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r- <br />�n <br />(E) C.L. <br />w GRADE I O <br />J <br />—5 <br />�Y <br />a <br />X I —201 <br />.n " �... r. _^ ,V •_ ,� ,,! 1 fs'+'" ,V.' ° ` '° �.-'V�:-, ,yw I A .i ,h, r fig, 'vi.:p A � _,. '"° .. <br />F <br />IWA <br />,. q•� {y <br />® <br />} I <br />C ` <br />I <br />r b <br />i n T <br />Ilii I � <br />- <br />Z^ <br />V « n <br />_,_' <br />N 1` <br />W <br />r _ <br />R <br />4 r :,.. a ,,, F' , a'`' r +. Q W <br />• <br />th, <br />w <br />£r <br />i <br />! J i <br />g <br />— — — — —— — <br />(n0 6"G <br />3 <br />.., T <br />8 S --4+00— — ®— toTw — 11+G0 12+00 <br />12"*V 811W 811W <br />„W „W B W 8"W <br />.. 4"G <br />8"w \ <br />- - -- -—t8"-SB4 -T ��- �--.^_•-�- -- 0� � � �-�-�'„++c- >w'-^.�,,.-u ,�,.w y. <br />\ $. <br />,.. a • ,• 4X,G�X <br />.a*s <br />•� ; :, � ` ;f fir' ��; .. � C]4G # <br />� __ , ...e� � �' 'p> Y q s .,✓" <br />� <br />`'n �. <' R.}.,ti .'� ,R .t.._ Y'. <Y � r..:.q . .:: y t ...: w f < :• "y'—'�^E 1'::1M` r ,:� L �� <br />. Y' ♦ <br />a ... 1 -1 ,+' " R <br />t n <br />eY°, � <br />.f �, 'N:+ <br />�IXrA71f�V E1F 6 H1t4 GA `�'iA <br />G <br />II <br />Y <br />, <br />a <br />1 � ,' r i ` r ., . .� !� i'1iEE3 ,FROM AS—BUILTS f SEE C3.C91S: <br />n � F a .' <br />I , AVE. 8c HARBOR ST. RECONSfRUCTI <br />i r < sN0 k <br />w <br />�'. PfOCT=FROM HAM” AVE. <br />N EX1S �. "rr, ,,." � 3.,, sa ,«" X. P ,_,..,. Q TQ, <br />1/6/6.9 <br />" � .Q�N <br />_ R EC T SI+OCKTtMI, AS BUIi.TS..OA�ED u , i► `. �,�a-. <br />IST. S R <br />y, PECI <br />1 <br />b <br />4�` ( i <br />FRESNO AVENUE <br />NOTES: <br />1. PROPOSED MAINTENANCE HOLE RIM ELEVATIONS ARE BASED ON 40 SCALE AERIAL SURVEY HORIZ.: 40 20 0 40 80 <br />AND MAY NOT BE ACCURATE. THE CONTRACTOR SHALL SET THE RIM ELEVATIONS TO BE <br />FLUSH WITH THE FINISHED GRADE AS DETERMINED IN THE FIELD. VERT.: 4 2 0 4 8 <br />2. THE CENTERLINE GRADE SHOWN IN THE PROFILE REPRESENTS THE EXISTING GRADE AT THE SCALE OF FEET <br />LINE OF STATIONING. ELEVATIONS SHOWN ARE APPROXIMATE. <br />N 00 O O 0) m a7 0) O N Of O N It n It c0 00 N <br />N N wi M Ki M N N N N M Ki M N N) r7 M M 4 4 4 � O <br />EXIST. C.L. GRADE <br />O <br />� II <br />I IAS <br />A M <br />APPROX. LOCATION <br />v EXIST. 12" WATER <br />CROSSING <br />DEPTH UNKNOWN <br />^(n Q <br />}C0= <br />Ln U-1 U) <br />WvZO <br />�r'U)ZO <br />or�mwLU <br />a <br />J I I Mw0 <br />ZN Zw30 QZ <br />O . z I�L'jpOZ <br />o wQFiU <br />MZ a nh> (AK,� LLI <br />�= 00N NZ(n>FI- <br />rn <br />jwOV) zzzm: <br />CONST. 302 LF OF 8" ALT. SEWER PIPE <br />(TYPE 'B') ® S=0.0032 <br />APPROX. LOCATION <br />EXIST. 4" WATER <br />CROSSING DEPTH <br />o, UNKNOWN. <br />EXIST. C.L. GRADE ri CONST. 