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4 <br />2=1 SLOPE <br />CTYP) <br />COMPACTED <br />BERM (TYP.) <br />DISCHARGE <br />PIPE FROM CLARIFIER <br />w <br />IV <br />z <br />w <br />I, I <br />Qz <br />U G.L.F. <br />U SLATS <br />/i/ CTYP) <br />32' 4' <br />2=1 SLOPE <br />CTYP) <br />----------- ---------------- <br />WET SLUDGE COMPACTED <br />BERM CTYP.) <br />LINER <br />COARSE SAND EXISTING PAD <br />':.. <br />3=1 SLOPE ,�; 3/4'GRAVEL <br />4' P.V.G. <br />PERFORATED PIPE <br />TYPICAL ANCHOR DETAIL <br />NTS <br />18' <br />20.000 GAL / <br />BUFFER TANK / <br />BY OTHERS / <br />8' DEEP / " —,\ 111 <br />M.N. / i TO AERATION TANK <br />P---- -------- <br />- — — — — — — — <br />jl <br />4" PIPE <br />GRAVITY DRAIN TO BUFFER TANK <br />a <br />a <br />AI <br />II <br />II <br />b <br />TYPICAL SECTION <br />II <br />OIr <br />SLUDGE DRYING <br />I <br />w <br />ILI0 <br />o <br />BED <br />' <br />N.T.S. <br />a <br />TRENCH CUT BY TRENCHING <br />J <br />MACHINE. IN5ERT LINING, <br />0 <br />0l <br />QII <br />BACKFILL AND COMPACT <br />TOP OF SLOPE <br />12" <br />�— — -i <br />- <br />LINING <br />I <br />LINING <br />ao <br />LINING TO LINING <br />4" P.V.G. ADHESIVE <br />PERFORATED <br />STABLE COMPACTED <br />PIPE PIPE BOOT <br />i SUBSTRATE <br />G" RAD <br />MIN <br />- -- - STEEL PIPE <br />- ------------------- <br />METAL TO <br />LINING <br />ADHESIVE <br />4" WIDE <br />r0 <br />12" <br />SEE NOTE <br />NOTE= <br />N <br />STABLE. COMPACTED <br />>r4 WIDE 5TAINLE5 GLEAN PIPE THOROUGHLY AT <br />SOL <br />®m0©®��� <br />STEEL BAND <br />AREA OF ADHESIVE APPLICATION <br />TYPICAL ANCHOR DETAIL <br />NTS <br />18' <br />20.000 GAL / <br />BUFFER TANK / <br />BY OTHERS / <br />8' DEEP / " —,\ 111 <br />M.N. / i TO AERATION TANK <br />P---- -------- <br />- — — — — — — — <br />jl <br />FROM SLUDGE BfD DRAIN = � SCREEN BOX <br />III <br />FORCE MAIN SEWER <br />z <br />II <br />II <br />a <br />a <br />AI <br />II <br />II <br />b <br />a <br />II <br />OIr <br />I <br />w <br />ILI0 <br />o <br />II <br />FROM SLUDGE BfD DRAIN = � SCREEN BOX <br />III <br />FORCE MAIN SEWER <br />OUTLET DETAIL <br />NTS <br />AIR BLOWER <br />CBY OTHERS) <br />i I <br />YARD PIPING AT BUFFER TANK <br />NTS CBUffER TANK BY OTHER5) <br />ROSE'S ENGINEERING — GEOLOGY & SURVEY INC. <br />9070 ELK GROVE BLVD. ELK GROVE, CALIFORNIA 95624 <br />(916) 686-5445 <br />PROJECT: <br />WASTEWATER AND RECLAMATION SYSTEM <br />FRENCH CAMP GOLF & RV PARK <br />FRENCH CAMP CA, <br />VALVE BOX AND RISER INSTALLATION <br />NOTES � i,-Rx2•SQ. <br />1. SET VALVE BOX TO FINAL FINISHED GRADE OR <br />ABOVE GRADE IN UNIMPROVED EA5EMENT AREA <br />FINISHED GRADE <br />BOX SET ON (2) �'a" <br />GALVANIZED STEEL PIPES <br />EXTENDED AGRO55 TRENCH <br />AND INTO UNDISTURBED 50L <br />PRECAST CONCRETE VALVE BOX <br />WITH METAL TRAFFIC LID MARKED <br />'WATER" <br />3• MM. OVERLAP <br />GATE VALVE <br />8" PVC G900 RISER PIPE <br />SHEET TITLE: <br />YARD FACILITYS <br />AND DETAILS <br />77/e•O.Dx4'4•R <br />OR <br />57WO.D.xk4R <br />-4"4' 5TEEL PIPE <br />;'4R x 211'2•5Q. <br />VALVE OPERATNfa NUT