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Special Provisions to Standard Specifications for Public Wor
CITY OF HUNTINGTON BEACH MEETING DATE: July 6, 1999 DEPARTMENT ID NUMBER: PW-99-35 Council/Agency Meeting Held: Deferred/Continued to: 10 pro ed Co:2ionall Approved ❑ Denied 49a City Clerk's Signat e Council Meeting Date: July 6, 1999 Department ID Number: PW-99-35 CITY OF HUNTINGTON BEACH REQUEST FOR ACTION jg SUBMITTED TO: HONORABLE MAYOR AND CITY COUNCIL MEMBERS n -< SUBMITTED BY: RAY SILVER, City Administrator PREPARED BY: BERT F. BEARDSLEY, Director of Public WorksC-) L,J O SUBJECT: ADOPT THE REVISED WATER STANDARDS I Statement of Issue,Funding Source,Recommended Action,Alternative Action(s),Analysis,Environmental Status,Attachment(s) Statement of Issue: The Department of Public Works requests that the recently revised Special Provisions to Standard Specifications for Public Works for Construction of Water Mains and Appurtenances (Water Standards) be adopted by City Council, in accordance with Chapter 12.10 of the City's Municipal Code. Funding Source: Not applicable. Recommended Action: Motion to: 1. Recommend that City Council adopt the Special Provisions to Standard Specifications for Public Works for Construction of Water Mains and Appurtenances revised June 1999. Alternative Action(s): 1. Do not adopt the Special Provisions to Standard Specifications for Public Work_s_ Construction for of Water Mains and Appurtenances. 34667 G' I RCA-WATER STANDARDS ADOPTION -2- 06/24/99 9:35 AM REQUEST FOR ACTION MEETING DATE: July 6, 1999 DEPARTMENT ID NUMBER: PW-99-35 Alternative Action(s): Continued If the revised Water Division Standards are not adopted, the development community will continue to reference outdated standards, which could result in confusion and additional expense. Analysis: The Water Standards provide administrative procedures, construction methods and material requirements for the construction of public water mains and appurtenances. The intent is to provide just, equitable, objective and practicable standards relevant to the current water industry and to address the specific needs for design and construction, thereby providing clarity and eliminating confusion. These Standards are a living and dynamic document that may undergo periodic changes and revisions, in keeping with industry standards. The Water Standards have undergone periodic modification and changes over recent years, but have not undergone a total revision since 1989. Amendments and modifications to the standards have been issued periodically to address specific issues, but the entire document has not been formally revised and adopted by City Council. For those designers, contractors, and City staff who utilize these standards, this can lead to confusion and additional expense as corrections are made to plans that unknowingly disregard changes from the published standards. The revised Standards have been developed with input from many sources, to reflect changes in the industry, to incorporate needed clarifications and modifications, and to improve the clarity and intent of specific requirements. These revised Standards will replace those last revised in 1989 for use by all customers of the City. Chapter 12.10 of the Huntington Beach Municipal Code allows for City Council adoption of these Standard Plans, and authorizes the Director of Public Works, or his duly appointed representative to enforce these Standards and amend them hereafter. Public Works Commission Review: The Commission reviewed and recommended that City Council adopt the Special Provisions to Standard Specifications for Public Works for Construction of Water Mains and Appurtenances on April 17, 1999 by a vote of 4-0 (Absent — Johnson, Piechota, Smith). Attachment(s)• NumberCity Clerk's Page Description The Standard Specifications for Public Works for Construction of Water Mains and 1 Appurtenances RCA Author: Debbie DeBow, DMD:jm-34667 RCA-WATER STANDARDS ADOPTION -3- 06/24/99 3:33 PM g � r+�- ,� �� � 6� _ -�� � �" �z �, ._.W ,� ;, ,� � �..t ,sue �__! � J � 3" k <,"� ; ��, ��, `�` ,� ux ;max ?�— ! � - �;..�, ,�<c,„' `�k�.� z.- ``� �.' � ;.�,�` r�,' .� �._ RCA ROUTING SHEET INITIATING DEPARTMENT: PUBLIC WORKS SUBJECT: ADOPT THE REVISED WATER STANDARDS COUNCIL MEETING DATE: July 6, 1999 RCA ATTACHMENTS STATUS' Ordinance (w/exhibits & legislative draft if applicable) Not Applicable Resolution (w/exhibits & legislative draft if applicable) Not Applicable Tract Map, Location Map and/or other Exhibits Not Applicable Contract/Agreement (w/exhibits if applicable) (Signed in full by the City Attorney) Not Applicable Subleases, Third Party Agreements, etc. (Approved as to form by City Attorney) Not Applicable Certificates of Insurance (Approved by the City Attorney) Not Applicable Financial Impact Statement (Unbudget, over $5,000) Not Applicable Bonds (if applicable) Not Applicable Staff Report (If applicable) Attached Commission, Board or Committee Report (If applicable) Not Applicable Findings/Conditions for Approval and/or Denial Not Applicable ... . �::EXPLANATIOWFOR MISSINGATTACHMENTS.. REVIEWED RETURNED FORWARDED; Administrative Staff ( s✓' ) ( ) Assistant City Administrator (Initial) ( ) ( ) City Administrator (Initial) ( ) ( azald ) City Clerk ( ) EXPLANATION FOR RETURN OF ITEM. Space . Only) RCA Author: Tom Rulla:Debbie DeBow WATER DIVISION STANDARDS XT Ora CITY OF HUNTIN6TON BEACH DEPARTMENT OF PUBLIC WORKS CITY OF HUNTINGTON BEACH DEPARTMENT OF PUBLIC WORKS WATER DIVISION SPECIAL PROVISIONS TO STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ` L CITY OF HUNTINGTON BEACH FOR CONSTRUCTION OF WATER MAINS AND APPURTENANCES Effective July 1999 r Approved by Robert E. Eichblatt City Engineer 35256 1 5 Mel ' }>x;xx :.x,,<,.w ramT twL 3;4;. 3i,�' ' #) '` X.�.^a''���ts 1•�+;i.;'\;i:{r.uc 'o int ...�rsu..:/.., �9"�a � L: � ::::.�( n: y.}Q£# is ::»ttf�'�>k :.,�y. now ..` �J9�i � °�y` �, �,✓ r#,tea �f, "f0:# .,. 00701 General Conditions `,�> ,�;� .;, ,�"�'><F��:•:k<+ ;max„ 2:=.§. � i:,;»+,: ;;,fi. �':t- .mt:; ;:�f,3 ::E hs,,; :(.+.g#fia„'•f'":,si,,:,: Sk'S` is?:.'#et: ` aS:£` 'G,..,,,Y:::;2; s;tE 2 Authority of Water Division00727 Inspectors01311 Coordination E`•,Y,•,:\a.'.sa'6s�'1:��j�s�r �r :#>€+iY :kfi::.s£}'a254 _ It"'�`�'�'F\'�\',t�..:t�ntEh "i c t: >''\Yat •.;z.; #:::;3#>. s`?i3^:x "t:`<.?.'.t:.:;,tii?tnEE:c^ .:a..,01330 Submittal Procedures Qual.�'{[.y�Requirements Re "'/ 9 i#3'£;;,'�,.',•» '^.3;Y## f:SN%:>t+.#� LH:,:.: if�f,. :.khaCi§x r',yT ,,yx "L�fc,) :.:yt• ::._,v'Y.2..;;+,�>,k:>TT/�.F<.,h: :' .:§.::i'''` L,ti .ik, .:th Yy �." st .xi\ ..'yr Basic Product .#,:;::vx5 ;. 01610 ,::�;�" Requirements 01630 Product Substitution ;'/,M,,? a... •,:�'�'o'.f.a na .'Q Procedures ..��;;�« :�3f�. a; .S.F�>f"•` na�t;§>< �n.�;. >�'.. :�,, �,..� r>� > Product Delive a •�r Storage 9 ,a...,„..#" ��•;. n3:yh;tY>.:' ;:;::.'::::r a?�ER �. -aa,. and Handling Requirements �f `s. t+a3:.;:�sya?.i.�•h... ..h..; :<tkcs> 2x�' :':i' Execution Requirements 0 )a?..jt( �.n;2..) )u'>i bkL:Ap. „•+a,s.ki]'�F :E#:s::a:lj,.s„�;:..:(;.�,�/01700 ,�;�:;�:sa:.>� :r:�°x;•r�s k' ;�<.;sa��3 »:.:t:.>�,.: 1'r•.:iz;.„fit ;x:?3::..�'.:.>'<.4qyy.. ,,((��fy�#.... �'.>., :h,<:: 01724 ProtectingExisting Utilities 9 Cleaning and Final 01740 a.. a Cleaning 01770 aa�� Closeout Procedures <, :<..,,.a�^.i;`: �. ,:..h.;:<:;:.... ,5.:,, .,...x::::k<.�a., �;=?,Y.�:>:::: Y'.a. I �\\�.`:Fk#.,^+:.,£a"\�:.�`),.. k:>....._,,,:.;t. " a:>,5 :;2 k:::#(`i:'..$ ik:.f �..t y�3` "�f. �tp'.�r �x. os,",,byk<.."z<:;}>3T�'xh.�3;.x5.:>)y�::>-i>c>.�?cs� `�"3>' �:':2.rS§T# f:: £y ?:�€�''+ 01780 Closeout Submittals „>•a>">, .+`, ,an,E£$:.; r.Y„ in:'\r:, +3;i;�;f ', ..FL�..:,G„::;' � #\'r .zR:` Operating and Maintenance ax, ;,�kx:53;:.i� ks` ,fit'}����€.:• +.�<:»:��#x��'; ;t' _� 01783 .x.:l. :k;�`: 'w.h,�A:k;i t.t•. S:.A,. +.:: tom."^ .Y »,,,» .:rl•.�;.,,�� .»ash'<.. s.t>Y. �,Ek.. tr:#:' 's9i;/+if"£'�<"�'"` `y:ks::y ,.<3:::::n ,��.. Data ?::\>`'..�'i',..,.>:;,.n,.,::> ;•~v>::::.,t'i1: ia� .:fax fs`�.:sx,xn�»e#><j:<.y l: \.�,::.�'a.$n xn�3k.,n 01787 Product Warranties 02060 <^'\\\..k�kJ.;::2 y.' ?'.kRt,Zr.`: 1}..:.,kC �>:ty�:#W>,� >E.>.:;. s�iY.>?.i;sfgidX?t"Eii?#. >.\•.? :<<.T`_.;"' ',ko- �``,rx�'`.%».��'`>k:.<.2,tr v:.'rii: :3'G. ,C''s';+;:�_•. 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E?'.: 02085.3 Air and Vacuum Valves y 2»w»}:i?`#sy,£.;}'xai`#>`L° •;J,t K} ) i$ :,,3 Dt' ytr z n y, y, y ) 8a `teary+ 0, s 02085.4 k:\e Butt rfl y Valves #,-1 /%TK %'>r/1.+:/'�t< :F"•sa. a T ''t'.'<\�.a�`i»'� L#`� � y„4\ � ...:�E"n.:c,;`S:S,r�.:aYS:�; „i�: Resilient Seated Gate and 020e5.9ill WI \ s tndud@s fkeaikaiitSe�ted�at��dF �atxa&4���1�'andtat Tapping Valves 4".12" y }3 } x. \)a ....�fS,�t.s .'✓..z.;`s." a<}...r9,T..;.:;k<ssz"LF 4.:vT,63GY'"xs:#EE:i"»`ifE#:'Ct +tE;:.i,✓_;:" s »++.t»ty:."::c:trf DL.F: :.1:t3», ..).,` ::. :k tl:f,.. ✓:< ......: :9�''..`:),i.�.:n..:.:.......rrr:nx::...,..th.:.t:e:n;....`.�:�,x�,:,yf.::.x:.n..... ;t£.. }..�:.:>.::r::':''.:,�i� 02087.1 Reduced Pressure Principle sxxx ryas� � £ F� Devices n.ki:G;.a>..,5's,`i,�t +'..,. ;:.3Wa•5 £ix.: Eitt.:<o; ;'x>' ;. ::i#:£2;.::w':..ts: Double Check Valve :iyfy:#. „tikkhf tk;;.'::iiu;i'•.�".:s+))'�'�""f•'t;C£ s.;af'.q:%:Fi�rt'3,.;:#:§da.Air#r"i$:3k�y..;u.� 02087.2 Backflow Prevention . Ei::�:o: �:kgtE>:�:xaf+,:., :.xav'�;;>z;:§`"',?ikr"�iv)x-� »2+Ff�• :,s::;, `',�'�;,s:. Assembl Y hE.� <?'#.» t:iYE�a .y,�a:.,¢i2\§',a#Lt^£"k:sF✓..;'':• ors .i 1.v x.c:2.,i�.. s And Ex ansion P 9 P 0. Joints w n.. i .: ...^.I5:.3,:£ \.:>:a:Rr; ,t<s,czta:::<:::tt:..y'. .��."'.7:..a�si;�Ef#if<�.^: � �S.a..i;.r..:x:.�..«?iS'su.»xr^.t:s>+r.'::.:"?'.t.• AbandonmentConduits, of ��;,, _<;x �� � tifx.� ` •ss # 02224 Pipe and Structures £��§'t�^ttthi�✓i3. >�.vvYF.�:��f. ai .�`Q..f�t/.7.:.., "L'�, � �,�' �:ttiko�;yYv\..,3:4^. f .ter, ;£z..<:�sa"4n'{.'u �r•`�.`�'.: ���:.t.s> <.�,' ::,,..�::.�`�...,:,.�Y.::.ag`::>,:if:�Ff>�»,..r,r.<"'�'::it'..::.a..,.,:... 3 s .'; :.k .:' 02 21 Trenching �'a�€�.. ai, ct�fes'L '<: ';; _• xi;:AfY :.v .,.,.`.,.»'k l4\`� a �,•'� �.. .��`,i5`;� .->32:i.. r�u ,_.K a: ...�£#.°i<::' •�`�44��,,,, �: �@"��: •;:��;�'�'t� 'i"y'sx. E:�'Vic, Excavating,Backfilling and 02323 Compacting for Structures t;v:i#i.fi�F hQ•93:\.. l> tt"rr.. S.'£iC'xt4in:" k,.!.':):v:'i'.,,..; ,r�}' a;�;3'k.?i..o;i3#,;i `b",;.a�'�.'�>:; .:,�:;s'41?�'<;n��,;: ,:�:..?r,:t zA;•• >::vE.. .;:f3.��:,;r,.. ,...3'ay#:Ct3;,;rt'�.'.�`».x»`v;.?x:a"v...'"'�.. 7',ig�»k..,»q.�>...a..g:^«.i`.4.o'•vSH',u'>-isa.``'kr,�^`'t>:ri�°'E:i C :t5�,�3i.1•:t,.�<::<::r�."C n ....c,.;:. t�c,v':»St'�`::b'#;iizz .3: ;:.a, �f`*,t `�:� 02445 Conduits Boring or Jacking � ;� '�� .,.• � . 9 9 ��tni'.IEId'ee.1e'l�i�eFBt3E�S`RO�arsfs@t�Cu€it41n�'I?IP)rlS�fg'� 02510.1 Ductile Iron Pipe tlnior \1sOtOfiarfEs,lraS� Ye�e�F.n ....�:�If!I.N.W.� , .........h.. .:r.�»:..»A.xj: -..., ....,.:,.,.r.n>::.yyn»,,:::.;:?:,,:;t:.;::::'..`.'.':::. ,. :,..»v.;.:a.>. i..o........ ::;aiK'G.`>. »'�',:.E4�)�.:y5';;R» v:::;V�`N:4#� .»�a»:.3��C'�%�;��l�y`yk:•iu��:E:yak:Jq ,lt :t.a .,.\fS�K.xx�.:,E:Y::.;. �.1:,: t,.�a\,:::ti�(J� ..�...J �..S\e r.:,k,3 .t'.ix ':7:Hi.u. :.:�': .a, >. f•`.. 02510.2 Fabricated Steel Water Pipe -'t« ,,.� ^�;i=,' ��>�x,. tk>�>.k:�Y;�;..�:>z:' '%k#::�: •`'�E» �` :M.iisE<yx/�a' E:ez�. ::,,c, c><�• t!ri'' a,3..t3a:..»t,,,;:::r;. ,:# `: '?# „'azr.:# ;�>�;E:S,;.O xY.�3:a 'i3w14�:$�F�:`n.�3:?f<;;.'w' �.r,>.?s,.,u.: x;'i•�k,k;'ac,...t<::4F:fn` i.C, Underground Service LineY, itSetlte & ,Epe,,iIfrlfes `,. 1 .;& ' 02510.8 Valves and Fittings Meier FJaes��'a">1x «4 r `h'� tih" " nglatkd�ec E6nga ; <,t. ..3.. ^^. .,..,.. 02510.9 z u z yrii" u i PVC Distribution Pipe 02513 Hydrants '.xEi:e':,:...�5%33„'��3.=.s,;•<;.;2'..�..i'ac���..;:x;t.s:<a,�.,._.; .::t..�'$..;:...aai::;a¢;�;;;;;:;.ar<.::;;.:t?k?;;.»;,.`.,.;» ;;3,fik.'.»'�%: '!,a 02515.1 Connections to Existing x k i. f, 'C_�� vtkE;iL."•A1 x. r4 C 4 >E i�y`'3'v.� bgA;J, = r Pipelines 02518 �• ,ate, ='�:" ..k##?>:> Disinfection of Water €, ... r x=aY: Distribution M k. 'E~k;xt0 vF�af; .S x::3xr; nJ�s i:33k Fxfi; sa Pressure Testing of >'""_ ^"""`> •> "' ' <•{:: 02517 "ae�a •a a: "�::3::3:::?::3;2:'c>'s:xaz»,.::3':`::.>aro>5„>> ;aa»�' ...0 a:.. ;r ,<�{i. Pipelines ;:a.:.x...,:...:.q.:.�,.,A.» k:Y:Q:.,,i:....:...{7..�.r.n:'..y.,»;.:;.:.•�::':.f::.:ti....<..'<...n.'.:-.:..1:l...�..i.....�. Y..:.:....i:.;...:»..<:q3..:.;:Y>:;a:. ."u:....;:gi.;;:n;�': <,..,k.a......,r,.. 3,.:::;i,Y f .;>.; >> ..:02530 9 PVC SCi 80 Pipe N o.•ma:'Ys , J. a•4 02785.1 Slurry Seal t >:::s?:f::f:,kti:•' sizz,> i.x. 0310o Concrete Forms and fncludesIfatersEops;�stonandCsintrae5en.tomts i�remoldedJa�nt0ter` µ x'y` 7z^ ,';. a Accessories dY s k i. ?11 VIAJV VFWtI{4 \ 1j3 h 1 YL� <A ,4a S .a;�;;x»a i`' Y k,m3�� ' 03200 Concrete Reinforcement 03300 Cast in Place Concrete E# . 03481 Precast Concrete Vaults C ere �i ....... ..... .x. ,•Y. s' 09913 Identification Systems ..�:i.:. :�;�, ,.:::.:. <:>�4� ,.:�:�• Fusion Bonded E .��?.:. 8 998 .1 12 Linings and Coatings 3�:tt::,.:�f><.»Y,t�'»?Wr;;::�txt•t>i��.< <Yk?<, k. 09970Coatings or Steel f U:Ri#t a` xkri a";�fE, H c:## •x .:: Coatings for Con r t �_'>:> Hai si;:::: , YJ fr srfEa fix .�,' 09980 Mason €�f<,..r. SECTION 00701 GENERAL CONDITIONS PART 1 GENERAL 1.01 INCLUSION OF CITY STANDARDS WITHIN CONTRACT DOCUMENTS A. All construction performed for acceptance by the City of Huntington Beach Water Division shall Incorporate these Standards and Specifications as part of the Contract Documents as if the same were included within the Contract Documents issued to the Contractor by the Developer. Failure by the Developer to include these Standards as part of his Contract Documents issued to the Contractor shall not relieve the Developer from responsibility for performance complying with these Contract Documents. 1.02 WORK INCLUDED A. Adopted Specifications and Drawings,Authority of Engineer of the City Water Division 1.03 REFERENCE STANDARDS A. The City's published Standard Details and Specifications include published standards of both the Public Works Engineering Division and the Water Division. These documents shall take precedence over the "Standard Specifications for Public Works Construction." B The"Standard Specifications for Public Works Construction" or"Greenbook Standards" and the "Standard Plans for Public Works Construction" which are written and promulgated by the Joint Cooperative Committee of the Southern California Chapter American Public Works Association and Southern California Districts Associated General Contractors of California, and .which are hereinafter referred to as the "Standard Specifications," are hereby adopted as part of these Standards. Copies of these documents, may be obtained at the BNI Books Division of Building News, Incorporated, 1612 S. Clementine Street,Anaheim, California 92802 Phone 1-(800) 873-6397. C. AWWA Standards published by the American Water Works Association, Inc. 6666 West Quincy Avenue, Denver, Colorado 80235 are hereby adopted- as part of these Contract Documents as reference specifications. D. ' Referenced documents shall include all revisions, amendments, supplements or addenda issued on or before the date the permit was issued. Precedence of reference standards shall be in the order listed on the specifications. E. The Engineer of the Water Division acting for the Water Operations Manager and through the Water Division Inspectors shall decide any and all questions arising over 14 • quality and acceptability of materials furnished • quality of work performed • manner of performance • rate of progress of the work • interpretation of plans and specifications • final acceptance of completion of contracts • claims and compensation. 00701/FEB99/DJP 00701 PART 2 PRODUCTS A. Standards listed as "Materials Specification References" in the various sections of these contract documents are hereby incorporated into this specification by reference. PART 3 EXECUTION A. Standards listed as Materials or Installation Specification References in the various sections of these contract documents are hereby incorporated into this specification by reference. END OF SECTION i r 00701/FE8991DJP v 00701 SECTION i00727. ... :;.. AUTHORITY OF.WATF.R DIVISION INS PART1 GENERAL 1.01 SUBMITTALS A Submit number of copies of required submittals as follows. Plana& tretallaUon CJAM :'s s ManuYecturee Cheats aF t rpaw�n� 9hoA Rrowkga Catalog Data Sfetemett[af Spec�ficgt(ona: Invhutiagns fnstn Co�Pli4nee akutaaw+s. . ..: ftsSCeMib01lY`': 5 co ies 5 co ies 5 copies 1 2 copies I 2 co ies 2 copies 2 copies 2 copies 1.02 ACCESS AND NOTIFICATION REQUIREMENTS A City Water Division Inspectors will serve as authorized agents and representatives of the City Water Division Engineer. B Provide access to City Water Division Inspectors at all times for inspecting work in progress and delivered materials. B Review traffic control plan with City Water Division Inspectors prior to setup and before beginning work. C Notify Water Division(714)536-5921 at least 48 hours before time of desired inspection. D Do not cover or bury work prior to Inspection. Work covered or backfilled prior to Inspection shall be uncovered for Inspection. Photographs will not be accepted in lieu of visual Inspection. 1.03 DEFECTIVE WORK A Work or materials not complying with Contract Documents shall be immediately removed from the jobsite. B City Water Division Inspectors shall have authority to suspend work wholly or in part for Contractor's failure to comply with Contract Documents or orders of inspectors. 1.04 INSUFFICIENT FORCES A City Water Division Inspector may postpone or reschedule any operation if for any reason he believes the contractor is not properly prepared with competent personnel,equipment or materials to proceed with the work. PART2 PRODUCTS i 2.01 MATERIALS A Maferials;S : ifioatronRefeieneeaa>si's'€ City of Huntington Beach Water Division Standards B City Water Division Inspectors may reject any unsuitable work and/or materials notwithstanding the fact that non- complying work and/or materials have previously been overlooked. PART 3 EXECUTION 3.01 INSTALLATION A Installation S . ification Reference € Standard Specifications for Public Works Construction Section 2.11 B Final Inspection Checklist General All phases of job completed in accordance with approved &signed Cont ct ocume s. Record drawings submitted on Mylar(4 mil). Easements obtained and recorded. Jobsite is clean and free of Contractors equipment and materials. Abandonment Waterlines abandoned properly. Water Mains Backfill has passed compaction test. Pavement properly patched. Lines have passed pressure test. Disinfection completed. Flushing completed. Bacteriological testing. Valves All valve boxes raised to finish grade. Debris cleaned from valve cans. Repatchingds completed. Reference measurements on valves delivered to inspector. Valves shall be marked with'W'on plans. Services No splices in service lines. Right angle meter stops properly positioned. Meter boxes properly positioned and raised to grade. Meters installed properly per Standard Plans. Fire Hydrants Fire hydrants raised to proper grade. Fire hydrants vertical. Fire hydrants painted appropriate color. Concrete pad poured. Flow test results submitted to inspector. 23aun9 ... ... 00727 <: »>. PART1 GENERAL 1.01 PERMITS A Before construction,Contractor shall obtain,pay for and comply with required permits,licenses,work permits and authorizations from appropriate agencies including the following. State and Federal Permits Local Permits ACeltty=. Permit Statue,: . AQentty. Contractor to City of Huntington Required only for Cal OSHA Excavation pennit obtain Beach Building perm[ buried or above ground structures. California Division Selst Pa.* Tem Cant to City of Huntington Contractor to of industrial Safety y obtain Beach porary eonstruetlon eoenrent ' obtain Santa Ana Regional NPOES discharge permh for discharge Requited for work Water Oualit durin dewmarin stonnwater Contractor to City of Huntington Y g g' obtain Beach Encroachment permit In City Flight of C Indisinfection Required ion wotk CIty of Huntington - Not valid until aft m Crisman Eneroaehrnen[parmlt In Caltrans Poeht of Beach Trench PortNt Underground City of Huntington TnafRc PorrNt In City flight of Beach 1.02 CITY SALES TAX Orange County Flood Encroachment pannit Required ion work Control District A City sales tax shall not be waived cant—ftn''horn° Contractor to dry&City of Badness Ileonaa 1.03 NOTIFICATION Huntington Beach obtain A Provide the following advance notification to the followiril 1 agencies andpersons. Apan arpersorf ;.'... "- Event �"" k`„ .;':._7elephone i ortact.pereon,p}.plvlelofie : ....... ........ ......._ ......: Underground Service Alert Prior to any excavation E72 8 hre 1-800.422-4133 City of Huntington Beach Water Required construction inspection8 his 714.636.6621 Frank Ellison • Division Ruben Rosales City of Huntington Beach Water Start of construction8 hre 714.636.6921 Frank 611son Division Ruben Rosales Cityof Huntington Beach Disruption of streets of traffic8 hrs 714-376-6040 John Tarvin Cityof Huntington Beach Disruption of sewer facilities8 hre 714.376.6064 Jar Dilks Southern California Edison Disruption of buried facilities2 hrs 373.2624 Donald Smith The Gas CompanyDisruption of buried facilities his 634.3133 Bill Barnes GTE Disruption of buried facilities 72 hrs 373.2024 Donald Smith Paragon Cable Disruption of buried facilities 72 hre 996.6666 Mike Bogner Note:These numbers are provided as convinces addition notifications maybe require at contractors desecration B Do not begin work until Water Division has approved Contractors schedule,traffic control plans,haul routes and permits. C Do not operate valves or utility equipment or shut down utilities without prior written authorization of utility owner. D Coordinate with Water Division Inspector regarding time and place of tie-ins. E Direct all project communication with City Water Division through City Water Division Inspectors. F Full time daily Inspection will not be provided. Submit schedule of required Inspections for key items such as formwork, steel,receipt of construction materials and other items deemed by Water Division to require inspection. 1.04 COORDINATION WITH UTILITIES A Obtain and comply with service requirements from public utilities for water, sewer, gas, power, telephone,telemeter Pay service charges of utilities, including charges for trenching, piping, conduit, cables, boxes, metering, grounding a B Coordinate as required with the following utilities. - Advalrca rmdca - ...... .. <Aeensy lltthbes; Telephone Contact peraoR City of Huntington Beach sewer,storm drain,street lights 48 hre 636.6431 nary Harrison.Utility Inspector GTE telephone 72 hrs 373.2024 Donald Smith Southern California Edison electric power 72 hrs 896.0247 Chuck McKlmmey Southern California Water Co water pipelines 72 hrs 627.2118 Stan The Gas Company as transmission 72 hn 634-3133 Bill Barnes Paragon Cable cable television 72 Mike ga6-e6ae Mlke Bogner Oil Companies oil Pipelines 72 hrs 1.05 COORDINATION WITH CITY A Submit written details and reasons for proposed deviations from Contract Documents and Standards. Do not deviate from Contract Documents and Standards until receipt of written authorization. B If Contractor fails to comply with a request of Inspector,and it Is necessary for Water Division forces to do work that is Contractors responsibility,City water division will bill Contractor,and the job will not be finaled until the bill is paid by the developer or his contractor. Each incident requiring work by City's forces will be covered by a separate billing. 1.06 COORDINATION BETWEEN CONTRACTORS A Coordinate in advance with other contractors to interface with minimum cost and time delay for all. City is not responsible for losses or delays due to failure of other contractors to coordinate or cooperate with the contractor. 231un 9t! :€: 01311 SECTION 01330 SUBMITTAL PROCEDURES PART1 GENERAL 1.01 WORK INCLUDED A. General procedures and requirements for submittals, initial submittal, submittals required on Water Division Inspector's request, progress reports, shop drawings, product data and samples, notification of affected residences and businesses, and submittal forms. B This section supplements and is added to the following Greenbook Standard Specifications. Section 2-5.3 Shop Drawings and Submittals 1.02 RELATED WORK A. Section 01400 Quality Requirements B. Section 01630 Project Substitution Procedures . C. Section 01780 Closeout Submittals ` 1.03 SUBMITTALS A. Submit 5 copies of submittals unless otherwise stated. Two copies will be returned to the Contractor. B. Provide submittals necessary to prosecute Work as required by Contract Documents. Engineer's review of Shop Drawings shall not release Contractor from responsibility for deviations from City requirements documented herein, nor for the accuracy of submittals, nor for proper fitting and construction of Work, nor for the furnishing of Work or products required for a complete installation and not shown on submittal, nor for coordination of work between trades, nor for compliance with governing codes, standards and regulations. Review of submittals will indicate only that the general method of construction is satisfactory for the application or location at which it Is intended. Review of submittals shall constitute review of the specific subject matter and intended application or location for which the submittal was made, and of no other structure, product, or apparatus nor other application or location shown on the submittal. When no exceptions are noted on a submittal that substantially deviates from Contract Documents or City Standards, approval of these deviations, if given, will be evidenced only by written documentation. C. Check and approve submittals to determine that they comply with requirements of the Contract Documents before transmitting them to Water Division Inspectors for review. Do not submit submittals that are incomplete or do not comply with Contract Documents. D. Coordinate location and dimensions of items shown in submittals so that location conflicts are eliminated. E. Do not begin portions of Work requiring a submittal until submittal has been reviewed and returned stamped "NO EXCEPTION TAKEN" or"MAKE CORRECTIONS NOTED" by Engineer. Keep a copy of. each returned submittal in good order at the site and available to Water Division Inspectors. Acceptance of delivery of products prior to receipt of Engineer's satisfactory return of applicable Submittals shall be at Contractor's risk. 01330/FEB99/DP 01330-1 F. Contractor's submittal form (included in this section) shall be completed and submitted as a separate form for each submittal number. Submittals without completed Contractor's submittal form attached to each copy of each submittal listed in Schedule of Submittals will be returned without review and stamped "REJECTED". G. Exceptions and departures from Contract Documents and City Standards shall be clearly noted, along with justifications for each exception or departure. Otherwise, review of submittals shall not constitute acceptance of exceptions or departures. Overlooked errors do not grant the Contractor license to proceed in error. The requirements of the Contract Documents shall supercede any shop drawings. H. Stock or standard drawings not included in the contract documents will not be accepted for review unless full identification and supplementary information is shown thereon in ink or typewritten form. I. Review of submittals shall proceed as follows: 1. Submit specified quantity of complete submittals together with Contractor's submittal forms to Water Division Inspectors for review. Fold submittals to approximately 9 inche§ by 12 inches. 2. Submittals will be stamped "NO EXCEPTION TAKEN", "MAKE CORRECTIONS NOTED", "REVISE AND RESUBMIT", or"REJECTED". Two copies with submittal review (included in this section) letter will be returned to Contractor. 3. If drawing or data is stamped 'REVISE AND RESUBMIT", or 'REJECTED", make necessary corrections and resubmit documents as required in Instruction 1. Contractor's submittal form .transmitting revised documents shall show that documents comprise a resubmittal. Revisions and resubmittals shall be numbered as Revision#1, Revision#2, or as appropriate. 4. If changes other than those noted by City are made on a submittal before resubmittal, note such changes on resubmittal. 5. Revise and resubmit submittals as required, until confirmation of compliance is obtained. J. Allow not less than 15 calendar days for review and response to submittals. Review may be delayed if contingent on receipt of other submittals. Upon timely written request by Contractor, City will make reasonable efforts to shorten review periods which may fall on Contractor's critical path. 1.04 ' INITIAL SUBMITTAL A. Submit the following before ordering any products or beginning work. 1, Names and addresses of manufacturers furnishing products valued greater than either 5 percent of contract value or $50,000. State locations of shops at which manufacture will take place. State whether products are already designed or in production. Include a brief description of products proposed, including sizes and catalog numbers. 2. Letter addressed to Water Division Inspector identifying Contractor's superintendent, safety officer, and traffic control coordinator, including emergency telephone numbers and signature authorization, and a listing of names, addresses and telephones for subcontractors. 01330/FEB99/0P ' 01330-2 1.05 SUBMITTALS ON CITY'S REQUEST-SUPPLEMENTAL INFORMATION A. Detailed construction schedule updates shall be submitted monthly to describe scheduling of any elements of construction requiring City's or Contractor's coordination with public, or other private parties or public agencies. B. Supplemental information will be required for"approved alternates" and may be requested when that any manufacturer's product conformance to Contract Documents is in question. City reserves right to require submittal of supplemental information as described below before review and acceptance of any product. C. Certification of compliance with listed reference standards shall be submitted by manufacturers on City's request. Certification shall establish that fabricated or manufactured products conform to specified industry standards and that fabricated or manufactured products were made under quality control standards specified. Submit certification before delivery of products to jobsite. Failure of City to request certification of compliance shall not serve as a waiver of Contractor's duty to comply with reference standards. D. Transcripts of results of acceptance tests performed at point of manufacture of products furnished shall be submitted by manufacturers on City's request. i E. Samples shall be submitted on City's request. F. Names and addresses of nearest local service representatives that maintain technical service personnel and complete inventory of spare parts and accessories shall be submitted on City's request. G. List of 3 installations in which products comparable in size, capacity and rating with those required in Contract Documents are now in regular operation shall be submitted on City's request. Include listing of size capacity or rating of each installation. Include name and telephone number of at least 1 reference responsible for operations at each installation whom City may contact. 1.06 RECORD DRAWINGS A. Record drawings, consisting of one set of annotated blueline plans and other drawings forming a part of the contract, showing installed locations of improvements and all changes made during construction shall be available to Water Division Inspectors for inspection throughout project. Record all deviations from Contract Documents, including change orders, using additional sketches or ink revisions, immediately after installing each portion of Work. Show locations of underground piping, conduit, sensor lines, valves, capped ends, branch fittings, pull boxes and Work. Keep 1 current record copy of Contract Documents, addenda, supplementary drawings, working drawings, change orders and clarifications at site-and in good order. Report changes and deviations promptly to Water Division Inspectors. 1.07 SHOP DRAWINGS AND PRODUCT DATA A. Shop drawings shall clearly show dimensions, clearances, slopes, floor space requirements, tolerances, conduit, anchor bolt sizes and embedments, finishes, performance characteristics, and weight and type of products. Show location at which products are to be installed, how equipment will be mounted, how it relates to adjacent structures or products, and how connection will be made.between work under this contract and work under other contracts. Show parts lists and details of appurtenances to be furnished with specified.items, along with references to appropriate ASTM, Federal Specifications and other 01330/FEB99/DP 01330-3 reference standards and grades. Use of contract drawing reproductions as a substitute for shop drawings is subject to rejection. B. Shop drawings for replacement items, including, doors, windows, enclosures, architectural, mechanical and electrical items shall include field measurements needed to verify fit in existing spaces. C. Catalog data shall clearly indicate applicable items when several products are covered on one page. Using black ink, indicate on submitted catalog data, specification section or plan reference being satisfied. D. Installation or Application Instructions shall be manufacturer's printed instructions including warranty requirements, clearances required and proper field procedures to deliver, handle, install and prepare product for use. In the absence of manufacturer's published literature, ASTM, AWWA or trade standards for proper installation will usually be accepted. If no instructions are submitted for installing or applying an item of Work, the City reserves the right to stop work on the subject item at any time, and to retain experts of his choosing to prepare appropriate installation or application instructions to control the Contractor's work. E. Operation and Maintenance Instructions shall be manufacturer's printed instructions for correct operation and maintenance procedures for product, along with data that must accompany manual as directed by current regulations of government agency. Include operating instructions for each piece of equipment. Describe equipment function, operating characteristics, limiting conditions, operating instructions, startup procedures, normal and emergency conditions, regulation and control, and shutdown. Include preventative maintenance instructions. List warranty requirements. Explain and illustrate preventative maintenance tasks. Include lubrication charts, lists of acceptable lubricants, trouble shooting instructions, and lists of required maintenance tools and equipment. List recommended spare parts, their costs, and ordering information for 1 manufacturer who can supply these parts. Index instructions for easy reference. Include information for installed equipment only. F. Manufacturer's Statement of Responsibility (included in this section) shall be, signed by authorized factory representative for manufacturer whose product is being furnished. G. Certification of Compliance shall certify materials have been sampled,tested and found to comply with applicable reference standards. H. All Engineering Calculations and Drawings shall be clearly legible, and shall demonstrate compliance with state and local codes, applicable standards, and contract requirements. Calculations shall be sealed by a civil engineer holding current registration in the State of California. I. Foundry or test record transcripts shall fully describe required tests in accordance with specified test standards. 