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(E) C.L. <br />GRADE / <br />II, 1 2 3 <br />O <br />HtUCC ENGINLEIi DATE--.IfLKLD LATE JBMIIIEL, DAZE nPPEOVF <br />suFn NO AUc 1 11 11. J W b 11. N0I0111i pliwNTmEL 'l, lipFSPl 1s Slmm <br />4 <br />m mmn� <br />5 <br />CONST, 385 LF OF 8" ALT. SEWER PIPE (TWE -A-) O S-0.0032 <br />CONST. 269 LF OF 8" ALT. SEWER <br />PIPE (TYPE -A-) O <br />F=ELTON AVENUE <br />5 <br />9�.YYr1YW9YV•. r.�r <br />��M.�iw. �Y91�l MYNrV�YYYp. <br />I PROPOSED MAINTENANCE HOLE RIM ELEVATIONS ABE BASED ON 40 SCALE AERIAL SURVEY <br />Z <br />TV•dnYYYr'YYI�YYYrr�iY��9M9�1 <br />APPROX. LOCATION <br />0 <br />EXIST, 4" WATER <br />CROSSING <br />HORIZ.40 <br />20 <br />DEPTH UNKNOWN <br />40 BO <br />AHEROX. LOCATION EXIST. <br />2' GAS CROSSING <br />A1wWv�wYYY9�W4�4Y.YY.9YY.l•ril'( <br />DEPTH UNKNOWN <br />v <br />cDNA.LF OF <br />� <br />OZ <br />B' ALT.. SENOR <br />CONST 360 LF OF 9' ALT. 5 <br />—5 <br />PIPE (TYPE 'A') <br />z_ z p <br />YY..A M rYYAYY <br />O S=0.0032 <br />CAP OPEN END <br />OF FEET <br />k <br />INV.= -4. Z6 <br />LINE OF STATIONING. ELEVATIONS SHOWN ARE APPROXIMATE. <br />—10 <br />OK <br />—15 <br />_ <br />PO <br />ohm <br />a i a <br />OU <br />III <br />u <br />—20 <br />i w II II <br />�rv`z3 <br />O? <br />Sm <br />zIzz <br />---- <br />r —25 <br />II, 1 2 3 <br />O <br />HtUCC ENGINLEIi DATE--.IfLKLD LATE JBMIIIEL, DAZE nPPEOVF <br />suFn NO AUc 1 11 11. J W b 11. N0I0111i pliwNTmEL 'l, lipFSPl 1s Slmm <br />4 <br />m mmn� <br />5 <br />CONST, 385 LF OF 8" ALT. SEWER PIPE (TWE -A-) O S-0.0032 <br />CONST. 269 LF OF 8" ALT. SEWER <br />PIPE (TYPE -A-) O <br />F=ELTON AVENUE <br />9�.YYr1YW9YV•. r.�r <br />��M.�iw. �Y91�l MYNrV�YYYp. <br />I PROPOSED MAINTENANCE HOLE RIM ELEVATIONS ABE BASED ON 40 SCALE AERIAL SURVEY <br />TV•dnYYYr'YYI�YYYrr�iY��9M9�1 <br />'N j <br />AND MAY NOT BE ACCURATE. THE CONTRACTOR SHALL SET THE RIM ELEVATIONS TO BE <br />HORIZ.40 <br />20 <br />0 <br />40 BO <br />FLUSH WITH THE FINISHED GRADE AS DETERMINED IN THE FIELD. <br />A1wWv�wYYY9�W4�4Y.YY.9YY.l•ril'( <br />N <br />v <br />� <br />VERT.: 4 <br />2 <br />0 <br />4 8 <br />z_ z p <br />YY..A M rYYAYY <br />2. THE CENTERLINE GRADE SHOWN IN THE PROFILE REPRESENTS THE EXISTING GRADE AT THE <br />SCALE <br />OF FEET <br />LINE OF STATIONING. ELEVATIONS SHOWN ARE APPROXIMATE. <br />OK <br />rIYl11wIAONAId <br />I SO <br />PO <br />OU <br />KC, <br />EXIST. C.L. GRADE n <br />4_ <br />SCEXIST. <br />C.L. GRADE <br />NET <br />_ <br />APPROX. LOCATION <br />EXIST. <br />4 GAS AND 4" WATER <br />CROSSINGS <br />As DEPTH UNKNOWN <br />I <br />III <br />J-� <br />II, 1 2 3 <br />O <br />HtUCC ENGINLEIi DATE--.IfLKLD LATE JBMIIIEL, DAZE nPPEOVF <br />suFn NO AUc 1 11 11. J W b 11. N0I0111i pliwNTmEL 'l, lipFSPl 1s Slmm <br />4 <br />m mmn� <br />5 <br />CONST, 385 LF OF 8" ALT. SEWER PIPE (TWE -A-) O S-0.0032 <br />CONST. 269 LF OF 8" ALT. SEWER <br />PIPE (TYPE -A-) O <br />a s <br />P C� <br />P' lEn PSOMAS <br />2295 GdoW, QE. On.. RM. 2W <br />�� 916) 999 hW (911) 929-9Y0 (FAX) <br />6 7 I U <br />COUNTY OF SAN JOAQUIN <br />5 <br />7 <br />1® <br />10 11 <br />Boggs Tract Hewer System <br />PLAN AND PROI <br />HAZELTON AVE. STA. 1+05 TO 11+50 <br />PfPkKTMCNTOF PUBLICWDNA <br />ZALE A5 NOL -D APPROVED BY DAZE o <br />DESIGNED By RI <br />DRAWN B1' SOL ITT o 28! <br />Nel <br />o ECT uT <br />CUT CKEO BY CRl_ CfTY ENGINEER <br />RECORD DWG 40('PTnN CAI IF INtJO] <br />Ell <br />151 <br />9�.YYr1YW9YV•. r.�r <br />��M.�iw. �Y91�l MYNrV�YYYp. <br />TV•dnYYYr'YYI�YYYrr�iY��9M9�1 <br />'N j <br />Y4i�YY.Y.YdYY.�Yd4IY 11r91�Yw���Y9Y <br />OIIII <br />A1wWv�wYYY9�W4�4Y.YY.9YY.l•ril'( <br />N <br />v <br />� <br />wwrwr.rwr�r.wwO�w`lMirr✓/ <br />z_ z p <br />YY..A M rYYAYY <br />^���iY91Yf <br />M <br />OK <br />rIYl11wIAONAId <br />a s <br />P C� <br />P' lEn PSOMAS <br />2295 GdoW, QE. On.. RM. 2W <br />�� 916) 999 hW (911) 929-9Y0 (FAX) <br />6 7 I U <br />COUNTY OF SAN JOAQUIN <br />5 <br />7 <br />1® <br />10 11 <br />Boggs Tract Hewer System <br />PLAN AND PROI <br />HAZELTON AVE. STA. 1+05 TO 11+50 <br />PfPkKTMCNTOF PUBLICWDNA <br />ZALE A5 NOL -D APPROVED BY DAZE o <br />DESIGNED By RI <br />DRAWN B1' SOL ITT o 28! <br />Nel <br />o ECT uT <br />CUT CKEO BY CRl_ CfTY ENGINEER <br />RECORD DWG 40('PTnN CAI IF INtJO] <br />Ell <br />151 <br />