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Warvi Construction, Inc. - 1992-04-20
n 6 1 .4 CITY OF HUNTINCTOM 9 INTER-DEPARTiMENT COMMUNICAT 1 y�.�' r fir, f �•�� ' . .#r 4^1 ��JI4 r• •1' 4 ti - a �. f/ v - f r . 1 v ,1 y h 41 `� ♦ l 1 , :•Y � •� rim r�>. H { im tr t iK FI a � 1WHEN RECORDED MAIL TO.: 4'TY OF HUNTINGTON SEAC14 Orifice of the City CICrk P. 0. Box 19U N1m±ln.dan Br.ich Calif. 026AA CONFORMED C , — Not Compared with W161f.-i NOTICE Of COMPLETION 9C-85014T NOTICE 15 HEREBY GIVEN that the contract heretofore awarded by the City Council of the City of Huntington Beach. California to Nai`vl Construction Inc., Ceneral ContractQCs. 15111 6he++ical Lane.. IC, Hunti:xZten Beach, CA 92649 who was the company thereon for doing the following work to -wit: construction of Main Promsraft Parkirq Structure - Dcwtown Public Rest:rooma, CC-835. Oorier: City of Hurntington Beach 2000 Main St. Huntington Beach, CA 92648 RECORDED IN OFFICIAL RECORDS site: 200 Main Street OF ORANGE COUNTY. CALIFORNIA nature of Interact: Real Prgxrty P.: 0M. DEC! 1 1992 That said work was completed by said company according to plans and specifications , t2-y3U+ &4ReCOfdu and to the satisfaction of the City Engineer of the City of Huntirgton Beach and conpleteG ..�� �f ,p that said work wasfaccepted by the City Council of the City of Huntington Bea=h 1"- yV.{"e-tj at a regular meeting thereof held on Mofeday, Dear 6, 1992 7" That upon said contract the RTIorer Insurance Company was surety for the bond given by the said company as required by law. Dated at Huntington Beach, California, this eth—_ day of Docarber 1992 STATE OF CALIFORNIA ) County of Orange ) ss: City of Huntington Beach ) Connie Brockway City Clerk And ex-o l:cio -erk of thq City Council of the City of Huntington Beach, California BY: 1.�.; 4. e__2az-1 DeAty 1. CONNIE BROCMA.Y. the duly appointed and qualified City Clerk and ex-officio Clerk of the Cit.+ Council of the City o' Huntington Beach. California do hereby certify under penalty of perjury, that the foregoing NOTICE uF COMPLETION is ;rue attd corrE'ct, and that said NOTICE OF COMPLETION was duly and regularly ordered to be recorded in the Office of the County Recorder of Orange County by said City Council. Dated at Huntington Beach. California, this 8th day of DectTber , 1992 • Tbii doeusiont is solely for the * official business o: the City of Huatln!ton leech, as Conte*- plsted under Ccvernmunt Coda �4 .. Sac. 6203 and should be recorded ". Mee of &arse. Connie Brockway City Clerk —and ex-o ficio C erk of the City Council of the City of Huntington Beach,Catifnrnia .7+��« r., ' ''. L' � h 'e : Al yC REQUEST FOR CITY COUNCIL ACTION December 7, 1992 lei Date Submitted to. Honorable Mayor and City Council APPROVED BY CITY COUNCIL of Submitted by: Michael T. Uberuaga, City Administrator Prepared by: 'Louis F. Sandoval, Director of Public Works 5; Ron Hagan, Director of Community Services CITY' cu:x% Subject: DOWNTOWN PUBLIC RESTROOMS MAIN PROMENADE PARKING STRUCTURE: CC435 Consistent with Council Policy? Yes Now Policy or Exception X Statement of issue, Recommendation, Analysis, Funding Source, Alternative Actions, Attachments: ST TENM QF_ISSUE,*. The construction of new downtown public restrooms In the Main Promenade Parking Structure Is complete. Accept the Improvements and authorize the City Clerk to file the Notice or Comoletion. ANAIJ515; On It:.y 6, 1992. Council awarded a contract to Warvi Construction for the construction of new downtown public restrooms in the Main Promenade Parking Structure. Construction of these new restrooms is now complete, per the approved plans/specifications, a.4 therefore, staff recommends acceptance of the project and requests that the City Clerk be authorized to file the Notice of Completion. The final costs for this project are summarized as follows: Council Approved Actual Expenditures Contract Costs $74,300.00 $74,300-00 J- 7, N . -hange Orders 8,730.00 Construction: 9,658.00 (1) Al Supplemental Expenditures 2,909-09 -0- rctal $85,030.00 $82,958.00 (1) Constr=tlLn change orders includcd the following additional work: removing and replacing 79 bouare feet of concrete sidewalks, x-raying the concrete I loor prior to coring holes f6r -trains, relocating sprinklers in the planters to accommodate new entryways, installing "in -use" indicators on the restroom, doors, installing talling one electrical outlet in %he storeroom adacent to the Olive Avenue restrooms, installing a 1 1/2" copper line for water service to restrooms, adding two foot high pony wall above restrooms to conceal exposed plumbing, changing hand dryer voltage to 110 47 "A volts, adding two more fire sprinkler heads, increasing restroom vent sizes from 2" to 2 1/2', and modifying plumbing design to accommodate water closets. J. Flo 5/85 1. n4 " 1P 4. a J, r• _ • MaIr Page r r T► xf i' FumL, 2. ,• ., �.i . 1 1 '• 1. �� } Deny r vNone 4 > •,r� LFFO 4 Ts 3352fl. it- • w 111YY � r{ .1 i 1• • CITY OP RUNTINGTOx BSACR ACcQVNTD PAYABLE DSXAND xxvorCa VENDOR DAxs vRSDOR DoADalt II _(„ I L L J,,,,I tr s s 3lo w q n PQRCRAsa ORD91 ! / a! APPLICAPLN AssrousD sNvoxcar ` DATE Aaaast 12 -- ssXT DATE c1[RCE Ig- J - LLPJ Dsss�esD - -- Accgumv -vuxjNR --- am LJ-Lu -Lu - I ILJ Lu-LJJ Li — Li—i •r I...7rJ — —i — U -' 1—i — Li—i LJ - LJ.J - LJJ -1 _I I I - LJ •- L LJ J- LJJ LJ - L...f_J - L1J - l-- I IJ - LJ - LU - LJJ LJ - LJJ - L U - i... L I LJ-L.IJ-UJ-I YJI I I-LJ-LJJ-LLI 9w,w1LwS� $L-U, I L I • LtJ , • LU C.LJ, I JJ -,,I JL IJ • UJ $1- 1 I, 11 1 filll • LJJ $L L_J. i l l i, L I IJ • LJJ $LU # LJJJ, L 1 1 1 • LJJ $1-1 A _11...1• LJ—LJ• LJJ TOTAL $LLJ, l.=L..1 rS li•,F .` .jai• r fds SM is tD bb W d *0 tW=W Pq=ft t4 UR=dM Or iUld*& _ AV Qm m i=dM MiSbI . 1y A V .r ,,Y..,�, , City of Huntington Beach Department of Public Works P.O. Box 190 Huntington Beach, California 92648 Attention: 9 Subject: Certification of Compliance with Title VII of the Civil Right. Act and Equal Employment Opportunity Act of 1972 Gentlemen: The undersigned, contractor on _ 2AIV u cry Ye 4: ►-r-�cs tAX Project No. Title�-- - hereby certifies that all laborers, mechanics, apprentices, trainees, watchmen and guards employed by him or by any subcontractor perform- ing work under the contract on the project have been paid wages at rates riot less than those required by the contract previsions, and that the work performed by each such laborer, mechanic, apprentice or trainee conformed to the classifications set forth in tite contract or training program provisions applicable to the wage rate paid. Signature and Tit a -�/ PRESWE'N'r ref �:�h. ,�.�.;^: .f.��•' ..:�{^. �K �� .! YAK, •��,. ., f r.. rdy,%:.�dY�,` �,,�C'°}'',.' ',c,'> •7.'�r+Yk,,.I'''y ' y. e4 DULARA+ION OF SATISFACTION OF CLAIMS I, =I TRU0f10N INC. , State: CALIFOMIA ame of on rac or 1. 1 are the general contractor for the City of Huntington Beach, as to the project more fully described in the public works contract entitled rxM-WPCMN pLIaLI REs�Trtoo�a,,,^s� MiNd�►b� and dated Tnr,v ath 1992 PARKING STRUCTURE 2. All workers and persona employe►4, all firms supplying materials, and all subcontractors for the above -mentioned project have been paid in full. 3. The following are either disputed claims, or items in connection with Notices to withhold, which have been filed under the provisions of the statutes al the state of California: (if none; state "NONE") NONE i declare under penalty of perjury that the foregoing is true and correct. EXecutatd at _ 1.593�`Chemical Lane JC ww on this 31st day of nrr6 SE_*i i 19__• S gnatur o contractor - 41 '�.,�.�y.. '�i :,f�i;'°J. y.y..i'• � � "y,7 "t'*`.its; . q ' • � � ;-r dui �'+,"�'�'r ¢r,,'Q';��i o o, h J City of Huntington Beach bepartm+ent of Public Works P.O. Box 190 Huntington Beach, California 92648 Attention: Subject: Certification of Compliance with Title VII of the Civil Rights Act and Equal Employment: Opportunity Act of 1972 Gentleman: 'rho undersigned, contractor on December 31st, 1992 _MIN PROMINADE PARKIM STRUCTURE -F DOWNTOWN PUBIC F PF03ect NO. Title__ hereby certifies that all laborers, mechanics, apprentices, trainees, watchmen and guards employed by him or by any subcontrActor perform- ing work under the contract on the project have been paid wages at rates not less than those required by the contract provisions, and that the work performed by each such laborer, mechanic, apprentice or trainee conformed to the classifications set: forth in the contract ar training program provisions applicable to the wags rate paid. Signature and Title PRESIDENT - �: -.. der' t• .t7 r. - 'b' fie': Y•ti .. •n .4 �M ,y *�1,;�'I Yap'• —. ': �'e��' ��'J,''t•''1 •,;�p COMPI U THIS INFORMATION: RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: 92-8501 A f. Tft I r", RECORDED INOFFICIAL tRECORDS ccl' "�'.q Add. OF ORANGE COUNTY, CALIFORNIA 12:00 P.M. DEC 1 1 1992 Li �s c4u- d.-tea,- itecorder O�hor THIS SPACE FOR THIS PAGE RODEO TO PROUIDE ADEQUATE SPACE FOR RECORDING INFORMATION (Additional recording fee applies) rub �.. 'M •tit.'+^',,,. + .M1,�'... J. ll. :vdf �'r' �M1,��� rill'••` � .. V, ! ... j f ...._.._. f..�-.—....r ��� �ec'�,�'�; tE.'l��.H Ay►t•4„iF�+.�t.l?rl � r' �l^ T , •.a;S ,r,�y 4 'WHEN RECORDED MAIL TO: CITY OF HUNTINGTON BEACH Office of the City Clerk P. 0. Box 190 Htintinvton Beach. Calif. 926AP NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN that the contract heretofore awarded by the City Council of the City of Huntington Beach, California to Warvi Constru%tion Inc., General _pontractors,_ 15931 Chemical Lane, #C, Huntington Beach, Ch 92649 who was the company thereon for doing the following work to -wit: oonstruct-ion of Fain Promenade Parking Structure - Downtown Public Restrooms, CC-835. City of Huntington Beach 2000 Main St. Huntington Beach, CA 92648 200 Main Street Nature of IntA- mt: Read Property That said werk was completed by said company according to plans and specifications and to the satisfaction lofthe City Engineer of the City of Huntington Beach and coffp that said work was/accepted by the City Council of the City of Huntington Beach at a regular meeting thereof held on Monday, Dece "r 8, 1992 That upon said contract the Explorer i r:`aurance Company was surety for the bond given by the said company as required by law. Dated at Huntington Beach, California, this Oth day of December ., 1992: STATE OF CALIFORNIA ) County of Orange ) City of Huntington Beach ) ss: Connie Brockway C�t� y Clerk and ex-officio Clerk of the City Council of the City of Huntington Beach, California BY: DEjMty I,CONNIE BROCKWAY, the duly appointed and qualified City Clerk and ex-officio Clerk of the City Council of the City of Huntington Beach, California do hereby certify under penalty of perjury, that the foregoing NOTICE OF COMPLETION is true and correct, and that said NOTICE OF COMPLETION was duly and regularly ordered to be recorded in the Office of the County Recorder of Orar:ge County by scid City Council. Dated at Huntington Beach, California, this 8th day of December 1992 . Thin document is solely for the erricial business of the C1tT of Huntington Beach, as contem- plated under Government Code Sec. 6103 and should be ricord*d 9rb9 of charge. Connie Brockway City Clerk and ex-officio Clerk of the City Council of the City of Huntington Beach, California BY: c-va - De t .._.. `..,.,.—„.v+�,r�•.,••��'._:"c Y.:'c:�•.�.�.L'nc:J:•.�:,�v�:.JrdNl��-J^.r .., r N 1 �' .try 'Af .1t:,r Y, .+ . I �. �Y' , 1 / � k, t. .,' Y '�� •"! :.. "+1 it +,{ r..•f `. �, -•�� filY.1 Syr t,' ,, r, z. r r?r � WHEN RECORDED MAIL TO: �2-8 Y0' 4 4 • . 4y! F � � � Y - �� CITY OF HUNTINGTON BEACHCONFORMED Mice of the City ClerCompared with tirifilr+,:► Not �O �� _, �.� • ` I P. n. P1oz 190 t4unlinvfon 8,.rcl% Calif. 4264P I NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN that the contract heretofore awarded 6y the City Council of 7— �. the City of Huntington Beach, California to tiarvi Con■tructirn Inc.• G�narol O'.tlet F�t.oril. 15931 Chapical Laney fC, tfuntigZon Ifeach, CA 92649 F+•c fsr+ who was the company thereon for doing the following work to -wit: s 1!r j cm%truction of gain Pmmrwk Parking Structure - Dmmtcwn Public %estroome, CC-635. owmrn City of ft*ington Beach 2000 Msin St. Fkftxrlgt:vtr Bitch, CA 9264E RECORDED IN OPMIAL II19CORM Site: 200 Mein Street OF ORANGE CdUNTY. CAUMANIA Nature of Interest: Raul Prcverty : O 1 D(; •1 1 199 �.. That said work was completed by said compai,y according to plans and specifications and to the satisfaction of the City Engineer of the City of Huntington Beach and • that said work was/accepted by the City Council of the City of Huntington Beach at a regular meeting thereof held on Monday, Decwtier 8, 1952to .il a) F r That upon said contract the EKPIorer Insurance CmPanY� was surety for the bond given by the said company as required by law. Dated at Hu►:tington Beach, California, this eth day of [voentw•r , 1992 . Connie Brockway r Cityand ex- it Cof ' the City Councilofthe City of Huntington Beach, California i l ► BY- zzz c7at�r� STATE OF CALIFORNIA j —'— `+ De ty� County of Orange } 5s: City of Huntington Beach ) ' x A" I.CONNIE BROMAY, the duly appointed and qualified City Clerk and ex-nfficla �« Clerk of the City Council of the City of Huntington Beach, California do hereby certify under penalty of perjury, that the foregoing NOTICE OF COMPLETION is true l` A4 anti correct, and that said NOTICE OF CONPLET10 was duly and regularly ordered to oe .•;:c recorded in the Office of the Count Recorder of Orange Count b said City Council. Y Y Y Y Dated at Huntington Beach, California, this ath day of De:enber , 1992 . This document is SolelY for the k' offictel business or the City Connie Brockway of Auatin!ton Beach, as contes— ty Cl- erk tnd ez-officio Clerk plate: under Government Code sec. 6103 and should be recorded of the City .'ouncil of the City M'�e of eharSe. of Huntington Beach, California n,•n IC t+ Si 41 ��i rf / Y •rl,,.• pp(( r14i w. ow, . " REQUEST FOR CITY COUNCIL ACTION YU& b P60 December 7, 1992 ' Date f Y 4T�•� 1 •V� F.. t.. rr�J I Submitted to: Honorable Mayor and City Council APPROVED HY CITY COUNCIL I Submitted by: Michael T. Uberuaga, City Administrator! Prepared by: %'Louis F. Sandoval, Director of Public Works Ron Hagan, Director of Community Services CITY CLEOR ' Subjwt: - - DOWNTOWN PUBLIC RESTROOMS MAIN PROMENADE PARKING STRUCTURE: CC-435 Consistent with Council policy? ( ) Yes () New Policy or Exception X Statement of Issue, Recommendation, Anelysis, Funding Source, Alternative Actions, Attachments: STATEMENT OF I8�€' LIE: The construction of new downtown public restrooms in the Main Promenade Parking Structure is complete. No Accept the improvemP:,ts and authorize the City Clerk to file the Notice of Completion. ANALYSIS: On July 6, 1992, Council awarded a contract to Warvi Construction for the construction of new downtown public restrooms in the Main Promenade Parking Structure. Construction of these new resth ooms is now complete, per the approved plans/specifications, and therefore, staff recommends acceptance of the project and requests that the City Clerk be authorized to file the Notice of Completion. The final coasts for this project are summarized as follows: Council Apr roved A=mlExoenditures Contract Costs $74,300.00 $74,300.00 Construction Change Orders 8,730.00 8,658.00 (1) Supplemental Expenditures � 010o _A_ Total $85,030.00 $82,958.00 (1) Construction change orders included the following additional work: removing and replacing 78 square feet of concrete sidewalks, x-raying 0e concrete floor prior to coring holes for drains, relocating sprinklers in the planters to accommodate new entryways, installing "in -use" indicators on the restroom doors, installing one electrical outlet in the storeroom adjac:ert to the Olive Avenue restrooms, installing a 1 1/2" copper line for water service to restrooms, adding two foot high pony wall above restrooms to conceal exposed plumbing, changing hand dryer voltage to 110 volts, adding two more fire sprinkler heads, increasing rests oom vent sizes from 2" to 2 1/2", and modifying plumbing design to accommodate water closets. Plo WE •fir P . r i; Q • 0 J.A IL test for Council Action rktown Public Restrooms In Promenade Parking Structure mber 7, 1992 2 nINr. SOURCE: . X -1 V O'l 4L fy fit 7ing wurces: tice of Comple0ti on. z", 4 71k•Al OF "4", . . . . . . . . . . . . me ar► J • 1 ` f I •! 1�1:�W��,�:�.!Iq�y.'',��q�if4*��J'It"',�";Fr��"MI,JISI��v'�.~Yl�T'(1,11',''+�✓'�'t� 1. ��. '. .i� 1 �.:.. '�i'.' ., (1--11 0-y REQUEST FOR CITY COUNCIL ACTION Data November 21 1992 Submitted to: The Honorable Mayor and City Council ry Submitted by: Michael T. Uberuaga, City Administrator�V Prepared by: Ron Hagan, Director, Community Services #-.,"" MAIN PROM:.NADL REST RoaKs APPROVED BY CITY Gf$UNCIL Subject: F . co —1 ty • -C t7 M Consistent with Council Policy? [ j Yes [ j Now Policy or Exceptian JTY L 1 Statement of livie, Recommendation, Analysis, Funding Source, Alternative Fictions, Attachmss*s: STATEMENT OF ISSUE The change order budget for the Main Promenade Rest Rooms needs to be increased by $1,300 in order to complete the project. RECOMMENDED ACTIONS 1. Approve a $1;300 increase in the Main Promenade rest room change order budget; and 2. Authorize a transfer of $1,300 from the General Fund Capital lmprcvement Projects Unappropriated Fund balance to the Main Promenade rest room budget. ANALYSIS On Joly 5, 1992, Council awarded a contract to Warvi Construction, Tnc. for the construction of rest room facilities in the Main Promenade Parking Structure. The approved contract amount included a $7,430 charge order budget. To date, staff has approved change orders totalling $7,158. A final change order for $1,500 must be issued to cover the 'costs of correcting a design error in plans. apecificaliy, the plumbing design for the water closets is incorrect. Since the project cannut be completed without the corrective work, staff recommends that Council approve this Change Order expenditure and, thereby, authorize the Director of Finance to transfer $1,300 from the General Fund Capital Improvement Projects Budget Unappropriated Fund Balance into the project account. Staff is evaluating the design error with the intent of seeking reimbursement from the project architectural firm'} Errors and Omissions Insurance. In the interim, the approval to expend the $1,500 is necessary in order not to delay the contractor and to complete the project so that it is available for the downtown patrons prior to the holidays. No 5/&15 u;,•,,0�i+.,%taS'+{".Ji,+F,4;,,'r�w''':y.. M 10 1 � • 7... ti 1F V 90 #fil �.•�. .. aRt.r �r 'y";. '1r Y;;', h'1r?Y p^y'aS••', .Pf�,i�:,'r v'rt�, �' � ,1 .. •` •1..y:''r,, it,ry�.k•�t+.:. �A Iy. i/iLNl�d'II�aA r Ei . ' MYY41tMMMYW�crm'4 YI ♦ ; AY111A,Mr..V r.w+.1Y.M•.r4M1A YYQN .M7,r IINI J.'.lY,!\•J'•MT. M I I %� f±Y.WY '..r.., 9 1 - E it j �7�tr �r. �� i r ,., •yr k,IR! n ffrr ( E REQUEST FOR CITY COUNCIL ACTION Page two FUNDYNU SOURCE ORIGINAL APPROVED REVISED BUDGET BUDGET PER THIS REQUEST Contract Amount $74 300 $74 330 Change orders 7,430 8,730* "+ Supplemental Expenditures 2,000 2t000 L Contract Total $83,736 $85 30,300 *Staff is requesting &pproval to encumber an additional $1,500 from the cit:y's General Fund Capital Improvement Projects Unappropriated Fund Balance to cover the up -front costs of the change order budget increases. However, staff will seek reimbursement from the project's architectural firm through its Errors and Omissions Insurance Policy. ALTERNATIVE ACTION The work must be completed in order to have the rest rooms functional. Therefore an alternative action would be to determine an alternative funding source. •' ,: _llf4fpf r ATTACHMENTS NONE I r RH:JBE:am QQQ Q „ ,7 :$+� d• It :r y� z,y..�.ty��„��,�{r i x.:yy,,!�'{;��, igpt WW, fn, r . rtill �1'•' `Of�' r� '.i' t.P't Ail •7 t r 1 r 4 - ' ' 1 Bond No. 1221169_ :. PREMIUM: $2,149.00 �. INSURANCE C 4, �t,y •Vr'rW ^'J, 'r• rW�Y j,.�•T'. i'.n' 'r •''•'( y !�y f SAN olECa, CALIFORNIA 92138 PERFOP-14ANCE BOND KNOW ,.eL MEN BY THESE PRESENTS. That we, WARVI C ONSTW C' ON . IW. (hereinafter oalled -Principal") 4-% Principal. and. --.. +i'i-QUE. INSURayCE COMPANY. w oaftlatifftion argon. lied and existing•undtr the laws o► the grate of aRT_A1491 and authort:ed to tteraa-t business in the Scota p1 EALMMIA (hereinafter Balled "Surety"). as Surstr, we held :.rely bound uf:o CITY OF H=rNG' M BEACS (hereinafter called "Obligee"), as Obligee, In the penal sum of THGC PA, THEE HMMP,& AND N011e0----•- Dollars iS 74#'300.00 1, good and lawful moner of the Unire+i States of Amenca, for the payment of which. well and truly to be made, we bind ow.-o'res, our heirs. administrators. exmwn. successors, and assigns, tatntly and severally, firmly hr there ptesenis. $19n.d. Seated and Datod this 9M day of JUKE .19 92 Whereas, the above bounden Prinapol has entered into a certain whiten contras: with the obove•named ObligOo, dated the day of .19 for M,Ut PWJ4RWE WILD= kISTROti.'.+ CC-835 '•''i. which contract is hereby referred to and made a part hereof as fully and to the same Orient as if copied Ott length herein, NOW, THMPORE. THE CONDMON OF THE ABOVE 06L.'GATiON IS SUCH. That it the above bounden Principal shall weU and .,, •,.,,,, , ; truly keep, do and perform, each and every, all and singular, the matters and things in said contract set forth and sowdled to be by the said Principal kept. done and performed at the time end in the manner in said contrsat spoaHed. and shall par orer, make ! ;rood and reimburse to the abevanamed Obligee. all last and dmc-.ago which said Obligee may sustain by reason o{ failure or delauit °r t`' on the part of said Principal, then this obligation shall be raid: o►herwis• to be and retrain in full force and effect. WARVT.�l4ttLlt`i'ICr• �' 1 •.r•'�!'. r�rl��', ter.+�r."�...w�w.r..� f ,.'Gr;,. r• f Y : APPROVED IS To FORM: GAIL HUTTON, City Attorney BY: Deputy City Attorney..3-t EXPLORER INSURANCE COMPANY l•, Sore '� �•.., ,,• I.P 4` ,.''i FCXM "'f. WAL� Attvrneyin•FaEt ;¢`,ytij�. 4 jrS ., �. r',r ytil�.. ':•'''±:,.. ! `� �r.it� S.,F;h,.f•,,J r 1�1: '.ti+1':. ,, vl' ai' .reel' .'': l t', , •ea'�,,•t,¢{!;,,Idt ?4 '''•lt- 'P ¢'(ill'' '';y'r �{'• �T' !r'qr vt'y'�•a� 4 1 •!!Yi..y, o r x'4i7 •°,Ii .4� ,,'r,ui}'!' .v' x�'Y ry .1�,�"Y ii •�'�'tiG ,.