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4'6 <br />45 <br />_- - <br />44 <br />1 43 <br />42 <br />41 <br />EM <br />Wz <br />1 38 <br />la <br />CAU710N.- 545 L/nes <br />exact deoffi e <br />/acatia/7 4117K/7a" <br />Verify /n fie/G befare <br />,ai;ae /i7gla//4'1io17• -_ <br />AA <br />-- <br />10+00 <br />QN <br />ti <br />X <br />eD <br />v� <br />A4 <br />Q <br />60' <br />R/W <br />F <br />1 <br />O <br />.90 <br />go/ <br />M <br />� <br />V � <br />V <br />22' <br />b f" <br />Q <br />O <br />314 <br />IDx <br />01i 6 <br />In <br />H <br />� <br />N <br />V <br />1 Ptn.12685 <br />I <br />Q <br />S <br />PO' <br />NO. <br />DATE <br />REVISIONS <br />BY <br />DESIGN G/o "HA/N <br />BY: <br />BAVMBACH PIAZZA <br />PrepareFor: <br />5D <br />SHEET <br />OF <br />ZZIV <br />m <br />N,A. <br />CIVIL ENGINEERS <br />NG1NEEgS <br />SURVEYORS <br />323 W. EL <br />85240 PM2p9-3 6® <br />3GROUP19 <br />01WW.LOCULI STREET <br />LODI PH: 369-8400 <br />AA <br />-- <br />I <br />I � <br />4 [�q%44 Nese 11 044.9/exist.Cra ee <br />ti <br />6r glee/ Gas - <br />TranSmrss/an Li/it <br />x x7 -i <br />45 <br />45.00 <br />koi <br />PR/1/,47E "5Z:WNT <br />roF of Garb <br />-- <br />11+00 <br />M A I N <br />QN <br />ti <br />X <br />eD <br />v� <br />A4 <br />Q <br />1 <br />O <br />� <br />V � <br />V <br />b f" <br />Q <br />O <br />314 <br />IDx <br />01i 6 <br />In <br />H <br />� <br />N <br />1 Ptn.12685 <br />I <br />S <br />PO' <br />I <br />I � <br />4 [�q%44 Nese 11 044.9/exist.Cra ee <br />ti <br />6r glee/ Gas - <br />TranSmrss/an Li/it <br />x x7 -i <br />45 <br />45.00 <br />koi <br />PR/1/,47E "5Z:WNT <br />roF of Garb <br />-- <br />11+00 <br />M A I N <br />- <br />o <br />I <br />12+00 13+00 141"00 <br />ST E E T F (LOWER SACRAMENTO RO_) <br />ti <br />X <br />ap <br />� <br />Qb <br />1 <br />O <br />� <br />V � <br />V <br />- <br />o <br />I <br />12+00 13+00 141"00 <br />ST E E T F (LOWER SACRAMENTO RO_) <br />- v - <br />ABYW <br />AA t 27. l Ay' <br />M a <br />25 edge 45.39 Of Pavm't . -7-45 -50 <br />_ II <br />45. B9 45.97 <br />45.20 45. 37 <br />,E-dge of ,oavin'1: <br />G - <br />N <br />m <br />h <br />1 <br />a ` 1 <br />r 1 <br />,PKC Ri1L/. Lrn1r4 .......... It %a' eN/ I 3/i'ir / ✓L. <br />r' Len' Pvc . <br />Sma Nils Ni. / ) <br />to /r• Derr / s//�./ PKC. <br />.. 6/Iowa (5u Ni/b Nn /J <br />i' <br />44PKC. /Kyr DiincA ............ P Y C Sin/ri/y Sb.✓s� <br />SsiYiu Lr/e/i/ <br />/LR • IYI�r1/•//I !/Wile/y O/rNI6I . /AI/Y't. !rL Ne. r -O <br />SERVICE LATERAL CLEAN-OUT <br />N. r <br />WTES: <br />1. Contractor may substitute long -radius P.V.C. bend, if <br />available, for the two 22 1/20 elbows and 2' spool. <br />2. Cleanouts shall be Installed on all sewer service laterals <br />at the edge of the right of way as shown. <br />3. Cleanout riser and fittings shall be Polyvinyl Chloride <br />(P.v.C.) pipe conforming to ASTM D 3034 - SDA 35 with rubber <br />rings meeting the requirements of ASTM D - 3212. <br />4. Cleanout riser and fittings shall be of the same diameter pipe <br />as the service lateral. <br />u <br />\ dA%5f. py <br />�_ <br />Milt <br />N •� <br />\3 <br />1 <br />lb <br />EX/St. R/W Ta a �` <br />beLeiAbondo/�ed w / q <br />h <br />45.,1 / <br />New R7W <br />_ k5 21 <br />^7n5ta// 272 LF B"W t/Al \ B <br />f 45:28 <br />Ah 2.D 45 32 <br />Feaf/761- Yo form .9/7/40b/ <br />P/o�5/tioJ� to eXJ5l` PatllJ'f <br />5 .+i ¢5,0a 45.69 <br />r <br />20' N <br />1 i 2 1 3 <br />45 46- // 40.23 <br />45.4/ 45.50 45.65 <br />Ah 452E f5.3B <br />/VeW R/J4/ Lige <br />,eFx Li//e 7-e .be .96��7doiJea'- <br />45.38 <br />45.82 <br />45. 