Laserfiche WebLink
WATTERS RD., KRELL LANE, PRIEST RD. <br /> ,- - <br /> .� - --T-- F ,- - r <br /> INDEX F SHEETS COUNTY f SA J OA Q U I ._- ��.T-30 496 <br /> SHEET N0. I TITLE PAGE <br /> SHEET N0. 2-4 WATTERS RD., KRELL LANE, PRIEST RD., �° T `� COUNTY OF SAN JOAQUIN <br /> D0 FF H HWAYSEPARTME ' r <br /> i .1 Submitted A ri/ 7 1964 <br /> !'e p`N"e ., p. 'rT-V .:.�_,,, w .� w g '/ r'e /'\ rw s r � r <br /> A A... i 0 � i L.H. BRADLEY- R.E. 7077 <br /> - Director of Public Works <br /> i. <br /> Appro d: ri/ ; 7y/ 1964 <br /> i <br /> V <br /> VERNON F. LEH MAN, Chairman <br /> Board of Supervisors <br /> San Joaquin County <br /> z <br /> U <br /> 77 <br /> —ABBREVIATIONS— <br /> .l...s L G t A 7 r ..��... AwOV a <br /> 5p. _.._ WEBERS GRANT a trw Runt of way <br /> �` gEvgNo , C o 4 A.G. Asphalt Concrete <br /> _ tTl <br /> E GRADE i <br /> I D <br /> HYPrT * "` I <br /> _ 3 h ° of n,. t„ A ,. = Aggregate Base <br /> A Shall conform to design grade. <br /> i ~ A S. ,"�q,�vegat® Subbase <br /> k f - g' P <br /> t u <br /> n ro � '�-__ "--�...��_,. aoar': ` ; .�3 � � I ` _.w-..�`'�� Exis9;ng Pavement <br /> 8 May be above design grade. � � " � I p � <br /> i cJ i .A- �. �5- i ..__.. _ s Pen. Tr, Penetrutio� Yzeatment <br /> ' <br /> Gi- <br /> - <br /> Sl�all remain arallei to desi n rade. O.G. Original Ground <br /> q 1 <br /> P 9 9 <br /> C- - - May be above or below design grade. - �_:_ .___ .. _ ._ _ _ A � �---_ ,� __ � f r_,.G. Portland CemenP Concrete <br /> - i� . 1 30U TNEN�N AQ:FIC RAn.H�Jap ,aM pAHY <br /> ro <br /> " - - - C. P - Concrete Pipe <br /> _ _ <br /> Shall remain parallel to design grade - __.�.,.� _ _ _ _ �_ — - —_ _ . � __ _ .. ____.__. __. _ _ .._ .___ _ � �. __ �_ _ _ _ ,. _ _ _ ,., <br /> - avr E.S. G. P Extra Strength Concrete Pipe <br /> i _ ► _ <br /> 17. May be above and or below design a stRcrt ous �^ t?. C.P. Reinforced Concrete Pipe <br /> rade. shall retain neralshape <br /> 4� G. M. P. Corrugated Meta Pipe <br /> g � , t + v Ve y "fr' �.�i `' 4 � `i`✓ C.M.P.A. Corrugated Metall Pipe Arch <br /> of design grade. .ly _ ` <br /> ° G,B. Catch Basin <br /> tJ �� <br /> �y > C. Drop inlet <br /> 1 v <br /> q 1 <br /> ' Earthwork to be balanced in the j'i �, o ra' >; o� a M. H. Manhole <br /> Y y i <br /> �, ' r <br /> +' o '0e 9 ,ro ° '� S-Dr. Side Drain <br /> field between arrows. . o�aF > ,� , <br /> �� �` ,aq Cross Drain <br /> All <br /> c R 9p R d Remove an se <br /> �iipo <br /> ;�+.s� RBS Remave and ovage <br /> 0.17 Banaly9� aver 013 A99regale Bose <br /> z J+ <br /> -�'tl <br /> _ Y0 H <br /> Station Yards Overhaul <br /> 0/. /i'-40 <br /> Overlay 017 ReSUTA0 7y <br /> r <br /> ., � ';'. � p- ➢ r. '^ 1. s0 °, _. s ( ._. .� .. ,� <br /> rn x <br /> r <br /> j o <br /> NI <br /> PLAN 8i PROJECT CATION MAP - — <br /> a...J <br /> w, <br /> LAYOUT <br /> SCALE= Ia 600' <br />