214tF OF �" ALT. <br />SEWER PIPE (TYPE B') <br />a ® S-0:0032 <br />CONST. 321 LF OF 8" ALT. SEWER PIPE 3 EXIST. 18" SD <br />(TYPE 'B') ® S=0.0032 EXIST. 18" SD <br />EXIST. 21" 21" SD I I <br />J EXIST. 24" 5D <br />EXIST. 24" SD <br />- Z <br />5 <br />_N <br />a) O <br />Ma) <br />of <br />h I TZTZ <br />os <br />DATE <br />X <br />DATE <br />APPROVED <br />DATE <br />z z <br />3 <br />714�/n <br />C <br />Z <br />0 <br />3�Y�it <br />1 " <br />DOD t6 <br />00 00 00 <br />II< 7771 No. <br />+ <br />�7� <br />z r <br />zzz <br />—5 <br />�Y <br />a <br />X I —201 <br />.n " �... r. _^ ,V •_ ,� ,,! 1 fs'+'" ,V.' ° ` '° �.-'V�:-, ,yw I A .i ,h, r fig, 'vi.:p A � _,. '"° .. <br />F <br />IWA <br />,. q•� {y <br />® <br />} I <br />C ` <br />I <br />r b <br />i n T <br />Ilii I � <br />- <br />Z^ <br />V « n <br />_,_' <br />N 1` <br />W <br />r _ <br />R <br />4 r :,.. a ,,, F' , a'`' r +. Q W <br />• <br />th, <br />w <br />£r <br />i <br />! J i <br />g <br />— — — — —— — <br />(n0 6"G <br />3 <br />.., T <br />8 S --4+00— — ®— toTw — 11+G0 12+00 <br />12"*V 811W 811W <br />„W „W B W 8"W <br />.. 4"G <br />8"w \ <br />- - -- -—t8"-SB4 -T ��- �--.^_•-�- -- 0� � � �-�-�'„++c- >w'-^.�,,.-u ,�,.w y. <br />\ $. <br />,.. a • ,• 4X,G�X <br />.a*s <br />•� ; :, � ` ;f fir' ��; .. � C]4G # <br />� __ , ...e� � �' 'p> Y q s .,✓" <br />� <br />`'n �. <' R.}.,ti .'� ,R .t.._ Y'. <Y � r..:.q . .:: y t ...: w f < :• "y'—'�^E 1'::1M` r ,:� L �� <br />. Y' ♦ <br />a ... 1 -1 ,+' " R <br />t n <br />eY°, � <br />.f �, 'N:+ <br />�IXrA71f�V E1F 6 H1t4 GA `�'iA <br />G <br />II <br />Y <br />, <br />a <br />1 � ,' r i ` r ., . .� !� i'1iEE3 ,FROM AS—BUILTS f SEE C3.C91S: <br />n � F a .' <br />I , AVE. 8c HARBOR ST. RECONSfRUCTI <br />i r < sN0 k <br />w <br />�'. PfOCT=FROM HAM” AVE. <br />N EX1S �. "rr, ,,." � 3.,, sa ,«" X. P ,_,..,. Q TQ, <br />1/6/6.9 <br />" � .Q�N <br />_ R EC T SI+OCKTtMI, AS BUIi.TS..OA�ED u , i► `. �,�a-. <br />IST. S R <br />y, PECI <br />1 <br />b <br />4�` ( i <br />FRESNO AVENUE <br />NOTES: <br />1. PROPOSED MAINTENANCE HOLE RIM ELEVATIONS ARE BASED ON 40 SCALE AERIAL SURVEY HORIZ.: 40 20 0 40 80 <br />AND MAY NOT BE ACCURATE. THE CONTRACTOR SHALL SET THE RIM ELEVATIONS TO BE <br />FLUSH WITH THE FINISHED GRADE AS DETERMINED IN THE FIELD. VERT.: 4 2 0 4 8 <br />2. THE CENTERLINE GRADE SHOWN IN THE PROFILE REPRESENTS THE EXISTING GRADE AT THE SCALE OF FEET <br />LINE OF STATIONING. ELEVATIONS SHOWN ARE APPROXIMATE. <br />N 00 O O 0) m a7 0) O N Of O N It n It c0 00 N <br />N N wi M Ki M N N N N M Ki M N N) r7 M M 4 4 4 � O <br />EXIST. C.L. GRADE <br />O <br />� II <br />I IAS <br />A M <br />APPROX. LOCATION <br />v EXIST. 