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0 <br /> X—SJ— FAS- 12930) <br /> JACK TONE ROAD p AL <br /> vEo.eoao STATE I PROJECT N0. v4`N` ""Na. I s EET9 <br /> Abut Ben! Bent 1 7 ICALIF I S-1293 (1) 1 19601 16 123 <br /> 01,46 02.*5 «3 `4 <br /> « „ COUNTY OF SAN JOAQUIN <br /> "8 18 x 16 -0 "10 le"K 10-6 "I I Cont. ae edge "6�+ 18 x 32 -?- "10 18 X 1 I'-0,,_ <br /> -0 10618'X 20 -0 <br /> e4 Sean to bent 14 Spon to bent <br /> CouMr Roaa Commis tuner <br /> Civil Engineer Licence No. 7077 <br /> Edge finish <br /> Fi1I with Asphalt Latex STATE OF CALIFORNIA <br /> i <br /> r <br /> 3'-6" TOP REINFORCEMENT s -e" i , <br /> Main reinf. steel <br /> 50 9'-0" Io1-0" Approved21,-1960 ` <br /> Cu Note: to <br /> Splices shown may be omitted where 5'_0" <br /> 6'-0" 6'-0" <br /> bare do not exusd ovailpbde lengths. <br /> N I Splits 95 dia. in top reinforcement 80-6" Borrow RElminoRcewNT 3-6"- TRANSVERSE SLAG <br /> 3'-6" i <br /> and 20 dip.. in bottom f+ores <br /> rsiame�ttt. <br /> ' CONSTRUCTION JOINT <br /> scald: I"X I' <br /> 4 74 <br /> 24 7z 74 14 <br /> •il` • LL') u « u . u r ,� •r M • i- « p • �{ u I_ u M « . « « I_ » 1 u I u <br /> *?ft48xa4-4 e9fi+ 18 X't6' 6a IS XE0 0 ?4: 18 x31 6 *94Rt8 X18 -0 8018923 0 7 18x31 6 "9c@18X18 0 "8Qt8x23-0 <br /> "1 f Cont. ache "4 bar <br /> 24 Rail spaces a 6'-3" = 150' ---+►- <br /> 7'-6 ----�+f 1 <br /> I I' 3 4WNo or 30`0' 30'-0" ' <br /> I 2P—%i+{ <br /> I " *4 Bar chats spaced at 31t:= etre. transversely <br /> _ 1 <br /> 1 *4 Space s dP Id! all spans Ctrs. longitudinally m 1 Clear Ilf top and bottom <br /> I I <br /> L � IIIA I <br /> 1 ' 5 - t3st� 13" 1 I "5dlt8" *5- 19s a 13" 0501a" � VIII "5018. "5-19sp.�13" I n8attey <br /> I I� <br /> (T YPE «9"SPAN) (TYPE 18"SPAN) (TYPE .8-SPAM) <br /> BAR CHAIR <br /> i No Scale <br /> PLAN 8 ELEVATION <br /> Scate= 34 "-t' s 3V_0 A <br /> I Aon Way <br /> S Abut £ sent <br /> 1- » 31.3. <br /> 00 m <br /> MORMON 5LOU6H A$UT3-?-"7 trop 6 Oat "5 Id46 IBI'betmen-Pita � *6 U 41110"between piles I <br /> DUCK POTTER CREEK ASUT3. —7-% tup8 bet; --�- <br /> . . . �-.- �.,� . �- -,-- t--t-- -t--�- -f--t- -,--r- t---t- --1- -r--fi- -r--�- -f--� --r- -t--r -�---�- -t-1- -r--r- --�- -rt--r <br /> " --i--1- -- ---4- I---l- -�--I --�-- -1--�- --1- l- �-�- -N -J- -�- J-- <br /> „ 10 g8 top 6 bot. 3/4"V Groove <br /> 10 6 top$Wet. , between piles ' <br /> E>ttend a41 pile bora <br /> x <br /> 04 into sbb <br /> � $ <br /> "4 U 46 IS" Concrete pits 2=9t¢" 9'-0" 4'-6"— +a^+�*-4'-6" 9'-0" 2'-9yt" <br /> I <br /> . Extend abars ik I , <br /> P �-- Concrete Piles <br /> Concrete pile PILE CAP DETAILS <br /> Scale 0i"s i' <br /> 2'-60T Y P ,AL SECTION <br /> ii <br /> MORMON SLOLIOH <br /> "I I Cont. edge bars o1/Cont. edge bars <br /> leo <br /> K- <br /> T4"5 T3 dt 18" 04 <br /> between pii•eU 0 —' �� *4 U dP/d" <br /> ie4@ /B" I I_Q Level "4Udl1811 04 (7--!*7 top &bot. <br /> 7' 0 <br /> Z-s " I31-6' JACK TONE ROAD <br /> END WALL DETAIL <br /> ( WITH BERM) MORMON SLOUGH ABUTS. <br /> y s�a1¢: "sI1 END WALL MORMON SLOUGH DETAILS <br /> Ho <br /> y L7. <br /> I I <br /> Scale • 1I Z 0" <br /> r <br /> . l2 - <br /> 1 <br /> SCALE ; AS SHOWN <br /> f <br />