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BENCH MARK: <br />PER U.S.G.S. B.M. 19-8 1907-45. <br />LOCATION: NORTHWEST CORNER OF MASONIC <br />BUILDING IN THE TOWN OF WOODBRIDGE. <br />ELEVATION: 45.85 IS MOST CURRENT PER <br />F.E.M.A. <br />DATE SIGNED: 9 • E 1 }n <br />50 <br />40 <br />30 <br />1+00 2+00 <br />RIVERBEND DRIVE <br />SEE SHEET C-10 <br />INSTALL SURVEY MONUMENT PER SDM <br />SJC STD. DETAIL NO. CW—M1 <br />RIVERBEND DRIVE STA: 5+12.06 <br />= RED OAK DRIVE STA: 1+50.00' CA I� <br />x <br />I � <br />An <br />C) <br />CD <br />+ <br />p N <br />Ncn <br />>; N <br />RIVERBEND DRIVE <br />SEE SHEET C-10 <br />3+00 <br />PROFILE <br />SCALE: HORIZONTAL 1"=40'-0" <br />VERTICAL 1"=4'-0" <br />**LATERAL SHALL BE CLASS V RCP <br />PRESSURE PIPE PER AWWA <br />C302-95, OR DIP. <br />CB # 4 <br />STA: 2+00.57 <br />FL: 37.35 <br />INV 0 CB: 33.72 <br />INV ® MH: 33.61 <br />SIZE: 12" <br />SLOPE: 0.005 <br />LENGTH: 23LF** <br />25 0' PUE <br />---25=------ -- <br />24' <br />j 3+O0 <br />4+00 <br />00 u <br />'n C <br />26 M 28 <br />W U <br />a o' <br />SW~ <br />—TI---- ---- SW--- <br />5+00 <br />RIVERMIST DRIVE <br />SEE SHEET C-9 <br />IM1U■Y�� <br />25' 13' W S 10' PUE <br />]C4 <br />�=16 15 <br />W� <br />CB # 5 <br />STA: 2+00.57 <br />FL: 37.35 <br />NV 0 CB: 33.66 RED OAK DRIVE <br />INV 0 MH: 33.61 SCALE: 1"=40'—O" <br />SIZE: 12" <br />SLOPE: 0.005 <br />LENGTH: 11 LF <br />C10 <br />CD. <br />WSco <br />... <br />o <br />CL4 1 3241.95' 1 <br />_ <br />W7p "'•� <br />13 <br />perry n <br />M~ <br />1 78.72' <br />� <br />J <br />217.86' <br />. <br />NU <br />11'04'40" <br />t5 12-314 <br />C4 <br />53.00' <br />115'28'56" <br />106.82' <br />C5 <br />30.00' <br />95703'48" <br />49.78' <br />tTj:. <br />N.'.p �. <br />�� <br />267.61' <br />N <br />if7 .: <br />CMN <br />.'. . . . .' . . . .'. . . . <br />. .LO <br />In "'N. <br />00 in <br />.� <br />Cq <br />M . <br />... <br />O.:. <br />M. <br />4h0 <br />O. <br />00 <br />.pry^ <br />po <br />M <br />.:. <br />. <br />+ <br />II <br />+ <br />II <br />+ <br />II M <br />G6 00 <br />r-0,00. <br />•- <br />La <br />p 00 <br />C) no <br />II <br />W <br />. . .:. <br />. . . .:. . . . . . . . . . .. .. <br />II <br />. <br />N.il04 <br />. <br />!nII. <br />hh+hW <br />m <br />K3 <br />+< <br />LL <br />M� <br />W' <br />O�O <br />M <br />..