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op <br /> ROBISON <br /> ENGINEERING, INC <br /> 19401 40TH AVE W.,SUITE 302 <br /> LYNNWOOD,WA 98036 <br /> 206-364.3343 TEL <br /> CONTACT:MARK MANGLICMOT <br /> ()FESS/pN <br /> D. Rn�q�� <br /> � � z <br /> w o. M-28712 M <br /> - 0-19 <br /> �FCHAN\CP <br /> F <br /> OF CA��F� <br /> Seal 03-22-18 <br /> NOTES: <br /> 1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH fc=4500 psi bp <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 /> SAMPLE BOX <br /> GROUT BOTH SIDES SEE DETAIL 2/P6.2 <br /> CLEANOUT Q <br /> CLEANOUT PRECAST BAFFLE <br /> 4"THK - ~ <br /> M <br /> D <br /> + + - + - + <br /> U) <br /> � z � <br /> O a_ <br /> �„ w <br /> / >Lli <br /> CD <br /> Lz <br /> 24"0 ACCESS HOLE RUNNING TRAP o <br /> 3 PLCS J <br /> D <br /> M <br /> J <br /> Q <br /> SLOT ~ <br /> 2"VENT BOTH SIDES 00 <br /> LU <br /> 24" CAST IRON FRAMEQ N <br /> & COVER WITH GASKET NOTES: o <br /> GAS TIGHT WITHCD <br /> BITUMASTIC SEALER AS REQUIRED 1. CONCRETE: 28 DAY 2"VENT 20 VENT <br /> COMPRESSIVE STRENGTH 2/oMIN. SLOPE a a a a a a a a <br /> VARIABLE (AT EXTRA COST) f'c-4500 psi PLAN VIEW (TDP) <br /> 2. REBAR: ASTM A-615 GRADE <br /> � 2432-03 RISER-3" 60 <br /> � 2432-06 RISER-6" 3. MESH: ASTM A-185 GRADE 65 24"0 CAST IRON FRAME & <br /> VARIABLE 24 2432-12 RISER-12" ADJUST TO GRADE <br /> DIA. 4. DESIGN: ACI-318-83 BUILDING &ADD RINGS COVER AIR & GAS TIGHT WITH <br /> 36-1 2" BITUMASTIC SEALER (TYP.) <br /> MINIMUM CODE AS NEEDED <br /> ASTM C-857 "MINIMUM <br /> 32" STRUCTURAL DESIGN CLEANOUT <br /> 12' <br /> 17" LOADING FOR 2"VENT CONN. 24" CLEANOUT <br /> SIDE VIEW UNDERGROUND MIN. <br /> CUTAWAY 32» T PRECAST CONCRETE <br /> DIA. PIPE CONNECTOR UTILITY STRUCTURES" 1 \\\j�\\/�\jam\� O j <br /> SEE DETAIL 5. LOADS: H-20 TRUCK <br /> BELOW <br /> BELOW nF RUNNING Q Z C4 <br /> WHEEL w/30% IMPACT I 5���/���/ <br /> COMPACTED FILL SHOWN <br /> PER AASHTO - TRAP W > cM <br /> OR UNDISTURBED WITH PIPE 6. FILL w/CLEAN WATER O <br /> PRIOR TO START UP OF Q Q Q Lo <br /> EARTH (AFTER SYSTEM __ 7 0) <br /> INLET <br /> INSTALLATION) 7. CONTRACTOR TO SUPPLY& � 0 - L M <br /> INSTALL ALL PIPING & O Q <br /> AMPLING BOX PRECAST BAFFLE DU�T QU <br /> T U 8. GRAY WATER ONLY, BLACK 4" THK <br /> in <br /> # J �j <br /> AMS WATER SHALL BE CARRIED W ' Q <br /> BY SEPARATE SIDE SEWER 2"VENT CONN. U <br /> "' W 0 1— W W <br /> zo <br /> o 1'-1" MIN W <br /> U <br /> VARIABLE OUTSIDE INSIDE �, 2'-1" MAX z <br /> SAMPLE BOX LL Q <br /> TEE JENSEN #2432Z O Q <br /> DETAIL <br /> BOX WEIGHT: 1250 LBS. PIPE(�ON�E)CTOR _ 12" MIN. COVER OVER U z <br /> BOX DESIGN LOAD: H-20 TRAFFIC PIPE CONNECTOR INTERCEPTOR w Q <br /> CAST INTEGRALLY U) <br /> SAMPLE BOX MUST BE PLACED ON IN WALL. WILL ACCEPT GROUT ALL ARND <br /> SUITABLE BASE OF COMPACTED SOIL PIPE O.D. (INCHES) BOTH SIDES SLOT <br /> OR UNDISTURBED EARTH IN TRAFFIC MIN. MAX. <br /> CONDITION. FOR COMPLETE DESIGN 4.25 6.25 2/3 LENGTH 1/3 LENGTH <br /> AND PRODUCT INFORMATION, SEE Z—LOK PIPE CONNECTOR PAGE <br /> CONTACT JENSEN PRECAST. FOR ADDITIONAL INFORMATION SECTION VIEW <br /> N.T.S. 1 Project Number <br /> SAMPLING BOX DETAIL N.T.S. 2 <br /> GREASE INTERCEPTOR DETAIL SPA16002.0 <br /> Sheet Name <br /> PLUMBING <br /> DETAILS <br /> Sheet Number <br /> P6m2 <br />