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ATHEARN ST T _ F H T <br />EDGE OF PAVEMENT TJT:-F-11.1-. � \c ,t <br />CURVE DATA S^fix x i I'__ I I o EDGCURVEPDATAENT 1ryya o ANDERSON ST ._ 0 SJ - $$ 1 7"7�1 7.8 2 3 <br />-} R_36'(ias7m) oz1E EX DRWY R=40'(1 2.19m) �h I 50'1. I <br />_m ,�4, <br />DELTA- 25'5433 m �� �� I DELTA=78'44'26" I pP�"y' (5Q m) OF <br />L=16.28'(4.96m) -p' F z X ---?E'- `' EDGE OF PAVEMENT i� e o, I g-� EDGECURVE DATA <br />! B po.�ii I L=54.97'(16.75m) CURVE DATA �p $ "'= 25' 25 -F' � w STEVEN E. PECHIN FessloN <br />S o ( :� a R=36'(10.97m� QPo q< <br />z x 7.62m .`3 w 6 <br />R=36'(10.97m) o z v' (76 � w�m DELTA =80'53 09" <br />Q; DELTA 54'09'50" a e o x q o m ( ) <br />m a. E - I _ w w L=50.82' 15.49m <br />^UE o���c. opm r m o� L=34.0 ( .37m) ' 3.,. 16 .`3 �x ar'd i mom F_?\' F:" F,,o421c,n� s <br />x <br />3' 10 <br />— m p. <br />a �� m w w s_ m <br />. w v N � F.--. � � m -� FxP.31311 6 C <br />ms w N, p _ a PIAZZA <br />a <br />ml *S CIV\\ <br />n v B o ++ O I a zw. �' 8 cez z a E¢ c^a 6 maw TgTf OF CP\=\S� <br />r /N <br />(4.88 F w <br />+a <br />BAUMBACH & PIA <br />UY w s o sln� I - I 323 W. ELM ST. <br />_ p U< <br />a I ) N 5 e m�o�I IF z LODI, CA 95240 <br />12' I 4JP <br />n <br />I EXIST. <br />o� e r <br />I a o w <br />— ^ v <br />i <br />DRAIN STRUCTURE R/W GUY <br />TO REMAIN <br />PP W/RISER A— <br />w A UG CBL :, 12' VER '�� WMU I — <br />SIGN �x—x�- X—-- ,` PROPOSED EP �{ F — ------ <br />m — Ln <br />SAWCUT 1'(0.305m) FROM EX EP : _, , Imo_ C I� <br />o w & REMOVE AC STRIP _ (, < , " v PROPOSED EDGELIN RE EX. RI <br />GU <br />EX � D <br />RELOCATE 6'(N)LLJ <br />PP - <br />x <br />ea EX W - Ee-ize <br />�,. — <br />W Q — <br />EXIST. DICE <br />; SEE NOTE 5� - a <br />- �".• — -.'� SEE NOTE 4 <br />w! w � .. SEE NOTE 5 � <br />N N <br />I RIGHT-OF-WAY = — — TES: <br />y� <br />z �� NO <br />> m x _ _ _ _ ALL WORK WITHIN CALTRANS RIGHT OF WAY SHALL BE DONE UNDER THE <br />W m i' — — — — — — — — — — — — — — — — — CALTRANS ENCROACHMENT PERMIT AND ACCORDING TO CALTRANS STANDARDS. <br />W _ o CALTRANS SHALL APROVE ALL WORK WITHIN IT'S RIGHT-OF-WAY <br />.� - — — -- — — — — — — = PRIOR TO COMMENCEMENT OF SUCH WORK. <br />-j Z W , .� — — — — — — — — — — 2. ALL VEGETATION AND/OR PHYSICAL OBSTRUCTIONS SHALL BE REMOVED <br />UU Y - - L" '`j - * " r FROM PUBLIC RICHT-OF-WAY SO AS TO ALLOW PROPER SIGHT DISTANCE <br />U— U <br />LLJ <br />— — — — — OF STREET SIGNS FOR ALL VEHICAIS ENTERING THE INTERSECTIONS. <br />Q U _ �"- L -- — — — — �"- `— — — —a �,- — — _ � — — � ' - a "."