1.08 SAMPLES A. Furnish samples, finished as specified, and as intended to be used on or in Work. Send samples to Water Division Inspector, carriage prepaid.. B. Submit samples at least 14 days before purchasing, fabricating, applying, or installing products. Allow at least 14 days for review and return of samples. C. Submit 2 of each sample, except for field samples. Attach completed Contractor's submittal form to sample. List items being transmitted, stating proposed use and location, product, color, trade name, lot, style, and model as appropriate. 01330/FEB99/DP 01330-4 D. Resubmit samples until acceptable. One of each sample will be returned to Contractor upon acceptance. E. Samples of finishes shall be 8" x 10". and shall be of minimum thickness consistent with sample presentation. In lieu thereof, submit actual full-size item. F. Samples of value may be returned to Contractor for use in Work after review, analysis, comparison, and/or testing as may be required by Water Division Inspector. G. Furnish one sample of products, colors, or textures to Water Division Inspectors for final record. Show identification previously described including, if finish sample, manufacturer, mix proportion, name of color, building, Contractor, subcontractor, and surfaces to which applied on back of sample. 1.09 NOTIFICATION OF AFFECTED RESIDENCES AND BUSINESSES A. Written notification, with Contractor's 24-hour emergency phone number, shall be provided to residences and businesses fronting the project alignment on either side of street. Notify these parties 72 hours in advance of construction that will affect these properties. Door-hangers or other means of notification shall be submitted to and approved in advance by Water Division Inspectors. 4 PART2 PRODUCTS ` not used PART 3 EXECUTION not used g r 01330/FEB99/DP 01330-5 CONTRACTOR'S SUBMITTAL FORM Project Name: Permit Number: Specification Section Number. A "Manufacturer's Statement of Responsibility" is / is not (circle one) required for this section. If required it is attached. Submittal Number: Date: Revision Number Date: City: Contractor: Supplier: Manufacturer: Contractor's Certification: I certify that I have reviewed and checked the contents of this submittal, and that the equipment or material described and marked in this submittal is proposed to be incorporated into this project, complies with the Contract Documents and the City of Huntington Beach Standards and can be installed in the allocated space. Signed: Date: The following departures or exceptions from the plans and specifications are incorporated in this submittal: i1 01330/FEB99/DP 01330.6 SUBMITTAL REVIEW LETTER To: Date: Project Name: -Specification Section Number. Submittal Number: Revision Number Attention: Gentlemen: The action noted below has been taken on the enclosed-drawings: NET No Exception Taken R&R- Revise and Resubmit MCN- Make Corrections Noted R- Rejected t Review Refer to Manufacturer Item Action Comment or Supplier Title of Drawing 4 i Corrections or comments made on submittals during this review do not relieve Contractor from compliance with Contract Documents. Review is for general compliance with Contract Documents. No responsibility is assumed for correctness of dimensions or details. Submittals are not being reviewed for safety considerations. Safety on the job site is the responsibility of the general contractor and/or installer of the item herein reviewed. By Distribution: Submittal Enclosures Review Letter Contractor City Engineer 01330/FEB99/DP 01330-7 END OF SECTION i i 013301FEB99/DP at330-8 SECTION 01400 QUALITY REQUIREMENTS PART1 GENERAL 1.01 WORK INCLUDED A. Inspection and testing laboratory qualifications, duties and responsibilities, and Contractor's quality control requirements. 1.02 RELATED WORK A. Section 01330 Submittal Requirements 1.03 REFERENCE STANDARDS A . Work shall conform to Federal, State and local building codes, electrical codes, fire codes, mechanical codes and plumbing codes, and to Occupational Safety and Health Act (OSHA) Regulations. Nothing in City Water Division Standards shall be interpreted as permission or direction to violate any governing code or ordinance. 1.04 SUBMITTALS A. Certificates of compliance shall be submitted at Water Division Inspector's request B. Transcripts of results of acceptance testing to verify quality of manufactured products shall be submitted at Water Division Inspector's request. 1.05 TESTING LABORATORY SERVICES A. City approved independent laboratory shall perform testing and certify results. Provide labor, products, tools, Instruments, water, and power as directed for sampling for required tests. - B. Samples for testing shall be representative of final work product. Samples treated differently from final work product will be deemed incapable of yielding valid test results. C. Tests of products shall follow commonly recognized standards of national technical organizations, and specified sampling and testing methods. D. Contractor shall pay for quality assurance testing unless otherwise shown. E. City may test representative samples of each type and size of product furnished. Failure of samples to pass tests will be deemed sufficient cause to reject entire lot delivered. 10 01400/FEB99/13P 01400-1 1.06 CONTRACTOR'S QUALITY CONTROL A. Arrange Work to be readily accessible and easy to operate and maintain where detail drawings are not included in Contract Documents, supplementary drawings or shop drawings and submittals. B. Combinations of manufactured equipment shall be fully compatible and work safely and successfully as a unit. Fumish necessary mountings,,couplings and appurtenances with each unit. PART 2 PRODUCTS not used PART 3 EXECUTION 3.01 INSPECTION A. Products and Work shall be subject to field and factory inspection and testing in accordance with standards required and defined in City Water Standards. Waiver by City Water Inspectors of right to inspect shall not relieve Contractor of duties to comply with City Water Standards. B. Contractor shall provide any additional inspection and testing services required by City Water Standards. C. City Water Division may provide inspection and testing not required by City Water Standards. Performance of these tests and costs will be bome by City, except, that Contractor shall pay cost of any failing test. D. Notify City Water Division Inspectors of time and place of shop tests 5 working days before they begin. Complete manufacturing operations, checks, adjustments and tests before factory inspection. E. City Water Division Inspectors will inspect products after delivery and throughout construction process. Products will be subject to rejection at any time on account of nonconformance with Contract Documents even though samples may have been accepted as satisfactory at place of manufacture. F. Before applying finishes, request inspection by City Water Division Inspector to verify that no surfaces to receive product have defects or errors which could result in poor or potentially defective application or cause latent defects in workmanship. G. If Work is covered before Contractor requests and receives inspection, it shall be uncovered at Contractor's expense. Replacement of cover shall be at Contractor's expense. H. Complete field tests in presence of City Inspector unless written waiver is obtained from inspector. 3.02 FIELD QUALITY CONTROL A. Frequency of sampling and testing shall be as shown, and shall be performed at such other times as necessary to document compliance. B. Removal and replacement of unsatisfactory work shall be at Contractor's expense. If Contractor does not act to remove rejected Work within 10 calendar days after receipt of Written Notice, the City may remove such Work at Contractor's expense and store products at Contractor's expense. C. Repair damage to work that is not cause for rejection. 01400/FEB99/DP 01400-2 D. Repair, correct or replace Work failing tests or inspection. Repeat tests until results satisfy specifications. Repair damages resulting from testing procedures. END OF SECTION 01400/FEB99/DP N 01400-3 SECTION 01610 BASIC PRODUCT REQUIREMENTS PART GENERAL 1.01 WORK INCLUDED A. Basic requirements for all products used in the Work. 1.02. RELATED WORK A. Section 01330 Submittal Procedures B. Section 01400 Quality Requirements C. Section 01630 Product Substitution Procedures D. Section 01650 Delivery Storage and Handling E. Section 01770 Closeout Procedures PART 2 PRODUCTS 2.01 MATERIALS AND EQUIPMENT A. Products shall be new and of current design and manufacture, free from defects and imperfection that might affect serviceability of the product for its intended purpose, unless otherwise stated. B. Products or work for which no technical specifications are set forth shall be of the best grade in quality and workmanship obtainable in the market from firms of established good reputation, or, if not ordinarily carried in stock, shall conform to usual standards for first class products of the kind required, considering the use to which they are to be put. Work shall be in full conformity and harmony with the intent to secure the best standard of products and construction. C. Products and workmanship shall match Contractor's submittals as approved by City's Representative. D Materials and sources shall be approved by City's Representative at least 3 days before use of materials in Work. E. Conform to federal, state and local regulations governing VOC content, percentage solids by volume, and other paint and solvent properties. r F. Similar items on project shall be products of same manufacturer. G. Materials for a complete paint or sealant system, including primer, finish coats,thinners, cleaners and drying agents, and other additives shall be the end products of one manufacturer to ensure product compatibility and unit responsibility. H. Corresponding parts of identical products shall be interchangeable. 01610/FEB99/DP 01610-1 I. Design and fabrication of products shall ensure products withstand stresses and loads which may occur during testing, installation, start-up and normal operation. J. Furnish mounts, guides, bearing plates, flanges, anchor 'and attachment bolts and screws, saddles, supports, pads and skids necessary to securely mount products and equipment. PART 3 EXECUTION 3.01 INSTALLATION/APPLICATION/ERECTION A. Manufacturer's instructions and warranty requirements for installation, application, connection, erection, maintenance, operating, cleaning and conditioning of products shall be strictly followed. END OF SECTION i e 01610/FEB99/DP 01610-2 SECTION 01630 PRODUCT SUBSTITUTION PROCEDURES PART 1 GENERAL 1.01 WORK INCLUDED A. Acceptable manufacturers, approved alternates,and procedures for seeking product substitutions. 1.02. RELATED WORK A. Section 01330 Submittal Procedures B. Section 01610 Product Requirements 1.03 SUBMITTALS A. Supplemental information, including certification of compliance, transcripts of acceptanlce tests, samples, names and addresses of nearest local representatives, catalog data and list of 3 installations, shall be submitted for product substitutions. i B. Where product substitutions are proposed at multiple locations, submit copies of plans showing in red each location where the product substitution is proposed. C. Manufacturer's statement of responsibility shall be required for product substitutions. D. Spare parts for two years' typical maintenance may be required to be furnished prior to acceptance of products not presently in use and inventoried in the City. 1.04 QUALITY ASSURANCE A. If products are furnished which differ from those shown, and which require changes to enclosures, mounting and support structures, power and control circuitry or other work to accommodate furnished product, required changes shall be provided at no additional cost to City and of same quality as shown. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Products of listed acceptable manufacturers shall meet specifications notwithstanding the fact that manufacturer is "listed". City reserves right to reject submittals and products from "acceptable manufacturers"if products fail to demonstrate compliance with specifications. B. Products accepted as"approved alternates"shall, in City's opinion, meet the following requirements: 1. Products shall be of equal substance and function to those listed. 2. Products shall be standard products of a reputable manufacturer having regularly been engaged for 5 years in manufacture of items furnished. 3. Products shall have a reputation for assuring long-lasting trouble-free service. 01630/FEB99/DP 01630-1 4. Factory-authorized, factory-trained and competent service personnel and stocked service parts shall be available within a 150 mile radius of the Work. 5. The manufacturer shall be capable of certifying compliance with listed reference standards. 6. Products shall be"field tested" by the City of Huntington Beach staff at three location for a minimum of 1 year. All test and test samples will be provided at no cost to the city. C. If substitutions are approved, no major changes in the function or general design of the Work shall result. Incidental changes or extra component parts required to accommodate substitutions shall be provided at no charge and with no change in Contract Time. E. City of Huntington Beach reserves the right to reject product substitutions solely on the basis of maintenance economies of scale available to the 'City Water Division through standardization of manufacturers and controlled spare parts inventories. PART 3 EXECUTION not used END OF SECTION 01630/FEB99/DP 01630-2 SECTION 01650 PRODUCT DELIVERY STORAGE AND HANDLING REQUIREMENTS PART GENERAL 1.01 WORK INCLUDED A. Transportation and handling, storage and protection of products. B. This section supplements and is added to the following Greenbook Specifications. Section 4-Control of Materials 1.02. RELATED WORK A. Section 01330 Submittal Procedures B. Section 01400 Quality Requirements C. Section 01610 Basic Product Requirements ' 1.03 DELIVERY, STORAGE AND HANDLING A. Deliver products to jobsite in manufacturer's original, unopened, labeled packaging. B. Only products of approved manufacturers shall be delivered and stored at the site. C. Store materials in a protected area at a temperature between 35 F and 110 F. D. Store products so as to preserve their quality and fitness for the Work. Locate stored products and equipment to be incorporated in the Work to facilitate prompt inspection. Contractor shall be responsible for damage, contamination or loss of products until Final Acceptance. E. Protect products against moisture, temperature extremes, dust, debris, tampering, vandalism, ultraviolet radiation, or damage from improper handling, storage, or exposure. Protect exposed metals from rust and corrosion even in cases where they will be sandblasted or otherwise cleaned before painting. F. Oil lubricated gearing, bearings and other lubricated components shall be shipped with oil soluble protective coating as described in warranty requirements or recommended by manufacturer. Coating shaIPprovide protection for 1 year after final acceptance. G. Clean and protect machined surfaces and shafting from corrosion using proper type and amount of coating as described In warranty requirements to assure protection to 1 year after final acceptance. H. Store items not designed for outdoor exposure off ground and under cover. I. Handle products with care using proper equipment according to manufacturer's recommendations. Lift large heavy items only at points designated by manufacturer. Do not drop, drag, bump or mishandle products in manner that causes bruises, cracks, scratches or other damage. Use padded slings and hooks for lifting as needed to prevent damage. Improper handling shall be cause for rejection. 01650/FEB99/DP r 01650-1 J Inspect each product item for damage, defects, completeness and correct operation before installing. K Notify City in writing if delivered or stored product is damaged. Exterior surfaces of delivered items shall be in perfect unblemished condition. Do not repair damaged products without prior written approval. L Maintain records for City's review of deliveries to show Contractor's order number, purchase order number and equipment number. Include labeling or shipping tag in records. PART 2 PRODUCTS not used PART 3 EXECUTION 3.01 WARRANTY REQUIREMENTS A. Manufacturer's instructions and warranty requirements for delivery storage and handling of products shall be strictly followed. i END OF SECTION 01650/FE899/DP 01650-2 SECTION 01700 EXECUTION REQUIREMENTS PART1 GENERAL 1.01 WORK INCLUDED A. Examination of site before bidding, Preparation for construction, and execution of Work 1.02 RELATED WORK A. Section 01400 Quality Requirements B. Section 01724 Protecting Existing Utilities C. Section 01740 Cleaning and Final Cleaning D. Section 01770 Closeout Procedures E. Section 01780 Closeout Submittals ' 1.03 EXAMINATION i A. Ascertain suitability of native soil for backfill before submitting bid. If native soil is found to be unsuitable, provide suitable material for meeting compaction requirements at no additional cost. B. Items furnished shall be capable of fulfilling their intended purpose in the environment in which they are installed. Allow for local temperature extremes, climactic conditions and corrosive environments where necessary to ensure proper functioning of furnished products. 1.04 SUBMITTALS A. Submit current welder testing agency certificates for welders proposed for work_. Submittal shall include test results per Section IX Part A of AWS B2.1. B. X-Ray test results of welds shall be submitted on request. 1.05 PREPARATION A. Carefully lay out work in advance to minimize cutting, channeling, chasing or drilling of structural pads or elements. Cuts, channeling, drilling, or welding required shall be reviewed in advance with City's Representative. Do not begin such work until notified by City's Representative. Repair damage to structures, piping equipment or finishes using skilled workers of appropriate trades. 10 B. Relocations or adjustment of existing facilities shall be done only as needed. If existing items are lost or damaged during construction, replace with new items of equal or better quality. C. Make field measurements needed to fabricate and install Work before ordering or beginning work. Make minor changes in alignments and dimensions as needed to remedy or avoid utilities and structural conflicts. 01700/PE899/DP 01700-1 r PART 2 PRODUCTS not used PART 3 EXECUTION 3.01 INSTALLATION/APPLICATION/ERECTION A. Maintain complete set of Contract Documents at jobsite field office or superintendent's truck at all times. B. Install products according to manufacturer's installation and warranty requirements. Install products to tolerances recommended by manufacturer.-Unless otherwise shown, install equipment true and level, using precision gauges and levels. C. Refer variances between manufacturer's installation instructions and Contract Documents to City's Representative. D. Construct walls, floors and flatwork plumb, straight, level, square and true. Acceptable deviations from plumb or level shall not exceed %-inch in any 32-inch section. Flatwork shall not deviate from plan elevation by more than %-inch at any location. E. Welds, unless otherwise shown, shall be continuous, watertight, and in conformance to the Structural Welding Code of American Welding Society. Welds shall be free of sharp points or edges. Welders shall be AWS certified as boiler and pressure vessel welders per Section IX Part A of AWS B2.1 as required by AWWA C200 paragraph 3.3.3.1. F. Exposed surfaces shall be finished in appearance. Grind smooth exposed welds. Round or chamfer comers of exposed structural shapes for personnel protection. G. Prime and paint exposed surfaces of ferrous products, piping, and conduit except for stainless steel or galvanized surfaces or unless otherwise shown. Clean painted surfaces and touch up bare or marred spots with finish to match factory finish. H. Paint and coat In workmanlike manner so as to produce an even film of uniform thickness. Pay attention to edges, angles, flanges, comers, crevices, and joints to insure that they have been thoroughly cleaned and that they receive specified thickness of paint or coating. Finished surfaces shall be free from runs, drops, ridges,waves, shiners, laps, holidays, brush marks, and variations in color, texture and. finish. The hiding shall be so complete that addition of another coat would not increase the hiding. Apply coats so as to produce film of uniform thickness. 5 I. Pipework, valves, fittings,tanks and appurtenances shall have no leaks at design or test pressures. END OF SECTION 01700/FES99/DP 01700-2 M SECTION 01724 PROTECTING EXISTING UTILITIES PART GENERAL 1.01 WORK INCLUDED A. Materials and procedures to protect existing underground utilities. B. This section supplements and is added to the following Standard Specifications Section 5-Utilities 1.02 RELATED WORK A. Section 01311 Coordination B. Section 01330 Submittal Procedures C. Section 01700 Execution Requirements i 1.03 SUBMITTALS ` A. Plans for supporting pipe and utilities crossing trenches shall be submitted in the following instances; 1. When utilities to be supported exceed 16 inches in diameter. 2. When requested in writing by the City's Representative. B. Engineered calculations shall be submitted for pipe supports for existing utilities greater than 24 inches In any dimension. If concrete beams are used as supports, calculations shall take into account concrete strength based on the days elapsing between placing concrete and trenching beneath concrete beams. Do not use 28 day strength unless concrete will be at least 28 days old when the beam is placed in service. 1.04. PROJECT CONDITIONS A. Utility locations are based solely on record drawings and surface features. Plotted locations may not accurately reflect subsurface conditions. B. If Cantractor discovers Utility facilities not identified in Contract Documents, Contractor shall Immediately notify Water Division Inspectors in writing. C. Utilities not shown on plans or which are shown on plans in a position different from field location shall, upon discovery, be immediately brought to attention of Water Division Inspectors in writing. Contractor will be responsible for timely removal, relocating, protecting and/or temporary maintenance of existing main or trunkline utility facilities not shown on contract documents. Changes in alignment and grade will be ordered in accordance with provisions pertaining to changes in work. D. Damage to underground utilities, pipelines or other facilities shall be immediately brought to the attention of the*City's Representative and the affected Utility, and repaired at the Contractor's expense. Exact determination of the location of these utilities, pipelines or other facilities shall be the responsibility 017241FEB991DP 01724-1 of the Contractor. The Contractor shall be solely and directly responsible for damage, injury, expense, loss, inconvenience, delay, suits, actions or damage which may result from Contractors failure to verify or locate utilities whose existence is indicated. Costs incurred for protection of these lines or costs incurred due to the presence of the lines,whether or not they lie within the trench prism, shall be bome in full by the Contractor. E. Work-on damaged water facilities shall be done in a manner satisfactory to the City of Huntington Beach Water Division. The Water Division will have the option of doing such work with their own forces and backcharging the Contractor, or permitting the work to be done by the Contractor. PART2 PRODUCTS not used PART 3 EXECUTION 3.01 PREPARATION A. Notify Underground Service Alert 1-(800) 422-4133 and Utilities at least 2 working days before excavating. Contractor shall be responsible for damage done to public or private property shown on plans or marked or staked in field. B. Construction schedule shall be provided to Water Division and other utilities by Contractor. Coordinate construction schedule with the Utility Owners requirements. D. Pothole sufficiently far enough ahead of pipe and conduit laying operations to allow for adjustment in alignment or grade line, to verify pipe types and sizes for ordering proper transition and/or tie-in fittings, and to allow Water Division Inspectors to verify that no buried utilities interfere with proposed construction. Potholing shall identify true location and depth, type, material and condition of utilities and service connections. If potholing is not done, repair or replacement of damaged utilities and necessary horizontal and vertical realignments shall be entirely at Contractors expense. E. In addition to potholing, excavate and expose utilities 100 feet in advance of the pipeline construction to allow for field adjustments. F. Electrical Utilities may maintain energized underground electrical power lines in the immediate vicinity of this project. These power lines represent an extreme hazard from electrical shock to construction personnel or equipment coming in contact with them. State law requires parties planning. excavations in public right of way to contact Utilities for locations of their underground facilities. Contractors,.their employees, and other personnel working near underground power lines must be warned to take adequate protective measures. (See: OSHA Std. 1926-651(A)). Notify the electrical Utility to arrange, if possible, to have these lines deenergized when the work reaches their immediate vicinity. The cost of such temporary arrangements shall be bome by the Contractor. 10 G. Electrical utility companies may maintain energized aerial electrical power lines in immediate vicinity of Work. Do not consider these lines to be insulated. Construction personnel working near these lines are exposed to an extreme hazard from electrical shock. Contractors, their employees and construction personnel working on this project must be warned of the danger and instructed to take adequate protective measures, including maintaining a minimum of 10 feet clearance between lines and construction equipment and personnel. (See OSHA Std. 1926.550(A)15). As an additional safety precaution, call 'electrical utility company to arrange, if possible, to have these lines deenergized or 01724/FEB99/DP 01724-2 relocated when Work reaches their immediate vicinity. Cost of such temporary arrangements shall be borne by Contractor. H. It shall not be the responsibility of the City of Huntington Beach or any agent or representative of the City to verify the need for electrical Utility shutdowns, nor to verify that shutdowns have taken place. 3.02 INSTALLATION A. Utilities relocated or:rebuilt for the Contractor's convenience, shall be relocated or rebuilt at the Contractor's expense. Repair, replacement or relocation of buried utilities shall be completed at the Contractor's expense by either Utility's forces, or by a contractor approved by the Utility in writing and properly licensed to perform the work. B. Utility relocation or reconstruction shall conform to applicable Utility Standard Details and Specifications and directions from the City Water Division Inspector. Provide temporary service for the disconnected Utility. Before replacing a Utility, backfill the trench and compact to an elevation 1 foot above the top of the ends of the Utility. Excavate across trench of the proper width for the Utility. C. Replace damaged or removed utilities in kind, except as otherwise shown or authorized by City's Representative. Reconstruct utilities with new material of the same size, type and quality as that removed. D. Backfill and compact under and around utilities so that no voids are left. E. Inspectors may require sand slurry as backfill per Standard Plans for Public Works Construction to ease compaction. Sand slurry shall consist of one sack (94 pounds) Portland cement per cubic yard of sand. Add sufficient moisture for workability. Submit specific methods and procedures to City's Representative prior to construction. F. Abandoned utilities within the trench shall be removed and disposed of. Cut abandoned Utilities and plug ends with brick and mortar, unless otherwise shown. Plug water mains per City of Huntington Beach Standard Drawing 613 and Standard Specification 02224, Dispose of the cut pipe. 3.03 PROTECTION A. Protect existing active services and utilities against damage from demolition and construction. Do not shut down active services or utilities except where previous written authorization has been obtained from the City's Representative and Utility. B. Use pipe and duct supports and shoring as needed to protect utilities. C. Notify Utilities in writing before authorized shutdown. D. Unauthorized shutdowns shall only be made where necessary, as an extreme emergency measure, to protect property or human life until proper authorization can be obtained. a E. All high lines or temporary water services shall be provided by contractor.For a scheduled shutdown where temporary service must be provided, the contractor shall submit a high line plan for division approval. END OF SECTION 01724/FEB99/DP 017243 SECTION 01740 CLEANING AND FINAL CLEANING PART GENERAL 1.01 WORK INCLUDED A. Cleaning during construction and final cleaning on completion of the work. B. This section supplements and is added to the following Standard Specifications. Section 7-8.1 Cleanup and Dust Control 1.02 CLEANING DURING CONSTRUCTION A. Maintain areas covered by Contract, adjacent properties, and public access roads. Keep these areas free from waste, debris and rubbish caused by construction. B. Sweep streets daily using self-loading motor sweeper with spray nozzles. If streets are kept clean, a lesser frequency or alternate sweeping methods may be approved by Water Division Inspector. C. Conduct cleaning and disposal to comply with local ordinances and antipollution laws. Do not bum or bury rubbish and waste materials on project site. Do not dispose of volatile wastes, such as mineral spirits, oil or paint thinner, in storm or sanitary drains. Do not dispose'of wastes into streams or waterways. D. Use only cleaning materials recommended by manufacturer of surface to be cleaned. E. Wet down dry materials and rubbish to prevent blowing dust. F. Provide containers for collection and disposal of waste materials, debris and rubbish. G. Clean public access roads to site. Remove material falling from haul trucks. 1.03 FINAL CLEANING A. Restore construction areas to preconstruction conditions after completing of work and immediately before final inspection. B. Restore drainage swales and slopes which may have been affected by-the work C. Restore lines and grades of areas used for earthwork storage. D. Clean;sweep, and wash Work and equipment including finishes. E. Remove grease„dust, dirt, stains, labels, fingerprints and foreign materials from sight-exposed interior and exterior finished surfaces. Polish surfaces so designated. F. Repair, patch and touch up marred surfaces to specified finish to match adjacent surfaces. G. Broom clean paved surfaces. H. Rake clean other surfaces of grounds. 01740/FEB99/DP 01740-1 I. Remove from City's property temporary structures and materials, equipment and appurtenances not required as part of, or appurtenant to, completed Work. I. After Work is complete, remove from site loose concrete, lumber, wire, aggregate or rock piles, reinforcing, rubbish, debris and materials not incorporated in Work. Remove excess mortar materials and other debris within pipes. PART 2 PRODUCTS not used PART 3 EXECUTION not used G END OF SECTION 14 01740/FEB99/DP 01740-2 SECTION 01770 CLOSEOUT PROCEDURES PART1 GENERAL 1.01 WORK INCLUDED A. Specific administrative procedures required at substantial completion and final completion of work. 1.02. RELATED WORK A. Section 01400 Quality Requirements B. Section 01740 Cleaning and Final Cleaning C. Section 01780 Closeout Submittals D. Section 01783 Operating and Maintenance Data E. Section 01787 Product Warranties 1.03 QUALITY ASSURANCE A. Upon completion of Contract, Work shall be finished,tested and ready for operation. Work shall fulfill its intended purpose as described in Contract Documents, in submittals, and in manufacturer's literature. B. Where connections or disruptions have been made to existing work, repair, reactivate, refill and recharge components, restoring them to preconstruction conditions. Follow procedures of authorities having ownership or jurisdiction for work involving existing utilities and services. PART 2 PRODUCTS not used PART 3 EXECUTION 3.01 ADJUSTING AND CLEANING A. Manhole rim elevations, valve box cover elevations and vault cover elevations may not be shown on drawings. -Determine and set rim or cover elevations In field so that finished rim or cover elevations are flush with finished pavement. END OF SECTION 01770/FEB99/DP . 01770-1 SECTION 01780 CLOSEOUT SUBMITTALS PART1 GENERAL 1.01 WORK INCLUDED A. Closeout submittals required at substantial completion and final completion of work, spare parts and project record documents. 1.02. RELATED WORK A. Section 01330 Submittal Requirements B. Section 01400 Quality Requirements C. Section 01783 Operating and Maintenance Data G D. Section 01787 Product Warranties i 1.02 PROJECT RECORD DOCUMENTS A. Final record drawings shall be prepared from survey notes, field notes and system demonstration logs and shall be submitted in ink on mylar prints bearing seal of registered civil engineer or land surveyor who performed survey for record drawings. Note hydraulic and electric equipment control settings used for system demonstration on record drawings. Record changes neatly and accurately using 1/8-inch size lettering and dimensions. B. Monument survey showing record locations of monuments or benchmarks disturbed and reset (if any) by Contractor shall be sealed by a civil engineer or land surveyor holding current State of California registration and submitted to City. C. Legal descriptions of easements including plats, sealed by a civil engineer or land surveyor holding current State of California registration, shall be recorded and submitted per City of Huntington Beach requirements. PART 2 PRODUCTS not used PART 3 EXECUTION 3.01 EXTRA STOCK/SPARE PARTS A. Spare parts required shall be delivered to City in manufacturer's original containers labeled to completely describe contents and equipment for which it is furnished. END OF SECTION 01780/FEB99/DP 01780-1 SECTION 01783 OPERATING AND MAINTENANCE DATA PART GENERAL 1.01 WORK INCLUDED A. Operation and maintenance data sheets. 1.02 RELATED WORK A. Section 01330 Submittal Procedures B. Section 01787 Product Warranties 1.03 SUBMITTALS A. Equipment maintenance data sheets shall be submitted for valves, meters and equipment furnished. Use attached form (in this section) and follow format of attached sample Data Sheet to summarize equipment furnished, nameplate data, and equipment manufacturer's maintenance instructions and recommendations. B. The following shall be appended to each Operation and Maintenance Data Sheet. 