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r <br />i <br />U <br />ENGINEERING <br />DEPARTMENT <br />REVISIONS: <br />ADDRESS COMMENTS <br />FROM DDW AND <br />COUNTY OF SAN <br />JQAOUIN <br />06-29-202-1 <br />Dare: mrr. <br />DISTMET'HON❑ <br />M <br />W0 <br />• <br />*11 <br />i Erw <br />SHEET <br />A <br />U) u)V <br />TYP z 3 <br />4 $ <br />N <br />�FFW <br />(1)ZZ <br />EEt. <br />7-0 <br />,TI <br />a <br />° 10 7 <br />Zp 5 N <br />WW <br />w <br />"0 <br />2 <br />e <br />Qo -2 <br />3 <br />4 <br />0 <br />9 <br />LLI <br />m <br />9 <br />Nln` I <br />y0 <br />LL <br />8 <br />C\\��� <br />1 <br />1 <br />TYP 6 <br />6 <br />8 <br />m <br />TYP 5 <br />1 <br />1 <br />5 TYP <br />TYP 5 <br />2 <br />2 <br />6 3 <br />TYP <br />iii <br />5 TYP <br />2 <br />8 <br />6 <br />8 <br />0 <br />10 9 <br />8 ® 10 <br />4 <br />7 4 <br />9 <br />7 <br />3 <br />9 <br />11 <br />NOTES: <br />3 <br />1. <br />THE COMPANY'S CONTRACTOR SHALL INSTALL A <br />NOTES: <br />NOTES: <br />TEMPORARY CAP AND BLOWOFF AT THIS <br />1. THE COMPANY'S CONTRACTOR SHALL INSTALL A <br />1. THE COMPANY S CONTRACTOR SHALL INSTALL A <br />7 TYP <br />LOCATION. <br />TEMPORARY CAP AND BLOWOFF AT THIS <br />NOTES: <br />TEMPORARY CAP AND BLOWOFF AT THIS <br />2. <br />6" PVC CLOSURE COUPLING <br />LOCATION. <br />1. THE COMPANY'S CONTRACTOR SHALL INSTALL <br />A <br />LOCATION. <br />3. <br />EXISTING MAIN, 6" AC PIPE <br />2 . 6" PVC CLOSURE COUPLING <br />TEMPORARY CAP AND BLOWOFF AT THIS <br />2. 8" PVC CLOSURE COUPLING <br />NOTES: <br />4. <br />6" AC ROUGH BARREL FLEX COUPLING <br />3. EXISTING MAIN, 6" AC PIPE <br />LOCATION. <br />3. EXISTING MAIN, 8" DI PIPE <br />1. <br />THE COMPANY S CONTRACTOR SHALL INSTALL A <br />5. <br />6" PVC PIPE (CUT -TO -FIT) <br />4• 6" AC ROUGH BARREL FLEX COUPLING <br />2. 8" PVC CLOSURE COUPLING <br />4. 8" SOLID SLEEVE <br />TEMPORARY CAP AND BLOWOFF AT THIS LOCATION. <br />6. <br />6" 45' ELBOW. ADD THRUST BLOCK. SEE <br />5. 6" PVC PIPE (CUT -TO -FIT) <br />3. EXISTING MAIN, 8" PVC PIPE <br />5. 8" PVC PIPE (CUT -TO -FIT) <br />2. <br />8" AC ROUGH BARREL FLEX COUPLING <br />CW -435-R4 <br />6. 6" 45' ELBOW. ADD THRUST BLOCK. SEE <br />4. 8" C900 SLIP COUPLING <br />6. 8" 45' ELBOW. ADD THRUST BLOCK. SEE <br />3. <br />EXISTING MAIN, 8" AC PIPE <br />7. <br />NEW 6" PVC PIPE <br />CW -435-R4 <br />5. 8" PVC PIPE (CUT -TO -FIT) <br />CW -435-R4 <br />4. <br />8" PVC CLOSURE COUPLING <br />8. <br />CUT AND PLUG 6" AC PIPE <br />7. NEW 6" PVC PIPE <br />6. 