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TANK HOLD DOWN CALCULATION VICINITY MAP GENERAL CONDITIONS CONTACTS SHEET INDEX
<br /> oTe. wnr€R LINE COORDINATION AIR POLLUTION CONTROL DISTRICT
<br /> EXE D I S0WR CCN R, AS T TIAT
<br /> T!5 VJ,� IS UININT E BY NOWT OF
<br /> ru+e Tm EamrMwr. 1 COORDINATE THE WORK: DO NOT DELEGATE THE RESPONSIBILITY FOR Pi COVER SHEET AND NOTES
<br /> - - _ - - - _ - _ COORDINATION TO ANY SUBCONTRACTOR, FABRICATOR OR SUPPLIER. P2 SITE PIAN,TANK REMOVAL, &
<br /> CONCRETE SLAB 2 RESOLVE DIFFERENCES OR DISPUTES CONCERNING COORDINATION, INSTALLATION NOTES
<br /> SUMP w ' INTERFERENCE, OR EXTENT OF WORK. P3 TANK SECTION/SLAB PLAN
<br /> 3 USE LARGE-SCALE LAYOUT DRAWINGS OF OTHER AFFECTED WORK, TO P4 TANK AND PIPING DETAILS
<br /> / CHECK, COORDINATE, AND INTEGRATE THE WORK TO PREVENT P5 MISCELLANEOUS DETAILS
<br /> Y INTERFERENCES.
<br /> '
<br /> P6 TANK ORIENTATION/FITTING LAYOUT
<br /> INVOLVES> H 4 OA TWORKTE PERFORMEDOFEDHIS EXECUTION OF
<br /> OTHERS AS IT PERMIT P7 TYPICAL TLS-350 INSTALLATION
<br /> `�1 5 COORDINATE DELIVERY AND STORAGE OF SBC FURNISHED EQUIPMENT BUILDING DEPARTMENT P8 PROJECT CLOSE OUT CHECK SHEET
<br /> AND FUEL FOR TESTING.
<br /> L - - - - - - - - - - - CUTTING AND PATCHING
<br /> L FL A 1 PATCHING SHALL SUCCESSFULLY DUPLICATE UNDISTURBED ADJACENT
<br /> X (FT) FINISHES, COLORS, TEXTURES AND PROFILES.
<br /> * PLAN SECTION A-A 12" X 12" CONC. 2 COMPLY WITH LOCAL ORDINANCES AND THE REQUIREMENTS OF CCR TITLE
<br /> DFADMAN, MINIMUM 8, INDUSTRIAL SAFETY ORDERS AND CAL OSHA REGULATIONS. DO NOT
<br /> CYLINDRICAL SHELL LIN. FT CUT OR ALTER STRUCTURAL MEMBERS ITHOUT PRIOR WRITTEN APPROVAL
<br /> I. ASSUMPTIONS OF SBC.
<br /> (TO BE USED WHEN DEPTH OF WATER TABLE IS UNKNOWN OR FLUCTUATES. IF "D"/"d" FACTOR "A" PERMIT
<br /> WATER TABLE DEPTH Is KNOWN RECALCULATE as REQUIRED.) OF WT. OF 3 PERFORM CUTTING, ASSOCIATED STRUCTURAL REINFORCING AND PATCHING IN ENVIRONMENTAL HEALTH DEPARTMENT
<br /> NOTE: VESSEL WATER A MANNER TO PREVENT DAMAGE TO OTHER WORK AND TO PROVIDE PROPER
<br /> 1. VERnCAL SOIL RUPTURE SURFACE IF MORE THAN ONE SIZE TANK OR in. Ib. SURFACES FOR THE INSTALLATION OF MATERIALS, EQUIPMENT AND REPAIRS.
