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I. HELMICK & LERNER, INC. WILL APPLY AND PAY FOR PERMITS FOR 7. ENCLOSE THE ENTIRE WORK AREA WITH TEMPORARY 6 FOOT HIGH CHAIN LINK 13. CONTRACTOR SHALL PROVIDE SHORING AROUND EXCAVATION PRIOR TO TANK 20. DURING REPLACEMENT OF DAY TANK, CONTROL SYSTEM AND FUEL PIPING, 27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SETTLEMENT OF FILLS
<br /> UNDERGROUND TANK REMOVAL AND INSTALLATION INCLUDING FENCING AND CONCRETE TEMPORARY BARRIERS (CALTRANS TYPE K), REMOVAL. SUBMIT TO FACILITY ENGINEER SHORING PLAN SIGNED AND THE EXISTING SYSTEM SHALL REMAIN CONNECTED AND OPERATIONAL UNTIL WHICH MAY OCCUR WITHIN A ONE (1) YEAR PERIOD AFTER FINAL
<br /> ENCROACHMENT PERMIT. ALL BONDING FOR THE ENCROACHMENT PERMIT BARRICADES, TRAFFIC CONES AND ALL OTHER EQUIPMENT AS REQUIRED BY SEALED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF CALIFORNIA. THE NEW EQUIPMENT IS READY FOR SERVICE. PIPING IN THE BASEMENT ACCEPTANCE OF WORK BY PACIFIC BELL. THE CONTRACTOR SHALL MAKE ALL
<br /> SHALL BE BY CONTRACTOR. CONTRACTOR TO SUPPLY CERTIFICATE OF THE CITY OF STOCKTON TO PROTECT PEDESTRIANS AND/OR MOTOR VEHICLES SLOPING OF EXCAVATION AS A SHORING METHOD WILL NOT BE ACCEPTABLE, CONSISTS OF TWO SEPARATE FUEL LINE SYSTEMS, CONTRACTOR SHALL NECESSARY REPAIRS WITHIN THIRTY (30) DAYS FOLLOWING DUE NOTIFICATION
<br /> INSURANCE, CITY BUSINESS LICENSE AND EVIDENCE OF CONTRACTOR'S FROM WORK AREA AND TANK HOLE, THE FENCING AND BARRIERS SHALL MAINTAIN ONE OPERABLE FUEL LINE SYSTEM AT ALL TIMES WHILE FROM PACIFIC BELL'S REPRESENTATIVE.
<br /> LICENSE. CONTRACTOR SHALL PICK UP FINALIZED PERMITS FROM ISSUING COMPLETELY ENCLOSE THE ENTIRE TANK HOLE AND WORK AREA. PROVIDE 14, REMOVE THE FILL (DROP) TUBE. DISCONNECT THE FILL, GAUGE, SUCTION, REPLACING THE OTHER SYSTEM. COORDINATE CHANGE OVER TO NEW
<br /> AGENCY. CONTRACTOR SHALL ARRANGE FOR ALL REQUIRED AGENCY CONSTRUCTION AND LANE CLOSURE SIGNS AND BARRIERS AS REQUIRED BY RETURN AND VENT LINES, CAP OR PLUG OPEN ENDS OF THE LINES WHICH ARE SYSTEMS WITH SITE MANAGER AND SITE POWER SPECIALIST. EXISTING FUEL 28. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
<br /> INSPECTIONS, ANY RE-INSPECTIONS OR ADDITIONAL INSPECTION TIME CITY OF STOCKTON TO DETOUR TRAFFIC. LOCATION OF SIGNAGE, TRAFFIC NOT TO BE USED FURTHER, PLUG ALL TANK OPENINGS WITH ONE PLUG TO LINES WHICH ARE NO LONGER TO BE USED ARE TO BE REMOVED AS DETAILED
<br /> REQUIRED BY AGENCIES IS TO BE PAID FOR BY CONTRACTOR. CONES, ETC., SHALL BE PER CITY APPROVED TRAFFIC PLAN. PROVIDE HAVE 1/8-INCH VENT HOLE FOR TEMPERATURE EXPANSION. ON THE PLANS.
