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IDB'ORT BACKFILL REQUIRED WHENGOVERNING PA VgNIENT & BASEROCK <br />AGENCY'S COMPACTIONREQUIREMENTS CANNOT (WHEREREQUIRED) <br />BE MET V=NATIVE BACKFILL <br />FINISHED GRADE /- EX. ASPHALT PAVRVG <br />PLACE LINE GUARD TAPE 2, <br />MARKED "WATER" <br />(FOR ALL PIPE) A s s �A MAX 4'MIN. <br />SAND ENVELOPE UNLESS <br />\� : i OTHERWISE <br />NOTED <br />TRACER WIRE <br />(FOR ALL PIPE) \ 9 <br />12" <br />POLYETHYLENE ENCASEMENT, EMIL✓� <br />(FOR DUCTILE B20NPIPE) \\ <br />PVC 6900 PIPE OR L <br />6 <br />DUCTILEIRONPIPE ��%;077�7�77f\\\ <br />D <br />NOTE: <br />1. ALL EXCESS SPOIL IN TRACT IS TO REMAIN TRENCHSIDE <br />AND ALL EXCESS SPOIL OFF TRACT IS TO BE REMOVED. <br />2. ALL VALVE CASINGS AND COVERS SHALL BE RAISED TO FINISHED <br />GRADE AFTER PERMANENT PAVEMENT HAS BEEN PLACED. <br />DD TRENCH CROSS SECTION <br />1.3-1 N.T.S. <br />REMOVE <br />EXISTING ELL <br />%ND ABANDON <br />EXISTING MAIN <br />45' ELL PO W/ <br />RESTRAINT GASKETS <br />(F/DI PIPE) OR MJ <br />W/ MEGALUG <br />(F/PVC OR DI PIPE) <br />TRUST BLOCK PER <br />LATEST REVISION OF <br />DWG #CW -435 <br />DUCTILE IRON PIPE OR <br />PVC C900 PIPE <br />DUCTILE IRON PIPE 90° ELL PO W/ RESTRAINT <br />OR PVC C900 PIPE GASKETS (F/DI PIPE) OR <br />MJ W/ MEGALUG (F/PVC <br />OR DI PIPE) <br />(2) TIE -RODS <br />SEE REVERSE <br />KICKER SIZE <br />PIPE SIZE <br />FITTING <br />CU YARD CONCRETE <br />6" <br />45' <br />1.0 <br />CU <br />YARD <br />8" <br />45' <br />1.8 <br />CU <br />YARD <br />6" <br />90' <br />1.5 <br />CU <br />YARD <br />12" <br />45' <br />3.2 <br />CU <br />YARD <br />(2) TIE -RODS <br />SEE REVERSE <br />KICKER SIZE <br />NOTES: <br />1. ELLS AND TEES MAY BE ROLLED TO ALIGN PIPE OR AVOID CONFLICTS WHEN NEEDED. ALL ROLLED <br />FITTINGS SHALL BE RESTRAINED AT THE FITTINGS AND WITH REVERSE KICKERS. <br />2. 12" DIAMETER FITTINGS AND 8" DIAMETER FITTINGS MAY NOT BE ROLLED AT AN ANGLE GREATER THAN <br />45' FROM HORIZONTAL UNLESS OTHERWISE DIRECTED IN THE PLANS. <br />3. TWO TIE RODS SHALL BE USED TO SECURE REVERSE KICKER TO FITTINGS. TIE RODS SHALL BE #4 <br />GRADE 40 DEFORMED BARS CONFORMING TO ASTM A615. <br />REVERSE KICKER DETAIL <br />REMOVE <br />EXISTING ELL <br />N.T.S. <br />10 <br />CAP AND ABANDON <br />EXISTING MAIN <br />REMOVE <br />EXISTING CROSS <br />CAP AND ABANDON <br />EXISTING MAIN <br />TIE-IN DETAIL "A" <br />N.T.S. <br />1. EXISTING MAIN, 12" AC PIPE <br />2. 1 - 12" SOLID SLEEVE MJ, 10" SLEEVE <br />3. 3 - 12" ACRB x DI FLEX COUPLING <br />4. 