>ii'w�i, 1 r Explorer Insurance Company HOIV,g OFFICE SAN DIEGO. CALIFORNIA ConifiedCopy of ^V Alr�r^QKIMV V 0 �, I.. ', rw VY V_r-1 KNOW ALL MEN BY THESE 'PRESENTS. That the EXPLORER IN$UWI--E COMPANY. a Corporation duly authorized and existing under tne laws of the State of APIZONA and having its principal of in the City of San Diego, California, does hereby nominate, oonstituto and appoint Kim M. Walker its true and lawful Anotney(s)-in-Fact, with full power and authority hereby conferred in Its name, place and itead, to execute, seat, WJuVwI*dQd and d*&w any and all bonds, undertakings, recognizaftts or other written obligations in the nature ftreal. uthority of the folkwAng Assoludon odopt9d by the Powet of Attorney is graftfod and to signed and sealed by fecalmilo under and by the a 17 -A Beard of Directors of ft EXPLORER INSURANCE COMPANY at a meeting duty called and held on ft 22nd dk%j of JULY. 19M. which said Resolution has not been amended or rescinded jnd of which the following is a true, full, and wknplatempir. "RESCILVECI: That tho President ar Stcmiry may fmm tirtlis to time appolat Aftorneys4ri-Fact to NoresilInt and act kK and an behalf Of the Company, and either the President or $ftrotary, rho Board of Olromrs or ExecuM Comrnft* may at any time remove such ArWmrA4n-Fact and revoke the it of Attorney given him or her. and be it bother RESOLVED- Thit the Attorney4n-Fact may be glsn full p&*w to execute for and in the name of and on behalf of the Company Any and all bonds and und#(mirlogs as the ousiness of the Company may require, and any such bonds at undertakings -dxoaAod by any such Anw*y4n. 1Fact shall be an rinding upon tbo Company as it signed bI! ai Pi*sW*M and sealed and art* ved by em Socritsty IN WITNESS WHEREOF, EXFLORFR INSUPANCII COMPANY has caused im official seal to be hereunto affixed and theme prawnts to be this Ist day f February, 1991 signed by its duly su'll"W'Zod ch"(s 04su'o EXPLORER INSURANCE COMPANY qL SEAL STATE OF CAUFOPM IF SS. COUh!TY OF SAN DIEGO Ott this lot day of Feb ruat740119rog dieL subso0w. a Notary Public of the TAN cl California. In and kW the COIARty Of Sort ONVO. duly oommkieloned and quallflod, come Semstd Marfin Feldman 40 DKOREA I NSURAWE COMPAW to me personally IqWw. 16 be the In -f dividual and offleefftoonbed In and who executed the preceding Instrument. and he acknowledged the execution of the am*, and being by me duty svmm, desmwth and Uhl. that he It the said ofter of the Corporation aforesaid, and that the SOW affixed to the preeedkv I"W *nt is the Corporate SeW of the said Corporation, and that the said Corporate Seat and his skInstufo as such offloarwore;;* affixed and subscribed 03ftsaid InmawvMbyVwaudoft and d1(ocft ofthe said Cxporadon. IN WMAS$ WHEREOF, I have hereunto set my of San Dego, the day and year AM above IF e,1.,-1. hand UW affixed MW U&I, at the City XF 0.. NOTARY PUBLIC-�Alli Fi SAN DIEGO COLINV My C4)MMkS:SX)N EXPIRES JANUARY 16. 19M STATE OF CALIFORNIA puclic COUNTY OF SAN OWGQ IF the undersigned, James W. Austin, 111, of the EXPLORER INSUPANC2 COMPANY. do hereby eftfy that the original POWER OF ATTCX NEY, ofhich ft foregoing Is a full. true and correct copy.% in full force and offsa and has not been rwrevoked. 4Mo to Seal of Corporation, this 6, IN VATNESS WHEREOF. I have hcfeuntu subscribed my name an Secretary, and affixed the C (a the 10TH day of JUNE 19 92 21, EXPLOASA INSURANCE COMPANY CPA EXP CAL 37 Ao) IF 0 4 M J rl PAYMENT BOND —PU2L(C WORKS INSURANCE mcul OFInce - 3,414 04,101; 4 Sond No. 1221169 PREMIUM INCLUDED IN PERPORMANCE BOND KNOW ALL MEN BY THESE FR7SENTS; WARVI CCNSnTJ=I0Nj- rNC. -6 That we. at Principal. . ttier of 0 and EXPLORER INSURANCE COMPANY me-wpIorzted wtdtr the laws of uht S:.-. ARIZ NA and -4: cuthatited ejgtcut* bonas and uncertacmws as late su:e!y cs Su:tty. we held and �rcdy ba,.tl.d utto =nj z.,.d all potions need in Cdlalotnat Civil Cade $a-ttion 3131 whose ticun Scs not by thi cz.orc--w. c:-,ftPe-:tr =w-aitan. in the afg.tgato total of THIRTY -qZVEN TWUSkM OW M"ED FIFTY AIM N01100-- (S 37r150.00 1. !."'r?" for the payment wh#rtol. -111 and truly to 1.4 mcdt. said Pr.:tc-.;Ql z.-.d b;.td h*:ns9iT#x. n6surhotts. =dministrators, successors and assigns, joknily and severally, firmly hr these presents. } The Cor.dition of the foregaing amiganon is SUCh that; Wh#.0122 :he 41=79 he.rden F:-=-..-ci h-.s on:oted into a contract dated 19 with -h* CM OF HW.0321CM BEACH to do:he following work. lo-wit; MAIN Pn0MEb=8 BUILD= RESTROOMS CC-135 Now. Therefore, if the above bounden ??ininpoi f-ortrIac"af, POrsOn. CC--1,-4.*ty Of Of his Of its sub-P-Ohtractor - falls to Pa T any elcumorit named in 5,ectioet 3111 of the Civil Cad* of hir5twe .1 C— . :r =mrtts due under the Uniomploym*nt lawrame C--do, with respect to 'Mark of Idlift ;etfcr=td Sr any such c!mmon. *-I;zt :!:* Swety an, this hand will pay the same. Ut an amount not exceeding the aggr"44t sunk gFocifted in this !:cnd. aid also. -% c=zt sua is brought .pcn Lho Land, a reasonable attorney's I**. which shall be awarded by the court to the wevoulirIg P=TY in said SUIL Se.".d attorneys IQ* 10 1.0 taxed US costs In said IWL This bond shall inu:# to the he."Itht of any wsart named in Stettin 3131 of Ih* Civil Code of the stet* of Ccililarnic so as to gave &I - right of action to thwin at their cssignoes in any suit brought u;on 1h.x bond his boM is executed and died to comply with the Provisions of the act cl Logislarurs cl the State of California as dItsignataId. In ,DTI; Civil Code, Socuons 3247-3252 triclusivi.. cmd all anientimanu thereto. Signed and Sealed this day of .10 9M JUt-M 92' 7 APPROVED AS TO FORU: GAIL HUTTON. City Attorney By: Deputy City, Attorney Y:.v EXP -CAL-123 J. WARVI CI3MTR=10No INC. pract0*1 EXPLORER INSURXICt COMPANY By '112 —KIM—M . IWALr2p - AllarrWr-in-tift— a A �M w !]�Vrr�I+ 7•" `� 1.. t ql t�� �'�1•,:�, 1{1 y p L. w i r I' 1 `. „ 1}Wi9!'•I•wt.......... ... .. ............. �.-.-..... w...r,... r." ...,�vM•!p.,. ..��..^4:'^aAw �i CITY OF HUNTINGTON BEACH 2000 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK May 8, 1992 Warvi Construction, Inc. General Contractors 15931 Chemical Lane, Unit C Huntington Beach, CA 92649 RE: Construction of Main Promenade laftin Structure - Do%nitown Public Restrooms , PROJECT_ CC-835 Enclosed is a copy of the executed contract with the City of Huntington Beach, a Declaration of Satisfaction of Claims and a Certificate of Compliance form. The Declaration of Satisfaction, of Claims and the Certificate of Compliance form MUST BE RETURNED TO THIS OFFICE AFTER TH PROJECT _IS COMPLETED BUT PRIOR TO THE RELEASE OF RETENTION FUND . In addition, the following item must also be on file, with this office before the City can release any retention funds: A warranty bond guaranteeing the final amount of work and materials for one year. If your performance bond does not include specific wording for a one year warranty, then a rider or separate bond must be submitted. Should you have any questions or concerns regarding the enclosures or items that must be on file in this office prior to release of retention funds, please call Don Noble, Contracts Administrator, 536-5441. Connie Brockway City Clerk CB:bt Enc: Cb�h Contract Declaration of Satisfaction of Claims Certificate of Compliance * v•, i f;;,t "• }t (Twephons: 714•53"2271 �g""'!",�,PWw.�NkM11YR7/�1�YYMSRixat7 Nln F..•,�'tr��'.>Q.rr.r..w.. ..wr•.. .. ....... .....,.. __.. .........-.-..�...-.........._-...-...•.w+v,.w .n+w+. �t n 4 r R 4 WA '7N REQUEST FOR CITY COUNCIL ACTP June 15, 1992 Date P4 •Submitted to: Honorable Mayor and City Council Alp"OV11D Y CITY CotrNr A 4r.01T 0. Submitted by: Michael T. Uberuaga, City Administr ufs F. Sandoval, Director of Public W Prepand by; (074 Works cfty Ron Hagan, Director of Community Services Subject: DOWNTOWN PUBLIC RESTROOMS MAIN PROMENADE PARKING STRUCTURE; CC435 fk". Consistent with Council Policy? Yes New Policy or Exoeption X Statement of Issue, Recommendation, Analysis, Fundinq Source, Alternative Actions, Atted f. P., NXH1 OF L%": Bids for the construction of new downtown public restrooms In the Main Promenade Parking Structure were received and opened on May 26, 1992. 4411". C 01 A QA110N: 1. Approve the low bid submitted by Warvi Constructiou, Inc. and authorize the Director of Public Works to expend $93,730 to cover contract costs of $74,300, estimated Change Orders of $7,430 and anticipated incidental expenditures of $2,000. 2. Authorize the Director of Finance to transfer $10,580 from Ow Parking Structure 8.1 fund to fiscal account E-CC-CS-711-6-46-00 (Main Promenade Restrooms). .9M, A oT ANALYM: IF 41 V11 On April 20, 1992, Council approved the plans and specifications for the construction of new downtown public restrooms in the Main Promenade Parking Structure and authorized the Director of Public Workr, to solicit blds for construction. Bids, as summarized below, were received and opened on May 26, 1992. d, Base Bid Cotract ,Hass Bid (11 AftemA =0 Plus Altl, Warvi Construction $ 71,640.00 $2,660.00 74,300.00 VN, 2. P & M Construction 78,0()0.00 5,000.00 83,000.00 A 3. Excel Paving 89,900.00 9.400.00 98,300.00 4. Gillespie Construction 97,647.00 1,748.00 99,395.00 (1) The Base Bid for this project Includes the construction .if two new downtown restrooms in the Main Promenade Parking Structure. (2) The two additive alternates Include a ceramic tile ceiling, rather than painted drywall, and electrical entry doors that can be controlled from the ticket entry/exit booths. After the receipt of bids, Public Works staff completed an audit of the ble. proposal packets. Based on this audit and a cost analysis of the alternate bid Items, the Directors of Community Services and Public Works recommend the award of a contract, including vi Construction. "I the alternate bid Items, to War PC 0 5195 I I. r to ; • . � ►! n'� ��k`>" ,.. . , J , •'•a:tr nF r �Mi ��I l�•ti .r �A'i.{. r1� RCA - bowntown Public Restrooms Main Promenade Parking Structure; CC-835 June IS, 1992 Page 2 ir1N Contract Amount (F!vte Bid Plus All Alternates): Construction ChrinSe Orders Incidentals (besting and misc. cost, etc.) TOTAL J gyenne Sources $74,300.00 7,430.00 83,7?U.00 Based upon a cost estimate prepared by Team Design, the price of constructing these restrooms (,:ot including the alternate bid items, change order budget or anticipated project incidentals) was $73,150. These unencumbered funds, obtained from the Parking Garage Fund set up in 1986, are still available in fiscal account E-CC-CS-711-6-+464)0 (Main Promenade Restrooms); however, a project cost shortfall of $10,580 exists. Therefore, it is recommended that the Director of Finance be authorized to transfer $10,580 from the Parking Structure funds to fiscal account E-CC-CS-711-6-46-00 (Main Promenade Restrooms). ALTERNA AC110N: 1. Deny approval of contract award to Warvi Construction and select one of the other bidders. 2. Reject all bids and/or the transfers of all additional funds to project account and thereby forego the construction of these improvements. A11AC P.I.S. MTU:LFS:DRN:dw 3251g/7&8 u�l e 1;�!i.^!I.�'Pa.l�l•1•t•r,ts'r:i'[;�i,F'r.;ep4r';R.,,., ;t'nr„'.k r,�,i•��;F`;rl + rya . •N t,Jla'Y , �, � •I , �,: 'I �+• 1+fir •r't,'. 0, App�•r': tr1•+ta'i''f r5,• r n 570''`:'�',5, Rr ' .i • rt.. 4r� .`7 . 01 .11 I 1 04 4 ni@ CITY' OF 1,1UNTINGTON MACH 0 INTER -DEPARTMENT COMMUNICATION 11114TILW RACH TO: MICHAEL T. UBERUAGA, City Administrator FROM: ROBERT J. FRANZ, Deputy City Administratov SUBJECT: REQUEST FOR WROL-c.'.) APPROPRIATION TO ACCMWXkATE MAIN PROMENADE RESTRM, FIS 92-15 DATE: JUNE 3, 1992 As required by Resolution 4832, a Fiscal Impact Statement has been prepared for the proposed appropriation of $10,950 to accommodate the higher -than -anticipated costs of providing public restrooms in the Main Promenade Parking Structure. Upon approval of the City Council, the balance of the u 1989 Parking Structure Fund would be reduced t $6.*,signated, unreserved A 42V,50P. RJF: skd WPADSERT:939 Deputy C tor I •�' t r'. �. '.. ' .l.• ..! vn',ra 11`, ,Y ,: '�,,,.� it „M1 I f i� ,jx(y}:��''�%r' .. �•, .. ' ''�.. r��''�,°ram'-' i. •''1Y�r.. irV%'u''P' 'r ,' !11 •, 7 . .. 1 •I ''! flr 7" y. ,M, t I gjx'•y' J �r:F 4v ,� �' 71 In r C �/ p��p� /y� //�tyv�.�/�A COIITRAGT BSTW6E11 I� CTRR!_0 � ]r.�tii.• ii. i�i�,i�1 �[J�FSI -TUN f /i6 .l I - sue. �,�qt�1 , x ISC1�Os Bg&W$j�, , Q�BTRUCTIOB. INC. r OR _CMTE=101 Of ;f ti >tp fr, PAGE SECTION Y ,• i 1. STATEMEdT OF WORK; ACCEPTANCE OF RISK. . . ;;. 2. ACCEPTANCE: OF CONDITIONS OF WORK; FLANS AND SPECIFICATIONS 2 ' �': 3. COMPENSATION 4 >< , 4. COMMENCEMENT OF PROJECT: 4 5. TIME OF THE ESSENCE . . . . . . . . . . . . . . . . . 4 IN 6. CHANCES. . . . . . . . . 5 ' 7, NOTICE TO PROCEED . . . . . . . . . . . . . . . . . . 6 . . 9. WARRANTIES . . . . . . . . . . . . . . . . . . . . . 6 '{'IF�;s",,.' ' 10, INDEPENDENT CONTRACTOR . . . . . . . . . . . . . . . 7 11. LIQUIDATED DAMAGES/DELAYS. . . . . . . . . . . . . . 7 Tor. ..v; f.;;G, ; • ': 12. DIFFERING SITE CONDITIONS . . . . 9 rlfu h ei r"°'� 13. VARIATIONS IN ESTIMATED QUANTITIES . . . . . . . . . 9 �� ,r,T 'p'., • 14 PROGRESS PAYMENTS . . . . . . . . . . . . . . . .10 15. WITHHELD CONTRACT FUNDS, SUBSTITUTION OF SECURITIES.11 { 16. AFFIDAVITS OF SATISFACTION OF CLAIMS . . . . . . . .11 ,�� J .,,, ,•; • ••}r + >��,:;. 17. WAIVER OF CLAIMS 1? . . . . . . . . . . . . . . . . . . . a, 18, INDEMNIFICATION, DEFENSE, HOLD HARMLE3S. .12 ; 19. WORKERS' COMPENSATION INSURANCE. . . . . . . . . . .12 20. INSURANCE. . . . . . . . . . . . . . . . .13 r' "�'"►�„' 21. CERTIFICATES OF INSURANCE; ADDITIONAL INSURED ENDORSEMENT . . . . . . . . . . . . . . . . .14 22. DEFAULT AND TERMINATION. .15 a 23. DISPOSITION OF PLANS, ESTIMATES AND OTHER DOCUMENTS . . . . . . . . . . . . . . . . . . .15 " r, 24. NON -ASSIGNABILITY . . . . . . . . . . . . . . . . . .16 ., 25. CITY EMPLOYEES AND OFFICIALS .16 t? ' 26. STOP NOTICES; RECOVERY OF ADMINISTRATIVE 606T6 .16 27. IMMIGRATION . . . . . . . . . . . . . . . . . . . . .16 28, NOTICES . . . . . . . . . . . . . . . . . . . . . . .17 Y. 29. CAPTIONS . . . . . . . . . . . . . . . . . . . . . .17 r 30. LEGAL SERVICES SUBCONTRACTING PROHIBITED . . . . . .17 31. ENTIRETY . . . . . . . . . . . . . . . . . . . .18 M1 ti }; 'i ! a'���,. +.�'a ,'1 .+. 'A. ''tip • yr ri �'..,r �y J �y e.r!:'J r..',T JT;,�YflT15 „�Y�(�1•�pl ,ir�}f 'J. T. Af ir po • � �>�: }, rlt• Cyr�y 1 J',�'• J 's!, .M1�n''F.�: �.�,�,+,K r ,iF1a t w4 w',vr .. i,{L.1 � : l • , �� ":"l.• �tiJi'. �t',`.Y ii (elf: .} 1 tCe Al Zr A.'4 i E A Wx f I t • f , . . YV., • i y ��'u i °j•� «�'. .. v. . . �. Cl,fy F<IHDED [7D MUMOM_.Con=LG",� ..:�.,, `Tf{L CI7OF �x�' i MINa L BA&QL A R awl QQ;56TRUCTTON. IIIC rriti__ THE COd9'TRU['1"Y0 I,.Dg T��s 20WWIM-p1JilLIC R>SB1IU MS Ill TFbr WE PRQEZME 6DILDIN9 �H THIS is made and entered into on this «AGREEMENT .J U day of fir , 1992, by and between the CITY OF HUNTINGTON r BEACH, a municipal corporation of the State of California, hereinafter referred to as "CITY," and WARVI CONSTRUCTION, INC., a California corporation, hereinafter referred to as "CONTRACTOR." WHEREAS, CITY has solicited bids for a public works project, hereinafter referred to as "PROJECT," more fully described as the construction of the Downtown Public Restrooms in the Main Promenade Building in the City of Huntington Beach; and CONTRACTOR has been selected and is to perform said work, NOW, THEREFORE, in consideration of the promises and agreements hereinafter made and exchanged, the parties covenant and agree as follows: I. ra ATEMETi _ WORK; ACCEPT&MCE OF RISK CONTRACTOR shall furnish, at its own expense, all labor, plans, tools, equipment, supplies, transportation, utilities and all other items, services and facilities necessary to complete and construct the PROJECT in a good and workmanlike manner. CONTRACTOR agrees to assume the risk of all loss or damage arising out of the nature of the PROJECT, during its progress or p prior to acceptance, from the action of the elements, from any unforeseen difficulties which may arise or be encountered in the prosecution of work, and for all other risks of any description connected with the work, including, but not limited to, all expenses incurred by or in consequence of, the suspensionK1 6/8/92 -1- xe. •• �' Vt • I , 1• 1 >.a it 1�. r '`r r'-pe V14az {_Ar.. v,l S ,n ; F.P ,N,Fps or discontinuance of work, except such as are herein expressly stipulated to be borne by CITY, and for well and faithfully completing the work within the stipulated time and in the manner shown and described in this agreement, and in accordance with the reo+tirements of CITY under them for the compensation set forth in the accepted bid proposal. However, the total compensation to be paid is to be computed on the basis of the units of work as it is actually performed, in accordance with the stipulated prices named in the Hid Sheet(s). 2. &QCfP_V=CE OF C012DITIONS OF MK—;. PLANS ANJ2 SPECIFICAI`IONS CONTRACTOR acknowledges that it is fully familiar with all the terms, conditions and obligations of this Agreement and the Contract Documents (as hereinafter defined), the location of the job site, and the conditions under which the work is to be performed, and that it enters into this Agreement based upon its investigation of all such matters and is relying in no way upon any opinions or representations of CITY. It is agreed that the Contract Documents are incorporated into this Agreement by this reference, with the same force and effect as if the same were sot forth at length herein, and that CONTRACTOR and its subcontractors, if any, shall be bound by said Contract Documents insofar as they relate in part or in any way, directly or indirectly, to the work covered by this Agreement. "Contract; Documents" as defined herein mean and include: A. This Agreement; B. Bonds covering the work herein agreed upon; C. The CITY'S standard Plans and Specifications and 6/8/92 -2- ra �'r1 ::!'� t y: �'x �{+ -^+r?�R"fps. i�rc -,,. e•n.,.ar.w•t ' •'vf '' 1•�lr .f ' �',r a� rr1• w ,+ , •fir .�y�., .' r] , W , •j 1}t� , I i 'i 1 Yj H r y. • kl Y I It A. M r a special contractual provisions, includinq those on file in the office of the Director of Public Works of CITY and adopted by the City Council of CITY, and any revisions, amendments or addenda thereto; D. The 1991 edition of ar3 Snpeificatig��for, public.Works_Ct;(urtiQn, published by Builder's News, Inc., 3055 Overland Avenue, Los Angeles, California 90034, and all amendments thereto, written and promulgated by the Southern California chapter of the American Public Works Association and the Southern California District AssociaL•ed General Contractors of the California Joint Cooperative Committee; E. Hid documentu includiny the Nctice Inviting Bids, the Special Inatructionr to Bidders and the Contractor's Proposal (attached hereto as Exhibit "A"); F. The particular plans, specifications, special provisions and addenda applicable to the PROZIECT. Anything mentioned in the Specifications and not indicated in the Plans or indicated in the Plans and not mentioned in the Specifications, shall be of like effect as if indicated and mentioned in both. In case of discrepancy between an p y y plane, specifications, special provisions, or addenda, the matter shall be arrmediately submitted by CONTRACTOR to the Department of Public Works of CITY (hereinafter referrad to as "DPW"), without whose decision said discrepancy shall not be aci;usted by CONTRACTOR, save only at its own risk and expense. q;,•y� Should there be any conflict between the terms of this r•.; �, rty • Agreement and the bid or proposal of CONTRACTOR, then this >, ( Agreement shall control. and nothing herein shall be considered as i 3is tr �'i'�.,•,}.,•�; M,1 „ 4r my rrJ!'�7 �, arli' ''p•'�,.�! . � ., �.A�:�����WMII� �A• y �� Ti !,S Aai .3 ;:.. i ' lf•.Y'�'� yY. 1,�r' eel. uq..•{.�'1.A '� i } C°W JiY � •L,.yr• A� Y• t 1' ,1 5' i, f an acceptance of thr terms of said bid or proposal which is in conflict herewith. 3. All' TOil CITY agrees to gay and CONTRACTOR agrees to accept as Lull compensation for the faithful performance of this Agreement, subject to any additions or deductions made under the provisions 1 E of this Agreement or the Contract Documents, a sure not to exceed 45' Seventy-four my it reanno-fo r Thousand Three Hundred d /100 Dollars ' 6!'Y `. :;+E�'' '•, //,, forth• r (�;7A,300.00), as set in the Contract Documents, to be paid as provided in this Agreement. R , rQ_r +M '%1+�UEl�` CONTRACTOR agrees to commence the PROJECT within ten 10 working days after notice to proceed is issued and shall ,•,, �' Vic„ diligently prosecute PROJECT to completion within ninety (90) •�,��;,rxl�'+.�',y �;, consecutive calendar days from the day the Notice to Proceed" i., issued by Department ai Public works, excluding delays provided for in tnis Agreement. The partie:3 hereto recognize and agree that time i:s of n the essence in tbc, performance of this Agreement and each and t`'' '`'•�'''' every provision of the Contract Documents. CONTRACTOR shall pre arc and obtain approval as required p pP s . !�' .'eft•'. �' .! •: 1, ' p by the Contract Documents for all shop drawings, details an(, samples, and do all other things necessary and incidental to the prosecution of its wort: in conformance with the progress schedule set forth in the Contract Documents. CONTRACTOR shall coordinate its work. with the work of all other contractors, subcontractors and CITY forces working an the PP.OJECT, in a manner that will 6/8/9. i?•i;r ' R1: a i �':6F 1 .:i,�,J' .41 xrw — 4 — 11i j "b'S�ll � r I ' t facilitate the efficient completion of the PROJECT and in accordance with the terms and provisions of this Agreement. CITY shall have complete control of the premises on which the work is to be performed and shall have the right to decide the time and order in which the various portions of the work shall be performed and the priority of the work of other contractors, subcontractors and CITY forces and, in general, all. matters concerning the timely and orderly conduct of the wor:: of CONTRACTOR on the premises. CONTRACTOR shall adhere str..ctly to the plans and specifications sec forth in the Contract Documents unless a change therefrom is authorized in Writing by the DPW. CONTRACTOR agrees to make: any and all changer, furnish materials and perform all work necessary within the scope of the PROJECT as the DPW may require in writing. Under no condition shall CONTRACTOR make any changes without the written order of the DPW, and CITY shall not pay any extra charges made by CONTRACTOR that tip . not been agreed upon in writing by the DPW. When directed to change the work, CO14T1 CTOR shall submit immediately to the DPW a written cost proposal. reflecting the effect of the change. Should the DPW not agree to such cost proposal, the wor): shall be perforred according to the changes ordered in writing by the DPW and 14he proper cost- thereof shall be nenotiated by the parties upon cost and pricing data submitted by the CONTRACTOR; thereupon, CITY will promptly issue an adjusted change order to CONTRACTOR and the contract price will be adjusted upward or downward accordingly, 6/8/92 a, IL Y . -5- ' ,��-. '+'i':71 ..:'�+�Y�'ri r. kS�WR• hf!fF'IJI,��''?q� f ' :a'�{"17 ' u Arg y V. •. d R i f.,.rj •., f .Y• � 'fl7 %�•:d� r Sit•' •.iy.,•.