1. Catalog data 2. Parts lists 3. Warranty information PART 2 PRODUCTS not used PART 3 EXECUTION not used END OF SECTION 01783/FEB99/DP 01783 EQUIPMENT MAINTENANCE DATA SHEET Preventive Maintenance Program Equipment Record Number EQUIPMENT DESCRIPTION ELECTRICAL OR MECHANICAL DATA Name: Size: Serial No.: Model: Vendor Vendor Address: Type: Mfr. Vendor Rep: Turns to close: Lube Requirements: Phone: Packing: Electrical Requirements: Maintenance and Lubrication Work to be Done Frequency* ., OPERATING REQUIREMENTS AND REFERENCE r "D-Daily; W-Weekly; B-Biweekly; M-Monthly; Q-Quarterly; S-Semiannually; A-Annually 01783/FEB99/DP 01783 Y SAMPLE EQUIPMENT MAINTENANCE DATA SHEET Preventive Maintenance Program Equipment Record Number EQUIPMENT DESCRIPTION ELECTRICAL OR MECHANICAL DATA Name: Influent Pump No. 1 Size: 15 HP Tag No.: P01-1 Serial No.: 123456ABC Model: 140T Frame Serial No. 987654ZY Class F Insulation w/Space Heater Vendor. ABC Pump Co. Vendor Address: Type: 1234 Richter Avenue Irvine, CA 92714 Mfr: DEF Motors, Inc. Vendor Rep: XYZ Equipment, Inc. Turns to close:40 turns on Lube Requirements: shutoff valve Acme Grease Type 5. Phone: 714-752-0505 Packing: Brand X Model 40 Electrical Requirements: 460V-3phase—20 amp Maintenance Work to be Done Frequency* 1.Operate valves and check such things as.a) bearing temperature, b) changes in D running sound, c) suction and discharge gage readings, d) pump discharge rate, and e) general condition of the drive equipment. 2.Check packing. 3.Check pumping unit for any dust, dirt or debris. D 4.Lubricate bearing frame and motor bearings(consult manufacturer's instructions for W type of grease or oil). Q 5.Disassemble and change or repair the following: a) impeller, b)shafts, c) shaft sleeve, d) rotary seals, and e) sleeve bearings. A OPERATING REQUIREMENTS AND REFERENCE For manufacturer's instructions regarding installation, operation, maintenance and troubleshooting of this equipment, see Volume , Section *D-Daily; W-Weekly; B-Biweekly;M-Monthly; Q-Quarterly; S-Semiannually; A-Annually 01783/FEB99/DP 01783 SECTION 01787 PRODUCT WARRANTIES PART1 GENERAL 1.01 WORK INCLUDED A. Warranties are required for all Work accepted by the Water Division. 1.02. RELATED WORK A. Section 01330 Submittal Requirements B. Section 01400 Quality Requirements 1.03 ONE-YEAR PRODUCT WARRANTIES A. Warranties shall cover improper assembly or erection, defective workmanship and products, and incorrect or inadequate operation. B. 1 year warranty shall be furnished for all Work and manufactured items. Warranty shall cover parts, labor, and prompt service for repair of defects, performance failure or damage due to normal wear and tear or due to any cause other than acts of God, or intentional or active and extreme abuse of the product. The warranty period shall extend 1 year beyond final acceptance of completed contract by City. C. In addition to manufacturer's standard warranty, furnish services of factory-authorized and factory- trained serviceman to promptly provide repair service for mechanical equipment for the specified warranty period. This service shall include the cost of all replacement parts required during that period. 1.04 ELEVEN MONTH ANNIVERSARY WARRANTY INSPECTION A. Warranty inspection shall be conducted during 11th month following completion of Work. B. Locations found in warranty inspection where paving, coating, or paint has peeled, bubbled or cracked, and locations where rusting is evident will be considered a system failure. Repair defective work identified during warranty inspection by removing deteriorating paving, coating or paint system, cleaning surface, and repaving, recoating or repainting with same system. Electrically test repaired painted areas. If area of failure exceeds 25% of total paved, coated or painted surface for pavement, coating or paint system on any structure or surface, remove and recoat entire paving, coating or paint system per original specification. C. Other failed products found in warranty inspection shall be repaired per warranty requirements. D. City.,of Huntington Beach will establish date for warranty inspection and will notify Contractor at least 30 days in advance. If notification of inspection date does not occur within 12 months after final acceptance,the first anniversary inspection shall be considered to be waived. r PART 2 PRODUCTS not used PART 3 EXECUTION not used END OF SECTION 01787/FEB99/DP 01787 SEGT[OM i02460 A.GGREGATE........ PART1 GENERAL 1.01 QUALITY ASSURANCE Clem Tact Fx 7ait Standard >+ �ast7aiRPNd Retests Pad&Y' 6 A Sand Gravel and Rock Gradation ASTM C139 e.dreeted Contractor Contraotor B Aggregate Reactivity ASTM C289 as directed Contractor Contractor C Coarse Aggregate Abrasion Loos ASTM C131 as directed Contractor Contractor D Coarse Aggregate Specific Gravity ASTM C127 as directed Contractor Contractor E Fine Aggregate organics ASTM C40 as directed Contractor Contractor F Fine Aggregate Sand Equivalent ASTM D2419 as directed Contreemr Contractor 1.02 SUBMITTALS i Irotslisllpn a 0&M Mamdactaerser sla of Enginebring Snap prew,rga Calelep Data Statemer+t bf Inetructtnrot Inetrsuuwts ortmbdi Ganptlancw Gateufet7or» PART2 PRODUCTS 2.01 MATERIALS A Materials S ' 'ididd FRefereciee €>» € Standard Specifications for Public Works Construction Section 200 B Materials Schedule: Crushed Rock Location Gradation See Standard Specifications Table 200-1.2A i Nominal Size 3/4" Abrasion Loss See Standard Specifications Table 200-1.2A Gravel Location Gradation See Standard Specifications Table 200-1.2A Nominal Size 3/4" Minimum R Value 80 Coarse Aggregate for Concrete Location Gradation See Standard Specifications Table 200-1.46 Nominal Size No.4 Physical Properties See Standard Specifications Table 200-1.4A Coarse Aggregate for Masonry Grout Location masonry cell spaces 4 inches or greater in all directions Gradation See ASTM C404-Aggregates for Grouts-Table 1 Nominal Size Size No 8 Physical Properties See Standard Specifications Table 200-1.4A Sand Location Gradation See Standard Specifications Table 200-1.5.5A Mortar Sand Location masonry mortar Gradation See Standard Specifications Table 200-1.5.3A Fine Aggregate for Concrete > Location Gradation See Standard Specifications Table 200-1.5.5A Physical Properties See Standard Specifications Table 200-1.5.3A Fine Aggregate for Grout Location masonry cell spaces less than 4 inches in any direction Gradation See ASTM C404-Aggregates for Grouts-Table 1 Nominal Size Size No 1 PART 3 EXECUTION 3.01 INSTALLATION A I stallatioii.: iTieatrotti`Refdmridd.€_....:..:: Standard Specifications for Public Works Construction Part 3 23aunAl8 02060 SECTIONt)2083t ;::.:.:.., pISPLAGEMENT::WATERVETERS PART GENERAL 1.01 QUALITY ASSURANCE s' FrrstTest!?aHE 3tdm- Test For Taae stendartl d FiequeruY-; - f RetebtaPa�d sY ... s ..., ...... ... .....: ...... .::. ]Ila Displacement Flow Meters Operation visual 1 test City Contractor observation 1.02 SUBMITTALS irtstettaiiort :?SM ' Marniraottser It:IsrUiieatant fiarGfitsefk SrwaAra..... t atelog Data Ittatt:lcteorte Stalertxnt of InderuCtloM l Dlfb Tale/teetratyi F. . .. .. ...:>. :::......i -...:..::. eS e5 yes es 11Q >[ on request on request 1.03 WARRANTY 25 year warranty required on nonmoving parts. 15 year guarantee required on accuracy. PART2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A Displacement Flow Meters Sensue Technologies,Inc..Uniontown.PA,"Touch Read Model SR" 2.02 MATERIALS A MaterialsS flcatlonReference <- AWWA C700 Cold Water Meters-Displacement Type,Bronze Main Case B Materials Schedule: Meter Location House Attached Housing or Commercial Connection Size 0.75 in 1 in 1.5 in 2 in Meter Laying Length 7.50 in 10.75 in 13 in 17 in Meter Connection Spuds 3/4"threaded 1'threaded 2 point oval 2 point oval flanged spuds flanged spuds Working Pressure 150 psi Fluid Water Fluid Temperature(Max.) 80 F Flow Range(gpm) AWWA Minimum Flow 0.5 gpm 0.75 gprn 1 1.5 gpm 2.0 gprn AWWA Minimum Flow Accuracy 95%or greater AWWA Normal Flow(gpm) 2-30 3-50 1 5-100 8-160 AWWA.Normal Flow Accuracy 100%+/-1.5%of actual flow AWWA Continuous Flow 10 15 25 50 11 psi at 10.9 psi at 11.4 psi at 12.1 psi at Pressure Loss at Maximum Flow 30 gpm so gpm 100 gpm 160 gpm Material Main Casing Waterworks Bronze Style Standard I Split Case Casing Bolts Waterworks Bronze Measuring Chamber Polymer I Waterworks Bronze Serial Number Stamp on Bronze Meter Body Measuring Chamber Type Oscillating Piston Flow Indicator Registration Units Cubic feet Readibility Straight reading with low flow indicator Totalizer Digits 6 Register Type Absolute Encoder Register Touch Read Pit Lid Register Sweep Hand Revolution one cubic foot I ona cubic foot 1 10 cubic feet 1 10 cubic feet r PART 3 EXECUTION 3.01 INSTALLATION A installation S ecthcahon;Reference;' Manufacturer's installation instructions JC[ty of Huntington Beach Standard Drawings 601 through 603 23Jun-9!1 . 02083.1 SECTION#2Q83,2... iFs?>..?,.CQMPOUNDWATERMETERS..... .,...... ... PART1 GENERAL 1.01 QUALITY ASSURANCE 3tarn eltl F+equantY .,. Receecs YW i.. . Y' 5 ...:. Compound Water Meters Operation visual 1 test City Contractor observation 1.02 SUBMITTALS Metwisot:xaa € F a:f;s truta<laiion O 9M Ceet.... t or CerltfiealsaF si rloviktwuws tatWoD Date 1Mth,caerts irisau4tlene St9Ser�san of qea bl :::: klsos Tees ReW+stY. iE€€i': .............:.:....:.. es es es no €€after:==.;;».<.:,. es yes PART2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS ... ....... .. . »::: :. . ..... . A Compound Meters serous Tsahnoloples,Inc.,Uriontown,PA,-Modal SW 2.02 MATERIALS A iVlaterratssS itkatwnReference..< AWWA C702,"Cold Water Meters-Compound Type" B Materials Schedule: Meter Location In Vault Size 3 In 4 in 6 in Meter Laying Length 17 in 20 in 24 In Meter Flanges,ANSI Class 125 3 in Round 4 in Round 6 in Round Meter Model S.R. Working Pressure 150 psi Fluid Water Fluid Temperature(Max.) 80 F Flow Range(gpm) AWWA Minimum Flow 0.5 0.8 1.5 AWWA Minimum Flow Accuracy 95%or greater AWWA Normal Flow(gpm) 4-320 5-500 10-1000 AWWA Normal Flow Accuracy 100%+1-1.5%of actual flow AWWA Continuous Flow 160 250 500 Repeatability Pressure Loss at Maximum Flow 6.3 psi at 160 gpm 3.2 psi at 260 gpm 13 psi at 1000 gpm Material Main Casing Waterworks Bronze Casing Botts Waterworks Bronze Measuring Chamber Polymer Serial Number Stamped on Bronze Meter Body Options Strainer Required Flow Indicator Registration Units Cubic feet Readibility Straight reading with low flow indicator Totalizer Digits 8 Register Type Absolute Encoder Register ouch Read Pit Lid Register Sweep Hand Revolution 10 cubic feet 100 amebic feet 10 PART 3 EXECUTION 3.01 INSTALLATION A Installation:S tiorsRefererlce Manufacturer's Installation Instructions lCity of Huntington Beach Standard Drawing 604 .....::::... . 02083.2 } t 1 SECTION0x083.3 '=;i,E},..::}.FIRM DOMESTIC:WOER:METERASSEMB[IES PART1 GENERAL 1.01 QUALITY ASSURANCE t 1i .............. test Per 7ese5tantfard Fie9tatitY FiTK! Pf Reebelxa,aty Fire Service Type Water Operation visual 1 test City Contractor Meters observation 1.02 SUBMITTALS lrtetMisilort OeM M 'Qiiia�pt 2flealsof SEwaTtrawuws 1l5sechro mt ............R r u r.... es +kY- no ato es es PART2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS ....... . i:... >.>... ';}}_} ...>}:.;> }}... :.... A Fire Meter Assembly Senaw Technologies,Inc.,Uniontown,PA,-Model Compact Firellne- 2.02 MATERIALS A Materials€S iflcatwn:Reference €AWWA C703,"Cold Water Meters-Fire Service Type" UL Listing and FM approval required B Materials Schedule: Meter Location In Vault Size 4 in 6 in 8 in 10 In Meter Laying Length 33 in 45 in 53 in 68 In Meter Flanges,ANSI Class 125 4 in Round 6 in Round 1 8 In Round I 10 in Round Meter Model Compact Fireline Working Pressure 150 psi Fluid Water Fluid Temperature(Max.) 80 F Flow Range(gpm) ` AWWA Minimum Flow 3.0 AWWA Minimum Flow Accuracy 95%or greater AWWA Normal Flow(gpm) 4-1000 4-2000 4-3500 1 4-5500 AWWA Normal Flow Accuracy 100%+1-1.5%of actual flow AWWA Continuous Flow 10 15 25 50 Repeatability 8.4 psi at 12.8 psi at 12.9 psi at 12.4 psi at Pressure Loss at Maximum Flow 1000 ppm 2000 gpm 3600 ppm 6600 gpm Material Main Casing Waterworks Bronze Strainer Ductile Iron Check Valve Cast Iron Casing Bolts Waterworks Bronze Meter Assembly Fasteners 316 Stainless on All Components Measuring Chambers Thermoplastic Rotor Serial Number Stamped on Meter Body Flange Weight(Lbs.) 480 950 1175 1840 Flow Indicator Registration Units Cubic feet Readibil'lty Straight reading with low flow indicator Totalizer Digits 6 Register Type Absolute Encoder Register Touch Read Pit Lid r Register Sweep Hand Revolution Main Turbo Meter 100 cubic feet By-Pass Turbo Meter 10 cubic feet PART 3 EXECUTION 3.01 INSTALLATION A installation S "icatiott,Reference€ Manufacturer's Installation Instructions JCity of Huntington Beach Standard Drawing 604 02083.3 '>3x,»._ � .,,x.;;';. PART1 GENERAL 1.01, QUALITY ASSURANCE FkesTaa:Paid ' Item Tern Fos 3 Teet 5eutderd FrequerteX Retests 33 :.......... _..... Remote Reaeq Operation visual1 test City contractor Meter Register observation 1.02 SUBMITTALS '' j tnntaNeeton a'&k! �i Msnulaeaugr Ci�sdlFoateof fnpliweinp3} SttopOrawirps Gateing Data.. , g titateRfertt o[ .......:.... ....irtatrtwtia.... 3cErwie 3 .. - t:etriprlertSe iGita aborts .. es es es .,....no!i!� i 1 f! i!in&ii 1 PART2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS :. �.....?: A Remote Reading Meter Registers Serous Technologies,Inc..Urdontown,PA,'ToucMeed'with Pit Ud 2.02 MATERIALS A Materii>iis S `'iflcatiun Reference I€»ss AWWA C706 Direct ReadingRemote Registration Systems B Materials Schedule: Registration cubic feet PART 3 EXECUTION 3.01 INSTALLATION A lnstaliation S tioa Reference;- Manufacturer's installation instructions [City of Huntington Beach Standard Drawings 601 through 605 B All water meters(except"tattle tales"on fire meters)shall have touch read registers and meter box holes. 3 sJun-89 .. ....... °.... . ;. 02083.4 .:......PRECAST C.MCRETE METER BOXES PART1 GENERAL 1.01 SUBMITTALS 1 i __ s: s 3 i ; is3 : Mlr11r1p7;ttU i z {:i s£i€ -- iji#j13i}5 isi3ii#i£ €s �`_' # batalletter! 06M ff IletsOf t€iEnAi ?££ s�.ete�QQ mete: t StetemerK 0� f s - i#s }-_ lnetruettona Imtructlans? R C iomplfmiux }}f}Celctt s ..... ..... ?. ..;::.,i.. z#>. .>.. .....?3. ?......... €MK . of ::no;> >. es ........ no fno no— ilm PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS >i is ..... .:: A Parkway Rated Meter Boxes Armorcest J&R Polymer B Traffic Rated Meter Boxes Armorcest C Meter Vaults - Associated Concrete Products(Kwikeet). Santa An@.CA 2.02 MATERIALS A Maths 'iflcation.Referent C of Huntington Beach Standard Drawings 601 through 603 B Materials Schedule: Meter Box ;Meter Size :3t41n..1.:m ......:.: 4':1/2 :2-►rr ::. 12"x 20"x 12" 17'x 28"x 12" I- Armoreast"No AS000486SW Annoreset"No A6001413SA' 'beady...:::; :...ce:, teN11Q ntey.tM:_ Est-arif fted an? Armorcest'No Ae000484T" Armorceat"No A6001420T" DarfiV:r9Y iiAptei r: Cover Werkwe} Annoreest-N.A6000484" Armorcest"No A6000484' Alternate J&R Polymer"PL-W No.6 J&R Polymer'PL-W No.4 1/2" 1M" (parkweY only}: Touch Reed Hole Required In Cover PART 3 EXECUTION 3.01 INSTALLATION A lnstailation S ifleation Reference:;:.'::>€>> City of Huntington Beach Standard Drawings 601 through 603 23-Jun 3 ....... 02084 SECTION:02096.3.II?;=.::::AIR AND VACUUI61 VALVES PART 1 GENERAL 1.01 QUALITY ASSURANCE Teen! ;j''?' Teat i or F aecsaew Ali Predueniyr' e-Te61 Pafasv rae €erai £9V .>.....:. . 5 .:o- ..£.: F Air vacuum Operation visual Valves 1 test contractor contractor valves observation 1.02 SUBMITTALS t: (Ylanutecwrer i= Shop Arslwinco 4glog Aw rt>.1aAetion 33i Ssstemani of €CettTti tenEs�1 Cal ► .,. �,02;I _:ReepOnelbffft�f. ...::.�0 ...>:., yes eS eS eS .f on request PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS =3>.£:3i.Ja... A Air and Vacuum Release Valves APCO Willamette Valve d Rimer Corp.'No 146 C'.Schaumburg.H. 2.02 MATERIALS - A MaEe►i s$ . ' 'teatlot Reference .,;»>.,. AWWA rAl2'Air Release,AlrNacuum and Combination Air Valves for Water Service" B Materials Schedule: Exposure Outdoor Fluid Conveyed Water Maximum Working Pressure 150 psi Pressure Class Class 150 Body Style Single Body Materials Body Standard per AWWA C512 i Trim Standard per AWWA C512 Bolting Material Type 316 Stainless Steel End Style Threaded Cover Outlet Configuration Threaded Valve Position Upright Shutoff Valve under Valve Required Discharge Pipe Inverted U screened with 316 Stainless Steel to meet DHS Standards Lining Fusion Bonded Epoxy(See Section 09961.1) Coating Powder Coated Epoxy(See Section 09961.1) 3.01 INSTALLATION A I Installateon Ifi;aMW.R00 .'a Manufacturer's Installation Instructions Cit of Huntington Beach Standard Detail 610 and 611 34 02085.3 SEGTIOPf.021186 4 ... ::'BUTTERFLY VALVES ........! .............. ....':.... .. i .... ....::::: .................. ... PART 1 GENERAL Esat Teat paid 1.01 QUALITY ASSURANCE Item Teet For wt Startdecd Freiluertey g Retests vsd Blr Hydrostatic Test leakage AWWA 6e04 1 test contractor contractor see AWWA C660 Valve Lining holidays a-6•holiday ea valve contractor contractor 1.02 SUBMITTALS Imtonofien =yak Manuteeteset CerGffeeteat i Shop Drswinga Catetap Data hnatrtutTans Irottuctnwm ; Statement o! narite TeeE Ra¢ordsr s n, »:>.:, ,..> 3.aM >s..:...:.a. .Resacnaibdi saK sla.> no .....::€ es on r uest es PART PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS ;, 5 a...:.:_: a ...,..55;:: : <ii..... :f A Rubber Seated Butterfly Valves Dresser 460,(Clow.M&H,Kennedy)Anniston,AL Henry Pratt Co.,(Mueller)Aurora,IL,"Groundhop- 2.02 MATERIALS A Materials: C504 Rubber Seated ButterflyValves B Materials Schedule: Exposure Buried Fluid Conveyed Water Maximum Working Pressure 150 psi Pressure Class 150B Materials I Body Cast Iron Valve Shaft Stainless Steel Type 304 with Stainless Steel Journals Discs Standard per AWWA C504 Bolting Material Stainless Steel Type 316 Style Hexagon head Discs Cast Iron,Ductile Iron or Ni-Resist Body Style Short Body End Style Match Adjoining Pipe. Do not use mechanical joints. Valve Position Horizontal(Horizontal Flow) Required Actuator Manual Valve Operation 2-Inch AWWA Nut Actuator Location Buried Direction to Open Left(Counter-Clockwise) Type of Shaft Seal Standard per AWWA C604 Lining Epoxy(9-16 mils per Section 09966.1) Coating Epoxy(4-6 mil per Section 09966.1) PART 3 EXECUTION 3.01 INSTALLATION A Iristailatiori'S oiFcat►tin Reference: C504 Appendix "Installation Operation&Maint of Rubber Seated BuV= > € Manufacturers Installation instructions. ....::::23 Jeri=99 :: .. :; 02085.4 SECTfON;d2085$.. . ..>. ••:.ItSILtENTSEATEITt�ATE;AND TAPPINr3 /A1,YE3 4"�12 :...:..:. PART1 GENERAL 3 Eiret?eat Paid :: 1.01 QUALITY ASSURANCE Itelxe Tex fnr Taet5etlrwarX Frequerwy ' I3€a:,.3,.6 ; ILetesla pt+W Sy ....t. .. .xs ri3.s:: .::r.<sis3., - ..,,. .>. Hydrostatic Test leakage n sacA 8609 1 test Contractor Contractor AWWA C660 Valve Lining holidays sec 6-holiday each valve Contractor Contractor free 1.02 SUBMITTALS InstMieport q�M'' ' Me`u'r'rtu`s° i,33 Shop Orawuge Cirtaloy Oeee atarentenc ofhorle°� Test Red°Me- Inetniael°Ilts lnetructYotu Cempllenea II ...... ... < ....:.;;...... otmbili s on request yes yes yes yes yes PART2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS ".:.: .......... : A Resilient Wedge Gate Valves 17'and. American Flow Control Co, United States Pipe and Foundry "Sodas 600"American Dading, Mueller Co.,Decatur,IL Co.'Matroseel'Class 260. under Birmingham,AL- Birmingham,AL B Tapping Sleeves 12 and under Ford Meter Box Co.,Wabash,IN JCM Industries,Inc.,Nash,TX Powerseal Corp.,Wichita Falls, "FTSS Stainless Steel' -Style 432" TX 2.02 MATERIALS A Mater)als€S ffica6ott Reference...:: .....::::::I AWWA C509"Resilient Seat Gate Valves 3"-12"NIPS forWater 8 Sewage" AWWA C516"Ductile Iron Resilient Seated Gate Valves 3"through 20" B Materials Schedule: Exposure Buried ` Fluid Conveyed Water Minimum Pressure Class Class 200 Materials Body Standard per AWWA C509 Stem Standard per AWWA C609 Bonnet Bolts Type 316 Stainless Steel Style Hexagon head Gates Standard per AWWA C609 End Style Match Adjoining Pipe Valves joining mains shall be flanged on main side. Do not use mechanical joints. Valve Position Vertical(Horizontal Flow) Valve Operation 24nch AWWA Nut unless noted otherwise on Standard Plan Direction to Open Left(Counter-Clockwise) Required Actuator Manual Stem Non Rising Stem Type of Stem Seal O-Ring b Lining Epoxy(9-16 mils per Section 09966.1) Coating Epoxy(4-6 mil per Section 09966.1) Tapping Sleeve Type 304 Stainless Steel with Type 304 Stainless Steel 314"test plug r PART 3 EXECUTION 3.01 INSTALLATION A[[ Manufacturer's installation instructions JCity of Huntington Beach Standard Plan 614A ...... } 02085.9 SECT*N 02087.1. ,_;?. REDUCED PRESSURE PRINCIPLE;DEVICE&I <. PART GENERAL 1.01 QUALITY ASSURANCE Item ? Rret Teat Paid ...Teat Par Teat Standardrac}uaAcy Retests OsKimv a, Hydrostatic test leakage dose drip tight I test each contractor contractor valve Orange county 1 test each Backflow Preventer backflow DHS stds(we valve contractor contractor certified tester) 1.01 SUBMITTALS Manufecture� t, Idgtallation : QSM CarbfWi Of SFtep Drswupa Getalog i}eta �, Statemeercof � Plant trropaetloxt Inatruct+one ? Iratruettarro :? Gompltanea .::. .. .... .>... .... ?. yes yes yes yes yes PART2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS :.:.....>............:........>.»>..............»>..,.:.,.............:,,,,,.,,,,.,....».......................................... ........ ..>:.,.................. ...>.>.:.:>................<..................,...........:>,.>,..:.................. .>.»»>...:.....,...>.: A Reduced Pressure Principle Devices I State of California DHS Approved Backflow Prevention Device 2.02 MATERIALS A fiAater9als!S 'iflcation€Reference :€ ; State of California DHS Approved Backflow Prevention Devices i PART 3 EXECUTION 3.01 INSTALLATION A Irrstailatiori .p.ci catior Reference >1 1€'€ City of Huntington Beach Standard Plan 609 and 609A Manufacturer's installation instructions r 23aun:1.9.. 02087.1 SECTION0208T.x ... ::::........DOUBLE.CHECKV4.LVE.BACKFLOWPREVENTION. SEMBLY PART1 GENERAL 1.01 QUALITY ASSURANCE Item "5 Fist Tam Pad Teat Por TetK Standard Fragaancv s 5 ftetatrte Prod tfir ....>.. ..... .... .. ..... Hydrostatic test leakage dose drip tight 1 test each contractor contractor valve Orange county 1 test each Backflow Preventer backflow DNS Sub(use valve contractor contractor certified teeter) 1.01 SUBMITTALS lnofglletion 4aM MenuFa4tttrei Certrfterke ei Shop braWON$. Ga od beta Statemencef Platt h 9ori Inatrucnorta IretrucaetmCorspUarws ............_.,........ no:. >=,. es yes yes yes yes PART2 PRODUCTS ._ ..........................._.................... . ......................... 2.01 ACCEPTABLE MANUFACTURERS .... ........ A Double Check Valve Backflow Prevention State of California DHS A Assembly pproved Backflow Prevention Device 2.02 MATERIALS A MatenaisS tfication Reference State of California DHS Approved Backftow Prevention Devices B Materials Schedule: By-Pass Meter 3/4"Non-Touch Read,Per Specifications Section 02083.1 i PART 3 EXECUTION 3.01 INSTALLATION All nstallation I(icatton.Reference ; City of Huntington Beach Standard Plan 617,618 Manufacturer's installation instructions r ...... ..:•55...:- 02087.2 QOIJPLINGS AND 1~XPANSION.,IOINTS ..> .>..:':.... .. . . . PART GENERAL 1.01 QUALITY ASSURANCE item Tap!Fm i est 5tenderd hegtlency Fir;;t'Fest Paid Jiriteses Pale! ' Thrust Visual inspection Couplings Restraint of thru m st 1 test City City restraint syste 1.01 SUBMITTALS ARanufectuter ::sf' InstaiFetam O&M t:ertilicats of l can Shop Drawingsatelog©efa Stats3nant of Instructions ffietrueLons t urnpll�ca Ga(eulakna thruzz m yes es es t restraint PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS EBAA Iron(E-Z Range),Eastland JCM Industries.Inc.(300 Series), Smith Blair.Inc.(800 Series). A Coupling Adaptor-Flanged TX Nash TX Texarkana AR B Coupling Gaskets-Sleeve Type BOkBf Coupiing Co.,Irk.(20a Dresser Industries(Plain Grade smith Blair,Inc.(000 Series). 8etlas Los An"es C 271,Bradford Texarkana C Grooved-Type Split Couplings ITT-Grinnell vaive co..Inc.,long Powrerseal pipeline Products Victaulic Co.of America Style 77, of Prussian PA Corp.,Wichita Falls TX Easton PA Baker D Sleeve-Type Flexible Couplings ker Coupling,Inc.,Los Angeles, Dresser Industries.(Style 381, Smith Blair,Inc.(400 Series). CA I Bradford PA Texarkana AR E Expansion Joints Dresser Industries(Style 63). 1 Ell"Iron.Inc.(Rex-Tend). Smith Blair,arkaInc.,(600 Series). Bradford PA Eastland TX Texna AR 2.02 MATERIALS A MaferiaksS cat(ortRefererieeis Use approved manufacturer Flanged Coupling Adaptors AWWA C219 Bolted Sleeve-Type Couplings Grooved-Type Split Couplings AWWA C606,Grooved and Shouldered Type Joints Sleeve-Type Flexible Couplings AWWA C219 Bolted Sleeve-Type Couplings ` B Materials Schedule: Coupling Adaptor-Flanged Location Body and Bolting Materials Not Buried-Steel Buried-316 Stainless steel Size 12 inches and smaller Working Pressure 160 psi Grooved Type Split Couplings Location Body and Boiling Materials Not Buried-Steel Buried-316 Stainless steel Size 12 inches and smaller Working Pressure 150 psi Sleeve Type Flexible Couplings Location Materials Not Buried-Steel Buried-316 Stainless steel Size All sizes Working Pressure 150 psi Expansion Joints Exposure Not Buried-Steel Materials All sizes Buried-316 Stainless steel Working Pressure 150 psi PART 3 EXECUTION, 3.01 INSTALLATION A I�sfi;illi3tionS ` ificahonReferencei€�>��-�€�€ Manufacturer's installation instructions B Provide thrust restraint per approved calculations or catalog data. .... 02088 SECTION 02224.?.... . ...ABANDONMENTiOF GONi3U1T.s,fI PART1 GENERAL 1.01 QUALITY ASSURANCE flr01.1 Pard € 3£ ........ tterR Test For TartSesndard Frequencg t B ,y3 iu Retests PBdEBy Feld Oreenbook A Abandonment of existir pressure in Std spec as directed contractor contractor plug or cap 306-1.4.6 B Do not disturb existing water lines without a City Inspector present. Do not operate valves without written Normally, only the Water Division will operate valves. Sho bIrsereurlosdtaioron tn.aE?vecFtttan 1.02 SUBMITTALS Muer - r .. p0rwlnas f dY 31 drts AeW.. ij neapois�7fuEty ' naenee l„ „ - , Submit proof or Acv qw - y dlsposdper A sto n0' irR t1Q !n0 a'T1P'' scaoMD stEE;ESI}13Ei < :I - Asbestos SEE Demolition .. . - ... ......... ....-,,. a.,.E.... ML B Shutdown schedule shall be submitted 72 hours before depressurizing or tapping existing pipelines or manholes. Show time to complete connections,Owner's inspection,testing and disinfection within specified shutdown period. C Before removing pipes and utilities to be abandoned,provide highline hoses,water trucks and fittings as directed by the water operations manager to maintain service. PART2 PRODUCTS not used PART 3 EXECUTION i 3.01 EXECUTION A Demollon S :eClfica#ioil Refe[eriee:s SCAQMD Tule 1403-Asbestos Demolition Requirements 1CIty of Huntington Beach Standard Plan 613 B Existing dewatered pipe may be abandoned in place per requirements of City Sid.613. C Existing nonasbestos pipe or conduit may be removed to landfill, in which case, backfill and pavement repair D Stockpiling of removed nonasbestos materials shall be temporary,outside of vehicle right of way In a location that will not cause a safety hazard. E Do not cut,trim,mill or disturb asbestos cement pipe,except to remove whole lengths of pipe,connecting PVC to ACP at the nearest joint using a suitable adaptor. Dispose of asbestos per SCAQMD Rule 1403. E Where services are abandoned,Remove meter box. Salvage and return meter to inspector. Close and cap corporation stop,or remove adaptor from service and install plug in service saddle where no corp stop is present. F Following removal, repair surrounding improvements to preconstruction conditions or better,to Water Inspect r 23�hu8wm� F[[: 02224 SECT.10 02321 5 ...5.?:5.:?Ix£xi,:TRENCHING '. ' ..::::. 'PART GENERAL 1.01 QUALITY ASSURANCE Ewtsstf�ald =isam Test Far TeatStsrxtad Frequency 3 1 33{ Retests ps&1 gy ...........>.5:3:3.3.. ..... 5.5.8 >h»> A Bedding Material Send Equivalent Cdtmns Test as directed city Contractor 217 B Bedding Material Permeability ASTM D2434 as directed city Contractor C Backfill Sampling ASTM D76 as directed city Contractor D Utility Backfill Expansion Index I1BC Sul Test as directed City Contractor 18.2 ASTM D1657 E Utility Backfill Compaction IAASHTO T1801 as directed City Contractor modified Proctor ASTM D1666 F Utility Backfill In Place Density (send cone)orASTM D2937 as directed City Contractor Idrive tube) In Place Density G Utility Backfill Cohesionless ASTM D2049 as directed City Contractor Soils 1.02 SUBMITTALS fNanufaeturer Shop Orav ttgs Cstelep Dett+ Irlst........ Ceruflcatq of EI+Ditaetmp . tstsmeny Qf Instructions Inatnuoriona Compllencs Celeufattons bi shoring 9 shoring A shoring S = Compaction test shoring d K. bracing bracing bracingo ' :-; b F soda report with bracing-; Engineer's seal B Shoring and bracing submittals for worker protection shall be submitted to OSHA as required by law PART2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS .. ... A Locator Tape The Allen Marking System Reef Industries,Inc.Terra Tape,Houston,TX 2.02 MATERIALS A Mafenaisl Ref Standard Standard Specifications for Public Works Construction Section 306 B Materials Schedule Trenching Backfill See Trenching and Resurfacing Detail Std Plan 606 Maximum Rock Size 3 Inches Thrust blocks Where required 3 degree bends and larger on pressure pipe Concrete class 450-C-2000 per Green Book Section 201 PART 3 EXECUTION 3.01 INSTALLATION l8stallati:€ `." ittcatiiri Ref fence:; _ i€'€'Standard Specifications for Public Works Construction Section 306 Cal Osha afety Orders City of Huntington Beach Standard Plan 606 3.02 Installation Schedule Pavement cuts sawcut only Dewatering depth 12"below bottom of excavation Do not use sewers as drains for dewatering decant Minimum cover 36"on pipe or conduit 8"diameter or less Maximum length of open trench 500'or 1 day's installed length,whichever is greater Maximum backfill lift 3'maximum Water consolidation by flooding OK In trench zone only for 2-ft maximum lifts Water consolidation by jetting OK in trench zone only for 2-ft maximum lifts Protection of trench(working hours) Use barricades,barriers and striping per plans approved by traffic engineer Protection of trench(off-work hours) Use 1"steel plates pinned or tack welded per WATCH handbook 23-Jun;, :..... .. .. .... :.:. .... ................. 02321 $EC:7ION OZ323 . ;: 7(CAVATMI:G:BACKFILLINO AND COMPACTING FO1 STRUCTURE$ ...... .. .r.,,...... ; :>.... ,,,. > PART1 GENERAL 1.01 QUALITY ASSURANCE 1, =tram Taa Ida = Tas!Stersdard PraQuen .... Rts:1 asp Palo ,m V> Het�stx>}s,d 1HY A Backfill Sampling Sampling AsTM D7s as directed Contractor Contractor Procedure B Structure Backfill Gradation AsTM ctss as directed Contractor Contractor C Structure Backfill Sand cdtmns 2;Test as directed Contractor Contractor Equivalent D Structure Backfill Expansion usC Std rest as directed Contractor Contractor Index 18-2 ASTM Diss7 E Structure Backfill Compaction (AASHTo T180 as directed Contractor Contractor modfied Praetor 1.02 SUBMITTALS Ma+ufacsruor lnitedatwR 08dW Canl�icasa of fnaer(� Slsop drawings Efitaiog Data lrrstnlGtlont ina#ueaage Staterr+ertt ofgtYtp�lAn46 CAf�utattanti': wo lasip6natb�pgr.:€....... ........:............. _. shoring& shoring if shoring shoring 8 A bracing bracing bracin .. na ; =I I f!o bracin B Shoring and bracing submittals for worker protection shall be submitted to OSHA as required by law PART2 PRODUCTS 2.01 MATERIALS A Materrals S ification Reference Standard Specifications for Public Works Construction Section 301-3 B Materials Schedule: .... ... .._- Structure backfill Slevesize €>>98: assiri ?ii Gradation No.4 96-100 No.30 No.100 Minimum sand equivalent 25 Maximum expansion index 30 Compaction 90% of maximum dry density Pervious backfill ievesizezii s96 assin Gradation 3/4" 100 3/8" 80-100 No.100 0-8 - No.200 0-3 Minimum sand equivalent 60 passing#4 sieve PART 3 EXECUTION 3.01 INSTALLATION A Iristallatioir Ificatioir Reference Standard Sp ecifications for Public Works Construction Section 301-3 ICity of Huntington Beach Standard Plan 606 B Installation Schedule Dewatering depth Dewater to 2'below bottom of excavation. Overexcavation Overexcavate to minimum 2'or depth of fill below footing. Temporary shoring required for excavation over oft Design equivalent fluid pressure 40 pcf Abandoning utilities in foundation area Cut off to 4'outside edge of foundation. Utilities 2'or more below footing may be filled with concrete. Plug ends for 6'. Cap pressure lines. Hand excavation Hand excavate when within 6'of existing structures. Material disposal Dispose to off-site location furnished by Contractor Maximum backfill lift 8 "maximum lift Water consolidation by flooding not OK Water consolidation by jetting OK Finished subgrade tolerance +/-0.10' 02323 SECT10-Wo ;}t' ...:3:.#ORING OR JACKIN CONDUCTS`..... _} PART1 GENERAL 1.01 QUALITY ASSURANCE } flrnTeatPeid 3 t} kertt Teat For Taat$ta�srd frequenep' Bpi:x :: Aetaets Pad By ........ ..... .. .. standard A Line and grade accuracy survey as required contractor contractor ethods 1.02 SUBMITTALS ;} �5} tr}atailal3gn Odrt}> Manuractlser ?. a SFq.Fl4.441'+0 's InstruEtans.5 ...... ian4 C7NeVfet�Qr}o :F keapcival .......j " Jacking Fit Jacking Fit -- _}} f x=} Bracing design A Jacking Pit Bracing _not required not requhed na#requlred tat rvquiretE required per city of Los Angeles sm 38264 s Casing or Condult and 5 5} --. F 5 } B Casing or Conduit Jacking Heed not ragtii«E roe nqulrad mtraquired' not regrirad required natrequirsd Support - 5 - € 1 Blocks,CarrierNP s-- . s _: } }i11 Pipe Bracing - _ 5 .. - st. .. > - - ......-.. .5..5...:: .. ..:-:i:.....::. C Pressure Concrete ovt requlrvd.<. :;:not rii141red rwt required.' rwergqurrid'. rrgt:rviRdred:: :>ngttaquked:; MlzDesign B Shutdown schedule shall be submitted 72 hours before depressurizing or tapping existing pipelines or manholes. Show time to complete connections,Owners inspection,testing and disinfection within specified shutdown period. C Before removing pipes and utilities to be abandoned,provide highline hoses,water trucks and fittings as directed by the water operations manager to maintain service. PART2 PRODUCTS 2.01 APPROVED MANUFACTURERS . A Bentonite Black Hills Imacco-Gel 2.02 MATERIALS Steel Casing Butt Welded Steel Sheet or Plate per ASTM A245 or ASTM A2.83 1Nater:Pi "'Size.........'':..::::.:.'.,i 4 in 6 in 8 in 12 in Minirniaii Giisin 00s ?€` i>i 10.75 in 12.75 In 16.75 In 20.75 In Minidirtiri Wi Thibkness' €€ 0.375 in 0.375 in 0.375 in 0.375 in 'These are minimums. Licensing or permiting agency standards may be more rigorous. Grout Portland cement,water and sand with 2%bentonite by weight. Annular Backfrll Sand passing 100 sieve Carrier Pipe Support Prefab Steel Casing Insulators w/Stainless Steel fasteners or Redwood Skids PART 3 EXECUTION 3.01 INSTALLATION A Installat�rj:S"' rficatioii Reference Standard Specifications for Public Works Construction Section 306.2 C' of Huntington Beach Standard Plan 622 B Before beginning work,secure permits from Caltrans,OCEMA,City of Huntington Beach,BNSF or UP as required. C Before beginning work,secure Cal OSHA Division of Industrial Safety classification for bores over 30 inch diameter. �4 D Before beginning work,conduct all safety meetings per California Division of Industrial Safety requirements. E Before beginning work,pothole all utilities shown which may conflict if not located as shown. Failure to pothole will severely lionit recovery for changes in work required due to inaccurate utility locations on plans. F If casing and carrier are not installed in one continuous operation,bulkhead portals and backfrll and reexcavate jacking and receiving pits G Excavate only within jacking head to prevent caving. Do not excavate in advance of head. H Jacking bands are required on pipe ends receiving jacking thrust. I Seal ends of annular spaces with Class B concrete. J Backfill jacking and receiving pits as shown in Section 02321,complete with pipe bedding and backfrll required for carrier pipe materials. K On County,State or Federal property,Agency standards shall apply if stricter than City Standards. 