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I <br />EX MON. STA.=374,09.69 <br />z: O <br />. -. <br />10 <br />D. <br />+ <br />0 <br />W <br />3 <br />r + <br />al <br />t <br />REMOVE EXIST. <br />STATION 13+87f <br />N <br />n <br />CURB, GUTTER & SOW <br />REMOVE MEDIAN AS NECESSARY <br />+ <br />N '+r l.� �- .-- <br />N i <br />�_ .� <br />FOR CROSSWALK. REPLACE! AREA <br />12 ---- <br />I I <br />j. <br />1 <br />WITH 0,65' AC ON 2.50' AB <br />® <br />- <br />J J <br />J <br />U <br />O <br />6+46.81LO <br />- <br />�' <br />F <br />283' LF, 30' SO ` <br />O <br />: <br />I <br />CONST. HANDICAP RAMP <br />—...-.... .......: ': <br />. <br />-, .--- �- <br />_ co <br />. ........... . .......... <br />PER SJ, CO STD. R-106 <br />270 F. a* SS <br />8w Y -14 <br />12d <br />z <br />z <br />•....... ........• •.......: '......: ,.......• •..;...: '.....c.. '.,..... <br />TC=222.11 <br />I <br />� <br />PROPO <br />FINISHED <br />Q <br />1J <br />01a <br />MONUMENT <br />ul <br />M <br />N I <br />15+44.68 SCHULTE RD.= <br />t. <br />1+00,00 CALIFORNIA <br />• <br />I; <br />.'CAC... <br />r"' <br />PLAZA DR. <br />I : ................... <br />......... ........... <br />..'..,......... <br />..,............ ... ............ .... ...... ..!,::. .............. , <br />.................................... .... . <br />.� <br />; <br />SAWCUT LINE <br />3 <br />REMOVE EXIST. AC FROM STA 1+61f <br />Q <br />:n <br />j� <br />in STA 1+981 & REPLACE WITH <br />0.38' AC <br />j ^ <br />4 <br />+ <br />27 LF, 18' SO <br />z <br />z <br />1.32% <br />0 S=0.003 <br />r <br />w <br />LLJ <br />CONST. HANDICAP RAMP <br />X <br />� <br />PER SJ. CO. STD. R -FOB <br />--i <br />Q W <br />0- <br />ED <br />REMOVE EXIST. <br />_ <br />HGL 22.05 <br />CURB, GUTTER & SDWK <br />W iit <br />a <br />......... ............. ...........: <br />!gII <br />.. <br />... ............. ............. ............. ............ .......... <br />, <br />-1.3169X <br />M <br />� <br />Q <br />M <br />I <br />I <br />LL <br />M <br />z <br />• <br />Q <br />M <br />00 <br />EX. � MOW. STA.=13464 <br />I <br />o <br />W <br />0) <br />ul <br />� <br />J <br />O <br />•.. <br />. <br />n <br />DWG NAME:ROAD-A <br />co <br />10' PUE 1 <br />16+05,71-64' RT. <br />CONFORM TO EX. TC=221.71 <br />(VERIFY) _,... <br />16+01.68 ETTC-64' RT. MONUMENT g <br />RET. TC=221.71 rn a 16+79.31 CALIF <br />-. 4+41.78 CALIFORNIAAPLAZAADR s y <br />���333 O <br />N N J > ;0 � <br />1.z <br />qq <br />tt��11 I q <br />to N � ofCOc N <br />_ 660 s NI 00 I N tpV <br />7 ` O cVi I0'II 0 sgg M N O u °^° `� `� ^ <br />O+U io NNl�1/SNy N 1 J = <br />■ N v II ] J� <br />DIP WA TER <br />DER <br />STORM DRAIN <br />i W •.. <br />w � <br />12 <br />............................... <br />W 12 N W 12 W 30L.F. 1 N 270 LF. T�TAL 120 W <br />x <br />15 LF. 18' SD' <br />77 <br />0 S-0.003 I 18 L.F. 12" SS 245 L.F. to 24" SD <br />CLASS V - - - - - _ �1 <br />12' SS 12"Ln <br />" :: e�..' <br />242' LF, SS_ <br />SS 12 0, SS 12--S5 <br />NN <br />Ln t0 <br />SS 5 <br />EACH SDE <br />OF WATER A SHALL BE <br />^ 6 HIGH STRENGTH VCP OR CONCRETE <br />EN <br />•.........� ... ,:':: <br />CASED PER SJC SID PLAN R-32. <br />a <br />('01o0 <br />m y n ^ 0 <br />IN C141 <br />..