��r�` momrAf (: ± T •zYZTTrYyr 1:.. r 7 . l�A'r_ T. _ TO Rp OUM :No work, rervi.ces, material, or equipment shall be Y'r 1 <'l,rrr:''' ;'''x,'.';•,. '' ,.; ( or furnished under this Agreement unless and until a �,•,. performed to the CONTRACTOR by CITY. CITY "i;►�rr.lr" �, �:'+,,r r' Notice to Proceed has been given does not warrant that '--he work site will be available on the dote the Notice to Proceed is issued. In event of a delay in ,.I$rin n o !II„ W•�{':'',,, commencement of the work due to unavailability of the job site, .' }c.'i for any reason, relief to the CONTRACTOR shall by limited to a •' ' • rF,r*�.';' ''' '�. •'.' time extension equal to the delay due to such unavailability. CONTRACTOR shall, prior to entering upon the perform- iiV'' ir.••1 'r'''°�'•� . • 'rfi :.'.,�' once of this Agreement, furnish the following three bonds approved t► 'h, A'A` by the City Attorney: One in the amount of one hundred percent of f'' r'.;•'F'`"x;'' ' the contract price to guarantee the CONTRACTOR' S faithful performance of the work; one in the amount- of one hundred percent of the contract price to warrant such performance for a period of ,'.'' ` e thereof • and one in thss "$, cFf':M•�1 ri.'"'; °� one (1) year after CITY S acceptant , r y",r' amount of fifty percent (50%) of the contract price to guarantee4. , J, k 7 •g,.' •f •. it 3 .. payment of all claims for .labor. and materials furnished. ,:��r � • !' ''r i'C ,+}G' Si, 1r' + ? .' ,: i . ' .+'k"1'Gtt i ,'r i h r:i 9 k done r ,s The CONTRACTOR unconditionally guarantees all work ;"s,ra„ r'�'`,t�v'> ,A •' '�,,��'t` •Y� a1i" 'i'�_ f �Y'�'f '4� t'+�' t. l 1r � ��.J, under this Agreement including, but not limited to, any workmanship, installation, fabrication, material or structural within ten (10) days after •''''.,j�• �. ! facilities constructed. CONTRACTOR, +•.:,;�'� ..��;�;;y'°" defect in the work shall have the option to notice by CITY of illly ' ,r' ,+'k', i�•r; li''.1i�,." f't%'`r .'�5J1':,r,' 1'''j 'yf'� k''t; T.4r''''7''•• i make appropriate repairs or replace the defective item or items. 1' ',p, d�t' �I �!•. .. err '° Y 1 'I�,� +; 1f7f�;, �. Lipon expiration of such ten (10) day period, CITY may then make� r. J. •; , ;'• o �;�'' �},.-',;; appropriate repair or replacement at CONTRACTOR'S ,:isk and expense. 6/8/92 •,l .�+t� "PP„' ,._ +. ,,rs, �F !i. J, fr.,.',Ir .�ti z r 4 +q'.y, r „� Y !, 1 , ! •,'.t�,�.,'', LN.i!f ...A' ... . i v1' .. , , +•i� *t'n, y.,', � '} ,,y t, ,lY,;. r. ' ,`. 2`� 1i . , , . ' ..1' •r ` ts¢a,;• Nr ;,., /`1 S�J'�•, J •r''7 • !`^' .N' }..a�i+ ' +1' , 1 r' � r��'�4 fir •^"•+ ' f- 10. I U ,"Ll/it2 LriL—I'r NrJ It is understood and agreed that the CONTRACTOR is, and shall be, acting at all times hereunder as an independent contractor and not as an employee of CITY. CONTRACTOR shall secure, at its expense, and be responsible for any and all payment of income tar, social security, state disability insurance compensation, unemployment compensation and other payroll deductions for CONTRACTOR and its officers, agents and employees, and all business licenses, if any, in connection with the PROJECT. 11. rilQUIP-B, E 01LP Y-6 it is agreed by the parties hereto that in case the total work called for hereunder is not in all parts and requirements finished or completed within the number of calendar days as set forth herein, damage will -be sustained by CITY; and that it is, and would be, impractical and extremely difficult to ascertain and determine the actual damage which CITY would sustain in the event of and by reason of such delay; it is, therefore, agreed that CONTRACTOR will pay to CITY, as liquidated damages and not as a penalty, the sum of Two Hundred and Fifty Dollars ($250.00) per day for each and every working day's delay in completing the work in excess of the tiumber of working/calendar days set forth herein, which sum represents a reasonable endeavor by the parties hereto to estimate a fair compensation for the foreseeable losses CITY would sustain in the event of and by reason of such delay; and CONTRACTOR agrees to pay said damages herein provided, and further agrees that CITY may deduct the amount therec,f from any monies due or that may become clue to CONTRACTOR hereunder. 6/8/92 --7- R r 1 '•l:..�' Y'SYc f�lR a. .. r f�•�•,'1 k kf kti.. M •r �,i�.: 1 it .I•i'f •I �•.N •y � � •� `AA A . r• CONTRACTOR will be granted an extension of time and will not ba assessed damages for any portion of the delay in completion of the work due to unforeseeable causes beyond the control and without the fault or negligence of CONTRACTOR, including, but not restricted to, acts of God or of the public enemy, fire, floods, epidemics, quarantine restrictions, strikes, unsuitable weather, or delays of subcontractors due to such causes. CONTRACTOR shall, within fifteen (15) days from the beginning of any such delay (unless tree UPW snall grant a further period of time prior to the date of final settlement of the Ayreement), notify the DPW in writing of the cause of the delay and CITY shall extend the time for completing the wort if, in its judgment, uhe findings of fact thereon justify the delay; and the decision of thF. DPW shall be conclusive on the parties hereto. Should CONTRACTOR be delayed in the prosecution or completion of the work by the art, neglect or default of CITY, or should CONTRACTOR be delayed waiting for materials required by this Agreement to be furnished by CITY, or by damage caused by fire or other casualty at the job site for which CONTRACTOR is not responsible, or by the combined action of the workers, in nowise caused by or resulting from default or collusion on the part of CONTRACTOR, or in the event of a lockout by CITY, then the time herein fixed for the completion of the work shall be extended by the number of days the CONTRACTOR har thus been delayed, but no allowance or extension shall be made unless a claim therefor is presented in writing to CITY within fifteen (15) days of the commencement of such delay. No claims for additional compensation or damages for 6!B/92 ] • r'if • •L'♦,i�1. r �+ •...t�';rlP;' Y .�... rr' ' V! ' r.e .�-�], i ..r ty ,� `* ••if�put5 ,� L ' r,, • r I • �; ail �,, .,,r. �! � '`.;`} delays, irrespective ol. the cause thereof, and including without r;-,•. limitation the furnishing of material by CITY nr delays by other t..; ;�? t•> ` ,f lVSAAi,(', P'pp 'S'''l^•.t, ;' ii contractors or subcontractors will be allowed and said extension'''' q. t, ,'•SY WI R'et •�1�a Y4(,�, f'' , I• of time for completion shall be the sole remedy of CONTRACTOR. 12. DIFMING Q 2B CO=1"M }trip ei'+'fi•� (1) Notice: The CONTRACTOR shall promptly, and before such conditions are disturbed, notify the DPW in writing of: L:i �'RPo,^i}�S.'j♦. ,�.kr''�,'%mil Z (a) Subsurface or latent physical conditions at the job site differing materially from those indicated in this Agreement or the Contract Documents; or, (b) Unknown physical conditions at the job site, of an unusual nature, differing materially from those ordinarily encountered and generally recognized a, inherent to work of the character to be performed under this Agreement. The DPW shall promptly investigate the conditions and if it finds that such conditions do materially so differ and cause an increase or decrease in the time required for performance of any part of the work under this Agreement, whether or not changed as a result of such conditions, an equitable adjustmeat shall be made and the Agreement modified in writing accordingly; (2) J,mg Ewjgnsion: No claim of the CONTRACTOR under this Section shall be allowed unless the CONTRACTOR has given the notice required hereunder, provided, however, the time prescribed therefor may be extended by CITY. 13. VARIAT NS IN ESTIMATED OU&NT IE . The quantities listed in the bid schedule will not govern final payment. Payment to the CONTRACTOR will be made only for the actual quantities of contract items used in construction of silt t +�.•lk yj .� M r.. -I 6 r r'•t'Y',�'n•'• '� 4 ' 1 •' "If� d . . • �.'.� tip, r.. "� i , u J r /f• . .. ..• F rat •r`t ' � 7 f�V• Yk d'• r , the PROJECT, in accordance with the plans and specifications. Upon completion of the PROJECT, if the actual quantities used are either more than or less than the quantities listed in the bid t•,1,, ,' schedule, the bid' price shall prevail subject to the provisions of k this Section. The DPW may, at its sole discretion, when warranted by the facts and circumstances, order an equitable adjustment, upwards or downwards, in payment to the CONTRACTOR where the actual quantities used in construction of the PROJECT are in variation to this quantities listed in the bid schedule. No claim by CONTRACTOR for an equitable ad?ustment in price or time for completion shall be a]ls:wed if asserted after final payment under this Agreement. If the quantity variation is such as to cause an increase in the time necessary for completion, the DPW shall ascertain the facts and circumstances and make such adjustment for extending the completion date as in its judgment the finding, �* warrant. 14. PROGRESS PAYMENT&,;�Jf;;y'%iy'r , Each month the DPW will make an estimate in writing of the work performed by CONTRACTOR and the value thereof. From tiach progress estimate, ten percent (10%) will. be deducted and retained by CITY and the remainder, less the amount of all previous t•'�w'" �l` 'k ,' payments since comiRencement of the work, will be paid to CONTRACTOR.'.°�r. ••/, ,+ •:•.. "fir '• . �. +%5•' n 4 When CONTRACTOR has, in the judgment of the DPW, faithfully executed fifty 'percent (50%) or more of the value of y�t the work as determined from the bid schedule, and if the DPW finds s Wont.- satisfactory progress has been and is being made, the CONTRACTOR may be paid such sum as will bringthe payments of each E/8/92 -10- � •,iS ��f'��'1''�� Ji�1r �t)Y t`.dF.'t��G¢'W�4f�S".�•L Ir.,�' �! u�FPv�1�', .so tOii c: � •' �-�, r, .rl�,. J 3' s S N R ; ' 4; _q h jty�, A. r;ti yf {tt'• � ;sY 1F r 4 � M1� r 7 • .�. r ad�in��' t' : 'zr 1 '� '7 it'd '•Jt✓�,M{^.�',•�'`�4rf; r.l pp •( �' r ,4r J f 1 'YeJ, t I month up to one hundred percent (100%) of the value of the work completed since the commencement of the PROJECT, as determined by DPW, less all previous payments and less all previous retained amounts. The final payment, if unencumbered, or any, part thereof unencumbered, shall be made thirty-five (35) days after the acceptance of the work and the filing of a Notice of Completion by CITY. Payments shalt be made on demands drawn in the manner required by law, each payment to be accompanied by a certificate signed by the DPW, affirming that the work for which payment is demanded has been performed in accordance with the terms of the Agreement and that the amount stated in the certificate is due under the terms of the Agreement. Partial payments on the contract price shall not be considered as an acceptance of any part of the work. 15. H Lb C NTR,ACT FUNDS. SUEASTI,TU ION _OF _SECVIRIT1U At the request and expense of CONTRACTOR, who shall retain beneficial ownership and receive interest, if any thereon, CITY shall permit the substitution and deposit therewith of securities equivalent to the amount of any monies withheld by CITY to ensure performance under the terras and provisions of this agreement. 16. AFF I AYITS OF $AXISFFACTION Of' Clhjj-- After the completion of the work cuntemplated by this Agreement, CONTRACTOR shall file with the DPW its affidavit stating that all workers and persons employed, all firms supplying materials and all subcontractors upon PROJECT have been paid in full and that there are no claims outstanding against PROJECT for 6/8/92 .. 1' 'rf/+*+a^�Arvr,;.�,' ` 1/'aMR -.... `..., r.l'-�Ar.'e�A'rRlfl'�.47sijr!,`ri4i'J+'+,r r.�Y,'jA•;'�ii#{:��i�'%f��.� .. .ter ..� • � '� ,. ' '.•V Jet .,., ur. A � I U either labor or material, except certain items, if any, to be set " : . . . - . , . ; , - L forth in an affidavit covering disputed claims, or iteins in connection with Notices to Withhold which have been filed tinder the provisions of the statutes of the State of California. 17. The acceptance by CONTRACTOR of the payment of the final 4- rqTrry certificate shall constitute a waiver of all cla ma avo "a under or arising out of this Agreement. TQA. DEFE SE, HOIDLEARKNAM "Y CONTRACTOR hereby agrees to protect, defend, indemnify and hold and save harmless CITY, its officers, and employees against any and all liability, claims, judgments, costs and demands, however caused, including those resulting from death or injury t o CONTRACTOR'S employees and damage to CONT.RACTOR'S property, arising directly or indirectly out of the obligations or operations herein undertaken by CONTRACTOR, including those arising from the passive concurrent negligence of CITY, but save and except Chose which arise out of the active concurrent negligence, sole negligence, or the sole willful misconduct of CITY. CONTRACTOR will conduct all defense at its sole cost and expense. CITY shall be reimbursed by CONTRACTOR for all costs or attorney's fees incurred by CITY in enforcing this obligation. 60. 19. COMPEN-S&MV _JN_UP_%NCJ!t Pursuant to the Cal Section 1861, D 1A CONTRACTOR acknowledges awareness of Section 3700 et seq. of said code, which requires every employer to be insured against liability for workers' compensation; CONTRACTOR covenants that it 04 -12- 6/8/92 Ll 1 Oil 'Al 0 El , L J j will comply with all such laws and provisions prior to commencing,', 'r ' performance of the work hereunder. 1j ff CONTRACTOR shall maintain suc!'. Workers' Compensation Insurance in an amount of not less than One Hundred Thousand Dollars ($100, 000) bodily injury by acciden�-, each occurrence, One k Hundred Thousand Dollars ($100,000) bodily injury by disease, each r. + ,',, •" ty, >,; • :'. '. ,. employee, and Two Hundred Fifty Thousand Dollars ($250, 000) bodily,'"; ► �; injury by disease, policy limit, at all times incident hereto, in forms and underwritten by insurance companies satisfactory to CTTY. ,�'\''S '.49,•,'r CONTRACTOR shall require all subcontractors to provide ,. ' f fir,, � ,, • ,;. such Workers' Compensation Insurance for all of the A,' ;'4 •'.'�''r' subcontractors' employees. CCNTRACTOR shall furnish to CITY a certificate of waiver of subrogation under the terms of the Workers' Compensation Insurance and CONTRACTOR shall similarly require all subcontractors to waive sub.ogat:.on. ' 20. 1MR.1-.0 CONTRACTOR shall carry at all tames incident hereto, on II' all operations to be performed hereunder, general liability insurance, including coverage for bodily injury, property damage, products/completed operations, and blanket contractual liability. Said insurance shall also include automotive bodily injury and property damage liability insuranca. All insurance shall be '4A '' ''I' t underwritten by insurance companies in forms satisfactory to CITY for all operations, subcontract work, contractual obligations, product or completed operations and all owned vehicles and non --owned vehicles. Said insurance shall name the CITY, its �,�;,4'.;. officers, agents and employees and ali public agencies as 6/8/92 If �I�r. •l,.l'd,r IL,�, --13- il•'W, !'' 1' •l^T.V+F (':11.iq .�4Mt'{rAli•Fr?'11.6 'r1'•.!'+".'�1' M G rs �f i .1 i. ; '1 i Y!; ., • I•r,'ir;! '+iY'y.e��, .�: r� '' 'r.' r"'„ determined b the Additional T.nsureds . CONTRACTOR she 11 ' • ; St dete y CITY are Add tiona rf • '; . ��, fib°;+ subscribe for and maintain said insurance policies in full force �yE�ar SFr:. , •,y��., • 'l.. . r.r,.� 11'j{TT' �-'"i'!f;`:•: fit•' . and effect during tha lif i of this Agreement, in an amount of not y' •' less than One Million Dollars ($1,000,000) combined single limit coverage. If coverage is provided under a form which includes a FF'''.,•yi� 1l,, `�� .,•, � `,Y �;,' designated general aggregate limit, such limit shall be no less Is Ail than One Million Dollars ($1,000,000) In the event of aggregate noany it ��,•',�!.����,,-,:��,;:•'+'tlcoverage, CONTRACTOR shall immediately notify CITY of y known depletion of limits. CONTRACTOR shall require its insurer to waive its subrogation rights against CITY and agrees to provide y, certificates evidencing the same. 21. ADDIIJONAk-MBURED EN prior to commencing performance of the work hereunder, CONTRACTOR shall furnish to CITY certificates of insurance subject ' to app=oval of the City Attorney evidencing the foregoing `rpy �`'► '•'�'`,r.;,;'' • 4J4, J.J. .f4..ti`•.i 4t'',. i'i;'i''' '1 insurance coverages as required by this Agreement; saidth ' F• nlir. number of each certificat�:s shall provide the name and p y carrier and policy, and shall state that the policy is currently in force and shall promise to provide that such policies will not I l'n , .;�v. 1' � it :: :I f, lt. •y •+, rl,. !•'.f•i I'' he cancelled without thirty (30) days prior written notice to foregoing insurance coverages CITY. CONTRACTOR shall maintain the g g g ' ',�,",:';� �rx•; �,r ,; in force until the work under this Agreement is fully complel ad and accepted by CITY f 1 yr The requirement for carrying the foregoing insurance shall not "IT? �741V,Y derogate from the provisions for indemnification of CITY by CONTRACTOR under this Agreement. CITY or its representative shall r°r•'*�r'f�,t•.' �;t�-..•.1:, at all times have the right to demand the original or a copy of aY�{, rp''r,•:+ . ,!?rt rzatxt i1.5 x.yfi,Tt ; 1 , ' ` • r: F/8/92 l�' ?, ..I !'' i .!'1's•►h7r)'"'Y.td', r #,'.. "' 'x, �ySt+'.i '^ ., iglF'fi�;�r;'k11:•• :�v.. h� •'lJfrr1,r: '{�'' 'PYi ��+f�a�11,r�;',i�a t ', •. ''�z n`� x�'r'.:'�1:.:�' � 'F:�J� r< 'I*'�F,fj'{•+: k. .4 �,•dlrF yYr/' �'y,{I•.,� 4j"r ,�. r'1 a, , :. , 1 Y'f':.r . '•r �;,.!`.}�•: i dt ' r,r t'h�l't•'5'1i'�i, •'�,i' ,,, .t/'' 1, , .' S`.' . p•.y,.y^ 7 yy F ' 1 , 1 , i t 'V 'j. �„' r',� ' '•'�+i f' it � } yy�;'i''t 'ri,�''! +i. i' 1 _ ��r,6'`,'}?� r r�• n`'4t. yak•+' S, r. ' •Y4 d. ,14"} t L " y �' ;y. !. • 7/ y ', o it 't % . . A. ' +r1',C,t"''• 1y,��j'! NZ ?4 .1 t ut A& M '.4 a all said policies of insurance. CONTRACTOR shall pay, in a prompt r, J, and timely manner, the premiums on all insurance hereinabove 1 required. 7. A separate copy of the additional insured endorsement to each Of CONTRACTOR'S insurance policies, naming the CTTY, its officers and empioyees as Additional Insureds shall be provided to the City *t�,v%z Attorney for approval prior to any payment hereunder. 0 22. UJAULT AND -TERMINATON If CONTRACTOR fails or refuses to prosecute the work hereunder with diligence, or fails to complete the work within the time specified, or is adjudged to be bankrupt or makes an assignment for the benefit of creditors or becomes insolvent, or violates any provision of this Agreement or the Contract Documents, CITY may give notice in writing of its intention to terininate this Agreement. Unless the violation is cured within ten (10) days after such Notice of Intention has been served on CONTRACTOR, CITY may, without prejudice to any other remedy it may have, terminate this Agreement upon the expiration of that time. Upon such default by CONTRACTOR, CITY may elect not to terminate this Agreement; in such event CITY may make good the deficiency in which the default consists and deduct the resulting costs from the progress payments then or to become due to CONTRACTOR. 23. D-LSPOSITIQN Op PLANE, M1MTBfi_AHp_D1HE _1=MU.,ar CONTRACTOR agrees that upon completion of the work to be performed hereunder, or upon earlier termination of this Agreement, all original plans, specifications, drawings, reports, calculations, maps and other documents pertaining to this -15- q r. I Agreement shall be delivered to CITY and become its sole property at no further cost. 24. LAN -ASS i NABZJIM CONTRACTOR shall not sell, assign, transfer, convey or encumber this Agreement, or any part hereof, or any right or duty created herein, without the prior written consent of CITY and the surety. 25. CITY FKPLS0YEE6 AND OFFtC7A CONTRACTOR shall employ no CITY official nor any regular CITY employee in the worst performed pursuant to this Agreement. No officer or employee of CITY shall have any financial interest in this Agreement in violation of v ,nt cgAM Sections 1090 et secs. 26. STOP NOTIS; L_RECOVERY OF ADMT�FVE COST CITY shall be entitled to recover from CONTRACTOR its seasonable administrative and attorney's fees, costs and necessary disbursements arising out o;' the processing of Stop Notices, Notices to Withhold, or any similar legal document. Said obligation shall be provided for in the labor and materials payment bond required of CONTRACTOR. CITY may charge an administrative fee of one -hundred dollars ($100) for every, ;,top otice filed in excel,; of two, regardless of whether or not CITY as reamed in an action to enforce such stop notices. CITY may scat ff any unreimbursed cost or expense so incurred against any gum r sums owed by CITY to CONTRACTOR under this Agreement. 27. .XGRATION CONTRACTOR shall be responsible for fill compliance with i -16- ,rat-�,��.f .il '•�d;Y!:Xl�"4,1� ,. ,p4"� .';�'' 1• rf,i7 1 4 r b� r rt rr� 1 y S 7{'tag •;:' 'Poo: v�� k' A ti; • F t",t�,�t�G�'�+Zil�f';f•rr�rl�.'�7�l�ll�il" ,.I'LdF1���rr,'it�J`r:,AIL•'.�i,'�(i%y�'';;"��a'.�(i}�r! �� Y ' ;• l 1 i 1 1 71 qi�. IC • • •,o-.•�: �,�r, III the immigration and naturalization liws of the United States and , • ,N shall, in particular, comply with the provisions of IF 1324a regarding employment verification. r + , 28. fIQUUra 'f f Y ,•r, . j...,f t Y hll notices required or permitted hereunder shall he II ,• �7.� ,•. .k L:'�yf'r f.� 4, j1'�1 r��'�rr P�f�.+f/ delivered in person or by registered or certified mail to an ",ft��Sfi�,W `' authorized representative of the party to whom delivery is to be made, at the place of business of such party, or to any other place designated in writing by such party. of the Sections of thin Agreement are for convenience and reference only, and the words contained therein shall in no gray be held to explain, modify, amplify or aid in the interpretation, construction or meaning of thy- provisions of tlO;l3 Agreement. 30 . LKgAL--5Z rES SUBCQNTRACTI G PROHj$ITFD r�yr r ar '` Wi? CONTRACTOR and CITY agree that CITY is not liable for payment of any subcontractor work involving legal services anti 5��.'���.}�J: N .• %,r,, xd'� 'fir.. ,,� that such legal services are expressly outside the scope of AV; serrvicem contemplated hereunder. CONTRACTOR understands that pursuant to Huntington Beach City Charter 309, the City Attorney tw "�I7' i,',�,`;t ,1.S��y,',y'si � •.,� f l'�' 3r1.'ry is the exclusive legal counsel for CITY; and CITY P ;all noL ba •,r.4 .