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x <br />x <br />0 <br />I <br />o <br />LL] <br />r <br />x <br />a <br />m <br />IV ARROW (LT), (RT) <br />22) <br />1 <br />501 <br />a <br />w <br />w <br />rr <br />to <br />PLANS <br />C6)— <br />LL] <br />> <br />I— <br />P.L. <br />a <br />Lr <br />CP <br />w <br />27B — <br />a <br />a_ <br />DETAIL 27C PER CALTRANS STD. <br />5 <br />Cl <br />w <br />w <br />N <br />N <br />r <br />25. <br />om <br />} <br />w <br />m <br />�o <br />PAVEMENT MARKING <br />-1z <br />w <br />� � <br />Y <br />U - <br />U <br />,n <br />w <br />Qw <br />= <br />�o l <br />U <br />TRAFFIC STRIPES: <br />The Contractor shall install sprayable traffic stripes as shown on the plans and in accordance with these Special <br />Provisions, and applicable portions of Sections 84 & 85 of the the CalTrans Standard Specifications. and San Joaquin <br />County Standard Specifications. <br />REMOVE TRAFFIC STRIPE, PAVEMENT MARKING AND PAVEMENT MARKER. <br />Traffic stripes, pavement markings and pavement that conflict with temporary or permanent traffic stripes, markings or markers <br />shall be removed in accordance with Caltrans Standard Specifications Section 15-2.028 and 2.02C and these special provisions. <br />Nothing In these special provisions shall relieve the Contractor from his responsibilities as provided in Section 7-1.09, "Public <br />Safety , of the CalTrans Standard Specifications. <br />SIGNS <br />The Contractor shall furnish and install signs and posts as shown on the plans and in accordance with these Special <br />Provisions, and applicable portions of Section 56 of the CalTranS Standard Specifications. <br />Any signs or posts to be removed by Contractor shall be salvaged to CalTrans. <br />PAVEMENT MARKERS <br />Reflective pavement markers shall be furnished and installed in accordance with Secton 85 "Pavement Markers' of the <br />Standard Specifications and these Special Provisions. <br />NOTES: <br />1. Signing and striping shall conform to the applicable details of the Caltrans Standard Plans, Standard Specifications, Traffic <br />Manual and Sign Specifications Sheets, and special provisions on this sheet. <br />2- All pavement arrows are type VII unless otherwise noted - <br />3. All new pavement markings and striping shall conform to the Special Provisions on this sheet. <br />4. All conflicting pavement markings and striping shall be ground off or removed, unless otherwise noted. <br />STATIONING BASELINE <br />ATHEARN ST <br />itj I 11 I <br />I <br />_& EX JOINT POLE <br />LEGEND <br />NEW EP- <br />EX <br />x <br />a <br />NEW EP - <br />NEW SHOULDER <br />IV ARROW (LT), (RT) <br />22) <br />1 <br />501 <br />1 <br />5.24 <br />SINGLE DASHED WHITE LINE <br />EX. P.L. <br />DOUBLE SOLID YELLOW LINE <br />DETAIL 22 PER CALTRANS STD. <br />PLANS <br />C6)— <br />RIGHT OF WAY <br />EP <br />EDGE OF PAVEMENT <br />P.L. <br />PROPERTY LINE <br />DETAIL 27B PER CALTRANS STD. <br />PLANS <br />27B — <br />— — — <br />DETAIL 27C PER CALTRANS STD. <br />5 <br />z <br />25. 1 <br />25. <br />1 <br />�- <br />REMOVE EXISTING STRIPING OR <br />PAVEMENT MARKING <br />INSTALL SIGN ON POST AS INDICATED <br />82m <br />(762m <br />mEw <br />ANC PT. <br />0 <br />- <br />8'' (2.441)4 <br />MATCH EX. EP <br />0 <br />m <br />.88 <br />o <br />.... <br />o <br />ern <br />_& EX JOINT POLE <br />LEGEND <br />NEW EP- <br />EX <br />ACV <br />CALTRANS STANDARD PLAN TYPE <br />IV ARROW (LT), (RT) <br />22) <br />CENTERLINE <br />SDW <br />SINGLE DASHED WHITE LINE <br />v <br />DOUBLE SOLID YELLOW LINE <br />DETAIL 22 PER CALTRANS STD. <br />PLANS <br />C6)— <br />RIGHT OF WAY <br />EP <br />EDGE OF PAVEMENT <br />P.L. <br />PROPERTY LINE <br />DETAIL 27B PER CALTRANS STD. <br />PLANS <br />27B — <br />— — — <br />DETAIL 27C PER CALTRANS STD. <br />PLANS <br />z <br />DETAIL 32 PER CALTRANS STD. <br />PLANS <br />REMOVE EXISTING STRIPING OR <br />PAVEMENT MARKING <br />INSTALL SIGN ON POST AS INDICATED <br />EX SIGN <br />_& EX JOINT POLE <br />STATE HWY. ROUTE 12./88 <br />N! <br />clam m� m <br />E <br />�` a ,�,��,�,�,�,� „1, END DETAIL 27B; PROPOSED EP <br />o "` ,g STATIONING BASELINE <br />a Y HATCH EXIST. DETAIL 278. PROPOSED EDCEWNE� <br />+ 2 — — — — — <br />r E BEGIN (TAIL 2 B " Ly 265LF(80.77m DETAIL 7 BEGIN DETAIL 27B & 27C; <br />E' BEGIN DCETAIL 278 & 27C x \ 2 ) <br />e- Ln m PATCH EXIST. DETAIL 27B.