<br /> FLAGMEN WHEN REQUIRED BY CITY OF STOCKTON OR AS NECESSARY TO
<br /> 2. SCHEDULE A METHOD OF PROCEDURE (M.O.P.) MEETING WITH PACIFIC BELL PROVIDE FOR PUBLIC SAFETY. 15, THE TANK SHALL BE INERTED BY USING 20 POUNDS (MINIMUM) OF DRY ICE 21, CONTRACTOR SHALL PROVIDE CRANE TO INSTALL NEW DAY TANK AND
<br /> FACILITY ENGINEER MR. LYLE STUCK (408) 268-0012 AT LEAST ONE WEEK IN PER THOUSAND GALLONS OF TANK CAPACITY, REMOVE EXISTING DAY TANK. THE EXISTING DAY TANK SHALL BE KEPT IN
<br /> ADVANCE TO PROPOSED CONSTRUCTION START DATE. THE CONTRACTOR S. PROVIDE 2,000-GALLON TEMPORARY CONVAULT FUEL TANK. THE TEMPORARY OPERATION AND RELOCATED WHILE INSTALLING THE NEW DAY TANK. 3/4"
<br /> SHALL BRING THE FOLLOWING PERSONNEL TO THE M.D.P. MEETING: THE TANK INTERIOR SHALL DE CLEAN, iF NOT THE CONTRACTOR SHALL CLEAN THE 16. AFTER TANKS HAVE BEEN INSPECTED BY CITY FIRE DEPARTMENT AND/OR PLYWOOD SHEETS SHALL BE PLACED ON ROOF WHENEVER EQUIPMENT IS SET
<br /> OFFICE MANAGER RESPONSIBLE FOR THE PROJECT, THE SITE PROJECT TANK INTERIOR TO THE SATISFACTION OF THE ENGINEER. CONTRACTOR COUNTY HEALTH DEPARTMENT, EXCAVATE AND REMOVE TANK AND PIPING, ON TO THE ROOF. ANY DAMAGE TO THE ROOF SHALL BE REPAIRED AT
<br /> MANAGER, THE CHIEF PLUMBER AND THE CHIEF ELECTRICIAN. THESE SHALL PROVIDE 2,000 GALLONS OF NEW DIESEL #1 FUEL TO FILL THE CONTRACTOR SHALL LOAD TANK AND PIPING ON TRANSPORT PROVIDED BY CONTRACTORS EXPENSE. THE EXISTING FUEL OIL DELIVERY LINE TO THE ,
<br /> PERSONNEL SHALL HAVE READ AND COMPLETELY UNDERSTOOD THE PLANS TEMPORARY TANK. AFTER REMAINING FUEL IS REMOVED FROM OTHERS, OTHERS WILL TRANSPORT AND DISPOSE TANK AND PIPING. OTHERS ROOF SHALL BE EMPTIED OF EXISTING FUEL AND FLUSHED WITH CLEAN
<br /> AND SPECIFICATIONS BEFORE ATTENDING THE M.O.P. MEETING. IF THE UNDERGROUND TANKS BY PACIFIC BELL, CONTRACTOR SHALL SAWCUT AND WILL TAKE SOIL AND/OR WATER SAMPLES USING A ONSITE MOBILE DIESEL #1 FUEL BEFORE CONNECTING THE LINE TO THE NEW DAY TANK. THE -
<br /> CONTRACTOR'S PERSONNEL DO NOT UNDERSTAND THE PLANS AND BREAK OUT SECTIONS OF EXISTING SIDEWALK FOR ACCESS TO EXISTING FUEL LABORATORY. CONTRACTOR SHALL COORDINATE THE OBTAINING OF SOIL EXISTING FUEL AND FUEL USED FOR FLUSHING SHALL BE BARRELED FOR
