|
32
<br />30
<br />28
<br />24
<br />22
<br />J of 20
<br />L_ b-
<br />18
<br />oa 7
<br />_ NOTE:
<br />FOR TYPE "F" VERTICAL CURB & APRON,
<br />TOP OF CURB Elev=PG+0.56', UNLESS
<br />OTHERWISE NOTED. o
<br />oc� C-4 O
<br />0
<br />r- N
<br />r lO In
<br />II + co
<br />II pG TILITY AREA Rt °r' N
<br />-- _-- __. r
<br />_,-
<br />m� _
<br />OG o u' UTILITY AREA Lt it >
<br />UTILITY AREA Rt 5X -0.25% w
<br />0.25%
<br />� _ k
<br />— CHECK DAM Lt I
<br />DC07 DC08 PFL Lt
<br />PFL Rt
<br />PFL Lt 1
<br />PFL Lt PFL Lt —_____ __G — _ G--- (' ----t G—---G-----
<br />____--__ G-- --G--- ------G---- G------G _.
<br />PFL Rt PFL Rt PFL Lt PFL Lt
<br />(E) GAS LINE, DEPTH SHOWN
<br />NOT ACCURATE, LOCATE
<br />PRIOR TO DIGGING
<br />coIt sf� O •t .- ( to r- I- tG I -- -c0 I
<br />N N N N N NN N N N� N N N N N NE �y NIN Cy N!N �y N N cy N N �y N N
<br />co I- c0' O c0 # N� A NI
<br />co co U LO N O 0 J rN 0J to to co (0 oD 0)10 O€� N I-J Nco N c0
<br />coto CO U cO U co U to co U cO,
<br />r U t1) I-: U I� U cG co U cD cD U O U N N hU- N N
<br />N N F- N'N H NiN H N(N I- NON NkN F- NIN F- N N H NONF-
<br />4+00
<br />+50
<br />75+00
<br />+50
<br />76+00
<br />81.00' 131.00,
<br />k
<br />059-020-37 32.00' E
<br />COUNTY I !I I
<br />�J■
<br />W LiLJ W
<br />l70 00
<br />CL
<br />k I �—
<br />UP
<br />9
<br />EF
<br />+50
<br />- GHE
<br />77+00
<br />PROFILE "LSR" LINE
<br />Vert: 1 " = 2'
<br />059-020—
<br />f
<br />07 DC08
<br />DWY13 DWY14 f DWY15
<br />r :k
<br />D
<br />_- ___ _, _______-- 22
<br />0 (� J D— 17CD—
<br />+50 78+00 +50 79+00 +50
<br />i 059-020-38
<br />4
<br />UP I
<br />I I
<br />2113
<br />y
<br />I
<br />26 E
<br />121
<br />OHE
<br />G _ _ �_ G
<br />_-25
<br />MB
<br />+ - FOR SIGNAL __------- ----,24 _--- -. -
<br />R=1 E-9 AND LIGHTING LOWER SACRAMENTO ROAD
<br />rCO
<br />W � 7
<br />Z
<br />0
<br />75+00
<br />70.0
<br />i
<br />I- ' I UP 23 "LSRMN75'+90,00 0
<br />Q A o
<br />LGE
<br />En
<br />N
<br />1 � \ j
<br />T - _ - T - - - -A T ------ - - - -ATT _. A - - - -ATT -- -� �A T j ..
<br />T -.. �_ _ - TT -----A T-- --41T _ pr-----A1? _
<br />- - - - - -PGE - - - oLE - F' : - - aGE -
<br />-----_PGE_.._ _ _. - " -p�c- - � _s _ , _ ..-.
<br />ri -- -- -
<br />O
<br />'O
<br />q03
<br />F
<br />CN UTILITY 18 '\ EP, R=60' -
<br />I
<br />AREA Riy, � �� ' J ; w
<br />059-040-20 R=75 \
<br />N
<br />1 O "LSR" 75+26.00, 41.00' Rt EP, BC
<br />"LSR" 75+00.00, 49.00' Rt
<br />�
<br />"LSR" 76+70.00, 41.00' Rt O FL, END EARTH DITCH 1 - , 2O EP, EC
<br />E
<br />n "LSR" 75+57.00. 5.00' Lt
<br />TC, BC, END TYPE "F" VERTICAL CURB & APRON
<br />v
<br />10 ® "LSR" 75+57.00, 7.00' Lt
<br />o.
