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n <br /> CD <br /> AC OVERLAY <br /> o <br /> o _I SEE 'PLAN LAYOUTS Ln <br /> m <br /> +' <br /> O O + <br /> O R=90' (Lt) R=716.78' (Rt) - o <br /> +6% o <br /> +4% m MATCH EXISTING Lt ETW Sc Shld +5.5 woi +6% <br /> +2% +4% <br /> 0 AXIS OF ROTATION - „0" LINE __ _ +2% <br /> -4% Rt & Lt ETW & -2% <br /> -6% Shld -2_ - — — — — _ -4% <br /> o O MATCH EXISTING Rt ETW & Shld -5.5 _6% <br /> o <br /> + + SUPERELEVATION <br /> o <br /> 34 + °N° y00 ° m �, � M w � w <br /> M <br /> 32 ON NN NNON ON o � M 34 <br /> � 0) + Q) + (D + _> ± � + � w 32 <br /> 30 Ow � LIJ ow Nw cn <br /> 0 80 VC 0 a <br /> 28 +0.00% <br /> X1 .0 <br /> -- + 30 <br /> 28 <br /> 26 80' VC <br /> 0 26 <br /> 24 > 00 <br /> N z 24 <br /> 22 — <br /> + "PROFILE <br /> 0 0 22 <br /> 20 I- w Q <br /> N rn <br /> 20 <br /> `O r O ' rn Ln O O I\ in cD 00 LnO <br /> 00 <br /> � 00 1� _- 00 ao °O a0 00 00 00 0o ao 00 00 00 00 00 00 00 a0 <br /> N N N " � cc 00 00 <br /> N N N N N N N N N N N N " CV N N N N N N N N N N <br /> 700+00 ....... ..700+50 701 +00 ' 701 +50 702+00 2 00 702+50 703+00 703+50 704+00 704+50 705+00_ 705+50 706+00 <br /> 706+50 707+00 707+50 708+00 708+50 709+00 709+50 710+00 ' 71.0+50 711 +00 711 +50 <br /> EXISTING LOWER SACRAMENTO ROAD „0„ LINE <br /> > n F � > � 34 <br /> 0 � 0 0 � wa > 32 <br /> + a�'� ± Q) + O "? C) (3) z � rn m <br /> C) w o_ w CN o_ w + w>i � 0 O'� 30 <br /> 34 CNN CN OW , oN � zN w — — <br /> N O > Ej� O > cn — 28 <br /> + N 1— U Q) <br /> 32 200' VC O w ' z -dw 26 <br /> �3 ZN O O + <br /> ° <br /> 30 k��� 120' VC 49 FG <br /> o � � _ 24 <br /> cN <br /> 28 pG w < o p 22 <br /> .346% PROFILE <br /> 26 <br /> _, 20 <br /> 24 > 11�1- c o cv <br /> o Q 0) 0) Q, ao <br /> O " N N N N N N <br /> 22 + N <br /> rr) > 712+00 712+50 713+00 713+50 714+00 714+50 <br /> 20 PROFILE N W <br /> 00 <br /> 0) Ln rn4 m00 00NI O � a0 � � � ink in �� �� <br /> CIDcc EXISTING LOWER SACRAMENTO ROAD 0 LINE <br /> N N N K) N � N M � � N � N N N N N N <br /> 200+00 200+50 201 +00 201 +50 202+00 202+50 203+00 203+50 204+00 204+50 205+00 ' µ <br /> QROFESS/o <br /> REGISTERED CIVIL <br /> ENGINEEREXTEN ION ROAD E LINE ICHAEL A. SANCH <br /> 5/20/2005 EZ`�yc <br /> m <br /> No. C60254 _ <br /> PLANS APPROVAL DATE * Exp. 06-30-06 'f <br /> Quincy Engineering, Inc. CIVIL �Q <br /> 3247 Ramos Circle <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE Sacramento, CA 95827 SHEET TOTAL <br /> M. SANCHEZ 4/30/05 ; COUNTY OF SAN JOAQUIN SCALE: H 1 ��=40' PROFILE P-4 LOWER SACRAMENTO ROAD IMPROVEMENTS NO. SHEETS <br /> MICHAEL A. SANCHEZ 5/18/05 KEITH D. RHODES 5/19/05 j►, jr/p ���� V 1 =4 HARNEY CURVE PROJECT 19 96 <br /> FILE NAME DRAWER SHEET N0. I ACAD REVISIONS DATE FOR REDUCED PLANS ORIGINAL 0 1 2 s <br /> SCALE IS IN INCHES I I I s166rp1 .dwg, Thu, 19 May 2005 - 1 :19pm, mikek <br />