-17) <br />m <br />+ <br />in <br />nHcr <br />Lz!.. <br />.. <br />... . . . . . . . . . . . <br />'NND <br />.. <br />`J�+66U <br />o <br />CENTERUNE <br />vi <br />Uj <br />± <br />o <br />°o�. <br />' <br />EXISTING GROUND.' <br />AT. CENTERLINE PROPOSED <br />¢ <br />i <br />. . . . <br />J <br />. . <br />. . <br />. . . . . . . <br />. . . . . . . . <br />FLOWLINE <br />. . . . . . . <br />. . <br />. . . <br />0.0.31% <br />' <br />PROPOSED <br />. . <br />. . . . . <br />. . . . . . . . . . . . . . . . . . . . <br />PROPOSED <br />FINISHED <br />5fiCf <br />" <br />15. D <br />RIVERMIST AN <br />GRADE OF <br />0 S=0,0015, <br />RED <br />RIVERBEND <br />.' <br />. . <br />. . . . <br />. . . . . . . . . . . <br />. . . <br />. <br />. . . . <br />KN LE <br />UCK <br />DRIVE. <br />. . . .'. <br />. . . . ... . . . ... . . . ... <br />. ... . . <br />... . <br />. . ... . . . <br />.' <br />. . ... . <br />3051-F.S 0 S=0.0035 <br />3 <br />3 <br />..... <br />g W <br />.......... <br />8"W .. ... <br />...... <br />�. <br />W <br />Z. <br />Q <br />^ <br />. ... . . .... <br />.N <br />.M <br />. <br />Z. <br />`u-) <br />o <br />'m <br />Cq <br />. . . . <br />. . . . . . . . ' . . ' . . . . <br />b� <br />. <br />N <br />. .:. 150. <br />— <br />.N <br />M <br />.p4j <br />. . . . ... <br />. . . . . . . . . ' <br />U') <br />00 <br />LQ <br />Q,Q <br />. . . ... . . . ... . . . . . . . <br />. . . . . . . . . M . . . <br />fn <br />. . . <br />M <br />6.1 <br />.�.. <br />00 <br />.� <br />. <br />. .:. jMMM <br />10 1p.q <br />.�. <br />.,. ... <br />7 <br />... .. <br />... <br />? <br />t0 <br />MM. <br />_. <br />_. <br />� <br />. <br />+ <br />.. <br />.O'. <br />.......................................... <br />.........'... <br />110 <br />. ... . . . ... . . . . <br />1+00 2+00 <br />RIVERBEND DRIVE <br />SEE SHEET C-10 <br />INSTALL SURVEY MONUMENT PER SDM <br />SJC STD. DETAIL NO. CW—M1 <br />RIVERBEND DRIVE STA: 5+12.06 <br />= RED OAK DRIVE STA: 1+50.00' CA I� <br />x <br />I � <br />An <br />C) <br />CD <br />+ <br />p N <br />Ncn <br />>; N <br />RIVERBEND DRIVE <br />SEE SHEET C-10 <br />3+00 <br />PROFILE <br />SCALE: HORIZONTAL 1"=40'-0" <br />VERTICAL 1"=4'-0" <br />**LATERAL SHALL BE CLASS V RCP <br />PRESSURE PIPE PER AWWA <br />C302-95, OR DIP. <br />CB # 4 <br />STA: 2+00.57 <br />FL: 37.35 <br />INV 0 CB: 33.72 <br />INV ® MH: 33.61 <br />SIZE: 12" <br />SLOPE: 0.005 <br />LENGTH: 23LF** <br />25 0' PUE <br />---25=------ -- <br />24' <br />j 3+O0 <br />4+00 <br />00 u <br />'n C <br />26 M 28 <br />W U <br />a o' <br />SW~ <br />—TI---- ---- SW--- <br />5+00 <br />RIVERMIST DRIVE <br />SEE SHEET C-9 <br />IM1U■Y�� <br />25' 13' W S 10' PUE <br />]C4 <br />�=16 15 <br />W� <br />CB # 5 <br />STA: 2+00.57 <br />FL: 37.35 <br />NV 0 CB: 33.66 RED OAK DRIVE <br />INV 0 MH: 33.61 SCALE: 1"=40'—O" <br />SIZE: 12" <br />SLOPE: 0.005 <br />LENGTH: 11 LF <br />50 <br />40 <br />30 <br />20 <br />SJC STD. DETAIL NO. CW -M1 <br />RIVERMIST DRIVE STA: 10+12.20 = <br />RED OAK DRIVE STA: 5+14.29 <br />LEGEND <br />PROPOSED AC PAVEMENT <br />BLUE REFLECTIVE MARKER TO BE <br />PLACED 1' FROM