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HomeMy WebLinkAboutHuntington Central Park - Contract Documents and Specificati BAST PHOTOGRAPHIC REPI20DUCTION POSSIBLE, DUE TO i AGEAND COMDITION OF ORl"GINAL DOCUMENTS CITY OF HUNTINGTON BEACH CONTRACT DOCUMENTS A110 SPECI �ICATIJNS FOR CENTRAL CITY PARK ( HUD PROJECT - PHASE I NO. CALIF. OSD-464 PHASE II NO. OSA-CA-09-16-1006( 9) HUNTINGTON BEACH , CALIFORNIA FEBRUARY 22 , 1972 1 Eckbo, Dean , Austin 6 Williams 7440 North Figueroa Street Los Angeles , California Specification Approval : Director of Public Works V-AOO A Director of Recreation and Parks City Administrators Office Architect Electrical Engineer H.U. D. RepresentativeYlw- Landscape Architect y7 4 •r. ADDENDUM NO, 1 TO THE DRAWINGS AND SPECIFICATIONS CENTRAL CITY PARK OIUD PROJECT 110 . CALIF-05A-375(G) HUNTINGTON' DEACN , CALIFORNIA Prepartci By : Ei KBO, DEAN , AUSTIN b WILLIAMS 7440 NORTH FIGUEROA STREET LOS ANGELE; , 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 : 1 . SPECIFICATIONS: Make the changes listed hereunder to the Contract Specifi - cations . A. The General RequireMentc of the City of Huntington Beach , California : Paragraph 5-J L Ues 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 . " In y 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 IA - General Conditions HUD 4238-5 1 -17 Section IB - Supplemental General Conditions NUR 4238-N 1-3 Section IC - General Requirements 1 -21 Section 10 - Special Conditions 1-15 Section lE - Temporary Facilities 1-2 Section 1F - Clean-Up and Disposal 1-2 Divisions 2 through 16 - Special Provi� sioos Division 2 - Site Work Section 2A - Denolition and Site Clearance 1-3 Section 2B - Grading 1-4 Section 2C - Storm Water Drainage See Division 17 Section 20 - Sanitary Sewer of of " Section 2E - Irrigation and Domestic ~deter System 1-26 Section 2F - General Requirements for Paving 1-4 Section 2G - Aggregate (lase for Walk►Yayt 1 -2 Section 2H - Asphclt Concrete Pov+!ment for Walkways 1-4 04 Section 2I - Striping and Parking Appurtenances. 1 -: Section 2J - Chain Link Fence 1 -4 Section 2Y - Landscape Furniture and Signs 1 -2 Section 2L - Planting 1 -16 Division 3 - Concrete Section 3A - Concrete 1 -10 Division 4 Masonry Section 4A - Srick and Block Masonry 1-4 Section 48 - Land:Lape Masonry 1 -4 Division 5 - Metals Section 5A - Structural Steel and MiscellAneous Metal 1 -4 Section 5B - Metal Decking 1 -4 Divi�sion_6 - Carpentry Section 6A - Carpentry, Millwork and Insulation 1-4 i �� f Division 7 - Moisture Protection Section 7A - Membranes - Roofing and Waterproofing 1 -3 Secti on 78 - Sheet Metal 1 -2 Section 1C - Caulking 1 -2 Division 8 - Doors , Windows and Glass Section 8A - Hallow Metal Door Frames 1 Section 88 - Glass , Glazing and Window Wall 1- Division 9 - Finishes Section 9A - lathing and Plastering 1-3 Section 911 - Ceramic lile 1-2 Section 9C - Painting 1-5 Section 9D - Resilient Flooring 1 Division 10 Specialities Section 1OA - Finish Hardware 1-3 Section 100 - Toilet Partitions 1-2 Section 10C - Toilet Room Accessories 1 -2 Section 100 - Miscellaneous Specialties 1 Division 11 Equipment (NOT REQUIRED) Division 12 - Furnist_ ,ing (NOT REQUIRED) Division 13 - Special Construction ( NOT REQUIRED) Division 14 - Conveying System ( HOT REQUIRED) Division 15 - Mechanical Section 15A - Plumbing 1 -17 Section 158 - Pleating. Ventilating and Air Conditicning 1 -13 Division 16 - Electrical Section 16A - Electrical Work 1 -17 Division 17 - Public Works Improvements Section 17A - Special Requirements 1-3 Section 170 - Existing Facilities 1-4 Section 17C - Sanitary Sewer System 1-9 Section 170 - Storm Brain Facilities 1-8 Section 17E - Private Oil tine Relocation 1-11 Section 17F - Highway Improvements 1-6 Section 17G - General Phasing , Traffic Control , and 1-4 Guarantee Requirements r 2 — �S, .y.. •. ., . n .w-..c. .'a ,.+ie•.w'akMtlAY1+e r 1 U . S. Department of Housing and Urban Development Water and Sewer Facilities Grant Program CONTRACT DOCUMENTS The Con" ract Documents for projects under the dater 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-4238-8 4, Special Notice to Bidders 5. Wage Ra tes 6. Contractor ' s Qualifications Statement 1 . Bid Form for Lump Sum Contract HUD-4238-C B. 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 afid Materials Bond 17. Certificate of Owner 's Attorney HVP-4238-d 18. General Conditions HUD-4238-S 19. Supplemental General Conditions HUD-4238-H 20. Special Provisions 21 . Drawings U.S. DEPARTMENT Or HOUSING AND UNMAN DEVILOPWNT NUW42WA ti►Iil ADVERTISEMENT FOR BIDS Project W.. (Own r r/ —•_..__ Separato sealed bide for _ for will be received by at the office of untll 0:-xk (A.M. — 1'.M., .__._ S.T. D.S T.) , 11_, and then at said office puL,O.,opencxd and road aloud. The Information for Bidders, Form of Cid, Form of Contract, Plane, Specifications, and Ftinaa of Did Bond, Performance and Payment pond, and othor contract documents, may be emunlned at the following: Copies may be obtalned at the offico of located at _.upon paynWilt of$ for each set. Any unsucconcful bidder, upon rottuning such act promptly and In good co,zdltion, will be refunded his payment, and any non-bidder upon so returning ouch a set will bob refunded S The owner reterves the right to waive any Infonnalitles or to reject any or all bids. Each bidder must deposit with his bid, security In the aarount, Rota and subloct to the conditions provided lrt the Information for Bid+ters. Attention of bidders Is, particularly called to the requireaeents as to zonditions of tmploymont to be observed and miniwwa wage rater to be paid under the contract. No bidder may withdraw his bid within 30 days after the actual date of the opening thereof. ' (Date) . .�.�.... .f F I *t •.r U. S DEPARTMENT Of HOL41RC AND URBAN HVILOI'YEMT INFORMATION FOR BIDURS f. nRceipt and Opening of Bid# The.,-,_._..,.._._.. (hereto celled the `Owner'), invites bids an the fors attach'ud hereto. all blanks of "hick oust be appropriately filled in, Rids will be recatvsd by the Owner at the office of --- until o' clock A.M. -P,M, . ar/Il6T It —, and then at raid office publicly opened and read aloud. The envelopes contatalag the bids mutt be sealed, addressed to at and 4esignated as lid for The Owner may consider inforual any bid not prepared and submitted in accord- ance with the provisions hereof and ma7 ■tire any Informalities or reject any and all bids. Any bid may be withdrawn prior to :he above scheduled tlse for the opening of bids or authorieted postponement thereof. Any bid received after the time anu date apecifiod shall not be considered. do bidder may withdraw r. bid within 30,days alter the actual date or the opening thereof. .k it Preparation of�6id Each bid must be aubwitted on the prescribed form end accoapan led by Certifiea- Iton by Bidder Regarding f9unl Employment Opportunity, Form HUD•4281-CD-1. All blank Spaces for bid prices must be tilled In, to ink or typewritten, in both words and figures. and the foregolno Certification must be fully eo mplated and executed when aubmitted. Each bid must be submitted In a sealed envelope bearing on the outside the o"s of the bidder, blot address, and the nsae of the project for which the bid Is submttted. If forwarded by trail, the scaled envelope containing the bid must be enclosed in another en%elope addressed as speolfi.ed In the bld form. Subcontracts The bidder is specillcally adviswd that any person, fires, or other party to whom It is proposed to award a subcontract under this contract-- a. Must be acceptable to the Owner and the Department of Hamming and Urban � Development, and, b. Must submit Form HUD-4139-CO-2, Certification by Proposed Subrontrattor At- fording Equal Emplopment Opportunity. Approval of the Proposed subcontract award cannot be Riven by the Owner unless and unt:i the proposed ssbcom- tractor has eubmiL•ted the Certification and/or other evidence sholwimt that it has fully complied with any reporting requirements to which it Is or •ak bubj er,t. i Previous Rditioms Obsolete I • 1 r w ` �t . 2 Although the bidder is not required to attach such certifications by proposed subcontractors to his bid, the bidder is here advised of this rsquirsnant so tkpkt appropriate action can be taken to prevent subasauent delay in subca.itract awards. i. Telegraphic Modification Any bidder may modify his bid by telegraphic communication at any time prior to the scheduled closing time for receipt of uida, provided such, tellsgrsphlc towns- nication is received by the Owner prior to the closing time, and, provided further, tke Owner is satisfied that a written confirmation of the telegraphic modification over the signature of the bidder was saileJ prior to the closing tine. The telegraphic communication should not reveal tke Ltd pilot but should provi6a the addition or subtraction or other modification so that the final prices or terms will not be known by My Owner until the ^ealsd bid is opened. If written confirmation is not received within two days f:•as the closing time, no consideration will be given to the telegraphic sodlflostioa. S. Method of Bidding The owner invites the following bid(a), ' Lump slum ►with deductive alternates Unit Price (Public: Works Improvements ) i. Qualification# of Bt dd#r The Owner why make such investigationa as he data* necessary to determine the ability � of the bidder t2 perform the cork, and the bidder shall furnish to the Owner all such Information and data for this psirposa as the Owner may request. The Owner raserres the might to r@Joct -any bill if the evidence submitted by, or investigation *to such bidder falls to satisfy the - veer that such bidder is properly qualified to tarry out the obligations of the costrect and to complete the work contemplated therein. Con- ditional bids will not be accepted. , 1. Sid scour i ty loch bid must be accompanied by caah, certified check of the bidder, or a bid bond prepared on the form of bid band attached hereto, duly execvtod by the bidder as , principal vino having is aursty thereon a surety company toproved by the Owner, in time swosat oflo%of the pId. Aucb cash, checks or bid bonds will be returned to all sa- cept the three lowest bidders within three days after the opening of bids, mad the remaining cash, checks. or bid bonds will be returned promptly after the Owner avid the accepted bidder hewn executed the contract. or. if no avard has bean made wlthlat 90 days after the date of the opening of bids, upon deosad of tho bidder at any time thereafter, so long as he has not bean notified of the acceptance of his bill. t. Liquidated Daass#s for Failure to Enter into Contract The nrccesefel bidder, even him failure or refusal to execute mad doiiver the ton- I• tract and bonds requAesd trithls to date after he has received notice of the accept- Once of his bid, 94a11 forfeit to the owner, as liquidated dart+ges for each failure or retinal, the security deposited with his bid. l 1 OWS 9. Tive of Completion and Liquidated Demses-A Aidder mI atrge to Commence wort on or before a date to be speci tied in a 'written "Notice to Proceed" of the Owner and to Miir complete the project wl thin ..UES...consecutive calendar days thereafter. slider most agree 16100 to par as 114utdated damages. the emu of $104 for each combecstive calendar day thereafter as hereinafter provided In the General CoolUtleas, 10, Condittane of pork Such bidder must Inform himself fully et the conditions rolatlap tt% III% eoc- struction of the project and the employment of labor Hereon. Failure to do so will not relieve a successful bidder of his oblisatloa to tarnish all material and labor necessary to carry out the prov.stans or his contract. Imooter as { poaelble the contractor, in carrying out his wort, seat eoploy seek suutdo or means to will not cause any interruption of or interference with the vetA of �+ any other contractor. ` I It. Addends and Interpretations No interpretation of the mesn:nr of the plans, speoifiaattona or other pre-bid documents will ^e made to any bidder orally. i Rrery request to: such interpretation mhould be In writing addressed to ' at and to he tivan consideration adat be received at least five dare prior to the '1 date fixed fur the opening of bids. Any and all such imterpwotatioaa avid any supplemental instructions will be in the form of written addends to the speci- fications ehIch. it insusd, will be sailed by certified mall with return re- ceipt requested to all prospective bidders tat the respective addresser tar- nished for such purpcaes), not later than three dare price to the data tired for the opening of bids. Failure of any bidder to reesivo any anch addeadeM or Interpretation shall not relieve such bidder from mW obligation under its bid as submitted. All addenda to issued shall become part of the contract doesmoats. , 11. Security for Faithful Performonce 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. tabor and Materials Bond Simultaneously with his delivery of the executtd contract, the Contractor shalt furnish a surety bond or bonds for 50% of contract r value as security for faithful payment for labor and materials for any subcontractor, laborers andmaterialmen of this contract. A - 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. Metier of .Spicdol Conditi"I Attention Is particularly called to those parts of tbo contract doeuseata mad spoLtfications which deal with tbd following: (a) Inspoution gad tasting of materials. (b) Insurance roeulrements. (c) Wass rates. (d) stated alinwences. 16 . Laws and Regulations The bidder' s attention is directed to tho fact that all applicable State 1%va, municipal. ordissect;%, and the rulno ano. rasulations or all authorities kavins i jurisdiction over coastructlom of the project shall apply to the coatraat throvskoet. mad Lker will he denied to to included la the contracts tea sane as pa thoulk U?till w7ittes out is cull. } P 1 17. Method of Arord - Lorcat Qualified Diddrr � It at the Alas this contract is to be awarded, the lowint bass big! submitted �M by a responsible bidder doe& not exceed the amount of funds the% estlratsd h)< the Owner to avaUxb1a to fissato the contract, the contract will be suardod an the home bid only. if such lsld exceeds such aaovu�, tks Owner any reject all bids or-ray sward the contract on this bias bid coublaed with suck dodweti► i blo &ltormates applied in numerical urdrr In which they are lintcd to the porn F or side as preidutes a foot asouat which is within the available funda. �• 18. Obligation aj Bidder j At the time of the opening of bids sack bidder Mlli bt prievoo d to have lm- spatted the mite gad to have re%4 and to ba therou`bIr familiar with th• plasm an-4 contract documents (imolwdiss all addends). The failure or ostamies of toy hAdder to examine say fofm, iastrtiseat or Acat`ae►at 0all 14 no tat reltehe mAy bidder from may obllsation in rssatat of his bid. t Form AW*wd IIUD---907 OMe Me,63-R1143 U.S. DEPARTMENT Of HOUSING AND URM4 DEVELOPWNY InstrMloni For Contractors RegerdiNg Affirmutise Actiol Under Exicutiye Order 11246 (Equal Employment Opportunity) 1a110: A CORTFLAC VAI, OpLIGA ION A prl,ne canttactor at subcontractor who china a contract on a Federal or federally-assisted conetrucUon project ansurnes the obligation to take whatever effirmatlre actions us necessary to antiure eO1'A1 employment opportunity In all sepeettot of e,mplcynent, hrenpective of tace, color, rellfrlon, or national origin, 11 in expected that a con• ttactot will cmiy out that pert of his cor,ttact pertaining to equal en,ployrr►ent opportunity with the name sntouat of thought and action as he will any other part of the contract. THE ArriRMATIVE ACTIO;: PRGtiRAN To do this, the contractor must have a rod train of affirmative action. The program muse be tallored to Me parViou- lai stet of circumstances which apply to the ccwttsctot and to the locality, the labor nmuket, SIA the project(t'a projecta) In which the contractor Is involved, It Is expected that a eoRttactae's affirmative action prost*m will ittelulle actions suited to caa7ing out the prin- clptes listed in the following pages, to show that lop management of the company Intends to, and will, exerl Wal- live effort to assure equal opportunity In employment, (The actlontl listed under these principles in the following Pages are furnished only as suggestions, and are not Intended to limit the kinds of actlals which Rai► be taken. A subetantlal proportion of these of eomramble action&ate conatdeted feasible for the Individual employer,,either on his own or as part of A jolni effort with his professional or trWe assocfetlos Is the local ares.) PROCTaDURE FOR 8U8UrMNO WRITTEN PROGRAM lit some cases, submittal of written copies of the pto{ram In riquifed. If the bolt at loft is checked, the prime contractor is to uevelop and submit to the appllcant,l wlthlt. 15 days after the preconstruetlan coo- ference (or Liter receipt of this notice, it the project is already under construction), three copies of his written I%tlirswtttve action program. Likewise, It the bait Is chocked, the prone contractor is to eubmit to the appli- cant, within 15 dale of awarding each nonexerepP subcontract of 5100,000 or more, three copies a( the affirsratits action programs or each such subcontractor. An up-torlate copy of each affltmative action program is also to be rrtrintsined at the employment site, avallLbis tot Inspection by repressatallven of the oppllosal wA of the oarern- Mont. If the box In nct checked. submittal of written copies will not otdinaillr be required, but all other aspects of theas instructions remt,ln in sffect, FOLLOW-THROUDIf I ! To abettte compliance with equal tmployment opportunity rcaulrements and evaluate prodteso made by a contractor } under his affirmative action program, the applicant will observe the contractor's performance on a^.ontlnuina bads. Compliance tevieao will also be made by representallvea of the Department or Housing and Ilrban Development. To be acceptable, afflrmclive action ptograma trust reflect•cutrent(ae well as past) thwitht and action an the part of the emploYat. it to rtc.ommended that each contractor ttnd subcontractor keep a file V hit, egt±sl employment actirales avid accontpll?'i -ntn, t t t Read (Iseteed cl "spFlic.nt" aAerever it appear&) "Applicant's A,vlltect/tagineer"of "LPA" or"LHA" or"Spossoe' wHera etch Ierre Is more oplropriate. Reed"HUD Reaioea)Oifice" it a direct 1:cderel nesunct to Involved. 31114oae:asiN" as eprc111celly Ideallfled ty 6e opplicaat or is reproaentative of HUD of tie preconstntctiao(or pteperlwaa aciv) .'ottlreeraee. v;; PRINCIPLES OF AFFIRMATIVE ACTION AND SUGGESTED STEPS FOR A PR0GRAM 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 cr 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 . Stich action shall include , but not be limited to the following: emp' oyment, 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 epplic:ants for employ- ment, notices to be provided by the contracting officer- setting Forth the provisions of this nondiscrimination clause. 2. The contractor 011 . 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 his a collective bargaining agreement or other contract or understanding, a notice , to be provided by the agency contracting offic -r, 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. t 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. S . The contractor will furnish all information and reports required by Executi .,e Order No , 11246 of September 24 , 196E , and by th,a rules , vegulations , and orders of the: Secretary of Labor , or pursuant there- to, and will pet•mit 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 rums , regulations , and orders . i 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 cant.ract may be cancelled, terminated or suspend,,d in whose or in part and the contractor may be declared � ineligible for further Governnent 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 Execut4 a Order Ilo . 11246 of Septembe;• 24 , 1965 , or by rule , regulations , or order of the Secretary of Lab;.r, or. as otherwise 2 provided by law. 7 . The contractor will incI udc the provisions of Paragraphs (1 ) through ( 7 ) in every subcontract or purchase order unless exempted by rules , regulations , or orders of the Secretary of Liibor issued pursuant to Section 204 of Execotive Order No. 11246 of September 24 , 1965, so that such provisions will be birding 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 enforc )ny 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 t:o protect the interests or 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, find 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 hove participated in ,any pre- vious contract subject: to the provisions of this Order, or any preceding similar Exec:uti �oe order, and in that event to submit , on behalf of thensel ves and their proposed subcontractors , Com- pliance Reports prior to or as an initial part of their bid ov 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 comp] ; - ,ice as the Secretary of Labor ndy prescribe : Provided, That tc. the extent such information is within the exclusive possession of a labor union or an agency referring workers or providingi or supervising apprenticeship or training and such labor union or agency shall refuse to furnish such information to the contractor , the r.ortractor shall so certify to the con- tracting agency as part c,f its Compliance Report and shall scat forth what efforts he has made to obtain such information . (d) The contracting agency or the Secretary of Labor may direct that any bidder ov prospective contractor or subcontractor shall submit , as part of his Compliance Report, a statement in writing , signod by an authorized officer or agent on behalf of any labor univi or any agency referr1ng workers or providing 3 i► or supervising apprenticeship or other trsining, with which the bidder or prospective contractor deals , vith supporting infor- mation , to the affect that the signer' s practices and policies do not discrimit.,ate on the grounds of rr,ce, 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 , employments and the terms l,nd conditions of employ- ment under Oe proposed contract shalt be in accordance with the purpose!, and provisions of the order. In the ovent that the union , or the ayency 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 . r{ j :l y' :J SPECIAL NOTICE TO BIDDERS 1 . On March 7 . 1972 a pre-bid ,fob 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. Hill J . Bach, Economic Development Officer (714 ) 536-5201 . r • r:tij a' f r. Wage Rates HPARTMENT, ACENCY ,—W-FUREAU 16. Housing Assistance Administration , Re ion VI San Francisco TT 0FPRROjCT TcITY OR0HR Huntin on Beach Calif-05A-375 G STATE C0UN7Y California Orls,ni a 0MM"I ON OF WO R! : SU u E D City Park includinil Rustroam and Nature: Buildings slslai Ce11We:r.Cwunll:Ora-lot IIrw No.A14-VII•Ilan,alAaLlc.lt NewmAKr1?,1111, 3,wttlppwlNwork i!1"IdsidiviWMIirya vir.•y,n111roff4;4brut,lowsm4rmiWInaalmrtramto+Ir@W1rt1/tsNkao$Woki. 1ta.b ihtn(w 6steNtls p>•srYu CLettbaall�s 41w it A W rumba o fwottws AM.TI. A111M. Ore./a Cewelf , tFa at.-o r.,t.t-1�1• .F.ais• aYalf..... ................ ...... ...........•... ............... .................... It." IL41 It IS...... NI. �....... . . ..............................,........ ...... ........................... CID !1 .10 ail M .. .. . ... .r 111i I.rlp/f ..... ....... ............... ........................................ !0 . 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Ike 1��1 1 •j FOR INFORMATION ONLY: General Contractor and all Subcontractors exceeding $100,000. 00 of work shall fill cut this form. OW10; DATE: SUBJECT: EQUAL OPPORTUNITY REPORT PUR IONTP. OF COMPANY _._.. PROJECT NO. PRIME QiOfiTRACICK SUMO WfkACT01t SPANISH TOTAL CXAlt LEVEL SPEAKING ORIWAL NEGRO INDIAN CAOCASIAH FMpLOX Ad�slnistration A Supervision 1e Foreseen Jcurneyrmn 6 WchanLes Helpers Appr•ntiees raccoon JourrAyoer b Mechanics Rslpars Apprentice* .......... Lj rown urneymen i !lechccnice 4pers �.,.. Apprentices rbrewn Journeymn b HichMnice lial pers Apprentices 1R'aresen Journeymen Mechanic lie 1pers Apprsntic:ep TOTAii •IM T * supervision ohall include Coopmy perisonnei, not foreman for Union diiring Noll nlerrai. 6Q1i9 p y FORM AWROVEA BUDOE'T DURFAU NO. 63AWS HUL•e23s•C0.1 U.S.DEPARTMENT OF MOUSING AND URBAN DEVELOPWNT CERTIFICATION BY PROPOW SUBCONTRACTOR REGARDING EQUAL EMPLOY«IENT OWIRTUNITY HAML tlR P"Imc CONT/(ACTQH PAOJec"r ("STItUCTi0X% This certification is required pursuant to Executive Order 11246 (30 F.R. 12319.23). The implementing rules and regulations provide that any bidder or prespactive contractor,or any of their proposed subcontractors, shall state as on Initial port of the bid or P*rliotions of the contract whether it has participated in any previous co-troct or►ub, contract subject to the equal opportunity clause; and, if to, whether it has filed all carupliance repoHs due uadW applicable instructions. Where the certification indicates shot the subconitactor has not filed a compliance report due under applicable in• structlans, such suk9nlrocttr shall be rwrited to subrr.it a compliance report before the owner oppraves the sub- contract or permits work to begin under the subconttoct. SUSCONTAACTOR'S CERTIFICATWH Subcontrotta's Name: Address: -. 1. Bidder has participated in a previous carlttoci or subconttact subje►.t to the Equal Gppartunity Clottse. Pets (—J No 0 2. Compliance reports were ra;ui►td)o be filed in connection with such connate or subcontract. Yes CJ No 0 3. BlWot has find all compliance reports due under opplieable instructions, including SF-100. Yes C:] No 0 Nont Required EJ 4. I1 eeswer to IttM 3 is "No," please explain in detail on reverst side of this certilieatiosl. Certification -- The Infornation above is true Dad complete to the best of my knawltdye and belief. tr.ue: .aHn ttt�.t a+ tl,sHxw r tra.>'� rpr) elaNAVURF ^ DID re: ar o e 16411 U.S.DEPARIMENT Of HOUSING AND UFt!!AH DEVELOPMENT ; (Famwrly DID BOND 1 %NOW f4LL KKK BY TKINB PbifiNTN, that eu, this undersigned, as Priscipal', end cs Curety, are hereby held ►ad firmly bound umta as owner In the Donal sum of for the paysest of thick, well and truly to be wade, we hereby jointly sad &ever- ally bled ovlaolres, our heirs, iexacutors, administrators, succossurs mad asatsns. Nigaild, ti+i s .......,._..der of 198.r. The condition of the above obligation to such that whereas t]e Principal has ' ev"Itted to _...,_Y a cartels ,id, attached heroic and hereby made a part hereof to enter into a cosbraet is writiad, for the iiCt, !lIdRBM'OR, (a) It said did shall be rejected, or 1n the alternate, (b) 1i caid fld shall he accepted and the Principal shall oxesuts and deliver a contract in the roan of Contract attsabed hereto (properly completed is+ %ceordonce with paid Bid) and shall lwrcish a bond for his faithful per- lormasce of said contract, and for the payment of all 9ersous performing labor or furnishing materials to connection therewith, abd $ball in all other respects perform the agreement created by the acceptance of said aid, tbva this obligation shall be void,, otherwise tke same sksll resists in farce aad ef- fect; it being expressly understood and agreed that the liability of Wi Out-sty tar any and Kll clairs hereunder shall, is its event, exceed the denal amount of- this ob- ligation as herein stated. n OON ?hs Surety, for value received. hereby stipulates and agraen tAat Of Obk164tio1k4 of slid iursty and its bond shall be in au ear impaired or affected by tay.e1te4stom of fbe time wi;bla which the Owner may accept sucb bid; *id said Surety dos• hereby waive notice of sny Much ettensina. :M •t?N26d WHCACOr, the rriraipal and the Sure%! have bersusto scot their %aad• add eaatls, av,f such of tbs■ as are corpiar4tiona have caused their corporati goals to bt A$reto affixed and these preseate to be siyaed by their proper offlctrs, the day and year first pot forth abovs. bar#IF BRAL • �r. .r.rww.vw..s...a....rr.r.....w.. V 4e 0 /t h��►; r- r U.f.09PA IOWT OF nOl MS AND UNMAN KVILOFfexNT 1dN40" 16-44) CONTRACT THIS AGRdiNSMT, made this -day of , IV—, by and between keraim called 00waer, " (Wrpsrdt■ Rose a/ de"Orl aetins herein through its , bad (Tilt• of,A"tAerlseat A/J(ef"I) STRIX9 OUT (a corporation) (a Partnorship) INAPPLICASLB (an individual dolag business as. Tam$ ' of County of and State of hereinafter called 'Contractor.' WITKMRTN: That for and in consideration of the pal►wents and agreements hereinafter mentioned, to be made and pirforsed by the 0"111, tits CI NTRACTOR hereby agrees with the CRNSR to coae,encs sad complete the construction described as follows: hereinafter called the project, for the sow of Collars (i ) and all extra work is connection therewith, under the terms an stated in the General and Special Conditions of the Contract; and at his (its or their) one proper coat and expense to furaimh all the materials, suppliers, machinery equipment, tools, superlatendenee, labor, itsuranco; and other saeessorios sad mar* vices necessary to complete the said project in aecordisace with the conditions sad Prices stated in the Proposal, the General Conditions, Mapplementfal general Can- ' ditions and Npecial Conditions of the Contract, the plans, whisk include all mops, plats, blue prints, and other drawings and pr Wed or written exiolanatory matter thereof, the specifications and contract documents therefor as prepaved by herels entitled tke Architect/Raginser, sod as eaua- •rated in Paragraph 1 of the 6 pplemental general Conditions, all of which a'rs made a part hereof and collectively evidanet and constitute tho contract, t The Contractor hereby sgreas to comments work under this contract on or before a date to be Specified to a written 'Notice to Proceed" of the owner and to fully complete the project within conmecutive calendar days therNatter. The Cos• tractor further agrees to pay, as liquidated damasms, the mom of ti for ' each consecutive calendar dar thertifter as hereinafter provided Am'Paragraph IS of the vo"re.l ComdMons, The OWNIM agrees to pay the CONTIACTOR is current funds for the performance of the cemtraot, subject to additions and deductions, as provided In the General Goo- ditiona of tho Contract, sad to make payaemts on a000uat thereof s.s provided in Paragraph ab, "fro asts is Contractor', of the 06nerat Coaditions. (Over) yH:Lt'/1�rW�l7�L'.•:iNp•l„' ,,.. '.{wa.u. ..�...,.._..-_..__ ...-.--�.....-.�.....•................—.,.. .a» .•r .,.. i IN WITN988 111=101', the parties to thiess present■ payst executed this con- tract In six (A) countsrperts, each of rhict shall he deemed sA orlalsal. in the year and day first Wye mentioned. (deal) or (Title) (ditn►1 ) . (I.er.tery) r•�tA...) (rttw XOTpj secretary of the Owner should attest. If Contractor is a corporati.ost dsorstary should attest. ' tie 1n�a eM.a 4! i �����s.�ifrl�'tNLI �Ui�i�-i.?�^i,.,'PAZ►'Zfi::u::i.•I�..c•n......�.,...._...—..�. _.�..�.+ ...r-..ra. /.Nir:q ;w•r..a wvra.rrwtww.w.+r.w.r.}}.�11.,py,fsl�,�,,p�y 7 FINVORMANCL IOND 100% KNOW ALL MIN BY TilsoE rRZplCWTBs That we ...� • hereinafter called "rtieot`al" seed of Mate of �_._....:�.......,,...bereleafeet called the "+surety'•, ate held and finely bound into of r r=1 20_... beraleariet cause! "(iwner'•, ir. the penal sue of _......._.� � Dollars In lawful money of the United Atates, for the payment of artich arm well aad truly to be ready, we birtl ourselves, 611r Italia,exea:utors, adsttmistratorn and suceassora, I'Matly and sovemI y, firmly by these preseAls. TMC c01tt)t'rw Or THIS OBLIGATION is such t hat wherean, the Principal entered into a corlals eorrtrar-1 *ilk Me CIe10et,elated the --�day of -„-�. , 1 a copy of rrhleh is bareto attac"d aid made a part hereof for the cousrrsctios of: NOW, THURCIPORIC. If thr ,principal shall well, truly and faithfully perform Its duties, all the under taktngs.,coveAliM, terms, co"0121tions, ands Agreements of said contract during the original terra thereof, and alai' extensions thereof which her be granted by the Owner. with or without notics to the Surety, not It Its shall saltufy &+I claims and dealands Incuned under suelpeontract. and shall fully Inderaa!ify and nave harm- Won the Owner trope all copra and damageis which It may puffer by-mason of failure to do so, sad shell re- latburee and repay the Owner all outlay and sapsnss xbicb the Owner may incur In makirai hood flay default. then this obllt.atlon •ball tie voidl otherwise to remain In lull force and effect. PROVIDED. FURTHER, that the said 13urety, for value received hereby stipulates and agrees that so chan1je, eateaslon of time, alteration or additlos to the terms of the contract of to the York to be perfonsed thereunder at the specifications accompanying the same shell In any else affect Its obliotion so this WAd. and it does 'riereby walks mattes of say such change, sxteaslon of time, alteration of addiRloa to We tetma of the contract or to the wart or to the spool ftealloss. lr��llt•1, tr ti7) F awiawa adrahn�we dt e% . ��flri:�t BrdYT :� .<a9r4i1►,'/RJ+rY.� �.. t,•:xA:,.t.*ter..n.rsr.......+.w.....—r'�'i„'A'�M'fl!11!lp� ',�,r. j •1 I . PROVIDED, FURTHCR, that no final sellienrent between the Owner and Ills COMMiatw $ alll abrldso the r►vill of any beneficiary hereunder, wl ose slain way be urtsatlstled, IN MITKBat WKCAM0P, this Inairuatent is executed in sax (4) cousterpatts, each ass of whisk shall „ • to deemed an original, Shis the_.,,_.,, day of _,.,�„ 1•,.,r.__, ATTRNT: i$ICAL) at rd� (Z=•03 to N& Wizee rw'rowtl'•1 r •a•ty CON) Or _..�. Ali* top M-000 s: of to ow"(1v (446g 1 , /I c=1;C;Z; �t NO7R: Date at Road must not be prior to date of Contrar". Flo, It Contractor is Partnership. all partners should esrcute bond i.e "ra •�e aii.ew 11110�e1�tiMllt�l :, +,��4 ,•MY •V, IIIIi'it1iYi'C.1i11iSi:)F�.4�:ZI�YG:� I;CU Ft , may f • i FAVVZKT am 100% AND/ ALL MEN iY TMEM FIRSAXTf: That we s hereinafter called 'Principal" and of state of hereinafter called the "Mereirm, are hold and firmly bound onto ._..�,.._.,.�.� .�of , get Sm•) i hereinafter called "Owaer", in the penal sum of Dollars (i 1 to lavful money of the United states, for the i payment of obit► sun well and truly to be made, we bind ourselves, oar heir&, executors, adolmistraters mad successors, jointly sad severally, firmly by these prostate. TM■ CONDITION OF TNIN OBLIGATION is such that Whereas, tbo Primeipml on• tored late a certain contract with the Comer, dated tbo_....day at , ii..,.... a poor of thick to beret* attached and gads a port hereof for tho eom- strootisn al: j; • j . i ' • t NOW, TNERRPORN, it the Principal shall promptly Make payment to all parsons, fire&, subcontractors, sad eorporatione furnishing materials for or performing � labor in the prosecution of the work provided for in such contract, sad any -as• thorlesed satoasion or modification Liereot, including all swunts due far sa- terials, lubricants, oil, gasoline, coal and coke, repairs as machinery, s+tmip- seat and tools, consumed or need in connection with the aeastruction of such � •; hark, and all insurance oremiusn 'ea said work, mad for all labor, performed is such- work whether by subcontractor or otherwise, then this obligation shall be ►old; otherwise to remain in full fares mad effect. I � PROVIDED, nATSIR, that the said surety, for value raceived hereby ■tip. .ulatos and"agreoe that me @beams, eitossion of ties, oltwraites ear additios to- the terms of the eostrmct or to the work to be performed tierema'der or the *pooi- Heatless accompanying the two shall to so wine affect its obligatios am tlrls bond,. and it does harelip :calve notice of •rs such o►angs, esteasies at times alteration' or oddities to the firma of the eestetat or to the Wert or to the 0 mgvaifiaatiens. �' MJI1•dl�1.3(i l�i/1 *���Edeilew".n O�Iw"1 r� �I:v4rw:h�..:�•��t.itlai3.i�F,.+ �,•t`. t ,,.'.r�.a.•.r�•✓••�..� .-� .r.►�.i•,.t.ry...,rrrrt-..7F:'. 1, L^.,Y::7;!yt�t.•tlfT73'�MCs1:H'+K:lw lnawM�,wMM.!�-.�..1 '.a PROtliDRO, /OATMRA' that so final &ettlsmest betesss the owner mad %be pA- ' trotter &Mali abridge the right of any beneficiary hereander, eiloos slate a" be unsatisfied. IN Rimmm wmazor, this instrument in essested is eta (G) eeratarpartes . each one of which &ball be deemed an original, thin the-. _dei' et ATTp'r: . Pe low qsl A 1 r ��N r...• r• r+ t►r..1�.i Anwar: � Ill���►r•ir• M• errw.., .. r. a+►+ry �r1/M+�•>l�c�1 XO?R: Ditto of fond meat not be prior to date of Contract. It Contractor is Partnership. all sartaers should ones*&* bond "f•�RJYht;L7•,{!.:T.Nr►wVw.�w.r.rrr.rr r»..rw..nr�y�yy ri.' ,'• i r; i k LABOR AND MATERIALS-PAYMENT BOND t NOTE: This bond is issued simultaneously with another bond in favor of the owner conditioned for the full and faithful performance of the contract. KNOW AL[. MEN BY THESE PRESENTS , THAT Pere losert name-' c an a ress, or ega e, o e an rac or f' as Principal , hereinafter called Principal , and Tfl'eri`�n s e"'e rt_ the e g a I' as Surety, hereinafter called Surety, are held and i t i'£re oo f re y firmly bound unto ( Heri- InsiFt fhe name and aadress, or legil title , a% Obligee hereinafter called Owner, for the 1 BY a weer use and benefit of claimants as hereinbelow defined, in the amount of Dollars ($ ) , for ere lisert a sum equal o one- a of Urcontract price) I . the payment whereof Principal and Surety bind themselves , their heirss executors , administrators , successors and assigns , jointly and several- ly, firmly by these presents . WHEREAS, Princippl has by written agreement dated entered into a contract with Owner for �c in accordance with drawings and specifications prepared by., . which contract is by ere Hier u name an a reference made a part hereof, and is hereinafter referred to as the CONTRACT. N01i1, THEREFORE, THE CONDITION OF THIS OBLIGATION is. such that- if the. Principal shall promptly make payment to all claimants as hereinafter ' defined,, for all labor and material used or reasonably, required for use in the performance of the Contract , then this obligation shall be void ;, otherwise it shall remain in full force and effect, subJect`, however, to the following conditions . s: 41 "•t 1 . A claimant is defined as one having a direct contract with the Principal or with a subcontractor of the Principal for labors mater- ial , or both , used or reasonably required for use in the performance of the contract, labor and material being construed to include that pert of water, gas , parer, 114ht, heat , oil , gasoline, telephone ser. vice or rental of equipment directly applicable to the contract. 2. The above named Principal , and Surety hereby jointly and severally agree with the Owner that eveg claimant as herein defined, who has not been paid in full before the expiration of a period of ninety (90) days after the date on which the last of such claimant's work or labor was done or performed# or materials were furnished by such claimant may sue on this bond for the use of such claimant in the name of the Owner, prosecute the suit to final judgment for such sum or sums ,as may be justly due claimant, and have execution thereon , provided, how- ever, that the Owner shall not be liable for the payment of any costs or expenses .of any such suit . 3. No suit or action shall be commenced hereunder by any claimant. (a) Unless claimant shall have given written notice to any two of the following: The Principal , the Owner, or the Surety above named, within ninety (90) days after such claimant did or performed the last of the work or labor , or furnished the last of the materials for which sold claim is made, stating with substantial accuracy the amount claimed and the name of the party to whom the materials were furnished. or for whom the work or labor was done or performed. Such notice shall be served by mailing the same by registered mail , postage prepaid* in an envelope addressed to the Principal % Owner or Surety, at any place whore an office is regularly maintained for the transaction of business . or served in any ;manner in which legal process may be served in the state in which the aforesaid project is located , save that such service need not be made by a public officer. (b) Aftcr the expiration of one (1) year following the date on which Principal ceased work on said CONTRACT. (c) Other then in a state court of competent jurisdiction in and for the county or other political subdivision of the state in which the project , or any part thereof, is situateed, or in the United States District Court for the district in which the project, or any part there- of, is situated and not elsewhere. 4. The amount of this bond shall be reduced by and to the extent of any payment or payments made in good faith hereunder, inclusive .of the payment by Surety of mechanics' liens which may be filed of retard a►gainsL said irmprvven�e:nt, whether or not claim for the amount of such Ilan be presented under and against this bond. Signed and sealed this day of A.D. 197,„�,,,,,,,;�. In the presence of; �i ts�ral�' (SealY are y cdmpany • r .t ..r!.j+}�i••M✓ir•..�.iii�Y.�I�C1.�t...M.•w..i.....- ♦.M.IY.' •WVT�.w.Mwi t 1. 't leelr U.S. aoporfnwM of Mouslrq and Ueban Onvelapraom CRRTIFICATI or OWNERI ATTORNIV I, the saddrs 1pai, the dolt authiorlaed sad acting legal representative or ,.... de hereby certify as follows: i have ex'aalaod the attached coNtraat(a) sad surety beads sad the mouser of esucattaa thereof, and i as of the oplNtas that seek of the storaseld' agreements has been deli eaeeoted by the proper parties thereto aatlog through their doll aathorlsed roprosentatives; twat said'Palo reseatattvan kart fell power and asthorltl to execula 'sa/d agroeaemis so behalf of the respective parties aafed thlere*%; Mad that the foregelog agreNeata soaatt' dote welts and legally btndias abllgattous %goo the parties eaeesttaf the some is Naf.rdanse with tee'as, condttieaa Mad pretlalera• thereof. j i 1 c 1110861r ra b&ew.,a a *' o-•NT.'.�'eiY++7�u1a .i.'i:a.'�ria)w..,...►.....�. ...,...___._�...�... �....+.--++.....na.....ra.a,'rACi-.,s►•i�.sR.I.......... U-16 041FAaITMOMT o/NOU1M A AND NAO"011Y1LOW"I eAT1a AMe Ie11111 FACK11111 aw1N1►01044 l GEMMA L CONDI73ONS 1, coamet sad Casrtmd Dotumenta The project to be constructed puraaant to this contract will be fimaeed with assiatasnte from the Department of Housing and Urban Devslopmeat and is subloct to all, applicable roderal laws sad rogulatioas. The Planar SpecUicatlons and A&etWa, heraieatter enumerated in Para rapk 1 of the Supplemental General Coaditioaa sMU form part of this Contract and the provisloMna dkereef j shalt be as binding upon the parties hereto as it tber were heroin fully sat forth. The table of contents, titlaso head, so t uanift bsadUae■ also marginal Iwtee contained belefu and in said documents are soleellr to 1491111sto ratereace to various provisions r•! the Cewtract ; poturaseta and in ado way affect, 1ltuit or oast UEht on the interpretation of the provisima to which they rotor. Coateatos � • 1. Contract sad Contract Documents 29. Contract security 2. psfinitions 30. Additional or SabeKtata bond , 3. Additional tnstractions and Detail 31. Assignments Drawings 32. itiutual Responsibility of Costraatore 4. Shop at Setting Drawings 33,, So rate Contracts S. Materials, Services, and fraeiUties• 34. Subeorltract 6. Contractor's Title to Matarlalr M Architect/S:ginear'■ Authority �r 7. 3napectiow sad Testing of waterwe 36. Marne Auswaseee 3, a. "Or Z%W1l" Clause 3T. Use of Promises wARomovalofDebris 9. patents 38. Quaautlse of ssumats i 10. Surveys, Permit& and ltegulaUous 39. Laods and Rights-of-War 11. Contractor's ObligaUens 40, General Cwarenty ! 12. Weather Coaditione 41. Conflicting CmAtions 13, Protection of Work and Property- 42. Notice and Service Thereof i tmergeaey 43. Required provisions Deaaedblassuol 14, bapdati�oa 44. Protecuiara of Lh►ea sad Health 15. Roports. Records and Data 45. Subcontracts 16, Superintendence by Contractor 46. lfqual 1Copllorment Opportunity 17. Changes in Work 47, interest of Bomber f Congres IL zRtras 48. Other Prahibitad 3aterests 19. Time for ComplsUou and LigWdated 49, Use Prior to Owner's Acceptance Dania sa 50. Pbotogrepiw 20. Corrtetlon of Work 51, suspension of Work 11, Subsurfate CovWitions Found Diffsrent 32. hLtatraula Wage# 22, Claims for Extra Cost 53. Withholding Payments 23. Right At Owner to Torripinate Contract 54, PayreUs and Payroll Records 14, Construction Stheduls• and Periodic 5S. Apprentices ratimates 36. Complissee with Copolaad Amu-xick- 23, Paymonte to Contractor back Act 26, Acceptante of S'inal Fayrues►tas Ralease 57. overume 27. Paymante by Coutwxe%or $5. 311ws tg. Insurance 59. Emplolrmpat Practices 60. Contract Termiaalton'. Deba>emeat ease 1lyaraptli+oPan Iran+�ens, ;;� nn104086 A-Mil Poo W#hm N A81010 �i.'�J'/�:.f�. frii• •h•..• .�r j•.1".... _K..1.:•.. .i ...... _._ ...._....�......+... ....._._....�. ...�.r...rw.1.. .Y..'�. •..•�.�..r..-..r_.�..�.,�..�r.r....ti.�rnw,.wFM �. 1 X, DoUnitioas The following terms as used in this contract are respectively defined as follows: (a) "Contractor".. A person, tire+ dr corporation with whom the contract is made by the Owns r. (b) 'Subcontractor": A person, firm or corporation supplying labor sad material* or only labor for work at the sit* of the pro)ect for, and under separate contract or agreement with, the Contractor. (n:) "Work on tat) the project": Work to be performed at the location of the project, includ. ini the transportation of materials and supplies to or from the location of the psojeat by employees of the Contractor and any Subcontractor. j. AddlUadal U structlosu sad Detail Drawk4s; The Contractor will be furnished addo30nal instructions and detail drawings as necessary to carry out the work included in the contract. The additionalAraw►ings mW instructia" th}r supplied to the Contractor will coordinate with the Contract De cuments and will tie so pY pared that they can be reasonablr intsrpr*ted as part thereof. The Contractor shall carry our the work in accordance with►h;% additional detail draringe and instructions. The Contractor and the Architect/Engir►eer will 1 raper* jointly (r.) a schedule, Ilsiy the dater at which special detail drawings will be r*44rod, such drawings, if any, to be furnished by the Architect/Xnginsor in accordance with said schorule, and (b) a schedule fixing the respective dated for the submission of shop drawings, taro beginning of manufacture, test. ley and installation of materials, supplies and equipmeal,and the completion of the various parts of the work; oath such schedule to be subject to chango treat tiers to time ins accord- ance with the progress of the work. d. Shop or Bettlnq DrawU m The Contractor shall submit promptly to this Architect/EnSlove r two copies of each shop or setting drawing prepared in accordance with the sehaduls predetermined as aforesaid. Alter examination of such drawings, by the Architect/Uginoer and the return ther*ot, the Contractor shall make such correctiona to the drawings as have been indicated and shall furnish the Architect/Engir►ser with tva corrected copies. It requested by the Architect/ Enginser the Contractor must lorsish additional copies, Regardless of corrections evade ire or approval given to such drAwingo by the Architect/raginser, the Contractor will never- theloas be responsible for the sectiracy of such drawings and for their conformity to the Plana and Specifications, unless he softies the ArchitectEnginesrin writing dt any dsvia- Sivas at the time he furnishes such drawings. i s. Materials, dervlces, and ftellities , r. (a) It is undorstoad that except as otherwise specifleally stated in the Contract Documonta, the Contractor shall provide and pay for all materials, labor, tools, equipment) water, light, powar, transportation. dupe rintoadence. temporary construction of every nature, t and all t b6r services and facilities of every nature whatsoever rosesdary to execute, compIrse,and$elivrr ttw work within the speciLted lien*. (b) Amy work incissary to be perfo::ened after refqular workir4 hours, on gwdays or Loogal Holidays. shall be performed without additional eximeas to the Owner. 6. Cuntractor's Title to ltfaterlals / is No materials or su liter for the work shall be 1 pp purchased by the Contractor or by s>sy Sub• contractor subject to any chattol mortgage or under a corAttional sale contract or other agreement by which an interent is retsiAad by the Boller.The Contraltos warren" :hat he.'had.•;nod title to all mat►nriale dad supplies used by him to the vmrk, frob'from all liens, claims or sacumbrawees, ewo:►wss h•TM 7, hm pectwe tutu Testing of Materials (s) All materials and equipment mood in the construction of the project @ball.be subject t@ adegmate inspection and testing in accordance with scripted standards. The laboratory or inspection agency shall be selected by the Owner, The Owner will pay for all 1 4o• rstary inspection service direct, and not as a part of the contract. (bl Material$ of coastranction, particularly those upon which the strength and durability of the stnacturo may depend, shall bo oubjoct to inspection and testing to establish nos• formance with specificationssad suitabll ty for moos intended, a, "Or `qnl" Clam" Whinever, a moso vial, article or piece of equipment to Idenatifled on the plaass or to the speotfteatiom by reference to m"WacturerdI or vendors mans@, trade namso, catalegue numbers, etc., it is intended merely to establish a st"ard; and, any material, article, or equiprnraai of other am mdacturers sad waddre which will perfarma adequately the dallss Imposed by the general dodge will ore cossideredeq"lly acceptable provided the materisl. article, or equipo"St sn prapweed, IS, ta'tbe opinion of the - at, ad-@Pw1 aubstaace and (amino@. A shall not be purchased or instaWd br the castractor wltlwert the Arehiteet�tngiwoet'e written approval. 4. Patsnta (a) The Contractor shall hold and save the Owner and Its officers, agents, aervants, and employees harmhees from liability of any nature or kind, including cost and expenoes for, or an account of,any pate And oarwnp►tented ttavootion, process, article, or *ppliasatae manufactured or used to %be performance of the contract, including Its vas by the Owner, unless otherwise spealficallr stipulated is Contract Documents, (b) License or Royalty ress: license andfr tw ttoyalty r*os for the use of a process which is authorised by the Owner ad the project most be reasonable, snag paid to the lyoldee Of the patent, or hats authorized ltaonsee, direct by the Owner and tat by or through the Contractor. (a) it %bee Contractor uses any dosipa, device or materials covered by letters, patent ob. co"right, he shall provide for such use by suitable agreement with the Owaes of such patented or copyrighted design, device or rnnaterisal. It is tmtu*Ulr agreed and under. '- stood, that, without enacepttoa, the contract prices shall Include all reyatdos of costs aright frog the sae of such design. device or motorists* to any emir involved is the work. The Contractor sad/or hie sureties shall indemaifread save harmlea@ 00 Owner of the project from any a" all claims for tafri�a►ygsmeat by reasow of the use of sharp patented sr copyrighted design, device or materials or any trademark or 4opyrigbt In tonaaectiora with work wgroed to be performed umk r this coetractl, sad shaall indomnio the aflurr,sr for array cost, #Mwase or damage whiob it onay be obliged b pay Ivy ""am of such infringement at any time duriagthe prosecation ad the work or after completieaa of the work. 10. B arvays, Permits, sited lilgulatfolts Unless otherwise axprssslr provided tor In the Specifieatious,the OMWr will brraisb to the Contractor all surveys necessary ter the assoution of the work. The Contractor shall procure and per all pormits, licensee and approvalstnoeessarr for the anecutioa of his contract, The Contractor shall comply with all laws, ordinances, ruts@, orders, and rogulad"o re.• toting to porfbrmanace of the work, the protection of adjacent property, and the nuts nente of pessagev.ayo, guard. Nnces or other protective fa tittles. 11. Contractor'a ObUptkastis The 0Wdwatter shall wad will, in good workmanlike manor, do atad perforat all wiearia mW farwtsb all supplies and materials, onsebiserhl, ogaipsmat, facilities anad sneer, amept•aa a 'C6'Id."�fi;i heroin otherwise expressly specified, necessary or proper topsrf+>rrm and comploto sit the work required by this contract, within the time herein speeifiol, in accordance with the provisions of this contract and said specifications and. to seao•rdance with the piano and drawinSa covered by this contract any and -all supplemental glans and drawiije, And to accordance with the directions of the Architect/flsgineer as&Ivan from ties* to 11aw during the progress of the work. He shall furnish, *real, maintain, and remora such eeststncties • works me be re t od plant and such temporary s as y qµ r The Contractor shall observe,complywith,andbe subject to aU t•a-sins, eonditiow, toqidro. msnts, and limt:stions at 00 Contract and specifications and shall do, carry oat, rite saw. plots the entire work to the satisfaction of theArchitecT/k;ginwar and the Owner. It. Wa0wr CmWitiona I` In the overt of temporary suspension of work.or dating inclement weather, or whemover the Architect/Zalineer shall direal, the Contractor will, and will cause his subceatrsetdre to protect .carefully his and their work sad materials against damage or lsjury trorm the weather. If, in the opinion of the Architect/Zagimor, ear-work ow-materials ahall have 'Bean damaged or injured by reason of failure on the part tot tho Contractor or any of his ffubcomtract9r% so to protect his work, such nneterials •brill be reamwed AM replaced st the expanse of the Contractor. 13, Protection of Worst slid Prcpsrtp--Renfrgeetey The CmArector shall at all times safely guard the Owner's property from t%juwy or loos iu f connection with this contreet. He shall at All times safely guard arA protect Me o*w work, damage.and that of adjacent property from damage. The Covaractev shed replace or malts good Any such damago, loss or igwry artless such be caused diroctlr by errors contained in Nn can. �. tract or by the Owner, or his duly authorised represoatatires. to caoo of an Ornergency which tbreeton s loss or isjwy tit p1cpartr, &and/or softly of lift, the Contractor will be allowed to act, without previous isatructloas tram do Arebttoet,/ ;! Englaner, in a diligent manner.He ohall nstifyr the immodiatelr were. after. Any claim for cosapowatio'a by the Contractor due tr such extra mask shall be � promptly submitted to this Arehlteet/Cngineor for;approral, '! r ,yT Whore the Contractor bas tot taken action but has amitified the Architect/Utiont of sec emergency thre,stetdng ik try to persona or damage to the work or any sdjeining property, he shall act as instructed or authorized by,the Arabitact/engineer. The amount of rwirabursemewt claimed by the Contractor on a:coust of any emergency action shall be determined in the manner providod to Paragraph Ili of the General Co". Nona. 14. tawactift The authorised repreisantativoo a+ed agesan Wthe Departmeat of Honing and Urbau Develop- errant shall be permitted to inspect all work, materials, payrolls, rioorde of persoa wl, lnvoiess of matortala, and other roleosant data and records, Its Reporw, Records, gild Data The Contractor shall submit to $be Owner such sehsdhslo of qusatitiss and Gaeta, progress } echedulos, payrolls, reports, eatimatea, record* and other data As elm ow"t mar resrusst concerning work performed or to be performed wader this contract. 16, diGeriatettdsme by Contractor ' At the aft* of the work the Contractor oball employ a construction superiatoedent as dose- , Henan who *ball have tall adbarity to .act for the Contractor, it is nadarstood that such representative ahall be•aaG�r -ble to tba Arcbltect/>irnginser and •ball be one wike slut be eoatiuged to that 040407 for the,ppidaulae job favel"d uatoss be.aeaaes to be am*0 Comreacur's payroll. . d <i 1MIr-qMf A-M r. , �������r���r'�'M:%1y���iw...1.R T'RI�M 1i.\I��iw�^.i.i+l 4:J.+`....��.......w..�.�+f..r .•�.rr.iV�Mrt✓✓lit ti•.14. .. .r il.lY .VY.'L I' w^^�.".. r t• 11 1 T. Chu**& ia Work No chandes in the work covered by the approved Contract Documents shall be made with- out having prior written approval of the Owner. Charles or credits for the work covered by the approved things shall be determined by one or more* or a comblastioa of the fot- lowing methods: (s) Unit bid prices previously approved. (b) An agreed lump sum. (a) The actual cost oft 1, Labor, including foramen; 2. Moterlal■ entering pormnmasmentlr!Me the work; 3. The owpsmrship or rental cost of construetiost plant arA equipwAnt durimag Ow tiara of use on the extra +cork; d. Power amd coax w mable supplies for the operation of power equips mentl S. Ineurasce; 6. Social Security and old age and unamploymt at contributions. To the cost under (c) there shout be added a fixvd tee te.be agreed upon 5ut'rM to oxesed fifteea percent (15%) of the a+ctw: cost of the work. Tt.e fee shall be compieneation to Dover the cost at supervision, overhead, bond, profit and any other gimseral expeases, III, lianas Without invalidating the contract, the Owner may order extra work or snake ehamigor by altairinmg, adding to or misductiagfromtbe work.the contract ■usn being sdju4_tad accordingly, mad the consent of the Surety being first obtained where naceasary or desirable. All the work of the kind bid upon shall be paid for at the price ■tipnlatel in the par!•-oesl, and Imo claims for any extra work or marateriais shall be allowed mmalsaa the w6vk re ordered in writing by the Owasr Or its Arebitset/Maginser, acting oslicialtr for Use Owrnmar, sad the price is stated in such order. It. Time for Complatioa dad WgWfdated DaMg+tiee It is hereby uwaeretodd anmd mutually agreed, brand between the Contractor and the Owner, i that the data of begismdng saw the time for completion as specified in Use sootract of the work to be dens hereunder are X55ZNTiAL CONDITION! of this eootrALt; and it is !,miler mutually understood and agreedthatthe workornbrace41n tMe contract %ball of eommemed on a date to be specified In the 'WoNce to Proceed," The Contractor agrees that avoid work shall be prosecuted relalsrly, diligently, and u»- intorruptedly st such :ate of progress as will insure f II completion thereat within the time spet.ified. It is expressly undemrst od mad agreed, by mad between the Contractor and the Owhor, that the time for time completion of the work described herein is a reasonable time for the completion of the same, taking Into consideration time average climatic r.amgo and usual industrial coaditions prevailing in this locality. If the said Contractor ,shall ,neglect, fail or rotate to complete the work within the time herein specified, or any proper exUas Ion thereof granted by the Owner, thin,the Contractor does hereby agree, as a part consideration for the awarding of this contract, to per to the Owner the amount specified In the contract, not as a penalty,but as liquid4ted damages for such breath of contract so hareinmafter set forth, hr oath and erary calsodar day,thamttbe Contractor shall be is d4fault after the time stipulated in Use m untract for completing time , work. ' The said amlmommnmt is fixed and agreed upon by and betwaen the Cardractor and the Own r becaasa of the impsamRicability and extreme difficulty of 11%inm« mind ascertaining the actual y damages the Owner would in such event sustain,and said amount is agreed to be the anmoumstt of damtmagoa Which the Owmaer weal$ susta'.n amnd said assmuunt shall be retained from crone to time by the Owner irons current periodical estimates. It Is further agreed that bane is ad±" eseerm io of each and evemry portion of this contract and of the speciAeations whaeoin a definite asmd aortaln lengtb of time is fixed for the "ffornta"a of nary act wbatesever; card wber's under the contract an addlUoral time is m{ tN�9-q>t1a N-�1 s l i'?I�!'r.•jhW�n".•irii•iH':,�:,�;..f.'�:.�: t;rl:�:Jc.i.'z.�a_a,-,.>...... ........__.,...... ._ _.. _ ..�.. ..................._�.... ... .«•...� allowed fox tie completion of any work, the now time limit fixed by such extension *ball be of the essence of this contraiL•. Provided, that tlxt Contractor shall not be charged with liquidated damage* or any excess cost w en the Glwnsr determiqus that the Contractor Is without fault and the Contractor's ' reasons for the time extension are acceptable to the Owner; Qrcrided, further, that the Contractor shall not be charged witb liquidated damage* or any excess cost when the delay in completion of the work1a due: (a) To any, preference, priority or allocation order duly issued by tho Government,. (b) To unforeseeable cause beyond the control and without the fault or negligence of the 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 UW Owner, first, floods, epidemics, quarantine rostrictione, strikes, freigbt oorbargoes, and ■evera weather: and (c) To star delays of Subcontractors or suppliers occasiouad by W of the causes specified in subaeetions (a) and (b) of this articles J!r video further, that the Contractor shall. within ten (10) days from the begiming of such a ay, ua ens the Owner shall $rant 41 Artber period of time prior W thew date of Anal settlement of the contract, notify the OvIser, in.writl-8; of Slit noses of Shia delay, who shall socertaia the facts and extent of the delay end notify the Contractor %-Miss a "uses. able time of its decision in the matter. 20. Correction of Work Ali- work, all materials, whether incorporated in the work or not, oil procession of mane• factuve, and all methods of construction shalt be at all times and placea subject to the inspection of the Architect/Smgimser who shall be the flsaal judge of the quality and suit. ability of the work, materials, proce*aes of :manufacture, and Methods of eowtructims for this purposes for which they, are used. Should they fail to most hit approval they shall be forthwith reconstructed. shade good, replaced snd/or corrected. as the ease wAy ba, by the Contractor at his owns expense. Rejected material shall immediately be removed from the cite. If. is the opidom of the Architect/Engines. it to ussdssit"Is to replace any detective or damaged materials or to reconstruct or correct any portions of the work injured or not rformed is accordance with the Contract Oocumerd* the compensation to 41 Pe' f'r � be plied to the Ccnntsactor hereunder shell be reduced by such arnaurd as In the ftedgsros"t of the Architect/Engineer shall be equitable. 31. bsurfice Condltlont lr cold Different ilhould the ConAractor eacounter sub-surfsao and/or latent cooditiomw at the alto materially differing from those shown en the Plasee or indicated .n the SpeciAcations, be shall imme- diately give notice to the Arehitact/hlnegi rose r of such coaditiow bolero tbey are disturbed. The Architect/tngineer will thereupon promptly investigate the conwiitiena. arse if he Ands •that Ony materially differ from those shows onthe Plans or indicated in the Speeificatioas, be will at auto make such changes in the Plant sad/or 8praiticatiozo as he may tied sec- eatery, any incroass or decrease of cost resulting from such changes to be adjusted in the manner provided in Paragraph 17 of the General Cdndittem. 