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0 <br />26 <br />24 <br />2 <br />INV=21..25 12" SD - <br />20 <br />18 <br />INV=17.30 8" SS (N) <br />INV=17.40 8" SS (S) 16 <br />14 <br />12 <br />SEE SHEET 4 <br />ANTEROS AVENUE <br />10+50 11+00 <br />O <br />v <br />10+00 <br />Q4 <br />R=30.0', <br />DELTA -90.03'20" <br />� M <br />OO: <br />W— <br />O <br />W W n0004_ <br />Q <br />W J <br />N <br />QZ II <br />J <br />W W� <br />FZ LAJ <br />O <br />W W <br />iiZ-- LU <br />Q <br />Nix <br />J <br />Q <br />v~i�x <br />J <br />c <br />C u <br />ELV E RA <br />1. <br />X <br />CONSTRUCTION NOTES N Z5 v <br />m <br />c REFER TO SJCO STD. STA 9+88. TO STA 12+62.3 <br />CONSTRUCT ROLL CURB, <br />SCALE: HORIZ. <br />1"=30' <br />O <br />Q� <br />O GUTTER & SIDEWALK PER <br />VERT. <br />1 "=3' <br />Z <br />S.J.Co. STD DWG CW -C6 <br />,,.,MATERIALS COORDINATE WITH CALIFORNIA <br />O <br />0 <br />CURB RETURN <br />U <br />q� WATER SE ICE FOR INSTALLATION % I <br />O2N <br />OCONSTRUCT <br />PER S.J.Co. STD DWG R-23 <br />o - REQUIREME <br />do CALTRANS RSP A88A <br />PRO <br />OSEO <br />E <br />IST. GRO <br />NO <br />OCONSTRUCT <br />RAMP PER S.J.Co. STD. <br />-- - - --- <br />B <br />I <br />DWG. R-106 & CALTRANS <br />JLI-B.,W <br />?SSB <br />RSP A88A <br />L)LdN <br />u' <br />16 <br />LF 12" STORM DRAIN <br />0 00 <br />X11+00 N72'12'30"E _ --_ _12+00 <br />000 <br />INV=20.3 <br />12" SD <br />� <br />W <br />.5 8" WAT <br />R <br />M <br />I <br />=18.33 80 <br />SS <br />2 <br />g" <br />EWER O <br />=0.7% <br />it <br />i <br />INV- <br />3.51 60" <br />SD <br />SEE SHEET 4 <br />ANTEROS AVENUE <br />10+50 11+00 <br />10 11 <br />12+00 12+ <br />10+00 <br />Q4 <br />R=30.0', <br />N <br />DELTA -90.03'20" <br />� M <br />OO: <br />W— <br />O <br />W W n0004_ <br />p <br />O <br />1jZ W <br />N <br />QZ II <br />J <br />W W� <br />FZ LAJ <br />O <br />W W <br />iiZ-- LU <br />Q <br />Nix <br />J <br />Q <br />v~i�x <br />J <br />SEE SHEET 4 <br />ANTEROS AVENUE <br />10+50 11+00 <br />11+50 <br />12+00 12+ <br />DELTA=89.56'40" <br />Q4 <br />R=30.0', <br />Cr N <br />DELTA -90.03'20" <br />I <br />I w I i STA 12+6b.0 12' RT <br />I <br />w Ir <br />0_ o <br />U <br />vi <br />LOT 6 v� INSTALL LAM HOLE PERS <br />0 <br />ID W <br />Q <br />J <br />N <br />+ <br />J <br />J <br />WR <br />0F <br />N _Ja <br />�� <br />II ;- <br />c <br />C u <br />ELV E RA <br />T E R R I <br />WAY <br />CONSTRUCTION NOTES N Z5 v <br />m <br />c REFER TO SJCO STD. STA 9+88. TO STA 