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011 <br /> ■w 1N ■/�■ }��w i ■/�■ i T THORNTON ROAD <br /> COV <br /> COUNTY T Y �„J ♦ SAN a/ OAQ V I N ROAO INDEX N�E YEAtf OWIT fOTA7 <br /> _ INDEX OF SHEETS <br /> x <br /> SHEET NO I TITLE PAGE <br /> ..SHEET NO 2 TYPICAL SECTIONDEPARTMENT <br /> PUBLIC <br /> � � R � �SHEET NO. 3-5 PROFILE F �QUNTV OF SAN ,ro.m,c�vlry <br /> SHEET NO. 6 INTERSECTION DETAILS Smit Md✓ �-...�196e <br /> SHEET NO. 6 CONSTRUCTION NOTES S DETAILS t� <br /> SHEET NO. 7 TRAFFIC COUNTING STATION S TOCKTON , CALIFORNIA CHARLES B. WONG E 119138 <br /> Director of Pe► c Works <br /> LAYOUT PLAN & PROJECT LOCATION MAP Approved - 196egod <br /> n <br /> Cf_ — <br /> 1_OREN W. POWELL Chairman <br /> Board'on 'of Su o opt <br /> uin County <br /> e <br /> w <br /> ,' .. 3 <br /> ( WALNUT GROVE ROAD TO BARBER ROAD ) <br /> M ' - <br /> i <br /> TOTAL LENGTH 1 . 52 MILES <br /> AS BUILT <br /> G G CORRECTIONS BY 4n <br /> TO BE SUPPLEMENTED BY STANDARD PLANS DATED NOVEMBER 1966 NO CHANGES <br /> - _ DATE <br /> END OF PROJECT <br /> N <br /> STA . 7.7 + 00 . <br /> E-E D D X-C B-B ' <br /> I-1 H-H G-G F-F <br /> y r,, 7 S R <br /> F„ <br /> . ABBREVIATIONS-- <br /> � 30 29 aEk90 rERA <br /> -_ - -i==- as BEGINNING OF PROJECT 1 �� <br /> _BARBER _ f <br /> - - J my R/W = Right of Way <br /> i <br /> ! �y 31 32 33 STN = <br /> 0 + 00 ILL = I,o 31 32 A. C. = Asphalt Concrete <br /> - z A. 8. ■ Aggregate Base <br /> I <br /> Q Z <br /> NEW HOPE llry i r` c �� — ---i -.,� A.S. a Aggregate Subbase <br /> a"F`ER _ _ -< SLI j BE PTY <br /> WALNUT GROVE �___ � 2 1 6 5 FOREST LAKE' ` 9 � �� BARRON E. P. Existing Povoment <br /> -- <br /> -- - - 6 - --. q�_T__3 �' y �i 6 �0 5 Pen Tr. = Penetration Tnote►ea! <br /> �� �foaE5r y <br /> A m � .�� THORtiT(IN --=_� COiLiER 5,0 a Ground <br /> 0 B Original Gr nd <br /> -}--- - � � • Q C Portland Cement Concrete <br /> f <br /> 1,• lYp �` _N . ICf',_in,�YRPit 1 ? i C. P. = Concrete Pipe <br /> Lo <br /> r o <br /> 7 t3 9 l0 2G I I l <br /> t0 ��'ant ' 9 ti ��� ?or 8 1 E &G.P. • Extra Strength Concrete Pike <br /> GROVE �nrn� r J z '�ahtAt �Cr R.C.P. = Reinforced Concrete Pipe <br /> JAHANT gir," h - <br /> J C.M.P. • Corrugated Metol Pipe <br /> C.M.P.A. = Corrugated Metal Pie AreA <br /> FAIR-- <br /> 1.6 <br /> AIRE AME 1 ll g p <br /> r q : 8 ]7 ' 1 "Ii 15 �o 3 -' 8 1J 17 <br /> 6 1514 13 z Gil �� a F. L. • Flow Line <br /> .� �ml o .LL I� <br /> D.1. = Drop inlet <br /> l T4N 5 T pt �T1 _ <br /> STA/'TEN Pi=LTER ` -T -- �� x! <br /> `- <br /> - --� - -- — ��----Tr-- I �m v M.H. Manhole <br /> ,o T ( I T4N R6E I I" J <br /> r 1 ADDEI11 z iQ u, 4 S-Dr. • Side Drain <br /> o 21 22 -_—�V 24 19 20 > 24� 19 �Or to i X- Dr, _ <br /> CANAL RANCH w z z <br /> z I z ti MOSLEY ,', NI� 21- ROOE�? S�r I I n.eveaT Z w - Cross Drain <br /> ACAMPO o s, _ <<, .wY R& D Remove and Dispose w <br /> P U1 --1� <br /> ]Icr <br /> Q Ir QI� ACAM PJ ,1C 1�iP0 p '1 Z RG S Remove end Salvage <br /> y <br /> „ , I{ z ��T— -- S' a zl > S.Y.O.H. • Station Yards Overhaul <br /> 27 2 16 25 30 29 n 28 - 27 26 25 30 0 <br /> .+ �I I ri = flOUGMER� S.D.I. Storm brain Mlet <br /> I SL�'ANQ � Ham_ P_.M.S. = Plant Mixed Surfacing <br /> O L IDG <br /> -- - - - <br /> -- — -- _ 0 = -= Diameter <br /> z R E <br /> L <br /> r W DB <br /> BRA " K WOOD R I ^G E_ O �ucAs�� � a � iuem Ct .a Sart e08 G` • Center Line f <br /> � - I ++�� <br /> ASO h 34 3 3 �� 31 32 I 3 3 ;' ;aV- 6 3 b 32 <br /> Exc. Roadway Excavation < - <br /> ,�' F� P <br /> R Embankment <br /> ocpdWaY <br /> TU R!d C t`t to <br /> THORNTON ROAD <br /> SCALE : I'� = I MILE <br /> Prcje:t Er er Date Associate Engineer Date Aezro5l.Aeccmmended By Date - <br /> g <br /> e.� y / '�. <br />