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34 <br />32 <br />30 \ <br />26 <br />\� Il <br />BENEDICT <br />EX/sl NEW <br />X-910Pf1y') X-Rapr(y.) <br />l /10 <br />F P <br />3ic) <br />2.8 <br />mpg <br />��w <br />38.76 <br />7 f 00 <br />2.4 <br />1-7 <br />37.77 <br />38. 06 <br />8+00 <br />2.0 <br />3 <br />30.03 <br />38.90 <br />9+00 <br />2.2 <br />2.2 <br />y m <br />38.94 <br />9 >-50 <br />v <br />R <br />42w <br />39.94 <br />10+00 <br />o� <br />CW` M <br />mom <br />� <br />o <br />a <br />4.l <br />30.03 <br />39.10 <br />5100 <br />2.5 <br />1.6. <br />38.33 <br />o <br />�I <br />� <br />14a <br />b V <br />7 f <br />V <br />V <br />w <br />a <br />�X <br />N <br />'` <br />40 <br />Q <br />LM <br />40 <br />roP of calla x <br />w <br />w <br />ti <br />-_"- -- <br />38 <br />38 <br />I <br />- <br />36 <br />34 <br />32 <br />30 \ <br />26 <br />\� Il <br />BENEDICT <br />3+00 <br />carb Pella - <br />I <br />I2'+ ApoID NIASONARV FENCE FO ,YIN6 <br />BENEDICT DRIVE <br />' SCALE. I 11 = 10 <br />4+00 ' 5+00 6+00 <br />W00 D B R I DGE <br />O <br />a <br />x <br />LU <br />'t A x xk Y <br />W R/W <br />y � YRAFF/G MARIIER (I-YP.) -SEE Sh'c�FY /5--�-0 � <br />Q <br />w"' - - 3��. <br />a <br />a w <br />o � - <br />ti � <br />. Q <br />R�W W R AS D&E <br />R/W <br />1' S0' 25 <br />7 43' <br />1 <br />3.Y, EA EXl6r ROg11 EP <br />ROgD N,�{°l �sawcur <br />I P 0.21 ' A.C.-Type "B't OVER PP 1/0E COAT' <br />L 1 •00' A•B• - GIA - Compact to 95% <br />L 1 .00' 9.5%R c • On9tna 1 Ground <br />s ECr10N R <br />S C q L E /"= 20' NOR. , /'e 2' YERT <br />NO. DATE REVISIONS BY DESIGN T- P. DRAWN BY S. P GJZ. <br />IQ 7/26191 See Gheets I, 5)> to -rp <br />© 9"I2-91 Labe /0"W To C7 <br />,3\ &�'= v. Move SSPjh Paan po` ih suBMl D BY <br />® 9-,30- 91 Change R.C.E. 19638 DATE 7/ Zy l 91 <br />® le -23-91 A9 /30il 9118 <br />P1Pf EXrFN510N. - <br />APPROVED BY: K. KJELDSEN <br />W.S.D. ENGINE / <br />DATE: 7.2 �` - `/ <br />APPROVED BY: Henry M. Hirata RCE No. 21258 <br />19_ <br />AN JOAQUIN <br />III lifill <br />Llp <br />r-.o.G <br />B.D.W <br />-,-__ 5ubd ady, <br />;LAMENT <br />7} 00 <br />Md� <br />9+00 <br />t% A f% <br />EX/sl NEW <br />X-910Pf1y') X-Rapr(y.) <br />l /10 <br />F P <br />5150 <br />2.8 <br />mpg <br />��w <br />38.76 <br />7 f 00 <br />2.4 <br />1-7 <br />37.77 <br />38. 06 <br />8+00 <br />2.0 <br />3 <br />30.03 <br />38.90 <br />9+00 <br />2.2 <br />2.2 <br />38.29 <br />38.94 <br />9 >-50 <br />1.8 <br />1 8 <br />38.42 <br />39.94 <br />10+00 <br />/.7 <br />2.6 <br />30.29 <br />39.00 <br />/I fOD <br />3.3 <br />4.l <br />30.03 <br />39.10 <br />5100 <br />2.5 <br />1.6. <br />38.33 <br />38.8 <br />3+00 <br />carb Pella - <br />I <br />I2'+ ApoID NIASONARV FENCE FO ,YIN6 <br />BENEDICT DRIVE <br />' SCALE. I 11 = 10 <br />4+00 ' 5+00 6+00 <br />W00 D B R I DGE <br />O <br />a <br />x <br />LU <br />'t A x xk Y <br />W R/W <br />y � YRAFF/G MARIIER (I-YP.) -SEE Sh'c�FY /5--�-0 � <br />Q <br />w"' - - 3��. <br />a <br />a w <br />o � - <br />ti � <br />. Q <br />R�W W R AS D&E <br />R/W <br />1' S0' 25 <br />7 43' <br />1 <br />3.Y, EA EXl6r ROg11 EP <br />ROgD N,�{°l �sawcur <br />I P 0.21 ' A.C.