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I ^ SYSTW TYPE ET CONCRETE BARRIER TYPE 27R <br />TEMF�ORARY RAILING (TYPE K) � TERM NAL ( ) _ _ ( ) �o t�rHf��'Fy <br />y Quantity <br />t Location <br />Lacgtion Qu�ntit � Location Quantity <br />No. 56 <br />Brid9� � - No. 2 C-148 160 L.F. Brid9e No. 29C-082 Bridge No. 29C-148 Exp. 12393 1- 04 g <br />Briggo.� No. 29C-149 160 L.F. Southwest Corner of Bridge 1 EA. Westside of Bridge 79 L.F. . CIVIC pQ�� <br />Total: 320 L.F. Southeast Corner of Bridge 1 EA. Eastside of Bridge 79 L.F. <br />Northeast Corner of Bridge 1 EA. Bridge No. 29C-149 •'j �' <br />` Bridge No. 29C 149 Westside of Bridge 81 L.F. I l <br />Southwest Corner of Bridge 1 EA. Eastside of Bridge 81 L.F. <br />-9 Southeast Corner of Bridge 1 EA. ; <br />Total: 320 L.F. <br />TEMPOPA11Y CRASH CUSHION MODULE i , Qridge No. 29C-148 <br />E <br />: ation� Quantity southwest Corner of Bridge 1 JHRIE BEAM+ rl BRIDGE RAILING <br />y Northwest Corner of Bridge 1 EA- ,(Includes Thrie Beam, Aoa..• MBGR Transitions),, <br />Bridge4 No,'t 29C- 148, -418 EA. f <br />I Northeast Corner of Bridge 1 EA. f <br />8ric29C-f49 ' 48 EA. Location Quantity <br />Total: . I_ _ <br />k 8 EA. z <br />:Total: 98 EA, Bridge No. 29C-082. <br />$ ' _ West Side ofi Bridge 100 L.F. <br />TEF�MINAL 'SYSTEM (TYPE ET 2000 PLUS) <br />F. , East Side of Bridge 107 L.F. '. <br />Loca <br />tion Quantity <br />m Total: 207 L.F. ' <br />METAL BEAM GUARD ,, RAILING Bridge No. 29C-148 _ <br />Southeast Corner of Bridge 1 �. TERMINAL AND' END SECTION: Location ' 4 Quantity - - - - - - '� <br />$ -(Guard,- ail%, n c ai <br />�(Gua R .,Co ne tton ..ta Bridge R 'I <br />Brid�evNo.%29C-082- IMPACT` ATTENUATING -SYSTEM <br />� - ���Quantity <br />I South"Westi Corner of- Bridge 25.9 L.F. Location <br />o Southeast'i Corner of Bridge. . 25.0 L.F. Location �� " Quantity <br />End -Terminal. S66tion Terminal Section - ` <br />' Bridge 37.5 L.F. Bridg Bride No. 29C-082 Section Type A Type B <br />N Northw'est Corner of Brid 4 No. 29C-149 g <br />Northeastr Corner of, Bridge " 25.0 L.F. Northwest Corner of Bridge 1 EA. <br />Northwest Corner of Bridge 1 EA. <br />' Bridge No. 29C-148 Bridge No. 29C-148 <br />Northeast Corner of Bridge, 1 EA. <br />Southwest Corner of- Bridge 25.0 L.F. Southwest Corner of Bridge 1 EA. <br />Southedsb- Corner of,, Bridde 25.0 L.F. s Total: 2 EA. Southeast Corner of Bridge 1 EA. <br />Northwest Corner, of Bridge. 25.0 L.F. ► h ,i Northwest Corner of Bridge 1 EA. <br />Northeast Corner of Bride 25.0 L.F. S' Northeast Corner of Bride 1 EA. <br />4 �. <br />a , <br />Areas) <br />g N BETE ' (Miscellaneous Bridge No. 29C-149 g <br />A RHALT CONC <br />Bridge No. 29C-149 <br />Southwest Corner of Bride 25.0 L.F. Location r Quantity Southwest Corner of Bridge 1 -EA. <br />g <br />Southeast Corner of Bridge 25.0 L.F. Bridge"No. 29C-082 Southeast Corner of Bridge 1 EA. <br />cn Total: 262.5 L.F. Station 7+78 (Driveway) 170 S.Y. Total: 3 EA. 1 EA. 3 EA. <br />" JACK TONE ROAD-- BRIDGE NO. 29C-082 ACROSS CALAVERAS RIVER Sheet No. <br />COUNTY O� SAN JOAQUIN NO SCALE SUMMARY OF QUANTITIES ESCALON—BELLOTA- ROAD BRIDGE NO.29C-148 ACROSS CHANNEL C 9 Of 9 <br />ESCALON—BELLOTA ROAD BRIDGE NO. 29C-149 ACROSS CHANNEL B <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />3-2`i- 03 (�w-� 3'2y--° 3 I.�.Q . -� --- 3 I24 �0 3 �r�u/ dh1/ 3��f <br />