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'ON 133HS <br />83M`d 10 <br />Q <br />N r <br />w <br />+ r- <br />4 <br />Et <br />Sta. 238+00 (24' Lt.) <br />Sign relocation. , <br />238 <br />\ e <br />n <br />♦ \ \ \ \ ,. St1)oin9 °nd <br />Po �eme <br />\ \� <br />Co n st <br />40 <br />m m <br />'v y <br />♦ - <br />�Y► \ \ C (1 ` \ is J X O -; _ <br />\ ". �k ....._f. <br />C.a _- <br />Ro + C to <br />0 <br />o <br />23g-------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - <br />+ ♦ _ --L -_ _ _ _ - - - - -�-- - - - - -- <br />236 237 <br />•�- - - - - - - - - - - - - <br />- ----- <br />-------- <br />r qmmmmmwmm� = —e _ .. ." ".+ �kkm# ..ems& " ` _ suLxmkB.... <br />�- Cons <br />----------- ------------- <br />I' <br />1 <br />J <br />UNDERGROUND <br />SERVICE ALERT <br />DRAWN BY <br />Enria'ue Si! <br />DRAWER <br />(811) <br />DATE <br />2113 <br />SHEET NO. <br />Ik'� J�u <br />�aQ <br />c'yZ <br />� No.42581O <br />David Mendoza <br />Registered Civil Engineer <br />PROJECT ENGINEER <br />REVISION <br />4NNIIIIIIIIII 0 --amn— <br />Remove existing center line, edgeline striping and pavement markers. <br />Apply latex modified slurry seal. <br />-- — — — —— <br />- - - _ <br />1. �. lace 5t L.F. of , <br />G new 24" Dia. R.C.P., <br />_.- <br />, <br />See Sheet 10 for Pi <br />�..�.� .—,., `�..�Ir. MDetail. S% .f <br />© �A/ _ Connectio/�O <br />l rMAU wri�� rr .•r r.r. w f �: \ � t�� <br />!0 <br />9y <br />Clean existing ,�:_.. 000 �2j, / 2 <br />Clean existing Clean existing + U-, $0 t% <br />drainage facilities (Typ.) I drainage facilities (Typ,) 5 �^' drainage facilities (Typ.) Install strai straight headwall . <br />w c,+ per S.P. D89. c,, �., . ' <tJ <br />Direction <br />, Pipe Inv. Elev. 41.86 of flow. <br />�(16 • / Install 84 L.F.f <br />Remove existingstump and � ona�?i/t of -fib" Dia. R.C.P. <br />aen/ �Qt J <br />0 o n9 / ' ` Remove & dispose 25 L.F±. <br />place rock slope protection to f S i% p <br />(Facing Method B) �R°v to BC of existing 12" Dia. R.C.P. <br />CURVE WIDENING DATA <br />CURVE <br />RADIUS <br />BEGIN CURVE <br />MIDPOINT <br />END CURVE <br />1O <br />57' <br />Sto 242+32.5 (21.6' Rt) <br />Lower Sacramento Road <br />Sta 242+72.2 (46.4' Rt) <br />Lower Sacramento Road <br />Sta 11+20 (16' Rt) <br />Woodson Road <br />O2 <br />130' <br />Sta 10+81 (16' Rt) <br />Woodson Road <br />Sta 243+72.5 (37' Rt) <br />Lower Sacramento Road <br />Sta 244+30.3 (22' Rt) <br />Lower Sacramento Road <br />DATE CHECKED BY DATE <br />7 COUNTY OF SAN JOAQUIN <br />/ 13 <br />DATE <br />C� <br />+ r- <br />0Z <br />M <br />Standard Specification Sec. 72-2. • �'�� // r. Sta. 11+08 (20' Lt) <br />WING s���deh � / ; Install concrete pipe inlet <br />1AAy 9 / Type GCP. See S.P. D75B. <br />% R ' Seoi EC / Grate= 46.05 <br />OIINr� \� / F • , 18 N (IN)= 43.45 y <br />�� l L- - dbwwad r'Qcof ? / 24" S (OUT)= 43.45 <br />Verify / e / Ditch FL 46.05 ', C. <br />SCALE 1 20' 1 IMPROVEMENT PLAN <br />Rim / �°%n Ap % ___ .--_.._ P6"S. S.D. <br />i The Site 0IVMor� / e to ► Remove & dispose 7 L.F±. f,c.d;}� <br />Ce <br />of existing 24" Dia. R.C.P. <br />LOWER SACRAMEN TO ROAD SAFETY IMPROVEMENTS SHEET SHOEETS <br />(1,000' s/o Undercrossing to 600' n/o Collier Road) 4 11 <br />