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0.17' A.C. Overlay <br /> w / <br /> ExitDike <br /> o remain <br /> ti Sto. 390+91 ± + +i <br /> Place A.C. Overside Drain �` Y <br /> Exist. Double Thrie Beam E v wCo Refer S.P. D87B + + <br /> Barrier to remain (Typical) Exist. Concrete Curb v y? v o m x <br /> to remain u as w <br /> Q) C � O <br /> Exist. Fence to remain �� o� •"O. - a J <br /> E.P. (SB) ^o C 0 L) o 0 o, Q• h X Adjust Exist. MBGR <br /> U O' r <br /> + E + ,� E \ �b��o� Exist. Concrete Curb + c m <br /> w O R m w R to remain m <br /> --x- -x- - x- - -x- - -x- --x-- -x- - - -x---x---x- - -x- --x- --x- --x -x- - -x- - -x- - -x- - -x- - -x- --x - -x- --x-- -x- - -x---x---x - -x- --x- <br /> X/ <br /> fit` <br /> < W E S T L A N E (S 0 U T H B 0 U N D)00 <br /> .. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -k-1- - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> 4 � ��; � 00 <br /> ?�� � / � �� , i � �� - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> -tea a� \\ /' i'. �� . X �i��/ �; / V �i �"/�. �, y� ��.� y�. j� y =ice <br /> W E S T L A N E (N 0 R T H B 0 U N D) F <br /> 0 U) 73 34 36 37 38 31 382 33 36 37 38 30 31 o <br /> Nx, N <br /> CO � r- - - - - <br /> C <br /> R II <br /> v aB + R w <br /> E.P. (NB) o Place 797 L.F. Concrete R Place 775 L.F. Concrete E ° <br /> Q) a Curb (Type B3) "� 0.10 Curb (Type B3) ci u <br /> C w Remove portion existing curb. Conform / P g <br /> + o� Bose Line Remove portion existing curb. a andtdikeetod remain <br /> (See Sheet 2 for details) ® Deck (See Sheet 2 for details) v v <br /> 0 o Construction -, �� �, <br /> + o <br /> rnE / �2 } = Lane Line Co o o a) o <br /> m � (Northbound) + `� a + <br /> w E JJ <br /> w w <br /> Exist. MBGR to remain <br /> (Both sides) <br /> � 0.17' A.C. Overla <br /> Exist. A.C. Dike to r <br /> emoin <br /> R & D 75 L.F. <br /> Exist. MBGR & SRT <br /> W Place 25 L.F. MBGR R & D 303 L.F. <br /> 0 3 n & 37.5 L.F. Exist. A.C. Dike <br /> 0 o ermina ec ion Place 303 L.F. ;7Arn <br /> N a D (Type SRT m 0 D + + Exist. Overside Drain <br /> 3�7 ( YP ) A.C. Dike (Type C) '2-3 ' W c to remain <br /> D p N (D O_(� µ Ff <br /> E.P. SB Adjust 612.5 L.F. Exist. MBGR Exist. Double Thrie Beam <br /> ( ) m µ ■ + m\o Barrier to remain (Typicol) <br /> Replace 62.5 L.F. Damaged Portion 300' ■ O <br /> (Sto. 392+87.5± to Sta. 393+25± 50•■ 50' µ m <br /> & Sto. 393+90± to Sto. 394+15±) + / Exist. A.C. Dike - - - - J w <br /> 35' to remain 4_ <br /> o a // Gam ' - / + o ko <br /> 0. <br /> N ` <br /> O + � / ! \ 7 <br /> F <br /> ANE L <br /> �r-- W ,E S T <br /> o - - (S O U T B <br /> L_ H 0 U N D) e,� �� ,� �� - - Ln <br /> - '� � -- - _= - = mss 407 <br /> o N s a � s -a- a = -S_=tg s- =� _--- - - — -__ _ - - s�=��m e ® o <br /> N 392 -:7-a�' - -`g <br /> 393406 <br /> — <br /> 394 / THBOUND) � <br /> ,' d' /,� ,' 40 <br /> S T : L A N E (N 0 401 <br /> 0 <br /> NB <br /> P. ( ) <br /> Exist. A.C. Dike E. / / / � � <br /> to remain +1 � / 42 � / / ^ N <br /> o .X Place Roiling / + + c9 <br /> +o w per Sheet 6 <br /> u,)/ <br /> *o // N �� /Place Roiling per Base Line v <br /> + ao / + �'� Sheet 6 (Both Sides) o Construction <br /> UJ + <br /> o o - <br /> Exist. Railing on Lane Line <br /> o <br /> ■ ��o�CR ssJay� w <br /> 50'■ Bridge to remain 50' (Northbound) <br /> (Both Sides) �Fli6 w <br /> 3~ Z m Z <br /> 250'■ t No. C23341 A g <br /> Exp. 12-31-05 <br /> Jj �Q' V7 <br /> OF CpV�E <br /> Q <br /> Refer to Sheet No . 6 z <br /> for Railing Details TYP ( � <br /> 0 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> COUNTY OF SAN .JOAQUIN SCALE: 1 "-40' PLAN WEST LANE RESURFACING NO. SHEETS <br /> (Eight Mile Road to Armstrong Road) 4 7 <br /> WIYVI:� P2 Z J" l-�of �61eZ �i�O i� i 1�ui `slbL <br /> FILE NAME DRAWER SHEET Ne. ACAD REVISIONS DATE <br /> .\WestLaneAllPlons.dwg <br />