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LA <br />C <br />Cagstrucrion P Post Re9u/rement5 �' Lonatiuction of P/qii Appnogch GgXour j <br />�A1q// de /n OGGordOnGe With -Al- TRANS.- 9iid9e Gonnec tion sAc// be in occc�dgnce <br />.a�4nt7oici' P/oq5 A 77-c-/ If A77 -c -p A 79 -A BEG <br />C ST EOLT SLOT j I <br />I <br />� 1 <br />O • <br />LAP IN IREC N <br />OF RAFFIC TERMINAL SECTION <br />1 —UPPED ON TRAifIC <br />Z I FACE <br />I -I <br />1_ L <br />r � INSTALLATION I <br />[TMYETRICAL A[OUTI[ " SLOT tlZ t <br />12 <br />t — <br />1 9 I ,. <br />NEOTR L AXIS <br />41 U \ ja R 1 <br />°o.. 2- 44- <br />.-I, <br />4 sY� <br />METAL BEAM GUARD RAIL WOODSON ROAD SY SAN JOAQUIN COUNTY <br />No sco/e <br />611x6"x 1-2"(0.1875" Thick) 2-51WO Holes <br />Tubular Ste81 Block I5/8" Dia Hex Boit- Block mounts to post with <br />2 Bolts staggered. Lower bolt on <br />m 1 / approaching traffic side of block 4 post web <br />r5/9"Carrlage Bolt W/4" nut and <br />i �flat p�aie wnsner 42+00 41+00 40+00 39+00 38+00 37+00 36+00 35+00 34+00 33+00 <br />N 1 <br />1/4 <br />Carriage Bolt <br />I W/hex nut and Cut Washer <br />� r / <br />I v - <br />o C6x8.2 1/4 <br />£ 1/4'X 2112' x 21/2° <br />c z Washer 4 Nut <br />` <br />11/4"¢Hole <br />N <br />Nom : `Yoadso.7 �a 6N<i�y rs6u•/f 6yy S ✓. lounfy. <br />717a/ <br />mL .\ <br />TYp, <br />'^ <br />b <br />E• P. ; 46 shAwi/ /s o. 64' beAoa q'c�si ya E R <br />PLATE PLAN <br />N <br />-_ <br />TMRU RAEINN� <br />Edy o74' Ex/ -57`y �O/7C. 1Zf9 Vamarrt <br />£x/st {1/ao�/e% Sts /h gtidye) <br />Eo'ye' of New 100V40/776/77" <br />,' II IIS <br />dA <br />W <br />58 <br />o71' Ex/sf9 i�aoway <br />i <br />V <br />'�%5'h f o �i/ay <br />N <br />z <br />j <br />Ac <br />No scale - <br />few) <br />NorEsl TERMINAL SECTION <br />of Er/sfg <br />.. <br />-- .— -_ • _ fC' E.riafy bitch � �y1p0 faPc <br />L Metal beom guard railings shall be galvanized and <br />1� <br />-_6A <br />i� . (°� l _ tsy O�crner) O. O <br />0 - _ <br />Standard Specifications. <br />2 Posts shall be 8"x 8 x d 8" Douglas Fir pressure treated in conformance with the <br />above specifications. <br />O <br />3. The space around posts shall be backfilled with native material placed in 4 inch <br />! <br />} <br />50 <br />48 <br />�' <br />0 <br />� <br />N <br />METAL BEAM GUARD RAIL WOODSON ROAD SY SAN JOAQUIN COUNTY <br />No sco/e <br />611x6"x 1-2"(0.1875" Thick) 2-51WO Holes <br />Tubular Ste81 Block I5/8" Dia Hex Boit- Block mounts to post with <br />2 Bolts staggered. Lower bolt on <br />m 1 / approaching traffic side of block 4 post web <br />r5/9"Carrlage Bolt W/4" nut and <br />i �flat p�aie wnsner 42+00 41+00 40+00 39+00 38+00 37+00 36+00 35+00 34+00 33+00 <br />N 1 <br />1/4 <br />Carriage Bolt <br />I W/hex nut and Cut Washer <br />� r / <br />I v - <br />o C6x8.2 1/4 <br />£ 1/4'X 2112' x 21/2° <br />c z Washer 4 Nut <br />` <br />11/4"¢Hole <br />N <br />r � <br />mL .\ <br />TYp, <br />'^ <br />b <br />13A�L <br />PLATE PLAN <br />N <br />-_ <br />TMRU RAEINN� <br />i Retnbve <br />£x/st {1/ao�/e% Sts /h gtidye) <br />I <br />,' II IIS <br />dA <br />_ <br />IL [L� <br />i <br />V <br />Q <br />N <br />Ac <br />No scale - <br />X <br />NorEsl TERMINAL SECTION <br />.. <br />-- .