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<br /> CSENERAL NOTES Cofifiroth
<br /> PIPING 3" ENVIROFLEX & ENVIROFLEX FITTINGS
<br /> 1. CONTRACTOR EMPLOYEES TO HAVE COMPLETED 40 HOURS OSHA TRAINING SECONDARY - - - - - - -
<br /> COURSE PRIOR TO THE START OF WORK. (CERTIFICATE REQUIRED) PRODUCT
<br /> 2. CONTRACTOR EMPLOYEES TO HAVE COMPLETED SMITH FIBERGLASS RED THREAD -
<br /> I r(� _ 1 I
<br /> IIA TRAINING (CERTIFICATE REQUIRED). CONTRACTOR SHALL COMPLETE THE NOTE: PERSONS INSTALLING PIPING MUST BE CERTIFIED AS HAVING BEEN r 1,
<br /> "FIBERGLASS PIPING SYSTEMS INSTALLATION CHECKLIST FOR UNDERGROUND TRAINED. BY SMITH FIBERGLASS & ENVIROFLEX (TOTAL CONTAINMENT INC.) Associates��®�I�t��
<br /> PETROLEUM PIPES" AND SHALL FURNISH TO SUTTON & ASSOCIATES INC. - - -
<br /> 3. CONTRACTOR TO HAVE BEEN TRAINED BY FLUID CONTAINMENT TANK IN TANK STEEL PIPING: ALL PIPING OTHER THAN FIBERGLASS & ETHREADLEX TO ' 49'-0' I' 0' MIN
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<br /> INSTALLATION (GOINS ENVIRONMENTAL WILL VERIFY WITH FLUID CONTAIN- DE BLACK ISDN (GALVANIZED PIPE IS NOT ALLOWED). PIPE THREAD
<br /> COMPOUND IS TO BE RECTOR SEAL NO. 7. ALL STEEL PIPE BELOW GRADE IS
<br /> MENT) CONTRACTOR WELL COMPLETE THE TANK INSTALLATION CHECKLIST TO DE DOUBLE WRAPPED WITH !0 MIL. PVC TAPE. ALL TANK RISERS T❑ BE L_ Architects &
<br /> (SUPPLIED TO CONTRACTOR BY FLUID CONTAINMENT DURING TANK DELIVERY)
<br /> AND SHALL FURNISH TO SUTTON & ASSOCIATES INC. FIBERGLASS COATED THE FIRST 6" BEGINNING Al THE TANK TDP.
<br /> -I - - Planners
<br /> 4. CONTRACTOR TO DEVELOP A SPECIFIC SITE SAFETY PLAN FOR TANK INSTALL- 12. INSTALL NEW VENT RISERS AS SHOWN ON SITE PLAN, INSTALL SWING
<br /> ATION PRIOR TO THE START OF WORK. CONTRACTOR WILL CONDUCT WEEKLY JOINTS AT BOTTOM OF VENT RISERS. I 9
<br /> JOB SITE SAFETY MEETINGS WITH IT'S EMPLOYEES AND THE MEETING MINUTESm o w 2115 J STREET, SUITE 213
<br /> WILL BE SUPPLIED TO SUTTON & ASSOCIATES INC. 13. PIPING SYSTEMS SHALL BE TESTED: I L -I -� n�--) I z SACRAMENTO, CA. 95816
<br /> 5. CONTRACTOR SHALL HAVE THE FOLLOWING LICENSES: A. 2" - 50 PSI AND APPLY SOAP SOLUTION. I I ¢. s� l I PHONE: (916) 443-2560
<br /> A. GENERAL ENGINEERING "A„ B. 3" - 40 PSI AND APPLY SOAP SOLUTION. I I rs w I I N FAX (916) 448-6583
<br /> B. HAZARDOUS MATERIAL SUBSTANCE HANDLING C. 3" SECONDARY - 5 PSI AND APPLY SOAP SOLUTION.
