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16 <br />14 <br />12 <br />10 <br />8 <br />6 <br />4 <br />2 <br />O <br />-2 <br />-4 <br />-6 <br />-8 <br />-10 <br />-12 <br />-14 <br />CATCH BA5I N DATA <br />12" INV. AT G.B.-20 = 5.30 <br />33 36 L.F. ^• 12" R.G. P. 5=. 0 34 CATCH BASIN DATA <br />12" INV. IN AT G. B. ^•2I1 = 5.122 12" INV. AT G.B.-25 = 7.36 <br />C'gMO6L7 COUP. 12" INV. OUT AT G. B. -21 = 5.02 12 DUOMO LANE 12"L. F. -AT2" D. M. H. IA6 5=. 7 0350 <br />50 L.F. 12" R.G.P. AT 5=.005 <br />�' a• 12" INV. AT 5. D. M. H.-12 = 4.77 <br />.25' z' 12" INV. AT C.O.-26 = 5.45 <br />�- 1a• 16• 7, 12" INV. OUT AT G. B.-22 = 6.00 7' 7, 24 L.F. - 12" R.C.P. AT 5=.005 7' <br />25 L.F. 12" R.G.P. AT 5=.005 ib' 16' 12" INV, AT S.D.M.H,-115 = 5.33 <br />12" INV. AT 5. D. M. H.-12 = 5.87 30" R.C.P.- <br />12' 12• 12' 12' <br />i b" P.V.G. m IO" P.V.G.- <br />I = 6" P.V.G. <br />6" P.V.G. 4 � 50 L.F. <br />STA. 19+26.66 30" R.C.F. <br />90 91 92 <br />r STREET L76Hi AT 5=.0012 <br />g R 93 : <br />` a" P.V.G. <br />'r R 12" R.6.F. I6" R.G. P. .7, 134 135 <br />50 L.F. STA. 16+3.66 334 L. F. ^• <br />12" R.C.F. 57FZffT L16HT 6" P. V. G. 6' 270 L.F. ^• 12 L.F. ^• <br />AT 5=.005 6" P.V.G. 12" R.G.P. <br />PH 1 <br />O I� I5 AT 5=.005 _ AT 5=. 05 AT 5=.005 <br />r <br />O 5 O <br />„1 12.53 9 I2.56�� c 5=13. 12`p 12.93 5 I i.67 <br />� _ - SD1+F'13 - - - 501fM11 <br />'17.52 rs u iv ;o � ii W ie S=.� i" z� d j <br />25 <br />RAPALLO WAY <br />30' 30' <br />z7' i z7' <br />NOTE: 12.68 n 13.36 1l -q'7 <br />j <br />6" VERTICAL CURB AND 6UTTER <br />TO BE INSTALLED ON THE NORTH 9 339 L.F. ry 24 L.F. ^• <br />SIDE OF STREET, 41� ROLL CURB 220 L.F. ^• i2" R.G.P. <br />24" R.G.P. AT 5=.005 <br />WITH SIDEWALK TO BE INSTALLED STA. T L16 <br />T 30" R.G. P. <br />ON SOUTH 51 DE OF STREET 25 L. F. ^• AT 5=.001 57FIffT u6Mr AT 5=.0012 <br />12" R. G. P. 270 L. F. ^• <br />AT 5=. 005 270 L. F. b" P. V. G. <br />STA. 14+53.42 6" P. V. G. <br />STF+ffi LIEflE SEE <br />THE OAKWOOD LAKE SUBDIVISION <br />OFF-SITE IMPROVEMENT PLANS FOR <br />PUMP STATION NO. 1 AND THE REQUIRED <br />OUTFALL. THE CONTRACTOR SHALL <br />COORDINATE THE OFF-5ITE CONSTRUCTION <br />WITH THE IMPROVEMENTS AS SHOWN <br />ON THESE PLANS <br />i" <br />N <br />L <br />M. H. # 26 <br />RIM=12.2 <br />6" P. V. G. WATER <br />236 L.F. - 24"J <br />R.C.P. AT 5=.001 <br />(SPW # 1I TO 5VW # 12)' <br />221 L. F. 6"- Ip <br />P. V. G. AT 5=. 005 / <br />(1°0-1 # 25 TO MH # 26) <br />d <br />3 <br />o � uryi <br />+F N <br />s <br />a <br />N w�0 <br />5=. 