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Home My WebLink AboutContract Documents and Specifications for Central City Park �'i1�EC ZFZCATZ�JN�i CITY OF HUNTINGTON BEACH CONTRACT DOCUMENTS AND SPECIFICATIONS FOR CENTRAL CITY PARK HUD PROJECT PHASE I NO. CALIF. OSD-464 PHASE II NO. OSA-CA-09-16-1006 (D) HUNTINGTON BEACH, CALIFORNIA Prepared by ECKBO, DEAN, AUSTIN & WILLIAMS 7440 NORTH FIGUEROA STREET LOS ANGELES, CALIFORNIA CITY OF HUNTINGTON BEACH CONTRACT DOCUMENTS AND SPECIFICATIONS FOR CENTRAL CITY PARK (HUD PROJECT - PHASE I NO. CALIF . OSD-464 PHASE II NO . OSA-CA-09-16-1006 ( D) HUNTINGTON BEACH , CALIFORNIA FEBRUARY 22 , 1972 Eckbo , Dean , Austin & Williams 7440 North Figueroa Street Los Angeles , California Specification Approval : Director of Public Works Director of Recreation and Parks City Administrators Office _ Architect Electrical Engineer H . U . D. Representative i Landscape Architect r ADDENDUM NO . 1 TO THE DRAWINGS AND SPECIFICATIONS CENTRAL CITY PARK ( HUD PROJECT NO . CALIF-05A-375 ( G) HUNTINGTON BEACH , CALIFORNIA Prepared By : ECKBO , DEAN , AUSTIN & WILLIAMS 7440 NORTH FIGUEROA STREET LOS ANGELES , CALIFORNIA 90041 February 1 , 1972 The following clarifications , additions , deletions , and/or modifications to the above referenced drawings and specifications shall be , by this reference , incorporated therein : I . SPECIFICATIONS : Make the changes listed hereunder to the Contract Specifi - cations . A. The General Requirements of the City of Huntington Beach , California : Paragraph 5-J Lines and Grades , change "All distances and measurements . . . . . . . lines as he may require . " to "Contractor shall provide all engineering and staking for the project . See Special Conditions and Grading Spe- cifications . " TABLE OF CONTENTS Table of Contents 1 -2 Exhibit I - U . S . Department of Housing and Urban 1 -69 Development Contract Documents Division I - General Provisions Section lA - General Conditions HUD 4238-S 1 -17 Section 1B - Supplemental General Conditions HUD 4238-N 1 -3 Section 1C - General Requirements 1 -21 Section 1D - Special Conditions 1 -15 Section lE - Temporary Facilities 1 -2 Section 1F - Clean-Up and Disposal 1 -2 Divisions 2 through 16 - Special Provisions Division 2 - Site Work Section 2A - Demolition and Site Clearance 1 -3 Section 2B - Grading 1 -4 Section 2C - Storm Water Drainage See Division 17 Section 2D - Sanitary Sewer " " " Section 2E - Irrigation and Domestic Water System 1 -26 Section 2F - General Requirements for Paving 1 -4 Section 2G - Aggregate Base for Walkways 1 -2 Section 2H - Asphalt Concrete Pavement for Walkways 1 -4 Section 2I - Striping and Parking Appurtenances 1 -2 Section 2J - Chain Link Fence 1 -4 Section 2K - Landscape Furniture and Signs 1 -2 Section 2L - Planting 1 -16 Division 3 - Concrete Section 3A - Concrete 1 -10 Division 4 Masonry Section 4A - Brick and Block Masonry 1 -4 Section 4B - Landscape Masonry 1 -4 Division 5 - Metals Section 5A - Structural Steel and Miscellaneous Metal 1 -4 Section 5B - Metal Decking 1 -4 Division 6 - Carpentry Section 6A - Carpentry , Millwork and Insulation 1 -4 - 1 - Division 7 - Moisture Protection Section 7A - Membranes - Roofing and Waterproofing 1 -3 Section 7B - Sheet Metal 1 -2 Section 7C - Caulking 1 -2 Division 8 - Doors , Windows and Glass Section 8A - Hollow Metal Door Frames 1 Section 8B - Glass , Glazing and Window Wall 1 -4 Division 9 - Finishes Section 9A - Lathing and Plastering 1 -3 Section 9B - Ceramic Tile 1 -2 Section 9C - Painting 1 -5 Section 9D - Resilient Flooring 1 Division 10 - Specialities Section 10A - Finish Hardware 1 -3 Section 10B - Toilet Partitions 1 -2 Section IOC - Toilet Room Accessories 1 -2 Section 10D - Miscellaneous Specialties 1 Division 11 - Equipment ( NOT REQUIRED) Division 12 - Furnishing (NOT REQUIRED) Division 13 - Special Construction ( NOT REQUIRED) Division 14 - Conveying System (NOT REQUIRED) Division 15 - Mechanical Section 15A - Plumbing 1 -17 Section 15B - Heating , Ventilating and Air Conditioning 1 -13 Division 16 - Electrical Section 16A - Electrical Work 1 -17 Division 17 - Public Works Improvements Section 17A - Special Requirements 1 -3 Section 17B - Existing Facilities 1 -4 Section 17C - Sanitary Sewer System 1 -9 Section 17D - Storm Drain Facilities 1 -8 Section 17E - Private Oil Line Relocation 1 -11 Section 17F - Highway Improvements 1 -6 Section 17G - General Phasing , Traffic Control , and 1 -4 Guarantee Requirements - 2 - U . S. Department of Housing and Urban Development Water and Sewer Facilities Grant Program CONTRACT DOCUMENTS The Contract Documents for projects under the Water and Sewer Fa- cilities Grant Program consist of the following in the order listed : 1 . Index 2 . Advertisement for Bids HUD-4238-A 3 . Information for Bidders HUD-4238-B 4 . Special Notice to Bidders 5 . Wage Rates 6 . Contractor ' s Qualifications Statement 7 . Bid Form for Lump Sum Contract HUD-4238-C 8. Proposal - Sub-Contractor Listing 9 . Instructions for Contractors ( Equal HUD-907-7-67 Employment Opportunity) 10 . Equal Opportunity Report 11 . Certification by Bidder HUD-4238-CD-1 12 . Certification by Proposed Subcontractor HUD-4238-CD-2 13. Bid Bond HUD-4238-E 14. Contract HUD-4238-F 15. Performance and Payment Bonds : Performance Bond and HUD-4238-H Payment Bond HUD-4238- I 16 . Labor and Materials Bond 17 . Certificate of Owner ' s Attorney HUD-4238-d 18. General Conditions HUD-4238-S 19 . Supplemental General Conditions HUD-4238-N 20 . Special Provisions 21 . Drawings U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT HUD-4238-A (5-66) ADVERTISEMENT FOR BIDS Project No. (Owner) Separate sealed bids for for will be received by at the office of until o'clock (A.M. — P.M., —_ S.T . D.S X.), , 19_, and then at said office publicly opened and read aloud. The Information for Bidders, Form of Bid, Form of Contract, Plans, Specifications, and Forms of Bid Bond, Performance and Payment Bond, and other contract documents may be examined at the following: Copies may be obtained at the office of located at upon payment of$ for each set. Any unsuccessful bidder, upon returning such set promptly and in good condition, will be refunded his payment, and any non-bidder upon so returning such a set will be refunded $ The owner reserves the right to waive any informalities or to reject any or all bids. Each bidder must deposit with his bid, security in the amount, form and subject to the conditions provided in the Information for Bidders. Attention of bidders is particularly called to the requirements as to conditions of employment to be observed and minimum wage rates to be paid under the contract. No bidder may withdraw his bid within 30 days after the actual date of the opening thereof. (Date) U.S.DEPARTMENT OF HOUSING AND UR©AN DEVELOPMENT MUD-42WO INFORMATION FOR BIDDERS (2-66) 1. Receipt and Opening of Rids The (herein called the "Owner"), invites bids on the form attached hereto, all blanks of which must be appropriately filled in. Bids will be received by the Owner at the office of until o' clock A.M. -P. M. , ST/DST , 19 and then at said office publicly opened and read aloud. The envelopes containing the bids must be sealed, addressed to at and designated as Bid for The Owner may consider informal any bid not prepared and submitted in accord- ance with the provisions hereof and may waive any informalities or reject any and all bids. Any bid may be withdrawn prior to the above scheduled time for the opening of bids Dr authorized postponement thereof. Any bid received after the time and date specified shall not be considered. No bidder ■ay withdraw a bid within 30.days after the actual date of the opening thereof. Preparation of Bid Each bid must be submitted on the prescribed form and accompanied by Certifica- tion by Bidder Regarding Equal Employment Opportunity, Form HUD-4238-CD-1. All blank spaces for bid prices must be filled in, in ink or typewritten, in both words and figures, and the foregoing Certification must be fully completed and executed when submitted. Each bid must be submitted in a sealed envelope bearing on the outside the name of the bidder, his address, and the name of the project for which the bid is submitted. If forwarded by mail, the sealed envelope containing the bid must be enclosed in another envelope addressed as specified in the bid form. Subcontracts The bidder is specifically advised that any person, firm, or other party to who■ it is proposed to award a subcontract under this contract-- a. Must be acceptable to the Owner and the Department of Housing and Urban Development, and, b. Must submit Form HUD-4238-CD-2, Certification by Proposed Subcontractor Re- garding Equal Employment Opportunity. Approval of the proposed subcontract award cannot be given by the Owner unless and until the proposed subcon- tractor has submitted the Certification and/or other evidence showing that it has fully complied with any reporting requirements to which it is or was subject. Previous Editions Obsolete - s - Although the bidder is not required to attach such Certifications by proposed subcontractors to his bid, the bidder is here advised of this requirement so that appropriate action can be taken to prevent subsequent delay in subcontract awards. h. Telegraphic Modification Any bidder may modify his bid by telegraphic communication at any time prior to the scheduled closing time for receipt of bids, provided such telegraphic commu- nication is received by the Owner prior to the closing time, and, provided further, the Owner is satisfied that a written confirmation of the telegraphic modification over the signature of the bidder was mailed prior to the closing time. The telegraphic communication should not reveal the bid price but should provide the addition or subtraction or other modification so that the final prices or terms will not be known by the Owner until the sealed bid is opened. If written confirmation is not received within two days from the closing time, no consideration will be given to the telegraphic modification. S. Method of Bidding The Owner invites the following bid(s): Lump sum with deductive alternates Unit Price ( Public Works Improvements ) 6. Qualifications of Bidder The Owner may make such investigations as he deems necessary to determine the ability of the bidder to perform the work, and the bidder shall furnish to the Owner all such Information and data for this purpose as the Owner may request. The Owner reserves the right to reject any bid if the evidence submitted by. or investigation of. such bidder fails to satisfy the Owner that such bidder is properly qualified to carry out the obligations of the contract and to complete the work contemplated therein. Con- ditional bids will not be accepted. 7. Bid Security Each bid must be accompanied by cash, certified check of the bidder. or a bid bond prepared on the form of bid bond attached hereto, duly executed by the bidder as principal and having as surety thereon a surety company approved by the Owner. in the amount of1O%of the id. Such cash, checks or bid bonds will be returned to all ex- cept the three lowest bidders within three days after the opening of bids, and the remaining cash, checks, or bid bonds will be returned promptly after the Owner and the accepted bidder have executed the contract, or, if no award has been made within 30 days after the date of the opening of bids, upon demand of the bidder at any time thereafter, so long as he has not been notified of the acceptance of his bid. d. Liquidated Damages for Failure to Enter into Contract The successful bidder, upon his failure or refusal to execute and deliver the con- tract and bonds required within 10 days after he has received notice of the accept- ance of his bid. shall forfeit to the Owner. as liquidated damages for such failure or refusal. the security deposited with his bid. w , 3 - 9. Time of Completion and Liquidated Damages Bidder must agree to commence work on or before a date to be specified in a •written "Notice to Proceed" of the Owner and to fully complete the project within 36 5 consecutive calendar days thereafter. Bidder must agree also to pay as liquidated damages, the sum of $100 for each consecutive calendar day thereafter as hereinafter provided in the General Conditions. 10. Conditions of Work Each bidder must inform himself fully of the conditions relating to the con- struction of the project and the employment of labor thereon.. Failure to do so will not relieve a successful bidder of his obligation to furnish all material and labor necessary to carry out the provisions of his contract. Insofar as possible the contractor. in carrying out his work, must employ such ■rtkods or means as will not cause any interruption of or interference with the %yors of any other contractor. 11. Addenda and Interpretations No interpretation of the meaning of the plans, specifications or other pre-bid documents will be, made to any bidder orally. Every request for such interpretation should be in writing addressed to at and to be given consideration ■dst be received at least five days prior to the date fixed for the opening of bids. Any and all such interpretations and any supplemental instructions will be in the for■ of written addenda to the speci- fications which, if issued. will be sailed by certified mail with return re- ceipt requested to all prospective bidders tat the respective addresses fur- nished for such purposes), not later than three days prior to the date fixed for the opening of bids. Failure of any bidder to receive any such addendum or interpretation shall not relieve such bidder from any obligation under his bid as submitted. All addenda so issued shall become part of the contract documents. 12. Security for Faithful Performance Simultaneously with his delivery of the executed contract , the Contractor shall furnish a surety bond or bonds for 100% contract value as security for faithful performance of this contract and for the payment of all persons performing labor on the project under this contract and furnishing materials in connection with this contract, as specified in the General Conditions included herein . The surety on such bond or bonds shall be a duly author- ized surety company satisfactory to the Owner. 13 . Labor and Materials Bond Simultaneously with his delivery of the executed contract , the Contractor shall furnish a surety bond or bonds for 50% of contract value as security for faithful payment for labor and materials for any subcontractor , laborers and materialmen of this contract . 4 - 14 . Power of Attorney Attorneys- in-fact who sign bid bonds or contract bonds must file with each bond a certified and effectively dated copy of their power of attorney . 15 . Notice of Special Conditions Attention is particularly called to those parts of the contract documents and specifications which deal with the following: (a) Inspection and testing of materials. (b) Insurance requirements. (c) Wage rates. (d) Stated allowances. 16 . Lars and Regulations The bidder' s attention is directed to the fact that all applicable State laws, municipal ordinances. and the rules an¢. regulations of all authorities having jurisdiction over construction of the project shall apply to the contract throughout, and they will be deemed to be included in the contract the same as though herein written out in full. 17 . Method of Award -Lowest Qualified Bidder If at the time this contract is to be awarded, the lowest base bid submitted by a responsible bidder does not exceed the amount of funds then estimated by the Owner as available to finance the contract, the contract will be awarded on the base bid only. If such bid exceeds such amount, the Owner may reject all bids or•may award the contract on the base bid combined with such deducti- ble alternates applied in numerical order in which they are listed in the Form of Bid, is produces a net amount which is within the available funds. 18 . Obligation of Bidder At the time of the opening of bids each bidder will be presumed to have in- spected the site and to have read and to be thoroughly familiar with the plans and contract documents (including all addenda). The failure or omission of any bidder to examine any form, instrument or document shall in no way relieve any bidder from any obligation in respect of his bid. SPECIAL NOTICE TO BIDDERS 1 . On March 7 , 1972 a pre-bid job walk through the site will be held . Job walk shall commence at 9 : 30 a .m. and shall start at the intersection of Golden West Street and Talbert Street . All bidders are encouraged to attend the job walk. 2 . There will be a pre-bid conference held in Huntington Beach Council chambers on March 13 at 9 : 30 a . m. prior to bid award- ing to discuss affirmative action program. 3 . The City is desirous of encouraging small , local subcontractors to participate in this project . 4 . Subcontractors interested in bidding on this project are en- couraged to contact Mr. Bill J . Bach , Economic Development Officer ( 714) 536-5201 . Wage Rates DEPARTMENT, AGENCY , OR BUREAU DE CISION NO. Housing Assistance Administration , Region VI San Francisco LOCATION OF PROJECT CITY OR OTHER DESC.RI DATE OF DECISION Huntington Beach Calif-05A-375 G STATE COUNT EXPIRES California Orange DESCRIPTION OF WORK: SUPERSEDES DECISION NO. City Park including Restroom and Nature Buildings Mte:Ca!ifOTa!P.County:otam"P:Dvc!s!on No.ANT-6^13,Date of docl;fou:November 11,1971. DwscrIpt!on of work:ft"idrntIil construction cowisting of strtgle torally homes and gurd6wtype apartments up to and Including four stories. l Classificationn hourly mange tionoflts payments rates H k W Paodoos Yscattan App.Tr. Other oral7ge County A•hcs:o,,•-orket'---•-- ------------------. •--------------------- tn. $0.43 to. _ Doti- 1f0.0^5 ' ------------ 1.a�•a- -- ---------- -----•.... .............. ....•"................_......•.. -• 7.20 .3t1 .;0 00.45 .02............ Boartn:aket.'helptrs------ 6.20 i4 .7J '43 02.. Drki.lay'r�;t:Oilymasons-...-----•---•-------------------•-• Brick tl:A is--------•----•--------------------- ------•----------- b.85 .4a .85 .30............... Garp, it,-:s• Carp 't rs------------------------------------------------------------------------------------ 11,33 .61 .75 .in Al ............ 1 �•...........................•. 6.41 el 76 NJ Ll .... 1..R .., fo______________________________________________ Tahl^ ....(r mw eperator..... ... .....•••-..... ... ._.._._.. - &. 3 .61 ;o .5G .01 410 61 Hw;.:•a owi fln,r lavers;mW aaghts-----------------------"..•-_---.___--....---_-_--.._._____ 6.53 t6 so 0 1 ............ 1'nrc^'a'tr.c^`ter-•-----•------- -------------------------- -----••-------•---•------•-------•----- Q 69 .61 .76 .80 .Ol ftt,,'t.slln.gert-•--'- --------------•-•---••--•--•-•..__.....------............_.........•.. 6.44 .61 .73 .80 .01 ------------llridge.dock carpenter;dtit.c baMemon--__-_---_h- tlead rock tling-rs•---------------------------------------------------------------------- &be .51 .75 .00 .01 ..---.---_-- Ct.mennn;,nns: Crm..u[t•taatns....--•-...--- ------..-._.-'_.-.-..........-^--._.__' .._.... ....... 6.7r .80 .83 .00 .0'ZS------------ Cc.-' �nt Patting rttd trowelfingruachlne operator............................................. 0.02 .80 .85 w 0223_.___.,.__._ Tr3 w..11 btatnlicrs-•---------------------- ........... -------------------------------------------- 7.25 .46 .55 .611 .04 ............ EI•ctriritne- F.: :':ri i.r------------------------------------------------------------------------------------- S.i3 .25 1K{-.4•u ---------••--- C^ble=pitays------------ ---------•--------•--- 8.41 .26 1 �-.�5-------•--._ .02 - Elevator ct.;�-S Mtors- ----------•--•--------•--•---------•-------- -------•--••------- 7.C3 .135 WWI 2�e��4+a -- Y,I,va'�r."'n.truetor he!rr_rs--- ----------------------------------.----------------------------- N4;JR .10.5 .20 T/a�-a F,levator c4n5tr3ctors'helpers(prob.)---•--- -••------------------ --- 60^J R .._........... .......•........._...- ............- Glrl,•r: --- - -------- ----- -•------•--------------------------------------------------_---•--- $7.03 .30 .80............ (M ------ Hrl:dorc:nF................--------------•-•--••-•----......--•-•-..........._...........___.. 7.98 .43 .4^5 so.to .02 ............ Frnvo cr,`clors_____________ ......................................................... 7.89 .43 .425 ,50 .02............ Or-tmi *.tl:.true,ural --- ___ a.M .43 .426 .50 .02-------- .-- irrlroianaroIlat.vsprhik4rs-----..-------------------------------------------------------------- 6.5) IT 16Qo l3%. 1l _..___ _ : Cathie' 6.08 $0.19 .33 10.69 EO.OR..-......... Line con<tr union: (Ito:a,d o.rn.1st year------------- -------------------------•-•- ----- 0.59 .26 1-+.45-- 25.(10b .........•.. I ❑.vu.:d yei:---------------------------------- _.._------•--------••----•----- 6.U9 .25 1 +.45•------ 2f.00b ............ T.lncnten-.-- .•. - ---- ----------------------------------------•---•- -------------------- 8.10 .25 l7yr.43.--_---.- 25.00b ------------ C''We sldict•rs------------- - - ---•-•--- 8.41 1 f.45............ 25.00b •----------- irslut burner------------- -------------------- - 6.93 .34 $0.39 .00 .03 ............ 1[nt<h t_'omg5taire`: SI'My. - ----- -- - -• ----- ---•-----••---•-•-•------------•-----• 7.18 .39 .y�7 .00 .00 _..._._.__•- Spry,tviucrlag. vt.dblastrr,palkrhansti•ra;shrtrttc►c taper________________________________- 7.43 .39 .W .110 .03 san:lbi sr„ wing s!n;�-- --------------- _ _ _ _ __ _ _ 7.68 $1 .39 ,09 .03 >:-.yel iak ts• ork __ -. _ _ _,__.__._ -__-_ ---•---._____-. . °.53 39 .39 .f% .113 Pjr}j,jg IO:strl;tag wor:and'.,r highway marker3.. ......................................... 4.98 .20 .20 b___.____.___---..__..___ 1'ttrtin�tot strip!nq trcrk a doer highwr,y markers'helpers;sandblastetr....................... 4.U .20 .20 b 1T'tIev�;i.lr-�'t. slca nt fitte rs;kenbarnrrs . __ '-- - .. ___._._. ..---_.__.__._ ---- ----'----'-----_•._.-_••---•--- 1.26 b .W ..._.___-___ 1'Istrr. tr ---------------------------------•--------•--•---- 7.175 .43 1. V)........................ .. ^ _ - ------------------••-- ...._....._-.------.._-.--- 9.30 115 1 --------- ...........2 Sit,rt:-wtal woflrs__..._...... ................_..._...__..._._. 27 .39 .41.................................... Soft 0„or lafcrs------ -- ----------- -----•---. 7.29 .29 .28 $0... .03 E pri t,k ltr littrr;(ez,r pt Santa Au "a)__-.-_-.•-_--'_ _ _ � If).bb .26 ,40............ k:rriitlrr (Banta Ana)------------- 8.69 .29 .26 1.40 .02 ............ Tenaaso vofkers.................................................................................. 6.43 .19 ............ .15........................ Terra:.an workers'helpers: Idoor macl:!he operators;hclfxrs--------------------------------------------------- 6.38 16 ............ .oft Tile setters -----•----•---------------------------- -- &96 .14: .36............ .02 ............ Tile teller:helpers---- ------------4-------------•-----------••-•- 6.45 .1" .40__.._._-.-•- .t11 ............ Rlligers; we Ider:: Roceive rate prowrftted for craft performing operation to whleh rigging or welding 1<Incidental. t-CAL- SCAL-I,lit-1-:-3-C lab•:•,i> ' CL•�;u,iur aaJ )'andliug of pa::rl fore,;concrete grrefhtf!for rough sfrikee,l,conrrcte, a•alor (ri fog.ie'ar,Ili At C:li)rer,the cicam,(,of bit,1,sad lumber;(Art p:,^Lint•^f cnncwta,plug. , 6lt,.r,b!inC of s*me r(,,t ho,:Iire viatrb,-r•limIivrg,brush Vid,:i%.pi1CIS;ttrl ftebris Itandler: rasa rid oil I(politic; gunerol or construrlio•,:lain-,rer,leu(Iv,ran''.,:der and air lines; s •L,floor,and mover-true:chute noun calls,slabs,doeks, llx's,fw;wiati„n<and,xlb:.z-curb awl gullet and iidowalks);rigglug and signaling:slip form iailrm-;u it+, Twine......-------------- -- ..................••••.. 6.045. .46 .116 .30------•--- Cutic,�Irrrh(da:uolilion):.,caler;tuln(an;meta,tin,in.............-.----------.._..---.----- 6.(03 .45 .86 .V........................ (•uiu"m rl.a++r __ ....... 6.726 .45 .65 .30........................ Asph¢it:1evelvr;fine Trader,hlrhway and s i-t p.iving,afrlazrts,runwa)s,and similar type hr:tv)c•f,t.=!rtr".tfon; and-calvgard"tner and uur•„iynrun- --------------------------------.- 5.145 46 .86 .31)......................... Pe.t.irf!•od-fee.and pan ;n,nk-:•,'al"t uud elea„cr-------------- -- ------------- A.17 .46 .63 ,30........................ in kidirecu- ,,bolowcr)_ - --__-- ------------------- _ ___________ _ 5.173 .46 '.0 .30__._-_---_ Chm•l.ie.idrr:eapt:c tank digrei awl in•taller--------------------------------- ............... 6.196 .45 fir .30-:.-.___.__---. Cesap iol d.S(er and h:;tallef.----- --- --------- l'on,ir(r,curer i;nT-rvi"Us ITletabramr and farm oiler: Ripra ,stompave•r placing stone or ra,-k--dcomicte.:andb!3,tcI(Iv)tti,tl&)---- ......... --- ----- -- - ---•- 6.276 .4i 66 .30........................ Pit),Imels'b,ekt,p coati Air,vmxInq.it.3kingOfjutnts,sralhle,Candling ................ S.3if6 .46 .86 .80......................... Put-%ir_,bil^rota:tern+tit dti:,:prr(o,1 I.)d or larger micrr and handling balk eement);pgn.i ltrd all pip-lin•vTapPer-put trudcr;power bro'im sweelier.(small);rr.to winpet and tC-Ier, I rce ewil l•"r.Laller,chant sn„'cfv:rufor,Fiftsburgh chipper and Anillar tyyr brush shi cdderz, trew,hing machine hind prop-Aled--_-------- ------- -. ------ . ..... ..... 5.266 .45 .66 .30.................... Aspl,-Iit r.'krr.hit,•nian and wooer;cnnrrete(or-,(meter,grinder or s tu&r:concrete saw man. enitus, -woiirg old of n^_'•r^w,(rete impact %rettell, multiplatet inieum•,lic,vA� .electric - too;.; vibrating nmUhines and sirniinr mechani,:,l tool not sepu,alely clas;i!ird bereht; tami, rs,I)arko tracker anI bnfargp^----- -----------------------.------------- -------- 3.MA .45 .66 .30..___.____. seekain:•cr--------- -------- --------------.------------------- -- ----................ 6 305 .45 .86 .30........................ Ihi Her,ja,kinmmcr--2t.tit tit steel or iougrr..........................._............_.....___ A4z9 .49 .95 .30-_...._______-.-.------- Cit"t••t• yibra'oropeiator,TUll,<.al.dovcr................ .......... ------ ----------- 6.4S6 .45 .95 .30........................ Illtx'r'per(nof(iuftalbf inelud:ulr fowcr,drain mud midcrgrotmd tile):pCefabnicatnd manhole fnna11rr---------•------------------' --------- --- ---------- - ----- . _ _-• ---- 6.455 .43 .89 .30........................ nn.:3.,doilpitr.;InowTaprCr.0luchesandover;keltlemcn.potmen"ndmrrt appl)'itrgwsphalt I.ty-told.crcowtr,rune(nook and anrila, t)pc materials.-- -.---. - _ -._--------- 6.%,4 .46 .8.1 .30..................... .. Crlbbrt,-:toter,;aeginr,sheeting,and trench bracing,handguidtd!Whig Itamusr.......... 6.Lab .45 .F6 .40........................ Dlasrrpuird.rma'i ----------_--------------------------------- - ----------------- 6.5% .45 .66 .30........................ ete"Iherierbomrdmn.and guideline setter--------------------------------------------------- 6.47 .43 .85' .....__...._._._.._.....__ Fendhl'L ter(nozzleninn)------------------------•--------•-._- A 495 .45 .83 .30_-_•---------.__..._._._ Ilri::cr(cxc-diamond-wagon)-------------------------------- ---- 6.6tJ6 .45 .116 .30-__._----------._._..__ Meat;rock s!ln="r----------------------------------------------------------------------------- 6.606 .45 .63 .30........................ Gunite;aborer-nozzletatna Aid rod nien----•.------------------------------------------------- 6.37 .46 .96 .39........................ Guwner-------------------------------•--------------------------------------•-•----------.._ i.87 .45 .83 .30........................ ttebotiudmCn_______________________---------------------------------------------------------- 11.111 .45 .a .30........................ power egnipia:nt opeorlon: Groul't: Drak^nlaw compresscr operator:deck hand;engf i-r oiler:generator operator;heavy duty rep:rirman helper;pump operator;slenuluurn;switchtnan----.- ----- IL 02 .46 .80 •.70 .Cl._.......... Group I1. Co-w-rote mli"r,skip till-:conveyot:firetaim:p:neraOr.pump or co•npreesor(2-3 inelU- rivr),potta!units-r,vrr 5 unite.AO per hour for rich a•ISiifoictl unit up to m units;hy- drostatic pump; oiler c!u,h,rr (w-phalt or cmicrrte pLnitl: plant operator,'IMm4ator, pump or com!o,eswi;s!dldn;ndcr-wht•rt type up to-1 yu.ivi:hoilt atta^iimrnt;tar pot - fireman;temporary heatbig plantopt-r:ttor;trenching A iachuir.Oct;tuck crime oiler--- 4.27 .46 .00. .30 .02............ Grout)iII: A-from" or winch free!:: cLainman; rl•vator (inskle); equipment rre.tsrr (!a k); Ford 1'1'rgi;son(with drnrtepe attachmrtium:power concrete curing machine;pow,•r concleto s"w;po_#_CTA yen j:rnbo form setter; Roas carrier QabAte);stationary pipe wrapping and cicaulur machlgr _----•-•----------------------------------------_. - -.__._-__ 6.61 .45 .M .30 .02._.._._..._ Oroap IV: -M A.pitait pl.,nt G„'nan;bnl;ng I-ia.hlue:hucriatt or nderimau(asph•dt:)I'r:.trrete):chip spreiAing machhic;cmic:ale pump(sntatl purl:J,!e'i;l,rldie ti'lk•III,],,,id-r and tu:itable; r r;in):y locomotive or m-orrr;m(up to and fncludi•tg 10 to,sl:equ!pto,-m gr.-iwr(grcn-e truck): hclienpter hoL-t on.•rator, higliIiu" ^ab6•way sigutal•.,.un; hydra-1t;m,mt•r-:,Teo sl,-mlw•r, pgw-er sweet-•r; roller (cowpaclinr); screed (.tsph•ilt or twucrete): rtdinan; tren,:hingnrachinri•uptoGft.) ---------._--. ---------------- ---- -----.___.___._. 6.62 .46 .60 .30 .117............ Group N.: Acphnit plant engine"r; 1",suet" inch part rtx-imor (nl!cr or juur re- Quit(d);backllo• (up In and taclud!ng}t y1-1:fill sharpe,wr;eonucie)mint In chine op- . eralor(caul atvl srulL.r typ(,);concrete pl,m.•r.drrrlekma t lo!lneld type):deck euriue operator;drif nu in -hive rinr•ludinr water:veil<):forklift(unl"!5'on r:i1tarity):hydro- gpephic sailer utarhnv(sitaw,polio of c M):An tch Ine tool:III r1 i,l,tk iutenud full A;tb vihrutor; mechaefc.il beti.i, ccuh or ul,tter icuncirle or agphait); mechanival finisher ojirrator(eoncrrteClary:tuhnson-lli,iw^Ilorsinlllary;pivru.cnl br'aker(trick mounted, oiler):rarld all touting nrichlne;rolh,r op"rotor (a.ph.,lt or Both);rui,ber sired txtith moving equipment ls:n:lc engine,up to nn.1 Int lading'y�yds.shuck):self-lworcllid tar pit,cAning m whine cpet itnr.slip fin it pamn!(lower driven hy,lriiil'c lifting device for concrrleforms):tuc;•rliniA!1(mein;hnimclloe,omolfveop"AcAi lover Wand uptoand in(lu<ling 30 tons):stiagrr ermic(Au:tia-W,-Aeni or similar type):skipinader op emtor (craw'Irr an 1 w heel tip^over ii yd and up lu an,l i,icludhir I y;y As.);t.actor, eperitor- bulldozer, up to I(M lip.flywheel and Arnilar types,up to • audincludlugD-5,it Ishaiiartypv')------------------- ------------------------_--._ 6.51 .46 .60 .30 .0----.-----7 Group At L• Arul,alt or ern••rctr spreader (tamphig or flnisidngl' sphalt paving machine (barber rr-en or si:r.0ir 1%_, -2 screedman r,grdreJ);1`111t.:dmn Road Pof•lor,tl',igner Pactor i. or similar,bridge crane my r:,Icw;c t!-iu-ptarc plpo-layin^nrichlno operator;eornbina- tio:n in!srr and•con r:essor hua:•e nor:.); concrete purnp tL.-mek motmud) (oiler re- . gairri):concwte rnixc. oprntlfi--p•,vL•,g;crnr'.n operator(ri(i to:girl inclu,ling M Wai -•naciy);cru,l.ifnE p!rnt opuro'or;,J,•vm(iog grati,•r forklift(cvt r 5 tots),rr-adc chackf r: Credal.op'iatm;crouth-v,m,f-I:ime h^adht.G shield;heavy duty r•p:drinan•hntst cp.r- ntnr(Chicacn boom anti-,,::d it lyl^};Fnhnun L•t It lo::)er and 4rallar type:U'fournr vl b1n1, ro t•l tot nr or sin:i':v t;ipt•' W; "lib nvchfoc JVnClhu"r rind sin.&o types); 1'ft mol,ile olt,nor, !rr:,h•t n1,e,:tar (ltir'v, h".61. blril.t w:d girdlar ti-p;•'; Inai'tial lv'M.mi;ckn-g marl,;n•• tl: cJ.-ivl,ber-tii'M.ra.,or track 1;L^);pneuni.Mc corcg,te p:c:utg mac title (I:ack iry-I'rrss'n'ell gr similar type):parun,atte he •ling chirld (turf- neli;pw.ip crel"cuti;rgt.,ry drill (•v,.ludi:,,,C:^>smm t}p.);ial,ber-tired earth moving egmipnlcut Isi;rtl.vu,^^its•(a'clpil;n. l:ur!iJ.Athrc grid shnlfv'lypp s with any and all all-rino•i,L over ids.❑-i1 rip(n and In(luduig:iI:a•.;:dg.stuck):rul,brr-tit,A reri.jr (s,qr-h,.:diu�-p.:,i IF-v.-heel 1•.pe11 ck i,)Ifx:ari (cnc:I.•i and u-h1 tvp, ever - tl5 vds..Ili)to anJ ioc;ie)Uo•f!,y,tc);;urfic.;ura:crs aii(i tot.onto;rubb-•r-trued(.oth mnving tgml"',"'_r, 11•111ipL.-cn_,:o. tup to and includinf• '_') )d.. struck); tr"neniog mac;dne tov.r G ft.depti. c.pic,lc. ,m.m mfaW;r•T's ratolgr (gv,!r slot;tractor coin- pr,:sgr doll rombi:mtum:(racier o,i) t_Iv larre,than 1) 5--b'k)flywh,4-I h.p.and nvr, or deans) thuilduzer. to,,,pur,scn.I„r,and pu,h tructo.,euildreugiur);triwfor(boom sttachmri t•); trayeiing pipe wrappw G• cl.�:Amng and benufn, machine; hmtt"1 Iwo- motive(nvvr:o)to-:);shovel,b-ickhuk,dragline,clansh,•II(over a4 yds.and up to 5 cu. yd=.)NLILC---------------•-----------------------•------_-----------•----:......... G 91 .46 loft .30 .02............ Orcup\II: Cm ne-over 2=tens up to and including 10,)toss;dri-rick bole,';dual drum mis,v;taonoi all - kwwmotive ens 1,17 erect rir):motor patrol--bind•'(•Ingte enj:trw);multiple-engfna traetur(Luc]..I and similar type,c,ct pt l)tmd-9 CntJ;rubber-lit,If r:u-tb moving equq.• ' meet,slrgit-.art^in•over fifty(Yo)y,t struck;rub"-tired(forth moving eiluitiment(ntul- tipl-enlfae,Euclid.r-iterptllar and similar)(over 23 yds.and up to Y)cu.yd,.struck); tractor lmd,•r(rt im ker aid w;teel t)"I),`oy,`r 6t y4s.);tower crime rep driman:shovel,hick. T 5 - hoe,dmillire,elirmhell(ovf eu.yd+..S(.K. .);wfrod3 m!ter and simiLV I'Ugmtll eq,lip ment;licavy duty mralrnian-welder combination--------------------------------------- 7.01 .46 .00 .30 .07 ............ - 2 - 6 reup V I I l: Aute gl ad,r op_rut or:aniont.t•ic slip form:err ne-ov,r 1n0 ton hoist,AIIT I.,,6,ty d•Wrks a Ani lu ty►r�,:ccp.,ble of hoidhtg lap(tons or more);Ina.-rNiavat..r:inre;t:ud(•al linhla- ing maehkir;mntor p ntrol(nutlti••twh-h pipe mobile m•ichvw;rchh r-prod earth mov- Ing equ(pmcat (nwttiph-engiar, Cuelid. caterpillar and 1)�ovr:billcu.yds. atrucic);nthh••r-!u(d scrap•r tpu4h poi:)(.30 p,-r hour tvldih,n.^.I to to r rah•);tar rm equipment opt-ra,•)r t2 unit,only);ta,.drrn tractor opovator(Quaff-J or smiler type)i .. tunnelrrol'bo.mgmachineoperwtor-----------------........ ................... 7.13 .46 .10 .Y) .p............ Group IX: Canal liner;canal trimmer;In•licnplrr pilot;bfghline cabb'ws);rubbv-ttred-H-Grading set p(r (pa;ile w,.ecl-euger ty�.,• s,•1f•ieadirg- 2 of more unit+a; w•llcel excavator lorer ireru.yds.);remote control rd with moving equinur•nt op.-r3(or (#1 phr hoar oddltintt.d).......... ...........•.... •--••••••-•-••_.............................••_... 7.25 .43 .80 60 .tilt............ "AL-SCAL-T U-1-2-1i: Truck delvers: Truck repalrinwi(•'e'er)........... ......................................................... i 11f .66 .46 A............ Dump(W ydi.or^tore water level,single utdt or combination of veltic:r:);DW la and INW 40 - L'uohd-type cquillu.tnt.LeTourncau purls•Tetra Cobra;and ri.nllar types e(equlpwant; also I'a and si'uilar type trucic when IKrk•tnaing wort:within tenmcters)t-ilediction,regard- kcs of•ypes o'atta(Iunentc•and wheil pull it aquapak and water tan k trailer;truck repair- ra'"----------••- --------- -• -------- --- ----------- ----------•--•-----------------• (L 013 .66 .43 .M........................ Dump(', )yda.,but le-s than 4oyds.water level)............................................ 6.89 .66 .46 .56 A-frame or r.cdi:h crane•or clmilur type equipm(nt driver,fnrkiirt Ross can(t:r(highway).__ A 731 .63 .16 iS---_-_-__•____-______--_ Dunip(16 yde..Sat le„than 25 yds, water level);legal payload•'ela'.It)'(20 tims or InM!)• dumpster oe dmuptvr truck;transit-max (3 yds.or more);dwal Crete(sy,yds.water level andover)------- ----------------••-•••••__.__._-__...-•••••-••---......---••-__._......•... 6,43 .0 .45 .66........................ Truck greatr and tlre^tat,-.--_•------------------------------ ------ &38 Water ur tank-type tnwk driver ea:itn,aud over)....................................... 6.36 .65 .46 .93-----------__..•. _ ...-- ?raa.it-mix tru,•S(under 2)ds.);dnmperetc truck(less than,G)4 yds.water level)............ 6.29 .66 .46 .66........................ Truck repnirinun bdrK... ......-- _... ._ .............. .. _ 6.286 .65 .46 .66........................ Cer•ientd(a.ib'tt.,rtrucl-;fuel trmk;:•:mcrorlink-type(2,60(lgak,nso4,( gulionaj--_____- L2,J' .65 .45 .......................... Puma(1'S yds.but I"than 16 yd....vater level):legs payload eapacity S13 tons W_1!tons)_, 6.21 .66 .46 .......................... Du mp(lt yds..but pas;d Ov than 12 yds. ate:level);Iv payload.al paylo veity( n Wns to 16 talus)--- 6.13 .65 .46 .63________________________ Trwk n)etnnrtf Iwaer broom:watrehou,e:nant•iMk:water or tank-type(under 2.NMlgalbne•).__ L 11 .69 ..M 66........................ Lump 14 yds..hu!kce than 6 5 43.water I(vel);leg l a al vload ccpaeity(6 tails to 10 Was)._ -_ &03 .66 .46 .66........................ Doi;rt,)%less than s)d..t:ator Iced);tia ice-c-•ntrol pilot car,e:chadlvS moving Leavy Nelip- ment;le alp:avload cvpncity (:ess than t;toils)______________________________________________ 6.06 .66 .45 .65........................ 1Yatehottselunn and teamster_______________________________________________ .................. 4.97 .65 .45 .66........................ T Orangd County - - CHANC.F.: ,40 Bricklayers;stonemasona_......_..••-•--•----•-•--•••-•••...................•^_.................. 7.30 .40............ .05............ fold boUdays: 2 percent of basic hourly rate'for 6 months to S yeas'service as vacation pay credit A-New Marls Day;D-'Memorial Day;C-Independence Day;D--Labor Day; .tx paid holidays:A through F. E-Thanksgivhtg Day;F-Christmas Day. b. Employer toutrlbutee$.17 par'hour to holiday fund plus U0 per hour tova0stlon FOOTNOTRB: for I yeses service,6.20 per boor after 1 year lint less than 6 years'service,6.60 per III. Employer sontrlbutes 4 pol t bask hourly rate for aver 6 yeas'servitte and hour after 6 years but Jew then 10 yeses'sanNe,1.M per blur after 19 yea.'.a•rrice FEDERAL RIGISTER, VOL K, NO. 224--FRIDAY, MOVEMOER 19, 1971 - 3 - ' CONTRACTOR ' S QUALIFICATION STATEMENT ( Statement will be held confidential and not of public record) The Undersigned certifies under oath the truth and correctness of all statements and of all answers to questions made hereinafter. SUBMITTED TO : Corporation Partnership _ Individual _ SUBMITTED BY : Joint Venture _ NAME : Other _ ADDRESS : PRINCIPAL OFFICE : ( Note : Attach Separate Sheets as Required ) 1 . 0 How many years has your organization been in business as a general contractor? 2 . 0 How many years has your organization been in business under its present business name? 3 . 0 If a corporation answer the following: 3 . 1 Date of incorporation : 3 . 2 State of incorporation : 3 . 3 President ' s name : 3 . 4 Vice-president ' s name( s ) : 3 . 5 Secy ' s or Clerk ' s name : 3 . 6 Treasurer ' s name : 4 . 0 If individual or partnership answer the following: 4 . 1 Date of organization : 4 . 2 Name and address of all partners . (State whether general or limited partnership . ) : 5 . 0 If other than corporation or partnership , describe organiza- tion and name principals : 6 . 0 We normally perform % of the work with our own forces . List trades below : 7 . 0 Have you ever failed to complete any work awarded to you? If so , note when , where , and why: 8 . 0 Has any officer or partner of your organization ever been an officer or partner of another organization that failed to complete a construction contract? If so , state cir- cumstances : 9 . 0 List name of project , owner, architect , contract amount, percent complete and scheduled completion of the major construction pro- jects your organization has in process on this date : 10 . 0 List the name of project , owner, architect, contract amount , date of completion , percent of work with own forces of the major projects your organization has completed in the past five years : 11 . 0 List the construction experience of the principal individuals of your organization : 12 . 0 List states and categories in which your organization is le- gally qualified to do business : 13 . 0 Trade References : 14 . 0 Bank References : 15 . 0 Name of Bonding Company and name and address of agent : 16 . 0 Attach Statement of Financial Conditions , including Contract- or ' s latest regular dated financial statement or balance sheet which must contain the following items : Current Assets : ( Cash , joint venture accounts , accounts re- ceivable , accrued interest on notes , deposits , and materials and prepaid expenses ) , net fixed assets and other assets . Current Liabilities : (Accounts payable , notes payable , ac- crued interest on notes , provision for income taxes , advances received from owners , accrued salaries , accrued payroll taxes ) , other liabilities , and capital (capital stock , authorized and outstanding shares par values , earned surplus ) . Date of statement or balance sheet : Name of firm preparing statement: 17 . 0 Dated at this day of 19 Name of Organization : By : Title : 18. 0 M being duly sworn deposes and says that he ( she ) is the of , Contractor( s ) and that answers to the foregoing questions and all statements therein contained are true and correct . Subscribed and sworn before me this day of 19 Notary Public : My Commission Expires : BID FOR LUMP SUM CONTRACTS Place Date Project No . Proposal of ( hereinafter called "Bidder" ) ( a corporation/ a partnership/ an individual doing State business as ( Strike Out Inapplicable Terms ) to the (hereinafter called "Owner" ) Gentlemen : The Bidder , in compliance with your invitation for bids for the con- struction of Central City Park for the City of Huntington Beach , California , having examined the plans and specifications with related ocuments and the site of the proposed work , and being familiar with all of the conditions surrounding the construction of the proposed project in- cluding the availability of materials and labor, hereby proposes to furnish all labor , materials , and supplies ; and to construct the pro- ject in accordance with the Contract Documents , within the time set forth therein , and at the prices stated below . These prices are to cover all expenses incurred in performing the work required under the Contract Documents , of which this proposal is a part . Bidder hereby agrees to commence work under this contract on or before a date to be specified in written "Notice to Proceed" of the Owner and to fully complete the project within 365 consecutive calendar days thereafter as stipulated in the specs ica ions . Bidder further agrees to pay as liquidated damages , the sum of $100 . 00 for each consecutive calendar day thereafter as hereinafter provided in Paragraph 19 of the General Conditions . Bidder acknowledges receipt of the following addendum: BASE PROPOSAL : Bidder agrees to perform all of the material , labor, equipment , supplies , transportation and services therefore and the per formance and construction of all demolition , earthworks , drainage system , sanitary sewer works , water and irrigation systems , street improvements , planting , masonry , concrete work , walk systems , iron work , piping, bridge construction , electrical work, mechanical equip- ment , painting , construction of Restroom Buildings and Nature Build- ings and all other work necessary for complete , operable facilities , described in the specifications and shown on the plans , including Public Works Improvements , for the sum of ( $ ) (Amount shall be shown in both words and figures . In case of discrepancy, the amount shown in words will govern . ) ALTERNATE PROPOSALS : Alternate No . 1 : Restroom Building Type ' A ' per building Deduct the sum of ($ ) Alternate No . 2 : Restroom Building Type ' B ' per building Deduct the sum of ( $ ) Alternate No . 3 : Nature Pavilion Building Type ' D ' per building Deduct the sum of ($ ) Alternate No . 4 : Gravel Ditch at Lakes Deduct the sum of ($ ) Alternate No . 5 : Concrete Stairway and Handrail ( Drawing P-6 ) Deduct the sum of ( $ ) Alternate No . 6 : Handrail for Concrete Stairway ( Drawing P-6 ) Deduct the sum of ( $ ) Alternate No . 7 : All work indicated on the following drawings , exclu- sive of Details pertaining to Base Bid construction : G-1 , 3 , 4 ; P-1 , 3, 4 ; I-1 , 3 , 4; E-1 , 3 , 4 ; A-16-25 ; U-5 , 6 , 7 , 16 , 21 , 22 , 23 ; also U-26-29 work east of Golden West center line only Deduct the sum of ( $ ) SCHEDULE ' A ' ITEMIZED PRICE SCHEDULE ( EXCLUDING PUBLIC WORKS IMPROVEMENTS) Alt. Bid #7 Base Bid 1 . Demolition and Site Clearance $ $ 2 . Grading $ $ 3 . Irrigation and Domestic Water System $ $ 4 . Asphalt Walkways $ $ 5 . Planting $ $ 6 . Bridges $ $ 7 . Chain Link Fence $ $ 8 . Landscape Masonry , Furniture , Signs , $ $ Parking Appurtenances , and all other Miscellaneous Site Work SCHEDULE ' B ' UNIT PRICE SCHEDULE The Contractor proposes unit prices in accordance with the attached Schedule . Said unit prices include all charges for incidental ex- penses , supervision , taxes , insurance , overhead , and profit. Said unit prices shall be applicable to the pricing of deletions from or additions to the work shown on the Contract Drawings or called for in the Contract Specifications , and shall not be adjusted in respect to work ( authorized in writing by Owner) , which although different from work shown on said Drawings or Specifications , is reasonably similar thereto . Said unit prices shall be practically related to the determination of such additional unit prices as may be required from time to time . The following unit prices shall prevail upon written instructions from the Architect/Engineer. LIGHTING : 1 . Light Fixture ' A ' $ 2 . Light Fixture ' B ' $ IRRIGATION AND DOMESTIC WATER SYSTEMS Piping : Asbestos cement pipe and necessary fittings in the following sizes , ( including ditching , backfilling , etc . ) . 811 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Per Lineal Foot 1011 . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Per Lineal Foot P . V . C . Ring-Tite Class 200 pipe and necessary fittings ( including ditching , backfilling , etc . ) . 211 , , , , , , , , , , , , , , , , , , , , , , , , , , , , , $ Per Lineal Foot 2-1 /2.. . . . . . . . . . . . . . . . . . . . . . . . . . $ Per Lineal Foot 311 , , , , , , , , , , , , , , , , , , , , , , , , , , , , , $ Per Lineal Foot 411 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Per Lineal Foot 611 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ P e r Lineal Foot P . V . C . Schedule 40 pipe and necessary fittings ( including ditching , backfilling , etc . ) , for pressure lines . 1 /2 .. . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Per Lineal Foot 3/4.. . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Per Lineal Foot 1 " . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Per Lineal Foot 1 -1 /4.. . . . . . . . . . . . . . . . . . . . . . . . . . $ Per Lineal Foot 1 -1 /2.. . . . . . . . . . . . . . . . . . . . . . . . . . $ Per Lineal Foot P . V. C . Schedule 40 pipe and necessary fittings ( including ditching, backfilling , etc . ) , for non-pressure lines . 1 /2 .. . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Per Lineal Foot 3/4.. . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Per Lineal Foot ill . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ P e r Lineal Foot 1 -1 /4.. . . . . . . . . . . . . . . . . . . . . . . . . . $ Per Lineal Foot 1 - 1 /2.. . . . . . . . . . . . . . . . . . . . . . . . . . $ Per Lineal Foot 211 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ P e r Lineal Foot 2-1 /2.. . . . . . . . . . . . . . . . . . . . . . . . . . $ Per Lineal Foot Backfill : 6 " Sand Backfill . . . . . . . . . . . . . . . $ Per Lineal Foot 12 " Sand Backfill . . . . . . . . . . . . . . $ Per Lineal Foot Gate Valves with Box , in accordance with Details No. 5 & 6 in the following sizes . 1 /2 .. . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Per Unit 3/4" . . . . . . . . . . . . . . . . . . . . . . . . . . . $ P e r Unit ill . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ P e r Unit 1 -1 /4 .. . . . . . . . . . . . . . . . . . . . . . . . . . $ Per Unit 1 -1 /2 .. . . . . . . . . . . . . . . . . . . . . . . . . . $ Per Unit 211 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ P e r Unit 2-1 /2.. . . . . . . . . . . . . . . . . . . . . . . . . . $ Per Unit 311 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ P e r Unit 411 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ P e r Unit 611 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ P e r Unit 811 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ P e r Unit 1 0" . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ P e r Unit Pressure and Air Relief Valves with Box , in accordance with Detail No . 14 in the following sizes . 3/4.. . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Per Unit Quick Coupling Valves , in accordance with Details No . 4 & 17 in the following units . 3/4.. . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Per Unit III . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Per Unit Fire Hydrants , in accordance with Detail No . 15 . 211 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ P e r Unit Backflow Preventers , in accordance with Details No . 13 & 12 in the following units . 6 " Reduced Pressure Valve . . . . . . $ Per Unit 3" Double Check Valve . . . . . . . . . . $ Per Unit 2 " Double Check Valve . . . . . . . . . . $ Per Unit Drinking Fountain , in accordance with Detail No. 16 . Mechanical Equipment Only . . . . . . $ Per Unit Pumps Complete as per Detail , in accordance with Detail No . 21 in the following sizes : Pump , Electrical & Misc . . . . . . . . $ Per Unit Equipment Yard Total . . . . . . . . . . . . . . . . . . . . . $ Per Unit Automatic Controllers , in accordance with Details No . 1 & 20 . 24 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Per Unit 12 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Per Unit Remote Control Valves with Box, in accordance with Detail No . 2 . ill . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ P e r Unit 1 -1 /4.. . . . . . . . . . . . . . . . . . . . . . . . . . $ Per Unit 1 -1 /2 .. . . . . . . . . . . . . . . . . . . . . . . . . . $ Per Unit 211 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ P e r Unit Sprinkler Heads , in accordance with Details No . 10 , 7 , 3 & 9 . Shrub Head ( small ) . . . . . . . . . . . . . $ Per Unit Lawn Pop-Up Head . . . . . . . . . . . . . . . $ Per Unit Rotor Head P . 0 . . . . . . . . . . . . . . . . . $ Per Unit Rotor Head F. 0 . . . . . . . . . . . . . . . . . $ Per Unit Oscillation Head P . C . 1 /2 .. . . . . . $ Per Unit Oscillation Head F. C . 1 /2.. . . . . . $ Per Unit Oscillation Head P . C. 3/4 .. . . . . . $ Per Unit Oscillation Head F. C . 3/4" . . . . . $ Per Unit Swing Check Valves : 1 /2 .. . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Per Unit 3/4.. . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Per Unit ill . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ P e r Unit 1 -1 /4.. . . . . . . . . . . . . . . . . . . . . . . . . . $ Per Unit 1 -1 /2.. . . . . . . . . . . . . . . . . . . . . . . . . . $ Per Unit 211 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ P e r Unit Spring Check Valves : ill . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ P e r Unit Control Wires and necessary connection installed in common ditch . #10 . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Per Lineal Foot #12 . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Per Lineal Foot #14 . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Per Lineal Foot The above unit prices shall include all labor, materials , bailing , shoring , removal , overhead , profit , insurance , etc. , to cover the finished work of the several kinds called for. Changes shall be pro- cessed in accordance with paragraph l7 ( a ) of the General Conditions . SCHEDULE ' C ' PUBLIC WORKS IMPROVEMENTS Off Site Improvements and On Site Storm Drains and Sewers Drawings U-1 through U-29 To the Honorable Mayor and City Council , City of Huntington Beach , California : In compliance with the annexed notice inviting sealed proposals , I hereby propose and agree to enter into a contract to perform the work herein described and to furnish the materials therefore accord- ing to the plans , specifications and special provisions for the said work and to the satisfaction of and under the supervision of the Director of Public Works of said City of Huntington Beach , California . The undersigned has not accepted any bid from any subcontractor or materialman through any bid depository , the by-laws , rules or regu- lations of which prohibit or pervent the contractor from considering any bid from any subcontractor or materialman which is not processed through said bid depository , or which prevent any subcontractor or materialman from bidding to any contractor who does not use the fa- cilities of or accept bids from or through such bid depository. For the furnishing of all labor, materials and equipment , and or all incidental work necessary to deliver all the improvements complete in place in strict conformity with the plans , specifications and special provisions , on file in the office of the Director of Public Works , City of Huntington Beach , California , I propose and agree to take full payment therefore at the following unit prices , to wit : Item Approximate nit No Quantity Items with unit rice written in words Price Total 1 28 ,346 s . f. Remove A. C . Pavement 2 160 l . f. Remove Guard Rail Item Approximate Unit No Quantity Items with unit rice written in words Price Total 3 5 l . f. Remove Concrete Curb and Gutter 4 160 l . f. Remove A. C . Berm 5 270 l . f. Remove Redwood Header 6 40 l . f. Remove Barricade 7 3 ,634 c . u . Excavation 8 10 ,639 s .y . Compaction 9 1 ,063 l . f. Construct Type A-1 Curb and Gutter 10 749 l . f. Construct Type B-1 Curb and Gutter 11 305 l . f. Construct A-1 to B-1 Curb and Gutter Transition 12 665 l . f. Construct Curb Only 13 10 ,405 s . f. Construct Concrete Sidewalk 14 5 ,476 s . f. Construct Concrete Cross Gutter 15 2 , 113 s . f. Construct Concrete Driveway 16 2 ,081 Ton Construct Asphalt Concrete 17 356 l . f. Construct A. C . Berm 18 3 . 9 Ton Seal Coat 19 7 ,444 Ton Construct Aggregate Rock Base 20 5 . 8 Ton Prime Coat 21 2 . 8 Ton Paint Binder 22 6 each Adj . Gate Valve Can to Grade 23 1 each Adj . O. C . S . D. Manhole to Grade 24 1 each Adj . Manhole to Grade 25 25 each Install D-1 Paddles 26 10 each Install Stop Sign ( R. IR. ) 27 2 ,428 l . f. Construct 1 -1 /2" P . V . C . 28 9 ,372 c .y . Excavation and Grading of R/W Golden West Item Approximate Unit No Quantity Items with unit price written in words Price Total 29 2 ,676 c .y . Construct 12 " V . C . P . Sewer 30 230 l . f. Construct 12" V. C. P. Sewer Syphon 31 2 ,840 l . f. Construct 6" V. C . P . Sewer 32 2 , 596 l . f. Construct 4" V. C . P. Sewer 33 17 each Construct Sewer Manhole 34 1 each Construct Drop Manhole 35 1 each Construct O. C . S . D. Manhole 36 27 each Construct Cleanout 37 115 l . f. Remove 18" V . C . P . Sewer 38 2 each Reconstruct Manhole 39 125 l . f. Remove 36" C . M. P . 40 40 l . f. Remove 12" Techite Pipe 41 4 ,810 l . f. Construct 18" R. C . P . ( 1500 D) 42 1 ,232 l . f. Construct 24" R . C. P. ( 1250 D) 43 75 l . f. Construct 12 " R. C. P . ( 1500 D) 44 1 , 135 l . f. Construct 54" R. C. P. ( 1000 D) 45 100 l . f. Construct 84" R. C. P . ( 1000 D) 46 L . S . Construct Junction Structure North of Talbert Avenue ( Sta 131 +00 . 00) 47 L . S . Construct Junction Structure East of Golden West Street ( Sta 144+37 . 06) 48 L . S . Construct Junction Structure with Barrier Gate and Trans East of Golden West (Sta 148+81 . 06) 49 L . S . Construct Junction Structure West of Gothard Street ( Sta 1 +61 . 08) 50 L . S . Construct Inlet Structure with Rip Rap South of Inlet Drive ( sta 4+80 ) 51 L. S . Construct Headwall Structure with Rip Rap East of Golden West 52 L . S . Construct Headwall Structure with Rip Rap West of Gothard Street Item Approximate Unit No Quantity Items with unit rice written in words Price Total 53 L . S. Construct 20 ' Transition Structure West of Golden West 54 4 each Construct 4 ' Catch Basin 55 3 each Construct 20" x 20" Drop Inlet 56 2 each Construct 18" C . M. P . Drop Inlet 57 15 each Construct Drainage Manhole 58 85 l . f. Construct Chain Link Fence Including 15 ' Gate 59 L . S . Alternate "A" Lower in Place 2-8" Standard Oil Lines 60 L . S. Alternate "B" Install 2-8" Standard Oil Lines with City Furnish Pipe and Remove Existing in Alternate "A" SCHEDULE ' D ' PUBLIC WORKS IMPROVEMENTS Off Site Improvements and On Site Storm Drains and Sewers East of Golden West Only To the Honorable Mayor and City Council , City of Huntington Beach , California : In compliance with the annexed notice inviting sealed proposals , I hereby propose and agree to enter into a contract to perform the work herein described and to furnish the materials therefore according to the plans , specifications and special provisions for the said work and to the satisfaction of and under the supervision of the Director of Public Works of said City of Huntington Beach , California . The undersigned has not accepted any bid from any subcontractor or materialman through any bid depository , the by-laws , rules or regu- lations of which prohibit or prevent the contractor from considering any bid from any subcontractor or materialman which is not processed through said bid depository , or which prevent any subcontractor or materialman from bidding to any contractor who does not use the fa- cilities of or accept bids from or through such bid depository . For the furnishing of all labor , materials and equipment , and or all incidental work necessary to deliver all the improvements complete in place in strict conformity with the plans , specifications and special provisions , on file in the office of the Director of Public Works , City of Huntington Beach , California , I propose and agree to take full payment therefore at the following unit prices , to wit: Item Approximate Unit No Quantity Items with unit rice written in words Price Total 1 27 ,255 s . f. Remove A . C . Pavement 2 160 l . f. Remove Guard Rail 3 5 l . f. Remove Concrete Curb 4 160 1 . f. Remove A. C. Berm 5 2 , 770 c .y . Excavation 6 7 ,852 s .y. Compaction 7 1 ,431 l . f. Construct Type A-1 Curb and Gutter 8 242 l . f. Construct A-1 to B-1 Curb and Gutter Trans 9 415 l . f . Construct Curb Only 10 5 ,525 s . f. Construct Concrete Sidewalk 11 2 ,820 s . f. Construct Concrete Cross Gutter 12 2 , 113 s . f. Construct Concrete Driveway 13 1 , 599 Ton Construct Asphalt Concrete . 14 356 l . f. Construct A. C . Berm 15 2 . 8 Ton Seal Coat 16 6 ,249 Ton Construct Aggregate Rock Base 17 5 . 2 Ton Prime Coat 18 2 . 8 Ton Paint Binder 19 1 each Adj . Gate Valve Can to Grade 20 1 each Adj . Manhole to Grade 21 1 each Adj . O. C. S . D. Manhole to Grade 22 15 each Install D-1 Paddles 23 5 each Install Stop Sign ( R. IR. ) 24 1 ,232 l . f . Construct 1 -1 /2 " P . V . C . 25 2 ,632 c .y . Excavation and Grading of R/W on Golden West 26 2 ,676 l . f. Construct 12 " V . C . P . Sewer Item Approximate Unit No Quantity Items with unit price written in words Price Total 27 230 l . f. Construct 12 " V . C . P . Sewer Syphon 28 1 ,365 l . f. Construct 6 " V . C . P . Sewer 29 986 l . f. Construct 4" V. C . P . Sewer 30 13 each Construct Sewer Manhole 31 1 each Construct Drop Manhole 32 1 each Construct O . C. S . D. Manhole 33 10 each Construct Cleanout 34 115 l . f. Remove 18" V . C . P . Sewer 35 2 each Reconstruct Manhole 36 125 l . f. Remove 36" C . M. P . 37 3 ,903 1 . f. Construct 18" R. C. P . ( 1500 D) 38 13232 l . f. Construct 24" R. C. P . ( 1250 D) 39 75 l . f. Construct 12 " R. C . P . ( 1500 D) 40 1 , 135 l . f. Construct 54 " R. C. P . ( 1000 D) 41 100 l . f. Construct 84 " R. C . P . ( 1000 D) 42 L . S . Construct Junction Structure North of Talbert Avenue ( Sta 131 +00 ) 43 L . S . Construct Junction Structure East of Golden West Street ( Sta 144+37 . 06 ) 44 L . S . Construct Junction Structure with Barrier Gate and Trans East of Golden West ( 148+81 . 06 ) 45 L . S . Construct Junction Structure West of Gothard Street (Sta 1 +61 . 08) 46 L . S . Construct Headwall Structure with Rip Rap East of Golden West 47 L . S . Construct Headwall Structure with Rip Rap West of Gothard Street 48 L . S . Construct 20 ' Trans Structure West of Golden West 49 3 each Construct 4 ' Catch Basin Item Approximate U nit No QuantityItems with unit price written in words Price Total 50 2 each Construct 18" C . M. P . Drop Inlet 51 14 each Construct Drainage Manhole 52 85 l . f. Construct Chain Link Fence Including 15 ' Gate 53 L . S . Alternate "A" Lower in Place 2-8" Standard Oil Lines 54 L . S . Alternate "B " Install 2-8" Standard Oil Lines with City Furnish Pipe and Remove Existing in Alternate "A" Bidder understands that the Owner reserves the right to reject any or all bids and to waive any informalities in the bidding . The bidder agrees that this bid shall be good and may not be with- drawn for a period of 30 calendar days after the scheduled closing time for receiving bids . Upon receipt of written notice of the acceptance of this bid , Bidder will execute the formal contract attached within 10 days and deliver a Surety Bond or Bonds as required by Paragraph 29 of the General Conditions . The contract will be awarded on a lump sum basis . The first deduc- tive alternate shall be Number 7 . If alternate Number 7 is not re- quired , then alternates 1 through 6 shall be used as desired by the Owner to arrive at an acceptable bid. The bid security attached in the sum of ( $ ) is to become the property of the Owner in the event the contract and bond are not executed within the time above set forth , as liquidated damages for the delay and additional expense to the Owner caused thereby . Respectfully submitted : By : Signature ( SEAL - if bid is by a corporation ) (Title) Business ress an ip Code ) PROPOSAL SUB-CONTRACTOR - LISTING Pursuant to the Government Code 4100, the Prime Contractor, in order for this proposal to be acceptable for consideration shall furnish the name and location of the place of business of each sub-contractor who will perform work or render service on this project in an amount exceeding one half of one percent of the total bids. WORK TO BE PERFORMED SUB-CONTRACTOR SUB-CONTRACTORS ADDRESS By submission of this proposal, the contractor certifies: 1. That he is able to and will perform the balance of all work which is covered in the above sub-contractor listing. 2. That the City will be furnished copies of all sub-contracts entered into and bonds furnished by sub-contractor for this project. Fens Approved HUD-907 OMB No.63—R1142 7-67 U.S.DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT Instructions For Contractors Regarding Affirmative Action Under Executive Order 11246 (Equal Employment Opportunity) EEO: A CONTRACTUAL OBLIGATION A prime contractor or subcontractor who signs a contract on a Federal or federally-assisted construction project assumes the obligation to take whatever affirmative actions are necessary to assure equal employment opportunity in all aspects of employment, irrespective of race, color, religion, or national origin. it is expected that a con- tractor will carry out that part of his contract pertaining to equal employment opportunity with the same amount of thought and action as he will any other part of the contract. THE AFFIRMATIVE ACTION PROGRAM To do this, the contractor must have a program of affirmative action. The program must be tailored to the particu- lar set of circumstances which apply to the contractor and to the locality, the labor market, and the project (or projects) in which the contractor is involved. It is expected that a contractor's affirmative action program will include actions suited to carrying out the prin- ciples listed in the following pages, to show that top management of the company intends to, and will. exert posi- tive effort to assure equal opportunity in employment. (The actions listed under these principles in the following pages are furnished only as suggestions, and are not intended to limit the kinds of actions which may be taken. A substantial proportion of these or comparable actions are considered feasible for the individual employer,_either on his own or as part of a joint effort with his professional or trade association in the local area.) PROCEDURE FOR SUBMITTING WRITTEN PROGRAM In some cases, submittal of written copies of the program is required. If the box at left is checked, the Xprime contractor is to develop and submit to the applicant,l within 15 days after the preconstruction con- ference (or after receipt of this notice, if the project is already under construction), three copies of his written affirmative action program. Likewise, if the box is checked, the prime contractor is to submit to the appli- cant, within 15 days of awarding each nonexempt2 subcontract of$100.000 or more, three copies of the affirmative action programs of each such subcontractor. An up-to-date copy of each affirmative action program is also to be maintained at the employment site. available for inspection by representatives of the applicant and of the Govern- ment. If the box is not checked, submittal of written copies will not ordinarily be required, but all other aspects of these instructions remain in effect. - FOLLOW-THROUGH 1 To assure compliance with equal employment opportunity requirements and evaluate progress made by a contractor under his affirmative action program, the applicant will observe the contractor's performance on a continuing basis. Compliance reviews will also be made by representatives of the Department of Housing and Urban Development. To be acceptable, affirmative action programs must reflect•current'(as well as past) thought and action on the part of the employer. It is recommended that each contractor and subcontractor keep a file of his equal employment activities and accomplishments. 1 Read (instead of "applicant" wherever it appears) "Applicant's Architect/Engineer" or "LPA" or"LHA" or"Sponsor" where such term is more appropriate. Read "HUD Regional Office" if a direct Federal contract is involved. 2"Nonexempt" as specifically identified by the applicant or a representative of HUD at the preconstruction (or preperformance) conference. PRINCIPLES OF AFFIRMATIVE ACTION AND SUGGESTED STEPS FOR A PROGRAM During the performance of this contract , the contractor agrees as follows : 1 . The contractor will not discriminate against any employee or applicant for employment because of race , color, religion , sex or national origin . The contractor will take affirmative action to ensure that applicants are employed , and that employees are treated during employment , without regard to their race , color , religion , sex , or national origin . Such action shall include , but not be limited to the following: employment , upgrading , demotion , or trans- fer ; recruitment or recruitment advertising ; layoff or termination ; rates of pay or other forms of compensation ; and selection for train- ing , including apprenticeship . The contractor agrees to post in conspicuous places available to employees and applicants for employ- ment, notices to be provided by the contracting officer setting forth the provisions of this nondiscrimination clause . 2 . The contractor will , in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive consideration for employment with- out regard to race , color, religion , sex , or national origin . 3 . The contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding , a notice , to be provided by the agency contracting officer, advising the labor union or workers ' re- presentative of the contractors ' commitments under Section 202 of Executive Order No . 11246 of September 24 , 1965 , and shall post copies of the notice in conspicuous places available to employees and applicants for employment . 4 . The contractor will comply with all provisions of Executive Order No . 11246 of September 24 , 1965 , and of the rules , regulations , and relevant orders of the Secretary of Labor. 5 . The contractor will furnish all information and reports required by Executive Order No . 11246 of September 24 , 1965 , and by the rules , regulations , and orders of the Secretary of Labor, or pursuant there- to, and will permit access to his books , records , and accounts by the contracting agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules , regulations , and orders . 6 . In the event of the contractor ' s noncompliance with the non- discrimination clauses of this contract or with any of such rules , regulations , or orders , this contract may be cancelled , terminated or suspended in whole or in part and the contractor may be declared ineligible for further Government contracts in accordance with pro- cedures authorized in Executive Order No . 11246 of September 24 , 1965 , and such other sanctions may be imposed and remedies invoked as pro- vided in Executive Order No . 11246 of September 24 , 1965 , or by rule , regulations , or order of the Secretary of Labor, or as otherwise 2 provided by law. 7 . The contractor will include the provisions of Paragraphs (1 ) through ( 7 ) in every subcontract or purchase order unless exempted by rules , regulations , or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order No . 11246 of September 24 , 1965 , so that such provisions will be binding upon each subcon- tractor or vendor. The contractor will take such action with re- spect to any subcontract or purchase order as the contracting agency may direct as a means of enforcing such provisions including sanc- tions for noncompliance : Provided , however, That in the event the contractor becomes involved in , or is threatened with litigation with a subcontractor or vendor as a result of such direction by the contracting agency , the contractor may request the United States to enter into such litigation to protect the interests of the United States . (a ) Each contractor having a contract containing the provisions prescribed above shall file , and shall cause each of his sub- contractors to file , Compliance Reports with the contracting agency or the Secretary of Labor as may be directed . Com- pliance Reports shall be filed within such times and shall con- tain such information as to the practices , policies , programs , and employment policies , programs , and employment statistics of the contractor and each subcontractor, and shall be in such form , as the Secretary of Labor may prescribe . ( b ) Bidders or prospective contractors or subcontractors may be required to state whether they have participated in any pre- vious contract subject to the provisions of this Order, or any preceding similar Executive order, and in that event to submit , on behalf of themselves and their proposed subcontractors , Com- pliance Reports prior to or as an initial part of their bid or negotiation of a contract . ( c ) Whenever the contractor or subcontractor has a collective bar- gaining agreement or other contract or understanding with a labor union or an agency referring workers or providing or supervising apprenticeship or training for such workers , the Compliance Report shall include such information as to such labor union ' s or agency ' s practices and policies affecting compliance as the Secretary of Labor may prescribe : Provided, That to the extent such information is within the exclusive possession of a labor union or an agency referring workers or providing or supervising apprenticeship or training and such labor union or agency shall refuse to furnish such information to the contractor , the contractor shall so certify to the con- tracting agency as part of its Compliance Report and shall set forth what efforts he has made to obtain such information . (d ) The contracting agency or the Secretary of Labor may direct that any bidder or prospective contractor or subcontractor shall submit , as part of his Compliance Report , a statement in writing , signed by an authorized officer or agent on behalf of any labor union or any agency referring workers or providing 3 or supervising apprenticeship or other training , with which the bidder or prospective contractor deals , with supporting infor- mation , to the effect that the signer' s practices and policies do not discriminate on the grounds of race , color, religion , sex or national origin , and the signer either will affirma- tively cooperate in the implementation of the policy and pro- visions of this order or that it consents and agrees that re- cruitment , employment , and the terms and conditions of employ- ment under the proposed contract shall be in accordance with the purposes and provisions of the order. In the event that the union , or the agency shall refuse to execute such a state- ment , the Compliance Report shall so certify and set forth what efforts have been made to secure such a statement and such addi - tional factual material as the contracting agency or the Secre- tary of Labor may require . 4 FOR INFORMATION ONLY : General Contractor and all Subcontractors exceeding $100 ,000 . 00 of work shall fill out this form . DATE: FROM: SUBJECT: EQUAL OPPORTUNITY REPORT FOR MONTH OF COMPANY PROJECT NO. PRIM CONTRACTOR SUBCONTRACTOR SPANISH TOTAL CRAFT LEVEL SPEAKING ORIENTAL NEGRO INDIAN CAUCASIAN EMPLOY Administration & Supervision Foremen Journeymen & Mechanics Helpers Apprentices Foremen Journeymen & Mechanics Helpers Apprentices Foremen Journeymen & Mechanics Helpers Apprentices Foremen Journeymen & Mechanics Helpers Apprentices Foremen Journeymen & Mechanics Helpers Apprentices TOTALS * Supervision stall include Company personnel, not foreman for Union Hiring Hall referral. AFFIRMATIVE ACTION TAKEN: 60/69 D Form Approved Budget Bureau No.63R 1137 U. S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT CERTIFICATION OF BIDDER REGARDING EQUAL EMPLOYMENT OPPORTUNITY INSTRUCTIONS This certification is required pursuant to Executive Order 11246 (30 F. R. 12319-25). The implementing rules and regulations provide that any bidder or prospective contractor,or any of their proposed subcontractors,shall state as an initial part of the bid or negotiations of the contract whether it has participated in any previous contract or sub- contract subject to the equal opportunity clause;and,if so,whether it has filed all compliance reports due under applicable instructions. Where the certification indicates that the bidder has not filed a compliance report due under applicable instructions, such bidder shall be required to submit a compliance report within seven calendar days after bid opening. No contract shall be awarded unless such report is submitted. CERTIFICATION BY BIDDER Bidder's Name: Address and Zip Code: 1. Bidder has participated in a previous contract or subcontract subject to the Equal Opportunity Clause. Yes ❑ No ❑ (If answer is yes, identify the most recent contract.) 2. Compliance reports were required to be filed in connection with such contract or subcontract. Yes ❑ No ❑ (If answer is yes, identify the most recent contract.) 3. Bidder has filed all compliance reports due under applicable instructions, including SF-100. Yes ❑ No ❑ None Required ❑ 4. If answer to item 3 is"No,"please explain in detail on reverse side of this certification. Certification—The information above is true and complete to the best of my knowledge and belief. Name and Title of Signer(Please Type) Signature Date HUD-4238-CD-1 (3-70) Previous Edition is Obsolete GPO e92-820 FORM APPROVED BUDGET BUREAU NO. 63.R1138 HUD-4238-CD-2 (2-67) U.S.DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT CERTIFICATION BY PROPOSED SUBCONTRACTOR REGARDING EQUAL EMPLOYMENT OPPORTUNITY NAME OF PRIME CONTRACTOR PROJECT NO. INSTRUCTIONS This certification is required pursuant to Executive Order 11246 (30 F.R. 12319-25). The implementing rules and regulations provide that any bidder or prospective contractor, or any of their proposed subcontractors, shall state as an initial part of the bid or negotiations of the contract whether it has participated in any previous contract or sub- contract subject to the equal opportunity clause; and, if so, whether it has filed all compliance reports due under applicable instructions. Where the certification indicates that the subcontractor has not filed a compliance report due under applicable in- structions, such subcontractor shall be required to submit a compliance report before the owner approves the sub- contract or permits work to begin under the subcontract. SUBCONTRACTOR'S CERTIFICATION Subcontractor's Name: Address: 1. Bidder has participated in a previous contract or subcontract subject to the Equal Opportunity Clause. Yes F-1 No [::] 2. Compliance reports were required to be filed in connection with such contract or subcontract. Yes = No = 3. Bidder has filed all compliance reports due under applicable instructions, including SF-100. Yes 0 No = None Required = 4. If answer to item 3 is "No," please explain in detail on reverse side of this certification. Certification — The information above is true and complete to the best of my knowledge and belief. NAME AND TITLE OF SIGNER (Please Type) SIGNATURE DATE GP 0 9 28.8 12 U. S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT NUD-4238—E (2-66) (Formerly CFM298-E) HID BOND KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned, as Principal, and as Surety, are hereby held and firmly bound unto as owner in the penal sum of for the payment of which, well and truly to be made, we hereby jointly and sever- ally bind ourselves, our heirs, executors, administrators, successors and assigns. Signed, this day of 196—. The condition of the above obligation is such that whereas the Principal has submitted to __- a certain Bid, attached hereto and hereby made a part hereof to enter into a contract in writing, for the -- NOW, THEREFOR, (a) If said Bid shall be rejected, or in the alternate, (b) If said Bid shall be accepted and the Principal shall execute and deliver a contract in the Form of Contract attached hereto (properly completed in accordance with said Bid) and shall furnish a bond for his faithful per- formance of said contract. and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the agreement created by the acceptance of said Bid, then this obligation shall be void., otherwise the same shall remain in force aad ef- fect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall. in no event. exceed the penal amount of this ob- ligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of the time within which the Owner ■ay accept such Bid: and said Surety does hereby waive notice of any such extension. IN WITNESS WHEREOF. the Principal and the Surety have hereunto set their hands and seals, and such of thew as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. (L.S. ) Principal Surety SEAL BY: GPO 927.8R2 U.S.DEPARTMENT OF MOUSING AND URBAN DEVELOPMENT WATER AND SEWER FACILITIES GRANT PROGRAM GENERAL CONDITIONS i. Contract and Contract Documents The project to be constructed pursuant to this contract will be financed with assistance from the Department of Housing and Urban Development and is subject to all applicable Federal laws and regulations. The Plans, Specifications and Addenda, hereinafter enumerated in Paragraph 1 of the Supplemental General Conditions shall form part of this Contract and the provisions thereof shall be as binding upon the parties hereto as if they were herein fully set forth. The table of contents, titles, headings, running headlines and marginal notes contained herein and in said documents are solely to facilitate reference to various provisions of the Contract Documents and in no way affect, limit or cast light on the interpretation of the provisions to which they refer. Contents* 1. Contract and Contract Documents 29. Contract Security 2. Definitions 30. Additional or Substitute Bond 3. Additional Instructions and Detail 31. Assignments Drawings 32. Mutual Responsibility of Contractors 4. Shop or Setting Drawings 33. Separate Contracts 5. Materials, Services, and Facilities- 34. Subcontracting 6. Contractor's Title to Materials 35. Architect/Engineer's Authority 7. Inspection and -Testing of Materials 36. Stated Allowances 8. "Or Equal" Clause 37. Use of Premises and Removal of Debris 9. Patents 38. Quantities Of Estimate 10. Surveys, Permits and Regulations 39. Lands and Rights-of-Way 11. Contractor's Obligations 40. General Guaranty 12. Weather Conditions 41. Conflicting Conditions 13. Protection of Work and Property-- 42. Notice and Service Thereof Emergency 43. Required Provisions Deemed Inserted 14. Inspection 44. Protection of Lives and Health 15. Reports, Records and Data 45. Subcontracts 16. Superintendence by Contractor 46. Equal Employment Opportunity 17. Changes in Work 47. Interest of Member of Congress 18. Extras 48. Other Prohibited Interests 19. Time for Completion and Liquidated 49. Use Prior to Owner's Acceptance Damages 50. Photographs 20. Correction of Work 51. Suspension of Work 21. Subsurface Conditions Found Different 52. Minimum Wages 22. Claims for Extra Cost 53. Withholding Payments 23. Right of Owner to Terrpinate Contract 54. Payrolls and Payroll Records 24. Construction Schedule and Periodic 55. Apprentices Estimates 56. Compliance with Copeland Anti-Kick- 25. Payments to Contractor back Act 26. Acceptance of Final Payment as Release 57. Overtime 27. Payments by Contractor 58. Signs 28. Insurance 59. Employment Practices 60. Contract Termination; Debarment -Soo alphabetical subject index at end. MUD-4238S(9-70) Previous edition Is obsolete 2. Definitions The following terms as used in this contract are respectively defined as follows: {a) "Contractor": A person, firm or corporation with whom the contract is made by the Owner. (b) "Subcontractor": A person, firm or corporation supplying labor and materials or only labor for work at the site of the project for, and under separate contract or agreement with, the Contractor. (c) "Work on (at) the project": Work to be performed at the location of the project, includ- ing the transportation of materials and supplies to or from the location of the project by employees of the Contractor and any Subcontractor. 