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HomeMy WebLinkAbout2033-5aCROSSING CONDITION FINISHED GROUND SURFACE i 1`I 2 IMPROVED GROUND SURFACE FINISHED UNIMPROVED I" =' •.{: •:s•; •.r.+S •.t.,r,..i. ,.r; .i: i•,•. ::i .s.. •ti. !. :t :r„:J,��•;1•: ':3.rr"/a; y�l:l r•,V!: f'i':,\ti:., r; =. =.•...r. _ >' TRENCH BACKFILL 8 MAXIMUM :{ S.r• ;t;::,;. ,/.,,t =rt;:r. :I+{. :i" i:;.,: J:W•. PIPE ZONE BACKFILL I MAXIMUM : :1•��• ;j:• •!�• r �' � Y• BACKFILL RD DRAWING WI01 , ; •,_,. ti 1 �:>a•, ''�,• , � ,,:,, y i' "'r ••:, +,.,R jr ;•'I•j••r. � P ;• BACK IL PER STANDARD -•! GROUND SURFACE W '• .'{.:l 1. q�• .t:i c. r .ii a,i••t: 11 '•:: _':• :::t'4l'' G;.{ ..%rL::.a. ��ii:::;:p..:.' •-:•?: a SIZE IN ACCORDANCE WITH BASIC SIZE IN LAYERS NOT EXCEEDING ` `\ \ PIPELINE SPECIFICATIONS. J 31 IN DEPTH IN ACCORDANCE r //rJJr/����\ \�\\ \\ \�r.��'���hwE\ \� n\\ \ \ COMPACTED TO 90% RELATIVE W ' WITH BASIC PIPELINE SPECIFI- CATIONS. \ Z COMPACTION, MINIMUM, ►- COMPACTED TO 90% PROPOSED ' w s.• \ \` � r RELATIVE COMPACTION MINIMUM° WATERMAIN ��/r�.� /�/ \ \ :'o • _:: `/\ / w •• '•. \ \ SURFACE���&9*STING SEWER a(IMPROVED w (MPROVED OR UNIMPROVED)z /GROUND 1 r-------,� \\ Ix GROUND SURFACE .•� ''` _ (IMPROVED OR UNIMPROVED) ('MINIMUM VALVE BOX INSTALLATION PER • ©�\ STANDARD DRAWING Will. LOCATOR -WIRE m - (ASBESTOS CEMENT PIPE ONLY) a p { _ z , a w --I' MINIMUM ASBESTOS CEMENT uI OR. WELDED STEEL V WATERMAIN. lop ' ' N 1 PROPOSED WATERMAIN DESIGN FLOWLINE / / / r / / / �, z PROPOSED WATERMAIN ABOVE EXISTING SEWER PROPOSED WATERMAIN BELOW EXISTING SEWER A.w.w A. c-509 FLANGED GATE VALVE •q EPDXY LINED AND COATED (12 MILS) PROVIDE UNIFORM BEARING / I / / / N 1) IF ONE EVOT MINIMUM CLEARANCE IS, MAINTAINED NO of. ' >r r ''• v• p • • ',o ` FOR STEEL PIPE ONBOTTOM � I / 1 W �• � � 1j WELDED STEEL WATEIiMAINS SHALL HAVE -FULLY WELDED.• •• � z • OF TRENCH. / / r o m SPECIAL CONSTRUCTION CONDITIONS ARE REQUIRED. JOINTS A DISTANCE OF 101 EACH SIDE OF SEWER. CLASS A 3250 P.S.i. 6.0 SACK • • ,••; • • i _ / _ ( _ )•. • •- I , a ' ' •. FLANGE REQUIRED FOR :a •�••: i,•• ,•; N WELDED STEEL WATERMAIN ./ ti cr W 2) ASBESTOS CEMENT WATERMAINS SHALL. BE PLACED CONCRETE ENCASEMENT a .• :o ii INSIDE STEEL CASINGS ( WITH FULLY WELDED JOINTS) _ •e .: �a •• ' •a ' ° • • ' .,.. ;:. • a , / • / BOTTOM OF TRENCH A DISTANCE OF 10' EACH SIDE OF SEWER. VOID n• �''•'' _ TOP OF MOUND BETWEEN CASING FILLS .0 ' ° STEEL FLANGED COUPLING ADAPTER, AND WATERMAIN SHALL BE D N° 4 EINFORCING BAR •�'.