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SHATTUCK TRACT ROAD <br /> 0 <br /> LEFT EDGE OF PAVEMENT ELEVATION <br /> Q LINE STATION OFFSET EP <br /> ELEV <br /> 16' "T" 404+25.00 7.00' Lt 28.59 <br /> � 16 <br /> SLI "T" 404+50.00 7.00' Lt 28. 78 <br /> 211 o <br /> 22y "T" 404+75. 00 7.00' Lt 28.58 <br /> J <br /> Q <br /> GRADE BREAK "T" 405+00.00 7.00' Lt 28.51 <br /> "T" 405+25.00 7.00' Lt 28.70 <br /> "T" 405+50.00 7.00' Lt 28.90 <br /> +66. 79 "A" BC +71 .86 "A" BC "T" 405+75.00 7.00' Lt 28.89 <br /> 16.00' Rt 16.00' Lt <br /> 2% "T" 406+00.00 7.00' Lt 28.98 <br /> +66.79 A <br /> RP 76.00' Rt 2% +71 .86+71 .86 "A" <br /> 27 83 - RP "T" 406+25.00 7.00' Lt 28.68 <br /> 27 84 76.00' Lt <br /> "T" 406+50.00 7.00' Lt 28.70 <br /> 7�3 <br /> I� "T" 406+75.00 7.00' Lt 28.60 <br /> v' 28.11 0 ,� "T" 407+00.00 7.00' Lt 28.64 <br /> 27.98 �� "T" 407+25.00 7.00' Lt 28.52 <br /> +65.31 "T" EC 1 "T" 407+50.00 7.00' Lt 28.32 <br /> 12.30' Lt 28.38 2 +12.06 "T" EC <br /> +60.00 "T" 2813 7.00' Lt "T" 407+75.00 7.00' Lt 28.39 <br /> 3.07' Lt 28.66 <br /> ELEV 28.88 403 "T" LINE 28'27 SEE DETAIL C3-1 FIRE ACCESS TURNAROUND <br /> "T" 408+50.00 7.00' Lt 28.32 <br /> SAWCUT <br /> SHATTUCK TRACT ROAD "r' 408+75.00 7.00' Lt 28.28 <br /> "T" 409+00.00 7.00' Lt 28.33 <br /> +60.00 "T" "A" 304+38.86= "T" 409+25.00 7.00' Lt 28.40 <br /> 8.75' Rt "T" 403+36.06 <br /> ELEV 28.69 "T" 409+35.65 7.00' Lt 28.40 <br /> "T" 409+50.00 7.00' Lt 28.56 <br /> ALBERG ROAD INTERSECTION WITH SHATTUCK TRACT ROAD ( L- 5) "T" 409+56.97 7.00' Lt 28.62 <br /> +08.37 "T" SCALE: 1 "=20' <br /> 47.00' Lt <br /> 27.83 +33.37 "T" <br /> 27 72J47.00' Lt <br /> 27.72 <br /> CURVE R D L T <br /> +08.37 "T" EC +33.37 "T" BC <br /> 25' 60.00' 84959'17" 89.00' 54.97' <br /> - O 60.00' 90°00'00" 94.25' 60.00' <br /> 22.00' Lt 28. 10 22.00' Lt <br /> +48.37 „T„ RP <br /> O 15.00' 90600'00" 23.56' 15.00' <br /> RP 22.00' Lt 28.21 j 22.00' Lt <br /> ,�, O 15.00' 90000'00" 23.56' 15.00' <br /> 3 4 +48.37 "T" EC +30.37 "T" O 25.00' 65010'38" 28.44' 2.8.44' <br /> 7.00' "T" BC 2g 22 7.00' Lt 7.00' Lt +50.37 "T" <br /> 7.00' Lt 28.34 3.00' Lt +70.45 "T„ CURVE NUMBERS REFERENCE CURVES ON THIS SHEET ONLY <br /> 28.47 <br /> 28.33 +50.37 "T" <br /> „ 409 1 .00 Rt 1 .00' Rt <br /> „ <br /> 408 T LINE <br /> 5 <br /> J IRSSIONq� <br /> +93. 15 to T REGISTERED CIVIL ENGINEER ��� Fy <br /> 1 5.53 Rt ICHAEL A. SANCHEZ <br /> 5/20/2005 C60254 _ <br /> Na. <br /> PLANS APPROVAL DATE * Exp 06-30-06 'f <br /> DETAIL C3 - 1 FIRE ACCESS TURNAROUND ON SHATTUCK TRACT ROAD ( L- 5) Quincy Engineering, Inc. f CIVILO�a�Q <br /> SCALE: 1 "= 1 0' 3247 Ramos Circle Of CA ill <br /> DRAWN Y DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> Sacramento, CA 95827 <br /> M.KNIGHT 05/17/05 COUNTY OF SAN JOAQUIN AS SHOWN LOWER SACRAMENTO ROAD IMPROVEMENTS SHEET TOTAL <br /> MICHAEL A. SANCHEZ 5/18/05 KEITH D. RHODES 5/19/05 � /O /'�/�S CONSTRUCTION DETAILS C-3 N0. SHEETS <br /> FILE NAME DRAWER SHEEP NO. ACAD REVISIONS DATE FOR REDUCED PLANS ORIGINAL 0 1 2 a <br /> HARNEY CURVE PROJECT 23 96 <br /> SCALE IS IN INCHES I I I I s166rcd3.dwg, Thu, 19 May 2005 - 3:17pm, mikek <br /> s� <br />