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a <br />00 <br />� t• <br />W <br />I <br />W 4"W 4 W _ a <br />W 13+00 x'14+00 <br />N- - -- - - <br />8S <br />/ 4" 4,.G <br />LO <br />N V0 <br />a <br />{ t <br />f <br />V <br />" 1a"tliEXIST. S -0RECONSTR CET. SSMH t <br />PECIFICATION . <br />bw - <br />a <br />A <br />u { x <br />f <br />,F <br />W... <br />W <br />Ld IW <br />1s+oo is+oo n+oo 4 <br />2"G <br />A1, ?' p <br />o , <br />O _.. <br />t <br />Li <br />r - <br />U <br />x <br />(E) C. L. <br />GRADE' ui � � � � L0 4 CD <br />ti <br />u EXIST. C.L. GRADE <br />_ � m <br />° � <br />10 <br />_ � II <br />00 — <br />5 <br />APPROX. LOCATION EXIST.ILLI n <br />2" GAS AND UNDERGROUND <br />(n II <br />TEL. CROSSING. DEPTH . <br />x W UNKNOWN "� I I I�LOCATION EXIST. <br />DEPTH UNKNOWN UN NOWN CROSSING <br />W <br />I13 ��I <br />W v <br />Z <br />EXIT$ S <br />S <br />rCONST. 190 LF OF 8" <br />LO <br />r N ALT. SEWER PIPE (TYPE <br />N 'A') ® S=0.0032 <br />It r F n <br />H <br />NC,4U) Ln <br />LO rn x Ln to x c0 <br />—10 N LfjX v LXX Wi N <br />Iv W LO W W n <br />fY p M `-' ..i � 6 <br />Z N C OCM S LO {n 6 Z <br />= I V) V)nn I :2 00 I T- <br />2 <br />w N II N 1 1 1 II 1 1 II M II <br />z II n n !1 II V N z <br />cn <br />oo ,t zzz�O ,n azo 00 <br />U O — — U <br />DDLn <br />DD F00 00W 0 10 CO 00 0 00 <br />N Z `r ZZZZ LO zzz Z <br />R' —20 <br />u <br />LY] <br />r <br />r„ <br />—25 <br />LOS ANGELES AVENUE <br />4 <br />4 <br />Mi q v <br />Y <br />f� <br />Y <br />W <br />. <br />y ICb,.:. <br />Y <br />12' <br />W <br />g <br />4 <br />!+ / II <br />(n <br />% W <br />2"W234W <br />8S - - - Itn <br />2w <br />—3"fI r 2"G ° 3'�G <br />.J <br />I Y Y <br />f lI <br />Z = � <br />hr <br />O Mme. . i <br />y., <br />t t 1S4tin: I I a. '_,. a .. • 141,k .. " <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 M M ,A 14- ur) M n 0) O N M <br />4 4 4 4 4 4 4 ui Ki M M M <br />APPROX. LOCATION EXIST. <br />S WATER CROSSING kn <br />DEPTH UNKNOWN Ui <br />EXIST. C.L. GRADE II <br />n I <br />CONST. 445 LF OF 8" ALT. SEWER PIPE <br />APPROX. LOCATION EXIST. <br />6" GAS CROSSING O <br />DEPTH UNKNOWN .- <br />W <br />2 <br />CONST. 62 LF OF 8" ALT. SEWER PIPE CONST. 28 LF OF 8" ALT. SEWER PIPE 1n <br />(TYPE 'A') ® S=0.0035 3 I I (TYPE 'A') ® S=0.0032 IW <br />SPE 'A') ®S=0.0035 (nI <br />W <br />Z <br />Z—CONST. 147.5 L6 OF 8" <br />F ALT. SEWER PIPE y <br />„ <br />20 <br />23 <br />10' MIN <br />r. <br />0 <br />PLAN AND PROFILE <br />, <br />J <br />DEPARTMENT OF PUBLIC WORKS <br />q <br />' <br />h <br />1 <br />DESIGNED BY: RT <br />I Y 6 <br />I I � <br />X <br />L6 <br />W <br />4'W <br />CHECKED BY: CRC <br />�7v- <br />CITY ENGINEER <br />18+00 <br />1>3+b0 <br />� 04 <br />FF: <br />N <br />N O N <br />try Z <br />O <br />M� Z <br />to <br />n <br />N <br />00 <br />� <br />tI <br />_ <br />�p <br />78 O <br />2 <br />0 x V)M <br />�o <br />MM <br />11 I <br />t l II I <br />WN <br />II > H <br />} <br />II <br />11 <br />rA <br />�z <br />3^ <br />I <br />cn W O <br />'a <br />z <br />Z <br />0_ U <br />O <br />n <br />LOS ANGELES AVENUE <br />4 <br />4 <br />Mi q v <br />Y <br />f� <br />Y <br />W <br />. <br />y ICb,.:. <br />Y <br />12' <br />W <br />g <br />4 <br />!