-Type "B't OVER PP 1/0E COAT' <br />L 1 •00' A•B• - GIA - Compact to 95% <br />L 1 .00' 9.5%R c • On9tna 1 Ground <br />s ECr10N R <br />S C q L E /"= 20' NOR. , /'e 2' YERT <br />NO. DATE REVISIONS BY DESIGN T- P. DRAWN BY S. P GJZ. <br />IQ 7/26191 See Gheets I, 5)> to -rp <br />© 9"I2-91 Labe /0"W To C7 <br />,3\ &�'= v. Move SSPjh Paan po` ih suBMl D BY <br />® 9-,30- 91 Change R.C.E. 19638 DATE 7/ Zy l 91 <br />® le -23-91 A9 /30il 9118 <br />P1Pf EXrFN510N. - <br />APPROVED BY: K. KJELDSEN <br />W.S.D. ENGINE / <br />DATE: 7.2 �` - `/ <br />APPROVED BY: Henry M. Hirata RCE No. 21258 <br />19_ <br />AN JOAQUIN <br />III lifill <br />Llp <br />r-.o.G <br />B.D.W <br />-,-__ 5ubd ady, <br />;LAMENT <br />7} 00 <br />Md� <br />9+00 <br />t% A f% <br />LAI <br />m <br />o 3� <br />L <br />q WOODBRlDGE�� 1 ROAD <br />33;� 0 0 <br />a� 1 Jw I <br />Q C A p <br />coHy Ex 28.91 <br />? o o p k inv 28.9 12"SS <br />u' y 15"55 Exist <br />Exist 1 „ <br />•m 55MN _._ y 12 SS <br />op 39.1 <br />Ex?8.91 <br />�` ; Qy7tigcJ I Ex 12"55 <br />12 -Z3-9/ <br />�+ NI <br />rp N <br />W s� <br />DETAIL SSMH STA lit 98t <br />BAUMBACH & PIAZZA WOODBRIDGE <br />CIVIL ENGINEERS Lucas Rd. t0 <br />SURVEYORS <br />323 W. ELM ST. LODI CALIF. <br />95240 PH:209-388-66'16 <br />Q �:f <br />b <br />3 <br />mpg <br />��w <br />� <br />w <br />Q <br />Ci <br />Q <br />cq <br />w <br />� <br />za <br />i <br />a <br />42- <br />2. <br />O <br />O <br />x <br />' o <br />LAI <br />m <br />o 3� <br />L <br />q WOODBRlDGE�� 1 ROAD <br />33;� 0 0 <br />a� 1 Jw I <br />Q C A p <br />coHy Ex 28.91 <br />? o o p k inv 28.9 12"SS <br />u' y 15"55 Exist <br />Exist 1 „ <br />•m 55MN _._ y 12 SS <br />op 39.1 <br />Ex?8.91 <br />�` ; Qy7tigcJ I Ex 12"55 <br />12 -Z3-9/ <br />�+ NI <br />rp N <br />W s� <br />DETAIL SSMH STA lit 98t <br />BAUMBACH & PIAZZA WOODBRIDGE <br />CIVIL ENGINEERS Lucas Rd. t0 <br />SURVEYORS <br />323 W. ELM ST. LODI CALIF. <br />95240 PH:209-388-66'16 <br />Sff GEN. <br />©,I NDTf 22 gppROXIMArE lat,4 ON <br />10"W g „ W <br />+ 'I /N V. .1 e- <br />11 ;, <br />kXISt <br />30"5D t <br />It <br />P <br />I <br />EX 31.191 <br />E� <br />i .1 xi <br />2Q' EXISt <br />t9i <br />(71, =i <br />a � <br />_ N <br />�iCo NI <br />01 N +I <br />U -wl Ni <br />2 <br />12+00 <br />11 BEN0MARK DATIM per U.S.G.S. B.M. <br />19-B 1907-4S. Location N.W. corner <br />> 1 of Masonic Building in the town of <br />Woodbridge. Elevation 45.85 <br />CZ <br />Lr- 20 AG. AE. Esa/n� N <br />J %n <br />f- 1 Q j to y o <br />N <br />CC <br />111�1M 3Z N / <br />_+ QLUw I I <br />w <br />kz <br />• 4q r <br />i-Ex192. FpnCe <br />19gJ Aeg5 a1 3y�� �E%1St Vcrt CGeS <br />-- <br />"w X12 D <br />75 f --, _I g"w -- <br />s AA <br />IZ®/See Detail - <br />N °y <br />36 <br />34 <br />m <br />q3 <br />NOTE: 9 <br />EX)stin Jo)nt Pole AAo)lbox E RGtEBOx <br />^!