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WOOT91 <br />164 <br />io <br />160 <br />Wool <br />156 <br />154 <br />152 <br />150 <br />146 <br />r\ <br />lIN 15, ,l <br />PVI STA = 4J+45.46 <br />PV► EL = 159.54 <br />�21 <br />rn <br />:5i <br />PROFILE <br />HORIZONTAL: 1" = 20' <br />VERTICAL: 1" = 2' <br />Q <br />0 <br />119110 <br />164 <br />162 <br />160 <br />158 <br />156 <br />154 <br />152 <br />150 <br />42+00 43+00 44+00 45+00 46+00 47+00 <br />NOTE: <br />THE LOCATIONS OF EXISTING UTILITIES SHOWN ON <br />THESE PLANS ARE APPROXIMATE. THE CONTRACTOR <br />SHALL FIELD VERIFY EXISTING CONDITIONS AND <br />1 LOCATIONS PRIOR TO BEGINNING CONSTRUCTION <br />1" <br />CONSTRUCTION NOTES <br />EXIST DW I S1 SAWCUT & CONFORM TO EXIST AC <br />S2 DAYLIGHT LINE/GRADING LIMITS <br />....,� F F J J J S3 ADJUST UTILITY TO GRADE <br />J J W J J J J J J J J J J J <br />0o Q o 0 o Q ON r, � cm o o APN 253-130-19 0 0 1 o0 00 S4 GRADE SWALE - SEE SWALE DETAILS, SHEET C-4 O V� N 00 N N N N �'? � rt') (n <br />LANDS OF v co a: o 0 <br />N N W V' co V MI V M N ON N N lV co M <br />o Q o Q m W v F- co LL LL c aol< M W o ,Q cl c� Q TRACY MATERIAL RECOVERY INC. o o Q L W rn o r+i, S5 CONFORM TO EXIST GRADE <br />O W O W V> (0 Z M Z N V' W O (0 1 W V> co W O W O W N N W > <br />m (o m L6 n co 0 (o O +1 o � s+.,'' o >'o c6 2E of cif m °' :N o c6 > v M x N o r' � co o > 6 Ln 61 S7 CONSTRUCT AC DRIVEWAY SIMILAR TO COUNTY <br />+ W o + W d U o Y n M o rn N ;m ^ Ln Y N In m rn +° N+ °� �? 1+ U + + 0 ' OF SAN JOAQUIN STANDARD DRAWING R 17. <br />l) + N + ,+ + + + +U + + + <br />n co o v (0 "t 4 (fl - —;u.) r (,ln v t Ln "r In v (> In n v U t ;LL C� <br />o M o M O o M o v rn v rn v w v ao O° C° °O �' _° o 0 0 CONFORM TO EXIST WIDTH. <br />N M N r- M D7 M W M W M M O W W W W <br />`�<c� vQ� �?� VJ vQ��zr �U z� a� z Q� U RLPINV R5 QQQ� �o� Qo QzLL <br />Q Q Q CJ� Q O� Q>> Q d U� Q Q Q i� Q Q p� QQ� <br />W d F Z J F "> J O C F Z 0- O' W F r'J F W d d z d ♦— <br />cn (D LL U) O CO m W U) Q LL cn CO LL m U LLI m W W m U W cn (3 L (0 m W m (D W (n W W m (D IOiW W L' ?E C)Ag , c~n w W 0 LL o lm � U) w w ((0 OU w P2 PRESERVE SIGN <br />P3 PRESERVE STORM DRAIN <br />;P�" �3h'lB�iLl�E (;�)"')...,: lr�L „';�at9rVl "°Lt'1 ., r <br />C)S1 S7 PRESERVE POWER POLE <br />R;V4 i <br />" P4 <br />EXISTDW P6 PRESERVE TREES <br />1 <br />U P2 ' D1 REMOVE EXIST STORM DRAIN MANHOLE AND <br />F-- S2 S4 P6 S4 P4 FL 15697t P3 P6 P6 S2 P6 SS INSTALL DROP INLET SIMILAR TO CALTRANS TYPE <br />W / CQ W GI DRAINAGE INLET AND MODIFY FOR V-NOTCH <br />SIDE OPENINGS N & S .SIDE OPENING - 157.38. <br />W GRADE BREAK: - L6 W <br />c o - _ <br />155.35. CONTRACTOR <br />TOP OF GRATE 158 88 INV <br />115Z �. (N 4G t = SHALL VERIFY INVERTS, V-NOTCHES TO HAVE 1:1 <br />._t.....F...-t- -.t...�... F--. .e-... t..... .c .