Laserfiche WebLink
O18+ COUNTY ROUTE KILOMETER POST SHEET TOTAL <br />TOTAL PROJECT No. SHEETS <br />TYPICAL STRUCTURAL <br />SECTIONS <br />10 SJ 132 1.5/4.8 sr 205 <br />"A" LINE "C" LINE <br />(THIS SHEET ONLY) <br />RAMP RAMP <br />OFESSI <br />EfP®C 7-2s-10 Opft ps J 0�( <br />5 4 <br />TI-12, R=25 <br />TI-11.5, R=25 <br />REGISTERED CIVIL ENGINEER DATE P G ' R, <br />x <br />TCE R/W HP ES ETW ES ES <br />230 mm PCC <br />195 mm HMA (TYPE B) <br />h Ir <br />o <br />, z <br />5.1 23.3 - 31.4 1.0 2.4 3.6 1.2 1.0 1.0 1.2 <br />1 30 mm HMA (TYPE <br />A) 3 <br />285 mm CLASS 2 AN <br />1-20-10 047768 m <br />VOL <br />120 mm LCB <br />210 mm CLASS 2 AS <br />PLANS APPROVAL DATE NO. 12731711 a <br />` <br />185 mm CLASS 2 AS <br />e,P. <br />THE STATE CALIFORNIA OR AS OFF2HIM ST CIVIL P <br />'OTF <br />OR AGENTS SHALL NOT 6E RESPONSIBLE FOR <br />5E ACTHE &� <br />THE ACCURATE✓ OR OF ELECTRONIC aF gpL\F <br />PG, <br />T=1 Z, R=ZS <br />TI=7.5, R=25 <br />AN SHEET. <br />COP/ES OF TR/5 PLAN SHEET. <br />_ Va 2% - Par 5% 5� <br />160 mm PCC <br />120 mm HMA (TYPE B) <br />OMNI-MEANS, LTD. SAN JOAODIN COUNTY <br />5% 5% <br />t� <br />2 30 mm HMA (TYPE <br />A) IDP85 mm CLASS 2 AN <br />943 RESERVE DR. 41 D0 1810 EAST HAZELTON AVE. <br />� <br />m <br />w <br />Var <br />120 mm LCB <br />ROSEVILLE, CA 95678 STOCKTON, CA 95205 <br />R <br />_ <br />0.6 Min <br />185 mm CLASS 2 AS <br />OG A <br />- 4-- <br />RA <br />w(0.3 <br />HMA DIKE <br />HPOS <br />ETW <br />ES HP R TCE <br />AGE <br />SEE DETAIL, SHEET <br />X-1 <br />7.2 24 <br />121 7.2 <br />1.0 37.6 - 47.7 12.2 <br />Mian) (S ENDRAINAGEH PLANS) <br />Var <br />WESTBOUND ROUTE 132 ON RAMP <br />SEE DETAIL, SHEET X-1� <br />x <br />"A" LINE STA 48+67.545 TO STA 49+44.897 <br />PC 5% <br />HMA DIKE 5% <br />_ <br />2% - Var <br />(SE NOTES) <br />Vor <br />1.0 <br />A <br />1' <br />RAMP <br />a 0.5 <br />p <br />TCE R/W HP ES ETW ES HP <br />6.1 10.1 - 23.3 1.0 24 3.6 L2 1.0 <br />--- <br />_- ----'------ --- __ / a <br />'m <br />Var <br />SEE DETAIL, <br />SHEET X-1 <br />�.4 1 A <br />DRAINAGE DITCH <br />�m <br />w <br />1 <br />SEE DETAIL, SHEET X-1) PG <br />(SEE DRAINAGE PLANS) <br />VOL 5% <br />DRAINAGE DITCH <br /><o <br />v <br />0.6 Min HMA DIKE 5% 5% 2i - Var HMA DIKE <br />(SEE DRAINAGE PLANS) <br />o <br />OG (SEE NOTES) F / 4 (SEE NOTES) <br />QT - --- <br />EASTBOUND ROUTE <br />132 OFF RAMP <br />x <br />LJ <br />7s 1A <br />"B" LINE STA 48+53.925 TO 49+27.030 <br />2 <br />q <br />DRAINAGE DITCH OR BASIN <br />w <br />o <br />Var DRAINAGE DITCH (SEE DRAINAGE PLANS) <br />CL <br />£ <br />w <br />a <br />(0.3 Min) (SEE DRAINAGE PLANS) <br />RAMP <br />m <br />ALL=REVISIONSTHIS <br />j <br />SHEET <br />HP ES ETW <br />ES HP R Wo <br />/ TCEWESTBOUND <br />ROUTE 132 ON RAMP <br />EXCE <br />1.0 1 2' 3.6 - 7.2 <br />2.4 1.0 10.4 - 37.6 12.2 <br />Var <br />VOL <br />ED <br />ZE <br />"A" LINE STA 46+00.553 TO STA 48+67.545 <br />o <br />PG <br />N <br />SAWCUT AND <br />var s%var <br />1'° <br />57 <br />TCE R/W HP ES <br />CONFORMA <br />1' <br />J.4 0.6 <br />~ <br />6.1 10.1 - 14.1 1.0 <br />TCE RAW HP ES ETW <br />__--- <br />RAMP O.Oa 7.1 <br />-- _ - - <br />-------____ 74 <br />m <br />N <br />x <br />Var <br />0.6 Min 6.1 14.1 - 16.5 1.0 2.4 3.6 <br />OG <br />-----1.-tc <br />VOL <br />4 3 <br />4 <br />DRAINAGE DITCH <br />w <br />i.A <br />(SEE DRAINAGE PLANS) <br />L <br />° <br />DRAINAGE DITCH <br />" <br />2% - Var <br />(SEE DRAINAGE PLANS) <br />o <br />PG <br />---- ___ "2 0.6 Min z% -ri <br />EASTBOUND ROUTE <br />132 OFF RAMP <br />d <br />1.5% <br />OG� 4 5% -Var Var <br />- <br />a <br />------ <br />"B" LINE STA 44+68.000 <br />TO STA 48+53.925 <br />" <br />Var DRAINAGE DITCH 1`A------ <br />--- ----------- <br />L <br />m <br />(0.3 Min) (SEE DRAINAGE PLANS) <br />`------------ <br />z <br />, <br />2 1 <br />AS BUILT <br />REMOVE STRUCTURAL <br />STA 45+40.000 TO GG <br />SECTION <br />CONTRACT No. 10-2A7804 <br />STA 46+00.553C.C.A.DATE <br />OS/ 15/ 2014 <br />ALL DIMENSIONS ARE IN METERS <br />UNLESS OTHERWISE SHOWN <br />u <br />R.E. NAME Juan R. Zu�Siga <br />WESTBOUND ROUTE 132 ON RAMP <br />REVISED SHEET <br />"A" <br />TYPICAL CROSS SECTIONS <br />LINE STA 44+26.912 TO STA 46+00.553 <br />NO SCALE X=5 r <br />To <br />BORDER <br />LAST <br />REVISED 3/1/2007 <br />RELATIVE BORDER SCALE <br />D 20 40 6D 30 <br />DRAWN BY: DTZ <br />Cu 06257 <br />EA 2A7801 <br />IS IN MILLIMETERS <br />I I I I I I I I <br />DNS FILE. 21B%01.awg <br />