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ROADWAY ITEMS <br /> (N) * Uj Uj of w � z � W 0 w LU * *(n 0 (N) w Of <br /> Z f- U.1 Uj W W W W W Q W W Z LU I Y_ Y_ J � Z UF- LU LU w 0 0 0 a Z LU W H <br /> z0 Qo W F- F' Q F- F' m Q w (7 Qw ~ Z U ^ U � UW U � QQ UQ 0Q 0 j 2H0 Z � Ili W Z Qw Qm � X Q0 0 ^ } Z <br /> < Qw Qw �" 0Z J2 � U Z z0 z zD z � U U w - ¢ ILL QO D_ Q QQ ww <br /> � ¢ = afw = Ixw JY aw WQ OW OD O � OC9J � w w awz Q x F- 0 w w w <br /> ¢ o > Y Ua Ua > Qw Ow Q Q w w C7 U) LL w w Um F- U Uw <br /> CL 4 cn U H a a a U) W < a z LU > > U) O J U) F E a Of � DESCRIPTION <br /> U Q Q Z Z } Z O 0 Q U V U Z U 0 U > U > w w } Q U J w J F- Z W W O U' O J W Z <br /> LINE STATION O OU Q SOH U) O Q = m Ja � � � -- � Q � w o_' m � � � � U U � ZJ � > � H 0LL > � Q g0 w ¢ p � <br /> Q Q O m � LU Ww w wQ ¢ z_ - > 0- Q Q �- u) 0 <br /> J Ixw U U U U) UQ 0U) Zco Z LO 000 z0 J Q � U 0- Q � w 0 LU LU am C0 2 <br /> LU (?in - a a J - = Of w 0 <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 /> "H" 109+16.58 "F" 563+66.38 LT 1 1 4.4 1 1 337 <br /> "H" 109+03.74 109+38.67 RT 0.5 35 <br /> "F" 559+67.70 559+94.86 LT 0.4 27 <br /> "F" 559+77.90 559+95.32 RT 0.2 17 <br /> "F" 560+00.35 560+07.30 RT 0.1 7 <br /> "H" 110+51 .73 110+78.16 RT 0.3 26 <br /> "H" 110+51 .19 110+81 .97 LT 0.4 31 <br /> 7" 560+73.70 560+93.96 RT 0.3 20 <br /> "H" 112+27.50 113+44.23 LT 0.8 117 <br /> 111-1" 111+97.77 112+97.73 RT 0.7 100 <br /> "F" 560+93.96 563+66.38 RT 21 .5 CITY OF LODI SP 135 <br /> "H" 105+08.40 109+03.74 RT 395 MOD ROLLED C&G <br /> "F" 559+85.87 "H" 109+30.20 LT 3.2 85 PED PAD SW CORNER <br /> "F" 559+87.93 "H" 100+60.56 RT 5.6 148 PED PAD SE CORNER <br /> "H" 110+62.57 "H" 560+86.16 RT 5.8 153 PED PAD NE CORNER <br /> 7" 538+37.32 549+01 .35 RT 1468 <br /> 17" 547+22.58 551+08.32 RT 1108 <br /> 17" 558+08.25 560+07.00 RT 220 <br /> "F" 560+83.32 563+66.38 LT 295 <br /> "F" 106+30.00 106+65.00 RT 25 <br /> "H" 107+05.00 RT 5 <br /> "H" 116+60.00 LT 5 EXISTING BARRICADE <br /> "F" 533+47.00 LT 1 <br /> "F" 560+86.00 RT 1 <br /> "H" 109+30.00 RT 1 <br /> "F" 560+36.83 RT 1 BENCHMARK #1 <br /> "D" 604+73.14 CL 1 BENCHMARK #2 <br /> "F" 535+61 .46 v CL 1 1 SURVEY MONUMENT #1 <br /> "A" 304+38.86 CL 1 SURVEY MONUMENT #2 <br /> "F" 534+00.00 534+42.00 RT 330 <br /> "D" 601+68.00 602+87.00 RT 500 <br /> 17" 409+70.00 410+40.00 LT/RT 330 <br /> "O" 712+65.00 714+90.00 RT 2980 <br /> "F" 560+67.00 561+55.00 RT 454 <br /> "O" 702+30.00 704+00.00 RT 69.8 206 <br /> "O" 705+90.00 707+41 .00 RT 79.2 234 <br /> "O" 709+80.00 711+18.00 RT 63.4 187 <br /> "D" 603+40.00 RT 1 <br /> "H" 106+30.00 RT 1 <br /> "H" 107+82.00 RT 1 <br /> "F" 562+53.64 RT 1 <br /> "H" 108+98.86 109+33.75 RT 52 <br /> 17" 503+07.71 507+32.00 RT 300 23 129 190 <br /> 17" 503+19.37 503+89.31 RT 1 .2 92 <br /> 17" 504+34.56 504+55.27 RT 3.7 11 <br /> SHEET TOTAL 300 129 240 190 0 0 4594 0 395 0 22 0 592 217 386 638 1108 540 1468 52 4 2 1 4 <br /> SHEET TOTAL FROM Q-1 29397 11258 1084 16903 77 670 0 4483 475 297 0 12.5 805 213 5049 0 0 0 0 0 0 0 0 0 <br /> GRAND TOTAL 29697 11387 1324 17093 77 670 4594 4483 870 297 22 12.5 1397 430 5435 638 1108 540 1468 52 4 2 1 4 <br /> 1 1 1 1 1 1 <br /> (N) NOT A SEPARATE PAY ITEM, FOR INFORMATIONAL PURPOSES ONLY 1 EROSION CONTROL TYPE D) (N) <br /> * FOR ADDITIONAL "ASPHALT CONCRETE (TYPE B)" QUANTITIES, SEE DRAINAGE QUANTITIES. <br /> * * AREA <br /> FOR ADDITIONAL "PLACE ASPHALT CONCRETE (MISCELLANEOUS AREA)" QUANTITIES, SEE DRAINAGE QUANTITIES. SHEET No. <br /> EROSION CONTROL (TYPE D) L-1 SQFT <br /> 1000 <br /> L-2 23653 QROFESSIpyq� <br /> UNIT TOTAL L-3 46234 <br /> L-4 29638 REGISTERED CIVIL ENGINEER <br /> STRAW (EROSION CONTROL) TON 8 L-5 47611 w ICHAEL A. SANCHEZ m <br /> FIBER (EROSION CONTROL) LB 4420 L-6 3918 5/20/2005 No. C60254 '° <br /> PURE LIVE SEED EROSION CONTROL) LB 221 DRAINAGE BASIN 66608 PLANS APPROVAL DATE * 06-30-06 <br /> COMMERCIAL FERTILIZER (EROSION CONTROL) LB 1720 J Exp. 06-30-06 <br /> 1 REVISED PER ADDENDUM N O . 1 STABILIZING EMULSION EROSION CONTROL LB 394 TOTAL 218662 Quincy Engineering, Inc. /qle <br /> 3247 Ramos Circle OF <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 <br /> COUNTY OF SAN JOAQUIN NO SCALE SUMMARY OF QUANTITIES Q-2 NO. SHEETS <br /> MICHAEL A. SANCHEZ 5/18/05 KEITH D. RHODES 5/19/05 HARNEY CURVE PROJECT 92A 96 <br /> FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE FOR REDUCED PLANS ORIGINAL o 1 2 3 <br /> ( �C�O SCALE IS IN INCHES I I I I sl66r_Q1_Q2.dwg, Mon, 20 Jun 2005 - 10:13am, mikes <br />