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A.C. Thickness: <br />0.30 for driveways <br />0.70 for trenches <br />(in <br />with staleduk equal to or <br />better than the existing pavement <br />I in quality and thickness. <br />1 0. D.t 20- Min, I <br />RIGID CONDUIT <br />Compact In 12" matt layers - <br />to a min. relative compaction <br />of 95%%nder pavement and <br />shoulders, and 90% <br />outside shoulders. <br />Compact In 24'max layers /v <br />to a minimum <br />relative compaction <br />of 85 %• <br />Compaq in 6" layers S <br />to a minimum <br />relative compaction <br />I V. D.+20" Min. -i <br />FLEXIBLE CONDUIT <br />1. Rellaitive compaction of materials shall be tested by the State of California, <br />Dept. of Transportation Testing Manual, test method No. California 216 or 231. <br />2 All existing pavement shall be neatly cut to line prior to trench excavation. <br />3 Jetting or polWing will be permitted within the street Right of Way with 3 year bond. <br />4. R When shown by soil composition and compoctibillty, ninety percent (90X) <br />compaction may be used, when approved by the Director of Public Warks. <br />TYPICAL TRENCH BACKFILL <br />NOT TO SCALE <br />STANDARD NO. A-7 <br />PLAN VIEW <br />3' opening (See Not. No 3) <br />PLAN VIEW <br />print Sews <br />rant Stan <br />wndotion <br />"e' Con <br />Grout smooth all edges of pipe op.ning <br />, —�5 R.bars (typicoll <br />SECTION A A SECTION A A <br />PIPES LARGER T14AN 36" DIA. PIPES 24" TO 36" DIA. <br />NOTES r <br />G The foundation shall be o minimum of W >or 44v 6.6. pipe and smaller. <br />2 -for pipe larger than 44"O.D., the foundation shall extend a minimum of 6" beyond eoch <br />side of the pipe. <br />3. Opening to be 3' long x (L0. of pipe) wide , up to 36" I.D. pipe. For pipes larger than <br />36" I.D. , opening to be 36" Diameter or Square. <br />:2)SADDLE - TYPE MANHOLE FOR <br />PIPE 24 DIA. AND LARGER <br />NOT TO SCALE <br />N20" 1r4 r <br />us <br />fit" h <br />A. <br />I <br />SECTION A -A <br />NOTE, Grote shall be fastened to frame <br />with IB'x4" haat-treoted chain. <br />5FRAME AND GRATE 1811 ST( <br />nmnn <br />DRAIN INLET) <br />STANDARD NO. C- 2 <br />Ca/ rrarn.9 Type .36.PX <br />G'a/✓a17i_3eu' !,'rote with <br />Barg Spaced 4) ¢"a. C <br />iyorfor <br />6 ) HIGH VOLUME CATCH BASI <br />NOT TO SCALE <br />2'A. C <br />"VZl' <br />r <br />PLAN VIEW <br />b• <br />NOTES - <br />I) Frame and Grote shall conform <br />to Improvement Standard No. C-7. <br />2) Two feet minimum below finished <br />grade In new development. <br />In existing streets, may be less than <br />2' with the approval of the Engineer. <br />SECTION A -A <br />SECTION B -B <br />)1811 STORM DRAIN INLET <br />NOT TO SCALE <br />NO. C-4 <br />ITo —3 HOLES <br />EQUALLY SPACED <br />r'LAN VILW <br />V. <br />SECTION B -B <br />SECTION A—A <br />I VENT - <br />E <br />{LE <br />SECTION C -C <br />NOTE- Frame and Cover shall be <br />machined to assure Werchongeobility <br />and a close ,quiet fit. <br />4 FRAME AND COVER (MANHOLE) <br />NOT TO SCALE <br />STANDARD NO C-5 <br />5..31Jy <br />NC 6 f92 <br />r <br />OF-'` LSt f f <br />NOT TO SCALE STANDARD NO. C-7 <br />Huvlsbns �-,l.- KJELDSEN , SINNOCC & ASSQCIATES , .INC . COUNTY SERVICE AREA N0. 12 <br />Checked By f <br />no. deft. deseriptio" C O N S U L,T I N G C I V I L E N G I N E E R S SAN JOAQUIN COUNTY, CALIFORNIA SAN JOAQUIN COUNTY <br />E-1370 <br />Ell <br />Senior Engineer /ti•ffi7� is !� - SHEET TOTAL <br />tit] W. FREMONT STREET Submitted �'21 THORNTON STORM DRAINAGE PROJECT N0 SHEETS <br />Approval Recommended STOCKTON . CALIFORNIA �_ ; COUNTY OF SAN JOAQUIN PHASE I STANDARD DETAILS 19 24 <br />1209 1 946 • 0258 Approved <br />L <br />•d <br />r <br />f. <br />Y' <br />y <br />tds�X�}•S�( r:;ry <br />SECTION B -B <br />)1811 STORM DRAIN INLET <br />NOT TO SCALE <br />NO. C-4 <br />ITo —3 HOLES <br />EQUALLY SPACED <br />r'LAN VILW <br />V. <br />SECTION B -B <br />SECTION A—A <br />I VENT - <br />E <br />{LE <br />SECTION C -C <br />NOTE- Frame and Cover shall be <br />machined to assure Werchongeobility <br />and a close ,quiet fit. <br />4 FRAME AND COVER (MANHOLE) <br />NOT TO SCALE <br />STANDARD NO C-5 <br />5..31Jy <br />NC 6 f92 <br />r <br />OF-'` LSt f f <br />NOT TO SCALE STANDARD NO. C-7 <br />Huvlsbns �-,l.- KJELDSEN , SINNOCC & ASSQCIATES , .INC . COUNTY SERVICE AREA N0. 12 <br />Checked By f <br />no. deft. deseriptio" C O N S U L,T I N G C I V I L E N G I N E E R S SAN JOAQUIN COUNTY, CALIFORNIA SAN JOAQUIN COUNTY <br />E-1370 <br />Ell <br />Senior Engineer /ti•ffi7� is !� - SHEET TOTAL <br />tit] W. FREMONT STREET Submitted �'21 THORNTON STORM DRAINAGE PROJECT N0 SHEETS <br />Approval Recommended STOCKTON . CALIFORNIA �_ ; COUNTY OF SAN JOAQUIN PHASE I STANDARD DETAILS 19 24 <br />1209 1 946 • 0258 Approved <br />