-- v ' R/VV SIDES. SEE DETAIL E, SHEET C-4. <br />W ---LL <br />GRAD R A GRADE E K. G <br />,.: _ w LEGEND <br />(I) E E OF PAVEMENT (n <br />N ROADWAY RECONSTRUCTION - SEE <br />N 'Ncfl R3 ( SHEET C-3 FOR TYPICAL SECTIONS AND <br />O <br />00 42+50 43+00 + + 4+ T N 5 4 4 0 47 FURTHER DETAILS <br />N t. 5 <br />�} LID� :� I\ ASPHALT CONCRETE OVERLAY -SEE <br />V N L0 ''�, <br />` �' SHEET C-3 FOR TYPICAL SECTIONS AND <br />Q � o 0 <br />FURTHER DETAILS <br />E E OF PAVEMENT <br />14 <br />GRADE BR AK ASPHALT CONCRETE CONFORM SEE <br />56 . 57 ... ... 159. SHEET C-4 FOR FURTHER <br />W .. ,. .. .. 'r • '. �. DETAIL A S <br />R/W DETAILS <br />z P/W <br />J J :,+.:Y-, ;'..`-i " ; : ROADWAY SHOULDER - SEE SHEET C-3 <br />99S2 S4 D1 P3 S4 =,;;:..`�; FOR TYPICAL SECTIONS AND FURTHER j, / <br />DETAILS <br />U <br />G 0 Qa ozi P 75 <br />G <br />I- <br />J <br />z <br />O <br />W <br />Q o <br />Sy r> <br />U n <br />W Q N <br />( o <br />? In <br />ILI) (0 <br />Q W <br />Y <br />Y <br />Q o <br />oo� <br />Q <br />v'Sp <br />vw <br />vw <br />fr m (0 L0 <br />m V <br /><Q U V <br />m N V <br />m M <br />00 <br />W o N <br />m ° vQ <br />W r CO <br />n ��06 <br />O Q 0 <br />Z vQ <br />W N c+1 <br />"t0Lin <br />W <br />a� QQr <br />a <br />QQ� <br />QQ� <br />�J F�(� <br />FZ <br />W F <br />2 J Fes() <br />0 LL (o <br />(D LL (noc� <br />W m U)0 <br />LL (n <br />(7 LL <br />C) 20 0 20 <br />z SCALE : 1 " = 20' <br />o �W F <br />W J <br />APN 253-200-07 U) Q o <br />LANDS OF <br />Q Q CO <br />CO <br />VINK BROTHERS AGP <br />it <br />Y <br />Y <br />�Wo <br />C)w <br />0w <br />N <br />O <br />+ <br />(0 <br />+ <br />U <br />m r- (0 <br />Lu (o t <br />m <br />W <br />v<z <br />von <br />Q0(D <br />QQ <br />QQ� <br />FZ <br />W F- <br />F�C7 <br />(n <br />W m U) <br />(D LL (n <br />O LL <br />PLAN <br />SCALE: 1" = 20' <br />CURVE AND LIME TABLE <br />Number <br />Length <br />Radius <br />Delta <br />Line/Chord Direction <br />C3 <br />40,14 <br />25.00 <br />91.9902 <br />N45' 59' 42.38"W <br />C4 <br />48.79 <br />60.00 <br />46.5885 <br />N23` 17' 39.25"E <br />C5 <br />6-50 <br />8.01 <br />46.5220 <br />N60" 25' 26.03"W <br />L4 <br />4.90 <br />S88° 00' 35.24"W <br />L5 <br />39.17 <br />NO` 00' 00.00"E <br />L6 <br />47.79 <br />NO' 00' 00.00"E <br />ENGINEERING <br />US S mm Avenue <br />Suite C <br />San a Rm Ca 95404 <br />TeL. (707) 544-0784 <br />Fat (707) 544-0866 <br />Q Copyright 2012 <br />��O OoFESS/av,q� <br />Is - <br />No. 30888 <br />EXP. 3-31-14 <br />C / V <br />of CA\-\FO <br />0 <br />0 <br />+ <br />Q <br />U) <br />0 <br />F_ <br />0 <br />0 <br />N <br />V / <br />(/) <br />Z <br />' <br />W <br />\Uj / <br />W <br />wE <br />J <br />> <br />LL <br />0. <br />D <br />0 <br />L.L <br />n <br />L� <br />Q <br />` ' <br />Z <br />(3) <br />Q <br />Q <br />=OU <br />Z <br />U) <br />>: <br />Q <br />J <br />Q <br />r-�Q�// <br />U <br />n <br />Q <br />L.L <br />Submittal / Revision: <br />1 <br />3 <br />0 <br />zt <br />0 <br />Job No: 06-1262 <br />Drawn By: SGH <br />Checked By: DS <br />Date: 2012-09-04 <br />Sheet Number <br />C-11 <br />11 of 19 <br />Q2\20 - MacArthur Drive Improvements\Civil\C7 - C12, C15 - C16, C19. dwg, <br />C-1 9/27/ 2 2.5220 PM <br />