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M <br />O <br />1 <br />W W W W <br />72 L. F. - 12' R. G. P. <br />AT 5=.0025 146 L. F. - 12" P. V. G. <br />-FO- Tc ---- - FO <br />-FO- <br />EX. <br />FO IX. PLW 5TAT16N N7. 1 REMOVE EX• TEMPORARY BLOW <br />-F5- Fs OFF AND CONNECT TO THE EX. <br />195 L. F. 12 P. V. G. 12" WATER LINE <br />INSTALL TEMPORARY BLOW -OFF AS <br />PER SAN JOAQUIN COUNTY STANDARD5,� <br />\\\\\\ - <br />IMPROVEMENT STANDARD NO. GW -W6 13.12 M 12.62 N 12.37 N ce-3e Ii.&5 <br />5=. 022i h 57 `" sa 5�.(XJ25 Bo 1 55 54 EX. I1' MRF LIFE 5� 53 <br />IN5TALL 2 - 10' TYPE CL -6 CHAIN-� -" - - <br />LINK 6ATE5 A5 PER SAN JOAQUIN it <br />74+•37 _ �Y77�5 EY. I2' 5TGfdl GRAIN LIFE �COUNTY STANDARDS, DRAWING NO. -5D-12, CENTERED, WITH KNOX LG> :K 13. CYJ S 12.64 12.25ex. Io sa+lrvrr se ez uFEA5 APPROVED BY THE FIRE MARSHAL, <br />ONE W31 ON THE NORTH 6ATE AND <br />ONE CALIF. HI6HWAY CODE TYPE NR <br />(24" x 24")CENTERED ON EACH 6ATE <br />INSTALLATION OF 6ATE S TO BE COORPINATE P <br />WITH THE OFF-SITE WATER PLAN <br />AND EMER6ENCY VEHICLE ACCESS <br />IMPROVEMENT PLAN5 FOR 774E OAKWAOD <br />LAKE SUBDIVISION <br />INSTALL 20 L.F. - BARRICADE A5 <br />PER 5AN JOAQUIN COUNTY 5TANDARD5, <br />DRAWIN6 NO. R-24 (TYP. OF 2) <br />16 <br />14 <br />12 <br />10 <br />e <br />b <br />4 <br />2 <br />0 <br />-4 <br />-6 <br />-8 <br />-10 <br />-12 <br />-14 <br />59. <br />/ �1 HJ <br />177 N L. F. J 50 L.F. <br />6' P.V.G. F04OVE PLUG AND 12' R.G. P <br />AT 5=. 02T TO FX. $ r� $ AT 6125 <br />6' S <br />370 369 45 L. F. I 254 <br />12' R.G.P. <br />AT 5=.005 X 0 <br />12' 12' <br />12' P. V. G. I 8' P.V.G. <br />CATCH BASIN DATA ,' 2 ' r <br />12" INV. AT C.B.-34 = 5.39 3p, gp <br />45 L. F. - 12" R. G. P. AT 5=. 005 <br />12" INV. IN AT C.B.-35 = 5. 16 COMO DRI VE <br />12" INV. OUT AT G. B. ^-35 = 5. 06 <br />50 L.F. 12" R.G.P. AT 5=.005 17 <br />12" INV. AT S.D.M.H.^-Ib = 4.81 <br />144 <br />M. H. * 57 <br />RIM=12.4 `' 5 <br />Z <br />`a <br />EX. 6ROUN12 m <br />RENOVE PLU6 AND <br />CONNECT TO EX. <br />12" STOW DRAIN <br />5AWCUT EX. PAVEMENT AT <br />5TA. 55+39 AND REMOVE <br />PAVEMENT, HEADERBOARD <br />AND BARRICADE ITO THE M5T <br />ZOA&m I ZW I VE. <br />5GALE: 1"=40' <br />57. <br />V <br />U <br />I <br />.. <br />W <br />r <br />� <br />EM <br />r <br />> rn <br />+ <br />-CO <br />W W W W <br />72 L. F. - 12' R. G. P. <br />AT 5=.0025 146 L. F. - 12" P. V. G. <br />-FO- Tc ---- - FO <br />-FO- <br />EX. <br />FO IX. PLW 5TAT16N N7. 