EXTEN51ON <br />REQUIRED WHERE VALVE NUT 15 IN £XGE55 <br />Of 30• DEEP 5ELOW FNI5H GRADE. <br />NOTE= U5E 8' 111 M TRAFFIC AREA <br />FROM LIFT <br />STATION <br />SURVEYED BY: <br />DRAWN BY: <br />DESIGNED BY: <br />CHECKED BY: <br />II <br />II <br />a <br />AI <br />II <br />II <br />o <br />II <br />I <br />I <br />o <br />II <br />' <br />a <br />J <br />6-� <br />0 <br />0l <br />QII <br />I <br />OUTLET DETAIL <br />NTS <br />AIR BLOWER <br />CBY OTHERS) <br />i I <br />YARD PIPING AT BUFFER TANK <br />NTS CBUffER TANK BY OTHER5) <br />ROSE'S ENGINEERING — GEOLOGY & SURVEY INC. <br />9070 ELK GROVE BLVD. ELK GROVE, CALIFORNIA 95624 <br />(916) 686-5445 <br />PROJECT: <br />WASTEWATER AND RECLAMATION SYSTEM <br />FRENCH CAMP GOLF & RV PARK <br />FRENCH CAMP CA, <br />VALVE BOX AND RISER INSTALLATION <br />NOTES � i,-Rx2•SQ. <br />1. SET VALVE BOX TO FINAL FINISHED GRADE OR <br />ABOVE GRADE IN UNIMPROVED EA5EMENT AREA <br />FINISHED GRADE <br />BOX SET ON (2) �'a" <br />GALVANIZED STEEL PIPES <br />EXTENDED AGRO55 TRENCH <br />AND INTO UNDISTURBED 50L <br />PRECAST CONCRETE VALVE BOX <br />WITH METAL TRAFFIC LID MARKED <br />'WATER" <br />3• MM. OVERLAP <br />GATE VALVE <br />8" PVC G900 RISER PIPE <br />SHEET TITLE: <br />YARD FACILITYS <br />AND DETAILS <br />77/e•O.Dx4'4•R <br />OR <br />57WO.D.xk4R <br />-4"4' 5TEEL PIPE <br />;'4R x 211'2•5Q. <br />VALVE OPERATNfa NUT EXTEN51ON <br />REQUIRED WHERE VALVE NUT 15 IN £XGE55 <br />Of 30• DEEP 5ELOW FNI5H GRADE. <br />NOTE= U5E 8' 111 M TRAFFIC AREA <br />FROM LIFT <br />STATION <br />SURVEYED BY: <br />DRAWN BY: <br />DESIGNED BY: <br />CHECKED BY: <br />NOTES <br />BUFFER TANK <br />LID <br />SCREEN BOX <br />1. THRUST BLOCKS TO BE CONSTRUCTED OF CLASS "B" CONCRETE <br />2. AREAS GIVEN ARE FOR CLASS 150 PIPE AT TEST PRESSURE OF 150 <br />P.S.F. IN SOIL WITH 2000 P.S.I. BEARING CAPACITY. <br />INSTALLATIONS USING DIFFERENT PIPE, TEST PRESSURES, AND OR <br />SOIL TYPES SHOULD ADJUST AREAS ACCORDINGLY, <br />SUBJECT TO APPROVAL OF ENGINEER. <br />3. BLOCKS TO BE POURED AGAINST UNDISTURBED SOIL. <br />4. JOINTS AND FACE OF PLUGS TO BE KEPT CLEAR OF CONCRETE. <br />NOTE= <br />SCREEN BOX CAN Bf GLEANED OR <br />LIFTED OUT OF TANK LID AND GLEANED <br />RWF <br />JWF <br />RPR <br />DATE: SEP 94 <br />SCALE: AS NOTED <br />SHEET No. <br />2 <br />OF <br />' <br />a <br />J <br />6-� <br />ao <br />®000©�a�a�a <br />. <br />®m0©®��� <br />NOTES <br />BUFFER TANK <br />LID <br />SCREEN BOX <br />1. THRUST BLOCKS TO BE CONSTRUCTED OF CLASS "B" CONCRETE <br />2. AREAS GIVEN ARE FOR CLASS 150 PIPE AT TEST PRESSURE OF 150 <br />P.S.F. IN SOIL WITH 2000 P.S.I. BEARING CAPACITY. <br />INSTALLATIONS USING DIFFERENT PIPE, TEST PRESSURES, AND OR <br />SOIL TYPES SHOULD ADJUST AREAS ACCORDINGLY, <br />SUBJECT TO APPROVAL OF ENGINEER. <br />3. BLOCKS TO BE POURED AGAINST UNDISTURBED SOIL. <br />4. JOINTS AND FACE OF PLUGS TO BE KEPT CLEAR OF CONCRETE. <br />NOTE= <br />SCREEN BOX CAN Bf GLEANED OR <br />LIFTED OUT OF TANK LID AND GLEANED <br />RWF <br />JWF <br />RPR <br />DATE: SEP 94 <br />SCALE: AS NOTED <br />SHEET No. <br />2 <br />OF <br />