0025 <br />S. D. M. H. # 12 PROPOSED TOP OF CURB (5) <br />RIM=12.3 (44j" ROLL TYPE) <br />I6. <br />GRI YELLO IPRI VE. <br />SCALE: 1"=40' <br />-*I w -IN- of <br />lJ <br />CURVE TABLE <br />x <br />7 <br />Z <br />CURVE <br />DELTA <br />RADIU5 <br />LEN6TH <br />CHORD <br />TAN6ENT <br />DE5C. <br />5 <br />90'00'07' <br />30.07' <br />47.12' <br />42.43' <br />30.00' <br />FL <br />7 <br />102°05'12' <br />30. A7' <br />53.45' <br />46.66' <br />37. IO' <br />FL <br />6 <br />93°37'53" <br />30.Lb' <br />49.03' <br />43.75' <br />31.96' <br />PL <br />9 <br />42°37'57' <br />418.00' <br />311.02' <br />303.90' <br />163.11' <br />FL <br />Z <br />42°37'57' <br />407.07' <br />297.63' <br />290.61 <br />156.06' <br />CL <br />10°29'49' <br />388.00' <br />71.08' <br />70.96' <br />35.64' <br />5 <br />9°32'32' <br />394.00' <br />65.62' <br />65.54' <br />32.89' <br />SD <br />IV <br />11' <br />412. <br />9.97' <br />4.98' <br />W <br />4'A'43' <br />CO: <br />412.07' <br />291.79' <br />285.73' <br />152.32' <br />W <br />16 <br />14 <br />12 <br />10 <br />8 <br />6 <br />4 <br />2 <br />O <br />-2 <br />-4 <br />-6 <br />-8 <br />-10 <br />-12 <br />-14 <br />CATCH BA5I N DATA <br />12" INV. AT G.B.-20 = 5.30 <br />33 36 L.F. ^• 12" R.G. P. 5=. 0 34 CATCH BASIN DATA <br />12" INV. IN AT G. B. ^•2I1 = 5.122 12" INV. AT G.B.-25 = 7.36 <br />C'gMO6L7 COUP. 12" INV. OUT AT G. B. -21 = 5.02 12 DUOMO LANE 12"L. F. -AT2" D. M. H. IA6 5=. 7 0350 <br />50 L.F. 12" R.G.P. AT 5=.005 <br />�' a• 12" INV. AT 5. D. M. H.-12 = 4.77 <br />.25' z' 12" INV. AT C.O.-26 = 5.45 <br />�- 1a• 16• 7, 12" INV. OUT AT G. B.-22 = 6.00 7' 7, 24 L.F. - 12" R.C.P. AT 5=.005 7' <br />25 L.F. 12" R.G.P. AT 5=.005 ib' 16' 12" INV, AT S.D.M.H,-115 = 5.33 <br />12" INV. AT 5. D. M. H.-12 = 5.87 30" R.C.P.- <br />12' 12• 12' 12' <br />i b" P.V.G. m IO" P.V.G.- <br />I = 6" P.V.G. <br />6" P.V.G. 4 � 50 L.F. <br />STA. 19+26.66 30" R.C.F. <br />90 91 92 <br />r STREET L76Hi AT 5=.0012 <br />g R 93 : <br />` a" P.V.G. <br />'r R 12" R.6.F. I6" R.G. P. .7, 134 135 <br />50 L.F. STA. 16+3.66 334 L. F. ^• <br />12" R.C.F. 57FZffT L16HT 6" P. V. G. 6' 270 L.F. ^• 12 L.F. ^• <br />AT 5=.005 6" P.V.G. 12" R.G.P. <br />PH 1 <br />O I� I5 AT 5=.005 _ AT 5=. 05 AT 5=.005 <br />r <br />O 5 O <br />„1 12.53 9 I2.56�� c 5=13. 12`p 12.93 5 I i.67 <br />� _ - SD1+F'13 - - - 501fM11 <br />'17.52 rs u iv ;o � ii W ie S=.