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STATE ROUTE 12 <br /> STAT R W - c <br /> 3 <br /> r' _ r G28-2, G35 2 31 <br /> g R26 Q <br /> R26 - <br /> 2-41 <br /> �� 1 ; TYP E I V L 1 -TYPE II(R) <br /> W o <br /> +75.2 "T2„ <br /> 2-TYPE III(L) <br /> TYPE IV(L) <br /> +2.2 T2 s <br /> i <br /> \\ \ +58.8 "T2" I o <br /> ♦ G8 R 0 vi 1095 3: <br /> S, <br /> RIO VISTA <br /> {' O ✓' ; 9 <br /> R20B z � <br /> 2-40 j G77 <br /> \, 0 o 2-29 R1 -2 N 2-32 <br /> � ^ 1 `� R26 � I 29 LODI -► 2 F <br /> a R � '" TYPE IV(L) u I c0 38 g & <br /> 6.9 B1 EC=29+59.589 <br /> c0 a o w <br /> \ �+ + <br /> R26A• 2-16 � � `�� N TYPE III(L) <br /> ' !f \ �� — w 1 I o +52.6 "T2" R26 2_42 R R W <br /> x <br /> \ X TYPE N • TYPE IV(L) 2-43 R28 LT) 2 � ;2 <br /> R26 • " E _ 2-33 ( ) <br /> L\N F.... A� I W5 +33.6 \ <br /> _ O AZO <br /> - / k 22 ► 7R1 B2 END STRIPING <br /> Z <br /> � ~ �t� ✓ / + s 4 R28 RT 2-34 +19.4 ' B2 <br /> \ r / 38 .- -J-- 2-"STOP" <br /> 29 +ss. 38 +25.0 '132BANNER STREET • ��� <br /> \NE p TYPE IV L LIMIT � � � � � ' � � ' <br /> - -- ---- - -- - - - -- - -- - _ _ _ - - - <br /> ~ +36.4 "T2" = w m�� <br /> LINE - _.�_,_.___ -_______-_.______----_ __v__._...___ _ <br /> O <br /> 2Z <br /> ' T / EC=11 +64.629 1 W mm <br /> "STOP„ 2 1 2 +33.6 3.9 „ ° <br /> „ „ 2 onm� <br /> B2 LINE QNa� <br /> +63.8 B1 CROSS ALK <br /> 26 • \ / <br /> i - "STOP" - - Nom. <br /> t, 38 +40.4 3.9 +75.0 <br /> +65.1 "B1 " --- <br /> \ ~�.,. ,,..,. r/ .✓ /.,,t , / �.. -- --- -- - - _ -- - -..._._- <br /> _.._.-_...__._. .-.- <br /> R26 • - - -- - - - --- _ -_ - <br /> 2-20 2-22 R26 22 <br /> 32 1 29 <br /> l R26 • R28(LT 28 LT 1 m <br /> 11 -14 2_21 R26 ■ STAR ST. � G8 • 2-48 / 2-45 2_44 R28 RT <br /> BANNER ST. �- / R20B • 2 -36 <br /> \� R20B• 2 1 2-23 pRC 9 / +o TYPE IV(L) 0 <br /> 894 �3 ry 3 +12.6 T2 R28 RT w <br /> R28 • 8 2-46 <br /> • T E N / KEYED NOTES J `n <br /> - 2 f,� . 2-24 57 38 <br /> �1 \ W17 2 1 �'' � ' \ /^ R20B • 2-37 1 PLACE 900 mm SURFACE MOUNTED (9 Z <br /> r <br /> y ` \ f CHANNELIZERS AT 6 m SPACING Q <br /> O \ R28 RT �/� OF NEWW Z O <br /> 1 \ 7JZ� � y \\ ✓y> � �`i 2-25 ^�' , � � / 22 INTERS(TEMPOECTIONRARY UWITH THNTIL OE SR T102NIMPROVEMENTS) <br /> N O ��- f LL <br /> CAPITOL AVE. 2-G7 / "�/ ^� Q CO n <br /> STAR ST. ~ ❑2 PLACE 900 mm SURFACE MOUNTED U. Z J <br /> R CHANNELIZERS AT 1.5 m SPACING a <br /> $ ` BEGI STRIPING ■ R28A TYPE IV(L) OF NEW �_ (� <br /> • 26A O 1 +8 "O„ 2-27 �` / +74.9 T2 ' INTERS(TEMPECTIONWITH THE SRCOMPLET102N1 PROVEMENTS) Z J Q <br /> �_ p \ T OF SLURRY �� / TYPE IV(L) Q Q <br /> -10 SEAL 0 p O ❑3 PAVEMENT DELINEATION SHOWN FOR W Z <br /> \ 32 1 +67.6 T2 J <br /> O INFORMATION ONLY. PAVEMENT DELINEATION a Q <br /> -A t ♦R26A 22 1 +55.2 1 F' TO BE INSTALLED BY OTHERS AS PART <br /> 2-28 OF SR 12 WORK. ~ Z <br /> R26A, THORNTON RD. • f +11.3 R26 _ CTYPE III LOSED" BARRICADE WITH C2 " ROAD W W ? V <br /> CAPITOL AVE. 2_g 0.56 Lt CROS SW LK TQ 2 47 (TEMPORARY UNTIL COMPLETION OF NEW W W <br /> �\ �. ■ SW-42 2-38 INTERSECTION WITH THE SR 12 IMPROVEMENTS) > Z <br /> \ - / —� FROM PLACE 900 mm SURFACE MOUNTED OCO <br /> 2 8 �! - --' +28.7 BC=28+28.691 CHANNELIZERS AT 6 m SPACING a z < <br /> TYPE IV(L) (TEMPORARY UNTIL COMPLETION OF FUTURE M (L O <br /> �j THORNTON ROAD EXTENSION TO THE SOUTH) <br /> STOP �� ��0 / I I +23.9 T2 Q W <br /> +6.6 ' C / /O; co/ / 38 ~ > ZQ <br /> r, <br /> R26A♦ 2_2 ■ R1 / F/ �0 f 13 <br /> co <br /> CL <br /> 1 GP 2- 3 // 1 <br /> ■ / <br /> J / R26A ♦ R2 (25MPH) • R28A 5 9 <br /> 2_7 ♦ R26A R26A 2_1 22 <br /> ( 2-4 + <br /> I rn I� l� I SCALE 1:500 METRIC <br /> ♦ SW21 A 2_5 1 32 JOB NO. 25-3177-01 <br /> DESIGNED CSN <br /> \ g I i TYPE IV(L) <br /> � „ „ DRAWN CSN <br /> +84.7 T2 <br /> FILE 040P013 <br /> O Q�pFESS/O� CHECKED RGB <br /> SEE SHEET PD- 1 DATE 715100 <br /> <11P <br /> Q� �0 SHEET No. <br /> z PD2 <br /> m <br /> m No. 46 7 m <br /> * Exp. 0 3'3 S'O'S <br /> ALL DIMENSIONS ARE IN s� CIVIL �P <br /> METERS UNLESS OTHERWISE SHOWN OF CA- <br /> A <br /> AL11 OF 12 <br /> oG S - <br />