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AND COUNTY OF SAN <br />CURVE DATA TABLE JOAQUIN OR ITS OFFICERS OR AGENTS SHALL NOT y <br />BE RESPONSIBLE FOR THE ACCURACY OR <br />CURVE LENGTH RADIUS DELTA TANGENT BC STATION OFFSET EC STATION OFFSET COMPLETENESS OF ELECTRONIC COPIES OF THIS <br />1Q 'l 74 5000 00 • ' - 69 87 62 11 18 6 67 LT 63 50 90 4 98 LT PLAN SHEET. <br />• <br />01 36 05 <br />+ <br />+ <br />® 126.58 <br />5000.00 <br />01.27'02" <br />63.29 <br />62+23.02 <br />6.74 <br />RT <br />63+49.59 <br />5.02 <br />RT <br />130.11 <br />5000.00 <br />01'29'27" <br />65.06 <br />63+50.90 <br />4.98 <br />LT <br />64+80.99 <br />3.29 <br />LT <br />Q 131.44 <br />5000.00 <br />01-30'22" <br />65.73 <br />63+49.59 <br />5.02 <br />RT <br />64+81.02 <br />3.29 <br />RT <br />Q 138.10 <br />5000.00 <br />01'34'57" <br />69.05 <br />67+63.90 <br />3.29 <br />LT <br />69+01.99 <br />5.20 <br />LT <br />Q 133.85 <br />5000.00 <br />01'32'02" <br />66.93 <br />67+63.94 <br />3.29 <br />RT <br />68+97.77 <br />5.08 <br />RT <br />135.27 <br />5000.00 <br />01'33'00" <br />67.64 <br />69+01.99 <br />5.20 <br />LT <br />70+37.24 <br />7.10 <br />LT <br />118.33 <br />5000.00 <br />01'21'22" <br />59.17 <br />68+97.77 <br />5.08 <br />RT <br />70+16.09 <br />6.85 <br />RT <br />Z <br />yL Z <br />z <br />o <br />Ir <br />to <br />w� <br />O avNNN <br />00 <br />Y <br />O O O J J J <br />0- <br />� <br />a <br />dz <br />+ �000 <br />c0 Z URZZZ <br />CD <br />W <br />to inUmmm <br />t/)m <br />�U o <br />DETAILC-4 1043' 29 <br />- .- - <br />61 I 62+00 ...... <br />NT71! 1043 DETAIL 29 <br />, <br />�..I:YILI.a'Y..a Y + I IY.YY•IY.,�IW�..L..I,...F - <br />{C) <br />_- 00 <br />-- Sta. 60+88 35' Pt.) <br />Exist. Utiltity Vault to be <br />adjusted to Grade by Others <br />1043' DETAIL 27Bb <br />.. . <br />1043' DETAIL 12 <br />00 <br />---- --- 64+00--- 65+00 <br />04 <br />BB <br />2 12 ANC 1043 DETAIL <br />N <br />iA <br />1043' DETAIL 276 <br />o <br />�c <br />w <br />Y <br />0 <br />Q <br />W <br />200 <br />STA 64+81.! <br />STRIPING <br />(PING T <br />66+00 <br />ON <br />-I - i- <br />- - - - - - - - <br />Q <br />n <br />W <br />- - - - 67+00In 04 <br />68+00-69+ <br />\-- <br />®.. <br />04 <br />BEGIN <br />STRIPIAill <br />S �N <br />to <br />C9 <br />Z n- <br />= W <br />�8 <br />W cc <br />tq m <br />a W <br />m N <br />A <br />3 <br />to <br />O <br />1 <br />G <br />C <br />C <br />0. <br />-. <br />v <br />CD <br />WILSON WAY <br />PLAN <br />SCALE: 1 "=30' <br />w <br />Y <br />Q <br />NOTES: <br />1. LOCATIONS OF SIGNS AND STRIPES SHOWN ON <br />0 <br />z <br />a- <br />z a. <br />o <br />m <br />O wm <br />000 N ONNN <br />n r- ICE � <br /><0 a 0 Zppp <br />W W UWLLJW <br />1043' DETAIL 278 <br />12 1043" DE ,.. <br />3�� TAII.