<br /> 2. NEGLECT FRICTION FORCE ALONG RUPTURE SURFACE. TYPE OF TANK IS USED ATTACHPERFORM DEMOLITION WORK IN SUCH MANNER AS TO PREVENT DAMAGE TO
<br /> 3. WATER TABLE AT UNDERSIDE OF SLAB. ADDITIONAL CALCULATION SHEETS. 1.00 49 EXISTING FACILITIES TO REMAIN OR TO BE SALVAGED, AND TO PREVENT
<br /> 4. WEIGHT of SUBMERGED PEA GRAVEL - 57.6p / CU. FT. 1.16 67 INJURY TO PUBLIC AND WORKERS ENGAGED ON SITE UNDER THIS OR OTHER
<br /> 5. WEIGHT OF CONCRETE = 150# / CU. FT, 1.33 87 CONTRACTS. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO ACCUMULATE
<br /> 6. WHERE MORE THAN ONE SUMP IS USED ASSUME THAT THE VOID IS OVER 1.50 110 ON SITE, HAZARDOUS WORK SHALL NOT BE LEFT STANDING OR HANGING
<br /> COME BY THE WEIGHT OF TANK TOP EQUIPMENT. 1.66 136
<br /> OVERNIGHT OR WEEKENDS.
<br /> 7. SAFETY FACTOR = 1.25. 1.83 165
<br /> 2.00 196 4 WHEREVER CUTTING AND REMOVAL OF PORTIONS OF EXISTING WORK IS
<br /> 2.16 230 INDICATED, SUCH WORK SHALL BE SAWN IN A MANNER THAT WILL PRODUCE
<br /> I. BUOYANCY CALcuLAnON 2.33 267 NEAT AND STRAIGHT LINES, PARALLEL TO ADJACENT SURFACES OR PLUMB
<br /> b. DETERMINE TANK DIAMETER D = FT.)
<br /> X 2.50 306 FOR VERTICAL SURFACES. GRIND SMOOTH RESULTING EDGES OF CONCRETE PERMIT })
<br /> b. FIND FACTOR °A" FROM CHART A = LBS. /FT.) X 2.66 349 SLABS OR WALKS.
<br /> C. CALCULATE TANK UPLIFT U = A x L (LBS.) X 2.83 394 FIRE DISTRICT
<br /> d. DETERMINE MANWAY DIAMETER d = (FT.) X 3.00 441 5 NEATLY REMOVE EXISTING FINISH MATERIALS BACK TO CLEAN STRAIGHT LINE 7
<br /> e. FIND FACTOR "A" FROM CHART A = (LBS. /FT.) X 3.16 492 ON NEAREST SUPPORT IN ORDER TO FACILITATE INSTALLATION OF NEW
<br /> U CALCULATE MANWAY UPLIFT UI = A x (J-E) (LBS.) X 3.33 545 MATERIALS, PATCHES OR REPAIRS. EXECUTE CUTTING AND DEMOLITION BY
<br /> q. CALCULATE GROSS UPLIFT U + UI = (LBS.) X 3.50 4.00 784 01 METHODS WHICH WILL PREVENT DAMAGE TO OTHER WORK AND WHICH WILL
<br /> PROVIDE PROPER SURFACES TO RECEIVE INSTALLATION OF REPAIRS AND NEW
<br /> CALCULATE HOLD DOWN FORCE 4.50 993 WORK.
<br /> III. NOTE: 5.00 1226
<br /> 0. WEIGHT OF EMPTY TANK (MFG'S DATA) = S(LBS.)) X 1. HOLD DOWNS ARE REQUIRED EVEN 5.50 1483 6 KEEP AREAWAYS, WALKS, CORRIDORS AND STREETS FREE OF DIRT AND
<br /> b. WEIGHT OF GONG. SLAB (X) (Y) (E) (150) _ (LBS.) IF SAFETY FACTOR WITHOUT HOLD 600 2775 RUBBISH.
<br /> a WEIGHT OF BACKFILL (L) (D) (J-E) 57.6) = LBS. X DOWNS IS GREATER THAN 1.25.