<br /> 6. CONTRACTOR SHALL HAVE THE FOLLOWING INSURANCE. CONTRACTOR SHALL NOTE: MARK PRESSURE ON GAUGE WITH ELECTRICAL TAPE AT BEGINNING OF TEST. L _I I © 1996 LEX COFFROTH & ASSOCIATES
<br /> HAVE PROOF OF SUCH INSURANCE ON FILE WITH SUTTON & ASSOCIATES INC. PRESSURE (AS INDICATED ON GAUGE) SHALL HOLD FOR (1) HOUR AND BE _ _ ' PLANS MAY NOT BE REVISED, COPIED, OR
<br /> BY NAMING OWNER AS "ALSO INSURED" WITNESSED BY e` - JJ REUSED WITHOUT PRIOR WRITTEN PERMISSION
<br /> �[` _ I OF LEX COFFROTH, ARCHITECT.
<br /> EMPLOYEES LIABILITY WITH A MINIMUM LIMIT OF LIABILITY OF $1,000,000 FOR 14. CONTRACTOR SHALL PROVIDE DOCUMENTATION OF A DYNAMIC BACK PRESSURE
<br /> EACH OCCURRENCE. TEST OF ALL VAPOR RETURN LINES. SEAL:
<br /> l5. CONTRACTOR SHALL DO ANY OTHER TESTING AS REQUIRED BY LOCAL REGULATION. - - _ - - - V,� to�ARC,"'
<br /> COMPREHENSIVE GENERAL LIABILITY, INCLUDING CONTRACTOR'S PROTECTIVE �G.Pe fq.
<br /> LIABILITY, COMPLETED OPERATIONS LIABILITY, AND CONTRACTUAL LIABILITY, 501E PINS
<br /> WITH A COMBINED SINGLE LIMIT OF NOT LESS THAN $1,000,000 PER OCCUR- 16. PRESSURE (5LBS.) ON THE PIPING SECONDARY SPACE SHALL BE MAINTAINED UNTIL
<br /> RENCE FOR BODILY INJURY AND PROPERTY DAMAGE. AFTER THE CONCRETE TANK AND DRIVE SLABS HAVE BEEN POURED AND SHALL BE
<br /> WITNESSED BY .ns; •x »: c
<br /> AUTOMOBILE LIABILITY COVERING USE OF ALL OWNED HIRED VEHICLES WITH
<br /> A COMBINED SINGLE LIMIT OF SINGLE UNIT OF LIABILITY OF NOT LESS THAN 17. REPAIR FUEL ISLANDS AS SHOWN ON DRAWINGS. I- O �f
<br /> I I 0 9
<br /> $1,000,000 PER OCCURRENCE FOR BODILY INJURY AND PROPERTY DAMAGE. 2 LAPS
<br /> $4'-0' `^ 0P CALF ,
<br /> 18. BRAVO BOXES, TURBINE SUMPS, AND OVERFILL BOXES ARE TO BE WATER TESTED @
<br /> 7. GENERAL CONTRACTOR TO FURNISH ALL LABOR, MATERIAL, EQUIPMENT, AND AS FOLLOWS: 15'-l'
<br /> SERVICES NECESSARY FOR OR REASONABLY INCIDENTAL TO THE SATIS- CONTRACTOR:
<br /> FACTORY COMPLETION OF ALL WORK SHOWN ON, CALLED FOR, OR REQUIRED BY 1• FILL WITH WATER TO HIGHEST PENETRATION. r
<br /> THE DRAWINGS. 2. SPRAY PAINT TOP OF WATER. a FILLNER
<br /> 8. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE UNIFORM BUILDINGCONSTRUCTION
<br /> CODE, UNIFORM FIRE CODE, NATIONAL ELECTRICAL CODE, CALIFORNIA UNDER- 19, ALL CONDUIT IS TO BE 3/4" ( MINIMUM) RIGID CONDUIT. MIN BURIAL ® 24" 49' AT 1:2 SLOPE
<br /> GROUND STORAGE TANK REGULATIONS, OSHA CONSTRUCTION SAFETY ORDERS,
<br /> AND ANY OTHER APPLICABLE STATE, CITY, OR COUNTY ORDINANCES. 20. INSTALL MONITORING SYSTEM WITH LIQUID SENSORS IN EACH TANK ANNULAR SPACE SECTION A INC.
<br /> PERMITS AND IN TURBINE SUMPS, INSTALL MONITOR CONTROL PANEL IN EXISTING BUILDING RECOMMENDED LAYOUT FOR 3-10M GALLON T"6 USING DUPONT 'TYPAR'
<br /> AS DIRECTED BY OWNER. INSTALL LIQUID LEVEL PROBES IN TANKS.
