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NEW GENERATOR FOUNDATION -A <br />RE: 2/S -I <br />OUTLINE OF GENERATOR FOOTPRINT <br />PROVIDE AOOMONAL /4 U -DMS. <br />TYPICAL AT EACH END OF STUB -UP AREA <br />NG HOLES 3 PER SIDE W/ 1/2'. .SIMPSON <br />S1MN0 DOLT 2 STAINLESS STEEL WEDGE <br />ANCHORS. (OR EOVAL). W/ 3 7/8' EMBEDMENT. <br />C00RDINATE LOCATION w/ EOUIPMENT DRAWINGS <br />RE: 3/S-1 <br />1.00ON0 TO [VEND A MINMUU OF 12' BELOW UNDISTURBED SOIL AND FROST UNE. <br />FINAL SITE DESIGN IS THE RESPONSIBILITYOF THE ST10 CONTRACTOR. <br />UNLESS NOTED OTHERWISE. CONCRETE SHALL REACH A LANDAU./ COMPRESSWE <br />STRENGTH OF 3000 PSI W 20 0AT5 FOR FOUNDATIONS. SLABS AND CONDOR <br />ENFASEMENTS..CONCRETE SHALL HAVE A NOMINAL SLUMP AND 4.5-6.310 NR <br />CONTENT. COLIPR(SSNE STRENGTH TEST TO BE PERFORMED ON CONRETC 55E0 FOR <br />FOUNDATION ONLY. <br />UNLESS NOTED OTHERWISE. ALL REINFORCR6 STEEL SHALL 0E ASTM A-615. GRADE <br />CO DEFORMED BMS. <br />UNLESS NOTED OTHERWISE. ALL DETANNG. FABRICATION AND PLACING OF <br />REINFORCING STEEL SHALL CONFORM TO THE MANUAL OF 01ANOM0 PRACTICE FOR <br />D E10*N6 0(0(ORCE0 CONCRETE STRUCTURES (ACI 31e) <br />ALL BAR SPLICES SHALL BE CLASS 'B' TENSION SPLICED. UNLESS NOTED OMOMSE. <br />CHAMFER ALL EXPOSED EXTERNAL CORNERS OF CONCRETE WITH A 3/4'.411 <br />CHAMFER. UNLE55, NOTED OTHERWISE. <br />F0N501(0 SUB TO 0E LEVEL t 1/4' <br />FLEXIBLE UTR11Y CONNECTIONS WILL DE USED AT UNDERGROUND TO GENERATOR <br />IMERAC110NS. <br />10. SIM FOUNDATION DESIGNED ASSUMING ALLOWABLE SOIL BEARING PRESSURE OF 2000 <br />PSI'. SUB FOUNDATIONS BEARING ON CLAY SOILS $LULL HAVE A MAXIMUM SOIL <br />P6051040 INDEX OF 27. TESTING AGENCY SHALL FIELD VERUY CONOTONB BEFORE <br />PLACEMENT OF CONCRETE. <br />11. 00 N01 USE CHLORIDE COMMA ADMIXTURES. READY MIX CONCRETE SUPPUERS TO <br />BE NRMCA CERNFlEO. NOT WEATHER CONCRETE TO'COMPLY WITH ACI 303R. NO <br />ADDITIONAL WATER SHALL BE ADDED TO CONCRETE AT THE 300 SRL <br />12. CONCRETE TO BE NORMAL 0(NSRY YRIH A' MAXIMUM 61.000 OF 4' INCHES. MAf11MDM <br />AGGREGATE SRE 3/4'. <br />13. ALL FROM WORX OFFSET TOLERANCES. (PER ACI 117) TO DE CUSS A <br />14. INSTALL EOIAPMENT ANCHORAGE PER YANUFACUOER'S WRIBEN RECOMMEN01TON5. <br />QTYPICAL GENERATOR FOUNDATION PLAN <br />SCALE: N.T.S. <br />3/4' CHAMFER <br />FINISHED CRANE TO <br />SLOPE AWAY FROM <br />FOUNDATION (1YP) <br />B' TNR. CONCRETE SLAB <br />3000 PSI W/ APPROVED <br />FIBER REINFORCEMENT <br />15 REBM 0 6' EACH WAY <br />B61T ENCINEERING..INC. <br />27490 <br />E.plro4 2/26/1 <br />COMflACTOR TO USE SCHEDULE 00 CAW. <br />PIPE UNDER ALL TRAFFIC CONOIOONS <br />3QMOUNTING HOLE DETAIL <br />SCALE: N.T.S. <br />- <br />ELECTRICAL STUB-UP AREA— <br />1'-5 I/2' <br />-A <br />7, <br />1uiuwoklqi <br />REINFORCING BAR GRID <br />RE_ 2/s-1 FORSIZE AND SPACING <br />- <br />u <br />- <br />a <br />-.WM. <br />10. <br />L. <br />NEW GENERATOR FOUNDATION -A <br />RE: 2/S -I <br />OUTLINE OF GENERATOR FOOTPRINT <br />PROVIDE AOOMONAL /4 U -DMS. <br />TYPICAL AT EACH END OF STUB -UP AREA <br />NG HOLES 3 PER SIDE W/ 1/2'. .SIMPSON <br />S1MN0 DOLT 2 STAINLESS STEEL WEDGE <br />ANCHORS. (OR EOVAL). W/ 3 7/8' EMBEDMENT. <br />C00RDINATE LOCATION w/ EOUIPMENT DRAWINGS <br />RE: 3/S-1 <br />1.00ON0 TO [VEND A MINMUU OF 12' BELOW UNDISTURBED SOIL AND FROST UNE. <br />FINAL SITE DESIGN IS THE RESPONSIBILITYOF THE ST10 CONTRACTOR. <br />UNLESS NOTED OTHERWISE. CONCRETE SHALL REACH A LANDAU./ COMPRESSWE <br />STRENGTH OF 3000 PSI W 20 0AT5 FOR FOUNDATIONS. SLABS AND CONDOR <br />ENFASEMENTS..CONCRETE SHALL HAVE A NOMINAL SLUMP AND 4.5-6.310 NR <br />CONTENT. COLIPR(SSNE STRENGTH TEST TO BE PERFORMED ON CONRETC 55E0 FOR <br />FOUNDATION ONLY. <br />UNLESS NOTED OTHERWISE. ALL REINFORCR6 STEEL SHALL 0E ASTM A-615. GRADE <br />CO DEFORMED BMS. <br />UNLESS NOTED OTHERWISE. ALL DETANNG. FABRICATION AND PLACING OF <br />REINFORCING STEEL SHALL CONFORM TO THE MANUAL OF 01ANOM0 PRACTICE FOR <br />D E10*N6 0(0(ORCE0 CONCRETE STRUCTURES (ACI 31e) <br />ALL BAR SPLICES SHALL BE CLASS 'B' TENSION SPLICED. UNLESS NOTED OMOMSE. <br />CHAMFER ALL EXPOSED EXTERNAL CORNERS OF CONCRETE WITH A 3/4'.411 <br />CHAMFER. UNLE55, NOTED OTHERWISE. <br />F0N501(0 SUB TO 0E LEVEL t 1/4' <br />FLEXIBLE UTR11Y CONNECTIONS WILL DE USED AT UNDERGROUND TO GENERATOR <br />IMERAC110NS. <br />10. SIM FOUNDATION DESIGNED ASSUMING ALLOWABLE SOIL BEARING PRESSURE OF 2000 <br />PSI'. SUB FOUNDATIONS BEARING ON CLAY SOILS $LULL HAVE A MAXIMUM SOIL <br />P6051040 INDEX OF 27. TESTING AGENCY SHALL FIELD VERUY CONOTONB BEFORE <br />PLACEMENT OF CONCRETE. <br />11. 00 N01 USE CHLORIDE COMMA ADMIXTURES. READY MIX CONCRETE SUPPUERS TO <br />BE NRMCA CERNFlEO. NOT WEATHER CONCRETE TO'COMPLY WITH ACI 303R. NO <br />ADDITIONAL WATER SHALL BE ADDED TO CONCRETE AT THE 300 SRL <br />12. CONCRETE TO BE NORMAL 0(NSRY YRIH A' MAXIMUM 61.000 OF 4' INCHES. MAf11MDM <br />AGGREGATE SRE 3/4'. <br />13. ALL FROM WORX OFFSET TOLERANCES. (PER ACI 117) TO DE CUSS A <br />14. INSTALL EOIAPMENT ANCHORAGE PER YANUFACUOER'S WRIBEN RECOMMEN01TON5. <br />QTYPICAL GENERATOR FOUNDATION PLAN <br />SCALE: N.T.S. <br />3/4' CHAMFER <br />FINISHED CRANE TO <br />SLOPE AWAY FROM <br />FOUNDATION (1YP) <br />B' TNR. CONCRETE SLAB <br />3000 PSI W/ APPROVED <br />FIBER REINFORCEMENT <br />15 REBM 0 6' EACH WAY <br />B61T ENCINEERING..INC. <br />27490 <br />E.plro4 2/26/1 <br />COMflACTOR TO USE SCHEDULE 00 CAW. <br />PIPE UNDER ALL TRAFFIC CONOIOONS <br />3QMOUNTING HOLE DETAIL <br />SCALE: N.T.S. <br />