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HomeMy WebLinkAbout3540-17REPLACE A.C. PAVEMENT SECTION (EXISTING THICKNESS + 1") TRENCH GRIND AND CAP 2' MIN. A.C. REPLACEMENT TO BE FLUSH DEEP AND 12" MIN. WIDER THAN W/ EXIST. PAV'T PRIOR TO GRINDING EXCAVATION ON ALL SIDES. (TYP") 2" GRINDING AND FINAL PAVING EXISTING PAVEMENT — CAP BEYOND TRENCH (MIX A.C. REPLACEMENT (EXIST. DESIGN PER COUNTY OR CITY THICKNESS (") + 1", 6" MIN.)." REQUIREMENTS). 12" WIDER THAN EXCAVATION 12 MIN. TRENCHWIDTH 12 MIN. EACH SIDE WHERE EX. A.C. W CUT THICKNESS IS GREATER 1— THAN 4". (SEE NOTE 4 EXISTING A.C. PAVEMENT BELOW). -�- n oop000000000 opo°00000°o° MIN.°gog°g°o°g°o g°g°g°o°° °. EXIST. A.B. A.B. REPLACEMENT °e°o°o°°oo° oso°opovo +(EXIST. THICKNESS(") REPLACE WITH CLASS 2 1 "MIN. AGGREGATE BASE IN FI KIND WHERE EXISTING. IMPORTED SAND BACK MIN. 959: RELATIVE COMPACTED NATIVE OR COMPACTION �J?'`- ' IMPORTED BACK FILLTO •#:s • y '' „.• BE BROUGHT UP IN LIFTS; PROPOSED PIPELINE{. z EACH LIFT COMPACTED 909 NOTES: ;' 0 RELATIVE COMPACTION. 1. BEDDING SHALL BE PER THE W 95% COMPACTION REQUIRED SPECIFICATIONS. .�" '{ IL FOR STREET ZONE (30 `d r: '. ; `� • n ZONE BELOW A.B. BASE) 2. EXCAVATE AND PROVIDE SHORING24 AND BACK FILL AS REQUIRED PER --�— THE SPECS & CAL -OSHA. 6" MIN. �- 6' MIN. 3. TRENCHES WITHIN THE PUBLIC' MAX. 8 MAX. PIPE O.D. 8 ACCESS AREA SHALL BE FIRMLY COVERED W/ NON-SKID STEEL PLATES PRIOR TO COMPLETION OF PAVEMENT. 4, WHERE A.C. PAVEMENT EXISTS, THE PAVEMENT SHALL REPAIRED AS SHOWN. A.C. MIX DESIGN SHALL CONFORM TO THE COUNTY OR CITY REQUIREMENTS). TYP.ICAL BEDDING AND PAVEMENT REPLACEMENT ri'*� NOT TO SCALE IN UNPAVED AREAS TOP OF METER BOX SHALL BE RAISED TO MINIMUM 6" ABOVE GROUND LEVEL ADDITIONAL " SPIRAL -WIRE OR REINFORCEMENT 1 " 2GROUT IN FIELD WIRE -FABRIC REINFORCEMENT OUTSIDE WELD CHIP MORTAR LINING WELD IN FIELD \ AS REQUIRED FOR CEMENT MORTAR _ INSIDE WELD LINING7A STEEL C»YUNDER 16 CEMENT -MORTAR COATING J/4" FOR PIPE SIZES SMALLER THAN 24" INSIDE WELD a' FOR PIPE SIZES 24" AND LARGER ,, " WELD IN FIELD FOR PIPE - 1/16w. 30 0 AND GREATER a t CEMENT -MORTAR PLACED IN FIELD AND NOTED OTHERWISE SEE NOTE 4 BELOW NOTES: 1. ALL WELDED JOINTS SHALL BE SINGLE -WELDED UNLESS OTHERWISE CALLED FOR ON THE PLANS OR AS NOTED BELOW. FOR SINGLE - WELDED JOINTS, THE PIPE CAN BE WELDED OUTSIDE OR INSIDE (IF FEASIBLE) AT THE CONTRACTOR'S OPTION. 2. CONTRACTOR SHALL DOUBLE -WELD THE JOINTS FOR ALL PIPELINES 30" AND LARGER IN DIAMETER IN THE FIRST ONE-HALF OF THE WELDED LENGTH CALLED FOR ON THE PLANS. WELDED JOINTS REQUIRED DUE TO VERTICAL SLOPES SHALL BE DOUBLE -WELDED FOR THE EN11RE LENGTH CALLED FOR ON THE PLANS. 