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CONSTRUCT PGG <br />CUTOFF WALL ro <br />11 - <br />R q I I <br />IO <br />PLAN <br />TONGUE END ON INLET 5EGTION <br />6RXVE EW ON OUTLET SECTION <br />G D <br />3" F- <br />CONSTRUCT PCL -- <br />CUTOFF WALL g <br />SECTION A -A <br />END VIEW <br />MINIMUM DIMENSIONS <br />PIPE <br />DIA <br />A <br />B <br />G <br />D <br />E <br />SLOPE <br />12" <br />4" <br />104 <br />y <br />24" <br />24" <br />Of Work <br />I6" <br />9" <br />2-�" <br />27" <br />36" <br />24" <br />dl} <br />2j" <br />43-j" <br />4b" <br />ATTN.: MIKE 6ILTON PH. (209) 634-6920 <br />NOTE: INSTALL 6" <br />A.G. AND A.B. <br />�U <br />11.1 1L: <br />ATTN.: THOMAS SAMANIE60 PH. (209) q42-1793 <br />0 <br />IaJL <br />30" <br />12" <br />3f" <br />54" <br />60" <br />36" <br />I5" <br />3V <br />63" <br />-7 <br />s�o2 <br />EXT. 236 <br />.° <br />f Q <br />> <br />5.0 <br />20 <br />_ <br />42" <br />21 " <br />41" <br />63" <br />76" <br />PAVEMENT ELEVATION <br />• <br />BLOWOFF <br />0.201 <br />S.0 <br />46" <br />24" <br />4}" <br />72" <br />64" <br />NAIL STAKES TO THE <br />EXI5TIN6 <br />0.20%0.70' <br />5.0 <br />20 <br />N <br />54" 1 <br />27" <br />5f" <br />4.5' <br />(5) <br />O <br />PRECAST CONCRETE <br />FLARED END SECTION 17E7A I L <br />NO SCALE <br />-. r III ♦� . pr <br />♦ 'r �. ♦ .ter <br />STREET <br />SECT I ONS <br />STREET NAME <br />50' <br />60' <br />68' <br />`H -G7. BELLA LAW WAY <br />D.O. <br />Y6. <br />7' <br />q. <br />A.G./A. B. <br />T.1. <br />'R' <br />BELLA LA60 WAY <br />UTILITY CONTACTS A4'''` ° i, <br />Of Work <br />1* <br />4.0' <br />ASPHALT CONCRETE <br />i'-0' <br />1'-0• <br />4'-6. <br />0.2010.70' <br />5.0 <br />20 <br />RAPALLO MAY <br />ATTN.: MIKE 6ILTON PH. (209) 634-6920 <br />NOTE: INSTALL 6" <br />A.G. AND A.B. <br />4.5' <br />ATTN.: THOMAS SAMANIE60 PH. (209) q42-1793 <br />0 <br />• <br />11'20• 4'•0' e'•O' <br />em <br />0.2%.70' <br />5.0 <br />20 <br />GHIAVARI MAY <br />- <br />LMDSCAPIN5 <br />BG <br />4.5' <br />v.02 <br />s�o2 <br />EXT. 236 <br />.° <br />0'20/0.70, <br />5.0 <br />20 <br />CORLEONE DRIVE <br />• <br />In <br />I"x 2"x 18" STAKES <br />4.5' <br />• <br />PAVEMENT ELEVATION <br />• <br />BLOWOFF <br />0.201 <br />S.0 <br />20 <br />CRVEL <br />SUr Lm LTO STA. DRIVE <br />50.67 <br />4.5' <br />NAIL STAKES TO THE <br />EXI5TIN6 <br />0.20%0.70' <br />5.0 <br />20 <br />CRIVELLO DRIVE <br />STA. 11+50.67 TO STA . 20.64.66 <br />• <br />H=+ <br />EXISTING <br />4.5' <br />(5) <br />O <br />O <br />• <br />12d NAILS EACH. <br />0,20' <br />/D 70' <br />5.0 <br />20 <br />L I VORNO COURT <br />• <br />4.5' <br />• <br />GROUND CONTOUR <br />• <br />END OF CURVE <br />0.2%. 