22. C"s for Extra Cost No claim for extra work or cost shall be allowed unless the some was done to p4roumace of a vrrittoa order of the Asehitect/EnSiwter approved by tht Owner, as Mfovosaid, *ad j the ctaine presented with the first estimate after the changed or extra work is dome. When work is performed under the terms of subparaSraph 17(c) of the Getwrai Couditiew, the Contractor shall furnish satisfactory bills,, payreila and vouchers covering all ftme of coat asd when requested by the C"War, give the OMM7 access td acc+msks relating norsto. i t!. might of the Owner to Tirminte Contract ka the event that ear of the prrovisima of,this ernUaet are violated by the Cont vog"r, at by • sap of-haia subcostraetors, the Owa le may a%vve written w ates.hoes the CodracSor and then ftretr of its iaaterAlm to terminieW.tbe cadraat,•snob ssoace*.10 comfW artbe re"ons dbr � r 1 7...�..+.�� ....�-....w.-.�..wn�.ww...r . i such intention to terminate the contract, and unless rr.thln tan 110) days after the serving of such notice upon the Contractor, such violation or delay shall cease and satisfactory arrangement of correction be mad%, the contract shalt., upon the expiration cf said ten (10) days, cease and terminate. in the event of any such termination. the Owner shell imme- diately serve notice thereof upon the Surety and this Contractor and the Surety *halt have the right to take over and pertot1m the contract; Prrivided, hIr, that if the Surety does not commence performance thereof within ten (10) days from the date of the :nailing to such Surety of notice of termination, the Owner may tak4 aver the work and prosecute am same to completion by contract or by force ass+yunt for the account and at the expense of the Contractor and the Contractor and his Surety •hall be liable to the Owner for any ens. cess groat occasioned tars Crtrne.r thereby, and in such event the Owner m►Ay take possession i of awl utilise in complaticg 'the work, much mrterials, appliances, and•plaant as nway be oa t the site of the work arse necoxanry therefor. 24. Ccns'tructlon Schedatle acid Periodic Estimaieu Immediately after execution and delivery of the contract, and before the first partial pay- ment; is mado, the Contractor shalldeliver tothe Ownaer an estimated co-wtruction progress schedule in form satisfactory to the Owner, showing the proposed drtes of commencement and completion of each of the various uubdivisione of work required unrdeT tb4 ConRsaet Documents and the anticipated amount of each monthly payment that will become due tha Cordrsetor in accordance with the progress schedule. The Contractor shall also furnish on forms to be supplied by the Owner (a) a Wailed estimate givinA a conspiets breakdown of thus contract price and (b) periodic itemised emtirnates of work dor.,s for the purpose of making partial payments thereon. TM costs employed in snaking up any of these schedules will be used only for determining tha basin of partial payments and Mil not be conmidered as fixing a basis toy additions to or deductions from the contrnet prise. n ZS. Payments to Contractor t (a) Not later than the 15th day of each calendar month the Owswr *hall make a progress payment to the Contractor on the basis of a duly certified and approved estimate of the work performed duriwwi the preceding calendar roonth under this contract, but to ; insure the proper performance of this contract,theOw*esr mWill retain ten percent (IQ%) of the amount of each satisnate until final complatioe. and acceptance of all work covered by this contract: Pr deg that the Contractor ahall.submit hie estimate not later than the Brat diry of the month: Prqvided. further, that the Owner at any tiww after fifty percept (So'1i) of the work hag eon eamplat4d, if it finds that satisfaota" progress Is being :ride, may make any of the remsiMnit progress payments in Wit Ergglod, fijW. that on completion find acceptance of each separste building, public work, or other ivieim of the contract. on which the price to stated separately In the contract, payment rr+sy L ■ made in fir,ll, including retained percentages therece, loge authorised deductions. (b) In preparing estimates the material delivered an tlrs site and priopsratory work done rosy be taken Into consideration. (c) All materiel must. work covered by partial payntestr, made shall thereupon become the sole proper!y of the Owner, but this provfsioat aht11 not be construed as relieving the Contractor from the mole responsibility for the care and protection of materials and work upon which payments have been made or the restoration of any dsmaleu work, or as a waiver of the right of the Owner to requirt, the fulfillment of all of the terms of the contract, (d) OrIner's !tight to Wltbhold Certain Asnounts anti NaI Aimlication Thereof: The Con- tractor- agrees that Ito will t+ -salty and"Give M-4 owrmi harridess 99MR all claims grieving C,aat of the lawful demands of subcontractors, laborers, workmen. machatdes, materialawa, and furnishers of machinery 4wJ parts thereof, equipment, power teals, and all ►rupp►lise, including commissary, ifteurssd In the furtherance of the performance of this contract. Tlae Contractor shawl, at the Owner's requeet, furnish satisfactory , evidence that all obligations of the nature hmminabove designated have been paid, dis• charged, or valved. It the Contractor fails fro to do, them the Owner may, after having x served smitten notice on ttw said Contractor,Who rpay unpaid bills, of which thwr Owner hoe written noise$ direct, or withhold from the Cositrector's unpaid aompensmtfow a 't 'oum of moister deemed reasonably sufficient to pry any said all such lawW claims we it t antisfactery evidowe ie ilassais'bod that all liabilities have base fistly diMacbarged where.Ir L,pea psy n let to ON Constrictor ohall be resume+, is accwrdowe with the terms at We 1�-�swssfs-�1 T 1 4 , t 'RS,�•y^is^.tt.ft,.t4.f �•Y� ►�.. :.ie.`.5:.�.:.:+:.;ti..�.__.._ .-__ _....._...._ ....�.�.��..w+ry r....�.+..�.—..�.... —...T+1 !J cant:-act, 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 unpa id bills of the Contractor. the Owner shall be deemed the agent of the Contractor, and any payment so trade by the Owner si.all 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, Acceptuince of Final Payment Constitutes Release The acceptance by the Contractor of final payment shalt be Mad shall operate as a release to the Owner of all claims and all liability to the Contractor for all things dMW or furnished in connection with this work and for every act and neglect of the Owner and other• relating to or arising out of this work. No Vermont, however, final or otherwiws, shall operate to release the Contractor or his sureties from any obligations under this contract or the Performance and Payment Bond. 27. Paymants by Contractor The Contractor shall pay (a) for all trans portlition 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 sxpendable equipment to the extent of ninety percrant (10%) of the coat thereof, not later than the 201h day of the calendar month following that in which such materials, tools, andequipmentaredeliversdatthe site of the project, and 00 balance of the cost thermal, not later than the 30th day following the r.,oetplation of that part of the work in or on which such tnaterials, tools, and equipment sire ineorperatvd or used, and (c) to each of his subcontractors, not later than the Sth day following each payment to the Contractor, the respective arnouttts'allowed the Contractor an account of Ow work per- formed by his subcontractors to the extent of each subcontr-setarle interest therein. U. lnattrance The Contractor shall not commence work under this contract until he has obtained all the insurance required under this paragraph anti such insurance has bean approved by the Owner. nor shall the Contractor allow any subcontractor to commsonce work on his sub• emistract until the insurance required of the subcontractor lime been so obtained and approved, (a) Cam "Nation Insurance: The Contractor shall procure and shall maintain during the life of this contras workmen's Compensation InstArastce as regtiirsd by applicable !state ' or territorial lawn for all of his employees to be engaged to work at the site of tAe pro. � ;act under this contract and, in care of any such work sublet, tha Contractor shall to- quire the subcontractor similarly to provide Workmen's Cimpensation Insurance for ' all of the lattar's trmpioyese to be an;fajed In such Work unless such employees are crviirird by the protection affordedbythe Contractor's Worl•men'st Compensation lnsur- •nee. In case any class of amployeas engaged lit hasardoum :cork on the project under s+this contract is not protected under the Workmen' Compensation Statute, the Contractor shall provide and shalt cause each subcontractortaprovidr. adequate employer's liability insurance for the protection of such of his employees as are not otherwise protected. (b) Contractor's Public Liability and Proverty Damage Insurance and Vehicle Liability I uranras M Contirictor shall procure rind shell mart ain ur Mg the Me of Hus can. tract ontrastor's Public tdmbility Insurance, Can'ractor's Property DamageIneuranee and Vehicle Liability btaurance in the Mnnounts specified its the Supplemental Ceste:ral Conditions. le)Subcontractor's Public Liabilitz and Pro r Damage Insurance end Vehicle Usbitity. TR Contraictor shall atther rt•gulse each of is subcontracto7h to pro- cure and to maintain during the life of his subudntrsrrt. :subcontractor's Public Liability and Property Damage Insurance and Vehicle Liability Insurance of the type aril is the amounts specified in the Suppl+n+ental General C.onditimsm specified In subpora topic (b) hereof or. (2) insure the activities of Me poling, specifier! in subporajraph(b) h4reat. (d) Jcge cf Insurance and 8 cial Hasarda: The insurance required under subparagraphs (b) at c) Mrsoff shall provide adequate prdection for On Coatrmetoar amid his subceu• tractors. respectively, against datrtags claboop which may sties !testa epesatidsas weber S +sus-amiss n«tp 1 this contract, whether such operations be by tbo inured or by anyone directly or in- directly employed by him and, also a`sirrst 411y of the special hasa:da which may be encountered in the performance of this contract as enurnorated ire the Supplesa+estal General Conditions. (e)laud dsrr s_Risk Insurance Fire and Extended Covers s : Until the project is completed sad accepted y the Owner, the wner.or. ont-ae or a�the Owner's option ae indicated In the Supplemental Central Conditions, Form HVD-4138-N) is required to maintain Builder's Risk tnsurAnce (fire and extended coverall) ona•100 percent completed valve ► basis on the insurable portionafthe project for the benefit of the Owner, the Contractor. subcontractors as their interests may Appear. The Contractor shall not include say costs for builder's Risk insurance (fire and extended coverage) premiums during ca n- 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 We Surety shall ba obligated to lull performance of the Contractor's usdertakiog. (i) Eroof of Cars�iaza of I nsuramcas The Contractor swill futaish the Owner with certificates showing tin typelp arno u► , c ass of operations covered. effective dates add date of ex- piration of policies. Such certificates shall alsoeratainKubstauttally ttse following state. ment: "The insurance covered by this certlficare wilt not be cancelled or materially altorod. except alter ten (10) days wtitter► notice has been received by the 4w.ssr." z9. Contsttct �strlty The Contractor Aall Juraloh a porforrnanca bond in an amousst at least equal to oar hundred percent (100%) of the contract prices as security Uor the faithful performance of this con• tract and also s payment bond In are amonnt not less than one hundred percent(100%)of the contract price or In a penal suss not less than that prescribed by State, territorial or-local law, as security for the payment of all persons purlornsing labor on the project usrder this contract and futalohing materiale in connection with this contract. The performance bond radthepaymemboudmaybe in one or in separate Instruments In accordance w1L% local law. ,ems $0. Additional or Matitute Bond It at oar time the Owrear for justifiable cause shall be or become dissatiefled with any surety or sureties, then upon the Pertormawm or Payment Bonds, tea Car:ttactox shall within J we (5) days After notice frown the Cvner so to do, sahatituts are acceptable bead for bonds) in such form and sun and signed br such other suretpt or sureties as may be satisfactory to the Owner. The premiums on such bond shall be paid•by the Contractor, No fvrtbar payments shall be deemed date not shall bi Horde until tree now surety, or sureties -shall have fornished such an acceptable bond to the Owner. 3i. Asiaiatsmes4 • The Coveracter shall not assign the whole or any part of this contract or any money* due ` or to boco*ue due hereunder without written consent of the Owsor. In ease the Cmdraetor aasissrs all or may past of &my mansim due or to became clue under this contract. the i . ; strmrnent of assisstrneeat shall contain it clause substantially to the effect that it to agreed that the right of the assignee in and to any moneys date or to borosas due to the Coertractor shall be subject to prior claims of all persons, firms and corporations of seryicas rsssdsnred > or materials supplied tot the perfalmonce of the work called for in this contract. Ia. MVWM Respva&MUty od Contractors if, thse-sngb sat• Of s►eglect on the part at the Controctdrl guru other Coss:raatt+r or say a ule• contractor aball seefter toes or damage din the work. the Cr:mtractor agrees to settle Mtn► i NGC1; agrar Contractor or subcontractor by agroomasdt or arbitration It such Mar, Cotes ttar:tet or s+sbctaetractors will so settle, 1f leech saber Contractor or aubteat;fActer shall i assort shy claim a sisest the Owner as actowst od any dam beeve age alleged to s boas a". tsiseid, the Owpetr $ natity the CorttrscWr, who shall tademaily sad ears harmises no ; Owner against vet such slain, ti f N4�-sisesA-rp 'rj.,,,S�gT►'�Pd:��aiM1:':.L'tie,ii �i:�srR,�.;.:�...�........._.__.. . ..._._..._. -- ...._. f� 3 a 1. S"r*te Contrac. The Contractor shall coordinate his operations with tho►eof other Contractors. Cooperation will be regairod in the arrangement for the storage of materials ar►d in the detailed execu- tion of the work. The Contractor, including his sukunt ratio too, shall keep intoned of the progress and the detail work of other Contractors and shall notify the Architact/toonser immediately of lack of progress or defective workn►anahip on the part of other Cosdraaters. Failure of a contractor to keep informed of the work progressing on the site and tailare , to Rive notice of lack of progress or defective workmainabip IeT others shall be eosetraed so acceptance by him of tha status oftht work as being sattsfaetorr for proper coordination with his-dwn work. 34. Wcontracting �(a) The Contractor to ay utilise the services of specialty subcontractors on those parts of the work which, under rwrmal contracting practicer, are performed by specialty sub- contractors. (ti) The Contractor shaU not award any work to any subcontraztor without prior written approval of the Owner, which approval will not be given until the Cohlraetor submita to the Owner a written staternaat couceralag the proposed award to the subcoatracter, which statement shall contain such information as the Owner mar require. ' (c) The Contractor shall be on fully responsible to the Owner for the acts and omissions of his subcontractors, and of persons either directly or indirectly employed by them, we he is for the acts and omissions of persons directly employed by him. . . (d) The Contractor shall cause appropriate provisions to be inserted to all subcoedracts relative to the work to bind nubtontractors to the Contractor by the terms of the General Conditions and other contract docureeate Inoofar as appUcablo to the work of su bcon+ tractors and to give the Contractor the same power as regards terminating any sub- contract that the Owner may exereire ever the Contractor urn*r any provision of the contract LOCtfrnlRte. + (a) Nothing contained In this contract shall create any contrast+ul relation between any j subcontractor and the Owner. + 35. Architect/Zginser's Authority The Architect/Mnginter shall give all orders and directions contemplated under this cm. tract and specifications, relative to tboexacutionotthe work. The Architect/&Wnser ,ball j determine the smount, quality, acceptability, and litaess of the several kinds of work and ; materials which are to be paid for under this contract and ,ball decide all gnsatifts whie% f may aria* In relation to said work and the construction thereof. The Architect/DWIN0*011 soli:natts and decisions shall be final and conclusive,except as heroin otherwise exprs$MIT provided. In case say questiom shall arise between the parties berets relMtive to sod too- tract or specifieationa, On determination or decision of the Architeet/lfagiaser shoal be M eo"tion precedent to the right of the Contractor to receive any money or paymont bar work under this contract affected in any manner or to any extent by such question* The Architect/tngineer shall decide the in•aning and intent et May portion of tho specifics. Lions am of Mar plans or drawings where the same may be found obe:ure or be In dispute. Any differences or conflicts in regard to their work which may arise batween the Coeiltrae- for under this contract and other Contractors performing work for the Owner shall be adjusted and detoTmined by the .Architect/Eaginedr. 36. Mated Allowances i , The Contractor shall Include in his proposal the cash allowances stated in the suppleansaw General Condition*. The Contractor shall purchase the "Allowed Materials" go directed by + ; the Owner on the basis of that lowest and beet bid of at least three competitive bids, Una t, actual price for purchasing the "Allowed Materials" Is more or lose than the "Cash Allow. anew." the contract price shall be adjusted accordingly. The adjustmweve to cetrtraet Price shall be made an the basis of the purchase price without additional charges for "arlwad, profit, Insurance or any other incidental expenses. The cost of installation erf ties "Allowed materials" shall be included is the applicable sootiew of dw Contract Specificativa* sawn tog this work. 10 I nrs�-sssas to-sri f 'rl►-Z4f;,,.�.. :w ..iti i., .fie..... .'1.:4.... ._..�. .,._. .. _...__......._...�.................-,.r. ...-_��.- .,,,,,1, ,t I 37. Use of Promi"S turd Removal eK Desbrls The Contract expressly undertakes at his own expenso: (a) to take "very precaution against Injuries to persona or damage to property; (b) to store his apparatus. materials, supplies and egnlpinert W such orderly fashion at the site of the work as will not unduly interfsrs with the progress of his weak or the work of any other contractors; it) to plats 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, sad dobris caused b his operations, to the tad that at all times this site of the work shall present a resat, orderly end workmanlike sproarastce; Jr.)before final payment to remove all surplus rnatavial,false-work, temporary structures, ite Judir� foundations thereof, plant of say description and debris of every nature re- sulting lram his operations, and to put the sit! in a seat, orderly condition; Itl to effeet all cutting, fitting or patching of his work required to make the oaiao to cost- forsn to the plans and spetcifieatioas anda except with the comost of the Avebitect/. Engineer, nit to cut or otherwise alter the work of assy outer Contractor. is, Q+ti tittles Of Maimtiter WkeTever the estimated quantities of work to be done and materials to be furrsshod valor this contract are shown In any of the documents including the proposal, they are Biwa for urn in comparing bids and the right In especially reserved except as h►ersin otheswise spocifically limited, to increase or diminish thism as may be doomed reasomably maeessaryr or desirable by the Owner to complote the work contemplated by this coat:act, and such Incroser or diminution shall in no way vitiate this contract, not shall any such increase or dimiwtion Sire cause for claims or liability for damages. M i.itrdts sod M#M-d-War t: Prior to the start of construction, the Owner shall obtain all loads sad rigbte•of-way necessary for the carrying out and completi on of work to be performed tinier this contract. 40. Gents)Gera %*y Neither the Anal certificate of payment nor any provision in the Contract Doeumelrts,not partial or entire occupancy at the presnise�s by thrOwner.shall constitute as acceptance of work trot dense in accordance with the Contract Documents or relieve the C Wrs►clor of liability in respect to any express warranties or responsibility for faulty materials or vrorksnanship. The Contractor shall remedy any defect*Who work ausd pay for any damp to other work rosultiiy therefrom, which shall appear within a period of sae year !term the date of final acceptance of the merit unless a longer period is speifisd. The Owner will Sire notice os observed defecto with reasossable promptness. 41. camleting Carrditw= Aar ptevisiow to any of this Contract tftwnerts which may be to conflict or incousistotst with any of the peragrapl(s in these Ckneral C-onditioss shall be road to the extent of such conflict or Inconsistency. 42. NMlte red Service Thetetat Aar MAWS to ash► Coaeiraetor tram the Owner relative to airy pert of this contract shall be is writing ear! considered deliver" and the service thereat eatapleted, Whew said MWAGe is posted, by cert[Aed Or registered 0641.l, to for said Coatrartior At his last given addresa, or delivered to peireew to the said Contraetear or Ws ounwriand representative errs tie work. 11 WAS-QM P-M 7 1 a • ' .. /'+-•� ; .� +ac •..—_ ..... .�...., ww.aa..r.,sa.ww r..t.v,r.n.........w..�.'�.a.+r.�� 43. ProvlUtone Aequired by Law D:.emed Inserted Each and every provision of law and clause required by law to be inserted in this contract shall be deemed to be inserted hersinuxithe contract shall be read and enforced as though it were Included heroin, 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 mike such inset4ion or correction. 44. Prateetion of Live` MW Health In order to protect the lives and health of his employees under the contract, the Contractor shall comply with all pvrtiasnt 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 ofdeath, occupational disease, and injury requiring medical attention or causing loss of time from work, arttsing cost of and in the Course of employment an work under the .ontract. He glom shall be r espornible for the satiety. efficiency, and adequacy of his plant, appliances, and meth•sds, and for any dan•.age which may result from their failure or their improperconstraction, midatenance, or operation. 45, Submtracts The Contractor will insert in any subcontracts the sections 52' through 56 contained horain and such other clauses as the Department of Housing and Urban Development steer, by instructions rat sire. and also a clause requiring the subcontractors to ineluds tin+se clauses in may lower tier subcontracts which they may enter into, together with a clanae requiring this insertion in any further subcontracts that may in turn be made. 46, Lgaal Employment Opporh mity During the performance of this contract the Contractor agrees as follows: (1) The Contractor will not discriminate against any eniplvyeeor applicant for employment because of race, creed. color, or national origin. Tho Contractor will take affirmative action to ensure that applicants are employed, rind 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; recruitment or recruitment advertisisal layoff or termination: rates of pay or other forms of compensation; and selection for training. Including appreaticesbip, The Contractor agrees to post in conspicuous places, available to employees sad applicants to. empl"ant, notices to be provided setting; fortlsthe provisions of this sendiscrimi- 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. . 13) The Contractor will send to each tabor 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 .2a,m titmeatts underSecU*jm 202ofExecutiveOrder14o. 11246 of September 24, 1965. and shall post copies of the notice in conspicuous places available to employees rind appli- cants for employment. (4) The Contractor will comply with all provisions of Executive Order No. 11346 of September 2f, 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 Xxecutire Order No. 11246 of September 24, 1965. and br the rules, regulations, and orders of the Seerttsry of Labor, or pursuant thereto, and will permit access to his books, records, and sacounts by the Department of Housing and Urban Development and the Secretary of " Labor for purposes ofinvestigaitontoascertaineompliancewitb such rules, reguI&IIesra, and orders. (6) In the overt of the Contractor's noncompliance with the nondiscrimination clauses of this contract or with any of such rules, regulations, or orders, this cataract may be i cancelled, terminated, or suspended In whole or in part isad the Contracta. may be i declared ineligible for further dovenurwat tontracts or Fisde rally-as slstedr instrtwtion Is Nw_aa>s ro-rrt 1 _ contracts, in accordance with procedures authorised in Executive Order No. 1 IZ46 of September Z4, 1965, and such other sanctions may be imp-sed and remedies invoked as provided in Executive Order No. 11246 of September 24, 1965. or by rule, regulation, or order of*-% Secretary of Labor, or as otherwiso provided by lawn, • (7) The Contract ,r will Include the provisions of paragraphs (1) through (7) In every sub- contract or purchase otder unless escempted by rules, regulatiosta, or orders of %be Secretary of Labor issued pursuant to Section Z04of Executive Order No. 11246 of Sep- tember Ed, 1965, so that such provisions will bn binding upon sack subcontractor or vendor. The Contractor will take such action with respect to say subcontract or pur- chase order as the Department of Housisy and Urban Dovelopment may direct as a rearm of enforcing such provisions, including sanctions for nonuompUance: Providy(, ho.nver, that is the event the Contractor becomes Involved in, or Is th"atesed with, litigation with a subcontractor or vendor as a result of such direction by than Dopartmod of Housing and Urban Development, the Contractor mey requent rise United Staten to enter into such litigations to protect the interesta of the United States. 47, Interest of Membst of or Dole(riits to C=Vess No member of or Delegate to Congress, or Reiident Conualssloner, shall be adndited to ' any shire or past of this contract or to any besafit that may aria* thevefrom. but this provision shall not be construed to extend to this contract if made with a corporation gar its general bansfit. 46. Other Prohibited Interests No official of the Owner who to authorized In such capacity and on behalf of the Owner to negotiate, matte, accept or approve, or to take part ins negotiating. making. accepting, or approving sny architectural, saginearing, Inspection. construction or material supply contract or any subcontract in connection with the construction of the project, shall become directly or indirectlyirnterestsdpersonsllyinthiscontractor in aaypart hereof. No officer, crnployse, architect, attorney, engineer or impactor of or for the Owner who is authorised it: such capacitt and an behalf of t w Owner to exercise any legislative, .exacutive. super+ vioory or other.similar functions In connection with the construction of the project, shall become directly or indirectlr Interested personally in this contract as in any pert thereot, W material supply contract, onbcosdract, insurance contract, or nay other contract per. twining to the project. 49. Use aal Occtapsutcy Prior to Acav,4mce by 01mr The Contractor agrees to the us s and occupancy of a portion or unit of the project before formal .-icceptance by the Owner► provided the Owner: (a)Secures written consent of the, Contractor except is: the event, In the opinion of rite Architect/Engineer, the Contraetor is chargeable with unwarranted delay in final eleamp of punch list items or other contract rsquitennenta. (b)Secures endorsement from the insurance•carrier and consent of the suretr permitting occupancy, of the building or use of the project during the remaining period of construc- tion, or, it)When+the project consists of more then ens building, and one of*a buildings is occupied, secures permanent lire aced extended coverage Insurance, iueluding a permit tee tent+ plate cor,rtruation, Consent of the surety must also be obtained. i 30, Phototrsphl or the Prot If required b•► the Owner. the Contractor shall furnish photographs of Onproject, in On quantities, and ss described in the Supplemental C.ene'ral Conditiosm. 51. fiuspensiaa ac wes k Should the Owner be prevented or sn johmd !rarer proceeding with work either before or after the start of conatructiva by reason of am litigation or other reason beyond the control 13 Kris-stNs t1+ta ,..._ ... , �. ... — .- ,,.,,,..:: •.,,;4f+..vHtvramsMsw-r►arMnM►' '�p,Mri�'C�l�',�.:i.r�+4.i:�i�iiisYrS:•^ .. ., .. of the Owner, the Contractor shall not be entitled to make or assert claim for darnags by reason of said delay;but tirnr for cornpletionaf the work will be extended to such reasonable time At the owner may determine will compensate for tirni foot 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 ftsechanics 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 Iota often than once a week, and without subsequent deduction or rebate an any account (except such payroll deductions as are,permitted by regulation$ issued by the Secretary of Labor under the Copeland Act (29 CTR ?art 3)), the full amounts due at tune of payment computed atwage rates root less than throe contained in the wage determination decision of the Secretary of Labor which to attached hereto and read# a part hereof, regardless of any contractual relationship which may be alleged to exist between the Contractor and such laborers a-d mechanic a. For the purpose of this clause, coetril+utions meads or costs reasonably 'Nticipated woler Section 101421 of the Davis-Bacon Act on behalf of laborers or machanics are considered wages paid to such laborers or mechanics, subject to the provisions of 29 CFR 33(a)(1)(tv). Also for tine purpose of this clause, regular contributions made or costs Incurred for more than a weakly period under plant, funds, or programs, but covering the particular weakly period, are deemed to be cone tructi vslr made or incurred during such weekly period. (O The Department of Housing and Urban Development shall require that any class of laborers or mechanics which is not listed in the wake determination and which is to be employed tinder the contract, shall be classiiledor reclassified toWermably to the wage determination, and a report of the aetian taken shall be sent by the Department of Housing arA'Urban Development to the Secretary of Labor. In the event the interested parties cannot agree on the proper claasifitatiou as ra class ification of a particular class of labor$re and mechanics to be used, the question accompanied by the► recom. rnendation of the Department of Housing and UrbanDevelopsnont shall be referred to the secretary for final determination. (d) The Department ofHousitng and Urban Mvelopmentahali require, whenever the re vl snurn wage rate prescribed in the contract for a class of laborers or rwechenrice includes a fringe benefit which to VAt •xprasaed an sehourly,wage rate and the Contractor is obli- gated to pay a cash aqquWo nt of such$ fringe benefit, as bourly cash equivalent thereof to bee established. In this evontthe interested parties cannot agree upon a cook equivalent of the fringe benefit.the question, accompanied bythe rreconrmendation of the Dbp'srtmvnt of Housing and Urban Development, aboll be referred to the Secretary of Labor for datermination. (a) The Contractor mar consider as part of the wages of any laborer or mocharac the amount of any costs reasonably, anticipated in providing benefits wader a plan or pro- gram described in section l(b)(t1191 of the Davia-Bacon Act, or any bona fide frtiage benefits not expressly listed in Section l(b)(2) of the Davia-bacon Act or otherwise not listed in the wage determination dacistort of the Secretary of Labor which is imAuded In this contract, only when the Secretary of Labor has found, up►oa the written regwot of the Contractor, that the applicable standards at the Davis-bacon Act have boss! met. Whenever practicable, the Contractor should request the Seereta�ry of Labor to maku such findiryst before the making of the contract, in the case of unfunded plans and program#, the Secretary of Labor may require the Contractor to eat aside In it separate account aasote for the resting of obligations under the plant or program. (f) The specified wage rates are minimum rates only, and the owner vrill not consider any =laims for additional compensation made by the Contractor because of payment by the Contractor of any wage rate in excess of the applicable rats contained in this rentraet. All disputus in regard to this payment of wages in excess of these specified in finis contract shall be adjusted by the Contractor. (8) If the Contractor doe s not make payments to a trustee or other third pennon. he may consider as part of the wages sit any laborer or mechanic the arnoatN of my costa • ' reasonably anticipated to providing-bonsfity under aplanar program of di-"'expressly •• listed in the wage determination vecision of the Secretary ail l.sbos wbiah 1s•a part of We contract; provided however, the Secretary of Labor bat found s pon dye written +nts•#Jfsl f!•rsl 14 .f fi,a r^ •'T. �,'� .�i:.;.T�ar..�:"_3r•illa['.. «:r.z w, .,,.........-..-_ ...«..w..wrr.a.ra•-«s...✓:...._c:.. ..a.... , w request of the Contractor that the applicable standards of the Davis.8acon Act have been Mat. The Secretary of Labor may require the Contractor to not aside in a separate account assets for the meeting of obligations under the plan or programs. S!. wlthholdwg of payawnts The Department of Housing and Urban Development may withhold or cause to be withhold from the Contractor ■o much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics amlloyed bytho Contractor or any subcontractor on the work the full amount of wagoa require 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 yr the wages required by the contract, the Department of Housing and Urban Development mays &A*? written notice to the Contractor or Owner, take such action as may be nrecesoary to cause t1;e suspension of snr further payment, advance, or Suaran0a of demos Until such violations have ceased. $4. Pltyroolla MM HKOW Accords (u) Payrolls and basic records relating thereto will be maintained during the cousae of the work-and proservedforaperiodofthreeyears thersafter for all laborers and nnecbm%ica working at the site of the work. Such records will contain the nurse and address of eac13 such employee, his correct classification, rates of pay (including rates of contributions or costs antielpatr of the types described is section lsb)(Z) of the Davis-Bacon Act), chair and iveeklr . .rnber of hours worked, deduction made and actual crags■ paid. Whenever the Secretary,of Labor hte found under 19 CFI! 5.S(a)(1)(iv) that the wages of any laborer or mechanic Include the arnount of any costs ressonably anticipated In providing benefite sander a plan or program described in section 1ib)(2)(H) of the Davla-Bacon Act, the Contractor shallrnaintainrecords which chow that the commitment to provide such benefits is enforceable, that the plan or program.is financially respom- sible, and that the plan or program has been communicated in writing to the laborers of meeharilas affected. and records which show the costs anticipated or the actual cost incurred in Pzoviding such benefits. (b) The Contractor will submit weekly a copyofal. payrolls to the Owner, for trammission to the Department of Housing and Urban Development. The copy shall be accomp"ad by a statement signed by the emploVsr or his agent Indicating that the payrolle are correct and complete, that the wage rates contained therein are not loss than throe determined by the Secretary of Labor and that the classification not forth for sack laborer or moehardo conform with the work he performed. A submission of a "Weekly Statement of Compliance" which to required ur►dar this contract and the Copelaad regulations of the Secretary of Labor (29 CYR, Part 1)and the filing with the laitial payroll or any subsequent payroll of a copy of any findings blr the Secretary of Labor under Z9 Crit 4.S(ti(1i(Iv) shall satisfy this requirement. The prime Contractor sball be responsible tar t-r submission of copise of payrolls of all subcontractors, The Con• tractor s1kall make the records required under the labor standarda clauses of the cop., tract available for Imp4ction by authorised representativez of the Department of Housing and Urban Development and the Department of Labor, staid shall portrit such representatives to interview omployeas during working hours on the Job. S5, Aoprant(cda . Apprenticee shall be permitted to work as suehonly when they are registered, individually, under a bona fide apprenticeship program registered with a State apprenticeship ag+nl which is recognized by the Bureau of-Apprenticeship and Training, United States Depart- vnent of Labor; or, If no such recognized agency exists in a State, under a program re fatered vd%b the Bureau of Apprenticeship and Training, United States Department of Labor. The allowable ratio of apprentices tr,journeyman in any oraft classification aha,ll not be greater thaw the ratio permitted to the Contractor as to his entire work force usader i they r,egisterod program. Aay sn+ployt a listed on a payroll at an apprenttes wage rate, wbe it suet registered " above, aball b_ pol►1 the wage rats determined by th+ Secretary of LMbo: for tiffs CIA$1 licationofworkhesctuallyperrermed. This Contractor or■ubconttraoter will be'roguired to ►•uraish to the Depar'!►msat of Housing and Urban Developmnt written is ++lRil 'r '►�i-ii.�t:� .�k ..,;:s:s .;,;,. �.•,,::.s.:.y. .i.z: �:�. . ran Iry I i 'evidence of the registration of his program and apprentices as well as of the appropriate ratios and wade rates, for the arms of eonstrwction, prior to wing gay M arti ppreces "the contract work. 56. Complis ice With Cvpelatd Aatt-Mckkadc Act and RegWistione The Contractor shall comply with the Copeland Anti-Kickback Act aid Regulations of the Secretary of Labor (29 CYR, Evart 31 which are heratu incorporated by teferente. 57. O►ert:me (a) No Contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mochamice, including watchmen and guards, shall require or permit any laborer or nuehanie in any,workweek In which he is employed on such work to work in excess of eight hours in any calendar day or in txeems of forty hours in ouch workweekunlesa such laborer or rnechawic receives coon• p+nation at a rate not less than one and one-half tifrnes 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 :or Unpaid 'sages; liquidated damages. In the event of any violation of the clause sat forth in subparagraph (1), the Contractor and Any subcontractor re- sponsible therefor shall be liable to any affected employee for his unpaid wages. lit addition, such Contractor and subcontractor shall be liable to the United State@ (in the case of work dare under contract for the District of Columbia or a territory, to such District or to such torritory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic employed in violation of the clause ■etforthinsubparagraph(I),Inthe sum of $10 for each calendar day an which such amployse was required or permitted to work in exreas of eight hours or in excess of the standard vrorkvmek of lofty bourn without payment of the overtime wages requited by the clouse'sat forth in subparagraph (1). (e) Withholding for unpaid wages and liquidated damages. The Department of Housing and Urban Development may withhold or cameo to be withheld, from any mole le on ys Pmy� accodnt of work performed by the Contractor or subcontractor, such sums ae may ad- m(niatratively 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 is any subcontracts gad clauses set forth in subparragrapbs (a), Ib). and (c) of this paragraph and also a clause requiring the sob• contractors to Include these ctameas in say lover tier subeoyAricte which they may Tarter into, together with a clause requiringthisinsartionin any further subcontracts that snay in turn be tuadd. Sg, Stgtls The General Contractor shall or*ot a sign at the project site identifying the project and indicating that the Government is participstltg Ir the davelopment of the project. The project alas 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 maistained in good condition until completion of the Project. t i9. Ernployment Practices The Contractor (1) shall, to the greatest extent practicable, follow hiring and ettmploymeat practices for work on the projectwhich will provide new jobopportunittes forth* unernployed and underemployed, and (2) shall insert or cause to be irasavted the same provimlas in each construction subcontract. 60. CoWat:t Toraitmdaol Wbartnattt A breach of Sections 46 and 52 through 36 may be groeade for termination of the ee07101, mad for debarnneat as provided In 29 C)'R 5.6. 16 , Nua.asaas�.� t '.�R'F j.4r' V' y..)•11!'L..... ..'. :. r.,.. M ......�-..�.....�..�.�...........�+.►•�.. ...r1...•.!..J-.!Ti S..- 1lIMu..��r rrHwr.w..�.n+�.r.lf•www.rvllrl. L�drx d Goural Conditions Subject Section Subjeoet Section Accident Prevention.................... 44 Notice ■rid Service ea..a.u..tuu..r.taa 42 Additionml Bond.......................... 30 -Obligations of Contractor............. 11 Additional Instructions a.....o...reeoe. 3 "Or Equal" Clause..a.a0 oa.a.a#a..a.some a Allowances ao ape$..aeaae•r.ienae fee beeee•# 36 Overtime Requirements#ruhauwrue 37 Anti-Kickback Att...................... 56 Owner'* right to terminate ........... 23 Apprentiess................car............ SS Patents ..................................... 9 . Architect'! Authority.................. 33 Payment of Employee#,................ 'SZ AN assess.......ee,#so-so.. 31 Payments b;r C9%traetor.aa.a.Y./...arc 27 Bovine Security...........,........0006.0. 29 Payments to CoMraetor..oteo.ata...e. as Bond, Security, additional..■......... 30 Payrolls of Contractors mad subsaco 54 Changes in Work......t..e........t..... 17 Periodic Estimates..................Go* 24 Claims for Zxtrm Coat........a..o..... za Permits, Survey*, Regulatiotss.tear. 10 Completion time..............•.......... 19 Photos raphsa beat.@..teo.fee me ago#o off aedoa s0 , Computation of Wages.........e....... 57 Posting hiinirnum wage rates seeaew. 52 ; Condition, a Subsurface...o.....,.....#.r 2l Prohibited Interests......ta.....t.see,* 48 ► Conflicting Conditions.........a.#..t.. 41 Protection of lives and health........ 44 i Construction Schedule ct#aeao.oa..ar... 24 Protection of work, property.e..ae.00 13 , Contract Documents.................... 1 Provisions required by law,o.caaatcao 43 Contract Securitr...a..............e.... Z9 Quantities of XmNinate..•atoaeat■o.ea.ee 38 Contraactor's Inouranceeae.....oaseemed .a Regulations,Kickback e.auaeaueaaNeoe 56 Contract Torminatlone#eaa...ntau.u, 60 Release of Cpntractoroat.ute sob aaeoets 26 Contractor's )dutusl Responsibility 32 Removal of Debris ......e....a.t........ 39 Contract'!'/ Obligatio"uteteeaso...a I l Reports, Records and Date........... to Contractor's PayrsUe.e..........e..e. 54 Responsibility of contractor.......... 32 Contractor's 'title to )"Ierialsa.r.. 6 Right of OwyAr to terminats,.oeaea... 13 Copeland Regulations ....e...........oc 56 Rights-of-Wby......ttt#a.tt.t too fees a$ert 39 Correction of work.pt"t.ees»s at*...a• to schedule of conatructioA e...e...eeae.. 34 Damages, Ltquidated...c.............t. 19 Security#.mad 0.0,04640a00................#.t 29 Data. Reports and Reeordeeattoeee.ae is Separate contracts...................... SS D*barmant etaeuatteu#ee.e.rw.a..nteeu 59 Services, materials, faeilitiee.ue#*# S . Definitions Removal...oa.t...ra.aaet..ea.a.. 37 `Shop Dtawingo,o.............,...........e ■4 Definitions...agbNarraaa•■.n#eee#art... Signs movie of eear.eeeeNUN.. $a Detail Drarinss..............r.......... ! Stated Allowant+!s..eoe.aror.....e#ee..ee 36 Different Subsurface ubsurfaea,eea#aaeeanwe..aa 21 Subeentractin�.egeata►.aera.......ee 34 ►cad 4S Discrimination, employment.oae.t/#.........a...........e...u 46 Subcontractor s Iasnraarae....e.a.... Z8 Drawings detail 3 Subcontractor's Parrolls..oe..a.a,..e. 54 Emergencies ....oe..............feel$ot.t 13 Sybstitvta ?3ond..#....t....#..e...e...ame* 30 sp Emplo ent Practices a.a a e a e a a a a 59 !Subsurface Conditions u..a.eeaaaaasataa a Equal Employment Opportualtya o.a 46 Superintendence by conttaetor,,..... 16 Ejitimated Quantities*,e.eeao.aea did/o*. 30 Survwys, pamitr soo.,ao#aoae.e.a.ae.rat. 10 irestr its tosoaas ea.so see tots as*mad ads emote soto 1S Suspension of 51 Fihal Payment.........e........a...tet.. Z6 Termination of contractae,a,ae.a. 23 4"69 Guaranty, general.ofees..t.o.toat#ea..., 40 Tooting of>Mtaterials,..,..t#aaaer.a..e.e 7 inapecicon,a........t..t.e................. 14 Time for 19 Inspection of Materials.Yee.ae.ae.,a... 7 Title to material*....#.a............#... 6 Incurapes.,,@lost a#a.#,nasee tooefaa.es$# ag .Use and Occupancy.-aunreaueuueoe.. 49 I.ands and Rights-of-Waree.o.:#.made, 39 Use sf Pt•amissa......t..............•... 37 Legal Provisions, Implied*#@ 43 Waage Adiwtnneraa....#....t.a..e....a..a 33 Liquidated dawAiiea ..at.##e....a.utu 19 Wagea, bulliftl4m aeeo.t. 53 Materials/..ae.eaerNe.eY.aeaae.tae.aa/a.a. S Wass Ilndarpayamersta,#too*$.tr#.e#eo..# 53 Member of Congressots.of.made foods of. Oaf Weather trl"Witiowe#.a#aaa..et.t.eae#.a. 3t Kistimum Mrage/........a................ Set Witbholdiva of F'a"sta ...a.....er... 53 Nonediscrirninatiom in Xmplayment 46 1 T 4614 oecNmarlr rsrtes wrs= WN e-whNa rNe-aiiai Is-ri gyVrlc�i'iN�yF•XCY.:Z'I'T.a�'it:i�t.1,:T:<...�v.,.n�.,- �._.._..r. .,...N.+,r,•wr:.t�:a�v:.i..+.+G[+ut vatfu7+:ufs.Knaraq.wfMMO ON SUPPLEMENTAL GENERAL CONDITIONS i 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 kourly Wage Rates r 7. Builder's Risk Insurance �i 04 0 Si k� �4rr t{� f 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-59 A-7 to A-13 , A-15 to A-22 and A-26 Heating and Ventilating : A-23, A-6, A-14 Plumbing: A-24, A-6, A-14 Electrical : E-1 to E-6 , A-7 , A-15, A-25 Public Works: U-1 to U-1.2 Landscape A Irrigation : " P-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 : 4S pages Landscape 6 Irrigation: 40 pages ADDENDA: No. Date No. Date No. Dal-e 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 ) .'� .StiA:3tx71\1t'G9fsYFti+. arw.w....+.....,�.�.._�. ._._. ..�«+.iwv.ar..r.+rr*.w.-r.+.+..+.. «+--r—...rpp. ..•'� a1`.,t,i i; _ 1.'0 i i (e) for (Page of Specifications )$ 00% ( 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 26 of the General Conditions and article 7 , paragraphs i and j of the General Requirements of the City of Huntington Deach , 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 sh311 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 bctivities 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. i 7 . BUILDER 'S RISK INSURANCE As provided in the General Conditions , paragraph 28(e) , the Contractor will maintain Builder 's Risk Insurance (fire ax- tended coverage and vandalism) on a 100 percent completed valuer 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. B. GUARANTEE BOND As required under article 12 of the General Requirements of the City of Huntington Beach , California, provide one year Guarantee Bond. I f I N D E X THE GENERAL REQUIREMENTS of THE CITY OF MlNT1PI MN BEACH, CALIFORyIA 1. Definitions ! : 2. Proposal RequiTewents 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 at Proposals B, Rejection of Proposals Containirq Alterations, Frasu-es, or Irregularities h, Disqualificaticn 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. Rxecution of a Special Assessment District Contract f, failure to Execute a Contract 4. Scope of Bork a. Work to be Done b. Changes in Work for a Cash Contract project c. Changes in Work for a Special Aa.aesseaent District Contract Project 5. Control of the W*Tk a, Authority of the Director b, Drswinga and Specifications c. Working Drawings d. Conformity with Plans and Allowable Deviation a, Coordination of Plans and Specifications f. Interpretation of Flans and Specifications P,. Inspection h. Newval of Defective and Unauthorised work 1. Super intandenca J, Lines and Grades k. pinal Inspection 6, Control of Materials a. Quality of Materials b. Trade Namits or Equals c. Sugles and Tests d. Defective Materials `, o~^yr!l�1t�./„�2'%i'.µ:, ':.Y:'tt 1„ :S7L';Hr,LI:.rT1-.«•.....v.a•+-sr.w-vrr...at.Mlwn•rrr..rtLr.::w*vc.Wr✓rMmw.w+xnir.wNwa•�w.r+.•tiM+.'.�w.M. I N D £ 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. !tours of labor g. Public convenience and safety i h. Accident protection 1. P.esponhibility 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 � S. 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 suspensict. of work h. Titre of commpletiou and liquidation damages { L. Suspension of a Cash Contract J J. Termination of a Special Assessment District Contract k. Right of way 1. Preservation Q cleaning ; . m. Acceptance 9. Measurement and Payment for a Cass, Contract a. Extra and force account work b. Progress Payments C. Fimtal payment 10. Payments for a Special Assessment District, Contract 11, Bid Price 12. Guara►ntee 13. Conflict with Special Aasessmsent District Law TO 4. j r l' i. i I CE REQUIREMENTS OF THE CITY OF !{UN[INGTON BEACH, CALIFORNIA t. DEFINITIONS Whenever, in these opectfications or other contract documents what* there specifications govern, the following terms or pronouns in place of them arc used, the intent and meaning shall be interpreted as followst CITY: City of Huntington Beach, California. STREET SUPERINI'END£NTs St-eet Superintendent of the city of Huntington teach, Californ a. DIRECTOR: Director of public Works of 'he city of Huntington Beach, California. CITY CLERIC: City Clerk of the city of Huntington Beach, California. COUNCIL: Council of the city of Huntington Beach, California. CITY ATTORNEYr City Attorney of the city of Huntington Beath, California. CONTRACTS Contract D-)cumenta consists of the Proposal. Agreement, the General. Ngquir a nts of the Contract, the Plans or Drawings and Specifications. including all modifications thereof incorporated in the Documents before their execution. BIL� DEAS: Any Irdividuat, Firm, Co-partnership or Corporation, submitting a proposal for the work contemplated, acting directly or through a duly author- ized representative. CONTRACTOR: Tre Person or Persons, Co-partnership or Corporation, who have enter nto a contract with the City as party or parties of the second part, or his or their legal representative. SUBCON'TRACTORSt A Person, Pirm or Corporation supplying labor, materials ar equipment for work at the alte of the project as an agenr of the Contractor. PLANSt The official state end full site detail. drawings or exact reproductions i tie oof, tdopted and approved by the City, showing the location, character, dim- ensions and details of the work to be done and xhich are to be considered as I part of the Contract. s I SPECIFICATIONS: The instructions, provisions, conditions, and detail require- ments contained herein or herewith, pertaining to the mathods and wanner of performing the work or to the quantities and qualities of materials to be furnished f undor the Contract, f Page 1 1 I f ..t��y"!'i,:r ;1f V+::3:..: :i. ... . .:i� ... ..... _ _ .. - .,.. ._..`• -, - . ....i i.71. « t.�tiilriNl:fORY�na`,7CP+�.iw:L.�iWM' i WORMKt All of the work of the project contemplated and called for or shorn in the Contract Documents. CALLED rOR SHOWN INDICA:FD: As called for, shorn and/or indicated in the Specs ications or on the dri%.-ings. DIRCCTEDt As directed by the City through its legal representative.. APPROVED, PROPER, EQUAL, REQUIRED, SATISFACTORY, SUITABLE, NECESSARY% As con- sidered approved, proper, equal, required, satisfactory,i� suitable or necessary In the judgement of the City. INSPECTOR= Legal representative of the. City. CITY TYENGIt EER% 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 un s or other City accounting funds. A SPECIAL ASSESSMENT DISTRICT CONTRACTS A Contract for work Which will be paid for under the provisions of either The Improvement Act of 1911 As prescribed for in Division 7 of the Streets and Highways Code or the Municipal Improvement Act of 1919 as prescribed for in Division 12 of the Streets at.d Highways Code, 2. PROPOSAL REQUIREMENTS 2-a.r,EXAMINATION OF PLANS,, SPECIFICATIONS SPECIAL PROVISIONS AND-SITE OF WORK The bidder shall examine carefully the site of the work contemplated and the proposat, 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, us 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- went 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 Or 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 Witt be required for the taking out of plans, none of which will be refunded to any bidder. Page 2 I II 2-co PROPOSAL FORM I 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 tha the one issued to the bidder will b: 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 ContractorA License number. If the proposal is made by an individual, his name, post office address and telephone number imist be shown. If nude 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 rsadj payable to the city of Huntington Beach, for an amount equal to at least ten percent (171.) 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. WI MDRAWAL 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 authorised representative, for the withdrawal of such bid. is filed With the City Clerk. The withdrawal of a bld shall not prejudice the right of a bidder to file is new bid. 2-f. PUBLIC OPENING OF PROPOSALS Proposals ;t' � be opened and read publicly at the tf.me and place indi- cated in thov notice to Contractors. Bidders or their authorised agents are invited to be present, 2-IL REJECTION.OF�PROPOSALS CONTAINING ALTERATIONS, ERASURES OR IRRECULAR7TIES 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 kinJ. 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 th( same of different named will not be considered. Reasonable ground for believing that any bidder is interested in Page 3 ....- ♦:-av�1.•a...Y.' wv.....w ,....�..r......��....w�.�.n.�.w-. +.w`vyr++�:..,w.ni r.Vr..ww.4.'r.....V w1 t:-i7�Yxlt s.lvawi 1NM11 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. Alt bids will be compared on the basis of the City's estimate of the j quantities of Work to be done. !� 3-b. RETURN OF BIDDER'S GUARANTIES Within test (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 makit,g 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 1 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 L007. of the contract price to guarantee the faithful performance of acid contract by the Contractor, The other bond shall be executed in a sum equal to at least 507. of the contract price to guarantee payment of the claims of laborers or mechanics who perform work under the contract, and the claims of persona who furnish materials, supplies, manufactured articles, equipment or machinery used or consumed by, the contrat+tor in the performance of the contract. Whenever the city of Huntington Peach has cause to believe that any ( such bond has become insufficient, a demand in writing may be made of the f Contractor for such further or additional bond as is considered necessary, con- sidering the extent of the work retaining to be done. Thereafter no payment shall be made upon such contract to the Contractor or any assigned of the i Contractor until such further or additional bond had been furnished. j Page b op i } } 3-d. F.XECU'TION 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 Su:daya 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. EXECUTION OF A SPECIAL ASSESSMENT DISTRICT CONTRACT The contract shall be signed by the successful bidder in duplicate counterpart and return4d, 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 tlje City. 3-f. FAILURE TO EXECUTE CONTRACT CFailure to exccute 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. I 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. CHANGES 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 quanttty 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 9urh extra stork as may be 1 determined by the Director to be required for the proper completion or construc- tion of the whole work contemplated. I Any such changes will be set forth in a contract change order which will specify, in addition to the vork 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 It classed as extra Work when such work is not show►, on the plans or set out in the specifications and special. provisions. Page 5 u R;i1i{',... w.• ...s'-T."! 1...'.�'... .-i...1 ....n•t S.:.a .•n _ .., _.a i•,:i.r.r=.r.-..• .:1f...ti.i',.1:. ...:C:.Y 1a:.... ... ..:W.'lY'.:.liT1:LTvr,:= r....a.. "f.�KG1.Wr.w I 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 52361 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 vi th the provisions of Sections 10350 to 10358, t inclusive► of Chapter 4.5 of al:.vision lZ of said Streets and Highways Code, with reference to a special assessment project performed under the provisions of the j Municipal Improvement Act of DI.). The inclusion or deletion of any such work i shall be at the bid prices if t;iere are unit pricey for such Work in the bid on file, or otherwise at prices to be agreed upon between said Contractor and said j City Council. r 5. CONTROL OF THE WORK i 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 specifirations, 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. 5-1b. DFAWINGS AND SPECIFICATIONS Figured dimensions of the drawings shalt 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 Mork affected without instruction from the Director, he shall wake good any resultant damage or defect. Any work called for by the drawings snd not mentioned In the speci- fications, Gr vice versa, is to bt 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 far, even the only briefly mentioned or indicated, shall be furnished and installed fully and completely as a part of the contract. _ Page 6 2 �? t • t . 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 ■ part of these rt�ecifications Within the limits specified. All drawings and , icifications 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, t.ot included in the plans furnished by the Director of Public Works shall be approved by the Director of Public Works before any voTk 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 riot relieve the Contractor of any responsibility for accuracy of dimensions and details, and that the Contractor shall be respons- able for agreement and conformity of hts working plans with the approved plans, and spectfications. 5-d. CONFORMITI WITH PLANS AND ALI.OWABLE 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, ps 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 previsions, 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 ralaitive 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 an part of the contract. The decision of the Director shall be final. Page 7 t 5:&.—INSPECTION The Director or his authorixed agent shall at all times have access to the work during construction and shall be furnished with every reasonable facility for ascertaining full knowledge resFecting the progress of the work, workmanship, and the character of materials used and employed in the work. Whenever the Contractor varies the period during wrlct 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 tht work shall not relieve the Contractor of any of his obligations to fulfill the contract as prescribed. Defective wort: 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. S The Contractor shall prosecute vork on any State Highway or within any E railroad right of way only in the presence of any inspector representing the State Division of 111ghways or the railroad company and any Work done in the absence of said inspector will be subject to rejection. The Contractor shall mak: the appropriate notification according to the instruction given on the State Encroach- meet Permit or railroad permit for all inspections, and shall post all Bonds and Certifications required by the rermit. 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 pa7 fr,r all testing and inspections required by a State Encroachment Permit or a railroad permit. f 5-h. REMOVAL OF DEFFECTIVE AND UNAUTHORIZED WORK j All work which is defective in its construction or does not meet all ;. of the requirements of these specifications shall b= remedied, or removed and replaced by the Contractor in an acceptable manner, and no compensation will be l alloveA for such correction. Any work done beyond the limits of the tines 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 unauthorised and will not be i. 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 t; shall have authority to cause defective Mork to be romedied. or removed and replaced, and unauthorised work to be removed, and to deduct the nests thereof from any u onays due or to become due the Contractor. 5-1. SUPERINTENDENCE R' 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 end obeyed by the Contracto'r's Superintendent or Foreman in charge of the particular work in reference to which orders are given. S- LINES AND GRADES All distances and measurements are y.ivcn and will be made in a hari- sonral 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 hoars notice in writing when lie will require the services of the Director for laying out my portion of the work. The Contractor shall furnish the Director such facili•.ies and labor necesi,ary for making and maintaining points and lines as he may require. Tl:e Contractor small preserve all stakes and points set for lines, grades, or measurements of the work in their proper places until authorised to remove them by the Director. All expenses incur-ed in replacing stakes that have been renuive:d Without proper authority shall be paid by the Contractor. FINAL TNSPECTION 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 MATEKYALS 6-a. RULITY OF MATERIAL Materials shall be new, and of specified kind and auality and frilly equal to samples when samples are required. When the qualtry or kind of material or articles ahpr+m and required under the contract is not particularly specified, the Contractor shall estimate that the City will require articles ur materials representing the best of its class or kind or at least equal to the class or quatity of similar articles or materials that are specified. Materials shall be furnished in ample •jucnciries and at such times to insure uninterrupted progvess of the work. Some shall be stowed properly and protected as required. The Contractor shall be entirely reap•-)nsible for damage or loss by weathwr or other cause. 