<br /> (( 7.00 2402 7 REPAIR OR REPLACE IMPROVEMENTS DAMAGED AS A RESULT OF THIS WORK
<br /> J. WEIGHT OF BACKFILL AROUND TANK (D 2/2) (215) (L) (57.6) LBS. X
<br /> TOTAL HOIDDOWN FORCE WITHOUT HOLD DOWNS = LBS. X 2. IF SAFETY FACTOR IS > 1.25 QK 7.50 2753 AT NO ADDITIONAL EXPENSE TO SBC. PERMIT
<br /> ( ) WITH HOLDDOwNS 8.00 3138 })
<br /> 8.50 3542 8 PROVIDE WATER DAMS AND OTHER CONTAINMENT PROCEDURES, AS
<br /> HOLD DOWN FORCES X _ 9.00 3971
<br /> SAFETY FACTOR= GROSS UPUFT = X - WITHOUT Hp.000WN$ 9.50 4425 NECESSARY, FOR CONTROLLING WATER USED FOR CONCRETE SAW CUTTING.
<br /> 10.00 4903
<br /> e. WEIGHT OF DEADMAN (1) (I) (L) (150-62.4) (2) _ (L85.) 10.50 5405
<br /> t. WEIGHT OF SOIL ABOVE DEADMAN (Z-E) (L) (57.6) (2) _ (LBS.) _.. 11.00 5932
<br /> TOTAL HOLDDOWN FORCE WITH HOLD DOWNS = (LBS.) X 11.50 6484
<br /> 12.00 7060
<br /> SAFETY FACTOR= HOLD DOWN FORCES WITH DEADMAN = % _ (y FACTOR ,MIH HIGROSS UPLIFT %
<br /> ENVIRONMENTAL CONSULTANT- SCOPE OF WORK GENERAL NOTES GENERAL NOTES SCOPE OF WORK SUMMARY
<br /> TO BE FILLED OUT BY LOCAL ENGINEER
<br /> 1. CONTRACTOR TO FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY FOR THE
<br /> SATISFACTORY COMPLETION OF ALL WORK CALLED FOR OR REQUIRED BY THE DRAWINGS AND
<br /> THE FOLLOWING SCOPE OF WORK WILL BE PERFORMED BY THE ENVIRONMENTAL CONSULTANT UNDER A SPECIFICATIONS. 19. ABOVE GROUND FUEL PIPING SHALL BE SECONDARILY CONTAINED AND MONITORED IF ANY OF THE
<br /> SEPARATE CONTRACT WITH SBC. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT APPLICABLE UNIFORM BUILDING FOLLOWING CONDITIONS EXIST:
<br /> CODE, UNIFORM FIRE CO)DE, NATIONAL ELECTRICAL CODE, CALIFORNIA UNDERGROUND STORAGE TANK
<br /> i. ATTEND (1) METHODS OF PROCEDURE MEETING AT THE SITE PRIOR TO CONSTRUCTION. REGULATIONS, CAL-OSHA CONSTRUCTION SAFETY ORDERS AND ANY OTHER APPLICABLE STATE, CITY, OR A) PIPING RUNS INSIDE IMPORTANT EQUIPMENT ROOMS, SUCH AS SWITCHING
<br /> COUNTY ORDINANCES. EQUIPMENT, CABLE VAULTS, ETC.
<br /> 2. TRIPLE RINSE, TRANSPORT, AND DISPOSE OF FUEL STORAGE TANKS IN QUANTITIES SHOWN ON DRAWINGS. 3• CONTRACTOR SHALL PRO)TECT ALL EXISTING FACILITIES TO REMAIN UNLESS NOTED OTHERWISE. CONTRACTOR B) PRESSURIZED FUEL PIPING RUNS
<br /> SHALL REPAIR OR REPLACE ANY EXISTING FACILITIES WHICH ARE DAMAGED BY THE CONTRACTOR'S C) ENVIRONMENTALLY SENSITIVE AREAS (NEAR STORM DRAIN INLETS, SCHOOLS, ETC.)
<br /> 3. COLLECT REQUIRED NUMBER OF SOIL AND/OR GROUND WATER SAMPLES FROM BENEATH TANK, AND REQUIRED OPERATIONS TO THE SATISFACTION OF THE SBC ENVIRONMENTAL MANAGEMENT (SBC).
