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SITE PLAN SCALE: 1" = 20'-0" TANK INSTALLATION NOTES GENERAL ELECTRICAL NOTES
<br /> _ SECOND STREET THE FOLLOWING REQUIREMENTS (I) INSTALL 1,000 GALLON MODERN WELDING--ENVIRO 16 DOUBLE WALL STEEL COMPOSITE TANK. TANK TO BE SET 48" MINIMUM 1. INSULATED FITTINGS TO BE USED ON ALL UNDERGROUND PIPING &
<br /> BELOW FINISHED GRADE. CONTRACTOR TO FIELD DETERMINE EXACT BURY DEPTH. BACKFILL WITH 3/4" PEA GRAVEL. CONDUITS AFTER BUILDING PENETRATION.
<br /> ARE TO BE MET:I INSTALL AN 8" REINFORCED CONCRETE TANK SLAB WITH #4 0 1 " 2. ALL CONDUITS TO HAVE SEAL-OFFS PER LATEST EDITION OF THE 2 BOTH WAYS. SET MANHOLE COVERS 3 ABOVE OUTER EDGE
<br /> a. 72 HOUR NOTIFICATION PRIOR TO TANK INSTALLATION. OF SLAB. (SEE TANK SECTION) NATIONAL ELECTRIC CODE. ALL J-BOXES TO BE EXPLOSION PROOF,
<br /> KiLLARK �GRSS-2 OR CROUSE-HINDS GUA SERIES,
<br /> b. TANK SYSTEMS TO BE INSPECTED BY CUPA ANNULAR SPACE MONITOR: (MANHOLE COVER TO BE LOCKABLE & WATERTIGHT. SEE TANK SECTION) 3. USE CABLE CONNECTOR FITTINGS (CROUSE-HINDS CGB OR EQUIVALENT
<br /> AT (3) THREE SEPARATE CONSTRUCTION PHASES: )
<br /> 4 4" FILL RISER. AT MONITOR & LEVEL GAUGE CABLE CONNECTIONS TO J-BOXES & PIPE
<br /> 1. TANK & PRIMARY PIPING HYDROSTATICALLY OR (MANHOLE COVER TO BE WATERTIGHT. SEE TANK SECTION) FITTINGS IN SUMP BOXES.
<br /> PNEUMATICALLY TESTED FOR 30 MINUTES. 4" VENT RISER. (MANHOLE COVER TO BE WATERTIGHT. SEE TANK SECTION) 4. ALL UNDERGROUND CONDUITS AND CONDUITS INSTALLED OUTDOORS TO BE
<br /> 2. INSPECTION OF ALL SECONDARY CONTAINMENT, PVC COATED RIGID. ALL CONDUITS INSTALLED INSIDE BUILDING MAY BE
<br /> INCLUDING TESTING, IN ACCORDANCE WITH
<br /> MANUFACTURER'S GUIDELINES. Q 4 ELECTRONIC TANK GAUGE PROBE RISER. (MANHOLE COVER TO BE LOCKABLE AND WATERTIGHT. SEE TANK SECTION) EMT (COMPRESSION TYPE FITTINGS ONLY).
<br /> 3. FINAL INSPECTION, INCLUDING ALL PORTIONS OF CAPACITY. FACILITATE WIRE PULLING.
<br /> EXISTING OVERFILL ALARM & OVERFILL ALARM ACKNOWLEDGMENT SWITCH TO REMAIN. ALARM SHALL ACTIVATE AT 907. TANK 5. CONTRACTOR TO PROVIDE & INSTALL PULL BOXES AS REQUIRED TO
<br /> THE LEAK DETECTION SYSTEM.
