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E <br />Remove existing center line, edgeline striping and pavement markers. <br />Apply latex modified slurry seal. <br />(E Const <br />srr�iR AW .axe <br />No ", <br />Sta. 245+25 (26' Lt.) ..... �. , _ <br />Sign relocation. <br />`}---- ------ N E lmwC <br />L <br />Exist EP <br />Grate= 46.35 "' a lvu'1= �+�•yo <br />18" N (IN)= 43.79 Ditch FL 46.51 <br />18" S (OUT)= 43.79 Extend and -connect existing <br />Ditch FL 46.35 31' Dia. PVC pipe with <br />pr-Gposed storm drain inlet. <br />18" N (IN)= .45;*& <br />18" S (OUT)= 44.30 R« <br />12 E (IN)= 44,30 <br />Install 42 L.F.t —_/ <br />of 12" Dia. R.C.P. <br />Sta. 10+ 71.5 17.8' Rt.— <br />Install concrete pipe inlet <br />Type GCP, See S.P• D75B. <br />Grate= 46,65 <br />12" W (OUT)= 44,66 <br />12" E (IN)= 44.66 <br />Remove existing center line, edgeline striping and pavement markers. <br />Apply latex modified slurry seal. <br />• / Remove and dispose 70t L.F. <br />• I of 18" Dia. R.C.P. <br />i' <br />_ Sta. 10+83 <br />II Limit of latex <br />II modified slurry seal. <br />II <br />II <br />II � <br />II � <br />�I <br />I <br />I <br />I <br />I <br />I <br />I <br />f <br />Existng tel—ped <br />to remain in place. <br />Existing planter and one <br />fence post to be removed. <br />r— <br />jo- <br />- _ <br />_ - <br />m <br />o0 <br />Sta. 245+14 (26.5 Rt.) <br />01 <br />< <br />o' <br />New mailbox locoti n. <br />�4 <br />0 <br />T' <br />w <br />� 1 � Widening area. <br />a, <br />� <br />Remove and cap existing <br />0— <br />6" Dia. PVC pipe. <br />,} <br />0 <br />See Sheet 10 for Pipe <br />Connection Detail. <br />�� <br />— — <br />— — — — — — — — — — <br />— <br />r*m cn <br />n. <br />Const �N <br />a6 <br />:' O <br />too <br />4601� i i� . ..:.. ... ... ,., . s:�. uwU;ANW* <br />Sta. 251+60 (24' Lt.) <br />Sign relocation, <br />2.5 (Typ.) <br />------------------ 0.20 <br />- - - _ -�.... , _ .... _ _ . _ . _ <br />0.20 . . . . ------------------------ <br />2' <br />LOWER SACRAMENTO ROAD <br />- - - - - 250 - - - - - - - 251 <br />Exist EP New EP Remove existing Sta. 251+60 (24' Rt.) 252 253 <br />pavement markings. Sign relocation. <br />- - - - - - - - - - - - - - - - - - - <br />Y , <br />1 <br />— a <br />-f <br />2 5 o r <br />Ln <br />no o IN <br />I i <br />cn <br />3+ 0 <br />p Q r5 <br />FF v Clean existing <br />drainage facilities <br />Co (A <br />0 to. Q <br />3 N <br />D a' <br />« 4i + ,_ Ma a& U rr <br />0 o Sta. 249+68 (26' Lt.) <br />Sign relocation. <br />DRAWN BY DATE <br />Enrique Sitva 2113 <br />DRAWER SHEET NO. <br />END OF PROJECT <br />PROJECT ENGINEER DATE CHECKED BY DATE <br />_ REVISION I nnTF <br />'ON 133HS <br />Q N <br />a 0 <br />m <br />I I <br /><+ °I <br />Existing palm tree P" �+ �+ � <br />to remain in place. "" �N <br />See Sheet 10 for Pipe <br />Connection Detail. <br />Install valley gutter Existing fence posts <br />See SJCO Std CW—C23 to remain in place (Typ.) <br />for details. <br />I REI <br />DRIVEWAY DETAIL <br />CURVE WIDENING DATA <br />CURVE <br />RADIUS <br />BEGIN CURVE <br />MIDPOINT <br />END CURVE <br />3 <br />60' <br />Sto 245+58 (22' Rt) <br />Sto 245+99 (40' Rt) <br />Sta 10+83 (10' Lt) <br />Lower Sacramento Road <br />Lower Sacramento Road <br />Collier Road <br />O <br />75' <br />Sta 10+83 (11' Rt) <br />Sta 246+63 (40' Rt) <br />Sta 247+09 (22' Rt) <br />Collier Road <br />Lower Sacramento Road <br />Lower Sacramento Road <br />UNDERGROUND <br />SERVICE ALERT <br />(811) <br />D <br />M <br />f�lfy�o �\ <br />OP 9 <br />No.42581 <br />JVj <br />OF CAS-��`v <br />David_ Mendoza <br />Registered Civil Engineer <br />COUNTY OF SAN JOAQUIN SCALE 1 20' IMPROVEMENT LOWER SACRAMENTO ROAD SAFETY IMPROVEMENTS 0 EMENT PLAN TS <br />(1,000' s/o Undercrossing to 600' n/o Collier Road) <br />83MV80 <br />— --- � • .7y. , <br />SHEET TOTAL <br />NO, SHEETS <br />5 11 <br />