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MEM ND <br />SCHEDULE OF QUANTITIES FOR ENTIRE BRIDGE <br />ITEM UNIT ST]BM AT, <br />OUAM ITY DUPN TiTv <br />2021 601 MOBILIZATION PRIME <br />2100.601, PEDESTRIAN BRIDGE (SUPERSTRUCTURE) <br />RORROW MOD 107 WV) <br />2211.503 AGGREGATE BASE (CVI CLASS 5 MODIFIED 3 C <br />2360,01 TYPE SP 12.5 WEARING COURSE MIXTURE <br />2401.501 STRUCTURAL CONCRETE MGM) <br />2401.501 STRUCTURAL CONCRETE 13852) <br />2401.501 STRUCTURAL CONCRETE CS52) <br />2401 541 REINFORCEMENT BARS <br />REINFORCEMENT RAM (EPDXY COATED) <br />2401.601 STRUCTURE EXCAVATION PC M <br />2401.607 BRIDGE SLAB CONCRETE <br />2402 583 ORNAMENTAL METAL RAILING TYPES) <br />MBE. <br />2402.601, DRAINAGE SYSTEM <br />BRICK) <br />2411.618 ARCHITECTURAL CONCRETE TEXTURE (ASHLAR STONE) <br />2433.601 REMOVE AND REMN51 RUC I PORTIONS OF EXISTING STRUCTURE <br />DENOTES PLAN OUANI IT I PAY IT EMS AS PER SPEC. 1901 <br />®BOLTON <br />& MENK <br />�^n <br />1,1 <br />437.3 <br />256.4 <br />40.8 <br />25766 <br />282232 <br />540.4 <br />39 0 <br />0 <br />15717 <br />34588 <br />1649 <br />1949 <br />(i1'?p^ 1204 <br />P s P4 1 <br />ENGINEER SIGNATURE P <br />P1 <br />P1 <br />I. INCLUDES BEARING ASSEMBLIES IT ME F2 AND E31 <br />3. REFER TO DETAIL B305 0910. <br />4. INCLUDES SPLASH BASINS AND DOWNSPOUTS AS REQUIRED. <br />5. INCLUDES INSTALLATION OF SECURITY ENTRANCE (PROVIDED BY OTHERS% <br />CTING THE. EXISTING STRUCTURE <br />AT IBE TIE-IN LOCATIONS. SEE NORTH ABUTMENT DETALS. <br />6 LIGHTING SYSTEM TYPE <br />7. INCLUDES PAYMENT MR <br />E FDL <br />ELEMENTS M SPAN 7: <br />STEEL BEAININA,PHRAGMSTSTIEEENERSGNUT S. BOLTS. WASHERS. BEARING SOLE <br />PLPIES PND CONNECTION PLPT ES <br />8. BRIDGE SLAB CONCRETE (3YHPC-M1,VOLUME WAS COMPUTED USING AN AVERAG€ <br />STASTATE WILL T A 2 ] H S NCLUOE ENO IPPHRA DM ATO NCHOR <br />POT T OMOFDISK N TOP ISH DISK. <br />BE PLACED ND N RUSH WITH GS B CONCRETE. <br />R DISK IN CONCRETE. <br />9. INCLUDES DECK. END DIAPHRAGMS AND CURB REINFORCEMENT. <br />19. APPLY COATING TO ALL ABOVE GRADE PORTIONS OF HELIX, BRIDGE SLAB & <br />DECK. PCB BEAMS AND CURBS EXCEPT M RIDING SURFACE OF TRAIL APPLY <br />COAT INC ID BOI <br />IDM AND SIDE FACES OF PIER CAPS. ASHLAR ST DNE AND COLLAR <br />PORTIONS OFPIERS. <br />P) II. APPLY COATING TO PORTIONS OF PIER COLUMNS WITH THIN BRICK FINISH <br />P1 I ALL FINISHED (EXCEPT 12 RIDING SURFACE/ AND TO <br />APPLY TO NI SHEo EA <br />2 EXPOSED PORTIONS OF PIER COLUMNS. <br />QUANTITIES AND NOTES n,a Eo ,PeS•A.P.199-010-012 '(RIDGE NO. <br />SHEET NO. 3 OF 99 SHEETS I <br />02053 <br />