23�1ii =98 a:: 02445 SECTION 02610 1 ...:...:...... ... pUCTILE€RONl PIPE.: a'::,': PART1 GENERAL t.01 QUALITY ASSURANCE FuasTe•cPli�a [tent Taet�r T4►1 StYttdsfd F+ rutr a;;;,3.:,$ ;..: ftseaeffi Pad 8y A Ductile Iron Pi Field Pressure AWWACSoO all pipe Contractor Connector 1.02 SUBMITTALS t Ir�iellatron 178M 1 Fauridry Record iCatMiaate I Erpiroearnpli` Shop Drawktge -Catalog Dais ,; , i; - j Instructions .................... ErdMCnpts CpinPll9rtCe Ctistds ; cut sheets on DIPRA Guide for';'::::::::.......:::>:.:..:<' Required per Required per Required for A mitered or required Installation of r0„..„,i AWWA C161 AWWA C761 Joints and thrust beveled pipe Ductile Iron Pips ----" Sect 51.6 Sect 61.6 docks 20'and PART PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS ....:...:....... A Ductile Iron Pipe American Cast Iron Pipe Padflc States Cost Iron Pipe Co., United States Pipe and Foundry Comoanv.Binnin hem AL Provo UT Co. Union City.CA Mcwane Cast Tyler Pipe United States Pipe and Foundry Iron Pipe Napeo Manufacturing Corp., Industries B Ductile Iron Pipe Fittings Comparry'Tyton',Birmingham, Company. Birmingham.AL -Union-Tlte.- Birmingham,AL Tyler,TX AL American Cast Iron Pipe Pacific States Cost Iron Pipe Co., United States Pipe and Foundry C Rubber Gasket Joints for DIP Company,Birmingham,AL, Provo,LIT,"Fastite" Co.,Union City,CA.'Tyton' "Fastite" D BunaN Nitrile Gaskets Long Beach Industrial Gaskets E Insulating Bushings,Unions,Flange Central Plastics Co.,Shawnee.O EPCO Sales Inc..Cleveland,ON Pipeline Coating and Engineering Insulation"s,Casing Insulators Co. F Gaskets Crane Co.'Cranite",long of Garlock Winger,Richard.Inc.Sydney,ON Prussic PA G Polyethylene Encasement Northtown Co.,Huntington Beach,CA JdN Manufacturing Co., Scotchwrap(3M1.St Paul MN,No H Tape for Polyethylene Encasement Uvin ston NJ No V-10 60 Tapacoet Co.,Evanston,IL,CT 2.02 MATERIALS A Materials 5 "'ificatioti Refereece Std Specifications for Public Works Const.Section 207-9 ... ...... ..- B Materials Schedule: Ductile Iron Pipe Fluid Conveyed Water Working Pressure 150 psi Pipe Class 360 Ends Beveled plain-end x bell on standard length pipe Beveled plain end x beveled plain end on shorts Joints Rubber Gasket Push-on Joints per Bonding of Joints required AWWA C111 Fitting Material AWWA C110 Ductile Iron Fittings only Restrained Joints TMasded Ra10ms'.... ........ Class 260 ANSI AWWA C11li Flanged Joints Bolts and Studs Type 316 Stainless Steel per ASTM A193 Grade B8M Project ends of bolts 1/4 to 3/8 inch beyond nut Nuts and Washers Type 316 Stainless Steel per ASTM A194 Grade 8M Provide 1 washer per nut Flange Gaskets Cloth inserted rubber full face 1/8"thick gaskets Gaskets in Contaminated Soil BunaN Nitrile Gaskets Lining Standard Thickness Cement Mortar Lining(1/8"Minimum) Seal Coat Asphaltic Material Polyethylene Encasement Color Class C(Black) Tape 2inch width PART 3 EXECUTION' 3.01 INSTALLATION A Ittstallat iflbatiorr^References€:».:...:;:;€ DIPRA Guide for Installation of Ductile Iron Pipe B Test Schedule Filling Rate Test Pressure 200psi Allowable Leakage ......8 gph/1000ft per AWWA C600 0.76 1.14 1.52 2.27 3.03 C PE Encasement Installation Method AWWA C106 Method A 23:�1u1u99 :.... :E. 02510.1 SEC ION:4261%2iiii:i>3i S.E.MI.-IF. STEEL WATER PIPF;; 3 .£.F i ii 333s si is E E.a : D. PART1 GENERAL 1.01 QUALITY ASSURANCE 13;1; SEE °=E ' =33i3 3 ° }I9W. ants l i €it€�€iJ3�E3'E;3 tt. : Test(�L�, -'rPEi _lfldsrd 3 3ssPr ulrt6�fi - f .is��t-:€i� RetM s_PM!" P@y Std Spec 300- Steel Water Pipe Field Pressure 1.a 5 1 test contractor contractor Shop 8td Spec 308- Welds Hydrostatic �a s 1 test contractor contractor test 1.02 SUBMITTALS € irsstaiist3or: q Cartilta<E r 3 3 xeta of «nouiva truio" $helt3N•wtnpb tstdgtl Dab 3 % rborbtd : 3 .......... 3 >: : inetrsicitornr kntructl'ore =: :s , : pir Ctlwtetlotts€: s: ..F.. fabrication € ; r i : g: i, 3 ; i, ::s s required for drawings yes yes ][ia 31€ ' 3n0 3__: required per Betln r Ye pe and lay 3 i i£3 i 3t£3 3 33 E, 3 ;,: AVI+vIIA C200 AWwA M11 sheets PART2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS s>I .F..>. t3333 €....;;. a...: ::>.;; A Fabricated Steel Water Pipe Ameron Inc..Rancho Cucamonga, LB Poster Co.,Pittsburgh,PA Thompson Pipe a Steal Co., CA En swood CO 2.02 MATERIALS A Materials€S Ifiefitl4n:Referenee :' €Standard Specifications for Public Works Construction Sec 207.10.2 B Materials Schedule: Exposure Buried and Above Ground Fluid Conveyed Water i Material Steel Material AWWA C200 Design Working Pressure 150 psi Design Stress in Pipe Wall 15000 psi Pipe Class 150 psi design Minimum Wall Thickness 0.1345 In 10 gauge Joints Standard Bell Welded Joints Lap Welded Slip Joints Flanges AWWA Class E(151-275 psi) ANSI 150 psi full face Bolts and Studs Type 316 Stainless Steel per ASTM A193 Grade B8M Project ends of bolts 1/4 to 3/8 inch beyond nut Nuts and Washers Type 316 Stainless Steel per ASTM A194 Grade 8M Provide 1 washer per nut Flange Gaskets Cloth inserted rubber full face 1/8"thick gaskets Gaskets In Contaminated Soil BunaN Nitrile Gaskets Lining Cement Mortar Lining(AWWA C205) Standard Thickness Other Approved Lining none Coating of Buried Pipelines Cement Coating Required Thickness(AWWA C205) 1.00 in Other Approved Coating none Coating of Exposed Pipelines 3 Coat Epoxy Urethane System(AWWA C218 System 4-91) PART 3 EXECUTION 3.01 INSTALLATION A installati ---.Spa~IomRbference:€;,,.. .:,: Standard Specifications for Public Works Construction Sec 306.1.2 B Test Pressure 200 psi C Allowable Leakage ...20. .... .. '. Z4 iri .: :..... ..30 ..3:. .::..36 in<£:,;;' 12 ht - ......... .a... gph/1000 ft per AWWA M11 1.99 1 2.65 3.31 3.97 4.97 1 5.96 D Minimum Cover 48 in 02510.2 . SECTION:02fi10.B .. ....:......:.U.NOERt ROUND SERVICE UNE°VALVES AND.FITTING$ ,;.:: PART1 GENERAL 1.01 SUBMITTALS I(tetellsUon 0$M Mar+tAacturer ffieale er ErkllMgdtilfp Sh op tlrtiwlegs Catal beta Ststemerrc or It+atrtictiona inatrue6arrorrtpiiertce Celcvlattarr#£> s....... ...........:.>. .liesponetbillty , es no. no::::. tra ....:.: es ...no .. PART2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS :.::> i» Ford Meter Box Co.FB1001-1",1"Copper WS James Jones Co.1"CCX Compression for Copper A Curb and Corporation Stops-1" 'FB10004',Wabash,IN J-1937,B Monte,CA B Curb and Corporation Stops-7' Ford Meter Box Co.FB 1001-2",2"Copper We James Jones Co.2"CCX Compression for Copper "FB-1000.7",Wabash,IN J-1837,9 Monte,CA C Curb and Corp Stops-Contaminated S Ford Meter Box Co.1"Copper We'FB400.4", Ford Meter Box Co.2"Copper WS"FB-800-7", Wabash,IN Wabash.IN D Service Saddles(AC Pipe) Ford Meter Box Co."2028%Wabash,IN James Jones Co."J-879",8 Monte,CA E Service Saddles(PVC,D.I.,C.I.Pipe) Ford Meter Box Co.'880-, Ford Meter Box Co.-2028", James Jones Co."J-998",B Wabash,IN(10"S.1 Y only) Wabash IN(12"orgy) Monte,CA F Meter Couplings and Yokes James Jones Co."J-132-,B Monte,CA James Jones Co."J-132", Monte,CA Ford Meter Box Co."CF31.66", James Jones Co.'J-129.BF or Mueller Co.,A Grinnell Co. G Meter Flanges-1-1/7' Wabash,IN 67F",19 Monte,CA "H14208",Decatur,IL Ford Meter Box Co.'CF31.77', James Jones Co."J-129,7F",B Mueller Co.,A Orinnell Co. H Meter Flanges-7' Wabash,IN Monte,CA "H14208",Decatur,IL Ford Meter Box Co."KU23- Jam"Jones Co."J-1625",B Mueller Co.,A Grinnell Co. 1 Angle Meter Stop-3/4" 332W-,Wabash,IN Monte,CA "H14266",Decatur,IL J Angle Meter Stops 1"X 3/4' Ford Meter Box Co."KU23342W'.Wabash,IN James Jones Co."J-1626".13 Monte,CA Ford Meter Box Mueller Co.,A James Jones James Jones K Angle Meter Stop-1 Co."KU23• Co."J-1626", Co."J-1626-F", Odnnell Co. . 444W", "H14266",- - 8 Monte,CA B Monte.CA ebe Decatur. ...;:'r.;: Ford Meter Box Co."FV23. Mueller Co.,A Odnne11 Co. Mueller Co.,A Grinnell Co. L Angle Meter Stop-1-1/2" 777W",Wabash,IN "H14276",Decatur,IL "H14286',Decatur,IL M Angle Meter Stop-2 X 1-1/2" Ford Meter Box Co."FV63- James Jones Co."J-1626f",9 Mueller Co.,A Grinnell Co. 777W",Wabash,IN Monte,CA "HI 4280",Decatur,IL Ford Meter Box Mueller Co.,A Mueller Co.,A - -- -- - '-" James Jones N Angle Meter Stop-7' Co."FV23- Co."J-1626-F", Od°nail Co. Odnnell Co. 777W", H14276% -H 14286", # .; B Monte,CAWabash IN - Decatur.IL ...s...>.:..:.:::::: O Ball Valves(Brass)w/ss handle Kitt 56-034(314"),56-100(1") Kitz 58-112(1-112"),58-120(2") P Fittings for Copper Pipe James Jones Co.,9 Monte,CA Ford Meter Box Co.,Wabash,IN Q Polyethylene Pipe Phillips 88 Ddscopipe-3408",Richardson,TX 2.02 MATERIALS A Materials: ficatlon a ereh.C&"€'. 1AWWA C 00"Underground Service Line Valves and Fiffings" AWWA C901"Polyethylene Pressure Pipe and Tubing" B Materials Schedule: Service Pipe Polyethylene PE 3408 IPS Service Pipe(Contaminated Soil) Copper pipe and tubing ASTM B88 Type K with Nitrile Gaskets 90 degree elbow on Meter Brass pack joint type 90 degree elbow Brazed copper sweat on copper pipe PART 3 EXECUTION 3.01 INSTALLATION A Iiatallatlon IficatlonReterence < .i'IAPMO Standard 804-1 for vrazed fiffings AWWA C901 Appendix A 'City of Huntinciton Beach Standard Drawings 601 through 604 B Join PE Pipe to compression fittings with internal sleeve. Do not heat PE pipe. .......< ......02510.8 $IrGeTIQN:{l26tt1,8..> ;>i;t ION PI s€�..... PART1 GENERAL 1.01 QUALITY ASSURANCE .: Test:Ker 7eatSiarderd, - �€ f?retTaat Pgi�s HeteuePs{d t3y ii ......>.:'.s.£>.. ... .. ....... _ >..:a.ay. -n:-:.s... ....:..„s s ...,,,..,ss .....3.. ££ ....:a-ss£s Plastic Water Pipe Field Pressure Greenback SW Spec30e-1.4.5 1 test contractor contractor 1.02 SUBMITTALS €= MatwEaottxet t3 = trateli.... tid�M 3 t�ereifia�ia of Etioinearing stlo4Pr�wgtipe .t�l4tl Data = pistruetiau inennuttnr�3 St 4! Caane�E 3 3 C.tea€Titiaess _ 3 .>...>.... .. ...... es es es :::?'.'..3.rt0=.,.r::. . . ....?:no :no es PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS Certainteed Corp.Pipe and J.M.Manufactur'g Co.,Inc.. Pedeo Western Extruded Nestles A PVC Distribution Pipe Plastlp'Vinyl Iron",valley Livingston,tar Company,(Eugene,OR Forae.PA B AC-PVC Transition Coupling Certalnteed All C-900 2.02 MATERIALS A .MatBnals S lficahoR ReEererlce ..A C900"Polyvinyl Chloride PVC Pressure Pipe 3 in through 12 In for Water" AWWA C905"Polyvinyl Chloride PVC Water Pipe Nominal Diameters 14 In•30 In" B Materials Schedule: Fluid Conveyed Water Material Joints Rubber Gasket Push-on Joints Joints in Contaminated Soils Nitrile gaskets Rubber Rings Conform to ASTM D1869 Fitting Material Ductile Iron Class 350 Design C-900 C-905 Dimension Ratio 18 14 25 21 Working Pressure(psi) 150 200 150 200 Pipe Class 150 200 165 200 Allowable Deflection 5.00% 5.00% 5.00% 5.00% Color White or Blue for potable water pipe Purple(Tourmaline)for reclaimed water pipe Field location(Potable Water) Attach 14 gauge insulated wire to top of pipe Use 6-Inch wide plastic marker tape labeled"CAUTION POTABLE WATER LINE BELOW" Field location(Reclaimed Water) Attach 14 gauge insulated wire to top of pipe Use 6-Inch wide plastic marker tape labeled"CAUTION RECLAIMED WATER LINE BELOW" PART 3 EXECUTION 3.01 INSTALLATION A Installation 5...... atforReferenee` Manufacturer's Installation instructions City of Huntington Beach Dept of Public Works Water Division Standard Plan No 600 B Test Pressure 200 psi o ........ C Allowable Leakage :...?I fn.. ::'.. ....... t3 ..,: gph/1000ft per AWWA M23 0.38 0.57 0.76 1.15 1.53 D Use Ductile Iron Class 350 Fittings for deflections,per Section 02510.1. E Do not hot tap PVC pipe within 3 feet of collars,joints or fittings. F Do not install pipe until curb and gutter are in place or are staked by a licensed surveyor. If curb and gutter fall over pipe alignment,relocate pipe. G Chlorination shall be performed per Section 02516. H Minimum cover PI size din .B;Err 8 in 12 seal.` ater Min CbVer ;; 36 in 36 In 36 in 48 min. xtlun�8. _ . '; 02510.9 na.? SECTION.02613 , ..,?::I,.??.i.}..H1/ARAIVTS e= }?€>»..:.:.; ........ '; .: ? '�, ',.>...,.�. PART1 GENERAL 1.01 SUBMITTALS } t= t= ll+st�llidod = i= Q&M ;}'',= MM41rACIW i CMb71cKe el' +fnpi►teetilip z} Shop 17rew?npa }Catalog t)eee ? € _€} 9tetemenroii }__? _ _ :: _ lemtructians l atnmawru l 91 pBaness».!} Caksfs M .....>. K s;r..W »,..nai.....:; es no ',.»ao..:... .. '.:.na .,...:,,. on request PART2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS Clow Corporation Valve Division Clow(Long Beach Iron Works) A Wet Barrel Fire Hydrants Muellar Company,6eastur,IL (Fgeh)-Model 6-,Oskdoosa,IA -Ie11-,Lonp Beech,CA. B Breakaway Spools and Bolts Use same manufacturer as hydrant or manufacturer approved by hydrant manufacturer. Ci Bolts Use some manufacturer as hydrant or Td-Pack 2.02 MATERIALS A Werrals S. Ifleiijhort Etefeertce :i AWWA C503"Wet Barrel Fire Hydrants' Lining AWWA C550"Protective Epoxy Interior Coatings of Valves and Hydrants" Threads NFPA 1963"National American Fire Hose Coupling Screw Threads" B Materials Schedule: Exposure Outdoor Fluid Conveyed Water Maximum Working Pressure 150 psi Type Wet Barrel Hydrant East Bay Style Barrel Size 6 inch minimum Bury Depth 42 inch maximum Bury Length varies Bury Inlet Condition Flanged Number of Hose Nozzles 1 hose nozzle Hose Nozzle Diameter 2.5 inch Number of Pumper Nozzles 1 pumper nozzle Pumper Nozzle Diameter 4 Inch Direction to Open Left(Counter-Clockwise) Materials Stem ASTM 8124 High Silicon Bronze Alloy#7 Nozzle Cap Cast Iron with Rubber Washer Outlet Nozzle Cap Chains Nonkinking Steel Cap Chain Hydrant Spool Two 6"x 6"Hydrant Breakaway Spools cement lined per AWWA C104 Hydrant Spool Coating Asphalt Coating per SSPWC 206-3.6 Botts Steel break off bolts Hex Hot-Dipped Galvanized 5/8"x 3" Lining Epoxy(9-16 mils per AWWA C550) Coating(includes breakaway spool) Powder Epoxy per Section 09668.1 Color Public Hydrants Sherman Williams B66Y37 New Huntington Beach Fire Hydrant Yellow Private Hydrants Rust-Oleum#1210 Fire Hydrant Red PART 3 EXECUTION 3.01 INSTALLATION A: Irutallatksn alleatron,R6ference € • AWWA M17,"Installation,Field Testing and Maintenance of Fire H drants" City of Huntington Beach Water Department Standard Plan 607 B. Obtain permits from City of Huntington Beach for hydrant. C. Hydrant Elevation-bottom flange 4 inches above paving. D. Bury elbow shall have thrust block. Z3. lLm ...... :: . :;. »......: a 02513 SEGTION.025>6,t CONNECTIONS`TO.:EXI$TINGrPIPE1.iNES .. PART1 GENERAL 1.01 QUALITY ASSURANCE trot Cexeid : ttarn 'F' 3 Test fw s Test Stanulard pragt7ency >:F iB >. ;; tietasta Petd By A Connection to existing I nPtness by permit required at ail contractor contractor Inspector requirement tie Im 1.02 SUBMITTALS _ Mawteetuter tnetalletion 09ehk tAet =ate of $typ nee mt Shop Drawirpe CeteloQ Date Statemern nt Imtru.fte► n ... C9mpiiartce CataW�tiutns. 5:,:>•?. ...... s._., s.>......:' s•,�. 3.. sss.... .-:. Respothty FYQNIainp plan - - - { t or alternate i3 plan to tt0 iflfk no n0::' ttiJF 3 nQ tt s maintain 3 s.- 3 customer 3t s3�tstiii 3'' i3 3 s 3s -:t a 3t sorVI Co. B Water Operations Manager reserves the right to take over work and backcharge Contractor in the event that progress is Inadequate to complete connection within specified time limit. C Do not disturb existing water lines without a City Inspector present. Do not operate existing valves. Only the City authorized water operation representative may operate existing valves. D Adjust vertical alignment to avoid humps in pipelines.Install air vac valves if humps cannot be eliminated. E Do not connect new pipelines to existing facilities until new pipe passes pressure and bacterological tests. 1.02 SUBMITTALS oa.M Menufsetuaer Proof of 3 St>Qp t7rawinoe t:stelop ...... lhetruoni. s Statement of potho%rq data fmuu,a�one rFoull.roseelf tteaporierniltty n receipt o [> -- - - schedule City Required on -`: ..;t ........:....�.-[ Determine will notify steel pipe ':3 -''.'. -: s - - locations of affected Required on - required on - 3s - ; connections In Customer$. A connections to nl) steel pips only advance. Schedule pipelines IS" - - - -- Inspection shutdown at or lerper --:`:: -- '-i required. least 48 hours .......:.. .... otter B Shutdown schedule shall be submitted 72 hours before depressurizing or tapping existing pipelines. Show time to complete connections,Owner's inspection,testing and disinfection within specified shutdown period. C Shutdown period shall not exceed 4 hours. For longer shutdowns,provide highline hoses,water trucks and fittings as approved by the water operations manager to maintain service per section 01724. D Shutdown schedule shall schedule shutdowns during periods of low use. PART 2 PRODUCTS not used PART 3 EXECUTION 3.01 INSTALLATION A c Standard Pea cations or Public ors Construction Section 6- .Iti'stallatio�i:i ification`Eteferene:=>sr B There is no warranty of the condition of existing pipelines. Existing valves may not shut bottle tight. C Where connecting to existing valves,first depressurize or restrain the existing valve per City requirements. On completion,replace valve can and cover and adjust to grade. D Dispose of water from existing mains and leakage from existing valves in accordance with Regional Water Quality Control Board Requirements. Provide pumps and hoses as required to continually dewater work area. Provide proof of permit from Regional Water Quality Control Board. r E Dewatering of existing mains shall occur only in the presence of an Inspector. F Encroachment permits are required before any work begins in public right of way. 02515.1 SECTIONi02516.i?...`:,#s##...::>..';DISWFECTION.O WATER DISTRt81JTtON....:. PART GENERAL 1.01 QUALITY ASSURANCE F'3tstTesl�a&! "; harry Test For Test StasetderQ Frequsrsgf Retestq paid By r>55:}#.. ..#....iti 3E ........3- chlorine Standard Chlorine residual residual Methode Drop test ail pipe contractor contractor Dilution Method 1 sampleW 24 bouts after Standard flushing Madlods, locations as conform directed to test Bacteria collform aer000nes all pipe. If first contractor contractor nep dive,total. sample falls,2 plea count< consecutive Soo cfuh:o sample@,24 hours apart must pap. 1.02 SUBMITTALS Mern,rscer�rpr 7 r+ari it etardan oaM # Cenldc@ta a!F # Shop prawinps catalog l5at@ Ststamentaf fnaVuet3one Inetructiona - C- amplianea Calaufatron[ 3...:..:r .. :I- .:?:... ::.>:... ... .....:.::. .IipponaibrbtY sr,.' s#.. ...r.:>##s tor: required hom £ # €la€ IIf] - Water division Submit =i jfsii' ehlodrotlon pion [1a : � approved astlns n0 Z fa= s # s company. i s :=slits PART2 PRODUCTS 2.01 ACCEPTABLE TESTING COMPANIESM :. A City will conduct tests at Contractor's expense. 2.02 MATERIALS IVlatena s S nation:..of hdiii2ffl iK�i!!€ AWWA 00 "Liquid orine B Materials Schedule: Location All water mains Requirements before testing Thrust block curing 7 days or 2000 psi Curing of mortar joints(if any) 8 hours Curing of mortar lining and coating 14 days Testing water Reuse of chlorination water OK for pressure testing in mains not connected to City system Disinfectant Chlorine Gas Method of Chlorination Continuous Feed Method Method of Injection Inject solution using booster pump Alternates May be used if approved by Water Operations Manager Maximum Fill Rate 1 fps Dosage Pipe diameter .6:m.. :: 81n. ..:.. ... .....i21n::...... 46.in Pipe volume per 1000 feet 1,469 gal 2,611 gal 5,876 gal 10,445 gal 16,321 gal 23,502 gal Maximum Fill Rate(gallons per minute) 88 157 352 627 979 1410 Air purging Use air valves and hydrants where available. Otherwise,tap line at high points. Expel air and cap with brass plug. Chlorine Residual Required 50 ppm after injection 25 ppm after 24 hours PART 3 EXECUTION 3.01 APPLICATION A A icetton' "`ificat1o6:R6ference ".11AWWA C661"Disinfecting Water Mains" Standard Methods for the Examination of Water and Wastewater B Provide necessary test and sampling fittings In pipeline as work progresses. C Perform chlorine residual sampling per AWWA C651. D If first sample fails,bacterial tests shall pass on two consecutive days prior to acceptance by City. E Neutralize chlorine before disposal per AWWA C651 Section 6,or obtain written permission for direct disposal. F Flush line until chlorine content equals system chlorine levels. Meter and pay for all water used. G Bacteria sampling will be done by City personnel or approved Independent water laboratory 24 hours after lines are flushed. H Do not place line into service until City's written acceptance of testing results is received. 23luh-88 [ .... 02516 PART1 GENERAL 1.01 QUALITY ASSURANCE } ; P M. Item Teat fad ?eat Stand rrd }t ragaenc}r }}_ } Retests Pa?d 13Z Standards fo test all pip Hydrostatic test pressure each pipe and ser-Acei contractor contractor material PART2 PRODUCTS 2.02 MATERIALS A Materials Schedule: Requirements before testing Thrust block curing 7 days or 2000 psi Curing of mortar Joints(if any) 8 hours Curing of mortar lining and coating 14 days -_ Testing water Testing and make up water Use water. Meter and pay for test water. Filling rate 1 f Pipe diameter 4.m _< =:6;in 13 <>s . .... :..17m}. .:::;.....0:6.in Flow rate at filling velocity(gpm) E.2 88.1 156.7 352.5 626.6 ' Allowable Leakage See specifications for each pipe material Air purging Use air valves and hydrants where available. Otherwise,tap line at high points. Install air and vacuum valve per City of Huntington Beach Sid.Dwg 611 Test pressure 200 psi Test duration 4 hours PART 3 EXECUTION 3.01 INSTALLATION A Standard Specifications for Public Works Constr Section 306-01.4 B Test line before connecting to existing mains,excepting hot taps. C Backfill trench with 2-1/2 feet of cover to anchor pipe before testing. D Dispose of water from existing mains and leakage from existing valves in accordance with Regional Water Quality Control Board Requirements. Provide pumps and hoses as required to continually dewater work area. Provide proof of permnit from Regional Water Quality Control Board. E Use City approved independent testing company for final testing. r 23-Jun-0.4:: 02517 ££,i,.. vc.S.r,H; �t PART1 GENERAL 1.01 QUALITY ASSURANCE #II} i 33 - F&4iTgst Prl� £33 33 3}> € s �3 t�i 3 3s 3 f 'Cent Fee �1'at 6urdi�rd£ } freeft�Y a =t'33I f = Etetesfs#€�EfY. Plastic Water Pipe Field Pressu .ireenbook std A. Spec 306.1.4.6 1 test contractor contractor 1.02 SUBMITTALS } i !f i 1MarniEsetcxee : 3 (MtMlBtipR � n0 �idt(�h ;,} SGerieic#e of >�+6+�+atinp snofki3 caale�OBta SteelYtant ad �netruetforo �rrotrurctinrre .> }> �wt�pNane�= Ca(t�tettend .......... ..... >. -.3 ......... - ...... f ...... f. --:E......},i}..i.. :: ..33.,3.. - �.. ...Sf... i ..5.....4:..#: rswtr>oe es n0 £ 1111.:s>. ltO 3.....::. yes 1:1`:5 qO}i•ia>.: ' f E5 , PART2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS ....': .'. €..#i<:S:Sf•....._.. `i 'i.,: «<}2.f.;si...• i Certalnteed Corp.Pipe and J.M.Menufactur'6 Co.,Inc..',. Peal6o Western Extruded plesties A PVC Water Pipe plastics-vinyl Iran".valley lJxinpeton,NJ a amperry,Eupane,OA For Pa MATERIALS 2.02 Mate1Ia18 S IficaEdo': e[erehCe` .....:::,: S -Polyvinyl chloride plastic pipe,Schedule A PVC Water Pipe 4%8" JASTIVI 02467 -Socket-type PVC plastic type fittings,Schedule B Materials Schedule: Location Valve Box Raiser and Blow-off Assembly Exposure Buried Style i Quantity See Plans Size See Plans Schedule 80 Fluid Conveyed Water Joints Solvent Cement Joints Color White Materials Pipe Fittings EXECUTION PART 3 INSTALLATION 3.01 Inst8ltatier3 S °'f�8tioh.Re*e hem;; Manufacturer's installation instructions apt of Public Works Water Division Standard Plan No 608 and UTT_ A Test Pressure 200 psi Allowable Leakage [ 4!n 6�t ....... : 6!n.:,....; B gph/1000it per AWWA M23 0.38 0.57 0.76 Z ,►un-88... M;;,..£t.£s ..... 02530.9 ........ .. ......: .. . PART1 GENERAL 1.01 QUALITY ASSURANCE nsclress ham lest Kar 7eat5tarwtar�f; Ktequaney'£ # iteteeta'paid i3y .... B A Sand and mineral Sand nsTM D242 as directed city contractor aggregate fillers Equivalent B Sand and mineral Abrasion nsTM c131 as directed city contractor aggregate fillers Loss 1.01 SUBMITTALS tnetellauon CiShA RAenufeotwer #'£ ieata i # ! Rrawlf�pe Gatalop Data irmtnrc@ors Ifi3ttuatwrm- Ti a Job rur.iormule # . . :..... no. es yes PART PRODUCTS 2.01 MATERIALS A Matettals 5" catksrt Reference € ZmUlsMw.A 6..... Standard Specifications for Public Works Const.Section 203� mulsron Agg-ragadeSIUM € Standard Specifications for Public Works Const.Section 203-5 B Materials Schedule: Bituminous Emulsion Grade SS-1 h Mineral Aggregate Type Type II Sand Equivalent 65 minimum Abrasion Loss 35%maximum Application Rate 0.10 gallons per square yard Setting Time 5 minutes minimum-60 minutes maximum PART 3 EXECUTION 3.01 INSTALLATION A Installatiort 5 ificaWh Reference €Standard specifications for Public Works Const.Section 203-3 B Restripe paving to preconstruction conditions. C Encroachment permit is required before disturbing pavement. :234t�. 02785.1 SECTION 03100 CONCRETE FORMS AND ACCESSORIES PART1 GENERAL 1.01 QUALITY ASSURANCE First Test Paid Retests Paid Item Test For Test Standard Frequency BY BY A Formwork Prepour Plans once each City owner inspection pour 10 day Chemical Immersion in B Waterstop Resistance 1 0%H2So., as directed City contractor HCl,m NaOH 1.02 SUBMITTALS Manufacturer Installation O&M , Certificate of Engineering Shop Drawings Catalog Date Statement of Instructions Instructions Responsibility Compliance Calculations waterstops,join A nojoint sealant no rto idol sealant no PART PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS 1 2 3 A Waterstops Greenstreak,Inc.,Saint Vulcan Products,Inc., W.R.Meadows Inc. Louis,MO Birmingham,AL Sealti ht Elgin,IL Sonneborn Building Pecora Corp., Products Div.,Chemrex, W.R.Meadows Inc. B Expansion and Contraction Joints Harleysville,PA Inc.(Sonoflex), (Sealtight),Elgin,IL Minneapolis,MN W.R.Grace Company, W.R.Meadows,Inc., Wiley Cork Co., C Premolded Joint Filler Cambridge,MA El in,IL Wilmington,DE Burke Concrete Accessories Inc. Vinylex Corporation(KoldSeal Zip- D Preformed Control Joint (Keyed Kold Retained Kap),San Per Strip KSF-150-00-50,Knoxville, Mateo,CA TN 2.01 MATERIALS A Materials Specification Reference: IStandard specifications for Public Works Construction Sect.201-3 B Materials Schedule Waterstops } Material l virgin polyvinyl chloride Dimensions Construction joints 6"wide x 3/8"thick at xenter,7/8"thick at edge Expansion joints 9"wide x 1-318"thick at center,1/4"thick at edge bulbed type Pattern ribbed or corrugated Hydrostatic resistance 125 It H2O Premolded Joint Filler Type Nonextruding and Resilient Filler(Non-bituminous)(ASTM D1752) Joint Sealant Type Type"A"Sealant(2-Part Polyurethane Sealant-Ca Spec 8030-01J-01) Type"B"Sealant(Preformed Elastomeric Sealant-ASTM D268) Type"E"Joint Sealant(Polysulfide Polymer and Rubber Rod) PART 3 EXECUTION 3.01 INSTALLATION A Installation Specification Reference: IStandard Specifications for Public Works Const.Sect.303-1.8.7 B Chamfer sharp edges with 3/4"x 3/4"triangular fillets C Clean form surface and coat with high penetrating form oil before placing concrete. D Notify Inspector 24 hours before prepour inspection. .:..... ...... s s 03100 SECTION 03200 CONCRETE REINFORCEMENT PART1 GENERAL 1.01 QUALITY ASSURANCE First Test Paid Retests Paid Item Teat For Teat Standard Frequency By By Tensile Sea Greenbook A Steel Rebar h ASTM A 615 Std Spec Table contractor contractor Strength 201-2.6.2 B Rebar Placement Prepour Plans once each pour contractor owner inspection 1.02 SUBMITTALS Manufacturer Installation O&M Certificate of Engineering Shop Drawings Catalog Data Statement of Instructions Instructions Compliance t, Calculations Responsibility A placing rabers no no no no mill test reports no Per Act 316 PART PRODUCTS 2.01 MATERIALS A Materials Specification Reference: JASTM A776 Epoxy Coated Steel Electrostatic Spray) Standard Specifications for Public Works Construction Sect.201-2 B Materials Schedule Reinforcing Steel Steel Yield Strength(fy) 60000 psi Type Stainless Steel with ACI Hook Ends or Epoxy-coated steel rebar(ASTM A776)with ACI hook ends Welded Wire Fabric Not permitted. Use reinforcing bars. Bar Supports Slabs on grade Use concrete supports Beams,walls and slabs not on grade Use galvanized or plastic coated supports PART 3 EXECUTION 3.01 INSTALLATION, A Installation Specification Reference: Standard Specifications for Public Works Construction Sect.303-1.7 CRSI Recommended Practice for Placing Reinforcing Bars B Deliver steel to site bundled and tagged C Notify Inspector 24 hours before pre-pour inspection. D Reinforcement shall be free of visible rust. If rust is visible,sandblast and remove corrosion. Zs:1un s8 :: 1.;;,,,> : 3 fir.: ,_ ;........ 03200 SECTION 03300 CAST IN PLACE CONCRETE PART1 GENERAL 1.01 QUALITY ASSURANCE Item Teat For Test Standard Frequency First Best Paid Retests Paid By Sampling Fresh et least 4 eeeh ASTM C172 60 contractor contractor A. Fresh Concrete Concrete Molding& ASTM C31 B. Fresh Concrete Curing (AASHTO T23) 1 each sample contractor contractor Specimens AStM C143 C. Fresh Concrete Slump (AASHTO 1 each batch contractor contractor T1191 D. Fresh Concrete Air Content ASTM C 173 orC231 as directed contractor contractor E. Cured Concrete Obtaining Drilled ASTM C42 as directed' contractor contractor Cores (AASHTO T24) F. Cured Concrete Compressive ASTM C39 1 each sample contractor contractor Strength (AASHTO T22) Flexural ASTM C78 �• G. Cured Concrete Strength (AASHTO T971 as directed contractor contractor H. Cured Concrete Unit weight ASTM C138 as directed contractor contractor AASHTO T121) I. Cured Concrete Drying Calif Teat 630 as directed contractor contractor Shrinkage 1.02 SUBMITTALS Manufacturer Installation O&M Certificate of Engineering Shop Drawings CatalogDate Instructions Instructions Statement of Compliance Calculations Responsibility concrete mix aggregate, A. falsework design, admixtures no no cement, no admixtures admixtures PART PRODUCTS 2.01 MATERIALS A. Materials S ecif(cation Reference: Standard Specifications for Public Works Construction Sect 201-1 B. Materials Schedule Concrete Class A C E Cement Required 560 460 100 Ibm/cy ASTM C131 Grading C C C 28-dayfc 3260 2000 100 psi Cement Type Type II Modified Low Alkali Water Cement Ratio 0.671 0.711 1 3,300 gal/sack Aggregate Coarse Aggregate Normal weight Fine Aggregate(44 Sieve) Normal weight Aggregate Grading 40% Fine 60% Coarse by volume 47% Fine 53% Coarse by weight Unit Weight 160 pcf Air Content 4%+/-1% Air Entraining Inert Powders, Set Accelerators Set Retarders Water Reducers Waterproofing Agents per Color Pigments (Bentonite, (Calcium Admixtures ASTM C260 Lime,Silica) Chloride) per ASTM C494 per ASTM C484 compounds Permitted Not Permitted I Not Permitted Not Permitted I Not Permitted I Permitted I Not Permitted Flyash Content(maximum) 20% 1.20 replacement ratio Class Standard Specification Class F PART 3 EXECUTION 3.01 INSTALLATION A. Installation S if(cation Reference: Standard Specifications for Public Works Const Sect.303-1,303-6 B. Installation Schedule Buried Enceaements' Manholes And Thrust Blocks Trench Slurry Location Structures Vaults Concrete Class A C A C E Maximum Slump(in) 5 4 5 4 5 Ordinary Ordinary Class 1 Finish Class "smooth" none none surface finish surface finish surface finish Weak Plane Joint Spacing n/a n/a n/a I n/a n/a Va r Barrier r uired n/a not r uired n/a n/a 23tn-98..:'s: 1 03300 SECT10T110348 E. £., .:3>. .Pi2ECAST L'ONCR�T :VAULTS. ;. ......... .... ..... ........... PART1 GENERAL 1.01 QUALITY ASSURANCE t'{�*t Test Paa Iter.. rear Fer TeorStenttard Frequency geteets Pakt(4y no observed A Installed Vaults Watertightness water after 1' 1 each vault Contractor Contractor simulated rain 1.02 SUBMITTALS i Ittafatlauor[ 1D&M r"{e °O°dOr Cortlfieate of Ettpirieei(np S9tcP Orav ry Catalo9 Dots ir>t#nwtcolm utetnutlars Stat°meMof __Comptltuue Ca1GtNebgrai€' A yes yes yes rro -rtQ R es PART PRODUCTS �. 2.01 ACCEPTABLE MANUFACTURERS :;. ::. A Precast Concrete Vaults Associated Concrete Products,Inc.(Oulkset),Santa Ana,CA 2.02 MATERIALS A Materiels: fcahon#?efef ce ...........5 ASTM C913-Precast Concrete Water and Wastewater Structures B Materials Schedule Precast concrete vaults Serves 4t160 Sertes 8080 Senes460 Series 660 Serves 6 tR erie�960 Location or 5 x 8 ar 6 x 8 ar 8 x 8' or 8 x 10 ar 8 x 12 ar 8 x 14 manhole manhole mardtale manhole manhole manhole vault vault vault= vault vault vain '€ Dimensions,Inside Width(Feet) 4 6 6 66 8 Length(Feet) -.10 Minimum Depth(Feet) 4.5 4.5 4.6 4.6 #4.5 Minimum Wall thickness 6 inches Knockouts and Sumps sump and pipe knockouts required Concrete Strgngth 4000 psi minimum Reinforcing Steel Grade Grade 60 Box Class l Class 700 per ASTM C913 Riser and joint seal Bituminous Material Cover Design Loading Parkway Loading,if in traffic way use H-20 Traffic Loading. Material HD Galvanized Steel with"Sli -Not"Required if in Sidewalk. Lifting Load Torsion bar assisted Plates Only,No Torsion Spring Floor Required Drain 12"drain to 1 cy pea gravel Ladder Hot Dipped Galvanized Required if Vault is 5-foot or Deeper PART 3 EXECUTION 3.01 INSTALLATION A lnstill�tion€S iftcationReference >z Manufacturer's installation instructions B Installation Schedule Location :.........:.:::..:vwttm.......:::.:.::............ . Finish Class Class 1'smooth'surface finish Vapor Barrier not required C Obtain encroachment permit before disturbing paving or right of way improvements. D Contact Water Division Inspector before any work is done. 3Swlun, ... .. .:.5.... --... .. ::-.: .. 03481 SECTIQN.ti8813 ..IQENTIFIC. . . SX.S.TEMS :.:::> ..... PART1 GENERAL 1.01 QUALITY ASSURANCE Eeret Test Pard item Teef Eot Teel 8tandetd Frequenag Fseteste Paxi B' A Paint Color No discernable as directed contractor contractor color difference 1.02 SUBMITTALS ilAwwfaaturetes !►ppllcrda�t 46M;fF MNrufieWrer Cett#(cete Cadatep Data Statemem.... rartce Cdoa S}amplee Clata 14heete Irsttruc..... lnatntottona: Rasponriiblll ...................... es yes 1.03 COLOR SCHEDULEwpmaneateiia. .... ....::.: ..... . : Physical hazards in normal operating areas ti Public Fire Hydrants,Valve Box Sherman Williams B6M7 New Huntington Beach Lido,Main Line Cleanout Lids; Fire Hydrant Yellow Airtvac cane,Guard Posts. Reclaimed Water Valve Box Lido, Tourmaline Purple Airtvac care Private Fire Hydrants,Post Indicator Valves,Fire Dept. Rust-Oleum#1210 Fire Hydrant Red Connections,Valve Box Lido .. Expoaed:Prpatg of ondurt . dolor. Water-Potable Medium Blue- Water-Reclaimed Tourmaline purple Electrical Conduits Gray Telephone Conduits White PART 2 PRODUCTS not used PART 3 EXECUTION A Tag meters for reclaimed water. I ,.-�;>�. F3 i... ;s,i.,. 3;.;siFE}4Pii ,.,. 09913 SECTION 8968.'!< ..........FUSIONBONDED EPDXY LNINGS.AND.COATJNGS..:.... ;...> .. .,:. ........: .... ... ::....... .' , :: ;< PART1 GENERAL 1.01 QUALITY ASSURANCE S�stTeatPaid Item Teatw Teat Staltda<d i requertcy RetBafa Pa�f s.: ..... B1!.. AwwA C550 A Epoxy coating Dry Film Thickness Section a and f each Item contractor contractor SSPC PA2 B Epoxy coating Holiday Testing AWWA C550 1 each Item contractor contractor Seetlon 5 C Perform all 1.02 SUBMITTALS IVlanufaetUror# Aypkretien o&M Nlsnufacicaeoerar+dub of detaleg!Seta �4atemernxrt Goler Slnmplee :oats 5lfeets Iretruat{one 3nstrvetsormarxpllencs required on yes yes yes 4 exterior coatinas only PART2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS a.. . . ` .. .,. CarboGne Coatings Co.,St Kopcoat Company,Inc.