3. MEN WELDED JOINTS ARE CALLED FOR ON THE PLANS, THE CONTRACTOR MAY EITHER USE THE WELDED CARNEGIE JOINT OR THE LAP -WELDED SUP JOINT. 4. A RUBBER BALL SHALL BE USED TO PULL AND RUB SMOOTH THE CEMENT MORTAR APPLIED AT INTERNAL JOINTS. NOTES: 1. ALL STEEL PIPE TO BE CEMENT MORTAR LINED & COATED PER SPECS. ALL DUCTILE PIPE & FITTINGS TO CLASS 350, CEMENT MORTAR LINED, BITUMINOUS COATED WRAPPED WITH 8 -MIL P.E. LINER ALL IN ACCORDANCE WITH AWWA STANDARDS. BLOWOFFASSEMBLY N.T.S. CL to od DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 1As TOP MARKED ' IEUA" NOT TO SCALE „d L 66" 4!,C1zW GROUND OR PAVEMENT I" If VALVE BOX NO: SBF 1208 NO READING LID. NOTES 14 THRUST BLOCK BEARING AREA 4.6' L 1. THE CONTRACTOR SHALL BE RESPONSIBLE x 2.5' H EACH. FOR RAISING VALVE BOXES TO GRADE 15 PROVIDE BOLT AND FLANGE AFTER FINISHING PAVING OR GRADE. - INSULATING KIT 16 D.I. TEE (FLANGED) W/ 6' 2. 0 RB CALL VALVE LOE( WHERE S R� IS S. n LL ELEC (OR SUITABLE SIZE) OUTLET 17 2 1/2" BRASS NIPPLE AND 2 1/2" BALL VALVE, IP THREAD 18 24' MANHOLE WITH CONC. RINGS & COVER 5 PER IRWD STD. DWG. S-1, WITH I.D. MARK. < UNDISTURBED SM CL 3250 CONC. ENCASEMENT PIPE 2" IN. (TYP.) TRENCH BACKFILL SEE /`1 14 0 18" C.C. .8 - 14 D 36" PIPE CONC. ENCASEMENT N.T.S. ' Designed T.O. 6/201/03 8 Drawn L.E.G. 6/20/03 1 9.18.03 T.O. DELETED CASE 1 IN DETAIL 8, REVD DIMENS. IN DETAIL 5 & NOTE 2, ADDED DETAIL 9 & NOTE 1 Checked T.O. 6Z20/03 REV. DATE BY DESCRIPTION Date SCALE MATERIALS J 17 Q MAIN STEEL PIPE W/ 6" FLANGED STEEL OUTLET. 11 Q 6' 90' D.I. BEND, FLG. x FLG. (OR REDUCING BEND) 18 Q 6"x AS REQ'D D.I. PIPE SPOOL to ® 6' RW GATE VALVE, FLG.x FLG. ONE-HALF 1" Q VALVE AND VALVE BOX INSTALLATION 6" OF 3/4' ® 6'x AS REQ'D FLG.x PE D.I. PIPE CRUSHED ROCK '• ' ON HANDHOLE 6' D.I. FLANGE COUPLING ADAPTER TVP. • '� Q 8'x 6" D.I. TEE 10 MAILING ADDRESS 8" D.I. BUND FLANGE I 10 8'x AS REQ'D D.I. PIPE a 11 8" BUND FLANGE W/4" TAP 8 12 2 1/2' BRASS NIPPLE, I.P. THREAD X C R.W. GATE VALVE W/ FLG. ENDS & FH THREAD, NTH PROTECTIVE CAP 14 TJ -31 METER BOX WITH CONC. COVER AND NOTES: 1. ALL STEEL PIPE TO BE CEMENT MORTAR LINED & COATED PER SPECS. ALL DUCTILE PIPE & FITTINGS TO CLASS 350, CEMENT MORTAR LINED, BITUMINOUS COATED WRAPPED WITH 8 -MIL P.E. LINER ALL IN ACCORDANCE WITH AWWA STANDARDS. BLOWOFFASSEMBLY N.T.S. CL to od DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 1As TOP MARKED ' IEUA" NOT TO SCALE „d L 66" 4!,C1zW GROUND OR PAVEMENT I" If VALVE BOX NO: SBF 1208 NO READING LID. NOTES 14 THRUST BLOCK BEARING AREA 4.6' L 1. THE CONTRACTOR SHALL BE RESPONSIBLE x 2.5' H EACH. FOR RAISING VALVE BOXES TO GRADE 15 PROVIDE BOLT AND FLANGE AFTER FINISHING PAVING OR GRADE. - INSULATING KIT 16 D.I. TEE (FLANGED) W/ 6' 2. 