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HomeMy WebLinkAbout5109 Summary of QuantitiesM x 0 w m cn o> w w Er w w 0 w z w Q J Z w > w C) V) om r w m �-o aw �z w w aw = U o U z 0 x F_ Q F_ 0 cn z a 0 F_ z w a w D� LOCATION x C w z w aQ J w w w o� zv 00 --DU w= w~ z c� Qaw J w� w w~ w o�cn� zUwv 00 0 --DU, U 0 a � = w w � cn Q a^w� xam 1-- :2wC� wz O�m a = w cn a^ xu ,--� :2w �� 0� = c�, cn w cn � a acs CD Lu c�cn CD< am w � � z 0 U ZW acn wa _jm w z � � � z � 0 U o ZW~ acnes waw _j M' � a 0 U v a F__ � o u w � Q� (I- + � > w J~ az w0 cn__D o' FROM TO w o 0 o- TON X X Q CY O TON Z LF O m m Q Q o z w 0 _ U U Fy x U � "I-10'' 664+50000 Z r") Q � z LL_ a II n LL z II c) Q E 'I-10'' 675+95000 "I-10'' 677+50000 WB ROUTE 10 8 (1)W 86 z II 34 z c 0 Q "R1 " 675+95000 U WB ON-RAMP z 0 x F_ Q F_ 0 cn z a 0 F_ z w a w Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 340 624 S -0-`n h CCS 09-08-11 REGISTERED CIVIL ENGINEER DATE QROFESS10IVq 09-08-11 PLANS APPROVAL DATE THE STA TF OF CALIFORNIA OR ITS 0FFICFR5 OR AGENTS SHAL L NOT BF RFSPON5I9L F FOR THE ACCURACY OR COMPL FTENFSS OF SCANNED COPIES OF TH/S PLAN SHEET PARSONS 3200 EAST CUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 PAVEMENT STRUCTURAL SECTIONS SHEET STATION LOCATION Str Sec No o C w z w aQ J w w w o� zv 00 --DU w= w~ z c� Qaw J w� w w~ w o�cn� zUwv 00 0 --DU, U a _ w cn a^ xa �--� �w �w 0� = a � = w w � cn Q a^w� xam 1-- :2wC� wz O�m a = w cn a^ xu ,--� :2w �� 0� = c�, cn w cn � a acs CD Lu c�cn CD< am w � � z 0 U ZW acn wa _jm w z � � � z � 0 U o ZW~ acnes waw _j M' � a 0 U v a F__ � o u w � Q� (I- + � > w J~ az w0 cn__D 0 a o cn -- J~ az w0 cn--D FROM TO SQFT o 0 TON TON X X Q CY O TON Z LF O m m "I-10'' 664+50000 WB ROUTE 10 o 199490 o 159 LIQ U U Fy x 29110 � "I-10'' 664+50000 "I-10'' 675+95000 WB ROUTE 10 Q 289792 � U 235 II n LL II c) 29290 E 'I-10'' 675+95000 "I-10'' 677+50000 WB ROUTE 10 8 (1)W 86 z II 34 c 310 Q "R1 " 675+95000 JN WB ON-RAMP ~ 39642 a •-c c c./7 30 U L N 54 V) 0 0- 634 1 55 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 340 624 S -0-`n h CCS 09-08-11 REGISTERED CIVIL ENGINEER DATE QROFESS10IVq 09-08-11 PLANS APPROVAL DATE THE STA TF OF CALIFORNIA OR ITS 0FFICFR5 OR AGENTS SHAL L NOT BF RFSPON5I9L F FOR THE ACCURACY OR COMPL FTENFSS OF SCANNED COPIES OF TH/S PLAN SHEET PARSONS 3200 EAST CUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 PAVEMENT STRUCTURAL SECTIONS SHEET STATION LOCATION Str Sec No o AREA (N) w z w aQ J w w w o� zv 00 --DU w= w~ z c� Qaw J w� w w~ w o�cn� zUwv 00 0 --DU, U a _ w cn a^ xa �--� �w �w 0� = a � = w w � cn Q a^w� xam 1-- :2wC� wz O�m a = w cn a^ xu ,--� :2w �� 0� = c�, cn w cn � a acs CD Lu c�cn CD< am w � � z 0 U ZW acn wa _jm w z � � � z � 0 U o ZW~ acnes waw _j M' � a 0 U v a F__ � o u w � Q� (I- + � > w J~ az w0 cn__D 0 a o cn -- J~ az w0 cn--D FROM TO SQFT CY CY TON TON TON CY CY CY TON TON LF LF L-1 "I-10'' 653+95000 "I-10'' 664+50000 WB ROUTE 10 1 199490 902 159 361 29113 29110 L-2 "I-10'' 664+50000 "I-10'' 675+95000 WB ROUTE 10 1 289792 19333 235 533 39948 29290 'I-10'' 675+95000 "I-10'' 677+50000 WB ROUTE 10 8 19860 86 34 144 310 "R1 " 675+95000 "R1 " 677+50000 WB ON-RAMP 4 39642 1 15 30 54 634 1 55 L-3 "1-10'' 677+50000 "A" 682+72.37 WB ROUTE 10 8 79320 339 136 636 950 "A" 682+72037 "A" 687+40000 WB ROUTE 10 1 109260 475 84 190 19755 468 "B" 683+65093 "B" 684+94093 EB ROUTE 10 1 19232 57 10 23 138 129 "A" 681+66.21 "A" 691+50.00 WB & EB ROUTE 10 2 199205 81 8 1 57 356 1 9230 39936 "R1 " 677+50000 "R1" 691+50.00 WB ON-RAMP 4 469658 1 9469 381 691 89409 1 9700 "R2" 687+40000 "R2" 691+50.00 WB LOOP ON-RAMP 4 109734 338 88 159 1 991 6 410 "B" 679+54090 "R3" 682+50000 EB OFF -RAMP 7 39789 119 56 526 295 "B" 679+54090 "R3" 691+50000 EB OFF -RAMP 4 449861 19412 366 665 79957 19763 L-4 "C" 18+50000 "C" 23+50000 CHERRY Ave 5 599704 29682 19658 2076 6091 ''S'' 14+55000 ''S'' 19+43023 SLOVER Ave 5 269435 19187 734 1022 3006 ''S'' 20+58054 ''S'' 25+33000 SLOVER Ave 5 369255 19628 19007 4020 PARKING LOT CHERRY/SLOVER 5 39497 157 97 0.16 0.40 L-5 "R3'' 691+50.00 ''R3'' 693+36000 EB OFF -RAMP 4 89925 281 73 132 1 9748 1 86 ''R3'' 693+36000 ''R5'' 695+73046 EB RAMP/CHERRY 7 109346 326 153 19986 299 ''R5'' 695+73046 ''R5'' 699+00°00 EB ON-RAMP 7 39919 123 58 849 27 'R5'' 695+73.46 ''R5'' 701+50.00 EB ON-RAMP 4 169830 530 137 249 39008 639 'R3'' 692+15000 ''R3'' 693+00°00 EB OFF -RAMP MVP 5 780 35 22 0.04 0.09 'R5'' 696+00°00 ''R5'' 696+85000 EB ON-RAMP MVP 5 780 35 22 0.04 0.09 "C" 23+50000 "C" 28+33035 CHERRY Ave 5 549634 29454 19518 2053 6032 SHEET TOTAL 79730 993 19720 89179 59058 39413 437 6.75 21.07 369997 159667 (N) TO NOT A SEPERATE PAY ITEM, FOR INFORMATION ONLY. BORDER LAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800pa001odgn RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 SUMMARY OF PROJECT NUMBER & PHASE SOON ANN CHEAH z w No. 52143 Exp. sT CIVIL P ti ATF OF CAL SANBAC 1170 W 3RD STREET SAN BERNARDINO, CA 92410 QUANTITIES 0800000744 Q-1 N o N M N >> \ N n W W 00 Wes Q� o � z O o O L I w O O a O M x 0 w m cn o> w w Er w w 0 w w Z J O � Z w z > w w V) om r w m �-o aw �z w w aw = U o U z 0 x F_ Q F_ 0 cn z Q 0 F_ z w a w D� LOCATION x C z zw aQ Jw w w o� ~� z� 00 �U z zw� Qaw JwL w w~ w o��� zUwU 00 0 --DU U 0 a = w w � Q a^w� xam �w� ��z 0 _�-�- a = w cn a^ x �w �m 0� _`- c� cn wU) � a <U CD Lu CD U) CD< am L � z 0 U ZW acn wa _jm z L � z � 0 U o ZW~ acnm wa(y _j co, a 0 U v a F__ o �, w � � cl- + � > w J~ az w0 Cf)--Dcn o' FROM TO w o 0 o- TON X X Q CY O TON z LF O m m Q Q o z w 0 _ U U Fy x U � "R1 " 691+50.00 z r") Q � z LL_ a II 122 z II O Q E "R2" 691+50.00 "R2" 703+51 030 WB LOOP ON-RAMP 4 (1)W 19428 z 370 II z c 0 Q "R4" 694+24050 U WB OFF -RAMP z 0 x F_ Q F_ 0 cn z Q 0 F_ z w a w Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 341 624 S -0-`n h CCS 09-08-11 REGISTERED CIVIL ENGINEER DATE QROFESS10IVq 09-08-11 PLANS APPROVAL DATE THE STA TF OF CALIFORNIA OR ITS 0FFICFR5 OR AGENTS SHAL L NOT BF RFSPON5I9L F FOR THE ACCURACY OR COMPL FTENFSS OF SCANNED COPIES OF TH/S PLAN SHEET PARSONS 3200 EAST CUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 PAVEMENT STRUCTURAL SECTIONS SHEET STATION LOCATION Str Sec N o o C z zw aQ Jw w w o� ~� z� 00 �U z zw� Qaw JwL w w~ w o��� zUwU 00 0 --DU U a _ w cn a^ xa �w �w 0� _� a = w w � Q a^w� xam �w� ��z 0 _�-�- a = w cn a^ x �w �m 0� _`- c� cn wU) � a <U CD Lu CD U) CD< am L � z 0 U ZW acn wa _jm z L � z � 0 U o ZW~ acnm wa(y _j co, a 0 U v a F__ o �, w � � cl- + � > w J~ az w0 Cf)--Dcn 0 a o --, J~ az w0 --D FROM TO SQFT o 0 TON TON X X Q CY O TON z LF O m m "A" 701+50000 WB & EB ROUTE 10 o 129127 o 99 LIQ U U Fy x 49000 � "R1 " 691+50.00 "R1 " 693+66027 WB ON-RAMP Q 89220 � U 67 II 122 II O 217 E "R2" 691+50.00 "R2" 703+51 030 WB LOOP ON-RAMP 4 (1)W 19428 z 370 II c 185 Q "R4" 694+24050 JN WB OFF -RAMP ~ 329170 a •-c c c./7 263 U L N 477 V) 0 0- 59970 19000 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 341 624 S -0-`n h CCS 09-08-11 REGISTERED CIVIL ENGINEER DATE QROFESS10IVq 09-08-11 PLANS APPROVAL DATE THE STA TF OF CALIFORNIA OR ITS 0FFICFR5 OR AGENTS SHAL L NOT BF RFSPON5I9L F FOR THE ACCURACY OR COMPL FTENFSS OF SCANNED COPIES OF TH/S PLAN SHEET PARSONS 3200 EAST CUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 PAVEMENT STRUCTURAL SECTIONS SHEET STATION LOCATION Str Sec N o o AREA (N) z zw aQ Jw w w o� ~� z� 00 �U z zw� Qaw JwL w w~ w o��� zUwU 00 0 --DU U a _ w cn a^ xa �w �w 0� _� a = w w � Q a^w� xam �w� ��z 0 _�-�- a = w cn a^ x �w �m 0� _`- c� cn wU) � a <U CD Lu CD U) CD< am L � z 0 U ZW acn wa _jm z L � z � 0 U o ZW~ acnm wa(y _j co, a 0 U v a F__ o �, w � � cl- + � > w J~ az w0 Cf)--Dcn 0 a o --, J~ az w0 --D FROM TO SQFT CY CY TON TON TON CY CY CY TON TON LF LF L-6 "A" 691+50000 "A" 701+50000 WB & EB ROUTE 10 2 129127 517 99 225 830 49000 "R1 " 691+50.00 "R1 " 693+66027 WB ON-RAMP 4 89220 259 67 122 19564 217 "R2" 691+50.00 "R2" 703+51 030 WB LOOP ON-RAMP 4 459358 19428 370 672 99643 185 "R4" 694+24050 "R4" 701+50000 WB OFF -RAMP 4 329170 19013 263 477 59970 19000 "C" 33+40050 "C" 40+00°00 CHERRY Ave 5 759270 39381 29091 3048 8071 "W" 9+75000 "W" 11+25000 WASHINGTON Dr 6 79791 223 101 0.18 0.90 "R1 " 692+15.00 "R1" 693+00°00 WB ON-RAMP MVP 5 780 35 22 0.04 0.09 "R2" 698+80000 "R2" 699+65000 WB LOOP ON-RAMP MVP 5 780 35 22 0.04 0.09 "A" 700+15.00 "A" 701+00.00 WB ROUTE 10 MVP 5 780 35 22 0.04 0.09 DRIVEWAYS WASHINGTON Dr 6 19959 56 25 0.05 0.23 DRIVEWAYS CHERRY Ave 5 19459 66 41 0.07 0.17 L-7 "C" 40+00°00 "C" 46+16056 CHERRY Ave 5 649923 29916 19803 3001 7051 "V" 47+17031 "V" 50+07035 VALLEY Blvd 5 29000 90 56 0.09 0.23 DRIVEWAYS CHERRY Ave 5 689 31 19 0.03 0.08 L-8 "B" 704+69070 "B" 706+33075 EB ROUTE 10 1 19590 74 13 29 150 165 "I-10" 712+73060 "I-10" 715+50000 EB ROUTE 10 1 39361 156 27 62 350 327 "I-10" 712+73060 "I-10" 715+00°00 EB ROUTE 10 8 29715 126 50 467 227 "A" 701+50000 "A" 712+32041 WB & EB ROUTE 10 2 279665 19178 226 512 19035 49332 "R4" 701+50000 "I-10" 715+50000 WB OFF -RAMP 4 509407 19587 412 747 99755 19167 "R5" 701+50000 "R5" 712+73013 EB ON-RAMP 4 269584 837 217 394 49636 19124 "R5" 706+23.81 "R5" 712+73.13 EB ON-RAMP 7 159234 480 226 29651 650 "R4" 705+80000 "R4" 705+65000 WB OFF -RAMP MVP 5 780 35 22 0.04 0.09 SHEET TOTAL 79047 605 19694 69902 49223 39240 276 7005 18020 379051 139394 (N) TO NOT A SEPERATE PAY ITEM, FOR INFORMATION ONLY. BORDER LAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800pa002.dgn RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 SUMMARY OF PROJECT NUMBER & PHASE SOON ANN CHEAH z w No. 52143 Exp. sT CIVIL P ti ATF OF CAL SANBAC 1170 W 3RD STREET SAN BERNARDINO, CA 92410 QUANTITIES 0800000744 Q-2 N o� N \M M N >> \ N n W W 00 W W Q o � z O o O L I w O O a O x 0 0 � w m cn o> w w Er > w w 0 J Q Li w J LL W Z (nW cn > w o 1— mI r w m QLL] o �z w U , U ___1 Lf) w aw = U o U Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 342 624 S-u-� '- C4 ---t- 09-08-11 R�FESS�� REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CAL IFORNIA OR ITS OFF/CEPS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF TB/S RL AN SHEET PARSONS 3200 EAST CUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 PAVEMENT STRUCTURAL SECTIONS c__ � x c O o' w � o 0 o- z x X Q w = m a a z w w O _ Fy U � U � Z n U � Z :2 zw� LL_ Q a c� L z Z Q z W w << _ w LJJ Q) ~ Q � J> Z a •— O c/7 C-) N Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 342 624 S-u-� '- C4 ---t- 09-08-11 R�FESS�� REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CAL IFORNIA OR ITS OFF/CEPS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF TB/S RL AN SHEET PARSONS 3200 EAST CUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 PAVEMENT STRUCTURAL SECTIONS � c � o 0 z z x X Q O m m O w O C U U Fy X � � U II :2 zw� a a a c� L z z 0 z W a s << _ w LJJ Q) ~ Q � J> ~ a •— c c/7 U L N w w �-� V) 0 a_ cn a cn w a Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 342 624 S-u-� '- C4 ---t- 09-08-11 R�FESS�� REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CAL IFORNIA OR ITS OFF/CEPS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF TB/S RL AN SHEET PARSONS 3200 EAST CUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 