(Kop- A FUSIOn bonded liquid epoxy coatings Lass,Mo 1891) Keysite 750 Cost K-Gard!,Pittsburgh,PA B Fusion bonded powder epoxy coatings cook Paint Co.,(Pipe Clad) 3M Company,St Paul,MN Morten Chemical Powder Coatings Group,Reading,PA 2.02 MATERIALS A fufafenatsS ` ficatloii:Reference Steen i I Coatlp S AWWA C213'Fusion Bonded Epoxy Coating for Steil ernes' Valve and H. ratlt Coatis S AWWA C550"Protective Epoxy Interior Coatings for Valves&Hydrants" B Epoxy Coating Schedule Location Valve interiors Steel pipe interiors Valve can ids,Air vac cans, Fire h Brant exteriors Surface Preparation SSPC SP5"White Metal Blast SSPC SP5"White Metal Blest SSPC SP5"White Metal Blest Cleaning" Cleaning" Cleaning" Coating Fusion bonded 100%solids Fusion bonded 100%solids Fusion bonded 100%solids epoxy epoxy powder epoxy Application Rate 6 mil MDFT 6 mil MDFT 9 mil MDFT PART 3 EXECUTION 3.01 APPLICATION A A0151katloNS cification Reference Steei.Pl ``'Ikie Coatis s.... .:>...................::::>s:i AWWA C213'Fusion Banded Epoxy Coating fa Steel efnea" Valve ar1d:H` rant:Coatin S .. AWWA C550'Protective x Interior Coat' for Valves&Hydrants" B Coatings for submerged surfaces shall extend 12 inches above high water surface C Finished surface shall be smooth and glossy with no graininess or roughness. Lining or coating shall have no blisters cracks,bubbles,underfilm voids,mechanical damage or discontinuities. D Patch scratches and damaged areas incurred while installing coated items with 2-component 80%minimum solids liquid epoxy resin. Wire brush or sandblast damaged areas per SSPC SP-10. Lightly abrade or sandblast coating or lining on sides of damaged area before applying liquid epoxy coating. Apply liquid epoxy coating to dry film thickness of at least 12 mils. E Color should match fire hydrant on all hydrant assemblies. 23-Jii 99. ......: _..t.... s.. 09966.1 SECTION 09976«, COATINGS:FOR STEEI PART1 GENERAL 1.01 QUALITY ASSURANCE F �� ■id item Teet Fnr s 7eat Standard Fre4uenny 6 Ra4eett Paid HY .. - ........ x -54... .::.:. E.xxf>:i A Coatings Dry Film SSPC PA2 as directed contractor contractor Thickness manufacture's instructions under Coatings Holidays arpeM.1 of as directed contractor contractor Owner approved 11-month See section B Coatings warranty 01787 1 test contractor contractor inspection 1.02 SUBMITTALS Manuf�et,xsr s Mmatsaturara Appli¢afio» O&M Cattdhsata of i 3 s Ca+itlop Data St... lt�f > glor 5amabt bate Sneete Irreruetleitk 1c»1h�ebetgl ..."erisiblll .Compllene6 s I;>... tteenro.d•show x yes yes ....: hd.---...'€ Yes yes yes PART2 PRODUCTS <. 2.01 ACCEPTABLE MANUFACTURERS -- Eis Coetkgs tawwin WIWmr Amaen Prot satNe Dun Edw Los Company, TNEMEC Costkgs, A Industrial Coatings coatkgs.sr..,cA Argalr,cA Nudkglon 6..an, cwr r off °k r.knt Co. Kan...City,NO CA B Anchor profile measurement Keane ram poor.oamperstm T.al.x n...o-Wm byalaa Tk*w A Pouter.am OsbAal,CA Modsl Tkdna a Item,Son Osb6al,CA Modal C Holiday testing devices KD'Bid-0op',____I Naknss.u,da 20 mW Is.,tlddu sr une.2a rr as AP Booe-160oov ho■deT dstaotor, D Thickness testing devices -Inspewoe I Nmdson Cory IMauoterti,An".,CA •P..n.", 2.02 MATERIALS A Materiais5 ifioi3tioTt:.Reference......._.:::€:'>' Caltrans Standard Specification Section 91 or as shown B Industrial Coating Schedule: Valves,Nonpotable Meter Box Location Lids.Meter Veldt Cover for Steel Handrails,Pipe Supports and Steel Steps,ladders and Services 3•and Larger and Piping Structural Steel walkways ExDosed Exposure Metal Finish-Equipment Exposed Metal Trim and Structural Steel Steel Coating-Skid Resistant to Atmosphere Finish SSPC SP1 "Solvent Cleaning" Surface Preparation followed by SSPC SP 2'Hand SSPC SPe`Commercial Blast SSPC SP10'Near White Blast Tool Cleaning'or SSPC SP 3 Cleaning"or SSPC SPS"Pickling' Cleaning' "Power Tool Cleaning Primer Rust Inhibitive Primer Rust Inhibitive Primer Polyamide Anti-corrosive EpoxyPrimer Application Rate 2 mile 2 mile 2.6 mils Second Coat Alkyd Enamel Alkyd Enamel Epoxy Aggregated Nonskid Finish Application Rate 4 mile 4 mile 16 mils Third Coat Alkyd Enamel Alkyd Enamel Application Rate 4 mils 4 mile Color See section 09913 PART 3 EXECUTION 3.01 APPLICATION A A °Iicatlon S dltiCation Reference Painting Steel ISteel Structures Painting Council SSPC Standards Other Caltrans Standard Specification Section 59 Nameplates or Stainless Steal I Grease Fittings Buried or mortar Brass or copper, Machined B Do not paint any of the following steel sil"Myr-re coated pipe submerged surfaces C Shop primed finishes shall receive field touch up of organic zinc primer over scratched or abraded areas. C Coatings for submerged surfaces shall extend 12 inches above high water surface D Finished surface shall be free from runs,drips,ridges,waves,shiners,laps,brush marks and variations in color texture,thickness and finish. Hiding shall be so complete that adding another coat would not increase the hiding. E Damaged coatings,pinholes and holidays shall have edges feathered and repaired per manufacturer's instructions, ........... 09970 SECTfON 099$Os ... .. ....�OATlMGSFOR CONCRETE OR MASONRY.....:: ....: .......................... PART1 GENERAL 1.01 QUALITY ASSURANCE t2ai hem Test Far; Teat&artdsrd Retests Pad By Fretiuenny A Coatings Dry Film BSPC PA2 as directed contractor contractor Thickrw= Man.tecturr's Imtntctlons under Coatings Holidays supervision of as directed contractor contractor 0".vapproved 11-month see section B Coatings Warranty o1�00 1 test contractor contractor iropection 1.02 SUBMITTALS M ► t� Marlufssturans Jlpplibstion t1&M Catf3flGsie tK Catalog path . St .... pf CoIOrSshiples ipsta$hlets InethJcbbllk Ih4tMltbefM' ate erolbill .. Cbltt➢Ildi b I°I$.....=vf; yes yes ho yes yes ` yes PART2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A Industrial concrete coatings Arran Pmteative CoMhW,era.,CA CwbOsne Cet1ngIMO..W-y,st�' Trwmao CoalMpe,K.ne.e City,MO B Anchor profile measurement Keane T.tar profile oo.p.Mor Testex P-0-Fam Synem Tlnkr S 1bsr,sm eeb".CA Medd TMkr a fl.er,Sm O.Wlel.CA Modd C Holiday testing devices KU-Sad-Dog•.thid—rarer 20 mile M-t tlrlakne..ne.20 mils AP e000-ta000v holiday dreatr, 20 nAs D Thickness testing devices •Inweotor• Kordeon Corp IMikreteeti,Anaheim,CA •Po= 2.02 MATERIALS A Materials:5 ieation:Reference...."._,.,.: .:>:Caltrans Standard Specification Section 91 or as shown B Industrial Coating Schedule: Location Exterior Concrete Walla Exterior Concrete Slab*and Steps Exterior Masonry Walla Exposure Concrete or Masonry Stain and Concrete Coating-Skid Resistant Concrete or Masonry Stain and Sealer Sealer Surface Preparation Caltrans Spec 69-6.02 Coltrane Spec 69-6.02 Caltrans Spec 69.6.02 Manufacturer's Recommended Primer 2 costa Stain 2 coats Stain Primer Application Rate 260 sfpgpe each 260 efpgpc each Second Coat Acrylic Sealer Epoxy Aggregated Nonskid Finish Acrylic Sealer Application Rate 100 sfpgpc 140 efpgpc 100 efpgpc Third Coat Acrylic Sealer Acrylic Sealer Application Rate 100 sfpgpe 100 efpgpc Color As directed PART 3 EXECUTION 3.01 APPLICATION A A 1iddWri 5 ification.:Reference,..::;;;:. Other'>Pairstin Manufacturers application instructions Other i ...i z i i i i i i ii i i i 1 i i_.:i i 1 ii i i i i Caltrans Standard S p ecification Section 59 B Coatings for submerged surfaces shall extend 12 Inches above high water surface C Finished surface shall be free from runs,drips,ridges,waves,shiners,laps,brush marks and variations in color texture,thickness and finish. Hiding shall be so complete that adding another coat would not increase the hiding. D Damaged coatings,pinholes and holidays shall have edges feathered and repaired per manufacturers instructions. 09980 CITY OF HUNTINGTON BEACH ' DEPARTMENT OF PUBLIC WORKS WATER DIVISION SERIES 600 STANDARD PLANS INDEX ITEM DESIGN CRITERIA #600(1-10) GENERAL NOTES #600(2&3-10) IMPROVEMENT PLAN REQUIREMENTS #600(4,-10) ABBREVIATIONS #600(5&6-10) LEGEND #600(7-10) BASIC SEPARATION #600(8-10) BASIC SEPERATION OF EXISTING SEWER #600(9-10) WATER PLAN REQUIRMENTS #600(10-10) 1"WATER SERVICE WITH 3/,"METER #601 AND TOUCH-READ SYSTEM 1"WATER SERVICE WITH 1"METER #602 AND TOUCH-READ SYSTEM 1 '/2"OR 2"POSTIVE DISPLACEMENT METER WITH #603 WATER SERVICE ASSEMBLY 1 �/2"OR 2" COPPER WATER SERVICE INSTALLATION #603A 3"WATER SERVICE #604A 4"WATER SERVICE #604B 6"WATER SERVICE #604C 4"FIRE/DOMESTIC METER ASSEMBLY #605A(1&2-2) 6"FIRE/DOMESTIC METER ASSEMBLY #605B(1 &2-2) 8"FIRE/DOMESTIC METER ASSEMBLY #605C(1 &2-2) 10"FIRE/DOMESTIC METER ASSEMBLY #605D(1 &2-2) TRENCHING AND RESURFACING DETAIL #606 PAVEMENT REPAIR DETAIL #606A RECLAIMED WATER BARRIER DETAIL #606B FIRE HYDRANT ASSEMBLY #607 4"BLOW-OFF ASSEMBLY #608 SAMPLING CAN DETAIL #608A(1&2-2) REDUCED PRESSURE PRINCIPLE ASS'Y #609 1"THROUGH 2"REDUCED PRESSURE PRINCIPLE #609A BACKFLOW DEVICE BRIDGE&CULVERT CROSSING #610 AIR&VACUUM RELEASE VALVE ASS'Y #611 VALVE BOX ASSEMBLY #612 VALVE STEM EXTENSION #612A METHOD FOR CUTTING&PLUGGING #613 EXISTING WATER MAINS WATER LINE CUT OUT(TEES&CROSSES) #613A FOR 12 DIA.MAIN AND SMALLER THRUST BLOCKS #614 INSTALLING TAPPING SLEEVES AND VALVES #614A PIPE BARRICADE ASSEMBLY #615 ADJUSTABLE PIPE SUPPORT DETAIL ASSEMBLY #616 BACKFLOW PREVENTION DOUBLE CHECK #617 BACKFLOW PREVENTION NOTES #617A 4"-10"DOUBLE CHECK DETECTOR #618 HOT TAP ASSEMBLY #619 STANDARD TAP OF STEEL MAIN #620 INVERTED SIPHON ASSEMBLY #621(1&2-2) SIPHON ASSEMBLY #621A STEEL CASING PIPE #622 TAPPING STEEL PIPE #623 UTILITY BOX IN SLOPE #624 UTILITY BOX DETAILS #625 RMtf'. `k. M= 1 City of Huntington Beach Standard Drawings and Specifications 2 City of Huntington Beach Rules and Regulations for the Use of Reclaimed Water 3 American Water Works Association Standards 4 California State Health Department Standards a • a l #[ sCf3te ` 630 gpd per dwelling unit Qn,,,, =2.43xQa„ aak4.,a 4.00XQy a 200 gpd per alley �:. 20 g per employee t 550 gpd per machine ! " 200 gpd per room '.:. . 20 gpd per employee 1600 gpm 10 gpd per customer rf 3 gpd per parking space 3500 grill' -. :<�?:�.,<.. 4 gpd per seat 4 gpd per seat Actual fire flows will be determined by the 240 gpd per bed Fire Department based on the ISO Formula 40 gpd per student i1=18CAo.a Xi "'+ < ,•r �,s- a.���� y k,s ;'<: ..c.,..z. : :r ;,'�:•:! :': as. ' SYn" ''jz: .1 ��Yl Ktif�. `yD" �, ,k,Y•:<{'S' c.E:::: ' Diameter' t Capacity 260 gpm 780 gpm 2000 gpm 3000 m 5000 m 8000 gpm Min.Cover 36 in 36 in 48 in 48 in 48 in 48 in Material Class 160 PVC per AWWA C900 DR 18 PVC per AWWA C906 Notes' 1.Use only sizes and materials listed above. Use 8-inch or greater on all lines feeding hydrants. 6-inch runs on cul-de-saes may not exceed 300 ft. 2.Capacities are based on 6 feet head lose per 1000 feet,or 10 feet per 1000 feet with fire flow included.C-130,velocity not to exceed 8 fps and 12 fps w/fire flow 3.Cover is measured from top of pipe to finished grade. - 4.Charges or variations require written consent from Water Division and engineer of record. Minimum Design pressures 40 psi at peak hour 20 psi residual with required fire flow `E k �,c ->: - ? :.i,� '�-h•': " !- ;;.o.."�" �� fit:"')°S" .'•� a�tdE� �`k�"�'s��A.�° 't �'au°a�•�'' a'�«, :z `'\•.ty curp, curb North or East 15 ft No 10 ft 6 ft—W,- South or West Reclaimed Water C L min.off curb Sewer 0--11111— 5 ft--► Domestic Water Notes' 1• Locate mains in vehicular travelways,outside of parking or landscaped areas. 2. Mains outside public right of way shall be centered within a minimum 10-foot wide dedicated easement. 3.Thrust blocks bearing on soil on private property require an easement be secured for use of the soil. 4. 5 foot minimum separation is required between domestic water lines and fire lines. S. Do not deviate from standard pipeline location without written approval from City of Huntington Beach. S. Storm Drain to be located per City requirements.(min.10 ft.clear from water lines) .>:>.:.- g0p 10 feet clear from warm,10 feet clear 10 feet clear horn water,10 feet clear.. `. 10 feet clear from sewer or reclaimed water from sewer from reclaimed water =:'.. k.° k''s. a". �^ "`*'f`»>� 1 feet clear above sewer,i feet clear 1 feet clear below water or reclaimed • , ?.>� ' 1 feet clear above sewer or reclaimed water a:• . >. .' :: _ rtica�:> r :� „'�:: ` �?:. :. below water water Notes' 1. Plans shall show concrete encasement it 0 ft on each side)required if vertical separation criterion cannot be met. Do not encase water mains. 2. If dips or siphons are used for avoiding utility conflicts,valves are required on each and of the dip or siphon:pump out&air/vac. 3. See Department of Public Works Water Division Standard Plan 600 for separation details. rll #tAi�1 i Oslo $'ak:»r,,> .^^;%'k igiSs t � tx l � :At tees 3 valves2 ft minimum between taps on opposite sides are required. :A*a�feSzzA�.acv $ee 28 Dwelling units or 2 ft minimum clear between taps on same side At cross,4 valves 600 feet of main or are required. 2 fire hydrants 300 ft max hose drag separation In commercial or 1.Size meters per Uniform Plumbing Code using approved sizes below.. multi-family areas 2. Meter sizes shall be 3/4", 1", 1-1/2", 2",4",6" 8"or 10"only. 600 ft max hose drag in single family residential area 3. Meter each building or building section intended for separate ownership. 4.Domestic and fire services shall be separately metered. (commercial only) 15 ft minimum fire hydrant clearance from building 5. Minimum service size shall be 1"domestic; 2"commercial Notes: 1. Set hydrant bottom flange 4 inches above paving per Std Detail 60 6.Backflow protection is required on all connections except single family 2. Locate hydrants at curb returns at intersections, residences where no fixture is located over 20 feet above grade. 3. Install blow offs at ends of all mains per Standard Plan 608. 17. Place meters in public right of way behind curbs and out driveways. The Water Division . the Fire Department must approveplansbefore construction! a. - Standard Plan 600 1 of 10 C ty of Hundhtlo'n beach 'iFi t GENERAL.WATERNOTES ......i. '.'...£__.a> 3 3 ..F - ......:. .......:... F.:i .....> 1 THE FOLLOWING DOCUMENTS ARE INCORPORATED INTO THESE CONTRACT DOCUMENTS BY REFERENCE. A. CITY OF HUNTINGTON BEACH PUBLIC WORKS DIVISION STANDARDS B. CITY OF HUNTINGTON BEACH WATER DIVISION STANDARDS C. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. D. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION. E. AMERICAN WATER WORKS ASSOCIATION STANDARDS. 2 NOTIFY WATER DIVISION INSPECTION OFFICE 48 HOURS BEFORE START OF WORK AT(714)536-5921. 3 ARRANGE PRECONSTRUCTION CONFERENCE WITH AFFECTED AGENCIES AND UTILITIES 48 HOURS BEFORE START OF WORK. 4 4 EXPOSE EXISTING WATER PIPES AND VERIFY HORIZONTAL AND VERTICAL LOCATION BEFORE CONSTRUCTION. 5 STAKE WATER SYSTEM AT 50 FT MINIMUM STATIONING WHERE THERE ARE NO EXISTING CURBS. 6 PROVIDE ACCESS TO MAIN LINE VALVES THROUGHOUT CONSTRUCTION. 7 DO NOT CUT OR MILL ASBESTOS CEMENT PIPE. WHERE JOINING EXISTING ASBESTOS CEMENT PIPE, REMOVE ENTIRE PIPE SEGMENT TO NEAREST JOINT AND JOIN TO NEW PVC WITH A PROPERLY DIMENSIONED ADAPTER. 8 PROVIDE EXTENSIONS ON VALVE STEM TOPS HAVING OVER 36 INCHES COVER. SEE STANDARD PLAN NO 612A 9 INSTALL AIR AND VACUUM VALVES PER STANDARD PLAN 611 AT HIGH POINTS OF VERTICAL DEFLECTIONS AND AT AIR TRAPS AS DEEMED NECESSARY BY WATER DIVISION INSPECTOR. 10 THRUST BLOCKS ARE REQUIRED ON ALL UNRESTRAINED FITTINGS OR VALVES. TIE BARS IN THRUST BLOCKS SHALL BE#4 EPDXY COATED REBAR OR 316 STAINLESS STEEL.PROVIDE ACI STANDARD HOOKED ENDS. 11 DO NOT TAP EXISTING MAINS BEFORE PRESSURE TESTING NEW WORK TO BE CONNECTED. DO NOT TAP EXISTING MAINS WITHOUT A WATER DIVISION INSPECTOR PRESENT. PRESSURE TEST TAPPING SLEEVE IN INSPECTOR'S PRESENCE BEFORE TAPPING EXISTING MAIN. 12 DEFECTIVE WORK SHALL BE REMOVED AND CORRECTED WITHIN 24 HOURS FOLLOWING WRITTEN NOTIFICATION BY WATER DIVISION INSPECTOR. 13 CITY OF HUNTINGTON BEACH WORK PRIOR TO ACCEPTANCE WILL BE LIMITED TO PLAN REVIEW AND CONSTRUCTION INSPECTION. ANY ADDITIONAL WORK BY CITY FORCES DEEMED NECESSARY BY CITY INSPECTORS TO ENSURE COMPLIANCE WITH CITY STANDARDS WILL BE BACKCHARGED TO THE DEVELOPER OR CONTRACTOR. FINAL ACCEPTANCE WILL NOT OCCUR UNTIL REIMBURSEMENT IS RECEIVED. 14 FINAL ACCEPTANCE WILL NOT OCCUR UNTIL ORIGINAL RECORD DRAWINGS ON MYLAR AND MAGNETIC MEDIA ARE DELIVERED TO AND ACCEPTED BY THE WATER DIVISION. SHOW ALL FIELD CHANGES ON RECORD DRAWINGS. 15 FOR SHUTDOWNS LONGER THAN 4 HOURS, CONTRACTOR SHALL SUBMIT A HIGHLINING PLAN TO KEEP ALL CUSTOMERS IN SERVICE. ALL COSTS ASSOCIATED WITH MAINTAINING SERVICE TO AFFECTED CUSTOMERS SHALL BE BORNE BY THE CONTRACTOR. to Z3�lu '..... ..... .: ..... .... ....:.. Standard Plan 600 2 of 10 Erty0HLntinBfon Beach k _...... _ ENERA1. NATRNflTES2 .... ..x. .......i.&.2. .-... (CONTINUED) 16 ALL CONSTRUCTION OF WATER SYSTEM SHALL BE CLEARLY STAKED BY THE DEVELOPER'S SURVEYOR AT A MINIMUM OF 50 FOOT STATIONING WHERE THERE ARE NO EXISTING CURBS. 17 NO METER SHALL BE PLACED WITHIN A DRIVEWAY AREA. EXISTING WATER SERVICES FOUND WITHIN A DRIVEWAY SHALL BE REMOVED COMPLETELY AND REINSTALLED AT THE PROPER LOCATION AT NO COST TO THE WATER DIVISION. 18 PRIOR TO CONNECTING TO AN EXISTING WATER LINE,AN APPROVED TEST ON THE NEW WATER DISTRIBUTION SYSTEM SHALL BE CONDUCTED PER CITY WATER DIVISION POLICY AND SHALL BE CONDUCTED IN THE FIELD IN THE 4 PRESENCE OF THE WATER DIVISION'S INSPECTOR. 19 WATER SYSTEM IMPROVEMENTS SHALL BE INSTALLED ONLY IN LOCATIONS WHERE THE LOW MOLECULAR WEIGHT VOLATILE ORGANIC COMPOUND (VOC) DO NOT EXCEED TWENTY PARTS PER MILLION. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE WATER INSPECTOR WITH A CONFIRMATION LETTER FROM THE CITY FIRE DEPARTMENT VERIFYING THE VOC CONCENTRATIONS ARE IN CONFORMANCE WITH CITY REQUIREMENTS. 20 ANY PUBLIC WATER SYSTEM IMPROVEMENTS LOCATED IN AN AREA CON- TAINING REMEDIATED SOILS (I.e.>20ppm VOC's)SHALL USE NITRILE (NBR) GASKETS IN ALL WATER MAIN INSTALLATIONS AND SHALL USE COPPER TYPE"K"TUBING FOR ALL WATER SERVICES. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE WATER INSPECTOR WITH NITRILE (NBR) GASKET CERTIFICATIONS SPECIFYING MATERIAL CONTENT AND ASTM COMPLIANCE. 21 FIELD TESTING OF SOILS WHERE FACILITIES ARE TO BE INSTALLED MAY BE REQUIRED BY THE C17Y'S WATER INSPECTOR. TESTING SHALL BE PERFORMED BY A SPECIALTY LABORATORY APPROVED BY THE WATER DIVISION, IN LOCATIONS DETERMINED BY THE INSPECTOR,AT NO COST TO THE CITY. 22 DEVELOPER IS RESPONSIBLE TO COORDINATE WITH THE CITY OF HUNTINGTON BEACH DEPARTMENT OF BUILDING AND SAFETY FOR THE SIZE OF WATER METER(S)AND/OR SERVICE LATERAL(S) REQUIRED. METER AND SERVICE LATERAL(S) SIZES SHOWN ON THIS PLAN WILL REQUIRE CITY BUILDING AND/OR FIRE DEPARTMENT APPROVAL. DEVELOPER IS RESPONSIBLE FOR COST OF REPLACING UNDERSIZED LATERALS DUE TO INCORRECT FIXTURE UNIT COUNTS, GALLONS PER MINUTE CALCULATIONS, OR LACK OF COORDINATION WITH THE CITY OF HUNTINGTON BEACH DEPT.OF BLDG. &SAFETY. iii,. ..;:: . 2......" ....... .. ...:.<;...... :: _......... ..... .. .::.::: ...:.: to :3 u.. Standard Plan 600 3of10 Y of t>funtrngton Beach ' _ ?: ;t €'£? 1MPROVEMENT..PLAI�..R EQU I REMENT'S. 1 Prepare all drawings on City of Huntington Beach 24"x 36"titleblock mylars. 2 Drawings shall be to a scale of 1 inch=20 feet. 3 Drawings for 12-inch water mains or larger shall Include plan and profile. 4 Drawings for 8 inch water mains shall show vertical clearance using top and bottom of pipe elevations at the point of crossing. 5 Drawings shall include the following: a North arrow and scale. b General Water Notes c Standard Specification Section 00727"Authority of Water Inspectors" d Vicinity map and scale. e Project address and description. f Name and phone number of design engineering firm. g Seal of California licensed civil engineer of record on each sheet with signature and expiration date. h Centerlines,property lines,right-of-way lines of both existing&proposed work. I Easement callouts. j Street centerline stationing. k Building/unit number and address number for each building/unit shown. I All known utilities,existing and proposed,including water,reclaimed water, sewer,storm drain,gas,Edison,telephone,cable TV and private oil. m Call out and station all connections,services,fittings,valves,hydrants and appurtenances. n Locations of existing hydrants and shutoff valves needed for construction. 6 Plans shall show quantity takeoffs for pipe,hydrants,valves,fittings,meters,meter boxes and other appurtenances. 7 Submit thrust block calculations for mains over 16 inches,over 150 psi,or for soil bearing pressures below 2000 psi. 8 Submit irrigation plans on separate drawings showing locations and descriptions of all connections to water mains, meters and backflow devices. Submit irrigation plans to City Tree and Landscape Division for approval. 9 Pipe shall not be roped. Use ductile iron fittings for pipe deflections. Call out fittings by type and station on plans 10 Place air and vacuum valves per Standard Plan 611 at high points of mains 12 inches or larger. 11 Place pump out assemblies Std.621,at low points in mains 12-inch and larger. 12 Submit record drawings on magnetic media and on mylar to City Water Division prior to final acceptance. 13 At the Citys request,the developer shall submit a hydraulic computer water model analysis for this project. If the analysis shows that project demands cannot be met with the Citys current water system,the developer shall be required to upgrade the City's system to meet the demands and/or otherwise mitigate the impacts of the project at no cost to the City. ..: E? .._.:? 5 ..�.:. .....::....... ? 5.......:. } 5:.: ... . ....::. f tc. -5:. u,A'Vi Standard Plan 600 4 of 10 AC: ASPHALT-CONCRETE FLEX: FLEXIBLE AC OR ACP: ASBESTOS-CEMENT (PIPE) FM: FIRE SERVICE METER ADPTR: ADAPTER FS: FLANGE-SPIGOT ARV: AIR AND VACUUM RELEASE VALVE FT: FEET BBB: BELL-BELL-BELL FV: FLOAT VALVE BBF: BELL-BELL-FLANGE G: GAS BD: BAND GA: GAGE BF: BELL-FLANGE GALV: GALVANIZED BLK: BLACK GND: GROUND BLT: BOLT GNDNG: GROUNDING BRZ: BRONZE GSNK: GOOSENECK BS: BELL-SPIGOT HD: HEAD C: CONDUIT HI: HIGH C OR COP: COPPER HI PRESS: HIGH PRESSURE CB: CATCH BASIN HNG: HINGE �. CFS: CUBIC FEET PER SECOND HVY: HEAVY Cl OR CIP: CAST IRON PIPE HZ: HERTZ (CYCLES PER SECOND) CIR: CIRCLE ID: INSIDE DIAMETER �_: CENTERLINE IN: INCHES CL: CLASS IND: INDICATOR CLMP: CLAMP IP: IRON PIPE OR IRON PIPE THREAD CMC: CEMENT-MORTAR COATED JB: JUNCTION BOX CML: CEMENT-MORTAR COATED KW: KILOWATT COMP: COMPRESSION LEB: LARGE END BELL CONC: CONCRETE LG: LONG CONCC: CONCENTRIC M: MALE COP-COP: COPPER-COPPER MAX: MAXIMUM CORP: CORPORATION ME: MACHINED END COUP: COUPLING MEE: MACHINE EACH END CS: CORPORATION STOP (THREAD) MH: MANHOLE CTC: COAL-TAR COATING MJ: MECHANICAL JOINT CTL: COAL-TAR LINING MOA: MACHINED OVER ALL DB: DOUBLE STRAP, BRONZE MP: MULTI-PURPOSE DB: DOUBLE MTR: METER DC: DIRECT CURRENT NC: NORMALLY CLOSED DE: DEAD END NO: NORMALLY OPEN DI OR DIP : DUCTILE - IRON PIPE NRS: NON-RISING STEM DIA: DIAMETER NSHT: NATIONAL STANDARD HOSE THREAD DIAPHR: DIAPHRAGM OCT: OCTAGONAL DS: DOUBLE STRAP, STEEL OD: OUTSIDE DIAMETER ECC: ECCENTRIC O.C.: ON CENTER EL: ELEVATION OS&Y: OUTSIDE SCREW AND YOKE ELEC: ELECTRIC OR ELECTRICAL P: PUMP F OR FEM: FEMALE PE: POLYETHYLENE, PLAIN END FLG: FLANGE PL: PLATE FB: FLANGE-BELL ?PROPERTY LINE FC: FULL CIRCLE PNEUM: PNEUMATIC FFF: FLANGE- FLANGE- FLANGE PORT: PORTABLE FG: FINISH GRADE PP: POWER POLE FH: FIRE HYDRANT PR: PRESSURE RATING OR PAIR APPROVED. CITY OF HUNTINGTON BEACH +� 57- DEPARTMENT OF PUBLIC WORKS CITY ENGINEER STANDARD PLAN DATE: 6/23/99 ABBREVIATIONS 600 PRESS: PRESSURE WBD: WRAPPED AND DIPPED PRESS RED: PRESSURE REDUCING WELD: WELDING PRV: PRESSURE REDUCING VALVE W/O: WITHOUT PRVS: PRESSURE RELIEF VALVE WP: WEATHER PROOF PSF: POUNDS PER SQUARE FOOT WT: WEATHER TIGHT PSI: POUNDS PER SQUARE INCH X: EXTRA PVC: POLYVINYL CHLORIDE PWR: POWERED: REDUCING RED: REDUCING REINF: REINFORCE OR REINFORCING REP: REPAIR READ: REQUIRED s RGD: RIGID RIS: RISING RO: ROUGH �. RS: RISING STEM RT: RING-TITE S: SPIGOT, SEWER SB: SINGLE STRAP, BRONZE SCH: SCHEDULE NUMBER SCR: SCREWED SD: STORM DRAIN SEB: SMALL END BELL SERV: SERVICE SIMP: SIMPLEX SLD: SOLDER SOL: SOLENOID SP: SINGLE POLE SPDT: SINGLE POLE DOUBLE THROW SPECS: SPECIFICATIONS SQ: SQUARE SS: SPIGOT-SPIGOT OR SINGLE STRAP, STAINLESS STEEL, STEEL OR SANITARY SEWER STD: STANDARD STL: STEEL STIR: STRAIGHT STRD: STRANDED TAP: TAPPING THD: THREAD TRANS: TRANSITION TRANSF: TRANSFORMER TW: THERMOPLASTIC INSULATED (WIRE) TYP: TYPICAL UG: UNDERGROUND V: VOLT VAC: VACUUM VIC: VICTAULIC VPR: VAPOR VT: VAPOR TIGHT W: WATER W/: WITH APPROVED: CITY OF HUNTINGTON BEACH Fos- CITYDEPARTMENT OF PUBLIC WORKS ENGINEER STANDARD PLAN DATE: 6/23/99 ABBREVIATIONS 600 NEW WATER METER PROPERTY LINE FE EXISTING WATER MAIN W W EASEMENT ----------------- EXIST. RECLAIMED WATER MAIN RW RW WATER METER EXISTING DRAIN LINE D D FIRE SERVICE 8" EXISTING GAS LINE G G SERVICE CONNECTION ■ EXISTING SEWER S S PRESSURE GAGE O EXISTING STORM DRAIN SD SD TEE v EXIST. ELECTRICAL CONDUIT E E EXIST. TELEPHONE CONDUIT T T FLOW DIRECTION (PIPELINE) CROSS BELL FITTING —� FLANGED FITTING SCREWED FITTING WYE GATE VALVES (NON) RISING STEM (FLG'D) �1 BUTTERFLY VALVE (FLG'S) —�� B�V ELBOW PLUG VALVE (FLG'S) REDUCER CHECK VALVES (FLG'D) MASONRY BLOCK WALL PRESS. REDUCING VALVE (FLG'D) CHAIN LINK FENCE X X PRESS. RELIEF VALVE (FLG'D) P.R.V.S _ STEEL PIPE BARRICADES • • FLOAT CONTROL VALVE (FL'G'D) --- F V. _ POWER POLES —�— ALTITUDE VALVE (FLG'D) — A.V. _ TELEPHONE POLES —0— PUMP CONTROL VALVE (FLG'D) _ GUY WIRE 8 DEADMAN —� STD. FIRE HYDRANT 6" x 4" x 2 112" SPRINKLER SYSTEM T T FIRE HYDRANT 4" x 2 112" 7 LANDSCAPING ! ti! , G • �,• HI. PRESSURE FIRE HYDRANT ^ FLOW DIRECTION (DITCH) "cr� va✓J• �T•• AIR RELEASE & VACUUM VALVE 4 THRUST BLOCKS FLEXIBLE COUPLING VICTAULIC COUPLING APPROVED. CITY OF HUNTINGTON BEACH DEPARTMENT OF PUBUC WORKS CITY ENGINEER STANDARD PLAN 6 23 99 LEGEND 600 DATE: 7 OF 10 Oak- BASIC SEPARATION STANDARDS I. PARALLEL CONSTRUCTION: THE HORIZONTAL DISTANCE BETWEEN THE PRESSURIZED DOMESTIC WATER AND RECLAIMED WATER MAINS AND SEWER LINES SHALL BE AT LEAST 10 FEET HORIZONTAL AND ONE FOOT VERTICAL MEASURED FROM THE OUTSIDE OF THE PIPES WITH THE POTABLE WATER LINE TO BE CONSTRUCTED ON TOP. 2. PERPENDICULAR CONSTRUCTION (CROSSING): PRESSURE WATER MAINS SHALL BE AT LEAST ONE FOOT ABOVE SANITARY SEWER AND RECLAIMED WATER LINES WHERE THESE LINES MUST CROSS. 3. SPECIAL PROVISIONS: ALTERNATIVE CONSTRUCTION CRITERIA WHERE THE BASIC SEPARATION STANDARDS CANNOT BE ATTAINED ARE SHOWN BELOW: (WITHOUT WRITTEN APPROVAL BY WATER DIVISION, THIS ACT CRITERIA IS NOT TO BE USED.) SITUATION: <, LOCATION OF NEW [SEWER ] LINE TO EXISTING [ WATER] LINE ZONE C i it 2 (NO JOINTS) O co "I PROHIBITED ZONE 4\ m WATER. RECLAIMED WATER X ZONE ZONE WATER 6' RECLOARIMED E ' \ B A Am 4' WATER 4' I' PROHIBITED ZONE 6' 3, I 4" ZONE D (NO JOIN)) PARALLEL CONSTRUCTION PERRPENDICULAR CROSSING IF ANY SEWER OR RECLAIMED WATER PIPELINES ARE TO BE CONSTRUCTED WITHIN ANY OF THE ABOVE INDICATED ZONES, SPECIAL CONSTRUCTION SHALL BE REQUIRED AS DESCRIBED BELOW. CONSTRUCTION REQUIREMENTS ZONE SEWER RECLAIMED WATER A DO NOT LOCATE ANY PARALLEL SEWER OR RECLAIMED WATER LINES IN THIS AREA WITHOUT STATE AND LOCAL HEALTH DEPARTMENT APPROVAL AND APPROVAL OF THE CITY WATER DIVISION. (NOTE: NOT BE USED FOR DESIGN CRITERIA) . B USE V.C.P. OR D.I.P. WITH USE CLASS 200, TYPE II OR D.I.P. OR COMPRESSION JOINTS WITH CLASS 200 P.V.C. - AWWA C900. WATER DIVISION APPROVAL. C USE D.I.P. WITH MECHANICAL JOINTS USE CLASS 200, TYPE II OR D.I.P. OR OR CLASS 200 P.V.C. - AWWA C900. CLASS 200 P.V.C. - AWWA C900. D USE D.I_P. OR CLASS P.V.C. - USE CLASS 200, TYPE II OR D.I.P. OR AWWA C900. CLASS 200 P.V.C. - AWWA'C900. E NO FORCE MAINS IN ZONES A OR D. APPROVED: CITY OF HUNTINGTON BEACH L*JMj & Q d DEPARTMENT OF PUBLIC WORKS 0 CITY ENGINEER STANDARD PLAN BASIC SEPARATION 600 DATE: 6/23/99 EXISTING DOMESTIC WATER—NEW SEWER/RECLAIMED WATER 8 OF 10 SPECIAL PROVISIONS GENERAL NOTES I. NO PIPE JOINTS SHALL BE PERMITTED WITHIN ZONES C AND D. 2. ALL D.I.P. MUST HAVE HOT DIP BITUMINOUS COATING AND ALL CLASS 200 P.V.C. MUST MEET DR-14 PER AWWA C900 OR EQUIVALENT. 3. SEWER FORCE MAINS SHALL NOT BE PERMITTED IN ZONES A THROUGH D. 4. THIS CRITERIA DOES NOT APPLY FOR A RECLAIMED WATER LINE CROSSING ANOTHER RECLAIMED WATER LINE. 5. THE CONSTRUCTION CRITERIA SHOULD APPLY TO HOUSE LATERALS THAT CROSS PRESSURE WATER MAINS. i SITUATION: LOCATION OF NEW [DOMESTIC W. ] LINE TO EXISTING [ SEWER ] LINE RECLAIMED W. RECLAIMED W. ZONE D I (NO JOINTS) 3' 6' PROHIBITED ZONE 1 4" ZONE ZONE4' 4' A B \ 6,(iF \ 4" PROHIBITED ZONE\ m I = \ ZONE C 2� \ (NO JOINTS) / I PARALLEL CONSTRUCTION PERRPENDICULAR CROSSING IF ANY WATER OR RECLAIMED WATER PIPELINES ARE TO BE CONSTRUCTED WITHIN ANY OF THE ABOVE INDICATED ZONES, SPECIAL CONSTRUCTION SHALL BE REQUIRED AS DESCRIBED BELOW. CONSTRUCTION REQUIREMENTS ZONE DOMESTIC WATER OR RECLAIMED WATER A DO NOT LOCATE ANY PARALLEL DOMESTIC WATER OR RECLAIMED WATER MAIN IN THIS AREA WITHOUT STATE AND LOCAL HEALTH DEPARTMENT APPROVAL AND APPROVAL OF THE CITY WATER DIVISION. (NOTE: NOT BE USED FOR DESIGN CRITERIA). B USE CLASS 200, TYPE II, A.C.P., D.I.P., OR CLASS 200 P.V.C. - AWWA C900. C USE D.I.P. OR CLASS 200 P.V.C. - AWWA C900. p USE D.I.P. OR CLASS 200 P.V.C. - AWWA C900. E CITY OF HUNTINGTON BEACH ` DEPARTMENT OF PUBLIC WORKS Iola CITY ENGINEER BASIC SEPARATION EXISTING SEWER STANDARD PLAN DATE: 6/23/99 RECLAIMED WATER-NEW DOMESTIC WATER 600 v &CONST. (SIZE) HOT TAP, PER STD. PLAN NO. &CONST. F.H., PER STD PLAN NO. 607 612, 614, AND 619. &CONST. BLOW-OFF, PER STD. PLAN NO. 608 . Q-CONST (SIZE) WATER MAIN, CLASS, MATERIAL, a&CONST. PLUG, PER STD. PLAN NO. 613 rn o z PER STANDARD PLAN 606. s&REMOVE (PLUG BLOW-OFF) AND CONNECT m &CONST. (SIZE) D.I. "TEE", PER STD PLAN 614. 10 CONST (SIZE) DOUBLE CHECK DETECTOR fn rn &CONST. (SIZE) GATE VALVE, PER STD. PLAN CHECK, PER STD. PLAN. NO. 618 \ 612, AND 614. - 11 CONST. (SIZE) WATER SERVICE, PER STD. w 8&CONST. (SIZE) 900 D.I. ELL., PER STD. PLAN PLANS 601 - 604. \ 614. 12 CONST. THRUST BLOCKS, PER STD. PLAN c� � N0. 614 EXISTING r O MAIN I GENERAL NOTES C7 1 THIS NOTE HEREIN INCORPORATES BY REFERENCE ALL NOTES INCLUDED IN THE < ; O CITY OF HUNTINGTON BEACH STANDARD 4O Q -- PLANS IOOA, IOOB AND 100C. rn m O - ------- - - I rn T1 1 I STD FOR QUANTITIES Z m C II o � O D ;I v 11 2 m — 1 CCDZ I; 4 I 6 n o O ITI o Z O 11 D— Z N D D II - ___ ARTERIAL AVE. EX. IZ° A.C. 0 ------- ------------------ WATER MAIN = NOTE: SHOW ALL O 1 1 12 UNDERGROUND UTILITIES o o • UTILITY PLAN ADDRESS O o o WATER CONST. s O-0 !� 24°x36° CITY STANDARD SHEETS EXISTING SIDEWALK 15- OR FINISHED.GRADE (TYP) CURB FACE a 6 OR EDGE OF PAVEMENT III- 8 II= LEVEL III 9 I III = III= 1 I III= III14 INSULATED III= III =111 I I —III = 5 =III R=30" z CO PERGWIRE SPIRAL NATIVE SOIL MIN WRAPPED AROUND PIPE COMPACTED 95% + 2 1 3 22.50 WATER + MAIN GENERAL NOTES I.)REFER TO THE GENERAL NOTES OF STANDARD PLAN 600 A, B & C. 2.)REFER TO STANDARD PLAN No. 220 FOR CONSTRUCTION IN EXISTING SIDEWALKS. 3.) METER SHALL BE CENTERED HORIZONTALLY WITHIN METER BOX AND AT 90 ' TO CURB AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS. 4.)HOLESAW TYPE CUTTER REQUIRED FOR ALL TAPS. 5.)PROVIDE BACKFLOW PROTECTION AS REQUIRED BY INSPECTOR. 6.)SERVICE CONNECTION TO WATER MAIN SHALL BE INSTALLED A MINIMUM OF THREE FEET FROM ANY COLLAR FITTING END OR SERVICE. 7.) METER BOX SHALL NOT BE INSTALLED WITHIN DRIVEWAY. 8.)METER SHALL BE INSTALLED LEVEL WITHIN METER BOX. 9.)WHEN METER BOX IS INSTALLED IN TRAFFIC WAY, USE TRAFFIC RATED METER BOX. 10.)AR =AS REQUIRED. ITEM ' DESCRIPTION SPECIFICATION QTY (� SERVICE SADDLE. 02510.8 1 O CORPORATION STOP, PACK—JOINT, 1". 02510.8 1 3 PE 3408 PLASTIC PIPE, 1". IRON PIPE SIZE. 02510.8 AR 4 ANGLE STOP, 1" PACK—JOINT INLET X 3/4" OUTLET.- 02510.8 1 O5 3/4" WATER METER, WITH TOUCH—READ REGISTER AND SENSOR. 02083.1 1 OPOLYMER CONCRETE METER BOX, WITH ONE PIECE POLYMER CONCRETE COVER, INCLUDING 02084 QUICK—READ PORT. SEE GENERAL NOTE 9 FOR TRAFFIC—WAY INSTALLATIONS. 1 O IN CONTAMINATED SOILS USE TYPE K COPPER SERVICE LINE, (OMIT COPPER WIRE), AND 02510.8 USE NITRILE GASKETS. O 90' ELL, 3/4". 02510.8 1 G BALL VALVE, 3/4". 02510.8 1 APPROVED. CITY OF HUNTINGTON BEACH *Jj +ff DEPARTMENT OF PUBLIC WORKS -CITY ENGINEER 1 " WATER SERVICE WITH 3/4" METER STANDARD PLAN DATE: 6/23/99 AND TOUCH-READ SYSTEM 601 EXISTING SIDEWALK 15" OR FINISHED GRADE (TYP) CURB FACE 4 6 OR EDGE OF PAVEMENT B ^ III= II_ LEVEL III 9 IJ III = III I 1 111= III III= 14 INSULATED 4 III =0 =III = 5 -III R=30" CO PERGWIRE SPIRAL NATIVE SOIL MIN WRAPPED AROUND PIPE COMPACTED 95% + F---------- 2 1 3 22.5" WATER t MAIN GENERAL NOTES I.)REFER TO THE GENERAL NOTES OF STANDARD PLAN 600 A, B 8 C. 2.)REFER TO STANDARD PLAN No. 220 FOR CONSTRUCTION IN EXISTING SIDEWALKS. 3.)METER SHALL BE CENTERED HORIZONTALLY WITHIN METER BOX AND AT 90' TO CURB AND SHALL BE INSTALLED 1N ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS. 4.)HOLESAW TYPE CUTTER REQUIRED FOR ALL TAPS. 5.)PROVIDE BACKFLOW PROTECTION AS REQUIRED BY INSPECTOR. 6.)SERVICE CONNECTION TO WATER MAIN SHALL BE INSTALLED A MINIMUM OF THREE FEET FROM ANY COLLAR FITTING END OR SERVICE. 7.) METER BOX SHALL NOT BE INSTALLED WITHIN DRIVEWAY. 8.)METER SHALL BE INSTALLED LEVEL WITHIN METER BOX. 9.)WHEN METER BOX IS INSTALLED IN TRAFFIC WAY, USE TRAFFIC RATED METER BOX. 10.)AR = AS REQUIRED. ITEM DESCRIPTION SPECIFICATION QTY Ot SERVICE SADDLE. 02510.8 1 O CORPORATION STOP, PACK—JOINT, 1". 02510.8 1 3 PE 3408 PLASTIC PIPE, 1-, IRON PIPE SIZE. 02510.8 AR 4 ANGLE STOP, 1" PACK—JOINT INLET X 1" OUTLET. 02510.8 1 O5 1* WATER METER, WITH TOUCH—READ REGISTER AND SENSOR. 02083.1 1 OPOLYMER CONCRETE METER BOX, WITH ONE PIECE POLYMER CONCRETE COVER, INCLUDING 02084 QUICK—READ PORT. SEE GENERAL NOTE 9 FOR TRAFFIC—WAY INSTALLATIONS. 1 OIN CONTAMINATED SOILS USE TYPE K COPPER SERVICE LINE, (OMIT COPPER WIRE), AND 02510.8 USE NITRILE GASKETS. 88 90' ELL, 1". 02510.8 1 O9 BALL VALVE, 1". 02510.8 1 APPROVED: CITY OF HUNTINGTON BEACH DEPARTMENT OF PUBLIC WORKS CITY ENGINEER 1 " WATER SERVICE WITH 1 " METER STANDARD PLAN DATE: 6/23/99 AND TOUCH-READ SYSTEM 602 EXISTING SIDEWALK 15• OR FINISHED GRADE (TYP) 4 6 CURB FACE OR EDGE OF PAVEMENT III ` III ICI LEVEL 1=I I •. COPPERG GWIRE SPIRAL c z WRAPPED AROUND PIPE � 10 = III III= III III Z 2 III =III = 5 -Ill NATIVE SOIL III= = III= COMPACTED 95% =I I I III= IIIIII= III III= III III- P,��R 7 3 9Q� GENERAL NOTES I.) REFER TO THE GENERAL NOTES OF STANDARD PLAN 600 A. B & C. 2.)REFER TO STANDARD PLAN No. 220 FOR CONSTRUCTION IN EXISTING SIDEWALKS. 3.) METER SHALL BE CENTERED HORIZONTALLY WITHIN METER BOX AND AT 90 ° TO CURB AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS. 4.)HOLESAW TYPE CUTTER REQUIRED FOR ALL TAPS. 5.)PROVIDE BACKFLOW PROTECTION AS REQUIRED BY INSPECTOR. 6.)SERVICE CONNECTION TO WATER MAIN SHALL BE INSTALLED A MINIMUM OF THREE FEET FROM ANY COLLAR FITTING END OR SERVICE. 7.) METER BOX SHALL NOT BE INSTALLED WITHIN DRIVEWAY. 8.)METER SHALL BE INSTALLED LEVEL WITHIN METER BOX. 9.)WHEN METER BOX IS INSTALLED IN TRAFFIC WAY, USE TRAFFIC RATED METER BOX. 10.)AR = AS REQUIRED. ITEM DESCRIPTION SPECIFICATION QTY O1 SERVICE SADDLE. 02510.8 1 O CORPORATION STOP, PACK-JOINT, V. 02510.8 1 O PE 3408 PLASTIC PIPE, 2", IRON PIPE SIZE. 02510.8 AR 4O ANGLE STOP, 2" PACK-JOINT INLET X 1%" FLANGED (2 BOLT) OUTLET. 02510.8 1 O5 1%" OR 2" WATER METER, WITH TOUCH-READ REGISTER AND SENSOR. 02083.1 1 OPOLYMER CONCRETE METER BOX, WITH ONE PIECE POLYMER CONCRETE COVER. INCLUDING 02084 QUICK-READ PORT. SEE GENERAL NOTE 9 FOR TRAFFIC-WAY INSTALLATIONS. 1 O7 90' ELL, PACK-JOINT, 2'. 02510.8 1 O IN CONTAMINATED SOILS USE TYPE K COPPER SERVICE LINE, (OMIT COPPER WIRE), AND 02510.8 USE NITRILE GASKETS. O9 90' ELL, 1 . 02510.8 1 10 BALL VALVE, 1%'. 02510.8 1 APPROVED. CITY OF HUNTINGTON BEACH DEPARTMENT OF PUBUC WORKS CITY ENGINEER 1%" OR 2" POSITIVE DISPLACEMENT METER STANDARD PLAN DATE: 6/23/99 WITH WATER SERVICE ASSEMBLY 603 EXISTING SIDEWALK 15" OR FINISHED GRADE (TYP) 4 6 CURB FACE OR EDGE OF PAVEMENT III- o 9 III- 1I I I I-1 I LEVEL 11=11� g 10 = III ( III=III= III 2 =III = 5 =III NATIVE SOIL I I I COMPACTED 95% =I I I III= 111111E III III- III P� =III ==III = =III = — N 7 3 9Q. GENERAL NOTES I.)REFER TO GENERAL NOTES OF STANDARD PLAN 600 A, B, & C. 2.)REFER TO STANDARD PLAN No. 220 FOR CONSTRUCTION IN EXISTING SIDEWALKS. 