3. Additiodal Instructions and Detail Drawings The Contractor will be furnished additional instructions and detail drawings as necessary to carry out the work included in the contract. The additional drawings and instructions Yhua supplied to the Contractor will coordinate with the Contract Documents and will be so prepared that they can be reasonably interpreted as part thereof. The Contractor shall carry out the work in accordance with the additional detail drawings and instructions. The Contractor and the Architect/Engineer will prepare jointly (a) a schedule, fixing the dates at which special detail drawings will be required, such drawings, if any, to be furnished by the Architect/Engineer in accordance with said schedule, and (b) a schedule fixing the respective dates for the submission of shop drawings, the beginning of manufacture, test- ing and installation of materials, supplies and equipment,and the completion of the various parts of the work; each such schedule-to be subject to change from time to time in accord- ance with the progress of the work. 4. Shop or Setting Drawings The Contractor shall submit promptly to the Architect/Engineer two copies of each shop or setting drawing prepared in accordance with the schedule predetermined as aforesaid. After examination of such drawings by the Architect/Engineer and the return thereof, the Contractor shall make such corrections to -the drawings as have been indicated and shall furnish the Architect/Engineer with two corrected copies. If requested by the Architect/ Engineer the Contractor must furnish additional copies. Regardless of corrections made in or approval given to such drawings by the Architect/Engineer, the Contractor will never- theless be responsible for the accuracy of such drawin s and for their conformity to the Plans and Specifications, unless he notifies the Architect in writing of any devia- tions at the time he furnishes such drawings. 5. Materials, Services, and Facilities (a) It is understood that except as otherwise specifically stated in the Contract Documents, the Contractor shall provide and pay for all materials, labor, tools, equipment, water, light, power, transportation, superintendence, temporary construction of every nature, and all other services and facilities of every nature whatsoever necessary to execute, complete, and deliver the work within the specified time. (b) Any work necessary to be performed after regular working hours, on Sundays or Legal Holidays, shall be performed without additional expense to the Owner. 6. Contractor's Title to Materials No materials or supplies for the work shall be purchased by the Contractor or by any Sub- contractor subject to any chattel mortgage or under a conditional sale contract or other agreement by which an interest is retained by the seller. The Contractor warrants that he. has --good title to all materials -and supplies used by him in the work, free from all liens, claims or encumbrances. 2 Huo-4234s(9-70) r 7. Inspection and Testing of Materials (a) All materials and equipment used in the construction of the project shall be subject to adequate inspection and testing in accordance with accepted standards. The laboratory or inspection agency shall be selected by the Owner. The Owner will pay for all labo- ratory inspection service direct, and not as a part of the contract. (b) Materials of construction, particularly those upon which the strength and durability of the structure may depend, shall be subject to inspection and testing to establish con- formance with specifications and suitability for uses intended. 8. "Or Equal" Clause Whenever, a material, article or piece of equipment is identified on the plans or in the specifications by reference to manufacturers' or vendors' names, trade names, catalogue numbers, etc., it is intended merely to establish a standard; and, any material, article, or equipment of other manufacturers and vendors which will perform adequately the duties imposed by the general design will be considered equally acceptable provided the material, article, or equipment so proposed, is, in the opinion of the Architect/Engineer, of.equal substance and function. It shall not be purchased or installed by the contractor without the Architect/Engineer's written approval. 9. Patents (a) The Contractor shall hold and save the Owner and its officers, agents, servants, and employees harmless from liability of any nature or kind, including cost and expenses for, or on account of, any patented or unpatented invention, process, article, or appliance manufactured or used in the performance of the contract, including its use by the Owner, unless otherwise specifically sti ulated in the Contract Documents. (b) License or Royalty Fees: License and7or Royalty Fees for the use of a process which is authorized by the Owner of the project must be reasonable, and paid to the holder of the patent, or his authorized licensee, direct by the Owner and not by or through the Contractor. (c) If the Contractor uses any design, device or materials covered by letters, patent or, copyright, he shall provide for such use by suitable agreement with the Owner of such patented or copyrighted design, device or material. It is mutually agreed and under- stood, that, without exception, the contract prices shall include all royalties or costs arising from the use of such design, device or materials, in any way involved in the work. The Contractor and/or his Sureties shall indemnify and save harmless the Owner of the project from any and all claims for infringement by reason of the use of such patented or copyrighted design, device or materials or any trademark or copyright in connection with work agreed to be performed under this contract, and shall indemnify the Owner for any cost, expense or damage which it may be obliged to pay by reason of such infringement at any time during the prosecution of the work or after completion of the work. 10. Surveys, Permits, and Regulations Unless otherwise expressly provided for in the Specifications,the Owner will furnish to the Contractor all surveys necessary for the execution of the work. The Contractor shall procure and pay all permits, licensee and approvals necessary for the execution of his contact. The Contractor shall comply with all laws, ordinances, rules, orders, and regulations re- lating to performance of the work, the protectionof adjacent property, and the maintenance of passageways, guard fences or other protective facilities. 11. Contractor's Obligations The Contractor shall and will, in good workmanlike manner, do and perform all work and furnish all supplies and materials, machinery, equipment, facilities and means, except.as i 3 MUD-4238S(9-70) i herein otherwise expressly specified, necessary or proper toperform and complete all the work required by this contract, within the time herein specified, in accordance with the provisions of this contract and said specifications and. in accordance with the plans and drawings covered by this contract any and all supplemental plans and drawings, and in accordance with the directions of the Architect/Engineer as given from time to time during the progress of the work. He shall furnish, erect, maintain, and remove such construction plant and such temporary works as may be required. The Contractor shall observe, comply with,and be subject to all terms, conditions, require- ments, and limitations of the contract and specifications, and shall do, carry on, and com- plete the entire work to the satisfaction of the Architect/Engineer and the Owner. 12. Weather Conditions In the event of temporary suspension of work,or during inclement weather, or whenever the Architect/Engineer shall direct, the Contractor will, and will cause his subcontractors to protect carefully his and their work and materials against.damage or injury from the weather. If, in the opinion of the Architect/Engineer, any work or-materials shall have been damaged or injured by reason of failure on the part of the Contractor or any of his Subcontractors so to protect his work, such materials shall be removed and replaced at the expense of the Contractor. 13. Protection of Work and Property--Emergency The Contractor shall at all times safely guard the Owner's property from injury or loss in connection with this contract. He shall at all times safely guard and protect his own work, and that of adjacent property from damage. The Contractor shall replace or make good any such damage, loss or injury unless such be caused directly by errors contained in the con- tract or by the Owner, or his duly authorized representatives. In case of an emergency which threatens loss or injury of property, and/or safety of life, the Contractor will be allowed to act, without previous instructions from the Architect/ Engineer•, in a diligent manner. He shall notify the Architect/Engineer immediately there- after. Any claim for compensation by the Contractor due to such extra work shall be promptly submitted to the Architect/Engineer for approval. Where the Contractor has not taken action but has notified the Architect/Engineer of an emergency threatening injury to persons or damage to the work or any adjoining property, he shall act as instructed or authorized by the Architect/Engineer. The amount of reimbursement claimed by the Contractor on account of any emergency action shall be determined in the manner provided in Paragraph 17 of the General Condi- tions. 14. Inspection The authorized representatives and agents of the Department of Housing and Urban Develop- ment shall be permitted to inspect all work, materials, payrolls, records of personnel, invoices of materials, and other relevant data and records. 15. Reports, Records, and Data The Contractor shall submit to the Owner such schedule of quantities and costs, progress schedules, payrolls, reports, estimates, records and other data as the Owner may request concerning work performed or to be performed under this contract. 16. Superintendence by Contractor At the site of the work the Contractor shall employ a construction superintendent or fore- man who shall have full authority to act for the Contractor. It is understood that such representative shall be acceptable to the Architect/Engineer and shall be one who can be continued in that capacity for the particular job involved unless lie.ceases to be on the Contractor's payroll. 4 Mua-4238s(1-70) 1 17. Changes in Work No changes in the work covered by the approved Contract Documents shall be made with- out having prior written approval of the Owner. Charges or credits for the work covered by the approved change shall be determined by one or more, or a combination of the fol- lowing methods: (a) Unit bid prices previously approved. (b) An agreed lump sum. (c) The actual cost of: 1. Labor, including foremen; 2. Materials entering permanently into the work; 3. The ownership or rental cost of construction plant and equipment during the time of use on the extra work; 4. Power and consumable supplies for the operation of power equipment; 5. Insurance; 6. Social Security and old age and unemployment contributions. To the cost under (c) there shallbe added a fixed fee to be agreed upon but not to exceed fifteen percent (15016) of the actual cost of the work. The fee shall be compensation to cover the cost of supervision, overhead, bond, profit and any other general expenses. 18. Extras Without invalidating the contract, the Owner may order extra work or make changes by altering, adding to or deducting from the work,the contract sum being adjusted accordingly, and the consent of the Surety being first obtained where necessary or desirable. All the work of the kind bid upon shall be paid for at the price stipulated in the proposal, and no claims for any extra work or materials shall be allowed unless the work is ordered in writing by the Owner or its Architect/Engineer, acting officially for the Owner, and the price is stated in such order. 19. Time for Completion and Liquidated Damages It is hereby understood and mutually agreed, by and between the Contractor and the Owner, that the date of beginning and the time for completion as specified in the contract of the work to be done hereunder are ESSENTIAL CONDITIONS of this contract; and it is further mutually understood and agreed that the work embraced in this contract shall be commenced on a date to be specified in the "Notice to Proceed." The Contractor agrees that said work shall be prosecuted regularly, diligently, and un- interruptedly at such rate of progress as will insure full completion thereof within the time specified. It is expressly understood and agreed, by and between the Contractor and the Owner, that the time for the completion of the work described herein is a reasonable time for the completion of the same, taking into consideration the average climatic range and usual industrial conditions prevailing in this locality. If the said Contractor shall neglect, fail or refuse to complete the work within the time herein specified, or any proper extension thereof grantedby the Owner, then the Contractor does hereby agree, as a part consideration for the awarding of this contract, to pay to the Owner the amount specified in the contract, not as a penalty but as liquidated damages for such breach of contract as hereinafter set forth, for each and every calendar day that the Contractor shall be in d4fault after the time stipulated in the contract for completing the work. The said amount is fixed and agreed upon by and between the Contractor and the Owner because of the impracticability and extreme difficulty of fixing and ascertaining the actual damages the Owner would in suchevent sustain, and said amount is agreed to be the amount of damages which the Owner would sustain and said amount shall be retained from time to time by the Owner from current periodical estimates. It is further agreed that time is of the essence of each and every portion of this contract and of the specifications wherein 2 definite and certain length of time is fixed for the performance of any act whatsoever; and where under the contract an additional time is 5 MUD-I238S(9-70) allowed for the completion of any work, the new time limit fixed by such extension shall be of the essence of this contract. Provided, that the Contractor shall not be charged with liquidated damages or any excess cost whenthe Owner determines that the Contractor is without fault and the Contractor's reasons for the time extension are acceptable to the Owner; Provided, further, that the Contractor shall not be charged with liquidated damages or any excess coat when the delay in completion of the work'is due: (a) To any preference, priority or allocation order duly issued by the Government: ; (b) To unforeseeable cause beyond the control and without the fault or negligence of the y Contractor, including, but not restricted to, acts of God, or of the public enemy, acts of the Owner, acts of another Contractor in the performance of a contract with the Owner, fires, floods, epidemics, quarantine restrictions, strikes, freight embargoes, and severe weather; and (c) To any delays of Subcontractors or suppliers occasioned by any of the causes specified in subsections (a) and (b) of this article: Provided, further, that the Contractor shall, within ten (10) days from the beginning of such delay, unless the Owner shall grant a further period of time prior to the date of final settlement of the contract, notify the QWper, in writing, of the causes of the delay, who shall ascertain the facts and extent of-the delay and notify the Contractor within a reason- able time of its decision in the matter. 20. Correction of Work i I All- work, all materials, whether incorporated in the work or not, all processes of manu- facture, and all methods of construction shall be at all times and places subject to the inspection of the Architect/Engineer who shall be the final judge of the quality and suit- ability of the work, materials, processes of manufacture, and methods of construction for the purposes for which they are used. Should they fail to meet his approval they shall be forthwith reconstructed, made good, replaced and/or corrected, as the case may be, by the Contractor at his own expense. Rejected material shall immediately be removed from the site. If, in the opinion of the Architect/Engineer, it is undesirable to replace any defective or damaged materials or to reconstruct or correct any portion of the work injured or not performed in accordance with the Contract Documents, the compensation to be paid to the Contractor hereunder shall be reduced by such amount as in the judgment of the Architect/Engineer shall be equitable. d 21. Subsurface Conditions Found Different Should the Contractor encounter sub-surface and/or latent conditions at the site materially differing from those shown on the Plans or indicated in the Specifications, he shall imme- diately give notice to the Architect/Engineer of such conditions before they are disturbed. The Architect/Engineer will thereupon promptly investigate the conditions, and if he finds i that they materially differ from those shownonthe Plans or indicated in the Specifications, li he will at once make such changes in the Plans and/or Specifications as he may find nec- essary, any increase or decrease of cost resulting from such changes to be adjusted in the manner provided in Paragraph 17 of the General Conditions. ` ZZ. Claims for Extra Cost No claim for extra work or cost shall be allowed unless the same was done in pursuance of a written order of the Architect/Engineer approved by the Owner, as aforesaid, and the claim presented with the first estimate after the changed or extra work is done. When work is performed under the terms of subparagraph 17(c) of the General Conditions, the Contractor shall furnish satisfactory bills, payrolls and vouchers covering all items of cost and when requested by the Owner, give the Owner access to accounts relating thereto. 23. Right of the Owner to Terminate Contract In the event that any of the provisions of this contract are violated by the Contractor, or by any of his subcontractors, the Owner may serve. written notice.upon the Contractor and the Surety of its intention to terminate-the-contract,.such notices .to contain the reasons for 6 HUD-42385(9-70) such intention to terminate the contract, and unless within ten (10) days after the serving of such notice upon the Contractor, such violation or delay shall cease and satisfactory arrangement of correction be made, the contract shall, upon the expiration of said ten (10) days, cease and terminate. In the event of any such termination, the Owner shall imme- diately serve notice thereof upon the Surety and the Contractor and the Surety shall have the right to take over and perform the contract; Provided, however, that if the Surety does not commence performance thereof within ten (10) days from the date of the mailing to such Surety of notice of termination, the Owner may take over the work and prosecute the same to completion by contract or by force account for the account and at the expense of the Contractor and the Contractor and his Surety shall be liable to the Owner for any ex- cess cost occasioned the Owner thereby, and in such event the Owner may take possession of and utilize in completing the work, such materials, appliances, and-plant as may be on the site of the work and necessary therefor. 24. Construction Schedule and Periodic Estimates Immediately after execution and delivery of the contract, and before the first partial pay- ment is made, the Contractor shall deliver to the Owner an estimated construction progress schedule in form satisfactory to the Owner, showing the proposed dates of commencement and completion of each of the various subdivisions of work required under the Contract Documents and the anticipated amount of each monthly payment that will become due the Contractor in accordance with the progress schedule. The Contractor shall also furnish on forms to be supplied by the Owner (a) a detailed estimate giving a complete breakdown of the contract price and (b) periodic itemized estimates of work done for the purpose of making partial payments thereon. The costs employed in making up any of these schedules will be used only for determining the basis of partial payments and will not be considered as fixing a basis for additions to or deductions from the contract price. 25. Payments to Contractor (a) Not later than the 15th day of each calendar month the Owner shall make a progress payment to the Contractor on the basis of a duly certified and approved estimate of the work performed during the preceding calendar month under this contract, but to insure the proper performance of this contract,the Owner shall retain ten percent (10%) of the amount of each estimate until final completion and acceptance of all work covered by this contract: Provided, that the Contractor shall.submit his estimate not later than the first day of the month; Provided, further, that the Owner at any time after fifty percent (50%i) of the work has been completed, if it finds that satisfactory progress is being made, may make any of the remaining progress payments in full; Provided, further, that on completion and acceptance of each separate building, public work, or other division of the contract, on which the price is stated separately in the contract, payment may be made in full, including retained percentages thereon, less authorized deductions. (b) In preparing estimates the material delivered on the site and preparatory work done may be taken into consideration. (c) All material and work covered by partial payments made shall thereupon become the sole property of the Owner, but this provision shall not be construed as relieving the Contractor from the sole responsibility for the care and protection of materials and work upon which payments have been made or the restoration of any damaged work, or as a waiver of the right of the Owner to require the fulfillment of all of the terms of the contract. (d) Owner's Right to Withhold Certain Amounts and Make Application Thereof: The Con- tractor agrees that he will indemnify and save tTie Owner harmless from' all claims growing out of the lawful demands of subcontractors, laborers, workmen, mechanics, materialmen, and furnishers of machinery and parts thereof, equipment, power tools, and all supplies, including commissary, incurred in the furtherance of the performance of this contract. The Contractor shall, at the Owner's request, furnish satisfactory evidence that all obligations of the nature hereinabove designated have been paid, dis- charged, or waived. If the Contractor fails so to do, then the Owner may, after having served written notice on the said Contractor,either pay unpaid bills, of which the Owner has written notice, direct, or withhold from the Contractor's unpaid compensation a sum of money deemed reasonably sufficient to pay any and all such lawful claims until satisfactory evidence is furnished that all liabilities have been fully discharged where- upon payment to the Contractor shall be resumed, in accordance with the terms of this 7 MUD-42365(9-70) contract, but in no event shall the provisions of this sentence be construed to impose any obligations upon the Owner to either the Contractor or his Surety. In paying any unpaid bills of the Contractor, the Owner shall be deemed the agent of the Contractor, and any payment so made by the Owner shall be considered as a payment made under the contract by the Owner to the Contractor and the Owner shall not be liable to the Contractor for any such payments made in good faith. 26. Acceptance of Final Payment Constitutes Release The acceptance by the Contractor of final payment shall be and shall operate as a release to the Owner of all claims andallliability to the Contractor for all things done or furnished in connection with this work and for every act and neglect of the Owner and others relating to or arising out of this work. No payment, however, final or otherwise, shall operate to release the Contractor or his sureties from any obligations under this contract or the Performance and Payment Bond. 27. Payments by Contractor The Contractor shall pay (a) for all transportation and utility services not later than the 20th day of the calendar month following that in which services are rendered, (b) for all materials, tools, and other expendable equipment to the extent of ninety percent (90%) of the cost thereof, not later than the 20th day of the calendar month following that in which such materials, tools, and equipment are delivered at the site of the project, and the balance of the cost thereof, not later than the 30th day following the completion of that part of the work in or on which such materials, tools, and equipment are incorporated or used, and (c) to each of his subcontractors, not later than the 5th day following each payment to the Contractor, the respective amounts allowed the Contractor on account of the work per- formed by his subcontractors to the extent of each subcontractor's interest therein. 28. Insurance The Contractor shall not commence work under this contract until he has obtained all the insurance required under this paragraph and such insurance has been approved by the Owner, nor shall the Contractor allow any subcontractor to commence work on his sub- contract until the insurance required of the subcontractor has been so obtained and approved. (a) Compensation Insurance: The Contractor shall procure and shall maintain during the life of this contract Workmen's Compensation Insurance as required by applicable State or territorial law for all of his employees to be engaged in work at the site of the pro- ject under this contract and, in case of any such work sublet, the Contractor shall re- quire the subcontractor similarly to provide Workmen's Compensation Insurance for all of the latter's employees to be engaged in such work unless such employees are covered by the protection affordedbytheContractor's Workmen's Compensation Insur- ance. In case any class of employees engaged in hazardous work on the project under this contract is not protected under the Workmen's Compensation Statute, the Contractor shall provide and shall cause each subcontractor to provide adequate employer's liability insurance for the protection of such of his employees as are not otherwise protected. (b) Contractor's Public Liability and Property Damage Insurance and Vehicle Liability Insurance: The Contractor shall procure and shall maintain during the life of this con- tract Contractor's Public Liability Insurance, Contractor's Property Damage Insurance and Vehicle Liability Insurance in the amounts specified in the Supplemental General Conditions. (c) Subcontractor's Public Liability and Property Damage Insurance and Vehicle Liability Insurance: The Contractor shall either 1 require each of his subcontractors to pro- cure and to maintain during the life of his subcontract, Subcontractor's Public Liability and Property Damage Insurance and Vehicle Liability Insurance of the type and in the amounts specified in the Supplemental General Conditions specified in subparagraph (b) hereof or, (2) insure the activities of his policy, specified in subparagraph (b) hereof. (d) Scope of Insurance and Special Hazards: The insurance required under subparagraphs (b) and c) hereof shall provide adequate protection for the Contractor and his subcon- tractors, respectively, against damage claims which may arise from operations under 8 MUD-4236S(9-70) Ta this contract, whether such operations be by the insured or by anyone directly or in- directly employed by him and, also against any of the special hazards which may be encountered in the performance of this contract as enumerated in the Supplemental General Conditions. (e) Builder's Risk Insurance (Fire and Extended Coverage): Until the project is completed and accepted by the Owner, the Owner,or Contractor (at the Owner's option as indicated in the Supplemental General Conditions, Form HUD-4238-N) is required to maintain Builder's Risk Insurance (fire and extended coverage) ona'100 percent completed value basis on the insurable portionof the project for the benefit of the Owner, the Contractor, subcontractors as their interests may appear. The Contractor shall not include any costs for Builder's Risk Insurance (fire and extended coverage) premiums during con- struction unless the Contractor is required to provide such insurance; however, this provision shall not release the Contractor from his obligation to complete, according to plans and specifications, the project covered by the contract, and the Contractor and his Surety shall be obligated to full performance of the Contractor's undertaking. (f) Proof of Carriage of Insurance: The Contractor shall furnish the Owner with certificates showing the type, amount, class of operations covered, effective dates and date of ex- piration of policies. Such certificates shall also contain substantially the following state- ment: "The insurance covered by this certificate will not be cancelled or materially altered, except after ten (10) days written notice has been received by the Owner." 29. Contract Security The Contractor shall furnish a performance bond in an amount at least equal to one hundred percent (1000/6) of the contract prices as security for the faithful performance of this con- tract and also a payment bond in an amount not less than one hundred percent(100%) of the contract price or in a penal sum not less than that prescribed by State, territorial or local law, as security for the payment of all persons performing labor on the project under this contract and furnishing materials in connection with this contract. The performance bond and the payment bond maybe in one or in separate instruments in accordance with local law. 30. Additional or Substitute Bond If at any time the Owner for justifiable cause shall be or become dissatisfied with any surety or sureties, then upon the Performance or Payment Bonds, the Contractor shall within five (5) days after notice from the Owner so to do, substitute an acceptable bond (or bonds) in such form and sum and signed by such other surety or sureties as may be satisfactory to the Owner. The premiums on such bond shall be paid-by the Contractor. No further payments shall be deemed due nor shall be made until the new surety or sureties shall have furnished such an acceptable bond to the Owner. 31. Assignments The Contractor shall not assign the whole or any part of this contract or any moneys due or to become due hereunder without written consent of the Owner. In case the Contractor assigns all or any part of any moneys due or to become due under this contract, the in- strument of assignment shall contain a clause substantially to the effect that it is agreed that the right of the assignee in and to any moneys due or to become due to the Contractor shall be subject to prior claims of all persons, firms and corporations of services rendered or materials supplied fof the performance of the work called for in this contract. 32. Mutual Responsibility of Contractors If, through acts of neglect on the part of the Contractor, any other Contractor or any sub- contractor shall suffer loss or damage on the work, the Contractor agrees to settle with such other Contractor or subcontractor by agreement or arbitration if such other Con- tractor or subcontractors will so settle. If such other Contractor or subcontractor shall assert any claim against the Owner on account of any damage alleged to have been sus- tained, the Owner shall notify the Contractor, who shall indemnify and save harmless the Owner against any such claim. 9 HUD-4238S(9-70) 33. Separate Contract The Contractor shall coordinate his operations withthose of other Contractors. Cooperation will be required in the arrangement for the storage of materials and in the detailed execu- tion of the work. The Contractoro including his subcontractors, shall keep informed of the -progress and the detail work of other Contractors and shall notify the Architect/Engineer immediately of lack of progress or defective workmanship on the part of other Contractors. Failure of a contractor to keep informed of the work progressing on the site and failure to give notice of lack of progress or defective workmanship by others shall be construed as acceptance by him of the status of the work as being satisfactory for proper coordination with hiss own work. 34. Subcontracting (a) The Contractor may utilize the services of specialty subcontractors on those parts of the work which, under normal contracting practices, are performed by specialty sub- contractors. (b) The Contractor shall not award any work to any subcontractor without prior written approval of the Owner, which approval will not be given until the Contractor submits to the Owner a written statement concerning the proposed award to the subcontractor, which statement shall contain such information as the Owner may require. (c) The Contractor shall be as fully responsible to the Owner for the acts and omissions of his subcontractors, and of persons either directly or indirectly employed by them, as he is for the acts and omissions of persons directly employed by him. (d) The Contractor shall cause appropriate provisions to be inserted in all subcontracts relative to the work to bind subcontractors to the Contractor by the terms of the General Conditions and other contract documents insofar as applicable to the work of subcon- tractors and to give the Contractor the same power as regards terminating any sub- contract that the Owner may exercise over the Contractor under any provision of the contract documents. (e) Nothing contained in this contract shall create any contractual relation between any subcontractor and the Owner. 35. Architect/Engineer's Authority The Architect/Engineer shall give all orders and directions contemplated under this con- tract and specifications, relative to the execution of the work. The Architect/Engineer shall determine the amount, quality, acceptability, and fitness of the several kinds of work and materials which are to be paid for under this contract and shall decide all questions which may arise in relation to said work and the construction thereof. The Architect/Engineer's estimates and decisions shall be final and conclusive,except as herein otherwise expressly provided. In case any question shall arise between the parties hereto relative to said con- tract or specifications, the determination or decision of the Architect/Engineer shall be a condition precedent to the right of the Contractor to receive any money or payment for work under this contract affected in any manner or to any extent by such question. The Architect/Engineer shall decide the meaning and intent of any portion of the specifica- tions and of any plans or drawings where the same may be found obscure or be in dispute. Any differences or conflicts in regard to their work which may arise between the Contrac- tor under this contract and other Contractors performing work for the Owner shall be adjusted and determined by the Architect/Engineer. s 36. Stated Allowances The Contractor shall include in his proposal the cash allowances stated in the Supplemental General Conditions. The Contractor shall purchase the "Allowed Materials" as directed by the Owner on the basis of the lowest and best bid of at least three competitive bids. If the actual price for purchasing the "Allowed Materials" is more or less than the "Cash Allow- ance," the contract price shall be adjusted accordingly. The adjustment in contract price shall be made on the basis of the purchase price without additional charges for overhead, profit, insurance or any other incidental expenses. The cost of installation of the "Allowed Materials" shall be included in the applicable sections of the Contract Specifications cover- ing this work. 10 HUD-42385(9-70) 37. Use of Premises and Removal of Debris The Contract expressly undertakes at his own expense: (a) to take every precaution against injuries to persons or damage to property; (b) to store his apparatus, materials, supplies ,and equipment in such orderly fashion at the site of the work as will not unduly interfere with the progress of his work or the work of any other contractors; (c) to place upon the work or any part thereof only such loads as are consistent with the safety of that portion of the work; (d) to clean up frequently all refuse, rubbish, scrap materials, and debris caused by his operations, to the end that at all times the site of the work shall present a neat, orderly and workmanlike appearance; (e) before final payment to remove all surplus material,false-work, temporary structures, including foundations thereof, plant of any description and debris of every nature re- sulting from his operations, and to put the site in a neat, orderly condition; (f) to effect all cutting, fitting or patching of his work required to make the same to con- form to the plans and specifications and, except with the consent of the Architect/ Engineer, not to cut or otherwise alter the work of any other Contractor. 38. Quantities of Estimate Wherever the estimated quantities of work to be done and materials to be furnished under this contract are shown in any of the documents including the proposal, they are given for use in comparing bids and the right is especially reserved except as herein otherwise specifically limited, to increase or diminish them as may be deemed reasonably necessary or desirable by the Owner to complete the work contemplated by this contract, and such increase or diminution shall in no way vitiate this contract, nor shall any such increase or diminution give cause for claims or liability for damages. 39. Lands and Rights-of-Way i Prior to the start of construction, the Owner shall obtain all lands and rights-of-way necessary for the carrying out and c o m p 1 e t i on of work to be performed under this contract. 40. General Guaranty Neither the final certificate of payment nor any provision in the Contract Documents,nor partial or entire occupancy of the premises by theOwner, shall constitute an acceptance of work not done in accordance with the Contract Documents or relieve the Contractor of liability in respect to any express warranties or responsibility for faulty materials or workmanship. The Contractor shall remedy any defects inthe work and pay for any damage to other work resulting therefrom, which shall appear within a period of one year from the date of final acceptance of the work unless a longer period is specified. The Owner will give notice of observed defects with reasonable promptness. 41. Conflicting Conditions Any provisions in any of the Contract Documents which may be in conflict or inconsistent with any of the paragraphs in these General Conditions shall be void to the extent of such conflict or inconsistency. i 42. Notice and Service Thereof Any notice to any Contractor from the Owner relative to any part of this contract shall be in writing and considered delivered and the service thereof completed, when said notice is posted, by certified or registered mail, to the said Contractor at his last given address, or delivered in person to the said Contractor or his authorized representative on the work. 11 MUD-4I3IS(9-70). 43. Provisions Required by Law Deemed Inserted Each and every provision of law and clause required by law to be inserted in this contract shall be deemed to be inserted herein and the contract shall be read and enforced as though it were included herein, and if through mistake or otherwise any such provision is not inserted, or is not correctly inserted, then uponthe application of either party the contract shall forthwith be physically amended to make such insertion or correction. 44. Protection of Lives and Health In order to protect the lives and healthof his employees under the contract, the Contractor shall comply with all pertinent provisions of the "Manual of Accident Prevention in Con- struction" issued by the Associated General Contractors of America, Inc., and shall maintain an accurate record of all cases of death, occupational disease, and injury requiring medical attention or causing loss of time from work, arising out of and in the course of employment on work under the contract. He alone shall be responsible for the safety, efficiency, and adequacy of his plant, appliances, and methods, and for any damage which may result from their failure or their improper construction, maintenance, or operation. 45. Subcontracts The Contractor will insert in any subcontracts the sections 52 through 56 contained herein and such other clauses as the Department of Housing and Urban Development may, by instructions require, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts which they may enter into, together with a clause requiring this insertion in any further subcontracts that may in turn be made. 46. Equal Employment Opportunity During the performance of this contract the Contractor agrees as follows: (1) The Contractor will not discriminate against any employee or applicant for employment because of race, creed, color, or national origin. The Contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, creed, color, or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitmentor recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forththe provisions of this nondiscrimi- nation clause. (2) The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive consideration for employment without regard to race, creed, color, or national origin. (3) The Contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the labor union or workers' representative of the Contractor's commitments under Section 202 of Executive Order No. 11246 of September 24, 1965, and shall post copies of the notice in conspicuous places available to employees and appli- cants for employment. (4) The Contractor will comply with all provisions of Executive Order No. 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. (5) The Contractor will furnish all information and reports required by Executive Order No. 11246 of September 24, 1965, and by the rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the Department of Housing and Urban Development and the Secretary of Labor for purposes of investigationto ascertain compliance with such rules, regulations, and orders. (6) In the event of the Contractor's noncompliance with the nondiscrimination clauses of this contract or with any of such rules, regulations, or orders, this contract may be cancelled, terminated, or suspended in whole or in part and the Contractor may be declared ineligible for further Government contracts or Federally-assisted construction 12 MUD-4238S(9-70) I contracts, in accordance with procedures authorized in Executive Order No. 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order No. 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. (7) The Contractor will include the provisions of paragraphs (1) through (7) in every sub- contract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204of Executive Order No. 11246 of Sep- tember 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or pur- chase order as the Department of Housing and Urban Development may direct as a means of enforcing such provisions, including sanctions for noncompliance: Provided, however, that in the event the Contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the Department of Housing and Urban Development, the Contractor may request the United States to enter into such litigation to protect the interests of the United States. 47. Interest of Member of or Delegate to Congress No member of or Delegate to Congress, or Resident Commissioner, shall be admitted to any share or part of this contract or to any benefit that may arise therefrom, but this provision shall not be construed to extend to this contract if made with a corporation for its general benefit. 48. Other Prohibited Interests No official of the Owner who is authorized in such capacity and on behalf of the Owner to negotiate, make, accept or approve, or to take part in negotiating, making, accepting, or approving any architectural, engineering, inspection, construction or material supply contract or any subcontract in connection with the construction of the project, shall become directly or indirectly interested personally in this contractor in any part hereof. No officer, employee, architect, attorney, engineer or inspector of or for the Owner who is authorized in such capacity and on behalf of the Owner to exercise any legislative, executive, super- visory or other. similar functions in connection with the construction of the project, shall become directly or indirectly interested personally in this contract or in any part thereof, any material supply contract, subcontract, insurance contract, or any other contract per- taining to the project. 49. Use and Occupancy Prior to Acceptance by Owner The Contractor agrees to the use and occupancy of a portion or unit of the project before formal acceptance by the Owner, provided the Owner: (a) Secures written consent of the Contractor except in the event, in the opinion of the Architect/Engineer, the Contractor is chargeable with unwarranted delay in final cleanup of punch list items or other contract requirements. (b) Secures endorsement from the insurance-carrier and consent of the surety permitting occupancy of the building or use of the project during the remaining period of construc- tion, or, (c) When the project consists of more thanone building, and one of the buildings is occupied, secures permanent fire and extended coverage insurance, including a permit to com- plete construction. Consent of the surety must also be obtained. t 50. Photographs of the Project If required by the Owner, the Contractor shall furnish photographs of the project, in the quantities and as described in the Supplemental General Conditions. 51. Suspension of Work Should the Owner be prevented or enjoined from proceeding with work either before or after the start of construction by reason of any litigation or other reason beyond the control 13 HUD-4238S(9-70) of the Owner, the Contractor shall not be entitled to make or assert claim for damage by reason of said delay;buttime for completionof the work will be extended to such reasonable time as the Owner may determine will compensate for time lost by such delay with such determination to be set forth in writing. 52. Minimum Wages (a) The Contractor shall post at appropriate conspicuous points at the site of the project a schedule showing all determined minimum wage rates for the various classes of laborers and mechanics to be engaged in work on the project under this contract and all deductions, if any, required by law to be made from unpaid wages actually earned by the laborers and mechanics so engaged. (b) All mechanics and laborers employed or working upon the site of the work will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions, as are permitted by regulations issued by the Secretary of Labor under the Copeland Act (29 CFR Part 3)), the full amounts due at time of payment computed atwage rates not less than those contained in the wage determination decision of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the Contractor and such laborers and mechanics. For the purpose of this clause, contributions made or costs reasonably anticipated under Section 1(b)(2) of the Davis-Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of 29 CFR 5.5(a)(1)(iv). Also for the purpose of this clause, regular contributions made or costs incurred for more than a weekly period under plans, funds, or programs, but covering the particular weekly period, are deemed to be constructively made or incurred during such weekly period. (c) The Department of Housing and Urban Development shall require that any class of laborers or mechanics which is not listed in the wage determination and which is to be employed under the contract, shall be classified or reclassified conformably to the wage determination, and a report of the action taken shall be sent by the Department of Housing and'Urban Development to the Secretary of Labor. In the event the interested parties cannot agree on the proper classification or reclassification of a particular class of laborers and mechanics to be used, the question accompanied by the recom- mendation of the Department of Housing and Urban Development shall be referred to the Secretary for final determination. (d) The Department of Housing and Urban Development shall require, whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as anhourly wage rate and the Contractor is obli- gated to pay a cash equivalent of such fringe benefit, an hourly cash equivalent thereof to be established. In the event the interested parties cannot agree upon a cash equivalent of the fringe benefit,the question, accompanied by the recommendation of the Department of Housing and Urban Development, shall be referred to the Secretary of Labor for determination. (e) The Contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing benefits under a plan or pro- gram described in section l(b)(2)(B) of the Davis-Bacon Act, or any bona fide fringe benefits not expressly listed in Section l(b)(2) of the Davis-Bacon Act or otherwise not listed in the wage determination decision of the Secretary of Labor which is included in this contract, only when the Secretary of Labor has found, upon the written request of the Contractor, that the applicable standards of the Davis-Bacon Act have been met. Whenever practicable, the Contractor should request the Secretary of Labor to make such findings, before the making of the contract. In the case of unfunded plans and programs, the Secretary of Labor may require the Contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. (f) The specified wage rates are minimum rates only, and the owner will not consider any claims for additional compensation made by the Contractor because of payment by the Contractor of any wage rate in excess of the applicable rate contained .in this contract. All disputes in regard to the payment of wages in excess of those specified in this contract shall be adjusted by the Contractor. (g) If the Contractor does not make payments to a trustee or other third person, he may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing benefits- under aplanor program of a type expressly listed in the wage determination decision of the Secretary of Labor which is a part of this contract: Provided however, the Secretary of Labor has found upon the written MUD-423I5(9-70) 14 request of the Contractor that the applicable standards of the Davis-Bacon Act have been met. The Secretary of Labor may require the Contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. 53. Withholding of Payments The Department of Housing and Urban Development may withhold or cause to be withheld from the Contractor so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics employed bythe Contractor or any subcontractor on the work the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic employed or working on the site of the work, all or part of the wages required by the contract, the Department of Housing and Urban Development may, after written notice to the Contractor or Owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. 54. Payrolls and Basic Records (a) Payrolls and basic records relating thereto will be maintained during the course of the work,and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work. Such records will contain the name and address of each such employee, his correct classification, rates of pay (including rates of contributions or costs anticipated of the types described in section 1(b)(2) of the Davis-Bacon Act), daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR 5.5(a)(1)(iv) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in section l(b)(2)(B) of the Davis-Bacon Act, the Contractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially respon- sible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits. (b) The Contractor will submit weekly a copyof all payrolls to the Owner, for transmission to the Department of Housing and Urban Development. The copy shall be accompanied by a statement signed by the employer or his agent indicating that the payrolls are correct and complete, that the wage rates contained therein are not less than those determined by the Secretary of Labor and that the classifications set forth for each laborer or mechanic conform with the work he performed. A submission of a "Weekly Statement of Compliance" which is required under this contract and the Copeland regulations of the Secretary of Labor (29 CFR, Part 3) and the filing with the initial payroll or any subsequent payroll of a copy of any findings by the Secretary of Labor under 29 CFR 5.5(a)(1)(iv) shall satisfy this requirement. The Prime Contractor shall be responsible for the submission of copies of payrolls of all subcontractors. The Con- tractor shall make the records required under the labor standards clauses of the con- tract available for inspection by authorized representatives of the Department of Housing and Urban Development and the Department of Labor, and shall permit such representatives to interview employees during working hours on the job. 55. Apprentices Apprentices shall be permitted to work as such only when they are registered, individually, under a bona fide apprenticeship program registered with a State apprenticeship agency which is recognized by the Bureau of Apprenticeship and Training, United States Depart- ment of Labor; or, if no such recognized agency exists in a State, under a program registered with the Bureau of Apprenticeship and Training, United States Department of Labor. The allowable ratio of apprentices to journeymen in any craft classification shall not be greater than the ratio permitted to the Contractor as to his entire work force under the registered program. Any employee listed on a payroll at an apprentice wage rate, who is not registered as above, shall be paid the wage rate determined by the Secretary of Labor for the classification of work he actually performed. The Contractor or subcontractor will be required to furnish to the Department of Housing and Urban Development written 15 MUD-4234S(1-70) evidence of the registration of his program and apprentices as well as of the appropriate ratios and wage rates, for the area of construction, prior to using any apprentices on the contract work. 56. Compliance With Copeland Anti-Kickback Act and Regulations The Contractor shall comply with the Copeland Anti-Kickback Act and Regulations of the Secretary of Labor (29 CFR, Part 3) which are herein incorporated by reference. 57. Overtime (a) No Contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics, including watchmen and guards, shall require or permit any laborer or mechanic in any workweek in which he is employed on such work to work in excess of eight hours in any calendar day or in excess of forty hours in such workweekunless such laborer or mechanic receives com- pensation at a rate not less than one and one-half times his basic rate of pay for all hours worked in excess of eight hours in any calendar day or in excess of forty hours in such workweek, as the case may be, (b) Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in subparagraph (1), the Contractor and any subcontractor re- sponsible therefor shall be liable to any affected employee for his unpaid wages. In addition, such Contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic employed in violation of the clause set forth in subparagraph(1),inthe sum of $10 for each calendar day on which such employee was required or permitted to work in excess of eight hours or in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause'set forth in subparagraph (1). (c) Withholding for unpaid wages and liquidated damages, The Department of Housing and Urban Development may withhold or cause to be withheld, from any moneys payable on account of work performed by the Contractor or subcontractor, such sums as may ad- ministratively be determined to be necessary to satisfy any liabilities of such Con- tractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in subparagraph (2). (d) Subcontracts, The Contractor shall insert in any subcontracts and clauses set forth in subparagraphs (a), (b), and (c) of this paragraph and also a clause requiring the sub- contractors to include these clauses inanylowertier subcontracts which they may enter into, together with a clause requiring this insertion in any further subcontracts that may in turn be made. 58. Signs The General Contractor shall erect a sign at the project site identifying the project and indicating that the Government is participating in the development of the project. The project sign shall be substantially in accordance with instructions provided by the Regional Office of the Department of Housing and Urban Development, made from 3/4 inch plywood, placed in a prominent location, and maintained in good condition until completion of the project. r 59. Employment Practices The Contractor (1) shall, to the greatest extent practicable, follow hiring and employment practices for work on the project which will provide new job opportunities for the unemployed and underemployed, and (2) shall insert or cause to be inserted the same provision in each construction subcontract. 60. Contract Termination; Debarment A breach of Sections 45 and 52 through 56 may be grounds for termination of the contract, and for debarment as provided in 29 CFR 5.6. 16 MUD-4238S(9-70) ' I - 7 Index of General Conditions Subject Section Subject Section Accident Prevention.................... 44 Notice and Service ...................... 42 Additional Bond.......................... 30 -Obligations of Contractor............. 11 Additional Instructions ................ 3 "Or Equal" Clause ...................... 8 Allowances................................ 36 Overtime Requirements ............... 57 Anti-Kickback Act...................... 56 Owner's right to terminate ........... 23 Apprentices............................... 55 Patents ..................................... 9 . Architect's Authority.................. 35 Payment of Employees................. 52 Assignments.............................. 31 Payments by Contractor............... 27 Bond, Security........................... 29 Payments to Contractor............... 25 Bond, Security, additional............ 30 Payrolls of Contractors and subs... 54 Changes in Work........................ 17 Periodic Estimates ..................... 24 Claims for Extra Cost................. 22 Permits, Surveys, Regulations ...... 10 Completion time. ...................... 19 Photographs................. ........... 50 Computation of Wages ................. 57 Posting Minimum wage rates ........ 52 Condition, Subsurface.................. 21 Prohibited Interests .................... 48 Conflicting Conditions ................. 41 Protection of lives and health........ 44 Construction Schedule ................. 24 Protection of work, property......... 13 Contract Documents.................... 1 Provisions required by law........... 43 Contract Security....................... 29 Quantities of Estimate.................. 38 Contractor's Insurance................ 28 Regulations, Kickback.................. 56 Contract Termination.................. 60 Release of Contractor.................. 26 Contractor's Mutual Responsibility 32 Removal of Debris ...................... 37 Contractor's Obligations.............. 11 Reports, Records and Data........... 15 Contractor's Payrolls ................. 54 Responsibility of contractor.......... 32 Contractor's Title to Materials..... 6 Right of Owner to terminate.......... 23 Copeland Regulations .................. 56 Rights-of-Way............................ 39 Correction of Work..................... 20 Schedule of Construction.............. 24 Damages, Liquidated................... 19 Security..... .............................. 29 Data, Reports and Records........... 15 Separate contracts ...................... 33 Debarment.........................6...... 59 Services, materials, facilities....... 5 ' Debris Removal......................... 37 Shop Drawings............................ 4 Definitions . .............................. 2 Signs ........................................ 58 Detail Drawings ......................... 3 Stated Allowances ....................... 36 Different Subsurface . ........ ........ 21 Subcontracting....................... 34 and 45 Discrimination, employment......... 46 Subcontractor's Insurance ............ 28 Drawings detail.......................... 3 Subcontractor's Payrolls.............. 54 Emergencies ............................. 13 Substitute Bond........................... 30 Employment Practices .. ... ... ... 59 Subsurface conditions .................. 21 Equal Employment Opportunity. .. . 46 Superintendence by contractor....... 16 Estimated Quantities................... 38 Surveys, permits ........................ 10 Extras. .................................... 18 Suspension of work...... ............... 51 Final Payment.,.....................o... 26 Termination of contract.......... 23 and 59 Guaranty, general....................... 40 Testing of Materials.................... 7 Inspection................................. 14 Time for completion.................... 19 Inspection of Materials................ 7 Title to materials ....................... 6 Insurance..........................t....... 28 Use and Occupancy...................... 49 Lands and Rights-of-Way. 39 Use of Premises......................... 37 Legal Provisions, Implied............ 43 Wage Adjustments....................... 53 Liquidated damages .................... 19 Wages, Minimum........................ 52 Materials....................0............. 5 Wage Underpayments................... 53 Member of Congress................... 47 Weather Conditions ... ............... 12 Minimum Wages......................... 52 Withholding of Payments .............. 53 Non-discrimination in Employment 46 17 V.a.oOVERRYERT FROM110 06TICE:1"0 0-410-143 HUD-4278S(9-70) SUPPLEMENTAL GENERAL CONDITIONS 1 . Enumeration of Plans , Specifications and Addenda 2 . Stated Allowances 3 . Special Hazards 4 . Public Liability and Property Damage Insurance 5 . Photographs of Project 6 . Schedule of Minimum Hourly Wage Rates 7 . Builder ' s Risk Insurance 1 . ENUMERATION OF PLANS , SPECIFICATIONS AND ADDENDA Following are the Plans , Specifications and Addenda which form a part of this contract , as set forth in Paragraph 1 of the General Conditions , "Contract and Contract Documents " : DRAWINGS General Construction : Nos . S-1 , G-1 to G-6 , A-1 to A-5 , A-7 to A-13 , A-15 to A-22 and A-26 Heating and Ventilating : itA-23 , A-6 , A-14 Plumbing : It A-24 , A-6 , A-14 Electrical : E-1 to E-6 , A-7 , A-15 , A-25 Public Works : U-1 to U-32 Landscape & Irrigation : ItP-1 to P-6 , I-1 to I-6 SPECIFICATIONS General Construction : 87 pages Heating and Ventilating : 13 pages Plumbing : 15 pages Electrical : 16 pages Public Works : 45 pages Landscape & Irrigation : 40 pages ADDENDA: No . Date No . Date No . Date No . Date 2 . STATED ALLOWANCES Pursuant to paragraph 36 of the General Conditions , the Contractor shall include the following cash allowances in his proposal : ( a ) For ( Page of Specifications ) $ (b ) For ( Page of Specifications )$ ( c ) For ( Page of Specifications )$ ( d ) For ( Page of Specifications )$ (e ) For ( Page of Specifications )$ ( f) For ( Page of Specifications )$ 3 . SPECIAL HAZARDS The Contractor ' s and his Subcontractor ' s Public Liability and Property Damage Insurance shall provide adequate protection against the following special hazards : a . Flood damage to property from alterations or omissions of this contract work . b . Breakage of electrical , telephone , gas or oil service facil - ities . C . Damage to lake area affecting the fishery . 4 . CONTRACTOR ' S AND SUBCONTRACTOR ' S PUBLIC LIABILITY , VEHICLE LIA- BILITY , AND PROPERTY DAMAGE INSURANCE As required under paragraph 28 of the General Conditions and article 7 , paragraphs i and j of the General Requirements of the City of Huntington Beach , California , the Contractor ' s Public Liability Insurance and Vehicle Liability Insurance shall be in an amount not less than $250 ,000 for injuries , including acci - dental death , to any one person , and subject to the same limit for each person , in an amount not less than $500 ,000 on account of one accident , and Contractor ' s Property Damage Insurance in an amount not less than $100 ,000 . The Contractor shall either ( 1 ) require each of his subcontract- ors to procure and to maintain during the life of his subcontract , Subcontractor ' s Public Liability and Property Damage of the type and in the same amounts as specified in the preceding paragraph , or (2 ) insure the activities of his subcontractors in his own policy . 5 . PHOTOGRAPHS OF PROJECT As provided in paragraph 50 of the General Conditions , the Con- tractor will furnish photographs in the number, type , and stage as enumerated below: a . Before photos ( approximately 20 ) , 4 directions for each 40 acres , labeled , dated , black and white , 8 x 10 . b . Upon completion of all grading -- same as above . C . After photos ( approximately 30 ) , 4 directions for each 40 acres , labeled , dated , color, 8 x 10 , 2 additional photos for each building . 6 . SCHEDULE OF OCCUPATIONAL CLASSIFICATIONS AND MINIMUM HOURLY WAGE RATES AS REQUIRED UNDER PARAGRAPH 52 OF THE GENERAL CONDITIONS List attached to this section . 7 . BUILDER ' S RISK INSURANCE As provided in the General Conditions , paragraph 28( e ) , the Contractor will maintain Builder ' s Risk Insurance ( fire ex- tended coverage and vandalism) on a 100 percent completed value basis on the insurable portions of the project for the benefit of the Owner , the Contractor, and all sub-contractors , as their interests may appear. 8 . GUARANTEE BOND As required under article 12 of the General Requirements of the City of Huntington Beach , California , provide one year Guarantee Bond . I N D E X THE GENERAL REQUIREMENTS OF THE CITY OF HUNTINGTON BEACH, CALIFORNIA 1. Definitions 2. Proposal Requirements a. Examination of Plans, Specifications, Special Pro- visions and Site of Work b. Competency of Bidders and Payment for Plans and Specifications c. Proposal Form d. Proposal Guaranty e. Withdrawal of Proposals f. Public Opening of Proposals g. Rejection of Proposals Containing Alterations, Erasures, or Irregularities h. Disqualification of Bidders 3. Award and Execution of Contract a. Award of Contract b. Return of Bidders Guaranties c. Contract Bonds d. Execution of a Cash Contract e. Execution of a Special Assessment District Contract f. Failure to Execute a Contract 4. Scope of Work a. Work to be Done b. Changes in Work for a Cash Contract Project c. Changes in Work for a Special Assessment District Contract Project 5. Control of the Work a. Authority of the Director b. Drawings and Specifications c. Working Drawings d. Conformity with Plans and Allowable Deviation e. Coordination of Plans and Specifications f. Interpretation of Plans and Specifications g. Inspection h. Removal of Defective and Unauthorized Work i. Superintendence j. Lines and Grades k. Final Inspection 6. Control of Materials a. Quality of Materials b. Trade Names or Equals c. Samples and Tests �, d. Defective Materials I N D E X - Continued 7. Legal Relations and Responsibilities a. General compliance with law b. Registration of Contractors c. Permits and licences d. Patents e. Prevailing wage f. Hours of labor g. Public convenience and safety h. Accident protection i. Responsibility for damage j. Public liability and property damage insurance k. Cooperation between Contractors 1. Contractor's responsibility for work m. Non-responsibility of the City n. No personal liability o. Property rights in materials p. Conduct of work 8. Prosecution and Progress a. Progress Schedule b. Working days c. Labor d. Subletting and assignment e. Progress of 'the work and time for completion f. Character of workmen g. Temporary suspension of work h. Time of completion and liquidation damages i. Suspension of a Cash Contract j. Termination of a Special Assessment District Contract k. Right of way 1. Preservation d cleaning m. Acceptance 9. Measurement and Payment for a Cash Contract a. Extra and force account work b. Progress Payments c. Final payment 10. Payments for a Special Assessment District Contract 11. Bid Price 12. Guarantee 13. Conflict with Special Assessment District Law GENERAL REQUIREMENTS OF THE CITY OF HUNTINGTON BEACH, CALIFORNIA 1. DEFINITIONS Whenever, in these specifications or other contract documents where these specifications govern, the following terms or pronouns in place of them are used, the intent and meaning shall be interpreted as follows: CITY: City of Huntington Beach, California. STREET SUPERINTENDENT: Street Superintendent of the city of Huntington Beach, California. DIRECTOR: Director of Public Works of the city of Huntington Beach, California. CITY CLERK: City Clerk of the city of Huntington Beach, California. COUNCIL: Council of the city of Huntington Beach, California. CITY ATTORNEY: City Attorney of the city of Huntington Beach, California. CONTRACT: Contract Documents consists of the Proposal, Agreement, the General Requirements of the Contract, the Plans or Drawings and Specifications, including all modifications thereof incorporated in the Documents before their execution. BIDDERS: Any Individual, Firm, Co-partnership or Corporation, submitting a proposal for the work contemplated, acting directly or through a duly author- ized representative. CONTRACTOR: The Person or Persons, Co-partnership or Corporation, who have entered into a contract with the City as party or parties of the second part, or his or their legal representative. SUBCONTRACTORS: A Person, Firm or Corporation supplying labor, materials or equipment for work at the site of the project as an agent of the Contractor. PLANS: The official scale and full size detail drawings or exact reproductions thereof, adopted and approved by the City, showing the location, character, dim- ensions and details of the work to be done and which are to be considered as part of the Contract. SPECIFICATIONS: The instructions provisions, conditions and detail require- ments P � � q ments contained herein or herewith, pertaining to the methods and manner of " performing the work or to the quantities and qualities of materials to be furnished under the Contract. I Page 1 WORK: All of the work of the project contemplated and called for or shown in the Contract Documents. CALLED FOR, SHOWN, INDICATED: As called for, shown and/or indicated in the Specifications or on the drawings. DIRECTED: As directed by the City through its legal representative. APPROVED, PROPER, EQUAL, REQUIRED, SATISFACTORY, SUITABLE, NECESSARY: As con- sidered approved, proper, equal, required, satisfactory, suitable or necessary in the judgement of the City. INSPECTOR: Legal representative of the City. CITY ENGINEER: The City Engineer of the city of Huntington Beach. ENGINEER: The Project Engineer assigned by the Director to be in charge of the Contract work as his authorized representative. CASH CONTRACT: A Contract for work which will be paid for with the City general funds or other City accounting funds. A SPECIAL ASSESSMENT DISTRICT CONTRACT: A Contract for work which will be paid for under the provisions of either The Improvement Act of 1911 as prescribed for in Division i of the Streets and Highways Code or the Municipal Improvement Act of 1913 as prescribed for in Division 12 of the Streets and Highways Code. 2. PROPOSAL REQUIREMENTS 2-a. EXAMINATION OF PLANS, SPECIFICATIONS, SPECIAL PROVISIONS AND SITE OF WORK The bidder shall examine carefully the site of the work contemplated and the proposal, plans, specifications and contract forms therefore. It will be assumed that the bidder has investigated and is satisfied as to the general and local conditions to be encountered, as to the character, quality and quanti- ties of the work to be performed and materials to be furnished as to the character of equipment and facilities needed preliminary to and during the prosecution of the work, and as to the requirements of these specifications. It is mutually agreed that submission of a proposal shall be considered prima facie evidence that the bidder has made such examination. No verbal agree- ment or conversation with any officer, agent or employee of the City either before or after the execution of this contract shall effect or modify any of the terms or obligations herein contained. 2-b. COMPETENCY OF BIDDERS AND PAYMENT FOR PLANS AND SPECIFICATIONS Plans, specifications and proposal forms will be issued only to those Contractors who can qualify as competent bidders. A charge will be required for the taking out of plans, none of which will be refunded to any bidder. Page 2 2-c. PROPOSAL FORM All proposals must be made upon blank forms to be obtained from the office of the Director of Public Works at the City Hall, Huntington Beach, California. The bidder shall submit his proposal on the form furnished him. Proposals submitted on forms other than the one issued to the bidder will be disregarded. All proposals must give the prices proposed, both in writing and figures, and must be signed by the bidder with his address, telephone number and State of California Contractors License number. If the proposal is made by an individual, his name, post office address and telephone number must be shown. If made by a firm or partnership, the name, post office address and telephone number of each member of the firm or partnership must be shown. If made by a corporation the proposal must shown the name of the state under the laws of which the corporation was chartered, the name of the corporation, and the names, titles, and business address and telephone number of the president, secretary and treasurer. 2-d. PROPOSAL GUARANTY All bids shall be presented under sealed cover and shall be accom- panied by cash, a cashier's check, certified check, or bidder's bond made payable to the city of Huntington Beach, for an amount equal to at least ten percent (10%) of the amount of said bid, and no bid will be considered unless such cash, cashier's check, or certified check, or bidder's bond is enclosed therewith. 2-e. WITHDRAWAL OF PROPOSALS Any bid may be withdrawn at any time prior to the hour fixed in the notice of Contractors for the opening of bids, provided that a request in writing, executed by the bidder or his duly authorized representative, for the withdrawal of such bid, is filed with the City Clerk. The withdrawal of a bid shall not prejudice the right of a bidder to file a new bid. 2-f. PUBLIC OPENING OF PROPOSALS Proposals will be opened and read publicly at the time and place indi- cated in the notice to Contractors. Bidders or their authorized agents are invited to be present. 2-g. REJECTION OF PROPOSALS CONTAINING ALTERATIONS, ERASURES OR IRREGULARITIES Proposals may be rejected if they show any alterations of form, additions not called for, conditional or alternative bids, incomplete bids, erasures, or irregularities of any kind. The right is reserved to reject any or all proposals. 2-h. DISQUALIFICATION OF BIDDERS More than one proposal from an individual, a firm or partnership, a corporation or an association under the same of different names will not be considered. Reasonable ground for believing that any bidder is interested in Page 3 more than one proposal for the work contemplated will cause the rejection of all proposals in which such bidder is interested. If there is reason for believing that collusion exists among any or all bidders, any or all proposals may be rejected. Proposals in which the prices obviously are unbalanced may be rejected. 3. AWARD AND EXECUTION OF CONTRACT 3-a. AWARD OF CONTRACT The right is reserved to reject any and all proposals. The award of the contract, if it be awarded, will be to the lowest responsible bidder whose proposal complies with all the requirements prescribed. The award, if made, will be made within thirty-five (35) days after the opening of the proposals. All bids will be compared on the basis of the City's estimate of the quantities of work to be done. 3-b. RETURN OF BIDDER'S GUARANTIES Within ten (10) days after the award of the contract, the city of Huntington Beach will return the proposal guaranties accompanying such of the proposals which are not to be considered in making the award. All other pro- posal guaranties will be held until the contract has been finally executed, after which they will be returned to the respective bidders whose proposal they accompany. 3-c. CONTRACT BONDS The Contractor shall furnish the two good and sufficient bonds in accordance with the requirements of the State Contract Act, the Improvement Act of 1911, or the Municipal Improvement Act of 1913, whichever Act is applicable. Said bonds shall be cash, cashier's check, certified check, surety bonds or instruments of credit from one or more financial institutions, subject to State or Federal regulation. One of the said bonds shall be executed in a sum equal to 100% of the contract price to guarantee the faithful performance of said contract by the Contractor. The other bond shall be executed in a sum equal to at least 50'/ of the contract price to guarantee payment of the claims of laborers or mechanics who perform work under the contract, and the claims of persons who furnish materials, supplies, manufactured articles, equipment or machinery used or consumed by the contractor in the performance of the contract. Whenever the city of Huntington Beach has cause to believe that any such bond has become insufficient, a demand in writing may be made of the Contractor for such further or additional bond as is considered necessary, con- sidering the extent of the work remaining to be done. Thereafter no payment shall be made upon such contract to the Contractor or any assignee of the Contractor until such further or additional bond has been furnished. Page 4 3-d. EXECUTION OF A CASH CONTRACT The contract shall be signed by the successful bidder and returned, together with the contract bonds, within ten (10) days, excluding Sundays and City holidays, after the bidder has received notice that the contract has been awarded. No proposal shall be considered binding upon the City until the complete execution of the contract by the Contractor and the City. 3-e. EXECUTION OF A SPECIAL ASSESSMENT DISTRICT CONTRACT The contract shall be signed by the successful bidder in duplicate counterpart and returned, together with the contract bonds, within twenty-five (25) days from the first publication of the notice of award of contract. The contractor shall also sign a set of the plans and specifications for filing with the contract. No proposal shall be binding upon the City until the contract has been completely executed by the Contractor and the City. 3-f. FAILURE TO EXECUTE CONTRACT Failure to execute a contract and file acceptable bonds as provided herein within the time specified for the applicable contract category shall be just cause for the annulment of the award and the forfeiture of the proposal guaranty. 4. SCOPE OF WORK 4-a. WORK TO BE DONE The work to be done consists of furnishing all labor, materials, methods and processes, equipment, tools and machinery, except as otherwise specified, which are necessary and required to fabricate, install, or to construct and put in complete order for use the improvements and appurtenances described and desig- nated in the special provisions and in the contract. 4-b. CHANCES IN WORK FOR A CASH CONTRACT PROJECT The Director reserves the right to make such alterations, deviations, additions to or omissions from the plans and specifications, including the right to increase or decrease without limitation the quantity of any item or portion of the work or to omit any item or portion of the work, as may be deemed by the Director to be necessary or advisable and to require such extra work as may be determined by the Director to be required for the proper completion or construc- tion of the whole work contemplated. Any such changes will be set forth in a contract change order which will specify, in addition to the work to be done in connection with the change made, adjustments of contract time, if any, and the basis of compensation for such work. A contract change order will not become effective until approved by the Director. New and unforseen work will be classed as extra work when such work is not shown on the plans or set out in the specifications and special provisions. Page 5 The Contractor shall do no extra work except upon written order from the Director of Public Works. For such extra work the Contractor shall receive payment as previously agreed upon in writing, or he shall be paid by force account. 