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Home My WebLink About04100033 Building PlansWA R x Petroleum LLC Findlay, Ohio 45840 4r . , .. i 234.23' p7N._89°50'55" E. , Sl�g�"' ; fid el -117, ie\ tu,. a_ NSI? SPS cA�'4\ a.dv 1'I �O`�1' P Gtr � SvI i ,�'`� (3)EXISTING TANKS TO REMAIN AF_1 --s PLUG VEI WV.R. PLUG PUMP O / FILL 'I EXISTING EDGE OF DEVELOPED AREA I Li o � 0 0 o m Ln o N ° , O ps uiu rir CED-/ I I I I P/P U/U M P/U I I I _ 150.33 _ 25.00' N. 86°20'CW. 5.89°50`55" W. 11 j 1161 STREET LEGEND A. GENERAL NOTES: 1. GENERAL SCOPE OF WORK INCLUDES: PIPING REPLACEMENT AND SPILL CONTAINMENT. SEE NOTES, PLOT PLAN, AND OWNER'S STANDARD SPECIFICATIONS FOR SPECIFIC DETAILS. 2 COMPANIES RTOHLOCATE ALLALL BE UNDERGROUND UTILITYNSIBLE FOR NOTIFYING UNDERGR UNND UTTILITIES PRIOR TO ANY EXCAVATION. RESTORE TO ORIGINAL OR BETTER CONDITION ALL AREAS DISTURBED BY CONSTRUCTION. 4. SHOW ALL MODIFIED PIPING, CONDUIT RUNS, I)TILITIES AND ANY MODIFICATIONS MADE TO THE ORIGINAL DRAWINGS ON "AS -BUILT" PRINT AND TURN OVER TO OWNER'S REPRESENTNTIVE UPON COMPLETION. 5. REMOVE AND DISPOSE OF THE CONCRETE AND SOIL AS NECESSARY TO COMPLETE PROPOSED CONSTRUCTION. ANY IMPACTED SOILS ENCOUNTERED SHALL BE STOCKPILED AS SHOWN ON PLOT PLAN AND PER DIRECTION OF OWNER'S REPRESENTATIVE. UNLESS OTHERWISE DIRECTED, USE ALL EXCAVATED SOILS (OTHER THAN SOILS COVERED BY THE UNDERGROUND STORAGE TANK (UST) RENOVAL SCOPE OF WORK (SOW)) AS FILL, ON SITE, TO THE EXTENT POSSIBLE. ALL SOILS THAT CANNOT BE UTILIZED ON SITE SHALL BE STOCKPILED FOR FURTHER EVALUATION BY OWNER. THE UNIT PRICES PROVIDED IN THE UST REMOVAL SOW SHALL GOVERN THE LOADING, TRANSPORT,AND DISPOSAL OF THESE SOILS UNLESS OTHERWISE AGREED IN WRITING. PRIOR TO STOCKPILING SOILS, VERIFY WITH OWNER'S REPRESENTATIVE THE QUANTITY TO BE STOCKPILED. THESE "CLEAN" SOILS SHALL BE STOCKPILED SEPARATELY FROM UST REMOVAL SOW SOILS AND SHALL NOT BE COMMINGLED. STOCKPILED SOILS SHALL BE PLACED ON MINIMUM 6 MIL. VISQUEEN AND COVERED WITH 40' X 100' SHEETS OF 4 MIL. VISQUEEN. A SAND B.RM SHALL BE CONSTRUCTED AROUND ENTIRE PILE OF SOIL TO HOLD THE VI!SQIEEN DOWN. ALL SEAMS OR OVERLAPS IN THE VISQUEEN COVERING. SHALL BE SECURED WITH OLD TIRES OR EQUIVALENT. B. TANKS AND PRODUCT PIPING: I. THE PRODUCT DISPENSING PIPE SHALL BE SINGLEWALL FIBERGLASS PIPE. THE PIPE, APPURTENANCES, AND MISCELLANEOUS MATERIALS NECESSARY TO ASSEMBLE SYSTEM SHALL BE CONTRACTOR SUPPLIED. NECESSARY RELATED ITEMS AS LISTED ON DRAWING SERIES #S15 WILL BE OWNER SUPPLIED UNLESS SPECIFIED OTHERWISE. ALL PIPING AND EQUIPMENT SHALL BE INSTALLED IN SAME TRENCH AS EXISTING PIPING BY THE CONTRACTOR PER THE THIS PLAN, MANUFACTURER'S INSTALLATION INSTRUCTIONS, STANDARD SPECIFICATIONS, AND DIRECTION OF THE OWNER'S REPRESENTATIVE. 2. PROVIDE PROPER DOCUMENTATION WITH PROPOSAL TO VERIFY THAT TANK AND PIPING SUBCONTRACTOR HAS PROPER INSTALLER CERTIFICATION REQUIRED BY THE STATE OF INDIANA. 3. PRIME AND PAINT FILL AND V/R MANHOLES COVERS PER COLOR CODE IN SPECIFICATIONS. 