� -- - --- - 3. EXISTINGTOPOGRAPHYELEVATIONS AREINMETRIC SYSTEM UNITS. <br />U CITY LIMITS 18• I_ — — — — —' : r ' — — — _— '+^ ;?S*r — — —_ _ ,,:. — — _ = 4. EXISTING DRAINAGE STRUCTURE TO REMAIN. REPLACE CRATE WITH <br />OTEL M CU VERT SOLID COVER AND ADJUST TOP TO EXISTING PAVEMENT GRADE. <br />\ 18" CULVERT-�YE—R1 D - 5. REMOVE EXISTING STOP BAR/LEGEND AND REPAINT PER THE STRIPING PLAN. <br />.. ., ., <br />UG CBL <br />e ' 1� 6. THE DESIGN OF THE ROADWAY INTERSECTIONS ARE IN CONFORMANCE WITH <br />A (f FIGURE 405.7 OF THE CALTRANS HIGHWAY DESIGN MANUAL EXCEPT FOR MINOR <br />� <br />C17Y LdMIT <br />SIGN <br />x /'l `"I -' _ MODIFICATIONS DUE TO EXISTING POWER POLES AND DRAINAGE STRUCTURES. <br />I B <br />UG CBL EXIST. <br />SIGN ST. SIGN "a I I <br />II <br />UG CBL <br />SIGN DETAIL <br />f4e DETAIL <br />t (b-07 <br />BASIS OF STATIONING: <br />REFERENCE SAN JOAQUIN COUNTY PROJECT SU 2399, SHEET 10 OF 18, <br />STA. 0+40 AT CENTERLINE OF ATHEARN STREET = STA. 10+40 (IMPERICAL) <br />AND 3+16.992 (METRIC), THIS PLAN. <br />BASIS OF DATUM: <br />USES BENCHMARK 131-B-07-11, IN CLEMENTS, 0.1 MI. WEST ALONG STATE HWY. 88 FROM <br />THE POST OFFICE, BETWEEN SECOND & THIRD ST., AT THE RED & WHITE GROCERY STORE, <br />ATHEARN ST STATE HWY. ROUTE 12/88 SET VERTICALLY IN THE SOUTH FACE OF THE WEST CONCRETE DOOR COLUMN; ELEVATION -131.135. <br />ANDERSONI ST <br />I PP STUMP 48'� oak SXov . _� X ----x, <br />T ^ I 50' .a4 <br />NEW EP <br />Isi <br />x NEW SHOULDER T I EX P.L ffi Sc <br />j 6 J i <br />w IF <br />9-RWY 02 ga _ 6 1k -x- 99 (m L70S g WE► SHOULDERss ' -- <br />IN <br />Le <br />�y! <br />$ _ ANdrl+ t- FeMp w m ICJ <br />STATIONING BASELINE— —;{ �? OtA' r a E9 <br />+ �' & . .6 cur <br />R2 (55), <br />TEL <br />PBD GAS VAULT W/VENT PPv a6�-y P W/RISER <br />_ SGTTONING 13ASEDNE - — — <br />. � F9 <br />. ,.: <br />c <br />PROPOS® H <br />. GUY <br />,.y <br />s, <br />EX W <br />.r: <br />,.:, <br />.i: <br />—'f`U r._ 1= -..rv;: 4.: i , —, ..'., ,cx g s. 9a..• ":dp. _tµ' :. <br />45 <br />��\. •`, .. ., d - "W.>.'r—�t�.,. —e•. -s x_...Y—..— —'yam fir r.. }4-. —`t, e5U J ..... A <br />t. <br />r <br />£N <br />. ..:....z <br />CITY LIMITS ,.� TEL H u�>::.. ,.- �, ... ,, ,,:,.. .., �-^-�?P. .� ..:.yam.. <br />1 <br />UG <br />TEL PED <br />A <br />R2 (45) <br />CITY LIN :. <br />UG CBL SIGN ;;'. I " UG CBL <br />SIGN BASIS OF STATIONING: STA. 10+40 (IMPERICAL) & 3+16.99 (METRIC). <br />1- <br />IB" CULVERT) 4 ; , - Rl D <br />1_y^' SIGN UG <br />• - J - — SIGN <br />SHEET 2 OF 3 & <br />SHEET 19 OF 20 <br />S:\PROJECTS\2003\0358-CT\dwg\0358-CT-HWY12-88-METRIC2.dwg 05/16/05 10:13am-ESETNESS G-1274 <br />