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r <br /> INOEx � of SHEETS COUNTY O F SAN J O A Q U I N - <br /> If '_'S YllNd <br /> SHEET NO. I TITLE PAGE � __ �P34, 03 ��y�I96 OTAL <br /> �I ��J4Y�_ i <br /> 2 PROFILE <br /> 1� a DEPARTMENT OF PUBLIC . WORKS COUNTY OF SAN JOAQUIN <br /> - = 3 CONSTRUCTION DETAIL 81 TYPICAL SECTION <br /> " 4 INTERSECTION DETAILS <br /> Cu �Se 7 1968 <br /> -5 cR€�ss SECTION S T O C K T O N , CALIFORNIA <br /> _s�C?" <br /> CHARLES 8. WOWG- R. 11988 <br /> Director of Public W Es. <br /> STANDARD PLANS <br /> Approved Fe6ruo— 27, 1968 <br /> D75 - 5 <br /> alor <br /> VERNON E LEHM4N Vice-Chairman <br /> Board of Supervisors <br /> Son Joaquin County <br /> COTTAGE AVENUE TO AUSTIN ROAD . <br /> TO BE SUPPLEMENTED BY STANDARD PLANS DATED NOVEMBER 1966 <br /> ' I = A. f' �,. <br /> l <br /> LOUISE AVENIUE <br /> MAIN �- �. L FRA c� SES � ,rt.ti BUILT <br /> ' 'EC `1 - 4 9 1 0 11 ! 12 E- 7 ` 8 9 S gY '�""► <br /> 7 RRECTION <br /> 6Z t3 to <br /> C <br /> I <br /> /S JEA -ir _ � - - - - - r O CHANGES <br /> a N <br /> �\ CRONES f a <br /> -� �� J u`� s I HIGHWAY Q0 �. �, buck SAN �u IEri li fr e �f TE <br /> % � <br /> U v <br /> ` DA <br /> + 18 17 ,. `� — 13 <br /> _ rob14 13 '��/ 14 1� �y <br /> U) 1S <br /> I elft i 11 <br /> TIN R7E - <br /> -- _ _ __ -- <br /> T1NRSE <br /> � '_`' �FARM 1 NGTt)ti ; <br /> �� J lr�hn <br /> 23 NorEh 19 20 Je 21 23 24 1 �9 20 21 <br /> �` 23 c� �t Z Q <br /> I ° _ > - t It iw r <br /> 6 ns 11 <br /> y <br /> y s, PaF 4 <br /> Jv ��a' --- - ---- -- ` Z -+ <br /> r ; ,- ARCH — LLE /� LEJOHN Ila <br /> X - l 36 <br /> � .�� 29 28 27 I flC� 25 �` 3��0 <br /> 2? ` 29 .� �[ tLLCE�i w I� y <br /> L f 2 'i �Y 28 26 25 30 I O I 29 _a 26 <br /> CW�4r c StiQi 9 <br /> wA�T MQ �A 5��� -vu-, �� CIS <br /> ... 4R J. _ <br /> S'1 <br /> SUNNY -{ N �� ,[�� � > <br /> �c wl d q --- - w --_ <br /> F^ c� X 5 �L L4 � 5 � ]I6 <br /> 7 i.J <br /> r, NAR.l.fr... � .. <It� � al i, li�l`f j1. i _32- Q .33 <br /> . �� N 50 0 33 34 35 36 31�oh 32 "•1 �, � iv <br /> �Os:,rA .� �' sT„ II lh �� G KNE " . �tiW�ti _ - ,6 <br /> z 3 yi r <br /> \ ._ 311.- ----- '�-------- �- `�- -+-_-__.-._.. At � <br /> z. <br /> LAI ... \ �' Oflf I! al \ CA FORNiA :' <br /> -rr (� � z F �I �''VERDCN� �, I n— <br /> O• <br /> 1 fllSryFlc7' �i•J. �;j\_ENG' � tPso 5 m ...� 3 1 2 �I' f 1_r r 6 5 4 �i�\\ / 2FARM5 1 w 6 $ I 4 <br /> U � 2 1,Cc, <br /> Ili <br /> SKIFF <br /> r---•-+-/-• a 12 <br /> u ,' V p?ER �Q 7 I_ �v g '' <br /> �9� 10 � it 12 Z 10 O�� ' 1 �� 7 EI g <br /> GENERAL NATES <br /> G_ _ -- a °°' �� �\ i wl � —ABBREVIATIONS <br /> JrBF iai5�--- TY�•- P i _.-��C � � +F----�, N ,.