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83Mv)ja 3WVN 3113 <br /> Place 30' wide <br /> Type'DDwy. <br /> Sto. 118+00 26' Lt. R W <br /> Existing Tree to Remain Place 60 L.F. x 12" Dia. C.S.P. / C) <br /> Excavate Existing Roadway c New EP Z <br /> to match existing native. <br /> x <br /> Mvp Z <br /> C <br /> ww ww+ ww wr wr ww+ ire nr «rr. ia. •GJi b;.. w.+� wry. "ri — —— — — — � � <br /> wr w.." .wr ra wr wra �` ++• rYr rr rr" a •r wr wwi "� r M <br /> Variable Depth Asphalt Concrete. "' `"" """ `4" _ _ _ _ _ — 122 O <br /> tTh <br /> - - <br /> - 0,, . .. _ L 120 121 - -- -- - - rn Z <br /> - .� - - --- -- -- - - - <br /> �_ - <br /> _ - -- - - - - 118 .... ... w.. <br /> .rw _ — cn <br /> Roadway Excavation �/' �� _ _ - - - - - - - -- - - -_--- -- OO <br /> - -- <br /> 71RIW <br /> m New EP M <br /> MOF / r•'" r� ww . +w G7 <br /> 0.00' Depth of Asphalt Concrete Pavement Planing. R W New EP ,/' .." 11' 6 .+� w' N <br /> i tr / 000 .WW <br /> ■ Limits of Asphalt Concrete Pavement Planing. f / / ' '� WOW ►+" 00 WOO "� r ..� o <br /> Existing Tree to Remain �/ �f M,, ✓ 115 0.0 +� w++' •� <br /> Utility Poles to be relocated by others. �► ,. .n' ,.r " <br /> Place 30' wide � � �"` <br /> i i „rF 11A Construction <br /> f i Destro Well .w Centerline <br /> Rod = <br /> �f Earth Berm Type D Dwy. ! s' «r^ ✓ \/ .+� ,r J c\\ An9 - 1168 B + + <br /> III !r `" r* i 113 .r r+� L Tons 272. <br /> Sta. 110+41 24' Lt. , i �„ �\ ,✓ R/W 538.80 <br /> Place 60 L.F. x 12 Dia. C.S.P. ",.� 4 "". Ch = 540.63 �,, <br /> / ® / �, WOO New EP o Len Crown Run-off <br /> � i� 112 .✓ .✓ '•+` rnG <br /> �^ Superelevatlon <br /> Sta. 11+75: <br /> `�, Place 4 Inch Dia. x 60 L.F. Schedule 0\ <br /> w"+' 40 PVC Pipe buried 1' below ditch grade. t <br /> ,,. F o ,;,/ / // _ Use Solvent Glue at Joints, Place o <br /> �„ .+ Ak _ non-glued Caps at both ends. <br /> �„ .r" '"f X10 T' 0 000 ,or 'w" Remove Existing Building and Foundation <br /> �, r�' "� � % ,r "' Sta. 111+21 24' Rt. k un-off Wa <br /> Place 40 L.F. x 12 Dia. C.S.P. 30, p G• o Ce°*n R vol within RI ht <br /> ✓ % 0• <br /> + ' rn. Place 36' wide d urge rem° <br /> 1 p OrcharESS�4Y�, <br /> r �� Type D Dwy. of u- MA <br /> Place 36' wide Um�tB �y � <br /> e ..o LOY Type D Dwy. No. 38465 <br /> ✓' �' o N_ <br /> * Exp. 3-31-07 <br /> �^" f Place <br /> 109+48 24' Rt.) <br /> ✓ v _ �� 1p �� „r ` , ,✓ o � Place 40 L.F. x 12 Dia. C.S.P. <br /> n <br /> 03 <br /> *00P r' °� <br /> ,�+ �o,6 5 Peter D. Martin <br /> ✓ Iree to be Removed ^. REGISTERED CIVIL ENGINEER 38465 <br /> o� o leans. <br /> ip <br /> 0 <br /> Beginning of Project <br /> Leff EP <br /> Centerline of n tr lin Left h R! h! EP <br /> 57 <br /> 57 <br /> Leff ftht EP EX/St//1 Ye/%w Ltne _ — _ _______ _._...............................--- - -- <br /> 56 - - - - <br /> _r- --�. -.-- - --- -- : 56 <br /> - - - . ._ _ <br /> ----- ........ . <br /> _. - Righ l Q.G: <br /> _ _ T - - - - -- - - - - -._-- ----- -- <br /> - - - - .-.-.-.-.-.T - - - - - - Right Ditch Grade : : xcgvafion /units_ - <br /> for existing roadway. \ <br /> - Right `- Bc rrr- - <br /> - — - E - <br /> <'4 <br /> rt <br /> rth Berm <br /> 55 - - - - - - - _ - i - - - - - - - - - - - _ <br /> - - <br /> Riafif <br /> 0.19. <br /> 55 <br /> ` . <br /> ef, Dit:^h_Grade <br /> 28 Lefl F24Righl <br /> _Orth Berm.�� i . <br /> e-+0.000 % - -- <br /> 54 slop- - - -- - -•- <br /> 54 <br /> In <br /> 53 <br /> 53 <br /> In <br /> 52 - _: _ <br /> 51 52 <br /> 51 <br /> 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> Pr. 4io6 COUNTY OF SAN JOAQUIN HORIZONTAL SCALE: 1 =50' PLAN AND PROFILE FAIRCHILD LANE IMPROVEMENTS NO. SHEETS <br /> /Oohs T,u 4�0 0� $L�/,��f ¢f��� VERTICAL SCALE: 1 = 1 (0.35 Mile East of Vignola Road) 3 s <br /> FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE <br />