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+38.63 <br /> N 34.00 Rt 32.68 +39.97 A _ +65.05 "F" <br /> d _ 8.50 Rt 32.62 <br /> LOWER SCR - - - - - - - - EP ELEV 32.90 3400' Rt - - - <br /> 4 4MENTO `� TC ELEV 33.40 „ „ <br /> +39.99 A <br /> „ R04 <br /> D N �� 7 4.11 ' Lt <br /> F LINE „ '$ `� EP ELEV 32.87 <br /> 550 "F" 551 +55.16= RP +40.97 A i TC ELEV 33.37 <br /> "A" 300+00.00 8.51 Rt ` / +40.99 <br /> 551 553 +41 .60 "F" 8 6 4.12' Lt RP <br /> 552 9.28' Rt w <br /> N EP ELEV 32.91 4.98' "A" <br /> z 5 <br /> T o _ _ _ _ +08.48 "F" TC ELEV 33.41 3 4.98' Lt <br /> EP ELEV 32.85 <br /> 0 34.00 Rt +91 .59 F N <br /> - _ _ _ SEE RAISED +47.35 "A" Q TC ELEV 33.35 <br /> N - +94.94 "F„ CONCRETE +82.81 F 34.00' Rt '�' 5.20' Rt +47.32 "A" <br /> ISLAND 34.00' Rt >, a� EP ELEV 33.16 <br /> +43.25 F 31 .49 � - - - - - -_ _ _ _ 34.00' Rt +01 .97 F 2.11 Lt <br /> 42.00' Rt GRADE BREAK DETAIL C2-1 TC ELEV 33.66 <br /> 32.75 - - - 34.00 Rt ��r _ _ _ _ _ - EP ELEV 33.15 <br /> +53.19 "A" TC ELEV 33.65 <br /> INOI 32.74 �� r- - - - - - - - - - - - - - - - - - - - - N I RP 1 .00 Rt +53.46 "A„ <br /> 0 <br /> i 32.58 32.56 tZ 32.54 <br /> `� 32.34 GRADE BREAK +53.60 "A" \� / 0.03' Rt <br /> 32.18 � 32.22 +78.34 "F" 1 .91 ' Rt 4 <br /> EP ELEV 33.35 <br /> +94.94 "F" BC 32.35 1 32.21 42.00' Rt EP ELEV 33.36 TC ELEV 33.85 <br /> 54.38' Rt 32 38 I 32.51 T+ .97 F EC 01C ELEV 33.86 <br /> +56.39 A <br /> \^� 2 54.64' Rt 33.43 0.77' Rt <br /> N1 15 32.42 33 <br /> .89 � <br /> RAISED CONCRETE ISLAND DETAIL C2 - 1 <br /> RP +90.04 "F" <br /> SCALE 1 "=5' <br /> 94.04 Rt 33.30 32.85 +09.02 "F" RP <br /> 0 93.93' Rt <br /> +82.22 "A" EC +74.67 "A" BC <br /> 31 .98' Rt 22.73' Lt <br /> +81 .28 "A„ +88.23 "A" <br /> z 16.00' Lt <br /> 0.00' Rt <br /> a <br /> 32.58 32.58 <br /> +46.46 "A" 2% % +46.46 "A" CURVE R D L T <br /> 16.00' Rt 0 16.00' Lt <br /> Q O 40.00' 65008'52" 45.48' 25.56' <br /> rY 16' 16' O <br /> 40.00' 50°03'32" 34.95' 18.68' <br /> C.) O 53.00' 15016'13" 14.13' 7.10' <br /> ry <br /> Ld O 1 .00' 140621 '47" 2.45' 2.77' <br /> M <br /> -J N O 53.00' 14'04'14" 13.02' 6.54' <br /> O 1 .00' 119°58'50" 2.09' 1 .73' <br /> 7O 1110.00' 00°39'04" 12.61 ' 6.31 ' <br /> 8O 1 .00' 129'38'54" 2.26' 2.13' <br /> ALBERG ROAD INTERSECTION WITH LOWER SACRAMENTO ROAD ( L- 5) CURVE NUMBERS REFERENCE CURVES ON THIS SHEET ONLY <br /> SCALE 1 "=20' <br /> ��c QROfESS/O <br /> o ti <br /> REGISTERED CIVIL ENGINEER <br /> w ICHAEL A. SANCHEZ m <br /> 5/20/2005 No. C60254 <br /> PLANS APPROVAL DATE Exp. 06-30-06 'f <br /> QQuincy Engineering, Inc. CIVIL 3247 Ramos Circle �f�TE OF CAUEO��\P <br /> Sacramento, CA 95827 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATESHEET TOTAL <br /> M.KNIGHT 05/17/05 LOWER SACRAMENTO COUNTY OF SAN JOAQUIN AS SHOWN CONSTRUCTION DETAILS C-2 ROAD IMPROVEMENTS NO. SHEETS <br /> MICHAEL A. SANCHEZ 5/18/05 KEITH D. RHODES 5/19/05 � J /a f/T7�5 HARNEY CURVE PROJECT 22 96 <br /> FILE NAME DRAWER SHEEP NQ. ACAD REVISIONS DATE FOR REDUCED PLANS ORIGINAL 0 1 2 3 <br /> /„® SCALE IS IN INCHES I I I I sl66rcd2.dwg, Thu, 19 May 2005 - 3:14pm, mikek <br />