<br /> SAMPLES EVERY 15' FROM PIPING TRENCHES AND ANALYZE WITH ON-SITE MOBILE LABORATORY FOR 4. THE EXISTENCE OF UNDERGROUND UTILITIES IS UNKNOWN. R SHALL BE THE CONTRACTORS RESPONSIBILITY
<br /> CONSTITUENTS REQUIRED BY THE LOCAL GOVERNING AGENCIES. A HARD COPY OF THE ANALYTICAL RESULTS TO DETERMINE THE EXACT LOCATION(S) AND/OR EXISTENCE OF ALL UNDER-GROUND UTILITIES IN WORK 20.THE CONTRACTOR IS TO COMPLY WITH ALL DUST CONTROL REQUIREMENTS AS SET FORTH BY THE FACILITY ISSUE DATE# 00-00-00
<br /> SHALL BE SUBMITTED TO THE LOCAL AGENCY WITHIN TWENTY-FOUR HOURS OF SAMPLE COLLECTION. SUPERVISOR AREA. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FOR FIELD PENETRATIONS RINSIDE HIS DTHE GNFACILITY BUILDING,ATED IANC UHDING SCREW HOLES EN DRILLING, ILORC CONDUIT SUPPORTS, ETC.WISE MAKING LAS AES OR DRWG# CLLC##-##-YRMO
<br /> 4. TRANSPORT AND DISPOSE OF RINSATE. MARKING OF UTILITY LOCATIONS. MINIMUM EFFORT, THE CONTRACTOR WILL CONTAIN AND COLLECT ALL DUST BY MEANS OF PLASTIC SHEET SHT Al, ML, SI fifft
<br /> 5. CONTRACTOR SHALL APPLY AND PAY FOR ALL PERMITS REQUIRED FOR THE COMPLETION OF THIS PROJECT. ISOLATION OF THE WORK AREA AND VACUUMING THE DUST AS IT OCCURS.
<br /> 5. TRANSPORT AND DISPOSE OF FUEL PIPING IN QUANTITIES SHOWN ON DRAWINGS. CONTRACTOR TO SUPPLY' CERTIFICATE OF INSURANCE, CITY BUSINESS LICENSE, EVIDENCE OF CONTRACTORS ISSUE
<br /> ppDATE#g 00gq-00-00
<br /> LICENSE AND ANY OTHER INFORMATION WHICH THE PERMITTING AGENCY REQUIRES FROM CONTRACTORS. 21,NO WORK IS TO BE PERFORMED OVER THE SWITCH EQUIPMENT WITHOUT MOP (METHOD OF PROCEDURES). # ##-84
<br /> 6. COMPILE CLOSURE REPORT AS REQUIRED BY ENVIRONMENTAL MANAGER AND SEND COPIES TO LOCAL AGENCIES 6. GENERAL CONTRACTOR SHALL NOTIFY THE ENGINEER PROMPTLY IF SITE CONDITIONS OR DIMENSIONS DRWG Al, Ml -##
<br /> AND SBC. DISAGREE WITH INFORMATION SHOWN ON THESE DRAWINGS. WORK IS NOT TO PROCEED UNTIL SUCH SHT , MI, SL
<br /> 7. IF APPLICABLE, HAUL AND DISPOSE OF CONTAMINATED SOIL OR GROUNDWATER AS DIRECTED BY SEC DIFFERENCES ARE RESOLVED. REVISIONS / AUTHORIZATIONS
<br /> REPRESENTATIVE. 7. CONTRACTOR SHALL COORDINATE WITH THE ENVIRONMENTAL CONSULTANT AND SBC FOR DISPOSAL OF TANK,
<br /> PIPING AND RELATED EQUIPMENT AND THE TESTING FOR CONTAMINATION. MOM / Aun1a�A710N5 DATE8. CONTRACTOR TO PULL TANK AND LOAD ONTO TRUCK IN ACCORDANCE WITH LOCAL REQUIREMENTS. gy
