WCCCPropaneGT final check set 13july2026.pdf

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AutoCAD SHX Text GENERAL: : 1. WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE HAWAII STATE BUILDING CODE WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE HAWAII STATE BUILDING CODE AND MATERIALS SHALL CONFORM TO THE HAWAII STATE BUILDING CODE AND MATERIALS SHALL CONFORM TO THE HAWAII STATE BUILDING CODE MATERIALS SHALL CONFORM TO THE HAWAII STATE BUILDING CODE MATERIALS SHALL CONFORM TO THE HAWAII STATE BUILDING CODE SHALL CONFORM TO THE HAWAII STATE BUILDING CODE SHALL CONFORM TO THE HAWAII STATE BUILDING CODE CONFORM TO THE HAWAII STATE BUILDING CODE CONFORM TO THE HAWAII STATE BUILDING CODE TO THE HAWAII STATE BUILDING CODE TO THE HAWAII STATE BUILDING CODE THE HAWAII STATE BUILDING CODE THE HAWAII STATE BUILDING CODE HAWAII STATE BUILDING CODE HAWAII STATE BUILDING CODE STATE BUILDING CODE STATE BUILDING CODE BUILDING CODE BUILDING CODE CODE CODE (AMENDED IBC, 2018 EDITION). HOWEVER, WHERE REFERENCE IS MADE TO IBC, 2018 EDITION). HOWEVER, WHERE REFERENCE IS MADE TO IBC, 2018 EDITION). HOWEVER, WHERE REFERENCE IS MADE TO 2018 EDITION). HOWEVER, WHERE REFERENCE IS MADE TO 2018 EDITION). HOWEVER, WHERE REFERENCE IS MADE TO EDITION). HOWEVER, WHERE REFERENCE IS MADE TO EDITION). HOWEVER, WHERE REFERENCE IS MADE TO HOWEVER, WHERE REFERENCE IS MADE TO HOWEVER, WHERE REFERENCE IS MADE TO WHERE REFERENCE IS MADE TO WHERE REFERENCE IS MADE TO REFERENCE IS MADE TO REFERENCE IS MADE TO IS MADE TO IS MADE TO MADE TO MADE TO TO TO PERFORMANCE CONFORMING TO OTHER STANDARDS THE MORE STRINGENT SHALL CONFORMING TO OTHER STANDARDS THE MORE STRINGENT SHALL CONFORMING TO OTHER STANDARDS THE MORE STRINGENT SHALL TO OTHER STANDARDS THE MORE STRINGENT SHALL TO OTHER STANDARDS THE MORE STRINGENT SHALL OTHER STANDARDS THE MORE STRINGENT SHALL OTHER STANDARDS THE MORE STRINGENT SHALL STANDARDS THE MORE STRINGENT SHALL STANDARDS THE MORE STRINGENT SHALL THE MORE STRINGENT SHALL THE MORE STRINGENT SHALL MORE STRINGENT SHALL MORE STRINGENT SHALL STRINGENT SHALL STRINGENT SHALL SHALL SHALL APPLY. 2. THE CONTRACTOR SHALL COMPARE ALL THE CONTRACT DOCUMENTS WITH EACH OTHER THE CONTRACTOR SHALL COMPARE ALL THE CONTRACT DOCUMENTS WITH EACH OTHER CONTRACTOR SHALL COMPARE ALL THE CONTRACT DOCUMENTS WITH EACH OTHER CONTRACTOR SHALL COMPARE ALL THE CONTRACT DOCUMENTS WITH EACH OTHER SHALL COMPARE ALL THE CONTRACT DOCUMENTS WITH EACH OTHER SHALL COMPARE ALL THE CONTRACT DOCUMENTS WITH EACH OTHER COMPARE ALL THE CONTRACT DOCUMENTS WITH EACH OTHER COMPARE ALL THE CONTRACT DOCUMENTS WITH EACH OTHER ALL THE CONTRACT DOCUMENTS WITH EACH OTHER ALL THE CONTRACT DOCUMENTS WITH EACH OTHER THE CONTRACT DOCUMENTS WITH EACH OTHER THE CONTRACT DOCUMENTS WITH EACH OTHER CONTRACT DOCUMENTS WITH EACH OTHER CONTRACT DOCUMENTS WITH EACH OTHER DOCUMENTS WITH EACH OTHER DOCUMENTS WITH EACH OTHER WITH EACH OTHER WITH EACH OTHER EACH OTHER EACH OTHER OTHER OTHER AND REPORT IN WRITING TO THE CONTRACTING OFFICER ALL INCONSISTENCIES AND REPORT IN WRITING TO THE CONTRACTING OFFICER ALL INCONSISTENCIES AND REPORT IN WRITING TO THE CONTRACTING OFFICER ALL INCONSISTENCIES AND IN WRITING TO THE CONTRACTING OFFICER ALL INCONSISTENCIES AND IN WRITING TO THE CONTRACTING OFFICER ALL INCONSISTENCIES AND WRITING TO THE CONTRACTING OFFICER ALL INCONSISTENCIES AND WRITING TO THE CONTRACTING OFFICER ALL INCONSISTENCIES AND TO THE CONTRACTING OFFICER ALL INCONSISTENCIES AND TO THE CONTRACTING OFFICER ALL INCONSISTENCIES AND THE CONTRACTING OFFICER ALL INCONSISTENCIES AND THE CONTRACTING OFFICER ALL INCONSISTENCIES AND CONTRACTING OFFICER ALL INCONSISTENCIES AND CONTRACTING OFFICER ALL INCONSISTENCIES AND OFFICER ALL INCONSISTENCIES AND OFFICER ALL INCONSISTENCIES AND ALL INCONSISTENCIES AND ALL INCONSISTENCIES AND INCONSISTENCIES AND INCONSISTENCIES AND AND AND OMISSIONS. 3. THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS SHALL TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS SHALL TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS MEASUREMENTS AND VERIFY FIELD CONDITIONS MEASUREMENTS AND VERIFY FIELD CONDITIONS AND VERIFY FIELD CONDITIONS AND VERIFY FIELD CONDITIONS VERIFY FIELD CONDITIONS VERIFY FIELD CONDITIONS FIELD CONDITIONS FIELD CONDITIONS CONDITIONS CONDITIONS AND SHALL COMPARE SUCH FIELD MEASUREMENTS AND CONDITIONS WITH THE SHALL COMPARE SUCH FIELD MEASUREMENTS AND CONDITIONS WITH THE SHALL COMPARE SUCH FIELD MEASUREMENTS AND CONDITIONS WITH THE COMPARE SUCH FIELD MEASUREMENTS AND CONDITIONS WITH THE COMPARE SUCH FIELD MEASUREMENTS AND CONDITIONS WITH THE SUCH FIELD MEASUREMENTS AND CONDITIONS WITH THE SUCH FIELD MEASUREMENTS AND CONDITIONS WITH THE FIELD MEASUREMENTS AND CONDITIONS WITH THE FIELD MEASUREMENTS AND CONDITIONS WITH THE MEASUREMENTS AND CONDITIONS WITH THE MEASUREMENTS AND CONDITIONS WITH THE AND CONDITIONS WITH THE AND CONDITIONS WITH THE CONDITIONS WITH THE CONDITIONS WITH THE WITH THE WITH THE THE THE DRAWINGS BEFORE COMMENCING WORK. REPORT IN WRITING TO THE CONTRACTING BEFORE COMMENCING WORK. REPORT IN WRITING TO THE CONTRACTING BEFORE COMMENCING WORK. REPORT IN WRITING TO THE CONTRACTING COMMENCING WORK. REPORT IN WRITING TO THE CONTRACTING COMMENCING WORK. REPORT IN WRITING TO THE CONTRACTING WORK. REPORT IN WRITING TO THE CONTRACTING WORK. REPORT IN WRITING TO THE CONTRACTING REPORT IN WRITING TO THE CONTRACTING REPORT IN WRITING TO THE CONTRACTING IN WRITING TO THE CONTRACTING IN WRITING TO THE CONTRACTING WRITING TO THE CONTRACTING WRITING TO THE CONTRACTING TO THE CONTRACTING TO THE