Laserfiche WebLink
Adis <br /> LV <br /> AUSTIN ROAD ) <br /> INDEX OF SHEETS COUNTY OF SAN J O A Q U I N r -�= <br /> ti 62 033-35 '..._ 1964 I 4 ffi <br /> SHEET NO. I TITLE PAGE <br /> SHEET NO. 2-4 PROFILE SHEETS <br /> DEPARTMEwRr of HIGHWAYS <br /> �Ilbrr+ EsE A�/Y�/ Egr S- <br /> STO CKTON, CA LI FO- RN IA <br /> I <br /> I <br /> YEF?NON t. LEHMIAN, Cj,,, ar <br /> - Soars c_ ,,pc rvisors <br /> i <br /> r <br /> f <br /> i <br /> i! <br /> r <br /> ...- . _. .- - ♦ _.—_. _._ - - .�.: _ _tea.. .....�«:. _-:_. ... .. +�" -__.: -- <br /> r C <br /> W _ rr' n it' ll <br /> 'A a 414 <br /> " a > t+" Wr 4 $ +, m m TO <br /> C07 TACEJL� AVENUE ROAD NO. v <br /> e R AN0. 7'Y ` ' COTTAGE ROAD NO 317 ROAD NO 4D a <br /> _971 <br /> O N N <br /> a � �-f <br /> (A , UJ I, N <br /> ,,/!� J� N 3 �{ m -tel i <br /> a' ___ w o. n <br /> ACRE <br /> Z <br /> L C ]3 t• �m � 1 i � x A <br /> i <br /> a < <br /> Q <br /> y nr tic �� <br /> to m <br /> ylL ' i <br /> n p N <br /> i <br /> to <br /> 1, <br /> p <br /> TA ____.___. - d . .__.._. _ J __ . . . __ .._. .N.._..- -- '- <br /> . i > <br /> - _�I �- _ ----- - -- --- -- ----- i y� —ABBREVIATIONS— <br /> LEGEND o <br /> _.- _- <br /> A z m R/W Right of Way <br /> 9 9 ' 1 m4u <br /> �1 I A.G. = asphDAsphaltConcrete <br /> TYPE GRADE DESCRIPTION A. B. = aggregate ea <br /> A Shofl confarm to design rade. m --y_--- - ---- _ --- -- `-- n <br /> B - May be above design grade. Tom` END OF ROJECT = A. S. aggregate suDDaa <br /> - -- --- — U <br /> NOTE Traffic will! be ermined to -STS- t3�+ 77 E P Existing Pavement <br /> p design g ' \ P Per?. Tc Penetration Treatment <br /> Shall remain parallel to deli rade. 91' _ Wcross . original Ground <br /> C May be above or below design grade. N �^ Austin Road bt South Avenue <br /> Shall remain parallel to dpi rade. and Louise Avenu# during constructs j _ PC.G. = Portland cement concrete <br /> iii i � d C _._� .—..x.� C.P = Concrete Pip• , <br /> - �1 - - <br /> g T T.. E.S.C. P. Extra Strength Concrete Pipe <br /> D" -- May be above and Or below design, � I R. C.P. Reinforced concrete Pipe <br /> grade. Shall retain general shape y c. M, P corrugated Metal Pips <br /> of design grade. ; <br /> ECT C_M_P.A. = Corrugated Metal Pipe Arch - <br /> - BE NINE OF R0�1 A <br /> 0.8. Catch Basin <br /> - .._ X �- W i D,1. Drop Inset <br /> Earthwork to be balanced in he STA., 10+�2 <br /> 1 N M. H. Manhole <br /> field between arrows. �, ( j '�o' v v' s S-Dr. Side Drain <br /> ROAD �.� AUSTIN eaar- X—Dr. Gross Drain <br /> NO. z + <br /> ��/�,� _-_- I«-.... mx:-w- '_ i. 1 __. .__..1. �B o m :' p m RBD = Remove and Dispose <br /> --:&}fr }f �-0gL^/iA}6 D4ttG.Q�. }�. 8. f�. g � ., .,.. �v ~y . _ r W N ' oE�..\\ N l; RBS = Remora and 0aivage <br /> ^ Y Ayll _. S.Y.O.H. Station Yards Gverhoai <br /> -.-0 7`AspWt Caimm �"PPwlay mxAfi y p.77[fiPwv/ <br /> { <br /> AUSTIN R D <br /> LAYOUT PLAN & PROJECT LOCATION MAR <br /> SCALE' 1" • 6001 <br /> F _ - <br /> ©� A <br /> 0 <br />