— -_ • _ fC' E.riafy bitch � �y1p0 faPc <br />L Metal beom guard railings shall be galvanized and <br />1� <br />constructed in accordance with the applicable requirements of Section 83 of the <br />Standard Specifications. <br />2 Posts shall be 8"x 8 x d 8" Douglas Fir pressure treated in conformance with the <br />above specifications. <br />3. The space around posts shall be backfilled with native material placed in 4 inch <br />! <br />layers and thoroughly compacted. <br />METAL BEAM GUARD RAIL WOODSON ROAD SY SAN JOAQUIN COUNTY <br />No sco/e <br />611x6"x 1-2"(0.1875" Thick) 2-51WO Holes <br />Tubular Ste81 Block I5/8" Dia Hex Boit- Block mounts to post with <br />2 Bolts staggered. Lower bolt on <br />m 1 / approaching traffic side of block 4 post web <br />r5/9"Carrlage Bolt W/4" nut and <br />i �flat p�aie wnsner 42+00 41+00 40+00 39+00 38+00 37+00 36+00 35+00 34+00 33+00 <br />N 1 <br />1/4 <br />Carriage Bolt <br />I W/hex nut and Cut Washer <br />� r / <br />I v - <br />o C6x8.2 1/4 <br />£ 1/4'X 2112' x 21/2° <br />c z Washer 4 Nut <br />` <br />11/4"¢Hole <br />N <br />r � <br />mL .\ <br />TYp, <br />'^ <br />b <br />13A�L <br />PLATE PLAN <br />N <br />Lo ° <br />i Retnbve <br />£x/st {1/ao�/e% Sts /h gtidye) <br />I <br />,' II IIS <br />dA <br />_ <br />in! <br />i <br />V <br />1 <br />N <br />Ac <br />No scale - <br />WOODSON <br />NOT PART OF THIS <br />- - .O%fcfP - l No/f/i Side j fey Droner <br />L 0 >` / <br />E aTYP <br />11/4"¢Hole <br />i 3" I 31 ease i� <br />14"x 3/4°x <br />r � <br />Q <br />TYp, <br />// <br />b <br />13A�L <br />PLATE PLAN <br />5 <br />Lo ° <br />i Retnbve <br />£x/st {1/ao�/e% Sts /h gtidye) <br />c <br />� <br />,' II IIS <br />dA <br />M *AL <br />BRI DG'E OSTS <br />Ila <br />Ac <br />No scale - <br />.. <br />-- .— -_ • _ fC' E.riafy bitch � �y1p0 faPc <br />49 44 43 42 41 40 <br />ICJ 'tp ��y <br />y <br />4' T N <br />56 �� \ <br />54 N <br />�{ Not¢: 5fa . 36 00 Sac%7 /s f)yiczc/ <br />I � � � �r�/n c�6»i✓/s�vr, 6uu»t�a� y �.sia 3�+//> <br />52 <br />SECTION Sta, 36+00 <br />NO. DATE REVISIONS BY DESIGN •SEP DRAWN BY SEP APPROVED <br />Revtseq for S.U.Co. Reconstruction of <br />1 6-20-85 WOODSON ROAD B.S. <br />SUBMITTED BY HENRY M. HIRATA RCF 2125A <br />R.C.E. L_ v - DATE ' % SAN JOAQUIN COUNIY DIRECTOR OF PUBLIC WORKS <br />B da!( <br />/nsfa//CaJf Nwy cod¢ ryy� N-Y.syn. <br />RACT P <br />LDf 2 <br />r>�nov.s <br />39 38 37 36 <br />14pp�'oX/.rna7`2 /oe�e�`ion of <br />lir7da r9/01//70' fa/aohon2 cab/a <br />!/arias (O 70 7n' <br />ROA D <br />35 <br />d <br />51 <br />r � <br />Q <br />40 <br />oaf 3 <br />b <br />0 <br />5 <br />� <br />c <br />� <br />Q <br />Ila <br />Ac <br />EP <br />34 <br />RIA/ <br />Flop, <br />roU/7d <br />1 Ex/st Cone. P✓mt Ex�ef Canc. Runt iY¢w Aspz %f �vm t ��r <br />All t111 areas <br />I / ? t0 be COMOOctea <br />mn ,� t0 ROY- R G, u17/e55 <br />q' <br />0417el wlee- noted <br />2'%JC.- Typ¢'P3, ov¢r primo¢ coat 2'M/n. <br />Cl.IZ" Relatlye /-471P } <br />$" ^ 95'>r R.G. C007ROCAed Native <br />Moferrc7i <br />WOODSON ROA -D — STRUCTURAL SECTION — <br />Sca/¢ : /%/Z, - / s' 4cr'/, - /" = S' - <br />BY SAN JOAQUIN COUNTY <br />56 <br />54 -1, <br />52 <br />.46 <br />BAUMBACH & PIAZZA WOODSON ROAD WOODSON ESTATES SHEET 2 OF 7 <br />CIVIL ENGINEERS — SURVEYORS UNIT NO I JOB NO. gig <br />TRACT N0, 1742 FILE <br />323 W. ELM ST., LOOI,CALIF. 95240 PH. 209-368-6618 3200 NW/Frontage Rd to 4100 NW/Frontoge Rd SUBDIVISION IMPROVEMENTS N0' �' <br />AIMED ON DIEPV NV. IIRIDII fl[wm[Inl - <br />