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32
<br />32
<br />L41 5
<br />24
<br />22
<br />--w
<br />NOTE:
<br />FOR TYPE "F" VERTICAL CURB & APRON,
<br />TOP OF CURB Elev=PG+0.56', UNLESS
<br />OTHERWISE NOTED.
<br />PFL Lt PFL Rt J
<br />3
<br />__._..._........... -... �..-. G F U CF, i
<br />PG
<br />(E) UN'DER GROUND UTILITY,
<br />DEPTH SHOWN NOT ACCURATE,
<br />LOCATE PRIOR TO DIGGING
<br />+ 22
<br />-�ro
<br />20
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<br />44
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<br />�'
<br />1 10+00
<br />+50
<br />1 1 1 +00
<br />+50
<br />1 12+00
<br />+50
<br />113+00
<br />+50
<br />114 00
<br />+50
<br />115 00
<br />+50
<br />18
<br />116 00
<br />00
<br />0 a-
<br />O "LSR" 1 1 1 +36.25, 7.00' Rt ® "LSR" 1 12+56.25, 5.00' Lt
<br />TC, BC, BEGIN 120' BAY TAPER TC, EC, END 120' BAY TAPER
<br />0 "LSR" 111 +76.57, 3.97' Rt O "LSR" 1 15+36.25, 5.00' Lt
<br />TC, EC TC, EC, END TYPE "F" VERTICAL
<br />CURB & APRON
<br />PROFILE "LSR" LINE
<br />Vert: 1 "=2' FOR ARMSTRONG RD "A" 11 +80 to 17+20
<br />SEE DRAWING L-25
<br />CURVE TABLE: ALIGNMENTS
<br />No.
<br />RADIUS
<br />A
<br />TANGENT
<br />LENGTH
<br />C6
<br />5000.00'
<br />002 11 22.33
<br />95.55
<br />191.07
<br />059-020-12 g
<br />I
<br />R=75
<br />© "LSR" 1 15+36.25, 7.00' Lt 10 "LSR" 1 10+45.52, 50.50' Rt 14 "LSR" 1 1 1 +71.76, 50.50' Rt 1 g REMOVE (E) DRAINAGE INLET ® "LSR" 1 13+93.80, 49.00' Lt V
<br />TC, BC, END TYPE "F" VERTICAL FL, BEGIN EARTH DITCH FL, BEGIN EARTH DITCH END UTILITY AREA,
<br />CURB & APRON (�0 REMOVE (E) CULVERT & FES BEGIN EARTH DITCH ES
<br />1 1 "LSR" 1 1 1 +00.17, 50.50' Rt 15 "LSR" 1 14+50.00, 49.00' Lt ,.• ••• •,
<br />O "LSR" 1 14+99.75, 41.00' Rt FL, END EARTH DITCH FL, END EARTH DITCH 21 REMOVE (E) MONUMENT M34 "LSR" 1 13+52.40, 49.00' RtPAIrpow ' • •'
<br />EP, BC END EARTH DITCH, i •• DEPARTMENT OF PUBLIC WORKS
<br />"LSR" 1 1 1 +32.93, 50.81' Rt 1 g "LSR" 1 14+50.00, 49.00' Rt © REMOVE E MONUMENT M33 Yoshim ra
<br />() � BEGIN UTILITY AREA � C 7 483 • �
<br />® "LSR" 115+00.76, 41.00' Lt FL, BEGIN EARTH DITCH FL, END EARTH DITCH . No.
<br />SAN JOAQUIN COUNTY CALIFORNIA
<br />EP, BC © "LSR" 113+51.21, 49.00' Lt 6 "LSR" 113+65.28 49.00' Rt 2J29 Gateway Oaks Drive Exp06/30/15
<br />13 "LSR" 1 1 1 +34.78, 50.77' Rt 0 REMOVE (E) DRAINAGE INLET END EARTH DITCH, © END UTILITY AREA' SACRAMENTO, CALIFORNIA 95833 •'•. CIVIL
<br />"LSR" 1 10+10.99, 50.50' Rt FL, END EARTH DITCH BEGIN UTILITY AREA T-ax 16-92 7-2500 ,.
<br />O FL, END EARTH DITCH 1 g () CULVERT & FES BEGIN EARTH DITCH Fax 916-925-3517 slq�:•�•••••
<br />O REMOVE E
<br />A.
<br />AWN BY DATE MacGREGOR 6/14 PROJECT ENGINEER DATE CHECKED DATE ��� SCALE: 1 SHEET"=20' ROADWAY LAYOUT LOWER SACRAMENTO ROAD IMPROVEMENTS NO. SHEETS
<br />R. YOSHIMURA 6 14 C. K. HOLT 6 14 ON ORIGINAL SCALE DRAWING ADJUST SCALED COUNTY OF SAN JOAQUIN 0 10 20 40 "LSR" 1 10+00 t0 1 1 6+00
<br />R. roRADo 6/14 / / DIMENSIONS IF THIS DOES NOT SCALE AT 1" EIGHT MILE ROAD TO SOUTH OF HARNEY CURVE 27 87
<br />
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