|
i
<br /> 4
<br /> i
<br /> INDEX OR SHEETS
<br /> - ALPINE AVE.
<br /> COUNTY OF SAN J ( AQ U N
<br /> ROAD IND[% FILE YEAR =M[ET TpTAL
<br /> NO. NO. NO. IINE[T[
<br /> SHEET NO. 11 !TITLE PAGE
<br /> X�12-23 11962 1 t 1 -6 I
<br /> SHEET NO. 2 PLAN' a PROFILE DEPARTMENT
<br /> iCOUNTY OF SAN JOAQUINSHEET NO. 3 PLAN 'a PROFILE j
<br /> SHEET NO. 4 CTYPON SECTION CONST. DETAILS HIGHWAYS +
<br /> � SHEET N0. 5 CONST. 8s INTERSECTION DETAILS
<br /> Submitted: A u G 7 , 1962 '
<br /> SHEET NO. 6 CONST DETAILS a CONST NOTES
<br /> STO CKTON, ALi FC R IA
<br /> f L. H. BRADLEY I'OTT
<br /> Director of Public works
<br /> Approved-, A U G 7 1962
<br /> k �
<br /> CARMEN PERINO, Chairman
<br /> Board of Supervisors
<br /> PLAN AND P4"'h R AOUR66 'F I L E
<br /> ..'
<br /> A PIN AV N U '
<br /> From Wi sconsin Ave. Eosterly to Plymouth Rd. .
<br /> .� e,gre /
<br /> Total Length = 1.019 Miles ==== Exist. Curb Gutter IE Sidewalk
<br /> Curb $ Gutter TYPE "A'
<br /> o S A R A E N T - ,
<br /> B A R N M A R T T R A C L 1
<br /> I
<br /> O »ECLAYA 1011I-
<br /> 0 • at lI� I✓� I
<br /> DI"TIIICT �,
<br /> Rp [D,. I ` � � � ' ,„' . � -- ' N• � Cu r b �' Gutter TYPE "B" .
<br /> � Y , - Asphalt Concrete
<br /> J /.�� j. '�..FA7yAL \ ,• ./� r E lE lM; �J • • ^ '
<br /> P. C
<br /> C Drivew
<br /> ;� ._ ;� N•�" ° , --- Storm Sewer
<br /> » j .ice-•'/ r•aal6' , ' 2t. • , i� cava A.C. Le
<br /> VIR •• �, / a•• •' tN / y�.Y ' V k' a '✓J... Cly '"� ' / aONN VDike
<br /> �T' x
<br /> .. CO` 'r �i./ r J ,axe" •� \ ' „•.•. � •
<br /> OF PRO✓ECT
<br /> ' a
<br /> - - STA. 53* 5 !- _=�
<br /> a +'. '. zo ' ' . " 1, • •
<br /> T2N S[ '.n f ^ � 1, ' 1, �.rM • -� ' 1x ` \
<br /> _-y `\ E. BEG1NMZNG OF PROJECT , , " •„b•• N' , a » • ',p,,� ' ► . r
<br /> �''•� STA 0 -20
<br /> Y .• " N►ap0 "'"la t , ° _
<br /> T IM » Lam% 7 ,N., u Y +C
<br /> A S
<br /> -. ', VIATI
<br /> Y
<br /> c
<br /> C w'� ' • a RightSON
<br /> A.C. = Asphelf Concrete
<br /> ' �`' ` ... x�. „ 1.1 1bL" ' .. " •,µ•.N M•• , 1 ' .. l • • . s • gyp,
<br /> t•
<br /> _
<br /> '+ .., la' � ,.,r ..„„ j�•' r" .♦M,^ 1, -c 1-
<br /> A.B. Aggregate Bose
<br /> ,
<br /> :.. ..:.-'~ .. .I.rr•1"'».a t ,........+ , ,,, ,,. •^'"" A. S. = Aggrega • ubsR»
<br /> , Y
<br /> Q
<br /> / ,. " , •` �1 �- E.P Existing Pavement
<br /> • / - %�_ ' • p 1 "J�� 'M a,
<br /> 30U� J�1 Pon. Tr, a Penetration Treatment
<br /> It'I YY 1 0♦Y• m M • 1 1 f •i• 1 t IJ r O•' rl •• '1 "1 Q . x.
