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50' 0.17' A.C. Overlay <br /> A.C. Trans. (Southbound) <br /> E 25'■ q <br /> o ¢ Sta. 308+14± (136'± Lt.) <br /> o Adjust Exist. Monument Frame <br /> U and Cover to Grade <br /> I c x Exist. Electrical Place Railing per <br /> 1() c <br /> 57'± 0.10 Conform <br /> + � �� ■0 Vault to remain Sheet 6 Both Sides <br /> c <br /> o u v / '�� 0.00' N Relocated Access Road —Z�— <br /> o ::l .'. : . o C) <br /> U <br /> o r /�, a Relocate Access Road <br /> Sta. 307+37± (85'± Lt.) o LJ o to Sta. 389+78± <br /> Adjust Exist. 2'x2" + c o /LSta. 307+89± (83'± Lt.) — — 30' <br /> Junction Box & Grote E r Adjust Exist. Monument Frame _ _ — — — Exist. Double Thrie Beam <br /> (1 ' above exist. Elevation) m� � and Cover to Grade �`�' � Barrier to remain <br /> E.P. SB Exist. Railing <br /> r ( ) 9 � . > v <br /> E _ -- R Sta. 308+52± (29'± Lt.) Exist. Concrete to remain Y� <br /> -� - °v R Adjust Exist. M.H. Frame Curb to remain (Both sides) �� + E.P. (SB) <br /> 0 o R _1 _1 ° o and Cover to Grade ` `� + <br /> Y. a <br /> {{ � L �1 �a �u R=8 Q` ��V���\ , R=35 <br /> o � �� +1 3� <br /> E r� r� r7 Co a <br /> • / CDX L1_ JI_L J W E S T LAN E (S O U T H B O U N D) + o <br /> o ; ���n <br /> µ i •�-' 1 r1 11 r1 rr <br /> 00 <br /> r'/ 71 - - - - - - - —� ^ - - - - - - - - - - ,t i <br /> — / x L _ L Jam`- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — i \\ � — — s � g a B 0 <br /> �, <br /> r-f iTl� r� r� x x� � .�� .�. <br /> n �. �. . �. �. . � X X ten . �C X Xx , � i k nX /I �� �� �� = a� _ mss <br /> / �� • �� LJ,/1LIJ LJ LJ IA 1 V ` �. <br /> 34r ( % rim r� r� 308 309 W E S T L A N E (N O R T H B O U N D) <br /> 306 cn / �;/ LJ LIJ LJ LJ <br /> 4 <br /> • r� rn r-7 r7 1 <br /> 312 313 314 315 316 318 � '31� 320 321 0 o <br /> •, , I N <br /> / I <br /> L32' <br /> +i L� r' Sta. 308+56± (Lt.) E.P. NB o Sta. 312+87± Exist. A.C. Dike YY o x° �, <br /> _0 00 R a, L� / R Adjust Exist. Traffic ( ) Place A.C. Overside Drain o0 o Y ° E P (NB) to l remain Dike <br /> Pull Box to Grade +i 3 +i - o 0 E <br /> 0 o 'd ` ' ,� Refer S.P. D87B n N a N a) � <br /> Place 65 L.F. - L I w <br /> E Concrete Curb r I Base Line + +� `+° wZ + wz �� E V o +I E <br /> C <br /> +i ¢ ow � a �_ E <br /> 00 a1 ,c ,C N > J " W U a N <br /> o (Type B3) LJ ' Construction + + o Place 1 ,066 L.F. Concrete v 6)C Go c ° a -H � Of + d > u <br /> o Remove portion = Lane Line m Curb (Type B3) �'m m + Q) 0i w rn c\ 0 0 <br /> M o_ o: + a ° �c (, as LEGEND <br /> U existing curb Remove portion existing curb. U o w X <br /> (See Sheet 20 (Northbound) (See Sheet 2 for details Of <br /> for details) �� ) Place 55 L.F. E <br /> A.C. Dike w� <br /> ' � Variable-Depth Asphalt Concrete Overlay <br /> �� /� 0.00' c (Type C) <br /> + .% . . : o 0 <br /> ■- `r' ?Y'7 R & D 135 L.F. < Variable Depth Asphalt Concrete Overlay (Median) <br /> N v Exist. A.C. Dike Asphalt Concrete (Miscellaneous Areas) <br /> o %/ �' 0.10' d Place 135 L.F. <br /> Conform A.C. Dike (Type C) <br /> FO-70-01 Depth of Asphalt Concrete Pavement Planing <br /> E ■ Limits of Asphalt Concrete Pavement Planing <br /> x <br /> " Refer to Sheet N o . 6 R Conform to Existing Radii <br /> W for Ra i I i n g Deta i I s (Ty P . - Existing Traffic Loop to remain in place <br /> 25 ■ <br /> O Existing monument frame and cover to be adjusted. <br /> (Refer to Improvement Standard No. CW-R36) <br /> 50' 0.17' A.C. Overlay <br /> A.C. Trans. (Southbound) <br /> f <br /> � �y�ESSlOy <br /> y�g�Ps RYAN <br /> �1 No. C23341 <br /> # Exp. 12-31-05 <br /> 0.17' A.C. Overlay <br /> �9F CMV O��P <br /> OF CPV�F <br /> Exist. Railing on Bridge <br /> to remain (Both sides) Minor Tree Trimming to allow for <br /> Shoulder Backing and Railing Work <br /> 1 <br /> Minor Tree Trimming to allow <br /> for Shoulder Backing Work r <br /> ) b+. � t , �+ Exist. Double Thrie Beam <br /> ( <br /> E.P. SB „ M b � � � ��^d 3 Barrier to remain <br /> �1 N <br /> � 1� Hoag o <br /> � 2 <br /> Y. < WE S T LANE (SOUTHBOUND) <br /> woo <br /> Z <br /> — � _ L A N <br /> W E S T <br /> = s �sg �ess �� E (NOR T H B O U N D) '� $ � _ $ � � _ �* <br /> $ mss D <br /> sig 349 350 � � <br /> o+ - 348 �� �1 �� 351 ® � _ UJ <br /> N _ m ® tee= 347 ��� �1 ��1 352 o v � <br /> W <br /> 1) � s — 1 _ 346 — — — — — y co <br /> rn sus — _ _ - - - - - - - - 353 N 1 w <br /> 345 �`T <br /> o? r. _ _ _ — — - — — <br /> o _ BMW + <br /> o - - � Z <br /> v <br /> �- 344 _ _ _ _ — 03 ° w — — — _ _ — 354 <br /> Exist. A.C. Dike ° o ° A�1„ Exist. A.C. Dike <br /> �- `° to remain m ° D R & D 140 L.F. �p '2 3 a + to remain — 355 0 w <br /> r• 343 ��n Exist. A.C. Dike 0 0 1O Base Line No <br /> p co + rt o 32' Place 140 L.F. 0 o 6 µ w <br /> n� 0 x A.C. Dike (Type C) B� Construction <br /> O z <br /> m Place Railings per = Lane Line <br /> E.P. (NB) m <br /> �°. Sheet 6 (Both sides) (Northbound) w <br /> 0 <br /> a- <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATESHEET TOTAL <br /> COUNTY OF SAN JOAQUIN SCALE: 1 "=40' PLAN WEST LANE RESURFACING NO. SHEETS <br /> /=Z�6L ( Eight Mile Road to ArmstrongRoad) 3 7 <br /> FILE NAME DRAWER SHEET N0. ACAD REVISIONS DATE <br />