70' <br />5.0 <br />20 <br />GAM06L 1 COURT <br />• <br />EP <br />EWE OF PAVEMENT <br />4.5' <br />HEADERSOA RD <br />-. <br />EXI5TIN6 <br />FENCE <br />0. p10.70' <br />5.0 <br />20 <br />LEVANTO MAY <br />• <br />EXISTING <br />MANTEGA OUTFALL LINE <br />4.5' <br />• <br />• <br />0.2 0.70' <br />5.0 <br />20 <br />DUGHO LANE <br />-5- <br />4.5' <br />SANITARY SEWER LINE <br />• <br />0.2%.70' <br />5.0 <br />20 <br />R -VALUE NOTE <br />R -VALUE TE5TIN6 SHALL BE PERFORMED ON SUBORADE AFTER THE ROUGH <br />6RADIN6 HAS BEEN COMPLETED, TO VERIFY THE EXACT R -VALUES TO BE <br />USED FOR THE FINAL ASPHALTIC PAVEMENT DE -516N5. THE CONTRACTOR <br />SHALL WORK CLOSELY HITH THE 50IL5 EN67NEER TO DETERMINE THE <br />EXTENTS OF THE 6RADIN6 HOW REQUIRED IN AREAS DEEMED UNACCEPTABLE <br />BY THE SOILS ENGINEER. ALL FINAL DE5161,15 AND SOLUTIONS SHALL BE <br />APPROVED BY SAN JOAQUIN COUNTY PRIOR TO PLACIN6 THE A66RE5ATE <br />BASE ROCK. <br />ABBREVIATIONS <br />'L Z,-0" q;_ 25.0. E <br />'L I'^6• <br />NOTE: INSTALL 6" VERTICAL <br />4'^6' 1'^0' 1'^O• 4'"6' CURB WITH NO SIDEWALK ON <br />CRIVELLO DRIVE F H 5TA. II+50.67 <br />TO STA. 20+64.66. <br />`x02 502 502 •i -.O2 <br />4}" ROLL CURB, 6UTTE-R PAVE USIN6 ASPHALT COWRETE <br />AND SIDEWALK AS PER AND A66RE6ATE BASE AS PER <br />THE COUNTY STANDARDS THE STREET SECTION CHART <br />DRAWIN6 NO. GM -C6. <br />TYPICAL 50' <br />STREET SECTION <br />SCALE: I"=10' <br />V <br />4'-0. 4'-6' 25'+0• <br />25'.,,0• b' e'•6' <br />`H -G7. BELLA LAW WAY <br />25'•0• 5,. <br />1� 7'�O' b'-0' <br />AB <br />A66RE6ATE BASE <br />2'-0• <br />�-zj7- <br />- <br />F .. sI i Uvolify <br />UTILITY CONTACTS A4'''` ° i, <br />Of Work <br />SANITARY SEWER - OAKAOOD LAKE WATER DISTRICT <br />AG <br />ASPHALT CONCRETE <br />i'-0' <br />1'-0• <br />4'-6. <br />ATTN.: MIKE 6ILTON PH. (209) 634-6920 <br />LE6END <br />ARV <br />4 PT. <br />AIR RELIEF VALVE <br />ANGLE POINT <br />ATTN.: MIKE 6ILTON PH. (209) 634-6920 <br />NOTE: INSTALL 6" <br />A.G. AND A.B. <br />gLAW <br />ATTN.: THOMAS SAMANIE60 PH. (209) q42-1793 <br />0 <br />e'•o• 4'-0• II ,•O• <br />e <br />11'20• 4'•0' e'•O' <br />em <br />ATTN.: THOMAS SAMANIE60 PH. (209) q42-1793 <br />F <br />AS PER PLAN. <br />u <br />- <br />LMDSCAPIN5 <br />BG <br />BEGINNING OF CURVE <br />v.02 <br />s�o2 <br />EXT. 236 <br />.