4-c. CHANGES IN WORK FOR A SPECIAL ASSESSMENT DISTRICT CONTRACT PROJECT Increases and decreases in the work shall be done in conformity with the provisions of Sections 5230 to 5236, inclusive, of Chapter 8.5 of Division 7 of the Streets and Highways Code of the State of California, with reference to a special assessment project performed under the provisions of the Improvement Act of 1911, or in accordance with the provisions of Sections 10350 to 10358, inclusive, of Chapter 4.5 of Division 12 of said Streets and Highways Code, with reference to a special assessment project performed under the provisions of the Municipal Improvement Act of 1913. The inclusion or deletion of any such work shall be at the bid prices if there are unit prices for such work in the bid on file, or otherwise at prices to be agreed upon between said Contractor and said City Council. 5. CONTROL OF THE WORK 5-a. AUTHORITY OF THE DIRECTOR The Director shall decide any and all questions which arise as to the quality or acceptability of materials furnished and work performed, the manner of performance and rate of progress of the work, the interpretation of the plans and specifications, the acceptable completion of the contract by the Contractor, and all questions as to claims and compensation. The Director's decision shall be final and he shall have executive authority to enforce and make effective such decisions and orders as the Con- tractor fails to carry out promptly. 5-b. DRAWINGS AND SPECIFICATIONS Figured dimensions of the drawings shall govern, but work not dimen- sioned shall be as directed. Work indicated but not particularly detailed or specified shall be equal to similar parts that are detailed or specified, or as directed. Full size details shall take precedence over scale drawings as to shape and details of construction. It is intended that scale drawings, full size details and specifications should agree, but should any discrepancy or apparent error occur in plans and specifications or should any work of others affect this work, the Contractor shall notify the Director at once; if the Contractor pro- ceeds with the work affected without instruction from the Director, he shall make good any resultant damage or defect. Any work called for by the drawings and not mentioned in the speci- fications, or vice versa, is to be furnished as set forth by both. Where not specifically stated otherwise, all work and materials necessary for each unit of construction, including special construction for any specific brand or shape of material called for, even the only briefly mentioned or indicated, shall be furnished and installed fully and completely as a part of the contract. Page 6 Standard drawings of the Department of Public Works, lists, rules and regulations referred to are recognized printed standards and shall be considered as one and a part of these specifications within the limits specified. All drawings and specifications are City property and must be returned when ordered. Additional Details: The City may furnish additional details to more fully explain the work and same shall be considered part of the contract documents. Where the work is not sufficiently detailed or clearly shown, the Contractor, before proceeding, shall apply in writing for additional details. Any work done by the Contractor before receipt of such details, if not in accordance with same, shall be removed and replaced or adjusted, at his own expense. 5-c. WORKING DRAWINGS Working drawings or plans for any structure, item of work, or facility, not included in the plans furnished by the Director of Public Works shall be approved by the Director of Public Works before any work involving these plans shall be performed, unless approval be waived in writing by the Director of Public Works. It is mutually agreed, however, that approval by the Director of the Contractor's working plans does not relieve the Contractor of any responsibility for accuracy of dimensions and details, and that the Contractor shall be respons- ible for agreement and conformity of his working plans with the approved plans, and specifications. 5-d. CONFORMITY WITH PLANS AND ALLOWABLE DEVIATION Finished surfaces in all cases shall conform with the lines, grades, cross-section, and dimensions shown on the approved plans. Deviations from the approved plans, as may be required by the exigencies of construction, will be determined in all cases by the Director and authorized in writing. 5-e. COORDINATION OF PLANS AND SPECIFICATIONS These general requirements, specifications, special provisions, the plans, and all supplementary documents are essential parts of the contract, and a requirement occuring in one is as binding as though occuring in all. They are intended to be cooperative, to describe, and to provide for a complete work. Plans shall govern over specifications. 5-f. INTERPRETATION OF PLANS AND SPECIFICATIONS Should it appear that the work to be done, or any matter relative thereto, is not sufficiently detailed or explained in these specifications and plans, the Contractor shall apply to the Director for such further explanations as may be necessary, and shall conform to such explanation or interpretation as part of the contract. The decision of the Director shall be final. Page 7 5-g. INSPECTION The Director or his authorized agent shall at all times have access to the work during construction and shall be furnished with every reasonable facility for ascertaining full knowledge respecting the progress of the work, workmanship, and the character of materials used and employed in the work. Whenever the Contractor varies the period during which work is carried on each day, he shall give adequate notice to the Director of Public Works, so that proper inspection may be provided. Any work done in the absence of the Director will be subject to rejection. The inspection of the work shall not relieve the Contractor of any of his obligations to fulfill the contract as prescribed. Defective work shall be made good, and unsuitable materials may be rejected, notwithstanding the fact that such defective work and unsuitable materials have been previously accepted or estimated for payment. The Contractor shall prosecute work on any State Highway or within any railroad right of way only in the presence of any inspector representing the State Division of Highways or the railroad company and any work done in the absence of said inspector will be subject to rejection. The Contractor shall make the appropriate notification according to the instruction given on the State Encroach- ment Permit or railroad permit for all inspections, and shall post all Bonds and Certifications required by the permit. The permit shall be acquired by the City, however, the Contractor may also be required to secure additional permits under his own name, which permits shall be processed at the Contractor's expense. The Contractor shall pay for all testing and inspections required by a State Encroachment Permit or a railroad permit. 5-h. REMOVAL OF DEFFECTIVE AND UNAUTHORIZED WORK All work which is defective in its construction or does not meet all of the requirements of these specifications shall be remedied, or removed and replaced by the Contractor in an acceptable manner, and no compensation will be allowed for such correction. Any work done beyond the limits of the lines and grades shown on the plans or established by the Director of Public Works, or any extra work done without written authority, will be considered as unauthorized and will not be paid for. Upon failure on the part of the Contractor to comply forthwith with any order of the Director made under the provisions of this article, the Director shall have authority to cause defective work to be remedied, or removed and replaced, and unauthorized work to be removed, and to deduct the costs thereof from any moneys due or to become due the Contractor. 5-i. SUPERINTENDENCE Whenever the Contractor is not present on any part of the work where the City desires to give direction, orders will be given by the Director in Page 8 writing, and shall be received and obeyed by the Contractor's Superintendent or Foreman in charge of the particular work in reference to which orders are given. 5-j. LINES AND GRADES All distances and measurements are given and will be made in a hori- zontal plane. Grades will be given from and referenced to the top of stakes or points, unless otherwise noted on the plans. The Contractor shall give at least 24 hours notice in writing when he will require the services of the Director for laying out any portion of the work. The Contractor shall furnish the Director such facilities and labor necessary for making and maintaining points and lines as he may require. The Contractor shall preserve all stakes and points set for lines, grades, or measurements of the work in their proper places until authorized to remove them by the Director. All expenses incurred in replacing stakes that have been removed without proper authority shall be paid by the Contractor. 5-k. FINAL INSPECTION Whenever the work provided for and contemplated by the contract shall have been satisfactorily completed and the final cleaning performed, the Director will make the final inspection. 6. CONTROL OF MATERIALS 6-a. QUALITY OF MATERIAL Materials shall be new, and of specified kind and quality and fully equal to samples when samples are required. When the quality or kind of material or articles shown and required under the contract is not particularly specified, the Contractor shall estimate that the City will require articles or materials representing the best of its class or kind or at least equal to the class or quality of similar articles or materials that are specified. Materials shall be furnished in ample quantities and at such times to insure uninterrupted progress of the work. Same shall be stowed properly and protected as required. The Contractor shall be entirely responsible for damage or loss by weather or other cause. 6-b. TRADE NAMES OR EQUALS It is the intent of these specifications to permit the contractor to supply any of the materials specified or offer an equivalent. The Engineer shall determine whether the material offered is equivalent to that specified. Ade- quate time shall be allowed for the Engineer to make this determination. Whenever any particular material, process, or equipment is indicated by patent, proprietary or brand name, or by name of manufacturer, such wording is used for the purpose of facilitating its description and shall be deemed to Page 9 be followed by the words or equal. A listing of materials is not intended to be comprehensive, or in order of preference. The contractor may offer any material, process, or equipment which he considers to be equivalent to that indicated. Unless otherwise authorized by the Engineer the substantiation of offers must be submitted within 35 days after award of contract. The contractor shall at his expense, furnish data concerning items offered by him as equivalent to those specified. He shall have the material tested as required by the Engineer to determine that the quality, strength, physical, chemical, or other characteristics. including durability, finish, effi- ciency, dimensions, service, and suitability are such that the item will fulfill its intended function. Test methods shall be subject to the approval of the Engineer. Test results shall be reported promptly to the Engineer, who will evaluate the results and determine if the substitute item is equivalent. His findings shall be final. Installation and use of a substitute item shall not be made until approved by the Engineer. If a substitute offered by the contractor is found to be not equal to the specified material, the contractor shall furnish and install the specified material. The specified contract, completion time shall not be affected by any circumstance developing from the provisions of this subsection. 6-c. SAMPLES AND TESTS At the option of the Director, the source of supply of each of the materials shall be approved by the Director before delivery is started and before such material is used in the work. Upon request of the Director of Public Works, representative preliminary material samples of the character and quality pres- cribed shall be submitted, by the Contractor, producer or manufacturer of all materials to be used in the work, for such testing or examination deemed neces- sary by the Director of Public Works. All tests of materials furnished by the Contractor shall be made in accordance with commonly recognized standards of national organization, and such special methods and tests as are prescribed in these specifications. The Contractor shall furnish at no cost to the City, such samples of materials as are requested by the Director of Public Works. No material shall be used until it has been approved by the Director of Public Works. Materials requiring test shall be delivered in ample time before intended use, to allow for testing and none may be used before receipt of approval. All approvals or decisions will be rendered in writing. Samples that are of value after testing shall remain the property of the Contractor. 6-d. DEFECTIVE MATERIALS All materials not conforming to the requirements of these specifications shall be considered as defective, and all such materials, whether in place or Page 10 not, shall be rejected and shall be removed immediately from the site of the work unless otherwise permitted by the Director of Public Works. No rejected material, the defects of which have been subsequently corrected, shall be used until approved in writing by the Director of Public Works. Upon failure on the part of the Contractor to comply with any order of the Director of Public Works made under the provisions of this article, the Director of Public Works shall have authority to remove and replace defective material and to deduct the cost of removal and replacement from any monies due or to become due the Contractor. 7. LEGAL RELATIONS AND RESPONSIBILITIES 7-a. GENERAL COMPLIANCE WITH LAW The Contractor shall keep informed and observe, and comply with, and cause all of his agents and employees to observe and comply with, all prevailing Federal, State and Municipal Laws, Ordinances, Rules and Regulations which in any way affect the conduct of the work of this contract. If any conflict arises between provisions of the plans and specifications and any such law above referred to, then the Contractor shall notify the City at once in writing. The Contractor shall protect and indemnify the City or any of its officers, agents, and employees against any claim or liability arising from or based on the violation of any such law, ordinance, rule or regulation, whether by himself or his agents employees. 7-b. REGISTRATION OF CONTRACTORS Before submitting bids, Contractors shall be licensed in accordance with the provisions of Article 1 to 9 inclusive of Chapter 9, Division 3 of the Business and Professions Code of the State of California and Amendments thereof, providing for the registration of Contractors, and defining the term Contractor; providing a method of obtaining licenses to engage in the business of contracting and fixing the fees for such licenses; and prescribing the punishment for viola- tion of provisions thereof, as amended. 7-c. PERMITS AND LICENSES The Contractor shall procure all permits and licenses, pay all charges and fees, and give all notices necessary and incidental to the due and lawful prosecution and completion of the work. 7-d. PATENTS The Contractor shall assume all liability arising from the use of patented materials, equipment, devices, or processes used on or incorporated in the work. Page 11 7-e. PREVAILING WAGE The Contractor shall forfeit as penalty twenty-five ($25.00) for each laborer, workman or mechanic employed for each calendar day or portion thereof, such laborer, workman or mechanic is paid less than the general prevailing rate of wages stipulated for any work done by him, or by any subcontractor under him in violation of the provisions of the Labor Code, particularly Section 1770 to 1781 thereof, both inclusive, providing for the payment of not less than the general prevailing rate of wages for legal holiday and overtime work on public work, providing for the ascertainment of such general prevailing rate by the public body awarding the contract, providing for the keeping of records of the wages paid all workers engaged in public work and the inspection of such records by the proper officials, providing for forfeiture for each calendar day, or portion thereof, any worker is paid less than the said rate and for a stipulation to this effect in the contract, and providing other penalties for violation of the provisions. 7-f. HOURS OF LABOR The Contractor shall forfeit, as penalty, twenty-five ($25.00) for each laborer, workman, or mechanic employed in the execution of the contract by him, or by any subcontractor under him for each calendar day during which said laborer, workman, or mechanic is required or permitted to labor more than eight (8) hours in violation of the provisions of the Labor Code, particularly Section 1810 to 1816 thereof, both inclusive, relating to the hours of labor on public works, by requiring contractors to file with the awarding body a verified report as to the nature of any extraordinary emergency when their employees are permitted to work over eight (8) hours per day, together with the names of the said employ- ees, and the hours worked per day making failure to file said report within thirty (30) days prima facie proof that no extraordinary emergency existed, also making it a misdemeanor for any Contractor or subcontractor on public work, or agent thereof, to fail to keep an accurate record showing the name of and the actual hours worked by each workman employed by him in connection with public work. 7-g. PUBLIC CONVENIENCE AND SAFETY The Contractor shall so conduct his operations as to cause the least possible obstruction and inconvenience to public traffic. Residents along the road, street, or other alignment of improvements shall be provided convenient access to driveways, houses, and buildings along the road or street, and temporary crossings shall be provided and maintained in good condition. Not more than one cross street or intersecting street or road shall be closed at any one time without the approval of the Director of Public Works. The Contractor shall furnish, erect, and maintain such fences, barriers, lights, and signs as are necessary to give adequate warning to the public at all times that the road or street is under construction and of any dangerous condi- tions to be encountered as a result thereof, and he shall also erect and maintain such warning and directional signs as may be furnished by the City. Page 12 Strict prohibition against committing any nuisance in or about the work must be maintained. Conveniences shall be provided for employees and main- tained in sanitary conditions. 7-h. ACCIDENT PREVENTION Precaution shall be exercised at all times for the protection of persons (including employees) and property. The safety provisions of applicable laws, building and construction codes shall be observed. Machinery, equipment, and other hazards shall be guarded or eliminated in accordance with the safety pro- visions of the California Industrial Accident Commission, and the "Manual of Accident Prevention in Construction", published by the Associated General Contractors of America, to the extent that such provisions are not in contraven- tion of applicable law. 7-i. RESPONSIBILITY FOR DAMAGE The city of Huntington Beach, the City Council, appointed or elected officials, commissions, boards, any City employee or servant shall not be liable for any loss or damage to the work performed pursuant to the contract or any part thereof, or for any material or equipment used in performing the work, or for injury or damage to any person or persons, either workmen or the public, or for damage to property adjoining the property on which the work is being performed from any causes whatsoever during the progress of the work or at any time before final acceptance by the City. The Contractor shall indemnify and save harmless the city of Huntington Beach, the City Council, appointed or elected officials, commissions, boards, City employees or servants from any suits, claims, or actions brought by any person or persons for or on account of any injuries or damages sustained because of or arising out of the performance of the work contemplated or in consequence thereof. The City Council may retain so much of the money due the Contractor as shall be considered necessary for payment of the claims and attorney's fees until disposi- tion has been made of such suits or claims for damages. 7-j. PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE The Contractor shall furnish to the City and maintain during the life of the contract a protective liability policy in which the City is named as an additional insured. The policy shall insure and hold harmless the City, its officers and employees while acting within the scope of their duties, against all claims arising out of or in connection with the work to be performed. The policy shall provide for not less than the following amounts: Bodily Injury $250,000 each person $500,000 each accident Property Damage $100,000 each accident Such policy shall provide coverage at least as broad as that provided in the Standard Form approved by the National Bureau of Casualty Underwriters together with such endorsements as are required to cover the risks involved. Page 13 The Contractor shall arrange for the policies to be so conditioned as to cover the performance of "Extra Work", should such work become necessary. Prior to the commencement of work under the contract, evidence of insurance shall be furnished on a form provided by the City, and no other form will be accepted. In addition, the Contractor shall furnish evidence of a commitment by the insurance company to notify the City of the expiration or cancellation of any of the insurance policies required hereunder not less than 30 days before any change in coverage, expiration or cancellation is effective. The cost of this insurance shall be included in the prices bid for the various items of work and no additional compensation will be made therefor. 7-k. COOPERATION BETWEEN CONTRACTORS Where two or more contractors are employed on related or adjacent work, each shall conduct his operations in such a manner as not to cause any unnecessary delay or hindrance to the other. Each contractor shall be responsible to the other for all damage to work, the person or property, or for loss caused by failure to finish the work within the time specified for completion. 7-1. CONTRACTOR'S RESPONSIBILITY FOR WORK Until the formal acceptance of the work by the City, the Contractor shall have the, charge and care thereof and shall bear the risk of injury or damage to any part of the work by the action of the elements or from any other cause, whether arising from the execution or from the non-execution of the work. The Contractor shall rebuild, repair, restore and make good all injuries or damages to any portion of the work occasioned by any of the above causes before its completion and acceptance and shall bear the expense thereof, except for such injuries or damages as are occasioned by acts of the Federal Government and/or public enemy. In case of suspension of work from any cause whatever, the Con- tractor shall be responsible for all materials and shall properly store them if necessary, and shall provide suitable drainage and erect temporary structures where necessary. 7-m. NON-RESPONSIBILITY OF THE CITY The City shall not be responsible for damage or loss from any cause to the work or site, or other property, or for injury or loss of life to persons employed, or to the public. The Contractor shall take out and pay for all acci- dent, compensation and fire insurance necessary, according to law and assume all risk and responsibility until the work is finally accepted by the City, all as hereinafter specified. Indebtedness incurred for any cause in connection with this work must be paid by the Contractor and the City is hereby relieved at all times from any indebtedness or claim other than payments under terms of the contract. 7-n. NO PERSONAL LIABILITY Neither the City Council, the Director of Public Works nor any other Page 14 officer or authorized assistant or agent shall be personally responsible for any liability arising under the contract. 7-o. PROPERTY RIGHTS IN MATERIALS Nothing in the contract shall be construed as vesting in the contractor any right of property in the materials used after they have been attached or affixed to the work or the soil. All such materials shall become the property of the City upon being attached or affixed. 7-p. CONDUCT OF WORK The Contractor shall observe that the City reserves the right to do other work in connection with the project, by contract or otherwise, and he shall at all times conduct this work so as to impose no hardship on the City or others engaged in the work. He shall adjust, correct and coordinate his work with the work of others so that no discrepancies shall result in the whole work. The Contractor shall provide, at his own risk, all tools, machinery, scaffolding, false work, forms and centers for the execution of the work. 7quip- ment shall be adequate and as approved. The Contractor shall obtain all necessary and layout and supervise the construction for correctness of which he :,h,1i1 be responsible. Where work of one trade joins or is on other work, there shall be no discrepancy when same is completed. In engaging work with other materials, marring or damaging same will not be permitted. Should improper work or any trade be covered by another which results in damage or defects, the whole work �.. affected shall be made good without expense to the City. 8. PROSECUTION AND PROGRESS 8-a. PROGRESS SCHEDULE When, in the judgement of the City, it becomes necessary to accelerate the work, the Contractor, when ordered, shall cease work at any particular point and concentrate his forces at such other point or points as directed; and execute such portions of his work as may be required to enable others to hasten and properly engage and carry on their work. 8-b. WORKING DAYS Every calendar day except Saturdays, Sundays and legal holidays is counted a full working day in figuring the working days allowed under the contract. No work may be performed on Sundays and holidays, except as otherwise provided for herein. 8-c. LABOR The Contractor shall observe stricly that each and every kind of work shall be performed by workmen, laborers, or mechanics especially skilled in the class of work required and that workmanship shall be of the best regardless of the quality of material. Page 15 The Contractor shall provide, at all times, sufficient competent labor to properly carry on the work and to insure completion of each part in accordance with schedule and with the time agreed to. The Contractor shall retain a competent superintendent to direct the work constantly during construction and to represent the Contractor at all times in connection with the contract. 8-d. SUBLETTING AND ASSIGNMENT The Contractor shall give his personal attention to the fulfillment of the contract and shall keep the work under his control. The specifications are in "Sections" divided and arranged according to various trades. No obligation is inferred to sublet the work as divided, nor is the Contractor relieved of fully performing and completing any part of the work. Subcontractors will not be recognized as such, and all persons engaged in the work of construction will be considered as employees of the Contractor, and he will be held responsible for their work, which shall be subject to the provisions of the contract and specifications. The Contractor submitting a bid for the work, covered by these General Requirements and Special Provisions, shall perform, with his own labor forces or organization, work of a value amounting to not less than 50 percent of the remainder obtained by subtracting from the total original contract value the sum of any items that may be designated as specialty items in the special pro- visions. The contractor shall, in his proposal, set forth the name and the loca- tion of the place of business of each subcontractor who will perform work or labor or render service to the contractor in or about the construction of the work or improvement in an amount in excess of one half of one percent of the contractor's total bid; and shall set forth the description of the portion of the work which will be done by each subcontractor. The contractor agrees that he is fully qualified to perform the balance of all work which is not set forth to be performed by subcontractors, and that he shall perform such balance of work. The contractor further agrees to furnish the city copies of all subcontractors bonds and insurance certificates which have been required by the contractor. Where a portion of the work sublet by the Contractor is not being prosecuted in a manner satisfactory to the Director of Public Works, the subcon- tractor shall be removed immediately on the request of the Director of Public Works and shall not again be employed on the work. Assignment of the obligations and/or duties of the Contractor in the whole or any part of the contract shall be made only upon the consent and approval of the City Council of a written request by the Contractor. Page 16 8-e. PROGRESS OF THE WORK AND TIME FOR COMPLETION The Contractor shall begin work within ten (10) days after receiving notice that the contract has been approved and shall diligently prosecute the same to completion before the expiration of the time specified in the proposal, specifications, and/or contract. 8-f. CHARACTER OF WORKMEN If any subcontractor or person employed by the Contractor shall fail or refuse to carry out the directions of the Director of Public Works or shall appear to the Director of Public Works to be incompetent or to act in a disorderly or improper manner, he shall be discharged immediately upon request of the Director of Public Works, and such person shall not again be employed on the work. 8-g. TEMPORARY SUSPENSION OF WORK The Director of Public Works shall have the authority to suspend the work wholly or in part, for such period as he may deem necessary, due to unsuit- able weather, or to such other conditions as are considered unfavorable for the suitable prosecution of the work; or for such time as he may deem necessary, due to the failure on the part of the Contractor to carry out orders give, or to perform any provisions of the work. The Contractor shall immediately obey such order of the Director of Public Works and shall not resume the work until ordered to do so in writing by the Director of Public Works. 8-h. TIME OF COMPLETION AND LIQUIDATED DAMAGES It is agreed by the parties to the contract that in case all work called for under the contract is not completed before or upon the expiration of the time limit as set forth in these specifications, damage will be sustained by the City of Huntington Beach and that it is and will be impracticable to determine the actual damage which the City will sustain in the event of and by reason of such delay; and it is therefore agreed that the Contractor will pay to the city of Huntington Beach the sum of one-hundred dollars ($100.00) per day for each and every day's delay beyond the time prescribed to complete the work, or any approved extension thereof. and the Contractor agrees to pay such liquidated damages as herein provided and in case the same are not paid, agrees that the city of Huntington Beach may deduct the amount thereof from any money due or that may become due the Contractor under the contract. It is further agreed that in case the work called for under the con- tract is not finished and completed in all parts and requirements within the time specified the Director shall have the right to extend the time for comple- tion. If the Director extends the time limit for the completion of the contract, the City shall further have the right to charge to the Contractor, his heirs, assigns or sureties, and to deduct from the final payment for the work, all or any part, as it may deem proper, of the actual cost of engineering, inspection, superintendence, and other overhead expenses which are directly chargeable to the contract, and which accrue during the period of such extension, except that the cost of final surveys and preparation of final estimate shall not be included in such charges. Page 17 The Contractor shall not be assessed with liquidated damages nor the cost of engineering and inspection during any delay in the completion of the work caused by acts of God or of public enemy, acts of the City, fire, floods epidemics, quarantine restrictions, strikes, freight embargoes, and unusually severe weather or delays of subcontractors due to such causes; provided, that the Contractor shall within ten (10) days from the beginning of any such delay notify the Director of Public Works in writing of the causes of delay. The Director of Public Works shall ascertain the facts and the extent of delay, and his findings of the facts thereon shall be final and conclusive. 8-i. SUSPENSION OF A CASH CONTRACT If at any time in the opinion of the City Council the Contractor has failed to supply an adequate working force, or material of proper quality, or has failed in any other respect to prosecute the work with the diligence and force specified and intended by the terms of the contract, notice thereof in writing will be served upon him, and should he neglect or refuse to provide means for a satisfactory compliance with the contract, as directed by the Director of Public Works, within the time specified in such notice, the City Council shall have the power to suspend the operation of the contract. Upon receiving notice of such suspension, the Contractor shall discontinue performance of said work, or such parts of it as the City Council may designate. Upon such suspension, the Contractor's control shall terminate and thereupon the City Council or its duly authorized representative may take possession of all or any part of the Contractor's materials, tools, equipment and appliances upon the premises, and use the same for the purpose of completion of said contract, and hire such labor and buy or rent such additional machinery, tools, appliances, and equipment, at the Contractor's expense as may be necessary for the proper conduct of the work and for the completion thereof, or may employ other parties to carry the contract to completion. or employ the necessary workmen, substitute other machinery or materials, and purchase the materials contracted for by Contractor, in such man- ner as the City Council may deem proper; or the City Council may annul and cancel the contract and relet the work or any part thereof. Any excess of cost arising therefrom over and above the contract price will be charged against the Contractor and his sureties, who will be liable therefor. In the event of such suspension, all money due the Contractor or retained under the terms of this contract shall be forfeited to the City; but such forfeiture will not release the Contractor or his sureties from liability by failure to fulfill the contract. The Contractor and his sureties will be credited with the amount of money so forfeited toward any excess of cost of completion of the work over and above the contract price arising from the suspension of the operations of the contract and the completion of the work by the City as above provided, and the Contractor will be paid any surplus remaining after all just claims for such completion have been paid. In the determination of the question whether there has been any such non-compliance wi*h the contract as to warrant the suspension or annulment thereof, the decision of the City Council is final and shall be binding on all parties to the contract. Page 18 8-j. TERMINATION OF A SPECIAL ASSESSMENT DISTRICT CONTRACT Failure to prosecute work diligently is ground for termination of the Contractor's control over the work and taking over the work by the City of due process of law. 8-k. RIGHT OF WAY The right of way for the work to be constructed will be provided by the City. The Contractor shall make his own arrangements, and pay all expenses for additional area required by him outside of the limits of right of way. 8-1. PRESERVATION AND CLEANING The Contractor shall properly preserve and clean the work as it pro- gresses. At regular intervals, or when directed, rubbish shall be collected and removed, and at completion the whole work shall be cleaned and all tools, false work, equipment and rubbish shall be removed from the site, all being left in clean and proper condition as directed. 8-m. ACCEPTANCE Should it become necessary, due to developed condition, to occupy any portion of the work before contract is fully completed, such occupancy shall not constitute acceptance. 9. MEASUREMENT AND PAYMENT FOR A CASH CONTRACT 9-a. EXTRA AND FORCE ACCOUNT WORK Extra work as hereinbefore defined, when ordered and accepted, shall be paid for under a written work order in accordance with the terms therein provided. Payment for extra work will be made at the unit price or lump sum previously agreed upon by the Contractor and the Director of Public Works; or by force account. If the work is done on force account the Contractor shall receive the actual cost of all materials furnished by him as shown by his paid vouchers, plus fifteen per cent (15%), and for all labor and equipment necessary he shall receive the current prices in the locality, which shall have been previously determined and agreed to in writing by the Director of Public Works and Contractor, plus fifteen per cent (15%); provided, however, that the City reserves the right to furnish such materials required as it deems expedient, and the Contractor shall have no claim or profit on the cost of such materials. The price paid for labor shall include any compensation insurance paid by the Contractor. All extra work and force account shall be recorded daily upon report sheets prepared by the Director of Public Works and furnished to the Contractor and signed by both parties, which daily reports shall thereafter be considered the true record of extra work or force account work done. Page 19 9-b. PROGRESS PAYMENTS The City shall, once in each month, cause an estimate in writing to be made by the Director of Public Works of the total amount of work done and the acceptable materials furnished and delivered by the Contractor to the job site and not used as of the time of such estimate and the value thereof. The city of Huntington Beach shall retain money in the amount of ten per cent (10%) of such estimated value of the work done and fifty per cent (50`/,) of the value of the materials so estimated to have been furnished and delivered and unused as afore- said as security for the fulfillment of the contract by the Contractor and shall monthly pay to the Contractor, while carrying on the work, the balance not retained as aforesaid, after deducting therefrom all previous payments and all sums to be kept or retained under the provisions of the contract. No estimate or payment shall be required to be made when in the judgment of the Director of Public Works, the work is not proceeding in accordance with the provisions of the contract or when in his judgment the total value of the work done since the last estimate amounts to less than three hundred dollars ($300). 9-c. FINAL PAYMENT The Director of Public Works shall, after completion of the contract, make a final estimate of the amount of work done thereunder and the value of such work, and the city of Huntington Beach shall pay the entire sum found to be due after deducting therefrom all previous payments and all amounts to be kept and all amounts to be retained under the provisions of the contract. All prior partial estimates and payments shall be subject to correction in the final esti- mates and payment. The final payment shall not be due and payable until after the expiration of thirty-five (35) days from the date of recording a Notice of Completion. It is mutually agreed between the parties to the contract that no certificate given or payments made under the contract, except the final certi- ficate of final payment, shall be evidence of the performance of the contract, either wholly or in part, against any claim of the party of the first part. and no payment shall be construed to be an acceptance of any defective work or unacceptable materials. 10. PAYMENTS FOR A SPECIAL ASSESSMENT DISTRICT CONTRACT Final Payment: The Street Superintendent, after the completion of all work to be done under the contract, shall forthwith make an assessment to cover the sum due for the work performed and specified in said contract (including all incidental expenses chargeable to the proceedings) in conformity with the pro- visions of the "Improvement Act of 191111, Division 7, of the Streets and Highway Code of the State of California. Note: This paragraph is not applicable when other methods for payments are stated in the contract. Page 20 11. BID PRICE The Contractor shall for the price bid, furnish all equipment, labor and materials and do all incidental work necessary to deliver all of the improve- ments complete in place in accordance with the specifications, special provisions, ordinances, plans, cross sections and detail drawings. 12. GUARANTEE The Contractor, by submission of a bid for this project, expressly agrees to the herein stipulated guarantee of materials, products, workmanship, and installations incorporated into this project. All work performed in accordance with these general requirements, special provisions and specifications, including, but not limited to, workman- ship; installation; fabrications; materials, structural, mechanical, and elec- trical facilities shall be guaranteed for a period of one year, commencing at the recorded date of filing the notice of completion of the contract by the City. Security of this guarantee shall be furnished to the City in the form of a bond in favor of the City for an amount equal to 107 of the final adjusted and agreed upon contract price. Notification will be given to the Contractor of the date of anticipated Council acceptance and the expected date of filing of notice of completion in order that he may arrange for the bond. The bond must be delivered to the Director of Public Works prior to the regular scheduled meeting, of the City Council, at which the final acceptance is proposed or recommended. The Contractor, by agreeing to this latent defect guarantee, also agrees that within 10 days, after notification of a failure or deterioration, of a facility of work covered under this contract, he will effect repair or replace- ment or show reasonable cause as to reason for further delay. Refusal or failure to commence action will result in the City arranging for the repairs or replace- ment and filing claim against the bond. Excepted from the guarantee, will be destructions caused by acts of God or by acts of the City, or by acts of public enemy, or by acts of vandals, or by results of major disaster. 13. CONFLICT WITH SPECIAL ASSESSMENT DISTRICT LAW In the event any of the general provisions shall be in conflict with or not permitted by the provisions of the Improvement Act of 1911, or the Municipal Act of 1913, the provisions of the applicable Improvement Act shall control. Page 21 Huntington Central Park Special Conditions Huntington Beach , California 1D - 1 SECTION 1D SPECIAL CONDITIONS 1 . SCOPE a . Work Included: The Contractor shall provide material , equipment and labor necessary for the development at Cen- tral City Park in accordance with the Contract Documents , Specifications and Drawings . b . Work Not Included : Work shown but marked "Not in Contract" N . I . C. By t ers " , or "By City" . 2 . LOCATION OF PREMISES AND WORK SITE a . The premises is the City-owned property contiguous to the intersection of Golden West and Talbert Ave . , Huntington Beach , California . b . The work site is the area within the "limit of Work" line shown on the drawings and additional areas designated on Utility Plan and Electrical Plan , E-2 , G-2 , G-5 , P-4, I-4, I-5 , I-3 , and U-1 to U-32 . 3 . CONSTRUCTION TIME a . Construction Time : The Contractor shall complete the development within three hundred sixty-five ( 365 ) consecu- tive calendar days from the date of commencement . b . The site is divided into five work quadrants (see Sheet 1 ) . Early completion of quadrants one ( 1 ) and two (2 ) is of the essence . Until quadrants one and two are accepted , no other areas shall be accepted without prior written authorization by the Landscape Architect. 4 . CONCURRENT CONSTRUCTION Water main line designated on plan and telephone lines laid in electrical ditches by others , shall be constructec concurrently with this contract . Complete cooperation and coordination must be maintained with other contractors . 5 . CONSTRUCTION SCHEDULING Prior to commencement of construction the Contractor will contact Landscape Architect and request a joint meeting with the Land- scape Architect, City Inspector, representatives of: Southern California Edison Co . , General Telephone Co . of California , Southern California Gas Co . , Standard Oil Co. of California , Huntington Central Park Special Conditions Huntington Beach , California 1D - 2 Pacific Lighting, Corp . , Gulf Oil Co . , Atlantic Richfield Co. , Texaco Inc . , and HUD, and any other consultants or sub-con- tractors whose services will affect the efficiency and con- tinuity of the work . Within three (3) weeks after the Contractor has been notified to start work , he shall submit to the Landscape Architect on a chart form or a critical path study, a schedule of operations giving the estimated date that each portion of the work will be started and completed. Provide construction cost for each operation and portion of work indicated on the chart . Charts will be supplied by the Contractor. The schedule shall conform to the working time set forth in the agreement and shall be sub- ject to review and modification by the Landscape Architect. Chart shall be up-dated monthly . The Contractor shall provide at all times sufficient competent labor to properly carry on the work and to insure completion of each part in accordance with schedule and within the time agreed to . He shall perform all portions of his work as may be re- quired to enable others to properly carry on their work . The Contractor shall retain a full time competent Superintendent to represent him and to direct the work at all times while any work under this contract is being performed . At any time when such Superintendent is absent from the work site he shall never- theless keep the Landscape Architect and the Supervisor in In- spector advised of his whereabouts so that he may readily be reached and available for consultation at the work site at any time . 6. JOB MEETINGS Contractor field supervisor shall attend weekly job meetings . When required by Landscape Architect , Contractor shall have representatives of sub-contractors available at such meetings . Meetings shall only be cancelled by the Landscape Architect . 7 . SPECIFICATIONS AND DRAWINGS a. Specifications which form a part of Contract Documents con- sist of Divisions and .Sections as listed in the Table of Contents in forepart of these specifications . b . Drawings which form a part of Contract Documents and which accompany these specifications are listed as follows : 1 SHEET S-1 SURVEY , PERIMETER FENCING PLAN 2 SHEET G-1 GRADING- DEMOLITION• STAKING-DETAILS 3 SHEET G-2 GRADING- DEMOLITION•STAKING PLAN 4 SHEET G-3 GRADING- DEMOLITION•STAKING• DETAILS 5 SHEET G-4 GRADING• DEMOLITION•STAKING-DETAILS 6 SHEET G-5 GRADING•DEMOLITION•STAKING- DETAILS Huntington Central Park Special Conditions Huntington Beach , California 10 - 3 7 SHEET G-6 GRADING•DEMOLITION•STAKING•DETAILS 8 SHEET U-1 TITLE SHEET, STORM DRAINS AND SEWERS 9 SHEET U-2 GOLDEN WEST STREET 10 SHEET U-3 SLATER AVENUE 11 SHEET U-4 GOTHARD STREET 12 SHEET U-5 GOLDEN WEST STREET 13 SHEET U-6 INLET DRIVE 14 SHEET U-7 CLIFFVIEW LANE 15 SHEET U-8 STORM DRAINS AND SEWER DETAILS 61 SHEET U-9 STORM DRAINS AND SEWERS 71 SHEET U-10 STORM DRAINS AND SEWERS 81 SHEET U-11 STORM DRAINS AND SEWERS 91 SHEET U-12 STORM DRAINS AND SEWERS 20 SHEET U-13 STORM DRAINS AND SEWERS 21 SHEET U-14 STORM DRAINS AND SEWERS 22 SHEET U-15 STORM DRAINS AND SEWERS 23 SHEET U-16 STORM DRAINS AND SEWERS 24 SHEET U-17 STORM DRAIN DETAILS 25 SHEET U-18 STORM DRAIN DETAILS 26 SHEET U-19 STORM DRAIN DETAILS 27 SHEET U-20 ON SITE SEWERS 28 SHEET U-21 ON SITE SEWERS 29 SHEET U-22 ON SITE SEWERS 30 SHEET U-23 ON SITE SEWERS 31 SHEET U-24 MAINTENANCE YARD AND SERVICE ROAD 32 SHEET U-25 GOLDEN WEST STREET 33 SHEET U-26 GOLDEN WEST STREET 34 SHEET U-27 35 SHEET U-28 GOLDEN WEST STREET 36 SHEET U-29 STANDARD OIL ALTERNATE "A" AND "B" 37 SHEET E-1 ELECTRICAL AND DETAILS 38 SHEET E-2 ELECTRICAL 39 SHEET E-3 ELECTRICAL AND DETAILS 40 SHEET E-4 ELECTRICAL 41 SHEET E-5 ELECTRICAL 42 SHEET E-6 ELECTRICAL AND PANEL SCHEDULE 43 SHEET I-1 IRRIGATION PLAN 44 SHEET I-2 IRRIGATION PLAN 45 SHEET I-3 IRRIGATION PLAN AND DETAIL PLAN 46 SHEET I-4 IRRIGATION PLAN 47 SHEET I -5 IRRIGATION PLAN 48 SHEET I-6 IRRIGATION PLAN 49 SHEET P-1 PLANTING PLAN 50 SHEET P-2 PLANTING PLAN 51 SHEET P-3 PLANTING PLAN AND DETAILS 52 SHEET P-4 PLANTING PLAN 53 SHEET P-5 PLANTING PLAN 54 SHEET P-6 PLANTING PLAN AND DETAILS 55 SHEET A-1 SITE PLAN , NOTES 56 SHEET A-2 FOUNDATION PLAN , ROOF FRAMING PLAN , DETAILS 57 SHEET A-3 FLOOR PLAN , SECTIONS, AND DETAILS Huntington Central Park Special Conditions Huntington Beach , California 1D - 4 58 SHEET A-4 ROOF PLAN , ELEVATIONS , AND DETAILS 59 SHEET A-5 TOILET ROOM PLAN AND INTERIOR ELEVATIONS 60 SHEET A-6 PLUMBING PLAN , DETAILS 61 SHEET A-7 ELECTRICAL PLAN , DETAILS 62 SHEET A-8 SITE PLAN , NOTES 63 SHEET A-9 FOUNDATION PLAN , FLOOR AND ROOF FRAMING PLANS 64 SHEET A-10 STRUCTURAL DETAILS 65 SHEET A-11 FLOOR PLAN , SECTIONS AND DETAILS 66 SHEET A-12 ROOF PLAN , ELEVATIONS AND DETAILS 67 SHEET A-13 TOILET ROOM PLAN AND INTERIOR ELEVATIONS 68 SHEET A-14 PLUMBING PLAN , DETAILS 69 SHEET A-15 ELECTRICAL PLAN , DETAILS 70 SHEET A-16 SITE PLAN , BUILDING 1C 71 SHEET A-17 FOUNDATION PLAN , BUILDING 1C 72 SHEET A-18 ROOF FRAMING PLAN , BUILDING 1C 73 SHEET A-19 FLOOR PLAN , BUILDING 1C 74 SHEET A-20 ELEVATIONS , SECTIONS, BUILDING 1C 75 SHEET A-21 ROOF PLAN , BUILDING 1C 76 SHEET A-22 INTERIOR ELEVATIONS , DETAILS , BUILDING 1C 77 SHEET A-23 MECHANICAL PLAN , BUILDING 1C 78 SHEET A-24 PLUMBING PLAN , BUILDING 1C 79 SHEET A-25 ELECTRICAL PLAN , BUILDING 1C 80 SHEET A-26 PLAN , SECTIONS, DETAILS , BUILDING 1D, 2D C . In case of discrepancies in the specifications or drawings , the Contractor shall notify the Landscape Architect before proceeding with work in questions . 8. ELEVATIONS AND LAYOUT a . Elevations : The Contractor shall verify elevations shown on the rawings . Bench mark locations and elevations are shown on Sheet 1 . b . Layout : Layout dimensions shown on the drawings are measured from existing points or alignments . The Contractor shall accurately lay out the work in conformance with dimensions shown and establish any other necessary reference points . 9 . SURVEY Contractor shall provide and pay for all services of a licensed surveyor or engineer to perform all necessary staking , layout, and control necessary . Minimum engineering requirements are as follows : a . Grading grids 50 ' o . c . b . Storm and sanitary sewer 25 ' o . c . c . Curb 25 ' o . c . Huntington Central Park Special Conditions Huntington Beach , California 1D - 5 d . Roadway paving-subgrade and blue tops 25 ' o . c . , as edges , center lines , and quarter lines . e . Structures - offsets to each corner. f. Walkways - grid coordinates and elevations indicated on plan . 10. WORKING HOURS Working hours are Monday through Friday , 7 a . m. to 4 p .m. adja- cent to residential areas . 11 . LANDSCAPE ARCHITECT/ARCHITECT Wherever the words Landscape Architect or Architect are used in the specification , the Landscape Architect shall be notified. The Landscape Architect shall notify other consultants as neces- sary. The Architect shall have final authority over building construction . 12 . PARTIAL OCCUPANCY Owner reserves right to occupy portions of the work prior to completion and to install equipment and other work therein if it does not interfere with work of Contractor. 13. ADDITIONAL DEFINITIONS a . Reference to Drawings : Where the words "shown" , "indicated" , "detailed" , "noted" , "scheduled" or words of similar import are used , it shall be understood that reference is made to the drawings accompanying these specifications , unless stated otherwise . b . Directions : Where the words "directed" , "designated" , "selected" or words of similar import are used, it shall be understood that the direction , designation , selection or similar import , of the Landscape Architect is intended , un- less stated otherwise . The word "required" and words of similar import shall be understood to mean "as required to property complete the work and as required and approved by the "Landscape Architect" , unless stated otherwise . C . Equals and Approvals : Where the words "equal " , "approved equal " , "equivalent' and words of similar import are used , it shall be understood such words are followed by the expression "in the opinion of the Landscape Architect" , unless stated otherwise . Where the words "approved" , "approval " , "pp acceptable acceptance or words of similar import are used , it shall be understood that the approval , acceptance , or similar import , of the Landscape Architect and City is intended . Huntington Central Park Special Conditions Huntington Beach , California 1D - 6 d . Perform and Provide : The word "perform" shall be under- stood to mean t at the Contractor, at his expense , shall perform all operations necessary to complete the work , including furnishing of necessary labor, tools , and equipment , and further including the furnishing and installing of materials that are indicated , specified , or required to complete such performance . The word "provide" shall be understood to mean that the Contrac- tor , at his expense , shall furnish and install the work , complete in place and ready for use , including furnishing of necessary labor , materials , tools , equipment , and transportation . These definitions apply the same to future , present , and past tenses , except the word "pro- vided" may mean "contingent upon" where such is the con- text . e . Language and Intent : The specification sections are writ- ten in a modifie brief style consistent with clarity . In general , the words "the" , "shall " , "will " , and "all " are not used . Where such words as "perform" , "install " , "erect" , "test" , or words of similar import are used , it shall be understood that such words include the meaning of the phrase "The Contractor shall " . The requirements indicated and specified apply to all work of the same kind , class , and type , even though the word "all " is not stated . 14. REFERENCES a . Reference to Building Code : Wherever the term "Building Code" or "Code" is used in specifications , said terms mean the official Building Code of the City of Huntington Beach , current edition . b . Qualification of Standard Specifications : Wherever re- ferences are made in Building o e to andard Specifica- tions or methods of ASTM and corresponding materials or tests are specified herein by reference to current serial designations of ASTM , requirements of latter govern inso- far as same are not in contravention with maxima or minima prescribed by documents designated in Building Code. Cur- rent serial designations of ASTM specifications referenced are as listed in ASTM Index to Standards , 1964 Edition issued July 1964 . Huntington Central Park Special Conditions Huntington Beach , California 1D - 7 C . Standard Specifications , such as ASA, AASHO , AWWA , AISC , Commercial Standards , Federal Specifications , NFPA, NEMA , UL , and the like , incorporated in the requirements by reference shall be those of the latest edition at time of receiving bids , unless otherwise specified . It shall be understood that the manufacturers , producers , and their agents , of materials required either have such specifica- tions available for reference or are fully familiar with their requirements as pertains to their product or material . d . Materials Furnished Under Standard Specifications : Where materials are specified solely by reference to standard specifications , the Contractor shall , if the Landscape Architect or City requests , prepare and submit for approval a complete list of all such materials proposed to be in- corporated in the work . e. Optional Materials : In all cases where more than one pro- prietary brand name is specified , the Contractor is given optional use of any one of the materials or equipment spe- cified . The Contractor shall , before placing orders for same , advise the Landscape Architect in writing of each specific material , appliance , or piece of equipment that will be furnished for the work and of the purpose for which it is to be used . Only one brand , kind and make of material shall be used for each specific purpose throughout the entire work notwithstanding the fact that similar material or equipment of two or more manufacturers or pro- ducers may be specified for the same purpose . f. Addenda to Specifications : Instructions issued by the Landscape Architect covering changes in , or special inter- pretations of , drawings or specifications are incorporated in Contract Documents by means of Addenda . Verify that changes and interpretations covered by such instructions have been correctly listed and described in related Addenda . g . Plurality of Terms : In all cases where materials , opera- tions , equipment, devices , etc . , are referred to in the sinu- lar number, it is intended , unless specifically otherwise limited , that such references shall be applied to as much material , as many operations , as much equipment, and as many devices , etc , as are required to complete fully all work shown and specified . 15 . QUALITY OF PRODUCT SPECIFIED Whenever in these specifications a single manufacturer is named, the intent is not to limit consideration solely to this maker Huntington Central Park Special Conditions Huntington Beach , California 1D - 8 but to establish a standard of quality for the product. The Contractor must submit the names of alternate manufacturers of comparable materials for the approval of the Architect/Landscape Architect before substitutions will be permitted . a . Acceptance of such "equal " product or proposed substitution is entirely at discretion of Landscape Architect and City, and subject to following qualifications : ( 1 ) Equal in Quality of materials used , in structural strength and in details of construction . (2 ) Equal in Performance , mechanically and technically . ( 3 ) Equal in Finish , or in characteristics permitting specified finish to be applied . (4) Equal in Price: Materials and equipment which are equal in quality and utility are competitive products and are approximately equal in price on the open market . If approval is requested for materials or equipment ma- terially cheaper than specified products , Landscape Architect and City may, at his discretion , prefer specified products , or condition approval to receipt of contract credit . (5 ) Equal in Guarantee , including terms and provisions of guarantee wit out any additional exception or exclu- sions . b . Repair and Maintenance : A most important condition in deter- mining equality o substitute materials and equipment is availability of replacement parts and maintenance service as well as ultimate maintenance cost. An inequality in this condition as between proposed substitutions and spe- cified products may be determining factor in whether or not an approval is granted . 16 . MANUFACTURERS ' RECOMMENDATIONS With exceptions as specified and/or indicated on the drawings , apply , install , connect , erect , use, clean , and condition manu- facturered articles , materials , and equipment per manufacturers ' current printed recommendations . Keep copies of such printed recommendations at job site , and deliver 3 copies to Landscape Architect and 6 to City. 17 . PUBLIC AND PRIVATE UTILITIES Contractor shall send proper notices , make all necessary arrange- ments and perform all other services required in care and main- tenance of all public and private utilities . Contractor shall Huntington Central Park Special Conditions Huntington Beach , California 1D - 9 assume all responsibility concerning same for which the City may be liable . Enclosing or boxing-in for protection of any public and private utilities equipment shall be done by Con- tractor. Upon completion of work , Contractor shall remove all enclosures , fill in all openings , and leave in finished condition . 18. LISTS OF MATERIALS AND EQUIPMENT Where required by the specifications , submit lists of materials and equipment in conformance with the following . Submittals shall be made by transmittal the same as specified for shop drawings and in accordance with the progress schedule. a . Binding and Information Required : Initial submittal copies shall be neatly bound with sturdy labeled covers of type allowing easy removal or insertion of brochures and data . Loose or incomplete copies will be rejected . For each item listed , include manufacturer ' s name and address , trade name , local supplier ' s name and address , catalog number, catalog cuts and brochures , complete technical and perfor- mance data for machinery and equipment , and all other in- formation to completely describe the items . Furnish supple- mentary information if required by the Landscape Architect . Mark cuts , brochures , and data to indicate items proposed and the intended use . b. Acceptance : In determination of acceptability, the Land- scape Architect will consider the ready availability of maintenance and repair parts and materials , the availa- bility of manufacturer ' s technical representatives , and such other factors that relate to the maintenance and re- pair of installed items without excessive inconvenience to the City , as well as determination of conformance with the Contract Documents . c . Submittals : Shall be made as follows , unless otherwise required in the specifications . Incomplete submittals will not be accepted . ( 1 ) Initial Submittal : Submit complete bound lists of equipment required to be purchased . With the lists , include separately a list of any proposed substitute materials and equipment . Initial submittal shall include 3 complete copies to the Landscape Architect. (2 ) Resubmittals : The Landscape Architect will notify the Contractor of any disapproved items . Within 15 days after receipt of such notice , the Contractor shall sub- mit proposed replacement items for disapproved items , number of copies and distribution shall be the same as initial submittal for each resubmittal until appro- val is obtained . Resubmittals need not be bound, but Huntington Central Park Special Conditions Huntington Beach , California 1D - 10 the transmittal shall identify each disapproved item and the proposed replacement item therefor. The Land- scape Architect will notify the Contractor of approved replacements, and/or proposed substitute materials and equipment . (3) Final Approved List : Within 30 days of approval of fists , Contractor shall deliver to Landscape Architect a complete list of equipment ordered , showing manu- facturer ' s name , description , plate numbers , and date of each order. (4) Approval of substitute materials or products other than those specified shall not relieve the Contractor from complying with the requirements of the drawings and specifications , and the Contractor shall be re- sponsible at his own expense for any changes caused by his proposed substitutions which affect other parts of his own work or the work of subcontractors . b . Procurement : The Contractor shall provide those items in- cluded in the approved lists , without deviation , unless subsequently revised by change order procedure . 19 . SAMPLES Submittal of samples , where specified or directed , shall be made by the Contractor with a dated transmittal form or letter, and not be subcontractors or suppliers . Samples of manufactured or process materials and equipment shall be submitted in accord- ance with the progress schedule . Samples of field applied paint and decorating materials and colors shall be submitted not less than 60 days prior to start of field painting and decorating work . Unless otherwise specified , samples shall be submitted in duplicate , delivered to the Contractor ' s field office at the site . a . Identification : Label or tag each sample or set of samples identifying the manufacturer' s name and address , brand name , catalogue number, project title , and intended use. b . Colors , Patterns , and Textures : For items required to be of selected and approved co ors , patterns , textures , or other finish submit sufficient samples to show the range of shades , tones , values , patterns , textures , or other features corresponding to the instructions . Submit color samples of field-applied paint materials as specified for painting work . c . Test Samples : Furnish test samples as specified . Huntington Central Park Special Conditions Huntington Beach , California 1D - 11 d . Samples Incorporated in the Work : Casework , lighting fix- tures , mock-up installation , equipment , and items of similar nature may be used in the construction , providing they are approved by Landscape Architect prior to installation and carry identification as samples . 20. INSPECTIONS a . * General : The Contractor shall at all times permit the City and the Landscape Architect and their authorized agents to visit and inspect the work or any part thereof. He shall maintain proper facilities and provide safe access for such inspection by the Landscape Architect to all parts of the work , and to the shops where work is in preparation . Where the specifications require work to be tested by the Con- tractor, it shall not be covered up until tested and ap- proved by the Landscape Architect and the Contractor shall be solely responsible for notifying the Landscape Architect where and when such work is in readiness for testing . Should any such work be covered without such test and ap- proval it shall , if so ordered , be uncovered at the Con- tractor ' s expense . b . Work Phase : The Contractor shall notify the Landscape Arc itect of those phases of work that will be ready for inspection allowing at ' least seven (7 ) days prior to com- pletion in order that Landscape Architect may schedule an inspection date and time. C . Final : The Contractor shall notify the Landscape Architect in writing of date of completion of contract work and re- quest final inspection . Landscape Architect will notify Contractor of date and time of final inspection . d . City ' s Inspector: All work is subject to inspection by City ' s Inspector , employed and paid by City , to the extent deemed necessary by the City. Within the scope of the Contract , the City ' s Inspector is authorized to enforce compliance with the drawings and specifications ( including conformance with approved shop drawings , samples , and lists of materials and equipment) , and to suspend the work until any questions at issue regarding compliance can be referred to and decided by the Landscape Architect and City . The City ' s Inspector is not authorized to revoke , alter, or waive any requirements of the Contract ; to represent the City in any capacity other than for inspection unless spe- cifically authorized in writing by the City in each instance ; to act in any capacity or perform any duties for the Con- tractor or interfere with the management of the work by the Contractor; nor to represent the Landscape Architect or to perform any functions or responsibilities required of the Huntington Central Park Special Conditions Huntington Beach , California 1D - 12 Landscape Architect under the General Conditions . Any advice , observations , or comments the City ' s Inspector may give the Contractor shall in no way be construed as binding to either the Landscape Architect or City in any way , nor release the Contractor from fulfilling all the terms , pro- visions , and requirements of the Contract . 21 . PROTECTION OF WORK AND FACILITIES a . Protection of Adjacent Property : The Contractor shall pro- tect all adjacent property , roads , streets , curbs , and plant- ing during construction operations . All damaged material shall be replaced and/or repaired at the expense of the Con- tractor. b . Protection of Fishery : Contractor shall coperate with Calif- ornia Fish and Game Department when working near or in the lakes . Damage to fishery or fish habitat shall be repaired or replaced at Contractor ' s expense as directed by Landscape Architect . C . Protection of Work in Place : It is the intention that, upon completion , the entire work shall be delivered to the City in proper, whole and unblemished conditions . d . Dust Palliation : Throughout the entire construction period, a fective y ust-palliate the working area , unpaved roads used in the operations , and involved portions of the site . Such palliation shall include intermittent watering and sprinkling at such frequency as will satisfactorily lay the dust. e . Fire Precautions and Protection : The Contractor shall take necessary precautions to guar against and eliminate possi - ble fire hazards and to prevent damage to construction work , building materials , equipment , temporary field offices , storage sheds , and public and private property. f. Safety Codes and Regulations : All work performed under the Contract , and all equipment , appliances , tools , hoists , scaffolds , and like items used in the work shall conform to all Federal , State , County , and Municipal Safety Codes and Regulations . Where conflicting requirements occur, the more stringent shall govern . g. Safety Hats : All employess of Contractor and subcontractors shall be provided with hard hats which shall be worn at all times while on the job site . Contractor shall provide ade- quate signs at appropriate locations warning all employees of this requirement . Persons not wearing hard hats shall be discharged from the job . Safety : " In accordance with generally accepted construction practices , the Contractor will be solely and completely responsible for conditions of the job site , including safety Huntington Central Park Special Conditions Huntington Beach , California 1D - 13 of all persons and property during performance of the work . This requirement will apply continuously and not be limited to normal working hours . The duty of the Landscape Archi - tect to conduct construction review of the Contractor' s performance is not intended to include review of the ade- quacy of the Contractor ' s safety measures , in , on , or near the construction site , in the event that general approval of the Contractor' s performance is otherwise indicated" . 22 . CONSTRUCTION HAZARD Contractor shall perform all necessary construction operations in debris -filled area at north-east portion of park along Gothard Street at no additional cost to the City . See drawing S-1 . 23• AS-BUILT RECORD DRAWINGS a . The Contractor shall maintain a complete and accurate set of "as-built" drawings . These drawings shall be kept up to date with the progress of the work. The City shall furnish a set of drawings on which to record "as-built" conditions . b . The Contractor shall indicate clearly and correctly work installed differently from that shown on the contract draw- ings . By dimensioning from two permanent points of refer- ence , show locations , size and invert elevations of sanitary sewer pipe and fittings , of storm drain pipe and fittings ; alignment and location of irrigation system connection to existing water lines , gate valves , pressure supply pipe , control valves , quick couplers , pressure relief valves and control wiring ; location , alignment , size and carrying capa- city of electrical service conduit and outlets . c . On completion of the work , the Contractor shall obtain one ( 1 ) set of Ozalid transparencies of the contract drawings from the Inspector, at cost , and all changes as noted on the record set shall be drawn on the transparencies with black India ink . The Ozalid transparencies shall be signed by the Contractor as complete and accurate record of work as built . This set of Ozalids shall be delivered to the Inspector for approval by the Landscape Architect. "As- built" drawings unacceptable to the Landscape Architect shall be corrected by the Contractor and resubmitted . 24 . FORM OF GUARANTEES When required by 'the specifications , written guarantees shall be in the form of the following Guarantee , on the Subcontrac- tor ' s , Contractor' s or Materials Supplier ' s own letterhead : Huntington Central Park Special Conditions Huntington Beach , California 1D - 14 "GUARANTEE FOR We hereby guarantee that the * we have ** ( furnished ) ( furnished and installed) in Central City Park , Huntington Beach , California conforms to the requirements of the Contract Documents and , as installed , will fulfill the guarantee requirements included in the specifications . We agree to repair or replace any or all of our work , to- gether with any other adjacent work which may be displaced by so doing , that may prove to be defective in its workman- ship , materials , or operation within a period of year(s ) from the date of substantial completion of the a ove-mentioned structure(s ) , ordinary wear and tear and unusual abuse or neglect excepted . In the event of our failure to comply with the above-mentioned conditions within a reasonable period of time , as determined by the City , after being notified in writing , we collective- ly and separately do hereby authorize the City to proceed to have said defects made good at our expense , and we will honor and pay the costs and charges therefor upon demand , including any costs of collection and attorney ' s fees . Signed (Subcontractor of Suppli`_e_rT Countersigned (General Contractor Local Representative to be contacted for service : Name Address Phone Number Notes : * Include Serial numbers or like identification for each item of machinery or equipment , as applicable , or attach listing . ** Delete inapplicable phrase Huntington Central Park Special Conditions Huntington Beach , California 1D - 15 25 . SHOP DRAWINGS The Contractor shall check and verify all field measurements and shall submit with such promptness as to Cause no delay in his own work or in that of any other Contractor, three copies , unless otherwise specified, checked and approved by him, of all shop or setting drawings and schedules required for the work of the various trades . The Architect shall check and approve , with reasonable promptness , such schedules and drawings only for conformance with the design concept of the project and com- pliance with the information given in the Contract Documents . The Contractor shall make any corrections required by the Archi - tect , file with him two corrected copies and furnish such other. copies as may be needed . The Architect ' s approval of such draw- ings or schedules shall not relieve the Contractor from responsi - bility for deviations from Drawings or Specifications , unless he has in writing called the Architect ' s attention to such de- viations at the time of submission , and secured his written ap- proval , nor shall it relieve him from responsibility for errors in shop drawings or schedules . Huntington Central Park Temporary Facilities Huntington Beach , California lE - 1 SECTION lE TEMPORARY FACILITIES Requirements of all other Sections of Division 1 apply to work of this Section . 1 . SCOPE Provide temporary facilities as specified , complete . 2 . CONSTRUCTION OFFICES Contractor shall provide such office space on the site as is re- quired for the performance of his work . The office and room may be either suitable trailers or temporary construction , water- proof, weathertight, and well lighted, floored and heated ; and shall be accessible to the Owner and the Architect or their re- presentatives . No separate office space is required for Archi - tect or Owner . a . Telephone : The Contractor shall at his own expense provide and maintain a nonpay telephone in the office for his own use and the general use of the work . The telephone shall be accessible to the Owner, Architect , and their representa- tives for local use without charge. b . Removal : The offices and rooms , and the equipment and furni - ture thereof, shall remain the property of the Contractor and shall be removed by him upon completion of the work . 3 . WATER All water used on the work shall be furnished by the Contractor. The Contractor shall furnish the necessary temporary meter, piping, and hose from the distribution point to the points on the site where water is necessary. 4 . TEMPORARY ELECTRIC SERVICES Electric service required in the performance of the Contract shall be furnished and paid for by the Contractor who shall fur- nish , install and maintain all temporary poles and overhead con- struction , transformers , meters , drops and other wiring and fit- tings for both light and power at locations required in the work, and shall bear the cost of making the service connections . It shall be specifically understood that the Contractor shall provide all temporary power and lights for the completion of all of the work of this Contract throughout all working hours of all trades and shall include any overtime considerations for any standby services required to achieve that end. Huntington Central Park Temporary Facilities Huntington Beach , California lE - 2 5 . TEMPORARY TOILET FACILITIES The General Contractor shall install and maintain in sanitary con- dition suitable toilets for use of workmen . The location of toilets shall be approved by the Architect . Chemical toilets may be used if approved by the local authorities . Use of toilet areas in the new or existing building is not permitted . 6 . PROJECT SIGN Provide size , project sign in accordance with Architect ' s in- structions and approval as to content, style , layout and loca- tion . No other signs will be permitted. See Article 58 of HUD General Conditions . 7 . FENCES AND BARRICADES Provide fences and barricades as required by Code and in accor- dance with Architect ' s instructions . Provide suitable gates for passage of vehicles employed on the work . Gates shall be pro- vided with approved locking devices . All gates shall have ap- proved double lock or provide City with keys . All construction fences shall have ' No Tresspassing ' signs attached to fence at intervals not less than three ( 3) to a mile and at all points of access . Sign to read : No Tresspassing, Sec . 4256 of Public Resources Code . Paint barricades facing on public thoroughfares with 2 coats of paint , colors as directed by Architect , and in- clude sign lettering as directed . 8. TEMPORARY STORAGE AREA The Contractor may use area designated on plan of the City ' s property to the extent available and approved , as a temporary storage area . When directed, the Contractor shall remove stored material and equipment, clean-up the area to the extent used, and leave it ready for grading. 9 . REMOVAL OF TEMPORARY CONSTRUCTION Temporary office facilities , toilets , barricades , storage sheds , utilities and other construction of temporary nature shall be removed from the site as soon as the progress of the work will permit in the opinion of the Architect and the portions of the site occupied by same shall be properly reconditioned and re- stored to a condition acceptable to the Owner and the Architect . Huntington Central Park Clean-Up and Disposal Huntington Beach , California 1F - 1 SECTION IF CLEAN-UP AND DISPOSAL Requirements of all other Sections of Division 1 apply to work of this Section . 1 . SCOPE Perform clean-up and disposal work as specified , complete . This Section forms a part of all other Sections of the specifications and shall be coordinated with such additional clean-up and dispo- sal requirements as may be specified in other Sections . 2 . CLEAN-UP DURING THE WORK At all times , the buildings and structures , working areas , and site shall be kept clean and orderly . All dirt , debris , waste , rubbish , and disused implements and equipment shall be removed frequently , and not allowed to accumulate . Flammable and toxic materials shall not be stored in the structures . Paper and debris shall be cleaned up and disposed of bi -weekly, with de- bris and paper being removed the day prior to each job meeting. 