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I <br /> 9 KINLEY AVENUE <br /> INDEX OF SHEETS COUNTY OF SAN J O A Q U I N - - TOTAL <br /> RNOAJ 11:L`R NUE YQAR S HET SHEETS <br /> . � — <br /> SHEET NO. I TITLE PAGE <br /> SHEET N . 2 - 3 PROFILE T T H WAYSSHEET N0O. 4 INTERSECTION DETAILS DE PAR MEN O1 H ICOUNTY OF SAN JOAQUIN <br /> SHEET NO. 4 CONSTRUCTION DETAILS fIII TYPICAL SECTIONS Submitted /YJoy 1 1967 <br /> SHEET NO. 1,293 CROSS SECTIONS <br /> STOCKTON , CALIFORNIA <br /> CHARLES B. WO , <br /> b IR. E. 11988 <br /> Director of'Puc Works <br /> L <br /> Approved Mvf Z1 1967 <br /> LORE:(,: P'?WELL *fiz! -Chairman <br /> Board of Supervisors <br /> Son Joaquin County <br /> I <br /> HOUSE L RA <br /> S:� � � � 4F+•� ��.'Ah`", `\ 7) •ice p� ; -s. �, r -- "\ <br /> � <br /> I. L <br /> �.OL y o 1 cub . � ��' Sy W SPa0. 0 �N 96 m 2 9 y COPPEROp��;S <br /> J � � 41 <br /> 5 �\`O 4 =I \Z 2 0 a couNTRv % -4P m 1 <br /> A � O 6 <br /> -DAVINI � � Mormon <br /> —�._- <br /> Z Z ROUGH 6 A - <br /> I - ( TT�� T T, T) � �7 `L <br /> 4 p Cj ' T 'L� LO i'~I1�-11�I CE SL' S Creed <br /> \ggam� \ <br /> A II m & READY a"�°�"" � ��)� �V � VON �% l <br /> I g <br /> 9 0 JACOBS � n � r�EC1 \ � � ` 7 <br /> \ I C,0 O - ISLAND �y <br /> 99r WASNINGT�� <br /> Z tr, SPO FQ c 6 S EN . <br /> a O 5 HI HW Y <br /> HOLT o t <br /> a G A <br /> , _ D Z r <br /> W L_ <br /> l <br /> 15 14 13 Op 8 7 1 18 ' � ` 9 68 t 14 13 18 <br /> ROUTE 4 �, �Z i � M0�°a0 M Qr T9 TIN R7E - -- - - <br /> _ TIN RqE , ,a �� Q��Nt�QYc " A"I <br /> 21 22 23 4 19, f-I 20 w 22 ' z DSU ��� CPN �� \ os .'vs� _ ' <br /> Y m 23 �91�, ,.,;�u o �p q „ 23 24 19" <br /> �� y'V 48 i /N% - - �Q 1 w L'orth --- — - a z 1 <br /> r <br /> ROBERT <br /> N « �. <br /> a <br /> Mu LEER 30 ,� BY j��dr_ lRar� <br /> 3 a <br /> ARCH bl.E� iLL <br /> • <br /> KINGSTON SCHOOL '' <br /> 27 26 2! r 2!� Z 26 25 30 •` "'� <br /> 9 ISLAND ko y12 s°Eaa� NwP 28 <br /> A9 uN t= Mq I R�1\'_ 0,GANGES — <br /> r <br /> _ R TRACT DRIVE Y Q j 1- ; -- ,YETTNER 4� , � Ru 3T o - - - - /pO$q ®ATE �O�/• f9C ?