° <br />EXI5TIN6 <br />&ROUND ELEVATION <br />BMP <br />BEST MANA6EMENT PRACTICES <br />W <br />In <br />I"x 2"x 18" STAKES <br />•"'m <br />EXISTING <br />PAVEMENT ELEVATION <br />BO <br />BLOWOFF <br />AT 6.0' O.G., MAX. <br />NAIL STAKES TO THE <br />EXI5TIN6 <br />EWE OF PAVEMENT ELEVATION <br />GB <br />CATCH BA -51N <br />HEADERBOARD WITH 2 <br />H=+ <br />EXISTING <br />POWER POLE <br />f� <br />CENTERLINE <br />12d NAILS EACH. <br />--�-_ <br />E:X15TING <br />EWE OF PAVEMENT <br />(E) <br />EAST <br />----is-- <br />EXI5TIN6 <br />GROUND CONTOUR <br />EG <br />END OF CURVE <br />2 X 4 <br />--rr-- <br />EXISTIN6 <br />EWE OF PAVEMENT <br />EP <br />EWE OF PAVEMENT <br />HEADERSOA RD <br />-. <br />EXI5TIN6 <br />FENCE <br />EVA <br />EX <br />EMER6EN&Y VEHICLE ACCESS <br />EXI5TIN6 <br />--W-- <br />EXISTING <br />MANTEGA OUTFALL LINE <br />SCALE I"=1 <br />FH <br />FIRE HYDRANT <br />-5- <br />FROP05EP <br />SANITARY SEWER LINE <br />FL, f <br />FLOWLINE <br />QO M. H.NI <br />PROPOSED <br />SANITARY 5EWER MANHOLE <br />6B <br />6RADE BREAK <br />PROPOSED <br />4" HOUSE SEWER LATERAL <br />H6L <br />HYDRAULIC 6RADE LINE <br />�SP <br />PROPOSED <br />STORM DRAIN LINE <br />HP <br />H16H POINT <br />O <br />PROP05ED <br />STORM DRAIN MANHOLE <br />INV <br />INVERT <br />®rte <br />PROPOSED <br />STORM DRAIN CATCH BASIN <br />L. F. <br />LINEAR FEET <br />-HPROPOSED <br />HATER LINE <br />MH <br />MAINTENANCE HOLE <br />-W- <br />PROPOSED <br />HELL WATER LINE (UNTREATED) <br />(N) <br />NORTH <br />I" <br />PROPOSED <br />FIRE HYDRANT <br />C <br />PROPERTY LINE <br />PGG <br />POINT OF CONCAVE CURVE <br />® <br />PROPOSED <br />WATER LINE GATE VALVE <br />PP <br />POWER POLE <br />�- <br />PROP05E <br />I" HOUSE WATER SERVICE <br />PRG <br />POINT OF REVERSE CURVE <br />A.G <br />PAVING A5 <br />UNLENSS NOTED OTHERWISE. <br />PER <br />PLAN. "D <br />0 B <br />PROPOSED <br />TEMPORARY BLOW -OFF <br />PROP <br />pROPOSEp <br />PVG <br />POLYVINYL CHLORIDE <br />FROPOSED <br />ELEGTROL'IER <br />PUE <br />PUBLIC UTILITY EASEMENT <br />A.B. <br />AS PER PLAN. <br />11.50 <br />PROPOSED <br />TOP OF CURB ELEVATION <br />R <br />RESISTENCE <br />104" <br />.- <br />PROPOSED <br />CURB, CUTTER AND 5IDEHALK <br />RGP <br />REINFORCED CONCRETE PIPE <br />PROPOSED <br />SLOPE AND DIRECTION OF FLOW <br />RP <br />RADIUS POINT <br />21 <br />PLAN AND <br />PROFILE PAGE REFERENCE NO. <br />R/M <br />R16HT-OF-WAY <br />5 <br />SANITARY SENIER <br />CURB TO BE EMBEDDED 4" MINIMUM INTO <br />(5) <br />SOUTH <br />NATIVE <br />50IL, BELOW THE BASE ROCK,AS <br />SO <br />STORM DRAIN <br />SHOWN, AND A5 PER THE SOILS REPORT <br />504H <br />STORM DRAIN MAINTENANCE HOLE <br />SN5 <br />STREET NAME 5I6N <br />6 1) <br />CURB I N6 DETA I L <br />STA. <br />STATION <br />SH <br />51PEKALK <br />NO SCALE <br />TG <br />TOP OF CURB <br />TEMP <br />TEMPORARY <br />TI <br />TRAFFIC INDEX <br />TYP <br />TYPICAL <br />W <br />WATER <br />(W) <br />WEST <br />'L Z,-0" q;_ 25.0. E <br />'L I'^6• <br />NOTE: INSTALL 6" VERTICAL <br />4'^6' 