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15000 SW 114TH COURT PRESSURE: WATER MAIN SYSTEM 02713-1 1 PART 1 - GENERAL 2 3 CONTRACT CONDITIONS 4 Work of this Section is bound by the General Conditions , Supplementary 5 Conditions , and Division 1 bound herewith in addition to this 6 Specification and accompanying Drawings . 7 8 RELATED WORK SPECIFIED ELSEWHERE 9 Trench Excavation , Pipe Bedding , and Backfill ; Section 02221 . 10 11 WORK BY OTHERS 12 Tigard Water Di strict will inspect , test for potability and apprc..-e 13 water line work . 14 15 PERMIT FEES 16 Include in Contractors ' s costs ten percent ( 10%) of waterline 17 construction costs for district inspections , water loss , overhead , 18 administration , sampling , ect . , and two percent ( 2%) for engineering 19 review, as-built drawings , intersection maps , updating master map , etc . 20 21 COORDINATION 22 Coordinate with other Trades affecting or affected by Work of this 23 Section , 24 Notify Tigard Water District prior to commencing work . 25 26 REGULATORY AGENCY REQUIREMENTS 27 Obtain and pay for ary permits and inspections required by Governing 28 Agencies and Utility Companies . 29 Conform to City of Tigard and Tigard Water District regjirements . 30 31 PRODUCT DELIVERY , STORAGE , AND HANDLING 32 Keep Stored Material out of the way of other Work . 33 Provide Hoisting Equipment where necessary to handle heavy material . 34 Do not drop material . 35 Inspect Pipe , Fittings , and other Material before use to ensure no 36 cracked , broken , or otherwise defective materials are being used . 37 Immediately remove any ,damaged material from jobsite . 38 Protect against damage and intrusion by foreign matter . 39 40 NOTICES 41 Notify Engineer and Governing Authorities prior to covering over Work of 42 this Section , so inspections can be made . 43 44 45 46 47 December 1984 02713-1 Cooper Consultants , Inc . - 77701 Tualatin Development Company ,, �, ria•, - -_ _ � . err ► IIIIIIrirllllll1111111111111111111f11lflllllrlllllllllllllt11t1111111rI11iIItt111 . i' ► 1 1 � 1 1 1 � 1 1 1 � I I I � I � I � I � I � I I i � I � 1 I l I l � l I ` I � l � l � l � l l l � l l l I � I � I � I I � I � 1 1 I I I I I I I � II tll � tll t � wltlr ritltlr NOTE : IF THIS MICROFILMED 2 3 4 - 5 6 7 8 9 10 II 12 �..�.,�.,�. _ .�. DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. --_ - - -- - — — — OE 6Z 82 lZ 9Z SZ bZ EZ ZZ IZ OZ 61 91 p 91 SI bl C1 ZI 11 01 _6 a ---� l-- 9 S b EMAY �►11IIIIIIIII�IIII�IIII�IIr��lrll�llll�llll�llll�llll�llll�llld�1�,11�11�1�11�Iill�l111111►�IIII�IIIIIIILI��ili�llll�l.11111,1,1�III��)IIIIIUi�IJlltit�lll��tlli�iill�IIIIIIIII�III�IIII�Il11IiIII�I�I�I��I.U,�U�1�1�1J1W �111111L1!!1 I I II11 - ± . 1 0 1 990 4 . ".7twr.• � �► w.. ;-ww +�..-..,..._."+�..U..�r-. «�CY:a"°�' 'i.'w:,....... :. .. ...-.. r -+.. ..�...nww��.^ PRESSURE WATER MAIN SYSTEM 02713-2 1 PARD 2 - PRODUCTS 2 -- 3 GENERAL 4 Except as otherwise specified or approved , use only new, full -weight 5 Products which are suitable for intended use . 6 Minimum Working Pressure : 150 psi . 7 Fitting and Valve Connections : Compatible with Pipe and approved by 8 Engineer . 9 10 PIPE AND FITTINGS 11 Material : Ductile Iron conforming to ANSI A21 . 41 (AWWA C151-71 ) "Ductile 12 Iron Pipe Centrifugally Cast in Metal Molds or Sand Lined Molds ." 