<br /> SPECIFICATIONS TO THE EXTENT NECESSARY IN THE OPINION OF THE LINES AND CONNECT TEMPORARY FUEL LINES TO EXISTING FUEL LINES AS AND WATER SAMPLES. DISPOSAL BY OTHERS. THE EXISTING DAY TANK SHALL BE REMOVED AFTER -
<br /> ENGINEER, THE M.O.P. MEETING WILL BE RESCHEDULED. CONTRACTOR SHALL RAPIDLY AS POSSIBLE. THE NEW DAY TANK IS INSTALLED AND OPERATIONAL. REMOVE THE FUEL `
<br /> PROVIDE A WRITTEN CONSTRUCTION SCHEDULE REFLECTING A "BEST" AND17. UPON APPROVAL OF PACIFIC BELL FACILITY ENGINEER, CONTRACTOR SHALL FROM THE EXISTING DAY TANK AND PUT IN BARRELS, CONTRACTOR SHALL -
<br /> "WORSE" CASE SCENARIO AT THE M.O.P. MEETING FOR REVIEW AND APPROVAL 9. PROVi '�}}k•FIRE EXTINGUISHERS OF SIZE AND RATING SPECIFIED BY FIRE INSTALL NEW TANK. CONTRACTOR SHALL BACKFILL PORTION OF TANK HOLE WASH THE DAY TANK AND BARREL THE RINSATE. THE DAY TANK AND
<br /> BY PACIFIC BELL. CONTRACTOR SHALL SUBMIT A DETAILED M.C.P. ON A DEPARTMENT. THERE SHALL BE NO WELDING OR OTHER SOURCES OF NOT TO RECEIVE NEW TANKAGE WITH IMPORT BACKFILL MATERIAL. IMPORT BARRELS SHALL BE MOVED BY THE CONTRACTOR TO STREET LEVEL FOR
<br /> PACIFIC BELL PROVIDED FORM DEFINING THE SEQUENCE AND CONTENT OF IGNITION IN THE AREA WHILE THE REMOVAL OPERATIONS ARE IN PROGRESS, BACKFILL MATERIAL SHALL BE NONEXPANSIVE SOIL WITH LIQUID LIMIT NO DISPOSAL BY OTHERS.
<br /> CONSTRUCTION ACTIVITIES. PROVIDE AN 8-1/2 X 11 SITE PLAN WITH THE M.O.P. THERE SHALL BE NO SMOKING ON THE JOB SITE. "NO SMOKING" AND GREATER THAN 40 PERCENT AND A PLASTICITY INDEX NO GREATER THAN 15
<br /> PROPOSITION 65 SIGNS SHALL BE POSTED BY THE CONTRACTOR. PERCENT, FREE FROM CLODS OR ROCKS LARGER THAN 2 INCHES IN THE 22. UNDERGROUND TANK SHALL BE ANCHORED AS DETAILED ON THE PLANS.
<br /> 3. CONTRACTOR MAY NOT START ANY WORK NO MATTER HOW TRIVIAL BEFORE I GREATEST DIMENSION AND FREE FROM ORGANIC MATERIAL, ALL BACKFILL UNDER NO CIRCUMSTANCES MAY THE TANK BE FILLED WITH WATER FOR
<br /> THE PACIFIC BELL APPROVED START DATE. 10. REMOV,€ EXISTING TLS-250; TANK PROBES AND CAP & RING KITS FROM 25,000- MATERIAL SHALL BE APPROVED BY THE ENGINEER. THE BACKFILL SHALL BE BALLAST OR ANY OTHER PURPOSE.