3.)METER SHALL BE CENTERED HORIZONTALLY WITHIN METER BOX AND AT 90° TO CURB AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS. 4.)HOLESAW TYPE CUTTER REQUIRED FOR ALL TAPS. 5.)PROVIDE BACKFLOW PROTECTION AS REQUIRED BY INSPECTOR. 6.)SERVICE CONNECTION TO WATER MAIN SHALL BE INSTALLED A MINIMUM OF THREE FEET FROM ANY COLLAR FITTING END OR SERVICE. 7.) METER WITHIN BOX SHALL NOT BE INSTALLED WITHIN DRIVEWAY. 8.) METER SHALL BE INSTALLED LEVEL WITHIN BOX. 9.)WHEN METER BOX IS INSTALLED IN TRAFFIC WAY, USE TRAFFIC RATED METER BOX. 10.)AR = AS REQUIRED. 11.)ALL SWEAT JOINTS OF COPPER TUBING SHALL BE BRAZED PER UPC SECTION 804.1., USING LEAD FREE SILVER SOLDER. 12.)NO SPLICES ARE PERMITTED ON SERVICES 20 FEET OR LESS BETWEEN CORP STOP AND 90° DEGREE ELL, USE ONE CONTINUOUS PIPE. 13.) ALL COPPER TUBING AND FITTINGS SHALL BE BAGGED WITH 10 MIL VISOUINE. 14.).ONLY NITRILE GASKETS WILL BE USE FOR THIS METER INSTALLATION. ITEM DESCRIPTION SPECIFICATION QTY O1 SERVICE SADDLE. 02510.8 1 000RPORATION STOP, COPPER, PACK—JOINT, 2". 02510.8 1 O COPPER TUBING, TYPE K. 2" P.E. WRAPPED. 02510.8 AR 4O ANGLE STOP, 2" COPPER PACK—JOINT INLET X 1%" FLANGED (2 BOLT) OUTLET. 02510.8 1 O5 1%" OR 2" WATER METER, WITH TOUCH—READ REGISTER AND SENSOR. 02083.1 1 OPOLYMER CONCRETE METER BOX, WITH ONE PIECE POLYMER CONCRETE COVER, INCLUDING 02084 QUICK—READ PORT. SEE GENERAL NOTE 9 FOR TRAFFIC—WAY INSTALLATIONS. 1 O COPPER 90' ELL, SWEAT, 2% P.E. WRAPPED. 02510.8 1 O9 90' ELL, 2". 02510.8 1 10 BALL VALVE, 2". 02510.8 1 APPROVED: CITY OF HUNTINGTON BEACH F � Is .:'of !!::: 111, — DEPARTMENT OF PUBLIC WORKS 0�:;i;ll cillo ZZP7 CITY ENGINEER STANDARD PLAN 1%" OR 2" COPPER WATER 603A DATE: 6/23/99 SERVICE INSTALLATION 20 EE NOTE 5 N THRUST BLOCK PER 2n z STANDARD PLAN 614 A 10 x z p (TYP.) 12 ~ v. ° 12 Z N N 13 ° 14 D 17 ° 0 Lug C DIMENSIONS INSIDE VAULT 4 z >-u- A 2'-6" 7 ~ 7 B 6 B nFn B 2'-6" C } N Q C 2'-8' s 4 z ' U 3 8 v g 10 t 1 v 10 BACK OF CURBLli ,:.• OR EDGE OF 2 I PAVEMENT 1 t WATER MAIN\ , 10'-31h"t SIDEWALK OR TOUCH READ SENSOR 14 GA TRACER WIRE PARKWAY 15 16 4 ^ I _ - J 18• I I I } 10' VARIES _ -11111MORIAR 519 SEAL 4 ' ' WATER MAIN 12' DIA SUMP w•;1jat e�:'w°'a• SECTION A-A W/ GRATE SECTION B-B I' OF I" ROCK NOTES: I.LOCATION SHOWN IS STANDARD LOCATION,ALL OTHER LOCATIONS SHALL BE APPROVED BY 7.SUMP TO BE FURNISHED WITH GRATE. DIRECTOR OF PUBLIC WORKS. 8.PROVIDE BACKFLOW PROTECTION AS REOUIRED 2.ENTIRE INSTALLATION SHALL BE WITHIN PUBLIC R/W DEDICATED EASEMENT. 9:ALL UNDERGROUND PIPING OUTSIDE VAULT SHALL BE POLYETHYLENE 3. REFER TO GENERAL NOTES.STD PLAN 100 AND WATER DIVISION'S PROVISIONS TO STD.SPECS. WRAPPED. 4.CONTRACTOR TO SUPPLY HOT DIPPED GALVANIZED HEAVY CHAIN TO LOCK HANDWHEEL ON VALVE, 10.ALLOWABLE TOLERANCE ON DIMENSION=t 2' HBWD WILL FURNISH LOCK. 11.IF INSTALLATION IS WITHIN A SLOPED GRADE,REFER TO STD.624. S.UTILITY BOX COVERS TO BE HOT DIPPED GALVANIZED WITH SLIP-NOT',INCLUDING HINGES. 12.UTILITY BOX COVER SHALL HAVE A 2-1/2'HOLE FOR TOUTCH READ AFTER FABRICATION. SENSOR. 6.ALL FASTENERS SHALL BE TYPE 316 STAINLESS STEEL,INCLUDING FLEX COUPLING-T-BOLTS'. 13. AR=AS REQUIRED. ITEM DESCRIPTION SPEC QTY ITEM DESCRIPTION SPEC. QTY 1 TEE AND VALVE OR 4-TAPPING TEE AND VALVE.PER STD.619 02085.9 1 12 4-RESILIENT SEAT GATE VALVE.FLG'D 02085.9 2 2 4-P,V,C.PIPE,C900,CL. 150.LENGTH A.R. 02510.9 A.R. 13 4'D.I.PIPE,FLG'D,CL.150.2'-0'LONG 02510.1 1 3 4-ADAPTER,FLANGED END X GRIP TIGHT,CL.150 02510.1 1 14 4'X 3'CONCENTRIC REDUCER,FLG'D,CL.150 02510.1 1 4 4'D.I.90'ELL,CL. 150,FLANGED,P.E.WRAPPED,PER STD.614 02510.1-, 4 15 3'METER STRAINER,BRONZE BODY,AWWA TYPE 02083.2 1 5 4'D.I.PIPE.CL. 150.FLG'D,P.E.WRAPPED.LENGTH A.R. 02510.1 1 16 3-COMPOUND METER 02083.2 1 6 4'D.I, TEE,CL. 150.FLG'D.P.E.WRAPPED. 02510.1 2 17 3'0.1.PIPE,FLG'D X PIPE END,CL.150.I'-O'LONG 02510.1 1 7 4'D.I.PIPE,CL.150.FLG'D,P.E.WRAPPED.8'LONG 02510.1 2 18 4'X 3'REDUCING FLEX COUPLING,316 SS 02088 I 8 4'D.I.PIPE,FLG'D,CL.150,3'-0-LONG 02510.1 I 1 g ADJUSTABLE PIPE SUPPORT PER STD.PLAN 616 4 g 4'RESILIENT SEAT O.S.BY.VALVE.FLG'D.W/HANDWHEEL• 02085.9 1 20 CONCRETE VAULT 6 COVER 03481 1 1 D 4'D.I.PIPE,CL.150.FLG'D X PIPE END,LENGTH A.R. 02510.1 4 11 4'FLEX COUPLING 02088 1 APPROVED: CITY OF HUNTINGTON BEACH 0 .4 iff go ���� DEPARTMENT OF PUBLIC WORKS CITY ENGINEER STANDARD PLAN 3" WATER SERVICE 604A DATE: 6/23/9 9 r 18 t -SEE NOTE 5 N -! THRUST BLOCK PER W C°z STANDARD PLAN 614 A 10 � z o (TYP.) 12 12 N E N 13 ° f 5 D f fi ° '! u LUG DIMENSIONS INSIDE VAULT 4 ? >-U- q 2'-6" 7 x J W B 2'-6• B C 6 B N NU. 4 } Q C 2'-B" 6 o(L D 3 8 ° g BACK OF CURB Lu OR EDGE OF 2 1 PAVEMENT 1 C, WATER MAIN f 10'-31/2"t 11_� TOUCH READ SENSOR SIDEWALK OR 14 GA TRACER WIRE PARKWAY 4 14 15 II'I- 1014• ;' 11 ,:. gyp• 3'-Z• VARIESzlxQ 5 17 17 ,III MORTAR SEAL 4 f e•. WATER MAIN 12' DIA SUMP SECTION A-A W/ GRATE a '� • SECTION B-B I' OF I" ROCK NOTES: I.LOCATION SHOWN IS STANDARD LOCATION,ALL OTHER LOCATIONS SHALL BE APPROVED BY 7. SUMP TO BE FURNISHED WITH GRATE. DIRECTOR OF PUBLIC WORKS. - B.PROVIDE BACKFLOW PROTECTION AS REQUIRED 2.ENTIRE INSTALLATION SHALL BE WITHIN PUBLIC R/W DEDICATED EASEMENT. 9.ALL UNDERGROUND PIPING OUTSIDE VAULT SHALL BE POLYETHYLENE 3.REFER TO GENERAL NOTES.STD PLAN 100 AND WATER DIVISION'S PROVISIONS TO STD.SPECS. WRAPPED. 4.CONTRACTOR TO SUPPLY HOT DIPPED GALVANIZED HEAVY CHAIN TO LOCK HANDWHEEL ON VALVE, 10.ALLOWABLE TOLERANCE ON DIMENSION=s 2' HBWD WILL FURNISH LOCK. 11.IF INSTALLATION IS WITHIN A SLOPED GRADE,REFER TO STD.624. 5.UTILITY BOX COVERS TO BE HOT DIPPED GALVANIZED WITH SLIP-NOT',INCLUDING HINGES. 12.UTILITY BOX COVER SHALL HAVE A 2-1/2'HOLE FOR TOUTCH READ AFTER FABRICATION. SENSOR. 6.ALL FASTENERS SHALL BE TYPE 316 STAINLESS STEEL,INCLUDING FLEX COUPLING'T-BOLTS'. 13. AR=AS REQUIRED. ITEM DESCRIPTION SPEC OTY ITEM DESCRIPTION SPEC. OTY 1 TEE AND VALVE OR 4'TAPPING TEE AND VALVE.PER STD.619 02085.9 1 f 2 4'RESILIENT SEAT GATE VALVE.FLG'D 02085.9 2 2 4'P.V.C.PIPE,C900,CL.150,LENGTH A.R. 02510.9 A.R. 13 4-D.I.PIPE.FLG'D,CL.150.2'-3-LONG 02510.1 1 3 4'ADAPTER.FLANGED END X GRIP TIGHT.CL.150 02510.1 1 14 4-METER STRAINER,BRONZE BODY,AWWA TYPE 02083.2 1 4 4'D.I.90•ELL.CL.150 FLANGED,P.E.WRAPPED,PER STD.614 02510.1 4 1 rJ 4'COMPOUND METER 02083.2 1 rJ /.'D.I.PIPE.CL.150,FLG'D.P.E.WRAPPED.LENGTH A.R. 02510.1 1 1 6 4'D.I.PIPE,FLG'D X PIPE END,CL.50,11'LONG 02510.1 1 fi 4'D.I.TEE,CL.150,FLG'D.P.E.WRAPPED. 02510.1 2 17 ADJUSTABLE PIPE SUPPORT PER STD.PLAN 616 4 7 4'D.I.PIPE,CL. 150.FLG'D,P.E.WRAPPED.8'LONG 02510.1 2 18 CONCRETE VAULT&COVER 03481 1 8 4'D.I.PIPE,FLG'D.CL.150.3'-0'LONG 02510.1 1 9 4'RESILIENT SEAT D.S.9Y.VALVE.FLG'D.W/HANDWHEEL 02085.9 1 1 D 4'D.I.PIPE,CL.150,FLG'D X PIPE END,LENGTH A.R. 02510.1 4 f 1 4'FLEX COUPLING 02088 2 APPROVED: CITY OF HUNTINGTON BEACH *Jj >>f DEPARTMENT OF PUBLIC WORKS CITY ENGINEER STANDARD PLAN DATE: 6/23/99 4" WATER SERVICE 604E I r 1$ �- -SEE NOTE 5 N THRUST BLOCK PER cr m z STANDARD PLAN 614 A 10 cn z o (TYP.) 12 1- 13 v 12 Z cn a N v 15 D 16 v O u..1w Q i DIMENSIONS INSIDE VAULT 4 r u- A 3 -0" A R ] ~Lu ] J W e s' o" Bal C 6 B } N Q C 3'-10" s 4 z ' U 0- N rD-1 2'-2' 3 $ v 9 10 t 1 v 10 BACK OF CURB Lu 2 :..... :..: , OR EDGE OF PAVEMENT WATER MAIN 1 41 TOUCH READ SENSOR SIDEWALK OR 14 GA TRACER WIRE PARKWAY 4 A 14 15 VARIES I t3 —_ QV<rj 5 17 t7 ,III MORTAR SEAL 1 WATER MAIN 12' DIA AS SECTION A-A W/ GRATE SECTION B-B I' OF I" ROCK NOTES: I.LOCATION SHOWN IS STANDARD LOCATION,ALL OTHER LOCATIONS SHALL BE APPROVED BY 7. SUMP TO BE FURNISHED WITH GRATE. DIRECTOR OF PUBLIC WORKS. 8.PROVIDE BACKFLOW PROTECTION AS REOUIRED 2.ENTIRE INSTALLATION SHALL BE WITHIN PUBLIC R/W DEDICATED EASEMENT. 9.ALL UNDERGROUND PIPING OUTSIDE VAULT SHALL BE POLYETHYLENE 3.REFER TO GENERAL NOTES,STD PLAN 100 AND WATER DIVISION'S PROVISIONS 10 STD.SPECS. WRAPPED. 4.CONTRACTOR TO SUPPLY HOT DIPPED GALVANIZED HEAVY CHAIN TO LOCK HANDWHEEL ON VALVE, 10.ALLOWABLE TOLERANCE ON DIMENSION=1 2' HBWD WILL FURNISH LOCK. 11. IF INSTALLATION IS WITHIN A SLOPED GRADE,REFER TO STD.624, 5. UTILITY BOX COVERS TO BE HOT DIPPED GALVANIZED WITH'SLIP-NOT',INCLUDING HINGES. 12.UTILITY BOX COVER SHALL HAVE A 2-1/2'HOLE FOR TOUTCH READ AFTER FABRICATION. SENSOR. 6.ALL FASTENERS SHALL BE TYPE 316 STAINLESS STEEL,INCLUDING FLEX COUPLING'T-BOLTS'. 13. AR=AS REQUIRED. ITEM DESCRIPTION SPEC QTY ITEM DESCRIPTION SPEC. QTY 1 TEE AND VALVE OR 6'TAPPING TEE AND VALVE.PER STD.619 02510.9 1 12 6'RESILIENT SEAT GATE VALVE,FLG'D 02085.9 2 2 6',P.V.C.PIPE,C900 CL.150 LENGTH A.R. 02510.9 A.R. 13 6'D.I.PIPE,FLG'D,CL.150,2'-84e'LONG 02085.1 1 3 6'ADAPTER,FLANGED END X GRIP TIGHT,CL.150 02510.9 I 14 6'METER STRAINER,BRONZE BODY,AWWA TYPE 02083.2 1 4 6'D.1.90•ELL,CL.150 FLANGED,P.E.WRAPPED,PER STD.614 02510.1-., 4 15 6'COMPOUND METER 02083.2 1 5 6-D.I.PIPE,CL.150.FLG'O,P.E.WRAPPED,LENGTH A.R. 02510.1 . 1 16 6'D.I.PIPE,FLG'D X PIPE END,CL. 150,1'-0'LONG 02089.1 1 6 6'D.I. TEE,CL.150,FLG'D,P.E.WRAPPED. 02510.1 2 17 ADJUSTABLE PIPE SUPPORT PER STD.PLAN 616 4 ] 6'D.I.PIPE.CL.150,FLG'D.P.E.WRAPPED.1'-0'LONG 02510.1 2 18 CONCRETE VAULT&COVER 03481 I $ 6'D.I.PIPE,FLG'D,CL.150.3'-6-LONG 02510.1 1 9 6-RESILIENT SEAT O.S.&Y.VALVE,FLG'D,W/HANDWHEEL 02085.9 1 10 6-D.I.PIPE,CL.150,FLG•D X PIPE END,LENGTH A.R. 02510.1 3 1 1 6'FLEX COUPLING. 02088 2 APPROVED: CITY OF HUNTINGTON BEACH 0 +� af?9—��� DEPARTMENT OF PUBLIC WORKS CITY ENGINEER STANDARD PLAN 6" WATER SERVICE DATE: 6/23/99 604C I v CITY'S RESPONSIBILITY CONSUMER'S RESPONSIBILITY rm 0 PRECAST VAULT INSIDE DIMENSIONS 15 THRUST BLOCK SIZED PER 0 6'-0" X 10'-0" X 4'-6" 6 6 STD. DWG. 614 (TYP.) 19 z WHEN PVC PIPE IS INSTALLED - 14 15 m GA. INSULATED COPPER WIRE SHALL m BE SPIRAL WRAPPED AROUND PIPE. 14 18" 15 cy) . - N 15 W 18 4" 8 12 .24 tD 1 2 3 4 . 3' 11 rtl 7 3 7 5 12 (-� II II v 'T —I ALTERNATE LAYOUT bJ -< LOWER 90' BEND ROTATED rI 90' FOR METER RUN DRYPACK CONCRETE O PARALLEL TO CURB MORTAR (TYP) 0 -9 v O V I FEATHER JOIN EXIST TOUCH READ SENSORS m � PAVEMENT Z —�` EIII (7 0 • ti f*1 W B" III= s"rrI A Fo O III= III— 15 MIN 12 16 MIN.. 3�-2" 5 D N Z - 9 10 5 4'-6" N VALVE BOX - SEE 7 (A Cc) STD. DWG. 612 15 r V wD MAIN LINE 4 O O n = 3 18 8 11 17 17 8 7 —fig L• III=III — III= O-no 12" DIA SUMP ND 1' of 1" ROCK 1 1/2- GROUT FILLED WITH 3/4" ROCK BASE (TYP.) ITEM SPECIFICATION QTY 1 TEE AND VALVE OR TAPPING TEE AND VALVE, PER STD 619 (USE PUSH-ON X FLG. TEE 02085.9 t IF HOT TAP IS NOT REQUIRED). FULL SIZE HOT TAPS ARE NOT ALLOWED. 2 CONSTRUCT VALVE, PUSH-ON X FLG. (USE RW VALVE IF HOT TAP IS NOT REQUIRED). 02085.9 1 3 PVC PIPE OR D.I. PIPE LATERAL. SEE APPROVED PROJECT DRAWINGS. 02510.9 AR 4 4" DI 90' ELL, CL.150, FLG'D, PE WRAPPED, PER STANDARD 614. 02510.1 1 5 4" FLG X FLG. D.I. SPOOL - 34-5/8- LONG. 02510.1 2 6 4" D.I. 90' ELL FLG. X FLG. 02510.1 2 7 4" X 4" FLANGED D.I. TEE. 02510.1 3 8 4" RW VALVE - FLANGED, W/ HANDWHEEL. 02085.9 2 , 9 4" FLG X PIPE END, D.I. SPOOL - 18" LONG. 02510.1 1 10 4" FLG X PIPE END, D.I. SPOOL 12" LONG 02510.1 1 11 4" FLEX COUPLING. 02088 1 12 4" FIRE / DOMESTIC METER ASSEMBLY. 02083.3 1 13 LADDER - HOT DIPPED GALVANIZED (REQUIRED ON ALL VAULTS 5-FEET OR DEEPER.) 03481 1 14 4" RW VALVE - FLANGED W/ VALVE BOX & COVER. (VALVE COVER IS TO BE PAINTED RED.) 02085.9 1 15 4" D.I. SPOOL - FLG. X FLG., CL 150, FLG'D, PE WRAPPED, PER STD 614. 02510.1 AR 16 4" D.I. BLIND FLANGE 02510.1 1 17 ADJUSTABLE PIPE SUPPORT PER STD. PLAN 616. 1 18 4" FLG. X FLG. 90' DI ELL, CL 150, FLG'D, PE WRAPPED, PER STD 614 02510.1 t 19 CONCRETE VAULT & COVER. 03481 " t NOTES: 1.LOCATION SHOWN IS STANDARD LOCATION,ALL OTHER LOCATIONS SHALL BE.APPROVED BY 7.SUMP TO BE FURNISHED WITH GRATE. DIRECTOR OF PUBLIC WORKS. 8.PROVIDE BACKFLOW PROTECTION AS REQUIRED 2.ENTIRE INSTALLATION SHALL BE WITHIN'PUBLIC R/W DEDICATED EASEMENT. 9.ALL UNDERGROUND PIPING OUTSIDE VAULT SHALL BE POLYETHYLENE 3.REFER TO GENERAL NOTES,STD PLAN 100 AND WATER DIVISION'S PROVISIONS TO STD.SPECS. WRAPPED. 4.CONTRACTOR TO SUPPLY HOT DIPPED GALVANIZED HEAVY CHAIN TO LOCK HANDWHEEL ON VALVE, 10.ALLOWABLE TOLERANCE ON DIMENSION=i 2' HBWD WILL FURNISH LOCK. IL IF INSTALLATION IS WITHIN A SLOPED GRADE,REFER TO STD.624. 5.UTILITY BOX COVERS TO BE HOT DIPPED GALVANIZED NTH'SLIP-NOT'.INCLUDING HINGES, 12.UTILITY BOX COVER SHALL HAVE A 2-1/2'HOLE FOR TOUTCH READ AFTER FABRICATION. SENSOR. 6.ALL FASTENERS SHALL BE TYPE 316 STAINLESS STEEL,INCLUDING FLEX COUPLING-T-BOLTS'. 13.AR=AS REOUIRED. APPROVED. CITY OF HUNTINGTON BEACH +� DEPARTMENT OF PUBLIC WORKS CITY ENGINEER STANDARD PLAN 4" FIRE / DOMESTIC METER ASSEMBLY 605A DATE: 6/23/99 2 OF 2 v v oc CITY'S RESPONSIBILITY CONSUMER'S RESPONSIBILITY m v PRECAST VAULT INSIDE DIMENSIONS 6' 0" X 12'-0" X 4'-6" 15 THRUST BLOCK SIZED PER - nj 6 6 STD. DWG. 614 (TYP.) 19 Z WHEN PVC PIPE IS INSTALLED - 14 15 m Z GA. INSULATED COPPER WIRE SHALL 15 �m BE SPIRAL WRAPPED AROUND PIPE. 14 18" On 95 L4 18 4" B 12 , 24 to tD e p1 1 2 3 4 7 •5 3' 11 12 5 7 3 C) ?1 —I ALTERNATE LAYOUT Li LOWER 90' BEND ROTATED rn 90' FOR METER RUN DRYPACK CONCRETE O PARALLEL TO CURB MORTAR (TYP) 0 -9 O v O = FEATHER JOIN EXIST TOUCH READ SENSORS Ir1 m PAVEMENT F) 8. W •;y III= _ I+1 r ' IN. 3'-2" rn 0 III= III= MIN 15 12 16 D Z 5 9 10 5 4'-6" N y 7 m VALVE BOX - SEE 15 STD. DWG. 612 t w D MAIN LINE 4 O O C) = 3 18 8 11 17 17 8 vy► 7 ••. -moo � III=III iLI= n a - 12" DIA SUMP ,� 1' OF 1" ROCK 1 1/2" GROUT FILLED WITH 3/4'ROCK BASE (TYP.) 1 ITEM SPECIFICATION QTY 1 TEE AND VALVE OR TAPPING TEE AND VALVE, PER STD 619 (USE PUSH-ON X FLG. TEE 02085.9 1 IF HOT TAP IS NOT REQUIRED). FULL SIZE HOT TAPS ARE NOT ALLOWED. 2 CONSTRUCT VALVE, PUSH-ON X FLG. (USE RW VALVE IF HOT TAP IS NOT REQUIRED). 02085.9 1 3 PVC PIPE OR D.I. PIPE LATERAL SEE APPROVED PROJECT DRAWINGS. 02510.9 AR 4 6" DI 90' ELL, CL 150, FLG'D, PE WRAPPED, PER STANDARD 614. 02510.1 1 5 6" FLG X FLG. D.I. SPOOL - 37-1/8" LONG. 02510.1 2 6 6' D.I. 90' ELL FLG. X FLG. 02510.1 2 7 6" X 4" FLANGED D.I. TEE. 02510.1 3 j 8 6" RW VALVE - FLANGED, W/ HANDWHEEL. 02085.9 2 9 6" FLG X PIPE END, D.I. SPOOL - 18' LONG. 02510.1 1 10 6" FLG X PIPE END, D.I. SPOOL - 12" LONG 02510.1 1 11 6" FLEX COUPLING. 02088 1 12 6" FIRE / DOMESTIC METER ASSEMBLY. 02083.3 1 13 LADDER - HOT DIPPED GALVANIZED (REQUIRED ON ALL VAULTS 5-FEET OR DEEPER.) 03481 1 14 4" RW VALVE - FLANGED W/ VALVE BOX & COVER. (VALVE COVER IS TO BE PAINTED RED.) 02085.9 1 15 4" D.I. SPOOL - FLG. X FLG., CL 150, FLG'D, PE WRAPPED, PER STD 614. 02510.1 AR 16 4" 0.1. BLIND FLANGE 02510.1 1 17 ADJUSTABLE PIPE SUPPORT PER STD. PLAN 616. 1 18 6' FLG. X FLG. 90' DI ELL, CL 150, FLG'D, PE WRAPPED, PER STD 614 02510.1 1 19 CONCRETE VAULT & COVER. 03481 1 NOTES: I.LOCATION SHOWN IS STANDARD LOCATION.ALL OTHER LOCATIONS SHALL BE APPROVED BY 7.SUMP TO BE FURNISHED WITH GRATE. DIRECTOR OF PUBLIC WORKS. I I. PROVIDE 13ACKFLOW PROTECTION AS REOUIRED 2.ENTIRE INSTALLATION SHALL BE WITHIN PUBLIC R/W DEDICATED EASEMENT. 9.ALL UNDERGROUND PIPING OUTSIDE VAULT SHALL BE POLYETHYLENE 3.REFER TO GENERAL NOTES,STD PLAN 100 AND WATER DIVISION'S PROVISIONS TO STD.SPECS. WRAPPED. 4.CONTRACTOR TO SUPPLY HOT DIPPED GALVANIZED HEAVY CHAIN TO LOCK HANOWHEEL ON VALVE. 10.ALLOWABLE TOLERANCE ON DIMENSION=t 2' HBWD WILL FURNISH LOCK. 11.IF INSTALLATION IS WITHIN A SLOPED GRADE,REFER TO STD.624. 5.UTILITY BOX COVERS TO BE HOT DIPPED GALVANIZED WITH'SLIP-NOT'.INCLUDING HINGES, 12.UTILITY BOX COVER SHALL HAVE A 2-1/2'HOLE FOR TOUTCH READ AFTER FABRICATION. SENSOR. 6.ALL FASTENERS SHALL BE TYPE 316 STAINLESS STEEL,INCLUDING FLEX COUPLING'T-BOLTS'. 13.AR=AS REQUIRED. APPROVED. CITY OF HUNTINGTON BEACH J�--f7t7 DEPARTMENT OF PUBLIC WORKS CITY ENGINEER-Ly STANDARD 6" FIRE / DOMESTIC METER ASSEMBLY 60PLAN GATE: 6/23/99 2 2 CITYS RESPONSIBILITY CONSUMER'S RESPONSIBILITY 0 PRECAST VAULT INSIDE DIMENSIONS 6'-0" X 12'-0' X 4'-6" 15 THRUST BLOCK SIZED PER n d s 19 s STD. DWG. 614 (TYP.) o � z WHEN PVC PIPE IS INSTALLED - 14 15 m i GA. INSULATED COPPER WIRE SHALL m BE SPIRAL WRAPPED AROUND PIPE. 14 18" 15 OO \ 15 to (A18 24" 8 12 •24 e CO cD " o 00 1 2 3 4 I I 7 5 3' 11 12 5 7 3 --I ALTERNATE LAYOUT �� -{ LOWER 90' BEND ROTATED rT 90' FOR METER RUN DRYPACK CONCRETE \ O PARALLEL TO CURB MORTAR (TYP) rn o = FEATHER JOIN EXIST TOUCH READ SENSORS m n PAVEMENT _ N1 i Z c7 08. 0 CD C '• (��_ n --) — , MIN 8. rrlo Q ��� 15 5 12 16 MIN.; 3'-2" y 9 10 5 4'-6" (A ti VALVE BOX - SEE 7 a) STD. DWG. 612 t 5 r . m O O W D MAIN LINE 4 r C7 = 3 t8 8 11 17 17 8 Z -no 1 `6a ` 12" DIA SUMP (� 1' OF 1" ROCK 1 1/2" GROUT FILLED WITH 3/4 ROCK BASE (TYP.) Alp- ITEM SPECIFICATION QTY 1 TEE AND VALVE OR TAPPING TEE AND VALVE, PER STD 619 (USE PUSH-ON X FLG. TEE 02085.9 1 IF HOT TAP IS NOT REQUIRED). FULL SIZE HOT TAPS ARE NOT ALLOWED. 2 CONSTRUCT_ VALVE, PUSH-ON X FLG. (USE RW VALVE IF HOT TAP IS NOT REQUIRED). 02085.9 1 3 PVC PIPE OR D.I. PIPE LATERAL. SEE APPROVED PROJECT DRAWINGS. 02510.9 AR 4 8" DI 90' ELL, CL.150, FLG'D, PE WRAPPED, PER STANDARD 614. 02510.1 1 $ 8" FLG X FLG. D.I. SPOOL - 30-1/8" LONG. 02510.1 2 6 8" D.I. 90' ELL FLG. X FLG. 02510.1 2 7 8" X 4" FLANGED D.I. TEE. 02510.1 3 8 8" RW VALVE - FLANGED, W/ HANDWHEEL. 02085.9 2 g 8" FLG X PIPE END, D.I. SPOOL - 18" LONG. 02510.1 1 10 8" FLG X PIPE END, D.I. SPOOL - 12" LONG 025.10.1 1 11 8" FLEX COUPLING. 02088 1 12 8" FIRE / DOMESTIC METER ASSEMBLY. 02083.3 1 13 LADDER - HOT DIPPED GALVANIZED (REQUIRED ON ALL VAULTS 5-FEET OR DEEPER.) 03481 1 14 4" RW VALVE - FLANGED W/ VALVE BOX & COVER. (VALVE COVER IS TO BE PAINTED RED.) 02085.9 1 15 4" D.I. SPOOL - FLG. X FLG., CL 150, FLG'D, PE WRAPPED, PER STD 614. 02510.1 AR 16 4" D.I. BLIND FLANGE 02510.1 1 17 ADJUSTABLE PIPE SUPPORT PER STD. PLAN 616. 1 18 8" FLG. X FLG. 90' DI ELL, CL 150, FLG'D, PE WRAPPED, PER STD. 614 02510.1 1 19 CONCRETE VAULT & COVER. 03481 1 NOTES: I.LOCATION SHOWN IS STANDARD LOCATION,ALL OTHER LOCATIONS SHALL BE APPROVED BY 7.SUMP TO BE FURNISHED WITH GRATE. DIRECTOR OF PUBLIC WORKS. 8.PROVIDE BACKFLOW PROTECTION AS REOUIRED 2.ENTIRE INSTALLATION SHALL BE WITHIN PUBLIC R/W DEDICATED EASEMENT. 9.ALL UNDERGROUND PIPING OUTSIDE VAULT SHALL BE POLYETHYLENE 3.REFER TO GENERAL NOTES,STD PLAN 100 AND WATER DIVISION'S PROVISIONS TO STD.SPECS. WRAPPED. 4. CONTRACTOR TO SUPPLY HOT DIPPED GALVANIZED HEAVY CHAIN TO LOCK HANDWHEEL ON VALVE. 10. ALLOWABLE TOLERANCE ON DIMENSION=t 2' HBWD WILL FURNISH LOCK. II. IF INSTALLATION IS WITHIN A SLOPED GRADE,REFER TO STD.624. 5.UTILITY BOX COVERS TO BE HOT DIPPED GALVANIZED WITH"SLIP-NOT".INCLUDING HINGES, 12.UTILITY BOX COVER SHALL HAVE A 2-I/Z'HOLE FOR TOUTCH READ AFTER FABRICATION. SENSOR. 6.ALL FASTENERS SHALL BE TYPE 316 STAINLESS STEEL,INCLUDING FLEX COUPLING'T-BOLTS'. 13.AR=AS REQUIRED. 0 APPROVED: CITY OF HUNTINGTON BEACH +� DEPARTMENT OF PUBLIC WORKStow CITY ENGINEER STANDARD PLAN 8" FIRE / DOMESTIC METER ASSEMBLY 605C DATE: 6/23/99 2 OF 2 v < CI Y'S RESPONSIBILITY CONSUMER'S RESPONSIBILITY rn 0 PRECAST VAULT INSIDE DIMENSIONS 15 THRUST BLOCK SIZED PER n 8'-0" X 14'-0" X 4'-6' 6 6 STD. DWG. 614C (TYP.) 19 z ' WHEN PVC PIPE IS INSTALLED - 14 15 _ m c? GA. INSULATED COPPER WIRE SHALL rn BE SPIRAL WRAPPED AROUND PIPE. 14 � t 8" 15 A � 15 N 8 W 18 4" 12 .24 cD O 1 2 3 4 I I 7 5 4• 11 12 5 7 3 n o ALTERNATE LAYOUT Li-� LOWER 90' BEND ROTATED rri 90' FOR METER RUN DRYPACK CONCRETE O PARALLEL TO CURB MORTAR (TYP) o m v O = FEATHER JOIN EXIST -To UCH READ SENSORS -a m m PAVEMENT \ v1 Z CD rn r_ .... III- -� — III= 6" 8" = 3'-2" MIN.; rn � 0III- III= 15 MIN 12 16 5 ti Z — 9 10 5 4'-6" D (n VALVE BOX - SEE 7 15 (ASTD. DWG. 612 rri m W D MAIN LINE 4 = 3 18 8 11 17 17 8 } 7 oe �o `� III—III III•— n 12" DIA SUMP roQ a FILLED WITH 3/4" ROCK 12" ROCK BASE 1 1/2" GROUT BASE (TYP.) ITEM SPECIFICATION QTY 1 TEE AND VALVE OR TAPPING TEE AND VALVE, PER STD 619 (USE PUSH-ON X FLG. TEE 02085.9 1 IF HOT TAP IS NOT REQUIRED). FULL SIZE HOT TAPS ARE NOT ALLOWED. 2 CONSTRUCT.VALVE, PUSH-ON X FLG. (USE RW VALVE IF HOT TAP IS NOT REQUIRED). 02085.9 1 3 PVC PIPE OR D.I. PIPE LATERAL. SEE APPROVED PROJECT DRAWINGS. 02510.9 AR 4 10" DI 90' ELL, CL.150, FLG'D, PE WRAPPED, PER STANDARD 614. 02510.1 1 5 10" FLG X FLG. D.I. SPOOL .- 32-1/8" LONG. 02510.1 2 6 10" D.I. 90' ELL FLG. X FLG. 02510.1 . 2 7 10" X 4" FLANGED D.I. TEE. 02510.1 3 8 10" RW VALVE - FLANGED, W/ HANDWHEEL. 02085.9 2 g 10" FLG X PIPE END, D.I. SPOOL - 18" LONG. 02510.1 1 1p 10" FLG X PIPE END, D.I. SPOOL - 12" LONG 02510.1 1 11 10" FLEX COUPLING WITH FOUR 3/4" STAINLESS STEEL TIE RODS: 02088 1 12 10" FIRE / DOMESTIC METER ASSEMBLY. 02083.3 .1 13 LADDER - HOT DIPPED GALVANIZED (REQUIRED ON ALL VAULTS 5-FEET OR DEEPER.) 03481 1 14 4" RW VALVE - FLANGED W/ VALVE BOX & COVER. (VALVE COVER IS TO BE PAINTED RED.) 02085.9 1 15 4" D.I. SPOOL - FLG. X FLG., CL 150, FLG'D, PE WRAPPED, PER STD 614. 02510.1 AR 16 4" D.I. BLIND FLANGE 02510.1 1 17 ADJUSTABLE PIPE SUPPORT PER STD. PLAN 616. 1 18 10" FLG. X FLG. 90' DI ELL, CL 150, FLG'D, PE WRAPPED, PER STD 614 02510.1 1 19 CONCRETE VAULT & COVER. 03481 1 NOTES: I.LOCATION SHOWN IS STANDARD LOCATION,ALL OTHER LOCATIONS SHALL BE APPROVED BY 7.SUMP TO BE FURNISHED WITH GRATE. DIRECTOR OF PUBLIC WORKS. B.PROVIDE BACKFLOW PROTECTION AS REQUIRED 2.ENTIRE INSTALLATION SHALL BE WITHIN PLBLIC R/W DEDICATED EASEMENT. 9.ALL UNDERGROUND PIPING OUTSIDE VAULT SHALL BE POLYETHYLENE 3.REFER TO GENERAL NOTES,STD PLAN 100 AND WATER DIVISION'S PROVISIONS TO STD.SPECS. WRAPPED. 4.CONTRACTOR TO SUPPLY HOT DIPPED GALVANIZED HEAVY CHAIN TO LOCK HANDWHEEL ON VALVE. 10.ALLOWABLE TOLERANCE ON DIMENSION:3 2' HBWD WILL FURNISH LOCK. II. IF INSTALLATION IS WITHIN A SLOPED GRADE,REFER TO STD.624. 5.UTILITY BOX COVERS TO BE HOT DIPPED GALVANIZED WITH`SLIP-NOT',INCLUDING HINGES. 12.UTILITY BOX COVER SHALL HAVE A 2-1/2'HOLE FOR TOUTCH READ AFTER FABRICATION. SENSOR. 6.ALL FASTENERS SHALL BE TYPE 316 STAINLESS STEEL,INCLUDING FLEX COUPLING'T-BOLTS'. 13.AR=AS REQUIRED. APPROVED. CITY OF HUNTINGTON BEACH DEPARTMENT OF PUBLIC WORKS CITY ENGINEER STANDARD PLAN 10" FIRE / DOMESTIC METER ASSEMBLY 605D DATE: 6/23/99 2 of 2 A.C. PAVEMENT SEE STD PLN 606A FOR T—TO WITH OR WITHOUT BASE: WHEELCUT, SAWCUT OR SIMILAR,PLACE A.C.WITH APPROVED SPREADING DEVICE. :TACK COAT ' +' �:...::• PAVEMENT TO BE REPLACED: A.C. I' GREATER THAN ' EXISTING, 5'MINIMUM. TRENCH ZONE AVAT N ' WI T 95..%COMPACTION 6'MIN.'';PIP[pi107Y1. O • '.6'MIN.�. BACKFILL PER SECTION 306-1.2.1 OF STANDARD SPECIFICATIONS(GREEN BOOK). SAND EQUIVALENT 25 MINIMUM. 14 A.W.G. i w.nrn+u TMt: COPPER WIRE COVE 12" COUPLING PIPE ZONE PIPE 90 % COMPACTION PIPE EMBEDMENT BEDDING MIN. 6" SIEVE SIZE PERCENT PASSING ' NO 4 95 - 100 NO. 30 26 - 60 NO. 100 2 - 10 GENERAL NOTES 0BACKFILL MATERIAL FOR ALL TRENCHES SHALL HAVE A CERTIFIED SAND EQUIVALENT OF NOT LESS THAN 25 AND SHALL CONFORM TO THE FOLLOWING GRADATION (SEE ABOVE) O PROJECT EXCAVATION MAY BE USED AS BACKFILL MATERIAL ONLY IF IT MEETS THE ABOVE REQUIREMENTS. CONTRACTOR SHALL PAY TESTING LABORATORY TO CERTIFY BACKFILL O COMPACTION METHODS SHALL CONFORM TO SECTIONS 301 AND 306-1.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION) WITH THE EXCEPTION OF HYDRO-HAMMER. 4 ALL TRENCHING & CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. O A METALLIC LINED TAPE FOR UNDERGROUND PIPES, MARKED "CAUTION', "WATER LINE BURIED BELOW", IN POLYETHYLENE FILM COLOR BLUE, INSTALLED ABOVE PIPE 2" WIDE. APPROVED: CITY OF HUNTINGTON BEACH ^� DEPARTMENT OF PUBLIC WORKS CITY ENGINEER STANDARD PLAN DATE: 6 23 99 TRENCHING AND RESURFACING DETAIL 606 0 0 I' I'MINIMUM I' SAWCUT EXISTING A.C. 0.08' --------------- ASPHALT ------------- . 0.08' :'r•. :y.1. y.t. •�. "'AGGREGATE BASE ; r,:; '•`, EXISTING BASE f,• f. GENERAL NOTES Q COLD PLANE AND REPLACE A.C. OO REMOVE AND REPLACE A.C. TO EDGE OF GUTTER (OR TO CURB FACE IF NO GUTTER EXISTS) WHERE 'B' IS LESS THAN 36". APPROVED: • CITY OF HUNTINGTON BEACH +� a n p DEPARTMENT OF PUBLIC WORKS CITY ENGINEER STANDARD PLAN DATE: 6/23/99 PAVEMENT REPAIR DETAIL 606A �r I 2 5 3 ZD " REFER TO DESIGN CRITERIA FOR SEPARATION REQUIREMENTS GENERAL NOTES O 12" WIDE X 6" DEEP CONCRETE TYPE A BARRIER, STEEL TROWEL FINISH, I/2" RADIUS @ EDGES. SCORE LINES EVERY 10", 3/8" FELT EXPANSION JOINTS @ 20' ON CENTER OR @ WALLS, CURBS OR SIDEWALKS. 2O TWO #3 REBAR CONTINUOUS O3 36" DEEP X .08" MINIMUM THICKNESS ONE PIECE CONTINUOUS POLYPROPYLENE OR POLYETHYLENE BARRIER EMBEDDED 2" INTO CONCRETE BARRIER. O 90% COMPACTED FILL. O5 FINISH GRADE. APPROVED: CITY OF HUNTINGTON BEACH +� DEPARTMENT OF PUBLIC WORKS CITY ENGINEER STANDARD PLAN DATE: 6/23/99 RECLAIMED WATER BARRIER DETAIL 606B PIPE BARRICADE, PER STD. PLAN 615 TO BE USED IN PARKING LOTS, ALLEY, ETC. AMOUNT DETERMINED BY INSPECTOR. NOTE 10 7 SET AT 45" TO STREET I 1 2'-6• 2' — BREAK OFF BOLTS O I 1 ASHALT I PAVEMENT Iliac I= . III=111=III '. 111 � I 111� II • 111 III ty �L•�;:;, '` :; .•.�, j, ;t: i�':'{ •• III II III 11 1::;•°'? i.-;_�,.;1 III 11 "•'• •••••�"'' III II •111 6 _III=11B 1! III 1 II 111 I 5 II III I 2 14 A.W.G. COPPER WIRE _ • I III ' 11 111=II 81 ETI •I, 3 10' MINIMUM 4 GENERAL NOTES 1.) ALL FIRE HYDRANTS TO BE PLACED AT THE B.C.R. OR PROPERTY LINE. 2.)F.H. AND PIPE BARRICADE SHALL HAVE TWO COATS OF FINISH POWDER EPDXY COAT PER SPECIFICATION 09966.1. 3.) RUBBER HOSE CAP WASHER SHALL BE FURNISHED WITH EACH OUTLET. 4.)ALL HYDRANT CAPS SHALL BE CAST IRON, EQUIPPED WITH RING AND CHAIN. 5.)ALL NUTS 88 BOLTS SHALL BE 316 GRADE STAINLESS STEEL. 6.)REFER TO GEN. NOTES STD. PLAN 100. 7.)NO FIRE HYDRANT SHALL BE INSTALLED CLOSER THAN 5 FEET FROM EDGE OF ANY DRIVEWAY APRON. 8.)42•MIN. CLEARANCE OF UNOBSTRUCTED SIDEWALK. 9.)AR =AS REQUIRED. 10.)FIRE HYDRANTS SHALL BE PAINTED THE COLOR AS SPECIFIED IN SECTION 09913. ITEM DESCRIPTION SPECIFICATION OTY O1 TEE OR TAPPING TEE, FLANGED. 02085.9 1 O 6" FLG X G.T. WITH VALVE BOX PER STD. 612. 02085.9 1 3 6" P.V.C. PIPE, C900, C.L.150. 02510.9 A.R. 4 CONCRETE THRUST BLOCK PER STD. PLAN 614. 03300 A.R. O5 6" X 36" C.I. BURY G.T. X FLG. 02510.1 1 O 6" X 6" BREAKAWAY RISER SPOOLS, D.I., FLANGED. 02510.1 2 70 66" X 4" X 2-1/2* EASTBAY TYPE FIRE HYDRANT. 02513 1 O BREAK AWAY BOLTS. 02513 6 APPROVED. CITY OF HUNTINGTON BEACH +ff DEPARTMENT OF PUBLIC WORKS CITY ENGINEER STANDARD PLAN DATE: 6 23 99 FIRE HYDRANT ASSEMBLY 607 REFER TO NOTE I .:V zo t 13 4 VARIES 14 A.W.G. 14 A.�W.G. PER COP 7 COPPER WIRE WIRE 5 ---------- --- ------------ --------------- 12 2 12 GENERAL NOTES L) IF WATER MAIN IS TO BE CONTINUED IN THE FUTURE AND GATE VALVE IS IN LOCATION PRESCRIBED BY STD. PLAN 600 GATE VALVE SHALL BE SAME SIZE AS WATER MAIN EXTEND WATER MAIN A MINIMUM OF 10' BEYOND GATE VALVE (I.E. ELIMINATE 4'G.V.)THEN CONNECT 4.P.V.C. DIRECTLY TO TAP PLUG ADD THRUST BLOCK PER STD. PLAN 614 TO TAPPED PLUG. 2.)ALL PLASTIC CONNECTIONS SHALL BE SOLVENT WELDED (NSF APPROVED). 3.)DO NOT CONNECT SERVICES DOWNSTREAM OF G.V. OR TO 4*P.V.C. 4.)ALL NUTS 8.BOLTS SHALL BE 316 GRADE STAINLESS STEEL. 5.)A.R. -AS REQUIRED. 6.)REFER TO GEN. NOTES STD.PLAN 100. ITEM DESCRIPTION SPECIFICATION OTY G) P.V.C. PIPE-SIZE PER PLAN 02510.9 AR 0 TAPPED PLUG-SIZE PER PLAN X 4" OUTLET 02510.1 1 3 4" P.V.C. SCH 80 SLIP X MPT OR FPT ADAPTER 02530.9 1 1 4 4" P.V.C. SCH 80 02530.9 AR O4' P.V.C. SCH 80. SLIP FLANGE 02530.9 2 4-. R/W VALVE FLANGE ENDS 02530.9 1 CONCRETE ENCASEMENT 03300 OB 4" P.V.C. SCH 80 SLIP 90 ELBOW 02530.9 1 ng 4* P.V.C. SCH 80 SLIP/FPT ADAPTER 02530.9 1 4* P.V.C. SCH 80 THREADED PLUG 02530.9 1 11 VALVE BOX-PER STD 612 02085.9 3 12 TRUST BLOCK-PER STD. PLAN 614 03300 AR 13 COMPACTED PEA GRAVEL 02060 AR APPROVED: CITY OF HUNTINGTON BEACH iff DEPARTMENT OF PUBLIC WORKS CITY ENGINEER STANDARD PLAN DATE: 6/23/99 4" BLOW-OFF ASSEMBLY 60 LI to s s DOOR TO OPEN 7 TOWARDS STREET FILL WITH PEA E GRAVEL STAINLESS STEEL Og S SIDEWALK SAMPLING CAN CURB 8 GUTTER '•y• t..'.•: • N all O J ITi to �• :�;, ITI II =1Ti =111=18 911 .�••'. �L =1 111=1112 '�'4f".,�•:+. .•c.'° a III tll 9 2 SECTION Y-Y 700,SECTION X-X 2 � WATER MAIN 1 I Q d PROPERTY LINE 1Stt NU It 4 i ENO SAMPLING CAN i i Q W � z ; X I -- --------- ---- -- -- --- I I I I X i SIDEWALK 1 1 1 1 1 1 } PLAN GENERNAL NOTES FOR SHEET ONE AND TWO 1) IN 6' OR LARGER SIDEWALKS, SAMPLING CAN TO BE SET 2' FROM CURB FACE TO FACE OF CAN WITH ANGLE STOP AND BOX PARALLEL WITH CURB. (APPLY THIS SAME NOTE TO PARKWAYS. 2)SIDEWALKS LESS THAN 6' HAVE AN 18•UTILITY EASEMENT BEHIND WALK. SAMPLING CANS TO BE SET WITHIN EXISTING EASEMENT (APPLY NOTE TO SHEET 2). 3)IF ALL POSSIBLE, SET CANS ON PROPERTY LINES BETWEEN HOUSES (SEE PLAN SHEET I AND 2). 4)UNDER NO CIRCUMSTANCES SHALL A CAN BE INSTALLED ON PRIVATE PROPERTY. TEM DESCRIPTION SPEC QTY ITEM DESCRIPTION SPEC. OTY 1 1•WATER SERVICE PER STANDARD DRAWING 602. 02510.8 1 6 REDUCER, IRON PIPE THREAD,MALE W x 1•. 02510.8 1 2 PE 3408 PLASTIC PIPE, I•IRON PIPE SIZE. 02510.8 A.R. T VZ'BRASS GATE VALVE—FPT INLET X SWEAT END OUTLET 02510.8 1 3 V ANGLE STOP. 02510.8 I S Ve'COPPER TUBING BENT AS SHOWN 02510.8 A R. 1•METER SPUD X MALE PIPE THREAD. 02510.8 1 9 METER BOX PER STD 602 4 0I O ADAPTER, PACK-JOINT X IRON PIPE THREAD. 02510.8 I 10 STAINLESS STEEL SAMPLING CAN 1 APPROVED: CITY OF HUNTINGTON BEACH Fa DEPARTMENT OF PUBLIC WORKS CITY ENGINEER STANDARD PLAN DATE: 0 6/23/99 SAMPLING CAN DETAIL 6 8 2 SAMPLING CAN 10 GAUGE STAINLESS STEEL PLATE (8-5/8'OD 10 WELDED TO THE TOP OF CAN t,TIUAUGE STEEL BING DOOR TO OPEN 8 TOWARDS CURB 7 FILL WITH PEA GRAVEL 6 4 O 5 -EASEMENT cll = N 3 - III III_life- «�,.,.: 2 CONCRETE PIPE FOOTING SECTION X-X SECTION Z-Z TJ SIDEWALKS LESS THAN i WATER MAIN 6' (SEE NOTE 2 SHEET 3) 0 I I I RIGHT OF WAY ! BEHIND SIDEWALK Q I 0! LL 1 W m 1 3 � 1 uj v 1 SET ANGLE STOP AND BOX ! PERPENDICULAR WITH CURB J O 1 2 i I 18'SAMPLING CAN CENTERED WITHIN H I 2'EASEMENT Z s Z 1 1 � I `PROPERTY LINE I SEE NOTE 3 PLAN APPROVED: CITY OF HUNTINGTON BEACH +� DEPARTMENT OF PUBLIC WORKS CITY ENGINEER STANDARD PLAN 6/23/99 SAMPLING CAN DETAIL 608A DATE: 2 OF 2 I CITY'S RESPONSIBILITY CONSUMER'S RESPONSIBILITY I R/W . , 1 5. 1 I 1 8 7 6' CONCRETE SLAB PER SPEC 3300 (TYPICAL BOTH ENDS OF SLAB). \\ O O I2' MIN. 18- MAX. 2 s 1 1 FINISHED GRADE r a iwiw w pHr "� p i ■irir wiw[w [wir ■p iwE w [pi iwi wi [ ■ II 4' 1 1 I � I 1 1 � 14 GC COPPER WIRE IL� 3 CONTINUOUS THRUST BLOCK PER STD 614 GENERAL NOTES I.)ALL NUTS AND BOLTS FOR GATE VALVES AND TAPPING TEE'S TO BE GRADE 316 STAINLESS STEEL. 2.)SEE STD. SPECS. SECTION 02087.1 BACKFLOW PREVENTION DEVICES. 3.) ITEMS LISTED MAY BE SUBSTITUTED WITH AN APPROVED EQUAL. 4.)WHEN USED AS FIRE SERVICE APPROVED F.M. LISTING REQUIRED. 5.)CONTRACTOR/CONSUMER TO SUPPLY HEAVY CHAINS AND LOCKS TO LOCK HANDWHEELS ON VALVES. 6.)BACKFILL BURIED PIPING ON CITY SIDE OF BACKFLOW PREVENTER IN UNPAVED AREAS WITH TWO SACK SLURRY TO 12'MIN. OVER PIPE. 7.)IMMEDIATELY AFTER INSTALLATION, RELOCATION OR REPAIR, ALL BACKFLOW PREVENTION DEVICES SHALL BE TESTED BY A CERTIFIED TESTER APPROVED BY THE CITY OF HUNTINGTON BEACH. NO SERVICE SHALL BE DEEMED ACCEPTABLE UNTIL THE DEVICE IS TESTED AND CERTIFIED AFTER INSTALLATION. ITEM DESCRIPTION SPECIFICATION QTY 1 TEE OR TAPPING TEE, FLANGE, PER STD PLAN No. 614 02085.9 1 2 VALVE BOX PER STD PLAN 612, 4" MINIMUM. 02085.9 1 3 P.V.C. PIPE AWWA C900, CL.150 4" MINIMUM. 02510.9 AR 4 90' ELBOW,'FLANGED ABOVE GROUND, G.T. X FLANGED BELOW GROUND. 02510.1 4 5 D.I. PIPE, CL. 150 W/SCREWED ENDS, W/THREADED FLANGES, OR INTEGRAL FLANGED ENDS. 02510.1 1 6 ADJUSTABLE PIPE SUPPORT STD. PLAN No. 616. 02510.8 1 7 REDUCED PRESSURE PRINCIPLE ASSY. APPROVED BY CALIFORNIA DEPARTMENT OF HEALTH SERVICES. 02087.1 8 GATE VALVE FLG. X PUSH ON END PER STD. PLAN No. 612. 02085.9 1 APPROVED. CITY OF H U N T I N GTO N BEACH +� DEPARTMENT OF PUBLIC WORKS CITY ENGINEER STANDARD PLAN DATE: 6 23 99 REDUCED PRESSURE PRINCIPAL ASS'Y 609 i 0 . e e I T I 2 1 I8' MAX 6' 12' MIN. TYP FINISH GRADE — FINISH GRADE I I ALL PIPING FOR METER L4' TO RPP WILL BE COPPER TO CONSUMER'S FROM WATER SERVICE METER GENERAL NOTE: I. .ALL BACKFLOW PREVENTION DEVICES SHALL BE LOCATED ABOVE GROUND, SCREENED FROM VIEW AS APPROVED BY THE CITY OF HUNTINGTON BEACH LANDSCAPE ARCHITECT, AND INSTALLED AS CLOSE AS PRACTICAL TO THE WATER METER AND SHALL BE INSTALLED IN A LOCATION THAT IS READILY ACCESSIBLE FOR TESTING AND MAINTENANCE AS APPROVED BY WATER DIVISION. 2. IMMEDIATELY AFTER INSTALLATION, RELOCATION OR REPAIR, ALL BACKFLOW PREVENTION DEVICES SHALL BE TESTED BY A CERTIFIED TESTER APPROVED BY THE CITY. NO SERVICE SHALL BE DEEMED ACCEPTABLE UNTIL THE DEVICE IS TESTED AND CERTIFIED AFTER INSTALLATION. 3. RISERS AND TUBING SHALL BE TYPE "K" RIGID COPPER AND ALL FITTING SHALL BE SOLDER-JOINT TYPE PER UNIFORM PLUMBING CODE AS ADOPTED BY THE CITY OF HUNTINGTON BEACH. ALL UNDERGROUND TUBING FROM THE METER TO THE BACKFLOW DEVICE SHALL BE SLEEVED AND BACKFILLED WITH TWO SACK SLURRY TO 12" BELOW FINISHED GRADE. TUBING AND BACKFLOW DEVICE SHALL BE SIZED PER THE CITY OF HUNTINGTON BEACH PLUMING INSPECTOR. ITEM > DESCRIPTION SPECIFICATION OTY O REDUCE PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY DEVICE. SHALL BE APPROVED BY THE CALIFORNIA°DEPARTMENT OF HEALTH SERVICES. 02087.1 1 2 SOLDER JOINT UNION PER UNIFORM PLUMBING CODE AS ADOPTED BY THE CITY. A.R. 3 A CONCRETE PAD SHALL BE CONSTRUCTED IF ONE DOES NOT ALREADY EXIST. 03300 A.R. APPROVED. CITY OF HUNTINGTON BEACH °d�'aapp DEPARTMENT OF PUBLIC WORKS �r CITY ENGINEER 1 " THROUGH 2" REDUCED PRESSURE STANDARD PLAN DATE: G 23 99 PRINCIPLE BACKFLOW DEVICE 609A I SEE DETAIL A CONDUCTOR PIPE 8 / g TYPE 316 SS HOSE CLAMP 1 STEEL PIPE 7 g TYPE 316 SS WIRE #10 MESH DETAIL A 3 4 1 2 I Al 5" 5 MIN. BRIDGE OR CULVERT 14" GENERAL NOTES I.) THIS TYPE OF BRIDGE CROSSING IS TO BE USED WHERE NO UTILITY SUPPORTS ARE PROVIDED INTO EXISTING BRIDGE. USE ITEMS 3, 4, 5, 6, 7 & 8 ONLY FOR BRIDGES WITH UTILITY SUPPORTS. 2.) SUPPORTS SHALL BE PLACED AT 5' MAXIMUM CENTERS. 3.) ABOVE GROUND EXTERIOR PORTIONS OF BRIDGE CROSSING. PIPE SHALL BE COALTAR COATED AND WRAPPED. 4.) ALL BOLTS AND WASHERS SHALL BE 316 STAINLESS STEEL. 5.) STEEL PIPE SHALL CONFORM TO THE A.W.W.A MII MANUAL. 6.) FERROUS SUPPORT MATERIALS SHALL BE HOT DIP GALVANIZED AFTER FABRICATION OR SHALL BE TYPE 316 SS. 7.) AR = AS REQUIRED. ITEM DESCRIPTION SPECIFICATION OTY 1 2' x 2' x 14" WELD ALL AROUND HOT DIPPED GALVANIZED STEEL AR 2 5/8'X 7' ANCHOR BOLTS RED HEAD. 1 3 2'x 1/16' LENGTH A.R. HOT DIPPED GALVANIZED STEEL. AR 4 [A" ELASTO. PAD PER STATE STD. 51-1.12H. 2 5 'A" x Ilk" HEX HEAD BOLTS W/ LOCKWASHERS. 1 6 2�t"STEEL COUPLINGS WELDED TO PIPE. 02510.2 1 7 2' IP x IP CORP. STOP (TYPICAL). 02510.8 1 8 GALVANIZED STREET ELBOWS 02510.8 2 g AIR VACUUM RELEASE VALVE. 02085.3 1 APPROVED: CITY OF HUNTINGTON BEACH >tf DEPARTMENT OF PUBLIC WORKS CITY ENGINEER STANDARD PLAN DATE: 6/23/99 BRIDGE AND CULVERT CROSSING 610 I. 6" MIN. 6 1h' DIAMETER HOLES DRILLED THROUGH. 20 EACH ROW. 3" 00 O O O EVENLY SPACED. O 7�� O O O 42'MIN. CLEARANCE OF UNOBSTRUCTED SIDEWALK DOOR TO OPEN " TOWARDS SIDEWALK Z CONDUCTOR PIPE, S/S HOSE CLAMP, S/S # 10 WIRE MESH 9" (SEE DETAIL A" STD PLAN 610) 9" I I 5 2 EXISTING SIDEWALK 1 STREET EXISTING CURB 14 4 / & GUTTER /1 0 J A \ d 4 °a e n 1/2' GAP ALL 4 AROUND (TYP.) 14 A.W.G. 8 34■ 24" MAX. 24" MIN. COPPER WIRE 3 e e e EXTENSION. PINNED IN PLACE 1/4'PER FOOT DETAIL A 7 — MIN.SLOPE rPn 4 NOTES L ORNAMENTAL UNIT TO BE 16 GAUGE STEEL PIPE 18'DIAMETER X 30'LONG. UNIT TO BE SECLRED TO SIDEWALK(SEE NOTE 4) BY 4-IVt'X 3/16'1 X 2'LONG ANGLE CLIPS FASTENED BY 4-5/8'X 3'BOLTS. CLIPS TO BE WELDED TO UNIT(SEE DETAIL-A-). 2. DOOR ON UNIT TO BE 1/3 CIRCUMFERENCE OF UNIT X 22'HIGH WITH HASP FOR PADLOCK B WELDED HINGES. PADLOCK FURNISHED BY H.B.M.W.D.. 1 3. TOP OF UNIT TO BE 16 GAUGE STEEL 18'DIAMETER WELDED TO TOP OF UNIT. 4. IF NO SIDEWALK EXISTS.UNIT TO BE CONSTRUCTED ON A 2'XZ'X6'DEEP CONCRETE FOUNDATION 9 FASTENED AS IN NOTE I. 5. IF NO SIDEWALK OR CURB EXISTS PIPE BARRICADES SHALL BE INSTALLED PER STANDARD PLAN 615. 6. UNIT SHALL HAVE TWO COATS OF RED LEAD OR ZINC CHROMATE PRIMER 6 YELLOW POWDER EPDXY FINISH PER SECTION 09966.1. 