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HomeMy WebLinkAbout5575-17 REPLACE A.C. PAVEMENT SECTION (EXISTING THICKNESS + 1') TRENCH C i GRIND AND CAP 2' MIN. A.C. REPLACEMENT TO BE FLUSH DEEP AND 12' MMI. MIOER THAN EXCAVATION ON ALL SIDES. FIELD APPLIED CEMENT MORTAR W/ EXIST. PAVT PRIOR TO GRINDING ADDITIONAL (TYPO) 2' GRINDING AND FINAL PAVING SAL- REINFORCEMENT- \-1 W�. GROUT IN FIELD WIELD PLUG TO 2-x4-x12 GA. W.W.M. TACK EXISTING PAVEMENT CAP BEYOND TRENCH (MIX WIRE-FABRIC CPLG. ENTIRE HELD TO BUTT-STRAP REINFORCEMENT OU WELD CHIP MORTAR LINING FiANDHOLE LENGTH 2" DESIGN PER COUNTY OR CITY WELD IN FI£LD)-- AS REQUIRED FOR y' }0' MIN. - 15' MAX. MELD 5' THREADED STEEL A.C. REPLACEMENT (EXIST. REQUIREMENTS . - INSIDE t 1/16' CEMENT MORTAR •t• } t6 , \ FOR CONCRETE rx4'x12 GA. W.W.M. - / COUPLING & PLUG THICKNESS (a) + t', 6' MIN.). 1TYP. naI� 1rMIN. TRENC WIDTH 12-MIN. LINING STEEL CYLINDE CEMENT-MORTAR COATING CYLINDER PIPE TACK PROVIDE TWO HAND- 1r WIDER THAN EXCAVATION it% WELD R£MIFORCMNG _ - 1/1•" • • 4' TACK HELD TO BUTT-STRAP • rW CUT • HOLES AS SHOWN EACH SIDE WHERE EX. A.C. \ r • I . ROD TO CYLINDER 1 . FIELD MORTARTTYP.. „ MHO. i SON ECTION DETAIL) THICKNESS IS GREATER • THAN C. (SEE NOTE 4 1 EXISTING A.C. PAVEMENT 12 BELOW). :.---. 4:---- r�i�A +t r a �t -i• �` •` 'f A.B. REPLACEMENT 1--1"MIN. :;SlIL A� EXIST. A.B. i �� C{ . i 1'' '..--•-.10 a. , (EXIST. THICKNESS(') �] "•'� }(�' FOR PIPE SIZES SMALLER THAN 24' MELD �� � A PIPE 1"MIN. ��4��j/vj/``7 ,.„.,../...e .�jj/ �j��j REPLACE WITH CLASS 2 v < IN FIELD FOR PIPE + 1') 444 ��•>�i3O/��/ AGGREGATE BASE IN )6 FOR PIPE SIZES 24' AND LARGER i 't" - 1/18•. 30 • AND GREATER ��i.*4 91,/ KIND WHERE EXISTING. AND NOTED OTHERWISE mit TE SAME IMPORTED SAND BACK FI r% •�\ COMPACTED NATIVE OR CEMENT-MORTAR PLACED IN FlEIA - THNpcNESS AS CHIP CONCRETE OPTIONAL WELD (TYP. '��' / SEE NOTE 4 BELOW STEEL SHELL AS REQUIRED FOR HANDHOLE (ON 24' DIA. AND MIN. 95% RELATIVE Si ,;9 Itr., >`G' IMPORTED BACK FILL TO WELDING (TYP..) SMALLER) COMPACTION ,._st,.•t. 7.r r' I,I BE BROUGHT UP IN UFTS; SECTION DETAIL TYP.ICAL HANDHOLE G-. .yt r' . - w NOTES: 6' MIN. - 14' MAX. SEE NOTE 3 PROPOSED PIPELINE z EACH LIFT COMPACTED 90% NOTES: " �d 0 RELATIVE COMPACTION. 