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DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL
<br /> TOTAL PROJECT No SHEETS
<br /> I 10 SJ 12 15.8/17.1 47 61
<br /> •W17 REPLACE •W17, REPLACE 1_81 1-70r�"
<br /> Z-oG-o/
<br /> 1-80 WITH W41 WITH W41 • R44 - - - QRpFEsslati
<br /> • R1 1_62 • W5 1_66 1-68 •G81 t 5 etl'IC REG GINEER DATE �Fp�P�O G. @C��F2
<br /> X 1-61 • R1 • R11 , R11 A • G27-2 G48 1 �
<br /> 1-63 G44, G92 1 SACRAMENTO 1 3-/G -O / w 46387 m
<br /> { 1-69 L - - — J PLANS APPROVAL DATE 0r No.
<br /> 1-60 • R11 , R11 A �` ♦ R10 1-64 Exp03-3f-O� •
<br /> • R11 , R11A ' - 1-71 • R26A SAN JOAQUIN COUNTY sT CIVIL �P
<br /> 1-65 1810 E. HAZELTON AVE 9TF pR�
<br /> 1-83 R19 { • G1 { STOCKTON, CA 95201 OF CALIF
<br /> _
<br /> 1-67 OMNI-MEANS, LTD.
<br /> R19
<br /> v
<br /> 3001 DOUGLAS BLVD. #300
<br /> • W75 LT O R16B �- �—� R�UTE 12 ROSEVILLE, CA 95661
<br /> 1-82 1-84 1-85 y ( I_ j � VE [ r:' �� ~ The State of California or its officers or agents shall not be responsible
<br /> it^7�ur + _____ >� w for the accuracyor completeness of electronic copies of this plan sheet.
<br /> •W75 (LT) 1 59 R19 1-89 _. ; ``; R19 _
<br /> 1-87 4�3 "S -12" LINE -
<br /> r cn LEGEND
<br /> A R11 R1 'A _ _ 7A1 -
<br /> w LR1
<br /> R19 • R101_56 _. - r �. __ _ ' _ ___ EXISTING PROPOSED
<br /> m 5 �} TYPE N 1 1-5 �" ONE POST ROADSIDE SIGN
<br /> o ♦ R10 _ _ - � . TWO POST ROADSIDE SIGN
<br /> 1_555 T T 7T BRIDGE MOUNTED SIGN (BMS)
<br /> Ld oSIGN MOUNTED ON SIGNAL MAST ARM
<br /> 36+85.0 1_51 A R19 1 88
<br /> �- '� SIGN MOUNTED ON ELECTROLIER/
<br /> o TO A • STOP AHEAD SIGNAL STANDARD WITH STRAP
<br /> • R11 , R11 A • CALL BOX 36+85.0 ■ SIGN STRUCTURE AND SADDLE BRACKET METHOD (SSBM)
<br /> 1-57 1-54 W41 A (DETAIL ON S-3) • EXISTING SIGN TO REMAIN
<br /> • REMOVE ROADSIDE SIGN
<br /> • G92, G27-2 ■ RELOCATE ROADSIDE SIGN
<br /> �r r •G92 G27-2 ` '�, G47, G44 1-33
<br /> o m m 1-32 ROADSIDE SIGN (WITH NUMBER)
<br /> Q o o G47, G44 ,, LOS ANGES� 'f`,<' `�
<br /> D Y • �,; ' j 1■ 8, G6 '--56 TO 44+10 NOTES: oA OVERHEAD SIGN STRUCTURE
<br /> U
<br /> aw = R28A 1- 28 51 1-38 • R1 -2 1 . Exact location and position of roadside signs shall be determined by the engineer.
<br /> SACRAMENTO \ 1-40 2. h= Distance from bottom of overhead sign frame to bottom of base plate.
<br /> L - - - - - - - - J t � A •G25
<br /> • R28A �? 1-43 3. All overhead sign posts have a pipe fitting for photoelectric control unit as
<br /> 1-29 - •G92, G -2' showr5" i STD plans. Pipe nipples to be threaded and capped.