0 RB CALL VALVE LOE( WHERE S R� IS S. n LL ELEC (OR SUITABLE SIZE) OUTLET 17 2 1/2" BRASS NIPPLE AND 2 1/2" BALL VALVE, IP THREAD 18 24' MANHOLE WITH CONC. RINGS & COVER 5 PER IRWD STD. DWG. S-1, WITH I.D. MARK. < UNDISTURBED SM CL 3250 CONC. ENCASEMENT PIPE 2" IN. (TYP.) TRENCH BACKFILL SEE /`1 14 0 18" C.C. .8 - 14 D 36" PIPE CONC. ENCASEMENT N.T.S. ' Designed T.O. 6/201/03 8 Drawn L.E.G. 6/20/03 1 9.18.03 T.O. DELETED CASE 1 IN DETAIL 8, REVD DIMENS. IN DETAIL 5 & NOTE 2, ADDED DETAIL 9 & NOTE 1 Checked T.O. 6Z20/03 REV. DATE BY DESCRIPTION Date 8" PVC RISER NOT TO SCALE 14 REBAR (4 REQ'D) CLASS 'A' CONCRETE VALVE SUPPORT PROVIDED FOR ALL VALVES. SUPPORT SHALL BE 12'x12"x24" 2' 10" MIN. - 15" MAX. FOR CONCRETE TYP.. 2"x4"x12 GA. W.W.M. CYLINDER PIPE TACK TACK WELD TO BUTT -STRAP - 1/1 " WELD REINFORCING FIELD APPLIED ROD TO CYLINDER CEMENT MORTAR PLATE SAME THICKNESS AS CHIP CONCRETE STEEL SHELL AS REQUIRED FOR WELDING (TYP..) 4't 6" MIN. - 14" MAX. SEE NOTE 3 NOTES: 1. COATING SHOWN IS FOR CML&C STEEL PIPE. COATING SHALL MATCH TRANSMISSION MAIN COATING. 2. HAND HOLES REQUIRED AT BUTT -STRAP JOINT PER DETAIL(2) 3. WHEN TYING -IN TO AN EXISTING PIPE, EXTRA LENGTH OF NEW PIPE SHALL BE PROVIDED FOR FIELD CUT TO SUIT. NOTES 1 • ALL. APPURTENANCES TO BE SUITABLE FOR WORKING PRESSURE 200 PSI MINIMUM. 2• REMOVE ALL TEMPORARY 1" HALF COUPLING BALL VALVE PIPING & VALVES & REPLACE AND COMBINED AIR/VAC. VALVE WITH THREADED PLUGS W/NIPPLES AT HIGH END OF PIPELINE. PRIOR TO TRENCH BACKFILLING. 1 1/2" HALF COUPLING TEMPORARY STEEL BULKHEAD T= 3/16- 3* BALL VALVE WITH HALF COUPLING, QUICK COUPLING AND NIPPLES AT LOWER END OF MAINLINE HANDHOLE (TYP-) -7 CEMENT MORTAR LINED & COATED STEEL PIPE. HANDHOLE SECTION DETAIL SCALE i FIELD APPLIED CEMENT MORTAR . .. 2'x4"x12 GA. W.W.M. TACK CPLG. ENTIRE2" AS SHOWN WELD TO BUTT -STRAP i o: POUR CONCRETE 5" THREADED STEEL BEFORE PAVING � :.¢► COUPLING & PLUG GALV. 1/4" THICK STEEL VENTED COVER, ONE-HALF 1" ' �+ (PROVIDE TWO HAND- z Bar Scats shown below is one HOLES AS SHOWN � 2" ;-: '• ' ON HANDHOLE I� No . I&MAGEMENT , pwatsp 8" PVC RISER NOT TO SCALE 14 REBAR (4 REQ'D) CLASS 'A' CONCRETE VALVE SUPPORT PROVIDED FOR ALL VALVES. SUPPORT SHALL BE 12'x12"x24" 2' 10" MIN. - 15" MAX. FOR CONCRETE TYP.. 2"x4"x12 GA. W.W.M. CYLINDER PIPE TACK TACK WELD TO BUTT -STRAP - 1/1 " WELD REINFORCING FIELD APPLIED ROD TO CYLINDER CEMENT MORTAR PLATE SAME THICKNESS AS CHIP CONCRETE STEEL SHELL AS REQUIRED FOR WELDING (TYP..) 4't 6" MIN. - 14" MAX. SEE NOTE 3 NOTES: 1. COATING SHOWN IS FOR CML&C STEEL PIPE. COATING SHALL MATCH TRANSMISSION MAIN COATING. 