3 . FINAL CLEAN-UP In addition to the requirements specified above , the Contractor shall thoroughly clean the inside and outside of the buildings and structures , including all fixtures , equipment , walls , ceil - ings , floors , and hardware . This shall include thorough cleaning of roofs , window and opening ledges and sills , horizontal pro- jections , exterior steps and platforms , walkways , rails , and other surfaces . a . Dust , dirt , stains , handmarks , paint spots , plaster droppings , and like defects shall be completely removed from the sur- faces . Metal surfaces shall be cleaned and polished, using only non-corrosive and non-abrasive materials . Ceramic sur- faces shall be washed and glazed surfaces polished . b . Fixtures and Equipment : Plumbing fixtures and like items shall be cleaned and—polished. Lighting fixtures shall be free of dust , dirt , stains , or waste material . Equipment and machinery shall be cleaned , services , and left ready for use . C . Glass shall be washed and polished on both sides , and left free of dirt , marks , labels , or spots . Huntington Central Park Clean-Up and Disposal Huntington Beach , California 1F - 2 d . Floors : Cement and ceramic floors shall be washed and mopped dry , free of streaks or stains . Resilient flooring shall be freshly waxed and buffed as specified . e . Final Inspection : Any deficient cleaning operations , as determined by the Architect , shall be immediately corrected as directed . 4. DISPOSAL Rubbish or waste material may be disposed in Dump Area with approval of Landscape Architect . Huntington Central Park Demolition and Site Clearance Huntington Beach , California 2A - 1 SECTION 2A DEMOLITION AND SITE CLEARANCE 1 . SCOPE The Contractor shall provide material , equipment and labor for demolition and site clearance in accordance with the specifi - cations and drawings . 2 . PROTECTION OF EXISTING IMPROVEMENTS All existing improvements , utilities and properties whether in- side or outside the park area and not being demolished shall be protected against damage by the Contractor. The Contractor shall be responsible for the safety and stability of all existing structures and buildings in or adjacent to the work where affect- ed by his operations and shall repair or make good any damage caused by his operations to the mutual satisfaction of the City and the Landscape Architect. All demolition shall be performed with the minimum disturbance to and interference with normal functioning of adjoining proper- ties . Where necessary , the Contractor shall provide barricades for the protection of property and persons from damage and in- jury due to the execution of the work . The Contractor , shall , for the purpose of alleviation or prevention of dust nuisance originating within the construction site , apply water in loca- tions designated by the Landscape Architect with pressure-type water distribution trucks equipped with a spray system. The exact rate and number of applications will be determined by the Landscape Architect . 3 . PROTECTION OF TREES a . General Protection : The Contractor shall be responsible for the protection of tops , trunks and roots of existing trees on project site that are to remain . Existing trees subject to construction damage shall be boxed , fenced or otherwise protected before any work is started ; remove boxing when directed . Do not permit heavy equipment or stockpiles with- in branch spread. Remove interfering branches without in- jury to trunks and cover scars with tree paint . b . Grading Around Trees : Where excavating , fill or grading is require within— tie—branch spread of trees that are to re- main , the work shall be performed as follows : ( 1 ) Trenching : When trenching occurs around trees to re- main , the tree roots shall not be cut but the trench Huntington Central Park Demolition and Site Clearance Huntington Beach , California 2A - 2 shall be tunneled under or around the roots by careful hand digging and without injury to the roots . (2 ) Raising Grades : When the existing grade at tree is be- the new finished grade , and fill not exceeding 16 inches is required , clean washed gravel graded from f - inch to 2-inch size shall be placed directly around the tree trunk . The gravel shall extend out from trunk on all sides a minimum of 18 inches and finish approximately 2 inches above the finished grade at tree . Install gravel before any earth fill is placed . New earth fill shall not be left in contact with the trunks of any trees requiring fill . ( 3 ) Lowering Grades : Existing trees in areas where the new finished gra a is to be lowered , shall have regrading work done by hand to elevation as indicated . Roots as required shall be cut cleanly 3 inches below finished grade and scars covered with tree paint . 4 . DEMOLITION Demolition shall consist of the operations necessary to demolish and dispose of water and oil tanks , miscellaneous buildings , residences , barns , sheds , foundations , automobile wrecking yard, wood and chain link fencing , dead or dying trees and any other items designated on plan for demolition . Debris from demolition may be disposed of on site as designated on Sheet 1 except oily waste , steel and metal products which will be disposed of off site at Contractor' s expense . The Landscape Architect shall make final determination of items disposable on site. All wood , brush and trees shall be chipped and stored on site as directed by Landscape Architect ; approved chipped material may be used for ' Chipped Material ' on special walks , drawing G-3 . Wood too large to be chipped shall be disposed of at Contractor ' s expense . All debris fill shall be installed according to Section 19 ' Embank- ment ' , California State Specifications . Contractor shall remove and fill all abandoned cesspools or wells that are found on the site . 5 . UTILITIES TO BE REMOVED Contractor shall be responsible for all cost and work involved in terminating utility services to all buildings and storage tanks that are to be demolished . Cap all ends of terminated pipes with approved caps or weld plate over ends . Conduits not uncovered shall be abandoned in place . 6 . SITE CLEARANCE Site clearance shall consist of the operations necessary to pro- duce surface and sub-surface conditions acceptable for commenc- ing grading operations . Remove weeds , rocks , paving , debris or Huntington Central Park Demolition and Site Clearance Huntington Beach , California 2A _ 3 other obstructions encountered , and dispose of material on site as indicated on Sheet 1 unless otherwise directed by the Landscape Architect. Huntington Central Park Grading Huntington Beach , California 2B - 1 SECTION 2B GRADING 1 . SCOPE Grading consists of excavation , filling , and compacting neces- sary to bring surface of subgrade to cross sections and grades shown on plans , and installing spawning areas , lakeside gravel filled trench and sumps . 2 . WORK SPECIFIED ELSEWHERE a . Testing of work . b . Demolition and site clearance . 3. STAKING a . Contractor shall establish center line of roads and walks from Grid Coordinates except where engineering data is available , which will be used for line and grade . b . Center lines shall be established for each complete road or walk segment and for at least two coordinate points for each continuing walk in other quadrants . c . All walks shall be staked in a quadrant (see Sheet 1 ) before inspection of layout will commence. Partial systems will not be inspected . Contractor shall adjust alignments as directed by the Landscape Architect . All walk alignments in a quadrant must have the Landscape Architect ' s approval prior to commencement of grading for these areas . d . All curves established shall be smooth curves without flat spots . e . Contractor shall adjust walk alignments as directed by the Landscape Architect at no additional cost to the City. f. See Section 1 -D for other survey requirements . 4. COMPACTION TEST Test shall be provided and paid for by the City. Retesting for areas not approved shall be paid for by the Contractor by a qualified and approved tesing laboratory. Test shall be per- formed in the presence of the Inspector. Huntington Central Park Grading Huntington Beach , California 2B - 2 5. MATERIAL a . Use suitable borrow material consisting of soil , mineral aggregates or blend thereof, or suitable excavated material required to complete all work . Obtain any suitable borrow material from nearby areas in locations and in a manner as designated by the Landscape Architect. Fill material shall be approved for use by Inspector. Ma- terials shall compact to hard unyielding surface and there- after remain stable . Compaction shall be not less than 90% except in planting areas as determined by Test Method Calif #216 . Fill areas requiring sand fill shall be approved on site material as available and off site sand . Off site sand sam- ples shall be submitted to the Landscape Architect for ap- proval prior to use . Rejected material shall not be used . On site sand shall not be used for sand requirement in Sec- tion 2L . Remove wood and rubbish throughout material . b . Remove waste material and excavation unsuitable as fill material to the disposal area ( see Sheet 1 ) . 6 . CONSTRUCTION a . Grading for Paving and Building Sites : Grading shall consist of excavation , filling and compacting soil to bring surface of subgrade in accord with paving and building foundation grade requirements . Subgrade is defined as the surface upon which the pavement , base, sub-base or building foundation is placed. ( 1 ) Embankment: In sections where fill is to be made , scarify original ground surface to depth of 6" and re- move vegetation or other unsuitable material to form bond between original ground and additional layers of soil or base to be placed thereon . In embankments , consider scarified depth as part of first l ' of fill , and compact therewith . Remove all rock over 4" in greatest dimension from top 24" of fill material placement. Remove rocks or lumps over 2-1 /2" from upper 6" of roadbed, and refill resulting space with approved ma- terial . Place materials for such replacements and em- bankments more than 1 ' in height , in not to exceed 8" Huntington Central Park Grading Huntington Beach , California 2B - 3 layers loose measurement , and compact such layers thor- oughly with rollers weighing not less than 10 tons , or by approved type sheep ' s foot tampers . If soil or other embankment material does not contain sufficient moisture to insure proper compaction , apply additional water by methods to insure even distribution . When embankment is to be made and compacted on hillsides or against existing embankments , cut 6 ' min . horizontally into slopes or original hillside or existing embankment as work is brought up in layers . Recompact material thus cut out with new embankment material . ( 2 ) Compaction : Relative compaction of earthy materials composing each layer of embankment shall be not less than 90% as determined by Test Method Calif #216 . ( 3) Sub grade Preparation : Where original ground conforms approximately to inished pavement and building slab surface, scarify basement material to depth of at least 6 " below subgrade surface ; remove vegetation or other unsuitable material . Backfill resulting excavation with suitable material . Subgrade of pavements shall have re- lative compaction of not less than 90% for depth of at least 6" . (4) Drain Ditches : Construct ditches true to grade and cross se tion . Prepare surfaces of drain ditches with equip- me�t producing a firm, uniform and even cross section . Ditches shall slope in all cases without high and low spots and without loose hard lumps of earth in a manner to provide satisfactory drainage . b . Grading for Planting: Grading shall consist of excavating , filling and compacting soil to bring the finished surface in accord with grades shown . ( 1 ) Materials : Top soil shall be approved, on site soils removed--during grading operations or other areas approved by the Landscape Architect. No soil from more than 12" depth shall be considered "top soil " without prior ap- proval by the Landscape Architect . ( 2 ) Rough _Grading: Planting and Lawn Areas : Soil shall be brought to approximate grade using top soil . Rip planting areas to a minimum depth of 18" on 3 foot centers prior to placing top soil . ( 3) Finished Grading: Planting and Lawn Areas : Bring soil surface to smooth , final grade , 1 " below finish grade at adjacent paving , and free of rock one inch size or larger. Huntington Central Park Grading Huntington Beach , California 2B - 4 ( 4) Compaction : Planting soil shall be compacted to provide a stable , uniform surface in accordance with the speci - fied grades and surface drainage flowlines . Soil shall not be overly compacted so as to cause surface water to run off rather than be absorbed into the soil . C . Peat : Contractor shall stockpile sufficient peat for the so T amending process ( see Planting Specifications ) . See Sheet 1 for location of peat deposit and stockpile area . Contractor shall protect stockpile from wind and rain . d. Spawning Area : Install pea gravel in lake areas a minimum of 6 " deep in areas noted as ' spawning area ' . e . Fill trenches and sumps with 3/4" diameter gravel and cover with sand as detailed . Huntington Central Park IDS Huntington Beach , California 2E - 1 SECTION 2E IRRIGATION AND DOMESTIC SYSTEM 1 . SCOPE The work of this section shall include the furnishing of all labor , materials , equipment and services necessary to complete the domestic and irrigation systems as shown on the drawings , as herein specified , and as necessary to complete the job . 2 . WORK NOT INCLUDED Work noted as "N . I . C. " , or "Existing" . 3 . GENERAL a . Materials shall be of first quality and of domestic manufacture unless otherwise noted . b . The installation of all sprinkler materials , including pipe , shall be coordinated with the landscape drawing so there shall be no interference with or difficulty in planting the trees , shrubs , or other planting . C . For purposes of legibility , sprinkler lines are essentially diagrammatic . Although size and location of equipment are drawn to scale wherever possible , make use of all data in all of the contract documents and verify this information at construction site . d . All work called for on the drawings by notes shall be furnished and installed whether or not specifically mentioned in the specifications . e . Do not willfully install the sprinkler system as indicated on the drawing when it is obvious in the field that unknown obstructions or grade differences exist , that might not have been considered in the engineering . Such obstructions or differences should be brought to the attention of the Landscape Architect . f. Comply with all local and state codes , ordinances , safety orders , and regulations of all legally constituted authorities having jurisdiction over this work . g . Notify the Landscape Architect in the event any equipment or methods indicated on drawings or in specifications conflict with local codes , prior to installing . In the Huntington Central Park IDS Huntington Beach , California 2E - 2 event this notification is not performed , full responsibility must be assumed for revisions necessary . h . Before any work commences , confer with the Landscape Architect regarding the general details of work of this contract . i . Replace and/or repair to the satisfaction of the Landscape Architect all existing paving disturbed during the course of this work . New paving shall be the same type , strength , texture , finish , and be equal in every way to the material removed . j . During the progress of this work , a competent superintendent and any assistants necessary shall be on site , all satisfacto- ry to the Landscape Architect . This superintendent shall not be changed except with the consent of the Landscape Architect , unless he proves unsatisfactory to the Contractor and ceases to be in his employ . The superintendent shall represent the Contractor in his absence and all directions given to him shall be as binding as if given to the Contractor . K. Obtain and pay for all plumbing permits and all inspections required in this connection . 4 . MATERIALS a . Submission for Approval : ( 1 ) Furnish the articles , equipment , materials , or processes specified by name in the drawings and specifications . No substitution will be allowed without prior written approval of Landscape Architect . (2 ) With the material list , catalog data and full descriptive literature should be submitted whenever it is desired to use items different than those specified . ( 3 ) Equipment or materials installed or furnished without the prior approval of the Landscape Architect may be rejected and the Contractor required to remove such materials from the site at his own expense . (4) Approval of any items , alternates or substitutes indicates only that the product( s ) apparently meet ( s ) the requirements of the drawings and specifications on the basis of the information or samples submitted . Huntington Central Park IDS Huntington Beach , California 2E - 3 ( 5 ) Manufacturer ' s warranties shall not relieve the Contractor of his liability under the guarantee . Such warranties shall only supplement the guarantee . (6 ) The Landscape Architect may , at his option , require a manufacturer ' s warranty on any product offered for use . b . Pipe and Fittings : ( 1 ) Pressure supply lines 8 and 10 inches in size shall be class 150 A. C . unless otherwise specified . Refer to specifications under Asbestos Cement Pipe and Fittings . (2 ) Pressure supply lines 2 inches through 6 inches in size shall be class 200 P . V. C . ring-tite . Refer to specifications under Plastic Pipe and Fittings . ( 3) Pressure supply lines 1 -112 inches and smaller shall be schedule 40 P . V . C. Refer to specifica- tions under Plastic Pipe and Fittings . (4) Non-pressure lines shall be schedule 40 P . V . C . Refer to specifications under Plastic Pipe and Fittings . ( 5 ) Domestic supply line shall be schedule 40 P . V . C . unless otherwise specified . Refer to specifica- tions under Plastic Pipe and Fittings . (6 ) All plastic pipe utilized on the irrigation system should be manufactured in a white or light gray color . All piping utilized on domestic water line to be blue in color . c . Asbestos-Cement Pipe and Fittings : ( 1 ) Pipe and couplings shall be class 150 irrigation pipe , complying with AWWA C400-64T specifications , in 10 foot lengths . (2 ) Fittings ( couplings excepted ) in asbestos-cement pipe shall be cast iron , class 150 , complying with ASA specification 21 . 10-52 and AWWA specification C110-52 with hubs modified to accept the pipe ends of the asbestos-cement pipe . Sealing shall be by means of solid rubber rings . All ring grooves shall Huntington Central Park IDS Huntington Beach , California 2E - 4 be free of casting imperfections and shall comply with dimensional tolerances as published by the manufacturer of the asbestos-cement pipe . (3) All cast iron fittings shall be cement lined , according to American Standard Specification A21 . 4-1939 . The lining shall have a minimum thickness of 1 /8 inch . (4) Connections to laterals shall be tapped cast iron tees or bossed couplings except as follows : ( a ) Double strap service clamps with rubber seal and flat bronze straps may be used for connection of 50% or less than the diameter of pipe . (b ) Tapped asbestos -cement couplings with brass inserts may be used for connections of 3/4 , 1 , 1 -1 /4 , 1 -1 /2 , and 2 inch . d . Plastic Pipe and Fittings : ( 1 ) All pipe shall be extruded of an improved P . V. C. pipe compound , featuring high tensile strength , high chemical resistance and high impact strength . In terms of the current ASTM Standard D1784-68 , this compound should meet the requirements of cell classification 12454B . This compound must have a 2 ,000 p . s . i . hydrostatic design stress rating . (2 ) All pipe must bear the following marking: Manu- facturer ' s name , nominal pipe size , schedule or class , pressure ratin in p .s . i . , and NSF (National Sanitation Foundation}q . The manufacturer shall also mark the date of extrusion on the pipe . ( 3 ) Solvent cement joints for plastic pipe and fittings will be made as prescribed by manufacturer . The high chemical resistance of the pipe and fitting compounds specified in the foregoing sections makes it mandatory that an agressive primer , which is a true solvent for P . V. C. , be used in conjunction with a solvent cement designed for the fit of pipe and fittings of each size range specified . Select a brush for cementing that is at least as wide as one half the diameter of the pipe . (4) Each pipe installer expected to make solvent joints should receive instruction in the proper assembly Huntington Central Park IDS Huntington Beach , California 2E - 5 of such joints from a representative of either the pipe manufacturer, cement manufacturer or fitting manufacturer before starting the job , unless he has been previously instructed on the contents of the manufacturer ' s catalog by a competent representative of the manufacturer . (5 ) Irrigation pressure supply lines 2 inches through 6 inches in size shall be equipped with bell ends , to be utilized with ring-tite joints . Bell ends can be an integral part of the piping material and/or special fittings made for these joints . All installations shall be according to manufacturer recommendations , including thrust blocks as required for directional turns . (6 ) Test and Test Requirements ( Piping) : ( a ) All plastic pipe shall be inspected and tested by the manufacturer. Submit a certificate that the pipe has passed the tests below . (b ) Ph sical and Chemical Requirements : All physical and chemical tests shall e con ucted at 730 F . unless otherwise specified in the ASTM test method . ( c) Quick Burst Test : The pipe shall be designed to withstand without failure a hoop stress of 6 ,400 p . s . i . , applied in 60 to 90 seconds when conducted in accordance with CS256-63 as referenced to ASTM 1599 . (d ) Sustained Pressure Test : . The pipe shall be designed to wit stan without failure for 1 ,000 hours a hoop stress of 4 ,200 p . s . i . when tested in accordance with CS256-63 or CS207 , as referenced to ASTM 1598 . (e) Acetone Immersion Test : After two hours immersion in a sealed container of anhydrous (99 .5%) acetone , a 1 inch long sample ring shall show no visible spalling or cracking . (Swelling or softening is not a failure . ) This should be in accordance with ASTM 2152 . ( f) Vise Test : Place between two flat , parallel plates ,a 2 inch long ring and compress it , in less than one minute , to 100% flattening . There shall be no evidence of splitting or shattering . Huntington Central Park IDS Huntington Beach , California 2E - 6 ( 7 ) Test and Test Requirements ( Fittings ) : ( a ) Burst Test Requirements : The quick burst pressure of thefittings shall be not less than the calculated quick burst pressure of the corresponding schedule and size of pipe . These values for schedule 40 pipe are found appended in table No . 1 . ( b ) The burst test shall be performed as described in ASTM tentative method of test D-1599-62T , except that no reinforcement is to be used at the socket entrance . The fittings are to be brought up to pressure in 60 to 90 seconds while held in a jig with the sockets plugged with gasketed plugs which enter the socket one third to two thirds of the socket length . (c ) Acetone Test Requirements : P . V. C . fittings shall show flaking or peeling over no more than 25% of the total surface after 20 minutes immersion in anhydrous acetone when tested in accordance with ASTM tentative test method D2152-63T . Accentuation of the bond line caused by swelling shall not be reason for rejection . ( d ) High Temperature Stress Relief ( Reversion )Test : P . V . C . fittings shall not suffer damage ex- ceeding 50% of the wall thickness , nor shall the bond line open more than 50% of the wall thickness after exposure to an oven temperature of 302°F. + 4°F . for one hour . (e ) Sustained Pressure Test : The manufacturer ' s certification is required that all fittings have passed a design and molding quality , 1 ,000 hour pressurization test , in a system composed of P . V. C . schedule 40 pipe , P . V . C. schedule 40 fittings joined , using solvent cement joint . Tests will be conducted in accordance with ASTM 1599 , except that end caps shall be attached using solvent cemented P . V . C . fittings . The test pressure will be that at which schedule 40 P . V . C . in the diameter being tested is under a hoop stress of 5 ,000 . Huntington Central Park IDS Huntington Beach , California 2E - 7 ( f) Table 1 Minimum Quick Burst Pressures Size P . V. C. 12454B Schedule 40 1 /2 1910 3/4 1540 1 1440 1 -1 /4 1180 1 -1 /2 1060 2 890 2-1 /2 970 3 840 3-1 /2 770 4 710 5 620 6 560 ( g) Maximum and Minimum Tolerances Schedule 40 Plastic Fittings Nominal Socket Entrance Socket Bottom Maximum Pipe Size Diameter Diameter Out of Round + . 00 +. + 1 /2 " 0 . 848- . 002 0 . 836- . 004 - .005 + . 004 +. 002 + 3/4 " 1 . 058- .002 1 . 046- . 004 - . 005 +. 005 +. 003 + 1 " 1 . 325- . 003 1 . 310- . 005 - . 006 + . 005 +. 003 + 1 -1 /4 " 1 . 670- . 003 1 . 655- . 005 - .008 +. 006 +. 004 + 1 -1 /2 " 1 . 912- . 004 1 . 894- . 006 - . 008 + . 006 +. 004 + 2 " 2 ,387 . 004 2 . 369- . 006 - . 008 +. 007 + . 004 + 2-1 /2 " 2 . 889- . 005 2 . 868- . 007 - . 010 + . 008 + . 004 + 3" 3. 516- . 005 3 . 492- . 008 - . 010 + . 009 +. 004 + 4" 4 . 518- . 005 4 . 491 - . 009 - . 012 Huntington Central Park IDS Huntington Beach , California 2E - 8 + . 010 + . 004 + 5 " 5 . 583- . 006 5 . 553- . 010 - . 020 + . 011 +. 004 + 6 " 6 . 647- . 006 6 . 614- . 011 - . 020 (8) All plastic fittings shall be standard weight schedule 40 , as manufactured by R & G Sloane Manufacturing Com- pany , Inc . , or Lasco Industries , or shall be in all re- spects the equal of such fittings . The purchaser reserves the right to require that the seller furnish proof of such quality where the fittings are of different manu- facture . At the purchaser ' s discretion , contract pre- ference may be given those suppliers able to furnish all types of fittings required under the contract from a single manufacturer , in order that responsibility will not be divided in warrantee claim situations . ( 9 ) All fittings shall be injection molded of an improved P . V . C . fitting compound featuring high tensile strength , high chemical resistance and high impact strength . In terms of the current ASTM Standard D1784-68 , the com- pound must meet the requirements described by cell classification 14454B . Where threads are required in plastic fittings , these shall be injection molded also . All tees and ells shall be side gated . ( 10 ) All fittings shall bear the company ' s name or trademark , material designation , size , applicable IPS schedule , and the NSF seal of approval . e . Copper Pipe and Fittings : ( 1 ) Copper pipe shall be type K, hard tempered ASTM B88 . ( 2 ) Copper fittings shall be wrotsolder joint type in accord- ance with ASA B16 22 . ( 3 ) Joints shall be soldered with silver solder, 45% silver, 15% copper , 16% zinc , 24% cadium , and solidus at 1125' F . and liquidus at 1145' F. This solder shall be similar in all respects to Sil -Bond 45 , and conform to specifica- tions of ASTM B206-52T Bag-1 and Federal QQB 00655 FS Bag-l . f. Brass Pipe and Fittings : ( 1 ) Brass pipe shall be 85% red brass pipe , American National Standard Institute ( ANSI ) , schedule 40 screwed pipe . ( 2 ) Brass fittings shall be medium brass , screwed , 125 pound class . Huntington Central Park IDS Huntington Beach , California 2E - 9 g . Galvanized Pipe and Fittings : ( 1 ) Pipe shall be galvanized steel pipe , American National Standard Institute ( ANSI ) , schedule 40 galvanized , mild steel , screwed pipe . ( 2 ) Fittings shall be medium galvanized , screwed beaded , malleable iron , and/or #125 cast iron , flanged . ( 3 ) All unions 2 inches and smaller shall be ground joint pattern . Unions larger than 2 inches shall be flanged unions , packed with 1 /16 inch thick asbestos fiber gas- kets . (4 ) Install no bushings , close nipples , long screws , bull - head tees or crosses , unless otherwise specified . h . Protective Covering for Steel Pipe : ( 1 ) All fittings and pipe to be wrapped shall be thoroughly cleaned of all material foreign to pipe manufacture . ( 2 ) Apply one coat of adhesive primer to metal . ( 3 ) Wrap pipe , conduit or fitting with a minimum thickness of 10 mils . polyvinyl chloride tape , three thicknesses , overlapping each layer approximately two thirds the width of tape without stretching . i . Control Wiring : ( 1 ) Connections between the controller and remote control valves shall be made with direct burial wire AWG-UF type , installed in accordance with valve manufacturer ' s wire chart and specifications . ( 2 ) Wiring shall occupy the same trench and shall be in- stalled along the same route as the pressure supply lines wherever possible . ( 3 ) All electrical work shall be done in accordance with the governing codes , agencies , and union authorities . (4 ) Where more than one wire is placed in a trench , the wiring shall be taped together at intervals of 12 feet . ( 5 ) All splices sahll be made using "Scotch Lok Unipack " waterproof sealing packets , Pen-Tite Connectors , or equal . An expansion loop of 12 inches shall be provided at each wire connection and/or directional turn . Huntington Central Park IDS Huntington Beach , California 2E - 10 ( 6 ) Sizing of wire shall be according to manufacturer re- commendations , in no case less than #14 in size . ( 7 ) Between controller and remote control valve , Contractor shall use a continuous wire . Under no conditions should splices exist . ( 8) All ground wires should be white in color. Rain switch control wire should be yellow in color. All remaining wires should be other than the colors mentioned . j . Automatic Controller, Electrical : ( 1 ) Automatic controller shall be fully automatic in opera- tion . ( 2 ) The controller shall be capable of operating the number of stations of remote control valves as noted on the drawing . ( 3 ) Controller shall be of a wall mounted type , with a heavy duty , watertight case and locking cover. See detail #20 . ( 4 ) Controller shall be programmed for various schedules en- tirely by setting switches and dials . Controller shall have : ( a ) An operation switch for each day of the week , for three schedules , allowing each station to be sche- duled individually as to days of watering . ( b ) A minutes operation switch for each station with a positive increment range of 2 to 60 minutes . Time sets should be accurate with 1 % . ( c ) A repeat switch allowing selected schedules to be repeated after completion of the initial watering schedule , and allowing repeat operations to be scheduled throughout a 24 hour day . ( 5 ) Controller components shall be fused and chassis grounded . ( 6 ) Controller shall be equipped with on and off switch , mounted inside housing . Refer to Electrical section . k . Remote Control Valves , Electrical : ( 1 ) Control valves shall be spring loaded , packless diaphragm activated valves with plastic or cast iron body and bronze trim , of a normally closed type and shall be equipped with a flow control . Huntington Central Park IDS Huntington Beach , California 2E - 11 (2 ) Valves shall be slow closing ( 10 second minimum ) with no adjustments or settings required . ( 3 ) Valve solenoid shall be corrosion proof and constructed of stainless steel molded in epoxy to form one integral unit . (4 ) Valve solenoid shall be 24 volt A. C . 4 . 0 watt maximum. (5 ) Valve shall close against flow without chatter and with minimum closing surge pressure . (6 ) Valve shall be capable of being manually throttled or closed . ( 7 ) Valve shall be capable of being operated in the field without electricity at the controller, by a bleeder valve . ( 8) Valve shall be completely serviceable in the field without removing valve body from the line . 1 . Gate Valves : ( 1 ) Gate valves 2-112 inches or smaller shall be designed for a minimum working pressure of not less than 200 pounds per square inch . Valves shall have screwed joints and brass bodies . ( 2 ) Gate valves 3 inches and larger shall have a minimum working pressure of not less than 200 pounds per square inch . ( 3) Valves shall have joints conforming to the material in which they are being installed and shall be opened by turning counterclockwise . (4) The operating unit shall be 2 inches square and have an arrow cast in the metal indicating the direction of opening . Valve shall have iron body , be bronze mounted , and shall conform to American Water Works Standards . ( 5 ) All wedge blocks and hooks shall be solid brass and be so designed as to allow the gates to function properly when water pressure is exerted from either or both directions . M. Pressure Relief Valves : ( 1 ) Pressure relief valves shall meet ASME requirements , with bronze bodies . Inside working parts shall have silicone seats , stainless steel springs , and be preset by manufact- urer to relieve at 150 p . s . i . Huntington Central Park IDS Huntington Beach , California 2E - 12 ( 2 ) ' Provide units similar to those manufactured by Crispin or Cash-Acme , or approved equal . ( 3 ) Units should be placed as noted on the drawing and in- stalled according to construction detail in this regard . n . Backflow Prevention Units : ( 1 ) Backflow preventer shall operate on a "reduced pressure" principle . Pressure differentials shall be maintained by two spring-loaded diaphragm actuated differential pressure relief valves . Failure of any part vital to prevention of backflow shall be indicated by a continuous discharge from relief valve opening . Moving parts shall be easily removed and replaced without disconnecting preventer . Part shall be made of corrosion resistant materials and be of heavy duty construction . Unit shall operate automatically on line pressure without any manual control or assistance . Unit shall be equipped with gate valves . Maximum loss through unit shall be 6 . 1 p . s . i . , at 1 , 000 g . p . m. (2 ) Double check backflow preventers (domestic ) , double gate valve assembly shall be a complete unit . All materials shall be corrosion resistant . The assembly shall be similar in all respects to Clayton Model D double check assembly . o . Fire Hydrants : ( 1 ) Fire hydrants shall be bronze constructed , heavy duty, screwed bonnet , with composition disc . Inlet should be 2 inch I . P . S . , with hose threads 2 inches in size . ( 2 ) Hydrants shall be similar in all respects to James Jones #j -345 , or equal . p . Quick Coupling Valves : ( 1 ) Body of valve should be red brass with a wall thickness guaranteed to withstand normal working pressure of 150 pounds per square inch without leakage . (2 ) Valve shall have 3/4 or 1 inch female threads opening at base , as noted . ( 3 ) Construct valve so it can be operated only with a special connecting device known as a coupler , designed for that purpose . Coupler is inserted into valve and a positive , watertight connection is to be made between coupler and valve . Huntington Central Park IDS Huntington Beach , California 2E - 13 (4 ) Valve mechanism must be constructed so that valve seat is closed before coupler can be removed. ( 5 ) Valve body shall be a two piece body of heavy cast brass . ( 6 ) Coupler shall be heavy cast brass with single brass lugs . ( 7 ) Top of valve body receiving coupler shall be equipped with a single slot and a smooth worm to allow coupler to open and close valve slowly with minimum effort, with one hand turn . Notch slots at bottom should hold coupler firmly in open position . ( 8 ) All 3/4 inch quick couplers located in lawn areas shall be equipped with a plastic lawn protector. Protector shall be so constructed as to fit underneath the coupler, and be secured to riser with a galvanized steel band . It should be similar in all respects to that manufactured by Irrigation Specialties , Riverside , California . q . Check Valves : ( 1 ) Swing check valves 2 inches and smaller shall be all bronze construction , 100# S. W . P . , female I . P . S . ( 2 ) Spring loaded check valves shall be of brass construction with soft composition discs . Bronze spring tension should be 16 p. s . i . , with 6 p . s . i . loss , as on valves manu- factured by Buckner or Rain Bird . r. Small Shrubbery Sprinkler Heads - Adjustable: ( 1 ) Fixed sprinkler heads shall have removable spray tips of full , half, third and quarter circle pattern , as re- quired , with body and nozzle of cast red brass . Body should be equipped with 1 /2 inch I . P . S . female thread . (2 ) Nozzle tip shall be 5/8 inch I . P . S . , with sixteen threads per inch . (3 ) All shrub heads shall be adjustable by means of set screws and receive one coat of Permatex #2 , Tite-Seal #2 , or equal to adjusting threads , and be reinstalled in nozzle tip . S . Rotary Sprinkler Heads : ( 1 ) Rotary heads shall be gear driven with pop-up sprinkler heads employed, having removable nozzles , ( inner, inter- mediate and outer) . (2 ) Body shall be brass construction with 1 inch I . P . S . inlet . Huntington Central Park IDS Huntington Beach , California 2E - 14 ( 3 ) Sprinkler head shall rotate uniformly at a speed not to exceed one third revolution per minute , driven by means of water. ( 4 ) The full circle sprinkler head shall be similar in all respects to the Buckner #6186 or equivalent by Thompson or Toro . ( 5 ) The part circle sprinkler heads shall be similar in all respects to the Buckner #6187 , or equal . t. Small Lawn Sprinkler Heads : ( 1 ) Fixed head , pop-up sprinkler shall have a removable spray tip nozzle of full , half, third, or quarter cir- cle pattern , as required . Pop-up feature should consist of a piston to which a spray tip nozzle is attached . It should have a synthetic rubber gasket and be of sufficient height to permit it to rise at least 1 inch while in opera- tion . (2 ) Body shall be cast red brass and recess for piston should be sufficiently deep to contain it completely when in body of sprinkler head . (3 ) Machine pistons or piston parts , spray tip nozzle and other parts shall be red brass . Pistons shall be circu- lar in a cross section and fit sufficiently close in a machined hole at top of head, or have a machined flange and seat , so as to exclude debris from entering recess . (4 ) All lawn heads shall be adjustable by means of set screws . (5 ) Spray tip nozzle shall be 5/8 inch , with sixteen threads per inch . (6 ) All lawn heads shall be equipped with a lawn protector . The protector shall be 5-1 /2 inches in diameter, manu- factured of plastic material , with a 2-1 /4 inch diameter recess hole in center large enough to allow lawn sprink- ler head when installed to be flush with the surrounding area of protector. Protector shall be dark green in color and should have a minimum thickness of 1 /8 inch , with adequate ribbing to support outer flange . Half circle sprinklers shall be furnished with protectors hav- ing one side a straight angle . ( 7 ) Lawn sprinklers shall be installed in accordance with typical installation detail shown on drawings . Huntington Central Park IDS Huntington Beach , California 2E - 15 U . Oscillation Sprinkler Heads : ( 1 ) Oscillating heads shall be of brass construction and equipped with M. I . P .T . as required, with sandproof bearing. ( 2 ) Part circle heads shall be equipped with anti -back- splash devices and adjustable break-up devices to re- gulate the radius of coverage . ( 3 ) All heads shall be equipped with couplings under heads , with Allen screws for faciliating removal . (4 ) Full circle heads shall be similar in all respects to the Rain Bird or equivalent by Buckner. ( 5 ) Part circle heads shall be similar in all respects to the Rain Bird or equivalent by Buckner. V. Pumping Equipment and Yard : ( 1 ) This system shall be of the Triplex type with one var- iable speed pump and two constant speed pumps . Each pump shall deliver capacities as indicated on drawings . The system shall be complete with integrated control panels for automatic operation of the three pumps . (2 ) The motor controllers shall consist of four sections . One section shall contain all of the controls for the variable speed pump motor. Two of the sections shall con- tain the controls for the constand speed pump motors and the remaining section shall be a master. The master section shall contain the sequencing logic for automatic programming of the three pumping units . During auto- matic operation , the number of pumps in service at any one time shall be determined by the varying demands of the system. The master section shall also contain an alternator to interchange the lead sequencing of the two constand speed pumping units . ( 3 ) Each pump motor control section shall have its own hand- off-auto selector switch . Each separate motor control section shall be capable of operation in the hand posi - tion without relying on components in any of the other controllers . Except for the interconnection of logic signals for automatic operation , each motor control sec- tion shall be independent and the components for each section shall be separately enclosed with a separate access door. (4) Floway , or approved equal , vertical , short coupled bar- rel mounted turbine pumps . Pumps to be multi -stage bowl Huntington Central Park IDS Huntington Beach , California 2E - 16 assembly , consisting of glass lined cast iron bowls , bronze enclosed impellers and with 4-way water seal to prevent water slippage between impeller and bowl , bronze bowl bearings and 416 stainless steel bowl shaft . The pump discharge head assembly shall be combination discharge elbow and base designed to support motor and entire weight of pump , column and bowls to be so con- structed for mounting on barrel and high pressure packed stuffing box . (5 ) The variable speed pump drive motor shall be vertical hollow shaft , with self release coupling and shall operate variable speed by voltage reduction , using voltage con- trol . The motor shall be thermally protected to provide complete protection against overheating due to high ambients , ventilation failure , single phasing or other abnormal running conditions . The motor shall require a maximum of three power leads to the starter and two small leads to the thermal protectors for complete con- nection to the variable speed controller . The motor shall be designed for continouous operation on a variable speed centrifugal pump load , with a 1 . 0 service factor in a 40°C ambient , and shall accommodate all BHP condi - tions of pumping performance without exceeding its design rating . Motors shall be Westinghouse or approved equal . (6 ) The constant speed pump motors shall be vertical hollow- shaft with self release coupling . The motors shall be designed for continuous operation with a 1 . 15 service factor in a 40°C ambient, and shall accommodate all BHP conditions of pumping performance without exceeding its design rating . Motors shall be Westinghouse or approved equal . ( 7 ) The Triplex drive shall consist of three motor controls and a master section . Each control , including the master, shall be housed in a separate louvered NEMA 1 enclosure , designed for floor or wall mounting with master keyed locking door handles . All units shall have conduit knock outs and terminal points provided for customer connections . The units shall have provisions for con- necting external interlocking protective devices (e . g . , low suction pressure switch , etc . ) . The manufacturer shall provide all interconnecting wiring required between the units for Triplex operation . The controllers shall be as manufactured by Kilowatt Control Corporation , or approved equal . ( 8) The variable speed drive for pump No . 1 shall have the following components : main power circuit breaker mechan- ically interlocked with the door, NEMA sized motor Huntington Central Park IDS Huntington Beach , California 2E - 17 starter with three phase overload protection , full wave six SCR (Silicon Controlled Rectifier) power circuit with each phase as a separate module , dual transiet protection networks mounted on each SCR phase module , SCR trigger module with precision matched outputs for accurate current control , phase sequence-phase loss protection module , zener regulated reference module , integrator controller module with minimum speed control , control transformer with 115 volt control circuit , shutdown control circuit for motor thermal protection , alarm signal circuit and foreign circuit switch . Each control shall have the following door mounted operating controls , in addition to the input circuit breaker operat- ing handle ; power on indicator light , Hand-Off-Auto selector switch , manual speed control and overload reset button . All door mounted devices shall be oil tight . Internal drive components shall be mounted in removable module sub assemblies which use lug and screw connec- tions . All module connectors shall be held firmly in place by fanning strips . Each control shall have a minimum speed control for customer use in selecting a minimum pump speed for the lead pump unit . The control shall be capable of handling the full rated power re- quired to start the motor and run it a variable speed without current limit or other circuits which would slow the units in responding to system demand . All components shall be rated for continuous operation and size for full current and load requirements , when running in a 40°C am- bient . ( 9 ) The constant speed motor controls for Pump No . 2 and Pump No . 3 shall each have the following components ; main power circuit breaker mechanically interlocked with the door, NEMA sized motor starter with three phase overload protection , control transformer with 115 volt control circuit , alarm signal circuit and foreign cir- cuit switch . Each control shall have the following door mounted operation controls , in addition to the input circuit breaker operating handle ; power on indicator light , Hand-Off-Auto selector switch and overload reset button . All door mounted devices shall be oil tight . All components shall be rated for continuous operation and sized for full current and load requirements , when running a 40°C ambient . ( 10 ) The master control section shall contain the necessary relays and logic to provide automatic signals for opera- tion of all the controls as a Triplex system. Huntington Central Park IDS Huntington Beach , California 2E - 18 ( 11 ) The No . 1 Pump shall automatically start when the pres - sure drops below the pre-set desired system pressure . This pump shall then maintain a constant system pressure by varying its speed and capacity to match system de- mands . As flow increases , the pump , motor and control shall instantly and smoothly respond to load variations with step less speed control from minimum to maximum rated speed and capacity . When flow continues to increase beyond the capacity of the No . 1 Pump motor and control , the No . 2 Pump shall begin to operate . When the No . 2 Pump starts to operate , the speed of the No . 1 pump , the variable speed unit, shall decrease relative to the portion of flow demand absorbed by the No . 2 pump . As flow continues to in- crease , the No . 1 pump shall again increase its speed with demand until it reaches top speed once more . If flow continues to increase beyond the capacity of the No . 1 and No . 2 pumps , the No . 3 pump shall begin to operate . When the No . 3 pump starts to operate , the speed of the No . 1 pump shall again decrease relative to the portion of flow demand absorbed by the No . 3 pump . As flow con- tinues to increase , the No . 1 pump shall again increase its speed with demand , up to the maximum capacity of the system. The reverse sequence shall apply with a decrease of water demand . This system shall maintain the selected steady state constant discharge pressure with less than 3 per- cent deviation , automatically with smooth discharge to system demand from zero to maximum rated flow. The water flow demand shall be measured by a measuring element in the discharge pipeline. ( 12 ) No . 2 and No. 3 pumps shall be automatically alternated . The alternator shall be mounted in the master control and properly wired to all circuits . ( 13 ) Each control shall have a hand-off-auto selector switch , permitting one or all controls to be manually operated independent of each other. ( 14 ) Each control shall have an alarm signal circuit provid- ing a set of dry contacts which close to energize the customer ' s audio alarm or alarm dry contacts which close to energize the customer' s audio alarm or alarm light un- der the following conditions : if the drive is shut down by motor or control safety device ; if manually switched off; or if there is a power failure internal or external to the control . Huntington Central Park IDS Huntington Beach , California 2E - 19 Each control shall have a clearly labeled foreign cir- cuit switch mounted inside the control enclosure which can be used to open the alarm circuit . ( 15 ) The system pressure sensor furnished by the drive manu- facturer shall be a Honeywell Model L91B modulating pressuretrol , of a suitable range to provide a signal compatible with the drive . This pressuretrol shall be line mounted as shown on the plans . ( 16 ) The manufacturer shall assume overall operation re- sponsibility and provide a factory trained engineer to supervise start-up and insure proper operation of system. ( 17 ) The Contractor shall install all specialty valves of the type and in the manner described in the construction de- tails on the drawings , including all construction of earth berm area , excavation of this berm area and other related work as described in related detail . ( 18) Contractor shall clean all finish equipment and piping in pumping station and paint with one coat of red lead primer and two coats of rust preventive type paint , in the color directed by Landscape Architect. ( 19 ) Contractor shall construct concrete slab and fence en- closure in the manner and size indicated in pumping con- struction details on drawing . W. Materials to be Furnished ( 1 ) Supply as part of this contract the following tools : Four wrenches for disassembling and adjusting each type of sprinkler head supplied . Two , 30 inch sprinkler keys for operation of manual con- trol valves . Two keys for each automatic controller. Twelve , 3/4 inch couplers and matching hose swivels . Fourteen , 1 inch couplers . Four soil probes , 36 inches in length , ( Oakfield Model B or equal ) . Twelve sprinklers , Rain Bird VOEW with 11 /32 inch noz- zle or equal . Huntington Central Park IDS Huntington Beach , California 2E - 20 Four, 2 inch automatic remote control valves . Four, 1 -112 inch remote control valves . Four each of each different type sprinkler head supplied . (2 ) The above mentioned equipment shall be turned over to the City at the conclusion of the project . Before final inspection can occur , evidence must be shown that the City has received material . Such evidence should be shown to the Landscape Architect. X. Operation and Maintenance Manuals : ( 1 ) Prepare and deliver to the Landscape Architect within ten days by calendar prior to completion of construction , all required and necessary descriptive material in com- plete detail and sufficient quantity , properly prepared in four individually bound sets of Operation and Main- tenance Manual . These manuals shall describe the mater- ial installed and shall be in sufficient detail to permit operating personnel to understand , operate and maintain all equipment . Spare parts lists and related manufac- turer identification shall be included for each installed equipment item. Each complete , bound manual shall con- tain the following information : ( a ) Index sheet stating Contractor ' s address and tele- phone number, duration of guarantee period , and list of equipment with names and addresses of local manufacturer representative . ( b) Complete operating and maintenance instructions on all major equipment . ( 2 ) In addition to the above mentioned maintenance instruc- tions , provide the City ' s maintenance personnel with in- structions for major equipment and show evidence in writ- ing to the Landscape Architect at the conclusion of the project that this service has been rendered . y . Record Drawings : ( 1 ) Record accurately on one set of black and white prints of the drawings , all changes in the work constituting departures from the original contract drawings , including changes in both pressure and non-pressure lines . (2 ) Upon completion of each increment of work , transfer all information concerning the dimensions to the prints . The changes and dimensions shall be recorded in a legible and Huntington Central Park IDS Huntington Beach , California 2E - 21 workmanlike manner to the satisfaction of the Landscape Architect . When the drawings are approved , transfer all information to a set of reproducible drawings supplied at cost by the Landscape Architect . ( 3 ) Dimension from two permanent points of reference ( build- ings , monuments , sidewalks , curb , pavement , etc . ) . Locations shall be shown on as-built drawings , kept day- to-day as the project is being installed . (4) All dimensions noted on drawings shall be 3/8 inch in size . ( 5 ) Show location and depth of the following items : Point of connection Routing of sprinkler pressure lines ( dimension maximum 100 feet along routing) Gate valves Sprinkler control valves ( buried only) Quick coupling valves Routing of contrl wires Other related equipment ( as may be directed by Landscape Architect) (6 ) As-built drawings shall be maintained on site at all times . Z . Controller Charts : ( 1 ) As-built drawings shall be approved by Landscape Architect before charts are prepared . ( 2 ) Provide one controller chart for each controller supplied . ( 3 ) The chart shall show the area controlled by automatic con- troller and shall be the maximum size controller door will allow. (4) The chart is to be a reduced drawing of the actual as- built system. However, in the event the controller se- quence is not legible when the drawing is reduced , it shall be enlarged to a size that will be readable when reduced . ( 5 ) Chart shall be blackline print and shall be colored with a different color for each station . (6 ) The chart shall be mounted using Velcro, or an approved equal type of tape . Huntington Central Park IDS Huntington Beach , California 2E - 22 (7 ) When completed and approved , the chart shall be herme- tically sealed between two peices of plastic , each piece being a minimum 10 mils . ( 8) These charts shall be completed and approved prior to final inspection of the irrigation system. 5 . INSTALLATION PROCEDURES a . Water Supply : ( 1 ) The Contractor shall be responsible for all cost re- garding the installation of water meters as noted on drawing . At the Contractor' s option , this can be done either by the Contractor or the Water Department . All work should be performed according to standards set forth by the Water Department . (2) Connections to the water meters shall be made to approxi - mately the locations shown on the drawings . Minor changes caused by actual site conditions shall be made without additional cost to the City . b . Layout : Lay out sprinkler heads and make any minor adjust- ments required due to differences between site and drawings . Any such deviations in layout shall be within the intent of the original drawings , and without additional cost to the City . When directed by the Landscape Architect , the layout is to be approved by the Landscape Architect before installa- tion . C . Grades : Before starting work on the sprinkler system, care- fully check all grades to determine that work may safely proceed , keeping within the specified material depths . d . Assemblies : ( 1 ) Routing of pressure supply lines as indicated on drawings is diagrammatic . Install lines ( and various assemblies ) to conform with details on plans . ( 2 ) Install no multiple assemblies on plastic lines . Provide each assembly with its own outlet . When called for, the pressure relief valve shall be the last assembly. ( 3) Install all assemblies specified herein according to the respective detail drawings or specifications per- taining to specific items required to complete the work . Perform work according to best standard practice , with prior approval . Huntington Central Park IDS Huntington Beach , California 2E - 23 (4) All galvanized pipe and fittings shall be assembled using red lead and boiled linseed oil , or approved equal , applied to the male threads only. ( 5 ) All brass pipe and fittings shall be assembled using an approved tape , or equivalent , applied to the male threads only . ( 6 ) All plastic threaded pipe and fittings shall be assem- bled using Permatex #2 , or equivalent , applied to the male threads only . e . Line Clearance : All lines shall have a minimum clearance of 4 inches from each other, and 6 inches from lines of other trades . Parallel lines shall not be installed directly over one another. f. Trenching : ( 1 ) Dig trenches and support pipe continuously on bottom of ditch . Lay pipe to an even grade . Trenching excavation shall follow layout indicated on drawings and as noted. Where lines occur under paved area , these dimensions shall be considered below finish grade . ( 2 ) Provide minimum cover of 30 inches on all pressure supply lines 3 inches and larger, and for all lines under paving . ( 3) Provide minimum cover of 18 inches for all pressure supply lines 2-1 /2 inches and smaller. ( 4) Provide minimum cover of 18 inches for all control wires . ( 5 ) Provide minimum cover of 12 inches for all other non- pressure lines . g . Backfilling: ( 1 ) Initial backfill on all lines shall be of a fine granular . material , with no foreign matter larger than 1 /2 inch in size . (2 ) Backfili material shall be tamped under the pipe , uni - formly on both side of the pipe , for the full width of the trench and to the horizontal diameter of the full length of the pipe . Tamp in 4 inch layers . Materials shall be sufficiently damp to permit thorough compaction under and on each side of pipe , to provide support free of voids . ( 3 ) Backfil1 for trenching shall be compacted to dry density equal to the adjacent undisturbed soil , and shall conform Huntington Central Park IDS Huntington Beach , California 2E - 24 to the adjacent grades without dips , sunken areas , humps , or other irregularities . (4) In proper types of soil , the Landscape Architect may authorize the use of flooding in lieu of tamping . ( 5 ) Under no circumstances shall truck wheels be used for compacting soil . h . Flushing the System_: ( 1 ) After all new sprinkler pipe lines and risers are in place and connected , all necessary diversion work has been completed , and prior to installation of sprinkler heads , the control valves shall be opened and a full head of water used to flush out the system. (2 ) Sprinkler heads shall be installed only after flushing of the system has been accomplished to the complete satisfaction of the Landscape Architect . i . Sprinkler Heads : ( 1 ) Install sprinkler heads as designated on the drawings . Manufacturer ' s name and numbers are used for descriptive purposes . Sprinkler heads to be installed in this work shall be equivalent in all respects to those itemized . ( 2 ) Spacing of heads shall not exceed the maximum indicated on the drawings . In no case shall the spacing exceed the maximum recommended by the manufacturer. ( 3) Sprinkler heads in lawn or turf areas shall be elevated to a minimum of 3 inches above grade . Heads along curbs , walks , paving , etc . , shall be placed 1 /4 inch above finish grade . Lower raised sprinkler heads within ten days after notification by Landscape Architect . j . Adjusting of System: ( 1 ) Adjust valves , and alignment and coverage of all sprink- ler heads . ( 2 ) If it is determined that adjustments in the irrigation equipment or nozzle changes will provide proper and more adequate coverage , make all necessary changes or make arrangements with the manufacturer to have adjustments made , prior to any planting . ( 3) These changes or adjustments shall be made without additional cost to the City . Huntington Central Park IDS Huntington Beach , California 2E - 25 (4) The entire system shall be operating properly before any planting operations commence . k . Coverage Test : When the sprinkler system is completed , per- form a coverage test in the presence of the Landscape Archi - tect , to determine if the water coverage for lawn , planting and turf areas is complete and adequate . Furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from plans , or where the system has been willfully installed as indicated on the drawings when it is obviously inadequate , without bringing this to the attention of the Landscape Architect . This test shall be accomplished before any ground cover or turf is planted . 1 . Tests • ( 1 ) All hydrostatic tests shall be made only in the presence of the Landscape Architect or other duly authorized re- presentative of the Landscape Architect . No pipe shall be backfilled until it has been inspected , tested and approved . (2 ) Furnish necessary force pump and all other test equipment . ( 3) Pressure supply lines and domestic lines shall be tested under a hydrostatic pressure of 150 pounds per square inch for a period of two hours . M. Electrical : ( 1 ) Power to the automatic controller shall be provided by General Contractor. ( 2 ) The Irrigation Contractor shall be responsible for low voltage electrical work , to provide power to the remote control valves . ( 3) All electrical work shall conform to local codes , ordi - nances , and union authorities . n . Final Inspection : ( 1 ) A final inspection of the work shall be made by the Landscape Architect in the presence of the Contractor, at the time when all work is completed . Notification shall be made in writing by the Contractor seven days in advance of such inspection . (2 ) No inspection will commence without as-built drawings . In the event the Contractor calls for an inspection with- out as-built drawings , or without completing previously Huntington Central Park IDS Huntington Beach , California 2E - 26 noted corrections , he will be responsible for reim- bursing Landscape Architect at the rate of $25 . 00 per hour for the inconvenience , and no further inspections will be shceduled until this charge has been paid. o . Completion Cleaning : Upon completion of the work , make the ground surface level , remove excess materials , rubbish , debris , etc . , and remove construction and installation equip- ment from the premises . p . Guarantee : ( 1 ) The entire irrigation and water system shall be guaran- teed to give satisfactory service for a period of one year from the date of acceptance by the Landscape Archi - tect . (2 ) Should any trouble develop within the time specified above due to inferior or faulty materials or workman- ship , the trouble shall be corrected at no expense to the City . ( 3 ) Any and all damages resulting from faulty materials or workmanship shall be repaired by the Contractor to the satisfaction of the Landscape Architect at no expense to the City. Huntington Central Park General Requirements For Paving Huntington Beach , California Walkways 2F - 1 SECTION 2F GENERAL REQUIREMENTS FOR PAVING WALKWAYS 1 . GENERAL List of Materials and Source of Supply : Prior to delivery of materials to job site , furnish City with complete list of mater- ials proposed for use on this project and their sources . Fur- nish list in sufficient time to permit City inspection and test- ing of materials in advance of their use . Materials shall be best of their respective kinds , suitable for purposes intended , and conforming to various standard specifications and require- ments indicated , except as may be otherwise modified . 2 . MATERIALS a . Asphalt Concrete : Asphalts shall be classified by penetra- tion , and when tested in accordance with standard methods of tests of AASHO , grades of asphalts shall conform to spe- cifications for asphalt cements set forth in Asphalt Hand- book of Asphalt Institute , (AI ) . b . Liquid Asphalts : When tested in accordance with standard methods of tests of AASHO , grades shall conform to specifica- tions for liquid asphalts set forth in AI Handbook . Asphalt Emulsions : Consists of bituminous base uniformly emulsified with water and emulsifying or stabilizer agent . When tested per standard methods of tests of AASHO , grades shall conform to specifications for asphalt emulsions set forth in AI Handbook . C . Expansion Joint Filler : Nonextruding asphalt impregnated fiberboard , ASTM D1751 -65 , 3/8" thick . d . Portland Cement Concrete : Portland Cement concrete work and materials as , specified in Division 3 . 3 . TESTING AND CONTROL OF MATERIALS AND WORK a . General : ( 1 ) Tests Made by City : The City may test and retest mater- ials at their source , stockpiled on job site, or in- stalled in work including compaction test, California No . 216 , at any time as necessary. City will pay for such initial tests . Huntington Central Park General Requirements for Paving Huntington Beach , California Walkways 2F - 2 ( 2 ) Certificate of Compliance : Unless actual testing is specified , submit certificate of compliance attesting that materials conform with requirements of specifica- tions . ( 3) Contract Test Requirements : When City tests indicate nonconformance with contract requirements , Contractor shall have materials or installed work tested by recog- nized laboratory and pay all costs . Testing required or retesting ordered by Contractor to determine com- pliance with contract requirements shall be paid for by Contractor. A "recognized" laboratory is any laboratory regularly inspected by National Bureau of Standards , or approved by City . (4 ) Samples for Testing : Provide City with adequate sam- ples of materials proposed for use , at least 28 days prior to date of intended use . ( 5) Defective Materials : Materials failing to meet labora- tory tests and contract requirements shall not be used. Defective material stockpiled on premises shall be immediately and permanently removed . b . Applicable Test Methods : State Division of Highways has developed methods for testing quality of materials and work. Test methods are identified by prefix "Calif" followed by serial number. Copies of test methods are available at Materials and Research Department , State Division of High- ways , Sacramento , California , and will be furnished upon request . Tests made by City will be made in recognized laboratory in conformity with those test methods or by test methods of nationally recognized testing organizations , as indicated . A general description of the most commonly used Test Methods by Calif number referred to throughout Sections in Division 2 is given below . Test Methods not in following list can be found in Materials Manual of State Division of Highways . ( 1 ) Test Method No Calif 202 Sieve Analysis of Fine and Coarse Aggregates : Test covers two procedures for wash- ing and procedure for sieving used for determination of particle size distribution of fine and coarse aggregate samples . Huntington Central Park General Requirements for Paving Huntington Beach , California Walkways 2F - 3 ( 2 ) Test Method No . Calif. 210 Wet Shot Rattler Test: Procedure for determining resistance of coarse aggre- gate to abrasion in presence of water, thus providing measure of ability of coarse aggregate to withstand de- gradation in road base or resurfacing. ( 3 ) Test Method No . Calif. 211 Los Angel s Rattler Test : Procedure used to determine resistance of coarse aggre- gate to impact in rotating cylinder containing metallic spheres . ( 4) Test Method No . Calif. 216 Relative Compact ion : Proce- dure used to determine relative compaction of untreated soils , aggregate subbases , aggregate bases and cement treated bases . Relative compaction is defined as ratio of in place density of soil or aggregate to maximum density of same soil or aggregate when compacted by specific test method . ( 5 ) Test Method No . Calif. 217 Sand Equivalent Test: Rapid field test to show relative proportions of diT—trimental fine dust or claylike materials in soils or fine aggre- gate . (6) Test Method No . Calif. 229 Durability of Aggregates : Procedure for determining durability factor of aggre- gates . The durability factor is a value indicating relative resistance of aggregate to producing detriment- al claylike fines when subjected to prescribed mechani - cal methods of degradation . ( 7 ) Test Method No . Calif 301 Determination of Resistance " R" Value : Procedure for determining resistance Value of both treated and untreated soils or aggre- gates for use as a base , subbase or basement soil , and also covers calculation of design thickness of pavement sections . ( 8) Test Method No . Calif. 303 Centrifuge Kerosene Equivalent Test : This test furnishes a measure of surface capacity , including absorption of both coarse and fine aggregates used in bituminous mixtures . Test also furnishes an in- dex , designated as "K Factor" , that indicates relative particle roughness or degree of porosity. (9 ) Test Method No . Calif. 304 Stabilometer Value Test: Pro" cedure for determining sta i ome er va ue" ( stability) of bituminous mixture by measuring transmitted horizon- tal pressure developed in compacted test specimen under given vertical pressure , and indicates relative ability of pavement to resist plastic deformation under action of traffic . Huntington Central Park General Requirements for Paving Huntington Beach , California Walkways 2F - 4 ( 10 ) Test Method No . Calif. 305 Swell and Permeabilit Test : The swell test index of resistance of compac e bitu- minous mixtures to softening and disintegration in pre- sence of water. The permeability test provides a mea- sure of degree to which compacted bituminous mixture will resist entrance of water. ( 11 ) Test Method No . Calif. 307 Moisture Va or Susceptibil - ity Test : Test indicates extent to which sta i ometer values of bituminous mixtures are affected by moisture in vapor state entering mixture . C . Control of Materials and Work : Equipment and Plant : Ade- quate size and capacity to andle work efficiently . Main- tain equipment in first class mechanical condition at all times . The City reserves right to reject materials produced by equipment or plant which City deems inadequate or unsuita- ble for work . Huntington Central Park Aggregate Base for Walkways Huntington Beach , California 2G - 1 SECTION 2G AGGREGATE BASE FOR WALKWAYS 1 . GENERAL a . Work Specified Elsewhere ( 1 ) Grading for Paving: Section 2B. (2 ) Testing of Materials and Work: Section 2F. b . Subgrade : Shape , water and compact until firm with roller or other approved equipment prior to placing aggregate base . Use rollers weighing at least 10 tons , and with compression on rear wheels of approximately 325 lbs . per linear inch of tire width . 2 . MATERIALS a . Aggregate Base : Class 2 aggregate base as specified in Stand- ard Specifications of State Division of Highways , dated January 1969 , Section 26, Article 26-1 . 02B . b . Mineral Aggregate : Quarry waste , broken stone , crushed gra- vel , or combination thereof, free from vegetable matter and other deleterious substances , and of such quality that it will compact thoroughly when watered and rolled to form firm , well bonded base . ( 1 ) Tests : Mineral aggregate shall conform to the following : TEST METHOD NO CALIF REQUIREMENTS Resistance Value ( R)* 301 78 Min Sand Equivalent 217 30 Min Durability Index 229 35 Min *(The "R" value requirement may be waived provided ag- gregate base conforms to specified grading and durabil - ity and has sand equivalent value of 35 or more . ) Untreated base made from gravel aggregate , shall show substantial percentage of crushed faces , and fines below #4 shall contain sufficient binding or cementitious material to insure sound , well bonded base . (2 ) Grading : Densely graded aggregate from specified maximum size to 200 mesh fines , conforming to following : Huntington Central Park Aggregate Base for Walkways Huntington Beach , California 2G - 2 SIEVE SIZE 1 -1 /2" MAXIMUM 2" 100 1 -1 /2 " 90-100 1 " 3/4 " 50-85 #4 25-45 #30 10-25 #200 3-9 3 . PLACING BASE a . Spreading : Deliver base material to subgrade as uniform mixture . Spread each layer in one operation without segre- gation to compacted thickness of 6" max . Tail gate dumping shall not be permitted . b . Compacting : Water base material as required and compact with steel wheeled power roller, weighing 10 tons min with compression on rear wheels of 325 lbs . min . per linear inch of tire width . Continue rolling until relative compaction of 95% min as determined by Test Method No Calif 216 , has been obtained for entire thickness of base . Do not vary thickness of finished base more than 1 /2" from planned thickness at any point . Rework base which does not conform to above requirements ; reshape , water, and thoroughly recompact to conform to specified requirements . Huntington Central Park Asphalt Concrete Pavement for Huntington Beach , California Walkways 2H - 1 SECTION 2H ASPHALT CONCRETE PAVEMENT FOR WALKWAYS 1 . GENERAL a . Work Specified Elsewhere : Testing of materials and work, 2F. b . Aggregate Base : Place asphalt concrete on prepared aggre- gate base , as specified in 2G unless otherwise indicated . 2 . MATERIALS a . Asphalts : As specified in 2F and following: ( 1 ) Asphalt Cement Binder : 85-100 penetration grade . (2 ) Liquid Asphalt for Prime Coat : MC 250 . ( 3 ) Asphalt Emulsion for Seal Coat : SS-lh . (4 ) Asphalt Emulsion for Paint Binder: per Section 39 state specifications . b . Mineral Aggregate : ( 1 ) General : Tough , durable , sound , coarse and fine ag- gregates free from vegetable matter and other dele- terious substances . Use broken stone , crushed gravel or natural material having sufficient roughness to meet stabilometer requirements for combined aggregate . (2 ) Grading: Conform to following gradings and , unless otherwise specified , use 1 /2 " maximum grading . SIEVE SIZE 3/4" MAX 1 /2 " MAX 3/8" MAX NO 4 MAX 1 " 100 --- - -- --- 3/4" 95-100 100 --- --- 1 /2 " --- 95-100 100 --- 3/8" 65-80 80-95 95-100 100 No 4 45-60 55-72 65-85 95- 100 No 8 30-45 38-55 50-70 70-80 No 30 15-25 18-33 28-40 35-50 No 200 3-7 4-8 7-14 7-16 ( 3 ) Test of Combined Aggregate : Conform to following: Huntington Central Park Asphalt Concrete Pavement for Huntington Beach , California Walkways 2H - 2 TEST METHOD NO CALIF REQUIREMENTS Loss in Los Angeles Rattler ( after 100 rev) 211 10% Max Loss in Los Angeles Rattler ( after 500 rev) 211 45% Max Kc or Kf Factor (obtained from Centrifuge Kerosene Equivalent Test ) 303 1 . 5 Max Sand Equivalent ( samples after all processing , except adding asphalt binder) 217 50 Min *Stabilometer Value 304 37 Min *Moisture Vapor Susceptibility ( Stabilometer Value ) 307 30 Min *Swell 305 0 . 030" Max *NOTE : Mix not less than 4 . 0% of asphalt binder by weight of dry aggregate when above tests are performed. (4 ) Storage : Before drying , separate aggregate into 2 or more sizes and store separately . If aggregate is sep- arated into only 2 sizes , one size shall contain mater- ial of which not less than 80% will pass No 4 sieve , and other size shall contain material of which not less than 80% will be retained on No 4 sieve . If third size is used , it shall contain material of which not less than 80% will be retained on No 8 sieve or minimum of 80% will pass No 8 sieve . ( 5 ) Drying: Mix aggregates and evenly feed to drier, con- tinue drying for sufficient time and at sufficient tem- perature to reduce average moisture content of aggregate to not more than 1 % . (6 ) Proportioning: After drying , separate aggregate into 3 or more sizes , each size stored in separate bins . When 3 sizes are used , use one bin for material which will pass max size and be retained on 3/8" sieve ; use one bin for material which will pass 3/8" sieve and be retained on No 8 sieve ; and one bin for material which will pass No 8 sieve . C . Mixing : Mix asphalt concrete at central mixing plant by batch mixing or continuous mixing . Aggregates may be pro- portioned by weight or by volume . Use 6% of asphalt binder by weight of mineral aggregate in mixture . Huntington Central Park Asphalt Concrete Pavement for Huntington Beach , California Walkways 2H - 3 Add asphalt cement binder to aggregate at temperature be- tween 275' F and 375° F. 3 . PLACING ASPHALT CONCRETE a . Prime Coat and Paint Binder: Apply prime coat of liquid asphalt MC 250 or paint ender of asphalt emulsion per Sheet 39 of State Specifications to areas to be surfaced. Imme- diately before applying prime coat , clean area to be sur- faced , remove loose material with power brooms , supplemented if necessary by hand brooming. Apply paint binder to all edges of concrete , existing asphalt , headers , or other abutting facilities prior to asphalt work ; also to surface of previous layer where two or more layers of asphalt are constructed on separate days . Apply prime coat at rate of 0 . 20 gal . per sq . yd . b . Seal Coat: Apply asphalt seal coat at 0 . 10 gal . per sq . yd. c . Spreading Asphalt Concrete : ( 1 ) Temperature : Spread asphalt concrete at minimum tempera- ture of 3 5° F. Perform initial rolling or tamping when sum of air temperature and mixture temperature is be- tween 3000 F and 375° F. Cover mixture with tarpaulins when transporting from plant to maintain required tem- perature . ( 2 ) Spreading over Existing Surfacing: Spread surface course mixture to level irregularities , dips , depressions , sag and excessive crown , providing a smooth base of uni - form cross section for subsequent layers of surfacing. ( 3 ) Spreading Equipment : Except as specified above for leveling , depressions , etc . spread all layers with as- phalt paver operated to insure continuous and uniform movement of paver. Hand spreading and tamping will be permitted in inaccessible areas . (4) Spreading Thickness : Spread and compact asphalt con- crete in layers not more than 0 . 17 ' in compacted thick- ness . Avoid segregation , providing surfacing free from lumps or pockets of coarse or fine material . d . Compacting : ( 1 ) Rollers : Use tandem or 3 wheel rollers that develop compression of 250 to 350 lbs per lin inch of roller width . Huntington Central Park Asphalt Concrete Pavement for Huntington Beach , California Walkways 2H - 4 ( 2 ) Initial or Breakdown Rolling: One complete coverage of asphalt concrete Commence rolling at lower edges and progress toward highest portion . Do not roll center first under any circumstances . Perform rolling with drive wheel of tandem roller forward with respect to direction of spreading operations , unless otherwise indicated . ( 3 ) Additional Rolling: Three complete coverages following initial rolling while temperature of mixture is at least 150' F . (4 ) Completed Surfacing : Thoroughly compacted smooth , true to grade and cross section , and free from ruts , humps , depressions , or irregularities . When 10 ' straight edge is laid on finished surface parallel with roller or ridge lines maximum allowable variance is 0 . 01 ' from lower edge of straight edge . ( 5 ) Defective Work : Remove and repair only under Inspector ' s supervision . Cut out defective work using straight vertical joints . Make repairs with fresh asphalt con- crete using hot smoothing irons to heat adjacent asphalt concrete for proper bond and to obtain smooth surface . d. Wood Headers : Header Boards and Stakes : Pressure treated Construction Grade Douglas fir, grade stamped with treat- ment identified . On curves too sharp for bending 2 " lumber, five 1 /2" laminated boards may be used . Install header true to line and grade and secure with galvanized nails . Protect adjacent improve- ments , shrubbery and other property from damage . Huntington Central Park Striping and Parking Appurtenances Huntington Beach , California 2I - 1 SECTION 2I STRIPING AND PARKING APPURTENANCES 1 . SCOPE Provide striping and parking bumpers as indicated and specified , complete . 2 . WORK INCLUDED IN THIS SECTION Principal items of work include : a . Parking line striping . b . Telephone post road guards . c . Bollards . d . Concrete bumper stops . e . Clean-up and disposal . 3. PAVEMENT MARKING AND LINING Paint traffic lines and parking lines , as indicated . Provide white paint of type specially manufactured for traffic line markings as manufactured by Sherwin-Williams , Devoe and Rey- nolds , Sinclair, Bauer, or Pittsburgh Plate Glass . Machine apply paint in strict accordance with recommendations of paint manufacturer. Unless otherwise shown , paint parking lines four inches in width and as required to achieve complete opacity . Completed work shall be free of holidays and whiskers . 