CONTRACTING THE CONTRACTING THE CONTRACTING CONTRACTING CONTRACTING OFFICER ALL INCONSISTENCIES AND OMISSIONS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL RESPONSIBLE FOR COORDINATING THE WORK OF ALL RESPONSIBLE FOR COORDINATING THE WORK OF ALL FOR COORDINATING THE WORK OF ALL FOR COORDINATING THE WORK OF ALL COORDINATING THE WORK OF ALL COORDINATING THE WORK OF ALL THE WORK OF ALL THE WORK OF ALL WORK OF ALL WORK OF ALL OF ALL OF ALL ALL ALL TRADES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR METHODS OF CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR METHODS OF CONSTRUCTION, CONTRACTOR SHALL BE RESPONSIBLE FOR METHODS OF CONSTRUCTION, CONTRACTOR SHALL BE RESPONSIBLE FOR METHODS OF CONSTRUCTION, SHALL BE RESPONSIBLE FOR METHODS OF CONSTRUCTION, SHALL BE RESPONSIBLE FOR METHODS OF CONSTRUCTION, BE RESPONSIBLE FOR METHODS OF CONSTRUCTION, BE RESPONSIBLE FOR METHODS OF CONSTRUCTION, RESPONSIBLE FOR METHODS OF CONSTRUCTION, RESPONSIBLE FOR METHODS OF CONSTRUCTION, FOR METHODS OF CONSTRUCTION, FOR METHODS OF CONSTRUCTION, METHODS OF CONSTRUCTION, METHODS OF CONSTRUCTION, OF CONSTRUCTION, OF CONSTRUCTION, CONSTRUCTION, CONSTRUCTION, WORKMANSHIP AND JOB SAFETY. THE CONTRACTOR SHALL PROVIDE TEMPORARY AND JOB SAFETY. THE CONTRACTOR SHALL PROVIDE TEMPORARY AND JOB SAFETY. THE CONTRACTOR SHALL PROVIDE TEMPORARY JOB SAFETY. THE CONTRACTOR SHALL PROVIDE TEMPORARY JOB SAFETY. THE CONTRACTOR SHALL PROVIDE TEMPORARY SAFETY. THE CONTRACTOR SHALL PROVIDE TEMPORARY SAFETY. THE CONTRACTOR SHALL PROVIDE TEMPORARY THE CONTRACTOR SHALL PROVIDE TEMPORARY THE CONTRACTOR SHALL PROVIDE TEMPORARY CONTRACTOR SHALL PROVIDE TEMPORARY CONTRACTOR SHALL PROVIDE TEMPORARY SHALL PROVIDE TEMPORARY SHALL PROVIDE TEMPORARY PROVIDE TEMPORARY PROVIDE TEMPORARY TEMPORARY TEMPORARY SHORING AND BRACING AS REQUIRED FOR STABILITY OF STRUCTURAL MEMBERS AND AND BRACING AS REQUIRED FOR STABILITY OF STRUCTURAL MEMBERS AND AND BRACING AS REQUIRED FOR STABILITY OF STRUCTURAL MEMBERS AND BRACING AS REQUIRED FOR STABILITY OF STRUCTURAL MEMBERS AND BRACING AS REQUIRED FOR STABILITY OF STRUCTURAL MEMBERS AND AS REQUIRED FOR STABILITY OF STRUCTURAL MEMBERS AND AS REQUIRED FOR STABILITY OF STRUCTURAL MEMBERS AND REQUIRED FOR STABILITY OF STRUCTURAL MEMBERS AND REQUIRED FOR STABILITY OF STRUCTURAL MEMBERS AND FOR STABILITY OF STRUCTURAL MEMBERS AND FOR STABILITY OF STRUCTURAL MEMBERS AND STABILITY OF STRUCTURAL MEMBERS AND STABILITY OF STRUCTURAL MEMBERS AND OF STRUCTURAL MEMBERS AND OF STRUCTURAL MEMBERS AND STRUCTURAL MEMBERS AND STRUCTURAL MEMBERS AND MEMBERS AND MEMBERS AND AND AND SYSTEMS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF THE ADJACENT THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF THE ADJACENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF THE ADJACENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF THE ADJACENT SHALL BE RESPONSIBLE FOR PROTECTION OF THE ADJACENT SHALL BE RESPONSIBLE FOR PROTECTION OF THE ADJACENT BE RESPONSIBLE FOR PROTECTION OF THE ADJACENT BE RESPONSIBLE FOR PROTECTION OF THE ADJACENT RESPONSIBLE FOR PROTECTION OF THE ADJACENT RESPONSIBLE FOR PROTECTION OF THE ADJACENT FOR PROTECTION OF THE ADJACENT FOR PROTECTION OF THE ADJACENT PROTECTION OF THE ADJACENT PROTECTION OF THE ADJACENT OF THE ADJACENT OF THE ADJACENT THE ADJACENT THE ADJACENT ADJACENT ADJACENT PROPERTIES, STRUCTURES, STREETS AND UTILITIES DURING THE CONSTRUCTION PERIOD. 7. DETAILS NOTED AS TYPICAL ON THE STRUCTURAL DRAWINGS SHALL APPLY IN ALL DETAILS NOTED AS TYPICAL ON THE STRUCTURAL DRAWINGS SHALL APPLY IN ALL NOTED AS TYPICAL ON THE STRUCTURAL DRAWINGS SHALL APPLY IN ALL NOTED AS TYPICAL ON THE STRUCTURAL DRAWINGS SHALL APPLY IN ALL AS TYPICAL ON THE STRUCTURAL DRAWINGS SHALL APPLY IN ALL AS TYPICAL ON THE STRUCTURAL DRAWINGS SHALL APPLY IN ALL TYPICAL ON THE STRUCTURAL DRAWINGS SHALL APPLY IN ALL TYPICAL ON THE STRUCTURAL DRAWINGS SHALL APPLY IN ALL ON THE STRUCTURAL DRAWINGS SHALL APPLY IN ALL ON THE STRUCTURAL DRAWINGS SHALL APPLY IN ALL THE STRUCTURAL DRAWINGS SHALL APPLY IN ALL THE STRUCTURAL DRAWINGS SHALL APPLY IN ALL STRUCTURAL DRAWINGS SHALL APPLY IN ALL STRUCTURAL DRAWINGS SHALL APPLY IN ALL DRAWINGS SHALL APPLY IN ALL DRAWINGS SHALL APPLY IN ALL SHALL APPLY IN ALL SHALL APPLY IN ALL APPLY IN ALL APPLY IN ALL IN ALL IN ALL ALL ALL CONDITIONS UNLESS SPECIFICALLY SHOWN OR NOTED. DESIGN CRITERIA: : 1. LPG TANK LPG TANK a. CAPACITY = 2,000 GALLONS CAPACITY = 2,000 GALLONS b. PROPANE LIQUID SPECIFIC GRAVITY = 0.58 PROPANE LIQUID SPECIFIC GRAVITY = 0.58 2. WIND WIND a. BASIC WIND SPEED=164 MPH BASIC WIND SPEED=164 MPH b. RISK CATEGORY III RISK CATEGORY III c. WIND EXPOSURE B WIND EXPOSURE B 3. SEISMIC SEISMIC a. RISK CATEGORY III RISK CATEGORY III b. SEISMIC IMPORTANCE FACTOR Ie=1.25 SEISMIC IMPORTANCE FACTOR Ie=1.25 c. Ss=0.592 Ss=0.592 d. S1=0.174 S1=0.174 e. SITE CLASS D SITE CLASS D f. SEISMIC DESIGN CATEGORY D SEISMIC DESIGN CATEGORY D 4. FOUNDATION FOUNDATION a. MAXIMUM ALLOWABLE FOUNDATION BEARING PRESSURES MAXIMUM ALLOWABLE FOUNDATION BEARING PRESSURES 1) DEAD LOAD + LIVE LOAD 1,500 PSF DEAD LOAD + LIVE LOAD 1,500 PSF 1,500 PSF 2) DEAD LOAD + LIVE LOAD + WIND OR SEISMIC 2,000 PSF DEAD LOAD + LIVE LOAD + WIND OR SEISMIC 2,000 PSF 2,000 PSF FOUNDATION: : 1. FOUNDATION DESIGN IS BASED ON CHAPTER 18 OF THE INTERNATIONAL BUILDING FOUNDATION DESIGN IS BASED ON CHAPTER 18 OF THE INTERNATIONAL BUILDING DESIGN IS BASED ON CHAPTER 18 OF THE INTERNATIONAL BUILDING DESIGN IS BASED ON CHAPTER 18 OF THE INTERNATIONAL BUILDING IS BASED ON CHAPTER 18 OF THE INTERNATIONAL BUILDING IS