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M571 - M589
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Entry Properties
Last modified
12/2/2024 1:02:35 PM
Creation date
11/27/2024 3:49:09 PM
Metadata
Fields
Template:
Large Plans - LP
Project
Improvement Plans for MacArthur Drive
Limits
Tracy Material Recovery and Transfer Station Expansion
Year
2013
Project Engineer
Alex Chetley
Roads Worked
MacArthur Drive
Red Lines
No
Supplemental fields
Classification
Improvement Plans
Cross Ref
M571 - M589
Type
Improvement Plan
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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 />
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