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I <br />�EG <br />ANY SUVE,i FAL SHALL Bf <br />7 <br />OVER EXCAVATED AN <br />BENCHED/kM IN <br />2' <br />VARIES GPA VEL <br />741.5' SHOUIDE <br />'�EC `6' a 6 AB <br />7ANY SLIVER FIIL SHALL BE <br />OVER EXCAVATED AND <br />BENLYIED/KEYED IN <br />I ? <br />GRAVEL <br />NOME <br />1 <br />I _ �u <br />8R <br />10• <br />VARIES <br />2' 7.5- .5 <br />GRAVa <br />K/. 10, 10' <br />10' <br />1 ; 2• 2• <br />1 GRA VEL GRA 4 <br />11' I VARIES 3'-&5" VARIES 4" 11' 11' 4' VIPf" SNAIL <br />I 1 1 <br />1' GRIND AND MIN 2' OVERLAY. 1 <br />PRONDE OVERLAY NTH <br />RowoRamar FABRIC PER 1 <br />CT rY STANDARD <br />EC--------------------------------------------------- _ 1 I <br />PAVEMENT SECTION (T.1.=9) '--. <br />fG <br />046" AC OVER <br />220' a 6 AB <br />SCHULTE ROAD <br />STA: 70+63.95 TO STA: 72+68.98 (CITY OF TRACY) <br />NOT TO SCALE <br />JO' 10' <br />I <br />VARIES 15' VARIES <br />1.5=11' 12'-14' SEE PLAN <br />I <br />MIN 1' GRIND AND MIN 1' <br />OVERLAK PRONDE OVERLAY <br />NTH RETNFORaMENr FABRIC <br />4x PER CITY STANDARD ¢x 2R <br />—y <br />`EC <br />PAV£MENr WC TON (T.l.=9J PAV£AIENT SECnCW (T. <br />0.46' AC OVER a46' AC OVER <br />220' a 6 AB 2.20' a II AB <br />SCHULTE ROAD <br />STA: 76+13.95 TO STA: 76+80.04 (CITY OF TRACY) <br />NOT TO SCALE <br />ra <br />--±X- <br />6' a # <br />x <br />6'a#AS <br />ANY SUVER RLL SHALL BE <br />OVER EXCAVATED AND <br />BEMMOAKEYED IN <br />PROTECT EXISTING OXVCRE7E RRFGAnON DITCH <br />11 SLOE TO CONFORM TO EO BEFORE THE <br />SOUTHERN EDGE GE THE CONCRETE DITCH. <br />1.=9 <br />EX R/W <br />2' <br />CRA VEL <br />NARES <br />_ <br />OV <br />L <br />w <br />'1TPE A' IC DIKE <br />GI <br />WTH pR5 AT 20' <br />PER DETAIL 4/C41 <br />2% <br />£G <br />2' LRIND AND MIN 2' OVERUY. 2' CRIND ANO AIIN 2' OVfRLAY.�PROWDE <br />!2" <br />OVERLAY NTH PRONDE OVERLAY N TH <br />RDNFCRLE10VT FABRIC PER REINFORCEMENT FABRIC PER <br />Cil . <br />CITY STANDARD CITY STANDARD PAVEMENTMMON <br />6'a NAB v <br />0.46'AC OVER <br />PAW£AlEN7 S£C770N (T.l.=9JODER <br />ANY SLIVER FHL SHALL BE <br />?.20' a 6 AB <br />046' AC OVER <br />OVER EXCAVA IID AND <br />22o aNAe SCHULTE ROAD <br />BENCHED/kEn R <br />I <br />15' VARIES VARIES <br />12=14' SEE PLAN - <br />I <br />MIN LZ <br />'AND MIN 1. <br />OVERNDE OVE)7UY <br />NI7N ENTDARD ¢x <br />�—-- --------?----------- <br />PAVEMENT SECTION (T.1.=9) PAVEMENT SECTION (4=9J– <br />DOW <br />T.I.=9J–DOAC OVER a46' AC OVER <br />1.625' a 6 AB 1.625' a 0 AB <br />SCHULTE ROAD <br />STA: 76.80.04 TO STA: 83+63.95 (SAN JOAQUIN COUNTY) r <br />NOT TO SCALE <br />VARIES <br />2' 1.5-45 <br />GRAVEL <br />VARCIES 65=11.5' I.L1 R 4' <br />NOT TO SCALE <br />EX RIW 27.5' FUTURE R11 10' FUTURE ME <br />2 L <br />CRA VEL I 11 I <br />HOUWDI I I <br />I <br />I 1 I <br />� I I <br />I 1 <br />I 1 � <br />BR I I fOx <br />6'a NAB <br />1 <br />i 2GRIND AND MIN 2' OVERLAY. 