<br /> SpUNBONDED POLYPROPYLENE STYLE 34014 OZ/5.Y. FABRIC, 15'-1'WIDE
<br /> 1. PERMITS TO BE SECURED BY OWNER AND SUPPLIED TO CONTRACTOR. CONTRAC- SEE SITE ELECTRICAL PLAN FOR TANK CONDUIT CONFIGURATION. THE EXTERNAL MATERIAL. ROLL$ AVAILABLE IN100, 300,AND 1,000 YD. LENGTH6. FOR 4061 SEAPORT BLVD.
<br /> TOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS. ADAPTERS FOR EACH TANK ARE TO BE LOCATED IN THE TURBINE SUMP 0 THE "J' EXCAVATION SHOWN ABOVE,WITH 1:261DE SLOPES. APPROXIMATELY 100
<br /> ADDITIONAL PERMITTING WORK BY THE CONTRACTOR TO BE T & M + 15% ON BOX. YARDS'WOULD BE REQUIRED. THE SAME LAYOUT 16 ALSO SUITABLE FOR WEST SCRAMENTO, CA. 95691
<br /> ALL FEES PAID (RECEIPTS REQUIRED.) PHILLIPS FIBERS CORP. '$UPAR' FBRIC. 4.1 OZ/S.Y. FABRIC IN ROLL'S Phone: 916-372-1985
<br /> 21. INSTALL NEW CONCRETE TANK MAT AND OTHER CONCRETE AS INDICATED ON SITE 15' WIDE BY 500' LONG. FOR MON9ANTO 'SIDIM' C-22, 4 07/6.Y.
<br /> 2. GENERAL CONTRACTOR SHALL PROTECT ALL EXISTING FACILITIES TO REMAIN PLAN. CONCRETE TO BE INSTALLED ACCORDING TO TYPICAL CONCRETE FABRIC IN n'-5'WIDE MATERIAL (984 FT. LONG ROLL)LAY 4 STRIPS Fox: 916-372-0911
<br /> UNLESS NOTED OTHERWISE. CONTRACTOR SHALL REPAIR OR REPLACE TO THE SPECIFICATIONS, DRIVE SLAB TO BE 6' THICK. TANK SLAB IS TO BE 12" THICK. THE OPPOSITE DIRECTICN: TWO BOTTOM PIECES AT APPROXIMATELY 69
<br /> SATISFACTION OF THE GONER REPRESENTATIVE ANY EXISTING FACILITIES SEE SITE PLAN AND DETAIL SHEET. CONCRETE TO CONTAIN 7 POUNDS OF LAMP FEET LONG AND TWO SIDE PIECES AT APPROXIMATELY 62 FEET LONG DEVELOPER:
<br /> THAT ARE DAMAGED BY 1fHE CONTRACTOR'S OPERATIONS. BLACK PER CUBIC YARD. MODIFY A5 REQUIRED FOR OTHER THAN 3-10,000 GALLON V DIAMETER TANKS
<br /> RIAZ KHAN
<br /> 3. ALL EXCAVATIONS SHALL BE PERFORMED IN COMPLIANCE WITH OSHA AND 22. INSTALL NEW WAYNE 580 FIXED-RATIO BLENDING DISPENSERS AND CONSOLES AS
<br /> STATE REGULATIONS. THE CONTRACTOR IS REFERRED TO THE OSHA BOOKLET, INDICATED ON SITE PIAN AND DESCRIBED IN THE EQUIPMENT LIST. p FL I TE R FABRIC INSTALLATION DETAIL
<br /> EXCAVATING AND TRENCHING OPERATIONS, FOR A SAFE WORK PRACTICES GUIDE VCO
<br /> FOR PERFORMING EXCAVATION WORK. 23. AFTER THE TANK SLAB IS POURED THE CONTRACTOR SHALL REAPPLY VACUUM TO SCALE=I'-IO'-O' 3039 E. NINTH STREET
<br /> THE TANK ANNULAR SPACE AND SHALL MAKE ARRANGEMENTS FOR STOCKTON, CA. 95206
<br /> 4. UPON COMPLETIONS OF PROJECT, CONTRACTOR SHALL PROVIDE SUTTON & TO WITNESS IT Phone: 209-948-5967