<br /> GALLON TANKS AND RETURN TO PACIFIC BELL. PLACED IN 8" LIFTS COMPACTED TO 90% MAXIMUM DENSITY EXCEPT UNDER
<br /> 4. CALL U,S.A , (800) 642-2444, AT LEAST 48 HOURS PRIOR TO START OF ANY WORK PAVED ROADWAY WHERE UPPER 12 INCHES OF BACKFILL SHALL BE UPON COMPLETION OF UNDERGROUND TANK INSTALLATION, TRANSFER FUEL
<br /> 11 , DRAIK AND FLUSH PRODUCT IN THE PIPING INTO THE TANKS. OTHERS WILL COMPACTED TO 95% MAXIMUM DENSITY. BACKFILL MATERIALS SHALL BE 23, IN TEMPORARY FUEL TANK TO NEW UNDERGROUND TANK, FUEL SHALL BE
<br /> S- CONTRACTOR SHALL TAKE EXTREME CAUTION DURING EXCAVATING TO WASH PIPING AND TANKS AND DISPOSE RINSATE. THE CONTRACTOR SHALL PLACED SUCH THAT IT DOES NOT MIX OR INTERFERE WITH NEW TANK FILTERED WHEN TRANSFERRED. CONTRACTOR SHALL THEN REMOVE
<br /> AVOID DAMAGE TO ANY UNDERGROUND UTILITIES. OWNER WILL PROVIDE BREAK THE EXISTING SUCTION LINES (EXCEPT THE LINE BEING USED FOR THE PEAGRAVEL BACKFILL, FINAL GRADE MATERIALS SHALL BE ASPHALTIC TEMPORARY FUEL TANK FROM THE SITE. PACIFIC BELL WILL ARRANGE TO
<br /> AVAILABLE RECORDS OF EXISTING UNDERGROUND UTILITIES, HOWEVER, IT TEMPORARY TANK) INSIDE THE PUMP ROOM SO THAT OTHERS MAY WASH CONCRETE PAVEMENT AND CONCRETE CURB, GUTTER AND SIDEWALK OVER HAVE NEW UNDERGROUND TANK COMPLETELY FILLED WITH FUEL
<br /> SHALL BE THE CONTRACTORS RESPONSIBILITY TO LOCATE AND IDENTIFY ANY THESE LINES AND FLUSH THE RINSATE INTO THE UNDERGROUND TANKS, 6" OF AGGREGATE BASE COMPACTED T0. 95% MAXIMUM DENSITY. FINAL - -
<br /> UNKNOWN UTILITIES. HAND DIGGING MAY BE REQUIRED TO LOCATE AND GRADE SHALL MATCH EXISTING GRADES. 24, ALL TANK AND PIPING TESTING IS BY CONTRACTOR AND SHALL CONFORM TO -
<br /> PROTECT EXISTING UNDERGROUND TELEPHONE CABLES BEFORE ANY 12. REM&E CONCRETE CURB, GUTTER AND SIDEWALK AS NECESSARY TO ACCESS LOCAL AND STATE REQUIREMENTS,
<br /> EXCAVATING OR PLACING OF SHORING. IF, FOR ANY REASON, CONTRACTOR TANKS,'',SAWCUT STREET BACK AS NECESSARY. CURB, GUTTER AND SIDEWALK 18, CONTRACTOR SHALL INSTALL OWNER SUPPLIED EQUIPMENT LISTED ON SHEET
<br /> DAMAGES ANY OF THE UNDERGROUND UTILITIES, CONTRACTOR SHALL SHALL BE REMOVED BACK TO NF-AREST CONSTRUCTION JOINT, SAWCUT M-7 INCLUDING 25,000-GALLON UNDERGROUND TANK, 300-GALLON DAY 25. REPLACE CURB, GUTTER, SIDEWALK AND STREET TO MATCH FINISH,
<br /> IMMEDIATELY NOTIFY THE FACILITY ENGINEER AND SHALL REPAIR DAMAGED SIDEWALK ALONG EXISTING GROOVING FOR ACCESS TO VENT LINE, ALL TANK, AND TLS-2501 MONITORING EQUIPMENT. CONTRACTOR SHALL PROVIDE THICKNESS AND GRADES OF EXISTING CURB, GUTTER, SIDEWALK AND 8TREET.