• ' •o'•' °• • .•t' •A'�. WELDED STEEL WATERMAIN ONLY '"' '•'• ROCKWELL No. 912, 'DRESSER' OR PROVIDE MOUNDS OF SELECT SOLID WITH GROUT. P •.;'. :;• APPROVED EQUAL REQUIRED FOR - .._L::.^ :_ • -.. -]._`.°r _ AT 36 ON CENTER ! EXCAVATED MATERIAL FOR •?' 3) CROSSING SHALL BE APPROVED BY STATE DEPARTMENT ; ••. o• �. � ••• • ASBESTOS CEMENT WATERMAIN. ASBESTOS CEMENT PIPE, - OF HEALTH SERVICES. �,•v �• o�• p�; :• • -- -- UNLESS PERMITTED OTHERWISE TRENCH BOTTOM WIDTH \ DIRECT BURIAL CABLE (IF SPECIFIED) PARALLEL CONDITION FINISHED GROUND SURFACE .• °° •; . o • a • • • ' a' • • • ' 31° CLEARANCE MINIMUM PIPE DIAMETER TRENCH BOTTOM WIDTH ( INCHES) MINIMUM FEET MAXIMUM (FEET) :>: T, h ,:Q i '.' _p - A 12 OR LESS 2.0 2.5 .• • ° • • •. n' ; :� ; _z DIRECT BURIAL CABLE - .A•' �� a r \ IF SPECIFIED ZONE A1» N04 REINFORCING BAR +•• • •� ' o' o'. •'• \ CABLE SHALL BE INSTALLED 14 THRU 18 2.5 3.5. 2 2� (EACH CORNER) CONTINOUS ,,,.• .d _ WELDED STEEL WATERMAIN 20 THRU 27 3.0 4.0 :a. m n 30 THRU 36 4,0 5.0 ' tyx ,SF��1i••,;,' ,,� : �• •'e , �°.�'�.;• o • ' •�•��" WITHIN I SCHEDULE 40 ASBESTOS CEMENT WATERMAIN .'.': • PVC. TUBE, EXISTING SEWER::) r: •\ \\ • / \ // •�\. / NOTES' Y ' TRENCH WIDTH PER STANDARD DRAWING WI01 0 1) PIPELINE COVER SHALL BE 30• MINIMUM FOR PIPELINES 10 IN DIAMETER OR LESS, PIPELINE COVER SHALL 6EpA'I1 :{'q}i�f( z w 36MINIMUM FOR PIPELINES 12 IN DIAMETER OR GREATER, li A, k 0 I:. TRENCH SIDES SHALL BE SLOPED OR SHORED IN ACCORDANCE WITH OSHA CONSTRUCTION SAFETY ORDERS FOR TRENCH ,i a "'.f: .xwga� ti u ZONE C : ZONE C - , � • DEPTHS 5' AND GREATER. �. >.,� ��. '�t�-�.� .:��•:� �� z NOTES _ 3) ALL EXISTING PAVEMENT SHALL BE SAN CUT PRIOR TO TRENCHING AND WHERE TRENCH SIDES SLUFF AND PAVEMENT 3• x� �Fti"mkt 1 r BREAKS AWAY, IT SHALL BE SAW CUT PRIOR TO PERMANENT PAVEMENT 7IEPAIR, ALL PAVEMENT SHALL BE REMOVED:., .�x) $3 ,, 1) PIPE ENCASEMENT SHALL BE PROVIDED WHERE SPEC I F I ED. PIPE ENCASEMENT SHALL BE PLACED ON ° FROM TRENCH UNLESS IT IS PULVERIZED, ' . ' ` , Ft' r: �' . UNDISTURBED OR COMPACTED EARTH AND AGAINST CLEAN PIPE. Takla. `kv`rsiy 2 ALL BARS SHALL BE DEFORMED OVERLAP SHALL BE 2011 MINIMUM. L B 4) LOCATOR WIRE FOR ASBESTOS CEMENT PIPE SHALL BE 16 CAGE COPPER WIRE, IT sIiAC.1. BE CONTINUOUS ALONE THE ) , , ALL ARS SMALL BE FULLY ENCASED WITH PIPELINE AND LOOPED AROUND THE PIPE AT EACH JOINT, 3t1 MINIMUM CLEARANCE ALONG RUN, AT BEND OR AT END. NOTES , S) WHERE BOTTOM OF EXCAVATION IS IN ROCK WHICH CANNOT BE EXCAVATED TO PROVIDE UNIFORM BEARING FOR THE 3) IF ANY APPURTENANCES ARE REQUIRED WITHIN LIMiTS OF PIPE ENCASEMENT, ENCASEMENT SHALL BE FORMED PIPE, TRENCH SHALL BE OVEREXCAVATED 80 MINIMUM AND REFILLED WITH SELECT EXCAVATED MATERIAL OR IMPORTED ' (TIMBER OR SAND BAGS) SO TI'IAt ACCESS 15 AVAILABLE THERETO. 1) GATE VALVES SHALL BE RESILIENT WEDGE VALVES IN ACCORDANCE WITH AWWA C•509. VALVES' SHALL BE WATEROUS, BACKFILL MATERIAL COMPACTED TO 90% MINIMUM RELATIVE COMPACTION, 4) PIPE SHALL BE RESTRAINED AGAINST FLOTATION DURING PLACEMENT OF CONCRETE AND IT SHALL BE RELAID ZONA•' A - NO WATERMAINS SHALL BE CONSTRUCTED WITHOUT SP>CIAL PERMISSION FROM IF IT iS ALLOWED TO RiSE ABOVE SPECIFIED GRADE. CLOW, M&H OR APPROVED EQUAL. (VALVE STEM SHALL BE NONRISING WITH 2" SQUARE OPERATING NUT AND SHALL 6) WHENEVER BOTTOM OF TRENCH IS INSUFFICIENTLY SEABEE TO PROVIDE A SUITABLE FOUNDATION FOR THE PIPE, TURN COUNTERCLOCKWISE TO OPEN.) TRENCH SHALL BE OVEREXCAVATED AS SPECIFIED AND REFILLED WITH SELECT EXCAVATED MATERIAL OR IMPORTED STATE DEPARTMENT OF HEALTH SERVICES. BACKFILL MATERIAL COMPACTED TO 90{ MINIMUM RELATIVE COMPACTION. ZONE B _ IF SEWER IS EXTRA -STRENGTH VITRIFIED CLAY PIPE WITH COMPRESSION 2) BOLTS SHALL BE STANDARD HEX HEAD MACHINE PER ASTM A-307,' GRADE "B". HEX NUTS SHALL BE COLD -PRESS 7) WHENEVER EXISTING CURBS ARE BEING USED FOR GRADE CONTROL, PIPELINES SHALL BE LAID ON PROJECTED JOINTS, NO SPECIAL CONSTRUCTION CONDITIONS APPLY. OTHEM11SE WATERMAIN SEMI -FINISHED STEEL PER ASTM A•194, GRADE "211-1. THREADS SHALL BELUBRICATED WITH GRAPHITE AND OIL. CONTINUOUS SLOPES TMROUCH LOCALIZED HILLS, HUMPS AND MOUNDS AS AT STREET INTERSECTIONS AND CHANNEL I SHALL BE CLASS 200 PIPE OR EQUIVALLNT. AFTER INSTALLATION, ALL EXPOSED STEEL SHALL BE MELD COATED WITH AN APPROVED BITUMASTIC. BERMS. PIPELINE GRADES SHALL BE SELECTED TO MAINTAIN MINIMUM COVER WITH CONTINUOUS PIPELINE SLOPE. LUNE'' C - NO SPECIAL CONDITIONS REQUIRED. PIPELINE TRENCH DEPTHS SHALL BE INCREASED TO ACCOMPLISH SAME 'AND PIPELINE COVER SHALL BE INCREASED I ACCORDINGLY. 