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N), <br />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 />50 <br />mf <br />30 <br />mC-) <br />M Z <br />O <br />z <br />Z d <br />8 � <br />3� <br />Z <br />3 <br />w <br />V1 <br />Z <br />O <br />Q 8 <br />O <br />Z � <br />FZw <br />O w <br />CLU <br />w N <br />O <br />d <br />25+00 26+00 27+00 28+00 29+00 30+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 # 8 <br />STA: 28+68.21 <br />FL: 36.83 <br />INV 0 CB: 33.11 <br />INV 0 MH: 32.98 <br />SIZE: 12" <br />SLOPE: 0.005 <br />Zo LENGTH: 27LF** � o <br />6 N n <br />w 1 2 <br />C" <br />10- =� �,n 3 Ln NM <br />r- 01 n N (, <0 4 <br />EXISTING ao i J+ „�� J m N M a U -* C <br />BARRICADE AND N C, N N ¢ z .. II �' m o <br />IRON GATE TO N m Uj <br />N z m N� 10' PUE d of <br />�BE REMOVED U <n S W S W w <br />-- — — -- —18` ---18 — -- SW �SW �ii�n <br />AND RELOCATED. — — — — — — — — — — _ <br />/ — --- 6 11 <br />�! �8 <br />DATE SIGNED: 5-K -CIV <br />r <br />CA:800--227-2600--_ <br />22 <br />31+00 32+00 33+00 <br />50 <br />L:1 <br />30 <br />20 <br />**LATERAL SHALL BE CLASS V RCP <br />PRESSURE PIPE PER AWWA <br />C302-95, OR DIP. <br />CB # 2 <br />STA: 31+94.77 <br />FL: 36.86 RIVERMIST DRIVE <br />INV 0 CB: 33.52 <br />INV 0 MH: 33.38 SEE SHEET C-9 <br />SIZE: 12" <br />SLOPE: 0.005 N <br />LENGTH: 27LF*s <br />Nw+^I I 7 <br />+ M 0 4 <br />5 x626 z��U <br />N W 7 <br />o I <br />--- / <br />W — — — — --SW— INSTALL SURVEY MONUMENT PER <br />SJC STD. DETAIL NO. CW—M1 <br />WINDWOOD DRIVE STA: 32+48.38 <br />= RIVERMIST DRIVE STA: 6+48.50 <br />31+OH 0 _ — 32 0 <br />8 <br />0 N <br />NO.I DESCRIPTION <br />PLAN & <br />IN THE <br />OFFICE <br />ENGINEERING,INC. <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 <br />®AWWA C900), OR HDPE WITH FUSION <br />WELDED JOINTS PER AWWA <br />C906-99, OR DIP WITH NO JOINTS <br />11' EITHER SIDE OF CROSSING <br />22' CLASS V RCP PRESSURE PIPE <br />MmPER AWWA C302-95, OR DIP WITH <br />NO JOINTS 11' EITHER SIDE OF <br />CROSSING <br />CENTERLINE <br />CURVE <br />TABLE <br />CURVE RADIUS <br />DELTA <br />LENGTH <br />SDMH 1 <br />1.44'50" <br />18.30' <br />CL2 3400.00' <br />4!29'46* <br />SSM©4 <br />30.00' <br />91'44'39" <br />48.04' <br />C3 <br />SSM®3 <br />4!03'030 <br />241.93' <br />C4 <br />30.00' <br />93'47'20" <br />49.11' <br />C5 <br />30.00 <br />90'21'58" <br />47.41' <br />C6 <br />337.49' <br />4'07'17' <br />---- -- — <br />r <br />--- -- — — — — — <br />— <br />1.44'50" <br />18.97' <br />+py� <br />N<o <br />• Land Surveying DATE: 09/78/06 <br />w <br />10' PUE 29 <br />°'m <br />C-8 15 <br />N i <br />000 <br />No$<p <br />g <br />4045 Coronado Avenue • Stockton, <br />cc <br />62498 <br />JOB NO. <br />209 943-20210 Fax: 209 942-0214 <br />223 <br />27 GB 3 <br /><"�`CD <br />g <br />DESIGN ENGINEER <br />STA: 32+00.94 <br />FL: 36.86 <br />m <br />RIVERBEND DRIVE <br />INSTALL SURVEY MONUMENT (BC) <br />INV 0 CB: 33.47 <br />RIVERMIST DRIVE <br />PER SJC STD. DETAIL NO. CW—M1 <br />INV 0 MH: 33.38 <br />SEE <br />SHEET C-10 <br />WINDWOOD DRIVE STA: 28+74.21 <br />SIZE: 12" <br />SEE <br />SHEET C-9 <br />= RIVERBEND DRIVE STA: 1+50.00 <br />SLOPE: 0.005 <br />LENGTH: 18LF <br />WINDWOOD <br />DRIVE <br />SCALE: 1"=40'—O" <br />NO.I DESCRIPTION <br />PLAN & <br />IN THE <br />OFFICE <br />ENGINEERING,INC. <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 <br />®AWWA C900), OR HDPE WITH FUSION <br />WELDED JOINTS PER AWWA <br />C906-99, OR DIP WITH NO JOINTS <br />11' EITHER SIDE OF CROSSING <br />22' CLASS V RCP PRESSURE PIPE <br />MmPER AWWA C302-95, OR DIP WITH <br />NO JOINTS 11' EITHER SIDE OF <br />CROSSING <br />CENTERLINE <br />CURVE <br />TABLE <br />CURVE RADIUS <br />DELTA <br />LENGTH <br />CL1 600.00' <br />1.44'50" <br />18.30' <br />CL2 3400.00' <br />4!29'46* <br />266.80' <br />FACE <br />OF CURB CURVE <br />TABLE <br />CURVE <br />RADIUS <br />DELTA <br />LENGTH <br />C1 <br />30.00' <br />9900111" <br />47.13' <br />C2 <br />30.00' <br />91'44'39" <br />48.04' <br />C3 <br />3422.00' <br />4!03'030 <br />241.93' <br />C4 <br />30.00' <br />93'47'20" <br />49.11' <br />C5 <br />30.00 <br />90'21'58" <br />47.41' <br />C6 <br />337.49' <br />4'07'17' <br />242.96' <br />C7 <br />622.00' 1 <br />1.44'50" <br />18.97' <br />0 <br />m <br />0 <br />WMWOOD ESTATES <br />DRAWN BY: <br />o <br />DJA <br />N <br />LE WINDWOOD DRIVE STA: <br />25+00 TO 33+00 <br />SCALE: <br />1"=40' <br />OF: • Civil Engineering <br />SHEET OF <br />• Land Surveying DATE: 09/78/06 <br />w <br />• Structural Engineering <br />C-8 15 <br />• Planning <br />g <br />4045 Coronado Avenue • Stockton, <br />CA 95204 R.C.E. NO.: <br />62498 <br />JOB NO. <br />209 943-20210 Fax: 209 942-0214 <br />04251 <br />DRAWING FILE NO. <br />EXP DATE: 09/2007 <br />g <br />DESIGN ENGINEER <br />0 <br />