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0 <br />1 <br />51 /- O'/ <br />TF— <br />AN"� = TO STOCKTONpit <br />%" -- _ :.Too of existing deck -C/ev. 3/1 II I' IJ <br />�Hatched portion of existing cone.___= -t __-_-_---_-- _--___-_-__11-_ -----------------_ --� -- <br />abat to be removed - i i I- To new deck to T eons- cted /2" lower than existi / - -- — <br />r=- I T'----------- --- __ _ �{9-deck-E/CV 30=---- �— /%2"C/ear ---1 ��---- <br />Corner of deck to be b ve/ed - - - � - a .� _ _ _ _ _ - <br />to con form to slope o to �I-► , ' I f 1 '' - t <br />Of new Wing Wo//9 Z �► - i I l i I L �.h -- N�„Za— <br />" I M', <br />I //e C/car/4%P" Conc. S/a deck t- ' " �' L 3/v�"� paced Son cts. Nes/ concrete wa/y deck b to be construe�1�iown ! 5=10"-/" pciear I i �'/ev.27�=, ,Existing abutment to I ` b solid shvdi7 I I I I i I I I I <br />be aul down to here I "E" I I ; "E" y" I ' Existing pier to be <br />ExiBtin bars are not t0 I ^F" I I I ' I' �6" I removed - I <br />be cut off " I f Gig° I 4'-/OWN. yV,lV. ' E/ev.26�' Csrouna' line on south ,side ' , " /%"C/ear ;1 ; <br />4_4I I I �� •_ I i Elev.2S�� I 7 a ---- I I 5'4"-,,IV.i,�. <br />�-""- J - f-`/EK854 'I i ff--9U-T.€.%i/.W <br />/2+ 'c • - _Elea 243t7 H �_ _ - - - _ - -E/ev ,2A�6' - - �,,,�•� i I ' I i i I I I <br />(--j I 1—� ' ' � .. ...,. . I .'.... \ Ground line on north 242'� L h <br />I " C Anne/ to be caned <br />Existing Conc eat/ and — - I - - I ir" I I Q" _� L _ _ _ _ out to here <br />footing fo be used �I + '-- - - - " <br />I r /2N /2N <br />DETAIL SECTION ON A .9 -'- <br />.SHOW//VG ALTERATIONS TO BE 6" -'� /6'-4C_� /0'-4' - '- " <br />MADE TO EX/STING ABUTMENTS <br />�q" <br />-No <br />30' O'/ <br />a--� <br />20'-D'/ i4 <br />Portion of X. Wa!!s and ,4but: to he <br />TH ramov®d shown hatched <br />#7 <br />r j -t <br />I <br />aff <br />1 I <br />- /2e / /p' /2" I I <br />I I I I <br />I • <br />A <br />FRONT ELEVAT/ON OF ABUTMENT <br />6 <br />EL.EVAT/O/V 33'-8" /7'--4" <br />I <br />i" <br />. . <br />MUM <br />wrwwml <br />ail M Milo <br />.�. 5Z3f ���Isc� ■ i <br />�■ ■�'� �� ==mini■ <br />1-3ECTION ON 8-8 <br />OEM Lune <br />I I <br />I ' <br />I <br />I <br />I I <br />I �rEx/sting haunch bars I \ <br />I <br />.0e I/) A i I A <br />I <br />!'abut ii cut down below <br />below end of haunch / Existing vent. bars are not to be cal off, <br />I4- <br />bars They are to be E Pert bars to be placed <br />useo' to He the new <br />verf bars to toile existing I I �- <br />Vert. bars i I <br />I ' <br />I <br />Hatched ortion of abutment to be removed to `vlthln <br />_-- <br />I I I <br />---- -' above tnp of foofiny i �► ` I ( I I I I I I I I I I <br />DETAIL SECT/ON SNOWING USE <br />OF EXISTING SAR,6 Cross hatched portion of vriny na//I I I ( I I I I ( I I <br />tv be removed to within 4,,ezibovc <br />top of footing -see setion on B <br />Hatched portion of wing wall <br />to 6e removed to within <br />• /o: I <br />above /vpoffoofin i ;-------------------�I �-I -I-=- ---------- I I "F' <br />------------- <br />//2"C/ea ' iF"/ Bary 'spaceol /E "On C,//V. <br />0n C'f.?. ♦ ` <br />"K"-'L"^"M" / B <br />� � I II LI <br />—Z4#1 <br />i3✓i~ /2" <br />dl <br />DETA/LS OF WING WALLS /< <br />iP4e - - <br />>�, <br />/7 /6 <br />4 LA T.IN. R. 7E. T.1 14.R.8E. <br />23 Q 24 �/9 20 2/ <br />69 <br />1321 <br />OLLEGE ✓ILLE <br />a� 2G� 3 tl 29 2B <br />,p 10 <br />N �yo 11 <br />c~ `URN <br />[1/CIN1 TY MAP <br />PLAN <br />4- ---464�4 --4 — 4- -14V-+ 464! <br />PLAN <br />■ <br />�w <br />. ROAG <br />Ina L .W-1 <br />srz•111337 <br />3 <br />ELEI/A77101V <br />Is - <br />1 <br />e-zia' K, <br />" <br />I" <br />•. 20" <br />END ELEVATION <br />N /\ �pH 4 J //O <br />Rwd. /1 L7 / <br />C <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />� <br />I I <br />I <br />I i <br />I <br />/2// —► <br />6" <br />//Or/ <br />\ 2" <br />3 =0" <br />'f <br />W_ to be <br />in fie/d - /ti'e ess for dra,inoye <br />/ T- 2a <br />I <br />I I <br />I <br />I I <br />I I <br />�,I <br />31"Dia, Pipe drains to be h?'T.1alled-11 <br />DETAIL SECT/ON OF R,4/L/NG <br />Scale / /'-o" <br />�/ <br />6 'o <br />DETAIL OF AXING WALL <br />VFRTICAL BARS <br />end A6uf to be <br />Iowa hatched <br />I I I <br />I I I <br />I 1 0 <br />' I <br />SECT/ON ON D-D <br />STEEL L /ST <br />"A"-3/4t"�"x 3�6'-9" -Hooked <br />"B"-3/4""x25 =6" yooked 41n0, bent <br />IV -3/4'" <br />"E" - //2" "x 29=9" . <br />iY 7//-llepx Q/Off• <br />.rK./ _s/4""x 8L6� Sant <br />"N"' -%z'"x 27'--0" <br />'O' 7' 3" -Stirrups <br />"R,v - /Z"x <br />V, <br />"R" - //2n ' x 3' 3 // <br />"S" - //.s"" x /O'--9" <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />OFFICE OF THE COUNTY SURVEYOR, STOCKTON <br />PLANS FOR <br />WIDENING OF CONCRETE BRIDGES <br />ON MARIPOSA ROAD <br />Q <br />OCTOBER 1933 J.B. MANTHEY o <br />SCALE 1/41 V 0" UNLESS OTHERWISE NOTED COUNTY SURVEYOR `� � E <br />DRAWN BY V, Mc. <br />oxo, <br />H <br />BRIDGE NO. I BRIDU 1303 , SHEET I OF 6 SHI a Q <br />STATE NO. 2913-194 <br />