� <br />c� MATCH EXIST. DETAIL 278. 3 <br />CID EX EP 1Ci`CO`. <br />.. .. ._ �... -'*.EX. 276 f� -- off._ f/SER.-'OC.__ �7x ___��_--._ EX. EP <br />IOOLF(30.48m) DETAIL ®7 --� L� �182LF(55.47m) DETAIL ®7 �� B 102LF(31.09m) DETAIL <br />IX 32 _t <br />1 oTESJI / $. <br />a <br />STEVEN E. PECHIN <br />-A\� -'Fr A D.-. '- <br />BAUMBACH & PIAZZA <br />323 W. ELM ST. <br />LODI, CA 95240 <br />ALL WORK WITHIN CALTRANS RIGHT- <br />OF-WAY SHALL BE DONE UNDER THE <br />CALTRANS ENCROACHMENT PERMIT AND <br />ACCORDING TO CALTRANS STANDARDS. <br />CALTRANS SHALL APROVE ALL WORK <br />WITHIN ITS RIGHT-OF-WAY PRIOR TO <br />COMMENCEMENT OF SUCH WORK. <br />ANDERSON ST <br />EX. PL <br />a <br />EX GUY WIRE <br />NEW EP- <br />EX <br />EXISTING <br />FOG <br />FOG LINE <br />C/L <br />CENTERLINE <br />SDW <br />SINGLE DASHED WHITE LINE <br />DSY <br />DOUBLE SOLID YELLOW LINE <br />SSW <br />SINGLE SOLID WHITE LINE <br />R/W <br />RIGHT OF WAY <br />EP <br />EDGE OF PAVEMENT <br />P.L. <br />PROPERTY LINE <br />STATE HWY. ROUTE 12./88 <br />N! <br />clam m� m <br />E <br />�` a ,�,��,�,�,�,� „1, END DETAIL 27B; PROPOSED EP <br />o "` ,g STATIONING BASELINE <br />a Y HATCH EXIST. DETAIL 278. PROPOSED EDCEWNE� <br />+ 2 — — — — — <br />r E BEGIN (TAIL 2 B " Ly 265LF(80.77m DETAIL 7 BEGIN DETAIL 27B & 27C; <br />E' BEGIN DCETAIL 278 & 27C x \ 2 ) <br />e- Ln m PATCH EXIST. DETAIL 27B.� <br />c� MATCH EXIST. DETAIL 278. 3 <br />CID EX EP 1Ci`CO`. <br />.. .. ._ �... -'*.EX. 276 f� -- off._ f/SER.-'OC.__ �7x ___��_--._ EX. EP <br />IOOLF(30.48m) DETAIL ®7 --� L� �182LF(55.47m) DETAIL ®7 �� B 102LF(31.09m) DETAIL <br />IX 32 _t <br />1 oTESJI / $. <br />a <br />STEVEN E. PECHIN <br />-A\� -'Fr A D.-. '- <br />BAUMBACH & PIAZZA <br />323 W. ELM ST. <br />LODI, CA 95240 <br />ALL WORK WITHIN CALTRANS RIGHT- <br />OF-WAY SHALL BE DONE UNDER THE <br />CALTRANS ENCROACHMENT PERMIT AND <br />ACCORDING TO CALTRANS STANDARDS. <br />CALTRANS SHALL APROVE ALL WORK <br />WITHIN ITS RIGHT-OF-WAY PRIOR TO <br />COMMENCEMENT OF SUCH WORK. <br />ANDERSON ST <br />EX. PL <br />a <br />NEW EP- <br />NEW <br />SHOULDER <br />5 <br />� <br />< <br />Z <br />z <br />0 <br />1321F(40.23m)DETAIL 7 EX 32 <br />... _. � _r 1471F(44.81m) DETAIL 010 <br />EX. <br />.... <br />_ _.. 27B-,%, IX. 27B --a,, <br />- -- -- -- _ _ _ _ _ _ — _ _ _,,..6- _. -.. - - - <br />_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ <br />CITY LIMITS p <br />,+— -- — -- — -- — -- t �', <br />45 I, � REMOVE EX. STOP BAR/LEGEND &REPAINT AS SHOWN --� <br />I(UG CBL pryp <br />R1 YIA <br />R2 (45) CITY LIM \ <br />SIGN / �UC CBL - ` RL <br />UG CBL - UC CBL J SIGN <br />SIGN <br />If SIGN <br />© REMOVE EXISTING DETAIL 27B AND RE -STRIPE WITH DETAIL 27C <br />TO MATCH EXISTING 27C AT INTERSECTIONS. <br />© INSTALL DETAIL 27B. <br />EP <br />185 9m) DETAIL <br />'L64LF(8047m) DETAIL <br />1 <br />- <br />17+38.61, (5+29.931) <br />END DETAIL .93 <br />MATCH EXIST. DETAIL 27B. <br />tEX. 278..... .. _. <br />IX 32 <br />_.. __. W-EX.(TYP) _.... .. -. EX. 278. _. <br />Y- REMOVE EX. STOP BAR/LEGEND & REPAINT AS SHOWN <br />_—_____—__—_____�-__—__—_____—__—__—__—__—__T <br />SHEET 3 OF 3 & <br />SHEET 20 OF 20 <br />/\�'S:\PROJECTS\2003\0358-CT\dwg\0358-CT-HWY12-B8-STRIPING-METRIC.dwg 05/16/05 10:16om-ESETNESS G-1274 <br />V ) <br />