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<br />o a 1 1 +50 12+00 +50 13+00 +50 14+00 +50
<br />15+00 +50
<br />PROFILE "A" LINE
<br />Vert: 1 "=2'
<br />FOR LOWER SACRAMENTO RD "LSR"
<br />SEE DRAWING L-19
<br />;i
<br />` e
<br />j
<br />i
<br />{ 0 3
<br />058-090-21
<br />1 I UR D- ,
<br />c�
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<br />— — _ ...�.. ...........
<br />5.00
<br />- - - ....... _ _ _...... - _ _...... _.. _..._ _ _. - — _ ..........................._._
<br />- .... _-...... ___......__ _.......
<br />,A
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<br />" 14+8
<br />�� �� �� �� ���0' -1... _.. __. _ LSR 1 15+76.24
<br />SAWCUT D 1 13 00 7 O 14+00 "A" LINE< 15 00
<br />24' 3 '� E
<br />S 89' S. 18
<br />�\ W ,
<br />3 �.�' 1 aAwcuT ARMSTRONG ROAD 15 8 4 a I Z 1261.15 B
<br />-- -15
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<br />O"A" 1 1 +60.00, 0' Rt "A" 13+84.39, 16.00' Rt
<br />CONFORM ® EP BC 15 REMOVE (E) DRAINAGE FACILITY R=75
<br />BEGIN COLD PLANE AC PAVEMENT, 16 15 ?15
<br />„ O REMOVE (E) DRAINAGE FACILITY EP, R=60' o, ' ,
<br />BEGIN 2 Min
<br />AC OVERLAY
<br />O
<br />,
<br />A
<br />12+00.00,
<br />10.31 Lt
<br />EP,
<br />PI, BEGIN
<br />TRANSITION, MATCH (E) EP
<br />O3
<br />"A"
<br />12+00.00,
<br />0' Rt
<br />END
<br />COLD PLANE AC PAVEMENT,
<br />BEGIN SAWCUT
<br />Lt & Rt
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<br />A
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<br />EP,
<br />PI, BEGIN
<br />TRANSITION, MATCH (E) EP
<br />�5
<br />"A"
<br />13+00.00,
<br />16.00' Lt
<br />EP,
<br />PI, END TRANSITION
<br />©
<br />"A"
<br />13+00.00,
<br />16.00' Rt
<br />EP,
<br />PI, END TRANSITION
<br />�7
<br />"A"
<br />13+83.61,
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<br />EP,
<br />BC
<br />90
<br />A
<br />15+85.63,
<br />I0.00
<br />Lt
<br />EP,
<br />EC
<br />10
<br />"A"
<br />15+86.39,
<br />16.00'
<br />Rt
<br />EP,
<br />EC
<br />11
<br />"A"
<br />17+00.00,
<br />16.00'
<br />Lt
<br />EP,
<br />MATCH (E)
<br />EP
<br />1©
<br />"A"
<br />17+00.00,
<br />0' Rt
<br />SAWCUT,
<br />BEGIN
<br />COLD PLANE AC PAVEMENT
<br />13
<br />"A"
<br />17+00.00,
<br />16.67'
<br />Rt
<br />EP,
<br />MATCH (E)
<br />EP
<br />14
<br />"A"
<br />17+40.00,
<br />0' Rt
<br />CONFORM,
<br />END
<br />COLD PLANE AC
<br />PAVEMENT,
<br />END
<br />2" Min AC
<br />OVERLAY
<br />} J SD02
<br />REMOVE (E) DRAINAGE FACILITY
<br />REMOVE E DRIVEWAY ,e
<br />o O 0
<br />D-
<br />tE F
<br />UP
<br />FOR LOWER SACRAMENTO RD "LSR"
<br />SEE DRAWING L-18
<br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE 1" SCALE: 1 "=20'
<br />A. MccGREGOR 6/14 ~"� COUNTY OF SAN JOAQUIN
<br />R. TORADO 6/14 R. YO S H I M U RA 6/ 14 C. . K. H 0 LT 6/ 14 ON ORIGINAL SCALE DRAWING ADJUST SCALED 0 10 20 40
<br />DIMENSIONS IF THIS DOES NOT SCALE AT 1"
<br />16+00
<br />+50
<br />058-090-25
<br />-- - ----- . ... ....... .... . .... ......
<br />17+00
<br />34
<br />32
<br />30
<br />28
<br />26
<br />24 J it
<br />LL_ LL_
<br />Q_ O_
<br />C�j C-0
<br />17+50 0
<br />16+60
<br />17
<br />3 \� \
<br />* SAWCUT
<br />10 30.00' 12
<br />F... .............", :.::,t........ _........ ..._ ............ cl .... ........ ............ ... ............y�. �.. `t<.... ...
<br />04 _. .
<br />`._...... ..... _-_ ------ HO
<br />1f�
<br />-
<br />yJ 4
<br />UP
<br />(E) R=50''
<br />23329 Gateway Oaks Drive
<br />SACRAMENTO, CALIFORNIA 958JJ
<br />Tele: 916-567-2500
<br />Fox 916-925-3517
<br />ROADWAY LAYOUT
<br />A 1 1 +60 to 17+40
<br />059-050-01
<br />14
<br />L=25
<br />DEPARTMENT OF PUBLIC WORKS
<br />• Yoshim ra � �
<br />C 77483
<br />:.E P06/30/15::* SAN JOAQUIN COUNTY, CALIFORNIA
<br />•.• CIVIL ; •
<br />N
<br />TOTAL
<br />LOWER SACRAMENTO ROAD IMPROVEMENTS SHEET NO. SHEETS
<br />EIGHT MILE ROAD TO SOUTH OF HARNEY CURVE 34 87
<br />
|