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r <br />INSTALL BARRICADE AND SIGNAGE - <br />PER SJCO STD. DWG. R-25 <br />17.78 FNC 17.64 OG <br />INSTALL LANE REDUCTION SIGNAGE <br />PER SJCO STD. DWG. R-27 <br />2+00 <br />2+00 <br />- - -18 <br />09�LGN- - <br />CB <br />CATCH BASIN <br />io.�4 tr <br />CONCRETE <br />EX. <br />/17.95 EP <br />EX. SIGN TO BEo <br />FLOW LINE <br />LP <br />RELOCATED <br />POWER POLE <br />T1 <br />1 77 <br />8.62 CL 18.73 CL <br />EX. SBC MH TO REMAIN, <br />ADJUST MH TO MATCH <br />BOW GRADE <br />G REINSTALL MAILBOX <br />h� <br />18.28 MH <br />x <br />x. J. <br />•7 S ..,,e9OE <br />17.98 MAILBOX 18.17 EP x <br />- - - - - - - - x- - - - - - - - - - - - - - - - - - - <br />Cf) <br />2 <br />.4z EX. MAILBOX TO N <br />BE RELOCATED <br />3+00 <br />18.76 CL <br />EX. SIGN TO BE <br />REMOVED <br />\C'S <br />.• Y <br />: <br />••• .aw•:•a •1J6•LrSF•VY7M •a • � ••ra• S <br />18.53 SIGN +18.12 LI <br />0 <br />5 � <br />- N <br />18.88 CL <br />18.40 CONC 'I LOU t -L <br />EX. W4-2 SIGN x 18.21 TC X 17.75 LIP <br />TO REMAIN 17.9LIP 4 8.24 CL <br />3 � 12' FUTURE DEDICATION 17.7 FL <br />I <br />� 3 ENS 18.41 BOW 18.40 SIGN7. <br />18:3$ T <br />17.72 FL <br />z <br />a7°.9:5 FL 17.67.DI. <br />18.38 CL <br />18.06 LIP 18.15 TC 18.37 WV 17.89 LIP <br />- - EX. CB - 17.71 FL <br />----------- EX. 12"W -- <br />18.41 <br />REMOVE EX. STRIPING REMOVE EX. STRIPING <br />AS NECESSARY 7 AS NECESSARY o <br />18.83 CL 6 5+00 + <br />18.77 CL <br />18.81 CL 18.75 CU <br />18.16 EP 18.01 EP DRWY 18.00 EP DRWY 18.27 EP 18.20 EP DRWY 18.15 EP DRWY 18.28 EP 18.29 EP <br />18.04 EP EX. SIGN <br />18.02 EX. PP <br />O 17.62 EP DRWY 17.75 EP DRWY 17.87 SIGN 18.10 EP DRWY 17.89 EP DRWY <br />EX. PP EX. DWY EX. DWY MATH EWS ROAD <br />STA. 2+00 TO STA. 6+37 <br />HORIZONTAL: 1" = 20' <br />VERTICAL: 1" = 2' <br />3+00 4+00 5+00 <br />it, <br />18.22 EP <br />18.29 EP <br />*:A, Ak <br />6+00 <br />MATH EWS R <br />18.76 <br />7 <br />18.26 EP <br />JIM. Jtyy.Ly = MMII-ILYYJ RVH <br />STA. 10+00.00 = PRIVATE ROAD <br />N <br />0 10 20 40 <br />SCALE HOR.: 1"=20' <br />0 1 24 <br />SCALE VER.: 1 =21 <br />7+00 <br />LEGEND <br />AC <br />ASPHALT CONCRETE <br />CB <br />CATCH BASIN <br />CONC <br />CONCRETE <br />EX. <br />EXISTING <br />FL <br />FLOW LINE <br />LP <br />LIGHT POLE <br />PP <br />POWER POLE <br />O:901:/_1I�III�I:'9:11ki Is] 9 <br />0 EX. SIGN <br />EX. LIGHT POLE <br />EX. WATER VALVE <br />EX. ASPHALT CONCRETE <br />PROPOSED 8" AC OVER 12" <br />CLASS II AB @ 95% RC <br />PROPOSED CONCRETE <br />EX. CONCRETE <br />CONSTRUCTION NOTES <br />O INSTALL CURB GUTTER AND SIDEWALK PER SJCO. STD. DWG. R-7. <br />0 REMOVE EX. AC AND INSTALL 6,970 S.F. - 8" AC OVER 12" AB <br />@ 95% RC <br />O3 INSTALL CONCRETE EXPANSION JOINT PER SJCO. STD. DWG. R-7. <br />® INSTALL 285 LF - SAWCUT LINE. <br />I�5 INSTALL 237 LF - STRIPING PER CALTRANS 2018 STANDARD <br />PLAN A20B DETAIL 27B. <br />© INSTALL 50 LF - STRIPING PER CALTRANS 2018 STANDARD <br />PLAN A20A DETAIL 