12+62.3 <br />CONSTRUCT ROLL CURB, <br />SCALE: HORIZ. <br />1"=30' <br />O <br />Q� <br />O GUTTER & SIDEWALK PER <br />VERT. <br />1 "=3' <br />Z <br />S.J.Co. STD DWG CW -C6 <br />,,.,MATERIALS COORDINATE WITH CALIFORNIA <br />O <br />0 <br />CURB RETURN <br />U <br />q� WATER SE ICE FOR INSTALLATION % I <br />O2N <br />OCONSTRUCT <br />PER S.J.Co. STD DWG R-23 <br />o - REQUIREME <br />do CALTRANS RSP A88A <br />Z <br />CI <br />-o+ <br />MID -BLOCK <br />I <br />OCONSTRUCT <br />RAMP PER S.J.Co. STD. <br />-- - - --- <br />B <br />I <br />DWG. R-106 & CALTRANS <br />JLI-B.,W <br />?SSB <br />RSP A88A <br />fes, 1 <br />I <br />STA 10+00,0-ELVERA TERRI <br />1TA 14+28.0TEROS <br />CURVE <br />Q3 <br />DATA <br />R=30.0', <br />L=47.09', <br />DELTA=89.56'40" <br />Q4 <br />R=30.0', <br />L=47.15', <br />DELTA -90.03'20" <br />LOT 7 I �I ✓ <br />I <br />e <br />STA10+06.0 6' LT 4 60M 5 BpN 10' P.U.E. ?56y 6DM ?586 <br />CONSTRUCT TYPE 1 1 - - - - -------------- - --- l� <br />MAINTENANCE HOLE I STA 10+12. TO 12+28.5 1 <br />,,PER SJCO STD PLAa'CW-S7 _ I i STA CONSTRUCT <br />0 12' RT " <br />�, CONSTRUCT E 1 INSTALL 248 LF 8 SS <br />INV=21.25, RIM=24.3± I - _ MAINTENANCE HOLE O S=0.7X I I <br />I I <br />PER CITY STd DWG 55 I <br />c I INV=17.30, R11M=24.1 t I STA 12+55.0.-'25 RT 11 <br />11 <br />_ _ INST STREET LIGHT <br />LOT 12 — — -P-ER S.J.Coe TD DWG R-32 11 <br />I _JPA!)PGE <br />_26 25' PAD 26.50' _ . OT 10 COQ (NATE W/ LOT,'9 I I <br />' I PAD: 26.75' I PAD: 26.50' I 1 I <br />00 ; <br />ANTEROS AVENUE <br />SEE SHEET 4 <br />TEMPORARY <br />FIRE APPARATUS <br />TURN AROUND <br />2" AC OVER 4" AB <br />STA 12+64 12' LT <br />INSTALL BLOW OFF <br />PER CAL WATER STD. <br />26 <br />24 <br />22 <br />20 <br />INV=1 S <br />18 <br />16 <br />U <br />tQ- <br />DW: <br />O W J O CR <br />00 W Cd M <br />+ 2`O + Uo <br />Z <br />Q <br />I - PAD: 26.75 I <br />.. <br />I <br />ao <br />Ud <br />N <br />I <br />I w I i STA 12+6b.0 12' RT <br />I <br />u7i <br />U <br />vi <br />LOT 6 v� INSTALL LAM HOLE PERS <br />I <br />Q <br />J <br />N <br />+ <br />J <br />PAD: 26.25' CITY S D DWG 58 <br />WR <br />0F <br />°m <br />Q' <br />�� <br />II ;- <br />c <br />C u <br />NI <br />QW^ <br />V J <br />m <br />c REFER TO SJCO STD. STA 9+88. TO STA 12+62.3 <br />�I <br />4}Z <br />O <br />Q� <br />l DWG W-7 FOR PIPE INSTALL 27 LF 8" WATER LINE I I <br />II <br />MO <br />M� <br />Z <br />W <br />Z <br />,,.,MATERIALS COORDINATE WITH CALIFORNIA <br />O <br />0 <br />m <br />U <br />q� WATER