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ON i33HS 213Mb210 LEGEND R/W .• - Existing right-of-way. Remove existing center line striping and pavement markers only. New edge of pavement. - - - - - - - - - - - Existing edge of pavement. .____.__ ....... Existing fence to remain in place. Existing electrical line. M 1t Existing overhead line. o � R W .. .. 0, 20 Depth of asphalt concrete pavement planing. Q�. .. .. • ..,, low Const, . Limits as asphalt concrete pavement planing CD co 0 u C. A MIM' 99i1y Area of roadway widening. _---_---------------------- - _ --- ----_ r► Fill material (local borrow).OD RA - C� � o LOWER _ SAC -----___ Existing P.C.C, to remain in place N _ E_N TO ROAD Existing ditch/swale FL. _ _ - _ ___1 — 220 -��- 219 --_ Proposed ditch/swale FL.221 � Sign relocation. �'__-----------------------_--______ _--- Existing sign to remain in place. �25_-`` - p Existing Kinder Morgan underground N = pipeline. (Approximate location) `'' --- Existing AT&T underground line. - - _ - .. ,., ,.....�. .. R /W _ (Approximate location) -^- ---- Existing underground communucations, (Approximate Location) �r r' Existing utility pole & guy anchor. 10 Existing AT&T maintenance hole. aSFti = Object marker. Existing fence posts to remain in place. BEGINNING OF PROJECT Existing ditch. - - - -- - - r New ditch. , * Refer to Typical Section ant r i J` for Slope Paving (Concrete) Schedule (Typ.) striping and pavement markers only. Remove existing center line P g 6 =-7_ r morkers only. -' and Pavement ° °D Remove existing asphalt concrete. Y Remove existing center line striping N Place slope Paving mci � i 9 (concrete) 0 r7 `. co Remove existing , Q -- o _ ting asphalt concrete. M .� Q la o _ .�` o ce slope Paving- - • r s... ,rr.r�rllrr" _ N mom"nto __ _ .. _ _ • t� W 4.. � J n _ -. I c1. t Exist: -P.C.C. embankment - +0 0) + << _- -- to remain in place. r ,- :.• �. .._ `� � D �' \\ -• � _ T--. 1 �{ W \V%O �"'.i..�r.'_.. _. ll._._. ----_-_-L:_._._-.{l._-_.._.fj....__._'-•__--t.-Y__....-._.�).._.. __... .:._ � - / / i . DDD D t�D - y� l `0 � � ►� � - Exist. P.C.C. embankment Con St �, • ,e q D D ► \\ +00 2 .5 .z . x t -` to remain in place. o -5 1 Rt. ___—_--- LOWER -----_-_-____ SACRAMENTO ROAD _,_-�--- _ ��- D D------ ; -- ---- _-227 - Ln �) - - 225 228 CP + o— _-_---- 230 _— O —__— ----—i —r.— D `ice --_ Z O D D Z ----- � o if Exist. P.C.C. embankment __r to remain in place. + _ o ° D a ti __� � J +- D m 00 N D o O -'- v o rn 00 + o _ ti N I �O�v"" 5i6 n�.. PO( ✓I + ' Q Exist. P.C.C. embankment ��,,,,,,,. • ■ R o Q _ t + o .�% _ - o o to remain in place. • """ U = ---cr- r. Cn �' i aD OD 0 O O X �< 7-3 (' � I rr O � Z Remove Exist. a Remove Exist. asphalt concrete, n " sphalt concrete. I rn - o ' �'� o Place sloe ` Place sloe co � � P paving (concrete) * `- - P Paving (concrete) * co 0 EMIMW -"*oft of Wore ( , � UNDERGROUND�� Sta. 230+30 23� RT `�° � 0 �Remove existing trees. SERVICE ALERT P�� 9 No.42581 A 9� cl vl� {• David Men oza �811� Registered Civil Engineer 71 DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY DATE Enrique Silva 2/13 COUNTY OF SAN JOAQUIN SCALE: 1 ' LOWER SACRAMENTO ROAD SAFETY IMPROVEMENTS SNO. SETS 2 0 IMPROVEMENT ROVEM E NT PLAN ' o Collier Road) 3 11 9 to 600n � DRAWER SF�EET NO- REVISION DATE (1,000' s/o Undercrossin_ i5q-