Laserfiche WebLink
I (E) C.L) <br />LI GRADE PI <br />X <br />ill <br />� <br />iI <br />1 2 3 4 5 <br />F <br />1 <br />r� <br />10 <br />APPROVED BY: DATE: <br />DRAWN BY <br />iO ALT. SEWER PIPE J` <br />PROJECT ENGINEER <br />X <br />to <br />(TYPE 'A') ® S=0.007 u04' <br />LL <br />5 <br />I APPROVED <br />N <br />Of <br />O 04 O <br />t0 6 ^ N. <br />00 <br />(' Ga <br />Od <br />00 Z^.M <br />w <br />ZEN Z <br />s/¢10 a <br />LL; <br />0 <br />h <br />I � sF of <br />pj I <br />FILE NAME <br />DRAWER SHEET NO- ACAD <br />I I <br />r� <br />11 g <br />II VO) II <br />—5 <br />N <br />�r <br />IIS 1n <br />IIS <br />N <br />N N <br />U c~n 3 N, <br />I <br />w <br />•a <br />O <br />U1 <br />—10 <br />ZO <br />n <br />�r <br />O <br />M <br />Lr <br />—15 <br />0000 <br />40 <br />in <br />0000 <br />O <br />dZZ <br />F> <br />;;; » > 04 <br />00 <br />> 7 <br />Z 1+-Z.Z <br />ZZ <br />—20 <br />�r <br />x <br />I <br />APPROX. LOCATION <br />EXIST. 6" WATER <br />CROSSING <br />3 DEPTH UNKNOWN <br />N <br />M <br />. SEWER PIPE (TYPE 'A') ® S=0.0055 <br />CONST. 303 LF OF 8" ALT <br />J <br />' II EXIST. 27" SEWER <br />00V <br />O <br />Z ^� <br />� I <br />� I II <br />� IIS <br />Nz <br />I— <br />U ZQ <br />N <br />oz It <br />N 0000 <br />O ZZ <br />I <br />�t N O <br />M M M <br />EXIST. C.L. GRADE <br />LOS ANGELES AVENUE <br />10' MIN <br />— 4"W <br />—I <br />_ <br />w <br />4"W 4" <br />11+00 12+00 <br />4..G _ „G W <br />— )� -n — �-�• —x""" — —�— Z <br />x <br />q I Ln <br />1 <br />+ <br />Allk. <br />$� <br />NOTES <br />1. PROPOSED MAINTENANCE HOLE RIM ELEVATIONS ARE BASED ON 40 SCALE AERIAL SURVEY <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. <br />2. THE CENTERLINE GRADE SHOWN IN THE PROFILE REPRESENTS THE EXISTING GRADE AT THE <br />LINE OF STATIONING. ELEVATIONS SHOWN ARE APPROXIMATE. <br />n 00 O It r <br />4 M M M t0 <br />CONST. 280 LF OF 8" ALT. SEWER PIPE (TYPE 'A') ® S=0,0055 <br />APPROX. LOCATION <br />EXIST. 4" GAS <br />CROSSING <br />DEPTH UNKNOWN <br />APPROX. LOCATION <br />EXIST. 12" AND 4" <br />3 WATER CROSSINGS <br />3 DEPTH UNKNOWN <br />I <br />6 7 8 <br />N <br />N <br />O <br />4 <br />N <br />4 <br />HORIZ.:40 20 0 40 80 <br />VERT.: 4 2 0 4 8 <br />SCALE OF FEET <br />m <br />M <br />M <br />M <br />WE <br />rn 5 <br />J <br />(/7 <br />CONST. 20 LF OF 8" <br />ALT. SEWER PIPE W <br />(TYPE 'A') 0 S=0.007 N <br />0 <br />TYPE 'A') ®5=0.007 <br />CONST. 355 LF OF 8" ALT. SEWER PIPE ( I <br />W <br />2 <br />J <br />A e— • L ,l <br />N. Cb6,490 <br />EXP. 6 -30 05 <br />9 10 <br />COUNTY OF SAN JOAQUIN <br />PS O M A S <br />2295 Gateway Oaks Drive, Suite 250 <br />Sacramento, CA 95833 <br />(916) 929-7100 (916) 929-6380 (FAX) <br />ioI I —5 <br />NI IN <br />} <br />(do ^ C+ <br />zo <br />VIII I I-1( <br />0 ao <br />N z 1-15 <br />11 12 <br />Boggs Tract Sewer System <br />PLAN AND PROFILE <br />ill <br />� <br />1 2 3 4 5 <br />F <br />j CONST. 