}} \ <br />~, N p ��" g j� + °° 1� I o ,tel N nj �Iy 2 <br />^ O +I h O :.b . <br />a0 N r. h O -. > <br />W � 16+1 - !:�� <br />M II O + + + {I z : �i rfj 7.31 LT. <br />1 z N M <br />Lc <br />14+87.68 64 RT. + $ N N RET. TC=222.39 <br />RET, TC=22 .92 N x m ^ MA H LINE SEE <br /><, 14+83.71-64' RT. <br />CONFORM TO EX, TC=213.Of.:•. <br />(VERIFY) FACE OF CURB DATA SANITARY SEWER DATA <br />I 'CURVE RADIUS LENGTH <br />DELT <br />7 35.00' 54.98' <br />A CURVE RADIUS LENGTH DELTA;' <br />9900' 30 400.00' 131.23' 1847' _ <br />...... '" 8 40.00' 62.83' 70-07 <br />j 10 PUE ' <br />-CALIFORNIA PLAZA DRIVE <br />SCALES: 1"=20' HORZ. <br />1"= 2' VERT. <br />50' VERTICAL CURVE <br />CURVE <br />GRAPHIC [SCALE <br />20 0 10 1 20 <br />(IN Ply') <br />I inohL.20 ft <br />40 <br />n <br />00 Nh <br />N <br />ct <br />111 -- 1 <br />z: O <br />. -. <br />10 <br />D. <br />+ <br />• ,� ' <br />W <br />3 <br />r + <br />al <br />t <br />pp04� <br />N <br />N <br />n <br />GRAPHIC [SCALE <br />20 0 10 1 20 <br />(IN Ply') <br />I inohL.20 ft <br />40 <br />n <br />00 Nh <br />N <br />ct <br />111 -- 1 <br />z: O <br />. -. <br />10 <br />D. <br />+ <br />• ,� ' <br />W <br />3 <br />3 <br />U*) <br />pp04� <br />N <br />N <br />m <br />1251 LF. 120W7-7 : <br />12"x <br />a <br />+ <br />N '+r l.� �- .-- <br />N i <br />�_ .� <br />W <br />12 ---- <br />_ <br />: <br />j. <br />1 <br />® <br />+lii <br />J J <br />J <br />GRAPHIC [SCALE <br />20 0 10 1 20 <br />(IN Ply') <br />I inohL.20 ft <br />40 <br />n <br />00 Nh <br />N <br />ct <br />111 -- 1 <br />z: O <br />. -. <br />.� <br />D. <br />+ <br />• ,� ' <br />W <br />3 <br />3 <br />O <br />pp04� <br />N <br />N <br />m <br />1251 LF. 120W7-7 : <br />12"x <br />N +a a <br />+ <br />N '+r l.� �- .-- <br />N i <br />�_ .� <br />W <br />12 ---- <br />_ <br />: <br />j. <br />1 <br />® <br />N MONUMENT <br />`r <br />..........._...._...._.___. <br />U <br />O <br />6+46.81LO <br />- <br />�' <br />F <br />283' LF, 30' SO ` <br />4,/1 .+ <br />: <br />^ <br />.T� <br />Ute+ <br />N y <br />—...-.... .......: ': <br />. <br />-, .--- �- <br />_ co <br />. ........... . .......... <br />-i y <br />270 F. a* SS <br />8w Y -14 <br />................................... <br />51 IrF •S SS r <br />01`S=0.0050 <br />z <br />z <br />•....... ........• •.......: '......: ,.......• •..;...: '.....c.. '.,..... <br />`� ..... ..... .... <br />PROPO <br />FINISHED <br />Q <br />1J <br />01a <br />ul <br />H <br />NMI <br />t. <br />.'CAC... <br />r"' <br />.... ...... <br />Cf ce <br />00, <br />2. <br />16+17.31-22' RT`� <br />7 RET. TC=22239 <br />�jr5' 5' <br />' <br />.. to <br />1 II <br />8 w B/W <br />FIRE HYDRANT <br />vs <br />FIC <br />a ° <br />SEE CITY OF TRACY STANDARD QppfESSIpN Pio \N C. C4R4�F <br />PLAN No. 401 4v 'F <br />FIRE HYDRANT PAD DETAIL :: '` <br />A. C 44665P m <br />Exp. q/�jS7 <br />1 <br />z: O <br />li4 <br />.� <br />+ <br />N <br />3 <br />3 <br />3 <br />O <br />pp04� <br />N <br />N <br />m <br />O <br />N +a a <br />+ <br />N '+r l.� �- .-- <br />N i <br />�_ .� <br />...... <br />�jr5' 5' <br />' <br />.. to <br />1 II <br />8 w B/W <br />FIRE HYDRANT <br />vs <br />FIC <br />a ° <br />SEE CITY OF TRACY STANDARD QppfESSIpN Pio \N C. C4R4�F <br />PLAN No. 401 4v 'F <br />FIRE HYDRANT PAD DETAIL :: '` <br />A. C 44665P m <br />Exp. q/�jS7 <br />1 <br />•- <br />•- •- <br />.