12" WATER <br />CROSSING <br />DEPTH UNKNOWN <br />^(n Q <br />}C0= <br />Ln U-1 U) <br />WvZO <br />�r'U)ZO <br />or�mwLU <br />a <br />J I I Mw0 <br />ZN Zw30 QZ <br />O . z I�L'jpOZ <br />o wQFiU <br />MZ a nh> (AK,� LLI <br />�= 00N NZ(n>FI- <br />rn <br />jwOV) zzzm: <br />CONST. 302 LF OF 8" ALT. SEWER PIPE <br />(TYPE 'B') ® S=0.0032 <br />APPROX. LOCATION <br />EXIST. 4" WATER <br />CROSSING DEPTH <br />o, UNKNOWN. <br />EXIST. C.L. GRADE ri CONST. 214tF OF �" ALT. <br />SEWER PIPE (TYPE B') <br />a ® S-0:0032 <br />CONST. 321 LF OF 8" ALT. SEWER PIPE 3 EXIST. 18" SD <br />(TYPE 'B') ® S=0.0032 EXIST. 18" SD <br />EXIST. 21" 21" SD I I <br />J EXIST. 24" 5D <br />EXIST. 24" SD <br />- Z <br />03 <br />_N <br />a) O <br />Ma) <br />of <br />h I TZTZ <br />os <br />DATE <br />SUBMIT -FED <br />DATE <br />APPROVED <br />DATE <br />z z <br />3 <br />714�/n <br />C <br />Z <br />ZZ8 <br />3�Y�it <br />i��1V <br />DOD t6 <br />00 00 00 <br />II< 7771 No. <br />+ <br />�7� <br />z r <br />zzz <br />1 <br />2 <br />3 <br />4 <br />5 <br />DATE <br />CHECKED <br />DATE <br />SUBMIT -FED <br />DATE <br />APPROVED <br />DATE <br />,,rrP��ROJEC/T QENGINEER <br />A A.— A/7 <br />714�/n <br />C <br />3(AIo2 <br />/ <br />U Ni / <br />3�Y�it <br />i��1V <br />-01f14L <br />II< 7771 No. <br />ACAD <br />Mar 01, 2002 - 14:19 05 <br />DWG Name 0 \6SAN040S00\WAIRFS-DRAFTING\sheets\sheet-11dwq <br />Updated By Ri4411itsky <br />0 <br />CSS <br />No_ C56,49C�' <br />0 <br />w <br />6-30-09 <br />9rF c, V <br />6 7 8 1 � <br />COUNTY OF SAN JOAQUIN <br />to <br />N <br />CONST. 30 LF OF 8" ALT. SEWER PIPE L i <br />(TYPE 'B') 0 S=0.0032 <br />TO PROPERTY ON WEST SIDE <br />CAP OPEN END of 5 <br />CONST. 270 LF OF 8" ALT. SEWER PIPE <br />(TYPE 'B') 0 S=0.0032 <br />10 <br />PSOMAS <br />2295 Gateway Oaks Drive, Suite 250 <br />Sacramento, CA 95833 <br />(916) 929-7100 (916) 929-6380 (FAX) <br />4r lo. to Co <br />. , <br />00 <br />—5 <br />M <br />EXIST. 24" SD <br />o <br />z <br />x <br />N <br />po <br />(" <br />—10 <br />( <br />N <br />I <br />O <br />II <br />~ <br />U <br />r, <br />O <br />of <br />00 <br />N <br />z <br />—15 <br />11 <br />12 <br />Boggs <br />Tract Sewer System <br />PLAN AND PROFILE <br />FRESNO AVE. STA. 0+92.11 TO 12+25 <br />DEPARTMENT OF PUBLIC WORKS <br />CITY OF STOCKTON, CALIFORNIA <br />SCALE: AS NOTED <br />I APPROVED BY: DATE: SHEET NO <br />DESIGNED BY: RT <br />DRAWN BY: RSL/ CC <br />3I ADZ 11 <br />\ 1 01 OF 'Z$ SHEETS <br />- 1 <br />CHECKED BY: CRC <br />CITY ENGINEER <br />RECORD DWG.: <br />I STOCKTON. CAL F. ssANoao3 <br />4r lo. to Co <br />. , <br />