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ROADWAY ITEMS <br /> (N) * w w CK w w w * * w (N) <br /> F- F- WW F- Z F- of p F- _ W W U) U F- w <br /> 00 It <br /> z W _ w _ m ZZ � U � r � a � wQ � � � Y_ Y J F- W w U ZZ Z (D W Z W w F- <br /> O Q0 W JIJ < JWm Q WU' ¢ w Z U ^ U (9 Up U � Q UQ pQ pW QWO Z WF- z LLLU ¢ m F- X ¢ p O ^ � Z <br /> F- Q ¢ Ix W Q w w N z J W U Z w- z U z 2 z D J z � U w U W d W Z W Q Y (7 � U w w LU Q m F- U U W W W <br /> ¢ p > Y = Ua = Ua to pY a > w ¢ Op Op O OU' ¢ Ow Q ¢ w w U) LL w cwi� O _ � p <br /> U ¢ ¢ z az az cn U p � � U Uz Up U > U > wa wa < 0 -1 > w J � Zw > >OQ >O � ¢ w � � } DESCRIPTION <br /> LINE STATION O OU ¢ ( U) ¢ O ¢ Baa.. � w � V � Q fYw � m � � � � U U � 0 <br /> � x m ¢ O ,. ¢ O ., U c=n °° ODU pu O Om O � � fYw p Q ,. Q .. w w ¢ ¢ z - U O W > 2a Wg w ¢ ¢ ~ cn0 <br /> app Oma. J J UOU a _j Wu) m m <br /> w ¢ z z � z � zU - z a a ¢ USA ¢ w Of W - a <br /> w � � U - � � d � U � � cn p <br /> FROM TO LT/RT CY CY TON TON CY CY SQFT SQFT LF LF CY CY CY LF LF SQFT SQYD LF LF LF LF LF EA EA EA EA <br /> "F" 531+50.00 533+50.00 LT/RT 793 15 364 535 <br /> "F" 533+50.00 538+00.00 LT/RT 1708 487 1367 2010 <br /> "F" 538+00.00 548+59.00 LT/RT 4307 4385 2715 3995 <br /> "F" 547+50.00 550+50.00 LT/RT 15360 513 184 DRAINAGE BASIN <br /> "F" 548+59.00 557+54.00 LT/RT 1020 6615 2230 3282 <br /> "F" 557+54.00 559+80.00 LT/RT 642 196 615 905 <br /> "F" 559+80.00 560+89.00 LT/RT 517 19 491 723 <br /> "F" 560+89.00 563+66.38 LT/RT 717 65 808 1189 <br /> "D" 600+65.50 602+87.13 LT/RT 208 5 132 185 <br /> "D" 602+87.13 605+50.00 LT/RT 104 7 1 1 OVERLAY <br /> "D" 605+50.00 606+56.00 LT/RT 185 111 155 <br /> "E" 200+40.00 204+30.00 LT/RT 400 1765 352 493 <br /> "O" 700+20.00 702+00.00 LT/RT 521 10 189 264 <br /> "O" 702+00.00 714+86.54 LT/RT 485 32 OVERLAY <br /> "O" 711+32.01 712+64.23 RT 240 125 175 <br /> "A" 300+56.00 304+38.86 LT/RT 551 1415 516 760 <br /> "T" 400+00.00 400+15.00 LT/RT 180 <br /> "T" 400+00.00 401 +60.00 LT/RT 44 7 OVERLAY <br /> "T" 401+60.00 409+93.15 RT 206 10 OVERLAY <br /> "T" 401+60.00 409+50.37 LT 415 266 363 FIRE TURNAROUND <br /> "T" 409+70.45 409+93.15 RT 235 COLD PLANE AC <br /> "H" 104+60.59 109+03.74 LT 396 123 104 141 WIDENING LT <br /> "H" 105+08.40 105+23.40 LT/RT A 255 COLD PLANE AC <br /> 105+08.40 109+03.74 LT/RT 86 OVERLAY <br /> 105+08.40 109+03.74 RT 110 V167 6 WIDENING RT <br /> 110+78.16 116+58.06 LT/RT 1417 18 727 990 15 <br /> "F" 533+92.00 RT 6.2 273 DRIVEWAY CONFORM <br /> "F" 534+78.00 RT 1 7.1 1 312 1 DRIVEWAY CONFORM <br /> "F" 535+05.00 RT 8.1 358 DRIVEWAY