CENTERLINE <br />TOWARDS THE FIRE HYDRANT. <br />22' CLASS 200 PVC (DR14 PER AWWA <br />C900), OR DIP WITH NO JOINTS 11' <br />EITHER SIDE OF CROSSING <br />22' CLASS 200 PVC (DR14 PER AWWA C900), OR HDPE WITH <br />® FUSION WELDED JOINTS PER AWWA C906-99, OR DIP WITH NO <br />JOINTS 11' EITHER SIDE OF CROSSING <br />22' CLASS V RCP PRESSURE PIPE <br />PER AWWA C302-95, OR DIP WITH <br />NO JOINTS 11' EITHER SIDE OF <br />CROSSING <br />CENTERLINE <br />' 1� / <br />JJ <br />CURVE I RADIUS <br />WSco <br />S� <br />CL4 1 3241.95' 1 <br />_ <br />W7p "'•� <br />13 <br />perry n <br />M~ <br />1 78.72' <br />II .I <br />J <br />217.86' <br />C3 <br />NU <br />11'04'40" <br />t5 12-314 <br />C4 <br />50 <br />40 <br />30 <br />20 <br />SJC STD. DETAIL NO. CW -M1 <br />RIVERMIST DRIVE STA: 10+12.20 = <br />RED OAK DRIVE STA: 5+14.29 <br />LEGEND <br />PROPOSED AC PAVEMENT <br />BLUE REFLECTIVE MARKER TO BE <br />PLACED 1' FROM CENTERLINE <br />TOWARDS THE FIRE HYDRANT. <br />22' CLASS 200 PVC (DR14 PER AWWA <br />C900), OR DIP WITH NO JOINTS 11' <br />EITHER SIDE OF CROSSING <br />22' CLASS 200 PVC (DR14 PER AWWA C900), OR HDPE WITH <br />® FUSION WELDED JOINTS PER AWWA C906-99, OR DIP WITH NO <br />JOINTS 11' EITHER SIDE OF CROSSING <br />22' CLASS V RCP PRESSURE PIPE <br />PER AWWA C302-95, OR DIP WITH <br />NO JOINTS 11' EITHER SIDE OF <br />CROSSING <br />CENTERLINE <br />CURVE <br />TABLE <br />CURVE I RADIUS <br />DELTA <br />LENGTH <br />CL4 1 3241.95' 1 <br />6.26'18" <br />1 364.29' <br />CL5 1 800.00' 1 <br />5'38'16" <br />1 78.72' <br />FACE <br />OF CURB CURVE <br />TABLE <br />CURVE <br />RADIUS <br />DELTA <br />LENGTH <br />C1 <br />30.00' <br />8959'21" <br />46.59' <br />C2 <br />3223.95' <br />3'52'18" <br />217.86' <br />C3 <br />97.00' <br />11'04'40" <br />18.75' <br />C4 <br />53.00' <br />115'28'56" <br />106.82' <br />C5 <br />30.00' <br />95703'48" <br />49.78' <br />C6 <br />3259.95' <br />4.42'12' <br />267.61' <br />C7 <br />30.00' <br />86.40'32" <br />45.38' <br />1 <br />u <br />a <br />WINDWOOD ESTATES <br />DRAWN BY: <br />DJA <br />PLAN & PROFILE RED OAK DRIVE STA: 1+00 TO 5+50 <br />SCALE: <br />r <br />COUNTY APPROVAL <br />z N0. D E 5 C R I P T I 0 N APPROVED �: �� <br />0 <br />rnn <br />1"=40' <br />PREPARED IN THE OFFICE OF: Civil Engineering <br />• Land Surveying DATE: 097�g706 <br />• Structural Engineering <br />........._..................................................................... • Planning <br />4045 Coronado Avenue • Stockton CA 95204 R.C.E. NO.: 62498 <br />209 943-2021 9 Fax: 209 942-0214 <br />SHEET <br />C-11 <br />JOB NO. <br />04251 <br />Of <br />/ EXP DATE: 09/2007 <br />ENGINEERING , INC. nrclr_ni cl.icinirro <br />DRAWING FI <br />v' <br />1 <br />u <br />a <br />