�•i", ill;., •�:�,�{;".tt _ •1•!r:r .,; V,: r�. ;,�7 )t 1;able for payment of any legal services expens3s incuLred by CONTRACTOR. 4,rY7 „ REST OF PAGE NOT U:�ED .;bl 44. {Vie,', �. .r•l+ •y','', �}j; •r, `, �, r lie • �1. 1. ��# � !v�ajc; 4 '. r �V � �'j.' • ! � ''' �, {.''� ,,�.Xr •� r i.y. � t ai • 1 ', i',' , ��;,,.ytI - t',-ini r. •fit „r 4+.r r Y .1 , r } 1',;,%. ',i? +f .` •�TI"W�r'S".1'...�'1 • ...,'r.;r4*` ,.';lil1 :,p•'„';r,^[L•+':°'. ••�. },�, �;' ,i� irf :.: 5�•'•'�'''',•,y��•• ,f...� r„f17r„fir.,,. y9X i• • J. tir , 31. E TIR -TIC The foregoing represents the entirW Agreement between the partiza. IN WITNESS WHEREOF, the parties hereto have caused th-L, Agreement to be executed by and through their authorized officers the day, month and year first above written. r".ONTRAC:'1 OP.: 14ARVI CONSTRUCTIOI'a, INC. Wesel/ei Y I.T. W16rvi, President Starr D. Warvi, Sec./Treas. ATTEST: r le City Cler!c �// REVIEWED AND APPROVED: Ci t,l Administrator g 6/8/92 CITY. OF HUNTINGTON BEACH a municipal corporation of the State of California i Mayor APPROVED AS TO FORT-1: City Air ey I ITIATED AND APPROVED: Director of Public Works !. r Y 1 I. x.•r -18- r I .,1 (n 'dl,pl,rul.n4•yw,'p„•„r••nuy b,.•n., r•,nn„ru•u.•y�waM eN)•,u.Y,..,.w.naHe,y,•n.q•N•!,•�w••Y,w,.N/••pru„•tYw,ngMN1., r,,, ' b1 �a �e re t T7•1•�.11X �Y .. �+ .e, ,k Ax��1 i1y�.l.. ... ..... .... ... ...1•I..w5F,1,..»/.. 1 Y, 11t 1.1.1,.. 1•,,,,lil, C,M ry,.,/,ttiY..'r'7L fi M7l-'7.I F;'7`i. i`Ii 4/i'f�111 �: A•, ;r,::",iri•ss.i11 uiJl�t:�„ •.t:�F.,;if:,st•i'Y,�irs{ta,t, u, s. ;f•Fi::,;la.,rl :u•,r �'jSi eft Y �iIZh.� trf1 '-....r}i. ..�t. •:1�......,... lle;7l .:.: ., ,. .,.J.1,,.u. �, .,. ,! •!' ,i• :Ly, .1: ... ,,. „i..; µNd Si.!fyt ..1i„�„tJ,' .,.,. 'f`ti7 ,,ti' t :,( ....... . .....................................:7•, ........ ,.....,.....,.. ,.,,, .l�:Ili,.ltt:'::,t':'::;•:I;:.•;!:=�:L.. Nrodxar TYIS CERTIFICATE IS ISSUED AS A MATTER OF INFOR14ATION CINLY ANTI CONIEAr IiO RIGHTS UPON TIlF, CrP•TIFICATE HOLDER. THIS CERTIFICATE IM7ES NOT AMMND, White Oak Insurance so ---vices ExTE11D OR ALTER THE COVERAGE AFFORDED By THE POLICIES BELOW. 21363 1:a s 3 Lin P t . Suit() 215 ---------------- ChatsTtarth Cat S;1312. COMPANIES AFFORDING COVER.AC,ES (a1tt) 172-�it)o7 Lottery A citation insurance Company --- --- Cw%mny Ir-ured WARVI01-RU I r.tter B Comport) i Letter C W ;rvi Cons ruction, Inc:. Cccpcny - 1593'�• Chemical Lan© SEC Letter D ! Hunt�ngtor. E-each, CA 92649 - 11 Ca.�:ny L 1 Letter L ,. r„ v.ttF>.n,vttue>.Urot„> •., u. a.. ,;,,1, wlo•: COVZURAGES' ...... !, •„>,., ,. ...-...:.'. '. � ::,;.;���:. .� ......, ...F�'.:�7::'.-:a:%'.:7 i .. '!E r(7i,.';.!':;ai:•.'..(:�tSi;:! tY.:a 'HIS IS TO CER MY THAT THE HOL:CIES OF INSURANCE LISTED eELC'•1 HAVE BEEN ISSUED TO THE INSURED WAXED ABOVE F:1a:;tl:NT.THE KLiCY PER - IOU INDICATED, NUTUITHGTAQMG ANY REOUIREMEIJTS, TERN W CCI;DITINI OF ANY CONTRACT 02 OTHER DOCIIMEV.T WITH RCSPECT TO WIMCH THIS CERTI MATE MAY GC ISSUED On PAY PERTAIN, THE INSURANCE ArFMDED BY TILE POLICIES UESCRIBED HEREIN 1S SUBJECT T:1 ALL INC ITMS, ! EXCLUSI44 AND LUVDITI(X45 Cr SUCH POLICIES. LII4175 SNM MY HAVE BEEN REDUCED BY PAID CLPINS. f Co TYPE OF INSURANCE POLICY 10!:EP POLICY EFF DATE POl,1CY EXP DATE LIIIITS j ITR� (M, rdd/yy) (crl/tid!yy) CEHERAL LIARILIT; General Aggregate S 2,000,000 i Prod•CoM/O;n Age S 1,000,000 ! ?1 Ih Corzereiat Genera Lieb. CCP002112-1 12/28/91 12/28/92 Perz i Adv Injury S 1,000000 `[ 1Cleir.:: Mnd's L)10ccur Each Occurrence S Ile00:000 1 (,It) pert; L Ccntractors Fire Deawpe % 50 ! Protective (Arty " fire) [ ) Nedical Payments S; 1 C ) (Any one person) yI AIIi:.:'C3ILE t.lA91lITY Ccabirtad S Sirgle Limit [ 11,ny Auto i [ ) All O-m:d Autcs I Bodily Injury i [ T Scho4i1f,d Autc: I (Per Person) ( ) Hired Autos { C 1 Ilr„-! - Owned Autos Bodily Injury t I [ l GaraSe Lirbility (Per Accident) [ 7 Property Damage S ! ExCESS LIAIIILITY Eacn Occurrence S } [ ) 11-hretla For;-: rr I Aggreget+ f ! [ I Othcr Than D-t_,relln Fc">,.......„•,M1Y,a:':c ! OG'.KERtS CU7A_NSATIM I 1 Statutory i Al:O Each Accident f Ct:'i.DYFH�; LIAGILITY Disease -Pot Linit S Disease -Each Errpl S ''''( i I01EER ,I Description of Operotiwu/Locatirns/Vehicl ;;Sr.:=irl Items r.ddit.i ona3 insured: The City of Huntington Beach, its off. icera, agents and Jn% Site: Main ??zomanadct Iiuildinr Relstrooln Job Cost: $71,640 . CAN 1 � n arlcellatioTT for nvn-pay. »•,•, .... CZRT1 ' FETE 'liOLD .?..... . .. .:.:....: ,, CEr{.�A ICI'•'::.::'..•'.�'.".:�:'::::::::'::.::'..,...:,. ,...,>a;ts•-s:, ,,,,h,:#,.:::� 602 i should any of the above described policies be camell!7-;-<:7-vrd before the The City 0f Huatin ton Dear 1 � expiration date Wwreaf, the iseu i g P t� c�nY will 2000 Main Street Mail 30 days ,critten notice to tlfb certificate holder easel to tale Uuntington Beach, Ca. 92648 :' left rr!';,' nee{ Authorized Rcpr 3ent1 tive �i• :li7 :riTl�::'ay•".0 �..A� 4�r, 1t$tt �', �► •ry t ' 'n u M r a Preducer THIS 15 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS ;h THE CERTIFICATE HOLDER. THIS CERTIFICATE DWI NOT AMEND, white oak Insurance Services EXTEND OR Alt; k THE COVERASE A►FORDED !Y THE POLICIES BELOW. 21363 Lassen Street # 110------�----------�-�--- --�- ChaiLtsworth Ca. 9131.1 COMPANIES F: FORDING COVERAGES (818) 772--6607 Company Latter A Company Insures! WARV102-M/.P Latter B Century National Insurance Company Company Letter C Karvi Construction, Inc, Ccnpany 1593 Chemical Lana #C Letter D Huntington Beach, CA 92649 Cattpany Letter E !!,.- r� e>rw.{ru>e}e.,,,.,.+,,,:u,.n`:r;;�'',uewr.:,,,,..,.•. •C .r .,e,..,•„•>> :r,e.;::,r...,,.rv:,p,•,,,r.•,..,u.»,.„v.�-a,.arw,}}'in naw.u.....;: V 1r ia. �J L: A7 ? '•R <'ir r(ry r.p,., ..,7 • .r. is .y.ji ., ` TT TT j `,... .+ffltt ..f.!'f f:,P TOO IS TO CERTIFY THAT.%f.'TILE POLICIES off I„RS�JRANCE LISTED BEL(OW HAVE BEEN ISSUED TO THE INSURED N#31ED ABOVt FOR THE POLICY PER- IOD INDICATED, NOTWITHSTANDINS ANY REDUIRiMENTS, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE 4AY BE ISSUED CPR MAY PERTAIN, THE INSURANCE AFFOPOED BY TPE POLICIES DESCRIBED HEREIN 13 SIIRJF.CT TO ALL THE TERNS, EXCLUSION AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE 0► I2.-IURANCE POLICY NUMBER POLICY EFF DATE POLICY EXP DATE LIMITS LTR I I (sua/dd/fi') I (mmrdd/yy) GENERAL LIABILITY General Algi-eet.te S I Prod•Cfnp/Ops Aiag S E 1 Commercial General Liab.' Pert & Ady Injury S '"•'-i sI ]China; Masse t )Occur Each Occurrence = I ) aaier's i ContranZors Fire Damage S Protective (.Any am fire) [ ] Medical Payments S [ l (Any ors- person) AUTOMOBILE LIABILITY Combined S 1,000,000 Single Limit 13 t 1 An/ Auto BAP43468 02/05/92 02/05/93 Bodily injury S C 1 Alt Owed Autos [f 1 Scheduled Autos (Per Perm+}) I I Hired Aut03 Bodily Injury S Non - Om-ed Autos [ ) Gsra;e Licbility (Per Accident) [ ) Property Dmmgt S EXCESS LIABILITY Each Occurrence S E ) L4*rella Form Aggregate S [ ! Other Then Uaibrel l e Forth ' ..., WRXER'S CCiOPEKSATIOH ~— ( 1 Statutory : , ',`•' „" AND Eash Accident S EMPLOYER'S LIABILITY nisease-Pot limit S Disease -Each ErIpl S OTHER Descri tion of rations/Locatfans/ iehicl s/Special Items AdppdRiionall Insured: The City ay Untington Beach, its officers, agents and a=181""Main Prowana►de Building Rost pfl Job Cost: $71,640 O clay cancellation f'or non -pay. CIR`x'IF.IC�►^,'F":`HUI.f�}aF4,,;,..... . .. � ........ �.I�C� 1;11 �k�i: , ..,..;. `: .•;>: <:t: �i:::l�� :.:i'I:::�;: 0 0 1 Shoutd any of the above described�nq licles "be`cancelled before tht The City of Huntington Beach expiration dots thereof, the iscaaPery will 2000 Main Street rail 30 s:a+ written netts: to cerf,'Ificete holder nesaed to the Huntington Beach, Ca. 92648 left APPROUD AS TO FORM: GAIL I1UTTO11. City Attorney Autharizim Cepi.sentative I3 reputy City qAttoz'110Y 17/ 0 f iq 4"_,..I. ....��.*....: ,::..., :.:•.:,... t1t ' Q�iIfS`.A (P.11cal:l)�r�t1j�,,A,nc f}' .F. ���a�r4 i. • It k't • ,1 •'.'j f ..�'11' I11 IU. r r 1, REQUEST UES1' 1=01 "CITY COUNCIL ACTION 11. Date _„,A=1),2Q. 1992 Submittod to: Honorable Mayor and City Council Submitted by: Michael T. Uberuaga, City Administrato O*Lou!s F. Sandoval Director of Public Works Prepared by: � , :•' -� ��•� . �. Ronald Hagan, Director of Community Services ! ! DOWNTOWN PUBLIC RESTROOMS MAIN PROMENADE PACKINGr, J Subject:,, �. STRUCTURE; CC-835 YrltovED BY CITY COUNCIL Cnnsistant with Council Policy? Yes ew Policyos Exce doN Statement of Issue, Recommendation, Analysis, Funding Source, Alternative Actitrmi-At.•' ' STATEMENT OF t5 , . lei •'' STATEMENT J �'I The plans, specifications and a cost estimate for the construction of new downtown public restrooms in the Main Promenade Parking Structure are complete. 1. Approve the plans and specifications and authorize the Director of Public Works to solicit ,v'• ., bids for construction; and 2. Approve the attached Sample Construction contract subject to award of contract to approved lowest responsive bidder. A_> XrYSIS: 'IE The general public and merchants in the downtown section of the City have expressed concern ; that there are no public restroom facilities available. Therefore, on November 18, 1991, a r Council approved an $82,500 appropriation for t:::. design and construction of new restrooms in the Main Promenade Parking Structure. Pursuant to this approval, plans, specifications, and a +.'. cost estimate for the construction of these restroom facilities are complete and ready Ior bidding. In accordance with the California Environmental Quality Act, all projects to be carried out by public agencies are subject to a review of potential environmental impacts. Pursuant to the act, this protect is exempt. r: f HINJIl .,t; SQtjRC c Based er, tine Architect's estimate, the cost of constructing these restrooms is $73,150. Funds ` of $73,11.10 area available In fiscal account E-CC-CS-711-6-46-00 (niain Promenade Restroom;). ALTE N,f� ATIVFAC,TIQN: + } r + Deny approval of plans, specifications and Sample Construction Contract and forego the construction of these restrooms. AITT-LCH&TATS: ' Sample Construction Contract MTU:LFS:DRN:dw 03205E/10 No 5/05 ,• + 4'.+ ��y�4�7'.{tl,'''''I:.J .'' :+ '` .�. .ra i,7 r',+ ,,F ,�t �•5t (.>;.,� r ... S.r `{ i4 {} 7 A••,. �•. •,f''';'j .. `r .r tj'i 1. tl, ' n .. ..."IjOW., „Cl. t.+:�..� •.. ra'"•°Pig'. '� IF. II I. 1 T� 1 DFAF CH .AND FOIE THE CONS',1"-tUCTIQX-p CQf�IIq'A'pWN_I'U�' Z�Z70!�IS-I.1r-Pli►DE kiQ.L�'i THE SECTION PAGE i . STATEMENT OF WORK; .ACCEPTANCE OF RISK. 2. ACCEPTANCE OF CONDITIONS OF WORK; PLAN� '.�'�'y���;�„•'fiy�' AND SPECIFICATIONS . . . . . . . . . . . . . . . . . 2 3. COMPENSATION 4. COMMENCEMENT OF PROTECT . 4 `' ,': ,Vic',}I'n�"5' 5. TIME OF THE ESSENCE. . . . . . . . . . . . . . . 5 6. CHANGES . . • . . . . . . . . . . . • . 5 7. NOTICE TO PFOCEED. . . . . . . • . . . . . . . . . . G 8. BOND5 9. WARRANTIES . . 7 ?t,,,�r;x •ark:. 10. INDEPENDENT CONTP.ACTOR 7 11. LIQUIDATED DAMAGFS/DELAYS. . . . . . . . . . . . . DIFFERING SITE CONDITIONS. . . . . . . . . 13. VARIATIONS IN ESTIMATED QUANTITIES . . . . . . . .1G A`f 14. PROGRESG PAYMENTS . . . . . . . 15. WITHHELD CONTRACT.' FUNDS, SUBSTITUTION OF SECURITIES. 12 16. AFFIDAVITS OF SATISFACTION OF CLAIMS . . . . . . . .11 ;r:;;�t�;:i'�,•; �. ;';,� t,�" � ` : ,` 17. WAIVER OF CLAIMS . . . . .12 ''',.;;a'",,• �,I.,r�./ 18. INDEMNIFICATION, LEFENSL, HOLD HARNESS. . • .12 19. WORKERS' COMPENSATION INSURANCE. . . . . . . . . . .1'3 Fla; • ►: 20 INSURANCE 14 i . ��;; ',.'i,y�{,.r'� . • . . • . • . . . . • . • • • • . • . . • • • 21. CERTIFICATZ"S OF INSURANCE; ADDITIONAL '... INSUREDENDORSM-TENT. . . . . . . . . . . . . . . . 22. DEFAULT AND TERM-INATIOK . . . 15 23. DISPOSITION OF PLANET, ESTIMATES AMD ,1g. I,`�,�, OTHER DOCUMENTS . . . 16 i.:yy 24. NON»ASSIGNABILITY. . . . . . . . . . .16 fl:. 25. CITY EMPLOYEES AND OFFICIALS . . . . . . . . . . . .16 26. STOP NOTICES; RECOVERY OF ADMINISTRATIVE COSTS . .17 27. IMMIGRATION . . . . . . . . . . . . . . . . . . . . .17 +.r. •I ,,. ,,I• '.I , . 28. NOTICES . . . . . . . . . . . . . . . . . . . . . . .17 29. CAPTIONS . . . . . . . . . . . . . . . . . . . . . . 17 30. LEGjU SERVICES SUBCONTRACTING PROHIBITFED . . . . . .18 31. ENTIRETY . . . . . . . . . . . . . . . . . . . . . ..18 I f, � A c'i;d,1PLE. ONLY n `• j ' o LSvV ,� .M •y+J;,,r1,.�r''',i� .,iG'' X'r.,.r� }�i, ,' ,r,; � ,. � � A'r..���/i.i'•1. •i'. , �� .+;Y �r,•!,,,�,��j;(.,;r1 ii' t!' ,, fir`•,.,'•' �.'�,� ., A. 4i'.'Y 4b'i }i;r.'^..`,! ''t 7 r, ' •°+1 r�,'l^�75�' t I 'i ' `f ,•j[i, { '1• '. l' ,r. r��p • A. •r,J, ,r• l., "lya 'r{,r r� � 'r ' 1 ) a,r- ., u. `, Y'W ti, r ! ' ...�, �'.' s �., +, , PMvl��� 1 . , � , !`' • r ' f'r i , • ` t r i +�!,;ii � ': ��,'R':drefi 7, ; �r r,��7"'�4 ��• V •rr�,i d,J �`i'i 7!! !'. 'rr yT rrT� ,51, % (..j ,', r 'i,� ( V� a ,, ..'. „ •*`'•(,�,•, r r� 4'',r i, ;t. . _.•7�r,!'.' r.� ..... r l`" � r 'irk it/I A. ,, r``• �.,�: R!, ,r�A� )',y�ry,�" r', ,! .. . r. .- -, r.F�r .. _ -A' r ... `,.�. i:- .. -. r'r, , ri• , f,�� 44 71n .YXr[,y�,t ': "�• • . 1 �i.�r'`•r r7 r�•A. -. PUB r•.l,.i M-SUMM12ING �^ "7:" ��•;�;,� •r`�' i4 THIS AGREEmEHT is made and entered into on this 777 al of 1992, by and between tIre CITY • +.�,'•' 'ri . ' OF }iL7hT:iNGTOiJ BEACH, a municipal corporation a£ the State of California, r + ..'r'Y�,,,,•,. allfarnla, hereinafter referred to as "CITY, " and a : , 4 ;:;;. s California corpor:.tion, hereinafter referred to as "CONTRACTOR." WHEREAS, 'r. .+, �.,. I ;x�-;�•, P.;7. CITY has solicited bids for aproject, Public works s r +, ';.,;''��'r•!Y• +.:,y :re2:eirtafter referred to as "PROJECT more fully deccz•ibed as the construction of the Downtown Public Restrooms in the Main'ly ,' `i,. 1 �•' g he City of Huntington Beach; and , , r.. , ...;,,ky Promenade gui13ir1 it) t: �•, CONTRACTOR has been selected s • ;•'{r i1'•.. , • � � and i� to perform, said ciorlt y` • '•�„'•�yj�,,.'. ` NOW, THE,P.EFORE, in consideration of the prcmises and ( t y•,",_, �` ,'' ?r: 'i�t T• , �.. '.. ' agreements hereinafter made and exchanged, the parties ccvenant � �• � P; ''�••`, f.. and agree as follows: 1 BT NT CONTRACTOR shall furnish, at it; oyfezpense,alllabor, i ';;fit.;• labor _ plans, tools, equipment, supplies, transportation, utilities and >' ! . w', • f all other items, services an � d facilities necessary to complete and construct the PROJECT in a good and workm ixemanner. c.nl CONTRAACTOR " agrees to assume the risk of all loss or I `;�A•,. r' I ` damage arising out of the nature o' the 7FCT .. , %- PRO► during its ,,r :•+' r progress or prior to acceptanca-, from the action of the elemen-, s, •e` ��, from y unforeseen difficulties .�fi,''+ �(;•,..,..� fr an unfor a culties which may arise or be e.i^auntered ,' �s;;�.'.'`�3''',+"' `'r•' in the prosecution of work and f ? .l%s of for al other ri:� � airy' w, description connected with the work including, but not limited �• �, :°, ,, '� '�. to, all. expenses incurred b p P y or in cnr�se uenc.. of the YY SAMPLE ONLY '•,'t + , tfl..'',i,A{,I��.r . +' 1 ,r �� ' j ,, SL� + r.•'S1 .,+��d 6 }�,r i Z �ly'£tl ✓4�"f ,y PY �•�Yf .�wl�r�,l. i,.r,, ,,,r•, ij t,r a, ,M r .P .i,., .rt / 1 Y.� �`, dl L I— A� �,y^� r �• ��f��"�jra , , r�.'. d•A 5f'. 7.- •�1,. F'R.'+�;�F I+�pAVa,<1:''il il. �d. �'.9. ,r' r! ,ra` , V1, rtil i• a Alf ' ir��' �'�';7 � .1 r i . • ' ,.� ,l1: ,�I���, �y��r�( �����`�ti �;,� r' i,. t r,•,.`Y+� ' .�r'�f�,�yji,r^r• t t�';! •�', r'" � � '. � ' l` •,C,.A ti �t�• �{"7�(��'}..ri �r�. •'i� ,}'�', f .7rini4j�R}A',�+� �� �;k ,,,rrh;. . � - , � • r A lM�� . r :' • , •� •�°'; � 1� 1 .... ri r, N, (1r J%'� ,ij,• r r' , �t ., �7, '' � t ( '..i. :r'•C'4 ��^y .�'� ' .�h • J L` tt� 4 it r,, •`k.-�';�, , .. , � '.v `i'ir.'x. ' ii'•'�"l'.r raw /+� � 4,[,Y{p�5 K /•:,'- ''�'{•A'Y,J ��? . �'' ,'• ' 1 , I , '' '�'h'1' ' 41,N'� \., �''r• fir' �t• '�; YK I'r 'J+ fJ _ "f t 't: 4{a a'f., • yr •j�'rr, ,v '' k ' ��,/r'RI't �i; 1,�;'i ;� .. ' ;Y'; r'{'a?�w7� ri(. ,�. �L f u.,.. t,a t .,'• �I.i Tr r �'�'C ! ,� �y`1 � 1'j ,� S i r��! �r JA%v7. „. ' I j �y '" A ;'� •f4 .b. i .� �' ( h, i•4 or^r�"f• •� ti' , .}. 'M' �'•} i r'!'+;#�;T/'i J.. 1'1, r: ,"� `d .•ly,•1'I,"�%';, i' �,,. 1. %Jnti; a # Kj r', r ,•"„!'/„�' 'i R / }'r,..F �. (1 I T r" t r ar(i •' r'i 1. - I' ,. ! ... �. .�• , ��t' k •T`.f '. .��}'•Y ;/Y,y �p•,I,Il •Vi',�r. f�•,,�'�•''•' •`, '„11. f1, 11 ,r or discontinuance of wr ., except such as aie herein expressly r•r. ;,':!;;�,-••.;_.' stipulaW to be borne by CITY, and for well and faithfully � �?! '{�'}''J''F'i.,; . ; '. ' 'Cl; 44y 1. 1' r r; ,� � • " ,I ,,.. comple;:iag the work within the stipulated time and in the manner. tint }> •P . shown and c3escrit�ea in this Agreement, and in accordance with the . , .� r req�!ir.emer_ts of CITY under then fir the compensation sew . forth i.r� the accepted bid proposal. ,•' ¢.;�,�,�,$, s��PJ' ems,. however, the total compensation to be paid is to be computed on the basis- of he nits of work as i is actually per �tr, yr t u r t performed, in �,',, +°,,+:•,k�?.,.. �;�•�, , . • �� � � ; m�,5, • +�^ is A.���;�r accordance with the stipulated prices nai:ied in the Hid Sheets). n prp+h*./•+ '+ �,r}� }� '�•. r,�K u }��T a �'..a�,�'',:, },' 6 rlc��c a`.�F7�.�'..^��'`..�ONPITIUMS �a'J•' wSLl3..}.i...rF�l]..�r , t,•,, ,� �, CONTRACTOR acknowledges that it is fully familiar with all the terms, conditions and obligations of this Agreement and ,r r• �• .r the Contract Iocuments (as hereinafter tafined), the location cf the job site, and the conditions under which the work is to be performed, and that it enters into this Agreement based upon its :'s ';` •y'�` investigation cf all such matters and is relying in no way upon any opinions or representeLion► of CITY. f it is agreed that the Contract Documents are incorporated into this hgreaat,�nt by this reference, with the same force and effec',: as if the same were set forth at lengLh herein, and that '• `yip"'r'• Ii'.. ! 1 CONTRACTOR and its subcontractors, if any, shall. he bound by said ,.F Contract Documents insofar as they relate in part or in any way, directly or indirectly, to the work covered by this Agreement. , ,rrti'fkalq�'.. •fr .. "Contract Documents" as defined herein mean and include: A. This Agreement:; B. Bonds covering the work herein agreed upon; C. The CITY'S standard Plans and Specifications and I.r' %:i ' ' fps ,•f '.' .. .. ... .• y. It ' 41 f'r'•5r•1 'Yf' ��•. r.f•' f�f l,'. I •, YT ,i �± �1 Y, A � � � A •yyY :4 r, i ,� ' , ti� '.t rfv.t`� ! - SAAMPLEONLY ,�r( ,•,� , +••lr (, (,, (r�l. .SYe ,. �f',Y'1 r 'h��.�l4'.SM1':#,!�i+.rll+�i'.1 Y''���4p .•R7IIVfM f r,,• ',',1''V�+r4�J�'�'Y' J ;i�••f f , tii�� r J'iyr • ,r., f :J i RI,}• ,` r a 0 I� W to v I of i 'Oft r 10 W1. _Aj.dn Y 4L special contractual provisions, including those on file in the W office of the Director of Public Works of CITY and adopted by the City Council of CITY, and any revisions, amendments or addenda 4FI'r ;�Y'x , thereto; DThe 1991 edition of $JA-,r&,rd Specifics1tigns for . 4 *grl: Public on a t riLGh,,JD n, published by Builder's News, Inc., 3055 Overland Avenue, LoS Angeles, California 90030, and all amendments thereto, written and promulgated by the Southern California W chapter of the Anierican Public Works Association and the Southern California District Associated General Contractors of the California Joint Cooperative Committee;E. Bid documents including the Notice Inviting Bids, the Special Instructions to Bidders and the Contractor's Proposal (attached hereto as Exhibit W); +•{'','' F. The particular plans, specifications, special provisions and addenda applicable to the PROJECT. Anything mentioned in the Specifications and not indicated in the Plans or A indicated in the Plans and not men�ioneld in the Specifications, 17' shall be of like effect as if indicated and mentioned in both. In case of discrepancy between any plans, specifications, special provisions, or addenda, the inatte.r shall be immedipte1j, submitted by CONTRACTOR to the Department of Public Works of CT1`Y (hereinafter referred to as NDF;10), without whose decision said discrepancy sh.L 11 not be adjusted by CONTRACTORe , savoy only at its own risk and exnense. Should there be any conflict between the terms of this Agreement and the bid or proposal of CONTRACTOR, then this A reeieit shall control and nothing herein shell be considered as -3- SAMPLE ONLY 7" +10 rr ilk Vd, Vr V%p M yft 1W. �.X an acceptance of the terms of said bid or proposal wi,ic!l is in conflict herewith. j V 4A Or 5 MPENSAT11ODi CITY agrees to pay and CONTRACTOR agrees to accept as full compensation for the faithful performance of this Agreement, N. ANY. subject to any additions or deductions made under the provisions :..,.afY',.' 'N; of this Agreement or the Contract Documents, a sum not to exceed ($ as set forth in the Contract Documents, to be paid as provided ill this Agreement. 4. CQ&=fX NT QF CONTRACTOR agrees to commence the PROJECT within ten (io) working days after notice► to proceed is issued and shall diligently prosecute PROJH.CT to completior within sixty (60) consecutive calendar days from the day the "Notice to Proceed, is issued by Ilepartment of Public Works, excluding delays provided for in this Agreement. 5. TIME OF THE ES5ENCE Vie parties hereto recognize and agree that time is of the essence in the performance: of this Agreement and each and every provision of the Contract Documents. CONTRACTOR shall prepare and obtain approval as required by the Contract: Docum2nts for all shop drawings, details and samples, and do all other things necessary and incidental to the prosecuticn of its work in conformance with the progress schedule set forth in the Contract Documents. CONTRACTOR shall coordinate its work with the work of all other contractors, subcontractors and CITY forces working fin the PROJECT, in a manner that will 1 14 J-k -4- SAMPLE ONLY , 446"W1 . k,q V1, ,�,�' ,.r l ,err, 4 • r 'r •r;'r. TY. - •i�; �''lii yy !/�h�(i �'.ir/{',: 'ti�..v r _ ��'' r •F r 1 ��t t��' C,,11X ii.l 'ii ',{.{' .&�`'Ix'' r r.i' I! `','. •'''" '�{ , •! a,i ,1,�'„ .r '# ., r o 4f.1'I r.: ^.,$;1"0t j the PRO a the efficient completion of PROJECT and .tat f aCrll provisions of this Agreement CITY he a ions acct►rdarce with t ternis nd P �' �r4i' shall have complete control of the premises on which the work is "r ��•� " :' '' .�`'► Ids ;` .. ght to decide the time and T':,/+,•�t to be performed and shall have the ri y i order in which th�� various portions' of thIt ®R s� worlc shall Ice performed L r her r.ontractors, subcontractors Y' and the priority of the work of of � �' s •,, �' ` matters concerning the timely r and CITY g i , ,'� ;.'', .•.';' r,�j`4;,.:r., " forces and, in eneral, all ! o f CONTRACT o uct of n the premises ' and orderly cond the work •F« �'r�i r•11i•{.