7. REFER TO GENERAL NOTES STANDARD PLAN 100. PIPE SIZES SHALL MATCH AIR VACUUM SIZE. ITEM DESCRIPTION SPECIFICATION OTY ITEM DESCRIPTION SPECIFICATION QTY O1 SERVICE SADDLE 02510.8 1 O AIR VACUUM RELEASE VALVE 02085.3 1 O VALVE BOX ASSEMBLY PER STANDARD PLAN 612 1 O ORNAMENTAL UNIT(SEE NOTES 1-3) 1 3O PE 3408 PLASTIC PIPE. 02510.8 AR O BRASS 90' STREET ELBOW, (I.P.) 02510.8 1 4 CORPORATION STOP, PACK—JOINT. 02510.8 2 O 90' ELL, PACK—JOINT 02510.8 1 APPROVED. CITY OF HUNTINGTON BEACH LJJMic DEPARTMENT OF PUBLIC WORKS law CITY ENGINEER STANDARD PLAN DATE: 6/23/99 AIR & VACUUM RELEASE VALVE ASS'Y 611 1 TOP OF ASPHALT PAVEMENT w co Q O w 8" ALL AROUND N W uj W 0 d of a _o > 14 A.W.G. COPPER WIRE Fr Fn o F��� WITH 12" LAP INSIDE COVER > w - �- a X N W - > O O (ONE PIECE) a > i GENERAL NOTES 1.) TOP OF VALVE BOX SHALL BE FLUSH WITH TOP OF PAVEMENT 2.) REFER TO GENERAL NOTES ON PUBLIC WORKS STD PLAN 100. 3.) RADIO LOCATION TAPE OR COPPER WIRE SHALL BE SECURELY TAPED TO THE INSIDE OF THE VALVE BOX. ITEM DESCRIPTION SPECIFICATION CITY O1 VALVE BOX COVER, MARKED "WATER- 02085.9 1 O2 8" P.V.C. SCH 100 02530.9 AR 3 CONCRETE COLLAR 03300 1 APPROVED: CITY OF HUNTINGTON BEACH Fog r DEPARTMENT OF PUBLIC WORKS - I CITY ENGINEER STANDARD PLAN DATE: 6/23/99 VALVE BOX ASSEMBLY 612 I 316 STAINLESS STEEL CAP SCREW. A.W.W.A. 2' SQUARE OPERATING NUT. "-' 1/8' WELD 6 1/2" DIAMETER x 3/16" SPACER PLATE 12" BELOW TOP OF OPERATING NUT. 3= . z_ 2 1/2" SOLID, OR ROLL FRP STOCK (PINNED COUPLERS ARE UNACCEPTABLE). N 1/8" WELD SOCKET FOR 2" SQUARE OPERATING NUT. r-� 2.25' 2 10/16' DIAMETER 2 HOLES, I' DIAMETER 6 1/2' DIAMETER SPACER PLATE PLAN GENERAL NOTES N I. PROVIDE VALVE STEM EXTENSIONS WHEN DEPTH TO OPERATING NUT EXCEEDS 48' (FABRICATE EXTENSION TO FIELD MEASUREMENT -SEE NOTE 2). r 2. NO VALVE STEM EXTENSION SHALL BE LESS THAN 2 FEET IN LENGTH. TERMINATE EXTENSION 24" TO 36'FROM FINISHED GRADE. 3. PROVIDE ADDITIONAL SPACER PLATE WHEN DISTANCE TO BOTTOM SOCKET EXCEEDS 5 FEET. 4. ALL EXTERNAL SURFACES SHALL BE HOT DIPPED GALVANIZED APPROVED: CITY OF HUNTINGTON BEACH FgDEPARTMENT OF PUBLIC WORKS �^ CITY ENGINEER STANDARD PLAN DATE: 6/23/99 VALVE STEM EXTENSION 612A MAIN TO REMAIN MAIN TO BE ABANDONED MAIN TO REMAIN MAIN TO BE ABANDONED IN SERVICE IN PLACE(NO PRESSURE) IN SERVICE IN PLACE(NO PRESSURE) UNDISTURBED EARTH(TYPICAL) V MIN. 6'MIN. a I C: 4 e' �•. � 3 � F 3 ♦ ♦d •4. G 'a SEAL MAIN SEAL MAIN WITH CONCRETE L---A'a-- ---� WITH CONCRETE EXISTING THRUST BLOCK INSTALL PLUG(RUBBER REMOVE G.V.CUT&REMOVE BOLT ON BLIND FLANGE, REMOVE G.V.CUT 6 REMOVE RING OR CAULKED) PORTION OF EXISTING MAIN ENCASE TEE IN CONCRETE PORTION OF EXISTING MAIN PLAN PLAN EXISTING HUB END EXISTING FLANGED FITTING OR VALVE FITTING OR VALVE MAIN TO REMAIN MAIN TO BE ABANDONED MAIN TO REMAIN { MAIN TO BE ABANDONED IN SERVICE IN PLACE(NO PRESSURE) IN SERVICE IN PLACE(NO PRESSURE) WELD STEEL 4CAP END PLATE I'MIN. I'MIN. uxW4SEAL MAIN WITH CONCRETEINS SEAL MAIN WITH CONCRETE REMOVE G.V.CUT 8 REMOVE WELD ON CAP OR PLUG, PORTION OF EXISTING MAIN SEAL IN CONCRETE KEYED AGAINST UNDISTURBED EARTH CUT&REMOVE PORTION PLAN OF EXISTING MAIN EXISTING ASBESTOS-CEMENT.POLYVINYL PLAN CHLORIDE,OR CAST-IRON MAIN EXISTING STEEL MAIN • GENERAL NOTES I. REFER TO STANDARD PLAN NO. 614 FOR BEARING AREAS ON THRUST BLOCKS. 2. REFER TO GENERAL NOTES ON PUBLIC WORKS STD PLAN 100. 3. REFER TO SPECIFICATIONP03300 FOR CONCRETE REQUIREMENTS. 4. REFER TO SPECIFICATION 02224 FOR ABANDONMENT OF UTILITIES. APPROVED: CITY OF HUNTINGTON BEACH +� DEPARTMENT OF PUBLIC WORKS CITY ENGINEER STANDARD PLAN METHODS FOR CUTTING AND PLUGGING DATE: 6/23/99 EXISTING WATER MAIN 613 D O m NOTES LINE TO BE REMOVED I.)REPLACEMENT PIPE MATERIAL SHALL BE PVC PER SPECIFICATION 02510. FROM SERVICE C) 4 2.)WHERE POSSIBLE,ONE END OF THE REPLACEMENT PIPE SECTION BEFORE C7 m SMALL CONNECT TO AN EXISTING BELL OR SPIGOT. CUT PIPE ONE SIDE ('I Z 3.)FLEXIBLE COUPLING SHALL BE SPECIFICALLY DESIGNED FOR USE ON OF TEE ONLY rrl m THE PIPE SIZE AND MATERIAL(S)BEING CONNECTED, PER SECTION ozoga. O WATER MAIN N4.)USE OF FULL CIRCLE REPAIR CLAMPS IS PROHIBITED SPECIFICATION \ SECTION 02088. \ LINE TO BE to 5.) IF NEW REPLACEMENT PIPE REQUIRES DRY BLOCKING THAN EXISTING TEE OR to SOLID MASONRY CONCRETE BLOCKS PER ASTM C-139 REMOVED SHALL USED. CROSS TO BE REMOVED _ FROM SERVICE C 6.)BACKFILLING SHALL NOT BEGIN UNTIL LINE PRESSURE IS RESTORED 0 C AND CONNECTIONS INSPECTED FOR LEAKAGE BY WATER DEPARTMENT D ` / PERSONNEL PER SPECIFICATION 02517. WATER MAIN O m Z7 ; 7.)REPLACEMENT PIPE SHALL BE CLEANED IN ACCORDANCE WITH O REMOVE SPECIFICATION SECTION 02516. Z AT SPIGOT N rn O 8.)IF THE EXISTING PIPE IS PVC, THAN USE PVC BELL ON ONE END OF S m REPLACEMENT PIPE AND PVC CLOSURE COUPLING ON THE OTHER END. A C T 9.) IF THE EXISTING PIPE IS-Cl/DI OR AC,THAN USE TRANSITION REPLACEMENT PIPE 1 COUPLINGS ON BOTH ENDS OF PIPE. O m D a O Z 10.)ABANDONED PIPES SHALL BE PLUGGED PER STANDARD PLAN 613. AFTER m Z Z 11.)REFER TO STANDARD 606 FOR BACKFILLING TRENCH. SEE NOTES FOR Z � � C r'1 0 I2.)REFER TO SPECIFICATION 02515.1 AND 02224 FOR OTHER COUPLING Z N 0 REQUIREMENTS. p * O REQUIREMENTS L 0 Z n y 0 f*1 <n m - cn D N C7 SUPPORT WITH SAND BAGS (IF REQUIRED), OR TRENCH y BOTTOM. W o D ai U 90 DEGREE BEND REDUCER TEE AND PLUG BEARING AREA SQUARE FEET PIPE DIAMETER TEES. PLUGS & REDUCERS 90' BEND 45' BENDS 22 1/7 BENDS 4 & 6 4 5 3 2 8 7 9 5 3 12 15 22 12 6 14 20 29 16 8 V I. BEARING AREAS DESIGNED FOR MAXIMUM OF 1500 PSF SOIL BEARING CAPACITY. 2. BEARING AREAS SHALL BE INCREASED AT THE OPTION OF CITY ENGINEER IF SOIL BEARING PRESSURE IS LESS THAN 1500 PSF. 3. CONCRETE SHALL BE PER SPECIFICATION 03300. 4. REFER TO GENERAL NOTES STANDARD PLAN 100. S. BEARING AREAS OF BLOCK IN LINE OF RESULTANT THRUST SHALL BE AGAINST UNDISTURBED EARTH. 6. TIE BARS SHALL BE 1/2'EPDXY COATED REBAR(PER ASTM 767 AND D3963)OR STAINLESS STEEL(WHEN EXPOSED)WITH ACI HOOKED ENDS. 7. MINIMUM CONCRETE THICKNESS=12 INCHES. THRUST BLOCKS FOR VALVES, CROSSES AND VERTCAL THRUST VERTICAL THRUST VALVES CROSS TIE BAR TIE BAR TIE BAR(TYPICAL) ,r•., THRUST BLOCKS FOR VALVES, CROSSES AND VERTICAL THRUST PIPE DIAMETER THRUST BLOCK REQUIRED 4" 21 CUBIC FEET ,6" 1 CUBIC YARD 8" 2 CUBIC YARDS 12" 6 CUBIC YARDS 14" 9 CUBIC YARDS 16" 11 CUBIC YARDS APPROVED: CITY OF HUNTINGTON BEACH DEPARTMENT OF PUBLIC WORKS CITY ENGINEER STANDARD PLAN DATE: 6/23/99 THRUST BLOCKS 614 NOTES 0 I. TAPPING SLEEVE TO BE PLACED A MINIMUM OF 3' FROM ANY BELL oCOUPLING, VALVE,FITTING,OR OTHER OBSTRUCTION. 2. CONTRACTOR SHALL EXCAVATE AS SHOWN AND SHALL SET TAPPING SLEEVE AND VALVE AND TIGHTEN ALL BOLTS PRIOR TO THE PRESSURE TEST. m 3. ALL TAPPING SLEEVES AND VALVES MUST BE PRESSURE TESTED. THE Z m TEST MUST BE WITNESSED AND APPROVED BY THE INSPECTOR. m z m 4. ALL FLANGE BOLTS SHALL BE FREE AND CLEAR OF CONCRETE. 01 5. THRUST BLOCKS SHALL CONFORM TO STANDARD PLAN NUMBER 614. N _ (A EXISTING MAIN TO BE TAPPED (D to or N — > --I L" `•-is "—' z NEW LINE TO BE D ® FUTURE TRENCH CONSTRUCTED .,. G) 0 = • m �7 ~ D m G) Z N 0 rrI W KEEP BOLTS a JOINTS FREE OF CONCRETE X = LAYING LENGTH m .—� f OF VALVE v' 0 Z PLAN a � --- Z Vl CONCRETE: CLASS'C' PER SECTION 03300 D NORMALLY, CURE 24 HOURS BEFORE BACKFILLING. rrl �I Dirrn o — V) - N X+4" — — G • WOOD FORMS(REMOVE WHEN CURED) MIN. � v D ELEVATION STREET (NO CONCRETE CURB) 5 CONCRETE 1 �30. ARRICAD 6'X4'X2-112' FIRE HYDRANT 1 I IPLAN i FIRE HYDRANT BARRICADES (TYPICAL) CONCRETE CAP NOTES: i I. SEE DRAWINGS FOR NUMBERS OF BARRICADES TO BE USED. 2. VERIFY LOCATION OF BARRICADES WITH INSPECTOR. 4' CONCRETE PIPE, SCH 40 3 FIRE HYDRANT BARRICADES TO BE PRIMED AND PAINTED SAME AS CONCRETE FILLED HYDRANTS. 3.0' 4. BARRICADES SHALL NOT INTERFERE WITH OPERATIONS OF HYDRANT. CONCRETE 5. REFER TO GEN. NOTES STD. PLAN 100. I- m 3.0' - 4.0' MIN. t 2' r BARRICADE DETAILS APPROVED. CITY OF HUNTINGTON BEACH +� L�J DEPARTMENT OF PUBLIC WORKS !f� CITY ENGINEER STANDARD PLAN DATE: 6/23/99 PIPE BARRICADE ASSEMBLY 615 CUT FROM SCHEDULE 40 STEEL PIPE ONE SIZE LARGER THAN PIPE OR FITTING TO BE 90• SUPPORTED 1/4" fi3' WIDE 2" STANDARD STEEL PIPE, SCHEDULE 40 I I r? 1 1/2" STANDARD STEEL 1-1/2" I.P. THREAD PIPE, SCHEDULE 40, 8' LONG 2-1 1/2" I.P. THREADED = = J HEX LOCKNUTS = = Z m g WASHER w _o = ALL EXPOSED METAL SURFACES TO BE PROTECTED I II `oLu IN ACCORDANCE WITH in N SPECIFICATIONS SECTION 09970. IL -JI ? I/4" 2" STANDARD STEEL PIPE, SCHEDULE 40 I I w I/4" STEEL PLATE � -' 6" x 14" x 14" ° 6" SO CONCRETE PIER GROUT e - a. ° e 6" SQUARE . e e — e d e° a ee G e e d. e NOTE d � I. IN EVENT SUPPORT IS MOUNTED ON CONCRETE SLAB q . OR FLOOR , PIER NOT REQUIRED a a 2. REFER TO GENERAL NOTES STANDARD PLAN 100. 3. ALL PIPING AND PLATES SHALL BE HOT DIPPED 14 pp GALVANIZED AFTER FABRICATION SQUARE 4. PREFABRICATED ADJUSTABLE SUPPORTS MAY BE SUBSTITUTED WITH CITY APPROVAL. APPROVED. CITY OF HUNTINGTON BEACH lPtAN DEPARTMENT OF PUBLIC WORKS CITY GINEERSTADATE: 6/23/99 ADJUSTABLE PIPE SUPPORT DETAIL ASSEMBLY I 4 4 5 3 3 6' TYP. BOTH ENDS OF SLAB. all, alk 12' IN. 18'MAX. 6' r war ■w! rlrar ■ar!■ Will ■a■ !r■ aw! ■! 6 1 7 1 2 2 CONTINUOUS ELEVATION THRUST BLOCK PER STD 614 CITY'S RESP. OWNER'S RESP. LENGTH VARIES DEPENDING ON SIZE & TYPE OF ASSEMBLY METER PLAN GENERAL NOTES I.) ALL UNITS MUST BE IN THE LATEST EDITION OF THE LIST OF APPROVED BACKFLOW PREVENT DEVICE AS SUPPLIED BY THE CALIFORNIA DEPARTMENT OF HEALTH SERVICES. 2.) NOTIFY THE H.B.M.W.D. PRIOR TO INSTALLATION OF UNIT. 3.) UPON COMPLETION OF THE INSTALLATION OF THE DEVICE, A TEST SHALL BE PERFORMED AND A CERTIFICATE OF ADEQUACY AND OPERATIONAL COMPLIANCE SHALL BE FURNISHED TO THE H.B.M.W.D. THE TEST SHALL BE PERFORMED BY A TESTING AGENCY APPROVED BY THE CITY OF HUNTINGTON BEACH. 4.) UNDERGROUND PIPING FROM METER TO BACKFLOW ASSEMBLY SHALL BE BACKFILLED AT ALL UNPAVED AREAS WITH TWO SACK SLURRY TO 12' MIN. OVER PIPE. WHEN ASSEMBLY IS LOCATED GREATER THEN 5 FEET FROM PROPERTY LINE. 5.) ALL BOLTS AND NUTS SHALL BE TYPE 316 STAINLESS STEEL. ITEM DESCRIPTION SPECIFICATION OTY O1 90' ELBOW. G.T. X FLG. BELOW GROUND 02510.1 2 O2 DIP (CL 150) SPOOL FLG X FLG. 02510.1 AR O 90' ELL FLG X FLG. 02510.1 2 4O SHUT-OFF VALVES. SEE SPECIFICATION NOTES. 02085.9 1 5 DOUBLE CHECK VALVE ASSEMBLY APPROVED BY STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICES. 02087.2 1 6O ADJUSTABLE PIPE SUPORT STD. PLAN N0.616. 02510.1 1 7 6" CONCRETE SLAB. 03300 AR APPROVED: CITY OF HUNTINGTON BEACH h +� DEPARTMENT OF PUBLIC WORKS CITY ENGINEER STANDARD PLAN DATE: 6 23 99 BACKFLOW PREVENTION DOUBLE CHECK 617 Backflow Protection A. ALL INDUSTRIAL, COMMERCIAL AND MULTI-FAMILY DWELLING SERVICE CONNECTIONS SHALL HAVE APPROPRIATE BACKFLOW PROTECTION INSTALLED AND MAINTAINED BY OWNER. B. ANY DOMESTIC SERVICE WITH A FIXTURE EXCEEDING 20 FEET ABOVE WATER MAIN SHALL HAVE APPROPRIATE BACKFLOW PROTECTION INSTALLED AND MAINTAINED BY OWNER. C. ALL BACKFLOW PREVENTION DEVICES SHALL BE LOCATED AS CLOSE AS PRACTICAL TO THE USERS CONNECTION AND SHALL BE INSTALLED ABOVE GRADE AND IN A MANNER WHERE IT IS READILY ACCESSIBLE FOR TESTING AND MAINTENANCE. D. ALL BACKFLOW PREVENTION DEVICES MUST BE TESTED BY A CERTIFIED TESTER AT LEAST ANNUALLY AND IMMEDIATELY AFTER INSTALLATION, RELOCATION OR REPAIR. NO NEW SERVICE SHALL BE DEEMED ACCEPTABLE UNTIL TESTED AND CERTIFIED AFTER INSTALLATION. E. ALL BACKFLOW PREVENTION DEVICES MUST BE APPROVED BY THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICES. e-. APPROVED: CITY OF HUNTINGTON BEACH Fa �J DEPARTMENT OF PUBUC WORKS CITY ENGINEER STANDARD PLAN DATE: 6/23/99 BACKFLOW PROTECTION NOTES 6 1 7A -- w BUILDING OR STRUCTURE N_ Nr BACKFLOW DEVICE SCREEN 4" THICK CONCRETE PAD IF 6 A PER SCREENING DETAIL 2' MIN. j INSTALLED IN UNPAVED AREA 4 m_ 5 VI z 5 10 z 0 N. rB o —� 8 R In tS �j ... I.-ii ISM W �ac1l: In 10 4 le 0 ck:p�a,Ico IL) A Cp> 8 —TO RISER z 7 N�� FIRE DEPARTMENT CONNECTION SECTION A-A.•` LOCATION AND ELEVATION PER 2 FIRE DEPARTMENT REQUIREMENTS ui PROPERTY LINE 6 0 — 1 a w 5 12 MIN. 5 ;.. 18" MAX. 0 FINISHED GRADE —6- TYP EXISTING WATER MAIN Ll yo ya• z 4 4 ' O �o ro 7 3 .. SECTION B-B NOTES: I. ALL DUCTILE IRON SPOOLS SHALL BE ONE PIECE,CLASS 53,FLANGED,AND SHALL 5. CONTRACTOR MUST POSSES A C-34 CONTRACTORS LICENSE TO PERFORM THE FIRE BE INSTALED PER THE CITY OF HUNTINGTON BEACH STANDARD PLANS AND SERVICE CONSTRUCTION. SPECIFICATIONS. 6. ALL FITTINGS SHALL BE DUCTILE IRON. 2.ALL FASTENERS SHALL BE TYPE 316 STAINLESS STEEL. 7. ALL FITTINGS SHALL BE INSTALLED PER STANDARD PLAN 614. 3.PIPE SUPPORT(S)ARE REQUIRED PER STANDARD PLAN 616. 8. APPROVED DEVICE. 4.ALL ABOVE GROUND PIPING,INCLUDING BACKFLOW DEVICE,SHALL BE PAINTED TO 9. NO MECHANICAL JOINT FITTINGS. MATCH SURROUNDING AESTHETICS. THE MARKINGS,INDICATIONG FLOW,SIZE, 10.UPON COMPLETION OF INSTALLATION OF THE DEVICE,A TEST SHALL BE MODEL NUMBER,AND SERIAL NUMBER SHALL BE PERMANENTLY FIXED TO THE BODY PERFORMED AND A CERTIFICATE OF ADEQUACY AND OPERATIONAL COMPLIANCE OF THE BACKFLOW DEVICE,AND MUST REMAIN VISIBLE AFTER PAINTING. SHALL BE FURNISHED TO THE H.B.M.W.O. THE TEST SHALL BE PERFORMED BY A TESTING AGENCY APPROVED BY THE CITY OF HUNTINGTON BEACH. ITEM DESCRIPTION SPECIFICATION QTY 1 TEE AND VALVE OR TAPPING TEE AND VALVE, PER STD. 619 02085.9 1 2 PVC PIPE OR D.I. PIPE LATERAL. SEE APPROVED PROJECT DRAWINGS. 02510.9 AR 3 D.I. 90• ELL, CL.150, FLANGED X GRIP TIGHT, P.E. WRAPPED, PER STANDARD 614. 02510.1 1 4 D.I. FLANGED SPOOL, P.E. WRAPPED — LENGTH AS REQUIRED. 02510.1 2 5 D.I.,90' ELL FLG. X FLG. 02510.1 2 6 DOUBLE CHECK DETECTOR CHECK (4" MIN.), WITH 3/4" METER, NON—TOUCH READ 02087.2 1 7 D.I. FLANGED TEE, W/ 4" FLANGED BRANCH, P.E. WRAPPED, PER STANDARD 614. 02085.9 1 g 4" FLANGED D.I. SPOOL, P.E. WRAPPED — LENGTH AS REQUIRED. 02510.1 2 g 4" FLANGED 90' ELL, P.E. WRAPPED, PER STANDARD 614. 02510.1 1 10 4" MINIMUM DIAMETER D.I. FIRE DEPT. CONNECTION. 02510.1 1 APPROVED: CITY OF HUNTINGTON BEACH DEPARTMENT OF PUBLIC WORKS CITY ENGINEER 4" — 10" DOUBLE CHECK STANDARD PLAN DATE: 6/23/99 DETECTOR ASSEMBLY 618 I TOP OF ASPHALT PAVEMENT LLJ b m • 2 1 Of yy 5 ..• LLl Z • r. >Z W O � N W Q' W W U. uj VALVE BOX ASSEMBLY PER STD. PLAN 612 r 14 A.W.G. COPPER WIRE THRUST BLOCK PER WITH 12" LAP INSIDE COVER STD. PLAN 614 2 3 TAPPING VALVE PER STD. SPECIFICATION I d � 1 EXIST MAIN d d FLANGED OR GRIP TITE CONNECTION 4 d THRUST BLOCK PER STD 614 TAPPING TEE PER d _ STD. SPECIFICATION d 4 GENERAL NOTES 1) ALL NUTS AND BOLTS FOR GATE VALVES AND TAPPING TEE TO BE GRADE 316 STAINLESS STEEL ITEM DESCRIPTION SPECIFICATION CITY O RESILIENT SEAT GATE VALVE. FLG'0 02085.9 1 O2 VALVE BOX PER STD 612 1 3 TAPPING SLEEVE 02085.9 1 APPROVED: CITY OF HUNTINGTON BEACH DEPARTMENT OF PUBLIC WORKS CITY ENGINEER STANDARD PLAN DATE: 6/23/99 HOT TAP 619 NOZZLE TO BE I/4" STEEL CEMENT MORTAR LINED, CEMENT MORTAR COATED AWWA CLASS "E" FLANGE I „ 4" A k i/4• D A FULL WRAPPER DO NOT CUT OR REMOVE EXISTING COATING SPIRAL WRAPPING ON CONCRETE CYLINDER I/4° PIPE MORE THAN 0 TYP. NECESSARY. WELD END OF WRAPPING TO FULL WRAPPER FILL W/MORTAR FOR ORDER OF CONSTRUCTION SMOOTH TRANSITION Q SUBMIT SHOP DRAWINGS FOR APPROVA REMOVE EXISTING LINING © SECTION A-A WELD NOZZLE TO PIPE. ® NOTE: THIS IS NOT A TAP PIPE. HOT TAP FILL VOID WITH MORTAR FOR SMOOTH TAP SIZE D Q TRANSITION. 4" 511 DISINFECT AND 'PEST ALL MAINS PER 6" 6" ® SECTION 02516. 8" 63/4" 12" 7 I/2„ APPROVED. CITY OF HUNTINGTON BEACH DEPARTMENT OF PUBLIC WORKS CITY ENGINEER STANDARD PLAN DATE: 6 23 99 STANDARD TAP OF STEEL MAIN 620 FINISHED GRADE 6 6 1 4 4 / EXISTING OR PROPOSED 3 3 EXISTING OR PROPOSED WATER AWN WATER MAIN2' MIN OBSTRUCTION 2' YIN --k--- - CLEAR CLEAR _ _-- ".------ ------v 2 2 3 2 3 SEE SHEET 2 OF 2 FOR PUMP-OUT ASSEMBLY DETAIL PROFILE NOTE- TO BE USED UP TO 12` MAINLINE ONLY. LARGER PIPE SIZE REQUIRES SPECIAL DESIGN. __4 OBSTRUCTION ------- ------------- -------. v'------ -------------- ------.v i OBSTRUC71ON EXISTING PIPE MATERIAL ADAPTER TYPE ASBESTOS-CEMENT RT X FLANGE C-900 PVC GT X FLANGE PUMP-OUT ASSEMBLY RISER CAST IRON GT X FLANGE LOCATION AS APPROVED ON PLAN SEE SHEET 2 OF 2 FOR DETAIL DUCTILE IRON CT X FLANGE SIMPLEX SEE NOTE 11 PLAN NOTES: 1. THIS NOTE HEREIN REFERS TO THOSE NOTES AS SHOWN ON HUNTINGTON BEACH STANDARD PLANS IDOA. 1000, & tOOC. 2. ALL NEW PIPELINE MATERAL SHALL BE THE SAME NOMINAL SIZE AS THE EXISTING WATER MAIN. 3. ALL FASTENERS SMALL BE TYPE 316 STAINLESS STEEL4. THE ACCORDANCE _ 5. ALL TIE BARS TIRE USED IN THRUSTMBLY BLOCKS S E�LYEBE #4 ETYPE PPED IN 316 STAINLESS STEEL REINFORCINGCBAR05 T MIL. � EKED ENDS. 6. NO CUTTING OR MILLING OF ASBESTOS CEMENT PIPE/SHALL BE PERFORMED. FOR CONNECTIONS TO MEXISTIATING ASBESTOS CEMENT PIPE. REMOVE EXISTING ASBESTOS CEMENT PIPE TO NEAREST COUPLING AND CONNECT P.V.C. WITH CERTAINTEED PAD 3 ADAPTER. 7. THE WATER INSPECTION OFFICE SHALL BE CALLED FOR INSPECTION A MINIMUM OF TWO WORKING DAYS BEFORE START OF WORK AT 714 536-5598 OR (714) 375-5085. B. A PRE-CONSTRUCTION CONFERENCE OF REPRESENTATIVES FROM THE AFFECTED AGENCIES AND THE CONTRACTOR SHALL BE ARRANGED BY THE CONTRACTOR AND BE HEIR ON THE JOB SITE A MINIMUM OF 48 HOURS PRIOR TO START OF WORK. 9. ALL AWN LINE VALVES SHALL BE MAINTAINED SO AS TO BE ACCESSIBLE DURING CONSTRUCTION. 10. THE CONTRACTOR SMALL EXPOSE ALL PROPOSED POINTS OF CONNECTION TO THE EXISTING WATER MAIN FOR VERIFICATION OF HORIZONAL AND VERTICAL LOCATION BEFORE CONSTRUCTION BEGINS. 11. IF SIMPLEX PIPE IS ENCOUNTERED, ADAPTERS MUST BE APPROVED. IN WRITING, BY WATER DIVISION. REM DESCRIPTION OF MATERIAL OTY Ot CONSTRUCT FLANGED ADAPTER, SEE ABOVE TABLE FOR TYPE 2 O2 CONSTRUCT FLANGED CLASS 56 DUC 1LE IRON PIPE SPOOL PER STANDARD PLAN 606. LENGTH AS REOUIRED. USE INTEGRAL OR MACHINE TIGHTENED FLANGES PER AWWA C115-83, NO EXCEPTIONS. 5 3O CONSTRUCT DUCTILE IRON FLANGED 4V ELL WITH THRUST BLOCK PER STANDARD PLAN 614. .4 O4 CONSTRUCT FLANGED R.W. VALVE PER STANDARD PLANS S12 AND 614. 2 SO CONSTRUCT FLANGED DUCTILE IRON TEE WITH 4 INCH BRANCH PER STANDARD PLAN 614. 1 © TEST PLATE LOCATION FOR HYDROSTATIC TEST. 2 APPROVED. CITY OF HUNTINGTON BEACH -jj +� CITY ENGINEER DEPARTMENT OF PUBLIC WORKS STANDARD PLAN DATE: 6/23/99 INVERTED SIPHON ASSEMBLY 621 1 OF 2 12' 8 TYP FINISHED GRADE MANHOLE ASSEMBLY h' I SEE BELOW FOR DETAIL ;r 2 6 4 I ENCASE WITH TYPE A" CONCRETE. 5 1 3 MANHOLE FRAME AND COVER ALHAMBRA FOUNDRY A-1254 WITH 'WATER' ON COVER a I24' N TWO SIX INCH GRADE RINGS ASSOCIATED CONCRETE PRODUCTS ADJUST TO GRADE PER STANDARD PLAN 500. co CLASS 560—C-3250 CONCRETE FOUNDATION (TYPE IV CEMENT) REINFORCED WITH #4 REINFORCING BAR BENT INTO SQUARE (2 REQUIRED). NOTES: 1. THIS NOTE HEREIN REFERS TO THOSE NOTES AS SHOWN ON HUNTINGTON BEACH STANDARD PLANS 100A, 1008, R 100C. 2. ALL NEW PIPELINE MATERIAL SWILL BE THE SAME NOMINAL SIZE AS THE EXISTING WATER AWN. 3. ALL FASTENERS SHALL BE TYPE 318 STAINLESS STEEL 4. THE ENTIRE SIPHON ASSEMBLY SHALL BE POLYETHYLENE WRAPPED IN ACCORDANCE WITH AWWA C-105. 5. ALL TIE BARS USED IN THRUST BLOCKS SHALL BE /4 TYPE 316 STAINLESS STEEL REINFORCING BAR WITH STD. ACI HOOKED ENDS. 6. NO CUTTING OR MILLING OF ASBESTOS CEMENT PIPE SHALL BE PERFORMED. FOR CONNECTIONS TO EXISTING ASBESTOS CEMENT PIPE, REMOVE EXISTING ASBESTOS CEMENT PIPE TO NEAREST COUPLING AND CONNECT P.V.C. WITH CERTNNTEED PAD 3 ADAPTER. 7. THE WATER INSPECTION OFFICE SHALL BE CALLED FOR INSPECTION A MINIMUM OF TWO WORKING DAYS BEFORE START OF WORK AT (714) 536-5598 OR (714) 375-5085. S. A PRE-CONSTRUCTION CONFERENCE OF REPRESENTATIVES FROM THE AFFECTED AGENCIES AND THE CONTRACTOR SHALL BE ARRANGED BY THE CONTRACTOR AND BE HELD ON THE JOB SITE A MINIMUM OF 48 HOURS PRIOR TO START OF WORK. S. ALL MAIN LINE VALVES SHALL BE MAINTAINED SO AS TO BE ACCESSIBLE DURING CONSTRUCTION. 10. THE CONTRACTOR SHALL EXPOSE ALL PROPOSED POINTS OF CONNECTION TO THE EXISTING WATER MAIN FOR VERIFICATION OF HORIZONAL AND VERTICAL LOCATION BEFORE CONSTRUCTION BEGINS. 11. IF SIMPLEX PIPE IS ENCOUNTERED, ADAPTERS MUST BE APPROVED, IN WRITING, BY WATER DIVISION. REM DESCRIPTION OF MATERIAL OTY 1O CONSTRUCT MAINLINE SIZE X 4 INCH FLANGED DUCTILE IRON ECCENTRIC REDUCER PER STANDARD PLAN 614. 1 20 CONSTRUCT 4 1 H FLANGED R/W VALVE PER STANDARD PLANS 612 AND 614. 1 3O CONSTRUCT 4 INCH DUCTILE IRON 1 4O CONSTRUCT 4 INCH DUCTILE IRON LENGTH AS REQUIRED. 1 O CONSTRUCT 8 INCH DUCTILE IRON TEE WITH 4 INCH BRANCH. 1 © CONSTRUCT 8 INCH DUCTILE IRON, LENGTH AS REGUIRED. 1 7O CONSTRUCT 8 INCH DUCTILE IRON FLANGE WITH BLIND FLANGE 2 1 APPROVED: CITY OF HUNTINGTON BEACHAPO ��� CITY ENGINEER DEPARTMENT OF PUBLIC WORKS STANDARD PLAN DATE: 6/23/99 INVERTED SIPHON ASSEMBLY 621 20F2 3 4 5 2._0. 2 I&ur_-6�------- �--- -- EXISTING 8' C-900 (TYP) EXISTING PIPE MATERIAL ADAPTER TYPE ASBESTOS-CEMENT RT X FLANGE a-INSTALL 8' GT X FLO ADAPTER (2 REQUIRED) C-900 PVC GT X FLANGE 0-INSTALL8' FLG'D CLASS 53 DIP, LENGTH AS REQUIRED (4 REQUIRED). CAST IRON GT X FLANGE 30--INSTALL 8' Of FLG'D 45 PER STD PLAN 614 (4 REOUIRED) DUCTILE IRON I GT X FLANGE 4&-INSTALL 8' FLG'D CLASS 53 DIP PER STD PLAN WS (CENTERED OVER RCP). SIMPLEX SEE NOTE 11 a-CONSTRUCT 2'AIR-VAC ASSEMBLY PER STD PLAN 611. n------- PIPE--'�- -----.ia r------ I ------- II II - L`---------Z3---------U PLAN NOTES: 1. THIS NOTE HEREIN REFERS TO THOSE NOTES AS SHOWN ON HUNTINGTON BEACH STANDARD PLANS 100A, 1008, & 1000. 2. ALL NEW PIPELINE MATERIAL SHALL BE THE SAME NOMINAL SIZE AS THE EXISTING WATER AWN. 3. ALL FASTENERS SHALL BE TYPE 318 STAINLESS STEEL. 4. THE ENTIRE SIPHON ASSEMBLY SHALL BE POLYETHYLENE WRAPPED IN ACCORDANCE WITH AWWA C-105 (B MIL). 5. ALL TIE BARS USED IN THRUST BLOCKS SHALL BE /4 TYPE REINFORCING BAR WITH STD. ACI HOOKED ENDS PER STD 614. S. NO CUTTING OR MIWNG OF ASBESTOS CEMENT PIPE SWILL BE PERFORMED. FOR CONNECTIONS TO EXISTING ASBESTOS CEMENT PIPE, REMOVE EXISTING ASBESTOS CEMENT PIPE TO NEAREST COUPLING AND CONNECT P.V.C. WITH ADAPTER COUPLER. 7. THE WATER INSPECTION OFFICE SHALL BE CALLED FOR INSPECTION A MINIMUM OF TWO WORKING DAYS BEFORE START OF WORK A7 ((714)) 536-5598 OR (714) 375-5085. S. A PRE-CONSTRUCTION CONFERENCE OF REPRESENTATIVES FROM THE AFFECTED AGENCIES AND THE CONTRACTOR SHALL BE ARRANGED BY THE CONTRACTOR AND BE HELD ON THE JOB SITE A MINIMUM OF 48 HOURS PRIOR TO START OF WORK. 9. ALL MAIN LINE VALVES SHALL BE MAINTAINED SO AS TO BE ACCESSIBLE DURING CONSTRUCTION. 10. THE CONTRACTOR SHALL EXPOSE ALL PROPOSED POINTS OF CONNECTION TO THE EXISTING WATER MAIN FOR VERIFICATION OF HORIZONTAL AND VERTICAL LOCATION BEFORE CONSTRUCTION BEGINS. 11. IF SIMPLEX PIPE IS ENCOUNTERED, ADAPTERS MUST BE APPROVED, IN WRITING PER SUBMITTAL SECTION 01330, BY WATER DIVISION. ITEM DESCRIPTION OF MATERIAL SPECIFICATION OTY Ol CONSTRUCT FLANGED ADAPTER, SEE ABOVE TABLE FOR TYPE. 02088 2 O2 CONSTRUCT FLANGED CLASS 56 DUCTILE IRON PIPE SPOOL PER STANDARD PLAN 606. LENGTH A.R.. USE INTEGRAL OR MACHINE TIGHTENED 02510.1 5 FIANCES PER AWWA C115-83, NO EXCEPTIONS. 30 CONSTRUCT DUCTILE IRON FLANGED 45' ELL WITH THRUST BLOCK PER STANDARD PLAN 614. 02510.1 4 40 CONSTRUCT FLANGED R.W. VALVE PER STANDARD PLANS 612 AND 614. 02095.9 2 SO CONSTRUCT FLANGED DUCTILE IRON TEE WITH 4 INCH BRANCH PER STANDARD PLAN 614. 02510A 1 © TEST PLATE LOCATION FOR HYDROSTATIC TEST. 2 APPROVED: CITY OF HUNTINGTON BEACH He +� DEPARTMENT OF PUBLIC WORKS CITY ENGINEER STANDARD PLAN DATE: 6/23/99 SIPHON ASSEMBLY 621 A SCHEDULE STEEL GROUT PER STEEL CASING CASING SECTION 02445 FOR P.V.C. PIPE NOMINAL MINIMLIM MINIMUM SKIDS Q PIPE SIZE CASING SIZE WALL THICKNESS 6" 12" I.D. 3/8" o w PIPE G o � J xo a N W Q 8" 16" I.D. 3/8" w o � o N O N W 12" 20" I.D. 3/8" x o Q rn LIJ �- 14" AND LARGER SEE APPROVED CONSTRUCTION PLANS i PROVIDE SKIDS LENGTH OF PIPE, 3" SHORT OF BELL, BEVELED BOTH ENDS. 4 SKIDS PER LENGTH OF PIPE TO BE STRAPPED IN PLACE 3' FROM EACH END OF PIPE. NOTCH SKID TO SEAT STRAP. GENERAL NOTES I. CASING SHALL BE INSTALLED BY THE BORE, JACK AND/OR TUNNEL METHOD. 2. SIZE AND THICKNESS OF CASING SHALL BE AS SHOWN IN SCHEDULE. 3. ALL CASING SECTIONS SHALL BE JOINED BY CONTINUOUS WELD 4. SEAL PIPE ENDS WITH MFG CASING SEALS. 5. CARRIER PIPE SHALL BE CERTAINTEED YELOMINE OR APPROVED EQUAL WITH SPLINED JOINTS FOR THRUST RESTRAINT. APPROVED: CITY OF HUNTINGTON BEACH '*Ja +ff DEPARTMENT OF PUBLIC WORKS 10 CITY ENGINEER STANDARD PLAN DATE: 6/23/99 STEEL CASING PIPE 622 INSULATING BUSHING ONE SIZE LARGER THAN SERVICE EXTRA HEAVY COUPLING ONE SIZE LARGER THAN SERVICE SERVICE ASSEMBLY SEE NOTE 2 - CORPORATION STOP ® ® j SEE NOTE 2 SEE NOTE I vv SEE NOTE 3 i i ® DO NOT CUT OR REMOVE / SPIRAL WRAP ON PIPE IF ® PRESENT i / SEE NOTE I / MORTAR LINED AND i COATED STEEL MAIN (; OF MAIN NOTES: I. ALL LINING AND COATING DAMAGED OR REMOVED FOR INSTALLATION OF THE SERVICE TAP SHALL BE REPLACED TO ORIGINAL CONDITION UPON COMPLETION PER STD 09970. 2. REFER TO APPROPRIATE STANDARD PLAN NUMBER FOR WATER SERVICE ASSEMBLY DETAILS. r 3. 22VZO - 450 FOR SERVICE ASSEMBLY. 90° FOR AIR-VAC RELEASE ASSEMBLY. 4. SHUT DOWN PIPLINE BEFORE TAPPING. APPROVED: CITY OF HUNTINGTON BEACH +t DEPARTMENT OF PUBLIC WORKS CITY ENGINEER STANDARD PLAN DATE: 6/23/99 TAPPING STEEL PIPE ; 2 A ESM'T R/W (I' CLEAR DIST.) '!_gl GROUND SLOPE LINE - � Bo DIM. 2"� 1�1 rw \ V RIES \ - a Q \ w > m O \ F U B J 'L j N \ \ \r 11 c =III= 1111=II�III 11 111 CURB AND GUTTER = TO A ESM'T0" CLEAR DIST.) I 12,E TOP CURB �T—T I ` rs B4Reu'TVPO.C.d Y CLE1R .L$OES) ::1—q(:-T-,,-,p1pER R BOX AN 2-r4 1, �BaaS CONTINUOUS 2'-3" SECTION B-B NOTES: I.) IF WALL IS OVER 32" HIGH REFER TO BUILDING DEPARTMENT REQUIREMENT. 2.) PROVIDE WEEP HOLES ON BOTTOM COURSE @ 32" ON CENTER. 3.) CONCRETE IN FOOTING MINIMUM 2000 LBS @ 28 DAYS (420-C-2000). 4.) SOIL PRESSURE = 1000 LBS PER SQUARE FOOT. 5.) POUR FOOTING AGAINST UNDISTURBED SOIL. 6.) ALL CELLS SHALL BE FILLED WITH SOLID GROUT. 7.) MINIMUM 6" CONCRETE MASONRY BLOCK. APPROVED: CITY OF HUNTINGTON BEACH +� DEPARTMENT OF PUBLIC WORKS t CITY E G EER STANDARD PLAN DATE: 6 23 99 UTIILITY BOX IN SLOPE 624 REPLACE FULL PANEL FROM SCORE TO SCORE OR JOINT TO JOINT (PANEL SIZES MAY VARY) --- -—-—-—-—-—A ------------- ----- � o.I7' p BOX DIM f Cn VA IES (D O J w 4" w > ( TYP.) 0 ON 6" CURB AND GUTTER A 0 F F 2° R/W NOTE: NO SPLITTING PANELS (SEE GEN. NOTE 2) ;-II_ I UTILITY BOX 111=111 4" III I nl_nl_nl_111= IIL ...•.. :•,•. =.I b.:. .- :• 6 MIN. 4 (TYP.) O SECTION A-A NOTES: 1. #4 REBAR SHALL BE INSTALLED WHENEVER UTILITY BOX OCCUPIES MORE THAN 70 % OF SIDEWALK DIMENSION 'D'. 2. LOCATION OF UTILITY BOXES SHALL BE ADJACENT TO CURB UNLESS OTHERWISE APPROVED ON PLANS. BOX AND LOCATION SHALL BE DETAILED. PEDESTALS AND OTHER ABOVE GRADE OBJECTS SHALL BE SHOWN AND LOCATED BY DIMENSIONS TO THE NEAREST 0.1' . 3. SAW CUT OR REMOVE TO EXISTING JOINT OR SCORE LINE. 4. ALL UTILITY BOXES SHALL BE PLACED ON A COMPACTED 6" MIN. PEA GRAVEL OR CRUSHED 3/4 ROCK BEDDING. WATER METER BOXES EXCLUDED. SPECIAL PROVISIONS: 1. CONCRETE SIDEWALK SHALL BE A MIN. OF 5' IN WIDTH & BE SAW CUT PERPENDICULAR TO CURB FACE 8, REMOVED PENDING DISCRETION OF THE CITY INSPECTOR. GENERAL NOTES: I. UTILITY BOX PLACEMENT SHALL BE I' MINIMUM FROM THE SCORE OR JOINT, OR CENTERED WITHIN THE PANEL. 2. THE LIMITS OF SIDEWALK REMOVAL IS TO THE DISCRETION OF THE CITY INSPECTOR. 3. ALL USA ALERT MARKINGS SHALL BE REMOVED FROM WORKSITE UPON COMPLETION. APPROVED: CITY OF HUNTINGTON BEACH +� 6e—/� , DEPARTMENT OF PUBLIC WORKS Iola CITY ENGINEER STANDARD PLAN DATE: 6/23/99 UTILITY BOX DETAILS 625 i RULES AND REGULATIONS FOR THE USE OF RECLAIMED WATER Prepared for: ` CITY OF HUNTINGTON BEACH June1999 APPROVED: Robert E. Eichblatt City Engineer S Prepared by:. Orange County Water District I TABLE OF CONTENTS SECTION PAGE 1 GENERAL PROVISIONS 1-1 1.1 Specific Authority 1-1 1.2 Severability 1-1 1.3 Enforcement 1-1 1.4 Amendments 1-1 1.5 Federal, State, and Local Authority 1-1 1.6 Precedence 1-2 1.7 Service Area 1-2 1.8 Definitions 1-2 1.9 System Responsibility 1-5 1.10 Protection of Public Health 1-5 1.11 Authorized Uses 1-5 1.12 Approved Use Areas 1-6 1.13 Design Approval 1-6 1.14 Construction Inspection 1-6 1.15 Service Approval 1-6 1.16 Service Conditions 1-6 1.17 Rate and Fee Schedule 1-6 1.18 Liability 1-7 1.19 Liability 1-7 1.20 Surveillance 1-7 1.21 Specific Prohibitions 1-7 2 REQUIREMENTS FOR DESIGN AND OPERATION 2-1 2.1 Design Requirements 2-1 2.2 Operational Requirements 2-2 2.3 Submittals and Records 2-4 2.4 Cross-Connections Control Requirements 2-7 3 CONSTRUCTION REQUIREMENTS 3-1 3.1 General Conditions 3-1 3.2 Areas of Responsibility 3-1 3.3 Specific Requirements 3-1 3.4 Materials of Construction 3-2 3.5 Construction Notifications 3-3 3.6 Final Inspection and Testing 3-3 3.7 Posting and Identification 3-4 r 4 PROCEDURES FOR ADMINSTRATION 4-1 4.1 Obtaining Service 4-1 4.2 Conditions of Service 4-2 4.3 Reporting 4-3 4.4 Violations 4-4 4.5 Rate and Fee Schedule 4-5 0) 35256 I, SECTION 1 GENERAL PROVISIONS 1.1 SPECIFIC AUTHORITY These Regulations for reclaimed water use are promulgated by City of Huntington Beach Council Ordinance No. 1.2 SEVERABILITY If any section, subsection, clause or phrase of these Regulations is for any reason held to be invalid or unconstitutional, such decision shall not affect the remaining portions of these Regulations. The Council hereby declares that it would have approved said Regulations by section, subsection, sentence, clause * or phrases thereof irrespective of the fact that any one or more sections, subsections, sentences, clauses or phrases be declared invalid or unconstitutional. ' 1.3 ENFORCEMENT The City shall enforce these Regulations in all matters concerning the use of any reclaimed water and/or reclaimed water service. Each and every condition and requirement with respect to the use, connection, disconnection, reconnection, and/or discontinuance of reclaimed water and/or reclaimed water service provided by and set forth in these Regulations shall apply with equal force and effect to any person, persons, or firm, public or private. There shall be no deviation from these Regulations except upon authorization by the Water Operations Manager, who will act at all times within any and all Regulatory Agency constraints. An approved standard* appeals procedure shall be provided and action of the Council shall be final. 1.4 AMENDMENTS These Regulations may be amended by Council resolution at any regular or special meeting for cause determined by the Council or City staff and without the approval of any User or Owner. Moreover, any amendments so made are immediately incorporated by these Regulations and will be administered as such. Insofar as these Regulations are based upon portions of the California Code of Regulations, Title 17 and Title 22, any amendments to those documents are hereby also immediately incorporated by these Regulations. 1.5 FEDERAL, STATE AND LOCAL AUTHORITY Except as noted in Section 1.6 of these Regulations, all onsite facilities shall be designed to meet the standards of 1-1 all applicable Federal, State, and local governing codes, rules and regulations. 1.6 PRECEDENCE _These $egulations shall take precedence when requirements contained herein are more str-ingent than those specified in Federal, State or local ' governing codes, rules and regulations. 1.7 SERVICE AREA The Regulations set forth herein pertain to reclaimed water .service to lands and/or improvements lying within the legal boundaries of the City's service area unless otherwise stated. 1.8 DEFINITIONS Whenever the following terms, or pronouns used in their place, occur in these Regulations, or in any documents that these Regulations govern, the intent and. meaning shall be interpreted as follows: , Applicant - An Owner or his authorized representative who . applies for reclaimed.water service under the terms of these Regulations. An approved Applicant becomes a User. Air-Gap Separation - A.Physical separation between the free flowing discharge end of a water supply pipeline and an open or non-pressure receiving vessel. The separation shall be at least double the diameter of the supply pipe measured verti- cally above the overflow rim of the vessel, and in no case less than one inch. The design shall be to the satisfaction of the Water Resources Manager and the Regulatory Agencies. Approved Use - An application of reclaimed water in a manner, and for a purpose, designated in a User Agreement issued by the City and in compliance with any and all Regulatory Agency requirements. ' Approved Use Area - A site, with well-defined boundaries, designated in a User Agreement issued by the City to receive reclaimed water for an approved use and acknowledged by the Regulatory Agencies. Backflow Prevention Device - A specially designed and approved device, such as but not limited to the reduced pressure principle backf low prevention device and the double check valve assembly, that is used in protecting the potable water system from pollution or contamination that originates downstream of the device. This device shall be .-recognized and approved as such by the Water Operations Manager and the Regulatory Agencies. 1-2 City - The City of Huntington Beach, or an authorized agent. Construction -Use - An approved use of reclaimed water to support construction activities such as soil compaction and dust control. Council - The City Council for the City of Huntington Beach. cross-Connection - Any unprotected, actual or potential connection between any part of a. potable water system used to supply water for drinking purposes and any source or system containing water or . substance that is not or cannot be approved by the City as safe, wholesome and potable. By-pass arrangements, jumper connections, removable sections, swivel or changeover devices, or other devices through which backflow could occur, shall be considered to be cross- connections. Design Area - A site, with well-defined boundaries, proposed to receive reclaimed water for an approved use as delineated in an application for a User Agreement. Drawings - The plans, working drawings, detail drawings, profiles, typical cross sections and supplemental drawings or reproductions thereof, approved by the City, which show locations, character, .dimensions or details of the work. General Public - Any person or persons at large who may come in contact with facilities and/or areas where reclaimed water is approved for use. Irrigation Use - An approved use of reclaimed water for landscape, horticultural, or agricultural irrigation as defined for reclaimed water under Title 22 of the California Code of Regulations. Nonpotable Water - Water (including reclaimed water) which has not been approved by the Regulatory Agencies for human consumption. offsite - Designates or relates to all reclaimed water ' facilities upstream of the point of connection. onsite, - Designates or relates to all reclaimed water facilities downstream from the point of connection. operations Personnel - Any employee of a User, whether permanent or temporary, or any contracted worker whose regular or assigned work involves the supervision, operation or maintenance of equipment on any portion of onsite facilities. owner - Any holder of legal title, contract purchaser, or lessee under a lease with an unexpired term of more than one 1-3 (1) year, of property for which reclaimed water service has been requested or established. Point of Connection - The location where the offsite reclaimed water service line connects to the onsite system, which shall be taken as the downstream end of the city Is servide'-Meter. The City's meter will normally be set in a location that abuts a curb line or property line of the approved use area.. Ponding - Retention of reclaimed water on the surface of the ground or .other natural or man-made surface for a period of time following the cessation of an approved reclaimed water use activity such that a hazard or potential hazard to the public health results. Potable Water - Water which is approved for human consumption by the Regulatory Agencies. Potable Water System - Facilities that produce, convey and store potable water. Rate and Fee Schedule - The schedule of all rates, charges, fees and assessments to be made in connection with the use of reclaimed water served by the City, as approved or as amended by the Council. Reclaimed Water - Water which, as a result of treatment of wastewater, is suitable for a direct beneficial use or a controlled use that would not otherwise occur. Reclaimed Water System- The offsite facilities that produce, convey, store and supply nonpotable water. Record Drawings - Design drawings that have been marked to show all construction changes for a given project to the best of available knowledge. Regulations - "Rules and Regulations for the Use of ReQlaimed Water. " ' Regulatory Agencies - Those public agencies legally constituted to protect the public health and water quality such as, but not limited to: the California Department of Health Services, the Santa Ana Regional Water Quality Control Board and the Orange County Health Care Agency. Retrofit - To change or modify in part or whole the existing plumbing of an onsite potable water system in order to serve reclaimed water. Runoff - Flow of reclaimed water along the surface of the ground or other natural or man-made surface, including, but not limited to, pedestrian walkways, streets, playground surfaces and grassy slopes. 