<br /> • ," 1.. \ %1ka ' ���� r 0.G. = Original Ground
<br /> - uvr p ,.c• �,• .�µ'. M r . \ `� } �• s, �+9' taaa � .a 15 l ,e w u,
<br /> �\\\ �+ � a,,. •„ a t" •� ,-, T[1M �J „ - �� Qr' RC.CI = Portland cement concrete -
<br /> C.
<br /> oncrete -
<br /> ` ! I I " 1' �_, ,.. , m ' " .r, • a „ • " _ 1 „t C.R = Concrete Pipe
<br /> •� I 1 L a E.Zi.C.R aExtra Strength Concrete Pipe
<br /> �' '\ 1 � �(UY'I 9' ' ,• ' • Nw _ a •� , , = p ' N 1 LJ� s 1�� " ,,. 1 It
<br /> 1. 1. I •• n� J aria LJ =, y 1 R,C.P. = Reinforced Concrete Pipe
<br /> \ - — 1 •• Ia' ,• • _aa . " row ,. '• F� o •t ". f"`�
<br /> 1 '•\ ,- _ vicr� w , aN e �alle )� �� w �� C.M. R = Corrugated Metal Pipe
<br /> ��. •u"D' '' c •wI. . o
<br /> ,.p" a aa� ., ♦t � � ® ` C.M.P.A. a Corrugated Metal Pipe Arch
<br /> ` a " "' C� C.B. Catch
<br /> 1 Basin
<br /> I c 0 � � ►www , t- Oil ;' • , ,�•aE , •• •� s " „
<br /> = 12 7 f r ' / Lo \ �i • _ • p l{ E �Q�t o °,o ♦1 •e " p 1 � •.^• D.II = Drop Inlet ,
<br /> ,\ 3 l .'�, _ . '.� ai ,0 a ., s ' rt1 I54• "Y M �� �l �a e ✓ MI HI = Manhole
<br /> i -
<br /> r
<br /> Fit •t° ato4 ° • n �Y•° ,• J•� S-0r. Side Drain
<br /> S.U. . NAVAL SUPPLY DEPOT '*,,, \�.\ ""° " .•.ta ,w ° - X-Dr. = Cross Drain
<br /> � M • � a,lao -- „ as _ % • [*
<br /> e R _ „ ,< „x • w=' j1
<br /> R &D Remove and Dispose
<br /> R&S- '� � \- _ _ oatcTpev _� --- --- — lr.• `
<br /> ''I + ` -+Y`C�, y.- / / �• \' 1 T,.Rf.INQ MAxIN T
<br /> Remove and Salvage
<br /> •
<br /> C :! AN li SIY .H. Station Yards Overhaul
<br /> aV
<br /> %y
<br /> '
<br /> • ROUgH b .READY
<br /> __ art Qa OG�� CH° Chiseled Square in Concrete
<br /> aa0 . FL
<br /> " Flow Line at Pipe Invert
<br /> •-
<br /> Rt, Lt. = Right , Left
<br /> S Sewer Slope in Ft./Ft
<br /> % Road Grade Perceni
<br /> LAYOUT PLAN PROJECT LOCATION MAP 0 Pipe Diameter
<br /> L,F = Linear Feet
<br /> Scale ' I"= 1,200' Const. = Construction
<br /> _ C/Gtr. = Curb 8 Gutter
<br /> Sw = Sidewalk
<br /> FILE NAME DRAWER
<br /> roods A 28
<br /> I
<br /> I
<br /> _
<br />
|