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ENGINEERING <br />CUT AND CAP j <br />EX. 6" AC PIPE <br />2 <br />11 %j 2 CUT AND CAP 1 <br />1 EX. 6" AC PIPE <br />2 <br />7 <br />5 vv v 3 <br />2 3 4 <br />Ei 5 4 5 THRUST BLOCK PER LATEST <br />REVISION of cw-435 DEPARTMENT <br />3 ® 4 REVISIONS: <br />9 ` 3 <br />5 <br />i o vvi <br />4 TIE-IN DETAIL A s s 2 <br />3 N.T.S. 6 <br />THRUST BLOCK PER LATEST <br />STY <br />1. EXISTING MAIN, 12" AC PIPE REVISION OF CW -435 j <br />2. 2 - 12" ACRB x DI FLEX COUPLING 3 �� �� �� �� n�Ts: Nar. <br />2 TIE-IN DETAIL B TIE-IN DETAIL C <br />` TIE-IN DETAIL "D" � '°"❑ <br />3. 10' - 12" DUCTILE IRON PIPE N.T.S. N.T.S. <br />/ 1 N.T.S. MET ❑ <br />4. 1 - 12" x 4" TEE PO w/ 2-12" RINGS & 1-4" RING 1. EXISTING MAIN, 8" AC PIPE" SLEEVE EXISTING MAIN, 4" STL PIPE xyy,.g <br />'` '`A" 1. EXISTING MAIN, 8" CAST IRON PIPE scMWnc ❑ <br />5. 5' - 4" DUCTILE IRON PIPE 2. 1 - 8" ACRB x DI FLEX COUPLING 2. 1- 4" FLEX COUPLING, 4.5" OD x 4" DI STATION ❑ <br />2. 2 - 8" SOLID SLEEVE MJ, (10" SLEEVE) scagysnc <br />6. 1 - 4" FLEX COUPLING, 4.5" OD x 4" DI 3. B" DUCTILE IRON PIPE (CUT -TO -FIT) 3. 4" DUCTILE IRON PIPE (CUT -TO -FIT) <br />3. 8" - DUCTILE IRON PIPE (CUT -TO -FIT) PLAT SHEET NO.: <br />7. 1 - 12" x 8" TEE PO w/ 2-12" RINGS & 1-8" RING 4. 1 - 8" GATE VALVE PO 4. 1 - 8" x 4" TEE PO, w/ 2-8" RINGS AND 1-4" RING <br />4. 1 - 8" GATE VALVE PO w/2-8" RINGS STK 29-25, 29-2E <br />8. 1 - 8" SOLID SLEEVE, MJ (10" SLEEVE) 5. 1 - S" 45' ELBOW PO 5. 10' - 8" DUCTILE IRON PIPE <br />5. 1 - 8" TEE PO, w/ 3-8" RINGS SCALE: <br />9. 5' - 8" DUCTILE IRON PIPE 6. 1 - 8" SOLID SLEEVE, MJ (10" SLEEVE) 6. 2 - 8" SOLID SLEEVE, MJ (10" SLEEVE) N/A <br />10. EXISTING MAIN, 4" AC PIPE <br />DRAWN BY: <br />11. 1 - 12" GATE VALVE PO w/2-12" RINGS THU PHAM <br />DESIGNED BY: <br />L. VILLANUEVA <br />TECH REVIEW: . <br />i <br />\, CHECKED BY: DATE: <br />2 <br />CUT AND CAP <br />EX. 12" AC PIPE 1 11/28. <br />4 APPROVED BY: DATE: <br />6 ' REMOVE EXISTING 8" TEE V ` <br />TO (N) 6" <br />FIRE HYDRANT <br />3 � � �1.� l g Q�OFESS/0 <br />THRUST BLOCK PER LATEST CUT AND CAP _✓ O <br />` 4 REVISION OF CW -435 1 EX. 8" AC PIPE I. 4 CUT AND CAP / i F, �P�pY ROw���l� <br />1 2 3 i, EX. 12" Cl PIPE <br />No. C74078 <br />v ' 3 5 <br />3 EXP. 06-30-23 <br />�r <br />3 - 5 3 2 TIE-IN DETAIL 7877OFicn��F°`���* <br />2 N.T.S. <br />4 1. EXISTING MAIN, 12" CAST IRON PIPE <br />�� 2. 1 - 12" SOLID SLEEVE, MJ 10" SLEEVE rW <br />A7 .A .�A� <br />5 TIE-IN DETAIL "F99 3. 12" - DUCTILE IRON PIPE <br />N.T.S. <br />1. EXISTING MAIN, 8" AC PIPE <br />TIE-IN DETAIL "E" z <br />N.T.S. 2. 1 - 8" ACRB x DI FLEX COUPLING TIE-IN DETAIL 99G99 TIE-IN DETAIL 99H99 <br />i <br />1. EXISTING MAIN, 12" AC PIPE3. 5' - 8" DUCTILE IRON PIPE N.T.S. N.T.S. x <br />1. EXISTING MAIN, 8" AC PIPE 1. EXISTING MAIN, 12" AC PIPE <br />2. 2 - 12" ACRB x DI FLEX COUPLING 4. 1 - 8" SOLID SLEEVE, MJ (10" SLEEVE) <br />2. 1 - 8" ACRB x DI FLEX COUPLING 2. 1 - 12" ACRB x DI FLEX COUPLING 1 <br />3. 12" - DUCTILE IRON PIPE (CUT -TO -FIT) 5. 