3) ALL GATE: VALVES LARGER THAN. 1211 SHALL HAVE A 4" • BYPASS VALVE. SAID BYPASS VALVE SHALL MEET SAME 8) WHENEVER EXISTING UTILITY FACILITIES, EXCEPT SEWERS, ARE ENCOUNTERED. PIPELINES SHALL CLEAR THEH•BY 64• SPECIFICATIONS AS MAINLINE VALVE. MINIHUH, BOTH HORIZONTALLY AND VERTICALLY. CONSISTENT WITH ABOVE PIPELINE REQUIREMENTS.- PIPELINES i SHALL CLEAR SEWERS IN ACCORDANCE WITH STANDARD DRAWING W102. SPECIFIED CLEARANCES OR SEPARATIONS I SHALL NOT BE REDUCED UNLESS ORDERED OR PERMITTED BY OWNER. PIPELINES SHALL NOT BE IN CONTACT WITH OR REST AGAINST OTHER UTILITY FACILITIES. 1 ATE VALVE WATER MAIN CROSSING PIPE'LINE ..,TRENCH - PIPE ENCASEMENT EXISTING SEWER INSTALLATION a STANDARD DRAWING W STANDARD DRAINING WiOI r. r STAN�DAR•V DRAWING W 102 STANDARD DRAWING WIO3 REVISION BY DATE 109 REVISION BY DATE REVISION BY DATE REVISION BY DATE • 9 FINISHED UNIMPROV 0.0.12 + 21" n' _ O" 61.0" TYPE I 8 P. ' 10-I/4" DPt1, TRAFFIC BOX, BROOKS MINIMUM MINIMUM MINIMUM GROUND SURFACE N24 -TTI SERIES. QUICKSET OR APPROVED BLOWOFF IMPROVED GROUND EQUAL SURFACE _ FINISHED GROUND O �� II x r•;.fit �y�`4%. ;;•►';rys;c . .- ',, .'o:" / \ SET VALVE COVER I/8" TO 1141° i SURFACE .,- , \ � :%.r-•ii��=A:i,�'•:.i:: tlli`.:iB1iC;...; ,i •,•D,i• ,:1 •.'.••' .• . \ �y�•• - . BELOW FINISHED ROAD SURFACE 0 6 I'' 12' MINIMUM r2) - FINISHED w� ,� ; : •... • o: •':e:.,,.. • : \ /�/%��r'�\ SAME SLOPE AS ROAD '�'d. .:' �� •'o.':''o.: �' / FINISHED ROAD SURFACE u a•. , ,1; `i1 ;r: ;•,' �4f�` ■1''d" '" z ISL „ `Z e 3 2 :. • " '°• r ' ;U:•.' •h•••• ' :4'�P• �,i�.'; r•If �•O:'��q',+,I (.� .:'p'•"p l'..,r, �' •', ''' I -- - FINISHED UNIMPROVED GROUND SURFACE 11 >: • �j !. • + �.,iQ q',4,, ' ` i.a,.l.., �t �i'�� b o; .'h; • tir. �� '_�' I . a, ° ';>',•,pii:: ff '§3' ,>. '4•'y# ic:r4g: 5? ,, r: • I ' ' r ••' • 7 a • r. . �', '� ' .'f I CRUSHED ROCK _ " :::.'e; BASE 4 FEET SQUARE `' £ 1•£' ^ .a 18 MIN. _ 4 VALVE BOX INSTALLATION PER .,..::� .;;,:•,,,:::_: a , w 12 Q:. Y''iT.t)w. Aa1�T1 �t�ajlii, a'%I.. • •' ''O. '0. � � � '.�+'• ,i:'a:•.,:,_,` ./h�.\ a` ,n Jb z 7j TO DAYLIGHT - 6 STANDARD DRAWING [or_ • n •,•�, .;• ;, ,. � _ --_-, ,r----"� j 2 . \ \ . u B.a : •. o • • o• d `M I,. CRUSFSED ROCK I - -P " ' •o- - "f(d'"_ �' :b , 0 •' t ' o• • o . a a BASE 4 SQUARE : H PEE TO DRAY , '? : TYPE 1I }_ 12"THICK 3 �' 2 5 \ ,H : ,p ;' 13 SLOPE UP t►I 'cr POSITION OF Bt_OWOFF �� ',� ; • ' BLOWOFF PIPELINE SIZE AIR VALVE SIZE i � ouTL�T As DIREcrED [} (INCHES) (INCHES) PUMPER WELL