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° <br />- <br />I-- <br />0-) <br />rn <br />(E) 21' EASEMENT <br />„......., + <br />= <br />+ <br />— — �� <br />I -W <br />V) <br />Q= <br />r-- — — <br />0) <br />W <br />> <br />vww�,J <br />O <br />N <br />APN: 063-080-490 <br />-------- <br />-- H \�Ad I <br />Ll <br />Az <br />--- ��� �- �! <br />Compact in 12" max--' <br />I _ — _a <br />00 <br />U) <br />layers to a min relative <br />_ <br />_ \� <br />F__ <br />\\ <br />U <br />_ <br />C/) <br />Var <br />(E) 30" CIP CONCRETE PIPE. <br />_ <br />w <br />— — — — 5 + 0 0 <br />5+00 <br />= <br />50 <br />50 ° 0+0 <br />W- <br />IR <br />@�— IRR — —IRR j�Rat) IRR IRR -- � <br />IRR -A� IRR I <br />~ <br />z <br />J <br />O <br />w <br />>O <br />w <br />compaction of 85%. <br />LU <br />= <br />IRR - <br />Compact in 6" layers <br />LL <br />J <br />J <br />p <br />U <br />m <br />I <br />J <br />m <br />Q <br />0 <br />/COUNTY <br />.1 65.07 <br />� <br />Q <br />W <br />ROA OSSING <br />HARNEY LANE CROSSING <br />I <br />Q <br />- <br />3' �vITI4�OVE� <br />APN: 063-070-760 <br />WI— <br />I <br />U <br />SJ COUNTY ROW <br />DEMO <br />EXISTING STRUCTURE (N) DEMO EXISTING <br />24" <br />TOP 60.31 TOP 60.29 _ <br />I <br />z <br />EG <br />3: <br />CONNECT TO EXISTING PIPE. <br />CIP CONCRETE <br />PIPE <br />(TYP) <br />z <br />Q <br />O <br />TRENCH PER SJCO STD R-29 <br />a <br />F&I ±855 LF 48" RGRCP <br />C1 <br />z <br />CONNECT TO EXISTING PIPE <br />S=0.0010 <br />I <br />0 <br />I <br />I <br />(SEE BELOW) <br />O <br />APN: 063-060-370 <br />F&I ±485 LF 48" RGRCP <br />9+50 <br />75 <br />70 <br />0 <br />Q 65 <br />J <br />W <br />.c <br />55 <br />10+00 <br />11+00 <br />12+00 <br />13+00 <br />STATION 9+50 — 19+50 <br />14+00 15+00 <br />J <br />I� W <br />rn W <br />17 <br />V) -�-� <br />z_ o ...." <br />Q w- <br />- ------------------------- -------- =----- V) - <br />IRRQ I ---- <br />(S) ABANDON IN PLACE EXISTING DEMO AND PATCH <br />24" CIP CONCRETE PIPE EXISTING STAND PIPE <br />16+00 <br />17+00 <br />18+00 <br />19+00 <br />19+50 <br />75 <br />R <br />(N) ABANDON IN PLACE EXISTING (S) DEMO EXISTING 24" ( a- <br />24" CIP CONCRETE PIPE CIP CONCRETE PIPE <br />APN: 063-060-370 <br />FUTURE PUMP STATION NOT <br />PART OF THIS PROJECT. <br />i API' <br />- SEE SHEET 4 <br />/ <br />IF R --22� ---- ryR —1$R2on <br />zil kcll�llflm � (S) AB) <br />(N) DEMO EXISTING 24" 24 CIP <br />CIP CONCRETE PIPE API' <br />i <br />STATION 18+50 — 28+75 <br />18+50 19+00 20+00 21+00 22+00 23+00 24+00 <br />70 <br />z <br />0 65 <br />Q <br />w <br />J <br />W <br />55 <br />54 <br />25+00 <br />- <br />I-- <br />0-) <br />rn <br />TOP 74.10--,,F__ <br />„......., + <br />= <br />TOP 72.50 <br />V) <br />I -W <br />V) <br />Q= <br />0) <br />W <br />> <br />vww�,J <br />O <br />(P) STANDPIPE, SEE DETAIL 2 ON SHEET 10 + <br />000 <br />-------- <br />_ <br />-0 <br />(w <br />Compact in 12" max--' <br />—IRR-----IFZR----rte-- <br />00 <br />U) <br />layers to a min relative <br />_ <br />_ \� <br />F__ <br />\\ <br />U <br />_ _ _ _ _ _ <br />C/) <br />Var <br />(E) 30" CIP CONCRETE PIPE. <br />_ <br />w <br />_ <br />= <br />VERIFY ELEVATIONS IN FIELD. <br />(P) CONCRETE BOX, SEE SHEET 4 <br />~ <br />z <br />J <br />O <br />w <br />>O <br />w <br />compaction of 85%. <br />LU <br />= <br />W <br />Compact in 6" layers <br />LL <br />J <br />J <br />p <br />U <br />m <br />I <br />J <br />m <br />Q <br />10" Min <br />OD <br />.1 65.07 <br />� <br />Q <br />W <br />�EP <br />I <br />Q <br />- <br />3' �vITI4�OVE� <br />— <br />WI— <br />EG — <br />U <br />LJJ <br />Q <br />(TYP) <br />3' MI COV R <br />TOP 60.31 TOP 60.29 _ <br />z <br />EG <br />3: <br />CONNECT TO EXISTING PIPE. <br />-- <br />----- <br />(TYP) <br />z <br />Q <br />O <br />SEE DETAIL 3 ON SHEET 10 <br />a <br />F&I ±855 LF 48" RGRCP <br />C1 <br />z <br />---_ INV. 56.34 <br />S=0.0010 <br />I <br />0 <br />R <br />(N) ABANDON IN PLACE EXISTING (S) DEMO EXISTING 24" ( a- <br />24" CIP CONCRETE PIPE CIP CONCRETE PIPE <br />APN: 063-060-370 <br />FUTURE PUMP STATION NOT <br />PART OF THIS PROJECT. <br />i API' <br />- SEE SHEET 4 <br />/ <br />IF R --22� ---- ryR —1$R2on <br />zil kcll�llflm � (S) AB) <br />(N) DEMO EXISTING 24" 24 CIP <br />CIP CONCRETE PIPE API' <br />i <br />STATION 18+50 — 28+75 <br />18+50 19+00 20+00 21+00 22+00 23+00 24+00 <br />70 <br />z <br />0 65 <br />Q <br />w <br />J <br />W <br />55 <br />54 <br />25+00 <br />- <br />I-- <br />0-) <br />rn <br />w <br />„......., + <br />= <br />TOP 72.50 <br />V) <br />W <br />V) <br />Q= <br />APN: 063-080-490 <br />W <br />Z <br />> <br />vww�,J <br />O <br />-------- <br />_ <br />— <br />— — --- <br />(w <br />Compact in 12" max--' <br />—IRR-----IFZR----rte-- <br />R <br />(N) ABANDON IN PLACE EXISTING (S) DEMO EXISTING 24" ( a- <br />24" CIP CONCRETE PIPE CIP CONCRETE PIPE <br />APN: 063-060-370 <br />FUTURE PUMP STATION NOT <br />PART OF THIS PROJECT. <br />i API' <br />- SEE SHEET 4 <br />/ <br />IF R --22� ---- ryR —1$R2on <br />zil kcll�llflm � (S) AB) <br />(N) DEMO EXISTING 24" 24 CIP <br />CIP CONCRETE PIPE API' <br />i <br />STATION 18+50 — 28+75 <br />18+50 19+00 20+00 21+00 22+00 23+00 24+00 <br />70 <br />z <br />0 65 <br />Q <br />w <br />J <br />W <br />55 <br />54 <br />25+00 <br />F&I ±42 LF 48" RGRCP--,/ <br />S=0.0000 <br />I-- <br />See Note 1 Below <br />TOP 72.50 <br />I_ <br />W <br />Existing - <br />6Pavement <br />rn <br />W <br />+ <br />_ <br />U) <br />Compact in 12" max--' <br />00 <br />U) <br />layers to a min relative <br />_ <br />_ \� <br />compaction of 95% <br />\\ <br />U <br />_ _ _ _ _ _ <br />under pavement and <br />Var <br />—_-- <br />-- \� <br />Q <br />U) <br />= <br />Compact in 24 max <br />(P) CONCRETE BOX, SEE SHEET 4 <br />~ <br />to a min relative <br />I <br />z <br />w <br />>O <br />w <br />compaction of 85%. <br />LU <br />LL <br />w <br />/ <br />Compact in 6" layers <br />LL <br />J <br />J <br />p <br />to a min relative <br />z <br />I <br />J <br />m <br />Q <br />10" Min <br />OD <br />10" Min 10" Min <br />� <br />z <br />I <br />Q <br />W <br />z <br />WI— <br />U <br />LJJ <br />Q <br />If <br />3' MI COV R <br />z <br />z <br />EG <br />3: <br />Z) <br />-- <br />----- <br />(TYP) <br />z <br />Q <br />O <br />a <br />C1 <br />z <br />I <br />0 <br />O <br />O <br />F&I ±485 LF 48" RGRCP <br />C/) <br />� <br />S=0.0000 <br />z <br />Q <br />U) <br />INV. 55.48 <br />F&I ±42 LF 48" RGRCP--,/ <br />S=0.0000 <br />+ 20" Min <br />RIGID CONDUI <br />:vss3-9;4 rev; }r, t 1 111140511"„y, <br />OD <br />+ 20” Min <br />FLEXIBLE CONDU <br />70 <br />[-V <br />we <br />55 <br />Var <br />OD+ 12" <br />10" Min <br />NOTES: <br />1. New pavement shall be 1" thicker than existing pavement, minimum <br />of 0.25 Ft. New base shall be 1 " thicker than existing base, min of 0.50 Ft. <br />2. Select native material or imported granular material as approved by the Director <br />of Public Works. Backfill 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. California 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 D'++rector of Public Works. <br />7. Special bedding and bockfill requirements may be shown on the plans or <br />specified in the special