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<br />SECTION A -A / I 27o 27.
<br />34 I I
<br />ll I \
<br />/ A/. I
<br />I
<br />FL=23.17 ` 27 35 I A
<br />FL=23.09 / / i \ AN�
<br />GRADE TO DRAIN /
<br />R/W R/W / _ _ i�Qr 1.6% I 0.5% � \�
<br />12 15 � / � K
<br />0 33 �R/W R/W286 9 / 1 36 ��` F _ 46 50 53 56
<br />- - 29
<br />� I - - - - - - - - - - - - - -
<br />1.2% 1 1 /0.4% 37
<br />1 `,\ \� \\ `,\ \\ �� `\ MATCH% 7 t 2% 13 @11
<br />2 0 1.6% I j 38 12% +\\0 1.7% 2% _ MATCH% \ \ \ \ \
<br />13+00 1 » » 32 t \ \ \ , \
<br />14+00 A LINE 15+00 1 16+00 17 54
<br />4 f
<br />JMATCH% 8 10 2%+ 1179� 18 /1-4% Y� 24 IY 44 48 51
<br />/0.8%
<br />1.8% 42 2% 2% ± 1m 1MATCH%19m m1 AI
<br />- - - - - - - - - - 1 41
<br />11 aj 23 z o ----=F
<br />< _� &\�ll
<br />0.2% F F-
<br />R/W \ c� 2% 2%ca / 45 47
<br />R/ _ R/W- ,� _ c 20 I � 1 40 R 49 R/W 52 5
<br />1.4% I F
<br />A/ ---------
<br />1 � !�
<br />\ 21 I /
<br />FL=24.50 39
<br />I 1 / ©0 "LSR" 114+99.75, 41.00' Rt © "A" 15+50.00, 0' Rt
<br />BC, Elev=26.96 EIev=26.81
<br />1 "LSR" 115+50.00 41.00' Rt ® "A" 16+00.00 0' Rt
<br />n
<br />1� A» 11 +60.00, 0, » Rt 16 An 13+84.39, 16.00, Rt - - - - - _�, Elev=26.83 Elev=26.97
<br />MATCH EXISTING. Elev=26.23 BC, Elev=26.35 I
<br />FL=25.40 0
<br />2� "A" 11 +60.00, 13.29' Rt "A" 13+83.61, 16.00' Lt 2% + 2 ® "LSR" 115+76.05, 41.00' Rt ® "A" 16+00.02, 16.00' Rt
<br />MATCH EXISTING Elev=25.89 BC, Elev=26.36 I = A 15+26.01, 0 Rt PI, EIev=26.64
<br />22 �- 30 �-f"��°-�,
<br />3UElev26.76 ® "A" 16+02.02, 16.00' Lt
<br />"A" 11 +60.00, 10.40' Lt 18 "A" 14+00.00, 0' Rt I � ��; n
<br />MATCH EXISTING Elev=25.83 EIev=26.70 ® LSR 116+00.00, 41.00� Rt EIev=26.66
<br />® "A" 12+00.00, 0' Rt 19 "A" 14+07.28, 20.54' Rt I Elev n26.70 ® "A" 16+13.24, 17.10' Rt
<br />EIev=26.41 o EIev=26.50 ® LSR 116+51.75, 41.00 Rt Pl, EIev=26.61
<br />I �BC, EIev=26.58 „ »
<br />5�A» 12+00.00, 13.35 " Rt �0 A" 14+26.71, 33.47 Rt 3 ® A 16+50.00, 0 Rt
<br />"
<br />PI, EIev=26.12 = "LSR" 115+43.08, 58.47' Lt \ I ® "LSR" 116+28.86, 45.54' Rt EIev=27.01
<br />©
<br />» EIev=26.65 EIev=26.33 49 "A" 16+50.00, 16.98' Rt A 12+00.00, 10.31 Lt
<br />EIev=26.65
<br />PI, EIev=26.20 �1 "LSR" 1 15+23.65, 45.54' Lt I ® LSR 116+09.43 58.47 "A" 15+43.31 33.47'' Rt
<br />Lt
<br />"A" 12+50.00, 0' Rt EIev=26.59 » »
<br />EIev=26.80 © A 16+50.00, 16.00 Lt
<br />70
<br />EIev=26.48 © "LSR" 115+00.76, 41.00' Lt ARM ST RO N G ROAD "A" 15+62.74, 20.54' Lt EIev=26.69 '
<br />8 "A" 12+50.00 14.67' Rt EC, EIev=26.95 © EIev=26.60 51 A 17+00.00, 0 Rt
<br />OEIev=26.17 ®©"LSR" 115+50.00, 41.00' Lt
<br />® " ®EIev=27.04
<br />A15+85.63, 16.00Lt
<br />00 EIev=26.83 "A" 17+00.