4 . PROTECTION AND CLEANING a . Protection of Work : Take necessary precautions to protect this work and work of other trades . Furnish and place drop cloths and masking to fully protect work during execution of this contract . Be fully responsible for paint droppings and overspray . Entirely remove all droppings and repair all injured surfaces in a manner satisfactory to Landscape Architect . b . Cleaning : Upon completion of work of this Section , remove paint spots from surfaces adjacent to those painted or fin- ished , and remove rubbish , paint cans and accumulated materials resulting from work of this Section . Leave work clean , aligned and in approved condition. Huntington Central Park Striping and Parking Appurtenances Huntington Beach , California 21 - 2 5 . PRECAST REINFORCED CONCRETE PARKING BUMPERS Provide reinforced , precast concrete parking bumpers three (3) feet long and in locations indicated on plans . Parking bumpers are to be Saf-T-Park Car Stop Bumpers , ( Schaefer ' s Parking Lot service , Bellflower, Ca . ) or equal complete with steel anchor pins . Provide one ( 1 ) inch thick redwood spacers under bumper. 6 . TELEPHONE POST ROAD GUARDS Standard , used , non-toxic treated telephone poles shall be in- stalled as road guards where designated on plan . All cut ends shall be pressure treated with ' Penta ' using cellon process or wolminizing in accordance with American Wood Preservers Associa- tion manual . Secure pole with 3/4" diameter pipe by forty (40 ) inches long through pole . 7 . BOLLARDS Provide four (4 ) inch diameter galvanized steel pipe five ( 5 ) feet long , with cap welded on top and rings welded for lock . Provide galvanized steel pipe sleeve . Galvanize after fabrica- tion . Install sleeve in concrete . Paint post flat black . Huntington Central Park Chain Link Fence Huntington Beach , California 2J - 1 SECTION 2J CHAIN LINK FENCE 1 . SCOPE Provide chain link fence work as indicated and specified , complete . 2 . WORK INCLUDED IN THIS SECTION Principal items of work include : a . Permanent chain link fence , complete with gates and necessary hardware . b . Temporary chain link fence , complete with gates and necessary hardware and maintenance . c . Security Signs . 3. GENERAL REQUIREMENTS a . Verification of Conditions : Verify at site all conditions affecting worko this tion . Report discrepancies be- tween drawings and field dimensions to Landscape Architect prior to commencing work . Commencing work indicates accept- ance of conditions and surfaces underlying or adjacent to work of this Section . b . Guarantee : Furnish a written guarantee , form as stipulated in Section "Special Conditions " , for a period of one year from date of substantial completion . 4. MATERIALS a . Permanent Fencing : ( 1 ) Fabric shall be new Number 9 guage with two (2 " ) inch mes�Fiot dipped galvanized after fabrication , with knuckled tops . (2 ) Line posts shall be H column new galvanized post weigh- ing 2 . 75 pounds per lineal foot . ( a ) Post spacing shall be 10 ' on centers (maximum) . (b ) Concrete footings shall be thirty-six inches deep. ( 3 ) Terminal posts (end , corner, and walk gate posts ) shall be as shown on plan , new galvanized post weighing 5 . 14 pounds per lineal foot . Huntington Central Park Chain Link Fence Huntington Beach , California 2J - 2 ( a ) Posts shall be complete with lock loops for fasten- ing fabric . (b ) Concrete footings shall be thirty-six inches deep . ( 4 ) Top rail shall be square configuration new galvanized be weighing 1 . 35 pounds per lineal foot. Rail shall extend from terminal to terminal to form a continuous brace along the entire fence . ( 5 ) Tension wire at the base of the fabric shall be number six 6 guage galvanized tension wire securely tied in and stretched . (6) Gate frames shall be made of two inch O . D. new gal - vanized pipe securely braced internally and filled with fabric to match the fence . ( a ) Provide heavy duty ball and socket type hinges . (b ) Provide attachment for padlock . ( 7 ) Barbed Wire : 3 lines of 4 point pattern , each composed of two strands of No . 12-1 /2 guage wire , galvanized after weaving. (8) Provide all necessary clips , bands , rings , bolts , and nuts , etc . (9 ) Security Signs : All permanent and temporary fences shall have ' No Trespassing ' signs attached to fence at inter- vals not less than three ( 3 ) to a mile and at all points of access . Sign to read : NO TRESPASSING, Section 4256 of Public Resources Code . b . Physical Properties ( Permanent Fencing) : ( 1 ) Fence shall be six and seven feet (6 ' and 7 ' ) high as noted on plan . (2 ) Concrete shall be 2 ,000 psi at 28 days . ( 3) Galvanize all parts in accordance with ASTM A123, 2 oz . per square foot of fabric or post and rail surface . C . Temporary Fencing - ( 1 ) Fabric shall be Number 6 , 9 or 11 guage with two (2" ) inci-mesh hot dipped galvanized after fabrication , new or old material . Huntington Central Park Chain Link Fence Huntington Beach , California 2J - 3 ( 2 ) Line posts shall be 2-3/8" O. D. galvanized pipe . ( a ) Post spacing shall be 10 ' on centers (maximum) . ( b ) Concrete footings shall be eighteen inches deep . ( 3) Terminal posts (end, corner , and walk gate posts ) shall be 3" O . D. galvanized pipe . ( a ) Posts shall be complete with bars and bands for fastening fabric . ( b) Concrete footings shall be thirty-six inches deep . (4 ) Tension wire at the base and top of the fabric shall be number six (6 ) guage galvanized tension wire securely tied in and stretched . ( 5 ) Gate frames shall be made of two (2 " ) inch O . D. gal - vanized pipe securely braced internally and filled with fabric to match the fence . ( a) Provide heavy duty ball and socket type hinges . ( b) Provide attachment for padlock . d . Physical Properties (Temporary Fencing) : ( 1 ) Fence shall be six ( 6 ' ) feet high . (2 ) Concrete shall be 2 ,000 psi at 28 days . ( 3 ) Rusted and damaged fencing and post shall be painted as directed by Landscape Architect. 5 . INSTALLATION Install fence according to manufacturer ' s instructions , unless directed otherwise by the Landscape Architect. 6 . RE-USE OF EXISTING FENCING Fencing around Pumping Plant ( Golden West Street) may be re-used around Standard Oil property . Standard Oil property fence may be re-used as temporary fencing. Damaged fence shall not be re-used .. 7. TEMPORARY FENCE : TIME The Contractor shall leave the temporary fencing in place for one ( 1 ) year after completion of the contract . Temporary fenc- ing shall not be phased . Contractor shall remove fencing from the site after one ( 1 ) year as directed by the City . Huntington Central Park Chain Link Fence Huntington Beach , California 2J - 4 8. MAINTENANCE The Contractor shall maintain the temporary fence for one ( 1 ) year by straightening or replacing bent post , retightening or replacing badly damaged fence . Contractor shall not be required to repaint fence once approved by the City . City shall retain the right to repaint the temporary fence if so desired . Huntington Central Park Landscape Furniture and Signs Huntington Beach , California 2K - 1 SECTION 2K LANDSCAPE FURNITURE AND SIGNS 1 . SCOPE The Contractor shall provide materials , equipment and labor for the installation of landscape furniture in accordance with the specifications and drawings . 2 . WORK INCLUDED IN THIS SECTION Principal items of work include : a . Fabrication and installation of tables and benches . b . Fabrication and installation of signs . 3 . WORK NOT INCLUDED IN THIS SECTION Painting . 4 . GENERAL REQUIREMENTS a . Shop Drawings : Submit in accordance with Section "Special C o n d i tions'' . b . Samples : Submit in accordance with Section "Special Condi - tions " . ( 1 ) Bench : Submit prior to commencement of production . ( 2 ) Table : Submit one table , completely finished . ( 3) Signs : Submit one sign of each type , excluding con- struction sign . C . Guarantee : Furnish a written guarantee , form as stipulated in Section "Special Conditions " , for a period of one year from date of substantial completion . 5 . MATERIALS a . Portland Cement Concrete : Portland Cement Concrete footings . See Division 3 . b . Wood : Wood shall be certified , kiln-dried , clear, all heart, 94S Port Orford of Alaskan Yellow Cedar. Sizes specified are finished dimensions . Huntington Central Park Landscape Furniture and Signs Huntington Beach , California 2K - 2 C . Hardware : Hardware shall be galvanized steel plates , an- chors , screws and lag bolts . d . Cast Aluminum Support : Shall be aluminum alloy F-214 or 214 . 6 . FINISHES a . Bench Support : ( 1 ) Sand cast aluminum support . ( 2 ) Remove all sharp and rough edges by peening with hammer or shot . b . Letter Routing: Route letters 112 " deep with vertical sides ; all letters shall be true to pattern ; drifting not permitted. C . Wood : Sand all wood to a smooth finish after fabrication ; ease all edges . 7 . WORKMANSHIP a . All aluminum work shall be performed in a shop where grade of metalwork is of recognized quality acceptable to the Landscape Architect. All workmanship and finishes shall be first class in every particular, strictly in accordance with best practice . All work shall be complete in every detail . b . All woodwork shall be true to designated angles , level where called for and with all wood members parallel where designated . Warped , cuped or twisted boards and slats shall not be permitted. Spacing of boards , greater than specified , shall be rejected . 8. INSTALLATION All items shall be installed plumb , straight , square , level and in proper elevation , plane , location and alignment with other work . All work shall be designed for adjustment to field varia- tions , fitted with proper joints and intersections , and anchored in place as detailed . Finished work shall be approved by the Landscape Architect before the job will be accepted . 9 . FINAL CLEANING Upon completion , Contractor shall clean aluminum according to Alcoa ' s "Care of Aluminum in the Building Industry" and leave aluminum in satisfactory condition . Replace any damaged parts and leave installation complete and in good condition . Huntington Central Park Planting Huntington Beach , California 2L - 1 SECTION 2L PLANTING 1 . SCOPE The Contractor shall provide materials , equipment and labor for the installation of planting in accordance with the speci - fications and drawings . 2 . GENERAL See Section 1B for work area and approval requirements . 3 . MATERIALS a . Organic Soil Amendment ' X ' : ( 1 ) Source : Material shall be a combination of fifty ( 50 ) pounds dry weight organic chicken guano per cubic yard and nitrogen fortified firs and hardwoods sawdust . Combination shall be pre-mixed by continuous flow method to assure optimum uniformity prior to delivery to site . ( a ) Chicken guano shall be tank composted and digested with bacteria , dehydrated to 4% moisture or less and shall contain no feathers , weedseeds or patho- genic virus or fly larvae , no poisonous chemicals , insecticides , herbicides , fungicides , cadmium, lead or zink . ( b ) Sawdust shall be treated with iron in non-ionic wetting agent . ( 2 ) Physical Properties : Sieve Size Percent Passing 1 /8" to 1 /4" 19 . 5 1 /50" to 1 /8" 66 . 0 0 to 1 /50 " 12 . 9 (3 ) Chemistry : Iron content on a dry weight basis : 0 . 08 to 0 . 14% expressed as metallic dry weight basis . Salinity : Huntington Central Park Planting Huntington Beach , California 2L - 2 Maximum 3 . 5 millimhos/cm at twenty-five degrees (250 ) C . as determined by saturation extract method . Ash content on a dry weight basis : No greater than 6 .0% . Wettability: The air dry product , when applied to a cup or small beaker of water at seventy degrees ( 70° ) F. in the amount of one ( 1 ) teaspoon , shall become completely wet within a period of two (2 ) minutes . Any wetting agent added to accomplish this shall be guaranteed non-phytotoxic at rate used . Nitrogen per cubic yard • Four (4 ) pounds minimum. Phosphate per cubic yard : One and one half ( 1 - 1 /2 ) pounds minimum. Potash per cubic yard : One and one half ( 1 -112 ) pounds minimum. Calcium per cubic yard: Two (2 ) pounds minimum. b . Organic Soil Amendment ' Y ' : ( 1 ) Nitrogen stabilized organic matter containing at least 70% redwood and at least 80% organic matter, composted naturally with ammonium sulphate and iron sulfate for a minimum period of eight (8) months . (2 ) Physical Properties : Material shall be shredded and airified with a Royer machine with particle sizes as follows : 0 -1 /8" 70% 1 /8"- 1 /4" 26% -1 /4" 4% ( 3 ) Chemical Properties : Nitrogen to be in a stable organic form. Nitrogen content to be determined on a dry weight basis : 0 . 9-1 . 3% Iron content on a dry weight basis : 0 . 40-0 . 50% . Huntington Central Park Planting Huntington Beach , California 2L - 3 Material shall contain trace elements of iron , calcium, and magnesium. Salinity : Maximum 3 . 5 millimhos/cm at twenty-five ( 25° ) C . as determined by saturation extract method . C . Import Soil : The import soil shall consist of either fine sand or loamy sand textured soil as follows : silt plus clay content of this soil shall be no greater than 15% by weight; the boron content of the soil shall be no greater than 1 ppm as measured on the saturation extract ; the sodium absorption ratio ( SAR) shall not exceed 6 and the electrical conductivity of the saturation extract of this soil shall not exceed 3 . 0 millimhos per centimeter at 25' C . d . Sand : ( Clean concrete or plaster sand ) 95%-100% passing 4 . 76 mm standard sieve 0%- 40% passing 500 micron standard sieve 0%- 5% passing 53 micron standard sieve e . Peat : As available on site . f. Fertilizer : ( 1 ) Fertilizer shall be the following ingredients : Organic Fertilizer - shall be digested , refined , granu- lated chicken guano with humus and organic matter containing the following nutrients : Nitrogen 6% Phosphoric acid 3% Potash 3% Iron 3% Iron sulfate Min . 20% Fe as metallic Agricultural gypsum 23% Ca Soil sulfur Ammonium sulfate 21 % N . Single super phosphate 8 . 5% P . (20% P205 ) Potassium sulfate 41 . 5% K (50% K20) (2 ) The Contractor shall not permit the Iron sulfate to come into contact with any paving or masonry . ( 3 ) The Contractor shall have the option of having the total amount of fertilizer required for the job compounded by a reputable fertilizer company doing business in the State of California or compounding the amount required for each one thousand ( 1 ,000 ) square feet on the job site . Huntington Central Park Planting Huntington Beach , California 2L - 4 (4 ) Fertilizers shall be delivered to the site with the manu- facturer ' s certified anaysis attached and intact . They shall be kept in a weather-proof storage place or pro- vided with adequate protection from sun , wind and rain if stored in the open . g . Amendment and Fertilizer Quantities : ( 1 ) General : Contractor has the option of using Organic Amendment ' X ' or ' Y ' or their equal with their respect- ive fertilizer as indicated below. ( 2 ) Apply the following to each one thousand ( 1 ,000) square feet : ( a ) Area ' A ' : 4 cubic yards organic amendment ' X ' 50 pounds Gypsum 10 pounds Soil sulfur or 4 cubic yards organic amendment ' Y ' 6 pounds Ammonium sulfate 20 pounds Single super phosphate 10 pounds Potassium sulfate 50 pounds Gypsum 10 pounds Soil sulfur ( b ) Area ' B ' : 4 cubic yards organic amendment ' X ' 100 pounds Gypsum 10 pounds Soil sulfur or 4 cubic yards organic amendment ' Y ' 6 pounds Ammonium sulfate 20 pounds Single super phosphate 10 pounds Potassium sulfate 100 pounds Gypsum 10 pounds Soil sulfur (c ) Area ' C ' : 4 cubic yards organic amendment ' X ' 50 pounds Gypsum 10 pounds Soil sulfur or Huntington Central Park Planting Huntington Beach , California 2L - 5 4 cubic yards organic amendment ' Y ' 9 pounds Ammonium sulfate 35 pounds Single super phosphate 15 pounds Potassium sulfate 50 pounds Gypsum 10 pounds Soil sulfur ( d ) Area ' D ' : 4 cubic yards organic amendment ' X ' 50 pounds Gypsum 10 pounds Soil sulfur or 6 cubic yards organic amendment ' Y ' 9 pounds Ammonium sulfate 35 pounds Single super phosphate 15 pounds Potassium sulfate 50 pounds Gypsum 10 pounds Soil sulfur ( 3 ) Apply the following by volume per cubic yard backfill mix : ( a ) Mix I : 6 parts on site soil by volume 4 parts organic amendment ' X ' by volume 2 pounds Soil sulfur by volume or 6 parts on site soil 4 parts organic amendment ' Y ' 10 pounds Gypsum per cubic yard 2 pounds 6-20-20 per cubic yard 2 pounds Ferric sulfate per cubic yard ( b ) Mix II : 6 parts import soil by volume 4 parts organic amendment ' X ' by volume 2 pounds Soil sulfur by volume or 6 parts import soil 4 parts organic amendment ' Y ' 10 pounds Gypsum per cubic yard 2 pounds 6-20-20 per cubic yard 2 pounds Ferric sulfate per cubic yard . Huntington Central Park Planting Huntington Beach , California 2L - 6 ( c ) Mixture shall be combined in a homogeneous manner and shall be free of extraneous material greater than one ( 1 ) inch in diameter. h . Analysis and Certification : ( 1 ) Certification : ( a) Prior to soil amending procedures , the Contractor shall supply the Landscape Architect with a copy of organic amendment analytical data . ( b) Prior to backfilling, the Contractor shall supply the Landscape Architect with a copy of import soil analytical data . ( c) Analytical data shall be from a soils laboratory approved by the Landscape Architect illustrating compliance to specifications . ( d) Costs of analysis , report and elements required to be added to amendments shall be borne by the Contractor . Specifications of an approved manu- facturer ' s product conforming to the require- ments herein may be submitted at the Contractor ' s option . ( 2 ) After the soil amendment procedure has been completed and prior to commencement of planting the Contractor shall take twelve ( 12 ) one ( 1 ) quart samples of amended soil as directed by the Landscape Architect . ( 3 ) The Contractor shall deliver the samples to a soils laboratory approved by the Landscape Architect for analysis and report . Costs of analysis , report shall be borne by the City . (4 ) If any deficiencies are found , the elements required to be added to the planting areas to comply with these specifications shall be borne by the Contractor. The additional soil testing costs to insure conformance will be borne by the Contractor . ( 5 ) After certification by the laboratory that amendment procedures have been complied with , the Contractor may proceed with planting . ( 6 ) Permissible limits of analytical deviation are as fol - lows : Huntington Central Park Planting Huntington Beach , California 2L - 7 Item Permissible Limits Percentage organic matter Plus or minus 20% Mineral Nutrients : available nitrate plus ammonic nitrogen t20 available phosphate phosphorus t20 available potassium t20 Salinity Maximum conductivity of 4.0 mmhos/cm in saturation extract Boron Maximum 1 .0 Oppm in saturation extract Sodium ( SAR) Maximum 6 Parasitic Nematodes Maximum 50 per cc i . Trees , Shrubs and Groundcovers : ( 1 ) Within fifteen ( 15 ) days after the award of contract , documentation shall be submitted to the Landscape Ar- chitect that all plant material listed on the plans has been ordered . ( 2 ) Substitutions shall not be permitted . ( 3 ) Quantities given in the plant list are for the conven- ience of the Contractor. Quantities shown on the draw- ings are the final authority and shall be furnished and installed as shown therein . (4 ) Measurements shall conform to those specified on the plant list as follows : Oversize plants may be used only after approval by the Landscape Architect . Use of such plants shall not increase the contract price . Height and spread dimensions indicated refer to the main body of the plan and not from branch tip to branch tip . All trees and shrubs shall be measured when their branches are in normal position . Trees shall have straight trunks with the leader intact, undamaged and uncut . (5 ) Unless otherwise noted , all plant materials shall be grown in nurseries which have been inspected by the State Department of Agriculture . All trees shall be pinto stock unless otherwise approved by Landscape Architect . Huntington Central Park Planting Huntington Beach , California 2L - 8 (6 ) All plant material shall be subject to City inspection prior to planting . Rejected plants shall be removed immediately from the site . New material shall be re- inspected and subject to the same provisions . ( 5 ) Unless otherwise noted , all plant materials shall be grown in nurseries which have been inspected by the State Department of Agriculture . j . Meadow and Erosion Planting : ( 1 ) Meadow and erosion control seed shall be fresh , clean , new crop seed , composed of the following varieties mixed in proportion indicated . Pounds per Acre Botanic Name 1 Achillea millefolium 2 Sisyrinchium bellum 1 Orthocarpus purpurascens 15 Lotus corniculatus 1 Bloomeria clevelandi 2 Lupinus nanus latifolius 1 Calliopsis grandiflora 10 Yarloop Sud Clover 5 Trifolium fragiferum 3 Eschscholtzia californica 60 Festuca rubra Erosion Control ( basic planting ) 10 Kennedia rubicunda 5 Dolichos lignosus 6 Eschscholtzia californica 2 Orthocarpus purpurascens 6 Acacia sophorae 6 Acacia saligna 10 Lotus peniculatus Erosion Control Accent (add to basic planting) 4 Eucalyptus camaldulensis 5 Coreopsis gigantium Huntington Central Park Planting Huntington Beach , California 2L - 9 ( 2 ) Lawn seed shall be fresh , clean , new crop seed , com- posed of the following varieties mixed in proportions and testing minimum percentages of purity and germina- tion . Common Name Prop . by Purity Germination Weed Content Weight % % No Higher Than Bermuda U-3 90% 95% 90% 50% ( hulled ) English Daisy 10% 95% 50% 50% Annual grass - seed variety to be selected at time of planting; apply at grower ' s recommended sowing rate . ( 3) Seed may be mixed by dealer or by an approved method on the site . If seed is mixed by dealer , furnish dealer ' s guaranteed statement of composition of mix- ture and percentage of purity and germination of each variety . If seed is mixed on site , deliver each variety in original containers bearing dealer ' s guaran- teed analysis . k . Spray Mulch : ( 1 ) Mulch : Fiber shall be produced from cellulose such as wood pulp or similar organic material , and shall be of such character that it will disperse into a uni - form slurry when mixed with water. The fiber shall be of such character that, when used in the applied mix- ture , an absorptive or porous mat, but not a membrane , will result on the surface of the ground . Materials which inhibit germination or growth shall not be pre- sent in the mixture . (2 ) Fertilizer: During initial application , a combination of quick and slow release nitrogen shall be used , along with required amounts of phosphate and potash . Fer- tilizer shall be equal to 17-13-5 plus trace elements ; 5 . 7% of the Nitrogen must be derived from urea formal - dehyde . It should be noted that fast release fertili - zer should be used sparingly at this time so as not to impair germination . ( 3 ) Water Retaining Agents : Sodium alginates from laminaria flexicau is and ascophyllum nodosum or equal shall be used . Material used shall be acceptable to Landscape Architect prior to use . Huntington Central Park Planting Huntington Beach , California 2L - 10 (4 ) Water : General precautions should be observed when drawing water from sources other than mains pressure . The use of filters may be required when directed . Such water must be free of impurities , excess chlorine and salts . ( 5 ) Proportions Spray Mulch ( per acre ) : Fiber - 1 ,000 pounds Seed - as specified Water Retaining Agent - 50 pounds N ° K Fertilizer - 500 Water - 3 ,000 gallons I . Mulch : Mulch shall be 75% peat and 25% import soil . m. Tree Stakes : ( 1 ) Stakes and Braces : Two (2 ) inch diameter by six (6 ) feet long lodge pole pressure treated . ( 2 ) Tree Ties : Nylon reinforced flexible plastic hose as approved by Landscape Architect . 4 . PROCEDURE a . Soil Preparation : ( 1 ) Planting areas shall be approximately one inch ( 1 " ) to two inches (2 " ) below final finish grade prior to soil preparation operation . ( 2 ) Thoroughly rip all areas to be planted to a depth of twelve inches ( 12 " ) to eighteen inches ( 18" ) on 12 " centers as designated on plan . Areas adjacent to walks , structures , etc . , where the use of large mechanical equipment is difficult shall be worked with smaller equipment , or by hand . ( 3 ) Remove all rubble , stones and extraneous material over two inches (2 " ) in diameter from the site . Spread organic amendment as specified and designated on plan in all planting areas . (4 ) On sand areas , where designated, spread available on site peat in an even layer over total area . Spread soil additives evenly as specified in all planting areas . Huntington Central Park Planting Huntington Beach , California 2L - 11 ( 5 ) Incorporate organic amendment, peat and additives into the top six inches (6 " ) to eight inches (8" ) of soil by cultivating until a uniform mixture is obtained with no pockets of soil or amendments remaining . (6 ) On erosion control areas spread 50 pounds gypsum per 1 ,000 square feet and thoroughly water in prior to seeding . ( 7 ) Fine grade to restore smooth , even finish grades and to insure surface drainage . In planting areas adja- cent paved surfaces , finish grade shall be established one inch ( 1 " ) below the paving surface . No planting shall take place until grade is approved by the City Inspector. (8 ) In area between bluffs and Golden West St . , Sheet P-4 , the soil shall be sampled by City after grading . Con- tractor shall not amend soil in this area until notified by City in writing . b . Shrubs and Trees : ( 1 ) Locate planting in locations specified on the planting plan and as directed by the Landscape Architect . ( 2 ) Holes for one ( 1 ) gallon plants shall be minimum of twice the diameter and depth of the container. Fill to bottom of root ball with approved on site soil . Holes for five ( 5 ) gallon plants shall be minimum twice the diameter and depth of the container. ( 3 ) For five ( 5 ) gallon plants auger holes minimum twelve inches ( 12" ) in diameter until auger reaches sand layer below or has reached a maximum depth of eight feet (8 ' ) . Fill with sand . ( 4 ) Soil in the bottom of each hole shall be loosened to a minimum depth of six inches (6" ) . Note : No planting shall be done in soil that , in the opinion of the Landscape Architect , is too wet , too dry or not properly conditioned as provided in these specifications . ( 5 ) Dust planting hole liberally with gypsum; fill with water and allow to drain out . ( 6 ) Cut cans on two sides with a nurseryman ' s can cutter. Carefully remove stock from each can to avoid breaking the root ball . A spade shall not be used . Huntington Central Park Plantingg Huntington Beach , California 2L - 12 ( 7 ) Partially backfill planting hole with sand . Use only enough sand under the root ball to insure that after settlement the top of the root ball will be one inch 0 " ) above finish grade . (8) Place plant so fullest growth is facing into the wind ( southwest ) . (9 ) Backfill one half ( 1 /2 ) of remaining hole with backfill mixture and water thoroughly . Backfill rest of hole with backfill mixture . Firm down , eliminating all air pockets . Do not pack . Build a four inch (4" ) high berm around edge of root ball to form a basin for hold- ing water. ( 10 ) Fill basin with water , being careful not to break down berm with hose stream , or to gouge cut holes in the backfi11 . ( 11 ) Spread mulch to two inch (2 " ) depth in basin . C . Groundcover Areas : ( 1 ) Plant groundcovers in moist soil . (2 ) Space plants equally and uniformly at spacings indicated on the drawings . Space plants in star pattern . ( 3 ) Water immediately after planting . ( 4 ) Fine grade to maintain an even finish grade and insure surface drainage . All ridges and depressions shall be removed . ( 5 ) Provide protective fencing to prevent pedestrian traf- fic during growing stages , if necessary. d . Staking : ( 1 ) Stake all one ( 1 ) gallon and five (5 ) gallon trees as detailed . Point stakes at one end for driving. Set stakes away from ball of the tree as indicated on the detail and drive stakes firmly into the ground to a depth of two feet ( 2 ' ) . All stakes shall be driven to a true vertical position . Attach braces with gal - vanized nails for five (5 ) gallon trees . (2 ) Each stake shall have one ( 1 ) vinyl tie installed around the trunk , and stake in a figure 8 shape. At- tach tie to stake with galvanized nail . Wire tie to form figure 8 . Huntington Central Park Planting Huntington Beach , California 2L - 13 e . Lawn and Meadow : ( 1 ) Plant seeds in all areas shown on plans . (2 ) Roll and rake lightly until surface is smooth , friable , and of uniformly fine texture immediately before planting grass . (3) Sow the seed mixture at the rates indicated under Materials ; spread evenly by sowing in two directions . Rake lightly , spread 1 /2 " plant mulch , roll with 200 pound roller and water with fine spray. f. Spray Mulch : ( 1 ) Equipment : Mixing shall be performed in a tank , with a built-in continuous agitation and recirculation sys- tem , of sufficient operating capacity to produce a homogeneous slurry of fiber, stabilizing and water retaining elements , seed , fertilizer and water in the designated unit proportions and a discharge system which will apply the slurry to the areas to be treated at a continuous and uniform rate . (2 ) Loading and Mixing : With agitation system operating at part speed , water shall be added to the tank ; good recirculation shall be established . Materials shall be added in such a manner that they are uniformly blended into the mixture in the following sequence : When tank is 1 /3 filled with water: 1 . Add water retaining agents - 1 /2 acre requirement . 2 . Add 3 - 50 pound bales fiber. 3 . Add seed 1 /2 acre requirement . 4 . Add N P K fertilizer 1 /2 acre requirement . Agitate mixture at full speed when the tank is half filled with water. 5 . Add remainder fiber requirement , 7 bales before tank is 3/4 full . Slurry distribution should begin immediately . (3 ) Inspection : A representative of the City should be present during the entire application . All materials should be inspected prior to loading . All materials shall be packaged or in containers showing net weight and contents therein . If materials are taken from bulk supply , an accurate weighing or measuring device should be used to ensure that exact quantities of each material are present in each load . The green colored fiber offers an immediate visual inspection from both the nozzleman and inspector. The slurry should be sprayed evenly and result in a uni - form coat on all treated areas . Huntington Central Park Planting Huntington Beach , California 2L - 14 5 . PRE-MAINTENANCE INSPECTION a . At the completion of each phase of work under this contract and prior to the beginning of each formal maintenance period , the pre-maintenance inspection shall be performed . b . The Contractor shall request the inspections in writing to the Landscape Architect five (5 ) working days prior to the completion of work in order that mutually agreeable times for inspections may be arranged . C . The Landscape Architect , Landscape Contractor and the City representative shall be present at the inspections . d . At the time of pre-maintenance inspections the Contractor shall have all planting areas under this phase of the Con- tract free of weeds and neatly cultivated . All plant basins shall be in good repair. Lawns and lawn edges shall be neatly cut and all clippings removed . Irrigation sys- tems shall be fully operational with all heads properly adjusted . e . If , after the inspection , the Landscape Architect is of the opinion that all work has been performed as per the draw- ings and specifications , and that all plant materials are in satisfactory growing condition , he will give the Con- tractor written notice of acceptance and commencement of the formal maintenance period . f. Work requiring corrective action in the judgment of the Landscape Architect shall be performed within ten ( 10 ) days after the pre-maintenance inspection . Corrective work and materials replacement shall be in accordance with the draw- ings and specifications , and shall be made by the Contractor at no cost to the City . 6 . FINAL INSPECTION a . At the completion of the formal maintenance period , the final inspection for each phase shall be performed . b . The Contractor shall request the inspections in writing to the Landscape Architect five ( 5) working days prior to the completion of work in order that a mutually agreeable time for inspection may be arranged . The Landscape Architect shall only inspect area when City Inspection has confirmed readyness of area . c . The Landscape Architect, Landscape Contractor and the City ' s representative shall be present at the inspections . Huntington Central Park Planting Huntington Beach , California 2L - 15 d . If, after the inspection , the Landscape Architect is of the opinion that all work has been performed as per the drawings and specifications , and that all plant materials are in satisfactory growing condition , he will give the Contractor written notice of acceptance and end of the formal maintenance period . e . Work requiring corrective action or replacement in the judgment of the Landscape Architect shall be performed within ten ( 10 ) days after the final inspection . Correct- ive work and materials replacement shall be in accordance with the drawings and specifications , and shall be made by the Contractor at no cost to the City. 7 . PERIOD OF MAINTENANCE Maintenance , as specified herein , shall coincide with the de- livery of the first plant materials to the site and shall con- tinue for sixty (60 ) calendar days after commencement of the formal maintenance period , or longer where necessary to es- tablish acceptable stands of thriving plants . A maximum of five ( 5 ) sixty (60 ) day maintenance periods shall be permitted for the total site . a . Procedure : All trees , shrubs and areas of planting which are a part of this contract shall be kept at optimum grow- ing condition by watering , weeding , replanting , as speci - fied , cultivating , repairing stakes and ties , restoring watering basins , spraying for disease and insects , remov- ing and replacing dead or dying material , pruning as di - rected , maintaining proper grades of plants and providing any other reasonable operations of maintenance and protection required for successful completion of the project . Use of insecticides or herbicides to be approved by City Inspector and if used complete information on chemical name brand , manufacturer and label must be provided to City prior to any use . b . At thirty ( 30 ) days and at the end of the formal mainte- nance period , fertilize shrubs , ground cover and lawn areas with organic fertilizer at the rate of one ( 1 ) pound actual nitrogen per one thousand ( 1 ,000) square feet. Apply fer- tilizer evenly when foliage of ground cover and lawn is dry . Water well immediately afterward . 8 . GUARANTEE AND REPLACEMENT The purpose of this guarantee is to assure the City receives plant materials of prime quality , planted and maintained in a thorough and careful manner. Sometimes plants have latent defects or diseases or are shocked in the process of trans- planting . THEREFORE : Huntington Central Park Planting Huntington Beach , California 2L - 16 a . The Contractor shall guarantee all trees except deciduous trees from disease or death and injury resulting from im- proper planting for a period of six (6 ) months after final acceptance of the project. Deciduous trees shall be guaran- teed for a period of one year after final acceptance . All shrubs shall be guaranteed for a period of ninety ( 90 ) days after final acceptance . b . The Contractor shall replace at no expense to the City as soon as possible plants that are dead or not in a vigorous , healthy growing conditions . Replacement shall be of the same kind and size as originally specified and shall be planted as described on the drawings and in the specifica- tions . C . The Contractor shall not be held liable for loss of plant materials during the guarantee period due to lack of care , vandalism or accidental causes . Huntington Central Park Concrete Huntington Beach , California 3A - 1 SECTION 3A CONCRETE 1 . GENERAL The General Conditions and Division 1 - General Requirements , form a part of this Section , except as modified herein . Read the referenced documents and Division 1 for requirements con- tained therein which may affect the work of this Section . 2 . SCOPE Furnish and install reinforced concrete as indicated on drawings and specified herein , complete . 3 . WORK INCLUDED Principal items of work include , but are not necessarily limited to , the following : a . Formwork , including design . b . Reinforcing steel . C . Cast-in-place concrete . d . Mix designs , tests and test data . e . Finishing formed concrete surfaces . f. Curing and protecting concrete . g . Miscellaneous work for completion . h . Setting of embedded items . 4 . RELATED WORK Work specified in other sections . a . Furnishing items for embedment in concrete , except as spe- cified . b . General Requirements for Materials and Test . See Section 2F . 5 . COORDINATION a . General notes on Structural Drawings form a part of this section having the same force and effect as if written out in full herein . Huntington Central Park Concrete Huntington Beach , California 3A - 2 b . Governing Law : All work shall conform with applicable building laws and ordinances . C . Store materials to exclude dirt and prevent damage . Store cement on floors above ground protected from the weather. Store each size of aggregate separately on wood, concrete or asphalt platforms . Store steel reinforcement blocked up from the ground in a manner to prevent bending. d . Verify dimensions on drawings with field conditions at the start of work and check periodically during progress . Accept responsibility for correcting inaccuracies constructed into the work . e . Set and build into the concrete all anchors , anchor slots , bolts , plates and similar items furnished by other trades . Maintain all items in accurate position during concrete place- ment . f. Coordinate the delivery and installation of the work of other trades to insure orderly progress of the work . Install sleeves , boxing , chases and similar openings for pipe and conduit ; and reglets , rebates , recesses , platforms and bases for equipment . Such work must be sized and located to clear steel reinforcement by 1 " , to allow at least 3" to opposite face of wall , and be subject to Architect ' s approval . g . Protect freshly poured work , especially slabs , from rain . 6 . MATERIALS a . Portland Cement: Approved brand of domestic tested cement , ASTM C 150 , Type I or Type II . Written approval is required to change brand . b . Aggregates : From approved pits , conforming to ASTM C 33 except as modified herein . Reactive aggregates shall not be used in the work . ( 1 ) Fine A re ate : Hard , strong , durable particles of natural sand , containing a total of not more than 1 % by weight of clay , shale , mica , coated grains , coal , or other lightweight matter. Aggregate shall pass a 3/8" sieve , uniformly graded from coarse to fine , with at least 95% passing a No . 4 sieve , and not to exceed 2% passing a No . 200 sieve . ( 2 ) Coarse Aggregate : Clean , hard , fine-grained , sound gravel , or crushed stone , containing not more than 0. 5% by weight of clay , shale , mica , coal , or otfier light- weight material , and not more than 5% by weight of flat , Huntington Central Park Concrete Huntington Beach , California 3A - 3 thin , elongated, friable , or laminated pieces . c . Water: Potable water from domestic supply ; clean when used. d . Reinforcing Steel : Deformed steel bars , ASTM A 615-68 Grade 4T, sizes as shown . e . Wire Fabric : Conforming to ASTM A 185 , 6 x 6/10 x 10 mesh , unless otherwise shown . f. Curing Paper: Waterproof, non-staining kraft paper, ASTM C 171 . g . Liquid Curing Compound : Resin type , membrane forming com- pound conforming to ASTM C 309 ; color to match color of the color hardened concrete . h . Admixture : For workability , "plastocrete" or "Pozzolith " of type recommended in writing by respective manufacturer . ( 1 ) Color Hardener: Color shall be made from a combination of pigments , hard , graded aggregates , surface-condition- ing and dispersing agents and Portland cement to match color sample available at the City as manufactured by the L . M . Scofield Company , Rodeffer Industries , Inc . , Frank D. Davis Co . , or equal . ( 2 ) Paving Samples : Fifteen ( 15 ) days prior to installation the Contractor shall construct and have ready for inspec- tion and approval by Landscape Architect, building paving samples of the material , color and finish as specified in the drawings and specifications . Samples shall be a minimum of 4 ' x 4 ' and be installed in an area designated by the Inspector . Contractor shall not proceed with in- stallation without approval from Landscape Architect . i . Non-shrink additive for dry pack and patching mortar shall be Master Builders ' Co . , "Embeco" . j . Expansion Joint Filler: ASTM D 1752 , non-bituminous type . k . Sealants : As specified in Section "Caulking" . 7 . TESTS Where tests are required by the Building Official or specifications , such tests shall be performed by an approved testing agency and the results thereof furnished to the Architect and Building Official . All testing costs shall be paid for by the Contractor. ( Refer to General Conditions . ) Huntington Central Park Concrete Huntington Beach , California 3A - 4 a . Cement Tests : Cement mill laboratories may be approved as testing agencies for this purpose , when evidence has been submitted to show that they are qualified to perform tests . Tests shall be made in accordance with ASTM C 150 . b . Fine and Coarse Aggregates for All Concrete : Test aggregate before and after the concrete mix s est�ished and whenever the character or source of material is chaged . Test shall consist of a sieve analysis to determine conformity with limits of gradation . Perform sampling and testing in accord- ance with "Specifications for Concrete Aggregates " , ASTM C 33 . Testing of aggregates , except gradation , may be waived if the Testing Agency can certify the source of aggregate is well known and meets all specification requirements . C . Concrete Tests : Compressive strength specimens shall be made according to ASTM C 31 and tested in accordance with ASTM C 39 . d . The ready-mixed concrete producer shall supply certification by the testing agency , of record , covering materials , to establish their compliance with the required tests . All tests shall be performed at the Contractor ' s expense. Compression Tests : Make three standard test cylinders from each day ' s placing and each 150 cubic yards or fraction there- of, of each class of concrete . Date cylinders , number and note indicating the point from which the sample was taken . Indicate the slump test result of each sample . Do not make more than three cylinders from any one point or batch of con- crete . Test cylinders at 7 and 28 days . e . Reinforcing Steel : A mill report shall accompany each bundle which shall state the heat and melt number, and mill analysis . The testing agency shall examine copies of Mill Reports , and certify that the material represented thereon does or does not comply with specification requirements and make distribu- tion of reports as required . Where mill reports indicate that the materials meet the specified ASTM Requirements . no further testing will be required . Where identification num- ber cannot be ascertained , make one series of tests ( tensile and bend) from each 5 tons , or fraction thereof, of each size and kind of reinforcing steel . Samples shall include not fewer than two pieces , each 18" long of each size and kind of reinforcing steel . Strength tests by a mill laboratory or an independent testing agency will be acceptable . f. Soil Compaction : See Section 2B . 8. CONCRETE DESIGN a . Compressive strength of concrete shall be as noted on the Huntington Central Park Concrete Huntington Beach , California 3A - 5 drawing , and verified by the Owner ' s testing laboratory . b . Mix Design : Concrete mixtures shall be designed by the test- ing agency , unless otherwise approved , at the Contractor ' s expense . Concrete reports of mix designs shall be submitted to the Architect and approval obtained prior to placing any concrete . C . Slump shall not exceed 3" for footings and slabs on grade and 4 " for all other concrete . Conform to ASTM C 143 for test method . 9 . FORMWORK The design and engineering of all forms and screed strips , as well as the construction thereof, shall be the responsibility of the Contractor. Forms shall be set accurately to produce required configurations , elevations , thickness , and finish of all concrete . Contractor shall verify with City Inspector adequacy for each light standard footing before forming . a . Openings , Chases and Recesses : Form as indicated or necessary to receive , pass and clear other work . Verify sizes with the mechanical and other trades , before forming. Give close coop- eration in the location of boxes , cans and sleeves for others . b . Pipe Sleeves : Where sleeves or openings are provided through slabs for passage of pipes , sleeves or openings shall be spaced not closer together than three times the average dimension of the sleeves or openings , but not less than 6" center to center for small sleeves . Where reinforcement is interrupted , addi - tional bars shall be provided to maintain the total reinforce- ment called for. Where these requirements cannot be met , sub- mit details for approval before proceeding . C . Cleanout Openings : Shall be provided at bottoms of wall forms and elsewhere as required to facilitate cleaning. Dirt , chips and other foreign material or debris shall be washed down and entirely removed immediately prior to pouring . No wooden ties or blocking shall remain in spaces to be filled with concrete . d . Wetting Forms : Unless otherwise directed , wooden forms shall be cleaned and watersoaked not less than two (2 ) hours prior to pouring . e . Removing Forms : Forms shall remain in place for period of time prescribed by Section 2610 ( b ) of Uniform Building Code, but in no case shall they be removed before authorization by Landscape Architect or Inspector. Forms for retaining walls shall remain in place at least seven ( 7 ) days . Huntington Central Park Concrete Huntington Beach , California 3A - 6 10 . REINFORCEMENT a . Bar Reinforcement: All form work and reinforcing steel in place shall be inspected and approved as required by Code prior to pouring any concrete . Accurately form to shapes indicated by methods that will not injure the material . Heating bars for bending is prohibited. Welding of reinforce- ment , if required , shall be done by certificated welders . b . Fabric Reinforcement : Roll out , straighten , and cut to re- quired size , and lay reasonably flat in place . Lap fabric one full mesh at sides and ends , and securely wire together and to other reinforcement at frequent intervals . At edges , at expansion and contraction joints , extend the fabric to within 1 " of edge . As the concrete is placed , lift the fabric reinforcement at intervals to insure proper embed- ment in the concrete . 11 . MIXING a . Concrete : Ready-mixed . Materials and process of manufac- ture e smell comply with the specifications and ASTM C 94 . A signed ticket , certifying the quantities of materials placed in each mixer truck shall accompany each truck load de- livered to the job , indicating quantities conform to the mix design , and the time that water was first added to the mix. b . Mixing Water: Concrete shall not arrive at the work with the total amount of water incorporated therein . Withhold two and one-half gallons of the predetermined amount of water per cubic yard at the batching plant. Balance of water shall be added at the site , as approved, before the concrete is discharged from the mixer. Mix not less than 5 minutes after such water has been added , and not less than 1 minute of this time immediately prior to the discharge of the batch . Total mixing time , 15 minutes minimum after ad- ding original water. All water remaining in the drum of the ready-mix truck shall be completely removed before any of mix ingredients for the following load are introduced into the drum. C . Retem eyed Concrete : Do not use concrete that has stood for over 30 minutes a ter leaving the mixer, or concrete that is not placed in less than 60 minutes after water is introduced into the mix . d . Dry pack or' g� rout , for use under steel members , shall be � mixed with Embeco�� placed laced with recommendations of Master Builders Company . Huntington Central Park Concrete Huntington Beach , California 3A - 7 12 . CONVEYING a . Handling : Handle concrete from the mixer to the location of placing , as rapidly as practicable , avoiding separation or loss of ingredients and rehandling . b . Transporting Methods : Use carts , wheelbarrow, or buggies to deliver concrete to the location of placing . C . Free Fall : A free fall of more than 5 feet in placing con- crete in carts or forms shall not be permitted . 13 . PLACING a . Prior to placing concrete , forms and reinforcing shall be inspected and approved by the governing public authority having jurisdiction over the site . Inspection shall be for accuracy of placement and compliance with plans , spe- cifications and governing building law . b . Working Concrete : Thoroughly consolidate concrete with mechanical vibrators and work it around reinforcement and embedded fixtures , and into corners and angles of forms , by spading , rodding and using mechanical vibrators , to eli - minate rock pockets , air bubbles , and "honeycombs " , and to obtain the required density and strength . C . Slabs : Shape slab to the slopes , drains and other grades indicated and accurately pitch or grade to the drainage fit- tings and fixtures occurring therein . d . Hot Weather : Concrete shall not be placed when the tempera- ture is above +850 F . at the time of placing , or if it is likely to go above +85' F . before the concrete has had its initial set . e . Protection Against Freezing: Concrete shall not be poured during freezing weather unless approved and adequate means are provided to maintain concrete temperature above 500 during placement for at least 72 hours after placing . f. Embedded Items : Including conduit , anchors and rough hard- ware , built into concrete as indicated . ( 1 ) Do not embed piping , other than electrical conduit , ex- cept as noted on drawings . Locate conduit to maintain strength of the structure at a maximum. Increase the thickness of the concrete if the outside diameter of the conduit exceeds 25% of the concrete thickness . (2 ) Anchors and Rou h Hardware : Bolts , inserts and other items embedded in the concrete shall be accurately Huntington Central Park Concrete Huntington Beach , California 3A - 8 secured so that they shall not be displaced during the placing and compacting of the concrete. g . Pavement : Shall be one-course concrete of thickness as noted on drawings , unless otherwise specified . No less than 24 hours shall elapse between pouring of adjacent slabs . 14 . CONSTRUCTION AND CONTROL JOINTS a . Location : Locate construction and control joints to least impair the strength and appearance of the structure . Obtain approval of layout showing proposed location of joints , before proceeding . b. Contact Surfaces : Keep exposed face of construction joints continuously moist from the time of initial set until sub- sequent placing of concrete against them, but not to exceed the curing period . In the event a contact surface becomes coated with foreign materials of any nature , after being cleaned , chip the surface completely , to suitable condition , before pouring additional concrete . 15 . CURING AND PROTECTION a . Water Curing: Wet thoroughly, including the tops and exposed portionT s of concrete , and maintain in a thoroughly moist condition until the forms are removed, but not less than 7 consecutive days from time of placing concrete . Continuously wet concrete between the hours of 8 a .m. and sunset each day , including Saturdays , Sundays , and holidays . b . Fabric Covering : Cover flat surfaces immediately after finish has hardened enough so that it will not be marred with curing paper. Seal all joints and edges as recommended by manu- facturer . C . Sprayed Membrane : Use for flat surfaces of -concrete , except where paint, resilient flooring, additional concrete or other incompatible finish is to be subsequently applied . Apply curing compound with a power sprayer with nozzle equipped with a wind guard . Apply liquid curing compound in strict conformance with manuracturer ' s approved printed directions . Protect surfaces during entire curing period from all forms of abrasion . d . Colored Pavement: The entire exposed area of the pavement shall e cure for not less than seventy-two hours by the pigmented curing compound method , as specified by the color additive manufacturer . Thinning and application shall be in strict accordance with manufacturer ' s specifications and supervised by a qualified manufacturer ' s representative . Huntington Central Park Concrete Huntington Beach , California 3A - 9 Colored concrete shall not be covered with plastic sheeting or waterproof paper. 16 . CONCRETE FINISHES a . Finishing Exposed Formed Surfaces : Immediately following removal of forms , remove fins , aitance , adhering particles of loose material , foreign matter from the concrete surfaces . Concrete exhibiting "honeycombs " , rock pockets , sand runs , spalls , or otherwise damaged surfaces , shall be repaired with dry pack or cement grout , and finished flush with ad- joining concrete surfaces . Concrete surfaces that are to remain exposed in the finished work shall have traces of pointing , patching, and surface irregularities removed by rubbing and honing with carborundum stones , to produce uni - formly smooth surfaces , and wire-brushed , sack-washed, and rinsed free from encrustations and foreign matter. b . Float Finish : Screed slabs to elevations and contours shown on drawings . Tamp with a grid tamper enough to raise a thin bed of mortar to surface . " Dusting" on wet surface will not be permitted . Level and compact with motor driven disk type compactor float . Immediately thereafter, level and compact surface further with motor driven float with flat pitched blades . C . Trowel Finish : Same as float finish , except perform final troweling with steel hand trowels after surfaces become hard enough to produce a hard, dense, smooth burnished finish . d . Broom Finish : Prepare same as float finish ; then apply fine swirl nons 1p finish as selected by Architect . 17 . DEFECTIVE CONCRETE Consider as defective material or faulty workmanship , work that is not formed as indicated , or is not true to alignment, or is not plumb or level , or is not true to grades , slopes and levels , or that has voids or rock pockets , or has sawdust , wood , or debris embedded in it , or does not fully conform to the require- ments of the documents , and shall be removed and replaced with work that conforms with the requirements at the Contractor ' s ex- pense . 18. JOINTING AND SCORING Shall be as detailed on plan . 19 . TOLERANCE Finished concrete surfaces shall contact a ten foot straight edge , between changes in slope , with a total variation of not more than 1 /8" . Huntington Central Park Concrete Huntington Beach , California 3A - 10 20 . TESTING FOR DRAINAGE a . Before final acceptance of the work , the Contractor shall , in the presence of the Landscape Architect, test all paved and pool areas for correct water run-off by flooding with water in such quantity as to prove correct shaping of the paving to the satisfaction of the Landscape Architect . b . Any areas where water remains standing after the above test shall be reconstructed to correct grade for complete run-off. 21 . ACCESSIBILITY Bridges , walkways , or catwalks shall be installed across new pavement to allow access without damaging or marking the com- pleted paving . 22 . CLEAN-UP Upon completion of the work of this section and at such other times as necessary , remove surplus and waste material , debris , rubbish , equipment and implements from the site and leave the work in a clean , neat and acceptable condition , as approved . Huntington Central Park Brick and Block Masonry Huntington Beach , California 4A - 1 SECTION 4A BRICK AND BLOCK MASONRY Requirements of the General Conditions and Division 1 of these specifications apply to work of this Section . 1 . SCOPE Provide masonry work as indicated and specified, complete . 2 . SCHEDULE OF WORK INCLUDED IN THIS SECTION a . Reinforced concrete block and brick walls . b . Furnishing and installation of reinforcing steel bars in masonry . C . Tooling and pointing. d . Setting of embedded items in masonry . e . Protection and clean up . 3 . WORK NOT INCLUDED IN THIS SECTION a . Concrete work , including dowels for masonry therein . b . Furnishing embedded items . C . Waterproofing of surfaces . 4 . STANDARDS Conform materials and workmanship to requirements of 1970 Uniform Building Code . 5 . TESTS Tests of mortar and grout required by Building Code will be performed by licensed Testin? Laboratory selected by the Architect and paid for by Ci Y . Samples shall be taken by Testing Laboratory representative . 6 . MATERIALS a . Concrete Blocks : Standard ( rock-sand) aggregate units , ASTM C-9 , Grade A. Huntington Central Park Brick and Block Masonry Huntington Beach , California 4A - 2 b . Bricks : Face brick conforming to ASTM C-216 , Grade MW. Size 2-3/16 " x 3-1 /2 " x 7-1 /2" . Colors conforming to architect approved samples . C . Portland Cement : ASTM C-150 , Type II , maximum free alkali . d . Sand : Washed , ASTM Designation C-144, except not less than 5% passing No. 100 sieve. e . Pea Gravel : Graded with not more than 5% passing the No . 8 sieve and—with 95% to 100% passing 3/8" sieve . f. Hydrated Lime : ASTM C-207 , Type S. g . Workability Admix : "Pozzolith" by Master Builders . h . Integral Waterproofing : "Red Label Suconem" , Super Concrete Emulsion , Ltd . i . Water : Clean , from domestic supply . j . Reinforcing Bars : Conforming to ASTM A-615 , Grade 40 . k . Mortar and Grout : Proportion by accurate volume measure- ments . Maintain at site calibrated boxes of containers of such nature that quantities measured can be readily and accurately checked at any time . Proportion by shovel mea- sure only after calibration and approval . ( 1 ) Mortar : Type S mortar per Building Code . Workability admixture may be added at Contractor ' s option , per manufacturer' s instructions . (2 ) Grout : 1 part cement , 3 parts sand , 2 parts pea gravel , and integral -waterproofing admixture in maximum pro- portion recommended by manufacturer for use with mason- ry work . Where grout space is less than 2 " in brick work or 4" in block masonry , omit pea gravel . (3 ) Mixing : Machine mix mortar and grout for at least 5 minutes after materials and water are charged . ( a) Mortar: Make and maintain as high a flow (water content) as possible , consistent with good worka- bility . ( b) Grout : Mix to pouring consistency without segre- gation or bleeding . (4 ) Re-Tempering and Time Limit : Maintain mortar plastic continuously until used . Re-temper on mortar boards Huntington Central Park Brick and Block Masonry Huntington Beach , California 4A - 3 only by adding water within basin formed with mortar, and work mortar into water. Dashing or pouring water over mortar not permitted . Do not re-temper or use mortar which has become harsh and non-plastic . Mortar when plastic may be used up to but not more than 1 hour after original mixing . 7 . GENERAL a . Inspection : Construct reinforced grouted brick masonry under continuous inspection (as noted on drawings ) of Regis- tered Special Inspector employed and paid by Owner. Conform to all Building Code requirements . b . Scaffolding and Protections : Provide scaffolding and protec- tion necessary for execution of masonry work , substantially constructed , maintained , moved and dismantled , as required . C . Embedded Items : Anchor bolts and miscellaneous metalwork embedded in masonry are furnished to this trade by other trades . Set items in accordance with setting plans or in- structions furnished by trades supplying metalwork. Exer- cise care to insure that anchors are completely surrounded by grout . d . Workmanship : Execute masonry work with best standards of practice for trade. Erect work plumb , level and true to line . Provide a suitable power saw or carborundum wheel on job for cutting masonry units . Concealed units which must be cut may be broken with a trowel in usual manner. Unless specifically shown , no block unit less than 1 /2- length may be used in work to be left exposed or painted. Use extreme care to prevent any grout or mortar from stain- ing face of masonry . Stop masonry only by racking back in each course . Toothing is not permitted. S . WORKMANSHIP a . General : Use carborundum saw for cutting exposed masonry. Protect from droppings of mortar and grout. Stop horizontal runs only racking and not toothing . When work is delayed more than two hours , keep top surface of walls free of mortar. If dried out , flush with water before starting work , after dislodging loose or dried-out mortar. Clean masonry of dirt and dust with high pressure air, and dampen as required for proper and uniform suction . Use care to keep mortar droppings out of grout space . b . Bond and Pattern : 1 /2 running bond throughout, unless other- wise directed by the Architect . Huntington Central Park -Br.ickand Nock Masonry Huntington Beach , California 4A - 4 c . Joints : Modular 3/8" size, all joints struck flush and concave tooled , unless otherwise directed by the Architect . Uniform size throughout . d . Grouted Walls : ( 1 ) Reinforcing Bars : Clean bars of dirt, oil , grease , or other deleterious coating . Install as detailed, bars wire tied at crossings and splices . Provide minimum 1 /2 " space between bars and block. Install bars plumb and level , properly spaced ; obtain inspec- tion and approval of placement before any bar is en- cased in grout . (2 ) Grouting : Use integrally waterproofed grout. Walls to be grouted solid. Grout lifts shall conform to the Uniform Building Code Section 2413 and 2415 . When grouting is stopped for one hour or longer, form con- struction joints by stopping grout pour 1 -1 /2 " below top of masonry . e . Curing : Do not wet finished masonry except when exposed to extreme hot weather or hot wind, and then only by using nozzle regulated fog spray sufficient only to dampen face but not of such quantity to cause water to flow down over masonry. f. Finish Surfaces : Clean and free . from marring or staining of any nature , joints true , even , tight, and uniform in color. Wash and scrub exposed surfaces , if and as required, and only by means approved by Architect. Cut out and re- point any defective joints . 9 . CLEAN UP AND DISPOSAL As pertains to work of this section , at frequent intervals during and again upon completion of work remove from building and site disused tools and equipment, surplus materials , rub- bish , debris , dust , and dirt, and leave areas affected by work of this section in clean condition . 10 . GUARANTEE This Contractor shall issue , in writing and in favor of the Owner , a guarantee against defects in materials and workman- ship for a period of one ( 1 ) year following final acceptance of the work by the Owner. Huntington Central Park Landscape Masonry Huntington Beach , California 4B - 1 SECTION 4B LANDSCAPE MASONRY 1 . SCOPE Furnish and install landscape masonry work as indicated and specified , complete . 2 . WORK INCLUDED IN THIS SECTION a . Masonry steps . b . Landscape drinking fountain masonry. C . Barbeque installation and masonry. d. Bridge masonry . 3. WORK NOT INCLUDED IN THIS SECTION Drinking fountain plumbing and necessary connections , and concrete footings . 4. MATERIALS a . Concrete : see Division 3 . b . Arizona Flagstone : Contractor shall submit samples of stone for Landscape Architect ' s approval . Color shall be in the dark browns , thickness as designated on plan . C . Cobblestone : Native river washed and rounded granite stones , free from cracks , 6" to 14" diameter. Provide matching "chinking" stones . d . Lime : Hydrated lime shall conform to ASTM C6 , and before staking , shall contain at least 85% by weight of calcium oxide . e . Mortar Sand : Shall be clean and well -graded with not more than 5% retained on a No . 8 sieve , between 30% and 60% passing a No . 30 sieve , between 10% and 30% passing a No . 50 sieve , and no,,t more than 10% passing a No . 100 sieve . f. Cement Mortar: Shall be mixed in the proportion of 1 part cement, part hydrated lime or equal factory mix , and damp , loose sand not less than 2-1 /4 nor more than 3 times the sum of the volumes of cement and lime used. g . Grout : Shall consist of one ( 1 ) part portland cement to three ( 3 ) parts sand to two ( 2 ) parts pea gravel by volume . Huntington Central Park Landscape Masonry Huntington Beach , California 4B - 2 Where grout space is less than 4 " block masonry , omit the pea gravel . h . Water: Potable . i . Pea Gravel : Shall be graded with not more than 5% passing No . 8 sieve , and with 95% to 100% passing 3/8" sieve . j . Barbeque: Shall be constructed from rolled plate , except cast iron grate of best grade. Gray iron frame shall be arc welded ; unit shall be equal to ' EX ' skeleton unit manu- facturered by Hancock Iron Works , Inc. , 52 W. Pike St . , Pontiac , Michigan or equal . 5 . MIXING MORTAR AND GROUT a . Materials for Mortar and Grout: Shall be accurately mea- sured in suitable calibrated devices . Shovel measurements will not be acceptable . Allowance for bulking of sand when measured damp shall not exceed 20%. b . Mi�xinq: Each batch of mortar and grout shall be mixed for not less than 10 minutes in a mechanical mixer. c . Slum Mortar taken from the boards shall have a slump of " plus or minus 1 /4" , using a truncated cover 2" x 4" x 6" high . 6 . RE-TEMPERING AND TIME LIMIT Re-tempering on mortar boards shall be done only by adding water within a basin formed with the mortar and the mortar re- worked into the water. Dashing or pouring water over mortar will not be permitted . Harsh non-plastic mortar shall not be re-tempered or used . Any mortar or grout not used after 1 hour of the initial mixing shall be removed from the work. 7 . LAYING a . Preparation : The top surface of the concrete foundation shall be clean , with laitance removed and aggregate exposed; also all dowels for masonry extending from concrete founda- tion shall be cleaned of all foreign matter before starting the masonry construction . b . Joints : Shall be 3/8" to 1 /2" mortar joint . All joints shalT—be raked 1 /2 " deep . c . Workmanship : All masonry shall be laid true and plumb and to a plane surface , wall courses shall be level . Remove all units that are disturbed after mortar has set or which Huntington Central Park Landscape Masonry Huntington Beach , California 4B - 3 are misaligned so as to be detrimental to the appearance of the wall or base paving. Where units are required to be cut , break flagstone with chisel or trowel ; only flagstone that break fairly straight shall be used. Stone laid on grade shall be laid on concrete slab with mortar bed. d. The cobblestone shall be laid-up with a minimum of mortar joints . Select the stone to minimize joint sizes and use small stones to chink the joints between larger pieces . Hold the mortar back from the prime face of the stone so that as little mortar as possible is visible when viewing the wall directly from the front. Fill the void between the faces of the wall with grout as the stone is applied. Puddle the grout to eliminate air pockets and to fill all voids . e. Protect the stone from droppings of mortar and grout . Clean the exposed face of the stone as the work progresses . Keep the tops of the stone covered with non-staining waterproof sheeting when the work is delayed for more than two (2 ) hours ; keep the top surface of the wall free of mortar. If the ex- posed surfaces have dried out, flush the same with clean water after all loose and dried mortar has been removed. f. Clean the stone of all dirt and dust with high pressure air and then moisten as may be required for proper suction imme- diately prior to installation . g. Wet curing of the stone wall shall be prohibited except during excessively hot , dry days or when subject to hot, dry winds . Then , apply a fine fog-spray of clean water over the face of the stone in quantities sufficient to dampen the face of the stone. Do not allow the water to run down the face . h . After erection and curing , clean the face of the stone of all stains or other surface blemishes . The exposed face shall be washed, if and as may be required , but only by a method approved by the Landscape Architect . Cut out and properly repair any defective work at no additional cost to the Owner. i . Wettin2 of Stone : The amount of wetting will depend on the rate of absorption of the flagstone . When being laid , the flagstone shall have sufficient suction to hold the mortar and to absorb the excess water from the grout . 8. CLEAN-UP Care shall be taken to prevent mortar splotches . No construc- tion supports shall be attached to the wall . Concrete and mortar spilled on the wall or paving shall be washed off before it can Huntington Central Park Landscape Masonry Huntington Beach , California 4B - 4 set up. At the conclusion of the masonry work, the masonry contractor shall clean down all masonry walls and paving and remove his equipment and debris from the premises . 8. GUARANTEE This Contractor shall issue , in writing and in favor of the Owner, a guarantee against defects in materials and workman- ship for a period of one ( 1 ) year following final acceptance of the work by the Owner. Huntington Central Park Structural Steel and Miscellaneous Huntington Beach , California Metal 5A - 1 SECTION 5A STRUCTURAL STEEL AND MISCELLANEOUS METAL Requirements of the General Conditions and Division 1 of these specifications apply to work of this Section . 1 . SCOPE Contractor shall furnish and/or install structural and miscel - laneous metal work , as indicated and specified, complete . 2 . SCHEDULE OF WORK INCLUDED IN THIS SECTION a . Structural steel shapes , channels , angles and columns . b . Steel railings , brackets and attachments . C . Furnishing miscellaneous angles , plates , bolts , and attach- ments for setting in masonry or concrete . d . Shop prime coats and field touch-up . 3 . WORK NOT INCLUDED IN THIS SECTION a . Reinforcing steel . b . Embedding of anchor bolts and inserts in concrete or masonry. C . Field painting , except for touch-up . 4 . GENERAL REQUIREMENTS a . Shop Drawings : Submit shop drawings for review showing layout and erection details . b . Job Measurements : Take such field measurements as may be required, Report any major discrepancy between drawings and field dimensions to Engineer before fabrication of work . C . Cooperation : Coordinate with work bf other sections . Pro- vide all punchings and drillings indicated or required for securement of other work to structural steel framing. d . Standards : ( 1 ) Building Code : Conform to requirements of Uniform Building Code Current Edition ; also other Codes having jurisdiction . Huntington Central Park Structural Steel and Miscellaneous Huntington Beach , California Metal 5A - 2 (2 ) Trade Standards : Current rules and practices set forth in Code of Standard Practice for Steel Buildings and Bridges " and the "Specification for the Design , Fabri - cation and Erection of Structural Steel for Buildings " of the American Institute of Steel Construction shall govern , except as required by the Building Code. 5 . MATERIALS a . Steel : ASTM A-36 . b . Threaded Bolts and Nuts : ASTM A-307 . C . Steel Pipe and Tube : "Standard Weight" , ASTM A-53, Grade 'B" for pipes ; ASTM A-36 for tube members . d . Welding Electrodes : ASTM A-233 , E60 series or #70 series as required for intended use . e . Primer: Red strontium chromate primer. f. Galvanizing : ASTM A-123. 6 . WORKMANSHIP AND ERECTION a . Substitution : Not permitted , except by specific approval of Engineer in advance of fabrication . b. �FFittt�t�iin_�g : Properly fit all members and provide for proper instaTl-ing of anchors and attachments in form work as re- quired . C . Welding : By electric arc . Weld joints , unless otherwise indicated or specified , using shielded electric-arc method . Use coated welding rods , not fluxed , or type recommended by manufacturer for use with parent metal . Use only certified welders for structural construction . Perform shop welding of structural steel work in a shop approved by Building Department . ( 1 ) Exposed Welds : Grind to smooth flush joints . (2 ) Permanently Concealed Welds : No treatment required other than preparation or painting or galvanizing . d . Holes : Holes shall not be made or enlarged by burning. Provide holes in members to permit connection of work of other trades who will furnish necessary templates and infor- mation as may be required . Holes for bolts shall be drilled or punched and not burned. Huntington Central Park Structural Steel and Miscellaneous Huntington Beach , California Metal 5A - 3 e . Bearing Plates : Shim to line and grade, ready to receive grouting. Shims shall consist of steel wedges of suffi - cient size to properly support members . Provide grout holes where necessary . f. Damaged Work : Satisfactorily straighten or replace members which are bent , twisted , or damaged during fabrication or erection . g . Design : Minor connections and fastenings not specifically indicated on drawings or specified shall be completed by fabricator to meet required conditions ; show in detail on shop drawings . h . Delivery : Deliver items to be embedded into concrete in a timely manner. i . Drilling and Tapping: Perform as required for installing and for fitting of other work. j . Protection of Concrete Floors : Exercise reasonable precau- tions to protect finis a concrete floor surfaces and adja- cent work from damage . Green concrete floors shall not be overloaded . Mobile equipment used in placing steel shall have pneumatic tires . Steel members shall not be placed directly on floor; use pads of timber or otE—er material for cushioning. k . Bracing : Provide all necessary guy, braces , on false work for temporary support of members and remove as soon as work is erected to a point where structural members are self- supporting. 7 . GALVANIZING Where noted on drawings , hot-dip galvanize miscellaneous iron , except metal which is embedded in concrete. Galvanize after fabrication . Coat abraded or burned parts of galvanized work with "Galvalloy" or "Galvacon " as per manufacturer ' s instructions . Finish exposed work free of roughness and whiskers . 8 . PRIMING AND PAINTING a . Priming : Give steel shop coat of rust-inhibitive primer, except as otherwise specified . Work primer into joints . b . Cleaning : Clean surfaces according to AISC Specifications . C . Weather Conditions : Prime NO exterior steel in place in wet weather unless steel is protected from dampness . Huntington Central Park Structural Steel and Miscellaneous Huntington Beach , California Metal 5A - 4 d . Touch-up : Clean field welds , filed bolts , and abraded por- tions after erection , and give an additional spot coat of primer as specified for coats . e . Areas Not Painted: Items embedded in concrete or masonry. 9 . RAILINGS Railings shall be fabricated to dimensions , design and details shown on the drawings . Joints and connections shall be con- tinuously welded . All welds shall be ground smooth . All ex- terior steel railings shall be hot-dip galvanized after fabrica- tion . 10 . CLEAN UP During construction , keep the area clean and clear. Dispose of waste materials off the site. Do not dispose of debris on site, in pits or otherwise . Huntington Central Park Metal Decking Huntington Beach , California 5B - 1 SECTION 5B METAL DECKING Requirements of the General Conditions and Division 1 of these specifications apply to work of this Section . 1 . SCOPE Furnish and install metal decking as indicated on drawings and specified herein , complete . 2 . WORK INCLUDED IN THIS SECTION Principal items of work include , but are not necessarily limit- ed to , the following : a . Steel roof decking . b . Accessories and fastenings . C . Openings and reinforcement . d . Shop drawings . e . Miscellaneous work as required. 3 . RELATED WORK SPECIFIED IN OTHER SECTIONS a . Structural steel framing . b . Finish painting . 4 . GENERAL a . General notes on Structural Drawing, Sheets A-1 , A^8 and A-16 , form a part of this Section , having the same force and effect as if reproduced in full herein . b . Codes and Standards : Steel decking shall conform to "Basic Design Specifications for Steel Roof Deck Construction" as adopted by the Metal Roof Deck Technical Institute , and to AISI "Specifications for the Design of Light Gage Cold- formed Steel Structural Members " . In event of conflict between references , the most stringent requirements shall apply . C . Openings : The cutting, drilling or punching of small open- ings in steel decking for passage of pipes and the attachment Huntington Central Park Metal Decking Huntington Beach , California 5B - 2 of other items shall be performed in the field, except for openings larger than 144 square inches . Openings larger than 144 square inches shall be predetermined, shown on shop drawings , and provided in the shop under the work of this Section . Steel reinforcing members shall be provided around all openings . d . Shop Drawings : Submit for review prior to proceeding with fabrication in accordance with Section "Special Conditions" -- Section 1D. Include full details of welding, bracing, openings and accessories . e . Welding : All welding shall be performed by welders who hold current certificates required for welding of light guage metals . 5 . MATERIALS a . Steel Decking: Decking shall be formed of U. S. Standard guage structural quality carbon steel sheet conforming to ASTM A-245 . Finish for steel decking shall consist of a hot-dip galvanized coating conforming to ASTM A 361 -65T , 1 . 25 ounce coating class . b . WeldinQ Electrodes : Conforming to "Spec . for Mild Steel Covered rc-We dng Electrodes " ASTM A-233 for the welding of carbon steel ; size and type best suited for intended use . c . Accessories : Provide manufacturer ' s standard closures , non- piercing insulation clips , fastenings and accessory items as indicated and/or required for completion of the work. 6 . WORKMANSHIP a . Verifying Conditions : Examine all surfaces and members to receive the work of this Section ; verify all dimensions . Report any unsatisfactory conditions to Architect for corrective action . Commencement of work signifies ac- ceptance of existing conditions and full responsibility for final work . b . Coordination and Workmanship : Work in close cooperation with the erection of the structural steel , miscellaneous metal , and general construction operations . All work shall be performed by workmen skilled in their trade, in conform- ance with established standards of good practice and as in- dicated. 7 . FABRICATION AND ERECTION a . Fabrication and erection shall conform to the American Iron Huntington Central Park Metal Decking Huntington Beach , California 5B - 3 & Steel Institute ' s Specifications for the "Design of Light Gage Cold Formed Steel Structural Members " . b . Deck sections shall be of the type , depth and guage as shown , and shall provide minimum physical properties as in- dicated on the structural drawings . Decking units shall be formed with vertical ribs the full depth of the section , and units shall be formed with an interlocking side lap , or shall be laid with a standard one corrugation side lap . C . Furnish decking in length indicated or at least long enough for two spans . Where overhangs occur, the overhang shall be included in a single length . d . Joints shall occur only at a support . All deck units shall be accurately aligned and positioned and shall be welded as they are placed. Side joints may be connected as each unit is placed or after entire deck is completed, as recom- mended by the decking manufacturer. Secure deck units against movement while welding . e . Fasten decking units to structural supports by the arc- welding process , using certified welders thoroughly famil - iar with the materials to be welded . Diaphragm welding to be in strict conformance with manufacturer ' s and code re- quirements , whichever governs . f. Install closures at edges of decking ; provide reinforcement around all holes and openings , and furnish insulation clips for attachment of insulation . 8. MANUFACTURER' S APPROVAL Installation of metal decking shall be accomplished by an Erect- or approved in writing by the Manufacturer of the decking mater- ial . The manufacturer shall submit certification of the Erector ' s qualifications and experience for performance of the work . 9 . FIELD TOUCH-UP After erection all scarred areas , including cuts , drill holes , rust spots , welds and weld scars , shall be touched up with an approved galvanizing repair compound. 