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SEE DETAIL "A" <br />OGS <br />12" MI <br />REFERENCES <br />1. TITLE B. ARTICLES. 1540. (a). 1 <br />DIVISION INDUSTRIAL SAFM. <br />CONSTRUCTION SAFETY ORDERS <br />2. RULE 7110, <br />CONTRACTORS LICENSE LAW <br />—1-800-227-2600 — <br />STEEL' PLATE W/ <br />LOCKING HASP <br />SEE DETAIL "B" <br />i 48"0 MIN, RCP <br />1 2" SQ <br />u I e <br />8" <br />e <br />DETAIL "A" <br />SLOT 3/4" X 2" <br />X1/4" CHECKERED t <br />TACK WELD 18" OF HEAT- <br />TREATED CHAIN TO LUG & <br />COVER (CHAIN TO BE <br />PROVIDED WHEN SPECIFIED) <br />1 1/8" <br />1/2"0 X 11" <br />1 1/2" <br />1/4" CHECKERED R <br />HARRIS SIPHON BREAKER <br />3" MANUFACTUO ER'SRSPECS) 1 1/4" -�--I- <br />(TYP) 3 HOLE <br />.,. ...i 1 1/2" <br />6" <br />r <br />6" <br />1/4" CHECKERIED P <br />3 <br />MIN 1 1/2-R <br />�- 6-#6 BARS ® TOP & BOTTOM <br />�— STA 4+42, SIPHON BREAKER <br />INV = 23.02 <br />MINOR STIR (MINOR CONC): <br />CONC FOOTING ® SIPHON BREAKER <br />NO SCALE <br />4 7/16" <br />1 3/16" <br />3/4" <br />T7 <br />5" <br />DETAIL "B" <br />3/8" X 15" <br />BENT AS SHOWN <br />a . <br />d au <br />a <br />u <br />J <br />J. <br />SECTION A -A <br />FG <br />�v <br />MISCELLANEOUS DETAILS <br />COMPACT IN 12" MAX <br />-_— <br />LAYERS TO A MIN <br />3'-0" -1 <br />RELATIVE COMPACTION <br />+ <br />- OF 90% <br />I <br />-jl <br />COMPACT IN 24" MAX <br />DRAWN BY: JSW <br />LAYERS TO A MIN <br />VARIABLE <br />RELATIVE COMPACTION <br />RECORD DWG: <br />�p OF 80%. <br />O.D. 2 <br />COMPACT IN 6" LAYERS <br />/ <br />TO A MIN RELATIVE <br />—0.8t <br />—_ —_ COMPACTION OF 95%. <br />l�'f <br />i—� 10" MIN (TYP) <br />O.D. <br />+ 20 MIN <br />TYPICAL TRENCH SECTI <br />(DRAINAGE STRUCTURE TO STA 3+90) <br />NO SCALE <br />ORIGINAL SCALE IN INCHES <br />FOR REDUCED PLAN <br />0 1 2 3 <br />CHECKED BY:7//717 <br />DATE <br />SENIOR ENGINEER: o«v f 7 h/ <br />DATE <br />APPROVAL RECOMMENDED: i Z <br />DATE <br />A D <br />PUMPING PLANT (E) <br />� <br />-4 WINDOW ° < I <br />— —L <br />- - - -d I <br />\\"-- <br />DISCHARGE PIPE (N) 1 1 <br />I <br />I` <br />( 1 <br />1 131 <br />1 lol <br />I 131 <br />PUMP (N) <br />I lrr 1. I <br />3'_8"t <br />34" SQ BASE PLATE (E) <br />--- - - - -J� <br />�D <br />FG <br />0. D./2 <br />TION DETAIL <br />SCALE: 1" = 1' <br />EXCAVATE TRENCH WITHIN <br />LIMITS OF LEVEE WITH <br />SIDE SLOPES OF 3:1 OR <br />FLATTER <br />///7- <br />a <br />1_ Z- <br />3'-6" SQ OPENING (E) <br />1 I FOR PUMP INSTALLATION <br />WINDOW 14'-2"t <br />1 <br />FILL ANNULAR SPACE W/ I (USE COUPLING <br />SILICON SEALANT (TYP) TO CONNECT <br />II (I DISCHARGE PIPE <br />18"0 DISCHARGE— <br />PIPE <br />ISCHARGE PIPE (N) 1 <br />2' MAX <br />WELDED STEEL REDUCER J <br />(AS REQUIRED) <br />EXIST WALL OPENING IS <br />18"0. IF PUMP DISCHARGE <br />DIAMETER EXCEEDS 15" <br />SEE PIPE PENETRATION <br />DETAIL