<br /> 9• SBC ENVIRONMENTAL CONSULTANT SHALL BE RESPONSIBLE FOR ALL SOIL/GROUNDWATER SAMPLING AND
<br /> ANALYSIS, ENVIRONMENTAL CONSULTANT SHALL TRANSPORT AND DISPOSE OF TANK, PIPING AND ANY
<br /> CONTAMINATED SOIL AND GROUNDWATER. CONTRACTOR SHALL DISPOSE OF CLEAN SOIL, CONCRETE DEBRIS
<br /> AND MISCELLANEOUS EQUIPMENT,
<br /> 10. CONTRACTOR SHALL PROVIDE A DETAILED METHOD OF PROCEDURE (M.O.P.) TO SBC FOR APPROVAL PRIOR
<br /> TO START OF CONSTRUCTION. UPDATED 08/17/00
<br /> CONTACT INFORMATION: 11. CONTRACTOR SHALL SUPPLY SBC WITH A DETAILED WORK SCHEDULE AND UPDATE PROGRESS AND/OR
<br /> SYDNEY RTC CIT HIGHWAY
<br /> PROPRIETARY SBC INFORMATION
<br /> CHANGES ON A WEEKLY BASIS.
<br /> 4005 PORT CHICAGO HIGHWAY N T FQR ei'4 {�R ., �$ O I C U&E O IDE QF S
<br /> CONCORD, CA 94520 12. CONTRACTOR SHALL PROVIDE THREE SETS OF SUBMITTALS ON ALL EQUIPMENT TO THE ENGINEER PRIOR TO E RONMtfV 1At. MNVAGt.MENT UNUM tXEMYiIONS JET MIRTH IN
<br /> START OF CONSTRUCTION. THE CALIFORNIA PUBLIC RECORDS ACT, THIS INFORMATION MAY
<br /> (925) 288-2119 PHONE13. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING THREE COMPLETE SETS OF OPERATION, MAINTENANCE ONLY BE USED BY AUTHORIZED PERSONNEL OF THE LOCAL
<br /> (925) 827-2029 FAX $ 7�o
<br /> AND TEST DATA, WHICH SHALL INCLUDE: GOVERNMENT Ahl AGENCY IN CNS FOROBUIINDINGSPCONS¶TORUCTION,
<br /> (925) 988-5386 PAGER A) ALL MANUFACTURER'S LITERATURE, SUBMITTAL DATA COPIES, INSTALLATION, OR � � ES.
<br /> 24 HOUR EMERGENCY HOTLINE - FOR AFTER-HOURS EMERGENCIES ONLY - (800) 537-9540 OPERATION AND MAINTENANCE DATA ON ALL EQUIPMENT AND DEVICES INSTALLED. DRAWINGS PREPARED FOR
<br /> THIS IS TO INCLUDE TANKS, SENSORS, WELLS; PIPING, PUMPS, DOUBLE
<br /> SCOPE CONTAINMENT SYSTEM, SUMPS, AND ALL OTHER INSTALLED ACCESSORIES, ENVIRONMENTAL MANAGEMENT
<br /> 1. TRIPLE RINSING OF TANK(S) AND TRANSPORT AND DISPOSE OF RINSATE. B) ALL TEST RESULTS INCLUDING BUT NOT LIMITED TO PRESSURE AND/OR LEAK TESTING.
<br /> 2. TRANSPORT AND DISPOSAL FOR TANK(S) IN QUANTITIES SHOWN ON DRAWINGS. PACIFIC REGION
<br /> 3. TRANSPORT AND DISPOSAL FOR PIPING/ DISPENSERS QUANTITIES SHOWN ON DRAWINGS. C) ALL PERMITS, COPIES OF SIGNED-OFF PERMITS FROM ALL AGENCIES INVOLVED.
<br /> 4. COLLECTION AND ANALYSIS OF SOIL AND/ OR GROUNDWATER SAMPLES. D) COPY OF CORRESPONDENCE WITH VARIOUS AGENCIES CONCERNING THIS PROJECT. PROA0 TME:
<br /> 5. DIRECTION OF OVEREXCAVATION, AS REQUIRED.