�::'i'r? xl.ril':GH. . Ort. S� '' ' '' CONTRACTOR shall adhere strictly to the plans and .• • 14, specifications set forth in the Contract Documents unless a change therefrom is authorized in writing by the DPW. CONTRACTOR agra9s 5f",•�`f;; l :! 1.' to make any and all changes, furnish materials and perform all i,'{; 4 '` wank necessary within the scope of the PROJECT as the DPW may make anu in writing. U:�'_'er no condition shall CONTitACTOI: j r-.quir:s nail",,ylj , c t 7sug e s without the written order �f the DPW, and CITY shall not ' ryn.� • •'+( '' charges mads by CONTRACTOR that have not been agreed ^' • ' • Y,' pay any extra upon in writing by the T.1PW. Wron directed to change the work, CONTRACTOR shall submit y t F ' •'• �,n N' eM1 �t ', t 1: YYY '''' 0 A1`, r, �+ n t mmediately to the DPW a written cost proposal reflecting the ffect of the change. Should. the DPW not: agree to Buc.) cost roposal, the work shall be performed according to the changes rdered :,n writing Uy" the DPW and the proper cost thereof shall be enoti.ated by the parties upon cost and pricing data submitted by he CONTRACTOR; thereupon, CITY will promptly issue an adjusted hange order to CONTRACTOR and thu contract price will be adjusted upward or downward accordingly. ,,5 •fit ��• ;���...;: rjFS••'�'n 5 r ' •.irary X r •4 -- 5 -- SAMPLE ONLY .'fir iwr*r�°;.���k°!�+.°R'I�l,�i,l+f�•(;'''"'�''. rrr +, .,��,��"' V. w''- yr .' r . / :� Fes'+ r 1, r�♦ M1. RM 12 M !) M !J —o orh�l , ry" MWQ M. 7. TO FROC No work, services, material, or equipment shall be performed or furnished under this Agreement unless and until a Notice to Proceed has been given to the CONTRACTOR by CITY. CITY does not warrant that the work site will be available on the date X V the Notice to Proceed is issued. In event of a delay in commencement of the work due to unavailability of the job site, for any reason, relief to tli,.;- CONTRACTOR shall be limited to a time rmltens-Ion equal to the delay due to such unavailability. 'J; CONTRACTOR Shall, prior to entering upon the perform- ance of this Agreement, furnish the following three bonds approved by the City Attorney: One in the amount of one hundred percent of the contract price to guarantee the CONTRACTOR'S faithful performance of the work; one in the amount of one hundred percent uch performance for v period of of the contract price to warrant s e in the one (1) year after CIrVB acceptance thereof; and on J amount of fifty percent (50%) of the contract price to guarantee payment of all claims for labor and materials furnished. 9. The CONTRACTOR unconditionally guarantees all• work done tinder this Agreement including, but not limited to, any workmanship, installation, fabrication, moterial or structural 1 facilities construcLed. CONTRACTOR, within ten (10) days after notice by CITY of any defect in the work, shall ;lave the option to '47". make appropriate repairs or replace the defective 4.tem or items. Upon expiration of such ten (10) day period, CITY may then make CTORIS risk and expense. appropriate repair or replacement at CONTRA A SAMPLE ONLY 710, A6604'i, 1: I ",.V•'., , �'��..41 , v ��•i i1•'=1�/'yyl�t": ...... �' 7,14 i•'..5 .r.'I .1 ri �r,j.,y' , .r•/. �!''i� , M,. 1 Y1p{� .r .,��'��" 'j ?i t .r - ,•1 i f ' N"r7`4 ''Y�',�+ �"r ir•'i.,i .1"�i � n;�(�• ��i, ) r Nrl.� r .r 'Qr.%�,�I,�¢.�t'Yj`�'l,i�i •M• f Y\yJ,•q .!'Y.i iMEN �P {(•'J,,I:f 7'7�,..ti �Jrl �.. :! r•!•.'+.�';Y '�%�f.!•�fl tl ; r ��.y,�,�..jy���r+y�.Ir��,v '�A.`�('�',.+',,��,(;:.'+' ,U -! f' t. }•'A p' r�• f, ' ; nazi ^kl jj� r , a}����'��•'i '�,. ,'$"'.' �'711,/ r ,1 • • y ' `r,` ` .._ T a.� :.,..� ..L�F' • � ' ' •r.i��•v ",Tr +4;�l�.i ` .. .ri a. ,,... ':� ,. t .. , _ .. _.,.. .. . , .. .. ,.. ... .... ... - ;'' ''i.i t'�� M• t' q , 10. INI?ERENDENT CO TTRRACM ;, ;,:'i�;;; •. It is understood and agreed that the CONTRACTOR is, and shall be, acting at all times hereunder as an independent ' �,y� ,•{, Y �,,%sir' ' (, : •� �' f.:,• ! ; 1 '•or�' r ,•i, ._',•.,a,°•�• a,,,�j,, i;rYY��ly;.�.•t.i.r' �� �,;V.iii+ )jii•,.'I'4Ra,i.1 ,r)` � .. contractor and not as an employee of CITY. CONTRACTOR shall f:.. .'V'r,,' .. secure, at its expense, and be responsible for any and all payment` t,�•• •' r;t;s,, of income tax, social security, state disability insurance ','�;�',.:,'. •"„ , .,,'� compensation, unemployment compensation and ether payroll �:'!:; �'• deductions for CONTRACTOR and its officars, agents and employees, and all business.; licenses, if any, in connection with the PROJECT. y r., • `' 11. LI2IJIDATED D&M CE_SMELAY5 It is agreed by the parties hereto that in case the total " ,ti•., ;iyrr.r r ,. work called for hereunder is not in all parts and requirements .� finished or completed within the number of calendar days as set forth herein, damage will be sustained by CITY; and that it is, ��;"s'.'r;• and would be, impractical. and extremely difficult to ascertain and i7 determine the actual damage which CITY would sustain in the event ; `t�.l � •�r.;{'', , � ; or of and by reason of such delay; it is, therefore, agreed that �y,;;',..,, ;•,. �,;'' w,: CONTRACTOR will pay to CITY, as liquidated damages and not as a Dollars penalty, thesum of!7 :,yr`,'' •. Y:' `;a.r:� / ($ ) per day for each and every working day's delay in • ` � r , . . , :• n•i�iLSj11'f, i iY ° l+'r•� •..'. ,'.1�:;✓�:,' completing the work in excess of the number oc working/calendar days set forth herein, which sum represents a reasonable endeavor ' ',:: �'�"• '; ; r; 1 4 by the parties hereto o estimate a faircompensation t for the foreseeable losses CITY would sustain in 4he event of and b R` •��{:I�', 4F�': reason of such delay; and CONTRACTOR agrees to pny said damages (:t ` 'dry r+f herein provided, and further agrees that CITY may deduct they ''y "''y{ r' 1 '•' amount thereof from any monies due or that may become due to ti`:' ; k;a:.'''•f�: � '�:.r`,i �� CONTRACTOR hereunder. �,+ i .. ! ''� �/ Y;a •, 'i'i'i'!' . .rSr.;t.; fl er �: f• ark' l „ d ' ,.,�.,� �}��1��(y'ypfi,'�,�S,�rYi•'a �' '' 7 �', 51�'� �!_')skjrr' � • r' SP,I'VLE ONLY 1?lYh r.,�;� ''% ''•I�1 ..... t - _ .. .. .. t. ,,Y ^( G""': p�d'S. '��7, ,',f ,• I: , r� , 'p , `��. a '_y•' ryryy;,p�(.. i . ..lye.. n .,. . , ,. +r �� , It'�'I j' �. .•1 • '�,.FL r '�y+. 'ti `ip 4D�l"u��4Ck;",},Yl,��'!'. +Yr"J Y`i'v''��ia•'tr,r�' 1r,1%. N;'J`'1�'' �� r• 1! /'`7(y. ' .1''l�, "•�Eh ,' 1'j, t v ' ,,^fir, •'! ` iY r J ire, '"` • , � . • f'�,'''t r; ';, + yr?'� .. � " ' t , � E(Y it •,�^ ,;�'S6kv� r L' 441, IVY, . 4'y! '.•�St�Y+, ,Vil �'• �� r�.� .xAt�y�i�si"' .,�itAyr', 1 •r I rr, �',�Y'r;M�rR•",:�'i; `f,6rti'Vr:�•?, � 7„'�: r!'}� �f: ; y y , iq+.. .. . +., •' i.' �+r.,•� CONTRACTOR will be granted an extension of time and will not be assessed damages for any portion of the delay in completion r R control and of the work due to unforeseeable causes beyond the but not L ,,, •fr:,,�°' without the fault or r,�;gligence of CONTRACTOR, including, ;r.,;t�:;+y restricted to, acts of God or of the public enemy, fire, floods, epidemics, quarantine r,3strictions, strikes, unsuitable weather, r dela a of subcontractors due to such causes. CONTRACTOR shall, within fifteen (15) dayo from the beginning of ;any such delay (unless the DPW shall ,grant a further i period of time prior to the date of final settlement of the Agreement), notify the DPW in writing of the cause of the delay and CITY shall extend the time for completing the work if, in its judgment, the findings of fact thereon justify the delay; and the ry" decision of the DPW shall be conclusive on the parties hereto. f' Should CONTRACTOR be delayed in the prosecution or ' e lect or default o, completion of the work by tl►a act, n f CITYor 9 ��=�;;:y�,, ?��. � ••` �'`r;, CONTRACTOR be delayed waiting For materials required by ,'+^'''''' y should caused bythis Agreement to be furnished by CITY, or by damage fire o r other casualty at the job site for which CONTRACTOR is not .'4.4,r,,�`;�,,•:.`I,� 1 •• :, responsible, or by the combined action of the workers, in nowise 4Jr1jr caused by or resulting from default or collusion on the part of CONTRACTOR, or in the event of a lockout by CITY, then the time,'•:M"Y.;y-;r,�d•, j°•;;l:M yr. ;f herein fixed for the aotnpletion of the work shall be extended by the number of days the CONTRACTOR has thus been delayed, but iio ?� •,! %' • "+Je's! :fit'+1r'. ? . ,N, or extension shall be made unless a cl aim therefor is L�;'V'•r N "'•: '''f• ' r��+'1„ allowance presented in writing to CITY within fifteen (15) days of theJr� commencement of such delay. No O?.ai= for additional compensation or damages for - SAMPLE ONLY tAI , , • � � ♦: , • r .. n' p ' •t1. , �..r r, I r :1N!{r�IM1Afi•'fAl'J7R �1 L� ir. •1 '' +' ' 1/ `1t� f , 1��,'�Y7� ',"i+��,1, � b ��li'�9'f • - r , '`I���'d, ' ' a .h,� art• /r 1� +• yr ,i ' I# + r>° r , �,ff S y•1 ;. err;.'',• ';;.,.' `,, . A,'3 fir. ��e'k.'+!•��.+��.•^"„ ...'i4� ipf .. 1/µV1 :1. j' Ie +1 �F •., �;r�'y'+Ij`� r.�: 1;�'.' �yr'�,,�' l; y .:fit �r a • r, , �'j Y . '. �'r , 1 A ill .,r' *', ',� •� .. Lb w vs Is 1 ,1� lrr,,.` , ..c J, N ..f it Y ,.��' T, ,•l�u 1� r• 1�, ,{,�,; r', •10.$i'• r '1 41 delays, irrespective of the cause thereof, and including without limitation tho furnishing of material by CITY or delays by other contractors; or subcontractors, will be L11OWed and said extension of time for completion shall be the sole remedy of CONTRACTOR. 12. Dom'' 'F;1NG 1TE CONDIT NB (1) fial-Jxe.: The CONTRACTOR shall promptly, and before such conditions are disturbed, notify the DPW in writing of: (a) Subsurface or latent physical conditions at the job site differing materially from those indicated in this Agreement or the Contrict Documents; or, (b) Unknown physical conditions at the job site, of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent to work of Lha, character to be performed under this Agreement. The DPW shall promptly investigate the conditions and if it finds that Such conditions do materially so differ and cause an ineroace or decrease in the time required for performance of any fart of the work under this Agreement, whether or not changed as a result of such conditions, an equitable adjustment shall be made and the Agreement modified in writing accordingly; (2) Time Ext-u§jAn: No claim of the CONTRACTOR under this Section shall be allowed unless the CONTRACTOR has given the notice required hereunder, provided, however, the time prescribed therefor may be extended by CITY. 13, Y-AH QKE-,:H-1UXI BTFD O NxEuKk The quantities listed in the bid schedule will not govern final payment. Payment to the CONTRACTOR will he made only for the actual quantities of contract items used in construction of -9- SAMPLE ONLY y�,Y��,,N,,f ,( :,1l:1•: ; 'A. 1' i«' � • r . ' "i. �'us! �,i'!'yr '�•r''.ui'i�r k�1; , w•; r'• ;;; � .� •sir;{ , , ► `C 1, � i. •r=„ � •,' „-t• r, T,�;. ^r., ,.t�, 1 �' re Yr �A. ''rid, ,r•"�i ,'''r , + `� : • yr. ..•' ji+ + ,�+•' �' � < ',: �}�: iE`.'I�r,YP ia;: ;i %. ,i.q%''t. ��1„,• �i,., ''{.*i• •.'r,.. _.•,,�, y r 1. r• •�,,, �I,. .�'V .��/i:i�f +4"..•''• '+ri'�'�', -. . '.. .. - - ...'.. .�.. - .._ •. ` �1,,r ,., .. 5 ( Y.. ,. ,r,.LLpY:4)•ylri r�'1 .r p.Ij'1r'',;sYy „•Y.,: S' �.1, the PROJECT, in accordance with the plans and specifications Upon completion of the PROJECT, if the actual quantities used are 't either more than or less than the quantities listed in the bid schedule, the bid price shall prevail subject to the provisions of this Section. The DPW may, at its tole discretion, when warranted by the facts and circumstances, order an equitable adjustment,`' '��' ►'; ` t' `,',L'.1'.•; upwards or downwards, in payment to the CONTRACTOR where the ;,��� "•;',�„' actual quantities used in construction of the PROJECT are in 04. of variation to the quantities listed in the bid schedule. No claim ti�Y,sy , by CONTRACTOR for an equitable adjustment in price or time fo.. completion shall be allowed if asserted after final payment under 1! this Agreement. If the quantity variation is such as tc cause an y v�� 9 q Y increase in the time necessary for completion, the DPW shall ascertain the facts and circumstances and make such adjustment for `r:` `',►'""'':� extending the completion date as in its judgment the findings ,',>`; • warrant. .:►,; • ,':t,�"�' 1=1 . �(?�I2I'$�i?F�`Ij�fi�.Tj�a� ..,��+'�' .� Lach month the DPI11 %'pi11 mal cc. , an c.,tim��te in writing of ( ,L.',,,,'•� ` a': ,.;r-..'' the work perfornind by C011TRACTOP End the value thereof. From each ( f ( progress estimate:, ten percent (10`.) will be aeduc:ted and retained by CITY and the remainder, 1cs, the ar„o►int of i!ll proviou s ' payments since commencement of �,ha work,will b paid to ! CON'TrtACTOk has, in the judgment of the DPW, faithfully executed fifty percent: (50%) or more of the value of the work as drr ', erinined iron: 'rho bid schedule, and if the DPW finds ;.� that: :satisfactory progress %1as been and is being made, the , CONTRACTOR may he paid such sum as will bring the payments of each 10 � ,,•�•' SAMPLE ONLY ' �$��ti• 4Yi� .ti VY � . ; C%: •t �: ,. 4�t� '' ,4 5 r ,r t' '.l :i V n1.'e ............ month up to one hundred percent (100%) of the value of the work ;A completed since the commencemeni: of the PROJECT, as determined by DPW, less all previous payments and less all previous reteined amounts. The final payment, if unencumbered, or any part thereof unencumbered, shall be made thirty-five (35) days after the acceptance of the work and the filing of a Notice of Completion by CITY. Payments shall be made on demands drawn in the manner required by law, each payment to be accompanied by a certificate b. signed by the DPW, affirming that the work for which payment is demanded has been performed in accordance with the terms of the Agreement that the in the is due and amount stated certificate under the terms of the Agreement. Partial payments on the contract price shall not be considered as an acceptance of any part of the work. 15. WITHHELD CONTRACT-ELMDIS.,-.-Slll2raTITUTIQN OF CUIUMS 31 IV At the request and expense of CONTRACTOR, who shall retain beneficial ownership and receive interest, if any thereon, ,4 CITY shall permit the substitution and deposit therewith of securities equivalent to the amount of any monies withhold by CITY to ensure performance under the terms and provisions of this agreement. After the completion of the work contemplated by this 0 Agreement, CONTRACTOR shall file with the DPW its affidavit stating that all workers and persons employed, all firms supplying materials and all subcontractors upon PROJECT have been paid in full and that there are no claims outstanding against PROJECT for SAMPLE ONLY i. '4 All '4 t zry L1 .Aloe, -71 1 V �Rlh &v 4 'oy"V" e Cll:,17 V either labor or material, except certain items, if any, to be set N forth in an affidavit covering dispute(I claims, or items in .'A I connection with Notices to Withhold which have been filed under the provisions of the statutes of the state of California. 17. wAIVEg g1C CLAIIM rs .4.4, The acc6Ptailce by CONTRACTOR of the Payment of the final certificate shall constitute a waiver of all claims against CiTy under or 7.arising out of this Agreement. ! K, 18. 1HDE:PMTPTrArTnU NEE, wr CONTRACTOR hereby agrees to protect defend, indemnify and hold and save harmless CITr, its Officers, and employees against any and all liability, claims, judgments, Costs and demands, however caused, including those resulting from death or injury to CONTRACTOR'S emnlnvqpv and ........... damage to CONTRACIMIS Property, arising directly or indirectly out of the obligations or operations herein undertaken by CONTRACTOR, including those arising from the Passive concurrent negligence of CITY, but save and except- those which arise out of the active concurrent . . . . . . . . current negligence, sole negligence, or the sole willful misconduct of CITY. CONTRACTOR will conduct a ll defense at itS sole cost and expens:-. CITY shall be reimbursed by CONTRACTOR for all Costs or attorney's fees incurred by CITY in enforcing this obligation. 9 Pursuant to the A.- 9A21fDS1J&__LAbkr -C _Qd- Section 1861, CONTRACTOR acknowledges awareness Of Section 3700 et seg. Of said code, which requires every employer to be insured against liability for workers, compensation; CONTRACTOR covenants that it -12- SAMPLE ONLY 44j� 1 I 4 i M ii J ,• f. yr' „�' ,: ',``^� �� •' Y �.•, ` �'�: fir. ,rr. . .4. j li�••n, �rr4'fier�e � {^'NAr'�..1 r.,� ,�0�5.;.i�2r�j.'","(Hyf7= "N�,V'.!J;'.""4".'": !�'Mr!r/,,�„�!�M,!•.�f !•r.�y:,.'.i, iq w+t sr� f .i• .ram `r 4. •i �%r+}�!, r.. '.. _,�„r.•`, _•,J,T'1 '. �� .r Y 1,�. i,r„ 7��d• �•' 'f(,.T, SVr r ..... 1. . W. •�% .;r rLI^�•�}•,7rff r�,i.t,' + .'ly;v�4 •'�<;;'," ',J� �'," ,,; comply with all such 1 a1• , ,'a .,t: laws and provisions r ommencin t ;•,'.,� �; .;r, ! •�.. :. prior to c Performance of the work g ,,:;;,�f'. •� r.,;L . �' hereunder. a',I'j i��, CONTRACTOR shall maintain such Workers, ..i k 5, ., C ompensation s1Y '`4.:rf, V,1d1Y,tF i .ri1•,1,,•�y,� .i,i�lr.,•' M,. p,j':L f''I♦(x f a t.9YAWVAMW . . Insurance in an amount of not lase than One Hundred Thousand Dollars ]� -jury by accident, each occurrence One Al Hundred Thousand Dollars � ,+�• ($100,000) bodily injury by disease, each ,T• �s employee, and Two Hundred Fifty Thousand Dollars {$250, OOt)) bodily injury by disease policy limit, at all times incident hereto, in forms and underwritten by insurance companies satisfactory to CITY. CONTRACTOR shall require all subcontractors to provide such Workers, Compensation Insurance for all of the subcontractors, employees, CONTRACTOR shall furnish to CITY a certificate Of waiver of subrogation under the terms of the Workers, Compensation insurance and CONTRACTOR shall similarly require all subcontractors to waive subrogation. 20. 1V5ijM� corrrRAcrOR ZF.: shall carry at all '' .. all c�pnzaf:io;la to be times incident hereto, on Performed hereunder, general liability insurance, including coverage for bodilyinjury, Property damage, prodeatslcompleted operations, and blanket contractual '�;.a,` liability. Said insurance shall also include automotive bodily f r injury and property Y damage liability insurance. All insurance shall be underwritten by insurance companies in forms satisfactory+' t o CITY TX for all operations, subcontract work, contractual obligations...... product or completed operations and all owned vehicl,%s and � rJ l�'• _ and non-ocaued vehicle. '� Said insurance shall the CITY, itf., ` i,P� }..,.� I ';�'�M s ,;�?;':r�. Officers, agents and em ee;- to i P y_ � and all public agencies as r'r • .•';''�,�`.� J .' -13- SAMPLE ONLY fr .'�. ;, ',, ., • Syr, (,fig: .,.•, I • , � . . • '',f, . ''F • r.t4 i' . .. .. .�`�, . •y,; ,�k; •„tier'. k ..r r1! 00 4 Oil OJ 04 determined by the C1rZ as Additional Insureds. CONTRACTOR shall subscribe for and maintain said insurance policies in full force and effect during the life of this Agreement, in an amount of not less than One Million Dollars ($1,000,000) combined single limit coverage, if coverage is provided under a form which includes a designated general aggregate limit, such limit shall be no less than One Million Dollars ($1,000,000). in the event of aggregate coverage, CONTRACTOR shall immediately notify CITY of any known depletion of limits. CONTRACTOR shall require its insurer to waive its subrogation rights against CITY and agrees to provide certificates evidencing the same. 21. CERXIFI=Era OF ASUEAKE: AUDITION AL Ifi.7UED ZNDQBMM&r Prior to commencinq performance of the work hereunder, CONTRACTOR shall furnish to CITY certificates of insurance subject to approval of the City Attorney evidencing the foregoing insurance coverages as required by this Agreement; said certificates shall provide the name and policy number of each carrier and policy, and shall state that the policy is currently in force and shall promise to provide that such policies will not be cancelled without thirty (30) days prior ;-rritten notice to CITY. CONTRACTOR shall maintain the foregoing insurance coverages q. in force until the work under this Agreement is fully completed lx and accepted by CITY. The requirement for carryi.ng the foregoing insurance shall not derogate Cram the provisions for indemnification of CITY by CONTRACTOR under this Agreement. CI"r.0 or its representative shall at all times have the right to demand the original at a copy of -14r ,� 1y� t�' ! - SA14PLE ONLY , ;Xlk f ®r, ly . A ��A I M �A Nr �A "Si Wool, I% all said policies of insurance. CONTRACTOR shall pay, in a prompt and timely manner, the premiums on all insurance hereinabove rianiti riaA 0 A separate copy of the additional insured endorsement to each of CONTRACTOR'S insurance policies, naming the CITY, its officers and employees as Additional Insureds shall be provided to the City Attorney for approval prior to any payment hereunder. 22. DEXA"T_"p TERMINATION If CONTRACTOR fails or refuses to prosecute the work hereunder with diligence, or fails to complete the work within the time specified, or is adjudged to be bankrupt or makes an assignment for the benefit of creditors or becomes insolvent, or violates any provisiou of this Agreement or the Contract Documents, CITY may g4-,e notice in writing of its intention to terminate this Agreement. Unless the violation is cured within ten (10) days after such Notice of Intention hays been served on C-;NTRACTOR, CITY may, without prejudice to any other remedy it may have, terminate this Agreement upon the expiration of that time. Upon such default by CONTRACTOR, CITY mE;v elect not to terminate this Agreement; In such event CYTY may make good the deficiency in which the default consists and deduct the resulting costs from the progress payments then or to become due to CONTRACTOR. 23. 1)-JU-QAUT1QN Q—Z—ff21Uq-,, PUTI&TE16 ANN1LkTHU—R-PU%UKKM CONIRACTOR agrees that upon completion of the work to be performed hereunder, or upon earlier termination of this Agreement, all original )?Ian.,;, specifications, drawinUs, reports, calculations, maps an(i other documen(-.s pertaiiiing to ihis —is— SAMPLE ONLY I 11,MN)WA , I I M• ', k 4 h 4" .rA, ��iFi7 �+;w, f (( 1• r�.�7 .�' kr .i `.�� ' d�'••��'• �'•{t. :,+' sw f, ]h' v, 1� r • 1 ' �q r r�•+ r, . t 1'r''•t•I 1.7C'J 1•e • , t I I Agreement shall be delivered to CITY and become Its sole property at no further cost. 24. N�AMIMBILITY CONTRACTOR shall not sell, assign, transfer, convey or encumber this Agreement, or any part hereof, or any right or duty created herein, without the prior written consent of CITY and the surety. 