� i" z� d j <br />25 <br />RAPALLO WAY <br />30' 30' <br />z7' i z7' <br />NOTE: 12.68 n 13.36 1l -q'7 <br />j <br />6" VERTICAL CURB AND 6UTTER <br />TO BE INSTALLED ON THE NORTH 9 339 L.F. ry 24 L.F. ^• <br />SIDE OF STREET, 41� ROLL CURB 220 L.F. ^• i2" R.G.P. <br />24" R.G.P. AT 5=.005 <br />WITH SIDEWALK TO BE INSTALLED STA. T L16 <br />T 30" R.G. P. <br />ON SOUTH 51 DE OF STREET 25 L. F. ^• AT 5=.001 57FIffT u6Mr AT 5=.0012 <br />12" R. G. P. 270 L. F. ^• <br />AT 5=. 005 270 L. F. b" P. V. G. <br />STA. 14+53.42 6" P. V. G. <br />STF+ffi LIEflE SEE <br />THE OAKWOOD LAKE SUBDIVISION <br />OFF-SITE IMPROVEMENT PLANS FOR <br />PUMP STATION NO. 1 AND THE REQUIRED <br />OUTFALL. THE CONTRACTOR SHALL <br />COORDINATE THE OFF-5ITE CONSTRUCTION <br />WITH THE IMPROVEMENTS AS SHOWN <br />ON THESE PLANS <br />i" <br />N <br />L <br />M. H. # 26 <br />RIM=12.2 <br />6" P. V. G. WATER <br />236 L.F. - 24"J <br />R.C.P. AT 5=.001 <br />(SPW # 1I TO 5VW # 12)' <br />221 L. F. 6"- Ip <br />P. V. G. AT 5=. 005 / <br />(1°0-1 # 25 TO MH # 26) <br />d <br />3 <br />o � uryi <br />+F N <br />s <br />a <br />N w�0 <br />5=. 0025 <br />S. D. M. H. # 12 PROPOSED TOP OF CURB (5) <br />RIM=12.3 (44j" ROLL TYPE) <br />I6. <br />GRI YELLO IPRI VE. <br />SCALE: 1"=40' <br />-*I w -IN- of <br />i <br />339 L. F. 24" R. G. P. AT 5=. ODI <br />339 L. F. 6" P. V. G. AT <br />CATCH BASIN DATA <br />12" INV. AT G. 8. -27 = 5.36 <br />7, 64 L.F. - 12" R.G.P. AT 5=.005 <br />12" INV. AT 5.D.M.H.-17 = 5.06 <br />-12" P.V.G. <br />20.5 <br />IMR61i :ter <br />45 L.F. - <br />12" P.V.G. <br />ou <br />17. 18. 19. 20. 21. <br />N m trON I+1 N h NN <br />ru r mu u u u- <br />IV- IV- V V N IV- Qz <br />N 7 N W'L1 N� N 7 N "O N W•0 N <br />I -PROPOSED TOP OF CURB (N) EX. 6ROUND S. D. M. H. # 17�i� <br />14. H. # 20 RIM=12.3 <br />" ____ 5_�L�163 RIM -12.1 <br />6 DRIVEOVER <br />M.H. # 29 -------__.___.------' <br />5. D. M. H. # 13 <br />z RIM=13.0 RIM=13.2 S. D. M. H. # 16 i <br />ro B" P.V.C. XA7ER RIM=11.6 m <br />220 L.F. 30" R.G.P. AT 5=.0012 <br />�IN5TALL 42 L.F. - <br />5-2x4 HEADEfWARD AS <br />PER DETAIL, SEE <br />- -SHEET IG <br />INSTALL bO L. F. ^• <br />BARRICADE AS PER <br />-THE SAN JOAGUIN <br />COUNTY 57ANDARD5, <br />ORAWIN6 NO. R-24 <br />I2" P.V.G. WATER <br />005 <br />270 L. F. 6" P. V. G. AT 5=. 005 .50 L. F. <br />�gl pb 30" R. G. P. <br />AT 5=.0012 <br />b lel. JK <br />fo 10 y•, <br />,old. <br />r r-mr _ v0 r r�r <br />rP rt�x� <br />In 1* r mx=�Wp <br />ry 1� i Q Q= ry ry i ry 1: <br />2 2 2 N <br />d= o< m c o d x d C4 d x <br />N Y 0 rJI N N U1 tt'n 2 N U1 N <br />RECORD DRAWING <br />Corrections _ _ <br />No Chap - <br />v <br />Dare fla./ o - <br />Any P, r_j _ _.