1. ALL WELDED JOINTS SHALL BE SINGLE WELDED UNLESS OTHERWISE rw (2 REQUIRED EACH BUTT-STRAP y� 95X COMPACTION REQUIRED CALLED FOR ON THE PLANS OR AS NOTED BELOW. FOR SINGLE- FOR PIPE 24" I.D. AND SMALLER) 1. BEDDING SHALL BE PER THE 3 a FOR STREET ZONE (30" MELDED JOINTS, THE PIPE CAN BE WELDED OUTSIDE OR INSIDE (IF SPECIFICATIONS. A ,'? " I a' ZONE BELOW A.B. BASE) FEASIBLE) AT THE CONTRACTOR'S OPTION. NOTES: 2. EXCAVATE AND PROVIDE SHORING ; , '" ' • 2. CONTRACTOR SHALL DOUBLE-WELD THE JOINTS FOR ALL PIPELINES 1. COATING SHOWN IS FOR CMt.M STEEL PIPE. COATING SHALL MATCH TRANSMISSION AND BACK FILL AS REQUIRED PER • Z.� 2 . t. 30' AND LARGER IN DIAMETER IN THE FIRST ONE-HALF OF THE MAIN COATING. TYP.ICAL PIPE Idtk THE SPECS & CAL-OSHA. 1 6' MIN. 6' MIN. WELDED LENGTH CALLED FOR ON THE PLANS. YIELDED JOINTS REQ�M D 1 1 C .ICAC HANDHC)LE DETAIL re!) 3. TRENCHES WHIN THE PUBLIC DUE TO VERTICAL SLOPES SHALL BE DOUBLE-MELDED FOR THE ENTIRE 2. HAND HOLES REQUIRED AT BUTT-STRAP JOINT PER DET 8' MAX. PIPE 0.0. B' MAX. LENGTHGTH CALLED FOR ON THE PLANS. 0 ACCESS AREA SHALL BE FIRMLY _ COVERED W/ NON-SKID STEEL PLATES 3. WHEN WELDED JOINTS ARE CALLED FOR ON THE PLANS, THE CONTRACTOR 3. WHEN TYING-IN TO AN EXISTING PIPE, EXTRA LENGTH OF NEW PIPE SHALL BE NOT TO SCALE PRIOR TO COMPLETION OF PAVEMENT. MAY EITHER USE THE WELDED CARNEGIE JOINT OR THE LAP-MELDED PROVIDED FOR FIELD CUT TO SUIT. SLIP JOINT. 4. WHERE A.C. PAVEMENT EXISTS, THE NO MATERIALS PAVEMENT SHALL REPAIRED AS 4. A RUBBER BALL SHALL BE USED TO PULL AND RUB SMOOTH THE CEMENT PROVIDE 4 SHOWN. A.C. MIX DESIGN SHALL MORTAR APPLIED AT INTERNAL JOINTS. ONE-HALF 1• ❑ ❑i GALv. 1/C THICK STEEL VENTED COVER, CONFORM TO THE COUNTY OR S i tE! FIFE C AIR R VACUUM HEIGHT LiS REQUIRED. STEEL L. r �T G HOLES • A �/ © 3iaT r ANCHOR ' FLG. CONNECTION, VALVE S 2w& 3 CITY REQUIREMENTS). TYPICAL BEDDING AND LAP-WELDED SLIP JOINT PIPE BUTT-STRAP I lI"�P Vim , 1 Ci3) BDTT. wir © M ( 3 1" D.I.P. SPOOL AS REO'D. PAVEMENT REPLACEMENT t © TYP.ICAL SECTION Aiswans 4 4 R.w. GATE VALVE w/ FL6. ENOS & NOT TO SCALE _ NOT '0 SCALE vNOT TO SCALE STEEL NUT NANO EEL 111,1 0 ,�j� a L' FLANGE INSULATION KIT PER SPECS. CLASS "B" { CONC. PAD 6 CONCRETE COLD JOINT STRIP & SUPPOR 412" m • ' . '_1:" : * a 490' D.I. KENO W/ FLANGE ENOS. Io , .'� (FOR STEEL FORCE MAIN) MATERIALS _ II ® 4' R.W. GATE VALVE W/ FLANGE ENDS IN UNPAVED AREAS TOP OF METER TOP MARKED 'FEUA' I GROUND OR PAVEMENT Y L el.I ® ® 1 MAIN STEEL PIPE W 6" FLANGED STEEL OUTLET. • ❑ OPERATING Nur VALVE Box BOX SHALL BE RAISED TO MINIMUM m ❑ / , • _ 'fir - V 9 + cut & C STEEL EL FO E FLANGE Z END WELDED TO STEEL FORCE MAIN. �ti. ' `, .