6.b. TRADE NAMES OR EQUALS It is the intent of thess 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 nuke thLs 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 �..,.,, .__. ,.j.,_.._......�.,;'::t.:ti:..:.:1...t., .+ .................._........ .+v.....,,r,..s,n.n,..r*-<s:..-•.+.�....s...... .._.......�...•..w..•...wr.-..a. 'vartx.sat be followed by the words or equal. A listing of materials is not intended to be comprthsnaive, or in order of peeference. The contractor may offer any material, (Ok) process, or equipment which he considers to be equivalent to that indicated. llnless otherwise authorized by the Engineer the substantiation ur 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 tented as required by the Engineer to determine that the quality, strength, physical, chemical, or other characteristics, including durability, finish, effi- ciency, dimensions, service. and v.jitability are such that the item will fulfill its intended function. Test methods shell be subject to the approval of the Engineer. Test results shall be reported promptly to the Engineer, vho will evaluate the results and determine if the substitute item is equivalent. His findings shall be final . Installetion 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 tna serial. t The specified contract, completion tinte shall not be affected by any circumstance developing from the provisions of this subsection. 6-c. SAMPLES AND TESTS t At he option of the Director, the source of supply of each of the j materials sh.� 1 be approved by the Director before delivery is started and before t such material is used in the vork. Upon request of the Director of Public Works, j representative preliminary material samples of the character and quality pres- cribed shall be submitted, by the Contractor, producer or manufacturer of all materials to br used in the work, for such testing or examination deemed neces- j. nary by the Director of Public Works. All tests of materials furnished by the Contractor shall be made in j• accordance with comoonly recognised standards of national organisation, and such spacial methods and tests as are prescribed in these specifications. The Contractor shall furnis;i at no cost to the City, ,juch samples of materials as are requested by the Director of Public Workd. No material shall be used until it has beer_ approved by the Director of Public Works, l Materials requiring test shall be delivered in ample time before intended use, to allow for testing anal none may be used before receipt of approval. All approvals or decisions will be rendered in writing. Samples! that Are of i value after testing shall remain the property of the Contractor. 6-d. DEVECTIVE MATERIALS j 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 ! 4 nut. shall be rejected and shall be removed lrar,ediately frem tile. Site of the work unless otherwise perml tied b; tho Di reactor of Publ is Vorks. No rejected material , the defects of which have been subsequently corrected, sliall be used until approved In writing; by the Director of Public Workb. Upon failure on the part of the Cot.trnctor to comply with any order of the Directcr. of Public Works rande under the ,►rovisions of this article, the Director of Public Works shall hove wahority to cecnove and replace defective material and to deduct the ..ost of rem-5rnl arI replace.ient froin e,ny monies thse or to become due. the Contractor. 7. LEGAL RELATIONS AND RESPONS11SILITILS 'I 7-a. GENERAL COMPLIAIME WITH LAW The Contractor shall keep informed and obser:,t, and comply with, and cause all of hI:j agents anti employees to observe and comply With. All prevailing; Federal, State. ant! Municipal Laws, Ordinances. Mules and NeCulations which in ally Way affect the conduct of the cork of .slur contract. If ar.y conflict ariaez between provisions of the plans and sper.ificationn and ony such law above referred to, then the Contractor shall notify the City at once: its writing. The Contractor shall protect anti indemnify t,w City or any of its officers, agents, mid employees ag;ainit any claim or Liability arising from or based on tilt violation of any such law, ordinance, rule or reguiation, whether by himself or his Agent!- employees. 7-b. REGISTRATION OF CGti"TRACTORS I1efnTV suhmitting; hid:, Cantrt�ccors shall he licensed in ac.cordcnce_ with the provisions of Article 1 to 9 inclusive of Chapter 9, Division 3 of the nu .iness tend Professions Code of the. State of California anti Ataendments thereof, providing for the registration of Contractors, and defining the term Contractor; providing; a method all obtaining licenses to engage in the: business of contracting anti fixing the fees fr.r such licgnsesi and prnsnribing the punishment for viola- tion of provl3i0n5 thereof, as amended. 7-c. MRMT.TS AND LICENSES The Ccntractor shall procure all permits and licenses, pay all charges and tee:,, a.ad give all notices necessary and incidental to the due and lawful prosccutir,n and completion of the work. 7-d. PATENTS 'rite Contractor shall assume all liability arising from the use of, patented materials, equipment, devices. or proce„ses used on or incorporated in the work. Page 11 i xr I 7-e, PREVAILIN, WAOE The Contractor shall forfeit as penalty twenty-five ($25.00) for each laborer, workman or mechanic employed for cacti calendar day or portion thereof, ouch 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 puhl►c Work, providing for the ascertainment of such general prevailing rate by the public body aeaardini; the contract, providing for the keeping of records of the wages paid all workers engaged in public wo%k anti the inspection of such records by the proper officials, providing for forfeiture for Path calendar day, or portion the.rcr.f., any worker is paid lees than the said rate ant) for a stipulation to this effect In the contract, and providing other penalties for violation of the provisions. 7-f. HUMS OF WOR The Contractor slrwll 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 tinder trim for cacti calendar day during, which said lat.orer, workman, or mechanic is required or permitted to labor more than, eight (fly 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 regviring contractors to file with the awarding body a verified report as to the. nature of any extraordinary emergency when their emplovens are permitted to work over eight (8) hours per day, together with the names of the said employ- ees , acid the: hours worked per day making failure to file said report within thirty (30) days prima facie }woof that no extraordinary emergency existed, also reek inp, it a trisdemeanor for nny Contractor or sulwontrWor on public work, or agent thereof, to fail to keep an accurate record showing; the name of and the actual hours worked by each worktnatt tmplc}4!t1 by him in connection with public wmrlc. fir £uBLIC CONVENILNCE AND SAFETY The Contractor shall so conduct his operations as to cause the least posnible obstruciton and inconveni. nce: to public traffic. Residents Tong the. road, street, or other alignment of improvcrnents shall be provided convenient access to drivc•:ays, houses. and buildings Tong the road or street, and temporary cTosiings shall be provided and traintained in E:ood condition. Not more than one cross street or intersecting street or road shnli be closed at any one time without the approval of the Director of Public Work.-, The Contractor shall furnish, erect, and maintain such fences, barriers, lights, and signs AS are necessary to give adequate warning to the public at att tunes that the road or street is under construction and of any dangerous condi- tions to be encountered as a result thereof, and he shalt also erect and maintain such warning and directional signs as may be furnished by the City, Page i2 Strict prohibitiou against committing any nuisance in or about the work roust be maintained. Coliveniences shall be provided for employees and main- tained in sanitary conditions. 7-h. ACCIDENT PREVENTION Precaution shall be exercised at e .l times for the protection of persons (including employers) t.nd property. The safety provisions of applicable 1&�, building and construction codes shall be observed. Machinery, equipments other hazards shall be guarded or eliminated in accordance with tilt safety pro- visions of the C91ifornia Industrial Accident Co►nmission, and the "Manual of Accident Vrevention in Construction", published by the Associated (Jenerat Contractors of America, to Lite extent that such provisions are not in contraven- tion of applicable law. 7-1. RESPOtiSI.BI(.ITY FOR Dpl•ip.GE The city of Huntington beach, the City Council , appointed or elected officials, cacnznisslosts, boards, any City employee: or servant shall not be liable for my loss or damage to the Work performed pur� ,ant to the con tact 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 vorkmen or the public, or for damage to property adjoining the property on which the vork is being performed from any causes whatsoever during the prcrTess of the work or at any time before final acc*ptance by the City. Tile Contractor shall indemnify and save Harmless the city of i{untington beach, :lie City Councl.1, appointed or elected officials, commisrlons, boards, City employees or servan•.s front any suits, ctaints, 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 payntettt of ttte claims and attorneys fees until di:tposi- tioti has been made of such suits or claims for damages. 7-). PUBLIC LIABILITY AWD PROPERTY DAMAGE INS UR CE r T'ne Contractor shall furnish to the City and maintain during the Life of the contract a protective Ilabllity policy fn which the City is named as an Additional Inuured. The policy shall insure and hold harmless the City, its officers and employes 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 amountat 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 Bureat► nf Casualty Undtrnr,tters together with Such endcrsem-nts as are required to cover the risks involved. Page 13 1'he Contractor 3114111 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 p%-ovided by the City, and no other form wil) be accepted, In addition, the Contractor shall fuillish evidence of a commitment by the insurance compaly 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 covercge, 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 he msde therefor. 74. COOPERATION BErWEEN 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 cnuse any unnecessary delay or hindrance to the other.. Each contractor shall tc rasponsible to the other for all damage to Work, the person or property, or for Ions caused by failure to finish the work within the time specified for ccmpletiov. 7-1. CONTRACTOR'S RESPONSIBILITY FM WORK Until the formal acceptance of the work by the City, the Contractor shall have the charge and care the:r_of and shali brar the risk of injury or damage to any pert of the work by the action of the elements or from any other cause, whether arising from they execution or from the non-Precution 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 causer before its completion and acceptance Anti 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 stall be responsible for all materials and shalt properly store them if n,ecwasary, and shall provide suitable drainage and erect temporary structures utiere necessary. 7-m. N011-RESPONSIBILITY OF THE CITY The City shall not be responsible for damage or loss from any cause to the work or site, or other propert;, or for injury or loss of life to persona amployad, 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 Clty, all as hereinafter specified. Indebtedness inturrcd for any cause in connection with this work must be paid by the Contractor r.nd the City is herehy relieved at all times from any indebtedness or claim other than payments under terms of the contract. 7-r.. NO PERSONAL LIABILITY Neither the City Council, the Director of Public Works nor any other Page 14 t officer or authorized s t&nt or eat 9hnil be personally responsible for any liability arising under thecontracts 7•o. PRt';•kl I-V RIGHTS IN MATERIALS Nothing in the contract shall becicAf`eTu�dL�sh�Vet been ing iattached norsCt°r any right of property in the trat4rlals .1s affixed to the work or the soil. All such onterials shall become the property a of the City upon being attached or affixed. 7- . Cot )UCT OF WORK The ContrlGtOT slttsll observe that atbthe CitYc[Lorrothervtsevts the ig and ht thedo other Mark in connection wtth the pro ec on shn11 at all times conduct this worklsatlausta correctnatsdAcoardit►atethtshe t.worQrh. oth. rs engaged in the work. tic _hel j wlttt thrt work of a'•hcrs so ttlat no discrepancias shall result to the Whole u , ;}sc Contractor shall provide. at his own risk, r�11 toots. machtne.r�,ulp' sCttffalAttti'e false work, forms and centers for the execution of the' fill t;tent sholi be aclrquatt and A� °1'pr°wed' The Contractor small obtnEn nit neces«.::Y there shall he and layout and supervise the ctanstructiAins°orclsront°tltcrss °aot,,�lch h�:+,:�oll �e a Y cesponsible. Where work of one tra a work wi tts other tt.a.r t int s. crtnitted. Should improper nark or anv r,o discrepancy when sAme is completed. In engaging marring or damaging same will not be p trade tie covered t,v anottte�r which rceXlts Int�Athec or Cltydcfects, the whole work affected shall be tnade flou(} without p g. g1t1SE(-11TION, 01) pRCC.AESS 8-a. PROGRESS SC�it I)OLF City- It titular point When, in the ,�udgeme5ttt ofied e shall ceaseckork atcanyapa;t,, sscce era 1e the work, the Contractor, When acl, , pointst or as direct.e:d; and executes and concentrate his forces at attbe°requn required to enable others to hasten and such portions of his work as may properly ctsgaGe anti carry on their work. a-b. WQRKiNG DAYS ept Saturdays, Sundays and legsl holidays to Every calendar day exc guring the working days allowed under the contract. counted a full working day in fi No work may be performed on Sundays and holidays, except as otherwise provide for herein. 8-c. LAUOit bserve stricly that each and every kind of week The Contractor shall o workman, laborers, ar mechanics especially skilled in the shall be perR.�srm,.d by class of work required and that workmanship shall be of the best regardless Of the quality of M%terisl. Page 15 . 11 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 timu agreed to. The Contracter shall retain a competent superintendent. to direct the work conatanily 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 atrention to the fulfillment of , the contract and shrill keep the work under his control. The specifications are In "Sections" dlvlded and arranged according to i, various trades. No obligation is Inferred to sublet the Work as divided, nor is the. Contractor relieved of fully perforriing and completing any part of the. arork. Subcontractors will not be recognized as such, and all perseua engaged In twit+ work of eonstructlun Will be consitierecl its employees t,%f tliu CoaLraetor, and he will be held responsible for their work. Which shall be subject to the provisions of the contract and specifications. The Contractor bubmitting a hid for the work, covered by these General j Requirements and Special Provisions, shall perform. with his own labor forces or organization, work of a value amcunting to not less than 50 percent of the remainder obtained by subtracting from tht, tot.ttl original contract value the sum of any items that may be designated as specialty Items in the special pro- j visions. The contractor shall. In his prupossl, set forth the neme 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 worlt or improvement in an amount in excesr of one half of one percent of the contr-.etor's total bid; and shall act forth thH descripiton of the portion of the. I work which will be done by each subcontractor. I 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 hom been required by the contractor. Where a portion of the work sublet by the Contractor is not being, prosecuted in ■ mannr.r 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 De employed on the work. Assignment of the obligations and/or duties of the Contractor in the whole or ary part of the contract shall be made only upon the consent and approval of the City Council of a written request by the Contractor, i Page 16 VA ' 1 } n 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 bnapproved nfand theshall time specifiedyin prosecute praposal, same to completion before the expiration apecificatiotis, and/or contract. 8-f. C1iARACTER OF WORK1IEN if any subcontractor or person employed h;• the Contractor shall fall or refuse to carry out the directions of the 01recto: of Public Works or shall appear to the Director of I'ttblic Works to be incompetctct or to act in a disorderly or improper manner, he shall be discharged immediately upon request of the Director of Public Works, And suc►t person shall not r.gain be employed on the Work. 8-g. TEMPORARY SUSPENSION OF WORK The Director of Cublic blorl:% shall have tile authority to suspend the work wholly or in part, for such pet-tod as lie may deem necessary, due to unsuit- able weather, or to srch other conditions as are cnnsidered 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 t►,e Contractor to carry out orders give, or to perform ally prtrtisions of tite •aork. The Contrac1.0V :shalt immediately obey such order of the Director of Public Works anti shall not resure the work until ordered to do so in writing by the Director of Public Works. S-h. TIME OF COMPLETION 01) LIOUIDAT1;D DAMAGFS It is agreed by the parties to the cL%ntrect tttat In t-a3e all work called for under the contract is not completed heforo or uron the ­tcplration of the time limit as set forth in tht'sc specifications, d4nt3gi,- wilt be sustained by the City of Huntington Dea,;h and that it is and Will be i:nprar ticahle to determine the actual damage which tht City will sustain in Ute ►":tint of and by reason of such delay= and it. is therefore agreed that the Contractor 011 r�nY to the elite of Huntington Be,.ch the sun, of one-hundred dollars (.g0n.001 t r day for each and every day'a delay beyond the time proscribed to complete ae work. or any approved extension thereof, and ttie Contractor agrees to pay such linuidated damages as herein provided and in case tite same are not paid, agrees that tilt city of Huntington Beach may deduct the atrount 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- trect is not finished and completed in all parts and requirements within the ttmte 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 tite right to rharge to the Contractor, his beirs, assigns or sureties, and to deduct from the final payment for the work, all or any part, us 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 she period of such extension, except that Lne cost of final surveys and preparation of final eatitr�ate shall not be included In such charges. Page 17 .� ea arv.wa not be assessed with 1iquidat0d (lama F'es nor the I� The Contractor shalldelay in the completion of the work Sneering and =nspection durinG acts of the City, fire. floods cost of eng ,bile enemy, ac3, and unusually causal by acts of Gad or e of P strikes, freight embargo provided, that epidemics, quarantine restxlcttonst due to of anyyuct1 del:. severe weathet• or delays of suhcoln,a�ayssfrom the sbeglnningsOflrlelay. The S of the causes the Contractor shall within, ce4lorks in writingdelay' c�'•1e� notify the Director 0f 1'u Director of Public Works shall ascertsln tile facts an of his flndings of they facts thereon shell be final PENSION OF A CASH,CONTRACT Council ttte Contractor has If at any time in the opinion C'ty material of proper quality, or +once and failed to supply an 6dequateher working notice thereof In in any other respect to prvsct=ute the work with the ill g has failedthe terms of tilt, contract. ,3vide means force specified and intended by lect or refuse to pr writing will be served upon hill, end should he tte. directed by the Director of y eom>liance with the contract. as the City Ct,uncil 511611 for a 'at isfactar i ecified in such notice. Public Works, within the titr.�. sp said work, have the power to suspend the operation of t1:r tontrac�r formnr.cLenf receiving notice of such suspension, the Contractor shall ay de:tinQt_e,. Ut�on such suspension, arts of it as the City Council may drsip, or such p c art of the Ls at, s control shall terminate andeysiancjofnnllearlanyty CpuT`cit or and the Contract maytake po5 on the premises• a duly authorized rep resentoolstativ e c0uipment and a+,plinrtces up CnntTactOTI3 materials, ni meet► at r the purpos+: of completion cif asiclac�l innces.aandlieRc puck labor use the Same for a apper liances, of the work coat D and buy or rent sue.h edditianal. bactncGes,ATY for the. pr S at, may employ other parties to carry the contract the Contractor's expense as cony and for the completion ,, tl,L°ziceesssary workmen. Substltutc, other machinery AT In such man- , to completion. or employ annul and cancel materials, and purchase the materials eConAiathedCity Council rmay`�r' Council may deem prop t tzar as file Clty art thereof. Any excess of cost Aril n� rice will be charged agains" the Contractor :he cantrac:t rind rcict file work or any p erasion, .heref t over and above the contract p of and his ouxveies• who will be liable therefor. tilt, the c�svditthisscontract shall all money due the Contractor or retsina wili The Contractor felted to tilt, City; but such fo:fr.ittaefulfillotheecontracte C,ontxac of be for failure ., ao forfeited toward cr his Sureties from liability by rice and his au=a'ies Will cam letiond fi the th twork mover and maboveetilenQontract completintt any ex"LS of cost of p of and the Contractor will he paid any arising from the the Opc of the con aid. o£ the work by the y 1 above Provided, for such completion have been p ,,,plus remaining after al such to Warrant the suspension or annulment thereof, . In the date:rmination of. the question vhetltar there has been a to nor►.cam¢liance with the contract a the decision of the City Council is final and shell be binding on al parties the, contract. t t page 1.8 t SPECIAL ASSESSMENT DiS1'RICT CONTRACT g. 'GERMINATION OF A entl is ground for ter'It1Cityt�Of due Failure to prosecute Work d1118 yaver the wozk by the Contractor's control over the work and talcing process of law. g.k RIGIiT o? 14AY by Car the work to be constructed will be providedenses The right of way s all "P outside of the limits of right of way- the City. The Contractor shall mine ilia o+m arrangements, an Ply required by t for additlo:�al area VRF5ERVATION AND CtTANINC ro crly preserve end clean the work as it pro- Tile Contractor shall p P false �ular in�crvals, or when ciirectedberGite�ntedsiandlall tools, an grerses. At red the whole work shalt all being left In removed, and at complctlon work, egt:ipment and rubbish aah ll bee lemoved from the site' clean and proper condItiol, U-m. ACCEPTAtICF. could it become necessary, due to developed enAitlon. to occupy any Sl completed, such occupancy shnII not pr)rtion of the work before contract is full} p constitute acceptance. 9. VFASUREMENT AND PAYMENT FOR A CASH C4tTGRACT g.s. EXMI fI,_AND .\CCaUN'i' Wr�itk shdil Extra xorl< as bereinbefore defined, when ordered and accepted, de at the unit price or lump sum and the be Patt i for unf''_r a written work order he macardance with the terms thereinor provided. Payment for extra Work W111 oust agreed upon by the Contractor nirector of Public �1or st prevl } by force accounts his paid vouchers, plus } f the Work is done on force account 'tl'hoenibyctor shall receive the ve 1 he shall receive actual cost of all materials furnished b} him a ui meat necessary fifteen p ti and for all labor end eq p previously determined per cent (15•)� which shall have been the current prir.es in the locality'Di ]us reed to !n writing by the Director of that Public Works reservesr the oright to and agreed rovlded, however, and tlic Contractor shall fifteen per cent (157.)i Peems �3ient, furnish such materials rofit anuthedcostiOfdsuch Tna trials. The price paid for labor have ro claim or p shall Include any eompenaation 'nsurance paid t,• the ContracLor• All. extra work and force account s1i41', be recnishe daily e on report e aCetl by the Director of Public. Works `� uthereaconalderedr sheets pr P artier, which daily report' : all fter be and s igned by both p the true record of extra Work or force nccou»t wart: done. Page 19 M♦mow r♦w�...w�r.wrV►.N\ 9-b. PROGRESS PAYMENTS The City shall, once in each month, cause an estinuite 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 ataount of ten per cent (10%) of such estimated value of the work donc and fifty per cent (50;) of the value of the materials 90 estimated to have been furnished and delivered and unused as afore- said as security for the fulfillment of the: contract by the Contractor anti shell monthly pay to the Contractor, while carrying on the work, the balance not retained ss Nfore~said, after deducting therefrom all previous payments and all sums �o 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 singe the last estimate amounts to less than three hundred dollars ($300). 9-c. FINAL PAYlii:RT 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 i 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 sub)ect 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 fCompletion. It is mutually agreed between the parties to the contract that no i 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 tht; first part. and no payment shall be construed to be an acceptance of any defective work or unacceptable materials. 10. PAYh'i MS FOR A SPECIAL. ASSESSMENT DISTRICT CONTRACT Final Payments 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 sa!d contract (including all I incidental expenses chargeable to the proceedings) in conformity with the pro- visions of the "Improvement Act of 1911". Division 7, of the Streets and Highway Cade of the State of California. 4 Notet This paragraph is not applicable When ut.her methods for payments are stated in the contract. I Page 20 i i 11. HID PRICE: The Contractor shall for the price bid, furnish all equipment, labor Improve- and materials and do all lncide Ceo Wrk necessary a withthespecifications,to deliver a ll Of h spe3cialprovisiona, ments complete in place. in accord ordinances, plans, cross sections And detail dra-thugs. 12. GUARANTEE The Contractor, by submission of a bid for this pro,}ecto "FrOssly agrees to the herein sTio=�teddinto guarantee project�rial.�, products, P+ at:d installations inco P All woth performed in accordance with these general requirements, special provisions and specifications, including, but not limited ta, workman- ship; irstallati°nt fabrientionst materials, tofaonemeearnico�rmencingcal, and lat• tric&l facilities shall be guaraniPed for a period Y the recorded date of filing the notice of completion of the contract by the City. Security of this guarantee shall be ful-nishcd to the City in theufoem of A bond in favor of the rtt�� for Notificetion equal e+ill t,e gO7.ivenftohtheiContractar adj and agreed upon contract p . of "he date of anticipated orderithacceptance tcbe m expected date of The bond of notice of completion in pyior to must be delivered to the Direcscr w1i chuthe c final Works acr:eptance tis proposedso°dule meeting, of the City Council, recommended. The Contractor, by agreeing to this latent defect guarantee, also agrees that within In days, af8ione Of rrthi.sicontract,fication ohea will leffect repair uve or aortreplace- a facility of work covered and ment or allow reasonable cause ait reason forangingr furtheforethe.repairaaorQreplace e to commence action will resultn ment and filing claim against the bond. Excepted from the gora�an�Cts ofll be publiceenemytiorsbyaac.cs of vandals, d by acts Of Cod or by acts of the City, y or by results of major elisaster. I 13. CONFLICT WITH SPECIAL ASSESSMENT IIISTRICT TAW In the event any of the general provisions shall be in conflict with or not Permitted by the ¢rovisis of llecableement Act of lmpcovement ActlahalltconMtolciQ41 Act of 1913, the provisions of the a ppli �' page 21 Huntington Central Park Special Conditions Huntington Beach, California ID - 1 SECTION 1D SPECIAL CONDITIONS 1 . SCOPE a . Work Included : The Contractor shr' 1 provide material , equipment and labor necessary fo , .he development at Cen- tral City Park in accordance with the Contract Documents , SpecificatiDns and Drawings . b. Work Not Included : Work shown but rnarked "Not in Contract" 1, y ers or "By City" . 2. LOCATION OF PREMISES AND WORK SITE a. Tito 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 i a . Construction Time : The Contractor shall complete the eve opment w tr n three hundred sixty- five (365 ) consecu- tive calendar days from the data 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 Hhter main line designated on plan and telephone lines laid in electrical ditches by others , shall be constructer concurrently with this contract. Complete cooperation and coordination must � be maintained 0 th other contractors . i 5 . CONSTRUCTION SCHEDULING Prior to commencement of construction the Contractor will contact - Landscape Architect and request a joint meeting with fihe Land- scape Architect, City inspector, representatives of: Southern California Edison Co. , General Telephone Co. of California , Southern California Gas Co . , atandafd Oil Co . of California. i 1 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. i Chart shall be up-dated monthly. The Contractor shall provide at all timev 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 . Ile shall pertorm all portions of his work as may be re- quired to enable others to properly carry on theirwork. 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 performea, At any time when such Superintendent is absent from the work site he shall never- theless keep thin 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 at-tend 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 dart 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 r Huntington Central Park Special Conditions Huntington Reach , California 10 - 3 7 SHEET G-6 GRADING•UEMOLITION#STAKING•DETAILS A 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 S►IEET 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 DRF,INS AND SEWERS 23 SHEET U-16 STORM DRAINS AND SEWERS 24 SHEET U- 17 STOR14 DRAIN DETAILS 25 SHEET U-18 STORM DRAIN DETAILS 26 SHEET U- 19 STORM DRAIN DETAILS 27 SHEET U -20 ON SITE SEWERS 20 SHEET 11-21 ON SITE SEDERS 29 SHEET 11-22 ON SITE SEWERS 30 SHEET U-23 ON SIT£ SEI4ERS 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-2G GOLDEN WEST STREET 36 SHEET U-29 STANDARD OIL ALTERNATE "A" AND "B" 37 SHEET E-1 ELECTRICAL AND DETAILS 38 SHEET E-? 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 j 44 SHEET I-2 IRRIGATION PLAN 45 SHEET I -3 IRRIGATION 'PLAN AND DETAIL PLAN 46 SHEET I-4 IRRIGATION PLAN 47 SHEET I-9 IRRIGATION PLAN 48 SHEET I-6 IRRIGATION PLAN i 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 q-2 FOUNDATION 57 SHEET A-3 FLOOR PLAN, PSECTIONS, ANDMDETAILSN ' DETAILS ' i Hun- Ington Central Park Special Conditions Huntington Brach, California 10 - 4 58 SHEET A-4 ROOF PLAN , ELEVATIONS , AND DETAILS 59 SHEET A-5 TOILE7 ROOM PLAN AND INTERIOR ELEVATIONS 60 SHEET A-6 PLUMBING PLAN , DETAILS 61 SHEET A-7 ELECTRICAL PLAN , DETAILS 62 SHEET A-S SITE. PLAN , MOTES 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 , E;. VAT IONS AND DETAI:.S 67 SHEER A-13 TOILET ROOM PLAN AND 1NTERIOR ELEVATIONS 68 SHEET A-14 PLUMBING PLAN, DETAILS 69 SHEET A-15 ELECTRICAL PLAN , DETAILS 70 SHEET A-16 SITS: PLAN , BUILDING 1C 71 SHEET A-17 FOUNDATION PLAN , BUILDING 1C 72 SHEET A-18 ROOF FRAMING PLAN , BUILDING 1C 73 SHEET A-19 FL(IOR PLAN , BUILDING tC 74 SHEET A-20 ELLVATION5, SECTIONS , BUILDING 1C 75 SHEET A-21 ROOF PLAN, BUILDING 1C 76 54EET A-22 INTERIOR ['LEVATIONS, 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 . B. ELEVATIONS AND LAYOUT a. Elevations : The Contractor shall verify elevations shown on—e-Urawings . Bench mark locations and elevetions 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 otit 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 sitrveyor or engineer to perform all necessary staking, layout, control necessary. Minimum engineering requirements are as . oliows : 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 Reach , California 10 - 5 d. Roadway paving}-subgrade and blue tops 25 ' o. c . , as edgcs , 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. rMITIGNAL OEFINITIONS a. Reference to Drawings : Where the words "shower" , "indicated" , d'FetaiTFd7, no ear, "scheduled" or words of similar import are used , it shall be understood that reference Is made to the drairings accompanying the::e specifications , unless stated otherwise. b. Directions . Where the words "directed" , "dEsignated" , se ected" 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 ARRrovals : Where the words "equal " , "approved equa equ t. ent' and words of similar import are used, it shall be uncerstood such words are followed by the expression "in Vie opinion of the Landscape Architect", unless stated otherwise . Where the words "approved" , " approval " , "acceptable" , "acceptancoe" , 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. 7 Huntington Central Park Special Conditions Huntington Beach , California 1p - 6 d. Perform arm Prnvide : The word "perform" shall be under- stood to nican t r�-the Contractor, at his expe, se , 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 , ur 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" whene such is the con- text . e. Lan4uage and Intent: The Spec ificration sections are writ- f_e_n �in a modified Frief 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 wort: of the same kind , class , and type, even though the yard "all " is not stated . 14 . REFERENCES a . RLierence to Puildin Code : Wherever the term "Qiailding Code" or'"To—d—elT �s used in specifications , said torms mean the official Building Code of the City of Huntington Beach , current edition . b, gualification f s Standard Specifications : Whercvrla r e- ferences are made in u i'd' ng Coe to Standard Sp!:cificn- 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 Cade . Cur- rent serial designations of ASTM specifications referenced are as 1 i ste�i in ASTM Index to Staridards , 1964 Edition issued July 1964 . Yr,��itf�, ..t. �: ...' ._ ... _ ... .... .., r':.Y. 4'JLH 'Y9; •+•r�y¢r V Huntington Central Park Special Conditions Huntington Beach , California 1D - 7 c . Standard S ecifications , such as ASA . AASHO , AWWA► AISC , Commercl-al Stan ar s,Federa i Speci rications , NFPA, NEMA , UL , and the like , incorporated in the requirements by reference shall be those of the latest edit-Ion 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 refe.•ence or are fully familiar with their requirements as pf-rtains to !heir product or material . d . Materials Furnished Under Standard S ecifications : Where Fatey a s are spec files sorely�6y rP�erence to—standard specifications , the Contractor shall , if the Landscape Architect or City requests , prepare and submit for approva , a complete list of all such materials proposed to be in- corporated in the work . e. 0 tional Materials : In all cases whore more than one pro- p. etary brM FaFe 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 eich specific material , appliance , or piece of equipment that will be furnished for the work and of the purpose fee which it is to lie used. Only one brand , kind and make of material shall be used for each specific purpose throughout the entire wort: 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 andscap`eAr'.-hitect covering changes in , or special inter- pretations of , drawings or specifications are incorporated in Contract Documents by means of Addenda . Verify 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 , evulpnenf,devices, etc. , are referred to in the sinu- lar number, i ; is intended , unless !pecifically otherwise limited , that such references shall be applied to as much mak%-.eria', , as many operations , as much equipment, and as many devices , etc , as arcs required to complete fully till work shown and specified. 15. g,UALITY or: 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 I - F' 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 Ts entireTy at discretion of Landscape Architect aild City, and subject to following qualifications : ( 1 ) L9_4al in strength and n of detailseofals used, in structural construction . (2) Equal in _herfo_rmance, mec;ianicaiiy and technically. (3) Equal . in Finish , or in characteristics permitting !;pecl?ied fin sh to be applied . (4) E ual in Price: Materials and equipment which are equal n quality and utility are competitive products arid If approximately equal in price on the open market. apprcval is requested for materials or equipment ma- terially cheaper than specified products , Landscape Architect and City may, at his discretion , prefer 1 specified products , or condition appr3Val to receipt of contract credit. ( 5 ) E uac� l in Guarantee , including termv aed provisions of guarantee without any additional eucs{ition or exclu- sions . b . Re eir and M.. intenance : A most important condition in deter- m n ng equality o su statute 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 exceptio!ts 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 U`fILITIES Contractor shall send proper notices , make all necessary arrangri- ments and perform all other services required in care and main- tenance of all public and private utilities . Contractor shall v ;s I Huntington Central Park Special Conditions Huntington Beach , California 1p - 9 ON assume all responsibility con:erning same for which the City may be liable . Enclosing or boxing-in for protection of any public and private utilities !quipment shall be done by Con - tractor. Upon completion of Bork , Contactor shall remove all enclosures , fill in all openings , and leaves in finished condition. 18. LISTS of MATERIALS AND k UIPMENT 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. j i . a . Binding and Information Required : Initial submittal copies sliall be neatly Bound w i sturdy labeled covers of type allowing easy removal or insertion of orochures 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 , ant data to indicate items proposed and the intended use . b. Acceptance.: In determinettun of acceptability, the Land- scape Arch I tect wi i 1 con,. ider the ready AvaII abi I i ty of maintenance and repair parts and materials , the availa- bility of manufacturer' s technical representativias , and such other factors that relate to the maintenance and re- pair oil installed items without excessive inconvenience to the City , as well as det—mination of conformance with the Contract Documents . c . Submitt.aIs : Shall be made as follows , unless otherwise requ re_efn the specifications . Incomplete submittals will not be accepted . (1 ) Initial Submittal : Submit complete laund lists of equipmenE required to be purchased . With the lists , include separately i list of any proposed substitute materials and equipment . Initial submittal shall -, include 3 complete copies to the Landscape Architect. (2) Re:submit�als : The Landscape Architect will notify the Con-tractor of any, cisapproved items . Within 15 days after receipt of such notice , the Contractor shall sub- mit proposed replacement items for disappproved items , number of copies aird distribution shall be the: same~ as initial submittal for each resubmittal until appro- val is obtained. Resubmittals need not be bound, but I Ir I Huntington Central Park Special Conditions Huntington Beach , California 10 - 10 lam! the transmittal shall iden ,ify 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 lists , 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 t ose 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 othor parts of his own work or the work of subcontractors . b. Procurement : The Contractor shall provide those items in- cluded fn 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 latter, and nut 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 ,;ubmitted 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 cent y ng tie manufacturer 's name and address , brand name , catalogue number, project title , and intended use . b. Colors Patterns and Textures : For items required to be 'uf selected and approve 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 its specified . Huntington Contra] Park Special Conditions Huntington BLach , California 1D - 11 d. Samples Incorporated in the Work : Caiework , lighting fix- tures , moc -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 inspectioni 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 Xrchitect of those phases of work that will be ready for inspection allowing at least seven ( 7) days prior to com- pletion in order that '.andscape Architect may schedule art inspection date and time. c . Final : The Contractor shall notify the Landscape Architect 7`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 InspPctor, employed and paid by City , to the extent deemed necessary by the City. Within the scope of the f 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) , an,' 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 'r Huntington Central Park Special Conditions Huntington Beach , California 1p - 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 Ad scent Property: The Contractor shall pro- tect V 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 Fisher : Contractor shall coperate with Calif- o nia7is`fi'an�`(same _epartment 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 camp a on, the entir—e work shall be delivered to the City in proper, whole and unblemished conditions . d. Dust Palliation : Throughout the entire construction period , affecEively ust-palliate tha 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 precauE ons to guTr-d gainst and eliminate possi - ble fire hazards and to prevent damage to construction works building materials , equipment , temporary field offices , storage sheds , and public and private property. f. Safety Codes and Regulations : All work performed under the Vontract, and all—equ pmenT appliances , tools , hoists , scaffolds , and like items used in the work shall conform to j all Federal , State , County , and Municipal Safety nodes and Regulations . Where conflicting requirements occur, the more stringent shall govern. g. Safety Hats : All employees 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 accereance with generally accepted constructio:, practices , the Contractor will be solely and completely responsible for conditions of the Job site , including safety 1 1 `1' f Huntington Central Park Special Conditions Huntington Beach , California 10 - 13 of all persons and property during performance of the work. This requirement will apply contin-:ously and not he limited to normal working hours . The duty of the Landscape Archi - tect to conduct construction revie!�, of the Contractor' :) performance is not Intended to include review of the ade- quacy of the Contractor' s safety measures , in , on , or neat• 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 o orations in debris-filled area at north-east portion of park a�ong Gothard Street at no additional cost to the City. See drawing 3-1 . 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 ir.:Jicate clearly and correctly work installed differently from that shown on the contract draw- ings . By dimensioning from two permanent points of War- once , 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 f (1 ) set of Ozalfd 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 ofwork 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. 1 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 ; i Huntington Central Park Special Conditions Huntington teach , California ID - lA "GUARANTEE FOR We hereby guarantee that the we have ** ( furnished ) ( furnished and installed) in Central City Park Huntington Beacho CalifoRiu conforms to the requ rements 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 sc doing , that may prove to be defective in its workman- ship , materials , or operation within a period of ___pear(s ) from the date of substantial"`cont p a on of Ifie— above-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 u contrac or of Supplier.) Countersigned enera 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 Pork Special Conditions Huntington !leach , California 1D • 15 25. SHOP DRAWINGS The Contractor small check and verify all fieI4 measurements and shall submit wit► such promptness as to cruse 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- bilfty for deviations from Drawings or Specifications , unless he has in writing called the Architect' s attention to such de. viatio nss 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 . h C t.} Huntington Central Perk Temporary Facilities Huntington Beach, California lE • l SECTION 1E 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 an 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 enp erase provide and maintain a nonpay telephone in the office for his own use and the general use of the work . The telephone shall 'se 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- ur£ re th reof, 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 Co►it.ractor. 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 or the Contract shall be furnished and paid for by the Contraci .•r 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 temfiarary power and lights for the completion of all of the work of this Contract throughout all working hours of all trades and shell include any overtime considerations for :sny standby services required to achieve that end. Huntington Central Park Temporary Facilities Huntington ffeach, 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- structfons 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 anti 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 device., . 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. B. TEMPORARY STORAGE AREA the Contractor may use area designated on plan of the City ' s property to the extent availaUle and approved, as a temporary storage area . When directed , the Contractor shall remove stored material and equipment, clean-tip 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 oy same shall be properly reconditioned acid re- stored to a condition acceptable to the Oviner and the Architect. 0 W- P"I •r c; y a / I 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 J. 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 . i' 2. CLEAN-UP QURING 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 ,fob 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 , coil- 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 , ai" -Iike defects shall be comppletely removed from tha sur- faces . Metal surfaces shall be cleaned and polished ; using only noncorrosive and non-abrasive materials. Ceramic sur- faces shall be washed and glazed surfaces polished. b. Fixtures and Equipment: Plumbing fixtures and like items shall e cleaned and polished. Lighting fixtures 'shali . 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 . 5 r� ` � a�ift�ll�•Y".`�'���tinii7::.iRC.C(attn:.V'R.r�.z.rw.i �(a-�c.-^1,::;..�,'Ak'1v .�' . -�7.',r v•S+t::�.:r ...fCn7�Ntn.�r+w.r..+� r 1, 1 1 1 PR 1untington Central Park Clean-Up and Disposal Huntington Beacho, California 1F - Z d. Floors : Cement and ceramic floors shall be washed and moppped r�7ree of streaks or stains . Resilient flooring shall be freshly waxed and buffed as specified . e . Final Inspection : Any deficient cleaning operations. as eterm ne by the Architect , shall he immediately corrected as directed. 4. DISPOSAL Rubbish or waste material may be disposed in Dump Area with approval of Landscape Architect. I 1 1 , �tll4V'+Ifiriwh�.+�rKnril�.F+srF/anrt:Y�+rrrr:urawm.nr�..:aasel,� ! ••• . G;:L41::+.�i•�i.6Tis+6t.'I:r3�1�3JAUdYwW;r3tw.aalP�lRFarsvar�,��3��)�' ,1 r i Huntington Central Park Demolition and Site Clearance Huntington Beach, California 2A � 1 SECTION 2A I 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 anti not being demolished shall be protracted against damage by the Contractor. The Contractor shall he 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 Landsce!pe 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 r,onstruction 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 e proteicElon o 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 pernift heavy equipment or stockpiles with- in branch ipread. Remove Interfering branches without in- Jury to trunks and cover scars with tree paint . b. Gradi__n__�SL�A�round Tre+:s : Where excavating, fill or grading is required Within tF branch spread of trees that are to re- main, the: work shall be performed as follows: (l ) Winch`ina . When trenching occurs around tries to re- • main , the tree roots shall not be cut but the trench } �'��r��r•I�..�`=.�����i�:.7i>'rl'ITL-Tri/1r.:1vl:,ii:+i.. 'r.,i vr.-.a1.fr.I:..• ".,:S:tirJi'.LA'f d! , tea.• .w.....++ -+.r.`.+w • ;f Huntington Central Park Demolition and Site Clearance Huntington Beach, California ?A - 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- low news finished grade , and fill not exceeding 16 inches is required, clean washed gravel graded from f - inch to 2-inch sire 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) Lowerin Grades: Existing tress in areas where the new finished grade is to be iowerv:r, 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 wit►ti tree paint. A. 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 an 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 b'e used for ' Chipped Material ' on special walks , drawing 6-3. Wood too large to be chipped shall be disposed of at Contractor' s expense. A11 debris fill shall be installed according to Section 19 'Embank- ment' , California State Specifications . Contractor shall rtmove and fill all abandoned cesspools or wells that are found on the site. S. 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 termin4ted 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 comrenc- ing grading operations. 'Remove weeds , rocks , paving, debris or `� ...: -•-- .G'l fSK 'w •yf ifl.Q •...I-Y O • •f l Y7 Y..n..a:. n.o-. C 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 otherwtse directed by the Landscape Architect. Huntington Central Park Grading Huntington Beach , California :� 1 SECTION 28 GRADING_ 1 . SCOPE Grading consists of excavation , filling, and compacting neces- sary to bring surface of subgrade to cross sections and grades shown nn plans , and Installing spawning areas , lakeside 9r3vel filled trench and sumps . 2 . WORK SPECIFIED ELSEWHERE a. Testing of work. b. Demolition and site clearance. 3. $TA_KING a. Contractor shall establish center line of roads and walks from Crid 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 Shoat ) } 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 Architsect at no additional cost to the City. f. See Section l -D for other survey raquirements . 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. ''�•�.�:J,^a'�..+%�a4`v'Iw t�.ri:\/.qua..a.r....ww......-,. ,..,.c .. Nsar►'+t:^.,.+�a."W.+w.s.rw...........+....,�..� IJ Huntington Central park Grading Huntington Beach California 25 z 5. 14ATE R I AL 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 cons act to hard unyielding surface and there- after remain stable. Compaction shall be not lass than 90% except in planting areas as determined by Test Method Calif f216 . Fill areas requiring sand fill shall be approved an 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 Pavin and Bgilding Sites : Grading shall consist Of excavation, filling no compacting soil to bring surface of subgrade in accord with paving and building foundation grade requirements. Subgrads is defined as the surface upon which the pavements base, sub-base or building foundation is placed. (1 ) Embankment; In sections where fill is to be made, scarify Embankment.; ground surface to depth of 6" and Lre- move vegetation or other unsuitable material to Norm bond between original ground and additional layers of soil or bass to be placed thereon. In embankmentso consider scarified depth as part of first 1 ' 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 G" 'f t ..���, p��K,''S'f�R,t�����i4.I�#�`rrN.Y1�..:�.:;'.f:i--iw �:,' a.+V•...fa.-... .'s.rf.,: �,>z+:-.':arr' Ih:.St.i'. ."It9S:yvi:.L>.w....r..r.>+wn..w.r..+......•_. ...�. .^ _`. r •'f •`, , _ •, r;( Huntington Central Park Gradingg Huntington Beach , California 28 - 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. 1f 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 Wished 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 sec to`n.Prepare surfaces of drain ditches with equip- me6t producing a firm, uniform and even cross section. Ditches shall slope in all cabes 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 remov'-vea 'during grrding operations or other areas approved by the Landscape Architect. No soil from more then 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 Drought to approximate grade using top soil . Rip planting areas to a minimum depth of 10" 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. w Y .'.'Js...,• .:fi, 'i Sliw .'t,w7�;ii114 r�'T7 iiiATl��i.QF� f Huntington Central Park Grading Huntington Reach , California 78 - 4 (4) Com action: Planting soil shall be compacted to provide a stable, uniform surface in accordance with the speci- fied grades and surface drainage flowllnes . 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 s"o�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. 5 awnin Area: Install pea gravel in lake areas a minimum of 611 deep in areas noted as 'spawning area' . e. Fill trenches and sumps with 314" diameter gravel and cover with sand as detailed. I ` Rflr,n�r'Y«� �!d1:�•Soli'8i1T77'+�+'�:::'•vaa.s+.s�<:��u:c..••eL:,••:;ii:lAildiS" "- � "'•• Y� rriic..�.M+'#�::Jfw7»"�$n►.�':�Fr,d i�d:�11Ah�Sl�i r { a Huntington Central Perk IpS Huntington Beach, California 2E - 1 SECTION 2E IRRIGATION AND 0014ESSTTI-C 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 whetter 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 . ' q . 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 . 77 ��V.Jrd:i;�i"+i6'+.."r.�'J+�.y•,r{.7.i.iN�� .'i;�'ir'�. i`s.,,,. ,�N i� 'is ^r.'.'! i�'S.: �(j.:a'.i��;qy1:+..'*.°^,•j:: ��' 1 5 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, 1 . 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. � . During the progress of this work , a coml.%tent 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 u!:e 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 , b,lternates. 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. '� ;� .��� �Y:�ra:i%NJ �.A ti. .. i.ye..� .t . _. _ .iNr ...-. `row r• t ,��,� ' ' f , 1 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 shalt be class 200 P.V. C. ring-tits, Refer to specifications under Plastic Pipe and fittings. (3) Pressure supply lines 1 -1/2 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 shal ", 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 shobld be manufactured in a white or light gray color. All piping utilized on domestic water line to be blue in color. t . 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 SA sppecification 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 L'.{�}�, f1 . ,(G)i. Y. .1. f,':•...r M1. .. .a .. .:. �}. -r:...:♦ 1..y1i,.a1+1N M «.LN.�Na'..•.l w M ..rw �.�+..�7.O.M 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 zhe 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) Connectiors 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 -1/29 and 2 inch . d. Plastic Pipe and Fittings: L � ( 1 ) All pipe shall be extruded of an improved P. Y.G. pipe compound, featuring high tensile strength ,, high chemical resistance and high impact strength . In erns of the current ASTM Standard D1784.68, this compound should meet the requirements of cell classification 12464B . This compound must have a 2 ,OD0 p.s . i , hydrostatic design stress rating . (2) All pipe must bear the following marking: Manu- fALturer 's name, nominal pipe size , schedule or class , pressure ratin in p. s . i . , and NSF (National Sanitation foundation. The manufacturer shall ,also mark the date of extrusion on the pipe . (3) Solvent cement joints for plastic pipe and fittings xill 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,Y. 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 i i � .,.�;xiSc+.�.r.iiai:l iL. �'�i .,�.cc... •.s ...K. .... .... ,s` a ti..tv:.... tis•...•a.•...•:.r...... ...._. „ Runtington Central Park IDS Huntington Beach, California 2E - 5 of such .points from a representative of either the pipe manufacturer, cement manufacturer or fitting manufacturer before starting the job , unless ht has been previously instructed on the content ; 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 wi '.h bell ends , to be utilized with ring-cite 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 recommeAdations , 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 certifica.e that the pipe has passed the tests below. (b) Ph sical and Chemical Re uirements: All phtsical and Chemleal tests snail e conducted at 73 F. unless otherwise specified in the ASTM test method . (c) quick Bust Test: The pipe shall be designed o withstand Wit out 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 dosigneld to w s ia"'nd""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 n a sea a con a net 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 . ) ThO s should be in accordance with ASTM 21S2 . f Vise Test: Place between r( ) 1 tw en two flat,, parallel plates, a 2 inch long ring and compress it , in less than one minute, to 1005 flattening . There shall be no - --idence of splitting or shattering. Huntington Central Park IDS Huntington Beach , California 2f - 6 (7) Test and Vest Requirements (Fit'.ings ) : (a) Burst Test Requirements.: The quick burst pressure or the fittings 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 0- 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 second$ while field 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 252 of the total surface after 20 minutes immerzion 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) Hi Temperature Stress Aelief lReversion)Test: F . V.C. fittings shall not suffer daamage 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, f 40F. for one hour, (c) Sustained Pressure Test: The manufacturer's ceMMMon 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 pipev 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 diamriter being tested is undar a hoop stress of 59000. � ,., 4A.V .I�Y•.�.M:\:++�'if�i�i{•. ..Px'ri � /• •• f. •All%F'n't' + �L. .Y .r.i••.e �+l r.e+.w+M Huntington Central Park IDS Hun�ington Beach , California 2E 7 (f) Table 1 Minimum�Qui cur t Pressures S'I'le P .Y. C. 12454E Schedule 40 1/2 1910 3/4 1540 1 1440 1 -1/4 1180 1 -ll2 1060 2 890 2.-1/2 970 3 840 3-1 /2 770 4 710 5 620 6 560 (9) Maximum and Minimum Tolerances c e u e 46 P Ta s' c_. -, Nominal Socket Entrance Socket Bottom Maximum Pipe Size Diameter Diameter Out of Round .r +.UW + + 1/2" 0.848-,002 0. 835-,004 - .005 +.004 }.002 + 3/4" 1 .058- .002 1 .046- .004 - .005 +.005 +.OD3 + 1 " 1 .325- .003 1 .310- .006 - .006 4 .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 +.044 + 2" 29367.004 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 - .v10 +,009 +.004 + 4" 4.518-.005 4,491 - .009 - .012 j1+�'.� .1�'li�'�i.ti✓ +,;.;i;r tt.:..f- b 'Mr.. ..- ••Ai-., I..; .� � _vv.,v 4.. r '� 1, _ . Huntington Central Park IDS Huntington Beach, California 2E - 8 +.010 +. 004 + 511 5. 583- .006 5 . 553-. 010 -/ 020 t.011 +. 004 .. 611 6 .647- .006 6 . 614- . 011 -. 020 (8) All pidstic fittings shall be standard weight schedule 40, as manufactured by R 3 G Sloane Manufacturing Com- pany, Inc. , or Lasco Industries , or shall be in all re� sper_ts 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 thr: contract from a single manufacturer, in order that responsibility will not be divided in warrantee claim situations . 19) All fittings shall be injection molder' of an Improved P. V.C. fitting compound featuring hi gh tensile strength , high chemical resistance and high impact strength . In terms of the current ASTM Standard 01784-68, the com- pound must meet the requirements described by cell classification 144548. 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 comppany ' s name or trademark , i material designation, size , �ippllcahle IPS schedule , and the NSF seal of approval . e. Copper- Pipe and Fittings: (1 ) Copper pipe shall be type K, hard tempered ASTM B88. Copper fittings shall be wrotsolder joint type in accord- ance with ASA 816 22 . (3 ) Joints shall be soldered with silver solder, 45% silver, 15% capper, 16% zinc , 24% radium, ead solidus at 1125° F. and liquidus at 1145° F. This sol►ier shall be similar in all respects to Sil -Bond 45, and conform to specifica- tions of ASTM B206•'52T Bag-1 and s-ederal QQB 00655 fS x Bag-l . f. Brass Pipe arnd Fittings : ( 1 ) Brass, pipe shall be 850„ red brass pipe, American National Standard Institute (ANSI ) , s0edule 40 screwed pipe. (2) Brass fittings shall be medium brass , screwed , 125 pound class . �jcN::•t` .. � ......:+.4 -.i...i �l�ai.t.. aa;!'i:..• ,u���i•i+'�ir'r:.r�Ii�+�J11w�J+�_.�i�',. 1., 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 rude with direct burial wire ANG-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) There more than one wire is placed in a trench , the wiring shall be taped together at intervals of 12 feet . (5) All splices shall be made using "Scotch Lok llnipack" waterproof sealing packets , Pen" Tite Connectors , or equal . An expansion loop of 12 inches shall be provided at each mire connection and/or directional turn. PW �`1:y � .�.� J.C.