<br /> 6 PETROLEUM IMPACTED EXCAVATION DEWATERING AND WATER TRANSPORT AND DISPOSAL, AS REQUIRED. E) ALL DOCUMENTS AND DATA SHALL BE INSTALLED IN A RING BINDER AND EACH
<br /> z 7. PETROLEUM IMPACTED SOIL DISPOSAL SECTION APPROPRIATELY IDENTIFIED. OUTSIDE COVER SHALL CLEARLY IDENTIFY
<br /> 0 8. COMPLETE CLOSURE REPORTING AS REQUIRED BY OVERSIGHT AGENCY AND EM, DISTRIBUTE COPIES TO JOB LOCATION AND DATE. STREET ADDRESS
<br /> APPROPRIATE PARTIES.
<br /> F) AS-BUILT DRAWINGS CITY AND STATE
<br /> CONTRACTOR REQUIREMENTS: 14. STOCKPILE OF DIRT SHALL BE COVERED COMPLETELY WITH PLASTIC TARP. ANCHOR AND SECURE
<br /> 1. CONTRACTOR MUST NOTIFY ENVIRONMENTAL CONSULTANT AT LEAST 48 HOURS IN ADVANCE TO PLASTIC TARP FIRMLY TO PROTECT FROM THE ELEMENTS.
<br /> SCHEDULE ACTIVITIES. 15. ALL ELECTRICAL WORK TO BE DONE IN COMPLIANCE WITH CHAPTER 5, ARTICLES 500-50 AND 514 SHEET TOLE
<br /> 2. CONTRACTOR MUST PROVIDE A COPY OF THE REMOVAL PERMIT, TANK INSTALL PERMIT (AS APPLICABLE), OF THE NATIONAL ELECTRIC CODE. SEAL ALL CONDUITS AS REQUIRED UNDER THE CODE.
<br /> a STATE OF CALIFORNIA FORMS A AND 8 (FOR EACH TANK) (AS APPLICABLE) TO ENVIRONMENTAL 16. NO GALVANIZED PIPE OR FITTINGS FOR DIESEL SERVICE WILL BE ALLOWED. EMERGENCY GENERATOR SUCTION SYSTEM
<br /> CONSULTANT AT TIME OF TANK REMOVAL. COVER SHEET AND NOTES
<br /> 3. CONTRACTOR MUST ADVISE CONSULTANT OF THE MOP OR FORWARD INFORMATION REGARDING ANY 17. ALL CONDUIT SHALL BE PVC COATED PER P-2, RIGID TYPE WITH THREADED CONNECTORS AND BE
<br /> ACCESS CONSTRAINTS FOR TRUCKS, CONTRACTOR SHOULD BE ADVISED OF TIME AND LOCATION CHOSEN FOR WRAPPED FOR CORROSION PROTECTION TO A POINT ABOVE GROUND LEVEL. NO DIE CAST, PVC, OR WIMNTE/ ROUIINE ORDER
<br /> MOP MEETING AT LEAST ONE A WEEK PRIOR TO ITS SCHEDULED TIME. PLASTIC ELECTRICAL CONDUIT OR FITTINGS SHALL BE USED. USE ONLY STEEL CONDUIT FITTINGS. DATE: DATE Sone 1
<br /> 18. NEW TANKS AND PIPING TO BE TESTED IN ACCORDANCE WITH APPLICABLE REGULATIONS AND DRAWN BY: CHECKED BY:
<br /> SBC A nIHORPAION:
<br /> SPECIFICATIONS. �� 1� �. OF: B SHEETS SHEEFT]NO.
<br /> 1137 N. Mc OW L BLVD PPEETA UMA, CCA�949�(07) 7765-L1650 r I
<br /> Oto@ 1Na JOHN W. JOHNSON, ARCHITECT JAMES H. RAY, CIVIL ENGINEER
<br />
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