BASED ON CHAPTER 18 OF THE INTERNATIONAL BUILDING BASED ON CHAPTER 18 OF THE INTERNATIONAL BUILDING BASED ON CHAPTER 18 OF THE INTERNATIONAL BUILDING ON CHAPTER 18 OF THE INTERNATIONAL BUILDING ON CHAPTER 18 OF THE INTERNATIONAL BUILDING CHAPTER 18 OF THE INTERNATIONAL BUILDING CHAPTER 18 OF THE INTERNATIONAL BUILDING 18 OF THE INTERNATIONAL BUILDING 18 OF THE INTERNATIONAL BUILDING OF THE INTERNATIONAL BUILDING OF THE INTERNATIONAL BUILDING THE INTERNATIONAL BUILDING THE INTERNATIONAL BUILDING INTERNATIONAL BUILDING INTERNATIONAL BUILDING BUILDING BUILDING CODE. 2. CONTRACTOR SHALL PROVIDE FOR DE-WATERING OF EXCAVATION FROM SURFACE CONTRACTOR SHALL PROVIDE FOR DE-WATERING OF EXCAVATION FROM SURFACE SHALL PROVIDE FOR DE-WATERING OF EXCAVATION FROM SURFACE SHALL PROVIDE FOR DE-WATERING OF EXCAVATION FROM SURFACE PROVIDE FOR DE-WATERING OF EXCAVATION FROM SURFACE PROVIDE FOR DE-WATERING OF EXCAVATION FROM SURFACE FOR DE-WATERING OF EXCAVATION FROM SURFACE FOR DE-WATERING OF EXCAVATION FROM SURFACE DE-WATERING OF EXCAVATION FROM SURFACE DE-WATERING OF EXCAVATION FROM SURFACE OF EXCAVATION FROM SURFACE OF EXCAVATION FROM SURFACE EXCAVATION FROM SURFACE EXCAVATION FROM SURFACE FROM SURFACE FROM SURFACE SURFACE SURFACE WATER, GROUND WATER, OR SEEPAGE. 3. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL UNDERPINNING, CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL UNDERPINNING, SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL UNDERPINNING, SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL UNDERPINNING, PROVIDE FOR DESIGN AND INSTALLATION OF ALL UNDERPINNING, PROVIDE FOR DESIGN AND INSTALLATION OF ALL UNDERPINNING, FOR DESIGN AND INSTALLATION OF ALL UNDERPINNING, FOR DESIGN AND INSTALLATION OF ALL UNDERPINNING, DESIGN AND INSTALLATION OF ALL UNDERPINNING, DESIGN AND INSTALLATION OF ALL UNDERPINNING, AND INSTALLATION OF ALL UNDERPINNING, AND INSTALLATION OF ALL UNDERPINNING, INSTALLATION OF ALL UNDERPINNING, INSTALLATION OF ALL UNDERPINNING, OF ALL UNDERPINNING, OF ALL UNDERPINNING, ALL UNDERPINNING, ALL UNDERPINNING, UNDERPINNING, UNDERPINNING, CRIBBING, SHEETING, AND SHORING NECESSARY TO PRESERVE EXCAVATIONS AND SHEETING, AND SHORING NECESSARY TO PRESERVE EXCAVATIONS AND SHEETING, AND SHORING NECESSARY TO PRESERVE EXCAVATIONS AND AND SHORING NECESSARY TO PRESERVE EXCAVATIONS AND AND SHORING NECESSARY TO PRESERVE EXCAVATIONS AND SHORING NECESSARY TO PRESERVE EXCAVATIONS AND SHORING NECESSARY TO PRESERVE EXCAVATIONS AND NECESSARY TO PRESERVE EXCAVATIONS AND NECESSARY TO PRESERVE EXCAVATIONS AND TO PRESERVE EXCAVATIONS AND TO PRESERVE EXCAVATIONS AND PRESERVE EXCAVATIONS AND PRESERVE EXCAVATIONS AND EXCAVATIONS AND EXCAVATIONS AND AND AND EARTH BANKS. 4. FOOTINGS SHALL BEAR ON UNDISTURBED IN-SITU FIRM SOILS. BOTTOM OF FOOTINGS FOOTINGS SHALL BEAR ON UNDISTURBED IN-SITU FIRM SOILS. BOTTOM OF FOOTINGS SHALL BEAR ON UNDISTURBED IN-SITU FIRM SOILS. BOTTOM OF FOOTINGS SHALL BEAR ON UNDISTURBED IN-SITU FIRM SOILS. BOTTOM OF FOOTINGS BEAR ON UNDISTURBED IN-SITU FIRM SOILS. BOTTOM OF FOOTINGS BEAR ON UNDISTURBED IN-SITU FIRM SOILS. BOTTOM OF FOOTINGS ON UNDISTURBED IN-SITU FIRM SOILS. BOTTOM OF FOOTINGS ON UNDISTURBED IN-SITU FIRM SOILS. BOTTOM OF FOOTINGS UNDISTURBED IN-SITU FIRM SOILS. BOTTOM OF FOOTINGS UNDISTURBED IN-SITU FIRM SOILS. BOTTOM OF FOOTINGS IN-SITU FIRM SOILS. BOTTOM OF FOOTINGS IN-SITU FIRM SOILS. BOTTOM OF FOOTINGS FIRM SOILS. BOTTOM OF FOOTINGS FIRM SOILS. BOTTOM OF FOOTINGS SOILS. BOTTOM OF FOOTINGS SOILS. BOTTOM OF FOOTINGS BOTTOM OF FOOTINGS BOTTOM OF FOOTINGS OF FOOTINGS OF FOOTINGS FOOTINGS FOOTINGS SHALL BE COMPACTED TO PROVIDE A RELATIVELY FIRM AND SMOOTH BEARING BE COMPACTED TO PROVIDE A RELATIVELY FIRM AND SMOOTH BEARING BE COMPACTED TO PROVIDE A RELATIVELY FIRM AND SMOOTH BEARING COMPACTED TO PROVIDE A RELATIVELY FIRM AND SMOOTH BEARING COMPACTED TO PROVIDE A RELATIVELY FIRM AND SMOOTH BEARING TO PROVIDE A RELATIVELY FIRM AND SMOOTH BEARING TO PROVIDE A RELATIVELY FIRM AND SMOOTH BEARING PROVIDE A RELATIVELY FIRM AND SMOOTH BEARING PROVIDE A RELATIVELY FIRM AND SMOOTH BEARING A RELATIVELY FIRM AND SMOOTH BEARING A RELATIVELY FIRM AND SMOOTH BEARING RELATIVELY FIRM AND SMOOTH BEARING RELATIVELY FIRM AND SMOOTH BEARING FIRM AND SMOOTH BEARING FIRM AND SMOOTH BEARING AND SMOOTH BEARING AND SMOOTH BEARING SMOOTH BEARING SMOOTH BEARING BEARING BEARING SURFACE PRIOR TO PLACEMENT OF REINFORCING STEEL AND CONCRETE. IF SOFT PRIOR TO PLACEMENT OF REINFORCING STEEL AND CONCRETE. IF SOFT PRIOR TO PLACEMENT OF REINFORCING STEEL AND CONCRETE. IF SOFT TO PLACEMENT OF REINFORCING STEEL AND CONCRETE. IF SOFT TO PLACEMENT OF REINFORCING STEEL AND CONCRETE. IF SOFT PLACEMENT OF REINFORCING STEEL AND CONCRETE. IF SOFT PLACEMENT OF REINFORCING STEEL AND CONCRETE. IF SOFT OF REINFORCING STEEL AND CONCRETE. IF SOFT OF REINFORCING STEEL AND CONCRETE. IF SOFT REINFORCING STEEL AND CONCRETE. IF SOFT REINFORCING STEEL AND CONCRETE. IF SOFT STEEL AND CONCRETE. IF SOFT STEEL AND CONCRETE. IF SOFT AND CONCRETE. IF SOFT AND CONCRETE. IF SOFT CONCRETE. IF SOFT CONCRETE. IF SOFT IF SOFT IF SOFT SOFT SOFT AND/OR LOOSE MATERIALS ARE ENCOUNTERED AT THE BOTTOM OF FOOTING LOOSE MATERIALS ARE ENCOUNTERED AT THE BOTTOM OF FOOTING LOOSE MATERIALS ARE ENCOUNTERED AT THE BOTTOM OF FOOTING MATERIALS ARE ENCOUNTERED AT THE BOTTOM OF FOOTING MATERIALS ARE ENCOUNTERED AT THE BOTTOM OF FOOTING ARE ENCOUNTERED AT THE BOTTOM OF FOOTING ARE ENCOUNTERED AT THE BOTTOM OF FOOTING ENCOUNTERED AT THE BOTTOM OF FOOTING ENCOUNTERED AT THE BOTTOM OF FOOTING AT THE BOTTOM OF FOOTING AT THE BOTTOM