8" 45" ELBOW. ADD THRUST BLOCK. SEE <br />7. 8" GATE VALVE <br />5. <br />8" PVC PIPE (CUT -TO -FIT) <br />9. <br />ABANDON EX. 6" AC PIPE <br />8. CUT AND PLUG 6" AC PIPE <br />CW -435-R4 <br />8. NEW 8" PVC PIPE <br />6. <br />8" 45' ELBOW. ADD THRUST BLOCK. SEE <br />9. ABANDON EX. 6" AC PIPE <br />7. NEW 8" PVC PIPE <br />9. CUT AND PLUG 6" AC PIPE <br />CW -435-R4 <br />8. 8" GATE VALVE <br />10. ABANDON EX. 6" AC PIPE <br />7. <br />NEW 8" PVC PIPE <br />9. CUT AND PLUG 8" PVC PIPE <br />8. <br />8" GATE VALVE <br />10. ABANDON EX. 8" PVC PIPE <br />9. <br />8" TEE. ADD THRUST BLOCK. SEE CW -435-R4 <br />10. <br />CUT AND PLUG 8" AC PIPE <br />11. <br />ABANDON EX. 8" AC PIPE <br />TIE-IN DETAIL J (N. FUNSTON/ORWOOD <br />TIE-IN DETAIL K (N. FUNSTON/ORWOOD <br />ST) <br />- NORTH <br />ST) - SOUTH <br />TIE-IN DETAIL L (N. FUNSTON/WEBB ST) <br />TIE-IN DETAIL M (N. FUNSTON) <br />TIE-IN DETAIL N (STEWART) <br />NOT TO SCALE <br />NOT TO SCALE <br />NOT TO SCALE <br />NOT TO SCALE <br />NOT TO SCALE <br />4 <br />u <br />TYP 7 <br />d <br />8 5 NEW <br />1 14 <br />� e4 <br />` <br />TIE-IN <br />3 <br />NEW TIE-IN <br />8 9 <br />\ <br />3 <br />\ <br />1 <br />NOTES: <br />2 <br />7 <br />1. CUT AND REMOVE EX. 8"DI PIPE, AND <br />3 <br />6 <br />® <br />I TYP 11 10 9 3 6 5 <br />2. <br />FITTINGS AS NEEDED PRIOR TO TIE IN <br />PLUG AND ABANDON EX. 6" STL PIPE <br />TYP 5 <br />6 TYP -- J <br />3. THE COMPANY'S CONTRACTOR SHALL INSTALL <br />EXISTING <br />ITYP 8 ;. <br />1 <br />9 1 <br />A TEMPORARY CAP AND BLOWOFF AT THIS <br />_ <br />LOCATION. (TOTAL OF 3) <br />7 <br />NOTES: <br />I <br />_ <br />4. EXISTING MAIN, 8" DI PIPE <br />NOTES <br />1. REMOVE EXCUT EX. 8" PVC AS <br />I <br />5. <br />5. <br />EXISTING MAIN, 6" Cl PIPE <br />1. <br />THE COMPANY'S CONTRACTOR SHALL INSTALL A <br />NEED PRIOR B 0 WELOWOEP. <br />EXISTING <br />6" SOLID SLEEVE <br />TEMPORARY CAP AND BLOWOFF AT THIS LOCATION. <br />2. THE COMPANY'S CONTRACTOR SHALL INSTALL <br />13 I <br />7. 8" SOLID SLEEVE (TOTAL OF 2) <br />2. <br />8' PVC CLOSURE COUPLING <br />A TEMPORARY CAP AND BLOWOFF AT THIS <br />® <br />I <br />8. <br />8" PVC PIPE (CUT -TO -FIT) <br />LOCATION. <br />I 1 TYP 12 I <br />I I <br />9. 6" PVC PIPE (CUT -TO -FIT) <br />3. <br />EXISTING MAIN, 8" DI PIPE <br />3. 8" PVC CLOSURE COUPLING <br />4. <br />8" SOLID SLEEVE <br />10. 8"X6" REDUCER. ADD THRUST BLOCK. SEE <br />4. EXISTING MAIN, 8" PVC PIPE <br />1 <br />5. <br />8" PVC PIPE (CUT -TO -FIT) <br />/ <br />CW -435-R4 <br />5. 8" C900 SLIP COUPLING <br />/ <br />11. 