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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
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<br />3' 10
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<br />BAUMBACH & PIA
<br />UY w s o sln� I - I 323 W. ELM ST.
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<br />a I ) N 5 e m�o�I IF z LODI, CA 95240
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<br />I EXIST.
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<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 — ------
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<br />SAWCUT 1'(0.305m) FROM EX EP : _, , Imo_ C I�
<br />o w & REMOVE AC STRIP _ (, < , " v PROPOSED EDGELIN RE EX. RI
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<br />RELOCATE 6'(N)LLJ
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<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
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<br />x NEW SHOULDER T I EX P.L ffi Sc
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<br />9-RWY 02 ga _ 6 1k -x- 99 (m L70S g WE► SHOULDERss ' --
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<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 - — —
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<br />CITY LIMITS ,.� TEL H u�>::.. ,.- �, ... ,, ,,:,.. .., �-^-�?P. .� ..:.yam..
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<br />UG
<br />TEL PED
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<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
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