SE ICE FOR INSTALLATION % I <br />O2N <br />o - REQUIREME <br />SED <br />Z <br />CI <br />-o+ <br />- - - - - - <br />3 ?S•83 10' P.U.E. ?s•83 ?60; <br />I <br />t0 <br />-- - - --- <br />B <br />I <br />1-- <br />JLI-B.,W <br />?SSB <br />L)LdN <br />u' <br />16 <br />LF 12" STORM DRAIN <br />0 00 <br />X11+00 N72'12'30"E _ --_ _12+00 <br />000 <br />INV=20.3 <br />12" SD <br />� <br />W <br />I <br />e <br />STA10+06.0 6' LT 4 60M 5 BpN 10' P.U.E. ?56y 6DM ?586 <br />CONSTRUCT TYPE 1 1 - - - - -------------- - --- l� <br />MAINTENANCE HOLE I STA 10+12. TO 12+28.5 1 <br />,,PER SJCO STD PLAa'CW-S7 _ I i STA CONSTRUCT <br />0 12' RT " <br />�, CONSTRUCT E 1 INSTALL 248 LF 8 SS <br />INV=21.25, RIM=24.3± I - _ MAINTENANCE HOLE O S=0.7X I I <br />I I <br />PER CITY STd DWG 55 I <br />c I INV=17.30, R11M=24.1 t I STA 12+55.0.-'25 RT 11 <br />11 <br />_ _ INST STREET LIGHT <br />LOT 12 — — -P-ER S.J.Coe TD DWG R-32 11 <br />I _JPA!)PGE <br />_26 25' PAD 26.50' _ . OT 10 COQ (NATE W/ LOT,'9 I I <br />' I PAD: 26.75' I PAD: 26.50' I 1 I <br />00 ; <br />ANTEROS AVENUE <br />SEE SHEET 4 <br />TEMPORARY <br />FIRE APPARATUS <br />TURN AROUND <br />2" AC OVER 4" AB <br />STA 12+64 12' LT <br />INSTALL BLOW OFF <br />PER CAL WATER STD. <br />26 <br />24 <br />22 <br />20 <br />INV=1 S <br />18 <br />16 <br />U <br />tQ- <br />DW: <br />O W J O CR <br />00 W Cd M <br />+ 2`O + Uo <br />9+50 10+00 10+50 11+00 <br />r= <br />Go <br />o CCW' o Z <br />oDiigI yQ� <br />+ + �Z9N <br />O W W O ZUM <br />v~Qi x v~Qi ' 90 6 <br />ACCESS ROAD <br />SCALE: HORIZ. 1 "=30' <br />VERT. 1 "=3' <br />11+50 12+00 <br />x <br />U <br />00 z <br />oriI Z x <br />+ N <br />N <br />J <br />x N O <br />Q a�a 0 00 <br />N z(J�N <br />20.0' <br />N3 <br />10�, <br />PER <br />l� <br />N0. 62009 <br />EXP. 9/30/2007 <br />Z <br />Q <br />N <br />.. <br />O o <br />Z 6 <br />ao <br />Ud <br />N <br />COIL <br />W <br />tj N <br />u7i <br />U <br />vi <br />o <br />v <br />+ <br />Q <br />J <br />N <br />+ <br />J <br />9+50 10+00 10+50 11+00 <br />r= <br />Go <br />o CCW' o Z <br />oDiigI yQ� <br />+ + �Z9N <br />O W W O ZUM <br />v~Qi x v~Qi ' 90 6 <br />ACCESS ROAD <br />SCALE: HORIZ. 1 "=30' <br />VERT. 1 "=3' <br />11+50 12+00 <br />x <br />U <br />00 z <br />oriI Z x <br />+ N <br />N <br />J <br />x N O <br />Q a�a 0 00 <br />N z(J�N <br />20.0' <br />N3 <br />10�, <br />PER <br />l� <br />N0. 62009 <br />EXP. 9/30/2007 <br />a <br />Q <br />o <br />.. <br />EXIST. GR <br />AT CENTER <br />UND <br />LINE <br />-- <br />Q <br />W ... <br />o <br />W <br />0. <br />O <br />CO <br />to <br />UW <br />!