<br />00, 16.67' Rt
<br />"A" 12+50.00, 13.16' Lt EIev=26.61
<br />M EIev=26.69
<br />EIev=26.21 LSR115+76.46, 41.00Lt
<br />"A" 14+44.00, 0' Rt 3�9 "LSR" 115+22.78, 45.60' Rt ® "A" 17+00.00, 16.00' Lt
<br />d 10 "A" 13+00.00, 0' Rt EC, EIev=26.59
<br />EIev=26.55 EIev=26.76 EIev=26.72
<br />40 "LSR" 115+42.28 58.68' Lt "A"
<br />1 1 "A" 13+00.00, 16.00' Rt © "LSR" 116+00.00, 41.00' Lt = "A" 15+43.85, 33.68' Rt ® A 17+40.00, 0 Rt
<br />PI, EIev=26.21 EIev=26.70 MATCH EXISTING, EIev=27.00
<br />39 EIev=26.77
<br />a 0 "A" 13+00.00, 16.00' Lt © "LSR" 116+52.77, 41.00' Lt 41 "A" 15+63.36, 20.60' Rt ® "A" 17+40.00, 16.66' Rt
<br />W EC, EIev=26.57 MATCH EXISTING,
<br />9 PI, EIev=26.23 EIev=26.68 EIev=26.4
<br />13 "A" 13+50.00, 0' Rt Q »LSR" 116+29.73, 45.60' Lt ® "A" 15+86.39 16.00' Rt ® "A" 17+40.00, 16.17' Lt
<br />EIev=26.51 ' MATCH EXISTING, EIev=26.55
<br />EIev=26.62 EC, EIev=26.60 CD=l
<br />14 "A" 13+48.04 16.00' Rt ® "LSR" 116+ 10.23, 58.68' Lt
<br />BC, EIev=26.30 = "A" 14+26.14, 33.68' Lt
<br />N EIev=26.46
<br />15 "A" 13+50.00, 16.00' Lt (�g "A" 14+06.64, 20.60' Lt •..• ••• ••
<br />EIev=26.31 EIev=26.41 PAOMQW
<br />0 m ra DEPARTMENT OF PUBLIC WORKS
<br />No.C7483
<br />2329 Gateway Oaks Drive ; EXP06/30/15 : SAN JOAQUIN COUNTY, CALIFORNIA
<br />-0' S4CR4MENT0, CALIFORNIA 95833 * •••. C I V I L
<br />Tele: 915-567-2500 •
<br />N Fox 916-925-3517 `%�'••"'••••
<br />i
<br />T
<br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE 1 » >
<br />A. MacGREGOR 6/14 SCALE: 1 =2o LOWER SACRAMENTO ROAD IMPROVEMENTS SHEET TOTAL
<br />H Ers
<br />R. TORADO 6/14 R. YO S H I M U RA 6/ 14 C. K. H O LT 6 14 ON ORIGINAL SCALE DRAWING ADJUST SCALED COUNTY O F SAN J O A Q U I N 0 10 20 40 CONSTRUCTION DETAILS
<br />DIMENSIONS IF THIS DOES NOT SCALE AT 1" EIGHT MILE ROAD TO SOUTH OF HARNEY CURVE 35 87
<br />
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