<br /> ASSOCIATES INC. "AS BUILT' DRAWINGS OF ALL ITEMS INSTALLED BY SAME. Fox: 209-462-6811
<br /> "AS BUILT5" SHALL BE COMPLETED ON-SITE WITH INFORMATION NOTED
<br /> DIRECTLY ON APPROVED JOB COPY. 24. PATCH PAVING: TANK OR
<br /> A. ALL AREAS TO BE PATCHED MUST BE SQUARE CUT WITH PAVEMENT BREAKER OR YARD 51_415 REVISIONS
<br /> 5, CONTRACTOR SHALL PROVIDE A WORK SCHEDULE TO SUTTON & ASSOCIATES 2 6
<br /> INC. BEFORE BEGINNING WORK. CONCRETE SAW. INTERRUPT FIBER EXPAN5ICN JOINT PETROMAT NO. DESCRIPTION DATE
<br /> B. EXCAVATE ALL AREAS TO A DEPTH OF 6' AND REPLACE WITH 2" AC OVER 4" REINFORCING MUST COMFORM TO ASTM
<br /> CRUSH ROCK OR CONCRETE BASE. AT JOINT D 1151 Py'NEW AC
<br /> 6. CONTRACTOR SHALL PROVIDE A LIST OF SUB-CONTRACTORS, IF ANY, WHO WILL 0'- I/2' Y AC OVERLAY 6AWCUT EDGE
<br /> BE USED ON THE PROJECT, C. PATH PAVE FOR DISTANCE OF 2' AROUND ALL NEW CONCRETE UNLESS PETROMAT COMPACTED
<br /> OVERLAY IS CALLED FOR.
<br /> 7. CONTRACTOR SHALL COORDINATE ALL INSPECTIONS AND APPROVAL AND OBTAIN, 25. OWNER WILL HIRE OTHERS TO DO TANK AND LINE PRECISION TESTING.
<br /> AT THE COMPLETION OF THE PROJECT, ALL CERTIFICATES REQUIRED TO RUN '.° '`. ' •' 1• ��; + ••
<br /> a THE FACILITY. NOTE: ANY ENVIRONMENTAL WORK REQUIRED OUTSIDE OF THE ABOVE - e •-•.-� -
<br /> SCOPE OF WORK SHALL BE DONE ON A , d v �„_•rt,s••'r^�;• .; .. •;t..:,•�•j+!��+ 61
<br /> TIME AND MATERIALS BASIS. RENTAL RECEIPTS, G : : ns•;•�;"'� s; ,
<br /> SCOPE OF LJORK SUBCONTRACTOR INVOICES, MATERIAL RECEIPTS, G �-• +"y
<br /> o AND DAILY LABOR TIME SHEETS SHALL BE REQUIRED EXISTING
<br /> o- 1. FENCE OFF WORK AREA WITH B' HIGH CHAIN LINK FENCE. POST "KEEP OUT' TO SUPPORT GENERAL CONTRACTOR TIME AND AC.
<br /> SIGNS ON FENCE EVERY 30 FEET. AT THE END OF EACH WORK DAY SECURE MATERIAL INVOICES. SUCH WORK SHALL BE BILLED DRAWINGS ISSUED FOR DATE APPROVED
<br /> FENCING PANELS TOGETHER. SEPARATELY OR AS AGREED BY OWNER & TOOL TO 114' RADIUS PLANNING REVIEW
<br /> CONTRACTOR. BLDG. PERMIT
<br /> 2. FLUSH, CUT, AND REMOVE PRODUCT LINES FROM EXISTING END TO DISPENSER
<br /> ISLANDS. BID (NOT FOR CONST.)
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<br /> CONSTRUCTION
<br /> 3. REMOVE ALL EXISTING FUEL DISPENSERS, ISLANDS, BARRICADES, FUEL LINES,
<br /> AND CONCRETE AND ASPHALT SURFACES AS REQUIRED, IN PREPARATION FOR AS-BUILT DRAWINGS
<br /> INSTALLATION OF NEW AS SHOWN ON DRAWINGS. ANY SALVAGEABLE
<br /> EQUIPMENT TO BE REMOVED FORM SITE AS DIRECTED BY COINS ENVIRONMENTAL. DRAWINGS PREPARED FOR:
<br /> (EXPANSION JOINT nASPHALT/GONG. 'fRAN.