<br /> UTILITIES AT ONCE, AT HIS OWN EXPENSE, AND AT NO COST i0 PACIFIC BELL. COARETE AND A.C. DEBRIS SHALL BE DISPOSED AS IT IS REMOVED. DIG ALL OTHER MATERIALS, LABOR AND EQUIPMENT INCLUDING CRANES AS MAY NEW CURB, GUTTER AND SIDEWALK OVER UNDERGROUND TANK SHALL BE
<br /> DO TO THE TOP OF THE TANKS. EXCAVATED SOIL SHALL BE LOADED ON BE NECESSARY FOR A COMPLETE AND OPERABLE SYSTEM INCLUDING PIPING, THICKENED AND REINFORCED AS SHOWN ON PLANS,
<br /> 6. NOTIFY PACIFIC BELL CABLE MAINTENANCE FORTY-EIGHT (48) HOURS PRIOR TRUCKS PROVIDED BY OTHERS. OTHERS WILL DISPOSE ALI- EXCAVATED SOIL. VALVES, PIPE SUPPORTS, CONDUIT, DAY TANK CONTROLS, ETC.
<br /> TO START OF TANK REMOVAL TO COORDINATE LIFTING OF EXISTING CONTRACTOR SHALL COORDINATE SOIL REMOVAL SUCH THAT EXCAVATED 26. REPLACE OR RESTORE ANY EXISTING SITE CONDITION DAMAGED OR ALTERED
<br /> OVERHEAD TELEPHONE CABLES IF"'NEGESSARY:'j SOIL AND CONCRETE DEBRIS WILL NOT BE STORED ON SITE. 19, ALL NEW FUEL PIPING IS TO BE CLEANED AND DRIED BEFORE ASSEMBLING. DURING CONSTRUCTION.
<br /> PIPING SYSTEMS SHALL BE FLUSHED WITH CLEAN DIESEL #1 FUEL UPON
<br /> ASSEMBLY AND THE FUEL BARRELED FOR DISPOSAL BY OTHERS.
<br /> s
<br /> INSTALL NEW 25,000-GALLON REk!OVE THREE (E) 25,000- -
<br /> DOUBLE-WALL DIESEL STORAGE GALLON U.G. TANKS & PIPING LINDSAY
<br /> �T n rE E r r
<br /> UNDERGROUND TANK & PIPING R
<br /> GENERAL PIPING AND CONDUIT NOTES:
<br /> SEE PARTIAL ROOF PLAN 1. WHERE NEW FUEL PIPING OR CONDUITS PASS THROUGH EXISTING
<br /> - - - - - - -- SHEET M-J' BUILDING WALLS, DILL S HOLE WITH A ONE INCH GAP ALL AROUND
<br /> A R
<br /> ' PAPE OR CONDUIT AND SEAL GAP�WITH CEMENT GROUT, PAINT
<br /> SEE PARTIAL _ _-_ -__��.-. __- - -�F t — ----- - GROUT AND PIPING OR CONDUITSITO MATCH EXISTING WALL COLOR
<br /> SITE PLAN - — -- —
<br /> SHEET AN y{'� O I� O 1 II L� 2. EXISTING CONDUITS WHICH ARE TO�BE REPLACED OR NO LONGER USED SHEET INDEX
<br /> L —-- _ ___} --J _ __ _ . JL _ U_ __ _ LL] ARE TO BE REMOVED BACK TO NEAREST COUPLING AND PLUGGED WITH
<br /> F.O.V. LINE -- - --------- -- -- _ _ EEL CONDUIT PLUG WHEN REMOVING EXISTING CONTROL PANELS, PATCH
<br /> NEW 1-1/4 0 F.0.5. (E) 4" 0 —� HOLES IN WALLS WITH CEMENT GROUT AND PAINT ENTIRE AREA WHERE PANEL M-1 SITE PIAN
<br /> N BASEMENT - - ----- E) TURBINE GENERATOR ~ WAS LOCATED i0 MATCH EXISTING WALL COLOR. M-2 PARTIAL SITE PLAN