8' DUCTILE IRON PIPE <br />3. 8° DUCTILE IRON PIPE (CUT -TO -FIT) <br />4. 1 - 12" GATE VALVE PO w/2-12° RINGS 3. 12" DUCTILE IRON PIPE (CUT -TO -FIT) <br />4. 1 - 8" 45' ELBOW, PO 4. 1 - 12" 45' ELBOW, PO <br />5. 1 - 12" x 6" TEE PO, w/ 2-12" RINGS - 1-6" RING <br />5. 1 - 8" SOLID SLEEVE, MJ (10" SLEEVE) 5. 1 - 12" SOLID SLEEVE, MJ 10" SLEEVE 2 <br />6. 6" DUCTILE IRON PIPE ( ) <br />3 � a <br />THRUST PER LATOEST /�A 2 <br />REVISION OF 5 <br />CW- <br />EVIICW-5 <br />435 �� `v��� <br />U W <br />IMPORT BACKFILL REQUIRED WHEN GOVERNING \ ~ <br />PAVEMENT & <br />AGENCY'S COMPACTION REQUIREMENTS CANNOT RED) CK <br />w W <br />BE MET WITH NATIVE BACKFILL (WHERE REQUIRED) <br />1--1 <br />FINISHED GRADE EX. ASPHALT PAVING <br />45' ELL PO W/ DUCTILE <br />PVCGC900 PIPE <br />PIPE CUT AND CAP <br />RESTRAINT GASKETS 4 <br />// - (F/DI PIPE) OR MJ EX. 8" Cl PIPE <br />PLACE LINE GUARD TAPE �°°° ° °° /\ W MEGALUG DUCTILE IRON PIPE 90° ELL PO W RESTRAINT <br />MARKED "WATER"' \// ° ^ ° °' ° • �\ 2 (F/PVC R DI PIPE) OR PVC C900 PIPE <br />GASKETS (FEDI PIPE) OR <br />MJ W� MEGALUG (F�PVC , <br />(FOR ALL PIPE) A �\ MAX 4' MIN. <br />SAND ENVELOPE j <br />UNLESS OR of PIPE) <br />TIE-IN DETAIL „J" s <br />< /� OTHERWISE <br />TRACER WIRE NOTED (2) TIE -RODS <br />V/ N.T.S. THRUST BLOCK PER LATEST w <br />/\ <br />(2) TIE -RODS REVISION OF CW -435 <br />(FOR ALL PIPE) <br />12" SEE REVERSE 1. EXISTING MAIN, 8" AC PIPE O <br />POLYETHYLENE ENCASEMENT, 8MIL SEE REVERSE KICKER SIZE <br />(FOR DUCTILE IRON PIPE) \ KICKER SIZE 2. 2 - 8"' ACRB x DI FLEX COUPLING <br />� TRUST BLOCK PER W <br />LATEST REVISION OF <br />DWG #CW -435 <br />PVC C-900 PIPE OR ���� v 66" <br />DUCTILE IRON PIPE <br />6" BOTH <br />SIDES <br />PIPE SIZE <br />FITTING <br />CIL 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 />3. 8" DUCTILE IRON PIPE (CUT -TO -FIT) �l <br />4. 2 - 8" TEE PO w/3-8" RINGS ��� E- <br />5. EXISTING MAIN, 8" AC PIPE ���� 6 DISTRICT: <br />6. 1 - 8" GATE VALVE PO '\ STOCKTON <br />NOTES: <br />3 <br />1. ELLS AND TEES MAY BE ROLLED TO ALIGN PIPE OR AVOID CONFLICTS WHEN NEEDED. ALL ROLLED <br />NOTE: FITTINGS SHALL BE RESTRAINED AT THE FITTINGS AND WITH REVERSE KICKERS. <br />7. EXISTING MAIN, 8" Cl PIPE <br />1. ALL EXCESS SPOIL IN TRACT IS TO REMAIN TRENCHSIDE 2. 12" DIAMETER FITTINGS AND 8" DIAMETER FITTINGS MAY NOT BE ROLLED AT AN ANGLE GREATER THAN <br />AND ALL EXCESS SPOIL OFF TRACT IS TO BE REMOVED. 45' FROM HORIZONTAL UNLESS OTHERWISE DIRECTED IN THE PLANS. <br />2. ALL VALVE CASINGS AND COVERS SHALL BE RAISED TO FINISHED 3. TWO TIE RODS SHALL BE USED TO SECURE REVERSE KICKER TO FITTINGS. TIE RODS SHALL BE #4 <br />GRADE AFTER PERMANENT PAVEMENT HAS BEEN PLACED. GRADE 40 DEFORMED BARS CONFORMING TO ASTM A615. <br />REVERSE KICKER DETAIL <br />DD TRENCH CROSS SECTION N.T.S. <br />S. 2 - 8" SOLID SLEEVE, MJ (10" SLEEVE) � <br />�\ <br />V� <br />�\ <br />�� <br />B <br />�Ar�V` <br />DATE: <br />11/28/2022 <br />PROJECT ID.: <br />00124704 <br />DRAWING No.: <br />1.3-1 N.T.S. <br />q <br />STK-9237 R1 <br />SHT 10 OF 11 <br />22 <br />