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Superelevation Transition <br /> ° 0.25' A.C. Overlay <br /> N <br /> o 0) Sta. 146+98- 20' Lt. & - 30' Rt. Construct 18"0 StormCD _ <br /> ete\eJOk,\o� Crown �•� Drain Inlet. Grate Elevation (Lt.) 104.44', Grate Elevation a <br /> Runoff W W (Rt.) 104.00 FI. Elevation 101.84 Lt., FI Elevation 101 .7 Rt. � <br /> `'gyp 180' Superelevation Runoff <br /> Refer to sheet No. 4 for Storm Drain Inlet and S.J. Co. Std. b LO <br /> 33 Drawing D-16 for details. <br /> � o <br /> IL a <br /> � <br /> v <br /> oo° R/W 0 0 <br /> EP to C P i n + + w (Traveled Roadway) + Const. + <br /> ^t 0 NLO <br /> R/W - - - - - - - - - - - - - - - - - - - - - - - - .01 +m o- 0 <br /> 146 > - - - °° 47 148 <br /> cam _ _ _ _ _ — � — — — — <br /> ro u; <br /> k : — — <br /> - - - - - - - -- - - - - - - <br /> <eO° e<e\eJ°t\Oo i tP/ / � ' / / Y Utility Pole to relocated by others R/W <br /> Supe a0 541? a Mo prior to roadway Construction (Traveled Roadway) <br /> GQ� i / Qo° Existing Sump Pump a <br /> \5ti�r° to remain in place 't 4 Sta. 146+98 - Place 12"' x 50 L.F. <br /> o+ Alt. Storm Drain Pipe (Type A) <br /> EP o U') <br /> G 0ci : Sta. 144+15 - 22' RT. Relocate o <br /> L5 P '� J•� existing Air Relief Box and Air Ui Lo <br /> s ° Relief Valve. Refer to City of <br /> �l Tracy Std. No. 411 for Details. <br /> i <br /> RIS PLAN SCALE <br /> Const. Curve Data 0 40 80 \ \\\ <br /> A = 3937'05" \ \ <br /> k s� R = 600.00' Scale in Feet \\ \ \ <br /> T = 164.24' \ \\ <br /> d L = 320.63' \ \ <br /> �j Ch = 316.83' \ \ <br /> a 0 = 9'32'57" Over \ \ <br /> 0.25' A.C. lay 1 \ <br /> yam° °� 9: _00 ` \ � <br /> o �p <br /> °p .: <br /> �. Offset Dist. from <br /> CL Survey to CL Const. <br /> 07 Sta. Left Right LO <br /> 132+00 0' 0' o_ + \\ <br /> R <br /> °�. 141+77 3.91' - a Sta 159+38 Lt. LO <br /> °> 142+00 4.00' - + R/W End of Widening / � \\ <br /> 146+00 2.69' - (Traveled Roadway) \ <br /> 145+04.94 3.95 - + (� R/WLr) 160 \ <br /> 148+00 0' 0' M 'L b --0- \ <br /> 150+00 - 2.57' <br /> Const. <br /> M _ — <br /> 151 +00 - 2.60' o — <br /> O \\ <br /> 152+00 - 1.15' EP o- —_i — R O \ <br /> 153+00 0.29' - <br /> 154+00 3.17' - 156 — 'V111 �\ \ <br /> 155+00 5.78' - io 153 155 — _ 10 <br /> Sta 159+94 Rt. \ <br /> 156+00 - 0' — — End of Widening p \ \ <br /> 157+00 - 2.00' cn 00 � \ <br /> 158+00 - 4.02' o- \ <br /> R/W <br /> 159+00 - 6.02' (Traveled Roadway) <br /> 160+00 1 1 .85' 1 - g0 °mss `o <br /> EP <br /> 610 <br /> x <br /> o� <br /> o� <br /> END OF PROJECT <br /> Finished Grade <br /> E LEGEND <br /> LO Existing Profile <br /> o` >, co Direction of flow <br /> U.S.G.S DATUM v o 0 <br /> 107 > o c°'Co o ° - ace Drainage <br /> Note <br /> �..�.... .... .......... .+ o ........ .. .. ....� .. ......... ..........:..................... .. .......:.......:....... ......:........ .... . .: ...... ri APProximate Finishe 107 Surface <br /> CO <br /> — — -� + o .. ................... ........ ..... ...... .Q ...... ........... .�. ...... * Grade Shoulder area at N W <br /> Corner of Lammers Road to drain <br /> _—� ... . <br /> _ . . _ . . . _ 0.17% <br /> - - - - - - - - _ . .+. . . . _ . .._ . _ . . _ . . ..:. . . . .�. .` . _ _ . .. Paymas ent teof thishwo k willbeby <br /> rade <br /> r. <br /> 105 — _ -- - - _ - - - - -035 It o o Item #1 Force Account. <br /> ........... ... ...... ...... ........... ..:............... -- ----. 105 <br /> ... ... ..... .. .. .. . + <br /> -�_ .............. _ ALE <br /> . ... ...... .: _ <br /> ... ..�............... . .....�. .....�. .... 1 �. ..'.. <br /> • � • � � �•, PROFILE SC <br /> 0 20 40 80 <br /> HORIZ. in q <br /> Scale in Feet <br /> 0 2 4 <br /> VERT. <br /> 139 140 141 142 143 144 Scale in Feet <br /> 145+0 Ahead 146 147 148 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE sCHUL ROgp RE UR IN, LNO. <br /> TOTAL <br /> Chad Gamble 10/96 COUNTY OF SAN JOAQUIN SCALE AS SHOWN PLAN AND PROFILE AND BIKE IANE IMPROVEMENTS SHEETS <br /> �`�`� i )� � �� �, /�✓� Haneen Road to Lammers Road 4 <br /> FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE <br /> Roo S 3 2 <br />