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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: '1 I'r -4 <br />50 <br />40 <br />30 <br />20 <br />INSTALL TYPE "A" - <br />BARRICADE PER SAN <br />JOAQUIN COUNTY <br />DETAIL NO. R-24 <br />5+00 6+00 7+00 8+00 <br />PROFILE <br />SCALE: HORIZONTAL 1"=40'-0" <br />VERTICAL 1'=4'-0" <br />WINDWOOD DRIVE STA: 32+48.38 <br />= RIVERMIST DRIVE STA: 6+48.50 <br />N <br />N U�U) <br />7J m +" <br />J Z CIOM <br />Z �co <br />10' PUE <br />25' <br />SSMH 2 <br />12' 1 <br />J 12' <br />10' PUE <br />'0 <br />a^IJm <br />m <br />**LATERAL SHALL BE CLASS V RCP <br />�►�M�-113_ rte <br />'i <br />WINDWOOD DRIVE SEE <br />SHEET C-8 <br />m <br />`gym <br />^0' 10 <br />9+00 <br />-- -S I — --- s <br />8+00 9• <br />10+00 <br />PRESSURE PIPE PER <br />CB # 1 <br />AWWA <br />STA: 6+65.79 <br />-- <br />FL: 37.13 <br />m <br />PLACED 1' FROM CENTERLINE <br />INV ®CB: 33.69 <br />w + I-- <br />8 <br />INV ® MH: 33.38 <br />9 <br />h <br />SIZE: 12" <br />w+ W <br />1200)M <br />FW <br />SLOPE: 0.005 <br />Z m (n LL: <br />N Z <br />LENGTH: 62LFss <br />95'03'48" <br />- <br />------ <br />-rT -- <br />�►�M�-113_ rte <br />'i <br />WINDWOOD DRIVE SEE <br />SHEET C-8 <br />m <br />`gym <br />^0' 10 <br />9+00 <br />-- -S I — --- s <br />8+00 9• <br />10+00 <br />/ rn <br />CURVE <br />— — — — — — <br />10 PUE <br />— — — — — — — — — — — — — — <br />-- <br />BLUE REFLECTIVE MARKER TO BE <br />Ci <br />PLACED 1' FROM CENTERLINE <br />204.49' <br />�~ <br />O <br />LOO <br />+M <br />N Ung <br />O <br />h <br />O J <br />w+ W <br />1200)M <br />FW <br />}pp <br />O+i2 <br />QU <br />N Z <br />d <br />95'03'48" <br />m <br />H <br />Z �V)Li <br />�w <br />aw <br />~� <br />SW--`\� <br />PER AWWA C302-95, OR DIP WITH <br />97.00' <br />11'05'12" <br />NO JOINTS 11' EITHER SIDE OF <br />C7 <br />/ rn <br />CURVE <br />— — — — — — <br />10 PUE <br />— — — — — — — — — — — — — — <br />-- <br />BLUE REFLECTIVE MARKER TO BE <br />2600.00' <br />PLACED 1' FROM CENTERLINE <br />204.49' <br />TOWARDS THE FIRE HYDRANT. <br />C^ <br />22' CLASS 200 PVC (DR14 PER AWWA <br />®C900), <br />h <br />U <br />\'2 <br />EITHER SIDE OF CROSSING <br />29 <br />28 + <br />tzi <br />d <br />95'03'48" <br />WITH NO JOINTS 11' EITHER SIDE OF CROSSING <br />rnw <br />c <br />�nm <br />PER AWWA C302-95, OR DIP WITH <br />97.00' <br />11'05'12" <br />RIVERMIST DRIVE <br />SCALE: 1' =40'-0' <br />NO.I DESCRIPTION <br />'SSMH 1 <br />RED OAK DRIVE <br />SEE SHEET C-11 <br />50 <br />L1i7 <br />30 <br />20 <br />RIVERMIST DRIVE STA: 10+12.20 = <br />RED OAK DRIVE STA: 5+14.29 <br />13 <br />\I <br />I <br />I \C <br />IN <br />3 14 <br />LEGEND <br />CURVE <br />RADIUS <br />PROPOSED AC PAVEMENT <br />LENGTH <br />BLUE REFLECTIVE MARKER TO BE <br />2600.00' <br />PLACED 1' FROM CENTERLINE <br />204.49' <br />TOWARDS THE FIRE HYDRANT. <br />47.41' <br />22' CLASS 200 PVC (DR14 PER AWWA <br />®C900), <br />9,747'20" <br />OR DIP WITH NO JOINTS 11' <br />C3 <br />EITHER SIDE OF CROSSING <br />4!09'310 <br />CLASS 200 PVC (DR14 PER AWWA C900), OR HDPE <br />®22' <br />WITH FUSION WELDED JOINTS PER AWWA C906-99, OR DIP <br />95'03'48" <br />WITH NO JOINTS 11' EITHER SIDE OF CROSSING <br />C5 <br />22' CLASS V RCP PRESSURE PIPE <br />11528'56 106.82' <br />PER AWWA C302-95, OR DIP WITH <br />97.00' <br />11'05'12" <br />NO JOINTS 11' EITHER SIDE OF <br />C7 <br />CROSSING <br />CENTERLINE CURVE TABLE <br />CURVE <br />RADIUS <br />DELTA <br />LENGTH <br />CL3 <br />2600.00' <br />4!30'21 <br />204.49' <br />FACE <br />OF CURB CURVE <br />TABLE <br />CURVE <br />RADIUS <br />DELTA <br />LENGTH <br />C1 <br />30.00' <br />9921'58" <br />47.41' <br />C2 <br />30.00' <br />9,747'20" <br />49.11' <br />C3 <br />2618.00' <br />4!09'310 <br />190.02' <br />C4 <br />30.00' <br />95'03'48" <br />49.78' <br />C5 <br />53.00' <br />11528'56 106.82' <br />C6 <br />97.00' <br />11'05'12" <br />18.77' <br />C7 <br />2582.00' <br />311'23" <br />143.74' <br />WMWOOD ESTATES DRAWN BY: <br />DJA <br />PLAN & PROFILE RIVERMIST DR. STA: 5+00 TO 10+50 SCALE: <br />1"=40' <br />PREPARED IN THE OFFICE OF: <br />Civil Engineering <br />Land Surveying DATE: 09778706 SHEET OF <br />• Structural Engineering C-9 15 <br />............. ....................................................................... " Planning <br />4045 Coronado Avenue • Stockton, CA 95204 R.C.E. NO.: 62498 JOB NO. <br />209 943-2021• Fax: 209 942-0214 04251 <br />ENGINEERING, INC. <br />EXP DATE: <br />09/2007 "' T- <br />' <br />G <br />0 <br />0 <br />