- 6 SACK or SIDEWALK TD �Q V. CLOSE TOPPLE & RETURN 6' ABOVE GROUND LEVEL m ❑2 6' 90' D.I. BEND, FIG. x FLG. (OR REDUCING BEND) - is b /� f 18 ❑3 6'x AS REVD D.I. PIPE SPOOL „ NOTES : StDPe urwARos • 1I 4' D.I.P. spool w/ FLANGE JOINTS. ail:. . :. • .. ! L. w .. ~' PER 1 r TOWIARD it?I�� ® 6' RW GATE VALVE, FIG.x FIG. S. POUR CONCRETE 1' ALL APPURTENANCES TO I) `�j `r FVC SLEEVE 41/494.V VALVE. 12 4" D.I. TAPPING SADDLE TO D.I. FORCE IAM. ❑5 VALVE AND VALVE BOX INSTALLATION BEFORE PAVING BE SUITABLE FOR WORKING i1 1 - _� _ 12 PRESSURE 200 PSI MINIMUM. 1 6' OF 3/4' © 6'x AS REQ'D FLG.x PE D.I. PIPE T la OR /� CRUSHED 7 2. W ALL TEMPORARY 1' HALF COUPLING BALL VALVEis ! i \ ❑ 6' D.I. FLANGE COUPLING ADAPTER PIPING & VALVES & REPLACE NOTES: m 8 0g oR } INSTALL OUTLET IN 6 ROCK ' r 5 AS REQUIRED © 8"x 6' D.I. EEE WITH THREADED PLUGS AND COMBINED AIR/VAC. VALVE PoSrnON. MIN. SEE NOTE 1 BELOW W/NMPPLES AT HIGH END OF PIPELINE. 1. REFER TO SPECS FOR MORE DETAILS. i • PRIOR TO TRENCH BACKFTLLN+G. 2. THE STEEL COVER SHALL BE FURNISHED W/ AT MAIN 09 8' D.I. BUNG FLANGE ��`, 1 1/2' HALF COUPLING VERTICAL ® 6• 10 `�/10 / LEAST 20 OF 1' DIA. PERFORATIONS IN THE UPPER .. ��• (LEVEL) 10 8'x AS REO'D D.I. PIPE • �_ 8• PVC RISER / SIDE SECTION. PAINT STEEL COVER & AIR RELEASE © ii1 � „ v TEMPORARY STEEL I VALVE W/ I COAT OF PRIMER & 2 COATS OF FINISH ,� �p 11 8' BUNG RANGE W/4' TAP ' BULKHEAD Ta 3/16' CEMENT MORTAR PAINT PER SPECS SECTION 09910. • LINED & COATED 3. ACCEPTABLE PRODUCT PER SPECS. 12 2 1/2' BRASS NIPPLE, I.P. THREAD X VALVE BOX ` FH THREAD, WITH PROLECTIVE CAP STEEL PIPE. 4. FOR AIR & VACUUM VALVE WITH SIZE GREATER THAN m © © 6 g N0: SBF ) 2OS ` \ 4' CALLED OUT ON THE PLANS, THE AIR & VACUUM 13 METER BOX WITH CONC. COVER AND t /4 RE `--\ VALVE, PIPE, FITTINGS, ISOLATION VALVES AND NO READING U0. (4 REVD) 3' BALL VALVE WITH HALF WPH RHE PLANNCALLED OUT RIN UEU OF AND NOTES __ w APPURTENANCES SHALL 8f FURNISHED INSTALLED 14 THRUST BLOCK BEARING AREA 4.6' L } COUPLING, QUICK COUPLING4'. x 2.5' H EACH. THE CONTRACTOR SHALL BE RESPONSIBLE AND NIPPLES AT LOWER FOR RAISING VALVE BOXES TO GRADE END OF MAINLINE VALVE ASSEMBLY LOCATION PLANS: NOTES: 15 PROVIDE BOLT AND FLANGE AFTER FINISHING PAVING OR GRADE. -- - INSt1LATING KIT I `� 1. ALL STEEL PIPE TO BE CEMENT MORTAR LINED & COATED PER 2. AL1 VALVE L4 I. • ISELED .4 4• )l , 3 ► /�►1 FACE OF CURB AS REQ'D. SPECS. ALL DUCTILE PIPE & FITTINGS TO CLASS 350, CEMENT 16 D.I. TEE (FLANGED) W/ 6' an FAQ•*, , FACE OFC 3' OR;DER MORTAR LINED, BITUMINOUS COATED WRAPPED LITH 8-ANL P.E. (OR SUITABLE SIZE) OUTLET --. • -. � PARXWAY i5 IN AN MTh AWWASTANDARDS. 