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X-SJ-FAS 906 (3) <br /> WEST LANE <br /> FED.ROAD STATE PROJECT NQ FISCAL SHEET TOTAL <br /> DIV. NO. YEAR NO SHEETS <br /> 7 CALIF. S-906(3) 196'4 16 34 <br /> O COUNTY OF, SAN JOAQUIN <br /> 45 Porobo✓ic Curve of <br /> COUNTY ROAD COM MI ONER <br /> � /5 Flare CIVIL ENGINEER LICENSE{ NO. 7077 <br /> Q1 <br /> Povemen t Edge 110/ace Ev oansion ,Joints of /0, /0It /0 /0 5' .. STATE OF C L ORNIA <br /> Beginning 0 End of Radius. .� Bose Line � <br /> N 0.15' 059 1.33, 2.37 300 CO) ISTRICT E (NEER, DISTRICT X <br /> .% APPROVED MAY _ 11 1964 <br /> >—T YPE A 2-6 CurbTYPE <br /> A 2-6 Curb 2.5 R � � C.E LICENSE N0. 6522 <br /> CITY & CO NTY PROJECTS ENGINEER <br /> poop <br /> ' TYPE A2-6 Curb <br /> to <br /> !� Constructian <br /> A N <br /> ,o <br /> O./6, 0.62 ' 1.41' 2.50' <br /> NO TE <br /> Gose Lime L=Odstonce lo 9 Illo� of Rood <br /> Pavement Edge <br /> 12.5 I2.5 12.5 12.5 12.5 /2 45' Hammer Lone <br /> 601 <br /> /2.5 /2.5 5 60worn. Rood <br /> 60' Bionchi Rood <br /> 50 Parabolic Curve 50 Transition- 50' Fbrobo/ie Corm <br /> I)•Length Locot�on <br /> See �I/ote <br /> er See Note <br /> l50 ;op M N :0501 Socdh of Bianchi Rd. <br /> 200 Storage Lone L 450 Nor•> <br /> 9 ��0, So h cd' Bronchi Rd. <br /> W* Of Swan Rd. <br /> 460 /North of Swain Rd. <br /> 450 Sou* of Hammer Ln. <br /> TYPICAL MEDIAN DET Q: Nom dH4MM.rLn. <br /> AIL 9.. we& Of w.Lvtm a7l y�*,.- <br /> 9ost ar'' WLatie o1/youth <br /> ATINTERSECTIONS <br /> CLEARING 8c GRUBBING REMOVE P C.C. STRUCTURES CONCRETE CURBING DRIVEWAYS PLACING A.C. MI <br /> � SC AREAS STERILIZING SOIL <br /> STA. 75+00 to STA. 183+ 30 APPROXIMATE QUANTITIES TYPE A2-6 (0.12* A.C. over 0.33' A.B.) <br /> STA DESCRIPTION LOC. G.Y. LOCATION L. F. 16 eQ, <br /> 105 + 35 HaoAV1611g It 4 Bianchi d Intersection 3,630 LOCATION SQ. YDS. LOCATION SQ. YDS. <br /> ' Fro:ntage Rd 3,250 Bianchi Rd Int¢rsecfion-Mediang� 2780 Bianchi Rd. Intersection-Medians 2 780 <br /> FINISHING ROADWAY 145+ 10 ro Driveway Lt 2 Hammer Ln 11 , ,g 5O Swain Rd 11 2400 Frr +age Rd 2400 <br /> STA..75+ 00 to STA. 183 + 30 145 +10 11 DrivewayLt 3 q FIELD ENTRANCES Hommee Ln 11 -- 11 <br /> Fronta ¢ Rd i1 Island 3 25 2280 Hammer Ln n 2280 <br /> 148+05 Box Culy Hdwlle, Lt 13 (Connlltictton) Frontage Rd Island 470 Frontage Rd Island 470 <br /> ( Penetration Treatment over 0.33 A.B.) <br /> TOTAL 11,075 (annectio') (connection) <br /> 161 + 1 I rri q . Structures Lt 12 <br /> 166+�0 Ndwlls Lt I 10 ea. <br /> ROAD INTERSECTIONS . 