THIS SHEET. <br />NATIVE BACKFILL COMPACTED <br />IN 6" LAYERS TO 90% <br />RELATIVE COMPACTION <br />1 <br />3 <br />NATIVE BACKFILL COMPACTED <br />O.D. IN 6" LAYERS TO 95% <br />RELATIVE COMPACTION <br />(STA 3+90 TO PUMPING PLANT) <br />NO SCALE <br />.0.0".. <br />Onto I w/ <br />MIXED FLOW PUMP <br />5000 GPM & TDH = 28' <br />I AN <br />Fr <br />34" SQ BASE PLATE (E) <br />1-4" <br />15" — ELEV = 22.2t — <br />RECORD DRAWING <br />corracti ons Ery <br />No Changes By <br />Date�g`�' <br />Any Pefson Using This Drawing Showld Vnn(y <br />All Information By Inspectin,n TIC Site Of Work <br />K KJ ELDSEN <br />S SINNOCK <br />A SECTION <br />4 4)NO SCALE <br />F EXTERIOR WALL (E) <br />' •' FILL ANNULAR SPACE W/ <br />SILICON SEALANT (TYP) <br />in (TYP) - - <br />�I 1 <br />PROVIDE A CORE <br />DRILLED OPENING <br />OF THE APPROPRIATE <br />SIZE & LOCATION <br />NN E U D E C K Post Office Box 844 <br />1113 W. Fremont Street <br />INC. Consulting Engineers Stockton, CA 95201-0844 <br />and Land Surveyors (los) 946-0268 <br />DISCHARGE PIPE (N) <br />3 PIPE PENETRATION <br />4 4 NO SCALE <br />WEST <br />PUMPING <br />�v <br />MISCELLANEOUS DETAILS <br />DEPARTMENT OF PUBLIC WORKS <br />CITY OF STOCKTON, CALIFORNIA <br />SCALE: AS SHOWN <br />APPROVED BY: D <br />ALDESIGNED <br />CITY ENGINEER <br />STOCKTON CALIF <br />SHEET N0. <br />I <br />1 <br />OF 6 SHTS <br />DRAWN BY: JSW <br />a dJ <br />15" <br />PROJECT N0, <br />RECORD DWG: <br />1I <br />1 <br />BOTTOM OF SUMP <br />L ELEV = <br />—0.8t <br />l�'f <br />a - <br />- <br />.< .. a ad a <br />Id <br />a a it <br />I <br />-� <br />L__a_ <br />�- <br />• <br />.. <br />a� �_ <br />d _ -- ----4-- <br />_J <br />NOTE: VERIFY ALL <br />PUMP & DISCHARGE PIPE <br />INFORMATION <br />WITH PUMP MANUFACTURER. <br />RECORD DRAWING <br />corracti ons Ery <br />No Changes By <br />Date�g`�' <br />Any Pefson Using This Drawing Showld Vnn(y <br />All Information By Inspectin,n TIC Site Of Work <br />K KJ ELDSEN <br />S SINNOCK <br />A SECTION <br />4 4)NO SCALE <br />F EXTERIOR WALL (E) <br />' •' FILL ANNULAR SPACE W/ <br />SILICON SEALANT (TYP) <br />in (TYP) - - <br />�I 1 <br />PROVIDE A CORE <br />DRILLED OPENING <br />OF THE APPROPRIATE <br />SIZE & LOCATION <br />NN E U D E C K Post Office Box 844 <br />1113 W. Fremont Street <br />INC. Consulting Engineers Stockton, CA 95201-0844 <br />and Land Surveyors (los) 946-0268 <br />DISCHARGE PIPE (N) <br />3 PIPE PENETRATION <br />4 4 NO SCALE <br />WEST <br />PUMPING <br />LANE HEIGHTS <br />PLANT EXPANSION <br />MISCELLANEOUS DETAILS <br />DEPARTMENT OF PUBLIC WORKS <br />CITY OF STOCKTON, CALIFORNIA <br />SCALE: AS SHOWN <br />APPROVED BY: D <br />ALDESIGNED <br />CITY ENGINEER <br />STOCKTON CALIF <br />SHEET N0. <br />BY: MRC <br />4 <br />OF 6 SHTS <br />DRAWN BY: JSW <br />CHECKED BY: KLK <br />PROJECT N0, <br />RECORD DWG: <br />399i.3c <br />c <br />