M'- -- CLASS C (2000 P.S.I. , 4.5 SACK) CONCRETE PLACE PLUMB- rc N OBSTRUCTIONS NCY CLEAR 2 UP TO 8 I STEEL FLANGE COUPLING ADAPTER. =ROCKWELL" 2r= SQ. OPERATING NUT' WELDED STEEL ' a � � 10 I6 2 NO. 912. DR ES S E R�1 I- N N 111 DIAMETER STEEL WATERMAIN. -�` 3 - - VARIABLE LENGTH x © 1 18 AND OVER 4 EXTENTION ROD PAINT WITH U' AS. SPECIFIED 1 z DIRT SHIELD ►- d _ OR APF';OVED EQUAL w a GUIDE(TYP.) _ _ ; s PRIMER AFTER FABRICATION, i ' 1 FOR A�"BESTOS CEMENT A.W.W.A. C-504 FLANGED C WATERMAIN INSTALLATION.BUTTERFLYN 7"O.D, x 1/4" PLATE '� .;•+. OFFSET AS SPECIFIED VALVE SHORT BODY a WITH i 1/0" 1 FLAT WASHER(LOOSE ON TOP OF PLATE) i CLASS C (2000P.S.1.,4.5 SACK) CONCRETE �':'. ` ._.. THRUST BLOCK, "D" FEET SQUARE, EPDXY LINED AND COATED CENTER HOLE ` ASBESTOS GEMENT % MINIMUM BEARING AREA (VERTICAL) (12 MILS) o I"FLAT WASHER(WELDEO TO SHAFT) WATERMAINP�7 1 ASBESTOS CEMENT OR WELDED STEEL WATERMAIN FLANGE REQUIRED FOR WELDED `�•' 4I . PLACE AGAINST UNDISTURBED 10'- 0" MAX. 45° _ %--•--PLACE AGAINST UNDISTUgBED EARTH STEEL WATERMAIN INSTALLATION. m m EARTH, OR REPLACED EARTH 4 SQUARE FEET MINIMUM BEARING AREA (HORIZONTAL) NUMBER <: : HAVING _90% RELATIVE ~�/ CENTER AND PLUMB VALVE BOX 9='MINIMUM I I'-0" y COMPACTION MINIMUM. 1i , ., a ._ = OVER VALVE OPERATING NUT. 15 MAXIMUM • � � � o ITEM REQUIRED DESCRIPTION ' 1 1 411 CAST IRON OR CEMENT MORTAR LiNED AND CEMENT MORTAR COATED WELDED STEEL FLANGED TOP ju 811 I.D. X 9-3/4" O.D. (MAXIMUM) NUMBER O O CLASS 150 ASBESTOS CEMENTS OUTLET. CONCRETE PIPE CYLINDER OR ITEM REQUIRED DESCRIPTYON ' O Id SEH, 40 AVC DIRT SHIELD 2 6 till AWWA CLASS D FLANGE. S GUIDE (TYP.) 1 1 FLANGED TANGMITIAL SIDE OUTLET ON WELDED STEEL WATERMAIN OR FLANGED CAST IRON TEE KITH FLANGED CAST IRON 45• FLL ON ASDESTOS CEMFNT WATFRMATN. 111 0 3 2 1 10 GAGE CEMENT MOR�iR -LINED AND CEMENT MORTAR COATED WELDED STEEL FOUR PIECE 90 O WELD BEAD ON INSIDE OF OPERATING S AWWA CLASS D FLARCF.-- _ ELL OR II" LIGHT WEIGHT (0.120" WALL) CEMENT MORTAR LINED AND CEMENT MORTAR COATED NUT CAP. 3 VARIES 10 GAGE Ci FNT MORTAR LINED ANO CtTtF,N1' MORTAR COATF.D WELDED STrEL PIPE AND FITTINGS. � 4 VARIPq 10 GAGE.. CPTirNT MORTAR LINED AND CEFiF,iIT MORTAR COATED WELDED STEEL PUMPER WELL. WELDED STEEL S OO LL o 0 S 1 F1ruIGFD VALVE PER STANDARD DRAWING W109 OR STANDARD DRANING W110. 