<br /> 125.00'
<br /> c. TANK SYSTEM INTEGRITY TESTS FORWARDED & APPROVED Q EXISTING VEEDER-ROOT TLS-350 PLUS TANK MONITORING PANEL TO REMAIN. EXISTING POWER AND COMMUNICATION CONDUITS 6• ALL EQUIPMENT, HARDWARE AND SYSTEM COMPONENTS MUST BE
<br /> BY CUPA PRIOR TO TANK SYSTEM BEING PLACED IN TO REMAIN. INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS
<br /> X= X--- - --- X- X----- X- OPERATION. AND SPECIFICATIONS,
<br /> O
<br /> d. STATE WATER RESOURCES FORMS (FORMALLY A, B, AND INSTALL 3/4" SUPPLY AND 1" RETURN COAXIAL WESTERN FIBERGLASS FLEXIBLE FUEL LINES TO PIPING TRANSITION SUMP. SLOPE 7. ALL CONDUCTORS TO BE THWN CU OR BELDEN SHIELDED CABLE.
<br /> .- ,- L ,I,NSIDE OF 4" SECONDARY-DUCE:-r-W-.�-„a , ,.-
<br /> C) MUST BE COMPLETED & SUBMITTED PRIOR TO TANK
<br /> 4 P£R FOOT _DOWN _0, TANK.,.INSTA_
<br /> ' 8. ALL CONDUITS TO BE MINIMUM 3/4" UNLESS NOTED OTHERWISE.
<br /> OPERATION. d to INSTALL WESTERN FIBERGLASS PIPING TRANSITION SUMP. SEE DETAIL 4, SHEET F4.
<br /> Ln e. AN UNAUTHORIZED RELEASE RESPONSE PIAN MUST BE 9. LOCATION OF NEW CONDUIT RUNS SHALL BE REVIEWED AND APPROVED BY
<br /> EXISTING Q SUBMITTED & APPROVED BY CUPA PRIOR TO TANK 11 INSTALL 3/4" SUPPLY AND 1" RETURN SCH. 40 BLACK STEEL ASTM A-53 PIPING FROM PIPING TRANSITION SUMP To
<br /> SBC ENGINEER PRIOR TO INSTALLATION.
<br /> �� C h26
<br /> BUILDING o OPERATIONS. GENERATOR POINT OF CONNECTION.
<br /> •,.
<br /> " A .........
<br /> f. EVIDENCE OF FINANCIAL RESPONSIBILITY SUBMITTED TO CUPA. - _-
<br /> r�
<br /> i2 1�iSTALL�2'" DOUBLE WALL VENT-LINE. SLOPE 1%4" PER FOOT DAWN TO TANK. (SEE DETAILS}
<br /> 25 OT • LOCAL IMPLEMENTING 13 INSTALL NEW VENT RISER. (SEE DETAILS) N.E.C. HAZARDOUS AREA NOTES
<br /> - = -- - AGENCIES MAY HAVE ADDITIONAL
<br /> - REQUIREMENTS t4 CONTRACTOR TO COMPLETE ALL EQUIPMENT TESTS REQUIRED BY GOVERNMENTAL AGENCIES. IN AN OUTSIDE LOCATION, ANY AREA UP TO 18" ABOVE GRADE
<br /> X
<br /> --x -x ---- x �c
<br /> 125.00' LEVEL WITHIN 5-0" HORIZONTALLY FROM ANY TIGHT TANK FILL PIPE
<br /> 15 ALL MANHOLES AND BOXES TO BE INSTALLED STRAIGHT TRUE, IN-LINE, AND 3" ABOVE OUTER EDGE OF SLAB. SHALL BE CLASSIFIED AS A CLASS 1 DIVISION 2 HAZARDOUS AREA.