25. CITY EMPLOYEES hp_QUICIALS CONTRACTOR shall employ no CITY official nor any regular CITY employee in the work performed pursuant to this Agreement. No officer or employoe of CITY shall have any fi.iancial interest in this Agreement in violation of Q411fornia Gove,rnment_Cgdde• Sections 1090 et seq. 26. SOP NOTICES: RZCQyZ,RY OF AMI TR&TIVE COSTS CITY shall be entitled to recover from CONTRACTOR its reasonable administrative and attorney's fees, costs and necessary disbursements arising out of the processing of Stop Notices, Notices to Withhold, or any similar legal document. Said obligation shall be: provided for in the labor and materials payment bond requixed of CONTRACTOR. CITY may charge an administrative fee of one -hundred dollars ($100) for every stop notice filed in e•rcess of two, reUnrdless of whether or not CITY is namt.d in an action to enforce such stop notices. CITY may set off any unreimbursed cost or expense so incurred against any sum or sums owed by CITY to CONTRACTOR under this Agreement. CONTRACTOR shall be responsible for full Co;ctpl.ia-^� ••'' -16- �¢; ' a SAMPLE ONLY "•ta' � 1 44 .o ,j!r' `�'•�;.;1r,.o. ,r rrS'�I ,"'�".r`{i,!'ij�'ir�i, tiy* y Ir,'•.'..%Yd'�l° 4�'<'/rrl�.�i, hsj.;�a�'F,; h'.ay''`,'.i ., ;�r•o;� .; •,, J;r� di • p4t'.:,, I r; f W I 3 A q 9 I •J� 4 y, ,�M.•nf , ..: • 1. r r r j • ,i��r y, r /.Ayr •,'f. 4 /. .jk JJ'. lynx '� �� lfX�' I +4• ia\ ', 21.�k r ,��,�' ,a'}¢tai'��,7m; ' F'"' o { � I ,i. ;',: the immigration and naturalization laws of the United States and '+. 4'• shall, in particular, comply with the provisions of 6 U.S.C. 1324a regarding employment verification. 28. r r :.i.'rV..G. �•t,,; � � r��'�N r;41!;'Ili ; G°:°:�►� I> •'era., ,�,°^', , ,k!�� 'I'4'' '',�,• , ,�rr,',��..� a ,:.fir r� Y �Jg'•yy' :A♦1�1.J Vr'A All notices required or permitted hereunder shall be delivered in person or by registered or certified mail to an authorized representative of the party to wham delivery is to be made, at the place of business of such party, or to any other place designated in writing by such party. 29. CARTtiOS of the Sections of this Agreement are for convenience and reference only, and the words contained therein shall in no way be hold to explain, modify, amplify or aid in the interpretation, construction or meaning of thn provisions of this Agreement. 30. L LCU-L, 1r UpC©Njj1 &C=G PRQjUBIa,�D CONTRACTOR anO CITY agree that CITY is not liable for payrient of any .;iibcontractor work involving legal services, and that such legal. services are expressly outside the scope of services contemplated hereunder. CONTRACTOR understands that pursuant to Huntington Beach City Charter S 309, the City Atto,:ney is the exclusive legal counsel for CITY; and CITY shall not be liable for payment of any legal services expenses incurred by CONTRACTOR. J Of a 4 t 1 I S:�.I. •' � I — 1%—; SAMPLE ONLY c1 I r . •J' }.'1 `,}�'�.,'�•� ��ylf 1.' •y , • a � � : r . ,,' • � . ;•.�,t(r�.tt.,i'�� /' • i ' r �1 �r 1' 1R,;�:i+� , I 1 �' r � ,`M 'i t . { : . • I i E�r:�� REST OF PAGE: NOT USED J740- {', r� tr.s. II+''1'• •'' i �r it � ' .i+'•t.` +.lye .���r . f OW '•r of r.JSI� ��'� '�b4,'•t', r 1' .r. 31. ENTIRETY ., The foregoing represents the entire Agreement between the partirts. IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by and through their authorized officers the day, month and year first above written. CONTPUNCTOR : ATTEST: City Clerk REVIEWED AND APPROVED: C Ity Aam1;�7.�;r.racor +A 1 4097 : Rev 12/20/91 : PI)A y 7 j\ r.,4 r •'•1 , ,fy'Yjy�.i,I r.1 r,•, �.4f, � , � , i n ; ,. ,�A .=�!�Jl+t,�•1'�� �.'�"Stl�'9 X�f:IV�A A+Ayf st,'ti', +, � v + r, •fs �'Y7 11 �' J'+ ' .I r CITY OF HUNTINGTON BEACH a municipal corporation of the State or California Mayor APPROVED AS TO FORM: UV kity Attorney „ :71' ,•4.",, M1 INITIATED AND APPROVED • tl Director of Put;lic ti';ar)(S I y�. , r';, IJzI'yder. 4 � SAMPLE ONLY AA W." DAIT "ILmsday-may 26,, 1992/;-V-jo EMINMR S ESTIMTE:: $73 150 '-7C6 11TTFI AND CC NMMER. PLMt.Tr' PRIJEcr Er rm)mR Dori Noble M-.— -- — I TOTAL NDUW 2. Arcashe-,, CbrsLruction 3. ^ !�truction sexvicf. 4. (Sold corst-ructir ,,n 5* MahI7 C011SLrucLial C, - P. a. r,- 7. Scott A. Masino soutImointe Concrete dif *7 p C-,IIst-xuctjc.,j 71 ;4�; � -r-�, M�. 1 .. _._ter.. �. ._,,.,�.. r- •i �_. -..___ -._. ..- _, -_ �___.. __r_..._.�.�; - ... _.. _..H•.. ,,.4_.. - __ - ... .. _� _ __. _._�'..T -. _... ... .._. .. .. _ .. .�-._. .--..yp dM•1 N 1 } ! . u +I n r r. . I I • - r M RECEIVED CITY CLERK CITY rlr '. hy 6 , ! r I I 4. h • r I 4 - Y a i t } iy. .. + ,Y, .''. + + ,1I r { �';,' SCATS OF CAMOR.N1A r County of Orange I am a Citizen of the United States and a resident of the County abvsaut I acn over the age of eighteen years, and not a party to or interested in the below entitled m=er. I am a principal clerk of the HUNTINGTON BEACH INDSPFNDENT, a newspaper of general dsc Won,13dnW and pubbhed in the C:"ty of Huntington Bench, Cocmty of Orange, State of California. and that auched Notice is a true and Complete ccp'y as vies painted wd pabffshed in the Huntington Bench and Fountain Valley issues of said newspaparto wit the issue(a) of: i..: s� !.' :.,14, 19N Al I ' r I declare, under penalty of perjury, that the Y foregoing is true and cameo. . •' ' Executed an .I.... Max r "r at Mesta Mom California, Slgniatu'ri purric vufta r.•I nW WA 11ee Wor ut Yr= a�WW� A vet of NMm Ov AM•' tWrw, tiler 111110 s MWW11 daltatMM ON be W NO" vn Aprlt W 1i11e a� q* D Winer. of pur11t: YNa11a, 41)r}0 NIAM1 kwaek "UrN . •1 ALI r*oetP1 z mn-, s f*a nl ti$O,Gp. 1 Lech bu OW N nerds on ih* Ptc pom F" rnd j Id the mxxw pru*m to the cmiract da"Wr u ! ared ahrll be aCwnv r17ir rr1 a cmved cc CasMerY . l he6k or a bit Wd %r rWtl lest than In of IN +.wr Amawd d, the bid, rrladr� r'srsbit 10 me Of or hhr+1• r irUSUC 4OTiCiElr v shall, W " pr.- of Hf fFh(j1Or1 }1ea:Ji a etl is r of NA* unitk andl MOON Inir:pOrtlrM Vft Isla of it• • I Posal 1!quh_W".- s, 'cmh j4TW O. _ftm be fF oa.•.: 51n1r of . W"4151E C r 111 o r', , ! 1 s (fort a% FeQiked by law, I tI eto, %.'." 1 . t M �Crty cows 11 or•!y of Mxh Vic: Toy to tY('u1r14 L. • "VVa tree rvK Mi ralect sP*aal 41auger jWa.:,: , . I, hide. dw rye fatten ie+r1 wfMth '. ' of ' haw not boon suptsteW E %J by tt» Prorlslont of rho oar c: . ' Lobcr rode. Mietbnte 10; Ctmnle til lat.tt shall be Oran 691y M CNr Clerk M 1... r 115* mm)"er PC%4 sd by p6Mth*t" Im 'M Main Slrrst r t •i No blrl MWI be :tlAnw � r ( 1 Bred u-0n 1t :e r+11134 cr 5.431 corm Piml,htt' by 06 Pabltshed HvrXngton I peach 1W)gP0rZ%rA Moy ilk t sfi2 PROOF OF PUSUCATION 4.1 I Ia 1 .1 ';ft LK Nod, MR, at t Calif open the I Hunt 7 A s, on Hunt Each NOTICE INVITING BIDS cc reb.y given that sealed blds will be received by the City of Huntingtor; Beacl. ce of the City Clerk at City Hall, 2000 Main Street, Huntington R-acb, until the hour of 2:00 p.m. an LIA -4 2 t 94at which time they vill,' b'L. nib'sicly and read aloud in the Council CChamberss U_f'-T-10hj OF PCJ UC R -rroaMr, in the City c, Beach. MA1,O P/2OtArWP't:)e-" plans, specifications, and other contract documents may he obtained Z Z 19.9: at the Department of Public Works, 2000 Main Street, Beach, California, upon receipt of a non-refundable fee of S 10 all be made an the Proposal Form and In the manner provided Ii the contract and shall be aCcompanled by a certified or cashier's check ot- a bid bond for lay be ea uncctai thereto, with the exception only of such variations that I requirer tne spe been statutes pursuant to which proceedings hereunder are taken and whichhave not n only in superseded by the provisions of the Labor Code. Preference to labor shall be given o n the marmer provided by law. No bid ;:hall be considered unless it is made on a form furnished by the Civy of Huntington Beach and Is made in accordance with the provisions of the proposal requirements. Each bidder taust be licensed and also prequalified as required by law. The City Council of the City of Huntington Beach reserves :he right to reject or a-i bids. 133 order of the City Council of the City of Huntington lj,ach, CaliP.-mia the 41,17'W R of A E�I, I L__J _922 2J� V City Clerk czf the City of Huntinj n flei. 2009 Main Street (714) 536-5431 i' 0328G Iv. 109A 'j ` � .. � f ! •�r '' '•� y.'� t f ti T�" �I I � :t � � � C%�i1Se�1 Y��1�p rj ( � r - .� A k 4 fit. � � `� Y � ,�r`S�`�Y �a��r✓�.�1 s i� fr ,� +� s ry c aJ �.; ti - r X ` ,�y � y r 4 j � � ��� ��' tir n � i��;��,�� .�,'t°'-�a�ia`+ri� � :y � r� •' ` = L r � • . f . ' � f.� ,• �r J � .. { '�y, � r� � ,•� M" � S •' q* �� ti�r,�v� y�.y��'���(�� �f ��f �{� �i`.�1�% � �y�r y f ��� � r �'� _ �� l � 1. .�" r. •.� �.a � � i3Y- y , r r l vg� efl: t I • ..... . A 14 il 4 mi ��'. .•s'�: '�,r, FI '{,'J' .. , r+ .J. ?ip•,i,'Yy,� �1 fr + t TABLE OF CONTENTS Notice Inviting Sealed Bids N-1 N 2 Proposal P-1 - 2-6 Contract C-1 - C-18 Standard Specifications I PART General Special Provisions I 1.2.1 Definitions 2 2-1.1. Award of Contract 2 2-1.2 Execution of Contract 2 2-1.3 Failure to Execute Contract 2 2-4.1 Return of Bid Bond 2 2-4.2 Guarantee 3 ' 2-5.1.1 Plans and Specifications 3 2-5.1.2 Competenry of Bidders and Payment for Plans and Specifications 4 2-6.1 Removal of Defective and Unauthorized Work 4 2-10.! Authaiity of Board and inspection 4 2-10.3 Final Inspection 6 4-1.4.1 Test of Materials 6 6. 1.1 Constrvc:tion Schedule and Commencement of Work 6 6-2.1 Progress Schedule 7 6-8.1 Acceptance 7 6.9 Liquidated Damages 7 7-2.3 General Pre-aHing Wage Rats% 7-2.4 Payroll Records 7 7 7-3.1 Public liability and Property Oamage lnsurance 8 7-5.1 Permits and Li; enses 9 7-6.1 The Contractor's Representative 9 7-6.2 Superintendence 9 7-8.1 C;eanup and Dust Control 10 7-8.5.1 Use of City Water System 10 7-8.7 Noise Control 10 7-8.8 Flow and Acceptance of Water 10 7-8.9 Erosion Control 11 7-8.10 California Regional Water Quality Control Board Permit 11 7-ID.I.I Traffic and Access 11 7-10.1.2 Safety Precautions 12 lZ in4 �r�r• x• '.yl' 11, iyP: ;t • 4 kW NOTICE I-AMING SEALED BIDS cc - Notice Is hereby given that the CIVCouncil of the. City of Huntington Basch, California will receive sealed bide for the strao s — aj•n In the City of Huntington Beach# California in accordance with the piano and specs a iona and special provision on file in the office of the Director of Public Works. Documents will be avallable on April 2� 19 92 . A charge of$30 , not refundable, will tie required for each set of "cifications and accompanying draw nqs. DIRECTOR OF PUBLIC: WORKS ESTIMATE Work Item Gluand t r1. Construction Pestrooms in Downtown Main promenade Parking Structure L.S. IA. L.S. L.S. 1 n In accordance with the provisions of Soction 073 of the Labor Code, the State of Californle, Director ci the Department of Indust.isl Relations shall determine the general prevailing rate of wages, applicabie to the work to be done; copies of the latest general wage rate determinations are on file at the office of the City Merk and the office of the Director of Public Works of the City of Huntington Beach, California. Plans and specifications, together with proposal form, may by obtained at the office of the Director of Public Works, City Hall, Huntington Beach, California. No bid will be received unless it is made on a blank form furnished by the Director of Public Works. The special attention of prospective bidders is called to the proposal requirements, set forth In the specifications, fair full directions as to thebidding. The ebove quantities are sporoximate only, being given as a basis for the comparison of bids, and the City of Huntington Beach does not express or by implications agree that the actual amount of work will correspand therewith but reserves the right to increase or decrease the amount of any class or portion of the wore, as may be deemed necessary or sxpedient by the Director of Public Works, a• .;,., .;Z;�'46's�•' ��. a �.�', 1 5r (� •rtl 1.'.,+,�9} + :i•i• i� •• ILL: J! I �+4�.i All bids will be compared on the basis of the Director of Public Works estimate of the quantities of work to be done. Substitution of securities fo, any monies withheld by the City to insure performance shall be permitted in accordance with provisions of the California Government Code, Section 4590. ' Each bid shall be made out on a form to be obtained at the office of the Director of Public Works, Development Wing, 2000 Blain Streeto Huntington Beach, California; shall be sealed and filed with the City Clerk at the Civic Center, Second Floor Adminlstrat"�i-1 Building, 2000 Main Street, Huntington Beech, California, on or befor*jj==Z= 21MPl of kla , 1932, and shell be opened by a committee composed of the City Clark, the City Alto -may and [director of Public Works or their authorized represantadve and the ' results of said bidding will be reported tothe City Council of said City of Huntington Beach at their regular meeting to be halo an Monday, the nth of , I v92, at the hour of 7:30 R.M. in the City Council Chambers In the Civic Center o �saiid pty of Huntington Beach, and shall be acted upon by said City Council ut the regular meeting of _emu„ g 15, 19 9 2. The City of i-Ontington Beach, California reserves the right to reject any or all bids, and to accept the bid deemed for the best interest of the City of Huntington Beach, California. NBy order if the City Council of the City of Huntington Beach, California this &2XJl. Q lg_92 ATTEST: Alicia Wentworth City Clerk 2 711 •Y . *a. r .L , 3•�'`♦♦5,+�c6.+,Y'.; J-1 H 1� 0 J 0 1 I BID PROPOSAL Firing Name To the Honorable Mayor and City Council, City of Huntington Beach, California: In compliance with the notice inviting sealed proposals for the I hereby propose and agree to enter into a contract to perform the work herein described and to furnish the materials therefore according to the plans, specifications and special provisions for the said work and to the satisfaction of and under the supeirvision of the Director of Public Works of said City of Huntington Beach, California. The undersigned has not accepted any bld from any subcontractor or materiaiman through any bid depository, the by-laws, rules or regulations of which prohibit or prevent the contractor from considering any bid from any subcontractor or materiaiman which Is not processed through said bid depository, or which prevent any subcontractor or materiaiman from bidding to any contractor who does not use the facilities of or accept bids from or through such bid depository. Far the furnishing of all labor, materials and equipment, and or all incidental work necessary to deliver all the, improvements complete in placc in strict conformity with the plans, specifications and special provisions, on file in the office of the Director of Public Works, City of Huntington Beach, California, 1 propose and agree to take full payment therefore at the following Jnit prices; to wit: ITEM NO. I A?PROXIMATE QUANTITY ITEM WITH UNIT PRICE WRITTEN IN WORDS UNIT PRICE TOTAL 1 L.S. Construct Restrooms Base Bid Tutal if lA L.S. A?terrate Bid Item #1 Electric Docr Stop System P-1 ' �.�•, t•. ii „°j:•; k, � .ram.. •� � +' ,�.��:� ' .VI ".. .. '.. r• i I � r •' i wry • ri 'iL �� �f���'�`r'i�Fr+r •'�' ', h''. .. ....... �� .... , � � ,.. __ 3Y�'r'a�,'?'I ITEM NO. A"FOXIMAYA wAxnTY ITEM M/ITN UNIT PRICE WRITTEN IN VIOADG UNIT TOTAL .1B L.S. Alternate Bid Item #2 Ceiling Tiles Base Hid Total Plus Item 1A Luse Bid Total Plus Item 1B i Base Bid Total Plus Items lA & 1B P-7 -- L'�y �ti'. "f•. ,f ,. 'S•'•i..5.5F ". ".1' l ixY„ ..li' "[� ,r' �i 0, ��"_ +lf �,•+;/• 'f4 .�F:i�.�'• ,� • o-; /' '::f'��� Z'i i�.+� . ' '`.Std F"M�"; ..3 �1�,ls+ � �'1. iL`�� l�', Y �,�" a ; tr • irlL �l , f •y�... �. S' �7'+ ty, ".i,,l 7yp+ r �,'i:�,.,, �'r�h,L � M� "A",':.. • . . ` /••' . •.Y :i•i� '`••. .�*. .',,y ••• . a.y�r. h'•aYM}1YYr,,.ie��{'Y''Y' :.�, 1 k . r' It Is understood and agreed that the approximate quantities shown in the foregoing proposal schedule are solely for the purpose of facilitating the comparison of bids and that the contractor's compensation wl!I be computed upon the basis of the actual quantities in the completed work, whether they be more or less that those shown herein at :he unit prices bid In the proposal schedule. The undersigned understands t h a contract time Iimit allotted for the contract Is 90 �ConAecutive Calendar —J>p,`'1S If awarded the contract, the undersigned hereby agrees to sign said contract and furnish the necessary hands within ten (10) days of the award of said contract, and to begin work within ten (10) days from the date of approval of the contract by the City of Huntington Beach, California. The undersigned has examined carefully the site of the work contemplated, the plans and specifications, and the proposal and contract forms therefor. The submission of a bid shall be Conclusive evidence that the bidder has investigated and Is satisfied as to the conditions to be encountered, as to the character, quality, and scope of work to be performed, the quantities of materials to be furnished, and as tc the requlrowents of the proposal, plans, specifications, and the contact. Accompanying this proposal is ($ NOTICE: Insert the words •Cash,'Certified heck, .or Bidder's Bond, aas the case may be, in •r, amount equal to at least 10 percent of the total bid price, payable to the City of Huntington d'i nc h. The undersigned deposits the above named security as a proposal guaranty and agrees that it shall be forfeited to the City of Huntington Beach as liquidated damages in case this proposal is accepted by the City and the undersigned shall fall to execute a contract for doing said work and to furnish good and sufficient bonds In the form set forth in the specifications and contract documents of the City, with surety satisfactory to the City within 10 days after the bidder has received written notice of the award of the contract; otherwise said security shall be returned to the undersigned. Licensed in accordance with an act providing for the registration of contract License No. Business Address Place of Residence Date this day of . 19 Bidder Mall signify receipt of all Addenda here, if any: Addendum No. Date Received P-3 Signature of Bidder Bidder's Signature T 1 PROPOSED INFORMATION REQUIRED OF BIDDER Bidder is required to supply the following information: Additional sheets may be attioched if necessary. 1. Firm Name: .�.� 2. Address: 3. Telephone: 4. Type of firer. -individual, partnership, or corporation: S. Corporation organized under the laws of the State of: 6. Contractor's License Number:. Expiration Date: (NOTE: REPRESENTATIONS MADE THEREIN ARE MADE UNDER PENALTY OF PERJURY) 7. List the names and addresses of all members of the firm or names and titles of all officers of the corporation: 9. Number of years experience as a contractor in construction work: 9. List at least six projects completed as of recent date: CONTRACT CLASSOF DATE NA.HE, ADDRESS & PHONE AMOUNT I WORK I COMPLETED NUMBER OF OWNER 10. List the name of the person who inspected the site of the proposed work for your firm: Date of inspection: 11. If requested by the City, the bidder shall furnish a notarized financial statement, financial data, or other information and references sufficiently comprehensive to ; permit an appraisal of his current financial condition. r' e ea• � - 7 • to T. DESIGNATION OF SUBCONTRACTORS In compliance with the '*Wbletting and "Subcontracting Fair Practices Act" being S'actlans 41M 4113 of the Governmant We of the We of California, and any amendments therm, each bidder shall at forth below the amen and lOaation of the plop Of bosinaos of oath aubmmntrectar who will perform work Of tenor Of render ao vW to the prime 00* tester in or Wheat the ear rnWan of the work or Improwwwnt In an somint in oxen of onO W cKr of and peeaamt 11%1 of the prints ItONtr w's test bid, end *AN furdhor vet forth the portion of the work wAkh will his done by Oedr oObGOsr- ueatOr. Only are oob"WOMtar for eeolr WWII shad be listed. If the :Oabuta 6% to spodfy a suboontredor for any portion of the work to be performed undor the COMM. he dell be halted to hm agreed to pofe soak portion him", and he ohell not be pane tlI l to whoubact that portion of der work usept miler the Goal na hereinafter Pet forth. Sobletft of subcantrutho of any portion of the work to which no abeontrector was da11n t I in the M*nd bki stroll Only be permitted in Goode of public enrorgency or neaepity, and then o* char a finding WNW to nrr" IN a PAW record of An L%+lative Body of the Owner. PORTION FrATE LICENSE OF WCWK SUSCONTRACTON'S NAME AND ADDRESS MJVMR CLASS By submission of this Proposal, the contractor certifies: I. That he is able to and will perform, the balance of ail wwk which is covered in the above zubcontractor listing, 2. That tht City will be furnished Gapios of all sub-conttacts entered into and bonds furnished by sub.ont lctw for this project. P —5 ' iP,;yP'• M A • ,.+IR'r11..y,e' .w .'1hW �y'� ,, .�=i•. 5 T, J T ' •Y.F +•fir ! / 4 *. N r r. . NOLiCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID being first duly sworn, deposes and nays: 1. That he or she is _ of the party making the foregoing bid; Z. That the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; 3. That the bid is genuine and not collusive or sham; 4. That the bidder has not directly induced or solicited any other bidder to put in a falso or sham bid, and has not ' directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone refrain from bidding; L J i I Law I S. That the budder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bird price of the bidder or any other bidder, or fix any overhead, profit, or ccst element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; 6. That all statements contained in the bid are true; 7. That the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to an;• member or agent thereof to effectuate a collusive or sham bid. I declare under penalty of perjury, under the laws of the State of California, that the foregoing is true and correct. ATTACH APPROPRIATE CERTIFICATION OF NOTARY PUBLIC HERE. 75 Olt I i.: � fir. A. "���� ., � � •; 1���' .. r .' � ' '.1�' •v'�. k ~ ' A;��+.r� }r, 7 • 7 I 1( 0 1 1 1( I I I wlAf-r'l cono5r{v",icar✓, ;NU. SECTION w PAGE 1. STATEMENT OF WORK; ACCEPTANCE OF RISK. . . . . . 1 2. ACCEPTANCE Or CONDITIONS OF WORK; PLANS AND SPECIFICATIONS . . . . . . . . . . . . . 2 3. COMPENSATION . . . . . . . . . . . . . . . . . . . . 4 4. COMNENCEMENT OF PROJECT . . . . . . . . . . . . . . . 4 5. TIME OF THE ESSENCE . . . . . . . . . . . . . . . . . 5 6. CHANGE.3. . . . . . . . . . . . . . . . . . . . . . . 5 7. NOTICE TO PROCEED . . . . . . . . . . . . . . . . . . 6 a. BONDS . . . . . . . . . . . . . . . . . . . . . . . . 6 9. WARRANTIES . . . . . . . . . . . . . . . . . . . . . 7 10. INDEPENDENT CONTRACTOR . . . . . . . . . . . . . . 7 11. LIQUIDATED DAMAGES/DELAYS. .. . . . . . . . . . . . . 7 12. DIFFERING SITE CONDITIONS . . . . . . . . . . . . . . 