4. REMOVE AND DISPOSE OF MINIMAL PORTION OF EXISTING TANK 'SLAB. 5. UPGRADE TANKS TO INCLUDE SPILL CONTAINMENT AND STAGE I VAPOR RECOVERY PER STANDARD DRAWING SERIES #S15- 6. FURNISH AND INSTALL A NEW BALL VALVE AT EACH SUBMERSIBLE PUMP PER DRAWING #S15B. 7. ALL EXISTING PRODUCT PIPING THAT WILL NOT REMAIN IN SERVICE AFTER CONSTRUCTION SHALL BE REMOVED PER DIRECTION OF OWNER'S REPRESENTATIVE AND PER STATE AND LOCAL REGULATIONS. NEW CURBING CURBING TO REMAIN = CURBING TO BE REMOVED ------- TO BE REMOVED UNLESS OTHERWISE NOTED C. DISPENSER DETAILS: I. THE CONTRACTOR IS RESPONSIBLE FOR PURGING OF THE SYSTEM NECESSARY AT START UP. PURGING SHALL BE CONSIDERED COMPLETE ONLY IF PRECISION TEST CONFIRMS SYSTEM IS FREE OF AIR. COST OF ANY ADDITIONAL LINE TESTS DUE TO AIR IN THE LINES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. D. PAVING WORK DETAILS: 1. ALL PAVEMENT REMOVED FOR CONSTRUCTION, SOME DENOTED BY SHADED AREAS, SHALL BE SAW CUT TO PROVIDE A NEAT AND PROFESSIONAL APPEARANCE WHEN NEW PAVEMENT IS PLACED. ALL PAVEMENT REMOVED SHALL BE REPLACED WITH ORIGINAL TYPE PAVEMENT UNLESS DIRECTED OTHERWISE BY OWNER'S REPRESENTATIVE. NEW PAVEMENT SHALL BE AS DETAILED ON DRAWING #12 AND STANDARD SPECIFICATIONS. REMOVE AS MINIMAL AMOUNT OF CONCRETE AND PAVEMENT AS NECESSARY FOR CONSTRUCTION. 2. SHADED AREAS SHOW MINIMUM AMOUNT OF PAVEMENT TO BE REPLACED. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE ACTUAL REPLACEMENT QUANTITIES NECESSARY. ALL SUCH COSTS SHALL BE INCLUDED IN THE BASE BID. 3. PATCH TRENCHES IN CONCRETE AREAS WITH 5" THICK NORMAL STRENGTH CONCRETE AND TRENCHES IN ASPHALT AREAS USING 4" THICK NORMAL STRENGTH CONCRETE TO GRADE. BACKFILL MATERIAL SHALL MATCH EXISTING BACKFILL PER DIRECTION OF OWNER'S REPRESENTATIVE. REMOVE AND REPLACE PAVEMENT ADJACENT TO TRENCH AS NECESSARY TO MEET ANGLE OF REPOSE OF TRENCH WALL AND ENSURE COMPLETE BACKFILL AND COMPACTION. 4. PROVIDE CONCRETE JOINTS AS REQUIRED PER STANDARD SPECIFICATIONS. CONTROL JOINTS SHALL LIMIT CONTINUOUS CONCRETE SLAB AREAS TO APPROXIMATELY 12' X 12' SQUARES. LOCATION OF JOINTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO PLACEMENT. SEAL ALL JOINTS PER SPECIFICATIONS. SEE DRAWING #12 FOR DETAILS AND USE OF JOINTS. NOTE SPECIAL SAWCUT REQUIREMENTS ON TANK SLAB PER STANDARD 15 SERIES DRAWINGS. 5. CONSTRUCT PORTION OF CONCRETE TANK SLAB AND SAWCUT PER PLOT PLAN, STANDARD SPECIFICATIONS, AND DRAWING #S15A. DRAMIt# LIST: #8431-1 PLOT PLAN - 1996 CONSTRUCTION #12 YARD' EQUIPMENT INSTALLATION 8 PAVING DETAILS #S15A PRODUCT TANK INSTALLATION & MISC. DETAILS (SINGLE-WALL TANKS 8 PIPING) #5050 ISLAND & SLAB DETAILS I HEREBY CERTIFY THAT THESE DRAWINGS PREPARED BY MARATHON OIL COMPANY UNDER MY SUPERVISION SATISFY, TO THE BEST OF MY KNOWLEDGE, THE REQUIREMENTS OF APPLICABLE CODES AND GOOD ENGINEERING PRACTICE. DATE: As�lr/aand LTHON REVISIONS DRFTR CHKR N0. - -- CONFIDENTIAL AND PROPRIETARY INFORMATION MARATHON ASHLAND PETROLEUM LLC MARATHON ASHLAND PETROLEUM LLC ALL RIGHTS RESERVED 1 I Marathon Ashland Petroleum LLC Findlay, Ohio 45840 Established 1998 w PLOT PLAN 0 BRAND - PRODUCT PIPING REPLACEMENT Z 2810 EAST 116th STREET AND KEYSTONE AVENUE HAMILTON COUNTY a CARMEL, INDIANA W SCALE 1" = 201-011 DATE FILE 2089 Uj DRFTR C. ZACHRICH 1-5-96 NO- 0.HKR H _KR B R: 1996 DGNR RVWR DWG. N0. 8431-1 « FILMD