<br /> 16 CONTRACTOR TO APPLY "SEALTITE" SEALANT TO ALL JOINTS IN WESTERN FIBERGLASS SECONDARY CONTAINMENT SYSTEM AND AT THE SPHERICAL VOLUME WITHIN A 3'--O" RADIUS OF ANY TANK VENT
<br /> ENLARGED SITE PLAN SCALE: 1/4" = 1'-0" ENDS OF VAULT CONDUIT SLEEVE. PIPE SHALL BE CLASSIFIED AS CLASS 1 DIVISION 1 HAZARDOUS
<br /> AREA, BETWEEN 3'-0" AND 5'-0" RADIUS AS CLASS 1 DIVISION 2
<br /> 17 SENSOR CONDUIT & CONDUCTOR RUN. CONTRACTOR TO RUN ONLY (1) BELDEN BELDFOIL #83710 100% SHIELDED CABLE (16 HAZARDOUS AREA.
<br /> AWG MIN.) WITH 10 CONDUCTORS IN EACH CONDUIT. CABLE TO CONTAIN 2 CONDUCTORS FOR EACH SENSOR. ALL TANK AND ALL ELECTRICAL CONDUITS, FITTINGS, ETC. IN THESE AREAS SHALL
<br /> PIPING VAULT SENSORS TO BE INCLUDED IN ONE (1) HOME RUN FROM TANK AREA TO TLS--350 MONITOR CONSOLE. CONFORM TO THE LATEST EDITION OF N.E.C. ARTICLE 514.
<br /> ELECTRICAL WIRING AND EQUIPMENT BELOW A HAZARDOUS AREA
<br /> 18 CONTRACTOR TO REPLACE ANY A/C PAVING DAMAGED DURING FUELING SYSTEM INSTALLATION WITH NEW 4" PAVING OVER 8" CRB. SHALL BE RATED FOR CLASS 1 DIVISION 1. PROVIDE SEAL-OFF
<br /> SLURRY SEAL-COAT ALL NEW A/C PAVING. FITTINGS ON ALL CONDUITS ENTERING OR LEAVING A HAZARDOUS
<br /> (E) BUILDING AREA.
<br /> is CONTRACTOR TO REPLACE ANY CONCRETE DAMAGED DURING TANK SYSTEM INSTALLATION WITH NEW CONCRETE TO MATCH EXISTING
<br /> IMPORTANT NOTICE
<br /> 20 CONTRACTOR TO LOOSELY WRAP WESTERN FIBERGLASS SECONDARY WITH INSU^FATED 12 GAUGE 'COPPER WIRE FROM TANK PIPING ',,, Section 4216 / 4217 of the
<br /> E GENERATOR Government Code requires a Dig Alert
<br /> { } SUMP EXIT POINT TO PIPING TRACER TERMINATION ATTACHMENT. BOTH TRACER WIRES To BE ATTACHED. ATTACH PLASTIC SIGN Identification Number be issued before
<br /> I 7 4 23
<br /> I INSCRIBED WITH 1" BLACK LETTERS ON A WHITE BACKGROUND. SIGN TO READ "FUEL PIPE TRACER". SEE DETAIL 4, SHEET F4.
<br /> (E) I � � � 4 � J � 12 O _.., _...... olid For
<br /> *l,•.-��'-�- � ��_--...,�.,- '; r;. a Permit to Excavate will be valid
<br /> SIDEWALK E your Dig Alert ID Number Cal!
<br /> y
<br /> � � I STORAGE ��' ,,. INSTALL VEEDI=R-ROOT X793480-208 SUMP SENSOR AT FLOOR IN NEW PIPING GUTTER. SEE DETAIL 7, SHEET F5. 1/
<br /> fl,.. Underground
<br /> I I I 17 21 21 INSTAl1 T�4Nf�`CHAFtT AND (2} IMF �NOl1STRIES STEEL SECURITY FILE"ISN WAIL- E'OR-STORK -4f�s`TE 5=30 F'RINF-OUTS. SEEN Service Alert
<br /> L -- - -� DETAIL 1, SHEET F4.