99 LF OF 8" <br />APPROVED BY: DATE: <br />DRAWN BY <br />iO ALT. SEWER PIPE J` <br />PROJECT ENGINEER <br />LID <br />to <br />(TYPE 'A') ® S=0.007 u04' <br />SUBMITTED <br />I DATE <br />I APPROVED <br />N <br />Of <br />O 04 O <br />t0 6 ^ N. <br />00 <br />(' Ga <br />Od <br />00 Z^.M <br />In <br />00"1 <br />ZEN Z <br />s/¢10 a <br />N <br />O 2NZ <br />I <br />RECORD DWG.: <br />N I <br />I � sF of <br />pj I <br />FILE NAME <br />DRAWER SHEET NO- ACAD <br />I I <br />I <br />11 g <br />II VO) II <br />I( <br />N <br />IIS V)II <br />IIS 1n <br />IIS <br />N <br />N N <br />U c~n 3 N, <br />,stn <br />O.gZ.O <br />O <br />Z=O ZO <br />0 O' <br />ZO <br />O <br />M <br />O <br />0000 <br />40 <br />00 0000 00 O <br />to <br />0000 <br />O <br />dZZ <br />1 > 00 <br />E <br />;;; » > 04 <br />00 <br />> 7 <br />Z 1+-Z.Z <br />ZZ <br />6 7 8 <br />N <br />N <br />O <br />4 <br />N <br />4 <br />HORIZ.:40 20 0 40 80 <br />VERT.: 4 2 0 4 8 <br />SCALE OF FEET <br />m <br />M <br />M <br />M <br />WE <br />rn 5 <br />J <br />(/7 <br />CONST. 20 LF OF 8" <br />ALT. SEWER PIPE W <br />(TYPE 'A') 0 S=0.007 N <br />0 <br />TYPE 'A') ®5=0.007 <br />CONST. 355 LF OF 8" ALT. SEWER PIPE ( I <br />W <br />2 <br />J <br />A e— • L ,l <br />N. Cb6,490 <br />EXP. 6 -30 05 <br />9 10 <br />COUNTY OF SAN JOAQUIN <br />PS O M A S <br />2295 Gateway Oaks Drive, Suite 250 <br />Sacramento, CA 95833 <br />(916) 929-7100 (916) 929-6380 (FAX) <br />ioI I —5 <br />NI IN <br />} <br />(do ^ C+ <br />zo <br />VIII I I-1( <br />0 ao <br />N z 1-15 <br />11 12 <br />Boggs Tract Sewer System <br />PLAN AND PROFILE <br />ill <br />� <br />1 2 3 4 5 <br />�1 <br />APPROVED BY: DATE: <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER <br />DATE <br />CHECKED <br />DATE <br />SUBMITTED <br />I DATE <br />I APPROVED <br />I DATE <br />AA. -�J✓,�'4�� <br />CHECKED BY: CRC <br />(' Ga <br />3141oz <br />1�., <br />3/y� 1/ <br />�o/a <br />s/¢10 a <br />RECORD DWG.: <br />STOCKTON. CALIF. <br />ssANoaoa <br />FILE NAME <br />DRAWER SHEET NO- ACAD <br />Mor. 01, 7007 14.1446 DWG Nance 0 \6SAN040300\WATRFS DRAFTING\sheets\sheet 08dwg Updated By: Rlehutsky <br />6 7 8 <br />N <br />N <br />O <br />4 <br />N <br />4 <br />HORIZ.:40 20 0 40 80 <br />VERT.: 4 2 0 4 8 <br />SCALE OF FEET <br />m <br />M <br />M <br />M <br />WE <br />rn 5 <br />J <br />(/7 <br />CONST. 20 LF OF 8" <br />ALT. SEWER PIPE W <br />(TYPE 'A') 0 S=0.007 N <br />0 <br />TYPE 'A') ®5=0.007 <br />CONST. 355 LF OF 8" ALT. SEWER PIPE ( I <br />W <br />2 <br />J <br />A e— • L ,l <br />N. Cb6,490 <br />EXP. 6 -30 05 <br />9 10 <br />COUNTY OF SAN JOAQUIN <br />PS O M A S <br />2295 Gateway Oaks Drive, Suite 250 <br />Sacramento, CA 95833 <br />(916) 929-7100 (916) 929-6380 (FAX) <br />ioI I —5 <br />NI IN <br />} <br />(do ^ C+ <br />zo <br />VIII I I-1( <br />0 ao <br />N z 1-15 <br />11 12 <br />Boggs Tract Sewer System <br />PLAN AND PROFILE <br />43'10.1 G <br />DEPARTMENT OF PUBLIC WORKS <br />CITY OF STOCKTON, CALIFORNIA <br />SCALE: AS NOTED <br />APPROVED BY: DATE: <br />T SHEET NO <br />DESIGNED BY: RT <br />3�L� <br />8 <br />DRAWN BY: RSL/CC <br />I 1 <br />of 28 SHEETS <br />PROJECT NO.CITY <br />CHECKED BY: CRC <br />ENGINEER U <br />RECORD DWG.: <br />STOCKTON. CALIF. <br />ssANoaoa <br />43'10.1 G <br />