provisions. <br />o Approved by: <br />T <br />I J:iast� <br />rT <br />It <br />TYPICAL TRENCH BACKFILL <7 � <br />I /A <br />`'�� No. Revision Descrition Date <br />It <br />COUNTY OF SAN JOAQULV <br />DEPARTMENT OF PUBLIC WORKS <br />Wmidng fns' YOU Date: DEC 2014 Std. Dwg. No. R-29 <br />VE <br />DE G <br />Mr-IF_;1P4r7F-=PIli R91_ -gym I N r <br />DEG RAAFENGINEERINGINC.COM <br />P.O. BOX 87 RIPON, CA 95366 <br />(209) 614-2745 <br />QROF ESS/pH4 <br />11 n 9-n <br />s CIVIL v <br />� e OF CAL�l& <br />DATE SIGNED: <br />BID SET <br />NOT FOR CONSTRUCTION <br />11/2/2022 <br />I NO. REVISION DATE <br />Know what's below. <br />Call before you dig. <br />See Note 1 Below <br />i <br />6" Minim <br />Existing - <br />6Pavement <br />(TYP) <br />See Note 2 Below <br />U) <br />Compact in 12" max--' <br />0 <br />\i <br />layers to a min relative <br />_ <br />_ \� <br />compaction of 95% <br />\\ <br />_ _ _ _ _ _ <br />under pavement and <br />Var <br />—_-- <br />-- \� <br />90% outside pavement <br />QQ <br />Compact in 24 max <br />> <br />\� layers <br />to a min relative <br />OD/2\ <br />� <br />w <br />compaction of 85%. <br />LU <br />LL <br />w <br />/ <br />Compact in 6" layers <br />LL <br />J <br />J <br />p <br />to a min relative <br />z <br />Q <br />U <br />_ <br />LL <br />compaction of 90%. <br />10" Min <br />OD <br />10" Min 10" Min <br />+ 20" Min <br />RIGID CONDUI <br />:vss3-9;4 rev; }r, t 1 111140511"„y, <br />OD <br />+ 20” Min <br />FLEXIBLE CONDU <br />70 <br />[-V <br />we <br />55 <br />Var <br />OD+ 12" <br />10" Min <br />NOTES: <br />1. New pavement shall be 1" thicker than existing pavement, minimum <br />of 0.25 Ft. New base shall be 1 " thicker than existing base, min of 0.50 Ft. <br />2. Select native material or imported granular material as approved by the Director <br />of Public Works. Backfill 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. California 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 D'++rector of Public Works. <br />7. Special bedding and bockfill requirements may be shown on the plans or <br />specified in the special provisions. <br />o Approved by: <br />T <br />I J:iast� <br />rT <br />It <br />TYPICAL TRENCH BACKFILL <7 � <br />I /A <br />`'�� No. Revision Descrition Date <br />It <br />COUNTY OF SAN JOAQULV <br />DEPARTMENT OF PUBLIC WORKS <br />Wmidng fns' YOU Date: DEC 2014 Std. Dwg. No. R-29 <br />VE <br />DE G <br />Mr-IF_;1P4r7F-=PIli R91_ -gym I N r <br />DEG RAAFENGINEERINGINC.COM <br />P.O. BOX 87 RIPON, CA 95366 <br />(209) 614-2745 <br />QROF ESS/pH4 <br />11 n 9-n <br />s CIVIL v <br />� e OF CAL�l& <br />DATE SIGNED: <br />BID SET <br />NOT FOR CONSTRUCTION <br />11/2/2022 <br />I NO. REVISION DATE <br />Know what's below. <br />Call before you dig. <br />PROJECT: 22-01 <br />DRAWN BY: GJ <br />CHECKED BY: DD <br />DATE: 11/2/2022 <br />SHEET <br />0 40 80 <br />1 1 1 1 1 1 1 I Feet OF <br />U_ <br />U) <br />0 <br />z <br />O <br />� <br />z <br />QQ <br />W <br />> <br />� <br />J <br />� <br />w <br />O <br />LU <br />LL <br />w <br />/ <br />U) <br />LL <br />J <br />J <br />p <br />M <br />z <br />Q <br />U <br />_ <br />LL <br />a <br />0 <br />> <br />O <br />z <br />LJJ <br />O <br />0- <br />z <br />WI— <br />U <br />LJJ <br />Q <br />If <br />Q <br />z <br />z <br />U) <br />3: <br />Z) <br />— <br />Q <br />� <br />z <br />Q <br />O <br />a <br />C1 <br />z <br />0 <br />O <br />O <br />C/) <br />� <br />z <br />Q <br />U) <br />O <br />z <br />PROJECT: 22-01 <br />DRAWN BY: GJ <br />CHECKED BY: DD <br />DATE: 11/2/2022 <br />SHEET <br />0 40 80 <br />1 1 1 1 1 1 1 I Feet OF <br />