OF FOOTING THE BOTTOM OF FOOTING THE BOTTOM OF FOOTING BOTTOM OF FOOTING BOTTOM OF FOOTING OF FOOTING OF FOOTING FOOTING FOOTING EXCAVATIONS, THEY SHALL BE OVER-EXCAVATED TO EXPOSE THE UNDERLYING FIRM THEY SHALL BE OVER-EXCAVATED TO EXPOSE THE UNDERLYING FIRM THEY SHALL BE OVER-EXCAVATED TO EXPOSE THE UNDERLYING FIRM SHALL BE OVER-EXCAVATED TO EXPOSE THE UNDERLYING FIRM SHALL BE OVER-EXCAVATED TO EXPOSE THE UNDERLYING FIRM BE OVER-EXCAVATED TO EXPOSE THE UNDERLYING FIRM BE OVER-EXCAVATED TO EXPOSE THE UNDERLYING FIRM OVER-EXCAVATED TO EXPOSE THE UNDERLYING FIRM OVER-EXCAVATED TO EXPOSE THE UNDERLYING FIRM TO EXPOSE THE UNDERLYING FIRM TO EXPOSE THE UNDERLYING FIRM EXPOSE THE UNDERLYING FIRM EXPOSE THE UNDERLYING FIRM THE UNDERLYING FIRM THE UNDERLYING FIRM UNDERLYING FIRM UNDERLYING FIRM FIRM FIRM MATERIALS. THE OVER-EXCAVATION SHALL BE BACKFILLED WITH SELECT GRANULAR THE OVER-EXCAVATION SHALL BE BACKFILLED WITH SELECT GRANULAR THE OVER-EXCAVATION SHALL BE BACKFILLED WITH SELECT GRANULAR OVER-EXCAVATION SHALL BE BACKFILLED WITH SELECT GRANULAR OVER-EXCAVATION SHALL BE BACKFILLED WITH SELECT GRANULAR SHALL BE BACKFILLED WITH SELECT GRANULAR SHALL BE BACKFILLED WITH SELECT GRANULAR BE BACKFILLED WITH SELECT GRANULAR BE BACKFILLED WITH SELECT GRANULAR BACKFILLED WITH SELECT GRANULAR BACKFILLED WITH SELECT GRANULAR WITH SELECT GRANULAR WITH SELECT GRANULAR SELECT GRANULAR SELECT GRANULAR GRANULAR GRANULAR MATERIAL COMPACTED TO A MINIMUM OF 95% RELATIVE COMPACTION OR THE FOOTING COMPACTED TO A MINIMUM OF 95% RELATIVE COMPACTION OR THE FOOTING COMPACTED TO A MINIMUM OF 95% RELATIVE COMPACTION OR THE FOOTING TO A MINIMUM OF 95% RELATIVE COMPACTION OR THE FOOTING TO A MINIMUM OF 95% RELATIVE COMPACTION OR THE FOOTING A MINIMUM OF 95% RELATIVE COMPACTION OR THE FOOTING A MINIMUM OF 95% RELATIVE COMPACTION OR THE FOOTING MINIMUM OF 95% RELATIVE COMPACTION OR THE FOOTING MINIMUM OF 95% RELATIVE COMPACTION OR THE FOOTING OF 95% RELATIVE COMPACTION OR THE FOOTING OF 95% RELATIVE COMPACTION OR THE FOOTING 95% RELATIVE COMPACTION OR THE FOOTING 95% RELATIVE COMPACTION OR THE FOOTING RELATIVE COMPACTION OR THE FOOTING RELATIVE COMPACTION OR THE FOOTING COMPACTION OR THE FOOTING COMPACTION OR THE FOOTING OR THE FOOTING OR THE FOOTING THE FOOTING THE FOOTING FOOTING FOOTING BOTTOM MAY BE EXTENDED DOWN TO THE UNDERLYING COMPETENT MATERIAL. 5. EXCAVATIONS SHALL BE PROPERLY BACKFILLED. EXCAVATIONS SHALL BE PROPERLY BACKFILLED. a. BACKFILL MATERIAL SHALL CONSIST OF SOIL WHICH IS FREE OF ORGANICS, BACKFILL MATERIAL SHALL CONSIST OF SOIL WHICH IS FREE OF ORGANICS, EXPANSIVE CLAY AND DEBRIS. BACKFILL MATERIAL SHALL BE LESS THAN 3 INCHES IN GREATEST DIMENSION. b. BACKFILL MATERIAL SHALL BE PLACED IN LIFTS NOT EXCEEDING 8 INCHES IN BACKFILL MATERIAL SHALL BE PLACED IN LIFTS NOT EXCEEDING 8 INCHES IN LOOSE THICKNESS. c. EACH LAYER OF BACKFILL MATERIAL SHALL BE THOROUGHLY COMPACTED TO AT EACH LAYER OF BACKFILL MATERIAL SHALL BE THOROUGHLY COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE ASTM D1557 TEST PROCEDURE. 6. DURING CONSTRUCTION, DRAINAGE SHALL BE PROVIDED TO MINIMIZE PONDING OF DURING CONSTRUCTION, DRAINAGE SHALL BE PROVIDED TO MINIMIZE PONDING OF CONSTRUCTION, DRAINAGE SHALL BE PROVIDED TO MINIMIZE PONDING OF CONSTRUCTION, DRAINAGE SHALL BE PROVIDED TO MINIMIZE PONDING OF DRAINAGE SHALL BE PROVIDED TO MINIMIZE PONDING OF DRAINAGE SHALL BE PROVIDED TO MINIMIZE PONDING OF SHALL BE PROVIDED TO MINIMIZE PONDING OF SHALL BE PROVIDED TO MINIMIZE PONDING OF BE PROVIDED TO MINIMIZE PONDING OF BE PROVIDED TO MINIMIZE PONDING OF PROVIDED TO MINIMIZE PONDING OF PROVIDED TO MINIMIZE PONDING OF TO MINIMIZE PONDING OF TO MINIMIZE PONDING OF MINIMIZE PONDING OF MINIMIZE PONDING OF PONDING OF PONDING OF OF OF WATER ADJACENT TO OR ON FOUNDATION AREAS. PONDED AREAS SHALL BE DRAINED ADJACENT TO OR ON FOUNDATION AREAS. PONDED AREAS SHALL BE DRAINED ADJACENT TO OR ON FOUNDATION AREAS. PONDED AREAS SHALL BE DRAINED TO OR ON FOUNDATION AREAS. PONDED AREAS SHALL BE DRAINED TO OR ON FOUNDATION AREAS. PONDED AREAS SHALL BE DRAINED OR ON FOUNDATION AREAS. PONDED AREAS SHALL BE DRAINED OR ON FOUNDATION AREAS. PONDED AREAS SHALL BE DRAINED ON FOUNDATION AREAS. PONDED AREAS SHALL BE DRAINED ON FOUNDATION AREAS. PONDED AREAS SHALL BE DRAINED FOUNDATION AREAS. PONDED AREAS SHALL BE DRAINED FOUNDATION AREAS. PONDED AREAS SHALL BE DRAINED AREAS. PONDED AREAS SHALL BE DRAINED AREAS. PONDED AREAS SHALL BE DRAINED PONDED AREAS SHALL BE DRAINED PONDED AREAS SHALL BE DRAINED PONDED AREAS SHALL BE DRAINED AREAS SHALL BE DRAINED AREAS SHALL BE DRAINED SHALL BE DRAINED SHALL BE DRAINED BE DRAINED BE DRAINED DRAINED DRAINED IMMEDIATELY. ANY SUBGRADE SOIL THAT HAS BECOME SOFT DUE TO PONDING SHALL ANY SUBGRADE SOIL THAT HAS BECOME SOFT DUE TO PONDING SHALL ANY SUBGRADE SOIL THAT HAS BECOME SOFT DUE TO PONDING SHALL ANY SUBGRADE SOIL THAT HAS BECOME SOFT DUE TO PONDING SHALL SUBGRADE SOIL THAT HAS BECOME SOFT DUE TO PONDING SHALL SUBGRADE SOIL THAT HAS BECOME SOFT DUE TO PONDING SHALL SOIL THAT HAS BECOME SOFT DUE TO PONDING SHALL SOIL THAT HAS BECOME SOFT DUE TO PONDING SHALL THAT HAS BECOME SOFT DUE TO PONDING SHALL THAT HAS BECOME SOFT DUE TO PONDING SHALL HAS BECOME SOFT DUE TO PONDING SHALL HAS BECOME SOFT DUE TO PONDING SHALL BECOME SOFT DUE TO PONDING SHALL BECOME SOFT DUE TO PONDING SHALL SOFT DUE TO PONDING SHALL SOFT DUE TO PONDING SHALL DUE TO PONDING SHALL DUE TO PONDING SHALL TO PONDING SHALL TO PONDING SHALL PONDING SHALL PONDING SHALL SHALL SHALL BE REMOVED TO FIRM MATERIAL AND REPLACED WITH COMPACTED STRUCTURAL FILL.