13 Lining : Cement , and seal coated in accordance with ANSIA21 .4 (AWWA 14 C104) ,, 15 Pipe Lengths : 18 to 20 feet . 16 Joints : Push-on type ; U .S. Pipe Tyton , or approved . 17 Pipe Class : 52 18 Gaskets : Conform to AWWA C111-72. 19 Fittings : 20 Material : Ductile Iron conforr'ning to ANSIA21 . 10 (AWWA C110-71 ) . 21 Lining : Match Pipe . 22 Size and Type : See Drawings . 23 Pressure Rating : 350 psi . 24 Joint Type : Mechanical and conforming to ANSI A-21 . 11 (AWWA C111 ) , 25 unless otherwise shown on Drawings , 26 Joint Lubricant : Contractor ' s choice approved by Engineer. 27 28 SPECIAL FITTINGS 29 Flexible Couplings : 30 Manufacturer : Dresser , or- approved . 31 Sleeve Type : Mechanical gasketed . 32 Size : Fit Pipe . 33 Other Fittings : 34 Suitable for intended use , and approved by Engineer. 35 Provide where shown on Drawings and where necessary for proper 36 completion of System. 37 38 PIPE BEDDING AND BACKFILL 39 Refer to Section 02221 . 40 41 GATE VALVES 42 Type : AWWA C-500, Class 150, unless otherwise noted elsewhere . 43 Test Pressure Rating : 300 psi . 44 4 inches and larger : 45 Type : double disc . , parallel seat , non-rising stem. 46 Body : Iron , 47 Mountings : Bronze December 1984 02713-2. Cooper Consultants , Inc . - 77701 Tualatin Development Company � I � I I I i � I l � l l f l i i f � l l l � lil 11I1 � 1111IIIil � i1 � 1 � 1 � 11 NOTE : IF THIS M ICROF I LME D - �- 2�.�...�...� 3 4 5 6 7 8 9 1�0 11 12 DRAWING IS LESS CLEAR THAN i THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. - -. ._ - -- 0C 62 BZ LZ 92 SZ 11P EZ ZZ 12 OZ 61 91 Ll 91 GI t I E I 21 11 01 6 a 1 9 S b E Z 1 "SII 11111�IIIIIIII�I�III������H�I�t111111F�11111111111i111��11� 1�1���1l1111111�Ii; 111►�111111111IllU�li1LIIIIIIUJ 11ull1u.11uill�� 1�1IL�1111fIi1111111��IW1111�111111u111u�1�u111.!!�1 1111111IIu u1111u111111LU J1111111111111 I In 11111111 11111UU11 In MAY �� 10 , 1990 I - �j.w,�w...n....»_.._-...._..wn,wr.�,.. ,.++.+w•++r.�.5. _..-.r.�.i wt.:Ynn.,, - -..e.s ..v_ .e - .. ww.. ar.+.�+.-._,...................._.._..... ,,,-_..- -... v,r..,._.._.- ._�,_:ter--�.�..._--._,-- -- _ ,-. ... ..._.-...w.�..�- .� ..q..�a,... ,+..iy1�f�"�..++�. yyY�.�f-s.lv.5r. .s- MRwr. aiy�r�. .. iiri.r --- - .'... ....- ,- .., -�......��..rr....� 'f ..,e„"`V. v a. ... .SR-.. '�1""�t.I1Mwr '-•1` — __. .,,.,�,.+n, '�p"+xn'�3-.'fir t .._.... ..._.._-. � ..,� ... PRESSUkE WATER MAIN SYSTEM 02713-3 1 Wedging Surfaces : Bronze 2 Pins and Bolts : Bronze 3 Ends : Cast Iron Mechanical joint drilled or, cored . 4 3 inches and smaller : 5 Body : Brass . 6 Type : Double-disc with rising Stem. 7 Connections : Screwed . 8 Operating Wheels : 9 4 inch and larger Valves : 2 inch Square Operating Tuts or Hand 10 Wheels as required . 11 3 inch and smaller Valves : Manufacturer ' s standard type . 12 Operation : Open by turning left . Cast opening direction Arrow on 13 Gland or Stem Nut . 14 15 BUTTERFLY VALVES 16 Type : AWWA C504, Class 1503 17 Test Pressure Rati ng : 400 psi 18 4 inches and larger : 19 Type : Rubber seated ,, tight closing . 20 Body : Iron ; AST11 A 1 26 C 1 ass B 21 Vane : Iron ; ASTM A48, Class 40 22 Seat : Stainless steel body with Rubber Seat 23 Joint : Mechanical Joint (MJ ) unless shown otherwise on plans . 24 Operator : Traveling Nut , left opening, 2" AWWA Operating Nut . 