+` inn.,: . +.c'�'�J �t�f� 'Y�N •� •nkb.M.1;�1r•R�rR 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. 3 . 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 r� 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 . ^W.�1417A":'�l.V��'�..:. i7 r..l.i'lc:,- ...;.r. :.rr.. ..� ... ... . !'.• .r-. .. �rA::Silt � . :'ift'da.:aa...... .rr....ryi Huntington :'entral 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 . GaLe Valves; (1 ) Gate valves 2-1 /2 inches or smaller shall be desiggned 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 tironze mounted, and shall conform to American Water Works Standards . (5) All wedge blocks and hooks shall be solid brass and bo so designed as to allow the gates to function properly when water pressuro is everted from either or both directions. m. Pressure Relief Valves : (1 ) Pressure relief valves shall meet ASME requirements, with bronze bodies . Inside Norking parts shall have silicone scats, stainless steel springgs , and be preset by manu�lact- urer to relieve at 150 p. s. i . V'r �y. .�.. r) L..�f 1.: ..:.1G?t14.:•a':c..��..v.:r.rr w,Y?.,... •:�Ir..y�:' 3 "~ JI .::yL:y.asH....r.+�....�........—..�...r..�.r..�v�.gM.r,+ Huntington Central Parr 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 drawl"g and in- stalled according to construction detail in this regard . n. Backflow Prevention Units : ( 1 ) Backflow preventer shall operate on a "reeuced 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. . , at 1 ,000 g.p.m. ew (2) Double check backflow preventers (domestic) s 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 U double check assembly . � . ri re Hydrants ; (1 ) Fire hydrants shall be bronze constructed, heavy duty screwed bonnet, with composition disc. Inlet should be 2 inch I .F. S . , with hose thread, 2 inches in size. (2) Hydrants shall be similar in all respects to James Jones #J-345 , or equal . p. Quick,Couplino 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 spr.cial 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. ' v ;y�:l�nlirr::�..l-�«(<.. . .::,,i:�t..:i.:,u,..,..�.«... ... �.,:..ta 1.,- ,.....:'C,. .i1►Nt.:..�r, tn•..+... ..�. .._.._ ........ .�.....r I 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 t1r.t manufactured by Irrigation Specialties , Riverside, California . q. Check Valves: (1 ) Swing check valves 2 inches and smaller shall be all bronze construction , 100d S. W. P. , female I .P .S. (2) Spring loaded O eck valves shall be of brass construction with soft composition discs . Brvoze spring tension should be 16 p .s. i . , with 6 p. s . i . loss , as on valves manu- factured by Buckner or Rain Bird . i r. Sma !l Shrubbery Sprinkler Heads - Adjuster: ( 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. 4 (2) Nazzle tip shall be 5/8 inch T . P.S. , with sixteen threads pair inch . (3) All shrub heads shall be adjustable by means of set screws and receive one coat of Permatex N2 , Tito-Seal 12 , or equal to adjusting threads , and be reinstalled in nozzle tip. s. Rotary Sorinkler Head,: (1 ) Rotory heads shall be gear driven with pop-up sprinkler heac's employed, having removable nozzles , (inner, inter- mediate and outer) . (2) Body shall be brass construction wi ' nc.h T .P. S . inlet. `II1 � ,6s.'�.:!.r..l"7.�'R.�ln��.e4'..,....:.AiLt:.......,-. ....• . ✓.. ,. ::St . :f."t'-., . . . .-.t=cs�t .a. .._...�.�_.__. ... -.�.��i_'� Huntington Central Park IDS Beach California 2E - 14 Huntington (3) Sprinkler head shall rotate uniformly at i speed not to exceed one third revolution per minute , driven by means of water. (4) Tho 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, _r equal . t. Small Lawn Sprinkler Heads : ( 1 ) Fined 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. I (2) Body shall be cast red brass and recess for piston should be sufficiently deep to contain it completely when in t �w 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 1. screws. (5) Spray tip nozzle shall be 518 inch, with sixteen threads �. per inch. (6) All lawn heads shall be equipped with a lawn protector. ' The protector shall be 5-112 inches in diameter, manu- fa'etured of plastic marterial , 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 t.e support outer flange. Malf circle sprinklers shall be furnished with protectors hav- ing one side a straight angle. i ( 7) lawn sprinklers shall be installed in accordance with typical installation detail shown or. drawings. � i ; y;a �`►T\. j� �.. } -i' .• 1.-. ,.1 .• rl/r:. \tFtw .w.w w.w.r+.�.r... w ....�1� : ,ti:,' .�T:jl}3/ 7..Y'l:.fa�`...-L IL-. a�1..i 11:.�: •il-t: _..•1 .... . ..i h. e.Y...i2•.' :. .I ;I 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 . (a ) Full ci , ;:le 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 .peed 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 post-.. 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- j tion shall be independent and the components for each f�:Y section shall be separately enclosed with a separate access door. f (4) Floway, or approved equal , vertical , short coupled bar- rel mounted turbine pumps . Pumps to be multi-stage bowl '; g�I �� ss�• •}QG ii.s:J�}ii:.iS':i:.. .T11:}. .a..-0oir...,.._w....4'.�4,:... .. .'Zti._.. .;,C.^......�i..:Ma ;:.�w..�........�.---_ _ .. � .-.�. �, �•.S Huntington Central Park IDS Huntington Beach , California ZE - 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 t in a 40°C ambient, and shall accommodate all SHP conei- tions of pumping performance without exceeding its design rating. Motors shall be Westinghouse or approved equal . (5) The constant speed pump motors shall be vertical hollow- shaft with self release coupling. The motors shill be designed for continuous operation with a 1 . 15 service factor in a 400C ambient, and shall accommodate all BHP t conditions of pumping performance without exceeding its { desiggn rating. Motors shall be Westinghouse or approved f equal . s (7) The Triplex drive shall consist of thr moto controls and a master section. Each control , ' cluding the master, i shell be housed in a separate louvere NEMA 1 Enclosure, i designed for floor or wall mounting wi h mas r keyed locking door handles , All units shall e conduit f 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 ...li.7 ,. •,1 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 ovorload 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- f bient. i (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 con rol shall have the following door mounted operation controls , in addition to the input circuit breaker operating handle ; power on indicator light , Nand-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 400C ambient. ( 10) The master control section shall contain the necessary relays and logic to provide automatic signals for opera- j tion of all the controls as a Triplex system. i V�1 1: y ... _.,4:.s..6ia.,..Y.' r, n .a ....V.-,... ... .✓1.n•i..c:....,.f..i.... ..._r..,.r.a...a...vaavr w...e ..,_..._.._ ... .,.,�..+..r+w.w�l� t� 1 1 S 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 floe 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. l 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 purjip starts to operate, the speed of the No. 1 pump shall again decrease relative to the ortion of flow demand absorbed by the No . 3 pump. As 40w 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 crater 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 o 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 that following conditions : if the drive is shut down by motor or control safety device; if manually switched off; or if there is a lower failure internal or external to the control . R:�� +?I:ry e)�L:�+a:STw"►.'lN•i,T'J/'�'.. ,.. .:(��_:7 i... ... .ii;,�l�e: �i• ov,MY�sy •i 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 1_9111 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- tail:. 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 coy+s truct 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 robes , 35 inches in length, (Oa�kfield Model B or equal. Twelve sprinkler$ , Rain Bird /70EW with 11/32 inch noz- zle or equal . 1 i t}!':1';'11` 4..♦. � i r .ry y'�s •....� .. :.f.'..._. ..�'._.a..:.:.rJ �. 1 .. . � .�.� �. ..,;i»i.`.11 ,u -Y.,. T..—nww�r�.'rnN.v �7f 2�7 1, r Huntington Central Park IDS Huntington Beach , California 2E - 20 Four, 2 inch automatic remote control valves . Four , 1 -1 /2 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 f all major equipment. (2) In addition to the above mentiussed 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 con:. tituting 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 . She 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 installer!. ( 4 ) All dimensions noted on drawings shall be 3/8 inch in size. 15 ) 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 couplitig 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 lielcro, or an approved equal type of tape. Huntington Central Park IDS Huntington Beach , California 2E - 22 OOS ( 7 ) When completed and approved , the chart shall be herme- tically sealed between two peices of plastic , each piece being a minimum 10 mils . (0) 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 wort: should be performed according to standards set forth by the !later 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 adjusi.- 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- ? y check all grades to determine that work may safely proceer., keeping within the specified material depths . d. Assemblies : (1 ) Routing of pressure supply lines as indicated on drawin s 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' ali 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 tnreaded pipe acid fittings shall be assem- bled using PNrmatex M. 2 , or equivalent, applicy to the male threads only . e . Line Clearance: All lines shall have a minimum clearance of TInches rom each other, and 6 inches from lines of other trades . Parallel lines shall not be installed directly over one another. f. Trenching: ( 1 ) pig trenches and support pipe continuously on bottom of ditch . Lay pipe to an e-en 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 Inch in material , with no foreign matter larger than 1 /2 inch in size. (2) Backfill material sha11 be tamped under the pipr , uni- formly on both side of the pipe , for the full width of the trench and to the horizontal diameter of Vie full length of the pipe. Tamp in 4 inch layers. Materials shall be suffici ,:ntly damp to permit thorough compaction under and on each side of pipe , to provide support free of voids . (3) 8ackfill for trenching shall be compacted to dry density equal to the adjacent undisturbed soil , and shall conform r 1. s i I IDS Huntington Central Park 1 Huntington Beach , Califarnia 2E - 24 to the adjacent grades without dips , sunken areas , humps , I or other irregularities . s (4) in Proper types of soil , the Landscape Architect may f authorize the use of flooding in lieu of tamping . ti S (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 number: are used for descriptive purposes. Sprinkler heads to be installed in this work shall br 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 ,pacing exceed the maximum recommended by the manufacturer. ( 3) Sprinkler heads in lawn or turn areas shall be elevated to a minimum of 3 inches above grade , !leads 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 arranclements with the manufacturer to have adjustments made , prior to any planting. (3) These changes or adjustment: shall be made without additional cost to the City. Huntington Central Park IDS Huntington peach , California 2E - 25 ( 4) The entire system shall be operating praperly 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 Land cape 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 undzr 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 Genera' Contractor. (2) The Irrigation Contractor shall be responsible for low voltage electrical work , to provide power to the remote control valves . (a) 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 Cleanin • Upon completion of the work , make the ground surface evel , 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. (aj 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. { i i Huntington Central Park General Requirements For Paving Huntington Beach , California Walkways 2F - 1 i SECTION 2F GENERAL RE UIREMENTS FOR PAVING WALKWAYS 1 . GENERAL List of Materials and Source of Su 1 : 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- t�nn , and w -e tested in accordance with standard methods of tests of AASHO , grades oe asphalts shall conform to spe- cifications for asphalt cements set forth in Asphalt Hand- book of Asphalt Institute , (AI ) . b . Liquid As halts : When tested in accordance with standard methods of tests of AASHO , grades shall conform to specifica- tions for liquid asphalts set forth in Al Handbook. Asphalt Emulsions : Consists of bituminous base uniformly emulsified" �w�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 Al Handbook . c. Ex as:sion Joint Filler: Nonextruding asphalt impregnated fiberboard, AST -65 , 3/8" thick . d. Portlsn4 Cement Concrete : Portland Cement concrete work and ma er a s as ,spicifled in Division 3 . 3. TESTING AND CONTROL OF MATERIALS 'IND WORK a. General : (1 ) Tests Made by City: The City may test and retest mater- ials a their source , stockpiled on Job site, ar in- stalled in work including compaction test, California No. 216, at any time as necessary. City will pay for such initial tests . _ ... _. _ V- 7114M• i Huntington Central Park General Requirements for Paving Huntington Beach , California Walkways 2F - 2 ( 2 ) Certificate of Compliance: unless actual testing is spec e , su m t certiffcate of compliance attesting that materials conform with requirements of specifica- tions . (3) Contract lest 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 Testin : Provide City with adequate sam- pTes 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. throuq{iout 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 . } i. Huntington Central Park General Requirements for Paving Huntington Beach , California Walkways 2F - 3 (2 ) Test Method No . Calif. 210 Wet Shot Rattler Test: rocs ure or determining resistaRe--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 An eles Rattler Test: race ure use o erm ne resistance of coarse aggre- gate to impact in rotating cylinder containing metallic spheres . (4) Test Method No . Calif. 216 Relative Com action: Proce- ure used to acterro ne re at ve compaction o 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 fie fiela test to show relative proportions of deFimental fine dust or claylike materials in soils or fine aggre- gate. (6) Test Method No . Calif. 229 Durabilit of Aggregates: Procedure fordetermining dBrabTlity 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 Value : race ure for a erm n ng resistance -(Ir— Yaluej 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 or surface capacity, TRETuding 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 11stabilometer value,, -(Ifni lity) 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 (70 ) 'test Method Nr Calif. 305 Swell and Permeability Test : The swell test n ex 67 res s ance of compac ea—M-u minous mixture:. to softening and disintegration in pre- sence of water. The permeability test provides a mea- sure of degree to which compacted bituminous m'. xture will resist entrance of water. ( 11 ) Test Method No . Calif. 307 Moisture Va or Susceptibil - ity Test- Yest iRdicalit extent to which stabllomater values of bituminous mixtures are affected by moisture in vapor state entering mixture . c . Control of Materials and work: Equipment and Plant: Ade- quate s to an capac y o 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 , t��.�`i��t,�, .!� rn:'^, ,,...a,..,. _ _ .�, . ....T. .. :7L., ;i_.. .i:.,, ,.. ,c r•+.'i.�ii.FfT1.l�L�4h'`�s!1�� i'.ti� 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 25. (2) Testing of Materials and Work; Section 2F. b. Sub grade: 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 . Aqqreqa,t,a Base: Class 2 aggregate base as specified in Stand- ard -Spec cations of State Division of Highways , dated January 19691 Section 26, Article 26-1 . 028. b. Mineral A re ate: Quarry waste, broken stone, crushed gra- vel , or Foinbination 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 conforn to the following : TEST METHOD NO CALIF REQUIREMENTS Resistance Value ( R)* 301 78 Min Sand Equivalent 217 30 Min Curability Index 229 35 Min *(The "R" value requirement may be wAived provided agq- gregate base conforms to specified grading and durabil - ty 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 meth f-Ines , 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" 50-65 N4 25-45 #30 10-25 #t200 3-9 3. PLACING BASE a. SRreadin : Deliver base material ;-a suograde as uniform mixture . spread each layer in one operation O thout segre- gation to compacted thickness cf 6" max. Tail yr.te clumping shall not be permitted , b . Com�m ac��tin_q: Water base material as required and compact with sssteei wheeled power roller, weighing 10 tons min with compression on rear wheels of 326 lbs . min. per linear inch of tire width . Continue rolling until relative cam action 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" tron planned thickness at any point . Rework base which does not conform to above requirements ; reshape , water, and thoroughly recompact to conform to specified requirements . t , E _' Huntington Central Park Asphalt Concrete Pavement for Huntington Beach , California Walkways 2H - 1 SECTION 2H ASPHALT CONCRETE PAVEMENT FOR WALKWAYS 1 . GENERAL a. Norm S ecified Elsewhere : Testing of materials nd work, F . b. Aggregate Base : Mace a,jphalt concrete on prepared aggre- ga`a 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 AsRhalt for Prime Criat : MC 250 . (31 Asphalt Emulsion for Seal Coat: SS-lh . (4) Asphalt Emulsion for Paint Binder: per Section 39 state specifl ions . 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 of erw se specified, use 1/2" maximum griding. SIEVE SIZE 3/a" MAX 112" MAX 3/8" MAX NO 4 MAX 1 100 3/4" 95-100 100 1/2" --- 95=100 100 --- 3/8" 65-80 00-95 93-100 io0 No 4 ! 5-60 55-12 63.85 95.140 No 8 30-45 38-55 50-.70 70-80 No 30 15-25 18-33 28-40 3G-50 No 200 3-7 4-a 7-14 7-16 (3) Test of Combined�AgSregate: Con forpt to following: 1 Huntington Central Park Asphalt Concrete Pavement for Huntington leach , California Walkways 211 - 2 TEST AETHOD NO CALIF REQUIREMENTS Loss in Los Angeles (tattler (after 100 rev) r) 1 i0y 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 Ma:; Sand Equivalent ( samples after, all processing , except adding asphalt binder) 217 50 tlin ",stabilonre'ter Value 304 37 Min kldoisture Vapor Susceptibility ( Stab ( lometer Voluo ) 307 30 Min *Swel1 305 0. 030" flax *NOTE : 11ix not less than 4 . OZ 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 art:ted intu 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 60A will be retained an No 4 sieve . If third sfzc is used, it shall contain material of which not less than 804' w- ll be retained on No 0 sieve or minimum of 8t1ti .,ii 1 1 pass No B sieve. (; ) D___X n�: ►iix 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 { 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 trill pass 3/8" sieve acid be retained on No 8 sieve ; and one bin for material which will pass No B sieve . c . M__�i__xiin�n�g: Mix asphalt cQrcrete at central mixing plant by abTET mixing or continuous mixing. Aggregates may be pro- portioned by weight or by volume . I Use 6% of asphalt binder by weight of mineral aggregate in mixture. i 1 Huntington Central Park Asphalt Concrete Pavement for Huntington Geach , California Walkways 211 - 3 Add asphalt cement binder to aggregate at temperature be- tween 2751 F and 375" F. 3 . PLACING ASPHALT CONCRETE a , Prime Coat and Paint Binder: Apply prima criat of liquid asp ha I t MC 30 oi- pa'int b- nndor of asphal t emul s iu,. ;t,!, N-hPp* 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. Cinder to all edges of concrete , existing asphalt , headers , or other abutting facilities prior to asphalt wo -k ; also to surface of previous layer where two or more layer: of asphalt are constructed on separate days . J Apply prime.' cost at rate of 0. 20 gal . per sq . yd . b. Seal Coat: Apply asphal t seal coat at t1 . 1O gal , per sq. yd . C. readin Asphal t Concrete. : I ( 1 ) Tern erature : Spread asphalt concrete at minimum tempera- Cure oT`!7` F. Perform initial rolling or tamping when sum of „ ir• 'emperature and mixture temperature is be- tween 300' F end 375" F . Cover mixture with tarpaulins when transporting from plant to maintain required ten- perature . (2) Snr•cadin over Existing�Su__rfacing: Spread surface course mixture tto"Mve�cjuTar��es, dips , depressions , sae, and excessive crown , providing a smooth base of uni - form. cross section for subsequent layers of surfacing. (3 ) Spreading Ecuipment: Except as specified above for #'give in �� t �lep_ressions , etc . spread all layers with as- pha 1 t p;tver operated to insure continuous t,nd ua i form movement of paver. Hand spreading and tamping will be permitted in inaccessible areas . ( 4 ) Spreading Thickness : Spread and compact asphalt con- crete n Mayers not more than 0. 17 ' in compacted thick- ness . Avoid segregation , providing surfacing free from lumps or pocke: t5 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 roVer width . Huntington Central Park, Asphalt Concrete Pavement for Huntington beach , California Wa1IWays 2H - 4 ( 2 ) Initial or Breakdown Rolliiq: One complete coverage Te asphalt concrete. ommence 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 wi , h respect to direction of sprezding operations , unless otherwise indicated , (3) Additional Rollin : Three complete coverages following �n"it al ro ng w ile temperature of mixture is at least 150' F . (4 ) Completed Surf�acinq: 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 !ork : Remove and repair only under Inspector' s supervision Cut out detective work using straight vertical ,points . flake repairs with f.•Ish asphalt con- crete using hot smoothing irons to he', t adjacent r.sphalt concrete for proper honsl and to obtain smooth surface, d . Wood Readers : deader Boards and Stakes : Pressure treated Construct on Grade Couglas 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 galvanizes' nails . Protect adjacent improve- ments , shrubbery and other property from damage. Huntington Central Park Striping and Parking Appurtenances huntington Beach , California i 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. Dollards . d. Concr^te bumper stops . e. Clean-up and disposal . 3 . PAVEMENT MARKING AND LINING Paint traffic lines and parking lines , as indicated. Provide I 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 1 apply point in strict accordance with recommendations of paint manufacturer. Unles.; 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 . i 14. PROTECTION AND CLEANING � a. Protection of Work: lake necessary precautions to protect this `work and7;_or_F 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 f and overspray. Entirely remove all droppings and repair all injured surfaces in a manner satisfactory to Landscape Architect. f b . Cleaning: Upon completion of work of this Section , remove paln�spots from surfacer, adjacent to those painted or fin- ished , and remove rubbish , paint cans and accumulated matetiais resulting from work of this Section . Leave work clear , aligned and in approved condition, �. i ,,., , •.._ _ . , _. _ . . .. :;. .._ .. ...... .. ... ._ .. ...._ ,, .. ..,, . _. ....___._...__._......_ .-_._..._...... r-,.,,tea„ i • 1 Huntington Central Park Striping and Parking Appurtenances Huntington Beach , California 2I - 2 5 . PRECAST REINFORCED CONCRET:. PARKING BUMPERS Provide reinforced , precast concrete parking bumper-. 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 ' Ponta ' using cellos process or tivolminizing 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. I i. i 1 i c i t f I { Huntington Central Park Chain Link Fence Huntington Beach , California 2J - I SECIION 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 a7fecting worK of thi Section. 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 n SectiFn "Special Conditions " , for a period of one year from date of substantial completion . 4. MATERIALS a. Permanent Fencing : I (1 ) Fabric shall be new Number 9 guage with two (2" ) inch mes of 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. 40 (3) Terminal posts (end , corner, and walk gate posts ) shall be as shown an plan , new galvanized post weighing 5. 14 pounds per lineal foot. . a Huntington Central Park Chain Link Fence Huntington Beach , California 2J - 2 04 (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 to a weighing 1 . 35 pounds per lineai 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` 50 guage galvanized tension wire securely tied in and stretched. ( 6) Gate frames shall be made of two inch O. D. new gal- vanized FiTe 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 ;;lips , 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 chile and at all points of access . Sign, to read: NO TRESPASSING, Section 4256 of Public Resources Code. b. Ph sical Properties Permanent Fencin (1 ) Fence shall be six and seven feet (6 ' and 71 ) high as noted on flan . (2) Concrete shall be 2 ,000 psi at 28 clays . (3) Galvanize all Farts in accordance with ASTM A123, 2 oz. per square foot of fabric or post and rail surface. c. TeMo &ry Fencing: (1 ) Fabric sh.ali be Number 6 , 9 or 11 guage with two (21' ) rncfi mesh hot dipped galvanized after fabrication, new or old material . J _i I Huntington Central Park Chain Link Fence Huntington Beach , California 2d - 3 (Z ) 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. �I ( 3) Terminal posts ( end, corner, and walk gate posts ) shall be 31' 0. D. galvanized pipe , (a) Posts shall be complete with bars and bands for fastening fabric . (bi Concrete footings shell be thirty-six inches deep. (4 ) Tension wire at the base and top of the fabric shall bee`^nuumSer six (6) guage galvanized tension wire securely tied in and stretched. ( 5 ) Gate frames shall be made of two (21') inch 0. 0. 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 Fencin : (1 ) Fence shall be six ( b ' ) feet high . (2) Concrete shall be 2 ,000 psi tit 28 days . (3) Rusted and damaged fencing and post shall be painted as directed by Landscape Architect. 5 . INSTALLATION lnstaii fence according to manufacturer' s instructions , unless directed otherwise by the Landscape Architect . 6 . RE-USE OF EXISTING FENCING Fencinq 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 FEN .E: 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 21 - 4 8. MAINTENANCE The Contractor shall maintain the temporary Fence for one (1 ) year by straightening or replacing bent post , retightening Dr replacing haOly damaged fence . Contractor shall not be required to repaint fence wice approved by the City . City shall retain the right to repaint the temporary fence if so desired. Huntingtoa Central Part Landscape Furniture and Sighs Huntington Beach, California 2K - 1 SECTION 2Y, 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 item: of work include: L. Fabrication and installation of tables and benches . b. Fabrication and installation of signs . 3 . WOkk NOT INCLUDED Its THIS SECTION Painting. 4 . GENERAL RE(�UI REMENTS a . Shop Drawings : Submit in accordance with Section "Special Conditions". b. Sanip) ees : Submit in accordance with Section "Special Condi- tt ons . ( 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 guarantec , form as stipulated n Secti5n "Special Conditions ', for a period of one year from date of substantial completion. 5 . MATERIALS a . Portland Cement Concrete : Portland Cement Concrete footings. see`Ti'v S a n 1 . b . Wood: Wood shall be certified, ki 1 n-dried, clear, all heart, TTS—Port Orford of 'Alaskan Yellow Cedar. Sizes specified are finished dimensions . Huntington Central Park Landscape Furniture and Signs Huntington Beach , Cal i forn i s 2 K - 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 . G . 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 1/2" 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 ; Fa—se all edges . 7 . WORKMANSHIP a. All aluminum work shall be performed in a shop where griide 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 , coped 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 plact 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 PLA14T I NG 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 IP 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. I►`°°"� 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, i (2 ) Physical Properties ; i Sieve Size Percent Passing 1 /8" to 1 /4" 19. 5 1 /50" to 1/81' 66 .0 0 to 1/50" 12 . 9 (3) Chemistry : I i Iren content or, a drY_ weight basis : } 0.08 to 0. 14% expressed as metallic dry weight basis . Salinity: 1 r Huntington Central Park Planting Huntington Beach, California 2L - 2 Maximum 3. 5 millimhos/cm at twenty- five degrees (25°) C. as determined by saturation extract method. Ash content on a dry weight basis: iio greater than 6 .0%. Nettability: The air dry product, when applied to a cup or small beaker of water at seventy degrees (700 ) F. In the amount of one ( 1 ) teaspoon , shall become compietely wet within a period of two (2) minutes . Any wetting agent added to accomplish this shall be guaranteed non-phytotoxic at rate used. fli trogen per cubic, yard: Four (4) pounds minimum. Phosphate per cubic yards �crr� One and one half (1 -1/2) pounds minimum. Potash per cubic yard: One and one half ( 1 -1/2) pounds minimur.:. 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 : Platerial shall be shredded and alrified with a Royer machine with particle sizes as follows : 0 - 1/8" 70% 1 /8"-1/41' 26% > -1 /4" 4% ( 3) Chemical Properties : Nitrogen to be in a stAble organic orm. rogen content to be determined on a dry freight basis : 0.5-1 . 3% Iron content on a dry weight basis: 0.40-0. 50%. s Huntington Central Park Planting Huntington Beach , California Material shall contain trace elements of iron , c31ci'Jm, and magnesium, Salinity: Maximum 3. 5 millimhos/cm at twenty-five (250 ) C . as determined by saturation extract method, c . Import Soil : The import soil shall consist of either fine san or oamy Sand textured soil as follows : silt plus clay content of this soil shall be no greater thall 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) s►iall not exceed 6 and the electrical conductivity of the saturation extract of this soil shall not exceed 3.0 millimhos per centimeter at 250 C . d. Sand: (Clean concrete or plaster sand) 45%-100% passing 4. 76 mm standard sieve OA- 40b passing 500 micron standa.-d 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 oypsum 23% Ca Soil sulfur Ammonium sulfate 21% N. Single super phosphate 8 . 5% P . t20% P20 ) Potassium sulfate 41 .50.; K 00% 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 ,fob site. J� I • K Huntington Central Park Pianting Huntii:;ton Beach , California 2L - 4 (4 ) Fertilizers shall be delivered to the site with the Manu- facturer ' s certified anaysis attached and intact . They shalt be kept in a weather-proof storage place or pro- vided with adequate protection f,om sun , wind and rain if stored in the open . g,. Amendment and Fertilizer Q_uanti ties.: ( 1 ) General : Contractor has the option of using Organic Amendment ' 3' 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 ' n' 50 pound3 Gypsum 10 pounds Soil sulfur or A 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 ' • cubic yards organic amendment ' X ' j 100 pounds Gypsum 10 hounds Sail sulfur or 4 cubic yards organic amendment ' Y' ' 6 pounds Ammonium1 sulfate 20 pounds Single super phosphate 10 ounds Potassium sulfate 10 pounds Gypsum ij pounds Soil sulfur ( c ) Area 4 cubic yards organic amendment ' X ' 50 pounds Gypsum to 10 Pounds Soil sulfur or Huntington Central Park planting Huntington Beach , California 55 4 cubic yards organic amendment ' Y ' 9 pounds Ammonium sul fate 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 b cubic yards organic amendment ' Y' pounds Ammonium sulfate 35 pounds Single super phosphate 15 pounds Potassium sulfate 50 pounds Gypsum 10 pounds Soil s►!1 fur ( 3) Apply the following by volume per cubic yard backfi 11 mix: ( a) Mix I : 6 parts on site soil by volume 4 parts organ c amendment ' X ' by volume 2 pounds Soil F.ulfur by v0 ume or 6 parts on site soil 4 parts argan-f—c amendment ' Y ' 10 pounds Gypsum per cubic yard 2 pounds 6-20- 20 per cubic yard ? pounds Ferric Sulfate per cubic yard (b ) Mix I '_ : ) 6 parts import soil by volume 4 parts organic amendment 'X ' by volume ' 2 pounds Soil sulfur by volume or 6 peirts Import soi 1 4 Farts organ c 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. (h) Prior to backfilling, the Contractor shall supply the Landscape Architect with a copy of import soil analytica 1 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— aTce-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 analy,- ' s and report. Costs of analysis , report shall be bar .ie by the City. (4) if any deficiencies are found , the elements required to he added to the planting areas to comply with these specifications shall be b^rne by the Contractor. The additonal soil testing rusts to insure conformance will be borne by the Contractor. (5 ) After certification by the laboratory that amendment procedures have been complied with , th-I Contractor may proceed with planting. (6 ) Permissible limits of analytical deviation are as fol - lows : , Huntington Central Park Planting Huntington Beach , California 2L - 7 I Item Permissible Limits Percentage organic matter Plus ar minus 20% Mineral Nutrients : available nitrate plus arr.mor,ic nitrogen t20 available phosphate phosphorus t20 available potassium um :20 Salinity Maxiroim 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, 00's (2 ) Substitutions shall not be permitted. (3) Quartities given in the plant list are for the conven- ience of the Contractor . Quantities shown on the draw- ings are the final authority ind shall be furnished and installed as shown therein . (a) Measurements shall conform to those specified on the plant list as follows : Dver: ize plants ma3 be used only after approval by the Landscape Architect . Use of such plants shall not increase the contract price . { Height and spread dirnen,sions 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 groin 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 si te . New material shall be re- inspected and subject to the sane provisions . (5 ) Unless otherwise noted , all plant materials shall be �. grown in nurseries which have been inspected by the { State Department of Agriculture . Meador and Erosion Planting : (1 ) Meadow and rroslun control seed shall be fresh, cle,in , new crop seed , composed of the following varieties mixed in proportion indicated . Hounds per Acre Botanic Name 1 Achillea miilefolium 2 5isyrinchium bellum 1 Orthocarpus purpurascens 15 Lotus corniculatus i aloomeria cieveiandi C 2 Lupinus nanus latifolius 1 Cal Iiopsis grandifIora 10 Yarioop Sud Clover I 5 Trifolium fragiferum 3 Eschscholtzia californica 60 re tuca rubra Erosion Control (basic planting) 10 Kennedia rubicunda 5 Dulichos lignosus 6 Eschscholtzia californica 2 Orthocarpus purpurascens 6 Acacia sophorae 6 Acacia saligna 10 Lotus pan iculatus Erosion Control Accent ( add to basic planting) a Eucalyptus camaldulensis 5 Coreopsis gigantium ' h 1 °µ rAh Huntington Central Park Planting Huntington Beach , California 2L - 9 (2) Lawn seed shall L-e fresh , clear , new crop seed , com- posed of the following varieties mixed in proportions and testing minimum percentages of purity and germina- tion. Common flame Prop. by Purity Germination Weed Content Weight % x• No iligher, Than Bermuda U-3 90w 95% 90% 50% (hulled) English Daisy 1.0% 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 rind germination of each variety. If seed is mixed on ,iite , deliver each variety in original containers bearing dealer's guaran- teed analysis . k . S2 ray+ 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 we ir. The fiber shall be of such character that, when L. :d in the applied mix- ture , an absorptive or porous mat, but not a meribrane, will result on the surface of the ground. Materials which inisibit germination or growth shall not be pre- sent in the mixture . (2 ) Fertilizer: During initial a-)plication, a combination ka oT quick 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 71exicaulis and ascop ylium nodosum or equal shall be used. Material used shall tie acceptable to Landscape Architect prior to use. i Huntington Central Park Planting Huntington (leach , California 2L - 10 (4 ) Water_: General precautions should be observed when drawing grater 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) Portions Spray—btulch ( per acre) : fiber - 1 ,000 pounds Seed - as specified 'dater Retaining Agent - 50 pounds N ° k Fertilizer - 500 Water - 3 ,000 gallons 1 . 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 16 gd`e pole pressure treated . (2 ) Tree Ties : Nylon reinforced flexible plastic hose as approved by Landscape Architect . 4 . PROMURE A . Soil Preparation: ( l ;- Planting areas !;hall 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 ( 1211) to eighteen Inches ( 18") o,1 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 s►nalier 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 send 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 . Y n J Huntington Central Part. Planting Huntington Beach , California 2L - 11 i� (5 ) Incorporate organic amendment peat and additives into the top six inches (6") to eight Inches ( 81 of soil by cultivating until a uniform mixture is obtained with no pockets of soil or amendments remaining. (6) 4n 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 . fir) planting shall take place until grade is approved by the Ci ly 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 . Hales for five (5) gallon plant: shall be minimum twice the diameter and depth of the container. (3) For five (r ) 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 (W ) . Fill with sand. (4) Soil in the bottom .)f each hole shall be loosened to a minimum depth of six inches (61' ). Mote: No planting shall be done it 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 4iater and allow to drain out. 4 ( 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. i Huntington Central Park Planting 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 (111 ) above finish grade. ( 8) Place plant so fullest growth is facing into the wind (southwest) . (9) Backfill one half (112 ) of remaining hole with backfill mixture and water thoroughly. Backfiil rest, of hole with backfill mixture . Firm down, eliminatin all air pockets . Do not pack . Build a four Inch (4 "3 high b►:rm 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 backfill . ( 11 ) Spread mulch to two inch (2") depth in basin . c . Groundcover Areas : r (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 sorfare drainage . All ridges and depressions shall be removed. (5) Provide protective fencing to prevent pedestrian traf- fic during growing stages , if necessary . d. Stakin : (1 ) Stake all one ( 1 ) gallon and five (5) gallon trees as detailed . Point stakes at one end for driving, Sept. 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 ( 21 ) . All stakes shall be driven to a true vertical position . Attach braces with gal- vanized nails for give ( 5 ) gallon trees . (2) Each stake shall have one f1 ) vinyl tie installed around the trunk , and sta!;f in a figure 8 Shape . At- tach tie to stake with galvanized nail . Wire tie to form figure 0. I Huntington Central Park Planting Huntington Beachl, 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 raller and water with fine spray. f. Spray "ulch : ( 1 ) Equipment : Mlixing 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 1part speed, water shall be added to the tank; good recirculation shall be establ ;shed. Materials shall be added in such a manner that they are uniformly blended into tho 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 314 full . Slurry distribution should begin immediately. ( 3) Insvection : A representative of the City should be prespn 7uring the entire application. All materials should be inspected prior to loading. All materials shall be packaged or in containers showing net weight and consents therein . If materials are taken from bulk supply, an accurate weighing or meastiring device should be used to ensure that exact, quantities of each material are present in eich 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 cost on all treated areas. Huntington Central Park Planting Huntington peach, California 2L - 14 S . 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 inspec:ion , 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 Lon- 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 snail be present at the inspections . Huntington Central Park Planting Huntington Beach , California ZL - 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 , lie will give the Contractor written notice of acceptance and and 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- '*inue 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 (a) 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 spoci - 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 he approved by City Inspector and if used complete information on chemical name brand, manufacturer and label muse 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 , pla,,ited 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 w 16 1 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 Tina, 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 pussible }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 lo,;s of plant materials during the guarantee period due to lack of care, vandalism or accidental causes , .l Huntington Central Park Concrete Huntington Beach , California 3A - 1 SECTION 3A CONCRETE 1 . GENERAL The General Conditions and Division 1 - General RegUirements , 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 is other sections . a . Furnishing items for embedment in concrete, except as spe- cified. b. General Requiremcnts for Materials and Test. See Section 2F. S. COORDINATION 3. General notes an Structural Drawings form a part of this section having the santa force and effect as if written out in full herein. pg,,� a�i. Huntington Central Park Concrete Huntington Beach , California 3A - 2 b. Governing taw: All work shall conform with applicable building laws andor nances . c . Store materials to exclude dirt and prevent damage. Store cement on floors above ground protected from the weather. Store each sire 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 , ype 1 or Type II . Written approval is required ; to change brand. I b. Aggregates.: From approved pits , conforming to ASTM C 33 exceept s modified herein . Reactive aggregates shall not be use in the work . ( 1 ) Fine A re ate : Hard, strong , durable particles of naturalsands, containing a total of not more than 1 % by weight of clay , shale, mica , coated grains , coal , or other lightweight matter. Aggs,egate shall pass a 3J6" sieve , uniformly graded from coarse to fine, with at least 95% passing a No . 4 sieve , and not to exceed 21: passing a No . 200 sieve. (2) Coarse A re ate : Clean , hard , fine-grained, sound grave I or crux ed stone, containing not more than 0. 5% by weight of clay, shale, mica , coal , or other light- weight material , and nat more than 5% by weight of flat, y .�r•�?Id.IJA''lti7.'$7;!i�ii ':<�C�..'iu." r wA-` �.. a.,:.':�:'% :;'.:'ii....r,. ,:i:i'% :�.- t:.a�n.: N......xL r ....iw•J`n:yl���� Ytt1 a���+�.. • e �h 7' 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,S7 es as shown . e . Wire Fabric : Conforming to ASTM A 186 , 6 x 6/10 x 10 mesh , unless otherwise shown . f. Curing Paper: Waterprcof, non-staining krAft paper, ASTM C g. L, iquidCu__rin m__�g��Co ound: Resin type , membrane forming tom- j ,5oun'3"'conro�ming to A51M C 309 ; color to match color of the color hardened concrett . � h , Admixture: For rrorkabf 1 ity, "riastocrete" o,- "Pozzolith" of type recommended in ar' ting by respective manufacturer. ( 1 ) Color Hardener: Color shall be made from a combination � ! o p gmen s , hard , graded aggregates , surface-condition- in g and dispersinil agents and Portland cement to match color sample avaVlable at the City as manufactured by the L. M. Scofialrl Company , Rrodeffer Industries , Inc. , S� Frank 0. Davis Co , , or equal . (2) Pavia Sam les : Fifteen ('IS) days prior to installation e Contractor shill construct and have ready for inspec- tion and approval by Landscape Architect, buildin paving t. samples of the material , color and finish as spec Pied , 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 ' o . , "Embeco", J . Expas►sion Joint Filler: ASTM D 1752 , non-bituminous type. k. Sealants: As specified fn Sr:ction "Caulking" . 1 . TC� r 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 rost:s shall be paid for by the Contractor, (Refer to General Conditions . ) i, j t f 1 wpm?"" rif�"aT•4h•S"i?trr.yh':. . �l':i;� .•..I .. iIC Y:il ��,: Y41�..•.; -. - .r � ..,. ,•....,, t' �'; _.r t,cr:�'F.�:,.4r}t.a n)li qr ,:,�/4r'ral�gAr(l��•� 'r� t i Huntington 1,entral 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 mhde in accordance with ASTM C 150. b. fine and Coarse Agpregates for All Concrete : Test aggregate tt care enema terIe concree�"'m�'z'is es a ished and whenever the character or source of material is chaged. Test .hall consist of a sieve analysis to determine conformity with limits of gr'ade.tion . perform sampling and testing in accord- ance with "Specifications for Concrete Aggregates", ASTM C 33. Testing of iigpregates , except gradation, may be waived if the Testing Agerscy can certify the source of aggregate is well known and misets all specification requirements . c . Concrete Tests : Compressive •strength specimens shall be made accor ng to 7STM C 31 and tested in accordancv with ASTM C 39. d . the read mixed concrete producer shall supply certification byte testing agency, of record, covering materials , to establish their compliance with the required tests . All trysts steal ) be performed at the Contractor's expense. Con: ression Tests : Make three standard test cylinders from each ay's'pplacin'g and each 150 cubic yards or fraction there- of, of Mach 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 cyiindet•s at 7 and 28 days. e. ' Reinforcing_�steeel�l..: A mill report shall accompany each bundle which`shall sate the heat and malt number, and mill analysis. The testing agency shall examine Copies of Mill Reports , and certify that the material represented thereon does or dons nat comrly. with specification requirements and make distribu- tion of reports as required . Inhere. mill reports indicates that the materials ineet th,e specified ASTM Requirements . no further testing will be required. inhere identification num- ber carinot be ascertained, make one series of tests ( tensile and bend) from each 5 tons , or fraction thereof, of each size and kited of reinforcing steel . Samples shall include not fewer thaw 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 28 , 8. CORCR TE„ GE5 iG a. Compressive stren1th of concrete shall be as noted on the j'"d,l�(i38a1%>✓t'r71Ha1:1f1[wNti'tit,II:.c���:i(...:a.<r.'tJR'G(;.., �.. *�• .. r ( Huntington Central Park Concrett Huntington Beach , California 3A - 5 drawing , and verified by the Owner 's testing laboratory. b. Mix Desi n: 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 and4" for all other concrete . Conform to ASTM C 143 for t- ,t method. 4. 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 +,e produce required configurations , elevations , thickness , anti 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 o her Mork. Verify sizes with the mechanical and other trades , before forming. Give close coop- eration in the location of boxes , cans and sleeves for others . j b. Pipe Sleeves : Where sleeves or opening, are provided through slabs or passage of,,pipes , sleeves or openings shall be spaced y not closer together han three times the average dimension of the sleeves or openings , but not less than 6" center to center fo: small sleeves . Where reinforcement is interrupted, addi - tional bars shall be provided to maintain the total reinforce- ment called for. There 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 ppouring. No wooden ties or blocking shall remain in spaces to be filled with concrete, d. Wetting Forms : Unless otherwise directed, wooden forms shall Be c eanea-and watersoaked not less than two (2) hours prior to pouring. e. Removin Forms: Forms shall remain in place for period of me prescribed by Section 2610 (h) of Uniform Auildingg Code, but in no case shall they be removed before authoriaatibn by (� Landscape Architect or Inspector. Forms for retaining walls i shall remain in place at least seven (7) days . l .e,..f(..�...... .•::i✓6': :Y:(". • 'ty.uAl.r�....-.....ww-+. -.._....r.......w...w+..�u..•:.I.....o+.r.rw+�. w.r.-..+..r..�...............+.�.—....`-.._ _ .... .. w.. 1 \ Huntington Central Park Concrete Huntington Beach , California 3A - 6 10. REINFORCEMENT a . Bar Reinforcement: All form work and reinforcing steel in place sliall be nspected 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 certifi .ated welders . I b. Fabric. Reinforcement: Roll Gaut, straighten , and cut to re- quired size , 553 Tay reasonably flat in place. Lap fabric one full mesh at sides and rands , and securely wire together and to other reinforcement at frequent intervals . At edgers , 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: Read �-mixed. Materials and process of manufac- ture smell comp y 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 Brix. 1 i b. Mixing Concrete shall not arrive at the work with 'the total amount of water iricorporated therein. Withhold two and one-half gallons of the ppredetermined amount of water per cubic yard at the hatching plant. Balance of water shall be added at the site, as approved, before the concrete is discharged from the mixer. Mix not less than N 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 E ready-mix truck shall be completely removed before any of mix ingredients for the following load are introduced into , the drum. I. C . Retempered Concrete : Do not use concrete that has stood for over 330 minutes af'fer leaving the mixer, or concrete that is rr not placed in less than 60 minutes after water is introduced M into the mix. d. Dr ack 'or' rout, for use under steel Memhers , shall bsr �±' MIXOd With m eco" and placed with recommendations of Master Builders Company. .1 {tirl. L./1116','l�AYY.F'.W?l.✓4 Rr/:ffllr!•rw.mow+..-• -•.ter.w..w ,,,�`l :yr�. ......�....._._�.-... ......�....w...........w...�.......-...ram._..._.......�__ ti Al I I II Huntington Central Park Concrete Huntington Beach , California 3A - 7 12. CONVEYING a. Handlin : Handle concrete from the mixer to the location of Pricing,ng, as rapidly as practicable, avoiding separation or lops of ingredients and rehandling. b. Trans orting Methods : Use carts , wheelbarrow, or buggies to deliver concrete to the location of placing. c. Free Fell : A free fall of more than 5 feet in placing con- crete fn carts or forms shall not be permitted. 13 . PLACING a . Prior to placing concreteg forms and reinforcing shall be inspected and approved by the governing public authority havilg Jurisdiction over the site. Inspection shall be for accuracy of placement and compliance with plans , spfb- 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 1n cated and accurately pitch or grade to the drainage fit- tings and fixtures occurring therein . d. Hot Weather: Concrete shall not be planed 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 �Aaainst Freezln : Concretes shall not be poured ur ng"fre"ezing weather unless approved and adequate means are provided to maintain concrete te►aperature above 500 during placement for at least 72 hours after placing. f. Embedded Items: Including conduit , Anchors and rough hard- Ka"re,�15-u-M-75to 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 ems embedded in e concrete shall be accurately ��r' ;�r,at:1^:+;.�-,`Sr.:..-. :i;v:t:.a:,;. f ..._.. ._ ... •t............ ..a ti.•_dt..a...-.a'i; .� .. 17;.i ,G..:.i:. +.�". .'.M��i�: � .1 Huntington Central Park Concrete Huntington Beach , California 3A - 9 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 dra�ngs , 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 ,points 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 cons nuous y 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 portions 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 as Firdened enough so that it will not be marred with curing paper. Seal all ,points and edges as recommended by manu- facturer. c. Sprayed Membrane: Use for flat surfaces of 'concrete, exce t where paints resilient flooring, additional concrete or oNer 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 6511 a cure or not less than seventy-two hours by the. pigmented curing compound methods as specified by the color additive manufacturer. Thinning and application shall bb in strict accordance with manufacturer' s specifications and supervised by a qualified manufacturer' s representative. ♦"�,'^` `,.,.�" .1. Ai,.` .+i.C'- �til :d:•�t7.'M.-!..•:t;... .-.Ln....w. ,14 allI ...: : :.T.:. • ..,.e a• ... ie�. .. . ...,..:�z/...,j:4r�� 4:f4MVaT.3.►'4Vf±�f..i� :�. 1 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 Ex osed Formed Surfaces : Immediately following remova of forms , remove it ns , aance, 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 Brawingi . Tamp with a grid tamper enough to raise a thin bed of mortar to surface, "Dusting11 on wet surface will not be permitted. Level and compact with motor driven disk typo compactor float. Immediately thereafter, level and compact surface further with motor driven float with flat pitched blades . c. Trnwel Finish: Same as float finish, except perform final .rows n''f�`g w`l�h steel hand trowels after surfaces become hard enough to produce a hard, dense, smooth burnished finish. d , Broom Finish: prepare some as float finish; then apply fine swirl nonsllp finish as selected by Architect. 17 . DEFECTIVE CONCRETE Consider as defective material or faulty workmanship , work that i 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- 1 ments of the documents , and shall be removed and replaced with work that conforms with the requiremerts• at the Contractor' s ex- pense. s 18. JOINTING ANO SCORING y 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 /811 . �f�j���'�a1R�'^I�$IY:;iri��:.ii.ISt!6.I.C[r.4tix q.�,�r.n..�.��..-._.__._..�..�nrw vlc..<._Aw.1...a .;A`w.v++�`r wow....+....��...�•�, � __..�� ; r'r• n i 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 Bridgess 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 a"d leave the work in a clean , neat and acceptable condition , as approved. j}`�75NIt153V81r,KIRGY':+i�fi�sli�aWz-'Ryli�:,CXv.:vt7Xa�•..,:..r.,,;:^..+: ,. ..... ,! yy i; MV r / ,V Huntington Central PArk Brick and Block Masonry Huntington Beach , California 4A - 1 SECTION 0 BRICK AND BLOCK MASONRY Requirements of the General Conditions and Division 1 of these specificatioiti 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 su;-faces. 4. STANDARDS Conform materials and workmanship to requirements of 1976 Uniform Building Code. S. TESTS Tests of mortar and grout required by Building Code will be performed by licensed Testing Laboratory selected by the Architect and paid for by City. Samples shall be taken by 'besting Laboratory representative. S. MATERIALS A. Concrete Blocks : Standard ( rock-sand) aggregate units , j ASTM C-90, fira-d-e A. ,�'/}IYd..Jl�l".iwr!'L:ii1,,'!�.(4RiljjgFiJ:N'.-,;.r��sna.........w.v..•:tr'rrlr .:.iJf+:3:i;'i7f'tih�yi:l:•�9�L•ti1�r...';;Ch��ii(•'++�ieNv��� r Huntington Central Park Brick and ;.lock Masonry Huntington Beach, California 4h - 2 b, Bricks : Face brick conforming to ASTM C�-2160 Grade Mil. Size x 3-1 /2" x 7-1/211. 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 an 5% passing No . 100 sieve. e. Pea Gravel : Graded with not more than 5% passing the No, 8 siev'�' ve an with 95% to 100% passing 3/8" sieve. f. Oldrated Lime : ASTM C-207 , Type S. g \ Workability Admix: "Patzolith" by Master Builders . h . Integral Waterproofing: "Red Label Suconem" , Surer Concrete Emulsions Ltd . I . Water: Clean , from domestic supply. ,i . Reinforcing Bars ; Conforming to ASTM A-615, Grade 40. k. Nortar and Grout: Proportion by accurate volume measure- ments. maintalir at site calibrated boxes of containers of such nature that quantities measttr�ed 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 a m x ure may be addad at Contractor ' s option, per manufacturer's instructions . (2) Grout: 1 part cement, 3 parts sand, 2 parts pea gravel , an ntegral-waterproofing admixture in maximum pro- portion recommended by manufacturer for use with mason= ry work. Yhere 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 m nu .a's after materials and water are charged. (a) Mortar: Make and maintain as high a flow (water con rent) as possible, consistent with good work&- bi 1 i ty. (b) Grout: Mix to pour-Ing consistency without segre- ga on or bleeding. (4) Re-Tem erin and Time Limit-, Maintain mortar plastic continuously until use e-temper on mortar boards Y gyp: �6yt•�'�'4vk'i� 'Ylii'twLr .:�i:taw.Y'.�.•:.r,...o.....v.-+r:.r.ertt...:..v1�r.. C..'ni -'�Ct� +.� v�� ��y�K•. n� sty TT ..��.�*e�1ir'wa•:'.� ' r , 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 . 1. 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 pro tec- t on necessary for execu on of masonry work, substantially constructed , maintained, moved and dismantled , as required. c. Embedded Items : Anchor bolts and miscellaneous metalwork MOW n 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. Workmanslii Execute masonry work with best standards of pracfice-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. B. 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. RIM tr .rya l:/ri1�..ti\ir1:.1!{1 A'1 MG'!1.•7�+1'l�i.T@y� 1 1 \ Huntington Central Park 0 .ick- rind fTock - Me.sanry Huntington Beach , California 4A - 4 c. Joints : Modular 3/e" size, all Joints struck flush and co-"ncave tnoled, unless otherwise directed by the .Architect. Uniform size throughout. d , Grouted Wails ; (1 ) Reinforcing Bars: Clean bars of dirto oil , grease, or other deleterious coating. Install as detailed, bArs wire tieJ at crossings and splices . Provide minimum 1/2" ;pace 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 gt-out. halls to be grouted solid. Grout lifts shall conform to the Uniform Building Code Section 2413 ano 2416 . When grouting is stopped for one hour or longer, forts con- struction ,points by stopping grout pour 1 -112" below, top of masonry. e, Cu�rin_; 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 ztalning of any nature , points 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 . 5. 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. "(id VA"("mu" aStii'&lC(�Y71-oi`l ri4 ti. of 1 Huntington Central Park Landscape Masonry Huntington Beach, California 40 1 SECTION 4_._6__ LANDSCAPE MASORRY 1 . SCOPE Furnish and install landscape masonry wark at 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. WQAK NOT INCLUDED IN TNIS 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 or an scope rchitect' s approval . Color shall be in the dark browns , thickness as designated an plan. c. Cobblestone: Native river washad and rounded granite stones, ree rom cracks. 6" to 14" diameter. Provide matching "chinking" stones . d. Lime: Hydrated lime shall conform to ASTM C60 and afore Is faing, shall contain at least 85% by weight of calcium oxide . a. Mortar Sand: Shall be clean and well-graded with not more en retained on a No. Z sieve, between 3OZ and .60% . passing a ro. 30 sieve, bet:iean 10% and 30% passing a No. 50 sieve, and nat more than 10% passing a No. 100 sieve. f. Cement Mortar: Shall be mixed in the proportion of 1 part cement, part hydra- I lime or ::qual factory mix, and damp, loose sand not less than 2-1/4 nor more than 3 times the sum of the volupes of cement and line used. g. Grout: Shall consist of one (1 ) part portland cement 'to three (3) parts sand to tNo (2) parts �sa gravel by volume. j.�ifIFAS+tL+;Y.I:wi.'..11.4:26►Tr4v.•Y.+.owvw'c-rft�;tt"+':Y`'7'.Yw.'7ti� ti.'Ali',y:�%y�GV�Yt�i4'�J.J�+L�lw:e�' J� � Huntington Central Park Landscape Masonry Huntington Beach , California 46 - 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 o. 8 sieve, and with 95% to 100% passing 3/8" sieve. j . �BB__a__rbeq�ue_: Shall be constructed fron rolled plate, except cast grate of best grade. Gray iron frame shall be arc welded; unit shall be equal to ' EX' skeleton unit manu- facturered by Hancock 'Aron 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- surea in- sMable ca ra a evices . Shovel measurements will not be acceptable. Allowance for bulking of sand wh*n measured damp shall not exceed 20%. b. __Mixing: Each batch of mortar and grout shall be mixed for not less than iu minutes in a mechanical mixer, c. Slum n: 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. bashing or pouring water over mortar will not to permitted. Harsh ncn-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. Pre aration: The top surface of the concrete found4tion shall be clean, with tai tance 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 s a be raked 1/2" deep. e. WorkmanOiet All masonry shall be laid true and plumb and to a plane surface, wall courses shall be level . pamove all units that are disturbed after mortar has set or which f �j7L.F�Y�IlK1+:111i.'1h.71f{KU.r.J1 Ia.wreM,. .i.A.7NL }F yS �Y!'uN'+ A�..lv 1 i 4'IY�"'ai"••/fRAMa��N Huntington Central Park Landscape Masonry Huntington Beach, California 43 - 3 are misaligned so as to be detrimental to -the appearance of the wail 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 an 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 atone 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 lithe mortar as possible is visible when viewing the wall directly from the front, Fill the void between the faces of the Nall with grout as the stone is applied. Puddle the grout to eliminate air packets and to fill all voids . e. Protect the st-ine from droppings of mortar and grout. Clean the exposed fhce 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) scours ; keep the top surface of the wall free of mortar. If the ex- poses; surfT.ces have dried out, flush the same with clean water after all loose and dried mortar has been removed. f. Clean the stone of al i- di.rt and dust with high pressure air and ther, moisten as ma be required for proper suction imme- diately prior to installation . g. Wet caring of the stone wall shall be prohibited except uuring excessively hot, dry days or when subject to hot, dry grinds. Then , apply a fint 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 . Wetting of Stone ; The amount of Netting 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. S. CLEAN-UP Cure shall be taken to , prevent mortar splotches . No construe ' tion supports shall be ' attached to the wall . Concrete and mortar spilled on the mall or paving shall be washed off before it can -d,ytjl„yiJM"i.:;..tRrN.:-•r:15�1t"�:t-. .t'%:<.:..iL.t. ,..