AutoCAD SHX Text CONCRETE: : 1. CONCRETE CONSTRUCTION SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE ACI CONCRETE CONSTRUCTION SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE ACI CONSTRUCTION SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE ACI CONSTRUCTION SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE ACI SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE ACI SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE ACI CONFORM TO AMERICAN CONCRETE INSTITUTE ACI CONFORM TO AMERICAN CONCRETE INSTITUTE ACI TO AMERICAN CONCRETE INSTITUTE ACI TO AMERICAN CONCRETE INSTITUTE ACI AMERICAN CONCRETE INSTITUTE ACI AMERICAN CONCRETE INSTITUTE ACI CONCRETE INSTITUTE ACI CONCRETE INSTITUTE ACI INSTITUTE ACI INSTITUTE ACI ACI ACI 318-14. 2. CONCRETE SHALL BE REGULAR WEIGHT HARD ROCK CONCRETE AND SHALL HAVE A CONCRETE SHALL BE REGULAR WEIGHT HARD ROCK CONCRETE AND SHALL HAVE A SHALL BE REGULAR WEIGHT HARD ROCK CONCRETE AND SHALL HAVE A SHALL BE REGULAR WEIGHT HARD ROCK CONCRETE AND SHALL HAVE A BE REGULAR WEIGHT HARD ROCK CONCRETE AND SHALL HAVE A BE REGULAR WEIGHT HARD ROCK CONCRETE AND SHALL HAVE A REGULAR WEIGHT HARD ROCK CONCRETE AND SHALL HAVE A REGULAR WEIGHT HARD ROCK CONCRETE AND SHALL HAVE A WEIGHT HARD ROCK CONCRETE AND SHALL HAVE A WEIGHT HARD ROCK CONCRETE AND SHALL HAVE A HARD ROCK CONCRETE AND SHALL HAVE A HARD ROCK CONCRETE AND SHALL HAVE A ROCK CONCRETE AND SHALL HAVE A ROCK CONCRETE AND SHALL HAVE A CONCRETE AND SHALL HAVE A CONCRETE AND SHALL HAVE A AND SHALL HAVE A AND SHALL HAVE A SHALL HAVE A SHALL HAVE A HAVE A HAVE A A A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI. 3. MAXIMUM WATER TO CEMENTITIOUS MATERIALS RATIO SHALL BE 0.40. MAXIMUM WATER TO CEMENTITIOUS MATERIALS RATIO SHALL BE 0.40. 4. CONCRETE DELIVERY TICKETS SHALL RECORD ALL FREE WATER IN THE MIX: AT CONCRETE DELIVERY TICKETS SHALL RECORD ALL FREE WATER IN THE MIX: AT DELIVERY TICKETS SHALL RECORD ALL FREE WATER IN THE MIX: AT DELIVERY TICKETS SHALL RECORD ALL FREE WATER IN THE MIX: AT TICKETS SHALL RECORD ALL FREE WATER IN THE MIX: AT TICKETS SHALL RECORD ALL FREE WATER IN THE MIX: AT SHALL RECORD ALL FREE WATER IN THE MIX: AT SHALL RECORD ALL FREE WATER IN THE MIX: AT RECORD ALL FREE WATER IN THE MIX: AT RECORD ALL FREE WATER IN THE MIX: AT ALL FREE WATER IN THE MIX: AT ALL FREE WATER IN THE MIX: AT FREE WATER IN THE MIX: AT FREE WATER IN THE MIX: AT WATER IN THE MIX: AT WATER IN THE MIX: AT IN THE MIX: AT IN THE MIX: AT THE MIX: AT THE MIX: AT MIX: AT MIX: AT AT AT BATCHING BY PLANT, FOR CONSISTENCY BY DRIVER, AND ANY ADDITIONAL REQUEST BY PLANT, FOR CONSISTENCY BY DRIVER, AND ANY ADDITIONAL REQUEST BY PLANT, FOR CONSISTENCY BY DRIVER, AND ANY ADDITIONAL REQUEST PLANT, FOR CONSISTENCY BY DRIVER, AND ANY ADDITIONAL REQUEST PLANT, FOR CONSISTENCY BY DRIVER, AND ANY ADDITIONAL REQUEST FOR CONSISTENCY BY DRIVER, AND ANY ADDITIONAL REQUEST FOR CONSISTENCY BY DRIVER, AND ANY ADDITIONAL REQUEST CONSISTENCY BY DRIVER, AND ANY ADDITIONAL REQUEST CONSISTENCY BY DRIVER, AND ANY ADDITIONAL REQUEST BY DRIVER, AND ANY ADDITIONAL REQUEST BY DRIVER, AND ANY ADDITIONAL REQUEST DRIVER, AND ANY ADDITIONAL REQUEST DRIVER, AND ANY ADDITIONAL REQUEST AND ANY ADDITIONAL REQUEST AND ANY ADDITIONAL REQUEST ANY ADDITIONAL REQUEST ANY ADDITIONAL REQUEST ADDITIONAL REQUEST ADDITIONAL REQUEST REQUEST REQUEST BY CONTRACTOR IF PERMITTED BY THE MIX DESIGN. 5. ALL INSERTS, ANCHOR BOLTS, PLATES, AND OTHER ITEMS TO BE CAST IN THE ALL INSERTS, ANCHOR BOLTS, PLATES, AND OTHER ITEMS TO BE CAST IN THE INSERTS, ANCHOR BOLTS, PLATES, AND OTHER ITEMS TO BE CAST IN THE INSERTS, ANCHOR BOLTS, PLATES, AND OTHER ITEMS TO BE CAST IN THE ANCHOR BOLTS, PLATES, AND OTHER ITEMS TO BE CAST IN THE ANCHOR BOLTS, PLATES, AND OTHER ITEMS TO BE CAST IN THE BOLTS, PLATES, AND OTHER ITEMS TO BE CAST IN THE BOLTS, PLATES, AND OTHER ITEMS TO BE CAST IN THE PLATES, AND OTHER ITEMS TO BE CAST IN THE PLATES, AND OTHER ITEMS TO BE CAST IN THE AND OTHER ITEMS TO BE CAST IN THE AND OTHER ITEMS TO BE CAST IN THE OTHER ITEMS TO BE CAST IN THE OTHER ITEMS TO BE CAST IN THE ITEMS TO BE CAST IN THE ITEMS TO BE CAST IN THE TO BE CAST IN THE TO BE CAST IN THE BE CAST IN THE BE CAST IN THE CAST IN THE CAST IN THE IN THE IN THE THE THE CONCRETE SHALL BE HOT-DIPPED GALVANIZED UNLESS OTHERWISE NOTED. 