2. HAND HOLES REQUIRED AT BUTT -STRAP JOINT PER DETAIL(2) 3. WHEN TYING -IN TO AN EXISTING PIPE, EXTRA LENGTH OF NEW PIPE SHALL BE PROVIDED FOR FIELD CUT TO SUIT. NOTES 1 • ALL. APPURTENANCES TO BE SUITABLE FOR WORKING PRESSURE 200 PSI MINIMUM. 2• REMOVE ALL TEMPORARY 1" HALF COUPLING BALL VALVE PIPING & VALVES & REPLACE AND COMBINED AIR/VAC. VALVE WITH THREADED PLUGS W/NIPPLES AT HIGH END OF PIPELINE. PRIOR TO TRENCH BACKFILLING. 1 1/2" HALF COUPLING TEMPORARY STEEL BULKHEAD T= 3/16- 3* BALL VALVE WITH HALF COUPLING, QUICK COUPLING AND NIPPLES AT LOWER END OF MAINLINE HANDHOLE (TYP-) -7 CEMENT MORTAR LINED & COATED STEEL PIPE. HANDHOLE SECTION DETAIL OPTIONAL WNEI D (TYP. (ON 24' DIA. AND SMALLER) TYP.ICAL HANDHOLE (2 REQUIRED EACH BUTT -STRAP FOR PIPE 24" I.D. AND SMALLER) Rik i A 10 Kilk NEW NOT TO SCALE SCALE i FIELD APPLIED CEMENT MORTAR WELD PLUG TO 2'x4"x12 GA. W.W.M. TACK CPLG. ENTIRE2" AS SHOWN WELD TO BUTT -STRAP i LENGTH MIN. 5" THREADED STEEL TMP- 1/16' :.¢► COUPLING & PLUG GALV. 1/4" THICK STEEL VENTED COVER, ONE-HALF 1" ' �+ (PROVIDE TWO HAND- o o n s u n g engineers Bar Scats shown below is one HOLES AS SHOWN MIN. 2" ;-: '• ' ON HANDHOLE I� No . I&MAGEMENT , pwatsp TVP. • '� .9 SECTION DETAIL) 2 3316 &S. ANCHOR C%A MAILING ADDRESS FLG. CONNECTION, SEE NOTES 2 & 3 BOTT. s i E a $ D.LP. SPOOL AS REQ'D. OPTIONAL WNEI D (TYP. (ON 24' DIA. AND SMALLER) TYP.ICAL HANDHOLE (2 REQUIRED EACH BUTT -STRAP FOR PIPE 24" I.D. AND SMALLER) Rik i A 10 Kilk NEW NOT TO SCALE NOTES: �1 LPJ- 1. REFER TO SPECS FOR MORE DETAILS. 2. THE STEEL COVER SHALL BE FURNISHED W/ AT LEAST 20 OF 1" DIA. PERFORATIONS IN THE UPPER SIDE SECTION. PAINT STEEL COVER & AIR RELEASE VALVE W/ I COAT OF PRIMER & 2 COATS OF FINISH PAINT PER SPECS SECTION 09910. 3. ACCEPTABLE PRODUCT PER SPECS. 4. FOR AIR & VACUUM VALVE WITH SIZE GREATER THAN 4' CALLED OUT ON THE PLANS. THE AIR & VACUUM VALVE, PIPE, FITTINGS, ISOLATION VALVES AND APPURTENANCES SHALL BE FURNISHED AND INSTALLED VNTH THE PLAN CALLED OUT IN LIEU OF 4'. VALVE ASSEMBLY LOCATION PLANS: Q 1• ALL AIR AND VACUUM VALVES, CATHODIC PROTECTION TEST STATIONS (CPTS) AND BLOW -OFF OUTLET SHALL BE INSTALLED IN THE STREET RIGHT-OF-WAY BETWEEN THE FUTURE SIDEWALK AND STREET CURB, OR BEHIND THE FUTURE SIDEWALK IF THE SIDEWALK IS ATTACHED TO THE STREET CURB, OR AS REQUIRED BY THE CITY OR COUNTY'S REPRESENTATIVES, REGARDLESS THE LOCATIONS OF THE APPURTENANCES SHOWN ON THE PLANS. PREPARED BY: SCALE ITEM MATERIALS Tettemer & Associates AS SHOWN NO PROVIDE 4 ®'— l t i a GALV. 1/4" THICK STEEL VENTED COVER, ONE-HALF 1" 1 o o n s u n g engineers Bar Scats shown below is one DMiETER & HEIGHT AS REQUIRED. DIA, WEEP 10 1 Y i X I� No . I&MAGEMENT , pwatsp ' AIR & VACUUM RELIEF VALVE W/ 4FLG. HOLES ® 2 3316 &S. ANCHOR C%A MAILING ADDRESS FLG. CONNECTION, SEE NOTES 2 & 3 BOTT. =i E a $ D.LP. SPOOL AS REQ'D. 0" 1. 