25 26 VALVE BOXES 27 Material : Cast iron . 28 Type : 2 piece . 29 Minimum Overlap : 8 inches . 30 Minimum Internal Diameter : 5 inches . 31 Cover : Tight -seating with Lugs to prevent traffic dislodgement . 32 Cast the word "WATER" into Lid . 33 Base Section : Size to fit Valve Bonnets . 34 35 FIRE HYDRANTS AND AUXILIARY GATE VALVES 36 Construction and Materials : Comply with AWWA C-502 as amended . 37 Type : Break -away Mueller Centurian or Pacific States , 38 Paint - Yellow 39 Working Pressure : 150 psi . 40 Hydrostatic Pressure : 300 psi . 41 Shut-Off : Compression type . 42 Valve Opening : 5-1/4 inch . 43 Pumper Ports : One 4-1/2 inch NST . 44 Other Ports : Two 2-1/2 inch NST . 45 Connection Size : 6 inch . 46 Seals : "0" Ring Type . 47 Operating Nut Size : 1-1/2 inch , pentagon . December 1984 02713-3 Cooper Consultants , Inc . - 77701 Tualatin Development Company r1 I l l l i l i l l t l l l l i l l i l l l l l l l l i l l 1 r I 1 1 1 1 1 11 1 IfI l l l i l�I 111111 1 IIII1 .,_ _ . _ . _I I I I I I I I I I L, . --... i I I !> I I ( I ( II1I111 IIIIIII III 11 ! III III III t11 Ill III 1 1 1 1 1 1 � III � � II NOTE : IF THIS MICROFILMED �,... 3 4 5 6 7 8 9 ho DRAWING IS LESS CLEAR THAN ------ THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 6Z 9Z LZ 9Z SZ bZ EZ .� . 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PRESSURE WATER MAIN SYSTEM 02713-4 1 Nozzle Threads : Match Tigard Water District ' s existing pattern . 2 3 SPECIAL TOOLS, APPLIANCES , AND LUBRICANT 4 Provide all requi red for joi nti ng assembly . 5 6 OTHER MATERIALS 7 Recommended by Manufacturer and subject to Engineer ' s review and 8 acceptance . 9 Provide all required to complete and make System operational . 10 11 12 PART 3 - EXECUTION 13 14 EXISTING CONDITIONS 15 Verify that surfaces to receive Work specified herein are compacted , 16 complete , and otherwise properly prepared . 17 Prior to starting work notify Contractor of defects requiring 18 correction . 19 Do not start work until conditions are satisfactory . 20 All curbs must be installed prior to water main constructions . 21 22 FIELD MEASUREMENTS 23 System layout on Drawings including Water Main location i s diagrammatic 24 and may not be exact . 25 Verify prior to fabrication . 26 If field measurements differ slightly from Drawing dimensions modify 27 Work as required for accurate fit . If measurements differ substantially 28 notify Engineer prior to fabrication . 29 30 PROTECTING ')THER WORK 31 Protect Work of other Trades against, damage and discoloration caused by 32 work of this Section . 33 34 PIPE BEDDING 35 Refer to Section 02221 . 36 37 PIPE CUTTING 38 Neatly cut Pipes with mechanical Pipe Cutters , Saws , or Abrasive Wheels . 39 Trim cuts with Mechanical Tool designed to maintain and ensure tight fit 40 into Fittings and Bells . 41 42 LAYING AND JOINTING DUCTILE IRON PIPE AND FITTINrAS 443 4 Lower Pipe into Trenches with rope or slings . Do not drop . Verify that Pipe is clean . 45 Make joints in accordance with Manufacturer ' s recommendations . 46 Lubricate and carefully place Gaskets . 47 Draw Pipes and Fittings completely together ; use "Come A Long" where necessary . December 1984 02713-4 Cooper Consultants , Inc . - 77701 Tualatin L)evelopment Company ,.. �....w-a.a� ..',' .:9fat"u'd'F1iPi,:,,:.. :,.Rr a.. r'....