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00 <br />00 <br />0 <br />V+ <br />W <br />E <br />I mW <br />U <br />h <br />N <br />? <br />N <br />U <br />$aC4tcog <br />o$nQ <br />W <br />o <br />=HP <br />ELEV = 62.50 <br />+ <br />U <br />+ <br />v+ <br />HP STA = 43+14.20 <br />'T <br />n <br />rn <br />0- PVI ELEV = 63.00 <br />00 <br />11 <br />PVI STA = 43+ 14.20 <br />A = -2.00 <br />K = 10000 <br />W <br />E <br />I mW <br />U <br />O <br />N <br />N <br />0+ <br />� <br />W <br />+ <br />+ <br />U <br />p <br />$ <br />NU <br />to d <br />to U <br />NeN <br />^ <br />� <br />00 <br />11 <br />O <br />� W <br />rn <br />� U <br />64 <br />PROPOSED EDGE OF PAVEMENT PROFILE .00' PROPOSED EDGE OF PAVEMENT PROFLE <br />62 \ <br />FLAT \ ! HISTORIC HIGH WAVER .0007 <br />6O \\ _ EtPVA7TON t 58.fl <br />�_ -- <br />— -- - — - — T — — — — — — — — —,— — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ <br />58 T <br />-TYPICAL- WEST ANEAST 11P/Ggt WEST -AND EAST — - <br />- <br />S/DE OF R04DWAY I I SIDE OF RQ OWAY IXIST/NG GROUND AT CENTERLINE <br />56 <br />sus o 5s.2o (2) 76 LF' 12�� STORMS .003 <br />i7D �, �, <br />iiF K5520 (2) 76 LF 12" STORM S=. 103 5s.zo ss. <br />_�na1 �M <br />54, <br />12 SO k a <br />W W <br />52 a. Bw <br />a <br />50 N� + +Iz <br />o <br />NN �N •� <br />48PROR <br />N <br />46 <br />1 1& <br />ac <br />ac <br />v; <br />64 <br />62 <br />60 <br />\58 <br />56 <br />54 <br />52 <br />50 <br />48 <br />SCALE <br />K 46 <br />E <br />I mW <br />O <br />N <br />N <br />0+ <br />UQ <br />+ <br />+ <br />to <br />to <br />0 to x <br />U to W <br />to d <br />to U <br />ac <br />ac <br />v; <br />64 <br />62 <br />60 <br />\58 <br />56 <br />54 <br />52 <br />50 <br />48 <br />SCALE <br />K 46 <br />33+00 <br />j <br />AJ Z 10' PUE <br />-8 £ <br />Qy <br />W `^ X 8 R n 93 8 <br />O v — -- <br />O �0PUE — <br />DRAINAGE DITCH, 7YP B07H <br />SIDES OF ROADWAY (SEE <br />STREET SEC77ONS SHEET 3) <br />J'F-ruu JJtuu Joi-uu J/+uu <br />Ju+uv Jy+uu <br />40+00 41+00 4Z+00 43+00 44+00 45+00 46+00 <br />NOTE: <br />ALL GRADES SHOWN ARE TO BASED ON EDGE OF PAVEMENT. <br />TEMPLE CREEK <br />PRE CAST CONCRETE CULVERT BY <br />OTHERS SEE 'TEMPLE CREEK <br />CULVERT AT CONCORD AVENUE" I <br />PLANS PREPARED BY BRIDGE7EK <br />CALIFORNIA. I l I I <br />47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 <br />I <br />Z <br />SCALE 1" = 80' <br />— — — — I I — — — — — — — — — — — — — — — — — — <br />113 LF METAL BEAM GUARD RAILING PER 10 PUE <br />CALTRANS $7D A77A (TERM/NAL SYSTEM <br />SEE SHEEN 11 FOR I I ,�y� I WITH 3' FMD OFFSET, EACH SIDE PER <br />EMBANKMENT DETAILS "' CALTRANS STD A77L) 807H SIDES SEE <br />DETAILS (SHEET 10) <br />TEMPLE CREEK <br />CONCORD AVENUE <br />(STA 33+50.00 -END) <br />SYS7EM WITH 3' OFFSET PER <br />CALTRANS STD A77L <br />SEcnONA-A <br />NOT 70 SCALE <br />10' PUE <br />—c— - <br />8 <br />56+00 <br />WILDW00D ROAD <br />(IXlS7/NG STREET) <br />40' <br />z-20 <br />T- <br />r- <br />11111' 1 <br />SAWCUT AND M47CH- <br />IX/S77NG PAVEMENT <br />— — PER --COU&& SM; <br />8 8 8 <br />I <br />'I. <br />� I <br />WILDWOOD ROAD <br />(EXISTING S7REET) <br />8 ' <br />COPYRIGHTO 2008 MCR ENGINEERING I <br />E <br />I mW <br />co <br />od <br />Lo <br />n <br />ao <br />'o <br />n <br />aD <br />U, <br />to <br />06 <br />Lo <br />ro <br />00 <br />in <br />co <br />to <br />n <br />00 <br />N <br />n <br />06 <br />N <br />n <br />06 <br />In <br />n <br />aD <br />In <br />n <br />ro <br />N <br />ro <br />a0 <br />N <br />00 <br />a0 <br />to <br />00 <br />ao <br />N <br />rn <br />00 <br />Lo <br />o <br />Oi <br />N <br />– <br />0; <br />N <br />a <br />0i <br />N <br />n <br />ai <br />N <br />o <br />ao <br />to <br />0 <br />ai <br />to <br />M <br />0i <br />In <br />N <br />0+ <br />iA <br />of <br />to <br />rn <br />00 <br />N <br />0) <br />00 <br />N <br />rn <br />a0 <br />N <br />o <br />0i <br />N <br />0 <br />0; <br />N <br />0 <br />W <br />N <br />o <br />0; <br />N <br />rn <br />00 <br />to <br />rn <br />aD <br />� <br />rn <br />aD <br />� <br />ro <br />aD <br />N <br />0 <br />aD <br />N <br />n <br />aD <br />n <br />ap <br />u7 <br />w <br />a0 <br />N <br />to <br />a0 <br />N <br />N <br />ao <br />N <br />to <br />aD <br />in <br />to <br />to <br />N <br />� <br />ac <br />N <br />a <br />pp <br />iA <br />n <br />' <br />r- <br />I� <br />0 <br />33+00 <br />j <br />AJ Z 10' PUE <br />-8 £ <br />Qy <br />W `^ X 8 R n 93 8 <br />O v — -- <br />O �0PUE — <br />DRAINAGE DITCH, 7YP B07H <br />SIDES OF ROADWAY (SEE <br />STREET SEC77ONS SHEET 3) <br />J'F-ruu JJtuu Joi-uu J/+uu <br />Ju+uv Jy+uu <br />40+00 41+00 4Z+00 43+00 44+00 45+00 46+00 <br />NOTE: <br />ALL GRADES SHOWN ARE TO BASED ON EDGE OF PAVEMENT. <br />TEMPLE CREEK <br />PRE CAST CONCRETE CULVERT BY <br />OTHERS SEE 'TEMPLE CREEK <br />CULVERT AT CONCORD AVENUE" I <br />PLANS PREPARED BY BRIDGE7EK <br />CALIFORNIA. I l I I <br />47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 <br />I <br />Z <br />SCALE 1" = 80' <br />— — — — I I — — — — — — — — — — — — — — — — — — <br />113 LF METAL BEAM GUARD RAILING PER 10 PUE <br />CALTRANS $7D A77A (TERM/NAL SYSTEM <br />SEE SHEEN 11 FOR I I ,�y� I WITH 3' FMD OFFSET, EACH SIDE PER <br />EMBANKMENT DETAILS "' CALTRANS STD A77L) 807H SIDES SEE <br />DETAILS (SHEET 10) <br />TEMPLE CREEK <br />CONCORD AVENUE <br />(STA 33+50.00 -END) <br />SYS7EM WITH 3' OFFSET PER <br />CALTRANS STD A77L <br />SEcnONA-A <br />NOT 70 SCALE <br />10' PUE <br />—c— - <br />8 <br />56+00 <br />WILDW00D ROAD <br />(IXlS7/NG STREET) <br />40' <br />z-20 <br />T- <br />r- <br />11111' 1 <br />SAWCUT AND M47CH- <br />IX/S77NG PAVEMENT <br />— — PER --COU&& SM; <br />8 8 8 <br />I <br />'I. <br />� I <br />WILDWOOD ROAD <br />(EXISTING S7REET) <br />8 ' <br />COPYRIGHTO 2008 MCR ENGINEERING I <br />Q <br />W = <br />ZW Z <br />> p� cc <br />a8 0 <br />D <br />�+ O <br />v <br />D <br />o � <br />(a) U) 3 <br />SHEET <br />8 <br />OF 21 SHEETS <br />�nnnnn <br />Q <br />W = <br />ZW Z <br />> p� cc <br />a8 0 <br />D <br />�+ O <br />v <br />D <br />o � <br />(a) U) 3 <br />SHEET <br />8 <br />OF 21 SHEETS <br />