6. REINFORCING BARS, ANCHOR BOLTS, INSERTS, AND OTHER ITEMS TO BE CAST IN REINFORCING BARS, ANCHOR BOLTS, INSERTS, AND OTHER ITEMS TO BE CAST IN BARS, ANCHOR BOLTS, INSERTS, AND OTHER ITEMS TO BE CAST IN BARS, ANCHOR BOLTS, INSERTS, AND OTHER ITEMS TO BE CAST IN ANCHOR BOLTS, INSERTS, AND OTHER ITEMS TO BE CAST IN ANCHOR BOLTS, INSERTS, AND OTHER ITEMS TO BE CAST IN BOLTS, INSERTS, AND OTHER ITEMS TO BE CAST IN BOLTS, INSERTS, AND OTHER ITEMS TO BE CAST IN INSERTS, AND OTHER ITEMS TO BE CAST IN INSERTS, AND OTHER ITEMS TO BE CAST IN AND OTHER ITEMS TO BE CAST IN AND OTHER ITEMS TO BE CAST IN OTHER ITEMS TO BE CAST IN OTHER ITEMS TO BE CAST IN ITEMS TO BE CAST IN ITEMS TO BE CAST IN TO BE CAST IN TO BE CAST IN BE CAST IN BE CAST IN CAST IN CAST IN IN IN THE CONCRETE SHALL BE SECURED IN POSITION PRIOR TO PLACEMENT OF CONCRETE SHALL BE SECURED IN POSITION PRIOR TO PLACEMENT OF CONCRETE SHALL BE SECURED IN POSITION PRIOR TO PLACEMENT OF SHALL BE SECURED IN POSITION PRIOR TO PLACEMENT OF SHALL BE SECURED IN POSITION PRIOR TO PLACEMENT OF BE SECURED IN POSITION PRIOR TO PLACEMENT OF BE SECURED IN POSITION PRIOR TO PLACEMENT OF SECURED IN POSITION PRIOR TO PLACEMENT OF SECURED IN POSITION PRIOR TO PLACEMENT OF IN POSITION PRIOR TO PLACEMENT OF IN POSITION PRIOR TO PLACEMENT OF POSITION PRIOR TO PLACEMENT OF POSITION PRIOR TO PLACEMENT OF PRIOR TO PLACEMENT OF PRIOR TO PLACEMENT OF TO PLACEMENT OF TO PLACEMENT OF PLACEMENT OF PLACEMENT OF OF OF CONCRETE. 7. THE CONTRACTOR SHALL LOCATE CONSTRUCTION JOINTS SO AS NOT TO IMPAIR THE THE CONTRACTOR SHALL LOCATE CONSTRUCTION JOINTS SO AS NOT TO IMPAIR THE CONTRACTOR SHALL LOCATE CONSTRUCTION JOINTS SO AS NOT TO IMPAIR THE CONTRACTOR SHALL LOCATE CONSTRUCTION JOINTS SO AS NOT TO IMPAIR THE SHALL LOCATE CONSTRUCTION JOINTS SO AS NOT TO IMPAIR THE SHALL LOCATE CONSTRUCTION JOINTS SO AS NOT TO IMPAIR THE LOCATE CONSTRUCTION JOINTS SO AS NOT TO IMPAIR THE LOCATE CONSTRUCTION JOINTS SO AS NOT TO IMPAIR THE CONSTRUCTION JOINTS SO AS NOT TO IMPAIR THE CONSTRUCTION JOINTS SO AS NOT TO IMPAIR THE JOINTS SO AS NOT TO IMPAIR THE JOINTS SO AS NOT TO IMPAIR THE SO AS NOT TO IMPAIR THE SO AS NOT TO IMPAIR THE AS NOT TO IMPAIR THE AS NOT TO IMPAIR THE NOT TO IMPAIR THE NOT TO IMPAIR THE TO IMPAIR THE TO IMPAIR THE IMPAIR THE IMPAIR THE THE THE STRENGTH OF THE STRUCTURE AND TO MINIMIZE SHRINKAGE STRESSES. SUBMIT OF THE STRUCTURE AND TO MINIMIZE SHRINKAGE STRESSES. SUBMIT OF THE STRUCTURE AND TO MINIMIZE SHRINKAGE STRESSES. SUBMIT THE STRUCTURE AND TO MINIMIZE SHRINKAGE STRESSES. SUBMIT THE STRUCTURE AND TO MINIMIZE SHRINKAGE STRESSES. SUBMIT STRUCTURE AND TO MINIMIZE SHRINKAGE STRESSES. SUBMIT STRUCTURE AND TO MINIMIZE SHRINKAGE STRESSES. SUBMIT AND TO MINIMIZE SHRINKAGE STRESSES. SUBMIT AND TO MINIMIZE SHRINKAGE STRESSES. SUBMIT TO MINIMIZE SHRINKAGE STRESSES. SUBMIT TO MINIMIZE SHRINKAGE STRESSES. SUBMIT MINIMIZE SHRINKAGE STRESSES. SUBMIT MINIMIZE SHRINKAGE STRESSES. SUBMIT SHRINKAGE STRESSES. SUBMIT SHRINKAGE STRESSES. SUBMIT STRESSES. SUBMIT STRESSES. SUBMIT SUBMIT SUBMIT LOCATION OF CONSTRUCTION JOINTS TO THE ENGINEER FOR APPROVAL, UNLESS OF CONSTRUCTION JOINTS TO THE ENGINEER FOR APPROVAL, UNLESS OF CONSTRUCTION JOINTS TO THE ENGINEER FOR APPROVAL, UNLESS CONSTRUCTION JOINTS TO THE ENGINEER FOR APPROVAL, UNLESS CONSTRUCTION JOINTS TO THE ENGINEER FOR APPROVAL, UNLESS JOINTS TO THE ENGINEER FOR APPROVAL, UNLESS JOINTS TO THE ENGINEER FOR APPROVAL, UNLESS TO THE ENGINEER FOR APPROVAL, UNLESS TO THE ENGINEER FOR APPROVAL, UNLESS THE ENGINEER FOR APPROVAL, UNLESS THE ENGINEER FOR APPROVAL, UNLESS ENGINEER FOR APPROVAL, UNLESS ENGINEER FOR APPROVAL, UNLESS FOR APPROVAL, UNLESS FOR APPROVAL, UNLESS APPROVAL, UNLESS APPROVAL, UNLESS UNLESS UNLESS OTHERWISE NOTED. 8. NON-SHRINK GROUT SHALL BE A PREMIXED NON-METALLIC FORMULA, CAPABLE OF NON-SHRINK GROUT SHALL BE A PREMIXED NON-METALLIC FORMULA, CAPABLE OF GROUT SHALL BE A PREMIXED NON-METALLIC FORMULA, CAPABLE OF GROUT SHALL BE A PREMIXED NON-METALLIC FORMULA, CAPABLE OF SHALL BE A PREMIXED NON-METALLIC FORMULA, CAPABLE OF SHALL BE A PREMIXED NON-METALLIC FORMULA, CAPABLE OF BE A PREMIXED NON-METALLIC FORMULA, CAPABLE OF BE A PREMIXED NON-METALLIC FORMULA, CAPABLE OF A PREMIXED NON-METALLIC FORMULA, CAPABLE OF A PREMIXED NON-METALLIC FORMULA, CAPABLE OF PREMIXED NON-METALLIC FORMULA, CAPABLE OF PREMIXED NON-METALLIC FORMULA, CAPABLE OF NON-METALLIC FORMULA, CAPABLE OF NON-METALLIC FORMULA, CAPABLE OF FORMULA, CAPABLE OF FORMULA, CAPABLE OF CAPABLE OF CAPABLE OF OF OF DEVELOPING A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI IN 1 DAY AND 5,000 A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI IN 1 DAY AND 5,000 A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI IN 1 DAY AND 5,000 MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI IN 1 DAY AND 5,000 MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI IN 1 DAY AND 5,000 COMPRESSIVE STRENGTH OF 3,000 PSI IN 1 DAY AND 5,000 COMPRESSIVE STRENGTH OF 3,000 PSI IN 1 DAY AND 5,000 STRENGTH OF 3,000 PSI IN 1 DAY AND 5,000 STRENGTH OF 3,000 PSI IN 1 DAY AND 5,000 OF 3,000 PSI IN 1 DAY AND 5,000 OF 3,000 PSI IN 1 DAY AND 5,000 3,000 PSI IN 1 DAY AND 5,000 3,000 PSI IN 1 DAY AND 5,000 PSI IN 1 DAY AND 