PAVEMENT STRUCTURAL SECTIONS (N) TO NOT A SEPERATE PAY ITEM, FOR INFORMATION ONLY. BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800pa003odgn RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 �o � SOON �� ANN CHEAH z w No. 52143 m � z Exp. sT CIVIL CAL tiP qTF OF SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 SUMMARY OF QUANTITIES PROJECT NUMBER & PHASE 0800000744 Q-3 N o Ln N o0 � N � 0 W W O O JEl- J W W a o � z o o 0 u, > O Ll O a O z z w w= :2 zw :2 zw� a a a c� L z z 0 a s << _ w = w m = m cn � L SHEET STATION Str AREA w w �-� cn a cn Q a w cn a cn w a z z ui a a + a LOCATION Sec (N) w w �„ w � xa �� xam x QU 0 0 c,, 0 0 �, > 0 cn N O o o� � o� �� 0 w �w� w U U U U w a— -- z� zUwU �w F__ >_ �w W c�cn ZW acn ZW~ acnes U � J~ az J~ az 00 00 0 0� 0 0� cDa wa waof a w0 -Dcn--D w0 __DU --DU U _� = = am _j cc _j co w Cf) FROM TO SQFT CY CY TON TON TON CY CY CY TON TON LF LF L-9 "I-10'' 715+50.00 "I-10'' 716+44030 WB OFF -RAMP 4 19328 42 11 20 230 190 'I-10'' 715+50000 "I-10'' 728+92000 EB ROUTE 10 1 259814 19195 211 478 29909 29684 SUBTOTAL THIS SHEET 19237 222 498 39139 29874 SUBTOTAL FROM SHEET Q-1 79730 993 19720 89179 59058 39413 437 6075 21007 369997 159667 SUBTOTAL FROM SHEET 0-2 79047 605 19694 69902 49223 39240 276 7005 18020 379051 139394 SUBTOTAL FROM HMA DIKE 0.5 SUBTOTAL FROM STAGE CONSTRUCTION QUANTITIES 39201 29244 TOTAL 169014 19599 39202 39636 159081 119524 79150 713 13080 39027 779187 319935 (N) TO NOT A SEPERATE PAY ITEM, FOR INFORMATION ONLY. BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800pa003odgn RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 �o � SOON �� ANN CHEAH z w No. 52143 m � z Exp. sT CIVIL CAL tiP qTF OF SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 SUMMARY OF QUANTITIES PROJECT NUMBER & PHASE 0800000744 Q-3 N o Ln N o0 � N � 0 W W O O JEl- J W W a o � z o o 0 u, > O Ll O a O x 0 0 LLI m cn > LLI W Er > LLI LL El' Q 0 J Q Y V) Q W (n W J LL Wz V) w > w 0 1-- LLI m 0 Z LLI U � U n w a Lw = Uo U z O x F— ::x F- r) cn z Q F- F- ---1 - F- z w F- a w � C-- o x C) (TYPE A) FROM 0 DIKE UNDER DIKE LF TON TON L-9 "I-10" 716+15046 o' Lt 2500 LLI o 0 o- x X Q z > w SUBTOTAL 2500 0 m m a a 0.5* z w a 0 = w� a_xcn U m � U � :2 z o U � z W LL- a ww z Q z a W Lu 3: LJJ Q) ~ Q az J> 0 z w a •- 0 c/7 z > U N z O x F— ::x F- r) cn z Q F- F- ---1 - F- z w F- a w � LINE o zzHMA a u C) (TYPE A) FROM TO DIKE UNDER DIKE LF TON TON L-9 "I-10" 716+15046 716+40046 Lt 2500 0.2 o 0 x X Q z > w SUBTOTAL 2500 0 m m Q- 2500 0.5* O a 0 U w� a_xcn x m � x :2 � U II W W , p ww I w z a W Lu 3: LJJ Q) ~ Q az J> 0 ~ w a •- c c/7 z > U L N V) 0 a_ Ow 0 PLACE HOT MIX ASPHALT DIKE SHEET(TYPE No. LINE STATION zzHMA a u C) (TYPE A) FROM TO DIKE UNDER DIKE LF TON TON L-9 "I-10" 716+15046 716+40046 Lt 2500 0.2 0.3 > z > w SUBTOTAL 2500 0.2 0.3 TOTAL 2500 0.5* X- QUANTITY INCLUDED IN PAVEMENT STRUCTURE QUANTITIES SUMMARY. EARTHWORK (N) TO NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800pa004 odgn IS IN INCHES Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 343 624 S-u-� '- C4` --t- 09-08-11 R�FESS�� REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CAL IFORNIA OR ITS OFF/CEPS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF TB/S RL AN SHEET PARSONS 3200 EAST CUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 GRIND EXISTING CONCRETE PAVEMENT & REPAIR SPALLED JOINTS z z__j 0 z OJ z J > z > w LINE STATION o a o a a a a ,_,_, '� w� a_xcn U m U `--' J x :2 x, W W W , p ww I w a a a ,-- Lu 3: 3: w V) zUw az 0 0 0 0 w z > aC 0 Oz Ow 0 0 w0 Q� Q cl� o z CY CY CY "C" "C" 18+50.00 TO "C" 28+00.00 39354 179150 SQYD "C" "C" 28+00.00 TO "C" 40+00.00 39339 21 9221 TO "I-10" 664+50000 "C" "C" 40+00000 TO "C" 45+68.83 29457 572 L-2 "I-10" "R1 " "R1 " 675+95057 TO "R1 "693+66000 39954 169552 29627 "R2" "R2" 687+40000 TO "R2" 704+13086 539665 109838 19136 "I-10" 680+72041 "I-10" & "R3" "I-10" 679+00°00 TO "R3" 693+63000 89772 79963 29707 "A" "R4" "R4" 694+25.00 TO "R4" 714+90.62 19531 89542 366 9437 "R5" "R5" 695+30.00 TO "R5" 712+73.13 119927 89109 39656 684+94093 11I-10" & "A" "I-10" 653+95025 TO "A" 687+50000 49040 100 29002 WB AUX Ln "A" & 11I-10" "A" 681+66021 TO "I-10" 712+32041 39316 26 1 MEDIAN "I-10" "I-10" 712+73060 TO "I-10" 729+00°00 39651 222 19633 I-10 EB "S" "S" 13+30.00 TO "S" 25+30.00 55299 864 L-6 "A" "W" "W" 10+40.00 TO "W" 11+53.00 267 Lt CUL-DE-SAC "I-10 ChnI "I-10 Chnl" 429+14082 TO 463+50000 899362 38 "A" CHANNEL STAGE CONSTRUCTION QUANTITIES 39696 9333 67 TOTAL 1989630 929197 149127 Lt (N) TO NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800pa004 odgn IS IN INCHES Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 343 624 S-u-� '- C4` --t- 09-08-11 R�FESS�� REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CAL IFORNIA OR ITS OFF/CEPS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF TB/S RL AN SHEET PARSONS 3200 EAST CUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 GRIND EXISTING CONCRETE PAVEMENT & REPAIR SPALLED JOINTS 0 2 3 UNIT 2232 SUMMARY OF PROJECT NUMBER & PHASE r �SOON �N CHEAHw 52143 m � z Exp. sT CIVIL CAL tiP qTF OF SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 QUANTITIES 0800000744 Q-4 N o� N o0 � N � 0 LLI LL] 0 0 --- J J LL] LL] a o � z O o 0 u I w O O a O w z J J a o STATION LOCATION '� w� a_xcn z ,jF-- z ww Lu zUw az Lu z > 0- - m moa 0 w0 U) 0u Q:�-D SQYD SQYD L-1 "I-10" 653+95000 TO "I-10" 664+50000 Lt 19407 70 L-2 "I-10" 664+50000 TO "I-10" 677+50000 Lt 19733 87 L-3 "I-10" 677+50000 TO "I-10" 680+72041 Lt 430 21 "A" 680+72040 TO "A" 691+50.00 Lt 1 9437 72 "B" 679+54090 TO "B" 684+94093 Rt 720 36 "A" 681+66.21 TO "A" 691+50.00 Med Lt 1 9313 66 "A" 681+66.21 TO "A" 691+50.00 Med Rt 1 9307 65 L-6 "A" 691+50000 TO "A" 693+34015 Lt 246 12 "A" 691+50.00 TO "A" 701+50.00 Rt 1 9333 67 "B" 691+50.00 TO "B" 701+50.00 Lt 1 9 333 67 L-8 "A" 701+50000 TO "I-10" 712+32041 Med Lt 19451 73 "A" 701+50000 TO "I-10" 712+32041 Med Rt 19451 73 "B" 704+69.70 TO "B" 712+99.39 Rt 1 9106 55 "I-10" 712+91057 TO "I-10" 715+50000 Rt 345 17 "I-10" 712+32041 TO "I-10" 715+50000 Lt 423 21 L-9 "I-10" 715+50000 TO "I-10" 728+92000 Rt 19789 89 "I-10" 715+50000 TO "I-10" 716+44030 Lt 129 6 TOTAL 179954 898 0 2 3 UNIT 2232 SUMMARY OF PROJECT NUMBER & PHASE r �SOON �N CHEAHw 52143 m � z Exp. sT CIVIL CAL tiP qTF OF SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 QUANTITIES 0800000744 Q-4 N o� N o0 � N � 0 LLI LL] 0 0 --- J J LL] LL] a o � z O o 0 u I w O O a O x 0 0 w m cn o > w Lv u� Er > w w El' Q 0 J Q Y a w cn w J LL w z V) w > w 0 1-- LLI m 0 �z w U , U W a Lw = U o U Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 344 624 S-u-� '- C4 ---t- 09-08-11 R�FESS�� REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMRL ETENESS OF SCANNED CORiES OF TB/S RL AN SHEET PARSONS �o � SOON �� ANN CHEAH - z w No. 52143 m � z Exp. sT CIVIL CAL tiP qTF OF 3200 EAST CUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 MINOR CONCRETE (CURB, GUTTER, SIDEWALK AND DRIVEWAY) SHEET C-- z x MINOR 0 (CURB) z F - o x o' 4" PCC SIDEWALK, & DRIVEWAY LLI CURB APPROACH RAMP o- 00 I a Lu m 00 I a w m� p 00 I N a w m of 00 I N a w CO of p F- Q0 I N m w m I o w m 00 I a w m 00 I a w m70 p 00 I N a w m 00 I N a w CQ 7C) p a a I wLu m u z w o >� �-" a_ o Q 0 = r) LF U LF LF cn LF U � CY z o CY � z Q LL- a CY CY CY L-3 z Rt Q 221 0 9 z 0 L-3 z U Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 344 624 S-u-� '- C4 ---t- 09-08-11 R�FESS�� REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMRL ETENESS OF SCANNED CORiES OF TB/S RL AN SHEET PARSONS �o � SOON �� ANN CHEAH - z w No. 52143 m � z Exp. sT CIVIL CAL tiP qTF OF 3200 EAST CUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 MINOR CONCRETE (CURB, GUTTER, SIDEWALK AND DRIVEWAY) SHEET STATION z MINOR 0 (CURB) z F - o x 4" PCC SIDEWALK, & DRIVEWAY CURB APPROACH RAMP ::x 00 I a Lu m 00 I a w m� p 00 I N a w m of 00 I N a w CO of p F- Q0 I N m w m I o w m 00 I a w m 00 I a w m70 p 00 I N a w m 00 I N a w CQ 7C) p I 1= m w m I N m w m I wLu m u `J p cn z co m u o >� �-" a_ o Q J m Q:� U r) LF LF LF LF cn LF LF CY CY z CY CY CY CY Q SF SF CY CY CY L-3 "R1 " 681 +65092 TO "R1 " 682+72.14 Rt F- 221 0 9 F - L-3 z Lt w 268 F- L-4 & C-34 "S" 13+39.90 TO "S" 19+44.44 Rt a 87 w � 49366 o 54 3 L-4 & C-34 "S" 14+55000 TO "S" 18+88072 Lt 434 23 29584 o 0 32 19 L-4 "S" 15+80000 TO "S" 19+06064 MEDIAN 666 x X Q 21 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 344 624 S-u-� '- C4 ---t- 09-08-11 R�FESS�� REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMRL ETENESS OF SCANNED CORiES OF TB/S RL AN SHEET PARSONS �o � SOON �� ANN CHEAH - z w No. 52143 m � z Exp. sT CIVIL CAL tiP qTF OF 3200 EAST CUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 MINOR CONCRETE (CURB, GUTTER, SIDEWALK AND DRIVEWAY) SHEET STATION LOCATION MINOR CONCRETE (CURB) z w o 4" PCC SIDEWALK, & DRIVEWAY CURB APPROACH RAMP Q 00 I a Lu m 00 I a w m� p 00 I N a w m of 00 I N a w CO of p I m w m Q0 I N m w m I o w m 00 I a w m 00 I a w m70 p 00 I N a w m 00 I N a w CQ 7C) p I 1= m w m I N m w m I wLu m u `J p cn z co m u o >� �-" a_ o Q J m Q:� U O a ui o LF LF LF LF LF LF LF CY CY CY CY CY CY CY SF SF SF CY CY CY L-3 "R1 " 681 +65092 TO "R1 " 682+72.14 Rt 221 9 L-3 "R3" 683+67033 TO "R3" 684+97045 Lt 268 11 L-4 & C-34 "S" 13+39.90 TO "S" 19+44.44 Rt 87 5 49366 1 46 54 3 L-4 & C-34 "S" 14+55000 TO "S" 18+88072 Lt 434 23 29584 750 32 19 L-4 "S" 15+80000 TO "S" 19+06064 MEDIAN 666 21 L-4 & C-34 "S" 20+68079 TO "S" 23+04007 Lt 266 14 19555 167 577 19 3 14 L-4 "S" 20+98000 TO "S" 24+00°00 MEDIAN 613 20 L-4 & C-34 "S" 20+52043 TO "S" 21 +1 1 000 Rt 100 5 673 200 8 4 L-49 L-5 & C-34 "C" 20+46071 TO "C" 29+33035 Lt 812 44 19172 114 14 2 L-4 & L-5 "C" 20+96021 TO "C" 27+00°00 MEDIAN 19256 40 166 247 2 6 L-4 "C" 21+08.40 TO "C" 22+43000 Rt 136 7 L-5 & C-37 "R3" 693+36000 TO "R3" 693+72043 Rt 44 3 103 104 1 2 L-5 & C-37 "R3" 693+50000 TO "R3" 693+79083 Lt 30 2 217 75 3 1 L-5 & C-37 "R5" 695+11073 TO "R5" 695+36030 Lt 37 2 95 1 L-5 & L-8 "R5" 696+00°00 TO "R5" 702+60000 Rt 668 15 L-6 & C-38 "C" 33+16.50 TO "C" 33+56.50 Lt 74 5 748 80 9 1 L-6 & C-38 "C" 33+55044 TO "C" 36+44054 MEDIAN 592 18 L-6 "C" 33+48026 TO "C" 35+40000 Rt 188 12 L-69 L-79 C-41 & C-42 "C" 33+69079 TO "C" 44+09050 Lt 634 439 40 24 39293 962 1460 41 18 36 L-69 L-7 & C-42 "C" 37+24065 TO "C" 45+66084 Rt 201 672 13 36 391 10 L-6 & L-7 "C" 37+59005 TO "C" 45+57000 MEDIAN 19630 50 L-7 & C-40 "V" 47+18081 TO "V" 50+07035 Rt 317 17 29000 126 25 2 L-6 "R2" 693+35.75 TO "R2" 694+47.13 Rt 231 9 L-6 "R2" 701+00.00 TO "R4" 697+76.84 Rt & Lt 702 43 L-8 "R4" 710+90021 TO "R4" 712+20000 Rt 266 11 L-8 "R5" 704+58080 TO "R5" 706+23.81 Lt 339 14 L-4 & C-43 Parking Lot -NE Corner Cherry/S I over 455 15 125 2 C-45 "W" 9+75000 TO "W" 11+25.00 Rt & Lt 355 19 639 16 SUBTOTAL 68 96 77 195 15 43 54 211 37 101 SUBTOTAL FROM LANDSCAPE QUANTITIES (MINOR CONCRETE - CURB) 196 TOTALI 1093 O m m r -r- Lr��U o NOTES: 10 (N) TO NOT A SEPERATE PAY ITEM, FOR INFORMATION ONLY. 20 CUBIC YARDS PER LINEAR FOOT WERE OBTAINED FROM REVISED STANDARD PLAN RSP A87A E o z w o ~ J L ~ Q J > ~ �L (/7 U N V) 0 a_ BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800pa005.dgn IS IN INCHES 0 2 3 UNIT 2232 SUMMARY OF QUANTITIES PROJECT NUMBER & PHASE 0800000744 Q-5 N O O "'�- N N o0 �N � 0 W W 00 El - LL] w Q� o� z o 0 0 u Llo Ll o a O x 0 0 w m cn o > w Lv u� Er > w w El' a 0 J Q V) a w cn w J w z V) w cn > w 0 F-- mI r LLI m �Qo Z Lv U , U W a Lw = U o U CONCRETE BARRIER C-- Lu U w LL z I JU zw �w S U" x C) O LU z I �U w Qw NI-- 0 x CONCRETE BARRIER LF w Q 930 0:� 01-1 Q:� LLI "R1 " 682+260009 1 27o26L Lt TO "R1 " 691 +50.009 1 19.00' Lt o- 950 ''R1 " 690+32.349 104.87 Lt TO ''R1 " 690+26.899 35.00' Lt 70 Lu w w w w a a —iw z w z� 0 = U Q 208 O ,_,_, "C" 21+96.269 82000' Rt TO "C" 23+500009 82050' Rt U � Z r) � Z 0:� LL- a w >- SHEET "S" 22+830929 65057' Lt z STATION LOCATION Q m^ m^ m^ m m LINE STATIONz 535 o I-- J F- 00 157 z z zawa~ 0 ~a U CONCRETE BARRIER METAL BEAM GUARD RAILING z Lu U w LL z I JU zw �w S U" U w a 0� J z DJU Ozw C) a_ O= =U, C) O LU z I �U w Qw NI-- LF x CONCRETE BARRIER LF w Q 930 0:� 01-1 Q:� "R1 " 682+260009 1 27o26L Lt TO "R1 " 691 +50.009 1 19.00' Lt 950 ''R1 " 690+32.349 104.87 Lt TO ''R1 " 690+26.899 35.00' Lt 70 Lu w w w w "R1 " 682+32081 —iw z z� C-1 2 Q LL I-- Q 208 O ,_,_, "C" 21+96.269 82000' Rt TO "C" 23+500009 82050' Rt F- cn 158 Q:� 75 0:� cr— CL w >- SHEET "S" 22+830929 65057' Lt STATION LOCATION m m^ m^ m^ m m LINE STATIONz 535 o I-- J F- 00 157 o z zawa~ a ~a "R1 " 691 +500009 1 19' Lt TO "C" 39+540509 88050' Lt w U c� cr- Q9 58 "C" 37+92071 9 77059' Rt -"R4" 697+00021 9 47065' Lt 358 LU 0 w 0 w 0 w 0 w M w 206 U w o 0 Q o>- CDz x X Q O = —1w 0:� z�--- w� 0 m m Q- __j cn w w w w w �--� C-15 "C" 43+140299 89000' Rt TO "V" 50+020009 58000' Rt x � EA SQYD "R3" of w Of w Q� w 0'- w Q:� w 1 22 II ^ II LL Lt L-3 E O Ucj- Ucj- U a- U a- U a- L-6 ^ z LUJ o 22 II 704+20.00 TO 704+45.00 Rt L-8 L LJJ Q) ~ Q 1 22 J> ~ Lt L-9 �L (/7 1 1 22 O O O O O� 1 5 108 LF LF LF LF LF L-1 9 L-2 & L-3 "I-1 0" 653+95000 TO "R1 " 679+99040 Lt 2604 L-3 "R1 " 679+99040 TO "R1 " 691+50.00 Lt 1 9150 L-3 "B" 678+72075 TO "R3" 681+50.00 Rt 265 L-3 & L-6 "A" 681+66.21 TO "A" 693+08000 Rt 1 9144 L-6 "A" 693+08000 TO "A" 696+07000 Rt 299 L-6 & L-8 "A" 696+07000 TO "I-10" 712+32041 Rt 19633 L-3 & L-6 "R1 " 688+50000 TO "R1 " 693+69074 Rt 520 L-3 & L-6 "R1" 688+50000 TO "R2" 695+34035 Rt/Lt 680 L-3 & L-5 "R3" 687+00°00 TO "R3" 693+50015 Lt 651 L-39 L-5 & L-8 "R3" 687+50000 TO "R5" 702+60000 Lt 19516 L-6 "C" 33+77092 TO "C" 35+11000 Lt 146 L-6 & L-8 "R4" 700+00000 TO "R4" 704+20000 Rt 423 L-8 & L-9 "R4" 711+00.00 TO "I-1 0" 716+15.46 Lt 501 L-5 & L-8 "R5" 695+31049 TO "R5" 702+27007 Lt 696 L-5 "R5" 695+39073 TO "R5" 696+00°00 Rt 63 L-8 "R5" 705+70000 TO "R5" 708+50000 Rt 280 L-8 & L-9 "R5" 708+50000 TO "I-10" 728+92000 Rt 29042 TOTAL 39808 69234 29196 299 29076 METAL BEAM GUARD RAILING z Lu U w LL z I JU zw �w S U" U w a 0� J z DJU Ozw C) a_ O= =U, C) O LU z I �U w Qw NI-- LF x F— EA LF w Q 930 O F- "R1 " 682+260009 1 27o26L Lt TO "R1 " 691 +50.009 1 19.00' Lt 950 ''R1 " 690+32.349 104.87 Lt TO ''R1 " 690+26.899 35.00' Lt 70 cn "R1 " 682+32081 —iw z z� C-1 2 Q LL I-- Q 208 O ,_,_, "C" 21+96.269 82000' Rt TO "C" 23+500009 82050' Rt F- cn 158 U 75 0 w >- F - "S" 22+830929 65057' Lt z 1 > cn > w z z LINE STATIONz 535 o I-- J F- 00 157 o z zawa~ a ~a "R1 " 691 +500009 1 19' Lt TO "C" 39+540509 88050' Lt w 733 o 58 "C" 37+92071 9 77059' Rt -"R4" 697+00021 9 47065' Lt 358 a w w: zw w w 206 U w o 0 Q o>- CDz x X Q O = —1w 0:� z�--- w� 0 m m Q- __j cn Q I-- O w '-- > `- 0 n U �--� C-15 "C" 43+140299 89000' Rt TO "V" 50+020009 58000' Rt x � EA SQYD "R3" 686+75.00 TO 687+00.00 Lt L-3 ^ U 1 22 II ^ II LL Lt L-3 E O 1 22 "R2" 695+34035 TO 695+59035 Lt L-6 ^ z LUJ o 22 II 704+20.00 TO 704+45.00 Rt L-8 L LJJ Q) ~ Q 1 22 J> ~ Lt L-9 �L (/7 1 1 22 U N 4 V) 0 a_ 1 5 108 METAL BEAM GUARD RAILING BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800po006.dgn IS IN INCHES Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 34 5 624 S-u-� '- C4 ---t- 09-08-11 R�FESS�� REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMRL ETENESS OF SCANNED COR1E5 OF TB/S RL AN SHEET PARSONS r SOONN CHEAHw 52143 m I ,,\E xpT CIVIL tiP qTF OF CAL 3200 EAST CUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 FENCE AND GATE SUMMARY SHEET STATION Lu U w LL z I JU zw �w S U" U w a 0� J z DJU Ozw C) a_ O= =U, C) �U Qw LU z I �U w Qw NI-- LF EA EA EA LF w "R1 " 682+19.02 81 092' Lt TO "R1 " 691 +500009 101 076' Lt 930 O "R1 " 682+260009 1 27o26L Lt TO "R1 " 691 +50.009 1 19.00' Lt 950 ''R1 " 690+32.349 104.87 Lt TO ''R1 " 690+26.899 35.00' Lt 70 "R1 " 682+32081 —iw J z� C-1 2 "C" 21+37.599 92.50' Lt TO "C" 23+50.009 92.50' Lt LL I-- Q 208 O ,_,_, "C" 21+96.269 82000' Rt TO "C" 23+500009 82050' Rt cn 158 U 75 w >- "S" 22+830929 65057' Lt 1 > cn > z z z LINE STATIONz 535 o I-- J 0— 00 157 o z zawa~ ~a "R1 " 691 +500009 1 19' Lt TO "C" 39+540509 88050' Lt 733 "C" 38+34021 9 71 056' Lt TO "C" 38+920779 68000' Lt 58 "C" 37+92071 9 77059' Rt -"R4" 697+00021 9 47065' Lt 358 a w w: zw w w 206 U w I-- Q:� Q o>- CDz 1 O = —1w 0:� z�--- w� __j cn Q I-- I `- w '-- > `- C-15 "C" 43+140299 89000' Rt TO "V" 50+020009 58000' Rt EA EA EA SQYD "R3" 686+75.00 TO 687+00.00 Lt L-3 1 1 1 22 "R1 " 691+50.00 TO 697+75000 Lt L-3 1 1 1 22 "R2" 695+34035 TO 695+59035 Lt L-6 1 1 1 22 "R4" 704+20.00 TO 704+45.00 Rt L-8 1 1 1 22 "I-10" 716+15046 TO 716+40046 Lt L-9 1 1 1 22 TOTAL 4 5 1 5 108 BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800po006.dgn IS IN INCHES Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 34 5 624 S-u-� '- C4 ---t- 09-08-11 R�FESS�� REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMRL ETENESS OF SCANNED COR1E5 OF TB/S RL AN SHEET PARSONS r SOONN CHEAHw 52143 m I ,,\E xpT CIVIL tiP qTF OF CAL 3200 EAST CUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 FENCE AND GATE SUMMARY SHEET STATION Lu U w LL z I JU zw �w S U" U w a 0� J z DJU Ozw C) a_ O= =U, U w a 0 w z J � zJU '—'zw a- O= =U, �U Qw LU z I �U w Qw NI-- LF EA EA EA LF C-1 1 "R1 " 682+19.02 81 092' Lt TO "R1 " 691 +500009 101 076' Lt 930 "R1 " 682+260009 1 27o26L Lt TO "R1 " 691 +50.009 1 19.00' Lt 950 ''R1 " 690+32.349 104.87 Lt TO ''R1 " 690+26.899 35.00' Lt 70 "R1 " 682+32081 1 C-1 2 "C" 21+37.599 92.50' Lt TO "C" 23+50.009 92.50' Lt 208 "C" 21+96.269 82000' Rt TO "C" 23+500009 82050' Rt 158 "S" 22+300009 64092' Lt TO "S" 23+040009 65050' Lt 75 "S" 22+830929 65057' Lt 1 C-13 "C" 23+500009 92050' Lt TO "C" 28+830779 96050' Lt 535 "C" 23+50.009 82.50' Rt TO "C" 24 0 97 0 37 9 101 .54' Rt 157 C-1 4 "R1 " 691 +500009 101 076' Lt TO "R1" 691+92.989 1 1 3096' Lf 43 "R1 " 691 +500009 1 19' Lt TO "C" 39+540509 88050' Lt 733 "C" 38+34021 9 71 056' Lt TO "C" 38+920779 68000' Lt 58 "C" 37+92071 9 77059' Rt -"R4" 697+00021 9 47065' Lt 358 "R4" 697+460259 1 11 ' Lt TO "R4" 699+000009 37' Lt 206 "R4" 699+00°009 85028' Lt 1 "R4" 700+520639 35065' Lt TO "W" 10+19031 9 30' Lt 119 "W" 10+52.599 54095' Rt 1 C-15 "C" 43+140299 89000' Rt TO "V" 50+020009 58000' Rt 522 C-16 "R4" 702+01 0839 51 .15' Rt 1 "R4" 712+32.769 36033' Lt TO "R4" 712+29.879 70021 ' Lt 35 "R4" 701+929 49085' Lt TO "R4" 702+650759 50' Lt 68 TOTAL 129416 1 1 3 1 29808 0 2 3 UNIT 2232 SUMMARY OF QUANTITIES PROJECT NUMBER & PHASE 0800000744 Q-6 N 0Ln N N o0 �N � 0 Ww 0 0 --- J J El - LL] LL] l-Ww a o � z O o O u I O w O a O x 0 0 LLI m cn o > W LLI Er > LLI LL El' Q 0 J a V) a w cn w J Li w z cn w cn > w 0 F-- mI r LLI m QLL] o Z LLI �C U , U LLI a Lw = U o U REMOVE CONCRETE LINE C-- LOCATION x CQ u W > 0 W Q:� O a 3;: w n W > 0 W Q:� 0 LF F - "R1 " "R1 " 688+12.53 TO "R1 " 651+50.00 x C-3 390 282 o' ::x "R3" 686+36.28 TO "R3" 691+50.00 LLI C-3 F- o- "R3" 692+53040 Lt TO "R3" 694+40010 11R3" "R3" 688+62.97 TO "R3" 691+50.00 Rt C-3 287 "R1 " 691+50.00 Lt TO "C" 38+02054 Lt 610 "B" "B" 686+32.29 TO "B" 691+50 Rt a a 520 z w "A" 688+71 .14 TO "A" 691 +50 0 = 181 279 U "S" & "C" "S" 15+55000 TO "C" 23+50000 Lt C-4 U � 433 z o Med � z 19418 LL- a "S" 18+94057 TO "C" 19+00000 Rt C-4 94 z 74 "C" & "S" Q Rt C-4 104 104 "S" "S" 20+84.20 TO "S" 24+02.56 Med C-4 647 C-8 "A" 701+50000 "C" & "S" "C" 21+61 060 TO "S" 23+03082 z C-4 617 0 189 "C" U Rt REMOVE CONCRETE LINE z LOCATION o z w = U) CQ u W > 0 W Q:� O a 3;: w n W > 0 W Q:� LF LF F - "R1 " "R1 " 688+12.53 TO "R1 " 651+50.00 x C-3 390 282 STATION ::x "R3" 686+36.28 TO "R3" 691+50.00 Lt C-3 F- "R3" 692+53040 Lt TO "R3" 694+40010 11R3" "R3" 688+62.97 TO "R3" 691+50.00 Rt C-3 287 "R1 " 691+50.00 Lt TO "C" 38+02054 Lt 610 "B" "B" 686+32.29 TO "B" 691+50 Rt C-3 "R4" 697.44085 Lt TO "R4" 699+45097 REMOVE CONCRETE LINE STATION LOCATION o z w = U) CQ u W > 0 W Q:� 01-1 w CD W > 0 W cl-� a 3;: w n W > 0 W Q:� LF LF LF "R1 " "R1 " 688+12.53 TO "R1 " 651+50.00 Rt C-3 390 282 STATION 11R3" "R3" 686+36.28 TO "R3" 691+50.00 Lt C-3 514 "R3" 692+53040 Lt TO "R3" 694+40010 11R3" "R3" 688+62.97 TO "R3" 691+50.00 Rt C-3 287 "R1 " 691+50.00 Lt TO "C" 38+02054 Lt 610 "B" "B" 686+32.29 TO "B" 691+50 Rt C-3 "R4" 697.44085 Lt TO "R4" 699+45097 520 w "A" "A" 688+71 .14 TO "A" 691 +50 Lt C-3 181 279 "C" 43+14096 Rt TO "C" 46+04083 Rt "S" & "C" "S" 15+55000 TO "C" 23+50000 Lt C-4 810 "I-10" 716+04054 Lt TO "I-10" 724+22067 Lt 433 "S" "S" 15+55013 TO "S" 19+35098 Med C-4 772 19418 TOTAL "S" & "C" "S" 18+94057 TO "C" 19+00000 Rt C-4 94 C-6 74 "C" & "S" "C" 19+00.00 TO "S" 21 +1 1 .00 Rt C-4 104 104 "S" "S" 20+84.20 TO "S" 24+02.56 Med C-4 647 C-8 "A" 701+50000 "C" & "S" "C" 21+61 060 TO "S" 23+03082 Rt C-4 617 189 "C" "C" 21+91 066 TO "C" 22+47031 Rt C-4 1 1 0 "C" "C" 22+11035 TO "C" 23+50000 Rt C-4 140 "B" "B" 691+50.00 TO" 701+50.00 Rt C-5 Fy 1 9 000 11R311 & "C" ''R3'' 691+50.00 TO "C" 31+08.80 Lt C-5 376 81 11R5" "R5" 695+21 .96 TO "R5" 701+50.00 Rt C-5 645 II ^ II 26 "C" & 11R5" "C" 31+09.03 TO "R5" 701+50.00 Rt C-5 691 81 "C" "C" 23+50.00 TO "C" 28+61 .00 Rt C-5 513 o "C" "C" 23+50000 TO "C" 28+62075 Lt C-5 514 Q "A" "A" 691+500.00 TO "A" 701+50.00 Lt C-6 1 9 000 (/7 "R 1 " & "C" "R 1 " 691+50.00 TO "C" 32+46.70 Rt C-6 402 V) 0 a_ "R1 " "R1 " 691+50.00 TO "C" 38+82008 Rt C-6 826 84 "C" "C" 33+57086 TO "C" 34+21088 Lt C-6 159 "C" & "A" "C" 32+91059 TO "A" 701+50000 Rt C-6 696 58 "A" "A" 700+78034 TO "A" 701+50.00 Lt C-6 72 & "C" "A" 701+50000 TO "C" 40+00000 Lt C-6 19248 643 "C" "C" 39+63096 TO "C" 40+00000 Lt C-6 40 40 "W" "W" 4+96013 TO "W" 7+19044 Lt C-6 224 "C" "C" 40+00°00 TO "C" 44+09035 Lt C-7 431 323 "C" "C" 40+00.00 TO "C" 43+14.84 Rt C-7 318 319 "C" "C" 43+79095 TO "C" 45+28072 Rt C-7 149 "C" "C" 45+25025 TO "C" 46+14096 Rt C-7 86 "B" "B" 701+50.00 TO "B" 703+80077 Rt C-8 229 "A" "A" 701+50000 TO "A" 703+22000 Lt C-8 350 "A" "A" 701+50.00 TO "A" 702+13.67 Lt C-8 64 11R5" "R5" 701+50.00 TO "R5" 703+35078 Rt C-8 186 11R5" "R5" 701+50.00 TO "R5" 704+21 01 5 Lt C-8 322 SUBTOTAL 129795 39028 29455 TOTAL 159823 29455 BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800pa007.dgn IS IN INCHES REMOVE FENCE SHEET STATION REMOVE FENCE LF C-3 z 647 "R 1 " 682+19.02 Lt TO "R 1 " 691+50.00 Lt a C-4 "S" 15+67.37 Lt TO "S" 19+48.00 Lt 386 __j "C "20+62029 Lt TO "C" 23+50000 Lt 282 STATION "S" 22+30094 Lt TO "S" 22+93017 Lt 85 C-5 "C " 23+50000 