<br /> � `
<br /> _ _ 22 PROVIDE 3M 31 GALLON PETROLEUM SPILL KITS GRAINGER STOCK 5F834 (8qO-994-2343 EXT. $7375 . (2) KITS PER SITE. CALL: TOLL FREE CALL: TOLL FREE
<br /> 14 _-= k - ) 1-800-422-4133 1-800-642-2444
<br /> -- IN SOUTHERN CALIFORNIA IN NORTHERN CALIFORNIA
<br /> _ - - 23 INSTALL 6' HIGH CHAIN LINK FENCE AROUND WORK AREA.
<br /> 2 '
<br /> Two Working Days Before You Dig
<br /> 9 1620 19 (E) 18 (E) TAP CAN 24 L =.
<br /> CONCRETE x 0
<br /> PAD 1b Engineers Note to Contractor.
<br /> i
<br /> � � �•� �
<br /> (E) CHAIN LINK FENCE - '`'
<br /> TANK REM-OVAL NOTES The existence and location of any underground utilities, pipes,
<br /> -X ---�-�-X - -�----X -X -�--X -X -X ---X -X -X ---X - . W..- �p - -
<br /> X _X X -X -X _X -X -- -X X X -X =x 24 CONTRACTOR TO COORDINATE TEMPORARY GENERATOR PLACEMENT PRIOR TO TANK REMOVAL. SITE HAS AVAILABLE TAP BOX FOR and/or structures shown on these plans were obtained by a search
<br /> THIS USE. of available records. The contractor shall ascertain the true vertical
<br /> and horizontal location and size of those underground utilities to
<br /> 25 EXCAVATE AND REMOVE EXISTING 500 GALLON UNDERGROUND DIESEL TANK AND ASSOCIATED UNDERGROUND PIPING. REMOVE be used and shall be responsible for any damage to any public or
<br /> ENTIRE CONCRETE SLAB. private utilities, shown or not shown hereon.
<br /> 2s REMOVE EXISTING UNDERGROUND PRODUCT PIPING TO GENERATOR POINT OF CONNECTION. SW 1046
<br /> 27 REMOVE EXISTING UNDERGROUND VENT PIPING AND EXISTING VENT RISER.
<br /> REVISIONS / AUTHORIZATIONS
<br /> UNDERGROUND TANK REMOVAL PROCEDURE PIPING INSTALLATION NOTE
<br /> • REVISIONS / Atl'iHORIZATIONS WE BY
<br /> 1. Contractor shall calf U.S.A. and have utilities field marked prior 11. Sawcut and remove concrete or A.C. cover for access to tank, 19. If excavation is left open overnight, Contractor to completely fence a MASTER DRAWINGS 3/4/03
<br /> to any excavation. In addition, Contractor shall make visual and dispose of concrete and A.C. debris. off the tank hole with six (6) foot high temporary chain link
<br /> magnetic inspection of work area for any passible underground fencing, no exceptions. A lockable gate shall be provided on all
<br /> Q PER clil=NT INsTRUC71oNs 19/12/03 DM
<br /> utilities and conduits. Contractor is responsible for restoring any 12. Shore the edge of the tank hole, 'I# required. All sharia is to
<br /> g q g excavations left open more than 2 days. See plans for location. UNDER ROUN,Q_I=UEL,.,,_YSTEM ,PIEI_NG 2 UPDATED TO 01/23/04 STANDARDS
<br /> underground utilities damaged during construction, be in place before excavating tank. 2/23/04 DW
<br /> 20.Upon approval of SBC Facility Engineer and SBC Environmental 0
<br /> 2. Notify SBC Facilities Engineer, Site Contact, Brian Bookmon 13. Dig down to the top of the tank. Manager, Contractor shall install new tank, INSTALL ALL PIPING PER MANUFACTURER'S MINIMUM BEND RADIUS AND ALL OTHER MANUFACTURER'S INSTALLATION
<br /> 209-541-1125, and U.S.A. forty--eight (48) hours prior to start SPECIFICATIONS. CONTRACTOR SHALL AIR PRESSURE TEST ALL PRIMARY & SECONDARY PIPING PRIOR TO KFI LING OR PROPRIETARY SBC INFORMATION