___ <br /> 2 —4 -- WOLFE -0 T __ <br /> O cn o x �a -- <br /> \ �Ia CC 31 32 33 3411 <br /> Lithe s <br /> w a HARLAN— F9� 50 0 33 3 34 35 36 31n1 <br /> ��'pr ♦•– O 1 CO. HOSPITAL <br /> v <br /> MATH EWS�L e MATHEws� o Cq,~ \ STA. 97 O O a <br /> VERDCN <br /> R �- ��\\ ,V; -4 Fork J <br /> —T��LLII� FRE `�'' A n No. <br /> (� 5 4 OTT 3 LoSN _D Y p00..Lt'l��� 5 '�^ 3 I 2 I! 1 has 6 <br /> Qo --13ttl � do —ABBREVIATIONS— <br /> GENERAL NOTES -- <br /> �� �� �� BOW AN °PSK Z �Or oulA LYNCH - -�_ <br /> 1 i I } . ac� ' F v 0 h 5 R/W Right of Way <br /> DESIGN DESCRIPTION 8► LIMITATIONS w I I - T- s W i; � ' . wP;tE� -y, "�- 9 10 11 12 0 �—W A.C. = Asphalt Concrete <br /> �� I__� RI FaserL� Z F- LD 0 A. B. Aggregate Base <br /> ISLAND U CARLI N _ �� �t �Ba1G�i Y " Q -- R Lune I�t , <br /> Final grade shall conform to O h J oz IAN ILA \� TH CAELHO Z � - A. S. = Aggregate Subbase <br /> all notes shown on the plans , (� _ yCr c c <br /> and may be above or below HOWARD' �� VVE� V 18 w ? ' 1 —� � „ I°C LOVELAIET= i Y E. P. Existing Pavement <br /> "Approximate Center Line G ml 1 EWER- n 13 SIA• 0 -} 12 18 15F�4 R <br /> Grade x Final rade shall �O� ; O ^ - C I 'k 13 Q 18 Pen. Tr. - Penetration Treatment <br /> q tiF o _ Oc KI SQUIB 4 y O.G. Original Ground <br /> be parallel to the 1 J ROBERTS T1SR — �— ° T1 R7E Z <br /> T I S R5E Z,� J a P C.C. Portland Cement Concrete <br /> "Approximate Center Line �a ; E ' eA o BRUNSWICK <br /> �. 2 O I C.P. Concrete Pi e <br /> Grade, with smoot-h transitions ! "„ _ > '�'1 J MA D <br /> P R 0 J ECT LOCA I 0 N 21 22 2 4 ` 19 T 21 —22 2a 19 E S.C. P. = Extra Strength Concrete Pipe <br /> at grade brooks, and at �; = 3 i �NORTHL ND l Q N 2 = p <br /> balance �: LATH ROP R. C.P. Reinforced Concrete Pi s <br /> pOln}s. 05 REIS ,9j OC — - <br /> o� 3 o w rm n JAMESON C. M. P. Corrugated Metol Plpe <br /> no' <br /> Ww <br /> Earthwork to be balanced in 0 Y8 -2 � °o°o z "1 SOUT AN C. M.P.A. Corrugated Metal Pipe Arch <br /> field between arrows- lrn�.' `�►� �ivei 27= w 2 Sa 30 Z 28= � Z 26 25 30 F.L. Flow Line <br /> 9 sqN �a� LATHROP Z qQ JOSEPHg v D. 1. Drop Inlet <br /> M Y <br /> s� ✓OQQ(// -�cF Q LOU ISE Y y S E FRANK LOU I S E TIDE <br /> M. H. = Manhole <br /> S7 )�� � ~ ALAMEDA S-Dr. Side Drain <br /> FKq 35 3 3 31 ,3 2 go , - 34 35 36 31 ATLA <br /> pQr,rd�s� QT a, 1 X-Dr. Cross Drain <br /> Z �O YOSEMITE ,,+ L Z MANTE('A �� STATE HIGHWAY ROUTE 120 R BD Remove and Dispose <br /> -� + tu'• \ 1 g HO li J R8 S Remove and Salvage <br /> i� ; °EDTA RANCHO a �+`° >< _ <br /> S.Y.O.H. Station Yards Overhaul <br /> I S.D.I. Storm Drain Inlet <br /> - SCALE � 111 = I M I LE PM.S. Plant Mixed Surfaelnq ' <br /> i <br /> M KINLEY AVENUE <br /> ' 1 <br /> ng eer a e sZcia a ng neer 'R ^prova ecom men a ate . <br /> 1 , <br />