1-4 Service - The furnishing of reclaimed water to a User through a metered connection to the onsite facilities. User - Any person, persons or firm (includes any public utility, municipality or other_.public body or institution) issued a User Agreement by the City. The User and Owner may be one and the same. User Agreement - The "Reclaimed Water User Agreement" which is a contractual agreement between the User and City that establishes the conditions for reclaimed water service. Violation - Noncompliance with-any condition or conditions of these Regulations and/or a User Agreement by any person, action or occurrence, whether willfully or by accident. Water operations Manager - The Water Operations Manager of the City of Huntington Beach, or an authorized agent. 1.9 SYSTEM RESPONSIBILITY All offsite facilities are the responsibility of the City and shall be under the management and control of the City. Only the City and those authorized by * the City shall have any right to operate said system and/or property in any manner. The City shall be responsible for the operation of the offsite distribution system and for the surveillance of all Users. Others shall be responsible for the quality assessment of reclaimed water as it relates to compliance with requirements of the Regulatory Agencies. 1.10 PROTECTION OF PUBLIC HEALTH The City reserves the right to take any action with respect to the operation of the reclaimed water system and at such time as it deems proper to safeguard public health. The Regulatory Agencies have independent_ authority and responsibility to protect public health and may take action ' at such time as they deem it proper to safeguard public health. r 1.11 AUTHORIZED USES These Regulations address the application of reclaimed water for irrigation and construction use. Other proposed uses will be reviewed on a case-by-case basis by the City and the Regulatory Agencies. In all cases, the City's approval of any proposed use will be contingent upon the proposed use being acceptable to the Regulatory Agencies. Only those uses specified in the User Agreement are authorized uses. 1-5 1.12 APPROVED USE AREAS Reclaimed water may only be used in areas approved by the City. In all cases, the City's approval of any proposed use area will be contingent upon the proposed use area being acceptable to the Regulatory Agencies. Only those use areas specified in the User Agreement are authorized uses. 1.13 DESIGN APPROVAL Prior to the construction of onsite facilities that will use or receive reclaimed water, the design of such facilities must be approved by the City. Approval shall be obtained only through the procedure contained in these Regulations. Approval shall be contingent upon evidence that all applicable design requirements, including those contained within these Regulations, are satisfied. 1.14 CONSTRUCTION INSPECTION The City or its authorized agents shall inspect the construction of onsite facilities that wild. use or receive reclaimed water to verify that the facilities are constructed in conformance with the approved drawings and these Regulations. 1.15 SERVICE APPROVAL Before the City approves service for any facilities using reclaimed water the record drawings of the facilities as constructed must be approved, and the system must have passed tests for cross-connections and proper operation under design conditions. 1.16 SERVICE CONDITIONS The City reserves the right to control and schedule the -use of reclaimed water, if in the opinion of the Water Resources Manager, control and scheduling are necessary to maintain acceptable working conditions in the offsite reclaimed water system. These and other service conditions contained in the Regulations will be administered by the City at its discretion. 1.17 RATE AND FEE SCHEDULE All rates and fees regarding reclaimed water service and their respective administrative provisions shall be fixed and established by the. Council. The most current rate and fee schedule so established is hereby incorporated into these Regulations. 1-6 1.18 LIABILITY The City assumes no responsibility for the maintenance and operation of any onsite reclaimed water system. The Owner assumes all liability and responsibility of every other kind to the. end that the City shall be kept whole and blameless at all- times in any claim resulting from. matters involving quantities, : quality, time or occasion bf. -delivery, or any other phase of the maintenance, operation and service of the Owner's onsite facilities. 1.19 SURVEILLANCE It is the responsibility of the User to provide surveillance and supervision of his onsite facilities in a manner that assures compliance at all times with these Regulations. An Onsite Supervisor shall be designated by the User and approved by the City. It is the responsibility of the City to provide surveillance and supervision of the offsite facilities in a manner that assures compliance at all times with these Regulations. Moreover, the City. shall inspect on a regular basis the onsite systems and their operations for conformance with these Regulations. 1.20 CONTINGENCY RESERVATIONS If real or potential hazards are evidenced at any time during. the construction or operation of an onsite reclaimed water system, the City reserves the right and has the authority to terminate reclaimed water service without notice to the User in the interest of protecting public health. 1.21 SPECIFIC PROHIBITIONS The following conditions are specifically prohibited. Should they occur. reclaimed water service can be terminated in accordance with Section 1.20. 1.21. 1 Runoff Conditions Conditions that directly or indirectly cause reclaimed water to runoff outside of the approved use area, whether by design, construction practice, or system operation, are strictly prohibited. 1. 21. 2 Ponding Conditions Conditions that directly or indirectly cause reclaimed water to pond outside of or within the approved use area whether by design, construction practice or system operation, are strictly prohibited. 1.21.3 Unapproved Uses 1-7 Use of reclaimed water for any purposes other than those explicitly approved in the currently effective User ,Agreement is strictly prohibited. 1.21.4 Disposal in Unapproved Areas Disposal of reclaimed water for any purposes, including approved uses, in areas other than those explicitly approved in the currently effective User Agreement is strictly prohibited. 1.21.5 Cross-Connections Cross-connections between the reclaimed water system and the potable water system, whether by design, construction practice, or system operation, are strictly prohibited. 1.21.6 Unprotected Drinking .Fountains Any and all drinking fountains located within the approved use area designated ins the currently effective User Agreement shall be; protected from contact with reclaimed water, whether by windblown spray or by direct application through irrigation or other approved use. Lack of such protection, whether by design, construction practice, or system operation, is strictly prohibited. 1.21.7 Hose Bibs Use or installation of hose bibs on any onsite system that presently operates or is designed to operate with reclaimed water, regardless of the hose bib construction or identification, is strictly prohibited. 1.21.8 Fire Hydrants Use or installation of fire hydrants on any onsite system that presently operates or is designed to operate with reclaimed water, regardless of the fire hydrant construction or identification, is strictly prohibited. 1. 21. 9 Irrigation or Impoundment of Reclaimed Water Near Wells There shall be no irrigation or impoundment of reclaimed water within 500 feet of any well used for potable supply or 100 feet of any irrigation well unless it can be demonstrated to the satisfaction of the City and the Regulatory Agencies that special circumstances iustify lesser distances to be acceptable. 1-8 SECTION 2 REQUIREXENTS FOR DESIGN AND OPERATION 2.1 DESIGN REQUIREMENTS Design of, : onsite reclaimed water systems shall be in conformance with the applicable portions of the City's Standard Specifications except as herein modified. 2.1. 1 Design Responsibility The Owner shall be responsible for the design of an onsite reclaimed water system. The preparation of drawincts and construction specifications, shall be carried out by persons or firms acceptable to the City. 2.1.2 Point of Connection for Service The City will establish the point of connection for all reclaimed water services. , User shall be responsible for extending the onsite service line to the established point of connection. 2.1.3 Piping All onsite piping used in conveying reclaimed water shall be of adequate size and structural integrity to ensure that leaks or ruptures will not occur. Lines crossing roadways or other areas receiving regular vehicular traffic must be buried to a depth of at least 24 inches and sleeved. Rigid pipe able to withstand the planned vehicle loads shall be employed for such installations. 2.1.4 Irrigation System Layout All irrigation systems shall be designed to prevent discharge onto areas that are not approved for use. Part-circle sprinklers shall be used adjacent to roadways and boundary lines to confine the discharge from the irrigation system to the design area. 2.1.5 Storage Facilities onsite storage tanks used in storing reclaimed water shall be of adequate design and structural integrity to ensure that leaks or ruptures will not occur in the course of normal use. All storage tanks that are less than eight feet in elevation above ground level shall be contained within a fence or other enclosure that will restrict access by the General Public to these 2-1 facilities at all times. Outlet control with positive shut-off shall be provided at each storage facility. 2.1.6 Distribution Vehicles Vehicles used for distributing reclaimed water for soil compaction and .dust.. cpntrol shall be provided with , an adequate tank and plumbing systems to ensure that leaks and ruptures will not occur in the course of normal use. Control valves shall be provided such that reclaimed water can be applied in a controlled i fashion on the approved use area and completely retained during transit to all other areas. Spray heads or nozzles shall be provided and configured in such a way that the reclaimed water is uniformly applied and runoff, ponding or windblown spray conditions prevented. Each tank shall be equipped with an approved air-gap separation. 2.1.7 Temporary Connections to Potable Water System In those areas where reclaimed 'water is not immediately available for use and an approved onsite reclaimed water system has been constructed, a temporary connection to the City's potable water system may be allowed with written approval from the City. only the City shall perform the work of making any connections to the potable water system. All temporary connections to the City's potable water system shall conform with all requirements specified within the City's cross-connection control rules and regulations. At the time when the City determines that reclaimed water is available, the City shall notify any user with a temporary connection of the availability of reclaimed water and schedule a mutually acceptable time for making the conversion to reclaimed water. Point of connection to the offsite facilities will be established by the City. 2.2 1OPERATIONAL REQUIREMENTS 2 .2. 1 .Supervision The operation and surveillance of onsite systems shall be under the management of the Onsite Supervisor designated by the User and approved by the City. This Supervisor or his representative shall be available during normal working hours at an address listed with the City for the purpose of hosting an inspection tour or for discussing operational aspects of the system. The Onsite Supervisor or his representative shall be available via telephone at a number listed with the City for emergency off-hours contact. 2-2 2.2.2 Personnel Training It shall be the responsibility of the User to ensure that all Operations Personnel are trained in and familiarized with the use of reclaimed water, and are familiar with these Regulations and the requirements of the Regulatory Agencies.— The User shall attest by way of the User Agreement that such training shall be provided. A cony of these Regulations shall ' be maintained at the User's site at all times. 2.2.3 onsite Information The User shall be responsible for furnishing the Operations Personnel system operating instructions, maintenance instructions, and record drawings to ensure proper operation in accordance with system design and these Regulations. At least one complete set of this information shall be kept onsite or in the nearest field office or maintenance building established by the User. The User retains the responsibility of properly disseminating this information to all appropriate Operations Personnel. 2.2 . 4 Onsite Inspection Inspection of the onsite system may be made at any time without prior notice by the City, those authorized by the City and various Regulatory Agencies. The User, and Operations Personnel are obligated to cooperate with those making the inspection and to assist in the performance of operational tests as requested. 2.2 .5 Confinement of Irrigation The onsite irrigation system shall be operated to prevent. discharge onto areas which are not approved for use. Overspray resulting from attempts to reach' remote portions of the approved use area shall not be practiced. This situation shall be rectified by appropriate design corrections to the system layout. r 2 . 2 . 6 Periods of Irrigation The operation of the irrigation system shall be during periods of minimal use of the approved use area by the General Public. Such periods of operation shall remain within any general period of reclaimed water irrigation operation specified by the City. The City shall have authority to schedule the use of reclaimed water for each User. 2-3 2.2.7 Construction Use Reclaimed water used for the purpose of soil compaction and dust control shall not be stored or applied in a manner which causes runoff or ponding. If such conditions occur, the method of application shall be altered to..correct them and prevent any and all , further runoff or ponding. - Control valves on the water distribution vehicles and other controlling devices shall be properly employed to prevent the application of reclaimed water outside the approved use area onto surfaces including, but not limited to, street pavements, sidewalks and drainage courses. 2.2.8 Maintenance A preventative maintenance program designed to ensure the continued operation of all system elements within the requirements of these Regulations shall be evidenced by the User and open to inspection by the City. 2.3 SUBMITTALS AND RECORDS Proposals to construct a new onsite reclaimed water system or to retrofit an existing potable or nonpotable system to serve reclaimed water shall satisfy the following minimum requirements. Applicants that propose to use reclaimed water for industrial applications or for other special uses may be required to supply additional information on a case-by-case basis. 2 . 3 . 1 Preliminary Investigation The Applicant shall meet with the City at the earliest possible date to determine whether the design area is within the City's service area. At this time, the availability of reclaimed water and the proximity of the site to the offsite reclaimed water system will be reviewed. Feasibility acceptance must be obtained prior to making formal application for reclaimed water service. 2 . 3 .2 Comprehensive Investigation (Retrofitting Only) Upon accepting an application for reclaimed water service that involves retrofitting, the City may conduct a comprehensive investigation of the existing onsite facilities. The Applicant shall cooperate with the City in its efforts to obtain information, review existing documents, and inspect the onsite facilities. 2-4 2.3.3 System Design Documents The following information shall be submitted * and approved by the City prior to the commencing of any construction: Drawings and specifications - The City shall specify the number of drawings and specifications for construction of the onsite system that are to be submitted to the City for review and approval. As part of this submittal, a construction cost estimate for the subject facilities shall be provided. Meter Criteria - The following information shall be provided, both on the drawings and as a separate cost submittal: a. Existing meter sizes (inches) . b. Proposed reclaimed water meter size (inches) . C. Gross area to be served through the reclaimed water meter (square feet or acres,) . d. Peak flow through the reclaimed water meter (gpm along with .supporting calculations. e. Estimate of the yearly water requirement through the reclaimed water meter (acre feet) . f. Time of day when reclaimed water would normally be taken. Dimensioning - All dimensions shall be taken from two permanent points of reference such as buildings, monuments, sidewalks, curbs or pavements. Criteria - A legend showing the pertinent data for the materials used in the system shall be recorded on the drawings. The legend shall include a schedule listing pipe-sizes and materials of construction, valve types, and sprinkler heads. Call-Outs - Backflow prevention devices, all potable water lines, exterior drinking fountains and other public facilities in the design area shall be shown and called out on the drawings. If no backf low prevention devices, potable water lines, exterior drinking fountains or other public facilities are present in the design area, then it shall be specifically stated on the drawings that none exists. Standard Notes - Standard notes that are to be listed on the drawings are as follows: 2-5 a. The design and installation of the onsite reclaimed irrigation system shall conform to "Rules and Regulations for the Use of Reclaimed Water" of the City of Huntington Beach. b. Water meter and meter box as shown on the plan are existing. c. The Water Operations Manager's office of the City of Huntington Beach shall be notified 48 hours prior to the start of any construction. d. Record drawings shall be submitted and approved by the City before regular service is started. e. All remote control valves, gate valves and pressure relief valves shall be installed in suitable valve boxes, complete with locking and hinged covers. Each shall be marked with "RW" to indicate the use of reclaimed water. The station number for control valves shall be stenciled in white on a purple valve cover. It shall be the responsibility of the Applicant to submit the drawings and specifications as approved by the City to any.. agency having jurisdiction over such projects for their review, and to obtain all required permits. 2.3.4 Record Drawings Record drawings shall be submitted by the Applicant and approved by the City before a request for regular service is made. The following shall apply: Record Drawings - All changes in the work constituting departures from the original design drawings, including changes in both pressure and gravity lines, shall be accurately recorded on one set reproducible of design drawings, which then shall become the record drawings. The changes and dimensions shall be recorded in a legible and workmanlike manner to the satisfaction of the City. One complete set shall be maintained onsite at all times. Specific Call-Outs - The locations and depths of the following items shall be shown: a. Points of connection. b. Points of line severing. c. Routing of sprinkler pressure lines. d. Gate valves. 2-6 e. Sprinkler control valves. f. Quick coupling valves. g. Routing of control wires. h. Control stations. i. Backf low prevention devices, including type of device. 2.4 CROSS-CONNECTION CONTROL REQUIREMENTS The following requirements apply to all User sites where reclaimed water is stored, conveyed or applied in any manner. 2 .4.1 Protection at Potable Water Service Connection An approved air-gap separation shall be recruired on the User's potable water line at a location that is as close as practical to the service connection with the City's potable water system. An approved reduced pressure principle backflow prevention device may be provided in lieu of an air gan separation if approved by the City and the Regulatory Agencies. 2 .4. 2 Protection Within Onsite Potable Water System Approved backflow prevention devices, as reguired by the Reculatory Agencies. shall be installed by the User at specified locations in the User's onsite notable water system. 2 .4 .3 Inspection of Onsite Facilities The City or Regulatory Agencies may, at their discretion, require an inspection of the User's onsite facilities for cross-connection hazards. User shall cooperate with the City or Regulatory Agencies in requests for information. 2 .4 . 4 City' s Cross-Connection Control Rules and Regulations � In addition to the requirements contained in sections 2.4. 1 through 2.4.3 , all recuirements specified in the City's cross-connection control rules and regulations .shall be adhered to by the User at the User's expense. 2-7 SECTION 3 CONSTRUCTION REQUIREMENTS 3.1 GENERAL REQUIREMENTS Construction of onsite reclaimed water systems shall be in conformance with the applicable. portions of the Cityls Standard Specifications except as herein modified. 3.2 AREAS OF RESPONSIBILITY The offsite reclaimed water service line, meter and all appurtenances upstream of the established point of connection may be furnished by others. The responsibility for providing a backflow prevention device at the potable water service connection shall be determined .by the City at the time an application for reclaimed water is filed. The Applicant shall be responsible for constructing and maintaining all onsite reclaimed water facilities downstream of the established point of connection, and for testing and maintaining all backflow prevention devices: 3.3 SPECIFIC REQUIREMENTS 3 .3 . 1 Connections to Existing City Facilities The Applicant shall not make a connection to existing City facilities or interrupt reclaimed water service in any portion of the City unless it has been approved by the City. If it becomes necessary to interrupt service to an existing system, this interruption shall be done at a time determined by the City, under the Citv's direction and inspection. 3.3.2 Inspection Authority The City, those authorized by the City, and various Regulatory Agencies shall at all times have access to the work site during construction, and shall be provided with whatever information is requested regarding the progress, workmanship and character of materials used in the work. The City shall have the authority to suspend the work wholly or in part for such time as it may deem necessary due to failure on the part of the Applicant to carry out a City directive or any provision of the approved drawings and specifications. The Applicant shall immediately comply with the written order of the City to suspend the work wholly or in part. The work shall be resumed when methods or defective, work are corrected and approved in writing by the City. Reclaimed water service may be denied if an Applicant fails to comply with a City order. 3-1 3.4 MATERIALS OF CONSTRUCTION 3.4.1 Valves Quick coupling valves shall conform to the following: Rating - Quick coupling valves shall be 3/4-inch or one-inch nominal size with brass construction and a normal working pressure of 150 psi. Rey - All quick coupling valves. shall be operated with a special coupler key with an Acme thread for opening and closing the valve. This provision may be modified by the City in those cases where an existing onsite potable water system is currently equipped with quick coupling valves that are operated with* an Acme threaded key. Identification - All quick coupling valves shall be tagged to identify it as such. All tagging shall be to the satisfaction of the City and Regulatory Agencies. Cover - The cover shall be permanently attached to the quick coupling valve. It shall be of rubber or vinyl construction and purple in color. All reclaimed water valves shall be in serviceable condition and free from leaks and structural faults. All underground gate valves three inches and smaller .may be furnished with either operating nuts or handwheels. 3 .4 . 2 Valve Boxes All remote control valves, gate valves and pressure relief valves shall be installed in suitable valve boxes, complete with locking and hinged cover as approved by the City. Each shall be marked with "RW" to indicate the use of reclaimed water. Station numbers for control valves shall be stenciled in white on a purple valve cover. 3.4. 3a Piping All reclaimed water piping shall be in serviceable condition and free from leaks and structural faults. All joints shall be structurally sound and free from leaks. 3.4. 4 Storage Tanks All storage tanks used for reclaimed water, whether fixed or mounted on distribution vehicles, shall be structurally sound and free from leaks. 3-2 3.5 CONSTRUCTION NOTIFICATION The Applicant shall give the City at least 48 hours notice before starting the onsite reclaimed water system construction work. 3.6 FINAL INSPECTION AND TESTING 3 .6.1 Final Inspection Following completion of all construction work and upon receiving City approval of record drawings, the Applicant shall request final inspection of the work. This request shall include the scheduling of a cross- connection control test -and an operational test. The tests shall be scheduled in coordination with the City and representatives of. the various Regulatory. Agencies. 3 . 6. 1.1 Cross-Connection Control Testing A cross-connection control test shall be conducted on both the onsite potable water and reclaimed water systems. The test shall be conducted 'as follows: a. The activated .and pressurized reclaimed water system shall be shut down at or near the point of connection. After shutting the reclaimed water system down, all outlets of the reclaimed water system shall be opened. Flow from any reclaimed water system outlet shall be deemed to indicate a cross-connection condition. (Note: Initial flows that result from the system's depressurization can - be ignored for purposes of this test. ) After testing the reclaimed water system, the potable water system shall be tested by opening all potable water outlets. A no-flow result from any potable water outlet shall be deemed to indicate a cross-connection condition. * . b. The activated and pressurized potable water system ' shall be shut down at or near the point of connection. After shutting the potable water system down, all outlets of the potable water system shall be opened. Flow from any potable water outlet shall be deemed to indicate a cross- connection condition. (Note: Initial flows that result from the system's depressurization can be ignored for purposes of this test. ) After testing the potable water system, the reclaimed water system shall be tested by opening all reclaimed water outlets. A no-flow result from any reclaimed water outlet shall be deemed to indicate a cross-connection condition. 3-3 -3.6.1.2 Operational Testing Prior to final acceptance by the City, all onsite reclaimed water . systems shall be required to successfully pass an operational test. Any required corrections shall be noted and submitted to the Applicant by the City: Regular service start-up shall not be authorized until all corrections are made to the satisfaction of the City. 3.7 POSTING AND IDENTIFICATION 3 .7.1 Posting of Approved Use Areas Posting of all reclaimed water user sites shall be in conformance with guidelines as established by . the Regulatory Agencies. The required posting shall bear the words "DO NOT DRINK. - RECLAIMED WATER USED FOR (specify the use) " (e.q. , "IRRIGATION" in the case of an irrigation site) with white letters at least two inches high on a purple background. ' Other wordings may be used with approval of the City and the Regulatory Agencies. 3 .7. 2 Reclaimed Water Pipe Identification 3 .7.2 . 1 Buried Reclaimed Water Pipe The following pipe identification requirements and options shall be applied to all new reclaimed water systems that are to be constructed, and to retrofitted reclaimed water systems whenever buried pipe is replaced. Purple Pipe - All such piping shall be purple with black or white stenciling. The stenciling shall appear on both sides of the pipe with the marking "CAUTION - RECLAIMED WATER" in 5/8-inch letters repeated every 12 inches. j Warning Tape - As approved by the City on a case- by-case basis, an alternative to purple pipe is the placement of warning tape directly on top of the pipe. It shall be a plastic purple tape with black or white lettering stating "CAUTION - RECLAIMED WATER." It shall be attached to the top of the pipe with plastic tape and banded to the pipe at least once every five feet. The tape shall be at least equal to the diameter of the pipe but not less than 3-inches in width. If materials and/or warning tape are not available, other identification methods may be approved by the City. 3-4 3 .7.2.2 Above Ground Reclaimed Water Pip;-- The following identification requirements shall be applied to all reclaimed water systems. Purple Pipe - All such piping, including adapters and fittings, . shall be purple in color. Black or white stenciling-shall-.appear on both sides of the pipe with the marking "CAUTION - RECLAIMED WATER" in 5/8-inch letters repeated every 3 feet. The City must review and approve any proposal that calls for above ground reclaimed water pipe to be painted as a means for complying with the color requirement. Other proposed methods for identifying above ground must be reviewed and approved by the City on a case-by-case basis. 3.7.3 Valve Identification All gate valves, manual control valves, electrical control valves and pressure-relief valves installed below grade shall be housed in a valve box with a purple locking cover. All such valves installed above grade shall have their handles, operators and/or bodies painted purple. 3.7. 4 Storage Tank Identification Each and every storage tank shall be identified by a painted label as using reclaimed water. The label shall contain the words "DO NOT DRINK - RECLAIMED WATER" with white letters at least two inches high on a purple background. In addition, at least one sign shall be posted on the fence surrounding each storage tank. The label and sign shall be so placed that they can be readily seen by all Operations Personnel utilizing the facilities. 3 .7.5 Vehicle Identification Each and every . distribution vehicle shall be ` identified by painted labels or signs as using reclaimed water. The label shall contain the words "DO NOT DRINK - RECLAIMED WATER" with white letters on a purple background. The label shall be placed on the driver's side of the vehicle on the tank at a spot close to the cab. The labels or signs shall be so placed that they can be readily seen by all Operations Personnel utilizing the vehicles. 3-5 SECTION 4 PROCEDURES FOR ADMINISTRATION . 4.1 OBTAINING SERVICE The following interactions between the City and the Applicant are required for the administration of a reclaimed water service. 4.1.1 Application Submittal An application form for reclaimed water service, as supplied by the City, shall be completed and signed by the Applicant, who may be the Owner or authorized representative. The application shall request information concerning the Applicant's relationship to the subject property as legal owner, tenant, or lessee; the type of reclaimed water use being proposed; the address and a description of the property to be served; purpose for which the property is to be used; and total area to be served . per this application. The application may also list any special conditions for service pursuant to these Regulations. Certain . technical information, derived from the design and peculiar to the type of reclaimed water use, may also be requested. The application form shall be accompanied by a service exhibit. This exhibit shall be a sketch delineating the subject design area, identifying the location and size of all service connections, delineating areas in which reclaimed water service is to be applied or excluded, and showing the nearest major street(s) . 4.1. 2. City Evaluation Upon receipt of an application, the Water Resources Manager shall review the application and make such investigation relating thereto as he deems necessary. , The Water Resources Manager may prescribe specific requirements in writing to the Applicant as to the design of the facilities, the manner of construction, ' the method of operation, and the conditions of service. An evaluation shall be performed which will establish that all information obtained on the form is consistent with these Regulations and the requirements of the Regulatory Agencies. 4.1.3 Issuing of User Agreement A User Agreement issued by the City and signed by the Applicant shall constitute a legally binding service agreement. In its administration, a User Agreement 4-1 hereby incorporates these Regulations and any additional requirements prescribed by the City to ensure continued operation of the reclaimed water. system and to protect the public's health. 4.1.4 Service Turn-on Following final inspection, testing and approval of the project by the City the Applicant shall request in writing regular`_ service turn-on. City turn-on procedures for the reclaimed water service shall be the same as established for the potable water system. 4.2 CONDITIONS OF SERVICE The City reserves the right to revoke a User Agreement if all or any of the service conditions contained herein are not complied with at all times. 4 .2. 1 Regulatory Conditions Service to a User may be terminated ,at any time the quality of the reclaimed water does not comply with the requirements of Regulatory Agencies or at any time the User's operations do not conform to these Regulations. 4.2 .2 Financial Conditions Conditions relating to fees and billings shall be the same as established for the potable water system. Rates and fees for reclaimed water use shall be as established by the Council. 4.2. 3 Operational Conditions 4 . 2.3 . 1 Liability The City shall not be liable for any damage caused .by any onsite facilities. 4.2 . 3 .2 Service Scheduling In order to maintain acceptable working conditions throughout the reclaimed water distribution system, the City may schedule the use of reclaimed water. Such scheduling may involve programming deliveries to different Users and/or to various portions of a single User's onsite system. Any scheduling shall take into account the constraints of Regulatory Agencies, the requirements of these Regulations, and the operating constraints of affected Users. 4-2