166+�5 Hd w <br /> Is Rt I I PLA TOTAL_ 7930 Sq.Yds. TOTAL_ 7930 SQ.Yds. <br /> MIN. PAP. <br /> I73466 Box W4 Winqwlls Lt ? CNG A.C. DIKES <br /> 1?4+cam Bo x Cu Iv 4 Wirt wl Is Lt ? (OSTYPE ASTA. ROAD TON-AS — AB — ADC..— ASPH. 9 } <br /> 78+00 McAIlen -- B5 27 2, ' METAL MARKERS <br /> (as directed by Engineer) (as directed b En <br /> 87+58. B Ianc h 1 369 303 131 8, y Engineer ) <br /> ) <br /> 137+86 Frontage 287 302 66 � TOTAL. 50 LOCATION L. F. TYPE QUANTITY <br /> I68+66 Frontage Mc Allen Rd Intersection t00 Guide <br /> (Connection) 736 362 I?3 .10 L Bianchi Rd 00 DROP INLETS <br /> BENCH MARKS <br /> I74+50 Hammer 922 602 2.16 13 Rd 100 F S? • <br /> 75+00 Transition 348 108 6 Hammer Ln 2,00 G TYPE O.C.P. with STEEL COVER <br /> 26 B. M.'5 established during preliminary <br /> 179+00 Transition --� 359 1.16 ? - CULVERTS I=ronta►q¢ Rd 11 200 K I'0 - � ¢n in¢erin will be void b Utilit Compaq <br /> 73+50 It Hammer -�- 2.82. 91 5 o B ¢a. :. . _ 9 9 y y P <br /> �Connectio�n) H <br /> ° °9¢ D.: != !,-= J Sta. 138+50 to 148 +00 950Culvert: �` and Property Owner's removal of obstruction <br /> 86+00 Lane --- 2.82. 91 5 , _ ' _ <br /> prior to con5trucfion. B. M.'s of a permanent <br /> - — — 0.: � � — ti' v � v J F Na#+Ia: Place at locations Shown an the plans. <br /> TOTAL 2314- 2 925- 1019~60 a: x CE — . • D x }' D W � TOTAL 1650 <br /> > J co J J W Y v 26 nature are to be resef by Engineer�nq Dept. <br /> I� �� r<j NCV V to m <br /> TOTAL 125 See Engineer for correct data. <br /> CLASS A CONCRETE <br /> MINOR STRUCTURES) 950 207 15 3 Mote: Install at locations shown on plans. AS BUILT <br /> 2 <br /> 3 0 104 ?8 CORRECTIONS BY__,___ <br /> STA. DESCRIPTION LOC. G.Y. I f L 1 2.3 8 8 12 E. S. C. P. . <br /> 161 +01 Out Lei Structure Lt 12. � ( SIDE DRAINS ) Urn <br /> NO CHANGES .- <br /> Structure 1IIlA1CAIATTC} ! MATE ' '' -_6 _ <br /> Ej I +O ( Sir i � REFERENCE COUNTY' OF SAN JOAQu1N <br /> I Inlet Structure Rt 8 C uIvi*rts Ex. 434 BkfII. 31'9'- LOCATION C.Y. DEPARTMENT OF Pt16LIQ WORKS <br /> 624 L . F -- <br /> - Westane <br /> Hammer Lane 24'23 CONSTRUCTION <br /> TOTAL 20 F�-onfaga Road '925 <br /> NOTES & DETAILS <br /> Note: Poce at locations shown on plans. Note: Place at loeation5 shown on plans. Total 31,009 _ DRAWN: APPROVED DATE Ai <br /> _-- _ P. HARDIN DEG 1 63 <br /> NU DATE+ DESCRIPTION A -PRD. - R.E. 7 DRAWING Iv O. <br /> SCALE: L. H. ERADLEY .E: 7U77 <br /> REVISIONS AS NOTED DIRECTOR OF PUNLIC WORKS <br />