4 1 411 GATE VALVE PER STANDARD DRAWING W109. ASBESTOS CEMENT WATERMAIN 1.N WELDED STEEL WATERMA N l SLEEVE -TO BEAR ON VALVE HOUSING 6 1 VALVE BOX INSTALLATION PFIt STANDARD DRAWING W111. 5 1 VALVE BOX PER STANDARD DRAWING W111. -1 �Bt,1ND FIIIIVCE. VAR i ES I 10 GAGE CEMENT MORTAR L I NED AND CEMENT MORTAR COATED WELDED 5TEEL a v ° ► OR VALVE BONNET. )Ill W 0 1 BLIND FLANS WiTiLL" SCRE)i TAP ANR_P.L.UQ.- a ° -- - 9 1 Fi.AP VALVE, CI.OM F-3012 OR APPROVED EQUAL. 7 1 COMBINATION AIR RELEASE AND VACUUM VALVE APCO NO. 149C OR APPROVED EQUAL. 10 1 to 4' ' 11 1 PAMFKAY VAULT PER STANDARD DRAWING W141. 8 1 411 STANDARD WEIGHT BLACK STEEL 0° STREET ELL. NG W142, NOTES ' 3 PROVIDE. 2" CUT -To -FIT. SHI FI�iNCE'' LOOSE 9 1 till STANDARD WEIGHT BLACK STEEL NIPPLE. 1) BUTTERFLY VALVES $1ALL COMPLY WITH A14WA C-504 WITH SHORT BODY LAYING LENGTH AND 150 PSI RATED WORKING WATER MAiN VALVE PLOWOFF• THRUST BLOCK 10 1 411 STANDARD WEIGHT BLACK STEEL 0° ELL. PRESSURE. VALVES "IIALL BE DRESSER, KENNEDY, MUELLER, PRATT,OR APPROVED EQUAL. VALVES SHALL OPEN WITH r PiYLIt 11 1 AiR VALVE SCREEN PER STANDARD DRAWING W120. COUNTERCLOCKWISE RY)TATION- OF OPERATING NUT. B . PIPE OUTLET WELL RUN OUTLET , zIL SIZE SIZr•. SI7.F SIZE SIZE SIZE D 12 1 --r-AIR VALVE COVER AND COVER PAD PER STANDARD DRAWING W Ow WATERMAIN (INCITES) (INCIIi;S) (INCHES) TYPE (INCHES) (INCHES) (INCITES) (FEET) 1 2) BOLTS SHALL BE STAI•,DARD ILEX HEAD MACHINE PER,- ASTM -307, GRADE "ISI'. HEX NUTS SHALL BE COLD -PRESS SEMI- NOTES Qa 13 I PROVIDE 2 C T=TO•FIT SHIP FLANGE LOOSE I'INI511E0 STEEL PER ?ASTM A-194, GRADE "211". THREADS SHALL BE LUBRICATED WITH GRAPHITE AND OIL. AFTER �� 6 6 6 GATr•. 8 6 6 2 INSTALLATION ALL t(POSED STEi';L SHALL BE FIELD COATED WITH AN APPROVED BITUMASTIC, 0 - 8V B GATE, 0 8 2 INSTALLATION, - 14 - 20 a 0 GATE H a 0 z NOTES( 1) EXTENSION ROD REQUIRED. WHENEVER TOP OF VALVE IS 31 OR MORE BELOW FINISHED GROUND SURFACE. 24 - 30 _ 12 12 BUTTERFLY 12 z 1.2 2.7 , 33 - 42 16 16 BUTTERFLY 16 6 16 3.4 ' 3) VALVE SHALL BE 1AG�ITED SO THAT OPERATOR AND OPERATING NUC ARE SITUATED ON STREET OR EASEMENT WHEN EXTENSION ROD IS REQUIRED, OPERATING NUT SHALL BE 12" BELOW TOP OF TRAFFIC BOX. �• _ REQUIRED LENGTH FOR EXTENSION ROD SHALL BE DETERMINED BY FIELD MEASUREMENT. 