<br /> of tank removal or any excavation. 14. Remove the fill (drop) tube and TLS probe. Disconnect the fill, 21. Replace or restore any existing site condition damaged or altered CONNECTING TO TANKS AND GENERATORS. ISOLATE AND CAP ALL PRIMARY PIPING RUNS & PRESSURIZE TO 75 P.S.I. MIN. FOR NOT FOR GENERAL
<br /> (MIN.) USE OR DISCLOSURE OUTSIDE OF SBC
<br /> gauge, and product and vent lines. Cap plug open ends of during the tank removal and installation, remove sheet piling. 30 MINUTES (MIN.), OR LONGER AS REQUIRED 13Y LOCAL AGENCY. SOAP TEST ALL JOINTS AND INSPECT FOR LEAKS. REPAIR ANY THIS INFORMATION MAY ONLY BE USED BY AUTHORIZED PERSONNEL OF
<br /> 3. Close air conditioning inlets subject to fumes prior to work. the lines which are not to be used further. Remove any LEAKS DISCOVERED AS REQUIRED. EGONDARY PIPING TO BE AIR TESTED AFTER CONNECTION IN CONTAINMENT SUMP THE LOCAL GOVERNMENT AGENCY IN CONNECTION WITH APPLICATION AND IN ON FOR
<br /> remaining liquid from the delivery line using care to avoid 22.en water and sail tests shall have results submitted to the BUILDING PIPE TRENCH AT 3 P.S.I. (MIN.) TO 5 P.S.I. (MAX.) FOR 30 MINUTES (MIN.). OR LONGER AS RE PERMITS AND AUTHORIZATIONS FOR BUILDINGS, CONSTRUCTION AND OR
<br /> 4. Fuel in existing underground tonic shall be removed and disposed spillage. { ) REQUIRED BY LOCAL
<br /> penvironmental management department of SBC within 24 hours AGENCY. SOAP TEST ALL CONNECTIONS AND JOINTS AND INSPECT FOR LEAKS REPAIR ANY LEAKS DISCOVERED AS REQUIRED. ZONING CHANGES.
<br /> of by SBC Contractor. Contractor shall furnish fuel disposal after the samples are taken, MAINTAIN THE AIR TEST ON THE SECONDARY CONTAINMENT PIPING DURING THE BACKFILLING
<br /> documentation to SBC. PROCESS AND VERIFY THAT NO DRAWINGS PREPARED FOR
<br /> 15. Plug all tank openings with one plug to have 1/8 inch vent hold PRESSURE DROP OCCURRED IN THE SECONDARY PIPING, INSPECT FOR LEAKS. REPAIR ANY LEAKS DISCOVERED. AFER
<br /> 5. Tait & Associates will apply for tank removal for temperature expansion. CCKFILLING PIPING RUNS, BOTH PRIMARY AND SECONDARY PIPING SYSTEMS TO BE RETESTED PER AFOREMENTIONED
<br /> pp Y permit. Contractor D
<br /> is responsible for picking up permit, paying fees, and arranging 16, The tank shall be made inert by using thirty pounds of dry ice LOCAL REGULATORY AGENCIES. AFTER SUCCESSFUL COMPLETION OF PIPING TEST PROCEDURES. THE TESTING OF THE PRIMARY AND SECONDARY PIPING MUST BE WITNESSED BY ENVIRONMENTAL MANAGEMENT AND CONTRACT CORPORATE
<br /> inspections. All tank and piping removal is by Contractor. per thousand gallons of tank capacity or as required by local FROM SECONDARY PIPING IN TANK SUMP C ALLOW UNRESTRICTED DRAINAGE FROM SECONDARY PIPING SYSTEM INTO THE OR TO PULL BACK REDUCING BOOT
<br /> Contractor shall cooperate with "Environmental Contractor" for authorities. CONSTANTLY MONITORED TANK SUMP. THE CONTRACTOR SHALL PERFORM PRE-INSTALLATION ENHANCED LEAK DET REAL ESTATE
<br /> soil/water sampling and disposal of tank. DETECTION BEFORE
<br /> 17. After tank has been inspected
<br /> BACKFILLING TANK AND PIPING. THE CONTRACTOR SHALL ALSO PERFORM POST INSTALLATION ENHANCED LEAK DETECTION
<br /> 6. Provide fire extinguishers of size and rating specified by local inspectors, excavate and removea local health and fire tank and piping. Contractor to (REQUIRED BY STATE OF CALIFORNIA WATER RESOURCES CONTROL BOARD), OR EQUAL IF APPROVED BY LOCAL AGENCIES.
