Laserfiche WebLink
N _ SEE CONSTRUCTION <br /> DETAILS <br /> 00 <br /> Ln R= 1070' (Lt) Ln <br /> 0 <br /> +4% M Rt ETW +4 LO +4% <br /> Lt ETW 0.4 <br /> +2% U o _ +2% <br /> Rt ETW –0.2 <br /> 0 AXIS OF ROTATION – F LINE w 0 <br /> –2% — — M -2% <br /> w _ -24% <br /> –4% Rt ShId -2 O' O O o – <br /> % <br /> Ln +Lt ETW & Shld –4 + + + + Cn <br /> + . <br /> SUPERELEVATION Ln Ln �o Ln + <br /> 34 Lu `n 551 +00 VPI Oi cp 34 <br /> rn > <br /> cwn Eley_ 31 .49 000 N u' <br /> 32 551 .55, 16 i� 32 <br /> Efev 31 .28 PC o °-2) <br /> + _ -Q.214% 560+36.83 w w <br /> 30 Eley 29.39 J 30 <br /> 28 <br /> _� <br /> 28_ - - - - _ — - - - v <br /> 26w 2626 <br /> 24 24 <br /> H- <br /> 22 PROFILE 22 <br /> „A" LINA "H" LINE <br /> 20 ALBERG ROAD _ HARNEY LANE 20 <br /> C0 00 Q Q) O) 00 r< (0 (0 in d r`? N r _ C3 a, („ 00 (0 e0 <br /> Ln 10 c0 cD 00 00 (D I� O) D7 C7 M 0 0 N 4 N O) <br /> rO r\ O � O r\ O 006 006 _. � O _ y � � y, � 00 (3i � � � � � � <br /> N N N N N N N N N N N N N N N N N N N N N N N <br /> Cr1 rn �3 r'3 r7 -n r7 w� I� {�} r7 _ �? - N N N N N N N <br /> 51 +50 5 2+00 552+50 5 3+00 553+50 5 4+00 554+50 555+00 555+50 5 6+00 556+50 5 7+ <br /> �0_ 550+00 , 550+50 551 +00 ' 5 5 5 5 5 5 QO 557+50_ 558+00 558+50 559+00 '_ 559+50 ' 560+00 ' ' 560+50 ' 561 +00 5( <br /> CONFORM' TO THE CfTY OF LOD1'S <br /> LOWER SACRMANENTO ROAD WIDENING PROJECT <br /> +4% <br /> +4% <br /> +2% +2% <br /> 0 — _ _ — 0 <br /> –2% -2% <br /> –4% Rt & Lt ETW & Shld -2 –4% <br /> W <br /> m <br /> M SUPERELEVATION <br /> 34 w END CONSTRUCTION 34 <br /> w Cn CONFORM <br /> 32 O 563+66.38 32 <br /> PG Elev 30.24 <br /> 30 + +0.25! <br /> 28 Ln 28 <br /> OG <br /> 26 26 <br /> --wl <br /> 24 —' 24 <br /> C) <br /> 22 PROFILE 22 <br /> 20 20 <br /> � �n c0 O � � r00 rN 00 O� 00 rn O O N N N r <br /> I� . <br /> 00 C � 006 00 � 006 00 0 00 00 O) O) 0) 0) O) f O O) <br /> NN NN NN NN Nn N N _ N N N N N N cV N N N N <br /> 0 ' 562+00 562+50 563+00 563+50 564+00 564+50 565+00 ' 565+50 566+00 566+50 567+00 567+50 ' 568+00 ' 568+50 ' ' <br /> 561 +5 569+00 569+50 <br /> _ <br /> za :� J��l � "" c� /j QRzFESSIpyq! <br /> LOWER SACRAMENTO ROAD — F LINE <br /> *' 1 ' y �O F <br /> t i REGISTERED CIVIL ENGINEER �� yc <br /> ICHAEL A. SANCHEZ <br /> 5/20/2005 No. C60254 A <br /> PLANS APPROVAL DATE Exp. 06-30-06 >F <br /> Quincy Engineering, Inc. CNIL a�Q <br /> 133247 Ramos Circle lF OF CA��EO� <br /> Sacramento, CA 93827 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> M. SANCHEZ 4/30/05 COUNTY OF SAN JOAQUIN SCALE: H 1 =40 PROFILE & SUPERELEVATION P-2 LOWER SACRAMENTO ROAD IMPROVEMENTS NO. SHEETS <br /> N. CLARK 5/18/05 MICHAEL A. SANCHEZ 5/18/05 KEITH D. RHODES 5/19/05 /4VW, I /d sli7�rf V 1 =4 HARNEY CURVE PROJECT 17 96 <br /> FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE FOR REDUCED PLANS ORIGINAL 0 1 2 3 <br /> E7 I SCALE IS IN INCHES I I I I I sl66rpl .dwg, Thu, 19 May 2005 - 1 :16pm, mikek <br />