<br /> LINES IN BASEMENT _ M-3 PARTIAL ROOF PLAN
<br /> IN BASEMENT M-4 FUEL OIL PIPING SCHEMATIC
<br /> W (E) FUEL PUMPS w
<br /> _ (( 3. ALL NEW FUEL PIPING AND CONDUITS ARE TO BE PAINTED TO MATCH EXISTING M-5 TANK DETAILS
<br /> w (TYP. R 2) BUILDING COLOR M-6 PIPING DETAILS
<br /> M-7 OWNER FURNISHED EQUIPMENT
<br /> z E-1 TLS-2501 UNDERGROUND TANK MONITORING SYSTEM
<br /> ~ a E-2 DAY TANK CONTROL PANEL
<br /> (n (E) PENTHOUSE s
<br /> ENGINE ROOM G:p3 REMOTE DAY TANK INDICATING PANEL
<br /> d SAN JOAQUIN COUNTY
<br /> --i — (E) FUEL LINES ON RCF v
<br /> PUBLIC HEALTH SERVICES
<br /> L F o EN. BOX 2IENTAL HEALTH DIVISION
<br /> W /II P. O. BOX 2009, STOCKTON,2091468,3 CA 950$1
<br /> (E) BUILDING (E) BUILDING 0 PHONE: (2091468,3420
<br /> G /`Y .t unroved
<br /> Z (BASEMENT & 7 STORIES) (E) PIPE CHASE (BASEMENT & 4 STORIES)
<br /> TO ROOF < p ,proved with changes: See Remarks
<br /> U� :u O ']..pprovedt See Remarks
<br /> Re•�,afks
<br /> / LEGEND Date //�3 By , AJ
<br /> L00�
<br /> — (E) 1-1/4" 0 FO.U. '' Approval of these. plans extends only to that
<br /> LINE IN BASEMENT (E) = EXISTINGIs
<br /> ) " which shown and described hy but
<br /> U.G. = UNDERGROUND does not authorize or approve any omission
<br /> F.G. = FIBERGLASS c or deviation of requirements of State laws or
<br /> F.O.S. = FUEL OIL SUCTION local Ordinances.
<br /> F.O.D. = FUEL OIL DELIVERY
<br /> PROPERTY LINE EON. = FUEL OIL VENT
<br /> N0. REVISIONS /.AUTHORIZAOONS DATE BY
<br /> DRAW NOS PREPARED FOR
<br /> SITE PUN PACIFIC � ElELL
<br /> S40RAVENTO. 0 F.
<br /> sGALe 1"=10' UNDERGROUND TANK REPLACEMENT
<br /> NOTE:
<br /> EXISTIf�Gj^UNDERGROUND TELEPHONE CAET1."u -'Q-R, OQNjJ)UIT,._f STOCKTON MAIN
<br /> USE-EXTREME CAUTION-WHEN EXCAVATING IN ANY SUCH AREA. 345 NORTH SAN JOAQUIN STREET, STOCKTON, CA
<br /> HAND DIGGING MAY BE REQUIRED. THE TELEPHONE COORDINATOR UE-042 SKTNCA01
<br /> MUST BE NOTIFIED 72 HOURS PRIOR TO START OF ANY EXCAVATING.
<br /> DATE 7'1'9' DRAWN BY Ss
<br /> PROJECT ENGINEER CHECKED BY
<br /> ENGINEERING AND ENVIRONVENTAL SFROCFS EST/RO NO. UE1701E SHEET 1 OF 10 SHEETS
<br /> 3150 AUBURN BLVD., SUITE A, SACRAMENTO, CA 95827 APPROVED DRAWING NGMBER
<br /> (916) 485-7222 Y—UE042-01 —9306FM — 1
<br /> W- 4ANAGER
<br />
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