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PAVEMENTS BEING REPLACE SHALL BE IN KIND WITH <br />CONCRETE DRIVE <br />CONCRETE BEING A MINIMUM OF 6" THICK 5.5 SACK <br />SMOOTH FINI@ <br />PER CUBIC YARD. #5 X 18" DOWEL INTO ADJACENT <br />6" THICK <br />CONCRETE 6" DEEP IN CENTER OF SLAB AT 24" CENTERS. <br />¢O <br />0' <br />#4 REBAR AT 12" CENTERS LONGITUDINALLY. PARTIAL <br />6' S.T. X 8'-0" FILLED WITH CONCRETE <br />TANK SLAB REPLACEMENT AND DISPENSER PEDISTALS <br />PRIMED 8' PAINTED YELLOW <br />SAME AS TRENCHES ACCEPT THE REINFORCEMENT SHALL <br />OWNER MY ELECT TO REUSE EXISTING <br />BE #4 AT 12" CCEW. <br />LOCATIONS AT EACH END MANDATORY <br />CONCRETE PAVEMENT OR SLAB---, SAW CUT PAVEMENTS, typ. <br />INSIDE OPTIONAL <br />WRAP WITH 30# <br />PEA GRAVEL <br />PRODUCT PIPING <br />PER NFPA 30A 2015 EDITION <br />NATIVE SOIL <br />O adequate protection CONCRETE FOOTING <br />PEA GRAVEL NFPA 30 2018 EDITION 16" DIA. X 48" DEEP <br />O P <br />para. 27.6.5.4 cover 12" <br />6" MINIMUM SPACE, FROM NATIVE SOIL, OTHER <br />PIPING & PAVEMENTS. TYPICAL FOR ALL PIPING <br />revisions <br />4/10/18 <br />4/17/18 <br />(N) FUEL DISPENSER <br />ltypical of 4 <br />see E -list mfg. cuts <br />IN THE EVENT ELECTRICAL CONDUIT IS TO OCCUPY THE SAME TRENCH THE FILLNAPOR RISERS ARE BOLLARD & PEDESTAL DETAILLL Z <br />IT SHALL BE SEPARATED FROM THE PRODUCT PIPING BY 3" IN A MANHOLE ON THIS LU a' <br />✓ter Yrn www- PROJECT d <br />ALL NEW CONCRETE REPLACEMENT SHALL BE J y <br />TRENCH & SLAB REPAIIW 5.0 SACK CEMENT PER CUBIC YARD W > w <br />✓- 6" THICK min. CONCRETE SLAB W/#4 REBAR @12" _ <br />�rema <br />main c to c ea way centered in slab <br />(E) FF--(E) GAGE will remain <br />I <br />ANNULAR RIS <br />8'-0' <br />PEA GRAVEL TO SUB GRADE <br />8'-0" <br />—12" PEA GRAVEL BED typ. <br />TANK EXCAVATION & BACKFILL DETAIL <br />10,000 D.W. <br />PEA GRAVEL <br />PEA GRAVEL <br />CONCRETE DRIVE <br />�N <br />0 <br />4-6"F <br />6"SLAB <br />6" THICK <br />2 EA # 5 REB 4 SIDES OF SUMPS <br />¢O <br />0' <br />pass inte t 12" typical all sumps <br />PEDESTAL 4'W X 6' L X 7.5"H <br />W <br />0 <br />------ ------------ ----- <br />ONCRETE <br />WO <br />Q <br />d <br />1-- <br />----- -------------------- ------ <br />LLI <br />z r` <br />U <br />z s <br />(N) UDC, typ. of 2 (,MIN. 6" SPACE.) <br />ALL SIDES <br />Q <br />F- CO <br />Ix 0)see <br />W <br />E -list & CUTS <br />< Q <br />jiz <br />'e <br />caO <br />Z d <br />EAGRAVEL <br />E g <br />a <br />IL U <br />LLJ <br />m PEA GRAVEL <br />7Z) <br />tu�i� <br />U <br />W <br />r}i1 <br />$ <br />V <br />U <br />w <br />IN THE EVENT ELECTRICAL CONDUIT IS TO OCCUPY THE SAME TRENCH THE FILLNAPOR RISERS ARE BOLLARD & PEDESTAL DETAILLL Z <br />IT SHALL BE SEPARATED FROM THE PRODUCT PIPING BY 3" IN A MANHOLE ON THIS LU a' <br />✓ter Yrn www- PROJECT d <br />ALL NEW CONCRETE REPLACEMENT SHALL BE J y <br />TRENCH & SLAB REPAIIW 5.0 SACK CEMENT PER CUBIC YARD W > w <br />✓- 6" THICK min. CONCRETE SLAB W/#4 REBAR @12" _ <br />�rema <br />main c to c ea way centered in slab <br />(E) FF--(E) GAGE will remain <br />I <br />ANNULAR RIS <br />8'-0' <br />PEA GRAVEL TO SUB GRADE <br />8'-0" <br />—12" PEA GRAVEL BED typ. <br />TANK EXCAVATION & BACKFILL DETAIL <br />10,000 D.W. <br />PEA GRAVEL <br />PEA GRAVEL <br />U) <br />�N <br />W <br />� LL <br />2 EA # 5 REB 4 SIDES OF SUMPS <br />pass inte t 12" typical all sumps <br />0 <br />WO <br />c E� <br />1-- <br />g <br />FB <br />U <br />z s <br />N <br />U <br />jiz <br />'e <br />caO <br />O <br />E g <br />LLJ <br />U <br />t� <br />r}i1 <br />$ <br />NXJ <br />w <br />w. 11/30/2017 <br />R.S.EAGAN <br />17-474 <br />17474F7.4 <br />F-7 <br />EXCAVATION & CONCRETE <br />