� r-. t DWLN__ J11' �. <br /> i 2C H HO 1` - - - ---- 1 <br /> _ { �� DODDS <br /> ati .A _ ° I.c �Q - - —� —_ -- --------- <br /> C1 <br /> T R/W = Right of Way <br /> � _ a e � DODDS '' g <br /> DESIGN DESCRIPTION a LIMITATIONS Lam_ = i ~ // <br /> �,' VELACt '',_ Y - A.C. Asphalt Concrete <br /> �- cr <br /> - - <br /> v�Ec - 1 3 '8 — I 17 al ,'� 16 15 � 14 k 13 a i8 iT —v�OGVE A <br /> PROJECT LOCATION = Aggregate Base <br /> Final grade shall conform to K, r . �C . O w <br /> sQu - y _ -- _ ` 1 S4� EDWt.R[ A. S. = Aggregate Subbase <br /> Oil notes shorn on the pians , R6E z n— - BRUT SW;CK "'+R7E`- -- - — (rr.P E. P. Existing Pavement <br /> and may be above or below <br /> t Tt <br /> g <br /> Approximate Center Line 22 . r<.. r - { 2 4 yii 9 I r 7 '— �' H Y--A TIS R8E K �> Pen. Tc Penetration Treatment <br /> Grade." Final grade shall ��� ' ' ail „ X21 -- <br /> 221 in 2' 19 20 LL2�N <br /> 1 22 23 24 19 <br /> , r 3;!, z I� NORTHL ND O 20 \ Q.G. Original Ground <br /> be parallel to the cels n a T z� Iz � �— Ln I 1T v g <br /> w LA , HROP z a � <br /> " 1 •`- �-' — rr--.-- ��_.__ n -i _..�� iJE TREE �1 � �' {' Tt �dik P. C.C. = Portland Cement Concrete <br /> (--� _„ r --- ;a ---- - __ADDroxlmate Center Line ,- --, � I <br /> JAMESON 1(--- - r=- — ---- F-i = C. P Concrete Pi <br /> Grade , with smooth transitions '” h pe <br /> �( � ST Igg BEGINNING OF PROJECTS o <br /> r E.S. C. P. Extra Strength Concrete Pipe <br /> at grade brooks and at -T;o" 1 SOU AN I w �Fv \ „n J r <br /> 27 — y -� _—, zs=, END OF PROJECT 9 z 28 27 �1 2s--� 25 '� 30 29 ' I 26 T <br /> balance points. '': STA. 2T7+34 r <br /> a _ W r - © -� - - W R. G.P. Reinforced Concrete Pipe <br /> Q� �LATHROp � 1�^4 -� �wcrH i 0 �� (Y I �UMWALT�IBLACKMORE Z Y �_MAGhv .�LiA D <br /> Earthwork to be balanced in E/'<�� �� �L_ a < STA 33 ♦3Q Q �___ -_ <br /> Q Ll".I ISE �`—�: �� -�' - �� a I i J �::U I $(r _ A ARTHUR Z G. M. P Corrugated Metal Pipe <br /> i1 -� _mak _- AYERS - -- Z <br /> , I (�~ r " LOU I S E i - w�(^ Z �� MA,+�N 1 .� G M.P.A. Corrugated Metal Pie Arch <br /> MAMEDA <br /> field between arrows. a.!�l AL31-.� ,:., 2Y-r 'e� l� 34 35 36 32� ELSHOLZ 34 fi BU== 1� 36 I cz �31�w iI m 33 m F. L. Flow Line <br /> 35 . 3 0. i ATLANTA Df <br /> _ N32 Q I <br /> ' rosEMirE + 33 3� ',1� 1 _ i'. f D. 1. = Dfop inlet <br /> �5 i1 `-� !MA-NTE('A ��C:Ek <br /> O \ STATE HIGHWAY ROUTE 120 \ al w'`` a <br /> - - 1-`J 7 M. H. Manhole <br /> z TIDEWATER 8 �OUTNERN R � G'; t S-Dr_ Side Drain <br /> I i z �I ( d S124S STATION z _ i � �tati <br /> _�._ <br /> o r—5 3 4 2 1 I, LEROY a ) O ! _.t____ - _ <br /> oEF5 1�� _ 3�q� M S -- — 5 0 4 �� 3 1 } II 6 X-Dr. Cross Drain <br /> 4r � 1� Ld U� c7-- ( 2: :- R Remove and Dispose <br /> �a t- g 1 m 1 I <br /> i ^_ 4' \ y� <br /> �TRR —Ati <br /> z; , --. _. ': Ll � � y R9S Remove and Salvage <br /> S.Y.O.H. Station Yards Overhaul <br /> S.D I. = Storm Drain Inlet <br /> PM.S. Plant Mixed Surfacing <br /> = Diameter <br /> �f = Center Line <br /> LAYOUT PLAN a PROJECT LOCATION MAP <br /> SCALE :. I = 1 ! MILE <br /> c eco ..- . ...-.... <br /> 1:L44 <br />