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3 t- <br />�X� �3�IN <br />ROADWAY PVMT <br />GRIND AC <br />RETENTION POND <br />OG <br />1. CURVE TABLE INFORMATION REFERS TO THE CENTERLINE OF RETENTION <br />POND. <br />2. STATION AND OFFSET INFORMATION REFERS TO THE CENTERLINE OF <br />RETENTION POND. <br />3. GROUTED ROCK WEIR SHALL MEET CALTRANS STANDARD SPECIFICATION <br />SECTION 72-3 CONCRETED -ROCK SLOPE PROTECTION. ROCK CLASS <br />SHALL BE FACING WITH 1 -INCH COMBINED AGGREGATE GRADINGS IN <br />THE CONCRETE, <br />POND <br />TL <br />I UTILITY <br />RETENTION POND <br />q CROSS SECTION <br />NTS <br />POND <br />UTILITY <br />POLE <br />EP <br />RETENTION POND <br />p CROSS SECTION <br />NTS <br />39.13' LT "L1" 66+82.65 <br />BEGIN RETENTION POND <br />EL 108.0 <br />39.20' LT "L1" 67+50 <br />INSTALL ROCK WEIR B <br />38.62' LT "L1" 68+50 <br />INSTALL ROCK WEIR <br />67 00 68+00 69 <br />LIMITS OF PROPOSED <br />ROADWAY WIDENING <br />100' &varies <br />S=0% 4••� 4. 1 5=0% 5=0% 4:� 4: 1 <br />S=0% <br />2' <br />GROUTED ROCK WEIR <br />(SEE NOTE 3) <br />RETENTION POND <br />LONGITUDINAL PROFILE <br />& ROCK WEIR DETAILS <br />C14 <br />CURVE TABLE <br />CURVE <br />RADIUS <br />LENGTH <br />ANGENT <br />DELTA <br />C12 <br />63 <br />75.76' <br />43.21' <br />685404" <br />C13 <br />132' <br />32.56' <br />16.36' <br />14'08 O5' <br />C14 <br />151 <br />28.92 <br />14.50' 11045832511 <br />38,14' LT "L1" 69+33 <br />108.1 <br />35.20' LT "L1" 71+OS <br />INSTALL ROCK WEIR <br />6" PVC PIPE <br />S=0% '•� <br />S=0% <br />GROUTED ROCK WEIR <br />(SEE NOTE 3) <br />PVC PIPE DETAIL <br />C S ROCK WEIR DETAILS <br />NTS <br />/ <br />PR R/W / / LIMIT OF ROADWAYPROPOSED <br />WIDENING <br />30.80' LT "S" 59+11 ' <br />END RETENTION POND <br />EL 105.5 <br />31.64' LT "S" 58+50 <br />g INSTALL ROCK WEIR <br />EL 104.6 <br />R/W <br />CENTER LINE <br />2.3 <br />9 34.08' LT "S" 57+57.87 <br />EL 105.7 R/W / <br />32.27 LT "S" 57+48 / <br />EL 105.7 <br />32.59' LT "S" 57+28.58 <br />% / <br />35.96 LT "S" 57+00.41 / / 12'-6" PVC PIPE <br />/ =4/ INV EL 102.3 <br />43.82' LT "S" 56+67.39 <br />02.3 <br />2.3 ;'/ <br />47.79' LT "S" 56+35.91 C13 <br />C 6" PVC PIPE <br />g 48.29' LT "S" 56+05 ILL 1U3,// <br />EL 106.0 / <br />49.87' LT "S" 55+61.40 <br />eB 54.38' LT "S" 55+47 <br />EL 103.2 <br />37.64' LT "L1" 72+64 / /o <br />� / <br />B INSTALL ROCK WEIR / / / ES 110/ <br />EL 103.7 / / p% / <br />Lc <br />34.46' LT "L1" 72+44.24 / <br />C1 IF <br />' j / <br />0 // j <br />- - - - - - - <br />_ <br />-- <br />I /�-------+- -- I - ---= --+-- <br />--+—= --- HP _ES+--------+� 74+00 75+00 76+00 <br />72+00 73+00 LAMMERS RD <br />__ _ ---- <br />— -- -- -- -- -- - -- -- -- -- -- --- <br />cn <br />COUNTY OF SAN JOAQUIN U <br />/ DEPARTMENT OF PUBLIC WORKS LL <br />/ APPROVED AS "ENCROACHMENT PERMIT PLAN SE <br />APPROVED FOR WORK WITHIN COUNTY RIGHT-OF-WAY ONLY <br />ACCEPTED: S <br />DATE <br />RCE NO.; EXP. DATE: <br />pill <br />ENCROACHMENT GATE <br />PERMIT NO.: ISSUED: <br />�mmm <br />II <br />m <br />ss w <br />S 3 Z <br />D <br />HEET <br />-1 <br />9 <br />OF 12 SHEETS <br />m <br />ss w <br />S 3 Z <br />D <br />HEET <br />-1 <br />9 <br />OF 12 SHEETS <br />D <br />HEET <br />-1 <br />9 <br />OF 12 SHEETS <br />