10 . SAFETY PRECAUTIONS a . Provide temporary bracing and shoring and warning signs as required during the work so that the decking and forming will at all times be safe for all construction activities required to take place thereon . Huntington Central Park Metal Decking Huntington Beach , California 5B - 4 b . Do not place any distributed construction loads on the steel decking in excess of 20 pounds per square foot or concentrated loads exceeding 300 pounds unless specifically shown on structural drawings . 11 . CLEAN UP During construction , keep the area clean and clear. Dispose of waster materials off the site . Do not dispose of debris on site , in pits or otherwise . Huntington Central Park Carpentry , Millwork and Huntington Beach , California Insulation 6A - 1 SECTION 6A CARPENTRY , MILLWORK AND INSULATION 1 . WORK INCLUDED Furnish all labor, material , and equipment required to complete the work shown on the drawings and specified herein , including but not limited to the following : a . Finish Carpentry and Millwork including plastic laminate facings . b . Wall insulation , acoustic . C . Cabinet hardware . d . Blocking , backing , and wood grounds as required for secur- ing other work . e . Rough hardware . f. Bridge constructions . 2 . RELATED WORK SPECIFIED IN OTHER SECTIONS a . Wood pilings . b . Concrete . 3. GENERAL REQUIREMENTS a . Coordination : Cooperate with other trades , especially Concrete , Concrete Block and Miscellaneous Metal , to pre- vent duplication of rough hardware furnished . b . Storage : Store lumber and plywood off the ground , in dry and well ventilated location . C . Power Driven Fasteners : Shall not be used. d . Shop and Setting Drawings : Submit as specified under Section 1D. Indicate direction of grain on exposed portions . In- dicate all field measurements which are beyond manufactur- er ' s control . e . Samples : Submit , as specified under Section 1D, samples of each type of finish , plastic laminate , hardwood , and hard- wood plywood ( in 2 foot squares ) . f. Field Measurements : Verify dimensions and job conditions before start of fabrication . Huntington Central Park Carpentry , Millwork and Huntington Beach , California Insulation 6A - 2 g. Priming: Shop prime and backpaint shop-assembled items with non-yellowing varnish before delivery to the job. h . Delivery: Deliver shop-assembled items when building is dry and not subject to changes in moisture content. 4. QUALITY CONTROL a . Moisture Content : Kiln dry plywood and solid stock for cabinet work to an average moisture content of 9 percent, permitted range 6 to 12 percent. b . Finish : Machine and belt or stroke sanded finish carpentry and millwork . 5 . MATERIALS - ROUGH CARPENTRY a . Douglas Fir: Standard Grade - 1200 F. 19% maximum moisture content . b . Douglas Fir for Bridge Construction: Number, 1500 F. 19% maximum moisture content unless of erwise noted. C . Douglas Fir Plywood: Interior DFPA B-D grade , bearing DFPA grade mark . d . Copperized Chromated Zinc Chloride: TT-W-00562 . Apply according to American Wood Preserver Association Standard P5 . e. Rough Hardware: Galvanized ASTM A 153. ( 1 ) Screws , Spikes , Toggle Bolts , Etc. : Standard commercial grade steel . (2 ) Nails : Common wire . ( 3 ) Bolts and Washers : American Standard, ASTM A-307 . (4) Provide all bolts , plates and similar items employed in erection and construction of rough work, bolt anchorages embedded in concrete , and the like . Deliver rough hard- ware embedded in concrete to concrete trade prior to erection of forms . f. Batt Insulation- Acoustic : 3/4 lb . density glass fiber batts 3-1 /2" thick , or equivalent, mineral wool batts , for friction fit between studs . 6 . MATERIALS - FINISH CARPENTRY AND MILLWORK a . Hardwood Plywood - Transparent Finish : CS 35 , Type II , good Huntington Central Park Carpentry, Millwork and Huntington Beach , California Insulation 6A - 3 grade I , Oak, rotary sliced. b . Hardwood - Transparent Finish : White Oak , AW 1 , Custom grad-e , solid stock . C. Hardboard : CS 251 , tempered , smooth 2 sides . d . Softwood : B & Better Sugar, Idaho White , or Ponderosa Pine , VG Dougl.as Fir. e . Plastic Laminate : Federal Specification L-P-508d, Type II , Grade HP , Class I cigarette proof, Type V backing sheet at concealed faces . f. Adhesive for Plastic Laminate : Urea fomaldehyde type . 7. CABINET HARDWARE a . Cabinet Pivot Hinges : For 3/4" overlay doors , steel , with ny on bearings , US-2-6D and USP finish . Stanley 331 , Hager 1043 , or equal . b . Friction Catch : Double ball spring type , two way. For doors with finger pulls . Glynn-Johnson GJ22 , Builders ' Brass , BW 800 Series , or equal . C . Drawer Slide : 50 lb . side mounting , full extension type with ball bearing nylon rollers . Grant 336 , KV 1300 , or equal . d . Pilaster Shelf Standards : Recess mounted , 5/8" wide , 1 /2" adjustments , nickel plated. Stanley 788, KV 255 , Garcy U373, or equal . e . Snag- In Shelf Clip : Nickel plated , Stanley 799N , Garcy Y73, KV 256 , or equal. f. Slotted Shelf Standard : Heavy duty , surface mounted , satin chrome , 3/4 wide , KV 83 , Garcy 4949 , or equal . 8. MILLWORK a . Hardware : Furnish and install all cabinet hardware required for a complete installation . After installation , remove , tag , box , and reinstall at completion of finishing work . b . Materials : Items noted "Hardwood" shall be hardwood veneer plywood on exposed and semi -exposed portions : C . Finish : Items noted "Hardwood" shall receive transparent finish on exposed and semi -exposed portions . Huntington Central Park Carpentry, Millwork and Huntington Beach , California Insulation 6A - 4 d . Cabinet Doors : Lumber core , flush type , with pressure glued, built-in hardwood edge banding to match faces , 3/4" thick. e . Drawers : Solid stock front , sides , and back . 1 /4" tempered hardboard bottom. Hardwood guides at sides , except where metal slides are shown on drawings . f. Body Members : Minimum 3/4" thick plywood, except back . g. Shelves : Minimum 3/4" thick, solid stock , as detailed. h . Plastic Laminate Tops : Bond 1 /16" thick plastic laminate sheet to 3/4" backing . Cut openings to receive sink and other inserts . Laminate backing sheet to concealed side of top . Fastenings shall be concealed. 9 . BRIDGE CONSTRUCTION a . Bolt holes in wood shall be 1 /32" to 1 /16" larger than the nominal bolt size . Holes in steel shall be 1/16" oversize. Tighten nuts at time of installation and re-tighten before bolts are covered up . Bolts bearing on wood shall have standard malleable iron or square steel washers . b . Nail or screw planks as detailed ; split boards shall not be used . C . All work shall be substantial and neatly erected , to best standards of trades and satisfactory to Architect and Struc- tural Engineer. Provide supervision of a competent and experienced foreman and include all work required to be ready for work of subsequent trades . 10 . FINISH CARPENTRY a . Shelving-Mechanical Room: Solid stock softwood or DF plywood with hardwood a ge anding . b . Mop Racks : Solid stock softwood with hardwood pegs . Secure with minimum penetration of 1 -1 /2" at concrete block. 11 . CLEAN-UP Upon completion of the work , remove from the site all materials , equipment and debris resulting from the work under this section . Huntington Central Park Membranes - Roofing and Huntington Beach , California Waterproofing 7A - 1 SECTION 7A MEMBRANES - ROOFING AND WATERPROOFING 1 . WORK INCLUDED Furnish all labor, material , and equipment required to complete the Membrane work shown on the drawings and specified herein . a . Built-up roofing , gravel surfaced. b . Flashing . C. Rigid roof insulation . 2 . RELATED WORK a . Wood cants and nailers - Section 6A. b . Sheet Metal Work - Section 7B. 3 . GENERAL REQUIREMENTS a . Cooperation : Coordinate with the work of other trades , par- ticularly Sheet Metal , Plumbing , Electrical . b . Applicator ' s Inspection : Starting of installation shall indicate acceptance of surfaces . C . Samples : Submit samples of roof gravel in the manner spe- cified under Section 1D. d . Materials : Submit a certificate from manufacturer of mem- brane materials stating that materials supplied for work under this Section conform to all requirements specified herein . e . Roofing Applicator: Submit certificates of authorization from manufacturer of roofing materials before start of in- stallation . f. Tests : After completion of roofing , test-cores will be taken at selected locations and checked for thickness and weight by Owner ' s testing laboratory . Patch as required . 4 . MATERIALS a . Asphalt Saturated Rag Felts : ASTM D 226 , 15 lb . type . b . Asphalt : ASTM D 312 , Types II for built-up roofing and III T$57 figh melt for base flashing. Huntington Central Park Membranes - Roofing and Huntington Beach , California Waterproofing 7A - 2 c . Asphalt Primer: ASTM D 41 or Federal Specification SS-A- 701 , cutback asphalt. d. Roofing Cement: Barrett Elastigum - Federal Specification SS-C-153, Type II . e . Surfacing Aggregate : Gravel or slag , clean , dry, hard, opaque , graded from 1/4" to 1 /2" . Color as selected by Architect . f. Roofing Nails_ : Galvanized , 7/8" long , 3/4" diameter flat head roofing nails with annular ringed shank. g . Cant Strips : Wood . h . Rigid Insulation : Expanded perlite , surface coated for bond. J . " Fesco Board" , Celotex "Celotherm" , Grefco "Permalite Sealskin" , or equal . ( For Bldgs . 1A-5A, 1B, 1C use 2" insula- tion ; for Bldgs . 1D-2D use 1 " insulation . ) 5 . ROOFING STANDARDS a . Standards : Sequence of work and details of operation shall be according to directions of manufacturer. Gravel Surfaced Roof: Bondable up to 20 years . b . Summary of Materials per 100 Sq . Ft . : 2 " insulation ( 1 " insulation = 100 lbs . ) 200 lbs . 4 layers hot asphalt ( at 15 lbs . ea . ) 60 lbs . 4 layers of 15 lb . base felt 60 lbs . flood coat of hot asphalt 60 lbs . gravel surface 400 lbs . total 780 lbs . 6 . RIGID INSULATION ON METAL DECKING a . Joints : Lay boards with long joints continuous and short ToT ints staggered . b . Anchorage : Fasten each board with 8 @ 1 " wide dips furnished by deck manufacturer. c . Taping : Tape cut edges of insulation board. d . Precaution : Prevent hot roofing materials from damaging building . 7 . INSTALLATION OF BUILT-UP ROOFING a . Preparation of Surfaces : Decks shall be smooth , thoroughly Huntington Central Park Membranes - Roofing and Huntington Beach, California Waterproofing 7A - 3 dry , and swept clean . Drains , vents and other metal fittings , cants , eaves , curbs , blocking, and nailers shall be in place . Do not start installation in inclement weather. b . Flashing ( Bldgs . 1A-5A, 1B , 1C) : Apply above last layer of roofing . Flash and sea r� ooTdrains , vents , pipes , curbs , and other projections as detailed in the drawings using three (3) 15 lb . felt layers as base flashing and one ( 1 ) 90 lb . mineral surface cap sheet over. C . Flashing ( Bldgs . 1D-2D: See roof detail on Sheet A-26 . 8. GUARANTEE Submit in the manner specified under Section 1D, for a period of five (5 ) years , including leakage and faulty workmanship . 9 . CLEAN-UP Upon completion of the work , remove from the site all materials , equipment, and debris resulting from the work under this section . I Huntington Central Park Sheet Metal Huntington Beach , California 7B - 1 SECTION 7B SHEET METAL 1 . WORK INCLUDED Provide all labor, materials , and equipment required to com- plete the Sheet Metal work shown on the drawings and specified herein , including but not limited to the following : Flashing. 2 . GENERAL REQUIREMENTS a . Samples : Submit in the manner specified under Section 1D. b . Shop Drawin s : Submit , in the manner specified under Section D details of shop fabricated items . C . Field Measurements : Verify existing field conditions before start of fabrication . d . Cooperation : Coordinate with work of other trades , parti - cularly roofing . 3 . MATERIALS a . Copper Sheet : 24 ga . minimum for flashing , etc . at vent pipe roof penetrations set in roofing plys as detailed in the drawings . b . Solder: ASTM B 32 ,' 50-50 lead and block tin . Use with cut muriatic acid or non-corrosive type flux . c . Nails : Zinc alloy or galvanized steel , 1 " diameter flat- eFiead , with lead or neoprene washers . d . Mastic : Federal Specification SS-C-153 , fibrated asphalt peas—ti c cement . 4 . WORKMANSHIP a . General : Design and method of installation shall conform with the recommendations of the Architectural Sheet Metal Manual of the SMACNA. b . Joints : Space and form seams , joints , and expansion joints as specified in $MACNA Manual and fill with mastic . Lap sheets 4 " minimum at lap joints . C . Forming : Form sheet metal at 60' F or above . d . Exposed Ed es : Fold exposed edges of sheet metal work under at least 11 . Huntington Central Park Sheet Metal Huntington Beach , California 7B - 2 e . Galvanic Action : Coat sheet metal with bituminous paint at points of contact with dissimilar metal or with preser- vative treated wood. f. Soldering : Clean surfaces before soldering . Thoroughly heat sheet . Sweat solder completely through seams . Wash off and neutralize acid flux after soldering . g . Fastening : Avoid nailing through metal . Join parts with concealed cleats , rivets , or sheet metal screws . Install fasteners with neoprene washers at exposed locations . h . Sheet Metal Work on Roofs : Install as roofing work progresses . 5 . GUARANTEE Submit , in the manner specified under Section 1D, for a period of five (5 ) years from date of acceptance of the building , against water leakage and deterioration . 6 . CLEAN-UP Upon completion of this work , remove from the site all tools , materials , equipment and debris resulting from work under this Section . Huntington Central Park Caulking Huntington Beach , California 7C - 1 SECTION 7C CAULKING 1 . WORK INCLUDED Provide all labor, material , and equipment required to com- plete the caulking and sealing work shown on the drawings and specified herein , including but not limited to the following : a . Openings in exterior walls . b . Openings in interior walls . 2 . RELATED WORK Special materials for caulking sheet metal work are specified under respective trade sections . 3 . GENERAL REQUIREMENTS a . Samples : Submit, in the manner specified under Section 1D , t r�i ee samples of each type and color of caulking material . b . Scope : Caulk all joints as required to make building weathertight and watertight . C . Sequence : Complete caulking before start of painting . d . Appearance : Completed work shall have a smooth , even finish , flush wit adjacent surfaces . 4 . MATERIALS a . Impregnated Polyurethane Foam: Asphalt coated "Compriband" by Secoa , butylene saturated "Poly-Tite" by Sandell Mfg . Co . , or equal . b . Preformed Back-Up Material : Closed cell expanded polyethyl - ene foam. C . Caulking Compound : ( 1 ) Acrylic : TT-S-00230 , single component 100% solids acrylic . Color to match adjacent surfaces , as selected by Architect . For exposed joints . ( 2 ) Polyisobutelene : Non-hardening , non-skinning compound or tape . For concealed interior joints . Presstite 579 .63 or 579 . 64 , Tremco 440 or equal . Huntington Central Park Caulking Huntington Beach , California 7C - 2 d. Primer: Type recommended by caulking compound manufacturer for use with his product . 5 . PREPARATION OF SURFACES a. General : Surfaces to be caulked shall be dry, clean , and free from dust , oil , grease , paint and other surface con- taminants . b . Priming : As required by manufacturer of material . c . Masking : Protect adjacent surfaces with tape before appli - cation of synthetic polymer compounds . Remove tape imme- diately after caulking . d. Back-up Material : Pack joints with back-up material to with- in 3/8" of surface before caulking and to a depth of 1 -1 /2 times joint width . 6 . APPLICATION a. Caulking : Apply compound under pressure , so as to fill joints completely. Tool joints immediately after applica- tion , before compound begins to set . b . Exterior Thresholds : Set on a continuous band of impregnated foam sealer. Adhere foam to one surface first. Compress into place to 25 percent or less of original volume . 7 . GUARANTEE Submit , in the manner specified under Section 1B , to maintain caulking weathertight and watertight for a period of five (5) years from date of final acceptance of the work . 8. CLEAN-UP Upon completion of the work , remove from the site all materials , equipment and debris resulting from the work under this Section . Huntington Central Park Hollow Metal Door Frames Huntington Beach , California 8A - 1 SECTION 8A HOLLOW METAL DOOR FRAMES 1 . WORK INCLUDED Provide all labor, materials , and equipment required to furnish the metal door frame work shown on the drawings and specified herein . 2 . GENERAL REQUIREMENTS a . Storage : Deliver and store frames under cover and protect against moisture and damage until installation . Store frames upright on wood blocking with a rigid spreader bar at base . b . Shop Drawings : Submit in the manner specified under Section D. c . Samples : Submit in manner specified under Section ID, a 6" production-run corner section of door and frame . 3 . MATERIALS a . Hollow Metal Door Frames : 16 guage steel , fully welded construction , unit type , shop primed. Overly, McCluney , Krieger, or equal . b . Anchors : Galvanized , fixed or adjustable as required , 6 per jamb , one near head , one at floor, with holes for fasteners set 3" apart or as detailed . C . Rubber Silencers : Prepare frame to receive three silencers . 4. PREPARATION OF FRAMES a . Mortise Hardware : Mortise , reinforce , drill and tap to tem- plate requirements for mortise hardware. b . Strikes : Set to allow 1 /8" clearance for silencers . C . Finish : ( 1 ) Cleaning : Clean thoroughly after fabrication . Grind welds smooth . Conceal seams with mineral filler. (2 ) Priming : Shop prime with rust inhibiting primer of type specified under Section 9C - Painting. 5 . GUARANTEE Submit , in the manner specified under Section 1D. Huntington Central Park Glass , Glazing and Window Wall Huntington Beach , California 8B - 1 SECTION 8B GLASS , GLAZING AND WINDOW WALL Requirements of the General Conditions and Division 1 of these specifications apply to work of this Section . 1 . WORK INCLUDED Provide all labor , materials and equipment required to complete the fabrication , erection , and caulking of the Glass , Glazing, and Window Wall work indicated on the drawings and specified herein , including but not limited to the following: a . Steel window wall . b . Glazing . 2 . RELATED WORK Caulking - Section 7C . 3. GENERAL REQUIREMENTS a . Responsibility : Contractor shall be responsible for the performance of the complete window wall installation , includ- ing glazing and caulking . b . Shop Drawings : Submit , in the manner specified under Section BB, complete shop and setting details . C . Samples : Submit in the manner specified under Section 1D. ( 1 ) Window Wall : Production sections large enough to show color range of finish . Submit before proceeding with production for this work . (2 ) Glass : Type specified . d . Standards : Materials and workmanship shall conform to the recommendations of the National Association of Architectural Metal Manufacturers (NAAMM) . e . Dimensions : Verify dimensions on the job f. Labeling : Glass shall be factory labeled on each light showing make , type , thickness , and grade . Do not remove labels until final cleaning of glass . Locate permanent glass markings in an approved , unobtrusive location . Huntington Central Park Glass , Glazing and Window Wall Huntington Beach , California 8B - 2 4 . PERFORMANCE STANDARDS - WINDOW WALL a . Thermal Movement : Sections shall be designed and anchored to accommodate a thermal expansion of 0. 14" in 10 ' for a temperature range of 1500 F. b . Water Infiltration : No water infiltration shall occur when wall assembly is tested in accordance with NAAMM Test C-2 ( by dynamic pressure ) . c . Air Infiltration : When tested in accordance with NAAMM test B y static pressure) , air filtration shall not ex- ceed 0 . 06 cu . ft . per minute per square foot of fixed wall area , 0 . 50 cfm for windows . 5 . MATERIALS a'. Glass : 1 /4" polished plate glass , glazing quality - tem- pered . b . Steel Window Wall : 16-guage galvanized-steel cold roll - formed sections , corners and joints welded and ground smooth , complete with snap-in flush glazing stops , designed to allow 1 /8" glass to metal face distance , glazing tape , channel surround , and door frames , bonderized , baked acrylic enamel finish , color as selected. Carmel 365 window wall and 367 Entrance Door Series . C . Glazing Material : ( 1 ) Resilient Preformed Tape : Butyl or polyisobutelene base , installed to be kept under compression . (2 ) Elastic Glazing Compound: TT-G-00410, paintable type . Color as selected . ( 3 ) Setting Blocks : Neoprene , 70-90 Durometer. (4 ) Shims and Spacers : Neoprene, 40-60 Durometer. ( 5 ) Stops : Steel , finish to match window wall . 6 . INSTALLATION a . General : Erect all work level , square , plumb , and in pro- per alignment . b . Caulking and Sealing : Caulk all joints between metal and other materials . Surfaces shall be clean , dry , free of bitumens , oil and grease , and prepared to receive compound according to caulking manufacturer' s instructions . Apply compound against back-up material . Huntington Central Park Glass , Glazing and Window Wall Huntington Beach , California 8B - 3 c . Weatherstripping: Set thresholds and exterior sills on con- tinuous strip of impregnated foam as specified under Section 7C. d . Hardware : Readjust all items of operating hardware as re- quired after installation and glazing is complete . 7 . GLAZING a . General : Glazing work shall conform to the requirements of the F at Glass Jobbers Association "Glazing Manual " . b . Preparation : Clean and dry sash and glass thoroughly before g azing . C . Support glass on two , only , neoprene setting blocks at quar- ter points . Maintain uniform edge clearances . d. Position glass and mirrors , with neoprene spacer shims to assure -1 /8" minimum face clearances between glass and metal . e . Removable Stops : Secure so as to maintain glazing materials in compression . f. Handle glass so as to preserve integrity of edges during in- stalTation . Do not bump , drag , or brush edges against hard objects . Do not scratch glass . 8 . PROTECTION a . Do not mark or coat installed glass . b . Glazed openings may be . identified by a tape or banner sus- pended near, but not in contact with glass . C. Keep temporary shielding from contact with glass . d. Protect materials against damage during fabrication , shipment , storage and installation . 9 . INSPECTION a . Upon completion of the building remove protective coverings from glass and frame members . b . Replace all defective or broken glass . 10 . GUARANTEES Submit in the manner specified under Section 1D - Special Con- ditions for a period of five ( 5) years from date of acceptance Huntington Central Park Glass , Glazing and Window Wall Huntington Beach , California 8B - 4 of the building . 11 . CLEAN-UP Upon completion of the work , remove from the site all debris , materials , tools and equipment resulting from the work under this section . Huntington Central Park Lathing and Plastering Huntington Beach , California 9A - 1 SECTION 9A LATHING AND PLASTERING Requirements of the General Conditions and Division 1 of these specifications apply to work of this Section . 1 . WORK INCLUDED Provide all labor, materials , and equipment required to com- plete the work shown on the drawings and specified herein in- cluding but not limited to the following: a . Lathing. b . Cement and gypsum plaster. C . Vapor barrier, lathing , and scratch coat behind ceramic tile . 2 . GENERAL REQUIREMENTS a . Start of Work : Verify that the work of other trades is in place and has been inspected as required before proceeding with lathing . b . Inspection : Inspect surfaces to receive plaster. Report defects to the Architect in writing. Start of work shall indicate acceptance of surfaces . C . Protection : Preserve the work of other trades from damage resulting from lathing and plastering work . d . Quality Control : Workmanship and materials shall conform to the standards and details included in the " Reference Specifications " compiled by the California Lathing and Plast- ering Contractors ' Association and the "Manual of Lathing and Plastering " . 3 . MATERIALS FOR LATHING a . Wire : QQ-W-461E , Class 1 , glavanized , annealed , 18-guage f r tying lath . b . Metal Lath : Diamond mesh , Federal Specification qq-L-101A, 3 . 4 lbs . , painted or galvanized, flat and 3" rib type lath . c . Gypsum Lath : ASTM C 37 , 3/8" thick, plain and perforated. Huntington Central Park Lathing and Plastering Huntington Beach , California 9A - 2 d. Building Paper: Asphalt saturated rag felt, ASTM D 226 , 15 b . type . e . Accessories : Galvanized steel . ( 1 ) Casi�nBeads : 24-guage , type 66 full square , with ex- panded flange , with and without vinyl foam gasket strip . U. S. Gypsum, Soule, National Gypsum, Milcor, or equal . (2 ) Cornerite and Strip Reinforcement: Expanded lath, 2 . 5 lbs , galvanized or painted same as adjacent lath . (3) Corner Beads : 26-guage, combination type , flange 2-1 /2" minimum. Soule Steel Co. "Double-Ex ; " Milcor "Super-Ex" type . By Inland Steel Products , or equal . f. Caulking : Non-hardening , non-skinning polyisobutelene com- pound or tape for concealed locations . Presstite 579.63 or 579 . 64 , Tremco 440, or equal . 4. MATERIALS FOR PLASTERING a . Portland Cement: ASTM C 150, Type I . b . Aggregate : ASTM C 35 , sand typical , vermiculite or perlite as required for fire-resistant plaster. C . Gypsum Plaster: ASTM C 28. d. Hydrated Lime : ASTM C 206 , Type S. e . Quick Lime : ASTM C 5 . f. Lime Putty : Made from hydrated lime , quick lime or pro- cessed quick lime . g . Water: Potable. h . Bonding Agent: PVA latex , MIL-B-10235 . Weldcrete or equal . 5 . APPLICATION OF METAL LATH AND GYPSUM LATH AND PREPARATION FOR PLASTERING Sequence of work and details of operation shall be according to directions of manufacturer. 6. WALL TYPES a . Interior Portland Cement Plaster: 3-coat work over metal lath and building paper. Huntington Central Park Lathing and Plastering Huntington Beach , California 9A - 3 ( 1 ) Scratch coat . (2 ) Brown coat. (3) Finish coat 1 /8" thick , smooth finish . b . Interior Gypsum Plaster: 2 coat work over 3/8" gypsum lath . ( 1 ) Gypsum lath . ( 2 ) Brown coat. ( 3 ) Finish coat 1 /8" thick , gypsum hardwall finish . C . Ceramic Tile Backing: 1 /4" Portland cement scratch coat over metal lath and building paper. 7 . APPLICATION a . Mixing : ( 1 ) Provide protection under mixing boxes . (2 ) Proportion ingredients with calibrated boxes and machine mix . Do not mix more at any time than can be used with- in thirty minutes . Clean mixer between batches . b . Workmanship : Finish surfaces shall be true within 1 /8" in 5 feet , plumb , level and square . C. Interior Plaster Finish Coat: Do not apply over bone dry base . Dampen surface if required . Trowel to smooth , even finish . Moist cure Portland cement plaster 3 days . 8. CLEANING AND PATCHING a . Droppings : Remove droppings and splashes immediately from concrete or other finish surfaces after the application of each coat. b . Cleaning : Upon completion of plastering , clean exposed surfaces of other materials and leave ready for paint or other finish . C . Repair: Patch after completion of all other work except painting . Point around trim and other work. Cut out and repair cracked and damaged plaster to match existing and finish flush and smooth . Fill cracks in Portland cement plaster. 9 . CLEAN-UP Upon completion of the work , remove from the site all materials , tools , equipment , and debris resulting from the work under this section . Huntington Central Park Ceramic Tile Huntington Beach , California 9B - 1 SECTION 9B CERAMIC TILE 1 . WORK INCLUDED Provide all labor, material , and equipment required to complete the work shown on the drawings and specified herein , including but not limited to the following : a . Tile walls . b . Mortar setting beds . 2 . RELATED WORK Toilet Room Accessories - Section IOC . 3 . GENERAL REQUIREMENTS a . Samples : Submit , in the manner specified under Section 1D, samples of each type and color of tile marked with manu- facturer ' s name . b . Certificates : Submit master grade certificate , signed by manufacturer and Contractor, certifying grade, type and quantity of tile before start of tile work . C . Delivery : Deliver materials in manufacturer' s brand-marked original unbroken , grade-sealed packages . d . Protection : Protect materials from deterioration until in- stallation . 4 . MATERIALS a . Ceramic Tile : SS-T-308b and Standard Practice Recommendation R61 , standard grade , dust pressed . Unglazed Ceramic Mosaics : 1 " x 1 " , square edge , and trim shapes , Granitex V1239 Desert Brown , pattern as selected by Architect. b . Sealant : TT-SO030 one component silicone or polyurethane compound . C . Metal Lath : Self furing . d . Portland Cement : ASTM C 150 , Type 1 . e . Waterproofing Admixture : Aqueous emulsion with accelerator and viscous oetro eum oil base . Huntington Central Park Ceramic Tile Huntington Beach , California 9B _ 2 f. Hydrated Lime : ASTM C 206 or 207 , Type S . g . Sand : ASTM C 144 . h . Water: Potable . i . Grout: Natural gray color at mosaics , Portland cement and sand mixed with latex additive conforming to CTI 64-3 test. j . Latex Additive : Latex emulsion for grout. U. S. Rubber "Laticrete" , C . E . Kaiser "Styrocrete " , or equal . 5 . PREPARATION OF SURFACES a . Leveling Coat : Apply if surface to receive mortar setting bed varies more than 1 /4 " ( for vertical surfaces ) . b . Protection : During placing of subsequent work , cover with dry sheet secured with spots of adhesive . 6 . INSTALLATION OF TILE IN PORTLAND CEMENT MORTAR SETTING BED a . Standard : Installation shall conform to ANSI 108. 2 . b . Traffic : Close area in which tile is being set to traffic during installation and for at least 48 hours after comple- tion of tile work . C . Pattern : Joints shall be straight , horizontal and vertical for wall tile . Use standard trim shapes as shown in the drawings . d . Fitting : Cut and drill tile and trim accurately . Rub ex- posed edges smooth with abrasive stone . Fit closely at all intersections , outlets , fittings and accessories . e . Expansion Joints : Keep tile 1 /4" from door frames , recessed fixtures , and accessories . Fill joints with sealant. Keep joints clear until sealant is applied . f. Cleaning : Sponge and wash tile with water after grout has stiffened . Rub with damp cloths . Polish with clean , dry cloth . g . Clean-up : Upon completion of the tile work , remove all ee—em�s , materials , and tools from the site and leave the location broom clean . Huntington Central Park Painting .,Huntington Beach , California 9C 1 SECTION 9C PAINTING Requirements of the General Conditions and Division 1 of these specifications apply to work of this Section. 1 . WORK INCLUDED Provide all labor, material , and equipment required to complete the Painting and Finishing work shown on the drawings and spe- cified herein , including but not limited to the following: a. Interior finishes for all exposed surfaces . b . Exterior finishes for all exposed surfaces , buildings , hand- rails , irrigation equipment as specified, lights , standards , electrical equipment , picnic tables , bollards . 2 . RELATED WORK a . Removal of hardware and fittings prior to painting. b . Surfaces not to be finished : ( 1 ) Concrete slabs . (2 ) Prefinished surfaces . 3 . GENERAL REQUIREMENTS a . List of Materials : Submit, in the manner specified under Section 1D, a complete list of all proposed materials , iden- tified by manufacturer, product name , catalog number, com- position , gloss , recommended usage, and method of applica- tions together with list of surfaces to receive various finishes . b . Samples : Submit , in the manner specified under Section 10, 8" x 11 " samples of each complete finish , prepared with materials from approved list. Architect will furnish color and gloss samples for each complete finish . Samples shall conform to both color and gloss specified. ( 1 ) Pigmented Finish : Leave 1 " strips along one edge show- ing each undercoat . (2 ) Transparent Finish : Submit on lumber and plywood of same species and grade as surface to receive finish . Leave 1 " strips along one edge showing untreated wood and each undercoat. Huntington Central Park Painting Huntington Beach , California 9C - 2 c . Trial Patches : After approval of samples , apply trial patches of finish to building surfaces as directed and make color and gloss adjustments as required. d . Record Samples : Prepare 8" x 11 " record samples of pigmented finishes as finally approved. Submit in the manner speci - fied under Section 1D. e . Finish Records : Maintain an accurate record of finish and color applied to each surface and location , identified by product name , catalog number, type , and manufacturer. f. Wet Sam les : Deliver to the Owner, prior to final inspection , one set o record samples and finish records , together with a 1 pint labeled sample of each finish applied, identified by color, brand , and composition . g. Mock-Up Room: Finish all surfaces of one room for approval as directed to establish quality of material and standard of workmanship for the work under this section . h . Work of Other Trades : Examine drawings and specifications or painting wor y other trades . Notify Architect in writ- ing of any conflicts , errors , omissions or impractical require- ments before start of painting work . i . Coordination : Notify other trades of materials to be used for shop-priming . j . Hardware , Fixtures , Equipment : Switch and receptacle plates , surface-mounted lighting fixtures , escutcheons and plates , surface-mounted equipment , free-standing equipment blocking access to painted surfaces , grilles and louvers at ducts opening into finished spaces , and other items as required shall be removed from surfaces to be painted and reinstalled after completion of painting work . k . Inspection of Surfaces : Inspect surfaces for readiness to receive specie finish . Notify Architect in writing of any conditions detrimental to the work. Start of work shall indicate acceptance of surfaces . 1 . Protection : Protect the work of other trades against damage y the work under this section . Mask adjacent surfaces and place drop cloths below surfaces to receive sprayed-on finish . M. Approval : Each stage of the work shall be approved by the Architect . Do not proceed with successive stages of the work until Architect ' s approval has been obtained. n . Barricades and "Wet Paint" Signs : Maintain during the course of the work . Huntington Central Park Painting Huntington Beach , California 9C - 3 4 . GENERAL REQUIREMENTS FOR MATERIALS a . Delivery : Materials shall be delivered in manufacturer 's original , unopened , labeled containers . b . Paint Systems : Primers , intermediate and finish coats , thinners and pigments for each paint system shall be the product of one manufacturer. C . Factory Mixing : Finish materials shall be factory-mixed to color , gloss , and consistency required for application. 5 . MANUFACTURERS Paint materials not otherwise specified shall be the top line of one of the following manufacturers : Benton Paint Co . , San Diego Pittsburg Paint Co . Dunn-Edwards Corp . Pratt & Lambert, Inc . Glidden Co . Sherwin Williams National Lead Co . Sinclair Paint Co . Super Concrete Emulsions 6 . MATERIALS a . Vinyl Wash Pretreatment: MILP 15328. For galvanized metal . Two package material . b . Metal Primers ( 1 ) Zinc-Dust - Zinc-Oxide Primer: TT-P-641 . For gal - vanized meta -. ( 2 ) Red Strontium Chromate Primer: For ferrous metal . c . Paints : ( 1 ) Acrylic Latex , Int . : TT-P-19 , 100% solids . (2 ) Alkyd Enamel , Int. & Ext. : TT-P-489 . d . Wood Finishing Materials : ( 1 ) Lacquer : Sanding sealer and water clear satin flat __ acquer. (2 ) Varnish - Interior: TT-P-540 , polyurethane resin , oil -modified , low luster. McCluskey , Ameritone 109 , or Super Satin Wood Rez . (3 ) Sealer: Clear penetrating alkyd resin , Rez , Olympic, Cabots or equal . Huntington Central Park Painting Huntington Beach , California 9C - 4 7 . WORKMANSHIP a . General : Materials shall be applied in accordance with manufacturer ' s instructions . Mask adjoining surfaces as re- quired . Cut to meet true line at changes in paint color. Sand between coats of enamel . Steel wool between coats of transparent finish . b . Surfaces : Apply finishes only to clean , dry, properly pre- pared surfaces . Touch up all suction spots in first coat of finish before applying next coat . C . Number of coats specified is a minimum. Apply finish in a wor man a manner. Recoat within time recommended by paint manufacturer. d . Inspection : Painter shall inspect surfaces and call any unsatisfactory conditions to attention of Architect before proceeding with the work . 8 . PREPARATION OF SURFACES TO BE FINISHED a . Cement Plaster: Fill cracks , holes and other imperfections with latex-modified Portland cement mortar. Match texture of adjacent surfaces . b . Gypsum Plaster: Touch up with shellac , spackle, or patching plaster. Sand smooth . C. Metal Surfaces : ( 1 ) General : Solvent clean and degrease all metal sur- faces before applying finish , including galvanized metal . ( 2 ) Uncoated Surfaces : Remove all foreign matter with ro- tary brushes , steel wool , or sandblasting as required to clean surfaces . Prime within time recommended by paint manufacturer. (3 ) Shop-Coated Metal : Repair damaged finish with same materials as use for shop coat . Allow to harden and sand . Omit prime coat on shop-primed surfaces . ( 4 ) Galvanized Surfaces : Pretreat with vinyl wash primer or phosphoric metal etch . Apply paint primer as soon as pretreatment has dried . Recoat within time recom- mended by paint manufacturer. Omit pretreatment at Portland cement paint. d . Woodwork : ( 1 ) Transparent Finish : Fill holes and cracks with tinted filler. Huntington Central Park Painting Huntington Beach , California 9C - 5 ( 2 ) Backpai-n---tines� Backpaint surfaces of trim and casework which will 6e concealed when installed. For pigmented finish use same primer as on exposed surfaces . On transparent finish use clear sealer, shellac, or var- nish . 9 . EXTERIOR FINISH SYSTEMS a. Metal Surfaces : 1 Coat - Primer 2' Coats- Alkyd Enamel b . Wood Surfaces : 2 Coats - Sealer 10 . INTERIOR FINISH SYSTEMS a . Gypsum Plaster & Cement Plaster: 1 Coat - Primer-Sealer; 2 Coats - Acrylic Latex . b. Woodwork : ( 1 ) Transparent Finish : 1 Coat Lacquer, 2 Coats Varnish . (2 ) Casework Interiors : 1 Coat Lacquer. c . Metal : 1 Coat Primer, 2 Coats Alkyd Enamel . d . Ducts in Occu ied Areas : Paint to extent visible behind diffusers , grilles , registers , etc . 1 Coat Primer 1 Coat Flat Finish - Black ( alkyd enamel ) 11 . GUARANTEE Submit , in the manner specified under Section 1D, for a period of two (2 ) years from date of final acceptance of the work, for all work under this Section . 12 . CLEAN-UP Upon completion of work , remove from site all materials , tools , equipment , and debris resulting from work under this Section . Huntington Central Park Resilient Flooring Huntington Beach , California 9D - 1 SECTION 9D RESILIENT FLOORING Requirements of the General Conditions and Division 1 of these specifications apply to work of this Section . 1 . WORK INCLUDED Provide all labor , material and equipment required to complete the Resilient Flooring work shown on the drawings and specified herein , including but not limited to the following: Topset Rubber Base , including Topset Base at Casework. 2 . GENERAL REQUIREMENTS a. Samples : Submit samples , in the manner specified under Section 1D, of base in 12 " length . b . Sequence of work and details of operation shall be accord- ing to direction of manufacturer. 3. MATERIALS Rubber Cove Base : 4" high , topset, with preformed internal and external corners and end stops , color as selected by Architect; by Burke , Ruberaid or approved equal . 4. CLEAN-UP : Upon completion of the work, remove from the site all materials , equipment and debris resulting from work under this section . Huntington Central Park Finish Hardware Huntington Beach , Cal7ifornia 10A - 1 SECTION 10A FINISH HARDWARE Requirements of the General Conditions and Division 1 of these specifications apply to work of this Section . 1 . WORK INCLUDED Provide all labor, materials , and equipment required to complete the finish hardware indicated on the drawings and specified herein , including but not limited to : a . Door hardware . b . Thresholds . C . Fastening devices . d . Templates . 2 . RELATED WORK Furnish all finish hardware required to complete the work . a . Folding doors - Section 6A. b . Millwork and Finish Carpentry - Section 6A. c . Toilet Room accessories - Section IOC . 3. GENERAL REQUIREMENTS a . Hardware Schedule : Submit in the manner specified under Section ID 4 copies of a completely detailed list including quantities , materials , finish , manufacturer' s number, and locations . b . Catalog Data : Submit one copy of cuts , description , and numbers marked for each item to be furnished . C . Supervision : A qualified member of the American Society of Hardware Consultants shall compile the hardware list, shall bring all errors or omissions to the attention of the Archi - tect , and shall supervise the delivery of materials into the proper channels . d . Templates : Hardware to be applied to metal doors and frames shall be made to template . Furnish templates to other trades for installation and preparation for installation of hardware . Huntington Central Park Finish Hardware Huntington Beach, California 10A - 2 e . Packa in : Wrap items for each opening or classification separate y in one package clearly marked with contents , hardware schedule reference, and intended location . f. Delivery : Deliver hardware to the site and to other trades responsible for factory installation , as directed. g . Samples : Submit , in the manner specified under Section 1D, individual samples of items requested by Architect . 4 . KEYS AND KEYING a . Keying Instructions : The owner will assign keying by door number and will provide instruction forms for keying. b . Keying : Establish grandmaster key system for this project to conform with City system. 5 . FINISHES a . Closers : Spray exposed surfaces of door closers to match oT or hardware. Furnish bronze sex bolts to match door, not hardware . b . Finish Symbols : National Bureau of Standards Designations : US26D Dull chrome US28 Anodized aluminum US32D Dull stainless steel (SS-4) SBL Silver bronze lacquer 6 . APPROVED MANUFACTURERS Catalog numbers and identification symbols which appear on the hardware schedule are taken from the catalogs of the following manufacturers : Mfr. I . D. Manufacturer Category D Dor-O-Matic Floor closers and thresholds G Grant Folding door hardware M McKinney Butts R Russwin Door closers R Russwin Locks , Latchs and Trim BW Builders Brass Thresholds VD Von Duprin Panic devices 7 . MATERIALS a . Fasteners : Screws , bolts , expansion shields , and other de- vices required for installation in finish to match hardware . b . Locksets and Latches : Cylindrical type locks , heavy duty Huntington Central Park Finish Hardware Huntington Beach , California 10A - 3 with six pin cylinders , 5 " lockset , in lieu of 3-3/4" . c . Trim: Russwin Hadco , Corbin 835 Richman , Schlage X Magnolia . d . Closers : Size as recommended by manufacturer for each size and location of door. 8. SCHEDULE OF HARDWARE GROUPS a . General : The manufacturer ' s number listed below shall serve as a program guide only to the type of hardware required . b . Door Schedule : The hardware group to be supplied for each opening is indicated on the drawings . Hardware Group 1 2 Floor Hinges 2500 1050 BC and HO D 26D 2 Inter Pivots 019 AM D 26D 1 Set Panic Hardware 55DT x 55NL VC 32D 1 Cylinder 1290 R 26D 1 Threshold 3151 -1 /2 x 3150 BW 28 Hardware Group 2 1 -1 /2 pr. Butts TA2714 4-1 /2 x 4-1 /2 M 26D 1 Lockset 440 3-3/4" BS R 32D 1 Closer 281OH-3 SNB R SBL 1 Stop 9079X BW 26D 1 Threshold 400 inswing BW 28 Hardware Group 3 2 pr. Butts TA2714 4-1 /2 x 4-1 /2 M 26D 1 Lockset 440 3-3/4" BS R 32D 1 Closer 281OH-3 SNB R SBL 1 Stop 9079X BW 26D 1 Threshold 3151 outswing BW 28 Hardware Group 4 1 set Folding door hardware 2624 9 ' -0 G 2 P u I 1 s 4901 -1 " BW 32D 2 Cylinders 1290 R 26D c . Approval of Schedule : Architect ' s approval of Hardware Sche- dule will be limited to program only . The Contractor shall be responsible for proper detailing . d . Guarantee : Submit , in the manner specified under Section 1D, for a period of one ( 1 ) year and for the extended period spe- cified by manufacturers for certain items of hardware . Huntington Central Park Toilet Partitions Huntington Beach , California 10B - 1 SECTION 10B TOILET PARTITIONS 1 . WORK INCLUDED Provide all labor, materials , and equipment required to complete the toilet partition work shown on the drawings and specified herein , including but not limited to the following : a. Toilet compartments . b . Installation of accessories furnished under other sections . 2 . GENERAL REQUIREMENTS a . Shop Drawings : Submit in the manner specified under Section 10. b . Samples : Submit , in the manner specified under Section 1D, samples showing construction , hardware , and finish color. C . Cooperate with other trades whose work attaches to or affects the installation of this work. Install accessories furnished under other sections . 3. MATERIALS a . Partitions : Floor mounted , with flush welded corners , 'acryl - ic baked enamel finish , color as selected by Architect . "Academy" by Sanymetal , "Sentinel " by Mills , or equal . b . Hardware : ( 1 ) Hinges : Spring controlled , gravity type , recessed and concealed , self lubricating , US 26D finish . (2 ) Bumper: Chrome plated, US 26D finish . (3) Latch : Concealed , with stop , keeper, stainless steel boles and escutcheon plates , chrome , US 26D finish . Sanymetal No . 8800 or equal . (4) Pilaster Trim : Stainless steel , US 32D Finish . ( 5 ) Brackets : Anodized aluminum, US 28 finish . 4 . CONSTRUCTION AND FINISH a . Standard : Partitions and screens shall meet manufacturer' s printed specifications for these units . Huntington Central Park Toilet Partitions Huntington Beach , California 10B - 2 b . Certificate : Submit a certificate stating that construction and finis of partitions conform to manufacturer' s printed specifications . 5 . INSTALLATION a . Supervision : Install in strict accordance with manufactur- er ' s recommendations . b . General : Erect doors , pilasters , and panels straight , plumb and true , with horizontal lines level , and fit rigidly to walls . 6 . CLEAN-UP Upon completion of the work , remove from the site all materials , equipment , and debris resulting from the work under this section . Huntington Central Park Toilet Room Accessories Huntington Beach , California 10C - 1 SECTION IOC TOILET ROOM ACCESSORIES 1 . WORK INCLUDED Provide all labor , material , and equipment required to complete the Toilet Room Accessory work shown on the drawings and spe- cified herein . 2 . GENERAL REQUIREMENTS a . Shop and Setting Drawings : Submit , in the manner specified under Section 10, including details of construction and in- stallation . b . Catalog Cuts : Submit catalog cuts for every item specified, in the manner specified under Section 1D. C . Coordinate with other trades for location of backing re- quired for installation of accessories . d . Toilet Paper Dispensers and Grab Bars : Furnish to manufac- turer of toilet partitions for installation. 3. MATERIALS a . Toilet Tissue Dispenser: Stainless steel No . 4 satin finish, 62 Accessory pecia ty . One for each toilet compartment. b . Robe Hooks : Chrome plated brass , #745-Double Robe Hook, Accessory Specialty. C . Soap Dispenser: Chrome plated steel , satin finish , surface mounted , #337 Accessory Specialty. One for each lavatory . d . Paper Towel Dispenser: Stainless steel , type 304L , No . 4 satin finish , #230 Accessory Specialty , C-fold. e . Waste Paper Receptacle : Stainless steel , type 304L , No . 4 satin finish , #828 Accessory Specialty, surface mounted, with concealed hanger of cadium plated steel . f. Mirror ( required for Nature Building 1C only) ; Stainless steel , No . 4 satin finish frame , #655 SAF-LOK with shelf, 16 x 20 size , Accessory Specialty . Complete unit with backing. Mirror shall be 1 /4" thick polished tempered glass construction manufactured to Accessory Specialty Specifications . Install in location indicated on drawings . Huntington Central Park Toilet Room Accessories Huntington Beach , California IOC - 2 g . Sanitary Napkin Dispenser and Disposal Units : Stainless steel , type 304L , No . 4 satin finish , #868 Accessory Spe- cialty, surface dual napkin-tampon dispenser. #852 Accessory Specialty surface mounted napkin disposal . h . Grab Bars : Install 2 bars in one toilet compartment each , men and women as indicated on drawings . Stainless steel , type 304L , 18-8 alloy, No . 110K Series Shur-grip 1 -1 /4" o . d. Anchoring devices shall be by Accessory Specialty, type 02 through wall installation and type 02-MP for metal parti - tions , stainless steel , No . 4 satin finish. 4. CLEAN-UP Upon completion of the work , remove from the site all materials , equipment , and debris resulting from the work under this section . Huntington Central Park Miscellaneous Specialties Huntington Beach , California 10D - 1 SECTION lOD MISCELLANEOUS SPECIALTIES Requirements of the General Conditions and Division 1 of these specifications apply to work of this Section . 1 . WORK INCLUDED Provide all labor, materials , and equipment required to complete the work indicated on the drawings and specified herein , includ- ing but not necessarily limited to the following: a . Sign plaques . b . Fire extinguisher. 2 . GENERAL REQUIREMENTS a . Shop and Installation Drawings : Submit , in the manner spe- cified under Section 1D, including details of construction and attachment for each item. b . Samples : Submit , in the manner specified under Section IA, samples of each type , finish , and color of material . c . Templates : Provide as required for proper installation of every item. 3. MATERIALS a . Sign Plaques : Vromar Products , Inc . ES100 Series Identifica- tio' n Plaque in aluminum frame anodized black surrounding a 100 series square-cornered plaque : ES101 /Type 18, black plaque color with white letters (men , women ) . Mount mecha- nically on centerline of door at +5 ' -6 " . b . Fire Extinguishers : J . L . Industries , Cosmic A, Model 10A Try-chemical guisher, aluminum shell , with surface mounted acrylic cabinet, Prinz No. 999 , trimless . 4 . CLEAN-UP Upon completion of the work , remove from the site all debris , materials , tools , and equipment resulting from the work under this section . Huntington Central Park Plumbing Huntington Beach , California 15A - 1 SECTION 15A PLUMBING 1 . SCOPE : a. The work covered by this section consists of furnish- ing all labor, materials , equipment, fixtures , and performing all operations required for complete and operable plumbing systems as indicated on the draw- ings and as specified herein . The GENERAL CONDITIONS bound herewith are a part of this section of the specifications to the same force and effect as if wholly embodied herein . b . "These drawings and specifications do not include necessary components for construction safety. 2. GENERAL REQUIREMENTS : a . Conformation to requirements of local and/or State Codes and/or ordinances including the City Building Codes , State and City Health Department Ordinances , State of California Industrial Accident Commission safety orders and regulations of the State Fire Marshal , and the California Administrative Code . b. Apply and pay for all permits , fees , inspections , examinations and tests required by any legally constituted public authorities . C. Submission of six (6) brochures containing material lists , certified manufacturer ' s drawings , performance data, rough-in dimensions and cuts of all equipment and fixtures within thirty five (35) days after contract is signed . Submittals shall be in a neat brochure form and shall contain a complete list, in index form , of the manufacturer's names , cuts of equip- ment, performance data , catalogue numbers and trade names as required to properly identify the materials and equipment to be furnished under these specifications . Use tabbed separator sheets in brochures . Each item shall be properly identified by reference to item number or paragraphs in the specifications . Any deviation from item as specified shall be clearly indicated on the submittal and noted as such . Failure of the Contractor to comply with the above will evidence that item as specified will be furnished. d . For any equipment or materials indicated but not described as to model or quality , obtain information Huntington Central Park Plumbing Huntington Beach , California 15A - 2 from Architect prior to bidding . Failure to do so will not relieve Contractor from furnishing items of the quality desired by Architect before final acceptance, and at no additional cost to Owner. e . Follow manufacturer 's directions of articles furnished in addition to directions shown on the drawings or specified herein . f. The terms "install " or "provide" mean "furnish and install " . g . Equivalent equi ment: This section of the speci- fication specifies certain equipment in detail . It also names equivalent equipment which is not considered to be a "Substitution" . However, submit the equiva- lent equipment named herein to the Architect for review as per the General Requirements sub-section of this section of the specifications . Equivalent equipment, if named herein, will be considered equi - valent if it is equivarent quality , capacity and is fully equipped as the unit specified in detail ; if the unit fits the space allotted; and if the unit has a physical configuration and weight similar to the unit specified in detail . h . Use of the mandatory word "shall " has been dispensed with in the majority of the preceding and follow- ing paragraphs . This , together with the abbreviated sentence construction is solely for the purpose of brevity . All parties shall interpret the provisions and requirements of the specifications as mandatory, unless otherwise expressly and particularly stipulated . 3. MATERIALS: Use only new materials , and unless prefabricated, deliver to the site in standard sizes . Use the standard product of one manufacturer for each article of its type. Comply with the minimum standards for plumbing materials as outlined in Table A, Section 201 , 1970 edition of the Uniform Plumbing Code except as herein specified to be above these standards . Materials and workmanship not otherwise specified are to conform to the latest applic- able Federal , N . F. P .A. , A.S .M.E . , A.S .T .M. , N . E .M.A. , or A. G.A. , A.S .A. specifications . 4. PIPE AND FITTINGS : a . Soil , waste and vent piping to 5 feet outside of buildings , service weight cast iron soil pipe and fittings , coated inside and out and shall be labeled with the g mark of quality and permanence as illus- trated in Commercial Standard CS-188. At Contractor' s option , piping 2-1 /2 inches and smaller if kept 6 inches or more above ground, may be galvanized steel Huntington Central Park Plumbing Huntington Beach , California 15A - 3 pipe with black coated cast iron screwed drainage fittings , except use galvanized drainage fittings where run exposed . At Contractor 's option use type "DWV" hard drawn copper vents and fittings . b . Roof drainage and downspout piping , galvanized steel pipe with galvanized , banded, malleable iron screwed fittings above ground, standard weight cast iron soil pipe and fittings below ground . C . Water piping , seamless hard drawn copper tubing, ASTM B88, Type "V below ground, Type "L" above ground, with wrought copper ASA B16 .22 , or cast bronze ASA B16 . 18 cast solder fittings Class 150 . d . Water piping exposed serving plumbing fixtures , (except pipe noted to be run exposed .in utility areas) , I .P .S . chrome plated yellow brass pipe with polished chrome plated 125# screwed brass fittings . e . Dielectric Isolators : Where dissimilar materials come in contact , isolate with Central Plastics Distrib- uting Co. , 150 lb . Cadmium Plated Insulating Unions for connecting non-compatible pipe and/or valves to pipe, other than brass valves connected to steel pipe . 5 . INSTALLATION OF PIPE AND FITTINGS: a . Construct pipe lines of full length sections of pipe specified . Short sections allowed only when run requires less than one full length of pipe . Fabricate short sections from dimensions taken at site . b . Install pipe straight and true . Do not spring or force piping into place . Install piping in such a manner as to prevent any undue strain on equip- ment . Install pipe runs and connections to insure unrestricted flow , eliminate air pockets and unusual noise, and allow for drainage of system. C . Make up joints with inside smooth and unobstructed . Thoroughly ream cut pipe ends to remove all burrs . Inspect pipe and fittings and remove obstructions prior to fabrication . Make screwed joints tight with tongs and wrenches . Re-make leaky connections with new materials . The use of thread cement or caulking to make joints tight is prohibited. d . Conceal piping in finished portions of building except where otherwise noted, or otherwise directed by Architect or Engineer . Piping to clear structural members Huntington Central Park Plumbing Huntington Beach , California 15A - 4 and obstructions even if drawings do not so indicate . Constantly check the work of the other trades to prevent interference, at elevated building run soil lines between joists . e . Make plated, polished or enameled connections with special care . Allow no tool marks or threads to show. Support with neat plated, polished or enameled hangers with round head screws of same material and finish to match item being supported. f. Make pipe size reductions with reducing fittings . Bushings will not be allowed unless specifically authorized by the Engineer . Close nipples are not allowed . g . Rough-in as rapidly as the general construction will permit, and test before lathing, plastering or other finish work is started . Accurately rough-in and fit work to available space. Cap or plug the ends and openings in pipe and fittings immediately after installation and until fixtures are installed and/or final connections are made. h . Provide an air chamber at each valved water outlet or fixture supply for fixtures with manual valves . Air chamber shall be 18 inches long and one pipe size larger than supply to outlet. For a battery of fixtures , one air chamber 30 inches long and the full size of the header, but not less than 1 inch may be installed in lieu of individual air chambers . i . Install water hammer arrestors on supply line to fixtures with self-closing , automatic or flushometer valves . Arrestors shall be as close as possible to individual fixtures and on the end of the header for a battery of fixtures . Arrestors shall be instal - led in the wall or furring, whenever possible, behind an access plate large enough to permit removal of the arrestor. Sizes as shown on the drawings or as specified hereinafter. Sizes and Model Nos . are J . R. Smith; equivalent arrestors by Josam, Wade or Zurn are acceptable . j . Cover underground metal piping 24 inches unless other- wise indicated . k. Install horizontal sanitary and drainage piping to a uniform grade of 1 /4 inch per foot unless other- wise indicated or directed by the Engineer. Where inverts are indicated on drawings , lay pipe accu- rately to that grade . Grade vent piping for proper ventilation and drainage in accordance with code Huntington Central Park Plumbing Huntington Beach , California 15A - 5 requirements . GTan vents where possible in order to maintain minimum penetration o 1 . Thoroughly flush all water piping at least twice before sterilization as specified herein. 6 . ROUGHING-IN FOR FIXTURES : a . Rough-in for all fixtures and/or equipment shown on any drawings , including the architectural drawings , which forms a part of the contract documents . This shall include all fixtures and equipment shown and/or noted as N . I .C. (not in contract) or as U .O .S . (furnished under another section of the specifications) . Stub out all piping to the exact location of the fixtures and set symmetrical with the fixture . Stub out for fixture supply pipes with drop ear fittings secured to stud or backing plate . Stub out two pipe diameters and terminate with pipe cap . When lines are indicated as capped or plugged at floor level , plug flush with the finished floor. b . On copper systems connecting nipples for fixture rough-in , red brass or bronze . Steel nipples are not acceptable . C . Individual branches to fixtures : FIXTURE WATER TRAP AND SOIL OR COLD HOT CONNECTIONS WASTE VENT Water Closets : Flush Valve 1 " - 4" 4" 2" Urinal , Wall Hung Flush Valve 3/4" - 2" 2" 1 -1 /2" Lavatories 1 /2" 1 /2" 1 -1 /4" x 1 -1 /2" 2" 1 -1/2" Sinks , 1 /2" 1 /2" 1 -1 /2" x 1 -1 /2" 2" 1 -1 /2" Sinks , Service 1 /2" 1 /2" 3" 3" 2" Floor Drains - - 211/3" 211/3" 2" Floor Sinks - - 2"/3" 211/3" 2" Huntington Central Park Plumbing Huntington Beach , California 15A - 6 7 . UNIONS : a. Unions - for copper tubing : Nibco #733 . 8 . INSTALLATION OF UNIONS , GASKETS , AND STRAINERS : a . Install a union on one side of shut-off valves , including on building side of underground house valves , at both sides of automatic valves , at equipment con- nection and elsewhere as indicated or required. Install unions in accessible locations . 9 . PIPE JOINTS : a. Dual -Tite double sealing neoprene gaskets for hub and plain end cast iron soil pipe below ground. b . Neoprene sealing sleeve and stainless steel shield and clamp assembly for No-Hub cast iron soil pipe and fittings . Sleeve must be g mark of quality. Permitted only on piping above ground . C. Solder : 95-5 tin-antimony . 10 . INSTALLATION OF PIPE JOINTS : a . Mechanical joints shall be made in accordance with the manufacturer ' s recommendations . b . Clean pipe and fittings , apply flux and solder joints in accordance with manufacturer ' s directions . 11 . CLEANOUTS: a. Cleanouts on cast iron soil pipe , iron body with extra heavy bronze plugs screwed into caulking fer- rules . Cleanouts on steel pipe, extra heavy bronze plugs . Cleanouts on copper pipe, extra heavy bronze plugs . Cleanouts on vitrified clay pipe, vitrified clay pipe plugs and/or cast iron hub with iron body cleanout and extra heavy bronze plug . Where clean- outs occur in finished interior surfaces , smooth polished chromium plated . Exposed parts of floor cleanouts in finished rooms , non-slip polished nickel bronze . Floor cleanouts adjustable type . Where cleanouts occur in carpeted floor areas , run carpet over cleanout but install a permanent metal marker ( i . e . pin welded to cover, screw attached to cover) top of which should be approximately 1 /8" below finished surface of carpet. Locate exactly all such locations on As-Built drawings . Huntington Central Park Plumbing Huntington Beach , California 15A - 7 b . Exterior Cleanouts : ( 1 ) On cast iron pipe above ground, or in lawns or unpaved areas ; Smith #4425, Wade #W-8550- B or Zurn Fig . Z-1440-A in Brooks No . 3RT access box . ( 2) On steel pipe : Extra heavy bronze plugs . (3) Floor level type in rooms with concrete floor: Smith #4023 , Wade W-7030 or Zurn ZN 1400-3 12 . INSTALLATION OF CLEANOUTS: Install cleanouts where indicated on the drawings and as required by code regulations . Install in accessible locations with extensions to grade or to outside of buildings as indicated or required . Set cleanout covers flush with finished wall , floor or grade . Securely anchor by means of integral lugs and bolts . When surfacing materials such as asphalt tile is used , ascertain the thickness being used, and set cleanout top so that finished floor will be smooth . 13 . VALVES : Valves , unless otherwise specified or noted, are gate type . All valves of the same type to be of the same manufacturer. The valves listed below are approved : a . Solder joint type valves : ( 1 ) Gate valves : 150 pound, solder joint , bronze . Powell --------------No . 1842-S Nibco/Scott---------No . S-134 OIC-----------------No . 7170 ( 2) Globe valves : 150 pound, solder joint, bronze . Powell --------------No . 1823 Nibco/Scott---------No . S-235-B OIC-----------------No . 570 (3) Check valves : 150 pound, swing , Y-pattern . Powell --------------No . 1841 Nibco/Scott---------No . S-433-B OIC-----------------No . 170 14 . INSTALLATION OF VALVES : a. Provide shut-off valves where indicated on the draw- ings , and where required for adequate control of the system . 15 . PIPE HANGERS AND SUPPORTS : a . It shall be the responsibility of the Contractor to provide an adequate pipe suspension system in Huntington Central Park Plumbing Huntington Beach , California 15A - 8 accordance with recognized engineering practices , using, where possible , standard, commercially accepted pipe hangers and accessories . All pipe hangers and supports shall conform to the latest requirements of the ASA Code for Pressure Piping, B 31 . 1 . Where thermal movement in the pipe line will occur, the pipe hanger assembly must be capable of supporting the line in all operating conditions . b . Standard manufactured malleable iron or steel split ring hangers with adjustable length of pipe or rod for horizontal pipe and wrought iron or steel pipe clamps for vertical pipe. Hangers and supports , Fee & Mason , Grinnel , or equivalent hangers of the same type to be of the same manufacturer. C. Isolate all water lines from hangers and supports by means of Semco "Trisolators" or Potter-Roemer Co. "Pr-Isolators " of size required . Branch lines located in furred spaced serving plumbing may be isolated with hair felt if specifically approved in writing by the Engineer. d. The manner in which pipe is to be supported: ( 1 ) Unless otherwise indicated, hold horizontal pipe runs firmly in place by specified hangers . Install and support piping, except buried piping, so that they may expand or contract freely without strain to pipe or equipment . (2) Install horizontal water piping with beam clamps , concrete inserts , or 2-1 /2" x 2-1 /4" x 1 /4" angles from structural roof members , hangers or supports every 10 feet, except piping under 1 inch in diameter, support every 8 feet, and gas piping every 6 feet. (3) Install horizontal cast iron hub and spigot piping with hangers or supports for each length of pipe. 16. FLOOR, WALL AND CEILING PLATES : Floor, wall and ceiling pTates ,�ess of erwise speciTied hereinafter under plumbing fixtures , "Beaton Cadwell " #10 , or approved equal , steel flanged with locking device and polished chromium plated finish . Install floor, wall and ceiling plates at all points where pipes pierce finished surfaces . 17 . PIPE SLEEVES : a . Provide 20 gauge steel pipe sleeves for concrete walls and floors of sufficient size to permit the Huntington Central Park Plumbing Huntington Beach , California 15A - 9 covering of insulated pipes to pass through , and in no case having an inside diameter less than 1 inch larger than outside diameter of passing pipe, plus insulation . Make insulation , including any vapor barrier, continuous . Except as otherwise noted, cut sleeve ends flush with both surfaces , and caulk water tight. Galvanized steel telescoping type sleeves as manufactured by "Adjus-To-Crete" or "Paramount Mfg . " , or Sperzel polyethylene "Crete-sleeve" , may be used. Pipe sleeves installed under structures or where indicated on the drawings are to be terra cotta or fiber . Where caulking is required to prevent seepage, use steel pipe . 18. PIPE FLASHING : a . Flashing assemblies , Semco Fig . #1100-5 or 1100- 7 as required with vandal proof hood for vent pipes , and "Semco" Fig . #1100-4 for other pipes . 19 . INSULATING : a . Insulate hot water supply and return piping , except brass chrome plated piping and tempered water piping , unless otherwise notes on the drawings . Apply insulation after piping has been installed, tested and approved, and after pipes are in a dry, clean condition . Insula- tion for pipe, 3/4 inch thick CSG "Snap-On" pipe insulation with longitudinal seams firmly closed using copper clad or galvanized hoop staples applied 4 inches on centers ; or Owen-Corning Fiberglas 3/4 inch standard pipe insulation . b . Cover exposed pipe insulation with standard 4 ounce canvas jacket pasted in place and fastened with polished or lacquered 3/4 inch metal bands not over 18 inches apart. Install two bands at each elbow and valve and three bands at each tee . 20 . ACCESS BOXES AND PANELS : a. Access boxes for gas and water service valves , Brooks Concrete Works Model #1 -RT or #3RT with the words "Gas " or "Water" respectively cast in top of cover, or comparable box by Fraser Cement Products Co . b. Access panels in walls and ceilings , except as herein- after specified , Smith 4760 W/AK, Acorn 8211 -3 W/AK or Zurn 1460-4 W/AK of the size required or noted, but not less than 12" x 12" . Provide Allen wrench operating device set flush in face of door. Doors and frames prime coat finish . Huntington Central Park Plumbing Huntington Beach , California 15A - 10 C. Access panels in tile walls , Zurn Fig . Z-1460-2 Smith 4730 cover and frame chrome plated or stainless steel , size suitable for purpose intended with a minimum opening of 12"xl2" . d . Provide access boxes for valves located below finished grade . Top of operating handle of valve to be a maximum of 12 inches below grade . e . Provide access panels for valves located on concealed pipe runs . Provide access panels for concealed traps , air gaps or fittings requiring access . f. Set all access boxes and panels flush with finished surfaces in which installed . Remove door of panels during construction , or suitably protect otherwise. 21 . HOSE BIBBS : a . Provide loose key stops for all hose bibbs . b . Inside hose bibbs , Chicago No . 13LK, 1/2 inch with flange and hose end, chromium plated . C . Outside hose bibbs , Acorn No . 8120 , 3/4 inch with flange and hose end, rough nickled. 22 . STERILIZATION : a . Sterilize each unit of water supply and distribution system with chlorine before acceptance for operation . Contractor shall furnish shut-off valve and corporation stop or other means of 1njec— t g ch orine. b . Materials used are : ( 1 ) Liquid chlorine conforming to U .S . Army Specification #4-1 . (2) Hypochlorite conforming to Federal Specification C-B-441 -A and Amendment 2, Grade D. (3) The minimum dosage of chlorine to be 50 parts per million . C . The procedure to be followed: ( 1 ) Allow a contact period of not less than 8 hours , and then flush system with clean water until the residual content is not greater than 0 . 5 parts per million . Flush the entire system including all hose bibbs , fixture outlets , Huntington Central Park Plumbing Huntington Beach , California 15A - 11 dead ends , and other points where dead water tends to collect. Open and close all valves several times during contact period. d . Furnish two (2) copies of a certificated of perfor- mance of complete sterilization to the Architect before final inspection of the work . This shall be performed under the supervision of and certified by a Chemical Engineer registered in the State of California . 23 . SYSTEMS : Use general materials and methods of instal - ation as hereinbefore specified insofar as same are applicable to the work of the following systems . 24. SEWER SYSTEM : a . Consists of soil , waste and vent piping , and con- nections to plumbing fixtures throughout the buildings , and underground sewer piping outside of buildings to point of connection indicated . System includes waste piping and connections to miscellaneous equipment. b . Perform a hydrostatic test on system equal to not less than ten feet of water for a period of not less than 15 minutes . 25. ROOF DRAINAGE AND DOWNSPOUT SYSTEM : Consists of roof dra ns ,onspout piping as in'�icated and underground piping as indicated. Test hydrostatically and make tight under pressure equal to ten feet of water for a period of not less than 15 minutes . 26. COLD WATER SYSTEM : a. Consists of cold water piping and connections to plumbing fixtures , and hose bibbs , throughout the buildings , and piping underground to point of connection as indicated . Cover underground piping a minimum of 24 and 36 inches as hereinbefore specified. b . Test piping hydrostatically and make tight under 125 pounds per square inch pressure . 27 . DOMESTIC HOT WATER SYSTEM: a . Consists of water heaters , piping , and connections to plumbing fixtures , and to other miscellaneous items and N . I . C. equipment throughout the buildings . Huntington Central Park Plumbing Huntington Beach , California 15A - 12 b . Electric water heater, Appliance Building Co . Inc. , or National Electric Water Heater Co . , glass lined, automatic electric water heater, size and capacity as shown on the drawings ; complete with magnesium anode, thermostat and elements for voltages shown . Water heater shall be U .L . listed and ap roved and shall have High Temp . (electrical energy shut off. C. Install pressure relief valves and temperature relief valves and/or combination temperature and pressure relief valves at all water heater installations . Pressure relief valves to be A.S .M. E . labeled and rated with capacity in B .T.U . not less than that of the water heater, set to relieve at not more than 50 psi above water supply pressure and not more than the working pressure on the tank . Temperature relief valves to be A .G .A . labeled and rated for capacity of heater in which installed. Combination type relief valves to be rated and labeled the same as for individual pressure and temperature relief valves . d . Test water piping hydrostatically and make tight under 125 pounds per square inch pressure. 28 . ELECTRICAL SYSTEM : a . All motors and power driven equipment required and connected with the work of this section of the Speci - fications are to be furnished and installed under this section . The Electrical Section of the Specifi - cations indicate and specify conduit, conductors , outlets , disconnect switches , starters except as hereinafter specified , and the making of final connections . 29 . ADJUSTMENT AND OPERATION : Prior to the acceptance of this work , ac—j'ust and operate all plumbing systems to the satisfaction of the Architect. 30. TESTS : Nothing in these specifications shall be construed to permit deviation from the test requirements of any legally constituted authority . Where tests as specified hereinbefore are at variance with test requirements of any legally constituted authority , Contractor may , with the approval of the authority concerned, perform which- ever test is more restrictive, but in no case shall test be less than as specified herein . No system shall at any time be tested at more than 10% above the requirements of tests as specified hereinbefore. 31 . CLEAN-UP : Thoroughly clean all materials , equipment, fixtures an - ap fiances . Clean and prepare all surfaces to be painted . Clean the entire premises of unused material , debris , spots , and marks to the satisfaction of the Archi - Huntington Central Park Plumbing Huntington Beach , California 15A - 13 tect . Remove, thoroughly clean and replace all fluid strainers after the system has been in operation thirty (30) days . 32 . GUARANTEE : All materials and equipment provided and/or ins a e under this s ecification shall be guaranteed for a period of one ( 1 � year from the date of acceptance of the work by the Owner. Should any trouble develop during this period due to defective materials or faulty workmanship , the Contractor shall furnish all necessary labor and materials to correct the trouble without any cost to the Owner. Any defective materials or inferior workmanship noticed at time of installation and/or during guarantee period shall be corrected immediately to the entire satisfaction of the Owner. 33 . PLUMBING FIXTURES AND ACCESSORIES : a . Within thirty five (35) days after the contract has been signed , and before installation of fixtures , submit six (6) portfolios to the Architect for approval with full description and cuts of fixtures . Portfolio to be indexed and cross referenced to match specifi - cations . b. Plumbing fixture trim and exposed supplies and wastes are to be brass with polished chromium plated finish unless otherwise specified . Provide individual loose key or screwdriver stops for all fixture supplies . Separately trap all wastes . Furnish chromium plated wall escutcheons with all exposed supplies and trap arms . Locate stops below fixtures or counter tops . C. Set floor mounted , water closets on slotted cast brass floor flanges . Make joint permanently gas and watertight by means of an impregnated felt setting gasket held in place with 5/16 inch solid brass bolts . Putty will not be permitted for this joint. d . Attach wall mounted water closets to combination adjustable wall closet fitting and carrier. e. Securely attach wall hung fixtures to a 3/8 inch x 6 inch wide steel plate . Steel plate to extend at least one stud beyond first and last mounting point. Drill and tap plate at time of installation of fixture or fixture hanger. Support fixture hanger with 1 /2" 0 threaded studs , jamb nuts , C . P . Acorn nuts and completely free of wall by means of a second set of jam nuts . Weld plate to each metal stud crossed by means of a continuous vertical fillet weld and same size as stud thickness . Secure plate to each wood stud crossed by securely bolting to each stud Huntington Central Park Plumbing Huntington Beach , California 15A - 14 crossed with two 1 /2 inch steel bolts , 4 inch center with 1 /8 inch minimum x 1 -1/2 inch steel back up plates . Notch studs to set plate flush with surface. - f. In the following specifications where reference is made to Standard Manufacturing Co . , it is understood to mean American Radiator and Standard Sanitary Corpora- tion , and that equivalent fixtures as manufactured by Crane Company or Kohler Company are acceptable if used throughout. Equivalent toilet seats by Beneke or Sperzel are acceptable. g. Install stainless steel Hudee Ring as required for all flat rim sinks and lavatories installed in counter tops . Provide abrasive washers under all single drilling deck mounted trim. h. Furnish fixtures : Water Closet - Item WCF: Standard Mfg . Co . "Madera" 221-2 . 0 6'� , 15" high , vitreous china; elongated bowl , 1 -1 /2 inch top spud, siphon jet, floor mounted water closet; Church 5333 .349 or Olsonite No . 10 cc open front white seat ; Sloan "Royal " No . 11040 flush valve with vacuum breaker and screwdriver stop; Smith #9230 or Zurn Fig . Z-2084 bronze floor flange. Water Closet - Item WK: ( 1 ) Furnish and install Acorn Dura-Ware No . 2101 or approved equal toilet with elongated bowl and re- cessed waste connection . Toilet seat shall be Acorn #1795 white fireproof solid plastic open front type with 4 polyethylene semi -recessed bum- pers , stainless steel hinge posts and self-sus- taining concealed check hinges with vandal -proof spring covers . Construction shall be all welded type 304 stainless steel without open voids , cre- vices or fillets will not be permitted. All ex- posed surfaces shall be polished to Acorn #4 satin finish . Toilet bowl , water chamber and wall flange shall be 14 gage , Flushing rim, "P" trap and trap enclosure shall be 16 gage . Provide concealed type 304 stainless steel bracing as required so that bowl will withstand 1000 pound vertical loading without damage to the fixture . Water surface shall be 5" below the top and cover a minimum of 11 x 15" area . Trap shall have 3-1 /4" seal and shall pass a 2-1 /2" ball . Flange shall be provided with three 1 " dia- meter holes for toilet fitting studs . Contractor shall provide Owner with one Acorn #1796 wrench for removing vandal -proof spring covers on toilet seat . Huntington Central Park Plumbing Huntington Beach , California 15A - 15 (2 ) Toilet waste shall be connected to Smith , Wade or Zurn toilet fitting, equivalent to Smith 300-V Series with vandal -proof fixture nuts and adjust-to- wall toilet connection . When installing in plaster walls or walls faced with tile , provide Smith M-14 tiling frame . Maximum fixture stud length shall be 12 " . When this length is exceeded, provide Smith M-40 face plate assembly. Use model as shown on contract drawings . (3) For Back Supply Toilet Only: Flush valves shall be Sloan 152 push botton type . Provide 12 x 12" Acorn 8211B-lCH flush valve box in tile walls . Both shall be type 304 stainless steel with Acorn #4 satin finish . Cover shall have 1 -1 /2" diameter center hole and shall be secured with Vandal -proof span-slot screws . Urinal - Item UR: Acorn No . '2126 , 14 gage stainless steel urinatewith back supply . Secure wall flange with 1 /4" stainless steel through bolts . Flush valve , Sloan #190 push button with access panel as specified for water closet. Lavatory - Item L : ( 1 ) Furnish and install Acorn Dura-Ware No . 