<br /> a 4. INSTALL SHORING IN TANK HOLE AS REQUIRED (IF REQUIRED, AT EXTRA COST). :cnoo:eruort+s.ewi SCALE.i'.I'•0' v ' :cnne,arcnwe:accalc SCALE.1'.I'•0' KHAN EXXON
<br /> 5. EXCAVATE AS NECESSARY FOR THE INSTALLATION OF REPLACEMENT TANKS.
<br /> RAT24' O.C.
<br /> EACHWSERVICE STATION
<br /> EACH WAY (TYpICALJ
<br /> 6. OWNER SHALL PROVIDE FOR TRANSPORTATION AND DISPOSAL OF EXCAVATED
<br /> SOIL AFTER COMPLETION OF ANY NECESSARY REMEDIATION, INCLUDING AERATION.
<br /> 7. CONTRACTOR TO DE-WATTER HOLE AS REQUIRED, GROUNDWATER IS AT 14 FT. •'•
<br /> BELOW GRADE. OWNER SHALL PROVIDE FOR BAKER TANK(S) AND/OR VACUUM ' • _.4t ..
<br /> TRUCKS AND WILL REMOIVE BAKER TANK(S) WATER FROM SITE. OWNER WILL , -
<br /> '3REBAR AT 24' O.C. • • • '
<br /> 14
<br /> BE RESPONSIBLE FOR THE WATER ONCE IT IS PUMPED INTO THE TANK(S). EACH WAY (TYPICAL) 9 • • 437 N. WILSON WAY
<br /> & INSTALL FILTER FABRIC (LINER IN TANK HOLE PER DRAWINGS. STOCKTON
<br /> 9. INSTALL 1 EA. 20,000 GALLON DOUBLE WALL TANKS SPLIT INTO 2 10,000 PER WET HOLE CONDITION CALIFORNIA
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<br /> DETAILS ON DRAWINGS AND PER MANUFACTURER'S INSTRUCTIONS. TANK ,� = - -•�-c- - '
<br /> BEDDING AND BACKFILL TO BE PEA GRAVEL. TANK BURY IS TO BE MINIMUM 5 4REBAR AT 24' O.C.
<br /> FT. TANK BEDDING IS TO BE A MINIMUM 12 EACH WAY (TYPICAL/ SHEET TITLE:
<br /> 10. INSTALL EQUIPMENT AS LISTED IN EQUIPMENT LIST. SITE
<br /> 11. INSTALL NEW FIBERGLASS PRODUCT, VENT & VAPOR. LINES INSTALL NOTE. ,• _• •• •�• _ !'
<br /> ENVIROFLEX FLEXIBLE DOUBLE WALL CONTAINMENT LINES PER SITE PLAN, DETAILS
<br /> STANDARD TANK DRAWINGS, AND PER SCHEDULE BELOW: SEE SITE PLAN FOR SPECIFIC APPLICATION 9 • A • •, p
<br /> VENT PIPING : 2" RED THREAD IIA AND REO THREAD II FITTINGS, DS 8000 SCOPE/NOTES
<br /> SERIES ADHESIVE. ALL JOINTS MUST BE CURED USING SMITH FIBERGLASS DRY HOLE CONDITION
<br /> CHEM CURE PACKS. HEATING COLLARS WILL NOT BE ALLOWED.
<br /> VENT PIPING: SAME AS ABOVE.
<br /> SEE 517E PLAN FOR SPECIFIC APPLICATION DATE: OO-OO-OO SHEET N0.
<br /> o VAPOR PIPING: SAME AS ABOVE WITH 2" AND 3" PIPING AS NOTED ON PROJ.#: 90-0000
<br /> o PIANS
<br /> DI SSNERAL NOTES SCOPE OF WORK nDRIVE SLAB DETAIL nTANK SLAB DETAIL SCALE: NOTED 1
<br /> :CADD:6fIGOM9:0NNf8 6CALEW.V-0' I SCALEW-F-0' :cnoomrcaoMaxa SCALE.1'.1'-0' DRAWN BY: S,S,
<br /> CHECKED BY: CK-BY SHT: OF:
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