35' - 12" DUCTILE IRON PIPE <br />5. 2 - 12" TEE PO w/ 3-12" RINGS <br />6. 1 - 12" GATE VALVE w/ 2-12" RINGS <br />CAP AND ABANDON <br />EXISTING MAIN <br />TIE-IN DETAIL "E" <br />N.T.S. <br />12" x 6" TEI <br />,P AND ABANDON <br />ISTING PIPE <br />TIE-IN DETAIL "B" <br />N.T.S. <br />1. EXISTING MAIN, 6" AC PIPE <br />2. 1 - 6" SOLID SLEEVE MJ, 10" SLEEVE <br />3. 1 - 6" ACRB x DI FLEX COUPLING <br />4. 15' - 6" DUCTILE IRON PIPE <br />5. 2 - 6" ELL 45' PO w/ 2-6" RINGS <br />ENGINEERING <br />DEPARTMENT <br />REVISIONS: <br />PLAT SHEET NO.: <br />26-30 26-31 <br />27-30 27-31 <br />SCALE: <br />NO SCALE <br />DRAWN BY: <br />E. JACOBSEN <br />DESIGNED BY: <br />L. VILLANUEVA <br />TECH REVIEW: DATE <br />CHECKED BY: DATE: <br />APPROVED BY: DATE: <br />nsTa: QiIT. <br />OIBTIO MON❑ <br />YAP <br />1. <br />PIAT <br />8BS8T <br />❑ <br />SYSTEI[ <br />ec®rsTlc <br />El <br />STATION <br />SCNS uc <br />❑ <br />PLAT SHEET NO.: <br />26-30 26-31 <br />27-30 27-31 <br />SCALE: <br />NO SCALE <br />DRAWN BY: <br />E. JACOBSEN <br />DESIGNED BY: <br />L. VILLANUEVA <br />TECH REVIEW: DATE <br />CHECKED BY: DATE: <br />APPROVED BY: DATE: <br />TIE-IN DETAIL "G" <br />N.T.S. <br />1. EXISTING MAIN, 6" AC PIPE <br />2. 1 - 6" SOLID SLEEVE MJ, 10" SLEEVE <br />3. 1 - 6" ACRB x DI FLEX COUPLING <br />4. 10' - 6" DUCTILE IRON PIPE <br />5. 1 - 6" ELL 45' PO w/ 2-6" RINGS <br />REMOVE <br />EXISTING ELL <br />TIE-IN DETAIL "H" <br />N.T.S. <br />1. EXISTING MAIN, 6" DI PIPE <br />2. 1 - 6" SOLID SLEEVE MJ, 10" SLEEVE <br />3. 5' - 6" DUCTILE IRON PIPE <br />4. 1 - 12" X 6" REDUCER PO w/ 1-12" RING AND 1-6" RING <br />5. 1 - 12" SOLID SLEEVE MJ, 10" SLEEVE <br />6. 10' - 12" DUCTILE IRON PIPE <br />TIE-IN DETAIL "T" <br />N.T.S. <br />3 CAP AND ABANDON <br />EXISTING PIPE <br />2 <br />TIE-IN DETAIL "J" <br />N.T.S. <br />1. EXISTING MAIN, 4" DI PIPE 1. EXISTING MAIN, 6" PIPE <br />2. 2 - 4" SOLID SLEEVE MJ, 10" SLEEVE 2. 2 - 6" SOLID SLEEVE MJ, 10" SLEEVE <br />3. 10' - 4" DUCTILE IRON PIPE 3. 15' - 6" DUCTILE IRON PIPE <br />4. 2 - 4" ELL 45' PO w/ 2-4" RINGS 4. 2 - 6" ELL 45' PO w/ 2-6" RINGS <br />a <br />E- <br />E - <br />DISTRICT: F <br />DISTRICT: <br />STOCKTON <br />DATE: <br />04/05/22 <br />PROJECT ID.: <br />00124711 <br />DRAWING NO.: <br />STK-9191 R1 <br />SHT 10 OF 11 <br />1. <br />EXISTING MAIN, 8" AC PIPE <br />2. <br />1 - <br />6" SOLID SLEEVE MJ, 10" SLEEVE <br />W <br />TIE-IN DETAIL "F" <br />Z <br />„ <br />TIE-IN DETAIL D„ <br />3. <br />1 - <br />6" ACRB x DI FLEX COUPLING <br />N.T.S. <br />I�� <br />TIE-IN