8 45' ELBOW. ADD THRUST BLOCK. SEE <br />6. <br />8" 45' ELBOW. ADD THRUST BLOCK. SEE CW -435-R4 <br />6. 8" PVC PIPE (CUT -TO -FIT) <br />CW -435-R4 (TOTAL OF 2) <br />7. <br />NEW 8" PVC PIPE <br />7. 8" 45' ELBOW. ADD THRUST BLOCK. SEE <br />3 <br />I <br />12. 8" GATE VALE. (TOTAL OF 4) <br />B. <br />CUT AND PLUG 8" DI PIPE <br />CW -435-R4 <br />2 <br />I z <br />13. 8' X8' CROSS <br />9. <br />ABANDON EX. 8" DI PIPE <br />8. 8" GATE VALVE <br />I 7 <br />• <br />I <br />14. ADJUST VERTICAL OFFSET AS NEEDED WHEN <br />9. NEW 8" PVC PIPE <br />1 I I <br />ALIGN AND CONNECT EX. 8" WITH NEW 8" <br />I 4 <br />I <br />PIPE. TO BE DETERMINED IN THE FIELD <br />DURING CONSTRUCTION <br />TIE-IN DETAIL Q (WILSON/STEWART) <br />15. NEW 8" PVC PIPE <br />NOT TO SCALE <br />- I <br />TIE-IN DETAIL O (N. FUNSTON/STEWART) <br />TIE-IN DETAIL P (WILSON/STEWART) <br />NOT TO SCALE <br />NOT TO SCALE <br />ENGINEERING <br />DEPARTMENT <br />REVISIONS: <br />ADDRESS COMMENTS <br />FROM DDW AND <br />COUNTY OF SAN <br />JQAOUIN <br />06-29-202-1 <br />���veyna�ren>n <br />STK 20-30, 29-30 <br />SCALE: <br />NTS <br />DRAWN BY: <br />Y.XU <br />DESIGNED BY <br />Y.XU <br />CHECKED BY: DATE: <br />APPROVED BY: DATE: <br />>+Z O <br />NOS N <br />-Prn <br />Dare: mrr. <br />DISTMET'HON❑ <br />M <br />W0 <br />MAT <br />i Erw <br />SHEET <br />❑ <br />U) u)V <br />'�>o <br />N <br />�FFW <br />(1)ZZ <br />EEt. <br />Z <br />,TI <br />❑ <br />���veyna�ren>n <br />STK 20-30, 29-30 <br />SCALE: <br />NTS <br />DRAWN BY: <br />Y.XU <br />DESIGNED BY <br />Y.XU <br />CHECKED BY: DATE: <br />APPROVED BY: DATE: <br />>+Z O <br />NOS N <br />-Prn <br />W <br />a <br />W0 <br />W <br />N <br />i Erw <br />o <br />U) u)V <br />'�>o <br />N <br />�FFW <br />(1)ZZ <br />mom <br />m <br />Z <br />�U_ <br />W <br />v °� <br />Zp 5 N <br />WW <br />O <br />Y <br />2 <br />he "?'JmW <br />Qo -2 <br />0 <br />O W <br />LLI <br />m <br />~ <br />Nln` I <br />y0 <br />LL <br />z <br />v <br />O NOo3 <br />LLI <br />r <br />3 <br />a <br />W0 <br />W <br />N <br />0 <br />y,zaa <br />3 <br />N <br />�FFW <br />W <br />~ <br />y O <br />zMfZ <br />Z <br />N <br />3 <br />Zp 5 N <br />WW <br />O <br />Y <br />2 <br />he "?'JmW <br />0 <br />O W <br />LLI <br />m <br />~ <br />y0 <br />LL <br />z <br />v <br />R <br />m <br />DISTRICT: <br />STOCKTON <br />CITY/COUNTY: <br />STOCKTON/SAN JOAQUIN <br />DATE: <br />MAY 22, 2023 <br />PROJECT ID.: <br />WO#00129026 <br />DRAWING CO.: <br />STK-9262 <br />STEP 13 OF 14 <br />