�,, 1 , . ,uro Varity <br />A,II info maL�rl tl i .,: cti r t , Site Of Work <br />16 <br />14 <br />12 <br />10 <br />P8 <br />SCALE : <br />HORIZONTAL i"=40' <br />VERTICAL I"=4' <br />e <br />Q <br />lJ <br />N <br />x <br />7 <br />Z <br />c <br />�< <br />N <br />> u <br />N <br />o g . <br />Zc <br />7 <br />(rC�Dz <br />O 0 <br />7 <br />2 <br />7 <br />o -- <br />w <br />o <br />z8� <br />O <br />Z <br />e <br />Ni <br />i <br />i <br />NU1N� <br />d <br />e <br />m <br />i <br />339 L. F. 24" R. G. P. AT 5=. ODI <br />339 L. F. 6" P. V. G. AT <br />CATCH BASIN DATA <br />12" INV. AT G. 8. -27 = 5.36 <br />7, 64 L.F. - 12" R.G.P. AT 5=.005 <br />12" INV. AT 5.D.M.H.-17 = 5.06 <br />-12" P.V.G. <br />20.5 <br />IMR61i :ter <br />45 L.F. - <br />12" P.V.G. <br />ou <br />17. 18. 19. 20. 21. <br />N m trON I+1 N h NN <br />ru r mu u u u- <br />IV- IV- V V N IV- Qz <br />N 7 N W'L1 N� N 7 N "O N W•0 N <br />I -PROPOSED TOP OF CURB (N) EX. 6ROUND S. D. M. H. # 17�i� <br />14. H. # 20 RIM=12.3 <br />" ____ 5_�L�163 RIM -12.1 <br />6 DRIVEOVER <br />M.H. # 29 -------__.___.------' <br />5. D. M. H. # 13 <br />z RIM=13.0 RIM=13.2 S. D. M. H. # 16 i <br />ro B" P.V.C. XA7ER RIM=11.6 m <br />220 L.F. 30" R.G.P. AT 5=.0012 <br />�IN5TALL 42 L.F. - <br />5-2x4 HEADEfWARD AS <br />PER DETAIL, SEE <br />- -SHEET IG <br />INSTALL bO L. F. ^• <br />BARRICADE AS PER <br />-THE SAN JOAGUIN <br />COUNTY 57ANDARD5, <br />ORAWIN6 NO. R-24 <br />I2" P.V.G. WATER <br />005 <br />270 L. F. 6" P. V. G. AT 5=. 005 .50 L. F. <br />�gl pb 30" R. G. P. <br />AT 5=.0012 <br />b lel. JK <br />fo 10 y•, <br />,old. <br />r r-mr _ v0 r r�r <br />rP rt�x� <br />In 1* r mx=�Wp <br />ry 1� i Q Q= ry ry i ry 1: <br />2 2 2 N <br />d= o< m c o d x d C4 d x <br />N Y 0 rJI N N U1 tt'n 2 N U1 N <br />RECORD DRAWING <br />Corrections _ _ <br />No Chap - <br />v <br />Dare fla./ o - <br />Any P, r_j _ _.�,, 1 , . ,uro Varity <br />A,II info maL�rl tl i .,: cti r t , Site Of Work <br />16 <br />14 <br />12 <br />10 <br />P8 <br />SCALE : <br />HORIZONTAL i"=40' <br />VERTICAL I"=4' <br />e <br />Q <br />lJ <br />01 <br />�_ <br />1, <br />n <br />Z <br />c <br />�< <br />N <br />> u <br />o g . <br />Zc <br />(rC�Dz <br />O 0 <br />...� <br />u <br />.2 <br />o -- <br />w <br />o <br />z8� <br />O <br />Z <br />moo <br />w M <br />Ni <br />�` <br />�o� <br />N <br />Ifo <br />Z <br />a <br />{J.I <br />7 <br />V1 <br />a <br />kv <br />RYAN CARREL, R.C.E. 61619 I <br />DANIEL ENGIAND, R.C.E. 49026 <br />DAVE SKIDMORE, L.S. 7126 <br />No.61619 <br />Exp.6-3007 <br />DRAWN 6Y: J. 5. H. <br />DATE: 6114105 <br />SCALE: NOTED <br />DWG: 29b-BDPP <br />CHECKED: K{'i <br />1o6 a 296-03 <br />SHEET 31 <br />OF 45 <br />