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50 <br />50 <br />1+00 2+00 <br />PROFILE <br />SCALE: HORIZONTAL 1'=40'-0" <br />VERTICAL 1"=4'-0" <br />3+00 3+50 <br />RIVERBEND DRIVE <br />SEE RIGHT <br />- - x 38.50 <br />GS <br />STA: 3+54.94 � <br />38.30 BC FL=37.09 <br />39.3u � I <br />I <br />1+00 <br />10' <br />i d <br />I <br />T- -- � x 38.49 <br />Gs STA: 4+33.70 <br />38.30 EC FL <br />I <br />X39.60 " f C <br />NI <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 />WATER LINE EASEMENT <br />SCALE: 1"=40'-0" <br />50 <br />50 <br />�. w <br />p o o. o <br />S. O. . . . . . . . . CD . . . . . . . . . . . . . . . . . . . . . . . . .:-c�ODDp .N cow. . . . . . .. . . . . <br />116 <br />Q . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1 .tDp. n .0 g3 O .w n N <br />(O N J w . -- . . IL. . . . . . . . . . . . . . . . . ,n. N . . . . . . . . . ' .O 1n . N' + M + M + II M <br />. t*D 1 4 00 Ly 'm O --t ^ M .. O U-111 in11 An .II . ^ .. 0 C) C) <br />. O. MLn 0 C so O v r-.: r-: L6 � o. II II II m O � M MM <br />+'pt ci ' :i' M M. �. M. M .M M . (O 00 � . M O �! w N. M O Obi . M M <br />O O <o tG N II II N " j 11 II II I� .- I� ^ 'n I^ cO ap Q W aW a W + m Oi I� + <br />�j ' ..� M . 'a0 M 'm r`i v? a0 N m �. 'O M M". o .r0 <br />. N c up C%4 � 'll.'M M ' .11 7. ¢¢ o.N . 'll .21.i. J II. � Il a^O a0 11 rn � � t 1- = +M w � w IJV II u � Il . 1 + II <br />rn- II II .cv+r� J .+ .+ +r!� rnM rn00 <br />+ M. M + _ef .�.,M N.M . . . . . . . . . . . . . . . . . . W. w . . . . . . . *t H. r.M ,y v II .� .. li _ . <br />W W _ •• <br />mH_ OF-_ 'tn JJ ....I (i U. �Q •• . . . . . . ~ m -m . . . . . Q J fn Q <br />WW �� .� W W �. N <br />U' W W W. UU <br />O� N N 0_' An Nw J J LL EXISTING GROUND �+ J J PRQPO$ED . .' .� J � � � � w o w d J mm <br />W 4pq <br />AT CENTERLINE . . `.." CENTERLINE w . J m J J _ J +o �. .I -ii U'. W 40 <br />.. .. PROPOSED ... ...w LZ u . w I� Q . <br />--------- - - FLOWLINE - -�- <br />............'..''.--- <br />U 0:385% <br />PROPOSED <br />WINDWOOD .... .. .. ... ......... Q <br />.......... .. .... <br />STREFF.. ..... .. ............. ... .... ......... ..... . . . . . . . . . . . I . ......... <br />SECTION <br />48 15 D . 3621-6 15" D' ®. S=0.001.5 . . . . ... . . . . . <br />..... _ _ <br />362,E S <br />®S 0.0035. . ' . . ' <br />�... <br />�. <br />30 .30 <br />.N:..:.3 . . . . . .;.3 . . . . . <br />o W rn <br />..�3. ... ... .. ... ....... .d...... ...M. ........ ,� ....... <br />- M � <br />Z Z <br />Cn <br />O> <br />.N.1.4 "0. . . . . . . . . . . . . . . . . . . . . .� j'. N <br />W •bp <br />.iV�n to •80 .N . O �. .Of . . . . . . . pO . M. . ;.M . . . . 3. <br />w <br />. .W .. 00 00 0040 M M. . . Obi. . . ., j. .;.Z . . . . . . . . . .