17 2 1/2' BRASS NIPPLE AND 2 1/2' BALL VALVE, A l } � Al '� �l�� LINER ALL ACCORDANCE sj1'`�Y�, a ��i��+���y*�>�� BLOWOFF ASSEMBLY �5� 18 24 MANHOLE DTH CONC. RINGSI.D.& COVER ® CLASSPROVIDED CONCRETE KL `' WIDE �R mss ► ks IRIVD GONG PAD AL TMP.. VALVES. SUPPORT sHitiL BE WIDER rriw � ' al k - \ - 4, S PVC SLEEVE N.T.S. \ - / ,r ,rx,rx24• sionemK - IxI �, STEEL PIPE BULKHEAD °��° E , - SE 2 CASE 3 1 VALVE ASSEMBLY s AND VICES/ 7 A SIDEWALK NOT ' SID/�EW�ALKpA�D�JAC�EN�Tp70 CURB CASE �y �� ADJACENT TO CURB UNGISTUR D SOfC 0 NOT TO SCALE \ - NOT TO SCALE \ - 4' AIR RELEASE AND VACUUM RE Er VALVE ASSEMBLYC8D TRENCH BICKER! NOT TO SCALE SEE a © (SEE NOTE 4 FOR LARGER VALVE) Icy %[t - ( 4 w eagles, is. • • p A Ft. s 4 c � / � ` �- /4 • 18' C.C. CLI 3250 CONC. y // ENCASEMENT / 8 - N P ib--, -- 51 i . E2 � � � I 201 . is 1 �' � g ,.�.►." `..�. . I. All NR ANO VACUUM VALVES, CATHODIC PROTECTION TEST STATIONS (CPTS) AND I 2• IN. �, S BLOW-OFF OUTLET SHALL 8E INSTALLED IN THE STREET RIGHT-OF-WAY BETWEEN • • ` DIAL TOLL FREE THE FUTURE SIDEWALK ANO STREET CURB, OR BEHIND PIE FUTURE SIDEWALK IF Trip 1 } -800--227-2600 A ( ') THE SIOEIIALK IS ATTACHED TO THE STREET CURB, OR AS REQUIRED BY THE CITY AS AT LEAST TWO DAYS 36* PIPE CONC. ENCASEMENT 9 OR COUNTY'S REPRESENTATIVES, REGARDLESS THE LOCATIONS OF THE APPURTENANCES AS-BUILT I. BEFORE YOU DIG --- SHOWN ON THE PLANS. N.T.S. - DRAWING UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORHA 'S/3T o5 LZ. w. Ai �wt� cLMn-0 VLRCDN tftaOP. SuaP'�► RAL T.O. 6/20/03 °;`'� ' P�� CHINO BASIN FACILITIES SHEET Designed A J!� INLAND EMPIRE UTILITIES AGENCY g / /r. veV lisle rrar6Assoolr-. AS SHOWN IMPROVEMENT PROJECT V E x 5/x15/03 7V. i .e.Cr. L.E.G. 6/20/03 : :- ! tins gni , 9. Ike wshee�..�iw.�.I�. ..» A Municipal Water District M is sins/03 -r.v• Dl rnisO (,ASBZ /AN G&fMA i R �L 4N'�k.p►.CF'rNL 4 N. NOT Y.i. rAwt 1 70F 1 sNTS Drawn �"" • ""I • ""'� I.�.: M «. JURUPA BASIN FORCE MAIN 9 Ch•Ck.K1 T.O. _ B/20/03 �` cM .H?(545) •11.1177 �. •��•Po;,(•'a••] 111.5071 eillieet ~� ~�' Fwd rfh 123~J6 � A Mnofw G+oar hod DETAILS DWG. NUMIIER A 12 04 TC AS-BUILT `Gy DIM ` E ...r r�rr..rTf r• REV. DATE BY DESCRIPTION T.i..s • (fol) 387-0241 California 91730 D5o23-Vo