1655-11 or approved equal lavatory with standard drain out- let . Faucet and filler-bubbler assembly shall be vandal -proof type and shall anchor the top of the fixture . All exposed parts shall be chrome plated . Valves shall be Acorn Auto-Cloz delayed automatic closing type with replaceable monel metal seat, a minimum of 2 : 1 operating leverage, and reversible union stops . Valves shall be factory preset for approximately 10 second flow at 45 psi and shall have external flow adjustment which shall be ad- justable for flows of 1 to 20 seconds at pressures up to 60 psi . Filler-bubbler shall be located in center of back splash . It shall have integral mouth guard , twin jet mound-building non-squirt stream, and flow control . Flow control shall be removable with- out disassembly of piping. All wearing parts in- cluding the seat shall be replaceable from the pipe chase . Construction shall be all welded type 304 stainless steel without open or soldered seams . All exposed surfaces shall be polished to Acorn #4 satin finish . Lavatory bowl , counter top and cabi - net shall be coated with sound-deadening fireproof insulation . Lavatory bowl shall be oval type 14-1 /2 x 9-1 /2 x 5" deep with 1 -1 /2" NPT female waste out- let. Fixture shall be punched for and furnished Huntington Central Park Plumbing Huntington Beach , California 15A - 16 with specified trim. Back shall be provided with two 1 /2" tapped holes complete with required full thread studs , nuts and washers for securing to wall construction . Contractor shall provide manufacturer with wall thickness when it exceeds 6" . (2 ) Lavatory waste shall be extended through wall with 1 -1 /2" NPT red brass nipple . Furnish code approved "P" or running trap and connect to waste line . ( 3) Wall sleeving assembly shall be Acorn #1785-11 made of galvanized steel and adjustable for walls 4" through 7" thick . Verify rough-in dimensions with contract drawings . ( For 1660 series use figure number 1785-12 . ) Lavatory - Item LHC: Standard Mfg. Co . "Lucerne" 03 0. 32 vitreous china wall hung lavatory punched for and furnished with J . R. Smith or equal concealed carrier arm assemblies , size 20" x 18" with rear outlet, dish and open overflow. L . A. Pattern cast brass "P" trap, Speedway R 1712 AS supplies with loose key angle valve and I . P. male end , 2248 .045 combination lavatory supply and drain fitting with "Aquaseal " compression valves and 1 -1 /4 inch tailpiece. Sink - Item S : Elkay Mfg . Co . "Lustertone" LR 1918 size 19 inches x 18 inches , 18 gauge , 18-8 type 302 stainless steel self-rimmed single compartment sink with ledge back; LK-35 duo strainer with 1 -1 /2" tail - piece, L . A. Pattern cast brass "P" trap; Speedway R 1715 KS supplies with loose key angle valve; Chicago No . 1100 deck mounted double faucet with swing spout and softflo end . Service Sink - Item SS : Standard "Lakewell " 7692 .023 cast iron acid resisting enameled inside , painted outside, roll rim service sink with 8379.018 rim guard size 22 x 18 inches with plain back , wall hanger, 8301 .012 perforated grid strainer. 7798.176 cast iron enameled inside adjustable trap standard with cleanout plug and 3 inch I . P.S . outlet; 8344. 111 mounted double faucet with integral stops , vacuum breaker, mount faucet above back splash . Floor Drain - Item FD : Smith Fig . 2010-A, Zurn Fig . Z-415B , Wade W-1100 , or Josam 300 adjustable floor drain with 2 inch cast iron body, clamping collar and 5 inch round polished nickel -bronze strainer with square holes . Huntington Central Park Plumbing Huntington Beach , California 15A - 17 Floor Sink - Item FS: Smith #3155, Zurn Fig . Z- 324 or Josam P-72T00-1 indirect waste receptor 8" deep, acid resisting enameled inside , painted outside with integral anchoring lugs and large loose aluminum semidome strainer, polished nickel -bronze rim and top grate or 1/2 grate as required. Roof Drain - Item RD: Smith No . 1310 , Zurn Z-121 , Wade W-J7U0 orosam 4160 roof drain with cast iron body , removable cast iron mushroom dome strainer, flashing ring, and gravel stop, and underdeck clamp . Huntington Central Park HVAC Huntington Beach , California 15B - 1 SECTION 15B HEATING, VENTILATING, AIR CONDITIONING 1 . SCOPE : The work covered by this section consists of furnishing afT-Tabor, materials , equipment, fixtures , and performing all operations for complete and operable heating , ventilating air conditioning refrigeration systems as indicated on the drawings and as specified herein . The GENERAL CONDITIONS bound herewith are a part of this section of the speci - fications to the same force and effect as if wholly embodied herein . a . "These drawings and specifications do not include necessary components for construction safety" . b . Conformation to requirements of local and/or State Codes and/or ordinances including the City Building Codes , State and County and City Health Department Ordinances , State of California Industrial Accident Commission safety orders , regulations of the State Fire Marshal , and the California Administrative Code. C . Apply and pay for all permits , fees , inspections , examinations and tests required by any of the legally constituted authorities . d . Submission of six (6) Brochures containing material lists , certified .manufacturer' s drawings , perfor- mance data, rough-in dimensions and cuts of all equipment and fixtures within thirty-five (35) days after contract is signed . Work is not to begin before submission is made. Submittals shall be in a neat brochure form and shall contain a complete list, in index form, of the manufacturery s names ; cuts of equipment, performance data , catalogue numbers and trade names as required to properly identify the materials and equipment to be furnished under these specifications . Use tabbed separation sheets in brochures . Data submitted for each item properly identified by reference to item number or paragraphs in the specifications and drawings equipment schedule designation . Any deviation from item as specified shall be clearly indicated on the submittals and noted as such. Fail - ure of the Contractor to comps wit in the above time limit will evidence that item as specified will be furnished . e . For any equipment, or materials indicated but not described as to model or quality, obtain such infor- mation from Architect prior to bidding . Failure to do so will not relieve Contractor from furnishing Huntington Central Park HVAC Huntington Beach , California 15B - 2 items of the quality desired by Architect before final acceptance and at no additional cost to the Owner. f. Follow manufacturer ' s directions of articles furnished in addition to directions shown on drawings or specified herein . g . Use of the mandatory word "shall " has been dispensed with in the majority of the preceding and following paragraphs . This , together with the abbreviated sentence construction is solely for the purpose of brevity . Interpret the provisions and requirements of the specifications as mandatory unless otherwise expressly and particularly stipulated . h . Protect all work , materials and equipment from damage during progress of work. Replace all damaged or defective work , materials and equipment without addit- ional cost to Owner, and before requesting final acceptance . Co-ordinate the work of this section with that of all other sections to avoid interferences and for the general benefit of all the work . i . Contractor shall visit site prior to bidding and fully acquaint himself with all conditions affecting installation of the proposed system. Failure to do so shall not relieve Contractor of responsibility of providing complete, operating and acceptable systems . 2 . SUBSTITUTIONS AND EQUIVALENT EQUIPMENT : a. Substitutions : See General , Special Conditions of Specifications . As a minimum, substitutions must meet the requirements below for equivalents . Included with the submittal shall be a signed assumption of liability for any failure or alleged failure of the substituted article to equal or exceed the perfor- mance of that specified in detail . b . Equivalent equipment: This section of the speci - fication specifies certain equipment in detail . It also names equivalent equipment which is not considered to be a "Substitution" . However, submit the equivalent equipment named herein to the Architect for review after bidding , as per the General Requirements sub- section of this section of the specifications . Equi- valent equipment , if named herein, will be considered equivalent if it is equivalent quality , capacity and is fully equipped as the unit specified in detail ; the unit fits the space allotted ; and unit has a physical configuration and weight similar to the unit specified in detail . A complete layout of an Huntington Central Park HVAC Huntington Beach , California 15B - 3 equipment room must be submitted if equivalent equipment is submitted . Notice space limitations . Layouts to include plans and section views at a scale of not less than 1/4" = 1 ft. The Architect determines the acceptability of "equivalent equipment" when submitted after the award of contract . 3 . SHOP DRAWINGS : a . In addition to brochures hereinbefore required, submit shop drawings of the following: ( 1 ) Equipment and piping layout shop drawings of all items approved as equal to those specified . b . See General Requirements of this section for manner in which submittals are to be handled . 4 . MATERIALS : a. Use only new materials , and unless prefabricated, deliver to the site in standard sizes . Use the standard product of one manufacturer for each article of its type . Materials and workmanship not otherwise speci - fied to conform to latest applicable Federal , A.S .A. , N . F. P .A. , A.S .M.E . , A.S .T .M. , N .E .M.A . , or A.G .A. specifications . b . Concrete : ( 1 ) Install equipment mounted on floors or ground on concrete pads , 4" minimum indoors and 6" minimum outdoors . These may be omitted only where alternative supports of rails , sleepers , runners , piers , etc. , are specifically detailed or noted on drawings as desired or acceptable. Furnish concrete for equipment pads and under- ground ductwork in accordance with Concrete Section of this specification . ( 2) Responsibility for the proper size and location of equipment pads furnished under another section remains the work of this section . Provide necessary co-ordination . C . Bolts and nuts for equipment anchorage shall be galvanized . 5 . ELECTRICAL : a . All motors , power driven equipment and automatic control equipment required and connected with the work of this section of the specifications are to be furnished and installed under this section . The Huntington Central Park HVAC Huntington Beach , California 15B - 4 Electrical Section of the Specifications indicates and specifies conduit, conductors , outlets , disconnect switches , starters , except as hereinafter specified , and the making of final connections . ( 1 ) Motor speed not to exceed 1750 rpm, unless specifi - cally indicated otherwise . ( 2) Single phase motors shall have integral thermal overload protection . b . All motor starters are furnished and installed under the Electrical Section of the Specifications , except motor starters which are furnished by the manufacturer as an integral piece of the manufacturer ' s packaged mechanical equipment. 6. AIR DISTRIBUTION TESTING AND BALANCING : a. Perform testing and balancing in complete accord- ance with AABC Standards . Instruments used for testing and balancing of air and hydronic systems must have been calibrated within a period of six months prior to balancing . Include a letter of certification listing instrumentation used and last date of calibrat- ion . Submit six (6) copies of the complete test reports prior to final acceptance of the project . If requested, conduct tests as listed herein in the presence of the Architect at points requested by him . After balancing and prior to final inspection , operate all systems continuously without malfunction for a minimum period of fourteen ( 14) days . 7 . REFRIGERATION EVACUATION AND TESTS : a . Evacuation procedure in accordance with condensing unit manufacturer recommendations . Tests made for a minimum period of 4 hours using halide torch for leak detection . b . Refrigerant Piping Pressure Test: For R-22, 300 psi on high side and 150 psi on low side; for R- 12 , 285 and 140 psi , respectively . 8 . OPERATING INSTRUCTIONS : a. The Contractor shall instruct the authorized Owner ' s representative in the complete operation of all items of equipment that are, or have components that are, motor driven , electric resistance heated , or gas fired . These instructions are to be given at the Owner ' s convenience . Huntington Central Park HVAC Huntington Beach , California 15B - 5 b . Printed operating instructions and a copy of wiring diagram are to be mounted in all equipment rooms , framed and behind glass or encased in plastic . Printed operating instructions shall include steps for starting up and securing equipment. As a precedent to final acceptance four (4) copies of instructions are to be submitted to the Architect for approval . Contractor shall turn over to Owner in neat brochure form, equip- ment guarantees and maintenance instructions . 9 . CLEAN-UP : a . Thoroughly clean all materials , equipment and appli - ances . Clean and prepare all surfaces to be painted . Clean the entire premises of unused materials , debris , spots and marks to the satisfaction of the Architect . 10 . GUARANTEE: All materials and equipment provided and/or insta a under this S ecification shall be guaranteed for a period of one (I year from the date of final accep- tance of the work by the Owner. Should any trouble develop during this period due to defective materials or faulty workmanship , furnish all necessary labor and materials to correct the trouble without any cost to the Owner. Any defective materials or inferior workmanship noticed at time of installation and/or during guarantee period shall be corrected immediately to the entire satisfaction of the Owner . 11 . PIPE AND FITTINGS : a . Seamless copper tubing ASTM No . B-88 as manufactured by Anaconda, Revere, Chase ; Type L hard drawn unless otherwise designated. Fittings shall be wrought copper A.S .A . B16 .22 , or cast bronze A.S .A. B16 . 18 solder fittings as manufactured by Nibco, Revere, Chase, Class No . 150 . ( 1 ) Refrigerant piping . (2) Equipment drain and overflow piping . 12 . INSTALLATION OF PIPE & FITTINGS : a. Construct pipe lines of full length sections of pipe. No short sections allowed except where length of run requires less than one full length of pipe. Fab- ricate short sections from dimensions taken at the site . b . Install pipe straight and true . Do not spring or force piping into place . Install piping in such a manner so as to prevent any undue strain on equip- ment . Install pipe runs and connections to insure Huntington Central Park HVAC Huntington Beach , California 15B - 6 unrestricted flow , eliminate air pockets and allow for complete drainage of system . Install air vents at all points where air pockets can not otherwise be eliminated . Piping to clear structural members and obstructions , even if drawings do not indicate same . Check the work of other trades to prevent interference . Cap or plug ends of and openings in all pipe and fittings until equipment is installed and final connections are made . Install floor, wall and ceiling plates where pipes pierce finished surfaces . C. Make up joints with inside smooth and unobstructed . Thoroughly ream out pipe ends to remove all burrs . Carefully inspect each length of pipe and each fitting and remove obstructions prior to fabrication . Make screwed joints tight with tongs and wrenches . Re- make leaky connections with new materials . The use of thread cement or caulking to make joints tight is prohibited . d . Installation of refrigeration piping shall be in accordance with recommendations of the Trane Recipro- cating Refrigeration Manual , latest edition . e . Do all necessary trenching, excavation , shoring and backfilling required for the proper laying of the pipe lines . Bottoms of trenches to be cut to grade, and excavated to insure the pipes bearing for their entire length upon the outside periphery of the lower third of the pipe . Excavate to a depth of 3 inches below the bottom of the pipe and backfill with sand. Backfilling under paving mechanically or hand tamped to 90% maximum density . Do not backfill until instal - lation has been approved. Promptly install all piping after excavation or cutting for same has been done , so as to keep the excavation open as short a time as possible . f. Cover underground metal piping 24" minimum and non- metallic piping 36" minimum. 13 . PIPE JOINTS: a . Solder: 95-5 tin-antimony per ASTM B-32 Grade 5A for copper water and drain lines , and silver solder for refrigerant piping . 14. INSTALLATION OF PIPE JOINTS : a. Solder joints with a minimum of solder but enough to assure a tight joint. Huntington Central Park HVAC Huntington Beach , California 15A - 7 15 . PIPE SLEEVES : a . Provide pipe sleeves of 20 gauge steel for pipes to pass through concrete walls , floors and roofs . Diameter of sleeve to be i inch larger than the outside diameter of passing pipe and covering of insulated pipe . Galvanized steel telescoping type sleeves as manufactured by "Adjust-to-Crete" or "Paramount Manufacturing Company" , or Sperzel polyethylene "Crete- sleeve" , may be used . Where seepage may occur, use steel pipe sleeves . 16 . REFRIGERATION SPECIALTIES : a . "Sporlan" replaceable core type catch-all drier/ filter utilizing molded dessicant and listed by Under- writers ' Laboratories . Provide by-pass in piping for drier/filter maintenance. b . "Sporlan" SA "see-all " moisture and liquid indicator. C . Valves : . up to and including 1 -1 /8" O . D. Henry Type 6200 diaphragm packless type globe or angle valves with metal to metal back seat, having sweat tube connections . Valves 1 -3/8" O .D. and larger Henry Type 2000 globe or angle valves with seal cap. Equi - valent: Alco, Mueller. 17 . GENERAL DUCTS AND SHEET METAL WORK: a. Ducts and plenums , access doors , fresh air intakes and exhausts made of sheet of galvanized steel of the following U. S . Standard gauges ; gauges to comply with NFPA Pamphlet 90A. Round Ducts Rectangular Ducts Minimum Diameter in Maximum Side In Thickness Inches Inches U .S . Gauge ----------- Up thru 12 26 up thru 10 13 thru 30 24 11 thru 20 31 thru 54 22 21 thru 40 55 thru 84 20 ( 1 ) Gauges of underfloor duct encased in concrete two gauge numbers heavier than listed above i .e . use 22 gauge instead of 24 gauge. Spiral duct underfloor may be same gauge as listed above . Huntington Central Park HVAC Huntington Beach , California 15B - 8 b . Diagonally crimp all duct flat surfaces , regardless of size . Longitudinal seams in all duct sizes may be double seam or Pittsburgh seam for corners of ducts and grooved seam for flat surfaces . Trans- verse joints and intermediate bracing constructed of galvanized sheet metal and/or galvanized struc- tural angles as follows : Maximum Side Transverse Joint Intermediate In Inches Connection Bracing all Sides Up thru 18 Drive slip or pocket slip, none 7 ' -10" maximum centers 19 thru 30 Drive slip, or pocket slip , 1 x 1 x 1 /8" 7 ' -10" maximum centers angle 5 ' -0" from joint 31 thru 40 1 " bar slip or pocket slip 1 x 1 x 1/8" on 7 ' -10" maximum centers angle 5 ' -0" from joint C. Support duct work as follows : ( 1 ) Horizontal Duct Supports : Maximum Diameter or Side Minimum Support Support Material Dia . One Side Other Side Material Dist. 18" 12" 12" 16 ga . galv. iron strap, 1 " wide 10 ' 30" 18" 36" 16 ga . galv. iron strap, 1 " wide 8 ' d . Construct "duct-turns " in square elbows and where indicated with Tuttle and Bailey or Barber-Colman turning vanes . Equivalent vanes of other manufacturers may be used if approved by Architect . e . Details of construction not specifically covered under these specifications or on the drawings to be in accordance with details of construction desc- ribed in Section 1 of the 1969 edition of "Duct Manual and Sheet Metal Construction for Ventilating-Air Conditioning System" , which is referred to as "Duct Manual " (available at SMACCA, 1830 W. 8th St . , Suite 114, L .A. 57) . Refer to the "Duct Manual " for specific details as follows : Huntington Central Park HVAC Huntington Beach , California 15B - 9 PLATE NO. FIG . PAGE 16 B & C 41 17 B 43 22 B & C 53 23 D & E 55 25 ALL 59 26 B 61 28 ALL 65 29 ALL 67 30 A,B , C, & D 69 45 B 99 53 ALL 115 55 ALL 119 56 A & B 121 f. Neoprene coated glass fabric flexible connections for air ducts are to be installed at all fan con- nections and elsewhere as required or indicated; Ventglas or Duro Dyne. Make flexible connections not more than 6 inches long , secured by suitable clamps . Flexible connections on roofs or outside buildings shall be hypalon coated , Duralon or equivalent . g . All duct dimensions shown on drawings are "inside clear" . Increase the sizes of acoustically lined ducts accordingly . h . All supply , return and exhaust ducts shall have trans- verse joints , tap-in connections etc. , securely taped with Johns-Manville JM No . 357 silver vinyl tape , Arno C-520 or canvas and Arabol duct tape . Air ducts on roof shall have all joints and seams double taped or caulked with Fosters No . 30-02 fire resistive duct sealer to insure a watertight installation . Use mastic between angle iron and duct to angle iron connections . Seal all holes . i . Construct underground ducts of gauges as hereinbefore specified . Swedge each section 1 -1 /2" from each end and assemble with larger end of the adjoining section butting against the swedge. Hold section in place by means of sheet metal screws and seal joint with duct tape. Equivalent: United Spiral Duct . Provide 3-pour concrete envelope. 18 . GENERAL INSTALLATION OF DUCTS AND SHEET METAL WORK: a . Hammer the lock joints to make them air tight, and rivet each corner. Inside of the duct to be a smooth surface to the flow of air. Changes in size of ducts are to increase gradually with a slope of not more than one foot in three feet and one foot in five Huntington Central Park HVAC Huntington Beach , California 15B - 10 feet where possible . Radius elbows are acceptable provided the inside is not less than the duct width . b . Install ducts to clear structural members and obstruct- ions even if drawings do not specifically indicate the same . Particularly check electrical work so as to prevent any interference with this trade . No ducts are to be pierced by sheet metal screws , hangers , supports , etc . Hanging to be from standing seams or with trapeze or stirrup hangers running under the duct . C . Duct systems are to be assembled, erected and adjusted in such a manner so as to insure a minimum of noise and vibration when in operation . The entire system is to be quiet to a reasonable degree satisfactory to the Architect . Any adjustment required to produce quietness is to be made before work can be accepted. d . Flash and counterflash all duct work , ventilators , and exhaust fans extending through the roof. Flashing to be constructed of approved rust-proof materials . All joints at roof and around ducts to be water- tight. 19 . DAMPERS AND EXTRACTORS : a. Damper construction shall be per "Duct Manual " refer- ences . Install splitter and volume dampers where indicated or required to properly balance air volume delivered . Provide each damper with Ventlok or Duro Dyne quadrant . Group dampers for easy access . b . Extractors : Fixed type, Barber-Colman Deflectrol . Adjustable type, Air Factors . Provide an extractor at each tap-in to main or branch ducts , and at each sidewall or ceiling air diffuser which taps into a duct. 20. INSULATION : a . Piping and equipment: ( 1 ) Flexible foamed plastic closed cell insulation , Armstrong Armaflex 22 or equal , applied in accord- ance with manufacturer ' s recommendations : a . Condensate drains : 3/8 inch . b . Refrigerant suction : 3/4 inch . Huntington Central Park HVAC Huntington Beach , California 15B - 11 b . Ductwork : (1 ) Insulate all supply and return air ducts and plenums . Where acoustically lined, omit exter- ior insulation and make liner thickness same as for external insulation for the appropriate system. All insulation U . L . listed showing flame spread not greater than 25 , nor smoke greater than 50 , per NFPA 90A. Duct work thermal and acoustical insulation resilient glass fiber . ( 2) All return ductwork and plenums insulated on the inside with acoustical duct liner as specified below . (3) Acoustical glass fiber duct liner 1 " thick; CSG Ultra-Liner, Pittsburgh Plate Glass Textra- face, Johns-Manville Micro-Coustic, or 0-C Fiberglas Aeroflex . Apply with coated side facing air stream. Attach to sheet metal with Adhered clips . Form longitudinal joints in one corner of duct . Tightly butt all joints and heavily paint with EC-321 adhesive to insure continuity of surface . Adhered clips to be 18 inches on centers with adhesive daubbed 6 inches on centers . Duct sizes shown on plans are "inside clear" and where ducts are internally insulated the sheet metal size must be increased accordingly (4) Underground ducts : Wrap ducts with 1 inch thick, 3/4 pound per cubic foot density CSG Ultra- Lite glass fiber blanket or Johns-Manville Micro- lite . Wrap insulation completely around exterior of ducts and secure by means of 16 gauge soft- annealed galvanized wire spaced 12 inches on centers and at loose ends . Wrap insulation with one layer of 30 pound building felt wired in place . Provide 3-pour concrete envelope . C. Equivalent insulation : Owens-Corning Fiberglas or Pittsburgh Plate Glass Company . 21 . REGISTERS AND GRILLES : a . Supply outlets to provide the required air throw and spread with no apparent drafts or excessive air movement within space being supplied . Contractor to provide necessary accessories to accomplish satis- factory air distribution . Huntington Central Park HVAC Huntintgon Beach, California 15B - 12 b . Provide felt, cork , or rubber gasket between finish surface and frame to prevent vibration and assure tight fit. Contractor shall be responsible for the correct location of ductwork and outlets . C. Return and exhaust registers and grilles , except as otherwise specified: Barber-Colman GMR, removable core, key operated opposed blade volume dampers for registers . Where installed in ceilings , core to be secured to frame with screws . Equivalent : Controlair VRR d . Floor mounted supply air registers , Barber-Colman GMPV, removable core, key operated, opposed blade volume control reinforced for floor application . e. All grilles with No . 6 , electroplated zinc finish, frame and core . 22 . ROOF EXHAUSTER : Exit-Aire Permavent power roof exhauster type FG. Hood shall be one piece fiberglass construction . Complete power and air moving assembly shall rest on four neoprene isolators to isolate vibration . Color shall be satin finish gull grey or as selected by architect. Fan inlet shall be integral spun type. Fan blade shall be backward inclined . Belt drive shall have minimum of two bearings , provide birdscreen . Equivalent : Jenn-Aire . 23 . AIR INTAKES : - RELIEF VENTS : Exit-Aire Model RFG fiberglass reinforced polyester resin hoods color to match roof exhausters . 24. ROOF CURBS : a . Where and as indicated on drawings roof exhausters and relief vents shall be installed with prefabricated curbs or sound curbs . Curbs shall be of welded aluminum construction with rubber curb cap and 2" thick lining . Maximum height shall be 12 inches . Curbs shall have a 4" minimum flange for proper flashing, and shall be secured to roof deck . Curb shall be a product of the same manufacturer as the fan or vent for which it is provided . b . Sound curbs shall be of the acoustically treated baffling type. 25 . FORCED AIR FURNACE : a . Lennox series GS2 Down-Flo electric furnace , U . L . listed , capacity as indicated . Acoustical lined blower compartment with adjustable belt driven blower. Hammock filter , nichrome heater, limit control , fan time delay control . Huntington Central Park HVAC Huntington Beach , California 15B - 13 b . Lennox series CR1 evaporator complete with sweat proof cabinet, drain pan and evaporator coil . 26 . FURNACE CONDENSING UNIT: Lennox series HS-8 low silhouette condensing units , size and capacity as indicated to match evaporator and furnace , conforming to U . L . Standards . Unit complete with low ambient control kit . 27 . TEMPERATURE CONTROLS : Furnish and install Honeywell instru- ments , as indicated on drawings , for wiring under Electrical Section . Equivalent: Barber-Coleman . 28. FUSIBLE LINK FIRE DAMPERS : Install California State Fire Marshal approved fusible link type fire dampers . Sleeve and back-plaster where required by authorities . Fusible link temperature rating 50° F above the maximum temperature that nor- mally would be encountered with the system in operation or shut down . Provide suitable access to dampers , with location of doors in ducts co-ordinated with doors in ceilings and walls . Multi - blade type with 4-1 /2 inch maximum blade width . Contractor to coordinate his work closely so that fire damper blades will not be so large as to interfere with the air diffuser, dampers , air flow , etc . Dampers listed by the State Fire Marshal for the specific application , e . g. , vertical , horizontal , in rated ceil - ing protecting structure , etc . Manufacturers : Air Balance , Air Louvers , Terri . 29 . CLEAN UP AND DISPOSAL : As pertains to work of this section , at frequent intervals during and again upon completion of work remove from building and site disused tools and equipment , surplus materials , rubbish , debris , dust , and dirts , and leave areas affected by work of this section in clean condition . Huntington Central Park Electrical Work Huntington Beach , California 16A - 1 SECTION 16A ELECTRICAL WORK 1 . GENERAL a . Work Included: Contractor shall provide all materials and equipment required to complete electrical work as indicated on drawings , as specified herein , or both . Work shall con- sist in general of, but is not limited to , the following : ( 1 ) A 4 . 16 KV metering main switch unit and feeder switches with feeders to locations shown on drawings . ( 2 ) 4160/480V. -3 phase , 3 wire and 4 wire and 2400V. /120-240V , 1 phase , 3 wire , dry tape transformers with oil fused cutouts as shown on drawings , in weather proof housings . ( 3 ) Service entrance conduits transformer slab enclosure for power company. (4 ) A complete and operative 120/240V , single phase , 3 wire , S/N lighting and power system switchboards , panelboards , switches , lighting fixtures , etc. , as indicated on draw- ings . ( 5 ) A complete system of 480V . , 3 phase power for pumphouse equipment as indicated on drawings . (6 ) Weatherproof transformer pad and associated wiring for library building . ( 7 ) Conduits , outlets and terminal cabinets for public telephone system. ( 8) Conduit , outlets and terminal cabinets for public address sytem. (9 ) Complete conduit and wiring for heating and ventilating systems . b . Work Not Included : ( 1 ) Telephone wiring . (2 ) Public Address wiring and equipment . 2 . MATERIALS Materials herein specified shall be new and furnished in accordance with specifications of the American Institute of Electrical En- gineers , Nation Electric , Manufacturers ' Association , the National Huntington Central Park Electrical Work Huntington Beach , California 16A - 2 Board of Fire Underwriters , and the National Electric Code. a . Conduit shall - comply with the requirements of the Underwrit- ers ' Laboratories , and shall be delivered to the site in standard lengths , with each length bearing the manufacturer' s trademark or stamp and the Underwriters ' label of approval . ( 1 ) Rigid conduit shall be hot dipped galvanized , sherardized , or zinc coated G . E . white . Couplings , locknuts , bush- ings , etc . , shall be hot dipped galvanized or sherardized. (2 ) Electrical metallic tubing shall be galvanized or sherar- dized . Couplings and connectors shall be galvanized or sherardized , and shall be of the watertight compression type or the water-resistant type equal to Thomas and Betts Co . "Socks " #5180 and 5280 series . ( 3) Fiber or transite conduit shall be standard weight with tapered sleeve joint couplings . (4) Flexible conduit shall be metallic and shall be installed with compression type connectors . ( 5 ) Plastic conduit shall be P . V. S . standard weight or equal . b . Outlet boxes and covers shall be pressed steel knockout type or cast iron with drilled , tapped, and plugged holes , and shall be hot dipped galvanized or sherardized . All boxes shall be of proper code size for the number of wires or conduits pas- sing through or terminating therein , but in no case shall any box be less than 4" square , unless specifically noted as smaller on the drawings . Covers for flush outlets shall finish flush with plaster or other finished surface . Ap- proved factory-made knockout seals shall be used in all boxes where knockouts are not intact . Boxes in concrete shall be a type which will allow the placing of conduit without dis- placing the reinforcing bars . Outlet boxes shall be used as pull boxes wherever possible , and junction or pull boxes shall be installed only as required by the drawings or specifications , or as directed . ( 1 ) Light outlet boxes shall be equipped with fixture support- ing device , as required by the unit to be installed . (2 ) For switch outlets , use solid gang boxes for three or more switches . Where two 30 ampere switches are in- stalled in one box , 4-11 /16 " square x 2-1 /8" deep boxes will be the minimum size allowed . ( 3) Boxes exposed on surface in finished areas shall be cast metal . No pressed steel boxes shall be allowed on exposed Huntington Central Park Electrical Work Huntington Beach , California 16A - 3 conduit work . (4) For secondary program clocks , use recess cabinet, as recommended by the clock manufacturer for flush mounted clocks . ( 5 ) For outlets on the exterior, use weatherproof cast or malleable galvanized iron , with all weatherproof con- nections . (6 ) For bells installed on the interior use special box as recommended by the manufacturer. ( 7 ) Floor boxes shall be cast iron , watertight , adjustable units equal to Russell and Stoll #2511 , Thomas and Betts #1810 or Lew #6261 with combination 1 /2" and 2 " plugs . Where noted , multiple gang units shall be provided. Where outlet is specified inside box, use Lew #6207 L plug (with leather strap) . Drilled openings in box for conduit entrance shall be properly sized . ( 8) For outlets not specified or scheduled , use boxes and mounting heights as directed by Architects , of the style , type and required service intended . C . Conductors • ( 1 ) All conductors shall be delivered to the site in their original unbroken packages , plainly marked or tagged as follows : ( a ) Underwriters ' labels . (b ) Size , kind, and insulation of the wire . ( c) Name of the manufacturing company and the trade name of the wire . ( d ) Month and year when manufactured , which date shall not exceed 8 months prior to the date of delivery to the site . (2 ) Conductors of the following types shall be used in the following locations . ( a ) Light and Power Circuits (480 V. and below) : For conductors #4 AWG and smaller use Underwriters ' type TW , RW. Minimum size of conductors shall be #12 AWG except where specifically noted otherwise . For conductors larger than #4 use Underwirters ' type RHRW . Huntington Central Park Electrical Work Huntington Beach , California 16A - 4 All conductors #8 and larger shall be stranded . Branch circuit wire installed through ballast hous- ings or continuous row fluorescent fixtures shall by Type AVA. All conductors shall be rated 600 volts . ( b ) Control Circuits for Mechanical Equipment: Use 600 volt , Underwriters ' Type TW conductors except where subject to abnormally high temper- atures such as on or near boilers . Under these conditions , use Type AVA or Type AF conductors . ( c ) High Voltage Circuits : In all locations , use 5000 volts , single conductor, ozone-resistant, neoprene-sheathed , cables meeting all applica- ble requirements of the "General Specifications for Wire and Cables with Rubber and Rubber-Like Insulation" as issued by I . P . C . E .A. and the A. S . T . M. Specification No . D-574-46T for ozone- resistant compound . Approved cables are : Trade Manufacturer Name Rome Ro Zone Simples Anhydrex XX General Electric Coronal Geoprene Keerite Keerite Okonite Okonite-Okoprene General Cable Gencorone Anaconda Durasheath Phelps Dodge Habirite-Habirprene d . Receptacles shall be as described hereinafter. ( 1 ) Grounding type duplex convenience outlets shall have two current carrying contacts and one grounding contact which is internally connected to the fram. Approved outlets are : Hubbell #5262- I Huntington Central Park Electrical Work Huntington Beach , California 16A - 5 (2 ) Three-wire twist-lock outlets shall be single , 125 volts , bakelite or composition base and side wired. Approved outlets are : 15 Amp . 20 Amp . Hubbell #7582 #7310-B ( 3) 120-volt grounding type outlet on floor box shall be Russell and Stoll #2644 with H & H #5262 duplex receptacle . (4) Telephone outlet on floor box shall be Russell and Stoll #3008. ( 5 ) Add 23-11 ( b ) weatherproof receptacle . e . Circuit switches shall be ivory (except in momentary contact types ) , totally enclosed , bakelite or composition base , toggle type with "T" rating for Type C lamp loads . Switch ratings shall be in accordance with the following tables of loads : Watts Rating Voltage 0 to 1600 20 Amps . 125 Volts 1601 to 2400 30 Amps . 125 Volts Listed hereinafter are approved switches . ( 1 ) Single Pole Toggle Switches : Make 20 Amps . 30 Amps . Hubbell #9805-I (2 ) Lock type switches shall all be keyed alike with one ( 1 ) key furnished with each switch . Make Lock Type-20 Amps . Arrow #1541 L ( 3) Disconnect switches shall be 250-volt A. C. Type S . horsepower rated , non-fusible with the number of poles and of amperage as indicated on the drawings . Toggle type permitted for single phase fractional H . P . motors . Use 575 volt switches for 480 volt application . f. Plates shall be supplied for every local switch , receptacle , telephone outlet , wall speaker outlet , etc . All switch plates shall be furnished with engraved or etched designations under any one of the following conditions : ( 1 ) Lock switches . Huntington Central Park Electrical Work Huntington Beach , California 16A - 6 ( 2 ) Pilot switches . ( 3 ) Switches at which the equipment or circuit controlled cannot readily be seen at the switch location . (4 ) Where so indicated on the drawings . Plates shall be of the best quality molded bakelite of ivory color equal to Sierra in all inside protected loca- tions and . 040" satin finish stainless steel or chrome plated plates in exterior locations , shops , pilot devices , and where mounted in stainless splash . g . Lighting Fixtures : ( 1 ) General Requirements : ( a ) Lighting fixtures shall have all parts and fittings necessary to completely and properly install the fixture . All fixtures shall be wired from outlet to socket with #14 A. W. G. Underwriters ' Type "AP or "CF" fixture wire . All fixtures shall be equipped with lamps of the size and type specified. All 300- watt fixtures except recessed units shall have mogul sockets or as specified otherwise . (b ) On acoustical tile ceilings fixture outlet shall be accurately located in the center of a tile or at the four corners of adjacent tiles . ( c ) All pendant stem-mounting fixtures shall be supplied with swivel hangers . In all cases suspended fix- tures shall swing in any direction a minimum of 5 degrees after installation . Fixtures shall have special stem lengths to give the mounting height indicated on the drawings . Stem shall be one piece without coupling , and shall be finished the same color as the canopy, unless noted otherwise . The Contractor shall check all locknuts and set screws to rigidly secure the socket to the stem, and the stem to the outlet box. (d ) All fixtures of one type shall be of the same manu- facture and of identical finish and appearance . (e ) Recessed fixtures where noted to have attached pull box shall have a 4" pull box permanently attached to the plaster ring so that it is accessible when the fixture is removed . The fixture shall bear Underwriters ' label of approval for the wattage in- dicated . Connection between fixture and pull box shall be with flexible conduit and 2 #14 AF wires . The flexible conduit shall be of sufficient length Huntington Central Park Electrical Work Huntington Beach , California 16A - 7 so that when the fixture is dripped, the pull box is readily accessible . Fixtures of this type that weigh in excess of nine pounds shall be equipped with a chain which will carry the fixtures in the dropped position . ( f) All fluorescent fixtures shall be equipped with E . T . L . approved high power factor ballasts . Fluor- escent and slimline fixtures shall be designed to accommodate T12 lamps except where specified other- wise . ( 2 ) Fixtures : Shall conform to the fixture schedule with lamps , ballast , etc . , as called for in the schedule h . Lamps shall be furnished with each fixture and shall be new Tor`T20-volt operation , and of wattage indicated. Lamps shall be as manufactured by General Electric , Westinghouse , or Sylvania . ( 1 ) Incandescent lamps shall be supplied in the following cases : General Use - Inside frosted, medium base . 300 Watts or Larger - Inside frosted mogul base , except in recessed fixtures , unless noted as clear in fixture schedule . Silvered bowl lamps shall be supplied with units for which silvered lamps are recommended by the manufacturer of the unit . (2 ) Fluorescent lamps shall be Standard Warm White, bipin preheat , T12 lamps , rapid start or otherwise as indicated in fixture schedule . ( 3 ) Slimline lamps shall be Standard Warm White , single pin , 30 m. a . instant start lamps . i . Panelboards shall be flush mounting or surface mounted , as noted on the drawings , with sub-breakers as shown on panel schedules , hinged lockable doors , typewritten index card holders , proper bussing , and main lugs or main breakers where required . All panelboards shall be keyed to operate from one key . All panel - boards shall be finished shop prime where exposed to public view (e . g . , corridors , covered passages , offices , etc . ) and hammer- tone gray in switchboard , janitors ' , heater and storage rooms . Shop-primed panelboards shall be painted to match surroundings af- ter installation . Each panel shall bear its identification in- side of the front door. This shall be A, B ,-LA or as shown on the drawings . Include typewritten directory in each panel . Huntington Central Park Electrical Work Huntington Beach , California 16A - 8 Lighting panels shall be 120/240 volts , single-phase , three- wire , S/N . Panels shall be a maximum of 20" wide x 5-3/4" deep . Approved panels are : Zinsco Type NLAB-AB Two pole breakers shall have common trip elements . Panel bussing and numbering shall conform to the typical bus- sing diagrams on the drawings . j . Distribution switchboards shall be dead front, dead rear, wall mounted section with breakers of ratings as shown on one-line diagram. Name plates shall be 3" x 1 " black on white laminated engraved micarta (white letters ) . All cir- cuit breakers shall be 250-volt , A. C. , Class E circuit break- ers ( Federal Specification W-P-131a, Amendment 2 ) . Switch- board shall be 14" deep , maximum, finished in hammertone gray , and as manufactured by Zinsco . k . Power panels shall be dead front , dead rear circuit breakers at 480 volt, 3 phase , 3-wire and shall conform to schedules shown on the drawings . Finish and construction shall be similar to panelboards . 1 . Terminal cabinets shall be fabricated of code gauge sheet steel and arranged for flush mounting (except where noted as surface ) of size indicated on drawings , and shall be complete with hinged lockable doors (except public telephone terminal cabinets . These shall be with non-lockable latches ) , and the number of two-way screw terminals to accommodate the number of wires indicated on drawings . Terminal cabinet locks shall operate from same key used for lighting panels . Cabinets shall be finished shop prime for painting after installation in locations exposed to public view (e . g. , corridors , covered passages , offices , etc . ) and hammertone gray in switchboard, heater and janitors ' rooms . Terminals shall be Cannon Type "SS" . M. Pull boxes shall meet all code requirements as to size for conduit -terminating therein and to thickness of metal used in fabrication or casting . ( 1 ) Fabricated sheet steel pull boxes shall be installed only in dry, protected locations , and shall be furnished with required knockouts and removable screw cover. Boxes shall be finished prime coat ready for painting, where exposed to public view. In other locations finish shall be hammertone gray. ( 2 ) Underground pull boxes shall be furnished with gasketed screw cover, drilled and tapped holes as required , and shall finish flush with grade . Huntington Central Park Electrical Work Huntington Beach , California 16A - 9 ( 3 ) Condulets used as pull or termination points shall be of the Obround series with gasketed screw covers as manufactured by Crouse-Hinds or Appleton . n . Oil Fuse Cutout : ( 1 ) Oil fuse cutouts shall be 100 amperes , 2500 volts , with expansion chamber and fuse as shown on drawings . Cutout shall be on an indoor wall mounted box with necessary conduit connections and shall be as manufactured by General Electric or G & W, with size and type as noted on drawings . ( 2 ) Provide high voltage sign on face of box. ( 3 ) Provide a typewritten instruction sheet on operations and service of cutouts , sealed in plastic and mounted directly above cutout . o . Dry type transformers shall be 2400 - 120/240, 1 phase , or 4160/480 3 wire or 4 wire ) 3-phase , with terminals and approved barrier for connecting both primary and secondary conductors in transformer case . Transformer shall have class "B" insulation . 80 degree rise above 40 degrees C. ambient with 4 - 2-1 /2% full capacity taps below normal rated voltage . Transformer shall be on rubber mounts similar to "Lord Mounts " . Transformers shall be outdoor type Zinsco or approved equal . p . Time clocks , where noted, shall be mounted in lighting panel behind separately hinged door. Time clocks shall have as- tronomical dial and double pole and shall be Sangamo #LA 21 . 6 . SHOP DRAWINGS AND SUBSTITUTIONS a . Shop Drawings : Before fabrication is started the Contractor shall submit shop drawings of switchboards and panels for approval , as called for under "Special Conditions " section of the specifications . b . Substitutions : Catalog and manufacturer ' s numbers in this specification and on the drawings are used for the purpose of establishing standards of quality and types of materials which shall be used . Products of other manufacturers may be used if similar and equal in quality and design and are spe- cifically approved in writing by the Architect in accordance with "Special Conditions " section of the specification . 7 . REGULATIONS AND CODES a . Work and materials shall be in full accordance with the latest Huntington Central Park Electrical Work Huntington Beach , California 16A - 10 rules of the National Board of Fire Underwriters , all local or State ordinances , the State of California Division of Industrial Safety Electrical Safety Orders , Regulations of the State Fire Marshal , and with all prevailing rules and regulations pertaining to adequate protection and/or guarding of any moving parts or otherwise hazardous locations . Noth- ing in these specifications shall be construed to permit work not conforming to applicable codes . b . Should any changes be necessary in the drawings or specifica- tions to make the work comply with these requirements , the Contractor shall notify .the Architect at once and cease work on all parts of the contract which are affected . c . The Contractor shall apply and pay for all permits required by the legally constituted public authorities for the in- stallation or construction of the work included under this section . The Contractor shall arrange and pay for any in- spections or examinations so required and deliver certifi - cates of all such inspections to the Architect. 8. LOCATIONS a . The drawings indicate diagrammatically the desired location or arrangement of conduit runs , outlets , equipment, etc. , and are to be followed as closely as possible . Proper judgment must be exercised in executing the work so as to secure the best possible installation in the available space and to overcome local difficulties owing to space limitations or interfer- ence of structural conditions wherever encountered. The Contractor shall confer with the carpenters and the acoustical tile setters before the ceiling and roof framing is installed , and shall coordinate the location of flush lighting fixtures , framing , and tile pattern so that the fixtures and tile will form a pattern acceptable to the Architect. The center of the fixtures shall occur at the center of the tile or at the intersection of four tiles . b . In the event changes in the indicated locations or arrange- ments are necessary, due to developed conditions in the building construction or_ rearrangement of furnishings or equipment , such changes shall be made by the Contractor without extra cost , providing the change is ordered before the conduit runs , etc . , and/or work directly connected to same is installed and no extra materials are required . C . Avoid moldings , chair rails , etc . , for switches , receptacles and other outlets . 9 . EXCAVATIONS a . Do all excavating necessary for the proper installation of the electrical work whether or not indicated on the drawings V Huntington Central Park Electrical Work Huntington Beach , California 16A - 11 or specified . When on the Owner ' s property, underground primary high voltage feeders shall be buried not less than 48" below finish grade , and other conduit runs containing 600 volts or less shall be not less than 30" below finished grade or as noted. Where conduit runs traverse public pro- perty , the depth below finish grade shall be as required by the legally constituted public authorities having jurisdiction . b. After the installation of work requiring excavations has been inspected and approved , all excavations shall be filled with clean , dampened earth and tamped to a consistency so that no settlement will occur, and the ground left firm at natural grade . All excavated earth which is not used for backfill shall be removed from the premises or otherwise disposed of as directed by the Architect . 10 . INSTALLATION OF CONDUIT AND FITTINGS a . The sizes of the conduits for the various circuits shall be as indicated on the drawings as required by code for the size and number of conductors to be pulled therein . Larger con- duits than those indicated on the plans may be used at the discretion of the Contractor. Any such change must be in- stalled at no additional cost to the Owner. Open ends shall be capped with approved manufactured conduit seals as soon as installed, and kept capped until ready to pull in conduct- ors . Where running thread connections are necessary , only approved manufactured conduit unions shall be used . No bends or offsets will be permitted unless absolutely necessary . b . Rigid conduit shall be used where placed underground , in con- crete or where subject to mechanical injury ( such as exposed conduit in covered corridors ) . All rigid conduit installed in the ground or in concrete slabs on the ground shall be given a heavy coating of Pabco "P & B #2" paint 12" on each side of every coupling and at all points where wrenches have been applied . The joints shall be made liquid and gas tight with red lead. C . Fiber or tran$ite may be used for underground installations if encased in' a 3" minimum concrete envelope. Concrete mix shall be 1 cement , 2-1 /2 sand , 3-1 /2 gravel and shall be uniformly tamped into all spaces between and under the ducts . Contractor shall add red mineral pigment to the mix ( approx- imately 6% cement weight) . All such runs shall terminate in an adapter to rigid steel conduit; risers shall be with long radius steel elbows . d. Electrical metallic tubing may be used in locations other than those described above in sizes 1 /2 " to 1 -1 /2 " , inclusive . Huntington Central Park Electrical Work Huntington Beach , California 16A - 12 e . Flexible conduit may be used only where specifically noted on drawings or in specifications . Installation of flexible conduit will be limited to short motor connections and connec- tions to recessed fixtures from pull boxes on plaster rings , and expansion joints . f. Conduits throughout the work shall be securely and rigidly supported and. fastened in place with supports spaced not more than 10 feet apart , and in all cases with a support provided not more than 3 feet from any outlet. Exposed conduit along wood members shall be secured in place with approved one hole conduit straps . g . Conduit over metal channel , lath , and plaster ceilings shall be securely tied to the furring channels with #16 guage gal - vanized wire ties spaced not over 4 feet apart . h . Conduit placed against concrete above ground shall be fastened to the concrete with pipe straps or one-screw conduit clamps attached to the concrete by means of expansion screw anchors and screws . i . Outlet boxes shall be accurately placed and securely fastened to the structural members . Plaster rings shall be set flush with the finished surface of the ceiling or wall . j . All outlet boxes in wood construction shall be securely mounted on wood backing with wood screws . k . Conduits which are installed at this time and left empty for future use and which are 5 feet or more in length including all public address , public telephone and intercommunication system conduits , shall have a #12 galvanized pull wire left in place for future use. All empty conduits , including con- duit stubs , shall be tagged at all exposed ends with tags in- dicating termination of conduit . 1 . All underground stub outs or group of stub outs in one loca- tion shall be furnished with concrete monuments 6 " x 15" deep buried flush with grade over the capped ends . The face of monuments shall be furnished with 3" square brass plates securely mounted and engraved with the number and size of conduits . M. Telephone and electrical service conduit bends shall be large radius and made on the job with a power bender. n . All equipment and fasteners shall be tamper proof and vandal proof ( fixtures , boxes , panels , etc . ) . Huntington Central Park Electrical Work Huntington Beach , California 16A - 13 11 . WIRING a . Joints , splices , taps , and connections for 600 volt con- ductors #6 and larger, shall be made with solderless con- nections approved by the Architect ; #8 and smaller shall be soldered . b . Wire nuts shall not be used . C . Make all connections and splices necessary for the proper installation and completion of the work . All splices shall be taped , and all connections and splices shall be electric- ally and mechanically perfect and in strict accordance with all code requirements . d . Each circuit shall correspond to the branch circuit number indicated on the panel schedule shown on the drawings . e . Heating , Ventilating and Plumbing Equipment Wiring: ( 1 ) The following work shall be done under the "Electrical " section of the specifications : ( a ) Furnish and install all conduit , outlets , line and low voltage wiring , and disconnect switches required for the specified operation of the equipment . ( b ) Install all manual motor starters , magnetic motor starters and other control equipment ( both line and low voltage) which shall be furnished under the "Mechanical " section of the specifications , except control equipment , such as solenoid valves , which is to be installed in piping lines , or control equipment which forms an integral part of the plumb- ing and heating equipment . ( c ) Connect all motors and control equipment , both line and low voltage , except where manufacturer' s re- presentative of the control equipment prefers to make the final connections at the equipment . ( d ) Wiring , including low voltage , shall be installed in conduit . ( e ) Control wiring shall conform to the wiring diagrams shown on the Mechanical Drawings and the manufac- turer ' s wiring diagrams , and shall control the equipment in the manner specified under the "Mechan- ical " section of the specifications . Control wire shall be color-coded for ease in making final connections . Huntington Central Park Electrical Work Huntington Beach , California 16A - 14 ( 2 ) The following work shall be done under the "Mechanical " section of the specifications . ( a) Furnish all manual motor starters , magnetic motor starters , and other control equipment (both line and low voltage ) . ( b) Furnish and install all motors . ( c) Furnish and install all equipment , such as solenoid valves , which is to be installed in piping lines . f. Grounding shall be executed in accordance with applicable codes and regulations both of the State of California and local authorities having jurisdiction . In general , on second- ary distribution systems where cold water mains are avail - able , grounding conductor and conduit shall be terminated thereon with approved grounding clamps or by bonding . The conductors shall comprise the neutral ground , and the conduit , the equipment ground . Where suitable cold water main does not exist , the neutral and equipment grounds shall be grounded to separate rods ( size and length as required by code) . All service or feeder runs in fiber or transite conduit shall have a grounding conductor of approved size within each non- metallic raceway properly connected for electrical continuity, or shall have a separate rigid conduit ground of approved size , connected to a cold water pipe within the building , for each isolated group of metal raceways and enclosures . g . Joints , splices , taps and connections on high voltage cables shall be made by an electrician qualified for high voltage cable work with material supplied by , and in a manner specified by the cable manufacturer. 12 . HIGH VOLTAGE a . Install all high voltage conduit , cable racks and equipment as shown on the drawings . b . All joints , splices , taps , connections and termination on high voltage cables shall be made by a qualified high voltage splicer. C . Minimum bending radius of cable shall be in strict accordance with the recommendations of the cable manufacturer. All high voltage splices shall be made in the presence of the Archi - tect ' s representative . d . All cable shall be identified as to phase legs with code markers equal to W. H . Brady Company. e . All splices and taps shall be made with the splicing kit as furnished by the manufacturer of the high voltage cable . In Huntington Central Park Electrical Work Huntington Beach , California 16A - 15 the event the cable manufacturer ' s splicing kit is not used, G & W Electric Specialty Co . splicing kits for that specific cable may be used . Instruction furnished with the kit shall be followed exactly . Electrical connections shall be made with a split sleeve connector and soldered. Stress cones shall be made as required . f. All underground high voltage conduits shall be encased in a 3" concrete envelope , red colored . 13 . PROTECTION The Contractor shall protect all work , materials , and equipment from damage from any cause whatever , and shall provide adequate and proper storage facilities during the progress of the work . Provide for the safety and good condition of all work until final acceptance of the work by the Owner, and replace all damaged or defective work, materials , and equipment before requesting final acceptance . 14 . CLEANING EQUIPMENT , MATERIALS , PREMISES All parts of the equipment shall be thoroughly cleaned of dirt, rust , cement , plaster , etc . , and all cracks and corners scraped out clean . Surfaces to be painted shall be carefully cleaned of grease and oil spots and left smooth , clean , and in proper condition to receive paint finish . 15 . CUTTING AND PATCHING The Contractor shall do all cutting and patching of the con- struction work and of existing walks , pavements , and buildings which may be required for the proper installation of the electri - cal work . All patching shall be of the same materials , workman- ship , and finish as , and shall accurately match , all surrounding work . All work shall be done under the Architect ' s instructions , and when so requried , by the mechanics who did the original work . All lintels or other supports required , in the Architect ' s opinion , by reason of any cutting , shall be provided and installed by the Contractor as directed by the Architect . 16 . RECORD DRAWING a . Provide and maintain in good order in the field office of the Architect , two complete sets of black and white prints of all electrical drawings which form a part of the contract . In event any work is not installed as indicated on the drawings , such work shall be carefully and correctly drawn in ink on these prints . Huntington Central Park Electrical Work Huntington Beach , California 16A - 16 b . All underground stub outs and all manholes , pullboxes , monu- ments and vaults shall be accurately located and dimensioned from building walls on all record drawings . C . If, in the opinion of the Architect or his representatives , the corrected prints are not perfectly legible , the Con- tractor shall employ a competent electrical draftsman , satis- factory to the Architects , to make any new drawings required to indicate properly the entire installation and all changes . d . Upon completion of the work , and as a condition prerequisite to the issuance of the certificate for the completion payment , the Contractor shall deliver to the Architect complete sets of corrected prints , in good condition , with complete installa- tion and every change in the work indicated thereon . e . Each change noted on the drawings shall be initialed by the Owner ' s inspector. 17 . TESTS The Contractor shall perform all required tests in the presence and to the satisfaction of the authorities having jurisdiction . The Contractor shall furnish all instruction , labor and material required for the tests . The completed installation shall be tested as in regular service and any defects shall be promptly corrected to the satisfaction of the Architect . 18. GUARANTEE All materials and equipment provided and installed under this section shall be guaranteed by the Contractor for a period of one year from the date of acceptance of the work by the Owner. Should any trouble develop during this period , due to defective materials or faulty workmanship , the Contractor shall furnish all necessary labor and materials to correct the trouble without any cost to the Owner. 19 . CODES a . All work shall be executed under proper permits and in accord- ance with the requirements of the applicable laws . b . Nothing in these plans and specifications is to be construed as permitting work not conforming with these codes . C . Should any changes be necessary in the drawings or specifi - cations to make the work comply with these requirements , the Contractor shall notify the Chief Construction Inspector at once and cease work on all parts of the contract which are affected . Huntington Central Park Electrical Work Huntington Beach , California 16A - 17 d . The Contractor shall apply and pay for all permits required by any of the legally constituted public authorities for the in- stallation or construction of the work included under this Division . The Contractor shall arrange and pay for any in- spections or examinations so required . 20 . ACCEPTANCE Before the work will be accepted , the Contractor shall demon- strate to the Department that the entire installation is complete and in proper operating condition , together with suitable evi - dence that the contract has been properly and fully executed , in compliance with all applicable requirements . Huntington Central Park Special Requirements Huntington Beach , California 17A - 1 SECTION 17A SPECIAL REQUIREMENTS Requirements of the General Conditions and Division 1 of these specifications apply to work of this Section . 1 . DESCRIPTION OF WORK The work to be done consists , in general , of 'the removal , salvage , disposal , and/or relocation of existing facilities , public and private ; of the construction of drainage facilities ; and of the reconstruction and construction of highway widening improvements ; of the construction of domestic water system improvements ; and of the construction of sanitary sewer system improvements all in the City of Huntington Beach , California . 2 . SPECIFICATIONS The work to be done under this contract shall comply with the foregoing specifications and with the Standard Specifications of the State of California , Department of Public Works , Division of Highways , dated January 1971 , insofar as the same may apply, and shall also comply with the following Special Provisions . The term "State Standard Specifications " , when hereinafter used, shall be interpreted as meaning , and being synonymous with the Standard Specifications of the State of California , Department of Public Works , Division of Highways , dated January 1971 . In case of conflict between the Specifications , or the State Stan- dard Specifications , and these Special Provisions , the Special Provisions shall take precedence over and be used in lieu of such conflicting portions . 3 . PLANS The work to be done under this contract shall comply with the Im- provement Plans , and said plans form a part of the contract docu- ments and are on file in the office of the Director of Public Works . The contract documents shall consist of the following listed items : a . Improvement Plans . b . Applicable sheets of the City of Huntington Beach Standards . C . Specifications and Special Provisions . d . Specified manufacturers details and installation instructions . e . All specified or required shop drawings . f. Proposal . g . The contract and/or agreement . Huntington Central Park Special Requirements Huntington Beach , California 17A - 2 h . The contractor ' s bonds and insurance certificates . i . Requirements of the necessary permits from other public agen- cies . j . Requirements of any public utility service company directly affected by the work herein described . k . Requirements of private companies having lines in prior -- right easements . 4 . TESTING The testing of any materials or of any portion of the job under construction shall be at the option of the Director of Public Works or his authorized agents . The contractor shall furnish , without charge, any materials requested for testing in accord- ance with Section 6 of the , State Standard Specifications . The contractor shall also provide access to any area of the job for testing purposes and shall furnish , without cost , any assistance necessary to perform the testing. The charges for all testing will be paid by the contractor. The contractor shall notify the Director of Public Works of the readiness of any phase of con- struction to be tested and shall not proceed with any subsequent phase of work until the results of the test are known and approved . Testing shall be performed by a state licensed private laboratory selected by the City of Huntington Beach . 5 . INSPECTION The contractor shall recognize the Director of Public Works of the City of Huntington Beach as the project engineer who shall be in charge of and authorize the inspection of the project . The contractor shall provide access at all times to any area of the project for inspection purposes and shall furnish , without cost, any assistance necessary to complete required inspections . A 24 hour notice shall be given prior to commencing the project, and during construction of, the contractor shall give due notice , satisfactory to the inspector, of the readiness of any phase of construction to be inspected and shall not proceed without approv- al . 6 . OUTLINE OF SPECIAL PROVISIONS - CONSTRUCTION DETAILS The Special Provisions for this contract are grouped into separate schedules in order to categorize the varied items of work . The Special Provisions for the below listed schedules , will be herein- after following : Section Work Category 17A Special Requirements 17B Existing Facilities - Removal , salvage, disposal and/ or relocation Huntington Central Park Special Requirements Huntington Beach , California 17A - 3 Section Work Category 17C Sanitary Sewer System 17D Storm Drain Facilities 17E Private Oil Line Relocation 17F Highway Improvements 17G General Phasing , Traffic Control , and Guarantee Re- quirements Repetitions of work item descriptions may occur in one or more schedules and may be apparent duplications , however, these are for emphasis on the particular item, for further clarifications of work requirements , or for correlation of related construction . The individual schedules comprise composite requirements to a completed work , and the Special Provisions of each schedule shall be considered included and a part of each other schedule . Huntington Central Park Existing Facilities Huntington Beach , California 17B - 1 SECTION 17B EXISTING FACILITIES Requirements of the General Conditions and Division 1 of these specifications apply to work of this Section . 1 . DESCRIPTION OF WORK The work to be performed under this schedule consists , in general , of the removal , salvage , disposal , and/or relocation of existing highway and non-highway facilities , public and private , as in- dicated on the improvement plans and as specified hereinafter. All work to be done under this schedule shall be performed in accordance with Section 7 , 8 , 10 , 15 , and 16 of the State Stan- dard Specifications and with these Special Provisions . 2 . CONSTRUCTION DETAILS a . Asphalt Concrete Pavement Removal : As indicated on the im- provement plans , shall be removed from the job site and dis - posed of in accordance with Section 15 and 7-1 . 13 of the State Standard Specifications . Removals which occur adjacent to pavements which are to remain in place , shall be performed to a neatly trimmed saw-cut edge . The Contractor will be allowed to elect a two step process , first by making an ini - tial rough cut by machinery or pavement breakers and second by performing the saw cutting immediately prior to laying down the planned asphalt concrete work . The removal is es- timated to be 3 to 4 inches in thickness ; however, no addi - tional compensation will be allowed should thickness prove to be greater , nor if subsequent layers of AC or PCC pavement are encountered . b . Miscellaneous Portland Concrete Removals : Shall consist of furnishing all labor, material , and equipment necessary to shatter , crush , break up , cut reinforcing steel , load , haul , and dispose of the hereinafter listed items of removal work . This work shall be performed in conformance with Sections 15 and 7-1 . 13 of the State Standard Specifications these Special Provisions . These removal items of work listed on the propo- sal and indicated in the plans are as follows : ( 1 ) P . C . C . reinforced headwall ( 2 ) P . C . C . curb or curb and gutter ( 3 ) P . C . C . sidewalk (4 ) P. C. C . roof drains C . Removal and Salvage of Headwall Gate : Shall consist of the Contractor furnishing all labor material and equipment Huntington Central Park Existing Facilities Huntington Beach , California 17B - 2 necessary to remove without damage, the existing headwall gate and to deliver to the city municipal yard. The Con- tractor shall furnish and deliver new equal quality mater- ials for any section damaged through willfull or negligent actions . d . Water Valves to be Adjusted to Grade : Shall include all the existing valves within this contract . This adjustment work shall consist of tying out the valves , removing and storing the frames , covers and cans until the asphalt paving is com- pleted . After the asphalt concrete paving is completed , and prior to the seal coat application , the valves shall be relocated , brough to grade using as small and neat an excavation as possible , and using the materials specified in Schedule C of the Special Provisions , and patching the remaining void with the same mix of asphalt concrete as specified for the street surface . e . Manholes to be Adjusted to Grade : Shall be raised or lowered and adjusted in accordance with Section 15-2 .05 A of the State Standard Specifications and with the following Special Pro- visions . The manhole adjustment work shall consist of removing the ring and covers and portions of the manhole cone or shaft within the structural prism of the roadbed , and placing a metal cover over the manholes until the resurfacing is com- pleted . After resurfacing , and prior to seal coat , the man- holes shall be brought to grade , using approved concrete rings and mortar, with as neat an excavation as possible , and the area remaining void , after the ring and cover are set , shall be patched with the same mix of asphalt concrete as the street surface . O. C . S . D . manholes shall be raised or lowered and adjusted to grade in accordance with Orange County Sanitation District Specifications . The Contractor shall contact the Sanitation District for inspection and directions . The Contractor shall furnish and install new ring and covers , conforming to the Huntington Beach Standard drawings or in accordance with the Orange County Sanitation District Standards , on each manhole within the project limits . Salvage value , if any , of the old ring and covers shall belong to the Contractor , or disposal shall be performed in accord- ance with Section 7-1 . 13 of the State Standard Specifications . f. Barricade and Post Removal : The Contractor shall furnish all labor , material , and equipment necessary to remove the barri - cade , posts , and appurtenant hardware , and shall dispose of the components in accordance with Section 7-1 . 13 of the State Standard Specifications . Huntington Central Park Existing Facilities Huntington Beach , California 17B - 3 g . Miscellaneous traffic control signs , warning_ si5_ns , reflect- ors , street name signs , stop signs , and the highway arers as found to be existing in the field and/or indicated on the plans shall be removed , relocated , disposed of, or delivered to the City Yard , as indicated on the improvement plans or as directed by the Engineer. Signs or markers which are to be relocated or delivered to the City Yard shall be removed with due care to protect the sign and post . The Contractor shall be required to replace , with new material at his own expense , any sign or post damaged by his negligence of careful operation . Signs to be relocated shall be stored until the proper time arrives for reinstallation . All work shall be performed as with new signs including cleaning and repainting the post. h . Oil Line Removal : Shall consist , in reality , of an indeter- minate amount of work hereinafter described . Due to the numerous pipe-lines within this project , it is anticipated that there will be found interfering lines , abandoned in place , for which ownership will not be able to be ascer- tained . In the event pipe-lines are found in conflict with grade , the Contractor shall perform the following : ( 1 ) Request the City to determine ownership and request re- moval . ( 2 ) If notified ownership is not able to be ascertained , the Contractor shall : ( a ) Carefully drill to make certain the line is dead and to have an approved plug on hand in the event a live line is drilled . ( b ) Furnish all labor necessary to excavate , cut the line , remove all interfering portions of the pipe- line , load haul , and dispose of the line in accord- ance with Sections 15 and 17-1 . 13 of the State Standard Specifications . All ends of piping to remain in place shall be sealed by the Contractor by welding a steel plate over the end with a full circumferential weld and using plates a minimum 1 /4" in thickness . Salvage value of these lines shall be considered to be the property of the Contractor. ( 3) By submission of a proposal agree to accept the following payment for removal and disposal of lines described in 2 ( b ) above . ( a ) $2 . 00 per lineal foot of lines having a diameter of 6 inches or less . Huntington Central Park Existing Facilities Huntington Beach , California 17B - 4 b 2 per lineal foot of line e( ) . 50$ p s greater than 6 inches in diameter. Huntington Central Park Sanitary Sewer System Huntington Beach , California 17C - 1 SECTION 17C SANITARY SEWER SYSTEM Requirements of the General Conditions and Division 1 of these specifications apply to work of this Section . 1 . EXCAVATION a . General : The line and grade for the sewer line will be established by the Contractor ' s surveyor. Excavation of every description and of whatever substance encountered shall be made to the depth and grade shown on the plans . Care shall be taken to restrict all excavation to the lines and grades shown on the plans , with adequate allowance for clearance around concrete structures . Over excavations , due to Contractor ' s negligence , shall be refilled with well tamped sand and gravel at the Contractor ' s expense . Materials excavated in streets and roadways shall be laid alongside the trench and kept neatly piled so as to cause as little inconvenience as possible to public travel . Pave- ment removals , including concrete , asphalt , or oil mix pav- ings shall be kept separate from dirt removals intended for backfill . All materials excavated from streets and roadways , not required for backfilling, shall be immediately removed and disposed of by the Contractor. No surplus materials shall be dumped on private property unless written permis- sion is obtained from the owner of the property . At street crossings or where existing driveways occur in a street , the Contractor shall make provisions for ditch-cros- sings at these points , either by means of backfills or tem- porary bridges , as the Street Superintendent may direct . Free access must be provided to all fire hydrants , water gates , meters and private drives , and means shall be provided whereby all storm and waste water can flow in the gutters uninterrupted . All excavations shall be supported in the manner set forth in the rules , orders and regulations prescribed by the In- dustrial Accident Commission of the State of California . Sheet piling and other timbers shall be withdrawn in such a manner as to prevent caving of the walls of the excavation . If extra excavation is ordered in writing by the Street Superintendent to obtain suitable foundation conditions for structures , such excavation and materials used to refill the the excavation will be paid for at the contract unit price for aggregate base , which price shall include full compensation Huntington Central Park Sanitary Sewer System Huntington Beach , California 17C - 2 for the excavation and disposal of the unsuitable material and for the furnishing and placing of aggregate base . b . Trenches : Pipe trenches shall be sufficiently straight be- tween manholes to permit the pipe to be laid true to line in the approximate center of the trench . The trench width shall be such as to provide a free working space on each side of the pipe as laid , but the maximum allowable width for pipe trenches , measured at the crown of the pipe , shall be the outside diameter of the pipe , exclusive of the bell , plus 16 inches , and if such maximum allowable width of pipe trench is exceeded for any reason except as shown on the plans , or herein specified , or by the written direction of the Street Superintendent , the Contractor, at his own ex- pense for all material and labor , shall imbed the pipe in Class B concrete as directed by the Engineer. The minimum width of pipe trenches , measured at the crown of the pipe , shall be 12 inches greater than the exterior diameter of the pipe , exclusive of bell , and such minimum width shall be exclusive of all trench timbers . Unless otherwise shown on the plans or specified herein , ex- cavation for the construction of pipelines shall be in open trenches . Sides of trenches shall be kept as nearly verti - cal as possible . Except as shown on the plans , tunneling will be permitted only when necessary to lay pipe under existing structures and then only upon written permission of the Engineer first obtained in each case . Where tunneling is permitted , unless otherwise shown on the plans and if the locations of existing structures permit , open trenching between tunnels shall not be less than 8 feet in length . No tunnel shall be less than 1 foot wider than the external diameter of the sewer pipe . Unless otherwise shown on the plans or herein specified , all 8 inch through 12 inch diameter pipe shall be placed directly upon such foundation material as is encountered in the trench bottom. It is not anticipated that any unstable material will be encountered in the trench bottom, but where- ever such material is encountered , it shall be removed to a depth to be determined by the Engineer and replaced with gravel , allowance for the cost of which shall be as above specified . 