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4 <br />(E) C. L. <br />GRADE <br />5 <br />n N <br />N M <br />N <br />M <br />L0 <br />M <br />00--- <br />U) <br />o-yr <br />z <br />DRAWN BY DATE <br />PROJECT ENGINEER <br />hl.r <br />FILE NAMI DRAWER 1S=77= <br />I <br />7 L <br />kZ <br />U <br />Q <br />O <br />Lf) <br />fi+ <br />HAZELTON AVENUEB. <br />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 HORIZ.:40 20 0 40 80 <br />FLUSH WITH THE FINISHED GRADE AS DETERMINED IN THE FIELD. <br />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 rA n O) M aJ n 0) r7 u) t0 It In (0 00 n <br />r7 M I -j M P-5 4 et 4 rA ui L6 ui N 16 to L6 L6 <br />U) <br />V7 <br />00 EXIST. C.L.GRADE II <br />ri <br />EXIST. C.L. GRADE II <br />o: <br />APPROX. LOCATION EXIST. <br />- GAS AND 4" WATER <br />CROSSINGS � <br />II DEPTH UNKNOWN <br />II3 CD <br />i <br />II IPIPE (TYPE 'A') ® Sa0.0032 I I CONST. 385 LF OF 8" ALT. SEWER PIPE (TYPE 'A') 0 S=0.0032 <br />Al ....... ...................... <br />1 2 3 4 <br />DATE CHECKED DATE SUBMITTED DATE APPROVED DATE <br />(1001 C�l+tc4 �, L a, 514to7- <br />ACAS Mar. 01, 2002 14:26-1) DWG Name 0:A6SAN040300\WATRFS DRAFTING\sheeie\sheet-i/.dwq Updated By. RIehutsky <br />c�U) <br />H X N <br />X <br />w <br />LO v <br />.Ni �O t0 I ri <br />N II II^ <br />3wB� <br />� vv <br />z <br />X Z Z <br />W --- s <br />OD aD 0) M <br />00 <br />00 <br />»» <br />zzzz <br />5 <br />M <br />7 <br />FF�XP.6- 30 OS <br />,,,, <br />�--oF CA rFi <br />N N N <br />� � I <br />6 I t II <br />z <br />d Z <br />V) w. B - <br />z z00 <br />�p <br />Go Go <br />+ > > > <br />00 --- <br />CONST. 269 LF OF 8" ALT. SEWER <br />PIPE (TYPE 'A') 0 S=0.008 <br />10 <br />' Boggs Tract Sewer System <br />8 9 PLAN AND PROFILE <br />HAZELTON AVE. STA. 1+05 TO 11+50 <br />COUNTY OF SAN JOAQUIN <br />PSOMAS <br />2295 Gateway Oaks Drive, Suite 250 <br />Sacramento, CA 95833 <br />(916) 929-7100 (916) 929-6380 (FAX) <br />5 <br />IN <br />10 <br />15 <br />20 <br />DEPARTMENT OF PUBLIC WORKS <br />APPROX. LOCATION <br />CITY OF STOCKTON, CALIFORNIA <br />0 <br />EXIST. 4" WATER <br />CROSSING <br />APPROVED BY: <br />SHEET No <br />DESIGNED BY: RT <br />/DATE: <br />31L___ <br />DEPTH UNKNOWN <br />DRAWN BY RSL/CC <br />1 <br />� 1 <br />— <br />OF 28 SHEETS <br />3 <br />APPROX. LOCATION EXIST. <br />PROJECT NO. <br />CHECKED BY: CRC <br />�2" <br />GAS CROSSING <br />RECORD DWG.: <br />STOCKTON. CALIF. <br />DEPTH UNKNOWN <br />CONST. 8 LF OF I <br />8" ALT. SEWER <br />CONST. 380 LF OF 8" ALT <br />-5 <br />PIPE (TYPE 'A') <br />® S=0.0032 <br />CAP OPEN END <br />w <br />z <br />INV.= -4.26 <br />—10 <br />—15 <br />^ <br /><-4 <br />NN N <br />6 II I I I <br />z <br />II II II <br />—20 <br />^ <br />x w ^ <br />� F z3 <br />V) <br />ozzz <br />- <br />O . <br />00 00 OD 00 <br />LO <br />± zzzz <br />00--- <br />U) <br />o-yr <br />z <br />DRAWN BY DATE <br />PROJECT ENGINEER <br />hl.r <br />FILE NAMI DRAWER 1S=77= <br />I <br />7 L <br />kZ <br />U <br />Q <br />O <br />Lf) <br />fi+ <br />HAZELTON AVENUEB. <br />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 HORIZ.:40 20 0 40 80 <br />FLUSH WITH THE FINISHED GRADE AS DETERMINED IN THE FIELD. <br />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 rA n O) M aJ n 0) r7 u) t0 It In (0 00 n <br />r7 M I -j M P-5 4 et 4 rA ui L6 ui N 16 to L6 L6 <br />U) <br />V7 <br />00 EXIST. C.L.GRADE II <br />ri <br />EXIST. C.L. GRADE II <br />o: <br />APPROX. LOCATION EXIST. <br />- GAS AND 4" WATER <br />CROSSINGS � <br />II DEPTH UNKNOWN <br />II3 CD <br />i <br />II IPIPE (TYPE 'A') ® Sa0.0032 I I CONST. 385 LF OF 8" ALT. SEWER PIPE (TYPE 'A') 0 S=0.0032 <br />Al ....... ...................... <br />1 2 3 4 <br />DATE CHECKED DATE SUBMITTED DATE APPROVED DATE <br />(1001 C�l+tc4 �, L a, 514to7- <br />ACAS Mar. 01, 2002 14:26-1) DWG Name 0:A6SAN040300\WATRFS DRAFTING\sheeie\sheet-i/.dwq Updated By. RIehutsky <br />c�U) <br />H X N <br />X <br />w <br />LO v <br />.Ni �O t0 I ri <br />N II II^ <br />3wB� <br />� vv <br />z <br />X Z Z <br />W --- s <br />OD aD 0) M <br />00 <br />00 <br />»» <br />zzzz <br />5 <br />M <br />7 <br />FF�XP.6- 30 OS <br />,,,, <br />�--oF CA rFi <br />N N N <br />� � I <br />6 I t II <br />z <br />d Z <br />V) w. B - <br />z z00 <br />�p <br />Go Go <br />+ > > > <br />00 --- <br />CONST. 269 LF OF 8" ALT. SEWER <br />PIPE (TYPE 'A') 0 S=0.008 <br />10 <br />' Boggs Tract Sewer System <br />8 9 PLAN AND PROFILE <br />HAZELTON AVE. STA. 1+05 TO 11+50 <br />COUNTY OF SAN JOAQUIN <br />PSOMAS <br />2295 Gateway Oaks Drive, Suite 250 <br />Sacramento, CA 95833 <br />(916) 929-7100 (916) 929-6380 (FAX) <br />5 <br />IN <br />10 <br />15 <br />20 <br />431a w c. <br />DEPARTMENT OF PUBLIC WORKS <br />CITY OF STOCKTON, CALIFORNIA <br />SCALE: AS NOTEDI <br />APPROVED BY: <br />SHEET No <br />DESIGNED BY: RT <br />/DATE: <br />31L___ <br />17 <br />DRAWN BY RSL/CC <br />1 <br />� 1 <br />— <br />OF 28 SHEETS <br />PROJECT NO. <br />CHECKED BY: CRC <br />. _ <br />CITY ENGINEER <br />RECORD DWG.: <br />STOCKTON. CALIF. <br />ssANoaos <br />431a w c. <br />