5,000 PSI IN 1 DAY AND 5,000 IN 1 DAY AND 5,000 IN 1 DAY AND 5,000 1 DAY AND 5,000 1 DAY AND 5,000 DAY AND 5,000 DAY AND 5,000 AND 5,000 AND 5,000 5,000 5,000 PSI IN 28 DAYS. 9. CURE ALL CONCRETE IMMEDIATELY AFTER FINISHING OPERATIONS WITH CURE ALL CONCRETE IMMEDIATELY AFTER FINISHING OPERATIONS WITH ALL CONCRETE IMMEDIATELY AFTER FINISHING OPERATIONS WITH ALL CONCRETE IMMEDIATELY AFTER FINISHING OPERATIONS WITH CONCRETE IMMEDIATELY AFTER FINISHING OPERATIONS WITH CONCRETE IMMEDIATELY AFTER FINISHING OPERATIONS WITH IMMEDIATELY AFTER FINISHING OPERATIONS WITH IMMEDIATELY AFTER FINISHING OPERATIONS WITH AFTER FINISHING OPERATIONS WITH AFTER FINISHING OPERATIONS WITH FINISHING OPERATIONS WITH FINISHING OPERATIONS WITH OPERATIONS WITH OPERATIONS WITH WITH WITH CONTINUOUSLY WET BURLAP COVERED WITH IMPERVIOUS POLYETHYLENE FOR 7 DAYS WET BURLAP COVERED WITH IMPERVIOUS POLYETHYLENE FOR 7 DAYS WET BURLAP COVERED WITH IMPERVIOUS POLYETHYLENE FOR 7 DAYS BURLAP COVERED WITH IMPERVIOUS POLYETHYLENE FOR 7 DAYS BURLAP COVERED WITH IMPERVIOUS POLYETHYLENE FOR 7 DAYS COVERED WITH IMPERVIOUS POLYETHYLENE FOR 7 DAYS COVERED WITH IMPERVIOUS POLYETHYLENE FOR 7 DAYS WITH IMPERVIOUS POLYETHYLENE FOR 7 DAYS WITH IMPERVIOUS POLYETHYLENE FOR 7 DAYS IMPERVIOUS POLYETHYLENE FOR 7 DAYS IMPERVIOUS POLYETHYLENE FOR 7 DAYS POLYETHYLENE FOR 7 DAYS POLYETHYLENE FOR 7 DAYS FOR 7 DAYS FOR 7 DAYS 7 DAYS 7 DAYS DAYS DAYS MINIMUM. REINFORCING STEEL: : 1. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE DEFORMED BARS CONFORMING TO ASTM A615, GRADE DEFORMED BARS CONFORMING TO ASTM A615, GRADE BARS CONFORMING TO ASTM A615, GRADE BARS CONFORMING TO ASTM A615, GRADE CONFORMING TO ASTM A615, GRADE CONFORMING TO ASTM A615, GRADE TO ASTM A615, GRADE TO ASTM A615, GRADE ASTM A615, GRADE ASTM A615, GRADE A615, GRADE A615, GRADE GRADE GRADE 60. 2. CLEAR CONCRETE COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS, UNLESS CLEAR CONCRETE COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS, UNLESS CONCRETE COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS, UNLESS CONCRETE COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS, UNLESS COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS, UNLESS COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS, UNLESS FOR REINFORCING BARS SHALL BE AS FOLLOWS, UNLESS FOR REINFORCING BARS SHALL BE AS FOLLOWS, UNLESS REINFORCING BARS SHALL BE AS FOLLOWS, UNLESS REINFORCING BARS SHALL BE AS FOLLOWS, UNLESS BARS SHALL BE AS FOLLOWS, UNLESS BARS SHALL BE AS FOLLOWS, UNLESS SHALL BE AS FOLLOWS, UNLESS SHALL BE AS FOLLOWS, UNLESS BE AS FOLLOWS, UNLESS BE AS FOLLOWS, UNLESS AS FOLLOWS, UNLESS AS FOLLOWS, UNLESS FOLLOWS, UNLESS FOLLOWS, UNLESS UNLESS UNLESS OTHERWISE NOTED: a. CONCRETE CAST AGAINST EARTH 3” CONCRETE CAST AGAINST EARTH 3” 3” b. CONCRETE FORMED AND EXPOSED CONCRETE FORMED AND EXPOSED TO EARTH OR WEATHER 2” 2” c. CONCRETE SLABS-ON-GRADE 1-1/2” CONCRETE SLABS-ON-GRADE 1-1/2” 1-1/2” 3. REINFORCING STEEL SHALL BE SPLICED WHERE INDICATED ON PLANS. PROVIDE LAP REINFORCING STEEL SHALL BE SPLICED WHERE INDICATED ON PLANS. PROVIDE LAP STEEL SHALL BE SPLICED WHERE INDICATED ON PLANS. PROVIDE LAP STEEL SHALL BE SPLICED WHERE INDICATED ON PLANS. PROVIDE LAP SHALL BE SPLICED WHERE INDICATED ON PLANS. PROVIDE LAP SHALL BE SPLICED WHERE INDICATED ON PLANS. PROVIDE LAP BE SPLICED WHERE INDICATED ON PLANS. PROVIDE LAP BE SPLICED WHERE INDICATED ON PLANS. PROVIDE LAP SPLICED WHERE INDICATED ON PLANS. PROVIDE LAP SPLICED WHERE INDICATED ON PLANS. PROVIDE LAP WHERE INDICATED ON PLANS. PROVIDE LAP WHERE INDICATED ON PLANS. PROVIDE LAP INDICATED ON PLANS. PROVIDE LAP INDICATED ON PLANS. PROVIDE LAP ON PLANS. PROVIDE LAP ON PLANS. PROVIDE LAP PLANS. PROVIDE LAP PLANS. PROVIDE LAP PROVIDE LAP PROVIDE LAP LAP LAP SPLICE LENGTH OF 48 BAR DIAMETERS, UNLESS OTHERWISE NOTED. 4. BAR BENDS AND HOOKS SHALL BE “STANDARD HOOKS” IN ACCORDANCE WITH ACI BAR BENDS AND HOOKS SHALL BE “STANDARD HOOKS” IN ACCORDANCE WITH ACI BENDS AND HOOKS SHALL BE “STANDARD HOOKS” IN ACCORDANCE WITH ACI BENDS AND HOOKS SHALL BE “STANDARD HOOKS” IN ACCORDANCE WITH ACI AND HOOKS SHALL BE “STANDARD HOOKS” IN ACCORDANCE WITH ACI AND HOOKS SHALL BE “STANDARD HOOKS” IN ACCORDANCE WITH ACI HOOKS SHALL BE “STANDARD HOOKS” IN ACCORDANCE WITH ACI HOOKS SHALL BE “STANDARD HOOKS” IN ACCORDANCE WITH ACI SHALL BE “STANDARD HOOKS” IN ACCORDANCE WITH ACI SHALL BE “STANDARD HOOKS” IN ACCORDANCE WITH ACI BE “STANDARD HOOKS” IN ACCORDANCE WITH ACI BE “STANDARD HOOKS” IN ACCORDANCE WITH ACI “STANDARD HOOKS” IN ACCORDANCE WITH ACI STANDARD HOOKS” IN ACCORDANCE WITH ACI HOOKS” IN ACCORDANCE WITH ACI HOOKS” IN ACCORDANCE WITH ACI IN ACCORDANCE WITH ACI IN ACCORDANCE WITH ACI ACCORDANCE WITH ACI ACCORDANCE WITH ACI WITH ACI WITH ACI ACI ACI 318.

