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r � <br /> NOTES: <br /> THE FIRST TWO DIGITS OF EACH BAR MARK INDICATE THE BAR SIZE IN <br /> DRILL AtD EPDXY GROUf 4'-9 <br /> a� ex.�wc►�oa z'—e•��oeoze ' UNITED STATES CUSTOMARY BAR SIZES. ALL BARS SHALL BE EPDXY <br /> HOLE IN PLA7ES AND � ' Ufi��TMREADm ANCHOR ROD COATING. <br /> ,qp�� • • INTO CONCRE7E CAP.7HROUGH L <br /> � �� 1 k��� CORE DRtLLED HOIE IN � <br /> S^"osra+E cna e�c � m MATERIAL DESIGN PROPERTIES: <br /> �'-1 + + + <br /> T CONCRETE: ALL CONCREfE IS TO BE 3Y43 PER THE MNDOT STANDARD <br /> ���E�c�w e�cK' SPECIFICATION 2461 "STRUCTURAL CONCRETE". f'c = 4000 p.s.i <br /> �•—a• o <br /> � � OWNER SHALL ENGAGE A QUALIFlED INDEPENDENT TESTING AGENCY TO <br /> �sv�cm wmi BAR A0801 E pERFORM MATERIAL EVALUATION TESTS PER ASTM C-172. THIS SHALL <br /> INCLUDE FOUR TEST CYLINDERS TESTED PER ASTM C-31. SPECIMENS <br /> 3•�,�, � BAR A0802E SHALL BE TESTED AT 3 DAYS, 7 DAYS, 28 DAY AND A FIELD CURED <br /> = SAMPLE. <br /> m '9 tl A� m <br /> i ;�'� WHEN AVERAGE HIGH AND LOW TEMPERATURE IS EXPECTED TO FALL <br /> N �o� z'—e' nwoae BELOW 40 DEGF FOR THREE SUCCESSIVE DAY, CONTRACTOR SHALL <br /> IX. GROU D�'E .r$m COMPLY WITH ACI 306.1 "COLD WEATHER PLACEMENT". CONTRACTOR <br /> SHALL PROTECT CONCREfE WORK FROM PHYSICAL DAMAGE OR REDUCED <br /> STRENGTH THAT COULD BE CAUSED BY FROST, FREEZING ACTIONS, OR <br /> LOW TEMPERATURES. CONTRACTOR SHALL MAINTAIN DELIVERED CONCRETE <br /> a��� � MIXTURE TEMPERATURE WITHIN THE TEMPERATURE RANGE REQUIRED BY <br /> Fouwwnor+ ;, ACI 301. <br /> TO REMPJN � � � I <br /> �� DRILL AND EPDXY GROUT fi4RS � STEEL REINFORCEMENT: ALL REINFORCING STEEL SHALL SATISFY MNDOT <br /> WTO IX. CONCRETE FOUNDATON STANDARD SPECIFlCATION 3301, fy = 60,000 p.s.i REINFORCEMENT <br /> '� �•) <br /> 1 ALL THREADED BARS SHALL BE ASTM A307-12. 60,000 p.s.i. MIN. <br /> BAR A0403E SHIFf REINFORCEMENT AS NEEDED TO PROVIDE ADEQUATE CLEARANCE <br /> �s—�zzoiE sPa o� FOR DRILLED AND GROUTED THREADED BARS.. <br /> �' 8�`Z�� SEE SHEEf 5 FOR ADDITIONAL INFORMATION REGARDING SANDSTONE <br /> BAR DETAILS FACADE BLOCKS. <br /> CONCRETE FOOTING REPAIR CONCRETE EPDXY GROUT IS TO BE HIT—RE 500—SD EPDXY ADHESIVE <br /> �4 THUS� AS MANUFACTURED BY HILTI CORPORATION OR OTHER APPROVED EPDXY <br /> ADHESIVE PER THE MNDOT APPROVED PRODUCTS LIST: CONCREfE <br /> ANCHORAGES. <br /> FINISHED SURFACES SHALL BE A SMOOTH RUBBED FINISH. NOT LATER <br /> A0801E THAN ONE DAY AFTER FORM REMOVAL, MOISTEN CONCREfE SURFACES <br /> AND RUB WITH CABORUNDUM BRICK OR ANOTHER ABRASIVE UNTIL <br /> 4"'9� e� 9� e� °�—� no�ose PRODUCING A UNIFORM COLOR AND TEXTURE. DO NOT APPLY CEMENT <br /> � GROUT OTHER THAN THAT CREATED BY THE RUBBING PROCESS. <br /> m <br /> � <br /> M <br /> ' � �= � �N <br /> W� <br /> � ��� �� <br /> � m m� <br /> e <br /> BAR LIST <br /> � BAR ID Ng�,�qRSF LENGTH SHAPE DESCRIPTION <br /> � <br /> 3.� �� 4—A0802E SPACm <br /> wr►►+ o,oeoie � �y TMR� �, A0801 E 40 g'—�" �_ VERT. BAR, DRILLED AND EPDXIED <br /> � DPoLLED AND FPDXY GROUTID <br /> INfO CONCREIE (iYP.) A0802E 20 3'—g" �, HORIZ. BAR, SPACED WITH A0802E <br /> a�—s• raMiru� A0403E 16 ��'—g" ❑ HORIZ. TIE BAR <br /> SECTION A—A <br /> (4 THUS) <br /> 1Aaia°��'�°"��P'•^,s�"°^.«�°" Pro ect Number:P01002513 DFS: DRW: <br /> w..�.,.�b,�.o,���.,�,d�.��.rv��.�d IMO Consulting Group � C 0 N C R ET E MHD � <br /> mn I am a euy lkansad Prohssbnal Engirro�r unearma 12701 Whitewater Drive Suite 100 CHK: CHK: <br /> laws of IM SLh of MMmsoh. - BR BR <br /> PriMN� Mkha�IN.Du � p(f;952-44E7 985343 NOERENBERG WATER TOWER <br /> , e����„ ,� � ,,,� �,,,P,�„�K STRUCTURAL REPAIRS R E PA I R S $�3•OF 5 <br /> REV DATE BY CHK APP DESCRIPTION Date: ���� Lkansa/ /7J76 <br />