5. <br />O INSTALL TYPE 1 18'4" ARROW PER CALTRANS 2018 <br />STANDARD PLAN A24A. <br />® REMOVE AND REPLACE LAST SIDEWALK PANEL, <br />APPROXIMATELY 10' <br />8+00 <br />/�pEES /0 <br />VEMU Py�� <br />CO 2 <br />Cm rr <br />z <br />cc 4 2777y v <br />F F C A�"= <br />L <br />Know what's below. <br />0111 before you dig. <br />Fredrik Gullberg <br />Principal <br />858.405.7800 <br />gullberg@artifexwest.com <br />Charles Linch <br />Principal <br />760.470.5295 <br />linch@artifexwest.com <br />CDa. 04 <br />N <br />W LID <br />rn <br />�Zz <br />WLU U <br />M <br />°CO <br />ZWU- <br />Z) co <br />N1n� <br />U Q M <br />,,Z <br />J V zW�. <br />-Zr--jo <br />W 0--; 30- 07 <br />I <br />=Z <br />Caw <br />06 W <br />Z <br />z_ <br />00 <br />Jz <br />CLU <br />Stan T. Podeswik <br />Project Architect <br />podeswik@artifexwest.com <br />Nader Rahmanian <br />Project Designer <br />858.405.4960 <br />rahmanian@artifexwest.com <br />O <br />73 <br />U) <br />U) <br />E <br />O <br />�.i <br />cc <br />cc <br />a <br />Q O <br />project no: 20131 <br />© 2021 Artifex West Inc. <br />All rights reserved. <br />mark <br />I date <br />I revision <br />date <br />04/12/2021 <br />sheet title <br />MATHEWS ROAD <br />STA. 2+00 TO 6+37 <br />sheet <br />C2 <br />18 <br />X. CL <br />0.28%, <br />E TC <br />18 <br />- <br />PF <br />IkOPOSED <br />TC <br />14 <br />EX. <br />12" <br />14 <br />WATER <br />10 <br />0 <br />+0 <br />N <br />(n <br />Z <br />O <br />U <br />D <br />U) <br />Z <br />W <br />m <br />M <br />� <br />�U� <br />+Z <br />J <br />W <br />N <br />Z <br />Q <br />W <br />D <br />UX <br />W <br />J Q <br />�<- C <br />LO <br />1q:5 <br />00 <br />W 00 <br />10 <br />M <br />+Z0 <br />N <br />N <br />J <br />QQ <br />W <br />N <br />Q <br />W <br />D <br />U <br />106Cis <br />U <br />J <br />ZLOQp <br />cq UJ 00(! <br />m <br />6 <br />N 0 <br />6 <br />2 <br />2 <br />-2 <br />-2 <br />/�pEES /0 <br />VEMU Py�� <br />CO 2 <br />Cm rr <br />z <br />cc 4 2777y v <br />F F C A�"= <br />L <br />Know what's below. <br />0111 before you dig. <br />Fredrik Gullberg <br />Principal <br />858.405.7800 <br />gullberg@artifexwest.com <br />Charles Linch <br />Principal <br />760.470.5295 <br />linch@artifexwest.com <br />CDa. 04 <br />N <br />W LID <br />rn <br />�Zz <br />WLU U <br />M <br />°CO <br />ZWU- <br />Z) co <br />N1n� <br />U Q M <br />,,Z <br />J V zW�. <br />-Zr--jo <br />W 0--; 30- 07 <br />I <br />=Z <br />Caw <br />06 W <br />Z <br />z_ <br />00 <br />Jz <br />CLU <br />Stan T. Podeswik <br />Project Architect <br />podeswik@artifexwest.com <br />Nader Rahmanian <br />Project Designer <br />858.405.4960 <br />rahmanian@artifexwest.com <br />O <br />73 <br />U) <br />U) <br />E <br />O <br />�.i <br />cc <br />cc <br />a <br />Q O <br />project no: 20131 <br />© 2021 Artifex West Inc. <br />All rights reserved. <br />mark <br />I date <br />I revision <br />date <br />04/12/2021 <br />sheet title <br />MATHEWS ROAD <br />STA. 2+00 TO 6+37 <br />sheet <br />C2 <br />