«n,..'. ,.i-.,,::,a..s,.,,'b7'n in:.:✓ar..ra+.M•w.w...w..»....•...�..........—.�..---w.«.r...--.-,ter.-`....r. 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. S. 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. • I ����Mbf.'��'�1P/IY�M�IM.rw ••• ..w.+..�...-.wa.bryN.�HN1'M.+wwR�Oiri+IMMM4r�ww►.r.�r rr.w�..�. www�� I r. 1 R P 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 shape, , 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 Drawincs : Submit shop drawings for review showing layout and erection details . b. Job Measurements : Take such field measurements as may be requ ra eport any major discrepancy between drawings and field dimensions to Engineer before fabrication of Korn. C. �Coopperation ; Coordinate with work bf other sections . Pro- Vida all punchings and drillings indicated or required for securepent of other work to structural steel framing. d. Standards : (1 ) Bui dino Node: Conform to requirements of Uniform NRld _ng oTe Current Edition ; also other Codes having ,jurisdiction . *'Yii�J37:: �d/�JI..�IKtiCA.ef M•�.�ntrssiwrws^ ,"i` ' 1 r '. •S ` to Huntington Central Park Structural Steel and Miscellaneous Huntington Beach, California Metal 5A - 2 t� (2) Trade Standards : Current rules and practices set forth n "Code of-Standard Practice for Steel Buildings and Bridges" and the "Specification for the Design, Fabri - cation and Erection of Structural Steel for Buildin s " 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 Nutr.: ASTM A-307. c. Steel Pipe and Tube : "Standard Weight% ASTM A-53, Grade fill or pipes ; ASTM A-36 for tube members . d, Weldin Electrodes: ASTM A-233, E60 series or 070 series as required ?or intended use . e. Primer: Red strontium chromate primer. Ow f. Galvanizing: ASTM A-123. 6. WORKMANSHIP AND ERECTION a. Substitution: Not permitted , except by specific approval if ng near in advance of fabrication . b. Fitting: Properly fit all members and provide for proper TniTa-TTing of anchors and attachments in form work as re- quired. c. Welding: By electric arc. Weld joints , unless otherwise n ca ed 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) PermanentlX Concealed fields : No treatment required Ffher t6an preparation or painting or galvanizing, d. Holes : Holes shall not be made or enlarged by burning. rP`ov~rde 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 riot burned, POW ��y7.^r`:ei��'... 7oC2r•-Pr _. :�ii..l.. .�:-..aMwv+..v...• _..�uw.e u. :�f'.tT'.is7 .... ..'t.'1.:17'�f.... .:'a�/r��d eea��e�r 1 1 ' ` N1. Huntington Central Park Structural Steel and Miscellaneous Huntington Beach , California Metal SA - 3 e, Bearing Plates : Shim to line and grade, ready to receive grow ng. ms 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 ent , twisted, or damaged during fabrication or erection. g. Design: Minor connections and fastenings not specifically n cated 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 Ta in : Perform as required for installing and for f1tt1ng o other work. ,� . Protection of Concrete Floors: Exercise reasonable precau- t ens to protect finisfica 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 of er material for cushioning. k. Bracing: Provide all necessary guy, braces , on false work o-F-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 Irurned parts of galvanized work with "Galvalloy" or "Galvacon" as per manufacturer's instructions. Finish exposed work free of roughness and whiskers . S. PRIMING AND PAINTING a . Priming: Give steel shop coat of rust-inhibitive primer, except otherwise specified. Work primer into .points . b. Gleaning: Clean surfaces according to AISC Specifications . c. Weather Conditions : Prime NO exterior steel in place in' wet weather un ess steel is protected from dampness. i�l�jls�iM7Ci,:•.lwindrlsy,Vraay+�s\.:w-.s..�r�r..v.4iN�.,...•1,,aiW::Ad\ .'t "":i\ii4d'1iiw.'LSSVVS :�i%l'�i. '�uS; fr'R'AW /�� ` ry i Huntington Central Park Structural Steel and Miscellaneous Huntington Beach , California Metal 5A - 4 d. Touch-up: Clean field welds , fileu bolts , and abraded por- nns a ter 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 dissensions , 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 siteb in pits or otherwise. I r r ` �� �7�•W+'Zfi/aiA►yrrMMr`�'+'rc.:,.a..r.�c•�.nr+.w.••.s.«..,.�,tYaP.Mw'Yi3 Y,TaNi:C`tTNIi4:i�C�1tKRAi'','.r+OQ'PillAli�WA���{M� ��r r r•ff 1 ' ,J, , s a ,`• , , fit" 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. . t 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 SPWFIED IN OTHER SECTIONS a. Structural steel framing. b. Finish painting. 4 . GENERAL a, General notes on Structural Drawin Sheets A-1 . A-8 and A-16v form a part oft is 3ection, having the same, force and effect as if reproduced in full herein. b. Codes and Standards : Steel decking shall conform to "Basic es gn Sppecl cat ons for Steel Roof Deck Construction" as . adopted by the Metal Roof Dtck Technical Institutat and to AISI "Specifications for the Design of Light Gaye Cold- formed Steel Structural Members " . In event of conflict , between references , the most stringent• requirementu shall apply. c . -Op_enings: The cutting, drilling or punching of smell opeRM; tnggs In steel decking for passage of pipes and the attathmOi •r -' ���'��'Ms1.iwM.+'�•��+�t��'ACC:iw'ftrIMCMA..1++isll,•.:sN19tTa7C.N�1�:'".j�i.��.�, iaT�-,q�- y� t , ! T t . Huntington Central Park Metal Decking Huntington Beach , California 56 - 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 ba 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 fabr-icatlon In accordance with Section "Special Conditions" Section 1D. Include full details of welding, bracing, openings and accessories . e, _Weldin ; All welding shall be perfc eed by welders who hold cuT rrrenT certificates required for welding of light guege metals . S. MATERIALS a. Steel Decking: Decking shall be formed of U. S. Standard guage s 'rucural 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 351-65T , 0,4 1 . 2S ounce coating class . b. Welding.-Electrodes: Conforminaq to "Spec. for Mild Steel coveredrcM a ng 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- p erc ng�`n'sulation 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 o 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 Workmanshi : work in close cooperation w t the erection o e structural steal , 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 I71`��L`�'ii7.+nV'Li".�r,�::'l'h'S".� r adz.u1:::.r.:.�..as s •IO':-S YifFYi:I G.>"Y ,..r':�7.�1`ya. .. Huntington Central Park Metal Decking Huntington Beach , California 56 - 3 & Steel Institute 's Specifications for the "Design of Light Gage Cold formed Steel Structural Members" . b. Beck sections shall be of the type , depth and gunge 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 : all 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 eac5 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 ir 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 nualifications and experience for performance of the work . 5. 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 tamporary bracing and shoring and earning 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. �� ,�j �fr" :iit3ijklGWi�T��st�+nww�a+�a'surca:a:.r:xac;.rrCXr')CL�Yt.:.C'i�J1f�k'w'r'7ATI��"l�,v!!tri: tuntington Central Park Metal Decking Huntington Beach, California 5B - 4 b . Du 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. i Mi� ..t, Lrrric w sa 1�I�i�,�a„ ',Ai�F1t� l , \ •1 � 11 y\�I •. ,.1 'I .1 ,+ ` Ili �Il Y ' it , '• l I ,1 �� .'!,: Huntington Central Park Carpentry , Millwork and Huntington Beach, California Insulation 6A l 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 we 1 ventilated location. C. Power Driven Fasteners : Shall not be used. d. Shop-and Setting Drawings: Submit as specified under Section Indicate direction of grain on exposed portions. In- dicate all field measurements which are beyond manufactur*, er's control . e. sam�tes_: Submit, as type of under Section ID, samples of each pe of finish, plastic laminate, hardwood, and hard- wood plywood (in 2 foot squares ), . f. Field Measurements : Verify dimensions and job condition: Mori star o a rication . 3`�rt� i�1JL�i'a'.S:LSC..::/++}1��!'�.*' ►dD1ti ��.9 WPM y r .V. 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 ,fob. 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 cabfnet 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. Do_ uglas _Fir: Standard Grade - 1200 F. 19% maximum moisture content. b. Douglas Fir for Bridge Construction; Number, 1500 F. 19% maximum moisture content unless o erwise noted. C. DDog 1as Fir Plywood: Interior DFPA BMD grade, bearing OFPA grade mark. d. CoO erized Chromated zinc Chloride: TT-W-00562. Apply aCeording to American Wood Pros�erver Association Standard P5. e. Rough Hardware: Galvanized AST'M A 153. (1 ) Screws Sikes To le Bolts Etc. : Standard commertial grade steel . (2) Nails: Common wire. (3) Bolts and Washers: American Standard, ASTM A-307. (4) Provide all bolts , plates and similar items . employy4d 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 N Acoustic: 3/4 lb. density. glass fiber, at s 3- thick, or equivalent, mineral wool baits, for friction fit between studs. 6, MATERIALS - FINISH CARPENTRY AND MILLWORK a , Hardwood -Plywood - Transparent Ftyyish; CS 35, Type 1I.. 90od r , • 70iJi5t.►tWM.wsAw.b+M.TrKanoHlaW.sr,dVwrtLr N.rx..++rw rraw.ew..r.—..+.-ww... ` w...�..r�•. s } i Centrdl Park Carpentry,Huntington , Millwork and N Y Huntington Beach, California Insulation bA - 3 i g � 1 grade I Oak rotary sliced. � b . Hardwood - Transparent -Finish : White Oak, AN 1 , Custom gra e , solid stock. i C . Hardboard : CS 251 , tempered, smooth 2 sides . d . Softwood: B 8 Better Sugar, Idaho White , or Ponderosa Pine, VO ougNs Fir. e . Plastic Laminate: Federal Specification L-F-508d, Type II , ra a V,-Class 1 cigarette proof, Type V backing sheet at concealed faces. f . Adhesiv& for Plastic Laminate : Urea fomaldehyde type . 7. CABINET HARDWARE _. . _. .. a . Cabinet Pivot Hinge For 3/4 " overlay doors . $total , with nylon be4ringS , Us Z50 and USP finish. Stanley 331 , Heger 1043 , or equal . b. Friction Catch: Double ball spring type , two way. For doors w1fi f I nger puul I s . ,. Glynn-Johnson GJ22 . Bui l der$ ' Brass, SW 800 Series , or equal . c. Drawer Slide: 50 lb. side mounting, full extension type with Ball bear-T'ng nylon rollers. Grant 336 , KV 1300 , or equal . d. Pilaster Shelf Standards : Recess anted 5 8" wide , 1 2'i � R m u ! e � / a u, men s , nickel P a e-1. Stanley 7889 KV 2SS , Garcy U373, . or equal . e. Snag-In Shelf Clip.* Nickel plated , Stanley 799N, Sarcy Y73, KV , or equal . f. Slotted Shelf Standard: Heavy duty , surface mounted, satin c romej w e ,-IT-83 , Garcy 4949, or equal,. 8, MILLWORK a. Hardware: Furnish end install all cabinet hardware required o� r a" complete installation. After installation, remove, tag, box , and reinstall at completion of finishing work. b. Materials: Items noted "Hardwood" shall be hardwood veneer p ywdo on exposed and semi-exposed portions;, c. finish: Items noted "Hardwood" shall receive transparent T779 on exposed and semi-exposed portions. ' ' i 'Rrlfifia2`: 4YI�i.Fii:•Y rr.' y VIM" : M :. ,X:: 2s:an. �i�iailri..urtl+.Mr..a......n....«r•.n. „� .Ii�Y fYN' Mr • l,r,+,Ni' ,`•Its Huntington Central Park Carpentry, Millwork and oft Huntington Beach , California Insulation 6A - 4 d . Cabinet Doors: Lumber core, flush type , with pressure gliied , u t- n ar7wood edge banding to match faces , 3/4 " thick. e. Drawers: Solid stock front , sides, and back. 1/4" tempered afi rdboard 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 o 37'4" "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. Solt holes in wood shall be 1/32" to 1/16" largger than the 11ominai bolt size. Holes in steel shall be 1/16" oversize. Tighten ruts at time of installation and re-tighten before baits are covered up . Dolts 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 / rchitect and Struc- tural Engineer. Provide supervision of a competent and experienced foreman and ipclude all work required to be heady for work of subsequent trades . '10. FINISH CARPENTRY a. Shelving-Mechanical Room: Solid stock softwood or OF plywood with hardwooda ge `6a`nc7�ng . b. Mop �Racks : Solid stock softwood with hardwood pegs . Secure w` t_Fi _m_FnTmum 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. -.w .q r '.w�: ::�•.t.)i�.i:j:"r;:.i:.-.,\C. ....::1.V..un r. ,.. r „ice. m.vis.al.rn�. rrn„v•.r••...:..t ...r.-...a..-.........w.r..•w..-..�....�.+r+�...•.w� Huntington Central Park Membranes - Roofin and Huntington Beach , California Waterproofing 7x - 1 SECTION 7A MEMBRANES - ROOFING AND WATERPROOFING 1 . WORK INCLUDED I 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 78. e^/ 3. GENERAL REQUIREMENTS a . Cooperation: Coordinate with the work of other trades , par- cu atiTyheet Metal , Plumbing, Electrical . b. A licator's Inspection : Starting of installation shall indicate acceptancessurfaces . c. Samelles : Submit samples of roof gravel in the manner spe- cified under Section 1D. d . Materials : Submit a certificate from manufacturer of mem- rane ma erials stating thit materials supplied for work under this Section conform to all requirements specified herein. e . Roofing A licator: Submit certificates of authorization from manufacturer of roofing materials before start of in- stallation . f. lasts : 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. A. MATERIALS e. shalt Saturated Rag Felts: ASTM D 226, 15 lb . type. b. Asphalt: ASTM Q 312 , Types II for built-up roofing and III T$5°-"Ugh melt for base flashing. i Huntington Central Park Membranes - Roofing and Huntington Beach, California Waterproofing 7A - 2 c . Asphalt Primer: ASTM 0 41 or Federal Specification SS-A- 0 , cut ack asphalt. d. Roofin Cement: Barrett Elastigum - Federal Specification SS-C-153, Type II . e. Surfacing ..Aggrre. ante: Gravel or slag, clean , dry , hard, opaque, graded from. 1 /4" to 1 /211. 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 : Expaaded perlite, surface coated for bond, U.- �'Fesco Board" , Celotex "Ceiotherm" , Grefco "Permalite Sealskin" , or equal . (For Bldgs . IA-5A, 1B, 1C use 2" insula- tion ; for Bldgs . 1D-21) use 1 " insulation. ) 5 . ROOFING STANDARDS a. Standards: Sequence of work and details of operation shall 5e a."ccoraing to directions of manufacturer. Gravel Surfaced Roof: Bondable up to 20 years . h. SummaU of Materials tier 100 S&- Ft. : 2" insulatior (1 " Insulation s 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 o n s staggered. b. Anchorage : Fasten each board with 8 0 1 " wide dips furnished y deck manufacturer. c. Tepinj: Tape cut edges of insulation board. d. Precaution: Prevent hot roofing materials from damaging ZIN building. OF T. INSTALLATION OF BUILT-UP ROOFING a. Preparation of Surfaces : Desks shall be smooth , thoroughly f 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 . IA-5A, 10, 1C) : Apply above last layar of rc+`offing. Flash and ..eal roof drains, vents , pipes , curbs , and other ptisojections as detailed in the drawings using- three (3) 15 lb. felt layers as bare flashing and one (1 ) 90 lb. mineral surface cap sheet over. c. Flashing (Bldgs . 1D-20: See roof detail on Sheet A-26. 6. GUARANTEE Submit in the manner specified under Section 10, for a period of five ( 5) years , including leakage and faulty workmanship. 9 . CLEAR-UP Upon complet'on of the work , remove f; om the site all materials. equipment, and debris resulting from the work under this section . t r' t i t S WWI WWI T¢. '-eYw�r{r«.'rr:.�y7R,.,. .. �l r..;"::.ens..,.<aa . .. �.....+...-.n.w r. .. a.. aa..r r."rP.r .. ..w,...........,._...-..��-.-....,....._,_.,w�.._� Huntington Central Park Sheet Metal Huntington Beach , California 7B - i SECTION 7B SHEET ME1AL 1 . WORK INCLUDED Provide all labor, materials, and equipment required to com- plete the Sheet Metal work shown on the drawings and sppecified herein, including but not limited to the following: slashing . 2 , GENERAL REgUIREMENTS a . Samples : Submit in the manner specified under Section 1D. b . Shop Drawings : Submit, in the manner specified under Section 10 details of shop fabricated itens , c . Field Measurements : Verify existing field conditions before star o? TaSric—FtTon. d . Cooperation : Coordinate with work of other trades , parti - cu arty roofing . 3. MATERIALS A . Cco'ar 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 12 ,• 50-50 lead and block tin. Use with cut mu` iatic: acid or noncorrosive type flux. c. Nails : Zinc alloy or galvanized steel , 1 " diameter flat- head; with lead or neoprene washers. d. Mastic: Federal Specification SS-G-153, fibrated asphalt pr'T'as��'c cement. 4. WORKMANSHIP a. General : Design and method of installation shall conform with We recommendations of the Architectural Sheet Metal Manual of the SMACRA. b. Joints ; Space and form seems , joints, and expansion ,points as specified in $MACNA Manual and fill with mastic. Lop sheets 4 " minimum at lap joints . c. Forming: Form sheet metal at 600 F or above . d. Exposed Ed es : Fold exposed edges of sheet tnetal work under at least . � j!f'1 .�" \ ..r..11�..• i..:(,IJi..� .rr'l,.i.:'.,....I,'...'. ,.. ....• . t .. .. �:�\' ..r/.• ....n if. ... 4.-.ta ra�i_ry Y1��.vn!iM JdK :Y Huntington Central Park Sheet Metal Huntington Beach , California 78 - 2 e . Galvanic action: Coat sheet metal with bituminous paint at points of contact with dissimilar metal or with preser- vative treated wood. f, Sol deriU: Clean surfaces before soldering. Thoroughly eat shhee__t. Sweat solder completely through seams . Nash off and neutralize acid flux after soldering. g. Fasteni�nq: Avoid nailing through metal . .loin parts with co—"ncealed 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 Su:►;nit , in the manner specified under Section ID , For a period of five (5) years from date of acceptance of the building, against stater leakage and deterioration . b. CLEAM-UP Upon completion of this work, remove from the site all tools , materials , equipment and debris resulting from work under this Section , 1�711����„k�i'�wt'A4`�gM._��F.ui.".a',�'vo M,l'=, .�;i'n S, .,.. ,.. .:.Y.:.. ,..`.r-,..a•ti. 't,.:4 u''"rtwn¢X. J. . -, .6.«.,..4 a(^,--.., 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 wal 1 s . b. Openings in interior walls . 2. RELATED WORK Special materials for caulking sheet metal work are specified under respective trade sections . 3. GENERAL REQUIREMENTS Y a . Samples : Submit, in the manner specified under Section 1D , ree samples of each type and color of caulking material . D. Scope : Caulk all joints as required to make building wee ertight and watertight. c. Sequence,: Complete caulking before start of painting. d. Ap pearance: Completed work shall have a smooth, even finish , flush wiTT adjacent surfaces , 4. MATERIALS a. Impregnated Polyurethane foam: Asphalt coated "Compriband" y Secoa, butylene satura.e "Poly-Tice" by Sandell bifg. Co. , or equal . I b. Preformed Back-Up Material : Closed cell expanded polyethyl- ene foam. c. Caulking Compound: (1 ) Acr�IiIic__: TT-S-00230 , single component 100% solids acrylic. Color to match adjacent surfaces , as selected ' by Architect . For exposed joints . (2) Pol isobutelene : Nan-hardening, non-skinning compound or tape. or concealed interior joints . Presstite E79.63 or 579.64 , Tremco 440 or equal . f:��(.�'�`TIl1 w +i'Tii .. .. .:t.r... . .. .+.. .:u......., ,.,►r.. . .. . ._..ry... .. .._..v.n., v.w.v..a..•n.-«._.�._.......__,_..._.. ..-..__ .._._'.....�..r Caulking Huntington Central Park 7C 2 Huntington Beach, California d. Primer: Type recn)nmended by calking compound manufacturer or use with his product. 5 . PREPARATION OF SURFACES a, General : Surfaces to be caulked shall be dry. clean, l ean,acecand r ee r om dust, oil , grease , paint taminants. b , primin : As required by manufacturer of material . C . Masking: Protect adjacent compounds tape. ca on of synthetic poly Pounds imme- diately after caulking . d . gack.31 u Material : Pack 3oinulkints with andctou� depthmaterial of 1o1J�with- in - - o surf ace before caulking times Joint width . g. APPLICATION a. Caul kin Apply compound under Prmed� atelyssures o as afterQ fill applica- o n s completely . Tool joints im tion , before compound begins to set. b. Exterior Thresholds : Set on accontinuousf andrst ofCimpregnated pam sea er. ere foam to ne surface into place to 25 percent or less of original volume. 7 , GUARANTEE su bmit , in the manner specified under Sectionr B* of ofiVG &int(5) yearsht r a work. year 8. CLEAN-UP illS Upon completion of the work , remove from the uhderathisaSecticn. equipment and debris resulting from the work Huntington Central Park Hollow Metal Door Frames HuntingtonHuntington Deacho California 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 Hood blocking with a rigid spreader bar at basil. b. Shop Drawings: Submit in the manner specified under Section D. c. samples : Submit in manner specified under Section ID, a 6" prod`ucTion-run corner section of door and frame. 3. MATERIALS a . Hollow Metal Door Frames : 16 gunge steel , fully welded cons ruc on, un ype , shop primed . Overly , McCluney, Krieger, or equal . b . nchors : Galvanized, fixed or adjustable as required , 6 per lamb , 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. a . PREPARATION OF FRAMES a . Mortise Hardware: Mortise , reinforce, drill and tap to ttm- p a e requirements for mortise hardware . b. Strikes : Set to allow 1/8" clearance for silencers . c. Finish: ;1 ) C�leanin : Clean thoroughly after fabrication. Grind we smooth . Conceal seams with mineral filler. (2) Priming: Shop prime with rust inhibiting primer of yp� pt specified under Section 9C - Painting. 5. GUAR,ANTEE Submit , in the manner specified under Section 1D. �. ... � w.«.�........ ... :T( ... ♦ - ...�...... .. . ... ... 1. ...r. �. .J..1i .. .. ... .,K./ 1.1. � '.Y/ww• ....��'^ Huntington Central Park Glass , Glazing ai)d Window Wall Huntington Beach , California 8B - I SECTION 80 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 ciulKing of the Glass, Glazing, and Windom Wall work indicated on the drawings and specified herein , including but not limited `.o the following: a . Steel window wail . b . Glazing. 2. RELATED WORK Caulking - Section TC. 3. GENERAL REQUIREMENTS a. Responsibility:: Contractor shall be responsible for the per once of the complete window wall installation, includ- ing glazing and caulking . b. Shop Drawings: Submit, in the manner specified under Section 15 , 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 recommenirations of the National Association of Architectural Metal Manufacturers (NAAMM) . e. Dimensions : Verify dimensions on the job t.. i .. ; t. Labelin : Glass shall be factory labeled on each light Ip PROWIng make , type, thickness , and grade. Do not remove labels until final cleaning of glass . Locate permanent glass markings in an approved , unobtrusive location . i 1 Huntington Central Park Glass , Glazing and Window Wall Huntington Beach, California 4 , PERfBRMANCE STANDARDS - k1Nt �� WALL designed and anchored a . Thermal Movement: the� al� cxpensionbef 0 .14" in 10 , for a to accomm• temperature range of 150° F . Water Infiltration: No %eater infiltration shallHAAMM TestrCw2en b- �s tested in accordance wa assem Y (by dynamic pressure . Air Infiltration ; When tested airnfiltrationeshall notMex- c• es y s a c pressure) , cee d p, p6 cu. ft , per rninute per square foot of fixed wall area , 0. 50 cfm for windows . 5. MATERIALS quality - tem- a. Glass: 1/A" polished plate glass , glazing pee. Steel Window Wall : 16-gunge galvanized-steel cold roll- b . a sect one , corners and Joints welded and ground form -in flush glazing stops . complete with snap lazing tape, channel l /g glass to metal face distance , g aked sur round. and door frames . bCarmelte6i windowaWalli and n3671 finishCeCpQQ� as Series . Carmel Entrap c ' G-dx_tn� Matte 1 � of isobutelene Butyl or p y ( 1i Pa sili �ntreformed �aept under compression . se , e (2) clastic Glazin Com ound: TT-G-OAA1Q, paintable type • 0 o r a s s e e c � . tt, (3) Sec, Blocks: Neoprene, 70-90 Durometer. (4) Shims and Spacers : Neoprene, 40•60 Uurometer. (5) stops :, Steel , finish to match window wall . 5, INSTALLATION . 1.; Erect all work level , square, plumb+ and in pro- a• Genera pe"r"'a'�gnment. Caulkin and Sealin : Caulk all joints between metal loand b• urfaces shr+ll be clean, dry, o er matey a s• bitumens , oil and grease, and prePaaatnsiructians.coApplyd accorling to caulking manufacturer compound against back-up material . c Huntington Central Pdrk Glass , Glazini and Window Wall Huntington Beach, California gB - g c . Neatherstri in Set thresholds and exterior sills on con- nuous strip o impregnated foam as specified under section 1 C. 1 d . Hardware : Readjust all items of operating hardware as re- quired after installation and glazing is complete . ?. GLAZING a. General : Glazing work shall conform to the requirements of the FTIt Glass Jobbers Association "Glazing Manual " . b. Preparation : Clean and dry sash and glass thoroughly before glazing . c . Support glass on two , only, neoprene setting blocks at quar- terpoints . Maintasn 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 compress on . f. Handle glass so as to preserve integrity of edges during in- s "allatton. Do not bump, drag , or brush edges against nerd 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 fabricationo shipment, storage and installation . s 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 ;'! r ;n� yt.� �•`-r-*�'.�', :a'•Jr.:atM. .ns.,..,.r a.....� - ... .{:.fir: w r' w! i. .i./•�:1 M",•r./•lh •r, r r t Huntittigton Central park Glass , Glazing and Window�Wall Huntington Beach , California 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 . i I r, owl .- � .. .«--...,�...-•-<:.ra ,.. i✓n...... ., ._w. rC'.� _. .r+,4 .., (. .. .., .., ..rr: .. :7"+fl. :i..:;7Y�X'Tn`,eM i 1. r 7, is Huntington Central Park Lathing and Plastering Huntington Beacn , U lifornia 9A - l 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, material3 , 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 an }�s been inspected as required before proceeding with lathir, b . Inspection : Inspect surfaces to receive plaster. Report defects o the Architect in writing. Start of work shall indicate acceptance of surfaces . c . Protection . Preserve the work of other trades from damage resu t ng from lathing and plastering work. d . Quality Control,:Control : Workmanship and materials shall conform to the staR arils and details included in the "Reference Specifications " compiled by the California Lathing and Plbst- ering Contractors ' Association and the "Manual of LaLhing and Plastering". 3. MATERIALS FOR LATHING a. wire: QQ-W-461C , Class 1 , gllvanized, annealed , 18-guage Tor—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, 3/81' thick, plain and perforated. 1 Huntington Central Park Lathing, and Plastering Huntington beach , California 9A - 2 d. Btst I di nq Paper: Asphalt saturated rag felt , ASTM U 2261, 175' 6. type . e. Accessnries : GaI van ized steel . ( 1 ) t;as inq Beads : 24-9u,19e , type 66 full square , w; th ex- pan3c�— ange , with and without vinyl foam gasket strip . U. S . Gypsum, Soule, National Gypsum, tlilcor , or t,ual . (2 ) Cornerite and Strip Reinforcement : Expanded 1ilt1h . 2 .5 T), ,—( a-jvanized or pa ntF same as adjacent lath. (3 ) Corner Beads : 26-gud9e , combination type , flange 2-112 " mi�nf-mun.- Soule Steel Co . "Double-Ex ; " Milcor "Suter-Ex" type. fay Inland Steel Products , or equal . f. Caulki ": Nun-hardening, non -sk', nning polyiso'autelene com- oounef or tap-2 for concealed locations . Presstite 579 .63 or 09 ,64 , Tremco 440, or equal . 4 . MATERIALS FOR PLASTERING a . Portland Cement: ASTM C 150 , Type : . b. atre : ASTM C 35 , sand typi cat , vnrmi cal i to or perI i to as req��'T d for fire-resistant plaster. c . Gypsun Plaster- ASTM C 29. d , Hydrated Limi : ASTM C 206 , ' fpe S . o . Quick. Lime : ASTM C 5 . f , Liraa putty_: Made from hydrated lime, quick lime or pro- cessed q—UTCk 1 ime . g, hater: Potable . h . $andin went.: PVA latex , MIL-R-10235 . Weldcrete or equal . S . APPLICATION OF METAL LATH AND GYPSUM LATH AND PREPARATION_FOR Sequence of wort; and details of operation shall be accora�ng to directions of manufacturer. 6 . WALL TYPES a . interior Portland Cement Plaster, 3-coat work over metal Tath and builUing paper. Huntington Central pars: Lathing and Plastering Huntington Beach, California 9A - 3 04 ( i ) Scratch coat. ( 2 ) Drown coat . (3) Finish coat 1 /8" thick , smooth finish . b . Interior Gypsum Plaster: 2 Goat work over 3j8" gypsum lath. ( 1 ) Gypsum lath . (2) Brown coat . ( 3 ) Finish coat 1118" thick , gypsum hardwall finish . s c . Ceramic Tile Backing: 1/4" Portland cement scratch coat over meta ! lath and building paper . 7 . APPLICATION a . hlixi" : ( 1 ) Provide protection under mixing boxes . f a ( 2 ) Proportion ingredients with calibrated boxe, and machine mix . Do not infix more at any time than can be used w-1th- in thirty minutes . Clean mixer between batches. b . Workmanship: Finish surfaces shall be true within 1/81' in 5�feet , p �aMb , level and square . C . Interior Plaster Finish Coat: Ou not apply over bone dry base . Dampen surface if —required. Trowel to smooth, even finish. fiatst cure Portland cement plaster 3 days . 8. CLEANING Atli) PATCHING a . Droppings : Remove droppings and splashes immediately from concrete or other finish surfaces after the application of each coat . b , Cle3rsing : 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 pain-i'ng. Point around trim and other work. Cut out and repair cracked and damaged plaster to match existirg and finish flush and smcoth . Fill cracks in Portland cement plaster. 9 . CLEAN-UP Upon completion of the work , remove from the site a11 . materials , tools , equipment , and debris resulting from the work under this section . i Huntington Central Nark Ceramic Tile Huntington Beach , California 48 - 1 SECTION 9B CERAMIC TILE 1 . WORK INCLUDED Provift all labor, material , and equipment required to complete the work shown on the drawings and specified herein . incluuing but not limited to the following : a . Tile walls . b . Marta:- setting beds . 2 . RELATEI) WORK 'toilet Room Accessories - Section IOC . 3 . GENERAL REQUIREMENTS a . Samples : Submit, in the munner specified under Section ID. sam"—ples of each type and color of the marked with manu- facturer' s name . 04 b. Certificates : Submit master grade certificate, signed by manu acturer and Contractor, certifying grade, type and quantity of the before Start of tile work. c. Delivery : Deliver materials in manufacturer 's brand-marked ari-g-T—naT unbroken , grade-sealed packages . d. Protection: Protect materials from deterioration until in- stal at on . 4. MATERIALS a. Ceramic Tile : S5-T-308b and Standard Practice Recommendation s I an and grade, dust pressed . Unglazed Ceramic_ Mosaics : I " x 11' , square edge , and trim s tipess, Gran tex�71T239 Desert Brown , pattern as selected b;, 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 . Water► roofin Admixture : Aqueous emulsion with accelerator a� scausi r" oTeum`oil base, roll 1� Huntington Central Pgrk Ceramic Tile Huntington Beach , c"lifornia 9B - 2 F. Hydrated Lime : ASTM C 206 or 207 , g . Sand: ASTM C 144 . h . dater: Potable . i . Grout : Natural qray color at mosaics, Portland cement and sa`nd—mixed with latex additive conforming to CTI 64-3 test . J . Latex Additive : Latex emulsion for grout . U. S. Rubber at crete ' , C. E . Kaiser "Styrocrete" , or equal . S . PREPARATION OF SURFACES a. Levei 'ln Coat: Apply if surface to receive mortar setting Bear les mere than 1/4 " ( for vertical surfaces ). b. Protection: During placing of subsequent work , cover with Fr-y— s eet secured with spots of adhesive . 6 . INSTALLATION OF TILE IN PORTLAND CEMENT MORTAR SETTING BED I a . Standard: Installation shall conform to ANSI 108. 2 . i b . Traffic: Close area in which the is being set to traffic ur ng installation. and for at least 48 hours after comple- tion of the work . c , Pattern : Joints shall be straight, horizontal and vertical oor wall tile . Use standard trim shapes as shown in the i1rawings . d . Fitting: Cut and drill tile and trim accurately. Rub ex- I. posed edges smooth with abrasive stone. Fit closely at all intersections , outlets , fittings and accessories . e. Expansion Joints : Keep rile 1 /4 from door frames recessed i fixtures , accessories . Fill ;joints with sealant. Keep Joints clear until sealant is applied. f. Cleaning : Sponge and wash the with water After grout has stiffened Rub with damp cloths . Polish with clean , dry cloth. g. C1 c_a_n-u_p Upon completion of the t; i e work , remove all debris , materials, and tools from the site and leave the location broom clean . E . i ,f. Huntington Central Park Painting ,Huntington Beach , California gC - 1 SECTION 9L PAINTING Requirements of the General Conditions and Division i of these specifications apply to work of this Section. 1 . WORK INCLUDED Provide all labor, material , and equipment reqquired to complete the Painting ar.d 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 , standards9 electrical equipment. picnic tables , bollards. 2 . RELATED WORK a . kemoval of hardware and fittings prior to painting. i b . Surfaces not to be finished : ( 1 ) Concrete slabs . (2) Prefinished surfaces . 3 . GENERAL REQUIREMENTS a . List of Materials ; Submit, it the manner specified under ect on D , 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 ; ist of surfaces to receive various i finishes . b. �Samplless : Submit. in the manner specified under Section 'ID,8" x 1T" 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 un ercoat , (2 ) Transparent Finish : Submit on lumber and plywood of same species an grade as surfece to receive finish. Leave I " strips along one edge showing untreated wood and each undercoat . Huntington Central Park Painting Huntington Beach , California 9C - 2 i� c. Trial Patches : After approval of samples , apply trial patches o n sy to building surfaces as directed and make color and gloss adjustments as required . d. Record Samples: Prepare 8" x 11 " record samples of pigmeated ' `is�es�as nally approved. Submit in the manner speci- fied under Section 1D. e. Finish Records : Maintain an accurate record of finish and co or app a �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 se of record samples and finish records , together with a 1 pint labeled sample of each finish applied, identified by color, brand, and composition. g, liock-U Room: Finish all surfaces of one t•oom for approval as recto to establish quality of material and standard of workmanship for the work under this section. h . Wurk of Other Trades : Examine drawings and specifications or pan ng work 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 s ni -p Ming. J . Hardware , Fixtures , Equipment: Switch and receptacle plates , surface-mounted iTghting 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 spec e n sh. Notify Architect in writing, of any conditions detrimental to the work . Start of work shall i indicate acceptance of surfaces. i 1 . Protection: Protect the work of other trades against damage By the work under this section. Mask adjacent surfaces and place drop cloths below surfaces to receive prayed-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 cff &. ewor . t, i Huntington Central Park ninting Huntington Beach , California 9C - 3 4. GENERAL REQUIREMENTS FOR MATERIALS a. Deliver : Materials shall be delivered in manufacturer 's or g na , unopened, labeled Containers . b. Paint Systems : Primers , intermediate and finish coats , ti nners and pigments for each paint, system shall be the product of one manufacturer. c . Factory Mixing�: Finish materials shall bp factory-mixed o ci or, 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, Inn. 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-Oust - 'Lint-Oxide primer: TT-P-641 . For gal - vari zed metal . (2) Red Strontium Chromate Primer : For ferrous metal . c. Paints : (1 ) Acrylic Latex, Int . : TT-P-19 , 100% solids. (2 ) Alkyd Fnamel , Int. & Ext. . TT-P-489 . d. Wood Finishing Materials : ( 1 ) Lacquer: Sanding sealer and water clear satin flat lacquer. (2) Varnish - Interior: TT-P-540 , polyurethane resin, oil -modified, low luster. McCluskey, Ameritone 109 , or Super Satin Wood Reg. (3) Sealer: Clear penetrating alkyd.-resin , Rez, Olympic, Cabots or equal . Huntington Central Park Painting Huntington Beach, California 9C - 4 1 . 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 rfaces . 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 WoF05551 I Ke manner. Recoat within time recommended by i paint manufacturer. d. Inspection; Painter shall inspect surfaces and call any unsatisfactory conditions to attention of Architect before proceeding with the work. B. PREPARATION OF SURFACES TO BE FINISHED a. Cement Plaster: fill cracks , holes and uther imperfections r with atex-mo ified Portland cement mortar. Match texture of adjacent surfaces. b. Gypsum Blaster. Touch up with shellac , spackle , or patching p T aster. Sand smooth . c . Metal Surfaces : (1 ) General : Solvent clean and degrease all metal sur- faces -6eYore applying finish , including galvanized metal . (2) Unco:,Aed Surfaces : Remote all foreign matter with ro- tary brushes , steel wool , or sandblasting as required to clean surfaces . Prime within time recommended by pain! :manufacturer. (3) Sh,.p-Coated Metal : Repair damaged finish with some materials as MR for shop coat. Allow to harden and sand. Omit prime coat on shop-primed surfaces . (4) Galvanized Surfaces : Pretreat with vinyl wash primer or p osp obi 'ric me a etch . Apply paint primer as soon as pretreatment has dried. Recoat within time recom- mended by paint manufacturer. Omit pretreatment at Portland cement paint. 00 d. Woodwork: ( 1 ) Transparent Finish: Fill holes and cracks with tinted filler. Huntington Central Park Painting Huntington Beach , California 9C _ 5 (2 ) Back aintin : Backpaint surfaces of trim and casework which will 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 . Gjpsum Plaster d Cemei,t Flastcr: 1 Coat - primer-Sealer; Coats - Acrylic LateT b . Woodwork : ( 1 ) Transparent Finish: 1 Coat Lacquer, 2 Coats Varnish . (2) Casework Interiors : 1 Coat Lacquer. C. Mett1 : 1 Coat Primer , 2 Coats alkyd Enamel . d. Ducts in occupied Areas: Paint to extent visible behind alMsers , grilles, rcjfsters , etc. 1 Coat Primer 1 Coat Flat Finish - Black (alkyd enamel ) 11 . GUARANTEE '. Submit , in the manner specified under Section 1D, for a period I of two (2 ) years from date of final acceptance of the work, for all work unde,• this Section . 12. CLEAN-UP Upon completion of work, remove from site all materials , tools, equipment , and debris resulting from work under this Section . i , Huntington Central Park Resilient Fiogprin Hunt . ngg ton Beach, California 11 SECTION 90 RESILIENT FLOURING Requirements f the General workConditions 5ectionjDivision 1 of these speci fcr►tions apply to 1 . WORK INCLUDED Provide all labor, material and equipment required to complete the Resilient Flooring work sho►in on the drawings and specified herein , including but not limited to the following: Topset Rubber Base , including Topset Base at Casework . 2 . GENERAL IlEgUIREMEHTS a. Samples : Submit samples , in the manner specified under ect on 1D, of base in 12" length. b . Sequence of work and details of operation shall be accord- Ing to direction of manufacturer. 3. MATE_,,ERIALS Rubber Cove Base: 4" high , topset, with preformed internal and ex erns corners and end stops , color as selected by Architect ; by Burke , Ruberaid or approves equal . 4 . CLEAN-UP: Upon coripletion of the work , remove from the site all materials@ equipment and debris resulting from work under this section. 1 11 i Finish Hardware Huntington Central Park Huntington Beach , Cal ? fornia SECTIO N l0A FINISH HARDWARE Requirements of thy: General Condition$ec d Division 1 of these specifications apply to work of ths1 , WORK INCLUDED entPr ovide all labor, materials , and teeudrawingsear ed to plete and specified herein , including the finish hardwarbut nnot alimited to: g . Dour hardware. b. Thresholds . c,, Fastening devices. d. Templates. p , RELATED ARK Furnish all finish hardware required to complete the work. a . Folding doors - Section GA. b , piillwork and Finish Carpentry - Section 6A. c . Toilet Room accessories - Section 10C . 3 , GENERAL REQUIREMENTS uner a . Hardware Schedule : Submit in the mddetaileder clistdincluding et on D cop•Tes of a completely quantities , materials , finish, manufacturer' s number: an locations . b . Catalo Data: Submit one cuts and nu m ers mar ed for each item t c , Sys en of vision: A qualified member oft the he hArdwareicanlis�tieshall ar ware ,onsu1tents shall compile bring all errors or deli Y 014issions to tvery of materialsr1into the test, and shall supervise the proper channels. d , Tam totes : Hardware to he applied to metal doors and frames s a e made to template. Furnish templates to other trades for installation and preparation for installation of hardware. .. , , _.,..:.,nayr �rcw•:.;,rv�sHikiwiib�.rMl a i Huntington Central Park Finish Hardware Huntington Beach, California l0A - 2 e . Packa in Wrap items for each opening nr classification separate y in one package clearly marked with contents , hardware schedule reference , and intended location. f. Deliverer: Deliver hardware to the site and to other trades re p nsible for factory installation , as directed . g . Samples : Submit, in the manner specified under Se-, ! on 10 , ndividual 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 Boot- hardware, Furnish bronze sex bolts to match door , not hardware. b . Finish Symbols : National Bureau of Standards Designations : U526D Dull chrome US28 Anodized aluminum US32D Dull stainless steel ( SS-4 ) SBL Silver bronze lacquer 6 . APPROVED MANUFACTURERS j Catalog numbers and identification symbols which appear on the hardware schedule are taken from the catalogs of the following manufacturers : Mfr. ! .D. Manufacturer Cate or D Dar-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- v ccees"required for installation in finish to match hardware. b. Locksets and Latches : Cylindrical type locks, heavy duty i Huntington Central Park Finish Hardware Huntington Beach , California l0A - 3 with six pin cylinders , 5" lockset , in lied of 3-3/41'. c. Trim: Russwin Hadco , Corbin 835 Richman, Schlage X Magnolia . d . Closers : Size as recummended by manufacturer for each size aTd location of door. 8. SCHEDULE OF HARDWARE GROUPS a . General : The maaufacturer' 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 open nc is i dicated on the drawings . Hardware Group 1 2 Floor lunges 2500 1050 BC and HO 0 260 2 Inter Pivots 019 AM D 260 1 Set Panic Iardware 550T x 55NL VC 320 1 Cylinder 1290 R 260 1 Threshold 3151 -1 /2 x 3150 BW 26 Hardware Group 2 1 -1 /2 pr. Butts TA2714 4-1/2 x 4-1/2 M 26D i Lockset 440 3-3/411 DS R 32D 1 Closer 2810H-3 SND R SOL 1 Stop 9079X BW 26D 1 Threshold 400 inswing aw 28 Hardware Group 3 2 pr. Butts TA2714 4-1/2 x 4-1/2 M 26D 1 Lockset 440 3-3/4 " RS R 32D 1 Closer 281OH-3 SNb R SOL 1 Stop 9079X BW 26D 1 Threshold 3151 outswing BW 28 Hardware Group_ 4 1 set Folding door hardware 2624 9' -0 G 2 Pulls 4901 -1 " 8W 12D 2 Cylinders 1290 R 26D C. Approval of Schedule: Architect' s approval of Hardware Sche- dule wild be limito to program only. The Contractor shall be responsible for proper detailing. d. Guarantee : Submit, in the manner specified under Section 1D, or a period of one (1 ) year and for the extended period spe- cified by manufacturers for certain items of hardware. t I .1 Huntington Central Park Toilet Partitions Huntington Beach , California 10B - 1 SECTION 10B TOILET PARTITIONS 1 . FORK 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 1U. b . Sam les : 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 1' the installation of this work . install accessories furnished under other sections . 3. MATERIALS a. Partitions : Floor mounted, with flush welded corners , 'acryl - c ace 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 , 'ASS 26D finish. ( 2 ) Bumper: Chrome plated, US 26D finish. ( 3) Latch : Concealed , with stop , keeper, stainless steel RUE and escutcheon plates , chrome , US 26D finish. Sanymetal No. 8800 or equal . (4) Pilaster Trim: Stainless steel . US 32D Finish . (5) Bra, ckets : Anodized aluminum, US 28 finish . 4 . CONSTRUCTION AND FINISH a . Standard : Partitions and screens shall meet manufacturer 's Printed specifications for these units . , r Huntington Central Pirk Toilet P4 ,10-ons 04 Huntington Beach, California IOB - 2 b. Certificate : Submit a certificate stating that constructfcn YR f n s of partitions conform to manufacturer's printed specifications . 5 . INSTALLATION a. Supervision : Install in strict accordance with manufactur- er' s recommendations. c. General : Erect doors , pilasters , and panels straight , plumb o'nT" rue , with horizontal lines level , and fit HOC;, to wells . 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 Acc:essoHas ifuntington Beach, California 10C - 1 04 SECTION IOC TOIL►'O ROOM ACCESSORIES 1 . WORK INICLUBED Provide all labor , material , and equipment required to complete the Toilet Room Accessory work shown on the drawings and spe- cified herein. 2 . GENERAL RE IlIREMENTS a . Shn and Settin Drast�in s : Submit , in the manner specified under -Section ,"�iriclud�ng details of construction and in- stallation . b . Catalog Cuts : Submit catalog cuts for every item specified, 'n t e manner specified under Section 1D. C . Coordinate with other trades for location of backing re- qu rep or Installation of accessories . d . Toilet _Paler Dispensers and Grab Bars : Furnish to manufac- turer of� let _to pit-ions for nsta ration. 3 . MATERIALS a . Toilet Tissue ibis enser: Stainless steel No . q _ '� fir►ish, 17 "f 4ccessary l)eciaTcy. One for each toilet comparC%aent. b . Kobe Nooks : Chrome plated Brass , #745-Double Robe Hook , o ccessory ^Specialty. c . Soap _Dispeenser : Chrome plated steel , satin finish , surface mountFU Firs—Accessary Specialty. One for each l «vatory. d. Paper Towel Dis enser: Stainless steel , type 304L , No . 4 gat ty ifish�, 0230 Accessory Specialty, C-fold. e , Waste PaperReceptacle:, , _ Stainless stt:el , type 304L , No . 4 satin finish,i,ec16 Acc*.ssory Specialty, surface rtounteds with concealed hanger of cadium plated steel , f, Mirror ' required for 4i ture Building 1C only) ; Stainless steel , To-grsatin finish frame , N655 SAF-•LOK with shelf, 16 x 20 size , Accessory Specialty . Complete unit with backing. Mirror shall be 1/4" thick polished tempered gl -3ss construction manufactured to Accessory Specialty Specifications . Install in location indicated on drawings . r i 1 ti Huntington Central Park Toilet Roum Accessories 1 Huntington Beach , California 1DC 2 g. Sarlitae _Naapkin Dis enser and Dis o�sal Ifnit:i ; Stainless steeT,, type m , No. ' 4 satin- fin"fsr;48-697Ccc:essory Spe- cialty , surface dual napkin-tampon dispenser. #852 Accessory Specialty surface mounted napkin disposal . h. Grab :tars : Install 2 bars in one toilet compartment each , men and worsen as indicated on drawings . Stainless steel , type 304L , 18-8 alloy , No . 110K Series Shur-grip 1-114N o .d. Anchoring devices shall be by Accessory Specialty, type 02 through wall installation and type 02-MP for Nietal 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. y '"�' "���,tiz�,� :,�;�;, =-.:: . . , . .. , . .. ,- ., . , •. �: . �, _. ...:; ,. •;. ..w;t:wPr,pr,wr<avr���rr�,ev�' , k I!'' j s , j . Huntington Central Park Misccllaneou.. Specialties Huntington Beach , California ion - 1 SECTION IOD MISCELLANEOUS SPECIALTIES Requirements of the General Condition,, and Division 1 of these specifications apply to work of this Section . 1 . WORK INCLUOED Provide hll 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. Siqn plaques. b. Fire extinguisher. 2 . GENERAL REQUIREMENTS a. Shoe and Installation Drawings: Submit, in the manner spu- ' ci e r un e reef on TD, including details of construction and attachment: for each item. b . Samples : Submit , in thA manner specified under Section 10, samples of each tyre , finish, and color of material . c. TemPI ate S . Provide as required for proper installation of Every 15m. 3 . MATERIALS a . Sig�n Pla ues: V romar Products , Inc. ES100 Series Identifica- rTan' ague in aluminum frame anodized black surrounding a 100 series square-cornered plaque: ESIOI/Ty a 16, black plaq;iv color vita white letters (men , wonen�. Mount mecha- nically on ce-aterline of door at +5 ' -611 . b . Fire Extinguishers : J . L. Industries , Cosmic A, Model l0A drr-y^ chemical ext ngui Sher, aluminum shell , with surface mounted ecrylic 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 . i ��.y. ...ram- .... . U��'h .,« i:.J.-.: iN..ir ,:(l.. ._}• . .... ... .... - .. . .. ., �.. ... .. .. �.i J. .,..,,Cil.:'ipt�'3titi i,�j(/, i i • Huntington Central Park Plumbing Huntington Beach , California 15A - 1 SECTION 15A PLUMBING 1 . SCOPE: a. The work covered by this section consists or 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 GENC RAL CONDITIONS bound herewith are a part of this section of the specifications to the same force and effect as if wholly emindied 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 First 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 fora and shall contain a complete list, in index form , of the manufacturer 's names , cuts of equip- ment, performance data , catalogue num;.ars and trade names as required to properly identify the materials and equipment to he 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�i 'tFIEie above will evidence that item as specified will to furnished. d. For any equipment or materials Indicated but not described as to model or quality, obtain information .;r 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 :,fore 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 equipment: Thi:; section of the speci- fication specifies certain equipment in detail . It also names equivalent equipment which is not ! onsidpred to be a "Substitution" . Hi:jwever. submit the equiva- lent equipment named hereii 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 iFis equivalent 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 regUirements of the specifications as mandatory, unless otherwise expressly and particularly stipulated. 3. MATERIALS: Use only new mater•, • is, and unless prefabricated, vier`to th.e site in standard sizes . Use the standard product of ore manufacturer fo!- each article of its type. Comply with the minimum standards for plumbing materials as outlined in table A, Secti.sn 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 'rent 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 f mark of quality and permanence as illus- trated irj Commercial Standird 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 .t•l ' ti• Huntington Central Park Plumbing Huntington Beach, California + 5A - 3 04 pipe with black coated cast iron sC7'tiwed drainage fittings , except use galvanized drainage fittings where run exposed . At Contractor's option use type '100" 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 088, Type "V below ground, Type "L" above ground, with wrought copper ASA B16.22, or cast bronze ASA 816. 18 cast solder fittings Class 160. 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 129 screwed brass fittings . I . Dielectric Isolators : where dissimilar materials come in contact, isolate with Central Plasttcs Distrib- uting Co. , 150 lb . Cadmium Plated Insularting Unions for connecting non-compatible pipe and/or valves to pipe, other than brass valves connected to steal pipe , So 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. Fabri+:ate 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. Ynstall pipe runs and connections to insure unrestricted flow, eliminate air pockets and unusual noise, and allow for drainage of system. C. Make up ,points with inside smooth and unobstructed. Thoruughly ream cut pipe ends to remove rill 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 I where otherwise noted, or otherwise directed by Architect or Engineer. Piling to clear structural members ,y 1 0 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, plasteri or other finish work is started. Accurately roughng n 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 suppply for fixtures with manual valves . Air chamber shail . be 18 inches long and one pipe size larger than supply to outlet. For a battery of fixtures , one air chamber 34 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 p :.rmit removal of the arrestor. Sizes as shown an the drawings or as specified hereinafter. Sizes and Model Mos . are J . R. Smith; equivalent arrestors by Josdm, Wade or Zurn are acceptable . J . Cover underground metal piping E4 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 aiid drainage in accordance with code FIM- Huntington Ctintral Park Plumbing Huntington Beach , rzlifornia 15A - 5 requirement:: . Gang vents where possible in order to maintain min mum pe-netration R-75-677 "- 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 F . I .C. (not in contract) or as U.O.S . (furnished under another section of the specifications) . Stub uut 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. Stuh 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" &" 2" Urinal , :':ill Hung Flush Valve 3/4" - 2" 2" 1 -1/2" Lavatories 1/2" i/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 , Se;,vice 1/2" 1 /2" 3" 3 " Floor Drains - - 2"/3" 211 /3" 2" Floor Sinks - 211/3" 211/3" 2" ;_ • .. .. .., .. 'Y.' '►wry`r'b 1� j; V Huntington Central Park Plumbing Huntington Beach , California 15A - 6 7 . UNIONS : a. Unions - for copper tubing : Nibco 0733 , 8. IN�STA_LLATION OF UNIONS , GASKETS , ANO STRAINERS: A . Install a union on one side of shut-off valves , including on building side of underground house valves , at both ! ides of automatic valves , at equipment con- nection and elsewhere as indicated or required. Install unions in accessible locations . 9 . PIPE JOINTS: h. ^ual -rite double sealing neoprene gaskets for hub and plain and 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 f 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 , applj 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 c'leanout 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 cla-snout 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 N4425, Wade #W-8550- B or Zurn vi5 . 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 04023 , Wade W-7030 or Zurn ZN 1400-3 12. INSTALLATION OF CLEAROUTS : Install cleanouts where indicated on the drawings a-n4 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 he of the same manufacturer . The valves listed below are approved: A . Solder joint type valve3 : (1 ) Gate valves : 150 pounds solder joint, bronze. Powell---------------No . 1842-S Nibco/Scott---------No . S-134 OIC-----------------No . 7170 (2) Globe valves : 150 pound, solder ,point, bronze. Powell--------------No . 1823 Nibco/Scott- -- ---No . S-235-8 OIC---------- -------No . 570 (3) Check valves : 150 Found, swing, Y-pattern. Powell ♦♦-----.-----No , 1841 Nibco/Scott---------110 , S-433-B OIC-----------------NO . 170 14 . INSTALLATION OF VALVES : u. Provide shut-off valves where indicated on the draw- ings , and where required for adequate control of the system . IS. PIPE HANGERS AND SUPPORTS : a. It shall bethe responsibility of the Contractor to Frovide an adequate pipe suspension system in .,art r Huntington Central Park Plumaing Huntington teach, California 15A - 8 accordance with recognized engineering practices . using, where possible, standard, commercially accepted pipe hangers and acces►ories . All pipe handers 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 6 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. ?he manner in %hick 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 p a es , un ess ohs"c speeded 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 wal is and floors of sufficient size to permit the Huntington Central Park Plumbing Huntington Beach, California 15A 9 04 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 wi tip both s­jrfaces, and caulk water tight. Galvanized steel telescoping type sleeves as manufactured by "Adjus-To-Crete" or "Paramount Mfcg. " , 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 . 10. PIPE FLASHING: a. Plashing assemblies , Semco Fig . i1100-5 or 1100- 7 as required with vandal proof hood for vent. pipes , and "Semco" Fig . 01100-4 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 closad 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 insulatinn 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, Brjoks Concrete 'Works Model fl-RT or 03RT with the words "Gas" or "stater" 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 8211-1 W/AK or Zurn 146n-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 the walls , Zu rn Fig . Z-1460-2 Smith 4730 cover and frame chrome plated or stainless steel , size suitable for purpose intended with a miniinum opening of 12"02" . 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 . c 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 BIBB*.; : A. Provide loose key steps for all hose bibbs . h. Inside hose bib>:s , Chicago No . 13LK, 1/2 inch with flange and hose end, chromium plated. C. Outside hose bibbs , Acorn No . 81209 3/4 inch with flange and hose end, rough pickled. 22. STERILIZArI m. A. Sterilize each unit of water supply and distribution system with chlorine before acceptance for operation . Contractor shall furnish shut-off valve and cor� pawetion o ar other means oT7n ect na"�cW o:F ne. b. Materials used are : ! lj Liquid chlorine conforming to U.S . Army Specification #4-1 . (2) Hypochlorite conforming to Federal Specification C-B-441-A and Amendment 2, Grade 0 . (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 , t, i, 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 perfnr- 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 ggeneral materials and methods of instal- a on 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 'roc%f TRITns;aawn pour piping `as fin'"d UTed 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. COLC WATER SYSTEM: a. Consists of cold water piping and connections to plumbing fixtures, and hose bibbso throughout the buildings , and piping underground to point of connection as indicated. Cover underground piping a minimum of 24 and 36 inches as hercinbefore specified. b. Test piping hydrostatically and make tight under 126 pounds per square inch pressure. 2f. Gd�,MYIC HOT WATER SYS a. Consists of grater heaters , piping, and connections to plumbing fixtures , and to other miscellaneous items and N. I .C. equipment throughout the buildings. � I •. I • ►t�.f� --. �w-.. —9Y LPY:r .;'•'1 :7'1`.,1:}•.•..^,I Cy wrillL f: L:.Ir J[�3. .. '.,. .., g �.�i irrx�l�l. • • ' .••••• ,•'•:� `'n::r•�.`�:1:rj:'71:1::h`rrwt:.I wn;.r..tlCtll.o rafa.7[c.4Aw1{a ,. 11 1 r J' Huntington Central Park Plumbin Huntington Beach , California 15A - 11 b . Electric water heater, Appliance Building Co . Inc. , or National Electric Water Hester Co . , glass lined, automatic electric water heater, size and capacity as shown on this drawings ; complete with Magnesium anode, thermostat and elements for voltages shown. Water heater s ial l be U X. listed and approved and shall have 1119lh Temp. (eloctrical tnergy) 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 relit-is valves to be A.S.M. E . labeled and rated with capacity in P.T.U. not less than that of the water treater, see: to reel ieve at not more than 50 psi above dater 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 -shish imostallad. 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 potnds per square: inch pressure. 28. ELECTRICAL SYSTEM : A. All motors acid power driven ejuipment required and connected with the work of ths 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 ,witches , starters except as hereinafter specified , and the making of final connections. 29. ADJUSTMENT AND OF_E:RATION: Prior to the acceptances of t s worts a uk: an�'7 operate all plumbing systems to the satisfaction of the Architect. 30. TESTS: Nothing in thetie specif-Ications shell be construed Top mit deviation from the test requirements of any legally constituted authority . Where tests as spbcifled hereinbejfore are.. at variance with test requirements of any legally constituted authority, Contractor maya with the approval of the authority concerneds perform which ever test is more ret;trictiveg but in no case shall test be less than as specMied herein. No system shall at any time be tested at more than 10% above the requirements of tests As spec-ified hereinbefore. , 31 . CLEAN-UP: horaugh / clean all materials , equipa�ent, fixture= an app a' ces . Cl1 tan. and prepare all su':-faces to be painted, lean the entire premises of uitused',material, debris , sp is , and marks to the satisfaction of the Arch1-- � '6'�'� i�.4`,�'e�!ill�.-:i�i;;ii:'.•;.:.•7i71L..'. :':nw. ._........ ... ...._.�.......,_.. _.......�v.....�...,.a..rn...wa....i v..�....,...._.......�..... r..�rww s Ir Huntington Central Park Plumbingq 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 Tns a eU"under this specification shall be guaranteed for a period of oiie 0 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 naticad at time of installation and/or during guarantee period shall be corrected immediately to the er►tire is Visfaction of the Owner. 