1'^0' 1'^O• 4'"6' CURB WITH NO SIDEWALK ON <br />CRIVELLO DRIVE F H 5TA. II+50.67 <br />TO STA. 20+64.66. <br />`x02 502 502 •i -.O2 <br />4}" ROLL CURB, 6UTTE-R PAVE USIN6 ASPHALT COWRETE <br />AND SIDEWALK AS PER AND A66RE6ATE BASE AS PER <br />THE COUNTY STANDARDS THE STREET SECTION CHART <br />DRAWIN6 NO. GM -C6. <br />TYPICAL 50' <br />STREET SECTION <br />SCALE: I"=10' <br />'--4f' ROLL CURB, GUTTER '--PAVE U57N6 ASPHALT CONCRETE <br />AND 5IDEWALK AS PER AND A66RE6ATE BASE AS PER <br />THE COUNTY STANDARDS THE STREET SECTION CHART <br />DRAWIN6 NO. GW -C6. <br />TYPICAL 60' <br />STREET SECTION <br />SCALE: I"=10' <br />V <br />4'-0. 4'-6' 25'+0• <br />25'.,,0• b' e'•6' <br />`H -G7. BELLA LAW WAY <br />25'•0• 5,. <br />1� 7'�O' b'-0' <br />1 1.,6, <br />17'•0• <br />2'-0• <br />�-zj7- <br />- <br />F .. sI i Uvolify <br />UTILITY CONTACTS A4'''` ° i, <br />Of Work <br />SANITARY SEWER - OAKAOOD LAKE WATER DISTRICT <br />4'"6' <br />i'-0' <br />1'-0• <br />4'-6. <br />ATTN.: MIKE 6ILTON PH. (209) 634-6920 <br />9 <br />STORM DRAINA6E •"' OAKAOOD LAKE WATER DISTRICT <br />9 <br />ATTN.: MIKE 6ILTON PH. (209) 634-6920 <br />NOTE: INSTALL 6" <br />ELECTRIC - PACIFIC GAS AND ELECTRIC COMPANY <br />gLAW <br />ATTN.: THOMAS SAMANIE60 PH. (209) q42-1793 <br />0 <br />e'•o• 4'-0• II ,•O• <br />e <br />11'20• 4'•0' e'•O' <br />em <br />ATTN.: THOMAS SAMANIE60 PH. (209) q42-1793 <br />F <br />TELEPHONE - VERIZON COMMUNICATIONS <br />VERTICAL CURB WITH <br />NO 5IDEWALK ON <br />3 ADRIVE FROM <br />STA.. 20+69.66 TO <br />- <br />LMDSCAPIN5 <br />s.02 <br />V)uz' <br />v.02 <br />s�o2 <br />EXT. 236 <br />5TR1FET LI6HTIN6 - PACIFIC 6A5 AND ELECTRIC CO. <br />STA. 58+39. 66. <br />'--4f' ROLL CURB, GUTTER '--PAVE U57N6 ASPHALT CONCRETE <br />AND 5IDEWALK AS PER AND A66RE6ATE BASE AS PER <br />THE COUNTY STANDARDS THE STREET SECTION CHART <br />DRAWIN6 NO. GW -C6. <br />TYPICAL 60' <br />STREET SECTION <br />SCALE: I"=10' <br />4' WIDE SPLIT J <br />51DEWALK AS PER <br />6XNTY STANDARD5. <br />6" VERTICAL CURB AND - <br />b" CUR3IN6 A5 PER <br />THE DETAIL BELOW <br />LEFT. <br />PAVE USING ASPHALT CONCRETE <br />AND A66R55ATE BASE AS PER <br />THE STREET SECTION CHART <br />GUTTER AS PER COUNTY TYP I GAL SECTION <br />V <br />4'-0. 4'-6' 25'+0• <br />25'.,,0• b' e'•6' <br />`H -G7. BELLA LAW WAY <br />1'-0' <br />1� 7'�O' b'-0' <br />b'-0' <br />17'•0• <br />2'-0• <br />�-zj7- <br />- <br />F .. sI i Uvolify <br />UTILITY CONTACTS A4'''` ° i, <br />Of Work <br />SANITARY SEWER - OAKAOOD LAKE WATER DISTRICT <br />ATTN.: MIKE 6ILTON PH. (209) 634-6920 <br />DOMESTIC WATER - OAK400D LAKE WATER DISTRICT <br />ATTN.: MIKE 6ILTON PH. (209) 634-6920 <br />9 <br />STORM DRAINA6E •"' OAKAOOD LAKE WATER DISTRICT <br />9 <br />ATTN.: MIKE 6ILTON PH. (209) 634-6920 <br />In <br />ELECTRIC - PACIFIC GAS AND ELECTRIC COMPANY <br />gLAW <br />ATTN.: THOMAS SAMANIE60 PH. (209) q42-1793 <br />0 <br />6A5 - PACIFIC 6A5 AND ELECTRIC COMPANY <br />OWv <br />ATTN.: THOMAS SAMANIE60 PH. (209) q42-1793 <br />C <br />TELEPHONE - VERIZON COMMUNICATIONS <br />VI <br />ATTN.: KATHY STROUT PH. (20q) 239-0346 <br />LMDSCAPIN5 <br />GABLE 7ELEVI5ION '"' CONCAST <br />V)uz' <br />ATTN.: MELANIE F0ZW NDEZ PH. (20q) 474-1747 <br />4' WIDE SPLIT J <br />51DEWALK AS PER <br />6XNTY STANDARD5. <br />6" VERTICAL CURB AND - <br />b" CUR3IN6 A5 PER <br />THE DETAIL BELOW <br />LEFT. <br />PAVE USING ASPHALT CONCRETE <br />AND A66R55ATE BASE AS PER <br />THE STREET SECTION CHART <br />GUTTER AS PER COUNTY TYP I GAL SECTION <br />V <br />STANDARDS DRAMIN5 NO. <br />`H -G7. BELLA LAW WAY <br />SCALE: I"=10' E C �i'L <br />DRAWING <br />W <br />Z <br />�-zj7- <br />- <br />F .. sI i Uvolify <br />UTILITY CONTACTS A4'''` ° i, <br />Of Work <br />SANITARY SEWER - OAKAOOD LAKE WATER DISTRICT <br />ATTN.: MIKE 6ILTON PH. (209) 634-6920 <br />DOMESTIC WATER - OAK400D LAKE WATER DISTRICT <br />ATTN.: MIKE 6ILTON PH. (209) 634-6920 <br />9 <br />STORM DRAINA6E •"' OAKAOOD LAKE WATER DISTRICT <br />ATTN.: MIKE 6ILTON PH. (209) 634-6920 <br />In <br />ELECTRIC - PACIFIC GAS AND ELECTRIC COMPANY <br />UO <br />ATTN.: THOMAS SAMANIE60 PH. (209) q42-1793 <br />0 <br />6A5 - PACIFIC 6A5 AND ELECTRIC COMPANY <br />OWv <br />ATTN.: THOMAS SAMANIE60 PH. (209) q42-1793 <br />C <br />TELEPHONE - VERIZON COMMUNICATIONS <br />VI <br />ATTN.: KATHY STROUT PH. (20q) 239-0346 <br />GABLE 7ELEVI5ION '"' CONCAST <br />V)uz' <br />ATTN.: MELANIE F0ZW NDEZ PH. (20q) 474-1747 <br />EXT. 236 <br />5TR1FET LI6HTIN6 - PACIFIC 6A5 AND ELECTRIC CO. <br />ATTN.: THOMAS 5AMANIE50 PH. (20q) 442-1793 <br />Y <br />m <br />E <br />0 <br />0 <br />z <br />O <br />RYAN CARREL, R.C.E. 61619 <br />DANIEL ENGIAND, R.C.E. 49226 <br />DAVE SKIDMORE, L.S. 7126 <br />No.61619 <br />Exp. 6-3007 <br />DRAWN BY: J. 5. H <br />DATE 6/14/05 <br />SCALE: 1 "=500' <br />DWG: 29b -GYRI <br />CHECKED: KW <br />IoB a 296E-04 <br />SHEET 3 <br />OF 45 <br />V <br />M <br />W <br />Z <br />C <br />9 <br />p0g <br />In <br />UO <br />w <br />0 <br />=�m <br />OWv <br />Z <br />C <br />. p ,n <br />VI <br />V)uz' <br />o <br />Z'v <br />W <br />In <br />a <br />RYAN CARREL, R.C.E. 61619 <br />DANIEL ENGIAND, R.C.E. 49226 <br />DAVE SKIDMORE, L.S. 7126 <br />No.61619 <br />Exp. 6-3007 <br />DRAWN BY: J. 5. H <br />DATE 6/14/05 <br />SCALE: 1 "=500' <br />DWG: 29b -GYRI <br />CHECKED: KW <br />IoB a 296E-04 <br />SHEET 3 <br />OF 45 <br />