9 13. VARIATIONS IN ESTIMATED QUANTITIES . . . . ... . . .10 14. PROGRESS PAYMENTS. .11 15. WITHHELD CONTRACT FUNDS, SUBSTITUTION OF SECUMiITIES.11 16. AFFIDAVITS OF SATISFACTIJN OF CLAIMS . . . . . . . .12 17. WAIVER OF CLAIMS . . . . .12 18. INDEMNIFICATION, DEFENSE, HOLD HARMLESS. .12 19. WORKERS' COMPENSATION INSURANCE. . . . . . . . . . .13 20. INSURANCE. . . . . .14 21. CERTTFXCATES OF Iis,**ANCE• ADDITIONAL INSURED ENDORSEMENT . . . . . . . . . . . . . . . . .15 22. DEFAULT AND TERMINATION . . . . . . . . . . . . . . .15 23. DISPOSITION OF PLANS, ESTIMATES AND OTHER DOCUMENTS . . . . . . . . . . . . . . . . . .16 24. NON -ASSIGNABILITY . . . . . . . . . . . . . . . . . .16 25. CITY EMPLOYEES AND OFFICIALS . . . . . . . . . . . .16- 26. STOP NOTICES; RECOVERY OF ADMINISTRATIVE COSTS . . .17 27. IMMIGRATION . . . . . . . . . . . . . . . . . . . . .17 28. NOTICES . . . . . . . . . . . . . . . . . . . . . . .17 29. CAPTIONS . . . . . . . . . . . . . . . . . . . . . .17 30. LEGAL SERVICES SUBCONTRACTING PROHIBITED . . . . . .IS 31. ENTIRETY . . . . . . . . . . . . . . . . . . . . . .18 6 t, .45' a .��, ••, w4. 4 .y4 ,•+sY •.'a�4'ul �, t1,•;f. V'�''7:4�a:�-• �.. i�' ,�' .•:?r•:. _ .� _ ,wi;.f�;.Q:c� � ,e,a 1 11 /+� i ,,lr 1,. ON C�CT gyElq THE �$ MMIN=N BF.ACFL gOk THE CONSTRUC; ION OF = 2UMMM pSZHLIC Rzan oMS MAI1V raomILDINC THIS AGREEMENT is made and entered into on this day of _.__ -, 1992, by and between the CITY OF HUNTINGTON BEACH, a municipal corporation of the State of California, hereinafter referred to as "CITY," and a California ' corporation, hereinafter referred to as "CONTRACTOR." WHEREAS, CITY h-s solicited bids for a public works project, hereinafter referred to as "PROJECT," more fully described as the construction of the Downtown Public Restrooms in the Main Promenade Building in the City.of Huntington Beach; and CONTRACTOR has been select4d and is to perform said work, NOW, THEREFORE, in consideralA on of the promises and agreements hereinafter made and exchanged, the par=iec covenant and agree as follows: 1. STAT -NT QJ WORD;, ACCE,kUNCE OF RISK CONTRACTOR shall furnish, at its own expense, all labor, plans, tools, equipment, supplies, transportation, utilities and all other items, services and facilities necessary to complete and construct the PROJECT in a good and workmanlike manner. CONTRACTOR agrees to assume the risk of all loss or damage arising out of the nature of the PROJECT, during its progress or prior to acceptance, from the action of the elements, from any unforeseen difficulties which may arise or be encountered in the prosecution of work, and for all other risks of any 3, description Connected with the work, including, but not limited .1 to, all expenses incurred by or in consequence of the suspension 1-3 _l+ SAMPLE ONVu 3,.r1'�^ ,.H`1ry *6�'.- `'y?-`�;.d'••i'',";.e:,^,,..`rt,'".«:*x,.����i;+1a , �.r :• ` v:••..: '.y,:�e,.,, �d, �" ',�,., yam, ''.. ' .�i5».�' (ti�' .i `.ice •"Z:S 't'o .:� •y�' _�• .. .v'•'..G �._ '. :y+�0,�.''".. +,. ' 11 a��'' ",pi„` .,�',��, 1„'�'/M�Mllirr'r..._.. ..,_.............._.,��.�n'sw.r�r.ie�•,ilr:nJ..,.._..-- e 'I r. .{.J Ics t •'JJJxn ��, r, 104 r + t�rrJy��� r•' 1,s.. y.r x'a'. rV , • J '�glli.�l t. r' ,',i .d: (A'�eL{A 'i�✓�51.;', it . •...,.wr�If4•ft[:}+fir°rd'.�".�Vj.C�►.G,41Y��w.r n...Y....;�_ �. .. .-�.• —"'� _ or discontinuance of work, except such as are herein expressly stipulated to be borne by CITY, and for well and faithfully completing the work within the stipulated time and in the manner shown and described in this Agreement, and in accordance with the requirements of CITY under them for the compensation set forth in the accepted bid proposal. However, the total compensation to be paid is to be computed on the basis of the units of work as it is actually performed, in accordance with the stipulated prices named in the Hid Sheet(s). 2. ',S',EETANCE O • c�nYTY4NS_ OF WORK.: FLAr; AND SP FILATIONS CONTRACTOR acknowledges that it is fully familiar with all the terms, conditions and obligations of this Agreement and the Contract *)ocuments (as hereinafter defined), the location of the job site, and the conditions under which the work is to be performed, and that it enters into this Agreement based upon its investigation of all such matters and is relying in no way upon any opinions or representations of CITY. It is agreed that the Contract Documents are incorporat,,M into thi:� Agreement by this reference, with the same force and effect as if the same set forth at length herein, and that CONTRACTOR and its subcontractors, if any, shall be bound by said Contract Documents insofar as they relate in part or in any way, directly or indirectly, to the work covered by this ,agreement. "Contract Documents" as defined herein mean and include: A. This Agreement; B, Bonds covering the work herein agreed upon; C. The CITY'S standard Planf� ana Specifications and SAMPLE- •'. '�) J, LJ • ,f rilI.' qF^ I� W •'r r I ,r• r 7��r1: � ,':� `',,r' .rr • f ' r ; r ' .'•r �, �. . t . S� Ay1..'°',��C.';Ir',n . 7 •f'F,+ �4 rrr>e; yr.1� A'F 1., _ : r1 • 1 . .4 i!''I �,V�'a;. �' L , ' yr•r ��'i� ��J ''.�hr�14-', .r ^I ' r•r .r'` 'rh ' � � ' � � r , 1A �. ',�T. r' �Y+I:,r �Yryi.,li.ri.a._:•.... ... .. f1�kar�i���A7r,:r•r.w...r.. .. ....-�r••.ar.r.wl/RM7�%.'YlMl�n nm..r.rw+..r.r..f►r...ry.tlt.i�a+l�+.w..'..��••:IJS+( +! special contractual provisions, inciud:Lng these or file in the office of the Director of Public Works of CITY and adopted by the City Council of CITY, and any revisions, amendments or addenda thereto; D. The 1991 edition of 5ta lard .52=ifi atioi►B...fS?r Public works Construction, published by Builder's News, Inc., 3055 Overland Avenue, Los Angeles, California 90034, and all amendments Ry ; •:%" ■ ;hereto, written and promulgated by the Southern California chapter of the American Public Works Association and the Southern "d• fh•7i California District Associated General Contractors of the California Joint Cooporative Committee; ,,. E. Bid documents including the Notice Inviting Bids, . 4 ' the Special Instructions to Bidders and the Contractor's Proposal (attached hereto as Exhibit "A"); ;4•�',- F. The particular plans, specification-, special provisions and addenda applicable to the PROJECT. Anything mentioned in the Specifications and not indicated in the Plans or s 'tip t f4. IA,J„If1•r l indicated in the Plans and not men.1 •.i�'� __o.in the Specifications, shall be of like: effect as if indicated and mentioned in both. 7n case of discrepancy between any plans, specifications, special provisions, or addenda, the matter shall be immediately submitted 4 i (r by CONTRACTOR to the Department of Public Works of CITY 4• , hereinafter referred to as "DPW"), without whose decision said f' discrepancy shall not be adjusted by CONTRACTOR, save only at its rl ' S`• ' y own risk and expense. �r'!; • Should there be any conflict between the terms of this i Agreement and the bid or proposal of CONTRACTOR, then this ; A*: t: Agreement shall cr:strol and nothing herein shall be considered as 3- SAMPLE ONLY SAMPLE ONLY ;r 1;5 v .•+'I, `�',, A•'1 ~�1i1��•f./Mw ...-.... ...._ ;rTt'•1l f•i.+.11 f..1.uvv.....-.,...-.-�...VIM����,�e�'r'w,^'..�IIM.rN +; A 1'` r re .,pl yl J 7 ili ''• 5 f: Mf,n1 r)r�,Fi , ( 'S�'Jrlo rJrrrr� �r rl• ' J' I 60• 41 ;Mr4V' rN;• ' S Yb//'!1�•'. an acceptance of the terms of said bid or proposal which is in conflict herewith. COMPENSAT198 3. CITY agrees to pay and CONTRACTOR agrees to accept as full compensation for the faithful performance of this Agreement, subject to any Witions or deductions made under the provisions of this Agreement or tho Contract Documents, a sum not to exceed. I ✓r.-►tf %yhr✓S.a-c_% / Jl` f I�v,tLN Cr/ A1'1 _1-1-nur3) as set forth in the Contract Documents, to be paid as provided in this Agreement. 4. COMZNCEMENT, F—PEO119r.1 CONTRACTOR agrees to commence the PROJECT within ten (10) working days after notice to proceed is issued and shall 4?0 diligently prosecute PROJECT to completion within sixty Vro consecutive calendar days from the day the "Notice to Proceed" is issued by Department of Public Works, excluding delays provided for in this Agreement. 5. TIME' .," . " ESSENCE The parties hereto recognize and agree that time is of the essence in the performance of this Agreement and each and every provision of the Contract Documents. CONTRACTOR shall prepare and obtain approval as required by the Contract Documents for all shop drawings, details and samples, and do all other things necessary and incidental to the prosecution cf its work in conformance with the progress schedule set forth in the Contract Documents. CONTRACTOR shall coordinate its work with the work of all other contractors, subcontractors and CITY forces working on the PROJECT, in a manner that will -4- SAMPLE ONLY i-A 1Vh ',. � � ?� , Jt ,r,, i ,,+ r,• f. T1. � "�+ r .� _,� + • ly.�},r�'..},�JI. y 11 �a�' Amy ,1 ,,. �(. ,y'•r Y; 't;,',Y..+,' (, r• : 'r•+'.3. �.r'� :,-3lr{'i�!�'� � �. •) •S4'.� i �i , '1t. , I ;'r .','. 'A.' If '�1 i•' 1-' i };, a!" y •' •�••�•' r r� 1 �, ;+'�•,r,�i r f.�.. .`�•;••f• .r'!! 'd,' •. , WIL.'. G'ta�, .e'1'I• .{,. 'Sysr 4.v�;74 �'' ��.! : . ,' •4`• .. I+ 1 :!. ;'r. ' • n' + a �.. i,tyr A;�;: rr. i' 'f 1 ,y• .A.l.r , f• •r t`'�,.•� rv'?1 �1i'•1 '•;� f - l 1 •` Mr ..Jrl. ,+ii. �}�, .,r,^�, :tJ'.�• pr. " s � ( • i A r•. �. t, r R•{!ir I�i�,r' .A . 3 11 facilitate the efficient completion of the PROJECT and in WC accordance with the terms end provisions of this Agreement. CITY shall have complete control of th• premises on which the work is to be performed and shall have t) right to decide the time and order in which the var4ous portions of tLe work shall be performed and the priority of the work of other contractors, subcontractors and CITY forces and, in general, all matters concerning the timely and orderly conduct of the work of CONTRACTOR on the premises. 6. CUNGEfi CONTRACTOR shall adhere strictly to the plans and specifications set forth in the Contract Documents unless a change therefrom is authorized in writing by the DPW. CONTRACTOR agrees to make any and all changes, furnish materials and perform all work necessary within the scope of the PROJECT as the DPW may zaquire in writing. Under no condition shall CONTRACTOR make any changes without the written order of the DPW, and CITY shall not pay any extra charges made by CONTRACTOR that have not been agreed upon in writing by the DPW. When directed to change the work, CONTRACTOR shall submit immediately to the DPW a written cost proposal reflecting the effect of the change. Should the DPW not agrme to such cost proposal, the work shall be performed according to the changes ordered in writing by the DPW and the proper cost thereof shall be negotiated by the parties upon cost and pricing data submitted by the CONTRACTOR; thereupon, CITY will promptly issue an adjusted change order to CONTRACTOR and the contract price will be adjusted upward or downward accordingly. 'fir SAMPLE ONLY J1.IPP11 ' s •�vl WE" 1•M I , M y'��trtr ✓�F.i �'+ :• .... ..';" dry,;�.yr:. • :i � .�. I.1. ':�,,,,�'�•j\ttl�";,t.; i^.p•.feY,]����,' Y..�s;i. ,,,'.l�Y°r �.., f W..' ! '.Y .,'!',' �f�.�lr ' yeti. ' (. V1. i �,�i:l�lfAr :A +k��IAP,,: ��..,/yr f�, • I '� 1; 1� 'I �; ,•1:' �li iM1;�. .. - , �' ., ; •l(;... i+ ;' ., ��y;.A If tl,���,�+ ,�•� „>� j. ;i'\; . 1, , i; �, �( , "t+fr Y A yen •1' \ 1 , .. - � '�!w �r1 Ij{ �'•, ��'� 1 1 '� t '!I \ {F. .•ry!jt�T:" f �! - r .-I 1 r S+..I.°lfllr, S 1. '�•+: 1". +' : •' 1, r ' ' � , ( Y 1': � .. .1,! .,�1 - Y 'u,. •ti g�A'd�r��N j '�i '.; hY f,'(, - f Y 1� 1! � �' ��"'��i °SrA� '.�'. ;.,'';r•.; , ', ,r.��r1; 1. ry f y_ .», t...:'s.1:+r1wMiYMw�+rr..rr/1(a//IfsI'�1I^{�F'�14�MII�I�YYr..w..�.. i1 ,`� Ct'�,'5� r�:• .- .� r.,� � . — No work, services, material, or equipment shall be performed or furnished under this Agreement unless and until a Notice to Proceed has been given to the CONTRACTOR by CITY. CITY dogs not warrant that the work site will be available on the -date the Notice to Proceed is issued. In event of a delay in commencement of the work due to unavailability of the job site, for any reason, relief to the CONTRACTOR shall be limited to a time extension equal to the delay due to such unavailability, CONTRACTOR shall, prior to entering upon the perform- ance of this Agreement, furnish the following three bonds approved by the City Attorney: One in the amount of one hundred percent of the contract price to guarantee the CONTRACTOR'S faithful performance of the work; one in the amount of one hundred percent of the contract price to warrant such performance for a period of one (1) year after CITY'S acceptance thereof; and one in the amount of fifty percent (S0%) of the contract price to guarantee payment of all claims for labor and materials furnished. The CONTRACTOR unconditionally guarantees all work done under this Agreement including, but not limited to, any workmanship, installation, fabrication, material or structural facilities Constructed. CONTRACTOR, within ten (10) days after notice by CITY of any defect in the work, shall have the option to make appropriate repairs or replace the defective itein or items. Upon expiration of such ten (10) day period, CITY may, then make appropriate repair or replacement at CONTRACTOR'S risk and expense. --6- SAMPLE ONLY ......—..•,.L.X••.YtBr�tR•X1��if���'._.... .,.•••^+..r.w..�..,Yfl4tli',1M11.�M^,�":.,.... _.. .. —._ —7 -7 77,.,r.. X 10. INLIEPENDEMCONIRACTOR It is urderstood and agreed that the CONTRACTOR is, and shall be, acting at all times hereunder as an independent contractor and not as an employee of CITY. CONTRACTOR shall secure, at tts expense, and be responsible for any and all payment of income tax, social security, state disability insurance compensation, unemployment compensation and other payroll deductions for CONTRACTOR and its officers, agents and employees, and all business licenses, if any, in connection with the PROJECT. 11. 141QUIDAIED LIAMgEhIpELAYS - It is agreed by the parties hereto that in case the total work called for hereunder !.s not in all parts and requirement's finished or completed within the number of calendar days as set forth herein, damage will be sustained by CITY; and that it is, i� and would be, impractical and extremely difficult to ascertain and determine the actual damage which CITY would sustain in the event of and by reason of such delay; it is, therefore, agreed that CONTRACTOR will pay to CITY, as liquidated damages and not as a penalty, the sum ofe--10�vm LjreJ, 'Dollars (s 09t) ) per day for each and every working days delay in completing the work in excess of the number of working/calendar days set forth herein, which sum represents a reasonable endeavor by the parties hereto to estimate a fair compensation for the foreseeable losses CITY would sustain in the event of and by reason of such delay; and CONTRACTOR agrees to pay said damages herein provided, and further agrees that CITY may deduct the amount thereof from any monies due or that may become due to i� CONTRACTOR hereunder. -7- SAMPLE ONLY 4y 0Y, 4 W a I ' N; •R�ry:ra �• : �n� ;,!`s.+•••, w�"ari..k„�,.:��.,l�A'J''Y'�fa,7'r- ��,.� Y � s 'r •+'y '��" i�•i'J �f���.'�'%�`,d,... •. �'4�f,' • i. ��'��++�� �� Yi �.K�� „. i ;y �;•�.' tii •' lrVIP kr«;y.✓. i ,.3".:`ryl r � �';' ..r; 'yih4'�'Y Z"•`j�• tN�rK 4"• �, i. • 'S .' a t'1p'. J.I • S A � ,r,' �•�• ..� s.." i`7Ry,;rW .aj 1r" ; i `•','i1,• ' �,,�r,�r �!' 1 , .ixy'i',3(r,. ;.•Y.$.: ,�•y ..e •i•J�\�'+S %" y..�� r.,.,..,}fA{'wrt''.� � ,t' .� .� •�l ..rF f'�s� S f� rT Sy J§f , I � • {py j2�W A'�It J7,ar �` k•+rp r,.r ,d r'' J a rR• �2� t''^�F,�111 CONTRACTOR will be granted nit extension of time and will not be assessed damages for any portion of the delay in completion of the work due to unforeseeable causes beyond the control sand without the fault or negligence of CONTRACTOR, including, but not restricted to, acts of God or of the public enemy, fire flo ods, epidemics, quarantine restrictions, strikes, unsuitable weather, or delays of subcontractors due to such causes. CONTRACTOR shall, within fifteen (15) days from the beginning of any such delay (unless the DPW shall grant a further period of timer prior to the date of final settlement of the Agreement), notify the DPW in writing of the cause of the delay and CITY shall 'extend the time for completing the work if, in its Judgmant, the findings of fact thereon Justify the delay; and the decision of the DPW shall be conclusive on the parties hereto. Should CONTRACTOR be delayed in the prosecution or completion of the work by the act, neglect or default of CITY, or s:-ould CONTRACTOR be delayed waitingfor materials required by this Agreement to be furnished by C11i'Y, or by damage caused by fire or other casualty at the job site for which CONTRACTOR is not; responsible, or by the combined action of the workers, in nowise caused by or resulting from default or collusion on the part of CONTRACTOR, or in the event of a lockout b CITY, , then the time herein f.'• -ed for tars completion of the work shall be extended by the number of days the CONTRACTOR has thus been delayed, but tto allowance or extension shall be made unless a claim therefor is presented in writing to CITY within fifteen (15) days of the commencement of such delay. No claims for additional compensation or damages for -8- SAMPLE ONLY .r..r„\"•`^'-- - - • .' _ _ ... �-.•-+�warwr+"M++frNv'w.^........... .._.._...,,,.�yv'rayM+IM+r+F•"'^"'*........,,,,,..� f.,'�'�,,f.�,, '.e,, ��.A�',.r '.��r', !' : J, `•} •.,f,l '+',i•..�•}"f''•i, Vi,'�^ej �,�f •bY""1•' Gtn• A � � I ' ., � t 1:r ,yam,• o-.f it '���"\�, '�;• ' , I ��;.,".� (" � . Safi\ "4!'ti^••,��i r:. ; i ,,,.,. �r•� a ''r>, a t,l,,y ,u�.. I'�1':,lxA 1.Y•. i' •:'fiY;•:•'`+ ^s,�,}. a,.•" r r��� ! f : ?, r ; ! Jl :.., ,r , o;. f ✓ .,, , ;I , r! • ., }i 7t(i j ,l ;+.I': •r :a4 'Y•. are :'.t".Y' f 1+�,^ ,! r i �d y �1 i�•��4 �" 1. •!,.I ,r. ..r "7 �r'• ...+i +. Rn, S"'� a�y?+,'!5' 1'(;'s•'r..l;T'r r•r. •+ 'r1": i•I'r. ;'v�•r..Y y� K f L'�d •�,�.}•r�.,•, Pp f ,,;'II};,J�%7y,:rv`.I i; Ti'. 7 ,y •v Ivl' a! delays, irrespective of the cause thereof, and including without ` limitation the furnishing of inaterial. by CITY or, delays by other contractors or subcontractors, will be allowed and said extension of time for completion shall be the sole remedy of CONTRACTOR. 12. nTEFERIHQ SITE C.ONDITITIM (1) Ica: The CONTRACTOR shall promptly, and before such conditions are disturbed, notify the DPW in writing of (a) Subsurface or latent physical conditions at the job site differing materially from those indicated in this Agreement or the Contract Documents; or, (b) Unknown physical conditions at the job site., of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent to work of the Ccharacter to be performed under this Agreement. The DPW shall promptly investigate the conditions and if it V.nds that such conditions do mater..ally so differ and cause an increase or decrease in the time required for performance of any part of the work under this Agreement, whether or not chanced as a result of such conditions, an equitable Adjustment shall be made and the Agreement modified in writing accordingly; (2) Time Extension: No claim of the CONTRACTOR under this Section shall be allowed unless the CONTRACTOR has given the notice required hereunder, provided, however, the time prescribed r"r• .� •r. l • r , i •' , r therefor may be extended by CITY. 13. YMIATION IN _E5111MIED OUANT111 The quantities listed in the bid schedule will not govern final payment. Payment to the CONTRACTOR will be made only for the actual quantities of contract items used in construction of ••l SAMPLE ONLY . •.'w•.Yr.rfieJIFlA�Ywu►:.n+---'•— ..._... , . """'"�^"•�'.'_.A;Y:uGr yr• r r ,r +I't71 Y tq a a, v F E 1 I F-1 I it ./ i��,�,,, j r J`.''�' �l �i � �w. i r�,' . . ! 1 / ,/,4'r•'�4' ' t �pr �� �e . � • � All �.w.: :..... �wor......_......r.,+wY1Y}IIPN�.rll.Mdrrlr ...... .. _._. '—Y'MNAMM�.��4.rra+..+.,r... _'........... r:.... _ ��•. _..� the PROJECT, in accordance with tte plans and specifications. Upon completion of the PROJECT, if the actual quantities used are either more than or less than the quantities listed in the bid schedule, the bid price shall prevail subject to the provisions of this Srtion. The DPW may, at its sole discretion,, when warranted the facts and circumstances, order an equitable adjustment, upwards or downwards, in payment to the CONTRACTOR where the actual quantities used in construction of the PROJECT are in variation to the quantities listed in the bid schedule. No claim by CONTRACTOR for an equitable adjustment in price or time for completion shall be allowed if asserted after final payment unler this Agreement. If the quantity variation is such as to cause an increase in the time necessary for completion, the DPW shall ascertain the facts and circumstances and make such adjustment for extending the completion date as in its judgment the findings warrant. lA . PROGRESS_ PANTS Each month the DPW will make an estimate in writing of the wozk performed by CONTRACTOR and the value thereof. From each progress estimate, ten percent (10%) will be deducted and retained by C17L and the remainder, less the amount of all previous payments since commencement of the work, will be paid to CONTRACTOR. When CONTRACTOR has, in the judgment of the DPW, faithfully executed fifty percent (50%) or more of the value of the work as determined from the hid schedule, and if the DPW finds that satisfactory progress has been and is being made, the CONTRACTOR may be paid such sum as will bring the payments of each -10- SAMPLE ONLY . _" ... ry wlYr,.0M11i..riP.wr r.r ___ _ ..... .. _--------,0•.,•,A. ...•..-.. ---- r 1 , . , *t'-% , 1, s �, ' fYwM.ti:•.:............_....u.a•.'Na++•+....«wrwW.A•r1eSx�Mlav�.•..++.�...- .... .. b.. r.+JMlu'I,fMM:.Ylr.1..� ..«.....-.... .... ,.• _. _».•....�.tL.Ta.f i7.lTJill 141 41 1 month up to one hundred percent (100%) of the vaiuc: of the work completed since the commencement of the PROJECT, as determined by k r)PW, less all previous payments and less all previous rete`ned y amounts. The final payment, if unencumbered, or any part thereof r" unencumbered, shall be made thirty-five (35) days after the acceptance of the work and the filing of a Notice of Completion by CXTY. Payments shall be made on demands drawn in the manner required by law, each payment to be accompanied by a certificate f• signed by the DPW, affirming that the work for which payment is demanded has been performed in accordance with the terms of the Agreement and that the amount stated its the certificate is due under the terms of the Agreemt, .:. Partial payments on the contract price shall not be considered as an acceptance of any part of the work. 15. 