• '.a",p.f+-. 7?'4x, ,s....__;,,�:p:; .::.�.:-___.„.._..,�,..,.--+..A.w-, __. _ .. .__.._ .•.,e"""- .` .. Kr�.� .., w1,.-_ '•„". i � i � I � I �� 1 ( � IIIII11 � 1 � ( � � � ( � I1 � i � � � l � llI � III � IIII111 � 1 � 1 � 1 >> � I � III � I � I�i � 111 � 111 �� � 111 � I � 111 � 11 � I111d111 � 111� �11 � 111 � 111I � 11 � 111� 111 � 111I � ( dill ili � il � lil � li ( i � II � II � IoIliili il � � i ( iliJil � i1 . NOTE . IF THIS MICROFILMED 2 3 4 5 6 7 8 9 t o 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 6Z BZ LZ 9Z SZ bZ EZ ZZ 12 OZ 61 B I Ll 91 S1 tb I E I 21 11 01 6 BMA Y 111�111111111�1111�1��1��������1����1�1111l�Illllllll�lllilllll�llll��INl1u111111111��.11►Ii111I1(IIIIJ.UJJJJLIIIiI�II!J,�I�Illu�jlllllt11IU11�tJ11J!,i11101iI1I1111III�11111�I1IlI1IllIIIJl�11!!L1 ` . lug, �1twLwl (ulluil�wl(II� I1011 " 1 • —�11i-- ­%MW"PAW�4--,"- - � 1990 NoNew 1 •e .. #fvi. •"'7tioe.. +.�..._._....yyaw,n,.1�e' "'ecA.1s"�,-'"7l"t':'•-- - _. ....._......�.__._..._ .. • - Y `s PRESSURE WATER MAIN SYSTEM 02713-5 1 THRUST BLOCKS AND ANCHORS 2 Fabricate of Concrete . 3 Provide at the fol 1 owi nc underground Pi pe locati ons , i f any 4 Tees , Bends , Cross. s , and other direction changes . 5 Pipe Size changes and reduces . 6 Pipe Deadends . 7 Valves and Specials . 8 Elsewhere shown on Drawings , 9 10 SETTING VALVES 11 Confirm exact locdtion . 12 Set Valves and Valve Boxes plumb on prepared Beds . 13 14 SETTING FIRE HYDRANTS AND AUXILIARY GATE VALVES 15 Install as shown on Drawings on prepared Base . 16 Set Fire Hydrants pl umb . 17 18 CONNECTIONS TO EXISTING MAINS 19 Provide all necessary Tools , Fittings , and Special Materials . 20 Where existing services muss: be interrupted , notify Owner and affected 21 parties as to date and time duration of interruption . Interruption 22 shall be held to an absolute minimum, and in no case shall it extend 23 beyond normal working hours . 24 25 SERVICE CONNECTIONS 26 locate Tees in Main for future service connections . 27 Reference Tee locations on Curb lines or with survey stakes . 28 29 EXISTING HOUSE CONNECTIONS 30 Notify Residents at least 4 hours prior to interrupting service . 31 Interruptions shall occur only during normal working hours . 32 33 PIPE TESTING 34 Verify that existing Valves are adequate to withstand Testing Pressures . 35 Hold existing Water Supply System interruption to absolute minimum. 36 Test between Gate Valves or Butterly Valves . 37 After filling System with water , repair or replace System Components Lo 38 stop any leakage . 39 Vent Air at all high points . 40 Upon work completion , conduct final tests as follows : 41 Minimum Water Pressure : 150 psi . 42 Minimum Test Duration : 1 hour with a maximum loss of 5 psi . 43 Correct any defects demonstrated by test and retest defective Section . 44 Remove and replace Backfill as necessary for corrective work at no 45 additional cost to Owner. 46 47 December 1984 02713-5 Cooper Consultants , Inc . - 77701 Tualatin Development Company Ir �1 � � I � � II1l111 � 1 l � I � i � ili � rll � l I � � II � � II � III � 1� IIII I ( II 1)111r1I I ( IIIlI I � ill � l I NOTE : IF THIS MICROFILMED �..,.:.... ___ 4 5 6 7 8 9 Q 11 12 DRAWING IS LESS CLEAR THAN � THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL - DRAW I NG. ------- �OE 62 92' LZ 9Z SZ bZ EZ ZZ IZ 0Z 61 BI LI 91 SSI bl EI ZI Ill 01 6 6 L 9 S b E Z I *wift fill III II11IIIIll IIll IIIll I Ill IIII IIII�III�IIIIIIillllill�lllli1�11N11N1�11111111��1-II.