+'m. . <br />04 C4 <br />MM . . . . . . . . . . . . . . .. . . . . . . . . M T•Hp. . <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />........ ... ......... ... .............. ... ............ .............. ............ ........ <br />. . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . <br />20 <br />20 <br />BC FL=37.09 SJC STD. DETAIL NO. CW -M1 <br />WINDWOOD DRIVE STA: 28+74.21 <br />= RIVERBEND DRIVE STA: 1+50.00 <br />I <br />INSTALL SURVEY MONUMENT PER <br />SJC STD. DETAIL N0. CW -M1 _ <br />RIVERBEND DRIVE STA: 4+03.00 = <br />WATER LINE EASEMENT STA: <br />3+10.28 <br />:E STA: 4+35.70 <br />° EC FL=37.35 <br />I x 38.43 <br />GS <br />STA: 4+88.87 <br />BC FL=37.67 <br />RIVERBEND DRIVE <br />SEE RIGHT - <br />DATE SIGNED: �i - I""f ''f✓ <br />CA: 800--2:e -2600 <br />1+00 2+00 <br />WINDWOOD DRIVE SEE <br />SHEET C-8 <br />9o4,usx, <br />Kill �-,Qtilllll "M <br />:.-m IVA <br />MEN ri <br />WINDWOOD DRIVE <br />SHEET C-8 <br />3+00 4+00 5+00 <br />PROFILE <br />SCALE: HORIZONTAL 1"=40'-0" <br />VERTICAL 1.=4'-0" <br />**LATERAL SHALL <br />CURVE <br />L <br />1 7 <br />BLUE REFLECTIVE MARKER TO BE <br />BE CLASS V RCP <br />25 <br />CL1 <br />TOWARDS THE FIRE HYDRANT. <br />�U <br />PRESSURE PIPE <br />O <br />MONUMENT <br />PER SJC <br />I <br />Is <br />STD. DETAIL NO. <br />CW -M1 <br />LM's� <br />co <br />+M3il <br />C302-95, OR DIP. <br />RIVERBEND DRIVE <br />STA: 4+03.00 = <br />LU <br />nw <br />CB # 6 <br />WATER LINE EASEMENT STA: <br />3+10.28 <br />MmPER <br />STA: 2+05.23 <br />41'24'35" <br />I <br />N <br />IN - - <br />FL: 36.48 <br />rn <br />24 <br />30.00' <br />® 1 <br />INV 0 CB: 33.17 <br />\ <br />\ \ <br />5+00 L <br />1111 <br />45.38' <br />INV 0 MH: 33.05 <br />782.00' <br />638'27' <br />76.99' <br />C11 <br />SIZE: 12" <br />91'44'39" <br />9o4,usx, <br />Kill �-,Qtilllll "M <br />:.-m IVA <br />MEN ri <br />WINDWOOD DRIVE <br />SHEET C-8 <br />3+00 4+00 5+00 <br />PROFILE <br />SCALE: HORIZONTAL 1"=40'-0" <br />VERTICAL 1.=4'-0" <br />**LATERAL SHALL <br />CURVE <br />RED OAK DRIVE <br />1 7 <br />BLUE REFLECTIVE MARKER TO BE <br />BE CLASS V RCP <br />25 <br />CL1 <br />TOWARDS THE FIRE HYDRANT. <br />�U <br />PRESSURE PIPE <br />INSTALL SURVEY <br />MONUMENT <br />PER SJC <br />I <br />PER AWWA <br />STD. DETAIL NO. <br />CW -M1 <br />LM's� <br />co <br />+M3il <br />C302-95, OR DIP. <br />RIVERBEND DRIVE <br />STA: 4+03.00 = <br />LU <br />nw <br />CB # 6 <br />WATER LINE EASEMENT STA: <br />3+10.28 <br />MmPER <br />STA: 2+05.23 <br />41'24'35" <br />NO JOINTS 11' EITHER SIDE OF <br />N <br />IN - - <br />FL: 36.48 <br />rn <br />24 <br />30.00' <br />® 1 <br />INV 0 CB: 33.17 <br />\ <br />\ \ <br />5+00 L <br />86'40'32" <br />45.38' <br />INV 0 MH: 33.05 <br />782.00' <br />638'27' <br />76.99' <br />C11 <br />SIZE: 12" <br />91'44'39" <br />Of 0)N <br />o <br />o <br />SLOPE: 0.005 <br />ro <br />N U n <br />n <br />ri 04 <br />LENGTH: 23LF** <br />+ <br />m M rM <br />M M <br />N w+ M <br />23 <br />N 0 <br />�c� <br />za 11 <br />,, <br />Z cn <br />rn m <br />rn O < (3 <br />10' PUE <br />iii <br />Z `n w <br />25' <br />- SW- I <br />H <br />- <br />is. <br />-- SW <br />- ---- <br />S <br />S <br />13' <br />--- - ---- ---- --- WS <br />W S25 10' PUE W om ' Lq <br />220 20N m' <br /># M + M J M M <br />CB 7 a� NOQ <br />STA: 2+05.2321 d U v~i w m LL- 0° <br />U <br />FL: 36.48 `n <br />INV 0 CB: 33.11 WATER LINE EASEMENT <br />INV 0 MH: 33.05 <br />SIZE: 12" SEE LEFT <br />SLOPE: 0.005 <br />LENGTH: 11LF <br />aj <br />aj <br />RIVERBEND DRIVE <br />SCALE: 1"=40'-0" <br />n»3a:arisr•�;I <br />6+00 <br />R <br />co Co N Co GoGo <br />co <br />���t0 ^M N <br />CMN UI�N in1 + <br />+11 Jv+M U -t0 <br />� Z 11 m d <br />HUN OAU <br />NmZ m In LL: <br />\ W , � <br />-r- ---WS - ----- <br />19 <br />PER SJC STD. DETAIL NO. CW -M1 <br />RIVERBEND DRIVE STA: 5+12.06 = <br />RED OAK DRIVE STA: 1+50.00 <br />7+00 <br />M <br />CURVE <br />RED OAK DRIVE <br />1 7 <br />BLUE REFLECTIVE MARKER TO BE <br />SEE SHEET C-11 <br />25 <br />CL1 <br />TOWARDS THE FIRE HYDRANT. <br />�U <br />22' CLASS 200 PVC (DR14 PER AWWA <br />71-72 <br />X <br />538'16" <br />I <br />O 0 N <br />22' CLASS 200 PVC (DR14 PER <br />538'27 <br />LM's� <br />co <br />+M3il <br />�+ �� <br />41'24'35" <br />C906-99, OR DIP WITH NO JOINTS <br />LU <br />nw <br />v~im <br />J <br />22' CLASS V RCP PRESSURE PIPE <br />MmPER <br />CD <br />0 <br />41'24'35" <br />NO JOINTS 11' EITHER SIDE OF <br />N <br />IN - - <br />J <br />rn <br />tzi <br />30.00' <br />® 1 <br />46.59' <br />\ <br />\ \ <br />5+00 L <br />86'40'32" <br />45.38' <br />C10 <br />13' <br />--- - ---- ---- --- WS <br />W S25 10' PUE W om ' Lq <br />220 20N m' <br /># M + M J M M <br />CB 7 a� NOQ <br />STA: 2+05.2321 d U v~i w m LL- 0° <br />U <br />FL: 36.48 `n <br />INV 0 CB: 33.11 WATER LINE EASEMENT <br />INV 0 MH: 33.05 <br />SIZE: 12" SEE LEFT <br />SLOPE: 0.005 <br />LENGTH: 11LF <br />aj <br />aj <br />RIVERBEND DRIVE <br />SCALE: 1"=40'-0" <br />n»3a:arisr•�;I <br />6+00 <br />R <br />co Co N Co GoGo <br />co <br />���t0 ^M N <br />CMN UI�N in1 + <br />+11 Jv+M U -t0 <br />� Z 11 m d <br />HUN OAU <br />NmZ m In LL: <br />\ W , � <br />-r- ---WS - ----- <br />19 <br />PER SJC STD. DETAIL NO. CW -M1 <br />RIVERBEND DRIVE STA: 5+12.06 = <br />RED OAK DRIVE STA: 1+50.00 <br />7+00 <br />M <br />CURVE <br />I <br />1 7 <br />BLUE REFLECTIVE MARKER TO BE <br />+ <br />Lr)o <br />CL1 <br />TOWARDS THE FIRE HYDRANT. <br />1'44'50' <br />22' CLASS 200 PVC (DR14 PER AWWA <br />71-72 <br />co M <br />538'16" <br />EITHER SIDE OF CROSSING <br />II <br />22' CLASS 200 PVC (DR14 PER <br />538'27 <br />IC7 <br />`` S <br />W <br />41'24'35" <br />C906-99, OR DIP WITH NO JOINTS <br />C5 1 <br />11' EITHER SIDE OF CROSSING <br />26749'09" 1 <br />22' CLASS V RCP PRESSURE PIPE <br />MmPER <br />CD <br />0 <br />41'24'35" <br />NO JOINTS 11' EITHER SIDE OF <br />C7 <br />CROSSING <br />1'14'50" <br />n <br />tzi <br />30.00' <br />88'59'21" <br />46.59' <br />\ <br />\ \ <br />1LLI <br />86'40'32" <br />45.38' <br />° \I <br />SSMH 6 ® I <br />\ WS <br />b <br />18 ; <br />LEGEND <br />CURVE <br />PROPOSED AC PAVEMENT <br />CURVE <br />BLUE REFLECTIVE MARKER TO BE <br />+ <br />PLACED 1' FROM CENTERLINE <br />CL1 <br />TOWARDS THE FIRE HYDRANT. <br />1'44'50' <br />22' CLASS 200 PVC (DR14 PER AWWA <br />71-72 <br />C900), OR DIP WITH NO JOINTS 11' <br />538'16" <br />EITHER SIDE OF CROSSING <br />CI <br />22' CLASS 200 PVC (DR14 PER <br />538'27 <br />AWWA C900), OR HDPE WITH <br />® <br />FUSION WELDED JOINTS PER AWWA <br />41'24'35" <br />C906-99, OR DIP WITH NO JOINTS <br />C5 1 <br />11' EITHER SIDE OF CROSSING <br />26749'09" 1 <br />22' CLASS V RCP PRESSURE PIPE <br />MmPER <br />AWWA C302-95, OR DIP WITH <br />41'24'35" <br />NO JOINTS 11' EITHER SIDE OF <br />C7 <br />CROSSING <br />CENTERLINE <br />CURVE <br />TABLE <br />CURVE <br />RADIUS <br />DELTA <br />LENGTH <br />CL1 <br />600.00' <br />1'44'50' <br />18.30' <br />CL5 <br />800.00' <br />538'16" <br />78.72' <br />CI <br />800.00' <br />538'27 <br />78.76' <br />FACE <br />OF CURB CURVE <br />TABLE <br />CURVE <br />RADIUS <br />DELTA <br />LENGTH <br />C1 <br />30.00' <br />90'00'11" <br />47.13' <br />C2 <br />818.00' <br />538'27' <br />80.53' <br />C3 <br />782.00' <br />538'16" <br />76.95' <br />C4 <br />57.00' <br />41'24'35" <br />41.20' <br />C5 1 <br />43.00' <br />26749'09" 1 <br />197.24' <br />C6 <br />57.00' <br />41'24'35" <br />41.20' <br />C7 <br />818.00' <br />1'14'50" <br />17.81' <br />C8 <br />30.00' <br />88'59'21" <br />46.59' <br />C9 <br />30.00' <br />86'40'32" <br />45.38' <br />C10 <br />782.00' <br />638'27' <br />76.99' <br />C11 <br />30.00' <br />91'44'39" <br />48.04' <br />WMWOOD ESTATES DRAWN BY: <br />DJA <br />PLAN & PROFILE RIVERBEND DR. STA: 1+00 TO 7+00 & WATER LINE EASEMENT STA: 1+00 TO 3+50 SCALE: <br />PREPARED IN THE OFFICE OF:1"40' <br />Civil Engineering os/ie/os ET <br />• Land Surveying DATE: SHE <br />• Structural Engineering C-10 <br />• Planning <br />4045 Coronado Avenue a Stockton, CA 95204 R.C.E. NO.: 62498JOB N0 42 . <br />209 943-20210 Fax: 209 942-0214 051 <br />DRAWING F <br />09/2007 <br />EXP DATE: <br />E N 6 I N E E R I N C, INC. G nrrinu rano rrn <br />OF <br />15 1 <br />0 <br />0 <br />