1) VARIABLE DIMENSIONS SMALL Be FIELD MFASURED BY CONTRACTOR AND APPROVED BY AGENCY PRIOR TO FABRICATIOti UNLESS N crrl'rERLIi1G SIDE OF VALVE. NOTES SUFFICIENT DIMENSIONS ARF, CONTAINED ON CONSTRUCTION DRAWINGS. FIELD JOINTS MAY BE FLANGED OR WELDED BUT SMALL r 2) EXTENSION ROD SHALL BE ATTACHED TO VALVE OPERATING NUT BY WELDING SMALL BEAD AROUND INSIDE OF NOT PERMANENTLY IMPAIR INTERIOR LiNING OF PIPE. OPERATING NUT CAP 1/2" TO 3/4" IN FROM END. EXTENSION ROD SHALL BE DRIVEN ON OPERATING NUT 2) IF WELDED STEEL VATERMAIiI 15 OTHER TAAiI CEMENT MORTAR LINED AND CEHENT MORTAR COATED, LINING AND COATING FOR 1j PIPE THREADS SHALL 'BE CLEAN AND SEALED WITH APPROVED JOINT COMPOUND. TO PRODUCE A TIGHT FRICTION FIT. BLOWOFF PIPE AND FITTINGS SHALL MATCH WELDED STEEL WATERMAIN UNLESS SPECIFIED OTHERWISE. 3) TRAFFIC BOX COVERS FOR FIRE HYDRANT INSTALLATIONS SHALL BE PAINTED IN' ACCORDANCE WITH THE 3) BOLTS_•S1tAl.L BE STANDARD NEJE HEAD MACHINE PER ASTM A•307, GRADR 'B IIEX NUTS SHALL BE COLD -PRESS sFxt•FlNisiMED 2) EXPOSED PIPING AIR VALVE S STEEL PEI( ASTM A•194. GRADE '211'. BURIED THREADS SMALL BE LUBRICATED WITH GiWRITS AND OIL, THEN COATED WITH F , AIR VALVE COVER, AND AXR 'VALVE SCREEN. EXCEPT 13ASIC PAINTING SPECIFICATIONS. THE FINAL TWO COATS SHALL BE SUNSET YELLOW (RUST-OLEUM NUMBER. BITUMAsm. WIRE CLOTH AND STAINLESS STEEL BANDS, SHALL BE PAINTED IN ACCORDANCE WITH 7745) • 4) Aid. EXPOSED PIPING AND INTERIOR OF VAULT COVER SMALi. BE FIELD PAINTED IN ACCORDANCE WITiI THE BASIC PAINTING BASIC PAINTING SPECIFICATIONS. THE FINAL TWO COATS SHALL BE DESERT TAN SPECIFICATIONS. TILE FINAL IVO COATS SHALL BI FEDERAL SAFETY SLUE (RUST-OLEUM NNBIBFR 923). (KOPPERS NUMBER 111) . • I 51 IrtANCES C LANCE V!T!1 TILE BASIC PIPELINE SPECIFICATIONS. ' BUTTERFLY VALVE VALVE. BOX 4 -I6" BLOWOFF INSTALLATION _ _ 4 AIR VALVE INSTALLATION INSTALLATION MAIN DEPTH 8` OR GREATER INSTALLATION �. STANDARD DRAWING WHO STANDARD DRAWING Wili _ STANDARD DRAWING W116 STANDARD DRAWING W118 REVISION BY DATE RFAEVISION BY DATE REVISION BY DATE REVISION BY DATE �' " ' ��, T 4.J O! `e T A 1 'f ► CALIFORNIA ,DRA11N BY DATE FEssi J.P" ICI Er AS 0 AP. BY _ g F F ATRlc- � PUBLIC WORKS DEPARTNENT REVISED BY LA0. DESCRIPTION DATF.1 BY 1 \ ,r No. 22015 r•+ n i y l s$ d Nr l r t REVISION APP• �• /� / • Exp 9-30-93 �G �!'7 /[. %� j START COMP. ® y as t onod Iry; �HI '-Da t s o. TRACING CONFORMED u ( SCALE, CIVIL 01, G A%.MAP •Ap p r o v e d i/5� 1P* Fake Fontana Standard Sheet - 6210.273PFt 364001 1595 15 -•Aug -90 10-t19 AM / 364001.02-134