<br /> r G47, G44 ■ G92, G27-2 •R1 ,R98
<br /> �r `.'th�.1---
<br /> • LITTER z � � 4. O�erhead sign p�nels will be laminated panels type A.
<br /> 1-30 r� G47, G44 ,�� o ■'SEE -38
<br /> r REMOVAL 1-34 �0 1-35 �p�� 1-42 ,
<br /> • G24 � � • G8
<br /> _ - 1-31 �� O • R11 R11A _ ..�1 �� 1-47 •- THORNTON RD. G8,G25,G34
<br /> X a { { 1-90 R19 ■ R44 1-72 1-41 1-46 R1 • 1-48 STAR ST. -►
<br /> 1-79
<br /> W - —
<br /> --
<br /> c Q ROUTE 12 - • R11 , R11A
<br /> - _
<br /> v Cn w R19 R19 - 60 1-39 1-45 • R1 R11 R11A • _
<br /> ro a w 1-91 1-92 , . 1-_49
<br /> W = _ _ _ R11 , R11A � / y =540- - //1- 1 - --
<br /> __. -- _
<br /> Ln 41 1 3
<br /> 4 3 Ei�� I _1�_e
<br /> N-
<br /> R11 , R11A _ + - Uj
<br /> � �-�. �,... -_ i 1-77 R13 R73-2 _
<br /> �02
<br /> w
<br /> • R11 , R11iA O 1-96 1 94 • R1 -2 R10 • 1-51 _ W74 LT w
<br /> E - 1-24 - 1313 R11 , R11 A 1-7 R1 - 1-6 W74(LT) 1-93 cn
<br /> 1-95
<br /> f ,
<br /> • LITTER OG • R10
<br /> p REMOVAL A • R10, R16B 1-14 .�� �p W75 RT •
<br /> LOAR11 ���� 1-1
<br /> X co 1-25 • R28A cs �� �u 1- 23 ��;, RR1A 2 • R1 -
<br /> N • R28 1-17 1-13 • R1 y • R1 , • R98A \ ■G28-2, G49
<br /> 22 ADD 1-12 AD 1-2
<br /> U_ ♦ R28A 1_27 R61 -17 RT 1-15
<br /> 1-3 D G25, G45
<br /> _ _ _ _ R11 , R11A , <- RIO VISTA
<br /> M • R11 R11 A 1-97 DE rr E - - 1-74 �, G8 • I 1
<br /> w �- 5 J Gg r;E . �4 ` 9
<br /> I •G95 RTa tz
<br /> �/ O i I •G81 I 1- 11 GED
<br /> I
<br /> NORTH 1 21 Z I THORNTON O 1-4 - - LODI _ �
<br /> 0 1-20 - - - - ROAD - - - - J �2
<br /> ��, � R41
<br /> - - - - - - - - - - tz G8,G25 G46 O 1-98
<br /> • R11 , R11 A, R10 I ONLYI ONLY 1 J 1
<br /> 1-18 • R1 1-16 LODI -> 1-75 r
<br /> Q • G8, G81 -61 1 THORNTON I
<br /> Z REPLACE G7 1 ROAD O R28 •
<br /> cc S 2
<br /> S
<br /> -3
<br /> \ L-THORNTON _->J • G95A �, p 1 5
<br /> ■ G9 119
<br /> Y `
<br /> v _ r SOUTH1-9 • R1
<br /> X
<br /> o y k4, SIGN PLAN
<br /> Thornton Rd ->
<br /> 5,3 l �1• R2 (35MPH)
<br /> SEE SHEEN ,� o 'S 3 SCALE 1 : 500 0l
<br /> co � ALL DIMENSIONS ARE IN SNEE o
<br /> METERS UNLESS OTHERWISE SHOWN SEE I
<br /> N
<br /> O
<br /> FOR REDUCED PLANS ORIGINAL DRAWN BY: RGB
<br /> SCALE IS IN MILLIMETERS I 21 4I 61 I DWG FILE: 040S01 CU 06241 EA 456001
<br /> T313
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