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RUN 3" MARKER TAPE Lawrence Livermore <br />24" CAST IRON FRAME 18" ABOVE UTILITY OR CONCRETE <br />G�p National Laboratory &COVER WITH GASKET 24"MIN. BELOW GRADE <br />SIDE VIEW F�� (GASTIGHT), OPTIONAL <br />AS REQUIRED 6" WIDE x 8" DEEP P.O. Box 808 Livermore, California 94551 <br />(CUTAWAY) �� AT EXTRA COST. (AT EXTRA COST) PLAN VIEW <br />CONCRETE COLLAR, AC PAVING project management office <br />AB* , Av , AI3' F< <br />_ -- r 1, 3000 PSI W/(2)3 <br />-v �- 2432-03 3' MIN. IN PAVED - �' �. 6 MIN' REBAR HOOPS, 3"CLR, AGGREGATE BASE <br />A VARIABLE � RISER -3" AREA OR CONCRETE ;• '� COMPACTED FINISHED GRADE 2" TYP. <br />5" MINIMUM 2432-06 CAP REQUIRED / BACKFILL PER , <br />/ PAVING <br />2 MIN. OR RECOMMENDATIONS <br />RISER-fi CONCRETE Consultants <br />OF SOILS REPORT./\�� <br />CAP REQUIRED % .. SUBGRADE : , <br />SCREW TYPE CAP r K <br />24 DIA. CLEAR , 2 MIN `� 6 MIN. TRENCH BACKFILL KIER+WRIGHT <br />» fi » <br />OPENING EACH END 6 ! HAND TAMPED SEE DETAIL 2/C502 <br />CLEAN OUT BOX BACKFILL TO 90% CONCRETE <br />i 4" INLET &OUTLET `o <br />�. CLEAN SAND OR ( ) <br />h ,� � � SEE NOTE RELATIVE COMPACTION <br />PIPE AND FITTINGS STANDARD �1' ' <br />250 Cherry Lane, Suite 107, 208 Phone: (209) 328-1123 <br />4" TO 6" GRAVEL WITH MAX WYE BRANCH FOR INSTALL VERTICALLY f PIPE PER Manteca CA 95337 www.kiervvrlght.com <br />CUT TO LENGTH ervvrlght.com <br />BEDDING - PARTICLE SIZE INTERMEDIATE CLEANOUTS PLAN <br />OF 1/2" WITHIN 10' PIPE BEDDING <br />..�'�4 _ 1/8TH BEND <br />SEE DETAIL 2/C502 <br />FROM BUILDING; <br />P M <br />COMPACT TO 95% <br />^1 _ 6' RCP SDR 35 PVC <br />�.. 1/8 BEND AT TERMINUS / <br />5' 4'-g„ OR HDPE PIPING. 4" MIN. LIMITS OF CONCRETE BUILDING SEWE7 <br />R ONLY <br />B f SEE STORM DRAIN 4"_25% CAP, IF REQUIRED. OR STORM DRAIN ELEVATION <br />f I PIPING NOTE 1N - PAVED AREAS ONLY <br />m O.D. MAX. <br />GRADING NOTES. <br />TERMINATE CLEAN-OUT AT CONCRETE CAP <br />4 PIPE BEDDING DETAIL CLOSEST JOINT TO SURFACE 10 <br />15-1 1 " "50 SCALE: NONE WITH TEMPORARY PLUG. <br />NOTES: C-50 SCALE: NONE <br />ALL CLEANOUT BOX LIDS SHALL BE AFTER ALL BACKFILL IS <br />COMPLETE AND SUB -GRADE <br />X30" 23•' <br />MARKED WITH A LETTER "S", OR THE MADE PAVED THE FINAL RISER <br />WORD "SEWER"; OR "SD", OR THE PIPE AND BOX SHALL BE SEE PLAN FOR OUTLET PIPE <br />r� TYP. WORDS "STORM DRAIN". INSTALLED AS SHOWN. DIAMETER <br />1*3CT�- �, 040" 2+ �I - , -j 2+� <br />4 11 PLAN VIEW 6" A I j PE Stamp <br />CLEAN-OUT TO GRADE I <br />N ' ' <br />TOP VIEW QwoVEssioy�i <br />(COVERS &RISERS REMOVED) C-50 SCALE: NONE j `, ' `; CUT OFF WALL '�`"��°�� �AH��t�yI <br />CONCRETE FLARED END - z <br />000 GALLONS. NON -TRAFFIC SECTION PER CALTRANS <br />LIQUID CAPACITY: 2, PEDESTRIAN LOADING DETAIL D948 v No. 6236 <br />BOX DESIGN LOAD: H-20 TRAFFIC 3", 6", AND 12" FIBERGLASS LID OPTION GRATE AND SOLID COVER OPTIONS AVAILABLE f <br />FROM 1 TO 6 OF SOIL COVER. 2 IMPORTED SAND 3040 GRADE RINGS BOLT DOWN COVER IN PEDESTRIAN AND TRAFFIC LOADED RATINGS r • <br />,� AVAILABLE SEE NOTE 1. m f: m s�gTf crv�� <br />4 CL.II AGGREGATE BASE GREEN OR BROWN of caLI <br />j l�• • 7 t '` r 1 d r <br />SEPTIC TANK @ 95% R.C. COLORS AVAILABLE <br />r <br />30" DIA. 1/2" FRAME SIDE BAR o ` <br />MAX <br />l '- <br />PLASTIC PIPE SEALS �- - r : SIMILAR <br />- ,� CONDITION AT Project Title <br />- FIT 3 AND 4 <br />A ✓ <br />SUBGRADE @ 95% R.C. -- - SMOOTH WALL -��r "° �( 8» PIPE OUTLET B889 COMPLEX -SECURITY <br />PER GEOTECH REPORT 0 10'5 <br />PLASTIC PIPE f ORGANIZATION RANGE <br />D SEPTIC TANK FOUNDATION 33„ 12" NO GROUTING GALVANIZED REPLACEMENT; SITE AND <br />REQUIREDSTEEL GRATE A� <br />B SEE NOTE 1. UTILITY IMPROVEMENT <br />JENSEN JP -2000 GAL JENSEN MODEL D-30 5.67D REV DWN CHK <br />2 SEPTIC TANK DETAIL 5 DISTRIBUTION BOX PIPE FRAME ANGLE PLAN No DATE REVISIONS BY BY <br />FOR <br />9/14/20 CONRELSTRUCTION ON SU13MfTTAL JQ/JP CH <br />C-50 SCALE: NONE C-50 SCALE: NONE LIFTING HOLE <br />PLAN CONCRETE FLARED END- � <br />FRAME AND GRATE SECTION PER CALTRANS 2'P�' <br />DETAIL D94B 2' <br />FINISHED GRADE, MOUND FOR SEE STRUCT SEE ARCH'L PLANS ADDITIONAL T. & G. <br />EXISTING GRADE ASSUMED SETTLEMENT OF 2" PLANS FOR I I 4D_ <br />JOINT (AS REQUIRED) <br />�- _ - ;_-� i, --- j- ,7--,� ----- SLAB AND I C PIPE OPENING CAST -IN g o <br />}, ; , SOILS REPORT PER PLANS 1 <br />12 FILTER !�' _ <br />FABRIC 6" MIN 24" MAX FOR PAD PREP I HEIGHT AS ISOMETRIC <br />VERLAP NATIVE MATERIAL I I Q�PFINISH GRADE REQUIRED MIRAFI FW -404 <br />BUILDING I I c��,F. Q� FORM SLOPED BOTTOM <br />(NO COMPACTION) FF-fi8fi.0 IN FIELD f GEOTEXTILE PER MFR <br />E....._---- <br />I I 1 RECOMMENDATIONS <br />— I 1 g 8 + PCC CUT <br />1 I I ALL UTILITIES 6„ CONCRETE FLARED END <br />SECTION A—A OFF WALL Des: S. Stroup 9/14/2020 <br />' SECTION PER CALTRANS <br />4" SCHED.40 PVC, 1 i I DESIGNED TO BE GROUT PIPE DETAIL D94B Dwn: J. Padilla, J. Quilantang 9/14/2020 <br />' " <br />S-0.002, 2MIN 1 <br />� � ABOVE FOOTING TYPICAL SECTION IN PLACE <br />ROCK ABOVE AND 1 � INFLUENCE <br />2• � Chk: C. Hayes 9/14/2020 <br />12"MIN ROCK BELOW 1 I DROP INLET TABLE NOTES: Mak �P�' PFN: Software: <br />3.5' MAX--�— .._-L-- <br />AT ALL TIM ES <br />I I <br />MIRAFI 140N I ,pro <br />`Ji FILTER FABRIC I ��• �� �h�` <br />IJ <br />1" TO 2 1/2" 12 <br />j CLEAN ROCK -------- — <br />8' MIN. TO�� <br />F GROUNDWATER BOTTOM OF FILTER BED TO BE <br />FIELD VERIFY SCARIFIED TO A DEPTH OF LIMIT OF TRENCHING <br />MODEL <br />°' <br />CPC <br />MODEL <br />NAME <br />A <br />B <br />C <br />IN <br />MM <br />IN <br />MM <br />IN <br />MM <br />CP1212 <br />EK <br />12 <br />300 <br />12 <br />1300 <br />4 <br />100 <br />CP1818 <br />CK <br />18 <br />450 <br />18 <br />450 <br />5 <br />125 <br />CP1824 <br />1K <br />18 <br />450 <br />24 <br />600 <br />5 <br />125 <br />CP2424 <br />2K <br />24 <br />600 <br />24 <br />600 <br />5 <br />125 <br />CP3636 <br />1M <br />36 <br />900 <br />36 <br />900 <br />6 <br />150 <br />CP48481 <br />1M <br />36 <br />900 <br />36 <br />900 <br />6 <br />150 <br />1.GALVANIZED STEEL GRATE <br />AND SOLID COVER OPTIONS <br />ANGULAR ROCK-ND,1,9 <br />r. <br />`Q' <br />089A-2019-001 <br />AutoCAD Civil 3D 2019 <br />Sheet Title <br />AVAILABLE IN PEDESTRIAN AND <br />BACKFILL MATERIAL METHOD <br />TRAFFIC LOAD RATINGS. SDJB <br />B PLACEMENT PER SECTION <br />k <br />TO HAVE SOLID COVERS AND <br />CATCH BASINS TO HAVE <br />72 OF THE CALTRANS <br />STANDARD SPECIFICATIONS <br />i 2' I . <br />CONSTRUCTION DETAILS <br />GRATES WITH 1/2"MAX <br />SLOPE PROTECTION. PLACE <br />_ <br />OPENINGS, CONTACT JENSEN <br />ROCK ON MIRAFI 110ON <br />PRECAST OR SIMILAR <br />FABRIC PER CALTRANS <br />CUT OFF WALL <br />MANUFACTURER FOR PRODUCT <br />SPECIFICATION SECTION <br />SECTION B� B <br />Dwg. No. <br />DETAILS AND SPECIFICATIONS. <br />72-2.02C <br />8"(TYP). DO NOT COMPACT. ALLOWED WITHIN 10' PSC2020-0899-0020D <br />OF BUILDING PRE - CAST STORM DRAIN INLET Sht. No. <br />3 SEPTIC FILTER BED SECTION 6 GRADE AT BUILDING DETAIL WITH OPTIONAL SIDE OPENING 12 FLARED END SECTION OUTFALL C -5o2 <br />C-50 SCALE: NONE C-50 SCALE: NONE C-50 SCALE: NONE C�-�-50 SCALE: NONE Classification <br />RESTRICTED AUDIENCE(OUO) <br />1 2 3 4 5 6 7 8 <br />as <br />L� <br />Ca <br />a <br />� N <br />CV <br />oT <br />N <br />�(D <br />Eo <br />Wa- <br />z <br />U_0 <br />