<br />TC, EC, END TYPE "F" VERTICAL CURB & APRON
<br />0
<br />0 "LSR" 76+37.00, 5.00' Rt
<br />TC, BC, BEGIN TYPE "F" VERTICAL CURB &APRON
<br />" 6 LSR 76+37.00, 7.00' Rt
<br />TC, EC, BEGIN TYPE "F" VERTICAL CURB & APRON
<br />C3
<br />DRAWN BY DATE PROJECT ENGINEER DATE
<br />A. m"cGREGOR 6/14
<br />TORADO 6/14 R. YOSHIMURA 6/14
<br />®
<br />"LSR" 77+00.00,
<br />49.00'
<br />Rt
<br />FL, BEGIN EARTH
<br />DITCH
<br />9�
<br />"LSR" 75+69.05,
<br />50.50'
<br />Lt
<br />FL, END EARTH DITCH
<br />10
<br />"LSR" 76+37.89,
<br />50.74'
<br />Lt to
<br />"LSR" 76+39.89,
<br />50.75'
<br />Lt, FL, EARTH DITCH
<br />11
<br />"LSR" 76+78.88,
<br />50.50'
<br />Lt
<br />FL, BEGIN EARTH
<br />DITCH
<br />CHECKED
<br />C. K. HOLT
<br />N 0034'_51.920 E 77+00 "LSF
<br />3923110 - -
<br />80+a
<br />R/W
<br />F
<br />G_ __ ., _ _ G G_- __G_- __ _ —G— _—� G_ _
<br />- ,- �y ' /..`... f y 1�
<br />f 0'cc
<br />UP UP
<br />i A JT
<br />OT T.Yp
<br />- -ATT - -- -ACT
<br />2 ___.._ ATT- - -AT'-ATT-
<br />_ _ t,' _-- ---ATT---- ATT_
<br />ATT------_._ — A _ .__ _ v,�r v.___ .._._. _ ��AT- ... _ —
<br />- -
<br />- PGE pG _PCE _ _ p,r--
<br />PGE�%� — - - (� _ tee... _- . _ .. . _ ---- pt ---- - - PGE . .__ — — — _ — — —
<br />EP, R=60' /- R/W _--- R/w
<br />19 UTILITY 20 FL EARTH DITCH,
<br />AREA TYP
<br />/ R=75'
<br />l�
<br />Q "LSR" 77+57.08, 49.00' Lt
<br />END EARTH DITCH,
<br />BEGIN UTILITY AREA
<br />13 "LSR" 77+93.21, 51.50' Lt
<br />FL, BEGIN EARTH DITCH
<br />14 LSR 79+ 17.00, 5.00 Rt
<br />TC, BC, BEGIN 120' BAY TAPER
<br />15 "LSR" 79+57.33, 1.97' Rt
<br />TC, EC
<br />DATE
<br />6/14 ON ORIGINAL SCALE DRAWING ADJUST SCALED
<br />DIMENSIONS IF THIS DOES NOT SCALE AT 1"
<br />16
<br />"LSR" 79+96.68, 3.97'
<br />Lt
<br />TC, BC
<br />ADJUST FRAME AND COVER TO
<br />GRADE
<br />1 g
<br />"LSR" 74+38.23, 49.00'
<br />Rt
<br />END UTILITY AREA,
<br />BEGIN EARTH DITCH
<br />19
<br />"LSR" 77+16.34, 49.00'
<br />Rt
<br />END EARTH DITCH,
<br />BEGIN UTILITY AREA
<br />Q
<br />"LSR" 77+57.65, 49.00'
<br />Rt
<br />END UTILITY AREA,
<br />BEGIN EARTH DITCH
<br />COUNTY OF SAN JOAQUIN SCALE. 1 =20
<br />0 10 20 40
<br />059-040-43
<br />"LSR" 77+72.54, 55.00' Lt
<br />END UTILITY AREA
<br />®FENCE REMOVAL TO INCLUDE
<br />BRICK PILASTERS
<br />2329 Goterroy Oaks Drive
<br />S4CR4MENT0, G4LIFOR/V/A 95833
<br />Te/e: 916-567-2500
<br />Fax 916-925-3517
<br />55.00'
<br />24
<br />22
<br />20 J
<br />U_�
<br />(L IZ
<br />UP �
<br />15
<br />14 R=270.00' Q
<br />® INSTALL CE MONUMENT
<br />®RESET BENCHMARK M14 TO
<br />MATCH (E), SEE DRAWING SC-1
<br />ROADWAY LAYOUT
<br />"LSR" 74+00 to 80+00
<br />REMOVE (E) DECORATIVE LIGHTING
<br />AND SALVAGE TO OWNER
<br />©REMOVE (E) DECORATIVE LIGHTING Lml
<br />AND SALVAGE TO OWNER
<br />n DEPARTMENT OF PUBLIC WORKS
<br />oshim ra
<br />c' 483 ' SAN JOA UIN COUNTY CALIFORNIA
<br />No. •
<br />:• Exp 06 30 15 •; Q
<br />* '•. CIVIL
<br />T
<br />HEET TOTAL
<br />LOWER SACRAMENTO ROAD IMPROVEMENTS SvO SHEETS
<br />EIGHT MILE ROAD TO SOUTH OF HARNEY CURVE 21 87
<br />
|