33. PLUMBING FIXTURES AND ACCESSORIES: a. Within thirty five (35) days after the contract has bear signed and betrore installation of fixtures , submit six (6) portfolios to the Architect for approval with full desc►•iption and cuts of fixtures. Portfolio to be indexed and cross referenced to match specifi - cations . b. Pl imbi ng 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 . Marately trap all wastes . Furnish chromium plated l escutchr:ons with all exposed supplies and trap itrM;i . Locate stops below fixtures or counter tops. c. Set floor mo+lnted, 'grater 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 4 adjustable wall closet fitting and carrier. e. Securely attach wall hunts fixtures to a 3/5 inch x 6 lnch' wide steFal plate. Steel plate to extend I at least one stud beyond first and last Mounting point. Drill and tap plate at time of installation j of fixture or fixture hanger. Support fixture hanger j with 1/2" 0 threaded studs , Jamb nuts , C . P. Acorn I nuts and completely free of -well by means of a second set of jam nuts . Weld plate to each meta? stud crossed by means of a continuous vertical fillet veld and same size as stud thickness . Secure plate to each wood stud crossed by securely bolting to each stud .. .�,.�wa.lnT LihJ�V :4�"A:. .3,' ... ....,::+ .. .. -.. ..._...... _.... - .,.. .. .......d n.....•c•n,r..r. «.... ...,........v-....r..w.-w«."".yrK'gFf 6,�/� Huntington Central Park P1umbin Huntington Beach, California 15A - 19 crossed with two 1/2 inch steel bolts , 4 inch canter 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 ar Sper2e1 are acceptable. n• alltflatsrimnsinkssandllavatoriesginstalledrin for tops. Provide abrasive washsrs under all single drilling deck mounted trim. h. Furnish fixtures; Water Closet - Item WCF Standard Mf$. Co. "Madera" 2222*0150 15K h�`�; vitreous china; elongated bowl , 1-1/2 inch top spud, riphon Jet, floor ,counted water closet; Church 5333 .349 or Olsonite No. 10 cc open front white seat; Sloan "Royni" No. 11040 flush valve with vacuum breaker and screwdriver atop; Smith 09230 or Zorn Fig. I»2084 bronze floor flange. Water Closet - Item WK: (1 ) Furnish and install Acorn Dura-hare No. 2101 or approved equal toilat with elongated bowl and ra�- cassed waste connection . Toilet seat sha11 be Acorn #1795 white fireproof solid plastic open front type 'with 4 polyethylene semi -recessed bum- purs , stainless steel hinge posts and self-sus- taining concealed check hinges with vandal-proof spring cowers . Construction shall be all welded type 304 stainless steel without open voids, cre- vices or fillets will not be permitted. All ex- posed surfaces shall be polished to Acorn 04 satin finish. Toilet bowl , water chamber and wall flange shall be, 14 gage, Flushing rim, "P" trap and trap. enclosure shill be i6 gage . Provide concealed type 304 stainless steel bracing as required to that bowl will withstand 1000 pound vertical loadin without damage to the fixture. Muter surface sha�1 be-V below the top and cover a minimum of ll x 15" area.'trap shall have 3-1/4" seal and shall pas$ a 2-1 /2" ball . Flange shall be provided ►pith three 1 " dia- meter holes for toilet fitting Y tuds . Contractor shall provide Owner with one Acorn #1796 trench for removing vandal -proof spring covers on toilet seat. 11 LI'. �._ :'.. . :•i: "'.:�' '1?rwT.,'` �' ,. ...li, !,:`J,C,�:tt►+:;.�5�.�.�S,�:G�Gis7l�1'i� ,� � r. Huntington Central Park Plumbing Huntington Beach , California 15A - 15 (2) Toilet waste shall be connected to Smiths 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 . Manimum fixture stud length shall be 12" . When this length 1s exceeded, provide Smith M-40 face plate assembly . Use model as shown on contract drawfngs. (3 ) For Back Supply Toilet 0ni : Flush valves shall be Sloanpus +boo on yPe. Provide 12 x 12" Acorn 8211E-1CH flush valve box in tilt walls . Both shall be type 304 stainless stee with A 04 i satin finish. Cover shall have 1-1/20 diameter center hole and shall be secured with Vandal -proof span-slot screws. Urinal - Item UR: Acorn No. 2126, 14 gage stainless t s es urina'T—with back supply. Secure wall flange with j 1/4" stainless steel through bolts. Flush valves Sloan #190 push button with access panel as specified for f 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-Clot 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 r guard, twin jet mound-building non-squirt streams and flow control . Flow control shall be removable with- out disassembly of piping. All wearing parts in- cluding the seat shall he replaceable from the ppfpe chase. Construction shall be all welded type 304 r 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 . •�R��11\�«.YI�w'n�.illy'vV.iGCi.:'.:: /!_Jy.7:tir:.r..r•...�.«.....«.—.r...........w...V..n,.i....., ..•.,..•. •i-vcw.......--...,_.�...._._• . 3i Huntington Central Park Plumbingy 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 I1785-11 made of galvanized steel and adjustable for walls 4" through 1" thick. Verify rough- in dimensions with contract drawln s , ( For 1660 series use figure number 1785-12 .3 Lavatory - Item LHC: Standard Mfg. Co. "Lucerne" WJTT-.M vi reous 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 OPO trapp, Speedway R 1712 AS supplies with loose key an44ta valve and I .P. male and 9248.046 combination 1aysitory supply and drain fitting with "Aqueseal " compression valves and 1 -1/4 inch tailpiece. Sink - Item S: Elkay Mfg. Co. "Lust�artone" LR 1916 s se 19 nc es x 18 inches , 18 gauge, 18-8 type 302 stainless steel self-rimmed single compartment sink with ledge bark; LK�-35 duo strainer with 1-1/2" tail - places L. A. pattern cast brass "P' trap; Speedway R 1715 KS supplies with loose key angle valve; Chicago No. 1100 dock mounted double faucet with swing spout and softflo end. Sarvice Sink - �Item SS: Standard "Lakewell " 7692.013 casITFOn accid rstin9 enameled inside. ppainted outside, roll rim service sink with 8379.018 rim �uard size 22 x 18 inches with plain backs wall Nngews 301 .012 perforated grid strainer. 77916.176 cast iron enameled inside ad ustable trap standard with cleanout plu and 3 inN I .P.S. outlet; 8344. 111 mounted double faucet with into Pal stops , vacuum breaker, mount faucet above beck splash. F1*6r Drain - Item FO; Smith Fig . 2010-As Zurn Fig. Z-4136;—Wa a CMOs or Josam 300 adjustable,floor drain with 2 inch cast iron hod , clampinp collar and 5 inch round polished nickel-bronze strainer with square holes . ��'��; 'ny1�L.�Y'::7?ii^J'i"1FY.iH:�11'.w'iS��a.ra' ti�i: tc.nna ,..:t• /.. �- n •. •_ . .. ..---Yy.y�� ',s Huntington Central Park Plumbing A Huntington Beach , California 1SA - 1 Floor Sink - Jtez FS: Smith d31S6s Zurn Fig. Z- 324 or=osam 00-1 indirect Mast# receptor •" deep, acid resisting enameled in:ides painted outside with integral anchoring9 1uQQs and large loose alominum semidoae strainers pollshed nickel -bronze rim and top grate or 1/2 grate as required. Roof Drain stern RD; Smith No . 13109 Zurn Z-1219 Aire i1`M0 o'r Wsam 4160 roof drain with cast iron body, removable cast iron mushroom dome strainer, flashing rings and gravel stop, and underdeck clamp. 1 M�-I�+�w.'r`ww�.S/•^�t�.W7Y�iFiP1TrFK rsy+^�+ ''M.7uYiSM1►N;;.rliil3.r��9fY�1��/�1�IC�.RM17NiNyMOIW�IIN1 y Huntington Central Park HVAC Huntington Beach, California 159 • 1 .SECTION 156 HEATING, VENTILATING, AIR CONDITIONING r r •r . . 1 . SCOPE: The work covered by this section consists of furnishing a abor, materials , equipment, fixtures , and performing all operations for compl4te and operable heatings 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 stmi 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 orderso regulations of the State Fire Marshal , and the California Administrative Code. 0011 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-fire (35) days sister 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 manufacturers names ; cuts of equipment, performance data, catalogue numbers and trade naves 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 drawinggs equipment schedule desi nation. Any deviation from item as specified shall be claari�r indicated on the submittals and noted as such. Fail- ure of the Contractoir to com y win the above time limit will evidence that Item as specified will be furnished. e. For, any equipment, or materiels indicated but not described as to model or quality , obtain such infor- mation from Architect prior to biddingg. Failure to do so will not relieve Contractor from furnishing •'�A���ff�k hr ��..'� 1 : 'D l u.:rN"++.i r�.?« ....r..i.. ...-....._, ..... ..e._.V.1.+':..«,.i.. .a....I,. ._ ..i .J.'f.M'++.'.I..l .r.y.. .,:roalri..2+11t4.aiL`fi � Huntington Central Park HVAC Huntington Beach, California 166 - 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 ma3ority of the preceding and following paragraphs . This , togclther 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 avoiu interferences and for the general benefit of ail 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 most 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 a ui mvnt: 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 r 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 equMleen' quality, capacity and is . fully equipped as the unit specified in detail ; the unit fits the space allotted ; and unit his. a physical configuration and weight similar to the unit specified in detail . A complete layout of an �gG,�Y,�II°�'illY. I�,.v=oi •,"f�y.�••;.fe.. Huntington Central Park HVAC Huntington Beach, California 156 - 3 equipment room must be submitted if equivalent equipment is submitted. N-otTce 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. -_P P 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: i a, Use only new materials , and unless prefabricated. deliver to the site in standard sizes. Use the standard i 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. , I N.F.P.A. , A.S.M.E. , A.S.t.M. 0 N.E.14.A. I or A.G.A. i specifications. b. Concrete: (1 ) Install equipment mounted on floors or ground on concrete pads , 4" minimum indoors and b" 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- round ductwork in accordance with Concrete action 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 neceksarli co-ordination. !' co bolts and nuts for equipment anchorage shall be galwani20 �•�.; S. 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 f j: . `^S.�JIY�-F�iYG•r� 7V4ii;..::' '.9.h i.f..f1,T.a..r..r......... ._.._......�.rs..;.o,•s.•..�u.+....�+c.n..a».r.•�<.f....war....._.......�..--.....•�.�wiwM..+.+..lw.+•.. 1 1 Huntington Central Park HVAC Huntington Beach, California 158 - 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 furnishc d by the manufacturer as an integral piece of the manufacturer`f packaged mechanical equipment. 6. A,IR DISTRIBUI N CST' TING AND BALANCING : a, perform testing and balancing in complete accord. ance with AASC Standalyds. Instruments used for testing and balancing of air and hydranic systems must have been calibrated within a period of six months prior to balancing. Include a latter of certification• 1 isti n9 i nstrmmentati on i:sed and last date of calibrat- ion. ubmit 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 , REFRIQERATIDN 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 Isi on high side and 150 psi on low side; for 4- 2 , 285 and 140 psi , respectively. S. 'OPERATING INSTRUCTIONS: A. The Contractor shall instruct the authorized Owner 's representative in the compiete operation of all ftems of equipment that are, or have components that are , motor drivent electric resistance heated , or gas fired . these instructions are to be given at the Owner 's convenience . • 1 •f "wS:.aii b,.L::+.4.•x••...•.....,.,-....... ....,,............ .. ....n...>n+.._t..•.r.n..:...,.x,........�......r......v.rwowralrMtii ) i Huntington Central Park NVAC Huntington Beach , California 150 - 5 b. Printed operating instructions and a copy of wiring diagram are to he 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 : e. Thoroughly clean all materials , equipment and appli- ances. Clean and prepare all surfaces to be painted. Clean the entire promises of unused materials , debris , spots and marks to the satisfaction of the Architect. 10. GUARANTEE: All materials and equipment provided and/or installe under this S reification shall be guaranteed for a period of one (1 year from the date of final aces - 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 tubin ASTM No . B-88 as manufactured by Anaconda, Revere, hase; Type L hard drawn unless otherwise designated. Fittings shall be wrought copper A .S.A . B16 .229 or cast bronze A.S.A. 816.18 sulder fittings as manufactured by Nibco, Revere, Chase, Class No. ISO. (1 ) Refrigerant piping. (2) Equipment drain and overflow piping. 12. INSTALLATION OF PIPE 8 FITTINGS: at, Construct pipe lines of full length sections `of pipe. No 'short fections allowed except wh,ere 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 _ thj� ..nyyy..v.`,r 4�T ..,. •�:.". :+:; t.. . . .......�....._. .,.. .�.....n:w....rn;t�:.l..n.a1.AV.r >.r..r.1i.... r..-V cV MUM w4dr"VYiW. ,fie Huntington Central Park RVAC Huntington Beach, California 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 plu ends of And op))nings in all pipe and fittings unt?l equipment is instaliid and final connections are Made. Install floors wall and ceiling plates where pipes pierce ft«ished surfaces . C. Make up Joints with inside smooth and unobstructed. Thorou h?y ream out pipe ends to remove all burrs. Carefully inspect each length of pipe and each fitting and remove obstructions prior to fobricatton. Make screwed Joints tight with tongs and wronches. Re- make leaky connections with now materi0 s . The use of thread cement or caulking to make Joints tight is prohibited. d. Installation of refrigeration pipin shall be in accordance with recommendations of he Trana Recipro- cating Refrigeration Manual , latest odition. e. Do all necessary trenching, excavation, shoring and backtilling required for the proper laying of the pipe lines . Bottoms of trenches to be cut to rude, and excavated to insure the pipes boaring for heir e-tire length upon the outside periphery of the Tower ta.ird of the pipe. Excavate to a deppth of 3 inches below the bottom of the pipe and bt�ckfil l with sand. Backfilling under paving mechanically or hand tamped to 90% maximum density. Do not baektill until instal- lation has been approved. Promptly install all. piping ,mfter excavation or cutting for some has been done, so as to keep the excavation open as short a tins as possible. f. Cover underground metal piping 240 minimum and non- metallic piping 360 minimum. 13. PILE JOIINTI: A. Solder: 95-6 tin-antimony per ASTM 8-32 Grade M 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 ,point. �y7��i?t1+���v,�iiy��.wl�►�iiiwv�:rdi:+z,;� r-.....r. ......r.,................�+.... ,a v, c..�.raf.a..�.n�..r�.f.....,s.....,..,..,�..,.. ur+r.++grwrw* Huntin4ton Central Park HVAC Huntington Beach, California 15A - 7 15. P_IPE, SLEEVES: a. Provide pipe sleeves of 20 gauge steel for pipes to pass through concrete walls , floors and roofs. Diameter of -sleeve to be 1 inch larger than the outside J;ziseter of passing pipe and covering of insulated pipe . Galvanized steel telescoping type sleeves as manufactured by "Adjust-to-Crete" or "Paramount Manufacturing Company", o►- Sperzel polyethylene "Creete- sleave" , may be used . Wheere seepage scar occur, use steel papa $leaves. 16 . REFRIGERATION SPECIALTIES : a. "5porian" replaceable core type catch-ail drier/ filter utilising molds►d dessicant and listed by i Under- writers Laboratories. Provide ay-pass in piping for drier/filter maintenance. b. "Spartan" SA "see-all" moisture and liquid indicator. C. Valves: up to and including 1-1/8" 0.0. Henry Type 6200 diaphragm packless type globe or angle valves 15 with metal to metal back seat, having sweat tube coonectionu . Valves 1-3/$" Q.D. and larger Henry Type 2000 globe or angle valves with seal cap. Equi- valent: Alco, Mueller, 17, GENERAL DUCTS AND 5HEET METAL WORK: A, Ducts and plenums , access doors , fresh air intakes and exhausts made of shoot 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 InchesS e l� U .S.GGaud 12 -.,-..--w-.r-rr• Up thru 26 UT thru 10 13 thru 30 24 11 thru 2D 31 thru 54 22 21 thru 40 SS thru 84 20 (1 ) Gauges. of underfloor duct encased in concrete two gauge n"�oars heavier than listed above 1 .e. use 22 gauge instead of 24 gauge. Spiral duct underfloor may be some gauge as listed above . t'�� �µw..i.�. 's+ MYJt r Vnw.Mv.....�......... ..w..s.✓r.N'.:.i+'.i:1:.Ju..a"sl)r:-t•. .�.w`tu srwv..+imw..,�u.ww.a. *.r Huntington Central Park H56D_ 8 Huntington Beach , California 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 .lip, none 7 ' -10" maximum centers 19 thru 30 Drive slip, or pocket slip, 1 x 1 x 1/6" 7 ' -10" maximum canters 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. 18N 12M 12" 16 ga. ga1v. iron strap, 1" wide 10' 30" 18" 36" 16 ga. ga1v. iron strap, 1" wide 8' d. Cons,truct "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. a. 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 l of the 1969 edition of "Duct Manual and Sheet Natal Construction for Ventilating-Air Conditioning System% which is referred to as "Duct Manual" (available at SMACCA, 1830 N. Oth St . , Suite 1149 L;A. 67). Wer to the "Duct Manual" for specific I details as follows: ^ +�",•';?�jyriv•.��:.i:(►ist�Si;«:.,:�.:nY.r..�........�-..,....,�.... �.... ..«.,...,a......•...r...»�............,_......__�., ,��,,,,...r.,,,_,...,,,... r. Huntington Central Park HYAC Huntington Beach, California 153 - 9 PLATE NO., FIG. PAGE 16 B & C 41 17 B 43 22 B & C 53 23 O & 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; Yentglas or Ouro Dyne. Make flexible connections not more thin 6 inches long, secured by suitable clamps. Flexible connections on roofs or outside buildings shall be hypelon coated, Ouralon or equivalent. r , g. All duct dimensions shown on drawings are "inside clear". Increase the sizes of acoustically lined dusts accordingly. h. All s+apply, return and exhaust ducts shall have trans- versu joints , tap-in connections etc. , securely taped with Johns-Manville JM No. 357 silver vinyl tape , Arno C-520 or canvas and ArabDI duct tapa. Air ducts on roof shall have all Joints and seams double taped or caulked with Fosters No . 30-02 fire resistive Juct sealer to insures a watertight installation. Use mastic between un le iran and duct to angle iron connections . Seal aly holes . I . Construct underground ducts of gauges as hereinbefore specified. Swedge each section 1-1/2" from each end and assemble with larger and of the adjoining section butting against the swedge. Hold section in plane 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 t l�I���ACiIY,fYxw.�+�.arw•..+- ••-M�..,-...�..naewnry4r'M�nir.wr...w.r-w�asr.a..r..•..�..+++.rw �...wr.wrw... - '. •. .. .. .., yet l j HuntingtonCentral Park HVAC Huntington Beach, California ISE - 10 fact 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 duce . C. Duct systems are to be assembled, erected and adjusted In such a manner to 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 Morn , ventilators , and exhaust fans extending through the roof. Flashing to be constructed of approved rust-proof materials . All mints at roof and around ducts to bra water- tight. 19. DAMPERS AND EXTRACTORS : A. Camper construction shall be per "Duct Manual "refer. ences . Install splatter and volume dampers w h_re indicated or required to properly balance air volume delivered. Provide each damper with VentlO or Duero Dyne quadrant . Group dampers for easy access . b. Extractors: Fixed type, 9arber-Colman Def'ectrol . Adjustable type, Air factors. Provide an extractor at each tap-in to main or branch ducts , and at each sidewall or ceiling air diffusev which VAps 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 reco;amendations: a. Condensate drMns: $18 inch . b, Refrigerant suction: 3/4 inch. � �jy'��v%w�:•.WiLi�4:�M::+o: . --.r ...,s...,t........-....�mtirn'ri;•^ J.•.;�1«:iilL;rti ,..:il':(w��f4�1�=.t1'+�:VJ�J'A�K9ii4i" Huntington Central Park NVAC Huntington Beach, California 156 - 11 04 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; r-SG Ultra-Liner, Pittsburgh Plate Glass Textra- Vace, Johns-Manville Micro-Caustic, or O-C Fiberglas Aeroflex. Apply with con ted side facing sir stream. Attach to sheet metal with Adhered clips . Form longitudinAl joints in one corner of duct. Tightly butt all ,points 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 an 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, 314 pound per cubic foot density CSG Ultra- Lite glass fiber blanket or Johns-Manville Micro- 1 i te. Wrap insulation completely around exterior of ducts and secure by means of 16 gauge soft- r 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 i Pittsburgh Plata 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. �� �}�.1L'fi•l�'s)%'.�:IJri 4 . .1.f,/rR':C.. .. a......�w......a.w..w.�....mow•.+u.........1.si. aa.M........r.�.... _.._..�..__r.. _...,._ ...+�.rwr'. ~ Huntington Central Park HVAC Huntint9 on Beach, California 156 - 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 operateds 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 Permanent power roof exhauster pe Ft. Good- 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 MF6 fiberglass re"i'n orl RM olyester resin7oods color to Match roof exhausters . 24, ROOF CURES : 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 gelded 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. FOR Ep AIR FURNACE : a. Lennox series GS2 Down-Flo electric furnact , 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 . '+ 5'(ihaA� :pax:, iJ an-.. ..•N,v:•.-. ..v> ........, .-.......... '.S:a .. ..L,'.h" 'It:.> : +�*^ ` Huntington Central Park NYAC Huntington Beach , California 158 - 13 b . Lennox series CRl evaporator complete with sweat proof cabinet, drain pan and evaporator coil . 26 . FURNACE. CONDENSING UNIT: Lennox series HS-8 low silhouette canesns nng` unitso sTie-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- m-eRs,as Inaicafa `on drawings , for wiring under Electrical Section. Equivalent: Barber-Coleman. 28. FUSIBLE LINK FIRE DAMPERS: Install California State Fire - arsM, approve us a link type fire dampers. Sleeve and back-plaster where required by authorities . Fusible link temper^ature 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 ducats co-ordinated with doors in ceilings and walls . Multi - blade type with 4-1,12 inch maximum blade width. Contractor to conrdinat2 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. , vortical , horizontal , in rated coil - ing protecting structure, etc. Manufacturers: Air Balance , Air Louvers , Terri . 29. CLEAN UP AND DISPOSAL: As pertains to work of this section, at friquen n erva s during and again upon completion of work remove from building and site disused tools and equipment, surplus materials , rubbish , debris , dust, and dirty , and leave areas affected by work of this section in clean condition. �i��J,TW,iv'wK •n...w.+.............�.....��.�...�.-.. ...�..•..._.._...._.�.. .. _...._ �.....►...:...w'..L....'f�.117aFtit::sB.V lr.sr i.•..».wr+.w. rw�MIMw. T; c i Huntington Central Park Electrical Work Huntington Beach, California 16A - 1 SECTION 16A ELECTRICAL WORK 1 . GENERAL j a . i1ork Included: Contractor shall provide all materials and equipment required to complete electrical work as -indicated can drawings , as specified herein, or both. Work %hall con- sist in general of, but is not limited to, the following: ( 1 ) A 4. 16 KV metering main switch unit and fender switches with feeders to locations shown on drawing, . (2) 4160l48OV.-3 phase, 3 wire and 4 wire and 2400V. /120-24OV, 1 phase, 3 wire , dry tape transformers with coil fusel cutouts as shown on drawings , in weathF:r proof housings. ( 3) Service entrance conduits transformer slab enclosure for power company, (4 ) A complete and operative 120/24OV, single phase, - 3 wire, S/N lighting and power system switchboards , panalbdards, switches , l i gh Ling fixtures , etc. , as i ndi cated on draw- ings . (5) A complete system of 4BOV. , 3 phase power for pumphouse equipment as indicated on drawings. (6) Weatherproof transformer ptd and associated wiring for library building. C Conduits outlets and terminal cabinets for public L,yt� e"16p one system. ,5wt.«. 8j Condui outlets and terminal cabinets for public Tess 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. NATER�,I ALS : Materials h:irein specs find shall be new and furnished in' accordance with specifications of the American Institute of Electrical En. gineers , Natio:i Electric , Manufacturers ' Association, the Nations'{ K„�, .�., ,i• � �� oN.iXlf/r�'i�/�.i}'. ,:.�::'KC+`i✓'�iAr��: . -,.,::i�L:isi.il< VAjlw•f`�i ►+:�ITw«AJ/:i'i"'Xtib', Zhrilr=ilr:'4� ��11 1 , f R 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, ' Ea`boratories , 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. F. white . Couplings , iocknuts , bush- ings , etc. , shall be hot dipped, galvanized or sherardized. (2) Electrical metallic tubing shall be �ialvanized or sherar- dized. Couplings and connectors sha11 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.Y. S. standard weight or equal . b. Outlet boxes and covers shall be pressed steel knockout type or cast iron with rMed, tapped, and pluggged holes , and shall bo hot dipped galvanized or sherardized. A 1 boxes shall be of proper code size for the number of :Tires or conduits pas- sing through or terminating therein , bot in no case shall aiy bon 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. Out:le boxes shall be used as pull boxes wherever possible, and gunctiun or pall boxes shall be installed only as required by te drawings or specifications , or as directed. (1 ) Lright outlet boxes shall be equipped with fixture support- irig device , as required by the unit to be installed. r (2) For switch outlets , use solid gang boxes for three or more switches, adhere two 30 ampere switches are in- stilled in one box, 4-11/16" square x 2-1 /8" dew boxes will be the minimum size allowed. (3) Boi;es exposed on surfact in finished areas shall be cast metal . No pressed steel boxes shall allowed on exposed � ����lM�'�'��r1i'��•Ai.-a�'rjirG)l�=y:' ..:�/...�'ri', .:':'.�.1N.�..�f;it2��e.'M�:,w�A�! .: ,r,r.hr... ..�ti.�ii���11 f Huntington Central Park Electrical Work Huntington Beach , California 16A - 3 conduit work , (4) For secondary program clocks , use recess cabinetg 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) F7oor boxes shall be cast iron , watertight , adjustable units equal to Russell and Stoll f2511 , Thomas and Betts 01810 or Lew 06261 with combination 1/2" and 2" plugs. There noted , multiple gang units shall be provided. Where outlet is specified inside box, use Levi #5207 L plug (with levether strap) . Drilled openings in box for f conduit entrance shall be properly sized. "! (8) For outlets not specified or scheduled, use boxes and mounting heights as ,directed by Architects , or the styles type and required service intended. f 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 6 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 Y. and below) : For conductors 44 AWG and smaller use Underwriters ' type TW, RW. Minimum size of conductors shall be #12 AUG except where specifically noted otherwise,. For conductors larger than #4 use 'Underwirters ' type RHRW. .} � � 1�'��'�"•i,4�1�:•JK.•.isr`.It:.ih.:-.sc'q+r'.a.u...1'.'J ►..;7.1'JA'?W.16.:Sa'Ih4 Ki1f� rw..+w.r..........�..r.�r aar.wr t LaMMfIa•N•a..'-vim• Huntington Central Park Electrical Wort: Huntington Beach, California 16A - 4 All conductors 18 and larger shall be stranded. Branch circuit wire installed through ballast hous- ings or continuous row fluorescent fixtures shall by Type AYA. All conductors shall be rated 600 volts. (b) Control Circuits for Mechanical Equipment: Use 10 volt, Underwriters ' Type TW conductors excep ,. where subject to abnormally high temper- atures such as can or near boilers . Under these conditions, use Type AYA or Type AF conductors . (c) High Voltage- Circuits: In all locations , use 5000 volts, single conductors ozone-resistant, neoprene-sheathed, cables meeting all applica- ble requirements of the "General Specifications for Wire and Cables with Rubber and Rubber-Mike t Insulation" as issued by I. P.C.E .A. and the A. S.T.M. Specification No. 0-5T4-46T for ozone- resistant compound. Approved cables are: Trade Manufacturer Name Rome Ro Zone Simples Anhydrex XX General E'1 ectri c Coronas Geopreno Keeri to Keeri to 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 - doptact which► is internally connected to the fram. Approved outlets are: Hubbell 05262-I 4 -A \ ,. j�j�%r.3l7�lA.fSS t';1i:�r..r.uw•w.uour:.xr -.f:i7lt�:i►3h3.:6.:1:1 ,ft i5H]JFi;i�'1..iya��?ii +i? !lf1Yp'i Huntington Central Park Electrical Work Huntington Beach, California 16A - 5 (2) Three-wire twist-lock outlets shall be single, 126 volts , Bakelite or composition base and side wired. Approved outlets are: 1„ Amp. 20 Amp. Hubbell #7582 N7310-8 (3) 120-volt grounding type outlet on floor box shall be Russell and Stoll 12644 with N A 11 #5262 duplex receptacle. (4) Telephone outlet on floor box shall be Russell and Stoll 13008. (5 ) Add 23-11 (b) weatherproof receptacle. e . Circuit switches shall be ivory (except in Momentary contact types ), totally enclosed, bakelite or composition base, to9gle type with "T" rating for Type C lamp loads . Switcl•, ratings shall be in accordance with the following tables of loads : Wa_..._ Ratite Voles 0 to 1600 20 Amps . 125 Volts 1601 to 2400 30 Amps . 125 Volts Listed hereinafter are approved switches. (1 ) Single Pole Toggle Switches : ake 20 Amns. 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 . Tog I type permitted for single phase fractional 11.P. e!o?ors. Use 575 volt switches for 480 volt application. f. Plates shall be supplied for every local switch , receptacle, telephone outlet, will speaker outlet, etc. All switch plates shall be furnished with engraved or etched designations utiider any one of the following conditions: (1 ) Lock switches . .�}�1- h+.'�1M iR r�.e{,i�{I I� .a../,�.7?ia.•`,..::.:i"...wr..'Nc. l. . , ':�' ..a�..-,.a,,y. ,. ...rv_�i.:.:.a.:ao�N..r.n..+.w...+..—v..+.n•rr.+r....►._-�...w........-..rrr:' ,. ii Huntington Central Park Electrical Work Huntington Beach , California 16A - b I (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 "AF.M or "CV fixture wire. All fixtures shall be equipped with lamps of the size and type specified. All 300 P1 watt fixtures except recessed units shall have mogul sockets or as specified otherwise. (b) On acoustical the ceilings fixture nutlet shall be accurately located in the center of a the or at the four corners of ad3acent 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 o'f 5 degrees after installation. Fixtures shall have special stem lengths to give the mounting :,eight 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 t to rigidly secure the socket to the stem, and ,the stem to the outlet box. (d) All fixtures of one type shall be rf the same menu- facture and of identical finish and appearance . (e) Recessed fixtures where noted to have attached pull box shall have ' & 4" pull box permanently attached to the plaster ring so that it is accessible When the fixture is removed. The fixture shall beer Underwriters ' label of approval for the wattage in- dicated. Connection between fixture and pull box shall be with flW hl a conduit and 2 #14 AF wires , The flexible conduit shall be of sufficient length '~r t1t411'N.w�w..71 . ... i:7-_A1"'."i:l•.L 4' 1. ,.•.t.. •'.,5.:«:,�.:.,. '. ....i::"fhii.1j3M�S'�..�ili uC:'+�'v:�vti'NSSvrKxiyMv►M�w+'MM......Mwww i Huntington Central Park Electrical Work Huntington Besch , 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 amT` mps,'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 Lf wattage indicated. Lamps shall be as manufactured by General Electric, Westinghouse, or Sylvania. ( 1 ) Incandescen.t lamas shall be supplied in the following cases : General Use - Inside frosted, medium base. 300 Watts or Larger - Inside frosted moqul base, except in recessed fixtures, unless noted as clear in fixture schedule. Silvered boat lamps shall be supplied with units for which silvered lamps are recommended by the manufacturer of the unit . (2) Fluorescent lam shall be Standard Warm White, - bipin preheat; t'1's` lamps, rapid start or otherwise as indicated in fixture schedule. (3) Slimline lamps shall be Standard Warm White, single pin, . 430 m. a . 1.nstallt start lamps . i . Panelboards shall be flush mounting or surface mounted, as'noted an a din s . with sub-breakers as shown on panel schedule$ $ hinged lockab?e doors, typewritten index card holderso proper bussing, and main lugs or main breakers where required. All panalboards shall he keyed is 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 hamser- tone gray in switchboard, Janitors ' , heater and stor4ge rooms . Shop-primed panelboards shall be painted to match surroundin s af- ter installation. Each panel shall bear its identification tn- side of the front door. This shall be A. a,-LA or as shown on the drawings . Include typewritten directory in each panel . 'ref'�'+�' F��►s�r�s�,:`�"��'..w.► !! 1":'L.7 �, :.wrJ•:):fi.Xiti�- i�:wi1�"fi;���`��N4tv'i�.b'$'�� � 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 b►is- sing diagrams on the drawings. J . Distribution switchboards shall be dead front, dead rear, wa I I moun ad sec an w1tF breakers of ratings as shown on one-line diagram. frame 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 panelsshall be dead front, dead rear circuit breakers at460 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 s`"'£eel and arranged for flush mounting (except where noted ai 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 CORM s erminating 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 covert drilled and tapped holes as required, and shall finish flush with grade. { n l/ l 1-ilW.it'ti'1A 1'iYi.AJ.iV� r:.V:i. i3Y +. 7,/ A, :It. ••i♦. 1 G.�.1.�in ut..LL.1P„ iN.l r• IZZ-14 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 S M, 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. Dr t , a transformers shall be 2400 - 120/240, 1 phase, or 41601460 (3 we're or T wi re) 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 - 2-1/2x 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 Stngamo NLA 21 . 6. SHOP DRAWINGS AND SUBSTITUTIONS a. ShoB Orawin sst Before fabricLtion 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 specificition and cn 'the drawings are used for the purpose cf 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- cfficaiiy ap roved in writing by the Architect: in accordance with "Special Conditions" section of the specification. 7. REGULAT IONS APID C DES a. work and materials shall be in full accordance with the lat6st ���, 1'p`,.'• .fY 1..Tr :N .. . .r. .. .i,.. .. .,....,..... .. ... ..,.,. ,ri.-. .:i.-, .,.n.., aillQ.7�.!C•Y[v�:':,(�1�i:. 1 r', 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 word; not conforming to applicable codes . b . Should any changes be necessary in the drawings or specifica- tions Lo 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 the will form a pattern acceptable to the Architect. The center of the fixtures shall occur at the center of the the 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 I 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 indicatea on the drawings t i sib 1 Huntington Central Park Electrical Work Huntington Beach , California 16A - 11 or specified. When on the Owner 's property, underground It 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 c 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 ANp FITTINGS a . The sizes of the conduits for the various circuits shall be as indicated on the drawin93 as required by code for the sire 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 placad 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 -Gating of Pabco "P b B #2" paint 12" on each side of every coupling and at all points where wrenches have been applied, The ,points shall be made liquid and gas tight with red lead . • c. fiber or transite 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 /211, inclusive . r' i 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 flexitle conduit will be limiter; 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 spacea 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. y. Conduit over metal channel , lath, and plaster ceilings shall be securely tied to the furring channels with 016 guage gal - vanized wire ties spaced not over 4 feet apart. It . 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 . ,i . All outlet boxes in wood construction shall be securely mounted on wood backing with wood screws. k . Conduits which a%,e installed at this time and left emppty 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 61' x 13" deep buried flush with grade over the copped ends . The face of monuments shall be furnished with 3" square brass plates securely mounted and zngraved with the number and size of conduits , m. Telephone and electrical service conduit bends shell 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 . ) . �.�` r ,. . , Ltnlr,. 1.r_. ... ,.1. r; ..'.... .r.. ..... .. ._, .. ,_, ...... ... .. .. .. . . .... .. .... .-..�......-.....-...«...-.e.......viar.........-- l 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 . flake 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 Vne equipment . ( b) Install all manual motor starters , ma netic 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- tig 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 ow l voltage , shall be installed g 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 Mork 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) . W 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 Californit 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 t9rpdnated thereon with ap�roved grounding clamps or by bonc:ing. The conductors shall comprise the neutral ground, and `he conduit , the equipment ground . Where suitable cold water ma n sloes not exist, the neutral and equipment grounds shall bk grounded to sepa rAte rods (size and length a: 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 an the drawings . b. All Joints, splices , tops , connections and termination on high voltage cables shall be made by a qualified high vultagn splicer. er. c. Minimum bending radius of cable shall be in strict accordance with the recommendations of the cable manufacturer. All high voltage splices shall be rande 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 Cantral Park Electrical Work Huntington Beach , California 16A - 15 the event the cable manufacturer' s splicing kit is not used, G b W Electric Specialty Co. splicing kits for that specific cable may be used. Instruction f,irnished with the kit shall be followed exactly . Electrical connections shall be made with a splitsleeve connector and soldered . Stress cones shall be made as required. a f . All underground high voltage conduits shall be encased in a 311 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 storege 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 EgUIPMENT , 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 ail cutting and patching of the con- struction work and of existing walks , pavements, and buildings which may be required for `he proper installation of the electri - cal work . All patching s;4ii be of the same materials , workman- ship , and finish as , and shall accurately match , ail 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 hart of the contract . In event any work is not installed as indicated on the drawings, such work shall be carefully and corroctly drawn in ink an these prints . i •H '�4t�bf µ'it -•ny.,i?, _.i;.- ....�....r5.. ....:.. . .:a...... ..:.;; .:., -,.. . ..1', ., ,,., ti ,. .. ,. '. `n )S 1 Huntington Central Park Electrical Work Huntington Beach , California 16A - 16 b. All underground stub outs and all manholes , puilboxes, 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 . i 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 outhorities 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. i 19 . CODES a. All work shall be executed under proper nermits 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 In:pector at once and cease work on all parts of the contract which Are affected, I I I _rp.t „�!,♦te.. ..fN,41.1....a�:..{j...{./;. .-.i i.,. .. _ ;.... _ ♦. _.- ♦ � .. .. .1 1' ...�...r �, i. .. . .,. �5�, . ..♦ �... •M�:»f{-1�,n� Huntington Central Park Electrical Work Kuntington Beach, California 16A - 11 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 . O `{•S�AYSS��.`,s:vii+:.�.•JC11 J.:!'i:�)^, i.rar..+r.....�...�.-...�........___.....•.n.-..w r.....w r•.«•..r-..v.r.+..�......�....-.—�..�.�.. ' 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 Beacii, California . 2. SPECIFICATIONS 1'he 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 Cal ; Fornia , 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. Mcified manufacturers details and installation instructions. e . specified or required shop drawings . f. Proposal . g . The contract and/or agreement. yy h -... .t . '1... . L:ywJ:'.:.s}t,wr-u.....-..�..-�. r-.............�.,,...-�Hµ.y r-. t:. .t;. ...:.. .. .:'ctt;t.r:._ - .. ..n.:..t.•wcp•L• fa 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, thesa are for emphAsis on the particular item, for further clarifications of work requirements , or Fur 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 Special ►2equirements Huntington Beach , ;,alifornia 17A - 2 h . The contractor' s bonds and insurance certificates. i . Requirements of the necessary permits from ether 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 small recognize the Director of Public Works of the City of Huntington Beach as the project engineer who shall be in charge of and authorise 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 costs 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 Existing Facilities Huntington Beach, California 17B - 1 SECTION 17B EXISTING FACILITIES Requ :rementi 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 j highway and non-highway facilities, public and private, as in- dicated on the iin; rovement plans and as specified hereinafter. All work to he 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 . As halt Concrete Pavement Removal : As indicated on the im- provement plans , a e remove from the job site and dis- posed of in accordance with Section 15 and 1-1r13 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 b, making an ini- tial rough cut by machinery or pavement breakers and second by performing the saw cutting immediately pri&;v to laying down the planned asphalt concrete work. The removal is es- timated to be 3 to 4 inches in thickness ; however, no addi•• tlonal 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 TaSor, material , and -equipment necessary to shatter, crush, break uo, 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 an 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 to c . Removal and Salve a of Headwall ' Gate: Shall consist of the on-tractor 'furnishing a -la-or ma erial and equipment I 1 11 � . .w r. - ........w v... :.. r.,.ti.r. •.- ..r....... -..-.r...-�.�. •....rr���. r i Huntington Central lark Existing Facilities Huntington Beact; , 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. Hater Valves to be Adjusted to Grade: Shall include all the ex st ng val ves within this contract. This adjustment ao- is 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 Ad,iusted to Grade: Shall be raised or lowered and ad3usled-in accordance with .Section 15-2 .05 A of the State Standard Spc cifications 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 prier to seal coat, the man- holes shall be brought to grade , using approved concrete rings and wortar, 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 shalt contact the Sanitation District: for inspection and directions. The Contractor shall furnish anti install now 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 sing 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 rioter a , and equipment necessary to removn the barri - cade , posts , and appurtenant hardware, and shall dispose of the components in accordance with Section 7-1 .13 of the Sta.— Standard Specifications . Huntington. Cuntral Bark C:istiny Facilities Huntingtor* Beach , California 17B - 3 g. Miscellaneous traffic control signs , warniri g signs , reflect- ors , Meet name signs ,_ stop sJ ons , and the wit r Iwa , mar cers as founa is be ex--`sting in the field and/or Indicated on the plans shall be removed , relocated , disposed of , or !elivered to the Ci t, Yard , as indi cited oft the improvement plans or as directed by the Engineer. Sigr;s or markers which are to be relocated or delivered to the City Yard shall be removed wits due care to protect the sign and post . The Contractor shall be required to replace, 00h new material at his ovm 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 rciristailition . All work shall ' , performed as wits; new signs including craning and repainting the post. h . ail Line Removal : Shall consist , in reality , of an Indeter- m pate amount of work hereinafter described. Due to the numerous pipe- 'lines within this project , it is anticipated that there atilt 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 fallowing : ( 1 } Request the City to determine ownership and request re- moval . 1 ( 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 havi an approved plug on hand in the event f a live line is driller! . ( 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- asice with Sections '15 and 17-1 . 13 of the State Standard Specifications . All ends of piping to r remain in place shall be sealed by the Contractor ( by welding a steel plate over the end with a full circuir,ferential weld and using plates a minimum i 1 /4" in thickness . Salvage value of these lines sb0 l :-e 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 ) S2 .00 per lineal foot of lines raving a diameter of 6 N ches or less . Huntington Central Park Existing Facilities Huntington Beach , California 17B - 4 ( b) $2 . 50 per lineal foot of lines greater than 6 inches in diameter . i d 1 'i Y i Huntington Central Park Sanitary Sewer System Huntington ©each , California 47C - 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 estabTi,,hed by the Contractor' s surveyor. Excavation of every desc.- iption 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 shoon on the plans , with adequate allowance for clearance around concrete structures . Over excavdtions , 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 �:nall be laid alongside the trench and kept neatly piled so as to cause as little inconvenience as possihle 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 ex.-avated from streets and roadways , not -equired for backfilling , shall be immediately removed and disposed of by the Contractor . No surplus materials shall be clumped on private_ property unless written permis- sion is obtained from the owner of the property. i At, street crossings or where existing driveways occur in a It street , the Contractor shall make provisions for ditch-cros- sings at these points , either by means of backfills or tens- 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 msnner a!; to prevent caving of the walls of the excavation . If extra .xcavatiort 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 Ce.► tral Park Sanitary Sewer S) ,;tem Huntington Bea:h , California 17C » 2 for the excavation and disposal of tine unsuitahle 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 ,o he laid true to line in the approximate center of the trench. The trench width shall be such as to provide a free vorking space on each side of the pipe as laid , but the meixi►r,um allowable width fer 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 excei.ded 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- pensu for all material and labor, shall imbed the pipe in Class B concrete ar, directed by the Engineer. The minimum width of pipe trenches , measured at the crown or tho pine, snali be 12 inches greater than the exterior diameter of the pipe , exclusive of bell , and quch minimum width shall he exclusive of all trench timbers . Vnlcss 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 c.hown on the Flans , 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 R 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 © 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 he encountered in the trench bottom, but v!iere- ; 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. A inch to 16 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 he included in the unit price biO for the various diameters of pipe to Le installed . Huntington Central Park Sani ;.ary Sewer System Huntington Beach, California 17C - 3 Pipe trenches shall not be excavated more town 300 feet in advance of sewer pipe laying , nor left unfil . ed 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 e 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: i or timbering which may be used to protect them. 2 . BACKFILL a . General : All backfilling shall he 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 backfil led by hand to a ininimum 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 blooding before additional backfill is placed thereon . After this backfill is completed and compacted , the remainder of the backfill shall be made in accordance with Se:tion 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 bdckfil . shall be placed against or around concrete structures until the concrete has been inspected and approved by the Engineer. Unless otherwise directed by I! I 1 Huntington Central Park Sanitary Sewer System Huntington Beach, California 1% - 4 the Engineer, backfill adjacent to structures shall be com- pacted as specified in Section 3-02 . 3 above. The Engineer may direct that backfill around structures be made in layers not exceeding B 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 Vrom the walls . 3. PIPING AND STRUCTURES a . Scope of Work : The work covered by this section includes al-I of ER p pe laying work , structures and appurtenant items in the sewer system of the project . b. Materials : (1 ) General : All materials entering into this construction s� iTaT1 be in accordance with the requirements as herein specified. r (2 ) with ete: All Sections 51oandete 9U ofrthei�all be o ne in 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 ;hall be as specified n SeTtions 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 wcter added to give the mixture a propper 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 ura e, v trifled , sound, extra strength pips, ti 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. 1 Hunt ' ngton 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 scdrified 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 connecOon 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 durinq vitrification in the c.aski of salt-glazed vitrified clay pipe of any size , and in the case of unglazed vitrified clay pipe 18 inches or less P 1 in diameter. In case of unglazed vitrified %lay pipe 21 inches or more in diameter, fusion during vitrifica- tion will not be required . iiowever, in additioti 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 noexposure 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 451 , 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 , 3M inch thick and fitting snugly into the socket of the pipe branch , shall bu furnished with each tvye 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 Piper 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 00%1 Huntington (leach , 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 riot 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 Qlearly on each pipe or section a mart: indicating the class of pipe . ,..� ( 5) Joints for Al ) Vitrified Pipe: Factory applied compres- s on 3oints s a e used 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 . (fi) Precast Concrete Manhole Sections : Precast concrete man o e, tr ere calla—calle—d for on the plans shall be in- stalled in accordance with the details and at the loca- ; tions shows~ 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 Sanitat ' nn 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 . 1 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 Serer or Storm Drain Manhole head manufacture,' by Alhambra Foundry Co . Ltd . Manhole covers shall have r+ 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) Ste Rs and Ladders for Under round Structures : Steps and ladders for manholes- , unci: on c am ers ,-Mushing man- holes , and other underground structures shall be made of 3/4" round galvanized iron bars . Steps shall be 14 inches wide with runrys 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 Iasi step no more than 24" from the bottom of the man- hole or Cher 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 Sewar System Huntington Beach , California 17C - 8 4 inches of Class D 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 ,points have been made will not be permitted. b . Pipe _La Ing and Jointing: Before any pipe is placed , the sub- grade steal a prepared in conformance with Section 3-08-3. All adjustmects to line and grade must be made by scraping or filling the earth under the line of the pipe , and 'in no Lase by wedging or blocking up the bells . All pipe shall be carefully cleaned , and any lumps or projections on the fares 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 b 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 . S. 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 stall 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 wails 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 corstructed 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 tLe pipe es specified herei.i , 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 hobse connections entering the sections being tested. H - is the difference in elevation , in feet, brtween 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 can 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 reiaid , 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 muQ, 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 Generhl 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 Specificntions , in conform- ance with the requirement of the State Kermit , 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 e removed from the ,fob 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 DerformctJ 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 , quardrall , posts , pa es , and infor- mation or warning signs shall consist of furnishing all labor, material , and equipment necessary to porform f that work indicated on the plans in ancordance with Section 15 of the State Standard Specifications . F;.cili - ties which interfere with the work that are #o remain f 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 d 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 additiunal compensation will be allowed. b. Clearing and Grubbing: Shall consist of removi-ig all ob- Ject one material rom the right of way and shall be done in accordance with Suction 16- 1 .01 to 1 .04 of the State Standard Specifications . This work shall be considered to be those items of ob,jectional material removal not described in Section 2A of these Special Provisions . "1 c . Watering: Shall consist of furnishing and applying all water requT_r_e'U 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 takinq 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 Hater 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 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 j for all structures shall be Class A propoi-tioned to produce a minimum strength of 3000 PSI in 28 days . i i All structures shall be constructed within excavations sufficiently prepared to permit proper forming of the Huntington Central Park Storm Drain Facilities Huntington Beach , California 170 - 3 facility in conformance with the plan , ectail , or stan- dard dimensions . In no case sh111 structure walls be poured against soil . (2) Earthwork : This work shall include all excavation , de- + WMP g , shoring , rernoval 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) Concrate Structure Workmanship: This work shall include a matey a s`,labor, ana equ pment necessary to form, place reinforcing steel , place bedding, pour concrete, form removal , finish concrete, placement at tops or covers , pointing and sacking concrete , and clean-up. This wort; shall conform to Section 19 , 51 , 52 , 54 , 60 and 90 of the State Standard Specifications , to the im- provement }Mans . to the Huntington peach Standard Draw- ings , and to these Special Provisions . (4 ) ©rick and Mortar closure of openings indicated on the p awn shall 6e c`onstructed during clean-up operations , after all testing and necessary repairs to any section of pipe- line or structure vrork 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 ~later, silt , or debris from entering the structure, from the outside. Brick and mortar buikheads within ends of concrete piping shall be a minimum thickness of 12 inches and shall he con- structed so as to be vraturtiyht under full pipe head. e, Reinfarced Concrete Pipe Construction ( 1 ) Earthwork ; (a) General : The work covered by this section 'is all a? t V 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 ) Excavatia.� ; The line and grade for the pip::-1 tees w Tf hi* by the Director of Public Works . Excavatior 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 refilied with well tamped sand and gravel at the Contractor ' s expense. Materials ex,.:avated 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 nil mix pavings shall be kept separated from dirt re- movals intended for backfill . Ali materials ex- cavated from streets and roadways , not required fur 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 far- 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 Mate 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 Storks to obtain suitable foU»lid- 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. O0) per ton of h,, dding and shall be considered to be full compe, ufan for the excavation, disposal , furnish- ing <I placement of bedding, backfill , and com- pact . cr, . Pipe trenches shall be sufficiently straight to permit the pine 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 . 4J 1 Huntington Central Parr Storm Drain Facilities Huntington Beach, California 170 - 5 ' Material through which the trench is excavated shall be de-watered by means of wellpoint system, or other i pumping facilities acceptable to the Director of j Public Ilorks , 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 beincl placed , and tinti 1 the concrete or mortar has had itc final set , or the pipe -oints have been completes. 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 nf 6 inches shall be under all structures and pipes . The bedding shall continue above the pipe invert_, 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 backfiiling shall be done in such a manner s 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 caLe shall not be used. Backfill shell be compacted by water settling unless other- wise specified herein . No back- fill sha13 be placed against or around con- crete structures until the concrete has been in.. spected and approved by the Director of Public I4arks . Unless otherwise directed by the Director of Public: Forks backfill adjacent to :;tructures shall be compacted in accordance with Section 19 of the State Standard Specifications . Backfill around structures shall be made in layers not exceeding right inches ir, thickness , each layer to be com- pacted by ;moistening and tamping by air or hand tao1s. Backf ill adjacent to structures extending above ground level shall be brought to a point six inches above nominal grade next to the vialls of such struc- tures and shall be dressed with a slope avfay from the walls . Huntington Central Park Storm Drain Facilities Huntington Beach , California 17D - 6 { ; ) Pitying and Structure Coru::truction: (a) General : All piping shall be in accordance with Sects 65 of tht. State Standard Specifications, these special provisions , and in accordance: with the 0- loads indicated on the improvement plans and/or prc posal . The interior of the, pipe shall be kept free from di r: and other forc-A gn material as the pipe laying progresses . Care !,hall 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 fur any othr.•r reason left unattended. Any pipe which is no, 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 spilled 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 trertrh anti bedded on a concrate cradle , that portion of st,eet- Ing shall he removed, and the voids left due to said remo% il shall b2 completely bar.kfilled as specified for the backfill at that location. All pipe trench and structure compaction shall 0e in accordance with Section 19 except in lieu of sand equivalent requirements , native materiel may be used from surplus excavation at other locations of this contract, or imported with no additional tr.;,,pensation due . (b) Jo , nt.s : [l ] Cement Mo-.•tar: The cenent mortar shall be compose o ont- dart Portland Cerient and two parts of clear. sand. The consistency of the joint mortar shall be ,vch 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 afte.• mixing with water and all parts of the pipe +:o be in contact with mortar shall be washed clean and thoroughly wetted to insure prvrr.;- bend . [2j Tongue and Groove Self-CenteringJo ►� nts: Com- p .te c rcum er ai riortar trg of outside Joints will he required . Use of Louring diapers Huntington Central Park Storm Drain Facilities Huntington Beach, California 170 - 7 and bands shall be done in such 1, manner so as to prevent air locks and to insure complete annular filling with mortar. In all cases the entire depth of the finished insTG 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 t e furnishing, a ricat ng, and installation of the corru- gateo 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 fir, ana main a `nftig provisions for, public traffic through the construction area at all times, unle,s otherwise specified in other provisions shall be in accordance with Sections 4-1 . 04 , 1-1 .089 7-1 .09 , 7-1 .095 and 7-1 . 12 of the State Division of Highways . All construction signing shall be to accordance with Section 7-1 . 