�IIIIIillllllu�.1.i1111111��I!l�I,�,MI�I.I�I��u11U111�W.t�1111�1IIIlII1I��IWiI11�I1111t�111i��r�11.�1�1111�1ll�,�11�11111,ttldw�l l�Iw � VIII 10 1990 R _ M PRESSURE WATER, MAIN SYSTEM 02713- 5 1 PIPE DISINFECTION AND FLUSHING 2 After System i nstal l ati on , flush and di si nfect System i n accordance with 3 State Board of Health requirements . 4 Water for this purpose shall be furnished by the Contractor . 5 6 BACKFILLING 7 Refer to Section 02221 . 8 9 PROTECTING COMPLETED WORK 10 Protect against displacement and intrusion by foreign matter . 11 12 PRODUCT CLEA14ING AND REPAIRING 13 Including Work of other Sections , clean , repair and rouch-up , or replace 14 when directed , Products which have been soiled, discolored , or damaged 15 by work of this Section . 16 Remove Debris from Project Site upon completion or sooner , if directed . 17 18 19 20 21 END OF SECTION 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 December 1984 02713-6 Cooper Consultants , Inc . - 77701 Tualatin Development Company II I' t I a. 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LEGEND gc PHASE 3 - _._ -1 r :09 �. ■■ �� �� --- -- -- ----- .. - 000 �C IST I NG N E lr/ I ,Ipi � � �' �`� -•-• -- PROPERTY LINE ---,EX/57-/A/6 - klEMOvE { �REPLQGE Ex/ST/NG AC ANO CONTOURS +8"lel+ WATER LINE BUTTERFLY VALVE CURVE DATA / z `� i �� v � � � \�\ � FIRE HYDR.4Nf 0 ^4.JO i -� ENOCOrUL. --Z_ANlJSe_AP,5 AREA WICURB 4WOMP 1 - WATER METER L 1 90/WAA//TC- 6' X 20 ACeA5 ;jP'dE 40. OE,'A 9w0:,i LENFTH TANEEliT Cko;D :H;p11 RAMS PT, w r 5/pEWLI L/� o F Fl, BE; 6 NOC7 ------------------------------------------------------------------ ----------E--------------- SANITARY SEWER .?;,'S0 1,44,811 74.A30 143..33 N1/ Ii, 17.4,w 4'7°,,177 5:62710 - - - SCWER LATERALS (4" UNLESS I"�PHASE 2 :ot.3'I 73.7x1 �� 7+ < , � � d,•� C-2 26 19 34 37.,,5 ,.?bl 413 C5 56E 5,•00.456 .1.1..11 OTHERWISE NOTED) 2+g C-' �6 �b ^8 ^ 0 71.'E1 37,8S.6 t3.731 IS 0^ . . .,1?1/6'Q� PHASE 1 48''1.90 , I Zf9S•6� ` 3 7 i-4 5 ;7 16 657,'41 o4. 4c '1.'71 64;x]0 N 2 1: 44,^TiE `366,127 woOo, 187 IZ"SD- STORM DRAIN \. 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SANITARY SEWER PROFILES - K & N LINE`, �v SURFACE GRADES; NOT TOP OF CURB. 14. SANITARY _EWER PROF#iLE F , D, FB, S LINES / 15. STORM DRAIN PROFILES BB & KB & JJ LINES 4. ALL CURB RETURNS ARE 4.0' RADIUS UNLESS OTHERWISE NOTED. 16. STORM DRAIN PROFILES FF - BB - KB Q� - - - 5. PRIVATE ROADWAYS ARE TYPICALLY 24 ' WIDE PAVEMENT . 17. STORM DRAIN PROFILES K LL MM < 18. DETAIL SHEET 6. DIMENSIONS ARE TO FACE Of CURB AT TOP OF CURB WHLRE APPLICABLE . 19. DETAIL SHEET 37 i .u..�.,� .�ec� yam. '�4...;. -`•eT-�; I'I'1'X111111'I'1'I'1'�'1'I'1'I'IIIIIIIIIIIIIIIIIIIIIIIIII�l�11111�1111111�'1'�I�I�IIIIIIIIII�IIIIIIIIIIIIIIIII1111111�111111111111111III+IIIIIIIIIilllillllll1111111111111111iillll�lllllillll w.. / ---�..__ . 8 10 I I NOTE: Ir THIS MIGROFILMED ► -.....� I . 2 3 4 5 6 7 9 12 DRAWING IS LESS CLEAR THAN ----�► THIS NOTICE, IT IS DUE TO THE QUALI'Y OF THE ORIGINAL I ' DRAWING. - - --- 1 OE 6Z 82 a 9Z SZ 1~Z EZ ZZ IZ OZ 61 81 LI 91 SI bl EI Z 11 01 6 9 L 9 S b E Z lar■i�. 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