <br /> J / <br /> ro awracr ����-= Y3t - ----- --- -- - - --- - ---- - = -- - a?- -- - - - - - - - -"Co <br /> m <br /> co <br /> Z New EP ar rw r. ara r� arr "�" acr '� w r w an ' w ` <br /> win OWN rw aw+ aww rwr • �.j ,� 12 ----- 130 w —— arc rr rr r�ri rr rrr wr w w m am am wr am rw rr win11 m irw w� rr war rrw <br /> OD <br /> � wa rr ww w w ar wr w wr ajr w " 111 _ -l.- - --- - -V28 <br /> Z oo - - r rr rccr rr wr r New EP D <br /> - - ---- - - - - -- - - - -- - - -- <br /> 0110 Win—�� 127 _= _ ar <br /> rr +rw <br /> c -' -- '°'°` '� r Sta. 131+31 24' Rt. + mm , -_ - - - - -- - - -- - -- - - - -- - I �_� — 126 _ a S'(a 128+55 (24' Rt.) Place 12' wide �_� 0 <br /> o rn I _ — 125 Place 35 L F x 12 Dia C.S.P. Type D D y Place 35 L.F. x 12 Dia. C.S.P. / <br /> - - <br /> 124 -- - - - - - - - -- - -- - -_-- T e w . N W N <br /> 123- -- --- -- --- - <br /> Ln_ 122 ---- _ <br /> Z - -- -- - - - -- - = o <br /> rw ..r wr ar w r Ut rr <br /> Place 25' wide + <br /> wwn rr arc rw rrw rr w rr w wr wr w. ws ar w rr ar w■ rr w w r.r w w wrr�rw w wr wcr r aw wr w. rw ww ■rr rr wr N Type D Dwy. 100' A.C. Trans. o <br /> Place 120' wide <br /> m New EP r o+o I 0.30' A.C. <br /> m Sta. 125+60 to Sta. 127+00 (24 Rt.) Type D Dwy. <br /> W Place 140 L.F. x 12" Dia. C.S.P. Centerline of Construction <br /> R/W Rod = 5260 " End of Project <br /> Mg = 54517 <br /> Tan = 264.38' <br /> 0.30' A.C. Ch = 528.09' <br /> Len = 528.31' t <br /> Tree removal within Ri ht-of Wa No. 38465 <br /> Limits of Orchard * Exp. 3-31-07 <br /> CIVl\. <br /> AW' Cfs�F <br /> 1e-z( 4A�,� <br /> Peter D. Martin <br /> REGISTERED CIVIL ENGINEER 38465 <br /> 60 60 <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> 59 <br /> nt riine of Con tru tion <br /> • � Rohl O G. <br /> 58 - - - - - _ - - - Right D#f 17 Grade _ - / - <br /> - - _ . - _ - - -. _ 58 <br /> 24' Right �, ; - slope-+0 0023 <br /> Left O G. - <br /> s <br /> -- <br /> and R/9h/ EP. ` _ ._•- - T Tc — - - _ _ _ - - - _ 0008% ; <br /> .A I <br /> 57 <br /> 57 <br /> - <br /> ope <br /> _ - <br /> -------------- <br /> 24' <br /> Right <br /> Left Ditch Grade <br /> Egr1h Berir- h`�h/ Ditch Grode - - --- <br /> bb 24' Leff <br /> :24 k.-ghJ \ 000 <br /> %. f FIr v 5_G 51 <br /> i <br /> 56 <br /> 56 <br /> Earth Berm _ <br /> Y ` _ <br /> 55 55 <br /> J <br /> Leff Ditch Grode <br /> 54 28' Left . _ s -_ _ _ __ - - - - - _.: :. - - 54 <br /> C , �C tet . dui �i7. <br /> 53 u; - 53 <br /> 122 123 124 125 126 127 128 129 130 131 132 133 134 135 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE 4/06 n SHEET TOTAL <br /> T. <br /> COUNTY OF SAN JOAQUIN HORIZONTAL SCALE: 1 „ (0.35 Mile East of Vignolo Road) 4=5o PLAN AND PROFILE FAIRCHILD LANE IMPROVEMENTS N0. SHEETS <br /> VERTICAL SCALE: 1 = 1 9 <br /> P. <br /> FILE NAME DRAWER SHEET N0. ACAD REVISIONS DATE <br /> 20 <br />