+ / II <br />(n <br />% W <br />2"W234W <br />8S - - - Itn <br />2w <br />—3"fI r 2"G ° 3'�G <br />.J <br />I Y Y <br />f lI <br />Z = � <br />hr <br />O Mme. . i <br />y., <br />t t 1S4tin: I I a. '_,. a .. • 141,k .. " <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 M M ,A 14- ur) M n 0) O N M <br />4 4 4 4 4 4 4 ui Ki M M M <br />APPROX. LOCATION EXIST. <br />S WATER CROSSING kn <br />DEPTH UNKNOWN Ui <br />EXIST. C.L. GRADE II <br />n I <br />CONST. 445 LF OF 8" ALT. SEWER PIPE <br />APPROX. LOCATION EXIST. <br />6" GAS CROSSING O <br />DEPTH UNKNOWN .- <br />W <br />2 <br />CONST. 62 LF OF 8" ALT. SEWER PIPE CONST. 28 LF OF 8" ALT. SEWER PIPE 1n <br />(TYPE 'A') ® S=0.0035 3 I I (TYPE 'A') ® S=0.0032 IW <br />SPE 'A') ®S=0.0035 (nI <br />W <br />Z <br />Z—CONST. 147.5 L6 OF 8" <br />F ALT. SEWER PIPE y <br />„ <br />20 <br />21 <br />°vPSOMAS <br />N. C56, 490 \ Z <br />2295 Gateway Oaks Drive, Suite 250 <br />EXP e -3o-05 Sacramento, CA 95833 <br />e <br />(916) 929-7100 (916) 929-6380 (FAX) <br />i v <br />12 13 14 15 16 17 18 19 i <br />E PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE <br />� � �,g ' ��ot rin�. 31A61 �,, �� J/f/,1 ff(41co v �/¢/oL COUNTY O F SAN J O A Q U I N <br />En7 ,HEET NO ACAD Mar. 01, 2002 14: 16:19 DWG Name: 0: AE SAN040300\WATRET DRAFTING\Sheets\sheet 09.dwq Updated Hy: NI ehutsky <br />5 <br />101 <br />—51 <br />—101 <br />—151 <br />—201 <br />22 <br />23 <br />Boggs <br />(TYPE B) ® S=0.0032 <br />0 <br />PLAN AND PROFILE <br />LO <br />J <br />DEPARTMENT OF PUBLIC WORKS <br />q <br />CITY OF STOCKTON, CALIFORNIA <br />LO <br />N <br />DESIGNED BY: RT <br />X <br />L6 <br />•• ,�• PROJECT NO. <br />CHECKED BY: CRC <br />�7v- <br />CITY ENGINEER <br />RECORD DWG.: <br />N. <br />� 04 <br />FF: <br />N <br />N O N <br />try Z <br />O <br />M� Z <br />to <br />n <br />N <br />00 <br />� <br />tI <br />_ <br />�p <br />78 O <br />2 <br />0 x V)M <br />0, <br />V) <br />MM <br />11 I <br />t l II I <br />WN <br />II > H <br />11 IMI <br />II <br />11 <br />rA <br />�z <br />3^ <br />�z-� <br />cn W O <br />^z's <br />Z V) W O <br />.�F... <br />z <br />Z <br />0_ U <br />O <br />n <br />F-, <br />:DOOZ <br />nn <br />ZOZ <br />0 O <br />0, 01 <br />e e a 0.- <br />0 <br />00 00 t0 t_D <br />00 W o0 C5 <br />a0-00 <br />+>j <br />++ <br />>'>>> +jj <br />04ZZ <br />NN <br />z z z NZZ <br />21 <br />°vPSOMAS <br />N. C56, 490 \ Z <br />2295 Gateway Oaks Drive, Suite 250 <br />EXP e -3o-05 Sacramento, CA 95833 <br />e <br />(916) 929-7100 (916) 929-6380 (FAX) <br />i v <br />12 13 14 15 16 17 18 19 i <br />E PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE <br />� � �,g ' ��ot rin�. 31A61 �,, �� J/f/,1 ff(41co v �/¢/oL COUNTY O F SAN J O A Q U I N <br />En7 ,HEET NO ACAD Mar. 01, 2002 14: 16:19 DWG Name: 0: AE SAN040300\WATRET DRAFTING\Sheets\sheet 09.dwq Updated Hy: NI ehutsky <br />5 <br />101 <br />—51 <br />—101 <br />—151 <br />—201 <br />22 <br />23 <br />Boggs <br />Tract Sewer System <br />PLAN AND PROFILE <br />LOS ANGELES AVE. STA. 12+25 TO 23+00 <br />DEPARTMENT OF PUBLIC WORKS <br />CITY OF STOCKTON, CALIFORNIA <br />SCALE AS NOTED <br />APPROVED BY:3DATV:Z SHEET NO <br />DESIGNED BY: RT <br />DRAWN BY: RSL/CC <br />I_�OF 28 SHEETS <br />G // <br />•• ,�• PROJECT NO. <br />CHECKED BY: CRC <br />�7v- <br />CITY ENGINEER <br />RECORD DWG.: <br />STOCKTON. CAd. 6sANo403 <br />4310. lb to <br />