�� -44 "-- <br />. <br />N -}� <br />O7 043. DETAIL iVci <br />1 Yr <br />1043 29 DETAIL <br />1043' DETAIL 12 N -- - <br />1043, DETAIL 276 <br />CONSTRUCTION 1. NOTES: <br />3.94 <br />" A A THIS PLAN ARE APPROXIMATE ONLY. THE EXACT 1❑ REMOVE (E) STRIPING. <br />1 " NOMINAL " " LOCATION AND POSITION OF ROADSIDE SIGNS <br />0.02 - 0.04 NOMINAL SHALL BE DETERMINED BY THE RESIDENT ENGINEER. <br />o SECTION A -A 0.08" - 0.12" NOMINAL <br />2 PLACE DETAIL 29 PER PROFILE <br />2. ALL PAVEMENT MARKINGS, LEGENDS, CROSSWALKS, THERMOPLASTIC TRAFFIC STRIPE <br />N--E0.20" - 0.24" NOMINAL AND LIMIT LINES SHALL BE THERMOPLASTIC PER (SEE CONSTRUCTION DETAIL A). <br />N -E.40" NOMINAL CALTRANS STANDARD PLANS AND SPECIFICATIONS. <br />3. CONTRACTOR SHALL NOTIFY THE RESIDENT ENGINEER 03 PLACE DETAIL 276 PER PROFILE <br />3 A A AFTER CAT -TRACKING AND 48 HOURS PRIOR TO PLACING THERMOPLASTIC TRAFFIC STRIPE <br />Z FINAL STRIPING TO VERIFY LAYOUT. (SEE CONSTRUCTION DETAIL A). <br />I / <br />L) %/Z <br />4. NO STRIPING !S NECESSARY FOR EITHER THE NORTH OR <br />I ZElf <br />/ SOUTH ACCESS ROADWAYS. <br />M <br />5. REMOVE EXISTING THERMOPLASTIC <br />THER T C�FlTRAFFl STRI STRIPE <br />PRIOR TO LE „ <br />i PLAC OPLASTI G THE PROFILE LEGEND O <br />x CONSTRUCTION D ETAI L A (2-COAT) 6. ALL TRAFFIC STRIPES SHALL BE PAINT r (E) SIGN <br />o ( T) UNLESS <br />- <br />OTHERWISE NOTED. <br />PROFILE THERMOPLASTIC TRAFFIC STRIPE (YELLOW OR WHITEI. <br />7. IF THE SLURRY SEAL OPERATION NEEDS TO BE DELAYED FOR <br />m (TO BE PLACED BETWEEN STA 62+00.00 AND STA 70+50.00) FAVORABLE WEATHER, ALL PERMANENT TRAFFIC STRIPING SHALL <br />o (E) SIGN STRUCTURE <br />NOT TO SCALE BE CONSTRUCTED IN THE INTERIM AND SHALL BE REMOVED 0 <br />AND RE -APPLIED UPON COMPLETION OF THE SLURRY SEAL ' 0 <br />3 OPERATION. °' <br />N <br />LO O <br />didd �il II ilil L I a I Y Il�l I I J Ili l I ilulJll IY 1i111IIII II IIlli ill Ill Ill 1 + I IIIIIIYYI, II I'l�I IL Ililt IIII II�4:II IV IIu :lllll II'll IYI I llII ll d��lIL Ill I41'"All I ill It II W I li I IIIld I II II IIu�nIIIt IY�I AlII II AI II�IIl Hill I I i'41 Ili�dlii:LYiII.L'.1J• Y 1 II JIt II YI�.dl� Al1 i II I I11.16 w� I II IIJIId� I 1 Ii� it II I al@ ��I i I II ILYII ad I: Yh 'll lYI Hill 1 II.' i. llllYul .I. IILYI �iJJII IIII II II YI iI11 �I LIli I, I I� II:I I 1I Y Y �I I u I IIII9 <br />41 :lieu :� 4 i:l Ili ICI i�ll:l :Ill vu�:�l <br />J <br />WILSON WAY BRIDGE NO 29C-0418 REHABILITATION M IR ® MRO Engineers, Inc. � fE�i , SHEET N0. w <br />o- 2202 Plaza Drive -dlll llllalll LInnIIId IIIIaIIna LIIIIIYII:Y III IIniIIlllaiYl o <br />COUNTY OF SAN JOA UIN <br />Q <br />z u IInY Y II III�.Y II i' �i <br />ACROSS I TOCKTON DIVERTING CANALllff�jh <br />�1111i.. <br />Rocklin, CA 95765 �*Y�ctor S. su�adoy+ <br />4 Phone (916) 783-3838 � <br />liu lill II I'elr' I 11{ oly ll ILII..I III IUI' a II la�ilLll I nJ l II I11 Ill IuY�lllilu,Y Y I�rYli I uIYY I'd II ILidill i ill I IwlI'll No. STRIPING PLAN <br />Fax mQ <br />� � � *. � F 3 <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SCALE www.mroengineers.com �VIi Z <br />M. KENDALL 1/06/2006 T. KHOU 1/06/2006 V. SUNADA 1/06/2006 .r lj6 ENGINEERING - PLANNING - SURVEYING qlF� ` ob 22 -3 <br />JAUN Aa le%r. w Adlil�, 1 l 3 <br />t'__ v_�-..-. � �� � u.��l Y.�llln� I' I �ILn l6�� I ul Illll ��nli I. Il�ll�llel - • <br />.I IIl�elilJll I IIU I. oinlll iL It IIYI hull IIII Ile YuI III 4 of ll�il YI�41 IIII IIII II. I lllii�il�l Y I Inlid�id I��ill n0 I I .iLYlal Id IiI�LLlI I' If YI IIIILImII Y"1'I r411 dLd F II UI e�dYII IIII YII allill.i YLhI Ilui uilYlY i ImI�Y I II I'd I ullllalillll III Ylhe�eYlll I'.I it I4 IIU II I. Leulld I IJILiiJIL I4' JIIII4JIIIIIIY 18 YI Jul�IIIIUIIII IIII ONI,Ii I ,I Illllue 111 l' 'll{Illlel 1 1, IIii11I <br />