|
34
<br />34
<br />32
<br />30
<br />M.
<br />26
<br />24
<br />0 Q_ 146+00
<br />11
<br />+50 147+00
<br />CURVE TABLE: ALIGNMENTS
<br />No.
<br />RADIUS
<br />A
<br />TANGENT
<br />LENGTH
<br />C7
<br />1191.00'
<br />060' 09' 37.60"
<br />689.85'
<br />1250.55'
<br />058-050-17
<br />0 5-070-23
<br />O REMOVE (E) BARRICADE
<br />"LSR" 146+30.00, 42.00' Lt
<br />EP, END TRANSITION,
<br />BEGIN SAWCUT & PAVEMENT WIDENING
<br />"LSR" 146+30.00, 8.00' Lt
<br />TC, END TRANSITION,
<br />END TYPE "F" VERTICAL CURB &
<br />APRON, LIP
<br />BEGIN COLD PLANE AC PAVEMENT,
<br />BEGIN 2" Min AC OVERLAY,
<br />BEGIN TYPE A3-8 CURB
<br />DRAWN BY DATE PROJECT ENGINEER
<br />A. MacGREGOR 6/14
<br />R. TORADO 6/14 R. YOSHIMURA
<br />__.. _..-
<br />+50 148+00
<br />____ — R/W
<br />UP
<br />w;1
<br />OG=PG
<br />I
<br />........................... ..................................................... �...(E).....FL......Lt
<br />+50 149+00 +50 150+00
<br />PROFILE "LSR" LINE
<br />Vert: 1 "=2'
<br />R/W —_---
<br />I �
<br />058-070-2.3
<br />® "LSR" 146+30.00, Lt & Rt
<br />O7
<br />"LSR" 146+50.00, Rt
<br />END FULL STRUCTURAL SECTIONS
<br />CONFORM, END COLD PLANE AC PAVEMENT,
<br />END 2" Min AC OVERLAY,
<br />"
<br />"LSR146+30.00 8.00Rt
<br />�5 '
<br />BEGIN SLURRY SEAL
<br />TC, END TRANSITION,
<br />END TYPE "F" VERTICAL CURB &
<br />®
<br />"LSR" 146+80.00, Lt
<br />APRON, LIP
<br />CONFORM, END COLD PLANE AC PAVEMENT,
<br />BEGIN COLD PLANE AC PAVEMENT,
<br />END 2" Min AC OVERLAY,
<br />BEGIN 2" Min AC OVERLAY,
<br />BEGIN SLURRY SEAL
<br />BEGIN TYPE A3-8 CURB
<br />g
<br />0
<br />"LSR" 146+30.00, 52.00' Rt
<br />"LSR" 146+30 00 43 78' Rt
<br />FL, BEGIN DITCH TRANSITION
<br />EP, END TRANSITION
<br />DATE CHECKED DATE
<br />6/ 14 C. K. H 0 LT 6/ 14 ON ORIGINAL D M NSIONS IFCALE THIS DO SINNOTADJUST
<br />SCALESCALED
<br />10 "LSR" 146+50.00, 53.60' Rt
<br />FL, MATCH (E)
<br />11 REMOVE 825 LF AC DIKE
<br />0 "LSR" 150+76.64, 42.00' Lt
<br />LIP, END SAWCUT & PAVEMENT WIDENING
<br />MATCH (E) EP
<br />13 "LSR" 150+76f, Lt
<br />END TYPE A3-8 CURB MATCH (E)
<br />COUNTY OF SAN JOAQUIN
<br />SCALE: 1 "=20'
<br />0 10 20 40
<br />R/W
<br />15
<br />32
<br />30
<br />28
<br />26
<br />24
<br />22 J �
<br />J J
<br />u- l-
<br />a- a.
<br />Q-)j c-->i
<br />®®
<br />20 00
<br />+50 151 +00 +50 152+00 0 rZ
<br />058-050-17 _ 16 REMOVE (E) DRAINAGE FACILITY
<br />17 "LSR" 146+90.24, 8.00' Lt & Rt
<br />END TYPE A3-8 CURB
<br />"LSR" 146+91.78, 8.00' Lt & Rt
<br />BEGIN TYPE A3-8 CURB
<br />_w.�. 1 g "LSR" 147+50.00, 8.00' Lt & Rt
<br />. _ ----- --- :L� __ _ _— ...... , END TYPE A3-8 CURB
<br />"'--_F
<br />-E-- ©p "LSR" 147+51.50, 8.00' Lt & Rt
<br />r BEGIN TYPE A3-8 CURB
<br />Si? ......... .._.........Y.,...,. ...._.._.Are. _,. .._ _......... ...-..,.-• - ..y.%- .._..._._ ...._.. _..._-.. (,•, ....-
<br />_"LSR" 148+ 10.00, 8.00' Lt & Rt
<br />END TYPE A3-8 CURB
<br />"LSR" 148+ 11.50, 8.00' Lt & Rt
<br />-... BEGIN TYPE A3-8 CURB
<br />13 © "LSR" 148+70.00, 8.00' Lt & Rt
<br />_._. ......... END TYPE A3-8 CURB
<br />16 -°
<br />"LSR" 148+71.50, 8.00' Lt & Rt
<br />`'- BEGIN TYPE A3-8 CURB
<br />_...._..._.._._._.
<br />"LSR" 149+30.00, 8.00' Lt & Rt
<br />15
<br />30 _._. _._. _.. : µ :: __
<br />._ _ END TYPE A3-8 CURB
<br />14
<br />6 LSR 149+31.50, 8.00 Lt & Rt
<br />s
<br />BEGIN TYPE A3-8 CURB
<br />_.._. _ _ __ �HARNEY
<br />"LSR" 149+90.00, 8.00' Lt & Rt
<br />CURVE)
<br />E. ` JJ © END TYPE A3-8 CURB
<br />.. ...... ® "LSR" 149+91.50, 8.00' Lt & Rt
<br />BEGIN TYPE A3-8 CURB
<br />"LSR" 150+50.00, 8.00' Lt
<br />._.�._..w.�.w.
<br />END TYPE A3-8 CURB
<br />R/W - -' ^_. _.p LSR 150+51.50, 8.00 Lt & Rt
<br />i U P
<br />" BEGIN TYPE A3-8 CURB
<br />77
<br />31 REMOVE (E) MONUMENT M46
<br />058-070-2
<br />.-_ © INSTALL MONUMENT
<br />14 "LSR" 150+76f, Rt 15 "LSR" 150+95.00, Lt & Rt
<br />END TYPE A3-8 CURB MATCH (E) END SLURRY SEAL L=24
<br />T 'T 'T
<br />• A • 1
<br />2329 Gateway Oaks Drive
<br />SACRAMENTO, CAUFORN/A 95833
<br />Te%., 916-567-2500
<br />Fox 916-925-3517
<br />ROADWAY LAYOUT
<br />"LSR" 146+00 to 152+00
<br />• Yoshim ro � �n
<br />DEPARTMENT OF PUBLIC WORKS
<br />: C 77483
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />E P
<br />06/30/15 30/1•�
<br />CIVIL
<br />4 �•.......•.
<br />/£ OF
<br />LOWER SACRAMENTO ROAD IMPROVEMENTS SNo TOTAL
<br />H rETS
<br />EIGHT MILE ROAD TO SOUTH OF HARNEY CURVE 33 87
<br />
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