1 REMOVE EX• TEMPORARY BLOW <br />-F5- Fs OFF AND CONNECT TO THE EX. <br />195 L. F. 12 P. V. G. 12" WATER LINE <br />INSTALL TEMPORARY BLOW -OFF AS <br />PER SAN JOAQUIN COUNTY STANDARD5,� <br />\\\\\\ - <br />IMPROVEMENT STANDARD NO. GW -W6 13.12 M 12.62 N 12.37 N ce-3e Ii.&5 <br />5=. 022i h 57 `" sa 5�.(XJ25 Bo 1 55 54 EX. I1' MRF LIFE 5� 53 <br />IN5TALL 2 - 10' TYPE CL -6 CHAIN-� -" - - <br />LINK 6ATE5 A5 PER SAN JOAQUIN it <br />74+•37 _ �Y77�5 EY. I2' 5TGfdl GRAIN LIFE �COUNTY STANDARDS, DRAWING NO. -5D-12, CENTERED, WITH KNOX LG> :K 13. CYJ S 12.64 12.25ex. Io sa+lrvrr se ez uFEA5 APPROVED BY THE FIRE MARSHAL, <br />ONE W31 ON THE NORTH 6ATE AND <br />ONE CALIF. HI6HWAY CODE TYPE NR <br />(24" x 24")CENTERED ON EACH 6ATE <br />INSTALLATION OF 6ATE S TO BE COORPINATE P <br />WITH THE OFF-SITE WATER PLAN <br />AND EMER6ENCY VEHICLE ACCESS <br />IMPROVEMENT PLAN5 FOR 774E OAKWAOD <br />LAKE SUBDIVISION <br />INSTALL 20 L.F. - BARRICADE A5 <br />PER 5AN JOAQUIN COUNTY 5TANDARD5, <br />DRAWIN6 NO. R-24 (TYP. OF 2) <br />16 <br />14 <br />12 <br />10 <br />e <br />b <br />4 <br />2 <br />0 <br />-4 <br />-6 <br />-8 <br />-10 <br />-12 <br />-14 <br />59. <br />/ �1 HJ <br />177 N L. F. J 50 L.F. <br />6' P.V.G. F04OVE PLUG AND 12' R.G. P <br />AT 5=. 02T TO FX. $ r� $ AT 6125 <br />6' S <br />370 369 45 L. F. I 254 <br />12' R.G.P. <br />AT 5=.005 X 0 <br />12' 12' <br />12' P. V. G. I 8' P.V.G. <br />CATCH BASIN DATA ,' 2 ' r <br />12" INV. AT C.B.-34 = 5.39 3p, gp <br />45 L. F. - 12" R. G. P. AT 5=. 005 <br />12" INV. IN AT C.B.-35 = 5. 16 COMO DRI VE <br />12" INV. OUT AT G. B. ^-35 = 5. 06 <br />50 L.F. 12" R.G.P. AT 5=.005 17 <br />12" INV. AT S.D.M.H.^-Ib = 4.81 <br />144 <br />M. H. * 57 <br />RIM=12.4 `' 5 <br />Z <br />`a <br />EX. 6ROUN12 m <br />RENOVE PLU6 AND <br />CONNECT TO EX. <br />12" STOW DRAIN <br />5AWCUT EX. PAVEMENT AT <br />5TA. 55+39 AND REMOVE <br />PAVEMENT, HEADERBOARD <br />AND BARRICADE ITO THE M5T <br />ZOA&m I ZW I VE. <br />5GALE: 1"=40' <br />57. <br />56. 55. 54. <br />.. QQ <br />+ m NNS <br />FV- V p Z <br />w N rt u�1 o �t US <br />CURB (5)' FROP05ED TOP OF CURB (N) <br />(6m VERTI w,AL T rP <br />I <br />--_•-�- EX. M. H. <br />RIM -12.4 <br />12" P. V. G. <br />177 L. F. w <br />6" P.V.G. <br />AT 5=. 02 <br />u <br />J `w <br />�4 <br />• <br />/A'ln <br />b <br />5. P. M. H. * 16 <br />RIM=12.5 <br />It <br />Io) <br />. car <br />V <br />U <br />I <br />.. <br />W <br />r <br />� <br />M <br />We <br />r <br />> rn <br />+ <br />-CO <br />t1 <br />V <br />t1 <br />PROPP. EP <br />TOP OF <br />(44i " ROLL <br />TYPE) <br />56. 