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SIDE VIEW <br />CUTAWAY <br />07, all <br />• r <br />24" CAST IRON FRAME <br />& COVER WITH GASKET <br />GAS TIGHT W7H <br />BITUMASTIC SEALER <br />VARIABLE <br />VARIABLE <br />36-12" <br />MINI UM <br />32" <br />DIA. <br />\— COMPACTED FILL <br />r, ""D <br />BOX WEIGHT: 1250 LBS. <br />BOX DESIGN LOAD: H-20 TRAFFIC <br />SAMPLE BOX MUST BE PLACED ON <br />SUITABLE BASE OF COMPACTED SOIL <br />OR UNDISTURBED EARTH IN TRAFFIC <br />CONDITION. FOR COMPLETE DESIGN <br />AND PRODUCT INFORMATION, <br />CONTACT JENSEN PRECAST. <br />SHOWN 6. FILL w/ CLEAN WATER <br />WITH PIPE PRIOR TO START UP OF <br />(AFTER SYSTEM <br />INSTALLATION) 7. CONTRACTOR TO SUPPLY & <br />INSTALL ALL PIPING & <br />AMPLING BOX <br />8. GRAY WATER ONLY, BLACK <br />WATER SHALL BE CARRIED <br />BY SEPARATE SIDE SEWER <br />JTSIDE INSIDE <br />PIPE( �,��,CTOR <br />PIPE CONNECTOR <br />CAST INTEGRALLY <br />IN WALL.WILL ACCEPT <br />PIPE O.D. (INCHES) <br />MIN. MAX. <br />4.25 6.25 <br />SEE Z---LOK PIPE CONNECTOR PAGE <br />FOR ADDITIONAL INFORMATION <br />SAMPLING BOX DETAIL <br />11rail #xqq <br />1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH fc = 4500 psi <br />2. REBAR: ASTM A-615 GRADE 60 <br />3. MESH: ASTM A-185 GRADE 65 <br />4. DESIGN: ACI -318-83 BUILDING CODE <br />ASTM C-857 "MINIMUM STRUCTURAL DESIGN <br />LOADING FOR UNDERGROUND PRECAST CONCRETE <br />UTILITY STRUCTURES" <br />5. LOADS: H-20 TRUCK WHEEL w/ 30% IMPACT PER AASHTO <br />6. FILL w/ CLEAN WATER PRIOR TO START UP OF SYSTEM <br />7. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES <br />8. GRAY WATER ONLY, BLACK WATER SHALL BE CARRIED BY <br />SEPARATE SIDE SEWER <br />(OVERALL LENGTH) <br />8'-2" <br />INL E <br />m <br />e_ V L_lv 2%MIN. SLOPE <br />PLAN VIEW (TOP) <br />s <br />ADJUST TO GRADE <br />& ADD RINGS <br />AS NEEDED <br />LEANOUT <br />-2"VENT CONN. <br />PRECAST BAFFLE <br />4" THK <br />TEE <br />GROUT ALL ARND <br />BOTH SIDES <br />2/3 LENGTH <br />SEC TIDN VIEW <br />-24"0 CAST IRON FRAME & <br />COVER AIR & GAS TIGHT WITH <br />BITUMASTIC SEALER (TYP.; <br />SLOT <br />1/3 LENGTH <br />24" <br />MIN. <br />N.T.S.2 I GREASE INTERCEPTOR DETAIL <br />CLEANOUT <br />RUNNING <br />TRAP-, <br />VG <br />AP <br />17U TL ET <br />T CONN. <br />MIN <br />2'-1" MAX <br />SAMPLE BOX <br />JENSEN # 2432Z <br />12" MIN. COVER OVER <br />INTERCEPTOR <br />Abossein <br />Engineering, <br />N.T.S. 1 �. L. C. <br />MFMANICAL - FLECTRICAL <br />CIVIL --- LEED <br />FIRE PROTECTION <br />18465 NE 68TH ST <br />RFDMOND, WA 98052 <br />PH: (425) 462-9441 <br />FAX: (425) 462-9451 <br />F -Mail: covackbosschcom <br />www.abossein.com <br />CLIENT <br />BP WEST COAST PRODUCTS, LLC <br />G HACK <br />�- s <br />4 � <br />Oso Z <br />kp <br />G ENGI <br />18215 72ND AVENUE SOUTH <br />KENT, WA 98032 <br />(425)251--6222 <br />(425)251-8782 FAX <br />CML ENGINEERING, LAND PLANNING, <br />SURVEYING, ENVIRONMENTAL SERVICES <br />NOTES: <br />AS REQUIRED <br />1. CONCRETE: 28 DAY <br />(AT EXTRA COST) <br />COMPRESSIVE STRENGTH <br />FA3- <br />fc = 4500 psi <br />2. REBAR: ASTM A-615 GRADE <br />-2432-03 RISER --Y <br />60 <br />X432-06 RISER -6" <br />X432-12 RISER -12" <br />3. MESH: ASTM A-185 GRADE 65 <br />4. DESIGN: ACI -318-83 BUILDING <br />-. <br />CODE <br />FAA- <br />ASTM C-857 "MINIMUM <br />32" <br />STRUCTURAL DESIGN <br />1 � <br />LOADING FOR <br />IN <br />UNDERGROUND <br />PRECAST CONCRETE <br />PIPE CONNECTOR <br />UTILITY STRUCTURES" <br />SEE DETAIL <br />BELOW <br />5. LOADS: H-20 TRUCK <br />WHEEL w/ 30% IMPACT <br />PER AASHTO <br />SHOWN 6. FILL w/ CLEAN WATER <br />WITH PIPE PRIOR TO START UP OF <br />(AFTER SYSTEM <br />INSTALLATION) 7. CONTRACTOR TO SUPPLY & <br />INSTALL ALL PIPING & <br />AMPLING BOX <br />8. GRAY WATER ONLY, BLACK <br />WATER SHALL BE CARRIED <br />BY SEPARATE SIDE SEWER <br />JTSIDE INSIDE <br />PIPE( �,��,CTOR <br />PIPE CONNECTOR <br />CAST INTEGRALLY <br />IN WALL.WILL ACCEPT <br />PIPE O.D. (INCHES) <br />MIN. MAX. <br />4.25 6.25 <br />SEE Z---LOK PIPE CONNECTOR PAGE <br />FOR ADDITIONAL INFORMATION <br />SAMPLING BOX DETAIL <br />11rail #xqq <br />1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH fc = 4500 psi <br />2. REBAR: ASTM A-615 GRADE 60 <br />3. MESH: ASTM A-185 GRADE 65 <br />4. DESIGN: ACI -318-83 BUILDING CODE <br />ASTM C-857 "MINIMUM STRUCTURAL DESIGN <br />LOADING FOR UNDERGROUND PRECAST CONCRETE <br />UTILITY STRUCTURES" <br />5. LOADS: H-20 TRUCK WHEEL w/ 30% IMPACT PER AASHTO <br />6. FILL w/ CLEAN WATER PRIOR TO START UP OF SYSTEM <br />7. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES <br />8. GRAY WATER ONLY, BLACK WATER SHALL BE CARRIED BY <br />SEPARATE SIDE SEWER <br />(OVERALL LENGTH) <br />8'-2" <br />INL E <br />m <br />e_ V L_lv 2%MIN. SLOPE <br />PLAN VIEW (TOP) <br />s <br />ADJUST TO GRADE <br />& ADD RINGS <br />AS NEEDED <br />LEANOUT <br />-2"VENT CONN. <br />PRECAST BAFFLE <br />4" THK <br />TEE <br />GROUT ALL ARND <br />BOTH SIDES <br />2/3 LENGTH <br />SEC TIDN VIEW <br />-24"0 CAST IRON FRAME & <br />COVER AIR & GAS TIGHT WITH <br />BITUMASTIC SEALER (TYP.; <br />SLOT <br />1/3 LENGTH <br />24" <br />MIN. <br />N.T.S.2 I GREASE INTERCEPTOR DETAIL <br />CLEANOUT <br />RUNNING <br />TRAP-, <br />VG <br />AP <br />17U TL ET <br />T CONN. <br />MIN <br />2'-1" MAX <br />SAMPLE BOX <br />JENSEN # 2432Z <br />12" MIN. COVER OVER <br />INTERCEPTOR <br />Abossein <br />Engineering, <br />N.T.S. 1 �. L. C. <br />MFMANICAL - FLECTRICAL <br />CIVIL --- LEED <br />FIRE PROTECTION <br />18465 NE 68TH ST <br />RFDMOND, WA 98052 <br />PH: (425) 462-9441 <br />FAX: (425) 462-9451 <br />F -Mail: covackbosschcom <br />www.abossein.com <br />CLIENT <br />BP WEST COAST PRODUCTS, LLC <br />G HACK <br />�- s <br />4 � <br />Oso Z <br />kp <br />G ENGI <br />18215 72ND AVENUE SOUTH <br />KENT, WA 98032 <br />(425)251--6222 <br />(425)251-8782 FAX <br />CML ENGINEERING, LAND PLANNING, <br />SURVEYING, ENVIRONMENTAL SERVICES <br />SEAL• <br />DEVELOPMENT INFORMATION: <br />ARCO NTI <br />AM/PM <br />FUEL CANOPY W/ 8 MPD'S <br />SITE ADDRESS' <br />NWC CHEROKEE RD <br />Q NEWTON RD <br />SAN JOAOUIN COUNTY, CALIFORNIA <br />FACILITY # TBD <br />DaIc�ED BY: _ <br />AwANOE z�D1I: <br />CHECKED B1M1 <br />W REPM: <br />DRAWN'r <br />AWANCE PM: <br />FA3- <br />PROJECT NO: <br />18068 <br />FA3-_� <br />mm <br />M <br />-. <br />FAA- <br />IN <br />- <br />SEAL• <br />DEVELOPMENT INFORMATION: <br />ARCO NTI <br />AM/PM <br />FUEL CANOPY W/ 8 MPD'S <br />SITE ADDRESS' <br />NWC CHEROKEE RD <br />Q NEWTON RD <br />SAN JOAOUIN COUNTY, CALIFORNIA <br />FACILITY # TBD <br />DaIc�ED BY: _ <br />AwANOE z�D1I: <br />CHECKED B1M1 <br />W REPM: <br />DRAWN'r <br />AWANCE PM: <br />VERSION: <br />PROJECT NO: <br />18068 <br />DRAWING TITLE: <br />PLUMBING <br />DETAILS <br />SHEET NO: <br />P6.2 <br />