3 AT 9 ® C R.W. GATE VALVE W/ FLG. ENDS & 4 STAWLESS STEEL NUr []5 BAND WHEEL C FLANGE INSULATION KIT PER SPECS. CLASS "B" © CONCRETE COLD JOINT STRIP CONC. PAD & SUPPOR7 11 7 417 W D.I. BEND W/ FLANGE ENDS. • 4..' N(FOR STEEL FORCE MAIN) ®. 4� R.W. GATE VALVE W/ FLANGE ENDS OPERATING NUT do VALVE BOX. _ 0 11' CML & C STEEL OUTLET W/ FLANGE Z END WELDED TO STEEL FORCE MAIN. 4' GALV. CLOSE NIPPLE & RETURN . 6 BACK OF SIDEWALK BEND = `'16 SLOPE UPWARDS ® 1l 4' D.I.P. SPOOL W/ FLANGE JOINTS. n M 1/4! PER 127 TOWARD C D.I. TAPPING SADDLE TO D.I. FORCE MAIN. PVC SLEEVE f LJ A & V VALVE NOTES: �1 LPJ- 1. REFER TO SPECS FOR MORE DETAILS. 2. THE STEEL COVER SHALL BE FURNISHED W/ AT LEAST 20 OF 1" DIA. PERFORATIONS IN THE UPPER SIDE SECTION. PAINT STEEL COVER & AIR RELEASE VALVE W/ I COAT OF PRIMER & 2 COATS OF FINISH PAINT PER SPECS SECTION 09910. 3. ACCEPTABLE PRODUCT PER SPECS. 4. FOR AIR & VACUUM VALVE WITH SIZE GREATER THAN 4' CALLED OUT ON THE PLANS. THE AIR & VACUUM VALVE, PIPE, FITTINGS, ISOLATION VALVES AND APPURTENANCES SHALL BE FURNISHED AND INSTALLED VNTH THE PLAN CALLED OUT IN LIEU OF 4'. VALVE ASSEMBLY LOCATION PLANS: Q 1• ALL AIR AND VACUUM VALVES, CATHODIC PROTECTION TEST STATIONS (CPTS) AND BLOW -OFF OUTLET SHALL BE INSTALLED IN THE STREET RIGHT-OF-WAY BETWEEN THE FUTURE SIDEWALK AND STREET CURB, OR BEHIND THE FUTURE SIDEWALK IF THE SIDEWALK IS ATTACHED TO THE STREET CURB, OR AS REQUIRED BY THE CITY OR COUNTY'S REPRESENTATIVES, REGARDLESS THE LOCATIONS OF THE APPURTENANCES SHOWN ON THE PLANS. PREPARED BY: SCALE INLAND EMPIRE UTILITIES AGENCY Tettemer & Associates AS SHOWN ®'— l t i ` A Municipal Water District o o n s u n g engineers Bar Scats shown below is one :F. I� No . I&MAGEMENT , pwatsp inch on original dmwir►Q K NOT one Inch on this sheet. LOCATION MAILING ADDRESS Is T1CN1i0LCe1/ ORIY1. IRVINt. CALIFORNIA tt.1e adjust scales aocordirwy. =i 9400 Cherry Avenue, Building A Post Office Box 697 Too 1 1114Y) 61i•oi77 f=tl (6491 Bii•6077 . CMos of TM K+6 0wfp..**.ba 0" 1. Fontana, California 92335 Rancho Cucamonga, Telephone (909) 357-0241 California 91730 A A NOT TO SCALE (SEE NOTE 4 FOR LARGER VALVE) OR 12 INSTALL OUTLET IN VERTICAL POSITION. PIPE F3' OR WIDER e PARKWAY 15' � -5"- PVC SLEEVE SIDEWALK CASE 3 SIDEWALK NOT ADJACENT TO CURB CHINO BASIN FACILITIES IMPROVEMENT PROJECT JURUPA BASIN FORCE MAIN DETAILS SHEET M1 170F 19 SHTs DWG. NUMBER