09 of the State Standard Specifications which refer to the current Manual of Warning Sigrrs , 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 water covered y this schedule, clean all occupied areas of surplus materials , debris , and shall leave the job site in a con . ' tion 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 regmfired to be performed within �01 facilities covered by this :section. i . Finirh !n Roadwa : Finishing roadway work shall -. onsist of finalclean-up off` the job of all rubbish, excess materials, temporary structures , and Equipment and other similar clean-up 1 or grading work shall he done in accordance with Section 22 of the State Standard Specifications . 3, MISCELLANEOUS ATiD APPURTENANT WORK The Contractor - shall furnish all labor, material , and equipment necessary to perform all mi-scollaneous, related, and appurtenant +pork necessary to deliver this system complete in place; includ- ing, but not limited to, t►;e following work indicated on the plans or necessitated by the construction. Huntington Central Park Storm Drain Facilities Huntington Beach, California 170 - 8 a . Grading of ditches shall be performed to provide inlat and outlet to and from the facilities indicated an 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 flnwlines 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 c6mpletion of sawcutting , pipe and structure installation, backfilI , 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 8-3/4" maximum - 85-100 penetration. (4) Paint binder to be SS1 »grade 60-70 emulsion . 1 gallon per square yard. (5) Seal coat to be SSIh- 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 itm of work listed on the proposal and no additional compensation will be allowed. y S Huntington Central Park Private Oil Line Relocation Huntington Beach , California 77E - 1 SECTION 17E PRIVATE GIL LINE RELOCATION Requirements of the General Conditions .:nd 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 easemert . 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 b,, 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 an(( basic phases are listed belose. a. Park_C_ontractor Respon ;ibiIities: ( l "I Excavation, dewate ring, backfill , a 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 tiny re-strapping charges by Standard for sections of pipe protection coating damaged by relocation opera- tions . b. Sta„ndard Ail Company Responsibilities : ( 1 ) Select lowering timetable. (2 ) Close appropriate valves and prov' de vacuum trucks to voia the line of product . .nM'►.it•-•;•.. .: .. _. .. .. .. ..,_,... ,.., .... r Huntington Central Park Private Oil Line Relocation Huntington Beach , Ca; ifornia 17E - 2 i ( 3) Furnish and install any pipe necessary to adjust lengths j necessitated by the lowering . i (4 ) Perform all cutting , welding , fittings and pressure i testing to make the tie ins at each end. 4 . SPECIFICATIONS 'the Contractor shall perform all work in accordance with the !Mate Standard Specifications, sections 6 through la inclusive ; j hnd in accordance with the below special provisions which are excerpts from Standard Oil Specification-PL-6200 . it . Welding by Standard Oil Company: ( 1 ) Welders Test: All welders must pass a welding test 4 to e g ven at E1 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 bZ Standard Oil Com an : y ros a c est pressures snail a 43JU P51 on V line and 2060 PSI or 8" lines , t. Backfi11ina: No backfilling shall be done by Contractor w out r-st obtaining approval of Standard Oil Company Field Representative. If a ?ortion 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 Existin q_L�inee: Contractor shall notify Company at least 72 urs� advance of his scheduled tie-ins to axist- 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 . 1 e . General : ( 1 ) Scope : This specification covers the general require- � ments for the construction of welded steel pipe lines . f• 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- str6_-tions contained in PROJECT DATA shall prevail over any confIicting provisions of this specification. (2) Mork to be Done by Contractor: Except as may be spe- cifics y 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 b�Company: This specification provides t at Company wwiTlfiuiFss rih _and perform certain items , which are summarized below: Materials : Company will furnish only those materials speciFfed above. Company-Field Re resentative: Company will notify ontractor In writing the name(s ) of Company' s field representative( s ) as Specified in paragraph 1 .04. Material Oelivery Schedule: Company will supply mater- ial delivery schedule as specified in paragraph 1 . 05. Measurement: Company will furnish the results of the nventory survey of the line , if needed, as specified in paragraph 1 . 071 . Construction Staking : Contractor will perform con- struction a king as specified. Right of Wa : City and Company will arrange for right of way as necessary. Existing Pipe Lines and/or Structures : Company will pro- vide information on existing net and/or structures as specified in paragraph 2 .06. Da - ages : Company will be responsible for payment of game-gas to be borne by Company as specified in para- graph 2 .08. Notification of Arrival : Company will siotify Contractor on arrival of matey a s as specified in paragraph 3.031 . r 1 Huntington Central Park Private Oil Line Relocation Huntington Beach , California 17E - 4 Tests of Welders: Company will pay for testing of cer- tain wP ers as specified in paragral1i 6 . 02. Pests of welds: Company will furnish testing informa- tion and instruments as specified in paragraph 9. 042. Repairs or Re lacement of Defective Material : Company will provide for repays or rep arement o efective materials as specified in paragraph 9 .05 . (4 ) Compaan_ + s Field ReEresentative: Company' s Superintend- ent will notifyn Contractor writing the name(s) of Company 's field representative( s ) . Contractor shall make all contacts in the field with Company' s field re- presrntative(s ) who shall be the only Company employee authorized to adu.inister 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 uy Company' s field representative(s) shall be at the expense of Contractor. (5) Contractor's Construction Schedule: Prior to starting cons ruct on, ConEFacEor 17MI'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 bjing 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 e work may proceed in the sequence most cunven- fen' to Contractor consistent with completion of the proJoct 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, ware ouses , per corporation yard sites he may need for his operation. f. Operation,.: All construction activities along 'the pipe live route , including the stringing of pipe, shall be con- fined to the width of the right of way unless deviation is authorized by Company. q. Cl eari nq Right off: Contractor shall clear right of way by removal of all timber and brush , 1cval 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 n . Existing Ripe 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 oiler existing pipe lines when ground is soft or wet or otherwise hazardous to Vie 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 lacilities not otherwise apparent., Company will not be responsible for the accuracy or completeness of such in- formatiun 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 ur 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- T ari tics ly wi_tFrompany in maintaining good public relations . J. Dama es : Contractor shall pay for or repair all damages to fences , hedges , streets , roads , driveways , curbs , gutters , sidewalks , bridges and other structures ; and Contractor shell 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 developea areas will be considered exces- sive. Contractor shill 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 - b k. Contractor' : Damage Representative : Contractor shall notify Company inwriting the name of Contractor' s damage represent- ative prior to construction and immediately upon any subse- quent change . Contractur '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. (A) Expedite completion of right of way cleanup, (5) Accompany Company 's field representative or his desi - nated damage representative as requested to settle a?l such claims which may involve Contractor. 1 . Furnishin99 - Of: Cvmpany will furnish only those materials spec e . _All other materials shall be furnished by Con-- ; tractor. M. Delivery and Handlin ; Pipe, and other materials furnished by Company will be elivered to the points and in the manner necessary. n. Ditching: ( i ) Character: The ditch shall be of sufficient width and n suc 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 1 but will not be required in normal tillable soil . How- i ever, such padding will be required wherever rock is i 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 Lop 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 o 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 ) Oe th of Cover Where Rock is Encountered : Depth of cover may Be reduce by Company N ereTWe 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 Me 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 Ditchin : In all cases where shrubbery , trees , or viluable growing timber is encountered in the right of way, and in any locations where , in the opinion of Company, the use of trenching equipment ,any result in unnecessary damage or injury to property, the ditch shall be excavated by hand at no extra cost to Company. Where pipe line Grosses 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. to rim: (1 ) General : The pipe line shall be f,.rmed and laid in such a way That it will at all points and by its orin 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 shal * 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 �ihr+� Huntington Central Park Private Oil Line Relocation Huntingtun 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 unattbned� , stall be effectivciy closed or plunged 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 onT-gtitudi-nal 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 aT protective coatings have been applied and satiRfac- 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 wald the resulting two Ends of the line together. (6) Streets Roads Highways and Railroads : All work within Streets , roads , highways , raft � a s and other traveled routes shall conform to the requ ; rements 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 , Bitches , Creeks and Canals : All work within rivers ,—d tc, es , M s , canals 'and other water courses shall conform to the requirements of the authorities having control ovcr such water courses . Except as separately specified, Coti-ctractor shall lay the pipe line therein and conform to such requirements as pert of his regular work , without extra compensation. If casing is required , it shall be installed as specified. tf the crossing is to be made over the channel , required p` pe line supports shall be constructed as necessary , N Huntington Central Park Private Oil Line Relocation Huntington Beach , California 17E - 9 04 p . Protective Coatings_; The type of protective coating, if any , to be usYd 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 thr,t necessary precautions will include the use of truck bolsters at least 12 inches wide , padded with old automobile tires or similar resili ,.:it material , wooden blocks under hinder chains , crones 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 darnage to protective coating caused by Contractor shall be repaired at Contractor 's expense. q. Back fill i t : (1 ) General : As soon as practicable after the pips: is cowered into the ditch it shall bs coverRd with a 16yer of earth sufficient to protect it from the sun. Com- plete backtilling shall follow as closely as practicable . O!S 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 , bnckfilling 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 baci:lill " consists of any objects which , in the opinion of Company , will cause ! ignificant damage to the pipe roatin when backfilled around the pipe. Corpany' s opinion wyil depend upon type of backfill materi.,l , method of backfill , nature of ditch , and type of pipe coating . ( 3) Cultivated Lands : When bsckfilling through cultivated an s or land w ich in the opinion of the Company may be cultivated to the future , no rock shall be located in the top 12 inches of the backfill . i q1 'I i iI lI 1 Huntington Central Park Private Oil Line Relocation Huntington Beach, California 17E - 10 i (4) Traveled Routes and Water Courses: All backfilling wiEhin traveled routes anif 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) Com action : Backfiliing 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 sea or salty water. (b) Streets Roads Hi hwa s and Railroads: Unless otherwise spec e y e au or y aving 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 cm action 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 re uested by Com- pany , on ractor shall protect backfill from washin away by compacting the backfill , or by the installation of sharing 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 pastes of the wheels of a heavy truck or motor patrol . All such work shall be done at Contractor' s expense . r. Clean-u All discarded pipe , lumber and other debris .result n- ram operations shall be removed from the right of way and property by Contractor when work has been completed. All �,{• q�a' .J.N�:Y. {'.K.7..........t - .. .. `n.r ... .a ;. •J.� . •L •d 1 •-y.o(J • sir. h.i'.J,(� ',yMd�'.�f'��ltx�'�'��, „, I 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 t,as 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 shah be stacked as directed by ' Company , at no extra cost to Company. ( 1 ) Tillable Land: In sections of land under cultivation or which n 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 (211) inches in size or of any size in excessive quantity front 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 destroyingg the access road , Company will issue specific instruction%. (2) Non-Tillable Lands: In sections of land not under cul- va flon iiid whiFl, in the opinion o1± Company will not be cultivated in the future , Contractor may leave the right of way branch as used for construction . (3) RReePai�rs : All roads , driveways , trails , gates, bridges or olYer structures and access router; used and damaged by Contractor during construction shall .he replaced or repaired and left in good condition by Contractor to maintain good public relations and protect Company "Good Will " in the future. 1 1 'ill!hYt'ri7�.iy=ii?�.'iSaltAAti:iPNt`.':A:h.. <1��cny.r..�.......-.....-...�.. .....r..... ....,•.«i�a.r« .«+..w ..........-��...�....... 'i.i Huntington Central Park Highway Improvements Huntington Beach , California 17F - I StCCTION 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 cesrent concrete curb and gutter, driveways , sidewalk , and cross gutters , the placement of thf: liquid prime, seal , -arid paint binder coats , and the placement of aggregate base , and asphalt concrete:, 2. CONSTRUCTION DETAILS a. Clearing and grubbiiij shall consist of removingg all object- ona a ma esr a rOm the right of i4py and sha11 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 shr. 11 consist of furnishing and applying all water MUM for the c,)mpacting of original ground, embankment material , base material , ane. for laying dust caused by grading operations , and she'll be dote in accordance with Section 10-1 .01 and 17-1 .02 of the State Standard Specifica- tions and shall include the cleveloprient of water supply . The Contractor shall make arrangements with the Huntington Reach Water Department for locations to get construction water. Payment -Por water and the method for measurement must be arranged for prior to taking any water from the Huntington Beach system. Atiy fire hydrant used for service must be supplied with ar, approved edd valve and inspected by the Water Departmentbefore actue,l use. Final acceptance of the pro Je will be delayed until the Director of- Public Works has confirmation , from the Waiter Suporintendent, that the Contractor has made payment for all crater supplied from the City system. c. Excavation and r_g aping shall consist of all excavation and embankment Involved In the roadway , except structure exca- vation, ditch excavation and any excavation separately de- signated mnd paid for as a separate item, and shall be dons / �,�qy ��I� Y ��- !,. ':L-fp.!7i/1.. : (:.r .»..>.«•..�....�....,...�....«..+... vrr•ra.n.i. ..a•r. �.�..�........-.......�...r....... .....w,�14r�YMy1� • ,I fj Huntington Central Park Highway Improvements Huntington Beach, California 17f 3 g. Agaregate Base ; Class 3 aggregate base shall conform to the prov s ons for Class 2 aggregate base 1 -1/2" maximum as specified in Section 26 off t a 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 Pissinfl Sieve 1-1 /2" 100 3/4" h0-100 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 ma 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 shapping. , 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 prime dos of TTquid asphalt to the surface of the aggregate 'bail$ 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. ��2L�LI.11r�`1<�.1.W�1Fr�d;ryi',.'i, ti:.t•;.:u- :,Awry..,.......-.,..�....�,-...,.r....Nina.,.l.�ync...1i:..:.is.Jw:n�Ncar....w......►.0 K ,777 i Huntington Central Park Highway Improvements Huntington Beach California 17F - 4 i . Point binder shall consist of furnishing And applying i paint Binder o as 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 'af the first course of asphaltic concretees to be placed under this contract. In the event both lif.s of as halt concrete are placed on the same day , then that area will not require the application of paint binder to tho new surface of the first course . All applications of paint binder shall be placed in accordance with Section 39 of uhe 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«10 and shalt be applied at the rate of 0. 10 gallon per square yard or as directed by the Director of Public works. � . 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 coaform- ance with Section 92 of the State Standard Specifications. The amount of asphalt binder to be placed with the mineral aggregate shall be b% by weight of the dry mineral aggregate, The provisions in Section 39-2.04A and 39-2.048 of the Standard Specifications are superseded by the following: At least 15 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 course$ of equal layers and shall be spread and compacted .. . with ii self propelled aspphalt paving machine capable of spread« ing and vibrating &' width of 12 feet . The grading for highway or street travel lane asphalt concrete shall be 3/40 maximum, medivia. 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" maximums medium. y�+'�u�'�. 6�l�Ki�+��YrG4:AR1t'.fi.s�Ctr«.:n'..w*+.....w.r...w,`,'..•Y=.a`1.1.!V.CSIlA3/1PYYSSw-..a:St-�J,.v.2ri�r�iarYi�.Sy+RE:fMr�.`ITf�I� ' , Huntington Central Park Highway Improvements Huntington Beach , California 17F - 5 Rolling equipment shall conform to the provisions of Sections 39-6.02, 39-1.03 and 39-6.03 of the Standard Specifications, except 3-wheel rollers shall not be permitted and pneumatic rollers shhll 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-10 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, 73s and 90 of the State Standard Specifications, the Huntington Beach Standards Drawings , and the details and modifications inditatod 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 Inspectors 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 var+ous items of work encompassed by these specifications and special provisions. (1 ) 8" curb and gutter Type A-l . (2) 4" thick P . C.C. sidewalk. (3) 8" thick P. C. G. commercial driveway (4) 6" curb and gutter type B-2 . (6) 8" thick P. C. G. cross gutter m. Miscellaneous'' signs and markers shall consistof furnishing ind installing the signs and 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 �, N�""_w St11C:i/?;R.ia:nti.:lilnMr.►..r+....,,..._�....�..+.....r....vrn.3t-•vsry�.4+..Hsi•.gat.:.:uw:.ree...�........,r.wy �r Huntington Central Park Highway Improvements Huntington Beach, California 17F - 6 includo 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- l .ag, 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 biannual 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. - IrbYwNlP7f�Ti GifY1'1t:t..a•r-.t-w.r.,w.,............. .+..►..+....-r>-ti+c :t tYT'.[c.3 f'1w!yQ.S`5:1:;:u�i'.;+T:d:�i1:+{ri1 +law • ^ii Huntington Central Park General Phasing, Traffic Control and 8+each, California Guarantee Requirements Huntington SECTION 11G GENERAL P RASING TRAffIC CONTROL J�ND GUARANTEE RE UIREMENTS 1 , GENE A! of work areas + in The wor k or procedures cove red under shand,phasing Consist, are eneral , of the project work s ce gg c control within or near the project and cooperation r traffi quiwements . 2, pRQJECT SCHEDULES are a de' a , f+enaral : The Contractor shall berosecutionected tofpthe several a e schedule of his proposed p , locat ions and varied items of work on inichartjform and shall schedule shall be written or prepared tri licate for approvals be furnished within seven da s artier the contract execu on to the Director of public Wor s �n p The Contractor shell The Schedule shall be expected to have estimated completion dotes for each related group of it" cribed in Section 3 prepare the schedule in such a ma nedeso as d basically the to requirements here b Conference: Due to the seVerschedulsds andcAtiOns nnotifica- b• Pre-Jo 8. o conference will be a pro�ec Pr h ose as tion of which shall be sent to the benthreefoldrin phepblrec or of Public be works, The meeting will outline questionable areas of the (l ) Open discussion tincthe field,/ etailed on the plans ar work as existing within these special provisions, specified therefore , resent, a walk or including if desirable to Pipits .os p drive through the project 1 briefing of the basic schedules o{fthrogress adQdetail ired �2) and a reading and/or ex 1+anation rime or general schedules as sabrri tted y. the successful p contractor to whom the contract is awarded. tper- (3) • introductions and acquaintance of the key project sonnet . list of the a The City Will furnish the d °Representatives. various City Inspectors , Architect State , and County Inspectors , and any other per- States who will have direct responsibbilities with the project. ' s5./'_..e..r i.V'{ J i•v, S:.f/ I�JI i J^J l7w-,.�'/'7n'�!`�� � ��Yp1- �'�yf�1linti�ly UV1,JIL• „�' .... 1 } ems. 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 foremans and attendance by the representatives of the various major sub-trade phases of this project► will also bij appreciated. 3. PROJECT PHASING a. General : Precedural phasing of this project is expected to e n 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 . (6 ) Construction of surface improvements . (6 ) Construction or installation of miscellaneous work items. (7) Final clean-up of the project. However, in order to compl 'ite 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. c S e' ific Phasin : This work shall consist of the necessary Combinations or 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 an t utility services to genaral public and the sppecific, 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. l�S �YW�`iww ii iJl�ln7•i�:..'1".�:RI'I P.Taw ...`r✓.......�w."..r.�:.!if'. .....i J:.r1:.:.) i'.. r:� a:"i u+'v�l�i�'.rrrs,.�.�p!.�1 Huntington Central Park General Phasing, Traffic Control and Huntington Beach , California Guarantee Requirements Barricading shall be provided , prior to work commence- ment, in sufficient q and quality $o as to be in conformance with the Huntington ctor Beach and/ordards Huntingtone Safety, directives of the Insftvertical cuts Beach Traffic Division of public Works . affo for structure constructial publics primarily shall be fencedopedeSrd protection for the genet trians and children . 4. TRAFFIC CONTROL AND PROJECT SAFETY traffic control The work shall consist t in he limitsloffthe Mai projectg Incl. ding and safety throughout his affected adjacent areas utilized by construction traffic•Permit .ys work shall conform to the State Disof n t Of State aDepartin of these Specifications , general orders Industrial Safety, Sections >> 8 ' instructionsand 10 of efromtthetDirector Specifications , and directives or of Public Works . The Contractor shall adhere to the following: a . No full closures will be permitted, Daylightroval tinglhe lanetcro_ surer will be permitted With prior pp provided flagman are available for control of vehicle move' n+ents . imam width lanes of 11 ' must be provided at all times. b. Two min , Traffic shall not btioouwljleberaliuwedhfardtheainstallAtian, additional compensa removal , and disposal of temporary paving. c. Residence and business entcgnccutand exits along the protect route shall not be complete In th e event new driveway9 are being constructed eshor Adjacent work affects the entry o1• exit, the Contra) pare an adjacent area oftemporaryesetrar'ih including for :he safe passage of a �+p be pedestrian. The i * Ionrfor theaentireitimemofn Its nuse- Upon satisfactory condi ..ion for travel areas ' the' cessation of the need for any teppmparary Contractor shall remove and di sposbe atothell fal ctorsI expense . placement and upera 1 S. SURPLUS EXCAVATION MATERIALS The Contractor shall , by submission of a bids acknowledge the following: a• All asphalt concrete , Portland lcement cOncl removede from dthoi��band other unsuitable materials shall site and disposed of in accordancewith Sections Zs and 7'-1 � 13 at the State Standard Specifications . ` . •{ I,��IIIfY/ '1 ' ..�M1�� •r Y Tf..�L r•'.111 _ f. ._.•. .. . •,wf.•f 1 .. • r r f � S Huntington ton h i Beachs California GuaranteeRequrementsic Control and Huntington b. Upon completion of all structure backfills and compactionso 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. I,QOPERATIOH,NITH 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 adlaeent 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 Telephones Southern California Gas Company. Pacific lighting Service Company and Standard Oil Company . S. MAINTENANCE OF EATER 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 teotbeerbltdtoomaintalnwn- stream dam, The Contractor' s bypass must safe take 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. 27 January 1.972 TO: CSty Council FROM; City Attorney SUBJECT: Resolutions Authorizing Execution of Deed Restricti.one on Huntington Central Park The attached resolutions, regviested by Adminiat:ra- �1.:'Fl, authorize the execution of deed restrictions on certain parcels of property within: Huntington Central Park to comply with a requirement of the Department of Housing And Urban pevelopment. Respectfully submitt-d, J DON P. BONFA •'� City Attorney /ahb Attachments Ae t ' s � 1 w r....w.r. ...w..w.... r...�..�+rY.MIwv M.•++�...�+wr....w.�.rn�v'Ma'"m'.LHA1.1t1\LPii7wMFJ1)Y'.W�'IMF:J..Y1�1.M!rH'+i.rtlW"�Yf�.rYM 'S �1 ell r" ME_ MM00 aRAN�DUTM TO: Brander D. Castle , Act3•,►g Ad ►inistrator-'r_*­ FROM: Management Team WE: December 9, 1971 Transmitted for your information is a factual report an the Third Phase of Central City Park. The Manage- ment Team recommendations are as £olluws : 1 . Establish Phase III as an objective but reduce in size , 1 . Seek an initiative in June 1972 on a $4. 4 million general obligation bond issue for Phase III . (This wo:ild increase the property tax by 10 . 0) 3. Should bond election fail , place Phase III project in proper sequence with other city capital projects via the "Goals and Objectives" program. 4. Purchase the right of way for the total realign- ment of Talbert Avenue by increasin the general obligation bond issue (item 2 abovel byy $600 ,000 . This would acid an additional 1 . 51 to tic property tax. S . Should the bond election fail , Talbert Avenue right of way will have to be purchased frcm the Civic improvement Fund financed by the utility tax, by reassigning priorities of existing projects . �? ,�.eYA.7it+ wi3.i:r1'JI�-Jiy:.:,�[ .J:: . .1•. .i r , .'�r!, .IQ.V uitw.l•tir..�. a r J ,.; elm"\ t REPORT SUMMARI CENTRAL PARK PHASE III FEASIBILITY REVIEW The park project team was assigned on July 1 , 1971 , to evaluate the proposed Phase III as encroaching alternate uses must be considered now, and property costs have become of particular concern to negotiators for the project 's Phase I and II , The City' s success in grant funding and the attendant publicity have also led property owners in the area to expert higher than normal valuations, a side effect being that Federal assist- ance is diminishing. These factors , including several rezoning requests, force a re-evaluation as to feasibility of the project far in advance of the original time frame of 5 year implementation. For Councilmanic information, the authorized Phase I and II acquisition and construction design are complete and the project will be advertised this month for construction contract award approximately February 22 , 1972. Relevant Council ?Minute Actions or Resolutions to date are: August 1, 1966 Resolution 2419 . Approval of parks, open space , school and recreation dement of City Master Plan of Land Use. Section (e) includes suggested acquisition of municipal golf course , (Exhibit A) April 21 , 1969 Resolution 2975. Amended parks , open space, school and recreation eloment . Golf course retained. (Exhibit 8) May 4, 1970 Minute Action . Approval of the Central Park General Development Plan. (Exhibit C) September 8 , 1970 Minute Action. Authorization for Phase 11 and III Acquisi.tibn Grants and Primary Construction to be 205 acres . (Exhibit D) January 4 , 1971 Minute Action. Realignment: of Talbert Avenue - Alignment "D" adopted. (Exhibit E) November IS , 1971 Resolution 3388. 'flan of Streets and Highways No. 71-4 approved - Alignment "D". (Exhibit F) 1. � MOW rth:� I�i''xhYf�r,i i.'` +i, . 11R'Sk�l'ii'JMk ►"3i��.'W-iixS�StriCf�il�117f777 �'► ■ ANALYSIS 1 . APPROACH - The team began the study of the project assignment with a site investigation which eventually resulted in a land use and ys s. The Study -area is primarily zoned as RA, residential-agricultural use. Zone change requests have been submitted by two developers for property frontin on both Goldenwest and Edwards Streets, immediately to th south of the present park construction project and lying across the adopted realignment of Talbert Avenue. The second primary tool developed by the team was an estimated acquisition cost . The riaximum gross acxeage of the project coul3 be 173.11racres with a market value in excess of 4 . 7 million dollars . The present assessed value was tabulated, multiplied by four, and the accumulative total was approximately 1. 9 million dollars . This was reviewed by the Management Team and judged as too co;iservati ve due to the assessed valuation being two years old and i�i need of updating. The team then field checked each parcel including improvements using valua- tion techniques based on recent negotiations for Phase I and II properties . Vie property was estimated ar, follows: 71.93 Acres a $16,000/Acre a 51. 1150,880 84.30 Acres @ $25,000/Acre = $2 , 1079500 15.00 Acres @ $20,000/Acr-: a $ 300000 1.7. 28 Acres » $1 ,160: 750 TOTAL $49719, 130 (Average - $25 ,034 per acre) The third tool and the most important was the land use analtsis . Three studies were conducted of the uses that can occur on tile subject property. There are strong arguments in favor of each use and these should be reviewed in detail. In summary they axe: a. Alternate uses as provided by the City's adopted Master Plan, i.e. , Rl-Single Family Dwellings and M1 (Typical One Acre) Light Industrial Land (Exhibit G) b. Golf Course and Correlated Uses (Exhibit 11) c. Activity Park-Revenue Eriphasis (Exhibit I) Please note that a policy decision will be necessary at a later date as to size corresgonding to use should the project receive a high pi•' or ty for implementation. 2. FUNDING TECHNIQUES - Finding a source of income large enough to sustain the land acquisition program is a serious problem. The fallowing were considered: 2. .�.r wrfaa.O.r.a. } t r ' t 1 a. HUD officials were explicit on November S, 1971, that Tun`ding for golf courses is practically non-existent and would be the lowest priority of all categories to be classified . b. Federal Land and Water Conservation Fund administrators Tn icate the same opinion for jBif on Silly 28, 1970 , confirmed by phone in October, 1971 . Both Federal agencies indicate that acquisition Bands for uses other than golf would still receive low Lnriority due to earlier extensive federal participation in Phases I and II. c. Lease or option purchase - involves a 25 year or longer lease requirement, difficult to negotiate and administr.r for the numerous parcels . d. Mon-profit corporation - similar to City' s Public. Facili- ties Corporation. e . Pay-as-you-go - budgeting on a year to year basis as the property acquisition need arises . CONCLUSIONS 1 . Funding Phase III acquisition will require other means than the present bond issue or federal grant prir c`�patia`n.. There is approxiniately $600,000 cash available and budgeted for acquisition in the Park and Recreation Capital Outiay Fund, Account 790611/638 . 2. The Phase III area developed for Mi or R1 use co•ald develop approximately $140,000 in City property tax revunuas, (Does not include cost of services . ) 3. The Phase III area developed for g21f purposes, Irivate funds building the courses, will generate a maximum cif S0,000 per annum. This will not amortize a revenue bond issue. 4. Revenue roducing activities in Phase III a+.id the southern jt on�—park could develop $180,000 annually after t year. S. Total bond costs for acquisition including the base of $3.6 million plus a St contingency would rege,?re annual bond service and redemption costs of 38:3 00d if bonds were sold at 7% , (Exhibit J) 6. Existing golf courses such as Meadows rk and Huntington Beach .Country Club are being phased out as property values spiral upward. 7. The tangible beneflts of an zdditienal 173 acres of rolling open green space including its pascoral charm are an immeasurable asset for the future city of 300,00D persons rind e goner at ens tc come . 3 �C.h M.Y...+,w.+��. ,. .-...-.�...�... •illW'Ll':.r.t 1.'•:,y..1 il.. ..h ,. ... '.IL.:" i.V) /': wrJ.:'.wll.I...M tt•:1 ::.✓y`IMt.M1,J,*,.,t 11 Y'I' I.w-.w.�r i s r"1 tow*, Please note that non, of the :above conclusions consider : a. Maintenance costs or s10U ,0U0 to $200 ,000 annually for Phase I to Ill . h , Development costs beyond the pr•2sent $2 million construc- tion. c. Talbert Avenue acquisition and construction. (Exhibit K) 1) Gothard to Golden West - C3st $479 , 800 . z) Golden West to Edwards - Cost $723, 800. t. 1 y 1_ .11Il�ifiliMR�AiIt�` �'✓�ii#.�.C+TSr::.G:i:JAiw'u`�rl; :c,.tr:._:a•.....vU.rsc-�nl•r�►t•. —.rccw.,..ss..,•...r-...... ...�.�... r ` f. i 1 i X t i I E I T S i ;�,.' 1 t ... �. ♦"-��..,�.. �( i i 1i.rr,1�„(��[p�Ngrj�/t(�M!Ltd, HEMLIM t>N No, 2419 .'t A �'rs�UL(i•1?1 . :( r .'��:. ;: t PY ���CNCZL' �f' i:�i:. C f ?'t OF H1i,,ri`1:.i'iU�i �;r,i►C1� AI'Fi?U�:)•'�(i I"i�: J'r i3K�, (::'::II SPACE, S,"'r;i OL A1!7 ::ECL.-A-PIT IJ mIZIENT TO ! TIr. IA,S'L'r:(i rLAh � ` i,A11i1 L'.�E, ►ir,ERRA3, th(- 1118iinin- Corr"uisnIon held a rull1 try 'l: nr- in; in Piocordence with }•I:e Sv<.tie Government Co.:a W u►dr. r to + no-sider anJ revir:w Vn:,tf:M Flan Amendment No, 66-1 rn-tirding. the parka, ol.en 9L Es e, schools and recreation aletv-rrt to the I` Mbster, Fler, o(' Land (tuei and iJ-lr.H-AS, nc a rev:At of sold hejirin�r, tins I'larrrrlr,g Coir,:il.;r tort h a: re:cornununeied a,-L ravel of iirtntt-r I lAn ArctsnIne nt No. GA_I. In o:dear tot I rovicie B rrPll-1,nlenc:e3 racreat:i��n.hl 1.�rcr•re;n for tt , the ci Lizens of ntington 89sch, (b) Implement the :irhen Land Institute recominr.rii: 1.1olls. (c) Frov i:ie a round t-esin for yurchasliv mark :t i tes by eat:nb31shitrg for the L'y► p or t•e<-rer+titan, II !,e lorvitlon nl !q.,Aae rerulred. (d) Writ-veutsr ;.osslble, lo.vte reI,,-:hhor►,1rud ;:nrke t. djn . cent to 0011001 -.ltep. (�s) anquire nt lea:;t three reareeLion cent(!' s; a iuni- ,ivel volt' cotirse ens' npntrijl city like and _ rc�t.ural. nrss. (f) Purchase 1 and for plirlis, capon specie vnd roo-re;nt•lon prior to dev-ilopmon:. (g) Utilize all ftnencirs., programs thi-it Fre rvallnrArt to the uity. (h) Coordinr-Le the �,ot;nty'r, rt'.�ionAl �anr'►c plan with ..ha City's glen for v.-irks, open speceg school gnd recreatLon, f (1 ) Continue the coordinr- tad reoreetiGtial progrflm with the echool districts. EXHIBIT A 1. 44v.: r.1: .�•'y y.r:;7'Y::i151�Xi'��i��PM::r+.Lllir�wr W'IY 11:M►AVW.•a�w.i,rMMM rr.....� iHR. HO. Z413 ,look\ rk� t) QYy :c•�n�;. :i `110018 ' (,i) fin-rvrslur.�e 1.{•t J'' 1�� c�A� i.:c• 1'- �< rfoair. beaLe. L.f'•Yt� t1 SP Utl b T . ;i sOLUD rY Ule :;iwy cc►ui-011 of of ct�c City ��t' iiw:�inr'"t0n 1-�t`,rh ti�BS. Lt at,E:lwv ass ;•�!*�t.Fr• plea a,;a0ncLnent I;u' ,1 t) h the city AM y �r;tt1:17 Ci t,'it CLtV YAS:3 .►) h :� of CA '-if t`nf.8, LhIF; L 1� 1AY ni' Auk e t + �`�';�• 6r AIs .►yeta`K H C i y A:to r at;v I ,r r .!q••'c'f'7�1'"y� F'fyi.t� .P1r���ZriKl��".".. •�Yli � , 1 �. IIcS. No. �4IJ STATE OF CAL-11POW'IA ) COUNTY OF, ORANGE y t;a CITY OF Nt1NT I NGTON BEACH ) 11 PAUL C. the duIy eIeuted, qua ified mi(I acting City Clerk of the City of 'Huntington Reach , and ex- ufficlo Clerk of the City Council of said City, Ao hereby certify that then whole number of members of the City Council of the City of Huntington Duavh is seven; that the foregoing resolution was passed attd adopted by the offirmutivo vote of • more than a majority or all the members of said City ccour►oii at a regular meeting theroof hold on the ita clay or August , 19_ by tho fo) lowing vota : AYES imtn: Coda►, Bartlett, Hntifme1%, Gros:n, !WL►I•t NOES : utine i iteatt ; Nunn itDSEN'II: Caul►e i Iwo►► : ; Gisier: Shipley ' rt . •i /• ., r aI City Cleric aqd ex-officio Clerk of the City Council of tha City of Huntington Beach, Ca 11 i'ornta t ' r iiWlrll��i.�t+4�l.�A.'C.b:7�R'S'a.�Lirf\�itj% �,tiA'.`.::"i±'ti :�.Jl.:�'f +ii`,uYq,Y.tzS`ul Y'3i't.:.: T.ra'1ii:w+tkit�.-'•dS:i'.'T,•FiXiPf�M.�AYM►M ' f RESOLUTION ►O. 2975 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OT? HUNTINGTON BEACH AXENDING THE MASTER PLAN OF PARKS, OPEN SPACE, SCHOOLS AND RECREATION WHEREAS, the city desire* to adopt an amendment to the Master Plan of Parks, Open Spaces, Schools and Kecreaticn; and Public hearings on adoption of sale amendment, were duly conducted before the Planning Commission; and The amendment was unanimously approved by resolution of the Planning Cormissi.on, to wit : Resolution No. 69-2; and The City Council, after giving notices as preocribed by Government Code Section 65355, held at least one public heLring on said amendment , and said amendment was duly con- . sidered, NOW, THEREFORE, BE IT RESOLVED by the City Council of the City or Huntington Beach, pursuant to the provisluns of 0overnment Code Section 65000 et seq. , and the Master Plan s• or Parka , Open Spaces, Schools and Recreation is hereby amended by adding thereto Master Plan Amendment No . 69-2, a copy of which Is attached hereto and made a part or t•hIn " resolution, PASSED AND ADOPTED by the City Council or the City of Huntington Beach at a rogular meeting thereof held on the i 2lat day of April, 1969. { Mayor ATTFAT: APPROVED AS TO FORA : city erk y Attorne�. EXHIBIT 9 .,�1'.ri'r�`'i�vtr..:.'A f�'n..�T t'�•:+.!_':11�i,... fa�• .i i :.r^'tom.,, i. :- ..i..w>i 4+. ;..'1 w�.....J..nl. Y1 fit.Y1..,.,'. :�1.'wii.'V�,1S'�f1 9isY.ilifNT�/�A/ Res. No. i 2 STATE OF CALIFORNIA �. COUNTY OF ORANGE, ss: 3 CITY OF 11UNTINGTON BEACH ) 4 I ,.. PAUL C. JONES , the duly elected, qualified and 5 acting City Clerk of the City of 4untington Beach, and ex- 6 officio Clerk of the City Councll of said City, do hereby 7 certify that the whole number of members of the City Council 8 of the City of Huntington Beach is seven; that the foregoing 9 resolution was passed and adopted by the affirmative vole of 10 more that, majority of all the members of aLlid City Cuunctl 11 at a regular_,_ meeting thureof held nit the 2,lst y 12 day of An,it , 19 6� by the following vote: 13 14 AYES: Councilmen: 1 Shi le Bartlett,_ McCracken.,_ Coen, Matne . Kaufman, Green 16 140ES: Councilmen: 17 None- ,,,�„ 18 19 ABSENT: ,Zounci lmen None 20 71 CityClerk�an' ex-officio I e'k 22 of the City Council of the City or Huntington Beach, California . 23 24' 21 26 27 26 29 30 h tYM6•.rLY:NC7ik`,j;w<Cd.W a'=:A: ......:1:.ti :'t. -........:!:-.,.....�.. �. ... ..1L.:M.I• '1.C1., ..cr:Ka a:+r'.:i. ...r.,..... ..- .r.,.. ... __....�-.� ...ra...�� p gOl ifi'14N OF RECOMMENDITION THE RESDI.UTjON QF THE CIrrYCHL•ANN1HG AN ArSRE��."���UIN�l CITT ADOyTION OFT MASTER PLAtt AMENDMENT N0. �'9-�'• WHEREAS, the CSty Planning CosugiaSion or the City ai' Huntington Beach, Oalifornla, has held anP P 1lblie hear!nq in compliance with the State Governm6ut Code innOrAt'antaIDend•, consider and review• Master Plan Amendment t+o. , Open S h^efi, ScIlools and rka went to the Master-Plan erMa�ter" P1eun ofpLsnd U$e, and Recreation Element to th Comnii.asic�n is adopting aid VREREAS, the City. planning plans for the following reasons; Promote the health, 48fety, wa'1 farr 9•^•d convenience-Of . the general•'Publ ic. Serve ae• d general guide for theon-- �� inert of public and privste 1 and h.- (c) provi•de an autbntiti for residents ad l vestor$, at �"ae foCity�on . ubli: raty and (d) • To' obviate'the menace tO p from in�s,!"q1,F�r.�► property values resulting coordination and planning.,.' at th• City rinnning NOW, THEREFORE, $g IT RESOLVED, "that, er��b • allot;s Said commissionof the City of Huntington. Beac?i h t ' I the Master Plan of Land Vacs at' th^ Ctty of amendment j ltuntingtan $ae►ch,, California• 1 $E TT FURTHER It£SOLVED that 'said asnArAm:�nt to the the Ma ster Plan of t,airld Use is reaomme11de'i, fAr n,i7ftLon by City Council '�serdm`'"r to of the .City of Huntington Plan of Land' UGe of c4td city. the official Tester :.. ,. e J'.Yr4li+ �;.,,KW1aLiRCNS:..F.►!,yl•.:....r.+r*•Wwr""•""•"�"�....w•. �rtawYAV.ArVM ...Y�VV4 Ff:4M.MY JS.::.Q O.�WI:fI�i—s::.h•Jrt.. ..11.;i�.i\h.•i� 1 . i REGULARLY PASSED AND ADOPTED by the Ci t,y 1'1 onni ng i Coominsion of the City of Huntington Beach, t:al i fornin , on the 1st day of April , 1969, by the following roll call f. vote: AYES: Miller, Duke, Slates, Bokor, Bazil , Tom, Fortpr NOES: None . ABSENT: None ATTEST: K. A. Reynolds /r/ Robert D. Baxil �� •' K. A. Reynolds Robert D. nazi 1 Secretary Chairman 04 rY•ria. ��ti�. VMlra� ...o�rA- rJ :p 1.,',+.•• ♦.. :a.. .� + fl•�' ! J�II' ...... rsi - •}. •Li��lC•ti.'i•�tgTr;R:.Y'it•.T«ur: t�Gti'=.x1.'�,1'LiL7.11,u��:iJ'�:•'i `.:�.'�,3N�Sc :.iQ>^t:i':A':tifw'Ldu.4ik»71'!OW .. a BEST PHOTOGRAPHIC REPRODUCTION POSSIBLE, AGE AND CONDITION OF ORIGINAL DOCUMENTS Ail ,,....%%wp"m's'=�' ,.�,. CITY OF ..��•i.►M V r.rY../.w.M M��•M A r�r. ""'"" """' � HUNTINGTON BEACH oPwoc cowwt, cuMo0r. bbA" RESOLUTION NUMBER AND • �, u,.r.r.• .M.r.YYN r,Yw w. • '�w...,.r. t..,rr1L..�..n., IAX } N AMENCED Ro JJA �1 , ^� r d � �fV! N►I� r >tl �►� :I�: L* j it A cKwt re tae ecrt �iMaMON I, d % d� � ! � �• ee�w�.rr • 0 � C i ��«owi ■ CJ r' 13' Pfau IA6M1rftf I lw AIWATW SIX OP d t�M �rw go ssa hAw[o wu�+�� L + ` 1 MOMS 31 PARKS, OPEN SPACES, SCHOOLS, AND RECREATION ELEMENT '. OF THE MASTER PLAN OF LAND USE w ' KIfMai,tJ1•�:ry'i10'`t�:w12.}��rirZ iq�i�A.✓�71M..,^,f:l F:':�if.;,�::%t.. � ..::.. ..., .:..; ...J.�`�.r�i� �i..•: i :�y'iil+.'}`'�iw�.�:u•H�i-c��.Lh�i��:T.L•tltl�d r►w .�MYY�I•gwa�rw Rl 1. EXC:RTe- ROM MINUTE Or CITY COIJNr' "MINUTES Council Chamber, City 11A11 Huntington Beach, �� California JL,-Y d a`r L i. ,. ,,,,.,��•`ayor Shf rley called the regular meeting of the City Council of the City of Huntington Beach to order tit 4 :3G o'clock P.M. Councilmen PL:tsent : CX.Pen Dprt]•ett . McCracken Gibbs . 11atnel_, Coen Councilmen Abw',,nt: Now phi'4'�:ti�'c:Y�:i::•'irlrlr:t:t:k:lch:l•7k�'r:1;t 'c;ti:'c�:1r:'t�k�c:fr'It:k�-h�:Irk;4�t:t�k�Y*•�*�Y:t�Y;1�c�Y:1—lc:�:r�Y*:k:k* ~—�— HUNTING O N CENTRAL PARK - GENERAL DEVELOPMENT PLAN The City Administrator. informed Council that reports and recommendations had been r.ecetved for Council 's consideration from the Recreation and Parks CommisBion, Design Review Board and Public Works Department re- garding the General Development Plan of Huntington Central Park. On motion by Bartlert , Council directed that the Phase I Design Devel- opment and Construction Documents be initiated, and instructed the Department of Public Works to evaluate and report specific effects of Talbert Avenue deletion on future Highway Program and funding versus cost of extension into the Central. City Park. Motion carried . drk*:k�h�:t t�4•x:Y�hfr'*:k�fr'hF:�t's1:�*:ti*��t:Ft**��hti���4:F.-�k�k:{r�►e�:::'::�C�4':4�Y:4:k:���:Y;c.ti•:';:::ti*k-h:k:4 On motion by Shipp the regular mee0 ng of the City Council of the City of Huntington Beach adjourned . Motion carried . Paul .r —7nues r.... City Clerk and ex-officio Clerk of the City Council of the City of luntington Beach, California ATTEST: ,j !auald 0. S iaL4v .. _...Joinones Mayor City Clerk STATE OF CALIFORNIA County of Orange City of Huntington Beach } I, PAUL C. JONES, the duly elected, qualified and acting City Clerk of t; a City of Huntington Beach, California, do hereby certify that the above and fore- going is a true ana correct excerpt from minutes of the City Council of said City at their regular meeting held on the 4tb. day of 'ma` 1 W1TNESS my hand and reel of the said City of Huntington Beach this the Ilth , day of, November , 1911 _._...�,Ea u l_r. - tongs .�..� ..,... City Clerk and ex-offici.o Clerk of the City Council of the City of Huntin ton Beach, Califo is BY: .. Deputy EXHIBIT C t EXCERP"FROM MINUTES OF CITY COUNT. INU1CS Council Chan;ber, City Hall Huntington bleach, California 'Cuesdn -September 8 1970 Mayor Shipley called the regular ' meeting of the City Council of the City of Iluntington Bench to order at 4 :3G Q clock P ,M. Councilmen Present : Green , partlett , McCracken, Gibbs, Matney,Sipley, Councilmen Absent: Coen �r�c*�k�;�*yti��Y�t�Y*��k�'c*�l-�1r�k:'r*�►�1'�kr1r*�t:4�k^k*�1,�k�hr*irk�k�t�t*ak�,Y�r9:��:�1�c,i��t�l�c,Ykzk:c CENTRAL PARK ACgUISITION b DEVELOPMENT PROGRAM The City Administrator informed Council that Mr . Thomas Severns , Devel- opment Coordinator was prepared to report on the Central City Park Acquisition and Development Prograw. Mr. Severns stated that Phases f and II of the Central Park Acquisition program was proceeding on schedule and that 205 acres of property would be available for primary development by July 1 , 1971. Ile also presented a report regarding the funding of the project and the total Federal grants received for the project by the City. The City Administrator presented recommendations to Council for the filing of acquisition grants , authorization for increase in the area designated for primary construction And authorization for the supple- mental schematic design for Phase III grants , incorporating recom- mendations by Federal Grant Administrators . On motion by Matney, Council approved the recommendations of the City Administrator and authorized the filing for acquisition grants for the balance of Phases 11 and II? of the Central Park project and the supplemental scheinati.c design for Phase III grants incorporating uses recominended by Federal Grant Administrators , together with an increase it area from 145 acres to 205 pores for primary construction in 1971 . �k-x�1r�t:*�t�Hr�t:t�kt��k:1r�c**ht���,t,t�-�h�h�It*�*���t�:F�rt�ti�:�1 t;�ht����k��ht*�r�►�k*� On motion by Bartlett the regular meeting of the City Council of the City of Huntington Beach adjourned , at 1: 15 A .M. to Monday, �2tMNXOWCtX September 14 , 1970, at 7:30 'P.M. in the Council Chamber. Motion carried. eul C. Jones City Clerk and ex-officio Clerk of the City Council of the City of Huntington Beach, California ATTEST: Donald D. Shipley �^ Mayor City Clerk STATE OF CALIFORNIA ) County of Orange ) as City of Huntington Beach ) Is PAUL C. JONES, the duly elected, qualified and acting City Clerk of the City of Huntington Beach, California, do hereby certify that the above and fore- going is a true and correct excerpt from minutes of the City Council of said City at their regular meeting held on the S h - day of le. ip.fiemkgr , 19„71 . WITNESS my hand and seal of the said City of Huntington Beach this the llth , day of No1rember , 1 7 l, a► G City Clerk and ex-officio Clerk of the City Council of the City of Hunti gton Beach, California BY : ' Deputy EXHIBIT D j7: a ST EW"NT OF THE ACTION OF CITY t^'tNCIL Council Chamber, City Hall Huntington Beach, Californie Mnn&n.U., intuflry 4 , 1971 MayorShipley_ called the regular meeting of the City Council of the City of Huntington beach to order at 4 :30 o'clock P.M. Councilmen Preaent : rr.rUCkpn, na r eLL . Gibbs , oen . , hiuloy, Green Councilm,n Absent : ,Mntney RE-ALIGNMENT OF TALBERT AVEN IE - ALIGNMENT "D" ADOPTED The Clerk presented a com:muttication from the planning Commission recommending the adoption of Alignment "D" through the Huntington Central Park if Council determines then. TrIbert Avenue is not to be germinated at Gothard Street . On motion by Coen, Council accepted the recommendation of the Planning Commission And approved the adoption of Alignment "D" of Talbert Avenue between Gothard and Edwards St'reetb . Motion carried. On motion by Gibbs the rebular meeting of the City Council of the City of Huntington Beach adjourned. at 10:45 P .M, Hotion carried . City Clerk and ex•-offici.o Cler of the City Council of the City of Huntington Beach, California ATTEST: n n ld - SbipleX - U111. C , Jpnu .. —._._._.. Mayor City Clerk STATE OF CALIFORNIA ) County of Orange ) at : City of Huntington Beach I, PAUL C. JONES, the duly elected, qualified and acting Cite Clerk of the City of Huntington Beach, California, do hereby certisy that the above and foregoing is a true and correct Statement of At tion of the City Council of said City at their regular meeting held on the 4th day of January 9 19 71 . WITNESS my hand and seal of the said City of Huntington Beacl . this the..§. h.day of 4anuarry _ , 1471 City Clerk and ex-offs,io Clerk of the City Council of the City ' of Huntington Beach, California BY: Deputy EXHIBIT B BAST PHOTOGRAPHIC REPRODUCTION POSSIBLE, DUE TO AGE AND CONDITION OF ORIGINAI., DOCUME14TS i 1tEcoLUTIOfI r;o. �:;y� A RESOLUTION OF THE CITY COUNCIL OF THE (71T' OF 11VAT1NC TON bEAC11 AMEND11101 THE MASTER S'PEtEFT A11a 111011WAY PLAN To 111CLUDE: MA.)TEN PLAN AMLI1nIM1 W", 1111, 11-11 WHEIIEAS , the City Council r,i• the City of 11unttn►;1 •- r► on April 21 , 19r)B duiy adopted sate Official 1113t.Lr+r an•.l Highway Plan, pursuant to the Cron.nervation and P1,tnning L'jw ,.)i' the: State of Crilifornia; .and Pur:mant t.n c.aid Cuns�,t,vat;Lott and Planrrinkt, I.rot , tho pl mtrtilr,, ' COMMISSION can Octob(1-r' a , 1S)7l , after notice dul, ri-ion, hold public hearint; veiative- to t-Vi.:tur Plan Amendment No . ? 1-4 to the Master S'.rvet and Highway Plan to include Ilic ul,rr-adAn:! from , L two local to aecomlary lricrhwayn of Saytivokilc Lurle between Heil arid Edlriger Avenues and Hell Avenue betwee►r Algonquin Ste-eet , ' and Suybr-onk Lane; the deletion from said Master, Street arid High- wHy Plan, ;srui reclasw3ifleatlon 1'rom teemidary street on an arteviril street to local street of Algonquin Street , between Hell and l.:dinger Avenues ; and the relocation or Talbert Avenue between (lathard and Springdale Streets to Alignment "J" its indicated on Prucine Flan Amendment No. 70--7 ; and After notices duly given pursuant to Inn , hoaring Vins held before this Council on the ;proposed adoption or rtid amendmont to said raster plan, and the matter having been consjitiored , tht) Council finis that the upgrading from local atrecto to secondary Saybrook Lane between Bell and Edinger Avenue: and Heil Avcnue brr- tween Algonquin Street and Saybrook Lane ; the deletion from Said Master Street and Highway Plan , and reclassification from vecondavy street on an rrrterl.al street to local street of Algonquin Street, between 11eil and Edinger Avenues, and relocation of Talbert Avenue -� between Gothard and Springdale Streets to Alignment "D" as indicated EXHIBIT F .,Lam^ .... . .. = h. ........ _i. w..•err. ..a ..••,,.»•an...,-.. on Precise Plan Amendment No. 70-7 , ii. rea3onably near : ::ir. -n . , the orderly nr•1d efficient. Clow of tvnrflr , for thy, Ivr•(!.wv%F:rtlon Of the health nad ,s.ar"ty of the 11111:ci) 1 tanta oi' 0le Q f ty , cerui } for the nrderly duvolopmerrt of they community. r NOW$ THEREFORF, t'ho City Council of t.lie C11.y of VillW.inj-,tor! i Heath doe:: hereby rencilve as followa : 1 . That the Master Street and 111Fhway Plan ,:hall include Saybrook Line between Hell and Edinger Avenuea , and Hell AVenU(' between AlsronLtuln Street, and Saybrook Dino shall be deslgnated as aecoridavy h1Khwayu . 2 . That -said Master Street and Highway Plan nttall Include 4 the relocatior, of Talbert Avenue between Qothard and Springdale Streetn to Alignment "U" n: indicated on Pre ci:a Flan Aniondtilent d No. 70 -7 . � i 3. Thut ► lgonquin Street between Heil Avenue and hilinger i Avenue shall be deleted from such Ma nter Street and Highway Plan, i and reclassified as ra local Street; . 11. That, the property here!nabove described , and :shown on the map designated Exhibit "A" hereto attached and Incorporated herein, and made a part hereof by reference , in hereby adopted as a part , or, and as Master Plan Amendment No . 71-4 to the Mantev Street aril, , Highway Plan of the City of Huntington Beach. j PASSED AND ADOPTED by the City Council of the City of Hunting- � ton Beach at a regular meeting thereof held on the 15th day of November , 1971. i . Mayor � � t rityerk 1 APPROVED AS TO FORM: Ct .y At orne�:- 2. ,.. e: r.�.,. •- '.2 . .. ,, f-_i.;" ...'. :: r Y. ...v :.ew..'Y .t•. ..'.,i. .,. . .. 'I.:t' ...r _i.. ,oln....l.1/JWe.a,xt4 :ate.N.t;L V,¢J.!,(( r r s I III: II M1 ( la, sr}�+M to ■ram . Al 1 M 111 C.F-R — -• ■ ffr was no �} j wr Rr � i RA � E� RA taawtn I MI IM RI M R t RA-0 i Ml irl1 i I/ - i, ,I la►-c nso � �t . f ■40 na r t _ MPA71-4 (30) f F Talbert fie-Alignment j ws.rt+rm•.e�t� I w �►_• no 111I at 1111 R2 c►•c _ Cf-E RI ��•p \ RI RI "I R! RI _ ..I4. Ill r t �l RI R; R( R2 R2 Ft2 IC-1 INN � -- --- — C Its .r..,,r...y _ RZ a'" R2 R3!ll RV 2 R2 R2It RI s �.. 111 . C4 �----' R r Ft2 R2 RZ R2 R3 R31� nt R3 R3 --" C2 Vltava* fiCid wwy ; AUNO 51COOMAY jam,,,--�,,...�••.t.�,; r 7 ),( ) MAfIM.Gh*.Maf•. r NIIMTIMMION no" m1111N m AM. EXKBIT I`A" • � ,+r.atyh L•.+ ..w.... �..^vsq-!-'v t.... .--v rn�..,..-...�, .�v'..... r.::,' .. .,.' �•.....� ..•...•«--._..........-...�. r ..,....d ..'vRF..1.'vtw./lCl'�'.'.f.T"11�w�.ro rN.�.N<. i Iles. No. :'.-V;II S'fA'I'l: OF CALIVORNIA COUNTY OF' ORANM,; S:: CITY OF HUNT I NGTON Bl ACII ) 1 , PAUL C. JONES , the duly elec tud , q►iul t fied and uctiiig City t ien. of the City of Iluntington [leach , mid ex-- offieto Cler-k or the City Council of -;nId City , do hei,uby eet•ti fy thin the whole number- of members of the City Council c of Cite City of Ilttntiugton Beitch Is seven ; timt the foregoing resolution wuE, passed and tulopted by the affirmative vote of more than it majority of Lill the members of maid City Council at it regulor ' ineetitig thereof held on the 1,1� clay o!' +luvorm- r :1 19_;Ll by the following vote: AYES: Councilmen: HarLlfitt , Gibb.n ilro-en, Mat.t;ey , Cr.��tt �� ��r4 -Y i NUTS: Councilmen: i Mc f.!i- .cker: ADSEITI': Councilmen: C ty Clerk and -of icici Clerk " of the City Council of the City of Iluntington Beach, California w• I ij 4 ALTERNATE USES - CITY t•tAS1 L'tt PLAN (111 AND Ml) Huntington Central Park - Phase III City Tax and Land Use In determining comparative city tax on developed R2.1 and M1 property, a cost analysis was used to determine market value for a typical acre of developed land using present costs of ccnstruction and the current price of improved land. The following Average values were used to calculate market values: i R1 - SINGLE FAMILY DIVELLING (TYPICAL). 1 Average three bedroom dwelling , 2000 sq. ft. with garage, market value $33 ,370 . 1600 sq. ft . 0 $13.40 sq . ft . = $21 ,440 400 sq. ft . e $ 4 ,25 sq. ft . - $ 1 , 700 Improved 6000 sq. ft. lot = $ 9, 300 + 10t profit - $ 930 TOTAL $33 ,370 Average five dwellings per gross acre- -$33, 370 x 5 - $166 ,8S0 Market Value AsseLsed Value - 25% of Market Value:- -$166 ,850 x 251 - $41, 712. 50 acre M1 - TYPICAL ONE ACRE) LIGHT INDUSTRIAL LAND WITH 18, 500 SQ• FT-. BUILDING AREA Strut Improvements : Estimated 15% Average Lusk Industrial barks 43,560 sq. ft. gross acre - 6 ,534 sq. ft. streets 15% 37 ,026 sq . ft . net Prea Building Area - 501 of Not Area--18 ,500 sEl. ft. of buildings at $8 average construction cost per sq. ft . _ $148 ,000 acre. (Huilding ` Department) ,Average Cost: of Improved Land (Profit plus streets, curbs, side- Walks etc .) Net area 37,026 sq. ft. at $1 .10 per sq. ft. ■ $40 ,728 gross acre. 1' EXHIBIT G r'i:w<z!Ib'7.T'0,1::.+t:-.rr.ye..ve:•,af.. r _i:...v.,a.....--w..•� .., :....,',:.n•.. ..«..... ......v...........+....+.<� -....r•_..............—.._... .,....»�...�... 1 1 i Total Market Value per Gross Acre $ 1,18 ,000 building $ 110 ,7128 land i 8_9 gross 13crc Assessed Value - 251 of Market Value--$188 ,728 x 'S4 - S47 , 18Z acre Current city revenues of $11 ,484 have been compile.i for Phase III (see page 3) which include the present oil production fees , business license fees and city tax. Most of the area is undeveloped and generates very little revenue. to the city. (?Dote: Forty-one (41) acres of Phase III is included oil the Non-Structural Blight Element of the Amster flan or 22% of the total acreage) . Average assessed values of a typical acre of Ail and R1 property, developed in Huntington Beach is $47 , 182 and $41 ,712 respectively . The current city to; ratr. of W 62 per $100 assessed valuation was then calculated. Results are: A11 generates $764 .35 and R1 $675. 74 per year Per gross acre in taxes . The two results are used in the table below to demonstrate- three alternate plans of land use. City Revenue by Quadrant* Quadrant 1 quadrant Z Quadrant 3 Total Zone Zone Zone Revenue Existing RA-0 F, Nil RA-0 RA-0 $ 2 ,510 $ 30000 $ 2 ,271 $ 7 ,781 3 ,366 (1) 337 7 (Z) $ 11 ,484 Proposed 23 . 5 acres 100. 4 acres 63 . 8 acres Alternate I M1 111 111 City Tax $3.7. 962 $67 ,844 $43,112 $128 ,918 Alternate 1I M1 R1 M1 City Tax $17 ,962 $67 , 644 $48 ,765 $134 ,571 Alternate III Ail M1 M1. City .Tax $17 ,962 $76 ,740 $48 ,765 $1430467 NOTM This comrarison includes tax revenues only. No services included. *See page 3 (1) Oil fees (2) Business license I 2. HUNTINGTON CENTRAL PARK FYI Ouadrant Map 77 ti,~``` --`•1 ate., •;. , 1�r`" -•''. • ' l 2 S i tl via I 1.i_ JJ ►I a ,^, �� ,._ PREPARED BY THE HUNTI NGTON BEACH `'-- , PLANNING DEPj, DATE GCT 26,1971 Total Revenue Generated By Existing uses In The Proposed Phase III Huntington Central Park R� :.essed Valuation / 173 . 1 Acres $4300310 H.B . City Tax Hate (property) x .0162 $ 7 , 781 .02 year Business License i Quadrant Storage yard $150 .00 0 ) Western Union 37 . 50 Agriculture Stand 37. SO (2) Norse Stable (Marion) 37. SO horse Stable (Landis) 37. 50 (3) Horse Stable (Ilex Reynolds) 37. 50 (7) $ 337 . 50 Total Business License $ 337. 50 Oil Revenue $ 3 , 366 . 00 TOTAL $11 ,484 .52 4 1 FEASIA11,111' OF AN IS-110LE GOLF COURSE The question of whether or not the City should expend additional funds to acquire Phase III (173 acres) of Iluntington Central Park has been debated and discussed among city staff, city boards + and commissions , special interest groups , citizen ' s committees , etc. for several years and the time is now fast approaching to make a decision to either acquire "hasc III or let the owners develop their property . The I'hase III property has beer designated on the Ci *,y Master Plan of Parks and Open Space with a golf course symbol . FDAW has expressed the viewpoint that nature is to be appreciated + and not: altered in northern Central Park , and that the proposed � purl: should be retained as much as passible in its restored natural state. The sociologists maintain that not all urban dwellers hold th(: same attitude toward natural resources nor do they use recrea- tional facilities with the, same frequency or occupy their leisure ' in the same manner. The development of the land as a golf course is most characteristicly the desire of persons of upper middle- class occupations . 11i lower middle -class holds a stronger attitude toward more utilitarian use of pparks . "DAW in their repport , however , expresses the opinion that a golf course or otl►er commercial recreational revenues would eventually reduce the operating financial burden upon the city. ,ie Recreation and Parks Department has be, i a proponent of the golf course idea for Phase III of the part ..ince the early 1960 's i And have researched golf statistics nation-aside in an effort to i learn why municipalities get .into the golf business. The follow- ing reasons were compiled in an attempt to answer the question , lfhy a municipal Zolf course? 1 . Golf courses are a Profit making business and every city :. needs mere revenue.- If. in particular will need more revenue { than the average city in Orange County because we are under- taking the responsibility of acquiring , developing , and maintaining the 250-acre regional type Huntington Central Parr which will give us more city park acres per capita than any other Orange County city. 2. A golf course provides acres of rolling_ o en,sT_een spree witli iun re s of trees which help to replenish the oxygen so badly needed in our over-populated , smoggy southern i . California. �. Golf is played in an atmosphere of pastoral charm which exhilirates or soothes, depending on ones moor` of the moment, ) ina with e mite therapeutic effect . By and large the nature ( ' of the game brings out the "gentleman" in the "brute" and :Hakes gracious the surly! 1. EXHIBIT II 1 i ' I , Fc: r rho v 1,ovo rt o1 nt :', the go t Coll I. .c , t11rotlglt it s heat)tifyII:I, S Ot: on thV tiO!Cttluhitl' , 1�;1tsVS Ind ;' tabiIi :Cs j )�tc!Zc C'ty l_itl lie � s'.ilt. ing in projection Uf till! (11rItC2'25 InvusttLC`nt iiltl�:ltitiil2'inl, f,Dt'C''('Ilitl('f1f O ! 1 =; toadv gilt income j for the coltlrl un i tv. a . •i he' I+i,:, i nesscivu, o t _tilt_ c-ommun i t t' wv I come the o cf r a thus i aSt i t'Om ot-lier Itl':I-rl J T)*WPilitll t h(" as W 1 1 a tOUristh 1tihC i ;: l ' te'Cnitt.0 —li��tli� prospects of a ►oli game to--'sQ- uver" f rather than "liars through . " 1t i)rings new dollars into the community .unity . t:xposury of the proposed course to the prnpose d cols t rl't'e'l+oy should attract many cult OPlyrs . 