1 <br />PROMOE OVERLAY NTH <br />REMORCE&ENT FABRIC PER <br />8% VRIE�x CITY STANDARD <br />2 I <br />-------- --E- 1 <br />_ 1 <br />EG6' a IF AB PAVEMENT SFC)iCW (T.l.=9J <br />ANY &MR FILL SHALL BE 0.46' AC OVER - <br />OVER EXCAVAIED AND 1.625' a 6 All <br />BENCHED/kEIED IN <br />PROTECT EVS71NG CONCRETE RMGATION D17CH <br />��N DGEOOTO F7W ORM a+G THE SCHULTE ROAD <br />STA: 83+63.95 TO STA: 91+64.73 (SAN JOAQUIN COUNTY) <br />NOT TO SCALE <br />'TWE A' AC DIKE i <br />NTH CUTS AT 20' <br />PER DETAIL 4IC41 <br />1 <br />1 <br />3.Fb <br />,y\SRI' <br />Cl. IIA -EG <br />BTANY SLIVER FILL SHALL BE <br />OVER EXCAVATED AND Imo, <br />BENLINED/kEYED IN ►+ <br />�r 9 <br />F <br />RpOFESSI0A,4 <br />.AQA� O Y fyo <br />No.7 7 <br />J14� Of CAI.\Fl \' <br />i <br />o <br />Lu > o E <br />N y <br />O <br />N <br />C <br />kY <br />� 6 <br />Z <br />g <br />z <br />Z Z <br />0 W <br />ULLJ <br />LA w <br />L/1 LY 0 <br />Ln W a <br />w J <br />J = Q J <br />U ce <br />CL W <br />F J <br />U <br />Ln <br />SHEET <br />C3.1 <br />OF 15 SHEETS <br />45=f0' <br />I <br />ex ?x <br />zx <br />£G <br />2' LRIND AND MIN 2' OVERUY. 2' CRIND ANO AIIN 2' OVfRLAY.�PROWDE <br />!2" <br />OVERLAY NTH PRONDE OVERLAY N TH <br />RDNFCRLE10VT FABRIC PER REINFORCEMENT FABRIC PER <br />CITY STANDARD CITY STANDARD PAVEMENTMMON <br />0.46'AC OVER <br />PAW£AlEN7 S£C770N (T.l.=9JODER <br />EXCA TED AND <br />BENplEO/kEYID IN <br />?.20' a 6 AB <br />046' AC OVER <br />22o aNAe SCHULTE ROAD <br />STA: 72+68.98 TO STA: 76+13.95 (CITY OF TRACY) <br />NOT TO SCALE <br />EX RIW 27.5' FUTURE R11 10' FUTURE ME <br />2 L <br />CRA VEL I 11 I <br />HOUWDI I I <br />I <br />I 1 I <br />� I I <br />I 1 <br />I 1 � <br />BR I I fOx <br />6'a NAB <br />1 <br />i 2GRIND AND MIN 2' OVERLAY. 1 <br />PROMOE OVERLAY NTH <br />REMORCE&ENT FABRIC PER <br />8% VRIE�x CITY STANDARD <br />2 I <br />-------- --E- 1 <br />_ 1 <br />EG6' a IF AB PAVEMENT SFC)iCW (T.l.=9J <br />ANY &MR FILL SHALL BE 0.46' AC OVER - <br />OVER EXCAVAIED AND 1.625' a 6 All <br />BENCHED/kEIED IN <br />PROTECT EVS71NG CONCRETE RMGATION D17CH <br />��N DGEOOTO F7W ORM a+G THE SCHULTE ROAD <br />STA: 83+63.95 TO STA: 91+64.73 (SAN JOAQUIN COUNTY) <br />NOT TO SCALE <br />'TWE A' AC DIKE i <br />NTH CUTS AT 20' <br />PER DETAIL 4IC41 <br />1 <br />1 <br />3.Fb <br />,y\SRI' <br />Cl. IIA -EG <br />BTANY SLIVER FILL SHALL BE <br />OVER EXCAVATED AND Imo, <br />BENLINED/kEYED IN ►+ <br />�r 9 <br />F <br />RpOFESSI0A,4 <br />.AQA� O Y fyo <br />No.7 7 <br />J14� Of CAI.\Fl \' <br />i <br />o <br />Lu > o E <br />N y <br />O <br />N <br />C <br />kY <br />� 6 <br />Z <br />g <br />z <br />Z Z <br />0 W <br />ULLJ <br />LA w <br />L/1 LY 0 <br />Ln W a <br />w J <br />J = Q J <br />U ce <br />CL W <br />F J <br />U <br />Ln <br />SHEET <br />C3.1 <br />OF 15 SHEETS <br />