CONFORM <br /> "F" 535+88.00 RT 6.3 275 DRIVEWAY CONFORM <br /> "F" 562+71 .02 RT 52.1 1250 DRIVEWAY CONFORM <br /> "F" 563+47.38 RT 22.5 600 DRIVEWAY CONFORM <br /> "D" 600+01 .00 LT/RT 12.5 12.5 DRIVEWAY CONFORM <br /> "D" 602+22,00 LT 3.1 135 DRIVEWAY CONFORM <br /> "D" 603+76.00 RT 36.2 50.8 FIRE TURNAROUND <br /> 606+28.00 LT 19.8 875 DRIVEWAY CONFORM <br /> 106+37.00 LT 3.5 156 DRIVEWAY CONFORM <br /> 106+85.00 LT 3.2 140 DRIVEWAY CONFORM <br /> 112+10.00 LT 4.2 187 DRIVEWAY CONFORM <br /> 113+60.00 RT 0.9 41 DRIVEWAY CONFORM <br /> 115+20.00 RT 3.8 166 DRIVEWAY CONFORM <br /> 113+60.00 LT 1 .3 59 DRIVEWAY CONFORM <br /> 114+45.00 LT 2.1 94 DRIVEWAY CONFORM <br /> 114+80.00 LT 1 .7 73 DRIVEWAY CONFORM <br /> 116+48.00 LT 1 .2 55 DRIVEWAY CONFORM <br /> "F" 534+04.33 538+00.00 LT/RT 5.1 396 <br /> "F" 533+91 .03 538+00.00 RT 5.3 409 <br /> "F" 538+00.00 543+01 .28 LT 3.9 501 MEDIAN LT SIDE <br /> "F" 538+00.00 543+01 .28 LT/RT 3.9 501 MEDIAN RT SIDE <br /> "F" 538+00.00 543+01 .28 CL 34.3 34.3 <br /> "F" 543+35.84 543+36.00 LT 2.7 74 2.1 RAISED ISLAND <br /> "F" 543+00.00 559+79.93 LT/RT 13 1680 <br /> MEDIAN LT SIDE <br /> "F" 543+00.00 559+79.93 LT/RT 13 1680 <br /> MEDIAN RT SIDE <br /> "F" 543+00.00 559+79.93 CL 251 .2 251 .2 <br /> "F" 551+41 .60 551+41 .49 RT 1 .5 47 1 .1 RAISED ISLAND <br /> "F" 561 +29.41 563+66.38 CL 475 8.6 CURB TYPE F <br /> 107+03.96 109+16.58 LT 1.5 213 <br /> SHEET TOTAL 29397 11258 1084 16903 77 670 0 4483 475 297 0 1 12.5 805 1 213 5049 0 0 0 0 0 0 0 1 0 0 <br /> 1 1 v �9,z <br /> (N) NOT A SEPARATE PAY ITEM, FOR INFORMATIONAL PURPOSES ONLYFESS/ppq! <br /> 0 <br /> 7k FOR ADDITIONAL "ASPHALT CONCRETE TYPE B " QUANTITIES, SEE DRAINAGE QUANTITIES. REGISTERED CIVIL ENGINEER ��` Fyc, <br /> ( ) �, � , ; : = w ICHAEL A. SANCHEZ m <br /> * * FOR ADDITIONAL "PLACE ASPHALT CONCRETE (MISCELLANEOUS AREA)" QUANTITIES, SEE DRAINAGE QUANTITIES. 5/20/2005 No. C60254 <br /> PLANS APPROVAL DATE EXP 06-30-06 <br /> Quincy Engineering, Inc. J}9 CIVIL <br /> 1 REVISED PER ADDENDUM N o . 1 3247 Ramos Circle rF 4F CA��F�� <br /> Sacramento, CA 95827 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATELOWER SACRAMENTO ROAD IMPROVEMENTS SHEET TOTAL <br /> M. SANCHEZ 5/20/05 COUNTY OF SAN JOAQUIN NO SCALE SUMMARY OF QUANTITIES Q-1 NO. SHEETS <br /> MICHAEL A. SANCHEZ 5/18/05 KEITH D. RHODES 5/19/05 HARNEY CURVE PROJECT 91A 96 <br /> FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE FOR REDUCED PLANS ORIGINAL 0 1 2 3 <br /> Q I SCALE IS IN INCHES I I I I I s166r_Q1-Q2.dwg, Fri, 17 Jun 2005 - 4:07pm, mikes <br /> •'I <br />