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100' A.C. Trans. V A 0.25' A.C. Overlay100' A.C. Trans. 0.10 A.C. 100' A.C. Trans 0.25' A.C. Overlay <br /> LO (DOverlay N <br /> N <br /> ± Place S.J. Co. N �+ <br /> / Bench Mark Plate <br /> 50 <br /> / d / Place 15'0 x W C.S.P. (0.109" Thick) / Road <br /> o Conform of+ — — — — — - — Existing ,, --------------- ------ <br /> E P I JOHNS CREEK <br /> — — — — ------------- <br /> / \ o : 50' - E.P. Cons ------ <br /> i <br /> o <br /> 41(_X E.P. <br /> ESSoo a f 1" � 118'9"t I o° oo 0 �s M Hy392 395 396 2 413 / i1oo18'9"t 461 bo No. 21258 <br /> i I I � � ami � Few. 9-7o-Y7 <br /> WC <br /> i BEGINNING OF PROJECT k Y U 7'RN � E.P. CAuE.P. o o I o 62.5MBGR Typ. — vExist. Farm Road?4 locations 1 See Sheet No. 5for details. 69' Concrete 'Barrie R° / onorm CGo°fO�m 1g � <br /> Type 27 Modif'bed (T 'p.) o / r� N \ <br /> Exist. Side Drain Pipe, 1 I I 4' ,,. <br /> foo See General Note No. 3, I / Place 1TO X 40 L.F. <br /> \ o Sheet No. 2 (Typical) N C.S.P., (0.109" Thick) <br /> BRIDGE 29C-177 w °• � <br /> Note. Refer to Sheet No. 4 �– <br /> for Concrete Barrier Details. r st <br /> �( _; 7 i/ % /'T Yui-�//• ✓/V <br /> Exist field entrance. �0 p�03 �oOa <br /> 0.25' A.C. 0.10' A.C. 1OO C7\ <br /> 100' A.0 Trans. 100' A.0 Trans. 0.25' A.C. Overlay �� O oO '� V 5'–A.C. Ovierley n <br /> Overlay 00J M •� o• r. /` <br /> / <br /> Cal <br /> LO <br /> Conform ��� a <br /> f,f1I✓Nth G 9 <br /> Releeeta-QxasLng Place 18"0 x 60 L.F. G O <br /> and approx 90 L. fF' ence. Place S.J. C.S.P. (0.109" Thick) / \ �� s mss• OHO °s <br /> e� �E �� * v r Co. B.M. Connect to exist. pipe <br /> f Plate. Exist. Side– <br /> Relocate Automatic <br /> o°o f f Drainage Gate Drain pipe r E P a R <br /> `L Const. R E.P. <br /> � _( �( � �E ��E��--X–. I � E.P. � <br /> > <br /> 34'R 00 / 18,9"± eo 0o ao <br /> o 00 <br /> 0 47476 478 524 529 530 531 <br /> 00 18'9"t °° 587 588 ;o <br /> 0 1 Ll / / – I – <br /> N <br /> E.P. Q- E.P. <br /> Exist. <br /> tD 'p .p � <br /> Existing side–drain pipe •J <br /> W / <br /> a Place 18"0 X 80, L.F. <br /> 109" Thi <br /> 0 <br /> P <br /> S <br /> W C <br /> . . . . ck) 0 29 A \0 0'P \ <br /> 62.5' MBGR C.S.P.(0.109" <br /> �0 <br /> Typ. 4 locations Connect to existing pipe. s �Ofro o p <br /> See sheet No. 5 59' Concrete 7��s7eLL r_� Ju..�u�� N COQ 0-0_ \ �0 <br /> for details. Barrier ca&jt5 ``s ¢ \ o s <br /> Type 27 Mod. / <br /> TyO owe O / <br /> BRIDGE29C-178 0.25' A.C. Overlay PG << goo 'o. / �ooa. / 100' A.C. Trans. <br /> Note. Refer to sheet No. 4 �„• / <br /> for Concrete Barrier Details. / <br /> Di_.._ ,,acc- 194 X -iv- � - :�- �7 pJO,`t°t`r'• 47�0s9' / °7l" E <br /> j <br /> 0- <br /> (p;}gg" aie�c}_6eee4.SecEe e� fPe s 0 r <br /> 0 <br /> NO., 44&F P / 3 c� <br /> 50' o <br /> o j / o+ ± <br /> h% mss. Const. <br /> LEGEND E.P. ass V) o <br /> ® Variable Depth <br /> Asphalt Concrete Overlay <br /> lass 2 Aggregae Base. �° <br /> Type F DnvewoY ° 6�7 6h 629 630 y �% n <br /> 0 ao <br /> Imported Borrow. n <br /> (Type F Driveway) <br /> Depth of Asphalt Concrete p R <br /> 0.00 Pavement Planing E.P. <br /> END OF PROJECT <br /> • Limits Asphalt Concrete 40 v <br /> Pavement Planing <br /> R Conform to Existing Radii <br /> 0 <br /> o P' <br /> 0' 50' 100' / �o // ' 0 <br /> SCALE IN FEET ooaa5 / z 00,01 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> E. M. Peterson 6/97 ��n,� 71319COUNTY OF SAN JOAQUIN SCALE AS SHOWN PLAN MARIPOSA ROAD RESURFACING NO. SHEETS <br /> d"r--�� 7 Z _ 7i3/ ,n„Vd1V"v !a/47 , '�,� (Gawne Road to Dodds Road) 3 6 <br /> OmIFILE NAME DRAWER SHEET N0. ACAD REVISIONS DATE <br /> e:\pete\projects\m o ri pose <br />