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t- <br />o <br />N <br />1 <br />t�1l <br />!n <br />W <br />Z <br />Un <br />�w <br />as <br />w <br />f <br />(n— <br />(P) STANDPIPE, SEE DETAIL <br />2 ON SHEET 10 <br />TOP73.00 <br />EG <br />' Ezistiny— <br />r6" <br />-(P) STANDPIPE, <br />3' AAI <br />SEE DETAIL 2 ON SHEET <br />p <br />Q <br />w <br />in <br />V) <br />~ <br />O <br />cwn— <br />I x <br />--- <br />MIN COVEfT <br />(TYP) <br />_--- <br />-----� <br />N <br />---- — <br />x <br />— <br />— �Typ <br />------ <br />APN:063-080-020 <br />-- <br />--- <br />w <br />under pavement and-------- <br />m <br />Var <br />- --_ `< 90% outside pavement_ <br />- Compact in 24" mox <br />k OD+12" <br />loyers to a min relative O <br />z <br />w (E) 40' <br />w <br />EASEME <br />I <br />T(E) <br />Compact In 6" layer: \ <br />(E) <br />25' EASEMENT <br />25' EASEMENT <br />+ <br />a <br />J <br />= <br />10" Min 10" Min <br />I x <br />F&I ±543 LF 48" RGRCP <br />S=0.0000 <br />I <br />x <br />M <br />fn <br />3 + 0 T <br />i 0� — <br />— <br />— — 32+00— — — — ' 33*BO' — — <br />— — —34+ -OG — — — 35*00--- — ' <br />— — 36#90— — <br />n <br />(N) <br />nnnnnn n nn.� <br />ABANDON IN PLACE EXISTING <br />(S) DEMO EXISTING 24" <br />� <br />+ <br />I <br />- <br />COUNTY ROAD CROSSING. <br />IPtC}O{NrC{{jR{E{itT}E {PIP{E <br />2f4}"f CIP <br />CIP CONCRETE PIPE <br />2t7 <br />t7 <br />t1 <br />i3 <br />4[ <br />ti <br />APN:0t3-060-22 <br />tF 27 <br />if <br />I APN:063-060-230 <br />(E) ASPHALT DRIVEWAY . <br />{7 <br />t7 <br />t7 <br />jj <br />jj <br />(( <br />REMOVE FORINSTALL <br />APN: <br />063-060-100 <br />I <br />REPLACE TO MATCH EISTING.2(tjjjt21rrjjjt <br />, <br />STATION 27+75 - 38+00 <br />27+75 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 <br />70 <br />Z <br />F 65 <br />W <br />—i <br />W <br />2ES <br />55 <br />54 <br />COUNTY ROW <br />ENCH PER SJCO STD R-29 <br />38+00 <br />00 <br />1 <br />t�1l <br />!n <br />W <br />Z <br />Un <br />�w <br />as <br />w <br />f <br />(n— <br />(P) STANDPIPE, SEE DETAIL <br />2 ON SHEET 10 <br />TOP73.00 <br />EG <br />' Ezistiny— <br />r6" <br />-(P) STANDPIPE, <br />3' AAI <br />SEE DETAIL 2 ON SHEET <br />TOP73.00 <br />10 <br />^ <br />!n <br />Z <br />J <br />Um <br />�w <br />—� <br />w <br />in <br />V) <br />~ <br />O <br />cwn— <br />(TYp) <br />--- <br />MIN COVEfT <br />(TYP) <br />_--- <br />-----� <br />----- <br />---- — <br />— — — — — — <br />— <br />— �Typ <br />------ <br />-- <br />-- <br />--- <br />-- <br />under pavement and-------- <br />Var <br />- --_ `< 90% outside pavement_ <br />- Compact in 24" mox <br />k OD+12" <br />loyers to a min relative O <br />OD/2 <br />compaction of 85% - <br />Compact In 6" layer: \ <br />to o min relative <br />compaction of 90%. <br />I—OD <br />10' Min <br />10" Min 10" Min <br />F&I ±283 LF 48" RGRCP <br />S=0.0000 <br />F&I ±543 LF 48" RGRCP <br />S=0.0000 <br />F&I ±98 LF 48" RGRCP <br />S=0.0000 <br />00 <br />w <br />,0-w <br />+x <br />�N <br />' Ezistiny— <br />r6" <br />M <br />' Min <br />I+- Pavement <br />fn <br />1yp) <br />(TYp) <br />r <br />(n <br />~ <br />I w APN:063-080-350 0 <br />W a1 <br />] <br />J z + <br />v ¢ (E) 30' EASEMENT a <br />F- _ <br />—Qw —_ — -- -- — N <br />1 fn 38+00 — 39+00 <br />37+00 <br />(N) DEMO EXISTING <br />CIP CONCRETE PIPE <br />(E) ASPHALT DRIVEWAY. <br />REMOVE FOR PIPE INSTALL AND <br />REPLACE TO MATCH EXISTING. f� <br />APN:063-060-350 <br />I <br />38+00 <br />V0+00 <br />IRR IRR <br />(S) ABANDON IN PLACE EXISTING <br />24" CIP CONCRETE PIPE zozzi^ DEMO AND PATCH <br />EXISTING STAND PIPE <br />APN:063-080-370 <br />STATION 37+00 — 47+25 <br />39+00 40+00 41+00 42+00 43+00 <br />I--TOP71.72 <br />(P) STANDPIPE, SEE DETAIL 2 ON SHEET 10 <br />ZO — —Q w— — — — — — — — — — — (TYP) <br />F fn — — — — — — — — <br />W <br />W 60 <br />F&I ±486 LF 48" RGRCP <br />S=0.0000 <br />55 <br />APN:063-060-360 <br />44+00 <br />See Note 1 Below <br />♦ 20- Min - ' -+ 20" Min - ' <br />RIGID CONDUIT FLEXIBLE CONDUIT <br />NOTES" <br />New pavement shall be I' thicker than existing pavement, minimum <br />of 0.25 Ft_ New base shall be 1" thicker than exisvng base, min of 0.50 Ft. <br />2. Select native material or imported granular material as approved by the Director <br />of Public Works. Socktill with materials equal to or better than the existing <br />pavement and base in quality. <br />3, Relative compaction of materials shall be tested in accordance with <br />the State of California, Dept. of Transportation Testing Manuals, test <br />method No. Caldelmin 216 or 231. <br />4- All existing pavement shall be neatly cut to line prior to trench excavation. <br />5. Jetting or ponding will be permitted within the street right-of-way with <br />a 3 year bond, when approved by the Director of Public Works, <br />6. When shown by soil composition and compactability, ninety percent (90%) <br />compaction may be used, when approved by the Director of Public Works. <br />7_ Special bedding and backfill requirements may be shown on the plans or <br />Specified in the special provisions. <br />9� Re Apxac by! <br />. TYPICAL TRENCH BACKFILL <br />Revls rlSion DMe <br />�C COUNTY OF SAN JOAQUIN <br />Waeking fa YOU. Na Dw Std, aFA+1xTMkh7(W MiIKJr W(MKx <br />9 R-29 <br />70 <br />65 <br />55 <br />54 <br />0 40 80 <br />1 1 1 1 1 1 1 I Feet <br />0013 <br />DE GRAAF <br />ENGINEERING, INC. <br />DEGRAAFENGINEERINGINC.COM <br />P.O. BOX 87 RIPON, CA 95366 <br />(209)614-2745 <br />Na 86415 <br />DATE SIGNED: <br />BID SET <br />NOT FOR CONSTRUCTION <br />11/2/2022 <br />NO. REVISION DATE <br />s <br />Know what's below. <br />Call before you diq. <br />LU <br />07 J <br />w LL <br />J 0 <br />O a <br />[L Z <br />W <br />z <br />a J <br />a <br />H <br />U <br />U) <br />0 <br />U)0 <br />LU ; Z <br />2f' It <br />W W 0 <br />ZU <br />O <br />W <br />Q Z <br />U Z o <br />~ CY Q <br />O O <br />Z <br />U) <br />H <br />0 <br />Z <br />PROJECT: 22-01 <br />DRAWN BY: GJ <br />CHECKED BY: DD <br />DATE: 11/2/2022 <br />SHEET <br />7 OF 10 <br />' Ezistiny— <br />r6" <br />' Min <br />I+- Pavement <br />Min <br />1yp) <br />(TYp) <br />r <br />See Nots 2 Be1ow <br />_ <br />Compact in 12` max <br />layers to a min relative <br />compaction of 95% <br />Var <br />under pavement and-------- <br />Var <br />- --_ `< 90% outside pavement_ <br />- Compact in 24" mox <br />k OD+12" <br />loyers to a min relative O <br />OD/2 <br />compaction of 85% - <br />Compact In 6" layer: \ <br />to o min relative <br />compaction of 90%. <br />I—OD <br />10' Min <br />10" Min 10" Min <br />I0" Min <br />♦ 20- Min - ' -+ 20" Min - ' <br />RIGID CONDUIT FLEXIBLE CONDUIT <br />NOTES" <br />New pavement shall be I' thicker than existing pavement, minimum <br />of 0.25 Ft_ New base shall be 1" thicker than exisvng base, min of 0.50 Ft. <br />2. Select native material or imported granular material as approved by the Director <br />of Public Works. Socktill with materials equal to or better than the existing <br />pavement and base in quality. <br />3, Relative compaction of materials shall be tested in accordance with <br />the State of California, Dept. of Transportation Testing Manuals, test <br />method No. Caldelmin 216 or 231. <br />4- All existing pavement shall be neatly cut to line prior to trench excavation. <br />5. Jetting or ponding will be permitted within the street right-of-way with <br />a 3 year bond, when approved by the Director of Public Works, <br />6. When shown by soil composition and compactability, ninety percent (90%) <br />compaction may be used, when approved by the Director of Public Works. <br />7_ Special bedding and backfill requirements may be shown on the plans or <br />Specified in the special provisions. <br />9� Re Apxac by! <br />. TYPICAL TRENCH BACKFILL <br />Revls rlSion DMe <br />�C COUNTY OF SAN JOAQUIN <br />Waeking fa YOU. Na Dw Std, aFA+1xTMkh7(W MiIKJr W(MKx <br />9 R-29 <br />70 <br />65 <br />55 <br />54 <br />0 40 80 <br />1 1 1 1 1 1 1 I Feet <br />0013 <br />DE GRAAF <br />ENGINEERING, INC. <br />DEGRAAFENGINEERINGINC.COM <br />P.O. BOX 87 RIPON, CA 95366 <br />(209)614-2745 <br />Na 86415 <br />DATE SIGNED: <br />BID SET <br />NOT FOR CONSTRUCTION <br />11/2/2022 <br />NO. REVISION DATE <br />s <br />Know what's below. <br />Call before you diq. <br />LU <br />07 J <br />w LL <br />J 0 <br />O a <br />[L Z <br />W <br />z <br />a J <br />a <br />H <br />U <br />U) <br />0 <br />U)0 <br />LU ; Z <br />2f' It <br />W W 0 <br />ZU <br />O <br />W <br />Q Z <br />U Z o <br />~ CY Q <br />O O <br />Z <br />U) <br />H <br />0 <br />Z <br />PROJECT: 22-01 <br />DRAWN BY: GJ <br />CHECKED BY: DD <br />DATE: 11/2/2022 <br />SHEET <br />7 OF 10 <br />