Lt TO "C" 28+67030 Lt 517 "R3" 692+53040 Lt TO "R3" 694+40010 190 0 "R3" 691+50.00 Rt TO "R3" 691+88.08 Rt 40 C-6 "R1 " 691+50.00 Lt TO "C" 38+02054 Lt 610 :2za "A" 698+45014 Lt TO "A" 700+85000 Lt z "A" 693+99064 Lt TO "A" 695+91004 Lt "R4" 697.44085 Lt TO "R4" 699+45097 302 w "C" 37+50000 Rt TO "R4" 696+65048 681 = "R1 " 692+12.57 Lt TO "R1 " 693+92060 Lt 181 C-7 "C" 43+14096 Rt TO "C" 46+04083 Rt 355 C-8 "I-10" 702+44085 Lt TO "I-10" 715+21028 Lt 19371 C-9 "I-10" 716+04054 Lt TO "I-10" 724+22067 Lt 818 a 190 C-10 "I-10" 729+50000 Lt TO "I-10" 743+84071 Lt 19418 TOTAL 109605 TO "R1 " 691+50.00 Lt W 720 C-6 � Lt TO "A" 693+99064 Lt c 126 "A" 695+91 004 Lt TO "A" 701+50.00 Lt 298 C-8 "A" 701+50000 Lt TO "I-10" 713+98056 Lt 573 � o 0 x X Q 8 O m m O O C U U Fy x � ^ U II ^ II LL E O ^ z LUJ o II L LJJ Q) Q J> ~ c �L (/7 U N V) 0 a_ BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800pa007.dgn IS IN INCHES REMOVE FENCE SHEET STATION REMOVE FENCE LF C-3 "R3" 685+06.19 Rt TO "R3" 691+50.00 Rt 647 "R 1 " 682+19.02 Lt TO "R 1 " 691+50.00 Lt 930 C-4 "S" 15+67.37 Lt TO "S" 19+48.00 Lt 386 __j "C "20+62029 Lt TO "C" 23+50000 Lt 282 STATION "S" 22+30094 Lt TO "S" 22+93017 Lt 85 C-5 "C " 23+50000 Lt TO "C" 28+67030 Lt 517 "R3" 692+53040 Lt TO "R3" 694+40010 190 "R3" 691+50.00 Rt TO "R3" 691+88.08 Rt 40 C-6 "R1 " 691+50.00 Lt TO "C" 38+02054 Lt 610 :2za "A" 698+45014 Lt TO "A" 700+85000 Lt 19602 "A" 693+99064 Lt TO "A" 695+91004 Lt "R4" 697.44085 Lt TO "R4" 699+45097 302 223 "C" 37+50000 Rt TO "R4" 696+65048 681 = "R1 " 692+12.57 Lt TO "R1 " 693+92060 Lt 181 C-7 "C" 43+14096 Rt TO "C" 46+04083 Rt 355 C-8 "I-10" 702+44085 Lt TO "I-10" 715+21028 Lt 19371 C-9 "I-10" 716+04054 Lt TO "I-10" 724+22067 Lt 818 "I-10" 727+60028 Lt TO "I-10" 729+50000 Lt 190 C-10 "I-10" 729+50000 Lt TO "I-10" 743+84071 Lt 19418 TOTAL 109605 REMOVE CONCRETE CHANNEL 0 2 3 UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 346 624 S-u-� '- Cx---t- 09-08-11 R�FESS�� REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMRL ETENESS OF SCANNED COR1E5 OF TB/S RL AN SHEET PARSONS r < SOON N CHEAHw 52143 m � z Exp. Is, CIVIL tiP ATF OF CAL Ll oo � 3200 EAST CUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 REMOVE CONCRETE BOX CULVERT w w> � __j [-- J SHEET STATION w w D > U W W W SHEET STATION 0 u z Q:� U m :2za LF C-6 "A" 693+99064 Lt TO "A" 695+91004 Lt 223 TOTAL 223 w 0 = Q:� U U CY C-3 "R1 " 679+99087 Lt TO "R1 " 691+50.00 Lt 720 C-6 "A" 691+50.00 Lt TO "A" 693+99064 Lt 126 "A" 695+91 004 Lt TO "A" 701+50.00 Lt 298 C-8 "A" 701+50000 Lt TO "I-10" 713+98056 Lt 573 TOTAL 1971 8 0 2 3 UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 346 624 S-u-� '- Cx---t- 09-08-11 R�FESS�� REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMRL ETENESS OF SCANNED COR1E5 OF TB/S RL AN SHEET PARSONS r < SOON N CHEAHw 52143 m � z Exp. Is, CIVIL tiP ATF OF CAL Ll oo � 3200 EAST CUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 REMOVE CONCRETE BOX CULVERT SUMMARY OF QUANTITIES PROJECT NUMBER & PHASE 0800000744 Q-7 N o Ln N o0 � N � 0 W W O O JEl- J Ww a o � z O o O u I O w O a O w w> [-- J SHEET STATION w w D > U 0 U :2 z X Lu 00 Q:� U m LF C-6 "A" 693+99064 Lt TO "A" 695+91004 Lt 223 TOTAL 223 SUMMARY OF QUANTITIES PROJECT NUMBER & PHASE 0800000744 Q-7 N o Ln N o0 � N � 0 W W O O JEl- J Ww a o � z O o O u I O w O a O x 0 0 w m cn o > ww u� Er > w w El' Q 0 V) w om r w m �Qo �z w U , U W aw = U o U PAVEMENT REMOVAL LINE C-- AREA (N) x REMOVE ASPHALT CONCRETE (N) REMOVE CONCRETE PAVEMENT DESCRIPTION 0 LF CY CY STATION III -10" "I-10 653+95 TO "I-10'' 693+31016 Lt 499214 0.25 m z o w I-1 0 679+54096 TO "I-1 0'' 682+70086 Rt 69932 0.67 z 172 0 I R2 I ll & CII ''R211 IIR2 688+20013 TO C 33+34000 Lt 229033 0.25 204 III -10" & "C" a a 0.25 z w -j -' 0 = 669485 0.25 U "C" "C" 18+50.00 TO "C" 19+31 .00 U � 79 Z r) "C" � Z 0.25 LL- Q ''A" "C" "C" 29+73027 TO "C" 31+08.94 99126 z 85 691+50.00 TO 701+50.00 Q "C" "C" 32+47068 TO "C" 45+57000 1039233 0.25 956 = wD "C" "C" 35+71.42 TO "C" 37+92.61 PARKING LOT 479229 0.25 437 z "W" 4+83.13 TO "W" 11+53.58 1 991 26 0 177 Rt U "C" & ''A" PAVEMENT REMOVAL LINE STATION AREA (N) DEPTH REMOVE ASPHALT CONCRETE (N) REMOVE CONCRETE PAVEMENT DESCRIPTION SQFT LF CY CY STATION III -10" "I-10 653+95 TO "I-10'' 693+31016 Lt 499214 0.25 456 z o I -loll I-1 0 679+54096 TO "I-1 0'' 682+70086 Rt 69932 0.67 z 172 0 I R2 I ll & CII ''R211 IIR2 688+20013 TO C 33+34000 Lt 229033 0.25 204 III -10" & "C" "I-10'' 682+70086 TO "C" 30+06063 Rt 309944 0.25 287 w -j -' "S" 'IS'' 14+55000 TO 'IS'' 25+33000 669485 0.25 616 "C" "C" 18+50.00 TO "C" 19+31 .00 89506 0025 79 -- "C" "C" 20+62024 TO ""C" 28+62075 559670 0.25 515 > ''A" "C" "C" 29+73027 TO "C" 31+08.94 99126 0.25 85 691+50.00 TO 701+50.00 U "C" "C" 32+47068 TO "C" 45+57000 1039233 0.25 956 = wD "C" "C" 35+71.42 TO "C" 37+92.61 PARKING LOT 479229 0.25 437 "W" "W" 4+83.13 TO "W" 11+53.58 1 991 26 0.25 177 Rt C-3 "C" & ''A" "C" 33+42070 TO ''A'' 703+22016 199225 0.25 178 257 "B" ''A" & "I-10" "A" 703+18.87 TO "I-10'' 706+06.53 59881 0.25 54 691+50.00 TO 694+29040 Rt "C" & "R5" "C" 30+19012 TO "R5" 704+21 077 209682 0.25 192 C-5 148 III -10" "I-10'' 703+36042 TO "I-10'' 728+92000 Rt 359526 0.25 329 ''A" o 0 ''A" & "I-10" ''A'' 681+66021 TO "I-10'' 712+32041 589996 0.25 546 Lt C-8 III -10" "I-10'' 706+11000 TO "I-10'' 716+44030 109374 0.67 O m m 257 TOTAL "C" & "S" PARKING AREA AT CHERRY & SLOVER 59000 0.25 46 0 C U U Fy TOTAL x 1 1 591 56 1 429 (N) TO NOT A SEPERATE PAY ITEM, FOR INFORMATION ONLY. REMOVE METAL BEAM GUARD RAILING z z O -- O z m O x Q LINE