55. 54. <br />.. QQ <br />+ m NNS <br />FV- V p Z <br />w N rt u�1 o �t US <br />CURB (5)' FROP05ED TOP OF CURB (N) <br />(6m VERTI w,AL T rP <br />I <br />--_•-�- EX. M. H. <br />RIM -12.4 <br />12" P. V. G. <br />177 L. F. w <br />6" P.V.G. <br />AT 5=. 02 <br />u <br />J `w <br />�4 <br />• <br />/A'ln <br />b <br />5. P. M. H. * 16 <br />RIM=12.5 <br />It <br />Io) <br />. car <br />W NIt17 t1 <br />�s�s:ss:ssa�ssss <br />F.X. M. H. <br />RIM= 11.7 <br />EX- 1 " WATER <br />EX. 12" 5TORHDIRAI N <br />\72 L. F. <br />12" R. G. P. <br />AT 5=. 0025 <br />EX. LO"SEl4 <br />I <br />I <br />EX. 15' 5TA21 <br />GRAIN LIFE <br />53. <br />V <br />U <br />I <br />.. <br />W <br />r <br />� <br />M <br />We <br />r <br />> rn <br />+ <br />-CO <br />+ <br />x <br />x <br />W NIt17 t1 <br />�s�s:ss:ssa�ssss <br />F.X. M. H. <br />RIM= 11.7 <br />EX- 1 " WATER <br />EX. 12" 5TORHDIRAI N <br />\72 L. F. <br />12" R. G. P. <br />AT 5=. 0025 <br />EX. LO"SEl4 <br />I <br />I <br />EX. 15' 5TA21 <br />GRAIN LIFE <br />53. <br />00 - <br />Y <br />00 <br />v w <br />a <br />0 <br />j� Z <br />V) <br />a <br />Dto <br />Arty f r,l Shnu 4y <br />All irfonrnal rm t_. n _-ctng Tt e StW,-fk <br />SCALE : <br />HORIZONTAL 1"=40' <br />VERTICAL 1"=4' <br />V <br />U <br />I <br />.. <br />W <br />F <br />tom - <br />N <br />M <br />We <br />00 - <br />Y <br />00 <br />v w <br />a <br />0 <br />j� Z <br />V) <br />a <br />Dto <br />Arty f r,l Shnu 4y <br />All irfonrnal rm t_. n _-ctng Tt e StW,-fk <br />SCALE : <br />HORIZONTAL 1"=40' <br />VERTICAL 1"=4' <br />RYAN CARREL, R.C.E. 61619 <br />DANIEL ENGLAND, R.C.E. 49026 <br />DAVE SKIDMORE, L.S. 7126 <br />No.61619 <br />Exp. 6-3607 <br />DRAWN BY: J. 5. H. <br />DATE: rfPT. 27, 2005 <br />SCALE: NOTED <br />DWG: 296H-NLCPP <br />CHECKED: <br />JOB u 296H-04 <br />SHEET 16 <br />OF 30 <br />V <br />O1 <br />c <br />o <br />°D <br />.. <br />W <br />Z <br />_ <br />C <br />M <br />We <br />r <br />> rn <br />-CO <br />rn <br />Zaoz <br />O o <br />U <br />. <br />W <br />�1 <br />0 <br />on <br />=g� <br />0 <br />W <br />� <br />u rn <br />T <br />Z <br />C_ <br />ko t; <br />V)moo <br />Nein <br />z <br />N <br />W <br />N <br />a <br />RYAN CARREL, R.C.E. 61619 <br />DANIEL ENGLAND, R.C.E. 49026 <br />DAVE SKIDMORE, L.S. 7126 <br />No.61619 <br />Exp. 6-3607 <br />DRAWN BY: J. 5. H. <br />DATE: rfPT. 27, 2005 <br />SCALE: NOTED <br />DWG: 296H-NLCPP <br />CHECKED: <br />JOB u 296H-04 <br />SHEET 16 <br />OF 30 <br />