( I 111 ( located in the Right of Way between <br />9t. 1 Stations /0+00 -12+00 are to be <br />relocoted. <br />1 2 Ex)sting Trees, Anse 8)b) Ma)]box and <br />I I �, tt► D)rect)onol Sign located in the Riahtof <br />V Ul Way between Stotions /0100 -12tOD are <br />0 7 to be removed. <br />li: 3. Enq/neer to ver/icy flow//ne at begln- <br />Z Q ping B end of /5x56 and submit cut <br />1 lsheet to District Engineer one wcc)k <br />co prior to construction. <br />© 4. RCDICCe this area with 314.G. <br />BgSIS OF STATIDNING <br />1WTER0£CT/DiV Of 9- B[NrnlCr f N000891D6E <br />ROgD - ll f 63.2 PER COUNTRY VICW SUED. <br />i <br />ROAD " WINDWOOD' SUBDIVISION SHEET O OF <br />Benedict Dr. UNIT LA0, I JOB NO. 8888 <br />FILF <br />NO. <br />i <br />Q �:f <br />3 <br />mpg <br />��w <br />Q <br />S� <br />Q <br />42- <br />2. <br />�X <br />4. <br />LM <br />40 <br />-_"- -- <br />38 <br />Sff GEN. <br />©,I NDTf 22 gppROXIMArE lat,4 ON <br />10"W g „ W <br />+ 'I /N V. .1 e- <br />11 ;, <br />kXISt <br />30"5D t <br />It <br />P <br />I <br />EX 31.191 <br />E� <br />i .1 xi <br />2Q' EXISt <br />t9i <br />(71, =i <br />a � <br />_ N <br />�iCo NI <br />01 N +I <br />U -wl Ni <br />2 <br />12+00 <br />11 BEN0MARK DATIM per U.S.G.S. B.M. <br />19-B 1907-4S. Location N.W. corner <br />> 1 of Masonic Building in the town of <br />Woodbridge. Elevation 45.85 <br />CZ <br />Lr- 20 AG. AE. Esa/n� N <br />J %n <br />f- 1 Q j to y o <br />N <br />CC <br />111�1M 3Z N / <br />_+ QLUw I I <br />w <br />kz <br />• 4q r <br />i-Ex192. FpnCe <br />19gJ Aeg5 a1 3y�� �E%1St Vcrt CGeS <br />-- <br />"w X12 D <br />75 f --, _I g"w -- <br />s AA <br />IZ®/See Detail - <br />N °y <br />36 <br />34 <br />m <br />q3 <br />NOTE: 9 <br />EX)stin Jo)nt Pole AAo)lbox E RGtEBOx <br />^!( I 111 ( located in the Right of Way between <br />9t. 1 Stations /0+00 -12+00 are to be <br />relocoted. <br />1 2 Ex)sting Trees, Anse 8)b) Ma)]box and <br />I I �, tt► D)rect)onol Sign located in the Riahtof <br />V Ul Way between Stotions /0100 -12tOD are <br />0 7 to be removed. <br />li: 3. Enq/neer to ver/icy flow//ne at begln- <br />Z Q ping B end of /5x56 and submit cut <br />1 lsheet to District Engineer one wcc)k <br />co prior to construction. <br />© 4. RCDICCe this area with 314.G. <br />BgSIS OF STATIDNING <br />1WTER0£CT/DiV Of 9- B[NrnlCr f N000891D6E <br />ROgD - ll f 63.2 PER COUNTRY VICW SUED. <br />i <br />ROAD " WINDWOOD' SUBDIVISION SHEET O OF <br />Benedict Dr. UNIT LA0, I JOB NO. 8888 <br />FILF <br />NO. <br />i <br />