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GENERAL NOTES AND TYPICAL DETAILS

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TYPICAL SLAB-ON-GRADE DETAILS

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NOT TO SCALE

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%%USLAB EDGE

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#4 TOP AND BOTTOM

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FINISH GRADE

AutoCAD SHX Text NOTE: : SAW CUTTING SHALL OCCUR AS SOON AS CONCRETE SURFACE IS FIRM ENOUGH TO NOT BE TORN BY CUTTING BLADE AND BEFORE SHRINKAGE CRACKING OCCURS, BUT NO LATER THAN 12 HOURS AFTER CONCRETE HAS BEEN POURED

AutoCAD SHX Text 14" WIDE x 1" DEEP SAWCUT FILLED WITH ELASTOMERIC SEALANT

AutoCAD SHX Text 12" DIA x 1'-6" SMOOTH DOWEL AT CENTER OF SLAB AT 24" PROVIDE PLASTIC SLEEVE ONE SIDE ONLY

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%%UCONSTRUCTION JOINT (CJ)

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%%USAWCUT JOINT (SJ)

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CONT KEYWAY

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2-#3 CONT

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REINFORCING SEE PLAN

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REINFORCING SEE PLAN

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SLAB EDGE AT PEDESTAL

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%%URE-ENTRANT CORNER

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CLR

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JULY 2026

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AS NOTED

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WOMEN'S COMMUNITY CORRECTIONAL CENTER PROPANE GAS TANK FOUNDATION

BOLLARD DETAIL

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AutoCAD SHX Text BOLLARD NOTES: 1. STEEL PIPES SHALL CONFORM TO ASTM A53, STEEL PIPES SHALL CONFORM TO ASTM A53, PIPES SHALL CONFORM TO ASTM A53, PIPES SHALL CONFORM TO ASTM A53, SHALL CONFORM TO ASTM A53, SHALL CONFORM TO ASTM A53, CONFORM TO ASTM A53, CONFORM TO ASTM A53, TO ASTM A53, TO ASTM A53, ASTM A53, ASTM A53, A53, A53, GRADE B. 2. STEEL SHALL BE HOT-DIPPED GALVANIZED IN STEEL SHALL BE HOT-DIPPED GALVANIZED IN SHALL BE HOT-DIPPED GALVANIZED IN SHALL BE HOT-DIPPED GALVANIZED IN BE HOT-DIPPED GALVANIZED IN BE HOT-DIPPED GALVANIZED IN HOT-DIPPED GALVANIZED IN HOT-DIPPED GALVANIZED IN GALVANIZED IN GALVANIZED IN IN IN ACCORDANCE WITH ASTM A123 AND EXPOSED WITH ASTM A123 AND EXPOSED WITH ASTM A123 AND EXPOSED ASTM A123 AND EXPOSED ASTM A123 AND EXPOSED A123 AND EXPOSED A123 AND EXPOSED AND EXPOSED AND EXPOSED EXPOSED EXPOSED STEEL SURFACES SHALL BE SHOP PAINTED SURFACES SHALL BE SHOP PAINTED SURFACES SHALL BE SHOP PAINTED SHALL BE SHOP PAINTED SHALL BE SHOP PAINTED BE SHOP PAINTED BE SHOP PAINTED SHOP PAINTED SHOP PAINTED PAINTED PAINTED OSHA SAFETY YELLOW AFTER FABRICATION. 3. COATING MANUFACTURER'S RECOMMENDATIONS COATING MANUFACTURER'S RECOMMENDATIONS MANUFACTURER'S RECOMMENDATIONS MANUFACTURER'S RECOMMENDATIONS RECOMMENDATIONS RECOMMENDATIONS SHALL BE FOLLOWED FOR CLEANING, SURFACE BE FOLLOWED FOR CLEANING, SURFACE BE FOLLOWED FOR CLEANING, SURFACE FOLLOWED FOR CLEANING, SURFACE FOLLOWED FOR CLEANING, SURFACE FOR CLEANING, SURFACE FOR CLEANING, SURFACE CLEANING, SURFACE CLEANING, SURFACE SURFACE SURFACE PREPARATION, AND COATING OF STEEL AND COATING OF STEEL AND COATING OF STEEL COATING OF STEEL COATING OF STEEL OF STEEL OF STEEL STEEL STEEL SURFACES TO BE PAINTED. 4. CLEAN STEEL SURFACES TO BE COATED WITH CLEAN STEEL SURFACES TO BE COATED WITH STEEL SURFACES TO BE COATED WITH STEEL SURFACES TO BE COATED WITH SURFACES TO BE COATED WITH SURFACES TO BE COATED WITH TO BE COATED WITH TO BE COATED WITH BE COATED WITH BE COATED WITH COATED WITH COATED WITH WITH WITH PPG DURAPREP 88 WATER-BASED CLEANER, DURAPREP 88 WATER-BASED CLEANER, DURAPREP 88 WATER-BASED CLEANER, 88 WATER-BASED CLEANER, 88 WATER-BASED CLEANER, WATER-BASED CLEANER, WATER-BASED CLEANER, CLEANER, CLEANER, AS MANUFACTURED BY PPG PROTECTIVE AND MANUFACTURED BY PPG PROTECTIVE AND MANUFACTURED BY PPG PROTECTIVE AND BY PPG PROTECTIVE AND BY PPG PROTECTIVE AND PPG PROTECTIVE AND PPG PROTECTIVE AND PROTECTIVE AND PROTECTIVE AND AND AND MARINE COATINGS, OR APPROVED SUBSTITUTE, COATINGS, OR APPROVED SUBSTITUTE, COATINGS, OR APPROVED SUBSTITUTE, OR APPROVED SUBSTITUTE, OR APPROVED SUBSTITUTE, APPROVED SUBSTITUTE, APPROVED SUBSTITUTE, SUBSTITUTE, SUBSTITUTE, FOLLOWED BY THOROUGH WATER RINSING. 5. APPLY ONE COAT OF PPG AMERLOCK 400 APPLY ONE COAT OF PPG AMERLOCK 400 ONE COAT OF PPG AMERLOCK 400 ONE COAT OF PPG AMERLOCK 400 COAT OF PPG AMERLOCK 400 COAT OF PPG AMERLOCK 400 OF PPG AMERLOCK 400 OF PPG AMERLOCK 400 PPG AMERLOCK 400 PPG AMERLOCK 400 AMERLOCK 400 AMERLOCK 400 400 400 HIGH SOLIDS EPOXY COATING (PRIME COAT), SOLIDS EPOXY COATING (PRIME COAT), SOLIDS EPOXY COATING (PRIME COAT), EPOXY COATING (PRIME COAT), EPOXY COATING (PRIME COAT), COATING (PRIME COAT), COATING (PRIME COAT), (PRIME COAT), (PRIME COAT), COAT), COAT), AS MANUFACTURED BY PPG PROTECTIVE AND MANUFACTURED BY PPG PROTECTIVE AND MANUFACTURED BY PPG PROTECTIVE AND BY PPG PROTECTIVE AND BY PPG PROTECTIVE AND PPG PROTECTIVE AND PPG PROTECTIVE AND PROTECTIVE AND PROTECTIVE AND AND AND MARINE COATINGS, OR APPROVED SUBSTITUTE, COATINGS, OR APPROVED SUBSTITUTE, COATINGS, OR APPROVED SUBSTITUTE, OR APPROVED SUBSTITUTE, OR APPROVED SUBSTITUTE, APPROVED SUBSTITUTE, APPROVED SUBSTITUTE, SUBSTITUTE, SUBSTITUTE, AT A DRY FILM THICKNESS OF 4 TO 8 MILS. 6. APPLY ONE COAT OF PPG PITTHANE ULTRA APPLY ONE COAT OF PPG PITTHANE ULTRA ONE COAT OF PPG PITTHANE ULTRA ONE COAT OF PPG PITTHANE ULTRA COAT OF PPG PITTHANE ULTRA COAT OF PPG PITTHANE ULTRA OF PPG PITTHANE ULTRA OF PPG PITTHANE ULTRA PPG PITTHANE ULTRA PPG PITTHANE ULTRA PITTHANE ULTRA PITTHANE ULTRA ULTRA ULTRA GLOSS ACRYLIC ALIPHATIC URETHANE TOP ACRYLIC ALIPHATIC URETHANE TOP ACRYLIC ALIPHATIC URETHANE TOP ALIPHATIC URETHANE TOP ALIPHATIC URETHANE TOP URETHANE TOP URETHANE TOP TOP TOP COAT, AS MANUFACTURED BY PPG AS MANUFACTURED BY PPG AS MANUFACTURED BY PPG MANUFACTURED BY PPG MANUFACTURED BY PPG BY PPG BY PPG PPG PPG PROTECTIVE AND MARINE COATINGS, OR AND MARINE COATINGS, OR AND MARINE COATINGS, OR MARINE COATINGS, OR MARINE COATINGS, OR COATINGS, OR COATINGS, OR OR OR APPROVED SUBSTITUTE, AT A DRY FILM SUBSTITUTE, AT A DRY FILM SUBSTITUTE, AT A DRY FILM AT A DRY FILM AT A DRY FILM A DRY FILM A DRY FILM DRY FILM DRY FILM FILM FILM THICKNESS OF 2 TO 3 MILS.

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GALVANIZED STRUCTURAL STEEL PIPE 4" DIA. X-STRONG FILLED WITH CONCRETE

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CONCRETE DOME

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ELEVATION

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FINISH GRADE

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SECTION

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STEEL PIPE

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#3 AT 8"

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SECTION

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SCALE: 3/4" = 1'-0"

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VARIES

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(12" MAX)

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4-#4 TOP AND BOTTOM

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#4 TOP AND BOTTOM AT 9" MAX

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FIRM, UNDISTURBED SOIL OR PROPERLY COMPACTED STRUCTURAL FILL

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CONCRETE SLAB-ON-GRADE

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VERTICAL REINFORCING, SEE STEM WALL SECTION

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HORIZONTAL REINFORCING, SEE STEM WALL SECTION

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TANK SADDLE STEM WALL FOOTING

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TANK SADDLE

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APPROX. BOTTOM OF LPG TANK

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SECTION

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SCALE: 3/4" = 1'-0"

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AutoCAD SHX Text 4'-4"

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#4 HORIZONTAL AT 12" MAX, EACH FACE

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5-#4 VERTICAL, EACH FACE

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1 " MAX NON-SHRINK 12" MAX NON-SHRINK GROUT

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ANCHOR BOLTS, VERIFY ANCHOR BOLT REQUIREMENTS WITH CONTRACTING OFFICER

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#4 AT EACH VERTICAL BAR

AutoCAD SHX Text 1'-6"

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#4 AT EACH HORIZONTAL AT EACH END OF STEM WALL

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PLAN

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TANK FOUNDATION PLAN, SECTIONS AND DETAIL

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TANK FOUNDATION PLAN

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SCALE: 1/8" = 1'-0"

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AutoCAD SHX Text 7'-6"

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AutoCAD SHX Text 7'-6"

AutoCAD SHX Text 6'-11"

AutoCAD SHX Text 8'-1"

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(VERIFY WITH EXISTING TANK)

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VERIFY

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SJ

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SJ

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SJ

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SJ

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ANCHOR BOLTS STEM WALL FOOTING, TYP

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TANK STEM WALL, TYP

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ANCHOR BOLTS

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CONCRETE STEM WALL, SEE SECTION 3/S-2, TYP

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CONCRETE FOOTING BELOW, TYP

AutoCAD SHX Text FOUNDATION NOTES: : 1. SEE GENERAL NOTES SHEET S-1 FOR SUBGRADE SEE GENERAL NOTES SHEET S-1 FOR SUBGRADE PREPARATION. 2. 4" CONCRETE SLAB-ON-GRADE WITH #3 AT 15" EACH 4" CONCRETE SLAB-ON-GRADE WITH #3 AT 15" EACH WAY AT MID-DEPTH OF SLAB OVER 4" BASE COURSE. PROVIDE A BROOM FINISH. 3. THICKNESS OF SLAB-ON-GRADE SPECIFIED IS A MINIMUM THICKNESS OF SLAB-ON-GRADE SPECIFIED IS A MINIMUM AND SHALL BE MAINTAINED AT ALL SLOPED AREAS. 4. BOTTOM OF FOOTING ELEVATIONS SHALL BE -2.00.BOTTOM OF FOOTING ELEVATIONS SHALL BE -2.00.

AutoCAD SHX Text FOUNDATION LEGEND: : INDICATES CONCRETE SLAB-ON-GRADE SJ INDICATES SLAB JOINT TYPE, SEE TYPICAL INDICATES SLAB JOINT TYPE, SEE TYPICAL SLAB-ON-GRADE DETAILS 2/S-1

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TYP

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BOLLARDS AT 3'-0" ON CENTER, ALL AROUND, SEE TYPICAL BOLLARD DETAIL 4/S-2

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2% SLOPE

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2% SLOPE

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ELEV = 0.00

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AutoCAD SHX Text Date

AutoCAD SHX Text Sheet No.

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JULY 2026

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AS NOTED

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AutoCAD SHX Text Sheet of

WOMEN'S COMMUNITY CORRECTIONAL CENTER PROPANE GAS TANK FOUNDATION