STATION a Q w z o m o z w 0 __j cn az cn �J LINE STATION' z w -j -' ''A" & 11I-10" Q z o �a p z 01-1 TOTALI 892 -- w 0 > ''A" 684+64000 TO 691+50.00 a w OQ:� z 691+50.00 TO 701+50.00 U w w 701+50.00 TO 706+47.88 o = wD TOTAL 2 91 81 __j cn Q:� 0 LF a 678+92076 TO 682+70043 Rt C-3 378 "R3" 688+92091 TO 691+50.00 Rt w 257 "B" 693+87047 TO 695+36027 o C-5 148 "R3" 691+50.00 TO 694+29040 Rt C-5 282 "R 5" 695+38026 TO 696+85032 Lt C-5 148 "R 5" 695+26097 TO 700+18045 Rt C-5 508 ''A" o 0 Lt C-6 155 x X Q Lt C-8 782 III -10" 715+50000 TO 707+68000 Lt O m m Q- TOTAL 29736 O 0 C U U Fy x w ^ U II ^ II LL E O ^ z w o II L LJJ Q) Q J> ~ c �L (/7 U N V) 0 a_ REMOVE METAL BEAM GUARD RAILING REMOVE DOUBLE THRIE BEAM BARRIER STATION z O -- O z m Q LINE STATION a w w z o m o z w __j cn az �J LINE STATION' a w -j -' ''A" & 11I-10" 706+47088 TO 712+32041 z o �a p z 01-1 TOTALI 892 -- w > ''A" 684+64000 TO 691+50.00 a w OQ:� 691+50.00 TO 701+50.00 U w :2 Q 701+50.00 TO 706+47.88 o = wD TOTAL 2 91 81 __j cn Q:� 0 LF "B" 678+92076 TO 682+70043 Rt C-3 378 "R3" 688+92091 TO 691+50.00 Rt C-3 257 "B" 693+87047 TO 695+36027 Rt C-5 148 "R3" 691+50.00 TO 694+29040 Rt C-5 282 "R 5" 695+38026 TO 696+85032 Lt C-5 148 "R 5" 695+26097 TO 700+18045 Rt C-5 508 ''A" 694+57033 TO 696+10066 Lt C-6 155 III -10" 707+73014 TO 715+50000 Lt C-8 782 III -10" 715+50000 TO 707+68000 Lt C-9 78 TOTAL 29736 REMOVE DOUBLE THRIE BEAM BARRIER BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800pa008.dgn IS IN INCHES 0 2 3 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 347 624 S-u-� '- Cx---t- -09-08-11 � R�FESS1 REGISTERED CIVIL ENGINEER DATE �a e tiq� SOON 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMRL ETENESS OF SCANNED COR1E5 OF TB/S RL AN SHEET PARSONS ANN CHEAH C3 No. 52143 m Exp. sT CIVIL CAL tiP qTF OF 3200 EAST CUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 REMOVE CONCRETE BARRIER LINE STATION z O -- O z m m LINE STATION a w ~ z o 0 o z w __j cn Q:� > 681+66.21 TO 684+64.00 a w O ''A" & 11I-10" 706+47088 TO 712+32041 U W :2 o = w TOTALI 892 LF ''A" 684+64000 TO 691+50.00 Rt C-3 684 691+50.00 TO 701+50.00 Rt C-6 997 701+50.00 TO 706+47.88 Rt C-8 500 TOTAL 2 91 81 BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800pa008.dgn IS IN INCHES 0 2 3 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 347 624 S-u-� '- Cx---t- -09-08-11 � R�FESS1 REGISTERED CIVIL ENGINEER DATE �a e tiq� SOON 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMRL ETENESS OF SCANNED COR1E5 OF TB/S RL AN SHEET PARSONS ANN CHEAH C3 No. 52143 m Exp. sT CIVIL CAL tiP qTF OF 3200 EAST CUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 REMOVE CONCRETE BARRIER LINE STATION z O -- O z °D U w > a w O U w :2 O = w __j cn Q:� LF 681+66.21 TO 684+64.00 Rt C-3 300 ''A" & 11I-10" 706+47088 TO 712+32041 Rt C-8 592 TOTALI 892 UNIT 2232 SUMMARY OF QUANTITIES PROJECT NUMBER & PHASE 0800000744 N O O r1r) N �� N o0 �N � 0 W W 00 JEl- J Ww a o � z O o O u I O L, O a O ABBREVIATIONS: CHDPE CORRUGATED HIGH DENSITY POLYETHYLENE x 0 0 � w m cn o > w w u > w w � o Q 0 uo w mI r w m QLL] o �z w U , U w aw = U o U REMOVE TREE SHEETS C-- PR -3 x PR -5 O PR -6 0 x F— LD -5 "R4" LINE TOTAL ::x "R1 " & "R3" LINE 1 1 9246 LD -7 F— 59222 w "C" LINE 19969 LD -9 "C" & 'S' LINE 567 O 49430 LD -7 TOTAL r 89 w = cn a a 91 z w BURGUNDY 0 _ L-6 "R4" 695+50000 U TOTALI 3,488 U � Z r) � z O LL- a F— z z Q w w F— z 0 U REMOVE TREE SHEETS z PR -3 1 8 PR -5 O PR -6 31 x F— LD -5 "R4" LINE TOTAL ::x "R1 " & "R3" LINE 1 1 9246 LD -7 F— 59222 LD -8 "C" LINE 19969 LD -9 "C" & 'S' LINE 567 O 49430 LD -7 TOTAL r 89 29160 LD -8 cn BURGUNDY 92 91 z "C" & 'S' LINE BURGUNDY 0 Q L-6 "R4" 695+50000 102 TOTALI 3,488 F— O F— z w F— Q W � c � o 0 x X Q O m m O O C U U Fy x � ^ U II ^ II LL E O ^ z LUJ o II L LJJ Q) ~ Q J> ~ �L (/7 U N V) 0 a_ REMOVE TREE SHEETS EA PR -3 1 8 PR -5 21 PR -6 31 PR -8 12 LD -5 "R4" LINE TOTAL 82 ROCK BLANKET SHEETS LOCATION AREA SQYD LD -3 "C" & "R2" LINE 1 9308 LD -4 "A" & "R2" LINE 29842 LD -5 "R4" LINE 29143 LD -6 "R1 " & "R3" LINE 1 1 9246 LD -7 "C" & "R5" LINE 59222 LD -8 "C" LINE 19969 LD -9 "C" & 'S' LINE 567 585 49430 LD -7 TOTAL 259297 MULCH SHEETS LOCATION AREA CY PP -5 "C" LINE 35 PP -6 "C"9 "R2" & "R4" LINE 701 PP -7 "C" LINE 13 PP -8 "R4" LINE 310 19856 LD -5 "R4" LINE TOTAL 19059 GRAVEL SHEETS LOCATION COLOR SIZE 3/4 11 2 1 /2" SQYD LD -3 "C" & "R2" LINE BURGUNDY 566 19516 LD -4 "A" & "R2" LINE BURGUNDY 29156 19856 LD -5 "R4" LINE BURGUNDY 0 446 LD -6 "R1 " & "R3" LINE BURGUNDY 585 49430 LD -7 "C" & "R5" LINE BURGUNDY 89 29160 LD -8 "C" LINE BURGUNDY 92 91 LD -9 "C" & 'S' LINE BURGUNDY 0 89 L-6 "R4" 695+50000 102 TOTALI 3,488 1 109588 BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800pa009.dgn IS IN INCHES 0 2 3 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 348 624 S-u-� '- C4 ---t- 09-08-11. R�FESS�� REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMRL ETENESS OF SCANNED COR1E5 OF TB/S RL AN SHEET PARSONS SOON ANN CHEAH - z C3 No. 52143 mcl Exp. sT CIVIL CAL tiP ATF OF 3200 EAST CUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 IRRIGATION CROSSOVER UNIT 2232 SUMMARY OF QUANTITIES PROJECT NUMBER & PHASE 0800000744 Q-9 N o � cv Ln N o0 � N � 0 W W O O JEl- J Ww a o � z O o O u I O w O a O W SHEETS STATION 'u 0 U 00 LF L-5 "C" 25+00.00 61 L-6 "C" 34+70000 153 L-6 "C" 38+25000 50 L-6 "R2" 700+00°00 48 L-6 "R4" 693+65000 224 L-6 "R4" 695+50000 102 TOTAL 638 UNIT 2232 SUMMARY OF QUANTITIES PROJECT NUMBER & PHASE 0800000744 Q-9 N o � cv Ln N o0 � N � 0 W W O O JEl- J Ww a o � z O o O u I O w O a O