6. Industry has it vital int ,'rvy in any puhli ', fari : ity ►:11 :& It;;ll:l':+ flit' ( O1;;i1111I1 ! t' i 11iOI'e' (le'ti 1 I irlti ltc' l) lile_e in which to live and recr'. Ac . t'lil '• I!I::i:(';i fOi- il iti4ltl�` Clntl rt liable R.Tj)IC7yeC l)1111I11i1t lClll . 7 . i'iti +!t !t)�I e`tiltc :1tor:; rt':tIi7C the Va1t:c' Of 11 1,1011' r.e)ur'le ill L�r'(i� ��inn �'uiinl� ti i � lrith Walthrul rrgi•rntion titer' can n11 ,jl(,I l _ l i i;c` "'t;t'I-Y-liFTi`�;cTl�)i�t i�n(l-'t ul lc?;cs i nc '.ut1j i,t) ! r ' is :l 1 eagu(_' til)ou and tAvy rely on the r i t y J or private ow+!vyn to 1)rovido thviI' "ilomv" course. 1 of I "ft acres of It- 1 -0 property from residvntiill ��.. •-. ' , t.to i,roritahlt1Y! _ _Siy , w _ ential .�-. l)t)l)u1;lrht)n i �' ;, , t(Il�)eollt�, L;''(1(► cal' 1,lti �:il 1tctulcf� ►c clttic7i•e'n tllilt 1:oultl n' 77cioc, l:, . It in also mury Cu:; ily to l)rovidc St't'1' lct'S to It 1 (lt'. ti't`I (tl)ilient.. and th'.' ir 1-csillents thall incol;lo 1 I'r(+i,l iha r der i v c from sumo . i 9. Golf course; upgrade thv immediate surroun(; ing �jLcrt1. to the !)dint 'rh0re ttt(� ul).,raTltig; more )ian makes ul) tar Life tuxes that wo"Id uccrucr to the' community if the golf course l)roperry yonsisted of hone`it<` 10. Real e:• tear developers have loarhed that when thel• include a golf course within their devcicpmvnt that the original "blue of the r� 1t' course land more than recovered in the i crt'ase in surroundint__ j�.r� 'twilllil?S iin(S�ll:clC�iitiCl"1 salesNi�1Cii1 Vi C11:`rc loriio;f ter . �^ ~ 11 . According to national golf. statistics , ! t takes wJ 000 people to support. an I8 hole_jolf course . In H ON& arv. currently three 18 noic courses for 130 .00 tr�.(,�t_l_c and one course , the H.B.�Country (:Ili,) i !7, hei ilsecd otit ill .ic:ti of re!.idential development . According to our current population , ►Ie cculd alread • su t art t i:'e 18 hole courses without having to draw a sing c gulf-er frorli ctutsi e our ' city boundar i c:s . 12 . Increasing number of liusinessys are switching to a foul' da work wvLA with nine or ten tot1l' days and go far C11C l�c ca 1.F'• pope ar with t:hC worixrs . The ioi'tr cliffy week increases weekend lKsure time so golf couirsr"s l:vc:rywhere can look 2 . forward to increased business . Acyat ioa is the notion 's fourth largest and fastest: growing industry and ao4f_ has become flit nation' s C;tstc`;t _t;rot:ir:E_ competitive , ►�ntcuor 13 . The goif c li- Il)fl( use is an outstanding QN ample of flow the entire cor:►nurttty c:an Ilse the golf plant . Municipal golf i_l:iSou..r.s tocfav arcs being designed and built to accommodate all gr{7op5 in the community . one large central room can ilouble as a billici►►et ►-oo►il, :a liallroom or an auditorium for meetings of club, Una other groups . Smaller rooms are set up for tvcnage use , for hobby and crafts group, , and for other OrganOod comm"nity recreation activitios . III,, beyond tla;• c• luhhouse , if s"ff icient additional acreage is included when the goIC course site is purchased , facili - ties for other Sports are logically placed adjacent to th& golf f:aci lity . Swimming pools , rounis courts , so►'tball diamonds ; pi(-,r► ic -.ryas , bridle paths , all fall naturally into the overall rec.rc;ct i cast plan with the golf coot►Y r .an the focal point . 1:1 . The son O)e1.11 1:r, 1 i forma CIimcat0 a:Ould oJull)Iv u.". to Drolit from FIT mc�:ttlis_ t*te�L it idivrea, nVt'L 1Cr1k ;and cat, tern c t: ies tan overate on1),M11-alt}; fa i r weather. 15 . boor l Southern Ca l i fo rn i ;c city and cccun ty golf courses have; Cce�i usur�:�l ccl a", !.Inv "fv ) -oti table vvntures . lany cities naicl ;-otcaats.v: ,;rc c�ht ai►�inl; ;an: ccTvelt�panl, cutar :;v:; t.oelay t hocau,.;f�. l i la,a s proveta to he a p ro f_i r ab i e Mb"s i ne: q . in they United ;�tt►kc 4 t ; S t year over l ,OOU ,ilillt �;al tc; s pl—a cd on 1 , 321 municipal course:; - -more than on ejrl,cr private or daily Coo courses . Cal iforni ,, i :: the notion 's lc;►dor in golf course Iaer, ulari ty . Thore ,arc 673 courses in this stato alone , 124 of which are nutcticipal. courses , California is also .a leader in Eo l f 'course c;xpa►, loll with 23 courses now under construction and 11 c.umplote6 1 ant year. 1n spi ve of this rapid pro th, m"+ t people must still wait an hour or two to tee off , making Go neQd for metre cv"r:;es quite apparetct. . I1t1CIKGROHNI) In 1968 , when the first hand iss"n was ;attvmptyl , projections were made by staff ;and the cummissioa :as to how the total barks acquivition program would be financed . With the success of the $6 ,000 ,000 bond i :,suc in 1969 and the receipt of several H. U.D. grants (totaling $3, 200 ,C00) a more nmhit %us part acquisition and development prod*acre crime about . The original 117 acre punt �ngton Central Pork has not been expindod to ZSO acres with 180 act vo slated for 1st phnsv development in 1972 . With the sale of the pars: Noted pav'. qo in v arly 1970 success vas iasslta'ea Or the ! ut"ve of So Huntington Beach p arl, J . acquisition program. We already }Bill ill affect str9118 park subdivision ordinances 97,1 and 998 which to date 11avJ' broui;llt ill over $4 ,000 , 000 worth of It;trk property alul improvements to the city. At the last tipanting of the Master Ill .111 of 11arks , Open Space , Sc1100Is ;Intl 11C I'Cilt i011 (April 21 , 1969) , a golf course was designated by symbol for I111,15c,. Ill of 111111tington Contral hark. Tile suggested 1110thod of finance at t1lat time was to have been a revenue bond issue in 1972 in the amount of $4 , 500,000 for both acquisition and dovelol►ment of the course . With the Conti1)1' I'd support of 11,II , 11. ill awarding acg1tisitioll and clevelopmout. ►?rants to the city for the oxpan�;ion of Iluntington I:entrul Park, staff thinking; began to chi ngv In 1970 in that Ilerhap:c the golf tours goal c.oulcl be attaintd by other 111cans of finance r�lthc r thi11l �;o i ilg the exper::: i t,e bond rotitc . In 1970 t1le City council determined that Talbert Avvnuc would be swullf, South arollwl tilt.' uyi";Cilig 11(intington CV1111•al 1';ll'►. ratlle`1' Hian through it Lill .1 straight line as was originally designated on tilt' 111;istel' h1i111 of art.orial ;t:l'Vvt5 1111.1 h1f;111'.'a}'ti . f111:; ;1CL1U11 ' desigluited the Ilew arterial right of way to go through the propo.; d up1wr vol:e of Phase Ill and will sorvu as a sel,,arnti.on line between the proposed l;ulf course and the remall;cler of the park, Tlie City Counci I did not , cior has not_ to this data , appro-cd of a specific method of t ullding the now right of way ;lcqui �ition and construction of the street . C'11011EttTY ANIAL1'S [S A. The 173. 1 0crt's of land in the originfil nica of t►base III is laboled on the attached Ina), sections 1 , 2 , and 3 . The compvt1tion for this land 1)y speculators is causing prices to skyrocket . '11wrefore , an early derision by the City Counci.) wol.ild benefit all concerned . The amount of (lark laud nvai !able must be wisely allocated among competing uses . This task of allocating land equitably lied in the hands of the City (council with the adilice of commissions , citizen' s tcam.5 , and staff c:or►cerned with uses . If the Council is in doubt , the issue slight also be resolved by popular referendum, particularly a general obligation bond Issue . i f • Findiug a source of income large enough to sustain the land acquisition program is a serious Problem. The simplest , most effective method is fee title nciluisition . To this and, 1. 53 acres of Surplus lets (tax deeded) were picked up last May for $5 ,350 in Phase III , as ­v11 as $300 ,000 bud M0, 00-., ed If Recreat.lort and Parks for i971 -72 ant: a hold-over of from 1970-71 allailable to begin 1lurcli ase of Phase III kind . The: exhibit delineates a gross of 173 .10 acres with an assessed value of $480 ,310 and ,probable market value of $4 , 327 , 500 or $25 ,000 per acre average including existing uses . 4 . Il. ACQ111SITION Tl:t:HN10111:S 1 . heau.e -option 11111-chasc - involves n millimtlnl initial oItI ;jy hl• pl'c�t� i(1iI,g far• d payments of the total cduis: ti sn cost . 1'hi4 Mould ise desirable for Section I . The Occ=an V''.vu M11,01r00111 a11c1 auto repai . garage facilities cottici continue to operate for several years . 2 . 1'ut chatiei tltcout,ll bled ;e t (1';1)- ::S y(itt J1,u) - $580 ,000 has b,--en allocated to purchasc Phase III property ill fiscal years 1970-71 and 1971 -7Z. The Sect ion I I A 4; U properties (20 acret; total ) are the most. critical as they arc no;. bcl'ory the Plrtnning Conuni:,sion for a decision citt re-zuttin;, for R- 1 and R-3 rep idellt i:11 use . Parcels 11 , C , and 20 a,:yes- of F (encyclopedia lots) Should he purc.has,.d through yearly hucll,etinJ, technique . The prope ,'ty tax ctllocatecl for Recreation f; Parks Uellartment operation could he raised from the current 174 per $100 assessed val tte to '20 ' her $ 100 as allowed by City Charter which would hrittl; ill 111 additional $10S , 000, to $1 '25 ,000 per year . 3. :section 2 , Parcel E (-IS acres) . 20 mere, is Owned by :signal - Landmark and cottici be acquired through prcvisions of the sub-division ordinances ;;nd 998 a:; they develop the planned Rol,a Cltic.a community . 4 . Scct.ion 3 , and the remaining acreage in tiectioti 2 , Parcel 1: (60 acres) eottltl dither he purchased on a yearly Budget allocation nr a I;encr:tl obligation hcind could be atteril.ted in Attic , 1973 which would e,tcontpass :t multi -activity lisp Ilan Of PlUlSe ill illClUdilIg at: 18 holu golf course and :t city-wide implementation of c! hike-way a11d bicycle trail systcin. that would enhance Ilunt.}ngton Central Park , orve the needs of many and tic our entire park and beech ;ystem together . squi Cii nvai t idl. 7. . Parks and Recreation Magazine (N1111S) . October , 1971 "Golf Courses . . . Corncrstonr-5 of Successful Park Operations" 2. California Parks and Recreation Magazine . O tobcr 1971 . ''Boom Tim.cs For Municipal Gulf Courses" 3. Western City Magazine . ,July, 1971 . "Mun.icip:iI Golf Course Can Pay For Itself" 4 . Dodge News Magazine. November , 1.971 . "They' re Going to Make Golf Easier" S . Public Golf (Nurses , Management Aid .',3 , January , 1964 : American Institute of bark f:xccutivc?s . S . ilI toll 6 . GolC ooursc Stirvc)' , I`1G 't'lti;irioit:tIi ('UmlL}'c�unailti;o,j�}�Sherman olf Coinpilatioti .� Fr tncit;co. Company of 7 . Camnilat.io» o. }data !'.um (?raiil;4� Cc�uttty t;itics . t 1 s t r I v�ll t� AL ;; A g• C p HUNTINGTON CENTRAL PARK fnMtw+,lrt\f aet u HUNTINGION BEACH PUNNING VIER. stir. . FEASIBILITY OF ACT11'IT11:i OTIII; t THAN CULL' (1lcrive and,'(11' ReVetluc' Elf,phasis ) DARK PURPOSU AND iyrENT IM. As the p -imary purpose oj' Ceittral Park ' s Phase I alld II i j)asslvo, this is all evalt::lt i oll Oftho potellt.t;11 for alternate crevcl-opment in udjaceiit Phase III . There area unique opportu - nities for complemet►tary activities for the individual and family that will ma\imi--e ci t iz-eil sat is fart ion with the total project should i tiaaterl ri l ize . Assuntiug that the reader recog- n zes the deficiencies; in ilunt*ngton Beach for day azld night E athletic fnci ii t ie,:; (othc.•r than these p1-0l-idC(1 b)' the schonlsj , this brief 1;L11111n;li'y w i I I eiilmerate primary i-cci-vatiorial facilities lend atic i l l dry services suggcs ted for cons icle:-.i t i on in Pha.-ic I 11 , 'fhe LDAVI roport of April , 1970, esrirl.ltes Centr;li Park attendance as follow, (excludiiig golf) : 1975 - 1 , 0(89, 000 1)v r:;oris 19110 - 1 , -1,10, 000 persons 1090 1 , 8ti7, 00G Persons This ir,, comparable to most repioiml parks and closely resembles GUlcicn Gate (S;tn l r;itl,:i 5t_'L3I , Balboa (Sam Diego) and Roeding Parks (I'resno) I1 city parks within the 'State . With this potential , :t wide r;inge of presently dei iciest leisure and recreaLlowil activities , high-artivlty orimited, should and cait be provided. Amoiig these ai•v the Fol :'.owiiq, that arc not revr.rllz.0 oriented but ar,, heavily tiscd hi the darks mentioned:- 1 . Court and Fie'd G:ltsles (Lighted or Sun►mor Lightr.(l) Teitni, fouzh 1:ootimi 1 Ilaz►dba A 1101.1eybaI I 1"15ketbaI 1 Lawn Howl ing Baseba11/Sofrb;ill Horseshoes Su f f.l e Board 2. bridle .and Ilicycle Trails 3. Recreational Camping 1 . Archery Ittinges 5. Botanical Gardens G. Historical Site (Indian pillage itt Phase III should ba protected) 7. Modcl F,,icilitics Parks and 10creation Information Systcri Study (PARI,S) State of California, Department of Parks Lind f:ecreation EXHIBIT I 1 . ECONOMIC FWA1,11A'T I ON FOR REVENUE' PRODUCING RECREATIONAL ACTIVITIES The limiting features in ;arriving, at the rocommenilvd mix of Massive, high-activity , and commercial development are to amintai.n the objectives of ;1 tlatural setting . hithin this natural set--- ng can le�Tiig � activity and SO)W) CC orie:ntCd commercial development side by side that can help make tic park more attractive to a lamer se anent of tlae poptliation. This; , them , could he 11 co- purpose of ' TF-so 111 . Within the calls traialts of the HUD 011elt Space or other Grant- In--Aid land purchase , the City could develop the foregoing high-activity pttrstlits south of* Talbert Avenue anti Also provide eunmercial ;tc.tivities antl services that will eventually amortize invc�,tlnent and sustain park- operational oxpense . 'rhe additional activities and services that will provide/augment recreational tat_tiviti.es while minimizing; park operational cost 111'e : 1 . Chi ldren' s Zoo or B I rtlya1'd 2. Bicycle Rental 3. Sandwich Shop Refreshment. Stands 4 . Hquestriait Centex- (Rant:110 !.os ItoIsa or I1o1Sit Chien} . . Children' ; i,musement Area or Center G . Dlilliuturc 101f C0111-50 7 . Miniature Railwny- (as inte. rn.0 transportation) S . Family Restaurant 9 . Vishing 10 . Boating It is recommended that the City consider the abovc commercial activities (see also Table. 1 ) within the following criteria : 1 . Children 's Zoo or Bavnyard Area including, animals which can be petted by children as well as c.-b;r.r ved, provisions to sell food for feeding . Investment: $30 ,000 approx. Annual Gross Revenue: : $1051000 Percentog;e to City: 251 2. Bicycle Rental including maintenance shed , storage areas , bicycle trails throughout park. 2. I live stment: S$0 ,000 Annual Gross Revenue : $ lfitt , 000 Perccntaga ro City: 25% 3 . Sandwich Shop or Refreshment Stands 'l'hCsc s-tands to dispense normal picni(- area concession items, which take minimal handling, and preparation for dispensing; . III Ves tmen t : $60, 000 Approx. (does not include equipment) Annual Gross Revenue: $210 , 000 Percentage to City: 12. 50, to 15;, t 4 1:quWstriall Center (R',111010 I-ornlat) including horse rental facilities ( 100 horses) , tack shop , stabling; facilities (50 ,horses) , community social building, riding, ring with temporary bleachers . Investment: $475 ,000 Appiox. (Oxcludirtg horses) Annual Gross Rcvclitic : $210 ,000 Percentage to City: 25% S. Children 's amusement Corhter including pony ride , forris hrlhc..: 1 , birthday party .area, carrousel , surface rides . InvcstInclit : $50 ,000 Annual Gross Revenue : $ 136,000 Percentage to City: 25 G . Miniature Golf Course This t3 a rapidly changing c:ommorci,1 adventure. and tangible: data was unobtainable. I11vestment '. Concessionaire installed Yield : Unknown 7 . Miniature Railway to be used as an internal • ranspnrtation system, capable of carrying 50 to 100 adults or children, "_ 1/2 mi ley of track. i I live stme11t: $200 ,000 Approx. Annual Gross Revenue : $152 ,-250 Percentage to City: 10% 8. Family Restaurant with an outdoor veranda overlooking Huntington Lake , approximately 10 ,00 square feet. Investment: $450,DD0 Approx. Annual Gruss Revenue : S500 ,000 including; bar Percentage to Cit;►: 10% including bar 9 9 . Fisiaing from dither boat or shore of the facture lake (Stt21y Miller) , not as :a separate concession but coanbine d with boats 1'isitilig would bL, provide tl with supervision from State Agencies antl partial c:on':01 13v as boat concession, Inves title itt: $70 ,000 Approx. Atanual (cross Rovcnuc : 4,110 ,000 Percentage to Ci ty: 204 Norr.. In '!'able 1 , tIte restatirant llas bOr.tt clitnillated as :a project tlnti I the park matures in 1975 to So . IMPACT ON 1tI:T 01, PARK 'file .ills till l at i on o!- revenues producing :act i v i t:i es will result in bri aging more people to the iota 1 paal k , and will. thus Create greater u.:i li�,ation cai' all pli asc•5 . Clore penal e will come to the cultural center and nature center through use of the bicycle tr,,lil.s . �lorc Ileoplc will crlaE;age in p assi -�c n atdoor recrcation,aI plirsui is 1'.:IVII2F, beell attracted by :1 greater range of activitler. . The :above concessions must he ev;;lu:atecl on the fUlfiiling of as recognized public recreational need atnd acceptance . They will serve gas an enitanc.e:ent to the part: activity ;areas delineated only for these area:; south c( Tallievt to ,avoid intrusion into tite passive park. The a�i7nc criteria still to lie exprr:ased is that nature is to be app rec a a tee ant no; altered ill north Central Park. The otlier II oin t ra bo made lae7re is the potential fov revenue in excess of Mo 000 :annually, 5llAlt L�!t Y ' Benefits of ;an activity Dark are, quinti fiable in terms of botil laser-Jays and revenue. 'Those activities listed as non-revenue oriented in the first part of this section are f.cilitics with deficiencies ttiroughwit southern California. The reventic- oriented activities are also measured in dollar reveniic" for comparlson to cost of park I:aa.intenslnce. From the EI)AW report , :an estimate of $0 . 20 per attendee will saai'ficr :as operating expenses for the park now envisioned including Plaase III . Therefore , a benefit-cost ratio should be included that considers PhElse III as an "activity" park . SiJUItCr r!A'TCRIAI Parks and Recreation Iaafori;t:atiort Systeri (Pikit IS) , State of California Revenue Sources ill Rec-reation and Park Management , N.R.P.A. Iluntitigtcln Reach Central City Park, E. D .A.W. Sources of Income for Pt-arks and Recreation-Financing, T. I . Hines Park Management Aid Series 4 . z^ TABLE I 5UMkRY OF REVENUE PRODUCING RECREATIONAL ACTIVITIES CEh"fRAL PARK PHASE III Annual Annua 1 L Initial Gross a to Revenue Concession Investment Revenue City to Citv Method of Financing :hildren' s Zoo 30 ,000 S105,600 2S S 26 , 250` Concessionaire Investment 3icycling 80,000 158 , 000 2S 42 ,000 Concessiezairc Investment Zefreshment Stands 60,0003 2] 0,';Oi; 12. 5 26 , 2S0 Concessionaire Investrel) Equestrian Center 475,0004 21U,000 10 21 ,000 Concessicnai-c Advance :hildren' s Anusenent 50,000 136 ,560 25 3Y , 125i I-oncessionairi, Investment 4iniature Railway 200 ,0006 1527Z50 10 IS ,225 Concessionaire Advance `' :ishing 4 Boating 70,000 lio .000 20 22 ,000 Concessionaire Investment TOTALS 596S ,000 S1 ,091 ,750 5186 ,859 Average annual gross through 1980 'City to provide cover, theme, or ":ttysticzue" Does not Liclude equipment Does not include horses or saddles i Varies based on equipment Concessionaire advance to be recovered for grading and track only 4 i' PARTIAL LIST UI' PARKS AND CONCESSION TYIIE' OPERATIONS USED FOR COMPOSITE ANALYSIS o .r4 N w v .� o ct1 r.. r-, W �' H o .a k }. N C) M C, vl v ut U N c7 C, :d — V I. Cq X U V V ♦J %A rt f. lr 1. U Irl 0 'D rJ r-1 0 .r-. N tJ { ►• t. r-i Vt r--4 .r4 •ri .,4 1r I-1 m C] t.a U •r1 :3 rl 9= a 9:: G V Q 0 r/ .f: .� r/ f7 •r 1 T7 Griffith Turk , L.A. :< x x x �x ~ x MacArthur Park IN x Lincoln Park x x x 11cra sell Dam K x x Point Fermin x I.A.r Harbor x L .A. Ileaches x Irvine Park, U.C . x :< x x Fairmont Park , Riverside x Golden Gate Park , Sall franc i F,co x x x X x x x llalbou Park, San Diego x x x x 1.2verlyr Park , L. A . Sca World x Oranbc, County Docr Farm x Lakewood Stables x Uominl;ucz Stables x Long Beach I'i ke x Pacific Occan Park x Ulsucylnnd x x x x x x Pranchise Operators . x Equipment Suppliers x x x x Concession Type Ope rift i ons" x x x x * Includes Excursion boating "These are operations outside of Darks G . OFFICE MEMORANClU01 To Tom 5everus, nevelopment Coordinator Date 12-2-71 !morn Frank B. Arguelli, Director of Finance 11i Ite Bonding Cost As per your request, I have completed the following for your use in arriving at possible total bond cost. Ansumed; 1. Bane cost of $4,719,000 + 236,000 contingency or total base coat of $4,955,000. 2. One year interest to be iucNded in bond at 77, pex annum. 3. One year reserve included in bond--equal to ocic year payment of bond interest and redemption. i h. bond vIl l be for 25 years with a 24 year payback. C.Ong the above assumption, your bond issue would then be $5,880,000 with a yearly bond interest end redemption cost of $513,000. I hope the above is sufficient to meet your needs, but please feel free to cull on this department if: we can be of further assistance. Frank ll �1r�uelto Director of Finance IDAlb EXHIBIT J , ..., •Ott KSTIMATI: OF COSTS FOR TALBERT AVENUE' TUROUG11 CENTRAL PARK "By-l"ass" Exl' sting "Straight Thru" Gothard To Goldenwest ^Gothard to Goldciiwes� _ R/W Street $ 1.15 , 810. 0o $ 46 , 305 . 00 Proper cy you-R/11 S 1.8, 970 . 00 - - -- ConSmiction Cost $ 315,034 . 50 -$228 ,001 .60 $ 179 ,814 . 50 $27.1 ,306 .0 Goldens,est to 1:dwayds Guldenwet.t Ta EdIvirds R/W Street $ 208 ,600 .00 $101 ,500 .00 Property Nou-R/W $ 163 ,R0(1 .00 --- - Coustructiou Cost $ 351 , 376 .00 $ 181 ,753. 60 S 723, 776 .00 $2B3, 253. 60 Project Totals $1 , 203, 590. 50 $55I , 56U. ZU R/W = $35, 000. 00 ocr . Ac . Construction - Excavztt:ion, Street section , parkw.ny curbs £, gutters , sidcs,alk , street lighting , median curbs F, butters, median irrigation , median lan►lsr-tipinC and traffic signals . SOURCE: Public Works Department November 17 , 1971 EXHIBIT K VREQUES a FOR CITY COUNCIL ACT IQ gel Date .December_10, 1981 - Submitted to: Honorable Mayor and City Council Submitted by: Charles W. T'nompson, City Administrates Prelmredbv: James V. Palin, Director of hevelopment Services W� Subject: IIUNTINGTON CENTRAL PARK EIR .(ER 81.-5 ) Statemecst of Issue, Recommendation, Analvsi%, Funding Source,Aitarnative Actions,Attechnunts: 0 / STATEMENT OF ISSUE: The Environmental Review Committee has reviewed the proposals and intc:r- vi.ewed three firms to prepare the environmental impact report for the Huntington Central Park master plan. The Environmental Review Committee recommends Envista be selected to prepare the report, RECOMMENDATIONS: 1. Approve the expenditure of from the Huntington Central Part. Acquisition and Developmen:. Fund to rrnpare the environmental impact report. 2.. Approve the Environmental Review Committee's selection of rnvista z for an amau'tt not to exceed K97-5tr ask" direct the City_At:toxRey':? office to prepare a contract. ANALYSTS: On August: 17, 1961., the City Council approved a conceptual masitar plan for. Huntington Central Park which expanded the park by 30 acres to include the area coast of F.dwara;s Street, ,.orth of Ell-Its Avenue, and 630 feet west of Goldenwert Street. The Council also approved a number of active recreational uses £or the park, including an expanded equestrian center, a sports field corrple:c, a fishing lake, compatible fast food concessions, and a YMCA facility. The 26-acre mushroom farm located at the northeast corner of Ellis Avenue and Golclenwest Street was placed into a planning mode atrtuo for further evaluation of alter- wtative recreational and non--recreaticnal uses. At the conclusion of the planning mod& study, a decision will be made: concerning incorpora- tion of the area into Central Park, The next step in this procec-n ie to prepare the environn ,;'--al impact: report on the park master plan. The Environmental Review Committee, consisting :,f atembers from the Departments of Development: Services and Public Works, is responsible for determining environmental require- :rents on projects and the selection of consultants to prepare envi�:- onment:al impact report,. In November, 1981, the committee determined ino rlat r RCA• HCP Master Plan t :1ec©mbeer 10, 1981 Pap 2 that an environmental impact report on the Central PYrlc waster plan was necessary according to the California Environmental Quality Act and requested proposals from responsible firms for preparation of the report. The Request for Proposals was responded to by three consulting firms which were, interviewed by the committee in coopera- tion with the Department of Community Services. The committee selected the firm of Envista to prepare: the report. Envista was selected on the basis of the comprehensix?ones:, of the firm's proposal relative to its low bid of $23, 150 . As pert of its Huntington Central Park Acquisition and Development budget for fiscal year 19B1-82, the Departmen,:: of Community Services has included sufficient monien to fund preparation of the environmental impact report. It is recommended that t;ie City Council approve the committee 's selection and approve $23,150 from the Central Par): Acquisition and Development account to fund the EIR. FUNDING SOURCE: Central Park Acquisition and Development Fund (Account 79070) . ALTERNATIVE ACTIONS: 1. Not to appropriate funds for the EII1. This would delay implementa- tion of the park innter plan and would expose the City to possible IcLIP1 challenges fo-.1 not meeting the requirements of the California Environmental. Quality Act. 2. Approve one of the following alternative consulting firms : a . A.C. Martin and Associates ($26 .180) b. Ultrasystemo, 'Inc. ($27, 645) CWT-�JWP:CC:df i i I I I 1 1 t � t - aC-PION �iEQUE5 i FOR CITY COUNCIL Date September 2, 1.591 Submitted ten Hm orable Mayer and City Couricil m /,y! NGtt kD DY I aITYi COV Submitted try: C. W. 'Stxanpson, City ritainistsator � ApVJ} A� � t� Prepared by: Paul C. Cook, Director of Public siorks` .��-:-•. , 2 Subject: AcgL.aition of Fhayclopodia Lots in Central Parl`_� �.,,..• �:nizs Rii - i StAtement of Irsue, Recommwdetion,Anslysis, Funding Source, Al.ernative Actior+t,Attachme"m SrMMPM op l SUE: ErWO oQt a reaatt directive by the City Ouuncil to aocILdrr, the a W.Lopediz lots north of Ellin Ave. betwetion Golrcaw3t " FAwards Streets for the ra-,pw siort of Central Park, there is a need to acquire -;he rervic2s of a pr -y appraiser rind prt4vxty agent to cmplete this project. R�ZT�+f s J'.—JUU6 1B the preFarat:ion of a rxmtract with Charles na-As to prepare appraisal reports for earft of the over 180 lots to be acmair ld. 7. Authorize the prEparation of a =itract with Paul Larkin to provide negotiation and acquisition nervices for each of fhi over 360 lots to be acquired. AN&YSIS: �e ffj� Council tam apprvvrA the expansion of Central Park through the aoquisi.tirn of app¢ovcirrately 106 encyclWAin lots north of >;l.lis between Gold+ 7west aril rdwruda. In order to amarpli,sh this ire jur tank, each lot must: be appraised and each sale must !�^ negotiated inftvildmlly. If rxgotiaticxw fail for certain lots, cortclerrrttwtion act1cm moat be takrart. 7n order to ac=Vlish then tasks, the City rmds to hire a qua.lifi0d property appraiser to det exmisra the value of each lot and a propu ty agent to necpt:iate the sale or prepam3 c ondis matAun papers for each lot. May of t hesQ banal:! lots )lava as morr�r an eight ow exe wbo live all cmx the ur-ited states. It is anticipated that it will take at least No yearn to chtain the right tr, use each of theme lots for park pLx pcweri. Wo czurrently Pave r. contract with Charles Davis to act as Real Property b.,.. it: for the City. This muttrect expires on S%ptmtber 30, 19E31. As a cost cutting mc3a�ura, staff vdl•l not be ra atnrending the extension of Mr. Davis' current contract. Not:aal and routine real prqarty- services will be performed by the Dirty-lmr of Iublic Rirks wit' support fran the 1?+.rblic: Works Uepu-tmanta? Analynt and other u-Mineerin, perronrrel. Mw.lear, k major projects such as thct rubject project and possible radeveloFntent_ pvojec:ts may require ' the hiring of outside c rosultcnts because of tlur e:ctensive man-hours involved. We have obtained info=,al proposals from three qualified -property appraisers to prepare re.wrts fox the encyclopedia lots. Il etr prvposcd fees are sum rized as follows: it t C9vxIias Davis $35/ our max. $27,900 E VArie, %bite $65/hcxx max. $35,000 , Mictw,e1 IDeke M/txmr nw. $4010M ! IlUm raximrn fees coo not include aortrt testimony if .it berms necessary. Staff roxm-wids that Charles Davis be engaged as the property appraiser for this project. Besides -the fact that ft. Davis is very fviilia: vith the City's pro erty valuF:s due to . Md4191 { hxpmt for Council .Action Aaqu.is+ .4xm of Mi yclopmUn Tots in Centmil Park September 21 1981 Fa w 2 I his Five year.q as Real Property Agent for the City, he has also ealmitted the lowdst• too for t1y-. project and can acccxnpli.sh the: work in s in-vat: tinp.1y mane r. A copy (if Mr. Davis' pivposal is attacrtx-d. Mr. Daviz in a qualified appraiser -At•.h credenUals as a Cartified Review Apprairar and Senior Certified Valuer. Staff is reounnending that Paul. Larkin be hired as a property agent on a consultant basis at ari hourly fee of $15.00. 'Mis fee is 1ma3d on the mid-range salazy for the City's classification of Real Property hgent vhLb:h is an unfilled position. Since Utis position will bra funded from a State Park Bond Act grant, it is felt that a coc=ltant hired for the life of t1w grant wuald bo more advantageous to the City than a Venrarent or teapxary eyt)loyEe to whom wa wand haw= to Fsovide nonnal employee benefits. A copy of Mr. Larkin's rewxm is attachad. He is a licensed real es;tate broker a-d fully qualified to nwpti.ata and aogaire these erwyc:lopec is L:);s. It is estimated that during the two year life of UU3 project, Mr. Larki.n's £ae will be aFpxoximately $30,000.00. By Mt: rWWWiM Mr. Davis' ca rent axmtract and absorbing hie, work in-rouse, the City will wive aprvx imata3y $35,000 annually. 1`." RUG femt property appraisar f:or this project. 2. Hire a different property agent for this project. 3. Absorb than property agent's duties for thin project witt, in-hmm., perwnnel. This albeernative shruld e"ible the life of the project. nMIINC, 80UN2 t NIT eonall iwa will be paid from the State Park Boni Act grant for this project. ATf1KINUM s T. C D I).:gxv; . 2. P. Larkin Remmc C fr.I.E a jy I f Charles B. Davis, C.R.A., S.C.V. REAL ESTME APPRA(SC11/ CONSULTANT 31161 SANTA MARCANITA PLACE• SAN JUAN cApiSTRANO. CA 92675 •(71.1) 661.3512 August 31, 1981 Kr. Paul E. olook Public Worke Director City of Huntirgton Beach 2000 Main Strvet. P. 0. Box L90 Huntington Beach, CA 92648 Subject: Appralsral Bar:•icon Huntington Central Park Small Lots Doaar Paul; An we have discussed previously I would be agreeable to an early termina- tion of my, existing contract with the City in order that I might commence appraisal of the small lots in Huntington Central Park. The project as I understand it would include approximately 186 individual parcels of land bounded generally by Eris Avenue on the south, Coldenwest Street on the want, Edwards Avenue on the east, and the existing Central Park area to the north. My fee for said appraisal would be $27,900 based on an hourly rate of $35 per hour for field work and $50 per hour for depositions or trial work. Timing for submitting the report, would be 90 - 120 clays from the date of your authorization to proceel. Thank you for considering rnf- in your request for proposals. If you have any questions concerning my proposal, T will be happy to discuss them with you at your convenience. Very t yours, Charles B. Davis, C.R.A. , S.C.V. Real Estate Appraiser/Consultant CPD:jy i m, —rain 0. LarxinOWN J PA.UL S. I.UMIN UM ME OF QUALIFICAT10145 wft.� 17002 Pacific Coast Highway, i 101 AECEIVED tiuntir4ton Laacho CA 9-1(49 CITY ATTORNf=Y (7114) ,34,0.6931 rem. (914) `46-7777 bus. AUG lAl9B1 SUM&RY OF QCALIFICATIONr AM PM N,ive established a track rocord of success and achiavoment in ram 819110111"Zl I tU0191016 e state e.dministrf,tion. managomer,t, an3 sales; anvIronroents. BackgrAni is~cluias the fullowint; signiflennt catocorles Gs)nzaga fniveraity, Spokane, Weshinfton - philosof by an3 theoloZy . . . GnYden West and Orenpe Coast Colleges - courrework in mans.Eement, f:,nanne, and personnel, .., numeroas courses and soM.1nars relating to the real estate industry, Rtial Zstate releitrd; broker, owner, manager, trainer, salesman, notary. Title Inour&nae and Escrow Industry; nansCer of Civic Center operation, recorder, long- earn searcher, and public rvlationa. Trappist ronastrsry; carpantry, construction, dairyman, orchardist. Feepected eaanagvr, trainer, arganitar, an3 salesman with many sales awards, An cor..aiderad by follow brokera to be ethical, conscientious, successful$ &M ever snthulastic. PRf)Flr5SZ8A'�.1. >r.+tPEt'II1S1vCEt 1/81 to present Troy }teed Estate Huntington Beach CU-SROJER - Sjrecialis+.nZ in Investment counseling, syndicatirn, and partntrehipa, as well as income and single fanny residences. 10/78 to 1/81 Reid Curp*t Real Estate Warner and Goldonwest Huntington 8e101% E OKFR.0'.NR . This sales staff ranaod from 20-30 licensees:; focused primarily or; organ!-Mng an3 training a successful :skis staff. Spec. ialir.ed in :tingle femily r4sidences and Incoma property. 2f?4 to 1Gi7Q Rn1 Carpet Real Estate Adams AV*. Hunt!nxton Beach MULTZ - nutf.ier includes management ani sales %rainiq,. Was ton producing Salesman. Worked exchangoa an3 m"aged invaistmonta both for self and others. _. - , :�•. '•, ��a��nisnr� i I 1 i I i a. PAUL S. 1AMV; PAGE T40 elhp to 2/74 ?ieal Estate Huntington Beach roantain Valley Dar!ni this perio' with, several real *state offices includinC; The Real Estaters (owtier Rand)' McCsxtle), Real Estate by �:cVay (owner Pat McVay), S.4 S. Construction (supervisor nark Bader). With S.& S. served as it naw trsct salesmtn in several areas through- out Orange County and worked closely with and observed traot super- visor in new construction. t963 to io.6A Title Insurance & Escrow L.A. & Cranee Counties TITL$ 6ZARCM A RECORDING OFFICER Worked for several. title Coven- iea at. the L,. . Civic Center as a it sng-toraw searcher. Assisted in buildint nev title plant for Trana.Ax*rii:a in L.A. Civic Cantor man- ager for tka subsidiaries of Hone Savings; & Loan, both In L.A. and Grape Counties, Public relations repres ontativa for Trans-State Titla # Uerov@ both in L.A. and Oriwts 0Sunties, hosting the openings of nvuwous now offices. 1950 to 1962 Trappist Monasteries Kentucky California ' TRAPPIST MONK � lAensivre studios in philueophy, psyuhaUal history, and theology. Work experiwa lnolud*d act;tensiv'e carpentry t.rainind w stfel and ameret* conatruation of aalti»storied baildings. Partici• pated in the building of a lax-go corwar,rcii.l dairy bard where duties inaloded oanatruiotion of an aloborats stalm ass stool f iUcing ,system as vc12 as a brooding program. For sirveral years was in ehwye of four bindred aarrs of prone-plan and English walnut orchowds. Was responsible for the planting, Irrigation• spraying# pruning, us: her- vesting of those crops. ACTIVITIES c Varsity Football, Baesball, un3 Track. Corr ent3y enjoy skiing, tennis, biking, sw+iming, and hiking, X*nbertrhip in aeveral profoatio.nal and i civic organitations. REFShLi:E;'3: 'All be provided upon request. r f i� I REQUEeFOR CITY COUNCIL" ';CTION N4 Date .___ August 21, 1981 Submitted to: Honorable Mayor and City CouncilJ/ Submitted by: Chorles W. Thompson, City Administrate f/`f� E�',A J i A D by CA Prepared by: Vincent G. Moorhouse, Director, Community Se7v1 .s ' t Subject: OIL WELL ABANDONMEN'r ON HUNTINGTON CE RAL PARK PROPERTIES dW ;] Statement of Issue, Recommendation,Analysis, Funding Source,Alternative Actions, Attachments: STATEMENT OF ISSUES Prior to any Wve opment in Huntington Central Park in the area south of Taylor, there are five nanproducing oil wells which staff recommends abandoning. RECOMMENDATION: u r ze sta 1 to odvertlse for bids to legally abandon subject wells in Huntington Central Park and to transfer necessary funds from the Park Acquisition and Development Fund. ANALYSIS: Five oll ;;oils, known as Brooks h8, Curtis tfl, #2, and ff2A, and Bruce Oil n9, are located south of Taylor Avenue, between Edwards and Goldenwest, and are the cniy inactive wails in this undevelopocl area of Huntington Central Park. On November 17, ,9W, Council directed staff to cenduct a study on the feasibility of reactivating or rasing three of the five wells (Curti! if I, Curtis #2A, and Brooks N8). Letters of interest in either reactivating or leasing such wells were sent to seventy firrns with only swam replies of interest. A legal opinion from the City Attorney's Office with refers-we to reactivation of these wells, identified the noted for a basic title search to prevent the City from Improving someone else's property. Title repo~is Indicatnd that the City hos, in fort, na vested Interest in the minerals or subsurface mineral rights below a depth of 500 feet. It is departmental policy to clean up and remove nonconforming um on park land that presents a potential liability to the City. This department Is concerned with the structural conditions of the well sh oft%, some are above ground while others are at ground level, therefore, providing an attractive nuisance to the: public, especially young]er children who may he in the area. The estimated cost for such abandaiment is $6,000 per well, for o total coat of 30,000. FLWING SOURCEt Park cqu s t on ana Development Fund, current balance is $'2 ,-31G,292 as or 7/31/81 . ALTERNATIVE ACTION: secure RreroTZR s surface rights to three wells and reactivate either by contractor or city. ATTACHMENT% Brno to a�:T—ea IN. Thompson, City Administrator 113 VGM/VMscw No 4161 CITY OF HUNTINGT " RZACH 4; INTER-DEPARTMENT COMMUNICATION To Charles W. Thompson From Vincent G. Moorhouse City Administrator DIrextor, Community Servictts Suhf rot OIL WELL ANWDONMENT- Wic August 17, 1981 HUNTINGTON CENTRAL PARK The purpau of this memorandum is to provide background Information regarding the r000nvnended odaredanment of five n unproducing all wells to Huntington Central Paris, locaitt:d south of Taylor Avenue between Edwards and GaIdenwast Streets. Gi Ockkw 21, 1981,Vick Morris, Department Analyst Sr.,of this department, along with Rick Grunbaum, Fire ;protection Specialist, met with representatives of the State ©lvislar of ail and Goa in I," Beach and obtained the following information: Curtis 02 - Proved to be a dry well. Curtis 02AA - Hod a production rate of two barrels of ill per day, howeveer$ records show lice well is plumed with comrate. st*a cs #(l - Hod a production rate between 5 aid 10 barrels per cloy but has experienced a series of problems with loose sand crud useless production casing. Bruce Oil 09 - Proved to be a dry well. Curtis 0 1 - Had a production rate of 80 barrels per deny, however, the well hess been plugged with eavrete at various depths. Mr. 0Illargl,Slate Associate Oil and Gas Engineer, lndiccted that clue to the condition of these wells, the:cast to reactivate would be greater than if new wells rere drilled. Estimated cost to drill new wells is beetwetwi $?W,000 to $300,000 each This Information was submitted in a FICA to Comwii on November 17, 1980. As a result, Coumil directed staff to conduct a study on the feasibiilty of reoctivatleg or leasing three of the we'll%(Curtis #2A,Brrm'rs #Pi and Curtis 01). A letter of Interest in either leasing or reactivating the wells was sent to 70 oil opivators. Oniy seven Interested repil es were received. next Page. Please . . . Mr. Thompean, (2) August 17, 1981 An opinion was requested from the City Attorney cs to whether or not these wells could be rec+ctivated since the lands on which they ure located Here purchased with County and Federal assistance. City Attorney's response was that a Mfinite conclusion, could not he reachisd without a baste title scorch. The problem with re,mtivating the existing wells without first obtaining ownership Is that Ow Ci.y could he improving someora else's property, Title reports have been prepered which indicate the City lice no vested interest In the minerals or subsurface mineral rights below a depth of SCE feet. Therefore, it is the rtcai *Watlai of this depirtment to IeWlly obandon all five wells in Huntington Central Park aW to clean u*, the area and remove these potential liabilities. VGMuw j, 1 E i BEST PHOTOGRAPHIC REPRODUCTION POSSIBLE, DUE TO AGE AND CONDITION OF C?RIGINAL DOCUMENTS ?�. ..+ ..�...'., CEPAF2Tr.1f-N'fi1l. i.lE.hlD121LNDUh1 uua,•a.u»st�, To Vincent G. I-loorhouse Fr'°�l Virk Director UeI a ti,>lj�'A ialyst Senior Subject NUiJI1NGT0il f.CtltRAl. PART: Date llctoGer :'3, 19C0 OIL_ ''WELL REPORT On October 22, 1980 Rick Grunbaurn of the Fire Department. and r.yself rr.ut with itr. liennan R. Olilang, Associate Oil and Gas engineer, State Division of Oil and Gas, Long Beach office, 7herrr are five wells in tJuntington Central Park which were researched and the following report was prepared. FI I STOR Y Curtis Uumber 2 • Original o.mer- was Selby, Root and Ilugue. They transfer•ed ownersh�n February 1, 1939 to the present owner, F. A. Burkett and A. 0. ,Moody, The wall was first drilled o-i February 13, 1923 to a depth of 3, 971 Feet which proved to be a dry holly. Record'; indicate that no drill casings lucre ever put into this hole, records alsro stipulate that the well was never ahandontd; more likely, the hole no;i has collapsed. Curtis Humber 2-A - Ownership and transfer are tho s am.o as Curtis Number 2, 1-F w,ass-d iller, on Play 17, 1923 to a depth of 4,989 feet and .abandued on Auyust 2.5, 1941. The production rate at that tir,a was twa barrels of oil per 'Jay. State recor;ls I n"A l cats that the wall has bum pl iryged with concrete from 2,620 feet down to 2,640 feet and from 787 feet dorm to B15 feet , r'r00%s Number 0 - Union Oil Conpany was the original o.rner acho trarlsfered is to ii,* jir!-s t caner, Armstrong Corporation. This >;;ri1 was first drilled on Janu.rry 25, 1923 to a total depth of 4,989 feet and on October 21, 1947 a:�s abandoned, The rate (if production was betwe-un f ive ,and ten barrels per clay. Records indicate that this Bell has had a series of problems with loose sand, "IS well as i:he production casing is useless from 3,44ti feet to 4,898 feet. This may be the reason along with low production rate for abandomlent. This ball has been plunged with concrete from 713 teet to 733 feet. ' Bruce Oil Number 9 - This well has belonged to Bruce Oil Cm.pany since it ryas fir�f�d`ri`(Ted on March 31, 11?7 . Total depth i�; 4,357 feet. This well never produced oil and is recognrz(!J ,s s dry hole. This ti.ell was pluUged and ahindoraed on June 17, 1943 v.-ith concrete frc;l 292 feet to 1,343 feet. F r u a thereon it is filled with junr, duwn to 11,375 foot depth. iii Curti, Numb I - Originally owned by tdiller Syndicated than transfered olwnershlp to ir. A. Burkett and A. 0, Moody on Febru,ry 1, 1939. This well was First drilled on October 5, 1927 and had a production rate of 80 barrels of oil per day. It was never Officially abandoned; ho-aever, concrete plans were placed at 1,137 feet to 1,169 feet; 3,205 feet to 3,303 feet and 3,994 feeL to 4,060 feet, next page, please HCP OIL WELL REPORT -2- October 23, 1900 SU11MARY Of the five hells In quostion for possible reactivation, th►ire are No «ho pruve to he dry hoins. One with a 19,11 production rate of 2 lvirreis pet, clay, nnc with produr:t inn rate of 5 to 10 barrels per clay as of IN/ wh i ri, included a sand probltsr', and useless production caring, and finally one :roll with a production rate of 80 barrels per (lay. POSSIBLE REACTIVATION According to Mr. Oli1ang, the present condition of these wells would not warrant reactivation but rather the drilling of ne.v ones. fhe estimated cost to sin►- new walls is between s2t,0,000 to $300,000 per well , not including the preparation of the geology report on cacti site, There are, in fact, several sources of oi ! in the vicinity of these itvl)s, such as the tipper, middle and lower Bolsa Zones, and the upper and lowev Jones zones, as per the attached map of the Huntington Beach nil Field which was prepared by the state in 1950. At this point in time the quantity of oil still existing in thoso zones is not known; therefore, the City could expend well over S1 n(ill ion for a very small return according to previous production rates for each well . OIL RIGHTS This information can only be obtained frail property deeds at the County Assessor's Office. A person ►vou)d have to trace the original deeds to determine otl rights. Thl; research should tau conJucted only if the City is considering reactivation or drilling of new wells. REC01-NENDATIGIN In my opinion it is not in t)tP- City's financial interest to reactivate or redrill these Wells based on past production rates and present day cost of drilling, Me.sh Attachment � . 1, I . I �S'lECTIONAI DISTRICT MAP 34-5-11 � CITY OF L[9tN9 ta;.r rwnN w►a�.n.rr HUNTINGTON BEACti ORANGE COUNTY, CALIF011NIA USE di' PROPERTY r AP j J � - _ �('•.�`.' ,-��''`�1 � �.;�! _ _" '"" '�� wm�. vex- .Mow ,►,.� Cliff TM141,11 1 tot i / .,:7 i!�I;(;'I; I ,;� � tit��l11i',`�` 1(�I I``i ( �r�► ,.__.��••-�L,i�rt,, r,..ss�errrn rexs«.et...r�1.�Itt r—�'------- J►v[. T� r Oki 101floamamm CITY OF HUNTllr GTON ■ELA:M INTL,R-DEPARTMENT COMMUNICATION To Charles W. Thompson From F. 0. Arguello City Administrator Chief of Administrative Services Subject Request For Abandonment Of Five Date September 1 , 1981 Non-Producing Weals In Huntington Central Park FiR / 81-68 In response to the Community Services Department, 1 am hereby submitting a Financial Impact Report relative to the request for funding the legal abandonment of the five welis In question, including the attendant cleanup/removal costs thereof. It has been reconnended that an appropriation in the amount of $30,000 would be required for this project. Sufficient monies are available in the Park Acquisition and Development Fund for such purposes. If this expenditure Is made, the Park Acquisition and Development Fund balance will be $2,088,60, which has not been adjusted for final FY1900-81 entries. F. D. Arguello Chief of Adminlstrati" Services ;r. FIAIAIVeg `l; I, ! .1 ! i w � i I CITY OF HUNTINGTON BEACIi fiNANCIAL IMPACT REP017 Project Name Request for Oil Well Abandonment in_Huntingtun Central Park OescrtPLton R !d City funding necessary to effectuate abandonment effort of 5 inactive wells in Central Park area. 1 . DIRECT PROJECT COSTS 1 . 1 One-Time Costs n,n.�r .wrw an 'Turn`, F c-11 [Ac5ulst.tIon Construction ties !" u1 m*nt Jt4ar Total Cost .� 30,0�00� 30 000 1 .2 Recurring Annual Costs rot one ate" a s a _1ruTsId77 P olI Ise r nnel S 11asvi� s �P v n o 1.3 Raplace►mant/Aanawai Costs j N/A 1 r+�rw./w..w.i1■.o.�.�-r ��sr +■..ww.q-�I...�.�� Ally- ' Z. INDIRECT COSTS `I Loss of earning power on expended funds. + 1 �� --� r ■ ■ -r�....r .. ■...�n+.�r...r.��+..+•.�wA■�■..Ww-w-M..w�w.�.Yirww■AYbir. INN :i ' JI 1'll♦1Mi./MM-./RwY�+.wr�.r.w..wHIJM.W.YM L..N!M..N�L•.L.M..w.w. -�..-...� ...... ... ........ .v.n...+.... J .rw...•.�....�.�....��M-•...w•«w•w.wtiw.�ur�vM.ir��r.� / i f . Finencla) impact Report. • .` Page 2 3. NON-DOLLAR COSTfA N/A�,.......,.,.r._.__..�.. _......_._...__...._ .__.............._.._.... 4. oval'ITS TO BE DERIVED FROM THE PROJECT Mtl t id low for Cost lance Ntth dep&r men,_ta1 pyl lcY insa.fgC as the_claim aruL ,r„ removal of noncqnformina uses on panic lan th� ,,en)a,1,1,JAILI 1 t'XCy„,,,� tl Gi ty. . Ei lminate unsightliness of ,the shef Is. .,.�..._. ...� _... ............,. ..�.�..�..,�.._..�.�,....w....�.. 5. PROJECT USACE Daily. , w+�..�w•uw�w/l�wr�ww�r.w�.w�w.w.W.w��r w..wr.��wr ..Fw�•�.wr•w�A�w•w .rwwn�r..�r.w+.�_w.w�4W�.. 1 1 6. EXPFNOITURE TEMINti Su�bsnt to^ C� tttr Council approval . ' •. .n.ga.�.�.�w�Yw+.w1.w.�rrw ry.�.�.,.•.wwW�..w..yywi.�w�wi1.+..�� �V� T. COST Of NOT IMPLEMENTING THE: PROJECT €' Potential for 11 ligation will rem,In,_part lcularly with act to the possibility !' of 6lidren playing in the area. ; �--� ._......_._.,.., REQUEe. FOR CITY COUNCINCYION DM July 10-19981_ Mk dto: The Honorable Mayor and City Council V »ittrd by: C'narlea W . Thompson, City Administrator 4 6 b ftgwedby: Vincent 0. Moorhouee, Director, Community Serviced Subit: Acquisition of Encyclopedia Lots- ct ,oVNctt. k ant of low, Rsoommen:.',dWn,AnelyWs, FurWlnq soui a@#Af wnjWV1 Arno Men : STATEMENT OF ISSUE In order for twenty-five acres of land within the designated bound- aries of Huntington Central Park to be properly utilized in the future , the city r.eeds to acquire through eminent domain one hundred seventy-nine encyclopedia lots to be consolidated with the ninety- five lots presently owned and the twenty-two lots proposed to be acquired by trade. REdOMMENAATION Authorize acquisition through eminent -domain of one hundred seventy- ' nine encyclopedia late (25' x 2121 ) located north of Ellis Avenue between Qoldenwest and Edwards Streets for the purpose of expanding the size of Huntington Central Park. ANALYSIS Council minute action on January 20, 1975, established Huntington Central Park boundary as 660, north of Ellis Avenue with the acreage between the boundary and Ellis Avenue designated as open space. In considering tax title acquisition of several encyclopedia lots north of Ellis Avenue, City Council on November 14 , 1977, designated all small lots north of Ellis ea a future part of Huntington. Central Park. Council Resolution No. 4853 extended the southerly boundary of Central Park to Ellis Avenue for the sole purpose of conducting planning and feasibility studies . Withii. the subject 11.56 acre site, there in a total of three hundred encyclopedia lots. The city presently owns ninety-five.,. The State of California. owns four lots which may or viny nor. be Roquired at this time due to ::he rive-year redemption period on tax delinquent property sales. When available for acquisition, the estimated cost per ' lot would be $1,500 or a total of $63000 . There are one hundred seventy-nine lots which .are privately owned. Estimated acquisition cost for each lot is $63000 or a total of $l,074,000. MG Wet .�7'.a.IC+�.P.�iit�� T �:.'•+i:v1 V+i•:tii.iCiC:;1•.r..:�11. :.', .r: t• :r v a.,';.G. .,:f:.:,R:tL�C'lw.ir,."I,iS'::7 it+1:l .:.asTrz'fii5'.��'','. � it • There are twenty-two lots north of Ellis which are owned by Mr. M. H. Morrow who has expressed an Interest in trading said lots for twenty-two lots south of Ellis which the city owns. FUNDING SOURCE The total estimated acquisition cost of the 183 encyclopedia lots is $1,080,000. Available funds are as follows : 1980 Park Bond Act . . . . . . . . . . . . . # 6360436 Roberti-Z'berg Program . . . . . . . . . . . 120 034 1974 Park Bond Act 80544 Park Acquisition and Development �uW 235,486 $1,080,000 ALTERNATIVE ACTroNS 1. Continue to acquire encyclopedia lots as they become available through tax title sales. 2. Discontinue acquiring the lots and let those that have been acquired revert to the State. ATTACHMENTS 11. Memo. from Gall Hutton, Subj.: AeQuisition find Eminent. Domain , Procedures for Huntington Central Park 2. Excerpt of Council Minutes of 11/14/77 3 . Memo from Bill Holman, Subj : General Plan Conformance City- Owned Encyclopedia Tots 4 . Notice of Determination 5. Excerpt of Planning, Commission Minutes of 5/20/80 6. Map of area i �i s 77.. 1 i mw- BEST PHOTOGRAPHIC REPRODUCTION POSSIBLE, DUE TO , AGE AND CONDITION OF ORIGINAL DOCUMENTS nnoarz�rmc.�rpill r• `` .. / '. . , . . L yr, I � +' � ' � ,8 .•y ,. ►►i �:•i4•� � �•1 .r, .,i l ' � r .�1. 'itTl'f T,L .{-./tip �'• •.' j. I �t 1. �• � h ;'', l , � .L �.SI��'���.�' StiJ, ?a.C. f ' !� ' '�►, r .1,�lZ� F �f, +�P��ol, °1,r. , �rC; ,•_ /• CITY OF NUNTIMIO ,DRA'U ,. . k• t� �r� INTER-DEPARTMENT COMMUNICATION , i �'�" ' ''�• t i ',� -• IluwtwGtcl•l�ucN ' , 1 f y ,,:• ;1; '� ' t iF fj• sr ' '•�tl�Y. r 'r1t'�ll �,.' 71,.1 'l, ),'y r ; '. {�'P!'1yi� r,. f t '/ n 7 S� ti�i/ yell d,� :T y,a f ' ' .- r: ; t •'ll ., ,,r r, , ••il , .• 1 r p .r . .w•..,.. ,+ •� .,. / .!l "'".•From •� t y,ri 1,�,��` I".., '.F /s1,T&I ,Piaceat:MGt'.rl orhouaa'!t ° ', t -c Gail 'Hutton' ;,.. J t, t ,►,' ,4 Coteswnit ,'Services Director',.. 'f !,'; ':, City'Attornay r ? ,..";� r'► +t, .e r �'�''� eci AYP ,Jt3,yC,Davia-Public Works', VMorrie-CoamsSiry � '. Sub act Ac uisi ion and Eminent Domain Date July 9, 1981 �' �±f� , '!,1►•-��' "'fit Procedures for Huntington Cen_Cral''Park .. �• �, , I� t�+ t ,�, y, • • � 5 ' , . ,l, . ` •t :�.• 1 . ' `,1 '.'i. � r t f 1 ' 1 � lis-'It ttl�.T,; , Puirsusnt ,to the Yaquest'by,,Vick Harris,' Senior'Daparttaent Analysi ac4 altion by';yurehiee'd and eminent •doaMln .procedures to acquire encyclopedia lots for H.C:P. areas follows: L. Ob`sia{independents;Cam:approisals and!:ebcurer'ilt ieporti'-•"liti�Ytian Suarsntaie", r .� "•;,�„ ;. s� •..'� •,' :.! ' :,...ri-� , tya ` � . .T• { .I S� �'.�.� jy•. , 'f ,'�G,�a '!►� •v r . .;'�2.-' Obtain'a' determination from tbe,planning Cotmniiaion! 'thak ,the proposad, 'acquiiiiion ►'is in conformanco with the general plan. ' ,t ,.y, • . 1 ! .-r,._�� '. -, :.�. •Y;��1 ,•.1 .. ,. ,V a -l`� '+, �.: '.!- '• r. •. rs,.fd�''�' : '3: .;Torsai"offer to'aequire me be..tasilwato`ownera. at W.'as app:aitiid;+ ttNtaotiatiob` r through a city land acquisition,agent 4. When and if efforts to acquire by purchase fail, the City Attarnay'e office son'di out required notices by first clantr mail to each owner of record whose property is to be acquired and shall state a1L of the following informtationt a. Intent of the governing body to adopt a resolution of Iecessity, b. Legal descriptions and diagrams of the property to be acquired. c. The right of such person to appear and be heard on the mmttt:r at the noticed hearing. d. Make clear that the hearing must precede adoption of resolution. S. Prepare a request to thin office requesting the preparation of a Resolution of heed and Necessity for Council approval and a copy of City Council procedures for hearing on the resolution. A public entity way not commence an eminent dotts<in proceeding until its governing body has adopted at Resolution of Necessity. The governing body of the public entity may adapt a Resolution of Necessity onl after the governing body has given each person whose property is to be acquired by eminent domain and whose name and address appears on the last Equalised County Assessment Role Notice and a reasonable opportunity to appear and be heard on the matter. Objections will only be heard on the "right to take;" objections to the PMV offer to acquire will be the subject of later 1'iti2ation. b. The public hearing is head. Resolution shall be adopted by a vote of two-thirds (file) of all the members of the governing body unless a greater vote is required by statute, charter or ordinance. 7. Eminent domain proceedings comence. 8. Relocation assistance must be provided if necessary pursuant to Gant Code S7260 at. seq. (residents, businesses, etc. ). GH:mcb� .1,. i .)'.tvl' :'': - t' •'rsr; i 'Ilnut - l l J14/71 1'1,II,r. '11y; tll::.'tlfiSfoil III!,wt.,-,, cointrfl 111,1 tit nfr, It mot IIt111 war. mAtle, I+y PACt1113tN1, :;,•rc„u;r!,l by t:lhh!l , In 11111loint Collilr.ilman Ste.l►rrt trt thr! Julnt .",lilectlnn Comilit( iu, tut;l'II ,'r with tilt' Illailtllnl! Director, r('I:Ardinl; the tlralll;L• (;uunt:y 'l'rnnnpartntfon til ,-ri-Irt ''t re,imcilL for Pri+lill-ml for limIL1111;tOn lienali i'rnnarortation Locat:Ion "tutly Agreewrnt', to rime' betwaett tluvcmtier 15-21 . 1977. Iluticin citrrted unnntmously. 011NINA.I CF,1:Uw?7.13 0a:FI.*I(I(1,II Atoll l(1/17j27) '{_AIILIaf PRIDItit. FtiKriiFR Symy 1'lic (:it y Cler'% press-tited Prdlnnnce 11n. 1?11, which hn11 hems deferred rram 0111 lirtillwr 17 , 11)77 I:uuncl l im-m hq, - "Art 11KUIVA:tt:F (11' 'tHC INTY COUNCIL (W 1'111, CITY W' M1111'11,M111,11 It1;A1:'1 AP1MMINt; Slii711101.1 1.12. 121) Till..HN F 11.'If1'AINING TO 711F; KGIa'IhG (IF FV,41. AND itimmuni.- I:minr l twntialt (;1 hhll i1t,1t et! t1mr, tint 1 lint! 1•ei•ii receive'' on Oils hatter. Stla frtntl!d ►'' ahe 111'i ICItVol t.Ite, (IrilIn:l Ili-r shine III lit•. Icsn stringent hilt! tIInI. more antmnln nlimIit he {+ennit vil, :Intl ti!1,• cited Ili l+nrtictilar the woman (tit which aha hurl raferred to nt n previous meal fill;) Who had to ImiV. Lilt., ctty becatme tthc cotildn't 1:vep the gent which !alim imcd for ril lk for her children. Cuuric t Iman Shenkinnn atated that 'her•' would he inure comptaintn were the ordl,tinncu loosmiad. I rrl I►�'-in1; Purr her t1 t etinn itut, ,t pint tin wnq mide by S lr•t►ert , s ocoilded by 41tader, to t.-otle ordinance No. 2233 licndtnl; further sttldy. licit fun carried by the fullow- Ing vor.c: AYES N1rt iotI , +:Iotler, SIolmrl: 1;t 1i;;;: l:i l+It•: , I'hP l 11in0111 +1''` � ,11�il:al': is•!'n, !:itolly.m:111 , 7'M'I ITIX Iml- Mill'ISI f fill.' _-�Ililrll 1r:(_'1't►N CCIIi ILII.I''1I;I: I:IIA:;I•.• I ;i_ r11'IIIMV1:11 I it ': II ; i:I••r,' pri! . .nI r,d .i t,ismrmitIrnt iu;t !ruin the, kro'1-1!11( (tin caul I'mrho It1:(•e,i fir ' r,•r tr,l l u;; t it,- :Ictltl Is I t'11.11 ++i 'I'aY 'I'11 11, 1111.!1 w1 1111 it 1'il+l sl, I I I elf 1111111 111101(111 Vent.1.11 Pa He lln• r•IIy Alin IitI trittor 11r tit ight Cpunch lilt-Ul-iia lilt tilt! mniter mid dlit- t -I!y:;II it fill••t1,"I. 1"l�} it►it ';.1 I,v '41t'rif•r•, 5,lrtitt•led by IIArtlr'tt , 11i:11 I:t'llllr:I I dt!ill',111tt(! flI i i h►, r v,i I I I •r rs nsiri h oil' VI 1 1'i hVi'mit. n!i a rill:►Ire It 1 rl, ,+i" Illlut i nl;tun CrllIx.-O i'nrk rititl rlrt:e,ltt ►lt(• of ri.i• from the, ':mint;; of (1rmogi' to ariiu l re night (i!) lut n (25' x 112' ) .(thin lilt: ntv!n for 51110 elicit ($5,600) . licitltni i-arrltld by the follarftp, roll c!iil e: II.11't IIO l' , I; el 1 ler C111h!i !;1011!11 I'att 111,11111 i . 1lIISi:lti•' to"mill :;hcrtl r.,stn 1'1'.til'11;:1•t1 l:i t"it:t.l: VA1'11 - 11'llt i aA PARK DI;1'Ff.it;: 1 't'O ll:flr.,ln t. II+Ftlt !I moil l licit !:he lint) ri!eelvelt it al;i':1hlr lletlt inn in tsulilltirt fir IN. 1,i4:yelt• rnth a111•11 Ctrll,it:: illo :naq,tin iminitior•:' aim, t' t.lit! tiorrlt alt!c nr 1;etinrrr . . , : x A1romie•, wlll1'h rt'ntl Ortt lilt- Itltlll-1.!%II"111111 ave there In Ili, :1 ff! r111,r t• ' isr tilt! at:udlmnt •1 :ii. thi! lrri-twnt time,. lit urdr•r to- wave the tnsainyer;t iiitt:t-y, till;' I'fcyri•• rokila rlluttlsl lit., 111lit.mlled r,rw willle 011. 11,I0• ?i(IJ.1velit t•h iIA1.1fin 11101 'i' :�c1,,+ttl 1!t i•t ;711; Iir`t't•it+l,r"1 , !;Ili, nt'rtte'I Clint It t.':1'1 IIPt' I,lut,•i't11n11t1I1i:; them thi•rr' •�1t1 t►I,ul +Itr ,I Itl ryr Ir 11,1111 tit he put thl:re evelli1 Ifni I%- mil flip ct' it tintimiltld by ;�• t h,! Ili it :�' h►er,,, l 1►intrlct . � 4+` i, 1' it �' ' �f1f%71tNt1RlliMl+'Prw.w..r..w-•w+r.wnw.w-�.Mrnw wwr�ruspl.y�uy4•MtM•'.+',•�ww..�a•M r+w�ww-..++,w..+-...w..++w,�MM t • • f 1J148IV CITY 019 HUNT111070�! BEACH INTER-DEPARTMENT COMMUNICATION MUhI04C. M 11401 To Vick Morris Front Bill Holman Subject GENERAL PLAN CONFORMANCE Date July 9, 19131 CITY—OWNED ENCYCLOPEDIA LOTS On July 7, 1981 the Planning Commission found your request to declare, as surplus , 23 City-owned encyclopedia lots located south of Ellis Avunue between Edwards and Goldenwest Streets to be in confor- mance with the General plan. this item may now be submitted , with appropriate environmental documentation, to the_City Council for final approval. p j � yi , F1 L LU a,OTICE OF DETERMINATION MAY 2 919DI ' f lf[ & UliANCH, County Clerk NOTICE IS HEREBY GIVEN that a determinati n has been made with respect to the below cleacrrbed ,j' f--�-°�Pu� project, t APPLIC.A14T City of Huntington Beach/Cot►►rnunit.y services Depar-trnent ADDRESS P.O. Box 190, 2001 Main Street, Huntington Beach, CA. 96248 PROJECT TITLE NQ 81 17 PROJECT DESCRIPTION To acquire l79 gnoyclonadia_ InLa LOCATION Goldenwes end Ellis Streets The above described project wan% APPROVED ON DISAPPROVED ON . ` tD iscretfonar Body ? Tho project will, will not, have n significant effect on the env xonment. IE approved, having a significant effect, a statement of dverridding Considerations is attached. ( ) An Environmental Impact Deport was prepared for this project pursuant to the provisions of CEQA (EIR I ) . ( �) A Negative Declaration wag prepared for this project pursuant to the provisions of CEQA. A copy of the negative Declaration (Environmental Clearance Report) is attached. . Th@ EIR is available for review at the City of Huntington Beach Department of Development Services Environmental Resources Section. DATE MAILED: ��'%'1 - .a•+ SIGNED: TITLE: IMOVA 1 Date ��ht1(`.r7!�F:'r�t.rue�a4...y,rt.r_, o►T,:r.7 n` -,. .Y._ �:.. i: '1 r. y....r ¢¢,,�� �.•.-r...... � 'i i�.= ,,.j:',,y i. _t. �),i:•S 7Srisrrn;i+C�..n�Pla�y"1�'iry��� _`,"'+.wyM''�'���r• I Milli(`. 1I 19HU , MINUTE'S 1 HUIJTINGTON 131:AC11 PLANNING COb1M1.13SION f.7 Council Chnmbrrs - Civic Center 2000 Main Strant Huntington Haach, California TUE SDAY, MAY 20, 19a0 - 7 :00 111.1 . CommISSIONI.RS Winchcll, Kenefick , Bazil, Greer CO!'>!`IISSIONORS AIISLIJ'I': Porter, Bauer CONSENT CALENDAR: The minutes of the meat.ing of May G, 19000 were Gulled from the r consent agenda fur separat.c action. 1 ON m17'rION IIY WI NCIIELT, AND SECOND BY KENE YCK 'MIN MINUTES Or MAY 1 6, 1900; WERE A1111ROVEI) AS THANSCRIDED, 13Y THE F LLOWING VOTE; AYN'S: Wincholl, henefick, Daril t':t)1::3: 1•rolta AV-';I;NT.* porter, Bauer ,11�5'!'r+It1 t Greer 1 7n r. c::ponr,c: to (1U05 3onintl tram Commissioner. Kr:neEick as to the' difference beLwcott the conformance 1)rvsrnL1y before the Commission ' EaJ- tli(! .-jciiuisi.L.i.c)n or swall lQLa north of Ellin Avenue and tho rwjpost which war. Lnbled at a prior mevLin�jt Leytal Counsel Jim reorcat:n explained the differences in prer:cut zoning, General Plan designations, and purpose of the t)ropost:d acqu.i.;ition; which make .it possible for Lite Commission to act on the present request but not on • the prior one. ON MOTION 13Y 0W1HC11rL1j -AND SECOND BY GRECH THE R.SMAINING .CONSCNT CALEplDAR, CONSISTING OF A F-TUDING OF CONCOIttiANC1; rOR ACQUISITION OF SMALL IOTS NORTH OF ELLIS AVENUE (CGr- 00-7) , RI.SOLUTION 12G0, AND RESOLUTION 1257, WAS AI7PROVED BY THE FOLLOWING VOTE: AYLS: tiinchall, 13axi.1, rrcer NOES: No11afi c): t Ai3SI•,ti'r: Porter, Bauer A11STAIN: None ORAL CoMI-JUNICA11'101-18 ! I None �- s i •iM*M.M F.w...wV+r..r._.ter-+ .... ..... .w....��.....-.. _... ..—....�..�. .ir....-r�•�....._.- .w...ww...r .✓w.rw.+...�r.r.M.w.+.+./+'..M.'M,� 1 ' 1 s - c*riONAL DISTRICT MAP • 34 5 11I..1 ( ram► (.�IT Y OF LEGEND II!01,IM•11~.I,1 Isola, UNTINUPON BEACH ORANGE COUNTY, CALIFORNIA USE OP PROPERTY MAP i r,li• IF = y'"' L;1TIi�Ia r�4.ii:(_1ItAs. r JI.,, LL '' ; V i.,y 1 !'trl L� CF'R or 1 %lei Iwo v lab iA faNnr itLD Avg +lx�i:��t'�r;ii�•i1•'I�v,aLtn•:ca.a•,�•,.� �.r.........•.-.....:...r+.wr.•rz..+.�-1R�..•a.evx.r:in-.z.�r•.'1'1�:.iiw=.�l'�� ipM,os''�Mr► /