<br /> fire departments, load tank and piping on transport provided by others. Disposal F�WrcT TML
<br /> of tank and piping by Enviro. Contractor. Contractor to remove
<br /> Z 7. There shall be no welding or other sources of ignition in the and dispose of existing concrete tie-down slab beneath tank if TA K S P PRES UR TEST E iJ CALO N
<br /> o area while the removal operations are in progress, There shall specified in Scope of Work on sheet Fl.
<br /> a be no smoking on the Job site, "NO SMOKING" signs shall be ALL NEWLY INSTALLED TANKS AND TANKS RETROFITTED WITH NEW SUMPS OR NEW HARDWARE THAT ENTERS OR EXITS A SUMP 1812 COLEY AVENUE
<br /> posted. 18. After the existing tank is removed, soil and/or water samples ARE TO BE HYDROSTATICALLY TESTED WITH A HEAD OF WATER ONE FOOT ABOVE THE HIGHEST POINT OF PENETRATION OR JOIN.
<br /> will be taken from the tank hole by the Environmental ALTERNATIVELY, SUMPS MAY BE VACUUM TESTED PER MANUFACTURER'S INSTRUCTIONS. ESCALON, CALIFORNIA
<br /> 8. Provide barricades with flashing yellow lights and warning signs Contractor. If the soil/water samples are clean, then soil shall
<br /> to protect CLLC=ESCLCAl1 UG-010
<br /> p pedestrians and/or motor vehicles from work area be disposed of by Contractor. If contamination is discovered,
<br /> and tank hole. Contractor to notify SBC Environmental Manager immediately. T
<br /> Contaminated soil is to be stacked separately on visqueen and UNDERGROUND FUEL 'TANK
<br /> 9, Drain, and when appropriate, flush product in the piping into the covered with visqueen and anchored firmly to prevent it from
<br /> tank' SUCTION SYSTEM
<br /> being blown off. Provide an asphalt, concrete or sandbag berm
<br /> around all dirt stack piles to prevent runoff. Disposal of TANK REMOVAL INSTALLATION NOTES
<br /> 10.The Rinse Contractor shall remove all remaining flammable liquid contaminated soil will be under separate contract. 16
<br /> from the tank which can be pumped out. It may be necessary Disposal of contaminated soil will be by Environmental ME'T NUMBR DATE 09/16/03 SCALE AS NOTED
<br /> to use a hand pump to remove the bottom few inches of Contractor. Contractor shall load contaminated soil on truck
<br /> ■
<br /> � product and rinsate. All residual Liquid or sludge, including provided by Environmental Contractor. CONSULTING ENGINEERS ©W CHECKED BY. T'
<br /> 2880 Sunrise Boulevard SRC AUTHORIZATION: SHEET: 2 OF. 8 SHEETS SHE1 r Na.
<br /> rmstate will be disposed of by Environmental Contractor. Suite 206
<br /> Rancho Cordova, CA 95742 SBC DMWING NO.*
<br /> (916) 635-2444
<br /> TAIT & ASSOCIATES, INC. F2
<br /> (916) 635-2606 Fax
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