67 <br />1$+00 <br />t <br />y0o/e =Nor 1" 20 <br />maxis/. R/W TO <br />Jae AhonQo/Jed <br />-NeyY /R/,w 1-/117e <br />EMI <br />45 <br />44 <br />43 1 <br />42 1 <br />41 <br />40 <br />39 <br />38 1 <br />k rn I <br />O <br />� <br />b f" <br />314 <br />In <br />1 Ptn.12685 <br />I <br />S <br />PO' <br />NO. <br />DATE <br />REVISIONS <br />BY <br />DESIGN G/o "HA/N <br />BY: <br />BAVMBACH PIAZZA <br />PrepareFor: <br />SHEET <br />OF <br />ZZIV <br />m <br />N,A. <br />CIVIL ENGINEERS <br />NG1NEEgS <br />SURVEYORS <br />323 W. EL <br />85240 PM2p9-3 6® <br />3GROUP19 <br />01WW.LOCULI STREET <br />LODI PH: 369-8400 <br />MAIN SIR1I (LOW1R SACKMIMPO ROM) <br />STREET IMPROVEMENTS <br />INDIANA STREET TO AUGUSTA STREff <br />JOB N0. 87QG4 <br />SUBMITTED BY <br />R.C.E. /ZGBS 7 DATE O <br />66'16 G� <br />NO. <br />830 <br />x <br />\ <br />rs3l y <br />-•• cone Gurd <br />-- <br />5, <br />45.25 45./5 <br />- v - <br />ABYW <br />AA t 27. l Ay' <br />M a <br />25 edge 45.39 Of Pavm't . -7-45 -50 <br />_ II <br />45. B9 45.97 <br />45.20 45. 37 <br />,E-dge of ,oavin'1: <br />G - <br />N <br />m <br />h <br />1 <br />a ` 1 <br />r 1 <br />,PKC Ri1L/. Lrn1r4 .......... It %a' eN/ I 3/i'ir / ✓L. <br />r' Len' Pvc . <br />Sma Nils Ni. / ) <br />to /r• Derr / s//�./ PKC. <br />.. 6/Iowa (5u Ni/b Nn /J <br />i' <br />44PKC. /Kyr DiincA ............ P Y C Sin/ri/y Sb.✓s� <br />SsiYiu Lr/e/i/ <br />/LR • IYI�r1/•//I !/Wile/y O/rNI6I . /AI/Y't. !rL Ne. r -O <br />SERVICE LATERAL CLEAN-OUT <br />N. r <br />WTES: <br />1. Contractor may substitute long -radius P.V.C. bend, if <br />available, for the two 22 1/20 elbows and 2' spool. <br />2. Cleanouts shall be Installed on all sewer service laterals <br />at the edge of the right of way as shown. <br />3. Cleanout riser and fittings shall be Polyvinyl Chloride <br />(P.v.C.) pipe conforming to ASTM D 3034 - SDA 35 with rubber <br />rings meeting the requirements of ASTM D - 3212. <br />4. Cleanout riser and fittings shall be of the same diameter pipe <br />as the service lateral. <br />u <br />\ dA%5f. py <br />�_ <br />Milt <br />N •� <br />\3 <br />1 <br />lb <br />EX/St. R/W Ta a �` <br />beLeiAbondo/�ed w / q <br />h <br />45.,1 / <br />New R7W <br />_ k5 21 <br />^7n5ta// 272 LF B"W t/Al \ B <br />f 45:28 <br />Ah 2.D 45 32 <br />Feaf/761- Yo form .9/7/40b/ <br />P/o�5/tioJ� to eXJ5l` PatllJ'f <br />5 .+i ¢5,0a 45.69 <br />r <br />20' N <br />1 i 2 1 3 <br />45 46- // 40.23 <br />45.4/ 45.50 45.65 <br />Ah 452E f5.3B <br />/VeW R/J4/ Lige <br />,eFx Li//e 7-e .be .96��7doiJea'- <br />45.38 <br />45.82 <br />45. 67 <br />1$+00 <br />t <br />y0o/e =Nor 1" 20 <br />maxis/. R/W TO <br />Jae AhonQo/Jed <br />-NeyY /R/,w 1-/117e <br />EMI <br />45 <br />44 <br />43 1 <br />42 1 <br />41 <br />40 <br />39 <br />38 1 <br />k rn I <br />O <br />� <br />b f" <br />314 <br />1 Ptn.12685 <br />I <br />NO. <br />DATE <br />REVISIONS <br />BY <br />DESIGN G/o "HA/N <br />BY: <br />BAVMBACH PIAZZA <br />PrepareFor: <br />SHEET <br />OF <br />CIVIL ENGINEERS <br />NG1NEEgS <br />SURVEYORS <br />323 W. EL <br />85240 PM2p9-3 6® <br />3GROUP19 <br />01WW.LOCULI STREET <br />LODI PH: 369-8400 <br />MAIN SIR1I (LOW1R SACKMIMPO ROM) <br />STREET IMPROVEMENTS <br />INDIANA STREET TO AUGUSTA STREff <br />JOB N0. 87QG4 <br />SUBMITTED BY <br />R.C.E. /ZGBS 7 DATE O <br />66'16 G� <br />NO. <br />830 <br />SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS <br />