4 inch to 18 inch diameter pipe shall be laid on a foundation of 6 inches of No . 3 gravel . 21 inch pipe shall be laid on a foundation of 12 inches of No . 3 gravel . Compensation for this specified foundation shall be included in the unit price bid for the various diameters of pipe to be installed . Huntington Central Park Sanitary Sewer System Huntington Beach , California 17C - 3 Pipe trenches shall not be excavated more than 300 feet in advance of sewer pipe laying, nor left unfilled for more than 700 feet where pipe has been laid , except that greater distances may be permitted by the Engineer. The material through which the trench is excavated shall be dewatered by means of a well point system, or other pumping facilities acceptable to the Engineer to a minimum depth below subgrade of 18 inches . The trenches and other excava- tions shall be kept entirely free of water while sewer pipe or concrete is being placed , and until the concrete or mor- tar has had its final set , or the pipe joints have been completed . Water shall be disposed of in such a manner as not to cause injury to public or private property , nor to be a menace to public health . C . Excavation for Structures : Excavation for all manholes and other structures shall be to the grades shown on the plans and shall be sufficient in size to leave at least 6 inches in the clear between the outer surfaces and the embankment or timbering which may be used to protect them. 2 . BACKFILL a . General : All backfilling shall be done in such a manner as not to move or otherwise injure the pipeline or structures . All backfilling shall be made with suitable material which is clean and free from organic or other objectionable sub- stances . Large rock fragments , stones , boulders , broken concrete pavement or oil cake shall not be used . Backfill shall be compacted by water settling unless otherwise spe- cified herein . b . Pipe Trenching : All field tests shall be successfully com- pleted before any backfill material is placed over the pipe joints . After this testing is completed, the trench shall be backfilled by hand to a minimum depth of one foot over the crown of the pipe with selected material free from lumps or organic matter, placed evenly around and over the pipe of 6 inch layers , and thoroughly compacted by flooding before additional backfill is placed thereon . After this backfill is completed and compacted , the remainder of the backfill shall be made in accordance with Section 19-3 . 06 , Method A, of the Standard Specifications . Whenever tunneling is per- mitted , the space between the pipe and the undisturbed dirt shall be completely filled with sand and gravel or other suitable materials thoroughly compacted . C . Structures : No backfill shall be placed against or around concrete structures until the concrete has been inspected and approved by the Engineer. Unless otherwise directed by t Huntington Central Park Sanitary Sewer System Huntington Beach , California 17C - 4 the Engineer, backfill adjacent to structures shall be com- pacted as specified in Section 3-02 . 2 above . The Engineer may direct that backfill around structures be made in layers not exceeding 8 inches in thickness . Each layer to be com- pacted by moistening and tamping by air or hand tools . Back- fill adjacent to structures extending over ground level shall be brought to a point 6 inches above nominal grade next to the walls of such structures and shall be dressed with a slope away from the walls . 3 . PIPING AND STRUCTURES a . Scope of Work : The work covered by this section includes all of the pipe laying work , structures and appurtenant items in the sewer system of the project. b . Materials : ( 1 ) General : All materials entering into this construction shall be in accordance with the requirements as herein specified . (2 ) Concrete : All concrete work shall be done in accordance with Sections 51 and 90 of the Standard Specifications . Concrete for manhole bases and thrust blocks shall be Class A concrete as outlined in above mentioned Section 51 . ( 3) Mortar: Cement and sand for mortar shall be as specified in Sections 51 and 90 of the Standard Specifications . Mortar for sealing precast manholes or plastering shall consist of one part by volume of cement and two and one- half parts by volume of fine aggregate . The mortar shall be mixed in a suitable mixer or in a watertight mixing box . The materials must be thorough- ly mixed dry until the mass assumes a uniform color and then sufficient water added to give the mixture a proper consistency . No mortar which has begun to set shall be used , and no retempering of mortar will be permitted . (4) Vitrified Clay Pipe : Vitrified clay pipe shall be first quality durable , vitrified , sound, extra strength pipe , consisting of well -burned clay throughout its entire thickness , and must give a clear , metallic ring when struck with a hammar. Pipe may be either salt-glazed or unglazed . If salt-glazed pipe is furnished or re- quired , the pipe must be smooth and the interior sur- faces must be thoroughly glazed. All pipe , except as herein provided , shall be socket pipe . Huntington Central Park Sanitary Sewer System Huntington Beach , California 17C - 5 Pipe ends shall be square with the longitudinal axis and sockets shall be true , circular , and concentric with the bore of the pipe . Pipe shall be scarified on the inside of the socket over the entire depth , and on the outside of the spigot for a corresponding depth . This scarification shall be approximately at right angles to the axis of the pipe . The length of sections of straight pipe , wyes and tees , of all sizes , exclusive of socket depth , shall be not less than 5 feet except that for special purposes , short- er length may be furnished . Wyes , tees , bends , and all special shapes shall satisfy the same strength requirements as those for the pipe to which they are joined . Branches shall be furnished with the connection of the sizes shown on the plans , secure- ly and completely fastened to the barrel of the pipe in the process of manufacture . This shall be accom- plished by fusion during vitrification in the case of salt-glazed vitrified clay pipe of any size , and in the case of unglazed vitrified clay pipe 18 inches or less in diameter. In case of unglazed vitrified clay pipe 21 inches or more in diameter, fusion during vitrifica- tion will not be required . However, in addition to other fastening materials of unit strength equal to the unit strength of the material of the pipe , there shall be a reinforcing collar of cement mortar around the outside of the joint and there shall be no exposure of cement mortar on the interior surface of the pipe . Tee branches shall have their axis perpendicular to the longitudinal axis of the pipe . Wye branches shall have their axis approximately 45° , unless otherwise specified on the plans , to the longitudinal axis of the pipe , measured from the socket end . All branches shall ter- minate in sockets and the barrel of the branch shall be of sufficient length to permit making a proper joint when the connecting pipe is inserted in the branch socket . A stopper consisting of a disk of the same material as the pipe , 3/4 inch thick and fitting snugly into the socket of the pipe branch , shall be furnished with each wye or tee branch . Dimensions and permissible variations of dimensions of all vitrified clay pipe and fittings shall conform to the standards of the National Clay Pipe Institute (Western Division ) . Before being used in any work covered by these specifi - cations , pipe shall be subjected to and shall meet the requirements of the following hydrostatic pressure tests Huntington Central Park Sanitary Sewer System Huntington Beach , California 17C - 6 and loading tests : The hydrostatic pressure test shall precede the loading test by not less than 1 hour or more than 3 hours , and shall be applied to all specimens received for testing in each size and class of pipe . When subjected to an internal hydrostatic pressure of 10 pounds per square inch for 7 minutes , the accumulated moisture on the exterior surface of the pipe shall not run down the sides in such quantity that it will exceed ten milli - liters . The loading test shall be a three edge bearing test or sandbearing test conforming to ASTM Standard Specification C-13-35 , Clay Sewer Pipe , with all subse- quent amendments thereto . All pipe , fittings and specials shall be clearly marked with the name of the manufacturer, or with a trade mark of a size and type which shall be filed with the En- gineer. The manufacturer shall stamp or paint clearly on each pipe or section a mark indicating the class of pipe . ( 5 ) Joints for All Vitrified Pipe : Factory applied compres- sion joints shall be useda they shall conform to specifications set forth herein . Compression joints , shall be of an approved type of interlocking , resilient , mechanical compression joints , formed on the pipe in the factory , and made to meet the specifications and appro- val of the National Clay Pipe Research Corp . The joints to be employed shall be "Wedge-Lock" , manufactured by Pacific Clay Products , or approved equal . Handling and installing of compression joint pipe shall be in strict accordance with manufacturer ' s directions . ( 6 ) Precast Concrete Manhole Sections : Precast concrete manholes where called or on the plans shall be in- stalled in accordance with the details and at the loca- tions shown on the plans in accordance with the specifi - cations listed herein , with the Huntington Beach Stan- dard Drawings , and with the specifications of the County Sanitation Districts of Orange County , where applicable . All precast concrete manholes shall be of design con- forming to the Standard 48-inch inside diameter. Man- holes shall be straight sided or eccentric cone as manu- factured by Associated Concrete Products , Inc . or approved equal . Manhole bases and installation shall be constructed in accordance with the details on the plans and specifica- tions contained herein . Huntington Central Park Sanitary Sewer System Huntington Beach , California 17C - 7 Manhole walls interior and exterior including pipe en- trances and exits shall be plastered where necessary after installation to obtain a smooth , uniform and watertight surface throughout the structure . ( 7) Castings : All castings for manhole heads , frames , covers and other purposes shall be of tough gray iron , free from cracks , holes , swells and cold shuts , of work- manlike finish , and made in reasonable agreement with the details shown on the plans . All castings shall meet the requirements of Class No . 30 of the ASTM Standard Specifications , A48-48 , Gray Iron Castings , with any subsequent amendments thereto . Before leaving the foundry , all castings shall be thor- oughly cleaned and subjected to a hammer inspection , after which they shall be painted with at least one coat of bituminous paint . The manhole covers and frames shall be Model A-1170 Standard Sewer or Storm Drain Manhole head manufactured by Alhambra Foundry Co . Ltd . Manhole covers shall have raised block-tread design with 1 -1 /4" x 1 -1 /34" slot and a minimum of 1 inch diameter hole for lifting and vent purposes . ( 8) Steps and Ladders for Under round Structures : Steps and ladders for manholes , junction chambers , flushing man- holes , and other underground structures shall be made of 3/4" round galvanized iron bars . Steps shall be 14 inches wide with rungs of the steps shall be 4 inches from the face of the masonry of the manhole or other structure . Steps shall be placed at intervals of 16 inches with the last step no more than 24" from the bottom of the man- hole or other structure and the top step placed imme- diately under the manhole cover frame . They shall be firmly anchored into the wall of the manhole or other structure in which they are placed . 4 . PIPE LAYING a . General : All pipe shall be laid without break , upgrade from structure to structure , with the socket end of the pipe up- grade . Pipe shall be laid true to line and grade , with a uniform bearing under the full length of the barrel of the pipe and suitable excavation shall be made to receive the bell of the pipe . Where any portion of the sewer is located within 10 feet of any trees , the removal of which is not included in the con- tract , the joints of the pipe shall be entirely encased in Huntington Central Park Sanitary Sewer System Huntington Beach , California 17C - 8 4 inches of Class B Concrete , but no additional compensation for the placing of such concrete will be allowed . Walling on , moving , or otherwise injuring the pipeline in any manner after the joints have been made will not be permitted. b . Pipe Laying and Jointing : Before any pipe is placed , the sub- grade shall be prepared in conformance with Section 3-08-3 . All adjustments to line and grade must be made by scraping or filling the earth under the line of the pipe , and in no case by wedging or blocking up the bells . All pipe shall be carefully cleaned , and any lumps or projections on the faces of the spigot ends of shoulders shall be cut away before the pipe is lowered into the trench . The faces of the spigot ends and of the shoulders shall be brought into fair contact , and the pieces shall be fitted together and matched in laying so that there will be no uneveness along the lower inside half of the pipe . Whenever the work ceases for any reason , the end of the sewer shall be closed with a tight fitting plug or cover. The interior of the sewer shall be kept free from dirt and foreign materials as the work progresses , and left clean at its completion . 5 . MANHOLES , JUNCTION CHAMBERS These structures shall be built of precast concrete sections , as shown on the plans . They shall be built into the sewer at the places and to the line , dimensions and grades shown on the plans , and shall conform in size , shape , and to the details shown , and in accordance with these specifications . Pipe branches to lateral sewers shall be built into the structures where shown on the plans , with the outer ends to be closed as specified . In laying pipe up to structures , no pipe shall be allowed to project beyond the inside of the walls of the struc- tures , and in no case shall the bell of the pipe be built into the wall of the structure . The invert channel shall be smooth and accurately shaped to a semi -circular bottom conforming with the inside of the adjacent sewer sections ; or manhole inverts may be constructed by laying full section sewer pipe straight through the manholes and break- ing out the top half after the base is constructed . Changes in sizes and grades shall be made gradually and evenly . Changes in the direction of the sewer and entering branches shall have a true curve of as large a radius as the size of the manhole will permit . 6 . TEST FOR LEAKAGE Unless excessive ground water is encountered , each section of sewer between two successive structures shall be tested for leak- age by closing the lower end of the sewer to be tested and the Huntington Central Park Sanitary Sewer System Huntington Beach , California 17C - 9 and the inlet sewer of the upper structure with stoppers , and filling the pipe and structure with water to a point 4 feet above the invert of the open sewer in the upper structure . Test for leakage shall be conducted after the pipeline has been backfilled to a point 1 foot above the crown of the pipe as specified herein , and before the balance of the backfill has been placed . The allowable leakage will be computed by the formula : D = 0 . 0004 X L X V H D - is the allowable drop in feet per minute in height of the water in the upper structure . L - is the length in feet of the sewer tested , not including the length of house connections entering the sections being tested . H - is the difference in elevation , in feet , between the invert of the closed sewer in the lower structure , and the surface of the water in the upper structure , or the head of water on the invert at closed end of sewer. If the leakage , as shown by the tests , is greater than allowed by the formula , the pipe shall be overhauled and relaid , if nec- essary , until the joints shall hold satisfactorily under this test . 7 . CLEANING PIPELINE After the pipeline has been tested for leakage and has been approved by the Engineer , all pipelines and all structures shall be completely flushed and cleaned of all loose mud , cement , and any other loose or objectionable material . The pipeline flush- ing work shall be done with a Wayne Sewer Ball of proper size and shall be done in accordance with the manufacturer ' s recommenda- tions and to the satisfaction of the Engineer. Huntington Central Park Storm Drain Facilities Huntington Beach , California 17D - 1 SECTION 17D STORM DRAIN FACILITIES Requirements of the General Conditions and Division 1 of these specifications apply to work of this Section . 1 . DESCRIPTION OF WORK The work to be done under this schedule consists , in general , of the furnishing of all labor , materials , and equipment necessary to construct and install storm drain piping ; Portland cement concrete headwall , and appurtenant storm drain facilities . This work shall be performed in accordance with Sections 19 , 51 , 52 , 55 , 65 , 66 , 70 and 90 of the State Standard Specifications , in conform- ance with the requirement of the State Permit , and in accordance with the following specifications . 2 . CONSTRUCTION DETAILS a . Existing Facilities : The Contractor shall furnish all labor, material , and equipment necessary to remove , relocate , sal - vage , dispose of, or protect in place all existing facilities indicated on the plans , found to be existing in the field , or hereinafter described . The facilities consist of, but are not limited to the following : ( 1 ) Asphalt concrete pavement removal , as indicated on the improvement plans , shall be removed from the job site and disposed of in accordance with Section 15 and 7-1 . 13 of the State Standard Specifications . Removal which occurs adjacent to pavements which are to remain in place , shall be performed to a neatly trimmed saw-cut edge . The Contractor will be allowed to elect a two step process , first by making an initial rough cut by machinery or pavement breakers and second by performing the saw cutting immediately prior to laying down the planned asphalt concrete work . The removal is estimated to be 3 to 4 inches in thickness , however , no additional com- pensation will be allowed should thickness prove to be greater , nor if subsequent layers of AC or PCC pavement are encountered . ( 2 ) Removal , salvage , disposal , and/or relocation of fencing , gates , barricade , guardrail , posts , paddles , and infor- mation or warning signs shall consist of furnishing all labor , material , and equipment necessary to perform that work indicated on the plans in accordance with Section 15 of the State Standard Specifications . Facili - ties which interfere with the work that are to remain Huntington Central Park Storm Drain Facilities Huntington Beach , California 17D - 2 in place upon completion of the project shall be care- fully removed , stored , and replaced. during clean-up operations . ( 3 ) Public Utilities : The Contractor, by submission of a bid for this project shall be deemed to be aware of the existence of public utility facilities in close proxi - mity to the work ; and shall provide all necessary pre- cautions to protect the facilities in place . Any and all construction necessitating for any utility company to brace , hold , relocate , or deenergize any facility shall be considered to be for the benefit of the Con- tractor, and costs therefore shall be the Contractor ' s responsibility , and no additional compensation will be allowed. b . Clearing and Gruubb_in9 : Shall consist of removing all ob- jectional material from the right of way and shall be done in accordance with Section 16-1 .01 to 1 .04 of the State Standard Specifications . This work shall be considered to be those items of objectional material removal not described in Section 2A of these Special Provisions . C . Watering : Shall consist of furnishing and applying all water required for the compacting of original ground , embankment material , base material , and for laying dust caused by grad- ing operations , and shall be done in accordance with Sections 10-1 . 01 and 17-1 . 02 of the State Standard Specifications and shall include the development of water supply. The Contractor shall make arrangements with the Huntington Beach Water Department for locations to get construction water . Payment for water and the method for measurement must be arranged for prior to taking any water from the Huntington Beach system. Any fire hydrant used for service must be supplied with an approved eddy valve and inspected by the Water Department before actual use . Final acceptance of the project will be delayed until the Director of Public Works has confirmation , from the Water Superintendent , that the Contractor has made payment for all water supplied from the City system. d . Concrete Structures : ( 1 ) General : Concrete structures shall conform to Sections 19 , 51 , 52 and 90 of the State Standard Specifications and shall also conform to the plan details and to the pertinent Huntington Beach Standard Drawings . Concrete for all structures shall be Class A proportioned to produce a minimum strength of 3000 PSI in 28 days . All structures shall be constructed within excavations sufficiently prepared to permit proper forming of the Huntington Central Park Storm Drain Facilities Huntington Beach , California 17D - 3 facility in conformance with the plan , detail , or stan- dard dimensions . In no case shall structure walls be poured against soil . ( 2 ) Earthwork : This work shall include all excavation , de- watering , shoring , removal and disposal of objectionable materials , backfill , compaction , and loading and haul - ing of surplus earth to the stockpile areas . This work shall conform to these Special Provisions and to Section 19 of the State Standard Specifications . ( 3) Concrete Structure Workmanship: This work shall include all materials , labor, and equipment necessary to form, place reinforcing steel , place bedding , pour concrete , form removal , finish concrete , placement of tops or covers , pointing and sacking concrete , and clean-up . This work shall conform to Section 19 , 51 , 52 , 54 , 60 and 90 of the State Standard Specifications , to the im- provement plans , to the Huntington Beach Standard Draw- ings , and to these Special Provisions . (4 ) Brick and Mortar closure of openings indicated on the plan shall be constructed during clean-up operations , after all testing and necessary repairs to any section of pipe-line or structure work have been completed . The brick and mortar closures shall be 6" to 12" in thickness within the entire opening and shall be con- structed so as to prevent water, silt, or debris from entering the structure , from the outside . Brick and mortar bulkheads within ends of concrete piping shall be a minimum thickness of 12 inches and shall be con- structed so as to be watertight under full pipe head . e . Reinforced Concrete Pipe Construction ( 1 ) Earthwork : ( a ) General : The work covered by this section is all of the excavation , embankment , backfill compaction and other earthwork required for the construction shown on the plans and specified herein . This work shall conform to Section 19 and to these Special Provisions . Excavation shall include the removal of all water and all materials or obstructions of any nature which will interfere with the execution of the work . ( b ) Excavation : The line and grade for the pipe-lines will be established by the Director of Public Works . Excavation of every description and of whatever Huntington Central Park Storm Drain Facilities Huntington Beach , California 17D - 4 substance encountered shall be made to the depth and grade shown on the plans . Care shall be taken to restrict all excavation to the lines and grades shown on the plans , with adequate allowance for clearance around concrete structures . Over-excava- tions due to Contractor ' s negligence shall be refilled with well tamped sand and gravel at the Contractor ' s expense . Materials excavated in streets and roadways shall be laid alongside the trench and kept neatly piled so as to cause as little inconvenience as possible to public travel . Pave- ment removals including concrete , asphalt , or oil mix pavings shall be kept separated from dirt re- movals intended for backfill . All materials ex- cavated from streets and roadways , not required for backfilling , and objectionable materials shall be immediately removed and disposed of by the Con- tractor. At street crossings or where existing driveways occur in a street , the Contractor shall make pro- vision for ditch-crossings at these points , either by means of backfills or temporary bridges , as the Director of Public Works may direct. Free access must be provided to all fire hydrants , water gates , meters and private drives , and means shall be pro- vided whereby all storm and waste water can flow in the gutters uninterrupted . All excavations shall be supported in the manner set forth in the rules , orders and regulations prescribed by the Industrial Accident Commission of the State of California . Sheet piling and other timbers shall be withdrawn in such a manner as to prevent caving of the walls of the excavation . If extra excavation is ordered in writing by the Director of Public Works to obtain suitable founda- tion conditions for structures , such excavation and the materials used to refill the excavation will be paid for at the rate of three dollars ( $3 . 00) per ton of bedding and shall be considered to be full compensation for the excavation , disposal , furnish- ing and placement of bedding , backfill , and com- paction . Pipe trenches shall be sufficiently straight to permit the pipe to be laid true to line in the center of the trench . The trench width shall be such as to provide a free working space on each side of the pipe as laid . Huntington Central Park Storm Drain Facilities Huntington Beach , California 17D - 5 Material through which the trench is excavated shall be de-watered by means of wellpoint system, or other pumping facilities acceptable to the Director of Public Works , to a minimum depth below subgrade of 18 inches . The trenches and other excavations shall be kept entirely free of water while pipe or concrete is being placed , and until the concrete or mortar has had its final set , or the pipe joints have been completed . Water shall be disposed of in such a manner as not to cause injury to public or private property nor to be a menace to public health . Excavation for all structures shall be to the grades shown on the plans and shall be sufficient in size to leave at least 6 inches in the clear between the outer surfaces and the embankment or timbering which may be used to protect them. Granular sand or gravel bedding shall be as detailed on the plans and shall be under all pipe and struc- tures . A minimum bedding of 6 inches shall be under all structures and pipes . The bedding shall continue above the pipe inverts as detailed on the plans . Compensation for all bedding shall be in- cluded in the unit price bid for the supported pipe or structure . ( c) Backfill : All backfilling shall be done in such a manner as not to move or otherwise injure the pipe- line or structures . All backfilling shall be made with suitable material which is clean and free from organic or other objectionable substances . Large rock fragments , stones , boulders , broken concrete pavement or oil cake shall not be used . Backfill shall be compacted by water settling unless other- wise specified herein . No backfill shall be placed against or around con- crete structures until the concrete has been in- spected and approved by the Director of Public Works . Unless otherwise directed by the Director of Public Works backfill adjacent to structures shall be compacted in accordance with Section 19 of the State Standard Specifications . Backfill around structures shall be made in layers not exceeding eight inches in thickness , each layer to be com- pacted by moistening and tamping by air or hand tools . Backfill adjacent to structures extending above ground level shall be brought to a point six inches above nominal grade next to the walls of such struc- tures and shall be dressed with a slope away from the walls . Huntington Central Park Storm Drain Facilities Huntington Beach , California 17D - 6 (2 ) Piping and Structure Construction: ( a ) General : All piping shall be in accordance with Section 65 of the State Standard Specifications , these special provisions , and in accordance with the D-loads indicated on the improvement plans and/or proposal . The interior of the pipe shall be kept free from dirt and other foreign material as the pipe laying progresses . Care shall be taken to make certain that pipe after proper cleaning remains clean . Open ends shall be plugged or covered when work is stopped at night, or for any other reason left unattended . Any pipe which is not in true alignment or shown any undue settlement after laying , shall be taken up and relaid at the Contractor ' s expense . No pipe shall be laid which is damaged, cracked, checked , or spalled or has any other defect beyond the specifications tolerances , and all such sections shall be permanently removed from the work. In cases where pipe is laid in sheeted trench and bedded on a concrete cradle , that portion of sheet- ing shall be removed , and the voids left due to said removal shall be completely backfilled as specified for the backfill at that location . All pipe trench and structure compaction shall be in accordance with Section 19 except in lieu of sand equivalent requirements , native material may be used from surplus excavation at other locations of this contract, or imported with no additional compensation due . ( b ) Joints : [1 ] Cement Mortar: The cement mortar shall be composed of one part Portland Cement and two parts of clean sand . The consistency of the joint mortar shall be such that it will adhere readily to the pipe and can easily be squeezed out at the joints . All mortar shall be used within 30 minutes after mixing with water and all parts of the pipe to be in contact with mortar shall be washed clean and thoroughly wetted to insure proper bond . [2] Tongue and Groove Self-Centering Joints : Com- plete circumferential mortaring of outside joints will be required . Use of pouring diapers Huntington Central Park Storm Drain Facilities Huntington Beach , California 17D - 7 and bands shall be done in such a manner so as to prevent air locks and to insure complete annular filling with mortar. In all cases the entire depth of the finished inside joint shall be filled with mortar in such a manner as to insure a strong water tight joint . f. Corrugated Metal Pipe Facilities : This work shall consist in the furnishing , fabricating , and installation of the corru- gated metal pipe and drop inlet with grate as indicated and detailed on the plans . All work shall conform to Sections 19 , 52 , 55 , and 66 of the State Standard Specifications and to these special provisions . g . Traffic Control : This work shall consist of providing for, and maintaining provisions for, public traffic through the construction area at all times , unless otherwise specified in other provisions shall be in accordance with Sections 4-1 . 04 , 7-1 . 08 , 7-1 . 09 , 7-1 . 095 and 7-1 . 12 of the State Division of Highways . All construction signing shall be in accordance with Section 7-1 . 09 of the State Standard Specifications which refer to the current Manual of Warning Signs , Lights , and Devices for use in Performance of Work upon Highways , issued by the Department of Public Works , Division of Highways , State of California . h . Final Clean-up : The Contractor shall , upon completion of the work covered by this schedule , clean all occupied areas of surplus materials , debris , and shall leave the job site in a condition satisfactory for the next scheduled contract phase . A final project clean-up including cleaning of all silt, debris , and unused, or other materials shall be required to be performed within all facilities covered by this section . i . Finishing Roadway: Finishing roadway work shall consist of final clean-up of the job of all rubbish , excess materials , temporary structures , and equipment and other similar clean-up or grading work shall be done in accordance with Section 22 of the State Standard Specifications . 3 . MISCELLANEOUS AND APPURTENANT WORK The Contractor shall furnish all labor, material , and equipment necessary to perform all miscellaneous , related , and appurtenant work necessary to deliver this system complete in place; includ- ing , but not limited to , the following work indicated on the plans or necessitated by the construction . Huntington Central Park Storm Drain Facilities Huntington Beach , California 17D - 8 a . Grading of ditches shall be performed to provide inlet and outlet to and from the facilities indicated on the plans and/ or listed on the proposal . These include all CMP sections , catch basins , and the channel entry structure . b . Reshaping shoulders shall be performed to leave all shoulders and roadside flowlines in a condition equal to or better than that prior to construction of this contract work . C . Replacement of paved surfaces shall consist of the furnishing and placement of base , asphalt , and liquid coats after the completion of sawcutting , pipe and structure installation , backfill , and compaction ; and shall conform to the following: ( 1 ) Appropriate sections of the State Standard Specifications . ( 2 ) Prime coat to be MC-250 at . 2 gallon per square yard. ( 3 ) Asphalt concrete to be 4 inches in thickness , Type B-3/4" maximum - 85-100 penetration . (4 ) Paint binder to be SS1 -grade 60-70 emulsion . 1 gallon per square yard . ( 5 ) Seal coat to be SSlh- at . 1 gallon per square yard . d . Payment for all items of work described by this section shall be included in the unit prices bid for the various items of work listed on the proposal and no additional compensation will be allowed . Huntington Central Park Private Oil Line Relocation Huntington Beach , California 17E - 1 SECTION 17E PRIVATE OIL LINE RELOCATION Requirements of the General Conditions and Division 1 of these specifications apply to work of this Section . Relocation of two private owned pipelines lying within the Central Park boundaries by virtue of a prior right easement . 1 . SCOPE The Contractor shall perform all work necessary to lower and relocate the lines in accordance with the following special provisions . 2 . GENERAL The existing lines are to be lowered in as near present align- ment as possible , and under service conditions . This work has to be performed in complete satisfactory cooperation with the owner , the Standard Oil Company , and with exacting time sche- dules . 3 . COOPERATIVE WORK There are elements of the project which will be performed by Standard Oil forces or their own contract and basic phases are listed below . a . Park Contractor Responsibilities : ( 1 ) Excavation , dewatering , backfill , and compaction . (2 ) Support and protection of lines until actual lowering is scheduled. ( 3 ) Cooperate with Standard Oil to lower one line at a time , and upon the day or days so permitted or directed . ( 4 ) Pay any re-wrapping charges by Standard for sections of pipe protection coating damaged by relocation opera- tions . b . Standard Oil Company Responsibilities : ( 1 ) Select lowering timetable . ( 2 ) Close appropriate valves and provide vacuum trucks to void the line of product . Huntington Central Park Private Oil Line Relocation Huntington Beach , California 17E - 2 ( 3 ) Furnish and install any pipe necessary to adjust lengths necessitated by the lowering . (4 ) Perform all cutting , welding , fittings and pressure testing to make the tie ins at each end. 4 . SPECIFICATIONS The Contractor shall perform all work in accordance with the State Standard Specifications , sections 6 through 19 inclusive ; and in accordance with the below special provisions which are excerpts from Standard Oil Specification-PL-6200 . a . Welding by Standard Oil Company: ( 1 ) Welders Test : All welders must pass a welding test to be given at El Segundo Refinery before beginning work on these pipe lines . Time spent by welders in taking tests shall be paid for by Contractor. ( 2 ) X-Rays : Contractor shall pay for X-ray inspection of 25% of all welds . In the event that more than one weld of every ten tested shall prove defective , all remaining welds shall then be required to pass an X-ray inspection . All welds found defective shall be cut out and the new welds shall be X-ray inspected . b . Hydrostatic Testing of Lines b Standard Oil Compa : Hydrostatic test pressures shall—b233U PSI on n+ine and 2060 PSI on 8" lines . C . Backfilling : No backfilling shall be done by Contractor without first obtaining approval of Standard Oil Company Field Representative . If a portion of line is backfilled without Standard Oil Company ' s approval , said Company reserves the right to require that the pipe be uncovered for examina- tion and re-backfilled at Contractor ' s expense . d . Tie- In to Existing Line : Contractor shall notify Company at least 72 hours in advance of his scheduled tie-ins to exist- ing lines so that said lines may be made ready for shutdown . Said notice shall be made for each line . Not more than one line may be taken out of service at any one time . The oil lines shall be restored to operational status within 48 hours of scheduled shutdown time . e . General : ( 1 ) Scope : This specification covers the general require- ments for the construction of welded steel pipe lines . Huntington Central Park Private Oil Line Relocation Huntington Beach , California 17E - 3 Details concerning any specific pipe line are provided in a particular specification applying to that line, herein referred to as PROJECT DATA. The specific in- structions contained in PROJECT DATA shall prevail over any conflicting provisions of this specification . (2 ) Work to be Done by Contractor: Except as may be spe- cifically provided herein to be furnished or performed by Company , Contractor shall furnish and perform all labor and supervision , and furnish all equipment, fuel , power, supplies , tools and material necessary for the prosecution of the work and completion of the entire pipe line and all appurtenances thereto, it being the purpose of this specification to provide for the com- plete installation of a finished pipe line ready for service . ( 3 ) Work to be Done by Company: This specification provides that Company will furnish and perform certain items , which are summarized below: Materials : Company will furnish only those materials specified above . Company Field Representative : Company will notify Contractor in writing the name(s ) of Company ' s field representative ( s ) as specified in paragraph 1 . 04 . Material Delivery Schedule : Company will supply mater- ial delivery schedule as specified in paragraph 1 . 05 . Measurement: Company will furnish the results of the inventory survey of the line , if needed, as specified in paragraph 1 . 071 . Construction Staking: Contractor will perform con- struction staking as specified . Right of Way: City and Company will arrange for right of way as necessary . Existing Pipe Lines and/or Structures : Company will pro- vide information on existing lines and/or structures as specified in paragraph 2 . 06 . Damages : Company will be responsible for payment of damages to be borne by Company as specified in para- graph 2 . 08 . Notification of Arrival : Company will notify Contractor on arrival of materials as specified in paragraph 3 . 031 . a Huntington Central Park Private Oil Line Relocation Huntington Beach , California 17E - 4 Tests of Welders : Company will pay for testing of cer- tain welders as specified in paragraph 6 . 02 . Tests of Welds : Company will furnish testing informa- tion and instruments as specified in paragraph 9 . 042 . Repairs_ or Replacement of Defective Material : Company will provide for repairs or replacement of defective materials as specified in paragraph 9 . 05 . (4) Company ' s Field Representative : Company ' s Superintend- ent will notify Contractor in writing the name(s ) of Company ' s field representative(s ) . Contractor shall make all contacts in the field with Company ' s field re- presentative (s ) who shall be the only Company employee authorized to administer the contract in the field. Con- tractor shall refer all requests received from others to Company ' s field representative (s ) for approval . Work performed on requests that are not approved by Company' s field representative( s ) shall be at the expense of Contractor. ( 5 ) Contractor ' s Construction Schedule : Prior to starting construction , Contractor shall prepare a construction schedule in consultation with Company ' s field represent- ative . This schedule shall be co-ordinated with delivery schedules for pipe and other material being furnished by Company . After commencement of construction , Contractor shall revise this schedule once a week to indicate current actual progress and anticipated rates of progress to date of job completion as specified by the contract . (6 ) Sequence of Work : Unless otherwise specified in PROJECT DATA the wort may proceed in the sequence most conven- ient to Contractor consistent with completion of the project on or before the completion date specified in the contract, and consistent with scheduled material de- liveries and procurement of rights of way . ( 7 ) Contractor ' s Facilities : Contractor shall provide any offices , warehouses , or corporation yard sites he may need for his operation . f. Operations : All construction activities along the pipe line route , including the stringing of pipe , shall be con- fined to the width of the right of way unless deviation is authorized by Company . g . Clearing Right of Way: Contractor shall clear right of way by removal of all timber and brush , level with the ground surface . Contractor shall grub or otherwise remove all stumps in way of the ditch . Huntington Central Park Private Oil LIne Relocation Huntington Beach , California 17E - 5 h . Existing Pipe Lines and/or Structures : Where ditching or any other work parallels or crosses previously installed pipe lines , structures , or facilities either owned by Company or others , extreme care shall be exercised by Contractor at all times . Contractor shall not operate equipment over existing pipe lines when ground is soft or wet or otherwise hazardous to the pipe line . If extensive grading is required , all underground lines and structures shall be exposed by hand excavation before clearing the right of way. Although Com- pany will use its best efforts to provide Contractor with such information as Company has available as to locations of existing pipe lines , power lines , conduits , cables , struc- tures or facilities not otherwise apparent , Company will not be responsible for the accuracy or completeness of such in- formation or for any omission to provide such information . Contractor shall be solely responsible for locating all existing pipe lines , cables , power lines , conduits , struc- tures or facilities before performing work hereunder. In case Contractor damages or breaks any of said pipe lines , structures or facilities , Contractor shall be liable for all damages or losses , including product losses and pipe line shutdown time costs , and shall fully indemnify and hold Company harmless from any attendant personal injury or pro- perty damage claims as provided in section 5 of Terms and Conditions . i . Public Relations : Contractor shall co-operate whole- heartedly with Company in maintaining good public relations . j . Damages : Contractor shall pay for or repair all damages to fences , hedges , streets , roads , driveways , curbs , gutters , sidewalks , bridges and other structures ; and Contractor shall pay for any loss of or damage done to or by any livestock which escapes through any fence or gate left open or in- securely closed , and for any damage to livestock resulting from performance of the work . Except as provided in the previous sentence , damages to real property across which the right of way for the pipe line is located , crops on such pro- perty , and personal property located thereon will be paid for by Company to the extent , but only to the extent , such damage results from performance of the work in a reasonable manner without negligence . Work left partially completed for an excessive period of time will be considered performed with negligence . An elapsed time of over 10 calendar days between clearing of right of way or pipe stringing , whichever is first , and final cleanup for any section of the line in tillable land or developed areas will be considered exces- sive . Contractor shall be liable for all other damage as provided in Section 5 of the Terms and Conditions . Huntington Central Park Private Oil Line Relocation Huntington Beach , California 17E - 6 k . Contractor ' s Damage Representative : Contractor shall notify Company in writing the name of Contractor ' s damage represent- ative prior to construction and immediately upon any subse- quent change . Contractor ' s damage representative shall be available to accompany Company ' s field representative or his designated damage representative to settle all claims covered by paragraph j . for which Contractor is liable , and shall have authority to negotiate and to agree to damage settlements in the name of Contractor. On those sections of the line in cultivated or developed areas where a considerable amount of such damage claims are anticipated , Contractor ' s damage re- presentative shall not be his construction foreman nor his insurance company representative and shall be on the job continuously with duties including , but not necessarily limited to , the following : ( 1 ) Make preliminary arrangements with property owners to minimize damage and interference with Owner' s normal use of lands and appurtenances . (2 ) Arrange for access to right of way . ( 3) Make sure fences are in repair and gates are kept closed . (4 ) Expedite completion of right of way cleanup . ( 5 ) Accompany Company ' s field representative or his desig- nated damage representative as requested to settle all such claims which may involve Contractor. 1 . Furnishing Of: Company will furnish only those materials specified . All other materials shall be furnished by Con- tractor . M. Delivery and Handling: Pipe , and other materials furnished by Company will be delivered to the points and in the manner necessary . n . Ditching : ( 1 ) Character : The ditch shall be of sufficient width and in such alignment as to permit laying the pipe therein without straining the pipe and without injury to pro- tective coatings . The bottom of the ditch shall be free of debris or any foreign material which might damage protective coatings , and it shall be so graded or padded that it will afford uniform bearing to the pipe throughout its length . A "padding" of 3 or more inches of loose backfill will be considered desirable but will not be required in normal tillable soil . How- ever , such padding will be required wherever rock is Huntington Central Park Private Oil Line Relocation Huntington Beach , California 17E - 7 encountered in the bottom of the ditch . This padding may not contain clods or rocks if their diameter exceeds one-half the thickness of the padding . ( 2 ) Depth of Cover: The ditch shall provide a minimum cover between the top of the pipe and the mean surface of the ground of 36" . Where additional coverage is required by unforeseeable cause , Contractor shall provide the coverage required . ( a ) Streams : When streams , ditches , washes , and gullies are not to be spanned , the ditch shall be dug so that the pipe will gradually rise away from the lowest point . Sharp overbends adjacent to such crossings shall not be permitted. The minimum cover in beds of streams shall be three ( 3) feet. ( b ) Depth of Cover Where Rock is Encountered : Depth of cover may be reduced by Company where the following conditions co-exist for a given section of line: a) The land is not under cultivation and in the opinion of the Company will not be cultivated in the future ; b) Continuous rock is encountered in the right of way for distances greater than 100 feet . In this case , Company may require suitable hold-down anchors , which shall be installed by Contractor at no additional cost to Company . ( 3) Hand Ditching : In all cases where shrubbery , trees , or valuable growing timber is encountered in the right of way , and in any locations where , in the opinion of Company , the use of trenching equipment may result in unnecessary damage or injury to property , the ditch shall be excavated by hand at no extra cost to Company. Where pipe line crosses existing pipe lines or parallels existing pipe lines at a clear spacing of less than 18 inches , Contractor shall locate and expose these existing pipe lines by hand excavation . o . Laying : ( 1 ) General : The pipe line shall be formed and laid in such a way that it will at all points and by its own weight conform to the bottom of the ditch at the tie-in tem- perature range specified . (2 ) Skids : Skids of sufficient strength , size and number shall be supplied to support the pipe over the ditch or alongside the ditch without collapsing the ditch . Spe- cial skid pads , as approved by Company , shall be placed between the skids and coated pipe to hold coating damage to a minimum. The spacing of the skids shall be such Huntington Central Park Private Oil Line Relocation Huntington Beach , California 17E - 8 that high load on individual skids does not cause coat- ing damage and so that if required, slack loops may be made in the line . ( 3 ) Unattended Sections : Open ends of sections of pipe line when unattended , shall be effectively closed or plugged immediately after being completed by using a "night cap" or wood plug approved by Company. ( 4) Welded Pipe : When laying welded pipe having a raised longtitudinal seam , the pipe shall be aligned and welded so that the seam will be located on the upper surface of the pipe and within 30 degrees of top center. Success- ive joints shall be rotated to right or left to avoid aligning the seams in adjacent joints . ( 5 ) Lowering: Pipe shall not be lowered into the ditch until all protective coatings have been applied and satisfac- torily tested , and all scrap material has been removed from ditch . The pipe line shall be lowered into the ditch in such a manner that the proper amount of slack is secured . This shall be accomplished by a) lowering the pipe into the ditch only when the pipe temperature is between 50OF and 85°F , or by b) leaving slack loops . Slack loops shall be provided by placing the pipe over skids placed across the top of the ditch . The proper amount of slack to be provided shall be determined by Company . Contractor shall , at his own expense , cut out any extra slack from the line and weld the resulting two ends of the line together. (6 ) Streets , Roads , Highways and Railroads : All work within streets , roads , highways , railroads and other traveled routes shall conform to the requirements of the authori - ties having control over the use of such rights-of-way . Except as separately specified , Contractor shall conform to such requirements as part of his regular work , without extra compensation . ( 7 ) Rivers , Ditches , Creeks and Canals : All work within rivers , ditches , creeks , canals and other water courses shall conform to the requirements of the authorities having control over such water courses . Except as separately specified , Contractor shall lay the pipe line therein and conform to such requirements as part of his regular work , without extra compensation . If casing is required , it shall be installed as specified . If the crossing is to be made over the channel , required pipe line supports shall be constructed as necessary . Huntington Central Park Private Oil Line Relocation Huntington Beach , California 17E - 9 p . Protective Coatings : The type of protective coating , if any , to be used on the various sections of the line will be as specified in PROJECT DATA. Contractor shall take special care in handling Somastic Coated Pipe or other "shop" coated pipe to avoid injury to the coating . Company anticipates that necessary precautions will include the use of truck bolsters at least 12 i:nches wide , padded with old automobile tires or similar resilient material , wooden blocks under binder chains , cranes for unloading pipe from trucks using hooks engaged in the ends of the pipe , and otherwise lifting the pipe from trucks using hooks engaged in the ends of the pipe , and other- wise lifting the pipe with padded calipers or wide canvas slings . Adequate precautions shall be taken by Contractor during laying operations to prevent damage to coating . Any damage to protective coating caused by Contractor shall be repaired at Contractor ' s expense . q . Backfilling : ( 1 ) General : As soon as practicable after the pipe is lowered into the ditch it shall be covered with a layer of earth sufficient to protect it from the sun . Com- plete backfilling shall follow as closely as practicable . All material removed in ditching shall be backfilled into or over the ditch , except as required by the pro- visions of sections on cultivated and tillable lands , and except as may be requested by Company in certain cul - tivated fields where surplus earth shall be distributed evenly over the adjacent ground . ( 2 ) Method : Except where otherwise specified , backfilling may be done by machine or scraper, but care shall be taken not to injure protective coatings . No rocks , clods , sticks , or other solid objects shall be backfilled immediately around coated pipe . If there is any rock or hard material in the backfill , a dirt cushion at least 6 inches thick shall be placed on top of the pipe prior to using rocky or hard material in filling the ditch . Earth for padding the ditch and line shall be secured by Contractor at no added cost to Company . "Rock or hard material in the backfill " consists of any objects which , in the opinion of Company , will cause significant damage to the pipe coating when backfilled around the pipe . Company ' s opinion will depend upon type of backfill material , method of backfill , nature of ditch , and type of pipe coating . ( 3 ) Cultivated Lands : When backfilling through cultivated ands or land which in the opinion of the Company may be cultivated in the future , no rock shall be located in the top 12 inches of the backfill . Huntington Central Park Private Oil Line Relocation Huntington Beach , California 17E - 10 (4 ) Traveled Routes and Water Courses : All backfilling within traveled routes and water courses , such as rail - roads , highways , canals , rivers , streets , roads , levees , terraces , creeks , streams , ditches , driveways , trails , shall be done in a manner satisfactory to the private or government authority having jurisdiction thereof. All street , road , highway, railroad and canal surfaces , paved or otherwise , including sidewalks , curbs , gutters , and shoulders , removed by Contractor , shall be repaired at Contractor ' s expense , to the satisfaction of the authority having jurisdiction thereof. ( a) Compaction : Backfilling and compaction shall con- form to the requirements of the right of way or excavation permit issued by the controlling author- ity. If an excessive number of compaction tests are required by the controlling authority or his inspector due to Contractor ' s negligence in con- forming to the backfill requirements , the costs of such tests shall be borne by Contractor. Where the addition of moisture is required to meet com- paction requirements , fresh water only shall be used rather than seaor salty water. ( b) Streets , Roads , Hi hwa s and Railroads : Unless otherwise specified y the authority having control over the right of way crossed, the specifications below shall apply . Backfill at road crossings shall be thoroughly compacted , in layers not ex- ceeding 12 inches , to return the surface to its original continuity . Flooding with water to avoid compaction will not be permitted , except where mul - tiple casings preclude effective compaction . Com- pacted backfill , and the area adjacent thereto for a distance of 20 feet along all unpaved roads each way from the centerline of the pipe line ditch shall be covered immediately with a 6-inch layer of gravel of a type approved by Company . ( 5 ) Erosion Control : Where necessary , or requested by Com- pany , Contractor shall protect backfill from washing away by compacting the backfill , or by the installation of shoring or riprap , or sacks of earth , or by the building of terraces , or by the excavation of cross ditches to carry water away . Where specifically required by Company , backfill compaction may include the addition of moisture intermittently with several passes of the wheels of a heavy truck or motor patrol . All such work shall be done at Contractor ' s expense . r. Clean-up : All discarded pipe , lumber and other debris result- ing from operations shall be removed from the right of way and property by Contractor when work has been completed. All Huntington Central Park Private Oil Line Relocation Huntington Beach , California 17E - 11 sites of the work shall be left in a neat and orderly condi - tion . Excess pipe , other materials and equipment supplied by Company , or for which Company has paid shall be picked up from the right of way or receiving points and delivered by Contractor to the most convenient Company pump station or terminal , at which points it shall be stacked as directed by Company , at no extra cost to Company . ( 1 ) Tillable Land : In sections of land under cultivation or which in the opinion of Company may be cultivated in the future , the ground shall be restored to its original contour , and the surface shall be restored as nearly as possible to its original condition , to the satisfaction of Company . Loose rock over two (2 " ) inches in size or of any size in excessive quantity from the excavation of the ditch shall be picked up and disposed of to the satisfaction of Company . In all areas not actually under cultivation any access roads on the right of way shall be left . In event of tillable lands not actually under cultivation where the original contour of the land cannot be restored without destroying the access road , Company will issue specific instructions . ( 2 ) Non-Tillable Lands : In sections of land not under cul - tivation and which , in the opinion of Company will not be cultivated in the future , Contractor may leave the right of way bench as used for construction . ( 3) Repairs : All roads , driveways , trails , gates , bridges or other structures and access routes used and damaged by Contractor during construction shall be replaced or repaired and left in good condition by Contractor to maintain good public relations and protect Company "Good Will " in the future . Huntington Central Park Highway Improvements Huntington Beach , California 17F - 1 SECTION 17F HIGHWAY IMPROVEMENTS 1 . DESCRIPTION OF WORK The work to be performed under this schedule consists , in general , of the structural and surface improvements of high- ways , streets , walkways , and parking lots as shown on the im- provement plans . These improvements consist of, but are not limited to, the fur- nishing installation , and construction of the following: exca- vation , grading and compaction , construction of Portland cement concrete curb and gutter, driveways , sidewalk , and cross gutters , the placement of the liquid prime , seal , and paint binder coats , and the placement of aggregate base , and asphalt concrete . 2 . CONSTRUCTION DETAILS a . Clearing and grubbing shall consist of removing all object- ionable material from the right of way and shall be done in accordance with Section 16-1 .01 to 1 . 04 of the State Standard Specifications . This work shall be considered to be those items of objectionable material removal not described in Schedule "A" of these special provisions . b . Watering shall consist of furnishing and applying all water required for the compacting of original ground, embankment material , base material , and for laying dust caused by grading operations , and shall be done in accordance with Section 10-1 .01 and 17-1 .02 of the State Standard Specifica- tions and shall include the development of water supply . The Contractor shall make arrangements with the Huntington Beach Water Department for locations to get construction water . Payment for water and the method for measurement must be arranged for prior to taking any water from the Huntington Beach system. Any fire hydrant used for service must be supplied with an approved eddy valve and inspected by the Water Department before actual use . Final acceptance of the project will be delayed until the Director of Public Works has confirmation , from the Water Superintendent , that the Contractor has made payment for all water supplied from the City system. C . Excavation and grading shall consist of all excavation and embankment involved in the roadway , except structure exca- vation , ditch excavation and any excavation separately de- signated and paid for as a separate item, and shall be done Huntington Central Park Highway Improvements Huntington Beach , California 17F - 2 in accordance with Section 19-1 , 19-2 , and 19-6 of the State Standard Specifications , excluding the compaction require- ments which shall be subsequently covered in these special provisions . Surplus excavation materials shall be disposed of in accordance with Section 7-1 . 13 of the State Standard Specifications . d . Embankment construction shall consist of constructing roadway embankments , including the preparation of the areas upon which they are to be placed ; the placing and compacting of approved material within roadway areas where unsuitable material has been removed ; and the placing and compacting of embankment material in holes , pits , and other depressions within the roadway area and the construction of dikes , and shall be done in accordance with Sections 19-1 and 19-6 of the State Standard Specifications , and in accordance with Subsection c . above . e . Structure excavation and backfill shall consist of the exca- vation of trenches for culverts and pipes and other similar facilities covered under subsequent schedules of these special provisions , and for the furnishing and placing and compacting backfill material around such structures as directed by the Engineer , and shall be done in accordance with Section 19-2 and 19-3 of the State Standard Specifications . f. Basement Material : This work shall consist of subgrade pre- paration and of the original ground, and shall be done in accordance with Sections 19 of the State Standard Specifica- tions , with the following exceptions : The provisions in Section 19-5 . 02 of the State Standard Spe- cifications are superseded by the following: When the original ground within 0. 5 feet of the grading plane and for a width equal to the width of the grading plane has a relative compaction of less than 95 percent , the subgrade shall be prepared and compacted in accordance with the pro- visions of 19-1 . 03 of the Standard Specifications . When the original ground in the shoulder areas within 0 . 5 feet of finished grade has a relative compaction of less than 90 percent, said areas shall be compacted to a relative com- paction of not less than 90 percent . The relative compaction of all embankment areas including shoulder areas shall be not less than 90 percent , in lieu of the provisions in Section 19-6 . 02 of the Standard Specifica- tions requiring not less than 95 percent relative compaction within 2 . 5 feet of finished grade . Huntington Central Park Highway Improvements Huntington Beach , California 17F - 3 g . Aggregate Base : Class 3 aggregate base shall conform to the provisions for Class 2 aggregate base 1 -1 /2" maximum as specified in Section 26 of the State Standard Specifications and these special provisions . At least 65 percent , by weight, of the material retained on the No . 4 sieve shall have at least one fractured face as determined by Test Method No . California 205 . Sieve Size Percentage Passing Sieve 1 -1 /2" 100 3/4" 90-100 No . 4 35-55 30 10-30 200 2-9 Sand equivalent by Test Method No . Calif 217 shall be 40 minimum. Class 1 aggregate base 3/4" maximum size , conforming to the requirements of Section 26-1 . 02A of the State Standard Spe- cifications may be substituted for Class 3 aggregate base as specified above . The R-Value requirement may be waived as provided in Section 26-1 . 02A and B of the Standard Specifications . The provisions of Section 26-1 . 035 of the State Standard Specifications are superseded by the following: At the time aggregate base is spread, it may have a moisture content sufficient to obtain the required compaction . Such moisture shall be uniformly distributed throughout the material . In lieu of the spreading requirements specified in Section 26 , aggregate base material shall be spread upon prepared sub- grade by means of approved spreading devices which will deposit a uniform windrow or layer , and after spreading as above specified , the material shall be shaped to the require- ments of Section 26 of the State Standard Specifications . Motor graders may be used for the aforementioned shaping . Tailgate spreading by dump trucks of the material will not be permitted except for spot dumping and in areas not readily accessible to approved spreading devices . h . Prime coat shall consist of furnishing and applying a prime coat of squid asphalt to the surface of the aggregate base , and shall be done in accordance with Section 39 of the State Standard Specifications . The material placed shall be liquid asphalt of grade MC-250 , and shall be applied at the rate of 0 . 20 gallon per square yard or as directed by the Engineer. Huntington Central Park Highway Improvements Huntington Beach , California 17F - 4 i . Paint binder shall consist of furnishing and applying a paint binder of asphaltic emulsion to the surface of all existing pavement to be resurfaced, to all vertical surfaces of exist- ing pavement and construction joints , and to the surface of the first coUrse of asphaltic concrete to be placed under this contract . In the event both lifts of asphalt concrete are placed on the same day , then that area will not require the application of paint binder to the new surface of the first course . All applications of paint binder shall be placed in accordance with Section 39 of the State Standard Specifications . The material placed shall be the mixing type emulsion and the bituminous base for the emulsion shall be paving asphalt of grade 60-70 and shall be applied at the rate of 0. 10 gallon per square yard or as directed by the Director of Public Works . j . Asphalt Concrete : This work shall consist of furnishing, spreading and compacting asphalt concrete in conformance with the lines , grades , and dimensions shown on the plans , and shall be done in accordance with Section 39 of the State Stand- ard Specifications . The material placed shall be Type B asphalt concrete using paving asphalt of 85-100 penetration as a binder in conform- ance with Section 92 of the State Standard Specifications . The amount of asphalt binder to be placed with the mineral aggregate shall be 6% by weight of the dry mineral aggregate . The provisions in Section 39-2 . 04A and 39-2 . 04B of the Standard Specifications are superseded by the following: At least 75 percent , by weight , of the material retained on the No . 4 sieve shall have at least one fractured face as determined by Test Method No . California 205 . Aggregate grading requirements for base course may be either 3/4" maximum ( coarse) or base course as specified in Section 39-2 . 02 of the Standard Specifications . All four inch thickness asphalt concrete shall be laid in two courses of equal layers and shall be spread and compacted with a self propelled asphalt paving machine capable of spread- ing and vibrating a' width of 12 feet . The grading for highway or street travel lane asphalt concrete shall be 3/4" maximum, medium. Each lane of the top course ( surface course) shall be placed continuously between terminal as directed by the Engi - neer. The grading for parking lots and walkways shall be 1 /2 " maximum, medium. Huntington Central Park Highway Improvements Huntington Beach , California 17F - 5 Rolling equipment shall conform to the provisions of Sections 39-5 . 02 , 39-5 . 03 and 39-6 . 03 of the Standard Specifications , except 3-wheel rollers shall not be permitted and pneumatic rollers sahll be used on base course only. Asphalt concrete berm shall be installed by an extrusion machine capable of producing the cross section detailed on the plans . k . Seal coat work shall consist of furnishing and applying a seal coat of bituminous binder without screenings and shall be applied in accordance with Section 39 and 37 of the State Standard Specifications . The material placed shall be a mixing type emulsion of Grade SS-1 , and shall be applied at the rate of 0 . 10 gallon per square yard or as directed by the Director of Public Works . 1 . Concrete work shall consist of constructing Portland cement concrete facilities , at the grade and locations indicated on the plans . Concrete for construction of the items of this Section shall be Class A. The construction shall be in accordance with Sections 51 , 52 , 73 , and 90 of the State Standard Specifications , the Huntington Beach Standards Drawings , and the details and modifications indicated on the Improvement Plans . The Contractor shall be expected to water check all flow lines in critical areas of minimum grades while finishing to eliminate loss of gravity flow. After the asphalt concrete has been placed , the Contractor shall , in the presence of the Inspector , sweep all gutters clean of dirt and debris and water check for normal gutter flow. Any damaged concrete or sections of structure gutters , or flow lines that do not flow correctly shall be removed and replaced at the Contractor ' s expense . Listed and/or described below are the various items of work emcompassed by these specifications and special provisions . ( 1 ) 8" curb and gutter Type A-1 . (2 ) 4" thick P . C . C . sidewalk . ( 3 ) 8" thick P . C . C . commercial driveway (4 ) 6 " curb and gutter Type B-2 . ( 5 ) 8" thick P . C . C . cross gutter M. Miscellaneous si ns and markers shall consistof furnishing and insta ling the signs an markers in accordance with the locations on the plans and in accordance with the State of California Uniform Sign Chart and Section 82 of the State Standard Specifications . The plans and/or proposal shall Huntington Central Park Highway Improvements Huntington Beach , California 17F - 6 include a list of the various signs to be furnished along with the quantities of each . 3 . TRAFFIC CONTROL This work shall consist of providing for, and maintaining provi - sions for, public traffic through the construction area at all times , unless otherwise specified in Schedule E , and such pro- visions shall be in accordance with Section 4-1 . 04 , 7-1 . 08 , 7- 1 . 09 , 7-1 . 095 , and 7-1 . 12 of the State Division of Highways . All construction signing shall be in accordance with Section 7-1 . 09 of the State Standard Specifications which refer to the current Mannual of Warning Signs , Lights , and Devices for use in Performance of work upon Highways , issued by the Department of Public Works , Division of Highways , State of California . Huntington Central Park General Phasing, Traffic Control and Huntington Beach , California Guarantee Requirements 17G - 1 SECTION 17G GENERAL PHASING, TRAFFIC CONTROL AND GUARANTEE REQUIREMENTS 1 . GENERAL The work or procedures covered under this schedule consist, in general , of the project work shcedules and phasing of work areas , traffic control within or near the project and cooperation re- quirements . 2 . PROJECT SCHEDULES a . General : The Contractor shall be expected to prepare a de- taTe-d—schedule of his proposed prosecution of the several locations and varied items of work on this project . This schedule shall be written or prepared in chart form and shall be furnished, within seven days after the contract execution to the Director of Public Works in triplicate for approval . The schedule shall be expected to have estimated completion dates for each related group of items . The Contractor shall prepare the schedule in such a manner so as to basically conform to the phasing requirements described in Section 3 hereinafter following . b . Pre-Job Conference : Due to the several locations involved , a project pre-jo conference will be scheduled , and notifica- tion of which shall be sent to the Contractor from the Director of Public Works . The meeting will be threefold in purpose as outlined below: ( 1 ) Open discussion to clarify any questionable areas of the work as existing in the field, detailed on the plans or specified therefore , within these special provisions , including if desirable to parties present, a walk or drive through the project limits . ( 2 ) A briefing of the basic schedules of progress required and a reading and/or explanation of the approved detail schedules as submitted by the successful prime or general contractor to whom the contract is awarded . ( 3 ) Introductions and acquaintance of the key project per- sonnel . (a ) The City will furnish the Contractor a list of the various City Inspectors , Architect Representatives , State , and County Inspectors , and any other per- sonnel who will have direct responsibilities with the project . Huntington Central Park General Phasing , Traffic Control and Huntington Beach , California Guarantee Requirements 17G - 2 ( b ) The Contractor is expected to be represented at the meeting by his assigned superintendent and foreman , and attendance by the representatives of the various major sub-trade phases of this project, will also be appreciated . 3 . PROJECT PHASING a . General : Precedural phasing of this project is expected to be in the normal order of the various trades involved and basically should follow the below chronological list , as it applies to each project location . ( 1 ) Removal of existing facilities . (2 ) Excavation and grading . ( 3 ) Construction of concrete facilities . (4 ) Installation of all underground facilities , portions of which may be simultaneous with Items of 2 and 3 above , and portions of which are to be installed by Public Utility and other private companies . ( 5 ) Construction of surface improvements . (6 ) Construction or installation of miscellaneous work items . ( 7 ) Final clean-up of the project . However, in order to complete the project within the contract allotted time , it will be required to proceed with several schedules of work simultaneously. The Contractor shall make provisions for the furnishing of that material , labor, and equipment to pursue such operations without additional com- pensation to the contract bid . b . Specific Phasing : This work shall consist of the necessary combinations of the above basic schedules to meet the follow- ing requirements : ( 1 ) The work shall be scheduled in such a manner so as to have the least possible interruptions to access and to utility services to general public and the specific users along the project route . The owners shall be given advance notice of any necessary break in service and an expected time or date or reconnection . The items con- cerned are electrical , water, sewer, and gas services , together with traffic movements . ( 2 ) The Contractor shall treat each area of work as an indi - vidual project in so far as safety is concerned . Huntington Central Park General Phasing , Traffic Control and Huntington Beach , California Guarantee Requirements 17G - 3 Barricading shall be provided , prior to work commence- ment , in sufficient quantity and quality so as to be in conformance with the Huntington Beach Standards , State Safety , directives of the Inspector and/or Huntington Beach Traffic Division of Public Works . Vertical cuts for structure construction shall be fenced to afford protection for the general public , primarily pedes- trians and children . 4. TRAFFIC CONTROL AND PROJECT SAFETY The work shall consist in general of maintaining traffic control and safety throughout the limits of the project , including affected adjacent areas utilized by construction traffic. This work shall conform to the State Division of Highways Permit , these Specifications , general orders of the State Department of Industrial Safety , Sections 7 , 8 , and 10 of the State Standard Specifications , and directives or instructions from the Director of Public Works . The Contractor shall adhere to the following : a . No full closures will be permitted . Daylight single lane clo- sures will be permitted with prior approval of the Inspector provided flagmen are available for control of vehicle move- ments . b. Two minimum width lanes of 11 ' must be provided at all times . Traffic shall not be routed over dirt shoulder areas . No additional compensation will be allowed for the installation , removal , and disposal of temporary paving . C . Residence and business entrances and exits along the project route shall not be completely cut off. In the event new driveways are being constructed or adjacent work affects the entry or exit , the Contractor shall pre- pare an adjacent area for temporary use , which shall be suit- able for the safe passage of all types traffic including pedestrian . The temporary areas shall be maintained in satisfactory condition for the entire time of its use . Upon cessation of the need for any temporary travel areas , the Contractor shall remove and dispose of all facilities . The placement and operations shall be at the Contractors ' expense . 5 . SURPLUS EXCAVATION MATERIALS The Contractor shall , by submission of a bid , acknowledge the following : a . All asphalt concrete , Portland cement concrete , debris , and other unsuitable materials shall be removed from the job site and disposed of in accordance with Sections 15 and 7-1 . 13 of the State Standard Specifications . Huntington Central Park General Phasing, Traffic Control and Huntington Beach , California Guarantee Requirements 17G - 4 . b . Upon completion of all structure backfills and compactions , roadway subgrade and embankment preparations , the Contractor shall assume ownership of all surplus excavated soils and shall remove and dispose of same in accordance with Section 7-1 . 13 of the State Standard Specifications . 6 . PERMITS FROM THE AGENCIES The City of Huntington Beach will apply for and secure the neces- sary permits from any public agency , federal , state or county for construction within their jurisdiction . The Contractor shall be required to adhere to the permit requirements and to the direct- ives of the appurtenant Inspector or Engineer. 7 . COOPERATION WITH OTHERS The Contractor is hereby made cognizant of the fact that the work described in these special provisions will necessitate full coop- eration with public utility and private concerns removing , relocat- ing , and/or renewing facilities which are adjacent to or within the improvement areas . The Contractor shall contact each company or party so involved in order to schedule operations in the least interfering manner . Underground facilities shall be exposed by the Contractor prior to commencing structure excavations or opera- tions which could cause damages . Costs involved in relocations requested by the Contractor to facilitate his work will be borne by the Contractor. The major companies having facilities in the area are Southern California Edison , General Telephone , Southern California Gas Company , Pacific Lighting Service Company and Standard Oil Company. 8 . MAINTENANCE OF WATER FLOWS Maintenance of water flows at the Slater channel during the con- struction of the extensions and additions will be required at all times . The Contractor may dam off both ends of the channel with the permission of the Inspector, provided that an approved bypass system is installed and maintained . This system shall be a pump or pumps together with temporary type piping to convey the water from one side of the dam upstream to the other side of the down- stream dam. The Contractor ' s bypass must be able to maintain safe lake and channel levels at all times , both to protect pro- perty from damage and to protect his own installations . In the event of a storm, regardless of the intensity , the Con- tractor shall provide work force to maintain the bypass and supplement its capacity if necessary.