DETAIL "C" <br />4. <br />5' <br />- 8" DUCTILE IRON PIPE <br />W <br />I <br />N.T.S. <br />1. <br />EXISTING <br />MAIN, 6" AC PIPE <br />K <br />N.T.S. <br />5. <br />15' <br />- 6" DUCTILE IRON PIPE <br />1. EXISTING MAIN, 6' AC PIPE <br />2. <br />2 - <br />6" SOLID SLEEVE MJ, 10" SLEEVE <br />EXISTING MAIN, 6' AC PIPE <br />6. <br />1 - <br />8" x 6" REDUCER PO w/ 1-8' RING AND 1-6' RING <br />U) <br />2. 1 - 6" SOLID SLEEVE MJ, 10" SLEEVE <br />2. <br />3. <br />2 - <br />6" ACRB x DI FLEX COUPLING <br />W <br />O <br />2. 1 - 6" SOLID SLEEVE MJ, 10" SLEEVE <br />7. <br />2 - <br />6" ELL 45' PO w/ 2-6" RINGS <br />aj <br />E -I <br />E -I <br />3. 1 - 6" ACRB x DI FLEX COUPLING <br />4. <br />20' <br />- 6" DUCTILE IRON PIPE <br />W <br />W <br />3. 1 - 6' ACRE x DI FLEX COUPLING <br />Q <br />a <br />F -I <br />4. 10' - 6" DUCTILE IRON PIPE <br />5. <br />1 - <br />6" CROSS PO w/ 4-6" RINGS <br />W <br />4. 10' - 6" DUCTILE IRON PIPE <br />W <br />E <br />'S <br />cn <br />W <br />� <br />w <br />� <br />� <br />a <br />w <br />a <br />z <br />� <br />� <br />w <br />6" <br />x 4" <br />TEE <br />1 <br />1 <br />� <br />Q <br />CAP AND ABANDON <br />6" GATE <br />VALVE <br />2 <br />W <br />0 <br />EXISTING MAIN <br />• <br />Z <br />Q <br />Q I <br />00 CAP AND ABANDON <br />3 <br />IVY <br />3 <br />2 <br />EXISTING PIPE <br />QI <br />. <br />WQ <br />_ v 4 <br />A <br />TIE-IN DETAIL "G" <br />N.T.S. <br />1. EXISTING MAIN, 6" AC PIPE <br />2. 1 - 6" SOLID SLEEVE MJ, 10" SLEEVE <br />3. 1 - 6" ACRB x DI FLEX COUPLING <br />4. 10' - 6" DUCTILE IRON PIPE <br />5. 1 - 6" ELL 45' PO w/ 2-6" RINGS <br />REMOVE <br />EXISTING ELL <br />TIE-IN DETAIL "H" <br />N.T.S. <br />1. EXISTING MAIN, 6" DI PIPE <br />2. 1 - 6" SOLID SLEEVE MJ, 10" SLEEVE <br />3. 5' - 6" DUCTILE IRON PIPE <br />4. 1 - 12" X 6" REDUCER PO w/ 1-12" RING AND 1-6" RING <br />5. 1 - 12" SOLID SLEEVE MJ, 10" SLEEVE <br />6. 10' - 12" DUCTILE IRON PIPE <br />TIE-IN DETAIL "T" <br />N.T.S. <br />3 CAP AND ABANDON <br />EXISTING PIPE <br />2 <br />TIE-IN DETAIL "J" <br />N.T.S. <br />1. EXISTING MAIN, 4" DI PIPE 1. EXISTING MAIN, 6" PIPE <br />2. 2 - 4" SOLID SLEEVE MJ, 10" SLEEVE 2. 2 - 6" SOLID SLEEVE MJ, 10" SLEEVE <br />3. 10' - 4" DUCTILE IRON PIPE 3. 15' - 6" DUCTILE IRON PIPE <br />4. 2 - 4" ELL 45' PO w/ 2-4" RINGS 4. 2 - 6" ELL 45' PO w/ 2-6" RINGS <br />a <br />E- <br />E - <br />DISTRICT: F <br />DISTRICT: <br />STOCKTON <br />DATE: <br />04/05/22 <br />PROJECT ID.: <br />00124711 <br />DRAWING NO.: <br />STK-9191 R1 <br />SHT 10 OF 11 <br />