-UJ <br />N <br />toO <br />Q <br />U <br />p <br />tu <br />WR <br />0F <br />°m <br />Q' <br />Oz <br />c <br />C u <br />� 0 <br />QW^ <br />V J <br />m <br />3 <br />4}Z <br />O <br />Q� <br />_ <br />W <br />MO <br />M� <br />Z <br />W <br />Z <br />t� <br />O <br />0 <br />m <br />U <br />W <br />O2N <br />PRO <br />SED <br />Z <br />W <br />O` <br />O <br />Q <br />1—Z <br />(nW <br />1-- <br />L)LdN <br />16 <br />LF 12" STORM DRAIN <br />O S=0. <br />R <br />000 <br />INV=20.3 <br />12" SD <br />� <br />W <br />.5 8" WAT <br />R <br />M <br />I <br />=18.33 80 <br />SS <br />9+50 10+00 10+50 11+00 <br />r= <br />Go <br />o CCW' o Z <br />oDiigI yQ� <br />+ + �Z9N <br />O W W O ZUM <br />v~Qi x v~Qi ' 90 6 <br />ACCESS ROAD <br />SCALE: HORIZ. 1 "=30' <br />VERT. 1 "=3' <br />11+50 12+00 <br />x <br />U <br />00 z <br />oriI Z x <br />+ N <br />N <br />J <br />x N O <br />Q a�a 0 00 <br />N z(J�N <br />20.0' <br />N3 <br />10�, <br />PER <br />l� <br />N0. 62009 <br />EXP. 9/30/2007 <br />Design <br />DMA <br />Check <br />AMC <br />Date <br />06/27/06 <br />Scale <br />11„ - 3f <br />' <br />Original Drawing Scale <br />10 36.1 is <br />L1111 I LJ_L.J <br />Sheet Number <br />5 Of 10 <br />Project File No. <br />05-112 <br />Z <br />N <br />U <br />Q <br />Z <br />O <br />CO <br />to <br />W <br />N <br />toO <br />Q <br />U <br />p <br />tu <br />0 <br />0 <br />°m <br />Q' <br />Oz <br />c <br />C u <br />� 0 <br />QW^ <br />V J <br />m <br />3 <br />4}Z <br />O <br />Q� <br />_ <br />W <br />MO <br />M� <br />Z <br />W <br />Z <br />t� <br />O <br />0 <br />m <br />U <br />W <br />O2N <br />Design <br />DMA <br />Check <br />AMC <br />Date <br />06/27/06 <br />Scale <br />11„ - 3f <br />' <br />Original Drawing Scale <br />10 36.1 is <br />L1111 I LJ_L.J <br />Sheet Number <br />5 Of 10 <br />Project File No. <br />05-112 <br />Z <br />N <br />O <br />Q <br />oY <br />O <br />O <br />q' <br />0 <br />O <br />O1- <br />w <br />O <br />(n <br />LOW <br />O <br />LLJ <br />I <br />z <br />V <br />M> <br />LLJ <br />00 <br />Q <br />Z <br />W <br />O` <br />O <br />Q <br />1—Z <br />(nW <br />1-- <br />L)LdN <br />— <br />000 <br />� <br />W <br />M <br />Design <br />DMA <br />Check <br />AMC <br />Date <br />06/27/06 <br />Scale <br />11„ - 3f <br />' <br />Original Drawing Scale <br />10 36.1 is <br />L1111 I LJ_L.J <br />Sheet Number <br />5 Of 10 <br />Project File No. <br />05-112 <br />