� <br />+ <br />N <br />g <br />N ij1 <br />W <br />O <br />1- <br />I <br />N <br />N <br />m <br />�y m <br />�i� <br />N +a a <br />+ <br />N '+r l.� �- .-- <br />N i <br />�_ .� <br />...... <br />_ <br />: <br />j. <br />1 <br />® <br />2 <br />..........._...._...._.___. <br />U <br />v <br />� <br />�' <br />F <br />+ <br />o <br />N C $ <br />^ <br />.T� <br />Ute+ <br />N y <br />OF <br />n <br />ry <br />-i y <br />- <br />I <br />z <br />z <br />z <br />Lu <br />PROPO <br />FINISHED <br />Q <br />1J <br />01a <br />ul <br />vaMZ <br />NMI <br />w <br />I< <br />00 <br />w <br />(9 <br />UJ <br />J <br />r-QAnF <br />AT Ir <br />- - +0.6464% <br />^ <br />�? S <br />+ <br />N <br />z <br />1.32% <br />�- <br />w <br />LLJ <br />X <br />� <br />uJ <br />--i <br />Q W <br />0- <br />ED <br />O <br />_ <br />HGL 22.05 <br />� <br />a <br />�f>C <br />V <br />!gII <br />M�M <br />CD <br />n <br />U <br />-1.3169X <br />M <br />� <br />Q <br />M <br />I <br />LL <br />M <br />z <br />• <br />Q <br />M <br />00 <br />W <br />I <br />0) <br />ul <br />� <br />J <br />•.. <br />. <br />LF, 12" SS <br />S=0.0120 <br />245 L.F. 24'1 5D 0 S=0.0030 <br />12w SS 0 <br />12w <br />Z <br />12' +TER <br />.,*- 270 L.F. <br />8 SSSS O— <br />-Zim <br />>_ <br />0) <br />0 <br />�C <br />z <br />?I. <br />W <br />� <br />U <br />LF, 12" SS <br />S=0.0120 <br />245 L.F. 24'1 5D 0 S=0.0030 <br />12w SS 0 <br />12w <br />Z <br />12' +TER <br />.,*- 270 L.F. <br />8 SSSS O— <br />-Zim <br />>_ <br />0) <br />0 <br />ZN <br />O <br />z <br />?I. <br />W <br />� <br />U <br />9L <br />CL <br />to <br />� <br />z <br />W <br />Y <br />® <br />2 <br />U <br />v <br />� <br />JD4W <br />F <br />zz <br />a d <br />Q <br />V <br />.T� <br />Ute+ <br />N y <br />OF <br />n <br />O <br />W F <br />U <br />-i y <br />� <br />z <br />z <br />z <br />Lu <br />Q <br />1J <br />01a <br />ul <br />vaMZ <br />NMI <br />w <br />I< <br />00 <br />w <br />(9 <br />UJ <br />J <br />• <br />•-• <br />o <br />z <br />i <br />• <br />q <br />w <br />LLJ <br />X <br />� <br />uJ <br />Z <br />Q W <br />0- <br />ED <br />O <br />� <br />a <br />�f>C <br />V <br />; <br />M�M <br />CD <br />n <br />U <br />M <br />� <br />Q <br />M <br />I <br />LL <br />M <br />z <br />• <br />Q <br />M <br />00 <br />W <br />0) <br />ul <br />Lu <br />Z®z�_ <br />J <br />J <br />m <br />U <br />V <br />a <br />� <br />W <br />� <br />Z <br />0 <br />Z <br />OD <br />W <br />N <br />Z � z <br />aW� <br />zE-o_a <br />Qi <br />N�wE-1 <br />U <br />wzaMU <br />Z <br />Owo�c <br />cr <br />auto <br />p�L)Ew� <br />H <br />� a <br />N401789.20 <br />Y <br />ZN <br />O <br />J <br />W <br />� <br />ZD <br />Q <br />z <br />Q <br />O <br />� <br />z <br />Y <br />SHEET N0. <br />5 <br />JD4W <br />F <br />zz <br />a d <br />Y <br />� <br />.T� <br />Ute+ <br />N y <br />OF <br />n <br />O <br />W F <br />U <br />-i y <br />< <br />a <br />Y <br />U <br />y <br />m <br />U <br />U <br />Y <br />I< <br />N401789.20 <br />Y <br />W <br />� <br />� <br />Q <br />O <br />� <br />� <br />SHEET N0. <br />5 <br />N401789.20 <br />