141THHELD CONTRACT FM , SUB5.Tj jjUION OF ITIES k At the request and expense of CONTRACTOR, who shall retain beneficial ownership and receive interest, if any thereon, �''`"'�•CITY shall permit the substitution anddeposit therewith of err, securities cquivalent to the amount of any monies withheld by CITY to ensure performance under the terms and provisions of this agreement. 16. SFAYITS QF RATI==_ON OF CAWS After the completion of the work contetnplateJ by this Agreement, CONTRACTOR shall file with the DPW its affidavit stating that all workers and persons employed, all firms supplying materials and all subcontractors upon PROJECT have been paid in t full and that there are no claims outstanding against PROJECT for f' ' i' SAMPLE ONLY Y1` +:t, Y�„ A 91��....w.•. - - '.,-.,,,,a+•ywn rvHtJ '7•„r.... �--•-__ _-_. _... ...... «.►.+•-w-,....�..... ..... _.. - �_ —f- ... _% r , ' oil, 1' � J• � r 5 • : .: �ti• i ;, .�: i', f �,i+�tl; ;'•+',;!%.nr;"rj 4 `T,�•!+�i'y; rf"1! ��� I Vrr�,l•./,�.(. ,Lyy:+; t. l4,,�, ! f.'"•�'i .F,i`f •ri�r• „ '� r i � ��Mr � �` ��y 'fit, �"r'h 1, I '�'�+f' l 'r 1'•+ �125��FF'�: nrr''C''��51 4A,�;�i /!r"� �'Y ��i �;�'�1!P��'`�Yi.'.1 �,'r: :'^•'�;��. ,''�`,•%'� i .4rN, ..•I'i F',•�,jr;�,� � ''1'1�;i"" r X�;,.r.''�j�r'.;F��Y.,•', � •.;, }-+,. •. 'v .'�:ji';w.j.J�!'�i;;�'(;,��''(6 ��} � 5." r,7 q,�l.:';.` '%.�'�.�.,�.; , ,a:•• �'�ry 'fir',;'„•..,r6,y.. ;,. t•I' dr„'•, y /,.' 1.. 1•!„ 'r'"lrf�jr!Y• ,4�,; • r• R, ('I' !;',r ,. r'RY� r �?'t:"; r •y r. �,,, r." s i.'r .' !, A' 'i�".5����°Vre + �•�',r4Y".:I r .P���.,� : �ii` 11,•�•• ::J � I"r•'� .,r , ' I'+S ,'p,!:1 t; `' ,'C,i t� s 1, r ~ i !� r'' •' 1v 159r,�<• ,s�•!f �'• �, 4•',. i�M, ".'�I f;. •; FI�". �.,��i �.i+"l:y�^,1T,'`;95?'y.. y�,W •: r,•'f' .i��'I^ + •'J� ` � ! s'.. ,lr,rr,``•r. ..rr+;+. a'.w\.7*,�1,'�rl }`ryi:F ',)' ii Ial4t�:.1+'r,�,,,f'; .r+'ri "1 rl; , ,r �A'7',r� r1'�I'' �;�'�rr^'� �••k. Y' +y.. / •%• •+ �' ,'/'r ,art. J.�i}y A f ,;i �1 _'S'lra +': � .,r, ' � ,,• ;�.'.i"r''� y+f i•�4yv „'�'f �k.'ry..... . ......art +w�.._ . ".........++r,n/A�1/e#�'rR.;nw•....,_...e..�..1_?�1M�¢iM1r either labor or material, except certain items, if any, to be set forth in an affidavit covering disputed claims, or iteirs in connection with Notices to Withhold which have been filed under tht provisions of the statutes of the State of Calif,)rnia. 17. WAMR OF CLAIMS The acceptance by CONTRACTOR of the payment of they final certificate shall constitute a waiver of all claims against CITY under or arising out of this Agreement. lg . INUMNIETCATrr l , DEEEH jE . HQLD HANUESS CONTRACTOR hereby agrc;es to protect, defend, indemnify and hold and save harmless CITY, its officers, and employees against any and all liability, Claims, judgments, costs and demands, however caused, including thosd resulting from death or injury to CONTRACTOR'S employees and damaye to CONTRACTORIS ?roperty, arising directly or indirectly out of the obligations or operations herein undertaken by CONTRACTOR, including those arising from the passive concurrent negligence of CITY, but save and except those which arise out of the active concurrent negligence, sole negligence, or the sole willful misconduct of CITY. CONTRACTOR will conduct all defense at its sole cost and expense. CITY shall be reimbursed by CONTRACTOR for all costs or attorney's fees incurred by CITY in 'enforcing this obligation. 19. RKERS' COMPENSAT.IQU IUSURAN.CE Pursuant to the California Labor`_Code Section 1861, CONTRACTOR acknowledges awareness of Section 3700 et seq. of said code, which requires every employer to be insurea against { liability for workers' compensr;.xu►~.? CONTRACTOR covenants that it -12- SAMpLE ONLY .....�......--•---......_ ..�—w.+er'•wwM.-......._ ... .. ..._......w...+n.:ww„wGi,,,lla�h•,dill�rMfrM--'�•�+'h—•--;rnr�.P. lira 1'+.1 y, r 'T e77•'f M r,�e t w � �;. ya r .`i'; f..t R�r��r• m I 1 3 3 3 s.. :p. ,t ��,� ���.� • " ., , ' ; ; tip, � �� F � ,.• "r 1 @//� M. l� a ..�.... ...., rr�r+i�M�yYbVR'+n�+`..+ .... ......,.r•n.•.wrY!MM�MIIMt'!�hlMtlrhai.w...��...._ ....:..�.—.:_: ... ..a,• will comply with all such laws and provisions prior to commencing performance of the work hereunder. CONTRACTOR shall maintain such Workers' Compensation Insurance in an amount of not less than One Hundred Thousand Dollars ($100,000) bodily injury by accident, each occurrence, One Hundred Thousand Dollars ($100,000) boO.ily injury by disease, each employee, and Two Hundred Fifty Thousand Dollars ($250,000) bodily injury by disease, policy limit, at all times incident hereto, in forms and underwritten by insurance companies satisfactory to CITY. CONTRACTOR shall require all subcontractors to provide such Workers' Compensation Insurance for all of the subcontractors' employees. CONTRACTOR shall furnish to CITY a Certificate of waiver of subrogation under the terms of the Workers' Compensation Insurance and CONTRACTOR shall similarly require all subcontractors to waive subrogation. 20. IP1.SUR&M.CE CONTRACTOR shall carry at all times incident heretr, on all operations to be performed hereunder, general liability insurance, including coverage for bodily injury, property damage, products/completed operations, and blanket contractual liability. Said insurance shall also include automotive bodily injury and property damage liability insurance. A11 insurance shall be underwritten by insurance companies in forms satisfactory to CITY for all operations, subcontract work, contractual obligations, product or completed operations and all owned vehicles and non -owned vghi,71es. Said insurance shall name the CITY, its officers, agents and employees and all public agencies as -13- SAMPLE ONLY �.-.�.�....��•r.n.w rrr ti.w•.. ..� ..+v.-rt. N^ a �lA. J ^Y(�Mr.Y.w.w ... AT N. A ,.-i�r ai •:err-•' a. yy ' � � � Jtti ':'�:• r ,�li fr ,16 ?^ii•, determined by the CITY as Additional Insureds. CONTRACTOR shall ( subscribe for and maintain said insurance policies in full force and eifec;t during the life of this Agroement, in an amount of not „ less than One Million Dollars ($1,000,000) combined single limit coverage. If coverage is provided under a form which includes :. designated general aggregate limit, such limit shell be no less than One Million Dollars ($1,000,000). In the event of aggregate coverage, CONTRACTOR shall immediately notify CITY of any known depletion of limits. CONTRACTOR shall require its insurer to waive its subrogation rights agai.rist CITY and agrees to provide certificates evidencing the game. 21. CERJJr1CATE$, r S_ tl��-'ANC&; ADDITIONAL INSLj •.D VN2QRS •1aN, T Prior to commencing performance of the work hereunder, ( CONTRACTOR shall furnish to CITY certificates of insurance subject to approval. of the City Attorney evidencing the foregoing insurance coverages as required by this Agreement; said certificates shall provide the name and policy number of each carrier and policy, and shall state thLt the policy is currently in force and shall promise to provide that such policies will not be cancelled without thirty (20) days prior written notice to CITY. CONTRACTOR shall maintain the foregoing insurance coverages in force until the work under this Agreement is fully completed and accepted by CITY. The requirement for carrying the foregoing insurance shall not derogate from the provisions for indemnification cf CITY by CONTRACTOR under this Agreement. CITY or its representative shall at all times have the right to demand the original or a copy of r a ' r -14- SAMPLE ONLY t se'• Ga Y 1 � h1'i;N�'41 �' :`� I; 51�y�•\'t•i'}4:�'. .S(, � � 1 . + 1',.r4 , 4 �. 1 12 t OA -�,.•..lrw�.^+.a�s�1"u'f.`.a'h3`.:Y'tw*.y.,,....... _ .._..,,,. r,�t:u+:#^.�'rw.7YldlProf+MD�t�St+l�esaa�.u..:IrarrMr:wn..a.....__._ ... ..---..._'...:s all said policies of insurance. CONTRACTOR shall pay, in a prompt and timely manner, the premiums on all insurance hereinabove required. A separate copy of the additional insured endorsement to each of CONTRACTOR'S insurance policies, naming the CITY, its officers and employees as Additional Insureds shall be provided to the City Attorney for approval prior to any payment hereunder. 22. 7kT AND TERMTNAT"' If CONMA,CTOR fails or :refuses to prosecute the work hereunder with diligence, or fails to Complete the work within the time specified, or is adjudged to be bankrupt or makes an assignment for the benefit of creditors or becomes insolvent, or violates any provision of this Agreement or the Contract Documents, CITY may give notice in writing of its intention to terminate this Agreement. Unless the violation is cured within ten (10) days after such Notice of Intention has been served or, CONTRACTOR, CITY may, without prejudice to any other remedy it may have, terminate this Agreement upon the expiration of that time. Upon such default by CONTRACTOR, CITY may elect not to terminate this Agreement; in such event CITY may make good the deficiency in which the default consists and deduct the resulting costs from the progress payments then or to become due to CONTRACTOR. 23. DISkOSITION QF RLAN^$, ESTIMATES AND OT1i—ER--1Xx, M1NI.—T—S CONTRACTOR agrees that upon completion.of the work to be performed hereunder, or upon earlier termination of this 1greement, all original plans, specifications, drawings, reports, calculations, maps and other documents pertaining to this -15- S�IMPLE ONLY ---..�... .n,. r-•.r... ,........ -.... - •,<.. ,.4.-:A ;lu l: Sri ;7. ,:rM.•::SN•�..�•�..r ..a4•+.r , I I. :•M .q1.., 5�y,1.^• �;� •�. a,�i ^w,w 5'�Y- 'rY:'..� , ,r � r .��,' 'r t$!"ti ''��.,r.; l^ryuyw,':k ,�, __--••-s.�--�•;r�!r'+!rS,.. ��( "nol,'++C!"AR"*+'T fir. h� •fir ' + �' � r � �''l, (�i r " 1. r�" ,t;�1 "��'i..'� I� �� �• Ir { d+�'3'tr �, � . `r, , .•,�,, v � ":'� �1 A' :.N �'rrFi`(5 �y 1 7h'ty�,1E��'' ,, • r , / ` �y . i Y�1'� y1 / r' L ', .!/� Y,. 'v'%' +' r . "�, � Y . f t ,l, � �'�Y ?,(y,,,r!' ��'yl;Nr � PM. � i! i, P; . �,.`% • 5i. f i .n�l;JF4k1" � �'. •''Ir y `r f �s � ?y�/yj� rys .., �, t • u'+!. y ,J �(� .f•;' , I:v," ' d, i6! r, ., .r rj� � 4 •"'!',..lY`'r ,. ..:.,w�^'ri'. .. ..: IL ij.r 6: .:�''...r J :r •�>' .'"f' �r'„t, 1's.., s.:! ,,���}} 'r;. ,'Pr I'•d•�,n:f• .f.,�.Y ' r .. ., .."IJ•', .•,r'... r.... r r 'Ti,yJ•��rl. ,�" 'C'• _ L , : ,r• �% a; �l.:,.', a.1t' ri:,p' �:'''.f,1 'r ';'Mi Lr»!• 5�}•,'.j".a.p.,d, '� r• I, , 1 t I Y � 1 r �T•7'sh.}yJAi�• " 7 :r�, NS .. � ? i•<. R.il,1 �,�,�• Agreement shall be delivered to CITY and become its sole property L �.,';�'•�� ;•.I, at no further cost, 2a . 2a024A.SS(�NAFiILIiY ' C014TRACTOR shall noc sell, assign, transfer, convey or rm M.'1 encumber this Agreement, or any part hereof., or any right or duty ► �h" ' treated herein, without the prior written Consent of CITY and the r- �1'.'.'ia' til.xfr ..JMS "�: IA,..r.'^+f� � s�•'"• ;; '. surety. , 4 25. Cr'!'Y EI�PLOYE_�,%.��5.�����i a — a r CONTR.%CTOF, shall employ no CITY official nrrr any regular f' CITY employee in the work performed pursuant to -his Agreement. No officer or employee of CITY shall have any financial interest in this Agreement in violation of ,i orn �c Gov nroen�t-, Code r{�?,j r+;'`'.�. Sections 1090 et seq. �'' 'a.`�a.;"' •S x�.'ry i" .. 26. CMPY OF AD II'1I2TR _TIVE �irj•I,��Pr�;:.r"„+M� F r. LI'. �\` 'r .r �4. •``P'.t ' CITY shall be entitled to recover from CONTRACTOR its reasonable administrative and attorney s feecosts and necessary +. „ Y disbursements arising out of the processing of Stop Notices, ;°�', ""• �F�,"�`�`:'+,r ,� '�t ri l;c:, ITV 5,;+••'- �w Notices to Withhold, or any similar legal document. Said obligation shad be provided For in the labor and materials (' ";'"' '}`" � ''rfl�"r•. payment bond required of CONTRMCTOR. CIT'z may charge-:: an administrative fee of une-hundred dollars ($100) for every stop notice filed in excess of two, regardless of whether or not CITY A'�"� ► r'1jrT is named in an action to enforce such stop notices. CITY may set +,$ off any unreirnbuxsed cost or expense so ir:c;urred against any sum or sums owed b CV11 to CONTRACTOR under this Agreement. . `� It r (� a,', �,. � , a. ,,�� • ";"•,. 27. .` '��' CONTRACTOR shall be responsible for. full compliance with ''','{ ;+ �+qr'd ' r+d'i 1 '+' , 4'• SAMPLE ONLY rJ i 4 i. ,� ,\ �''�V'�' 1.r y: , r 1 r�. a�S;',''• fir; •• rM�,�1 �r' • ,L .aA r ,:..','�,. k'.j ,•' rn 7,'1Fy'� :M; .If :•,woo. •I J..v / %, i r.. "4if �• . � ' ,',y irk' Y�+ ''1, ;r•'•f.•+t% Sy?J.... t Yi; 1, •:}ri ?. w, .�f'` 1� r - 5 .y T %:! ' I ". 4N 4." 4W Vo 5 7 the immigration and naturalization laws of the United States and shall, in particular, comply viith the provisions of 6 U.S.C, 132-4a regarding employment verification. V11 1n All notice— required or permitted hereunder ,shall be delivered in person or by registered or certified mail to an authQrized representative of thr: party to whom delivery is to be trade, at the place of businese of such party, or to any other place designated in writing by such party. ?4V 29. QA N!j -V 0 9 of the Sections of this Agreement are for convenience and refere-aired therein shall in no way be nce only, and the words cont held to explain, modify, amplify or aid in the interpretaticn, constructioit or meaning of the provisions of this Agreement. 30. Cr)14TRACTOR and CITY agree that CITY is not liable for Ijayment of any subc-)ntractor work involving legal services, and V"I that such legal services are expressly outside the scope of services contemplated hereunder. CONTRACTOR understands that pursuant to Huntington Beach City Charter 309, the r.il%-.y Attorney is the exclusive legal counsel for CITY; and CITY shall not: be liable for payment of an legal services expenses incurred by CONTRACTOR. ...... .... I REST OF PAGE NOT USED 17- K SAMPLE ONLY ;Fw'Ai9'0A' -WOOL jj 44 g#, -1 jp I't i r+., i � .' ,r. {' I ',• + .. /', ,i 1 r'r 4 f �, rY'�''v ,r;� � 1'+. ��� y',1 ^'"1' '� a''l,yY !,rl,+, ,1 •li' y' j. i:!'�'' I vl :.� ti rpl 1,�r ,1":1'1 •��' :,17• lri.' ;4 r. r;'!' 'r',. Y'F'�' •: n'' Y7• 7 '� I`A /pp°'' r ( �I'�f', 7 :'�f/1 �'�•'1. '' •'% .,'• :r.;l r. r, ;'I'7' ,r' � (I .tl, r.r f i"' r�. i° fF. }'ru�'/'• •`'�'',.•k,.t i�'r.. �' Ii.,1yjf ,7 •{��Y''l '1. 'ql �; i ,�, . 1. !' ' f�; /.i. • �, r { ,7,�'7'�. fJ r • A '1 ,'7i fY' it �* �1 +'� ''J+ (1 �f .• Y, .j.', ,�1� f ,r. 4',r' ,1'Y �1 �Y /,t` F1' J,.,,j1�.;Y.'.ldl'I .+'i}''':,'t�r�t��'1'�l r,!`.Y^�+•'r'` d Y�'i",., •,� `� ,1�y Air" .l�r h)r',' ,•,(•��. ,�/•,� .y' y. +.1• ii.�' 1; 1{, }'�I" '•'.F 7�, t�,• .J }y, \n i({J .,�., '1 f`•1' .r 1 I'.i' ,.{, ,.+'�✓ r+' i . '�':••,''+,,F'�•l,yV•. ..' Jr�r'•,r yI r. kA� 1 'y � ' Y. i!i� 7 '/ '.�1`,+�'I ...+(., r✓f„�r ',�,�•..•... r+�n f �+;'�. �..}}��G i.i lY' �;. r•J �I W!4(,'i' 4 y7�.A5h1.. +rd. ', 1'•. 1 1 j J. te/'d f i4• r I :; I'l+'6 r f ` i184 r t,;" , .ro�1 Y. ,�.'r.l1'.:.j'4'�w'rf'c:..,rJl 7Y('..'6.1r��a:'l:+Yo .,I Jiff "4r f •Yr ;. { t r�pr°I f dy pZo • ., i (,. J2i ,i' .. .. a.•.—..,".. _",--.. .. .:(... '7':. •..., w a. a • 1 ...f ✓%Qd°. 4dri•.'lYl G {,.r., �• r 1 �,FJr�, + ' }17y. ;.l1 tip! .y, �'r Yf ,�"I'hJ�l7u.'n,. .r• f('.i.. ::�:. ,r.v..:•/.• .?...?1'!J.iYIS.'tlw,aRlnlllflirA'lr.vrrw.+ar..,•..........� •rr.'r,';.iS /" 1,,',, I•. , •.�. r: •F� j •fir Ci'.rr.,J f••F;. 'r;"'; STANDARD SPECIFICATIONS •n l i +'`;'Lf ;'y y�•t,`•t�+'' ''" Except as hereinaft:-r provided, the provisions of the IHLust Edition of the "Standard Works ► 11 + Specifications for Public /yorks Con3t,nrction (Green Gook) published by Building News. s,si';;�':•, 1r''' {.,r•,•'', �''" `� Inr.. 3n55 Oytirland Avenue, Las Anqelt-s, California 90074, and all amendments thereto, �•"+', L+r +.' trdo�tnd h the Joint c:ua enrtiva Committee of Southern C;.'nlifornia DiHtrict arul Associated Contractors of California; hereinafter referred to as Standard Specifications, r: r, are adopted as the Starldl�rd Specifications for this proi.c.t and shall be considered as a w •, part of these Special Provisions. •i Where specified, the specified editions of "Standard Specifications" and "Standard Plant" �' ' ,t;, j'' ,•( of the State of California, Business and Transportation Agency, Department of Tramportdtion, shall cpply. If no date of publication is Specif led, the most recent edition, as of the date of publication of toss Notice Inviting Bids for this contract, shall apply. { PART 1 GENERAL SPECIAL PROVISIONS ¢� b The following additions are made to the "Standard Specifications." If there is a conflict between the Standard Specifications and these additions, these additions shall have! first precedence. ' 1-1.1 Definitions s; 1 (a) AGENCY The City of Huntington Beach, California also hereinafter called "CITY". (b) BOARD The City Council of the City of Huntington Beach, Cal ifornia. (c) CONTRACT Documents including but not limited to the proposal DOCLUENT forms p-1 through p-5, Standard Specifications, General Provisions, Special Provilions, Plans, Bonds,! , Insurenre Contract Agreement and all adderide y�r yy setting forth any modifications of the documents. (d) ENGINEER The administrating officer of the City of Huntington Beach or his authorized representative- /. ,•�. '`;',,, � (e) BIDDER Any individual, co -partnership, essaciptiun or }` corporation submitting a proposal for the work '?'' contemplated acting directly or through a duly authorized representative. (f) LEGAL ADDRESS The legal address of the Contractor shall be the OF CONTRACTOR address given on the Contractor's bid and is hereby `r+ designated as the place to which ell notices, letters or other communications to the Contractor shall be 1. mailed or delivered. `q it 3 tJ '7' +�Y'y 7J1yyyyv+ FFF I�f•r" r ,d., . r l - rd.. + 7 rr �y.. k �*•�1j Sys(g) LABORATO (h) SPECIAL PROViS;ONS (1) STATE CONTRACT An established laboratory approved and authorized by the Engineer for testing mate rials and work involved in the contract. The special provisions are specific clauoes setting forth conditions or requirements peculiar to the work and supplementary to these Standard Specification. The Department of Transportation publications entitled Labor Surcharge and Equipment Rental Rates and General Prevailing Wage Rates are to be considered r,s a part of the special provisions. Chapter 3, Part 5, Division 3, Title 2 of the Govemment Code. The provisions of this act and other applicable laws, form and constitute a part of the provisions of this contract to the same extent as is set forth herein in full. 2-1.1 Award of Contract The City reserves tho right to reject any and all Proposal. The award of the contract, if it be awarded, will be to the lowest responsible Bidder whose Proposal complies with all the requirements prescribed by the City. 2-1.2 Execution of Contract The contract shall be signed by the successful Bidder within ten (10) working days after award, and be returned together with the contract bonds, to the City Cleric's office. Work shall comr-nence within 10 working days after the contract has been fully executed. No Prnposel shall be considered binding upon the City until the contract is executed by the Contractor and the City. 'The contract time shall start on the date specified In the "Notice to Proceed" issued by the City. 2-1.3 Failure to Execute Contract FaUum to execute a contract and file acceptable bonds as provided herein within the time specified for the applicable contract category shall be just cause for the cancellation of the awapJ and the forfeiture of the proposal bid bond. 2-4.1 Return of Bid Bond Within ten (10) days after the award of the contract, the City of Huntington Beach will Mtum the bid bonds accompanying the proposals which ace not to be considered In making the award. All other bid bonds will be held until the contract has been finally executed, after which they will be returned to the respective bidders whose proposal they accompany. 4 �+'�-"._.__ ..... ..y+.'iMiRR.WM+V11�i/�NNMlar.•r.-•�....-..�... �_..r.,,,,r.r.+s+•.. ��rr�e•.wv.•w..r..�.-......-�-.--'fe-^.�.—w—.+. ,���..��,���' I�r� it •�i �}. I r r4•Wi+W / I ' •I }ytr{.,. .I!'r: ',+'i;,•. l'i /S }pE':.; r.r .1. y�R Y,r,,. r fir• ,� �.�rr'`. i � r ar'.n'• , ,' i. p �l ,'.t �•{S.r,y,r , f,•••`'yrr l ,'.•ef,'�7r'�!y "^ „Afa'y '� i f:F'ti ' I"�.,9'•I r ?' It 1W r< 9 F pJ' .6 ai. ,h •:Ir NF 4 9 .._.r. !i!1. .. .r.' ... !..-.......—.,.._......as...l c1: r ,f'.. ... ... :Ir:•i•, ,.........r. ,, .a'/:V5P�1fr L'V?!�r�i f. E'' .•l�T' rv'yf pr,'��r+ !. 2-4.2 Guarantee The Contractor, by submission of a bid for this project, expressly agrees to the herein stipulated guarantee of materialso products wurkmanship, and '{ Installations Incorporated Into this project.';1'1 1 fii ap All work performed in accordance with these plans, standard specifications, and special rovisions including, but not limited to workmarishi installation ''' P r 9, , P, fabrications, material and structural, merhanical, or electrical facilities shall _ be guaranteed for a period of one year, commencing with the filing of the notice of completion and acceptance of the contract by the City, unless specific areas are to be guaranteed longer as provided in Special Provisions. Security cf this guarantee shall be furnished to the City and may be included as part of the Faithful Performance Bond. There shall be express wording in the Performance Bond, if such bond includes the guarantee or warranty of the Labor and Materials for one year oeriod, commencing with the filing of the Notice of Completion and acceptance of the contract by the City. The guarantee amount shall be for the full amount of the Performance Bond Release of the Performance Bcnd shall not. apply to the guarantee or warranty period. It is recommended that the Performance Bond include the guarantee and warranty requirements. The Contractor, by agreeing to this latent defect guarantee, also agrees that within 10 days after notification of a failure or deterioration of a facility or work covered under this contract, fie will repair, replace or show reasonable cause as to reason for further delay. Refusal or failure to conimence repair or replacement will cans, the City to file claim against the bond. Excepted from the guarantee of labor and materials will be defects caused by acts of God, acts of the City, acts of vandals, or by acts of others outside or beyond the control of the Lontractor. 2-5.1.1 Pies and Specifications The Engineer will provide the Contractor, free of charge, copies of plans, special provisions and additions to the General Provisions of the Standard Specifications that are reasonably necessary for the execution of work. Contractor shall, at his own expense, obtain copies of Standard Specifications and Stand&:d Plans and Specifications of the State of California, for his general us c. If after R%qa-d of contract, should it appear that the work to be done, or any matter relative thereto, is not sufficiently detailed or explained in the Standard Specif icatiuns, Special Provisions and plans, the Contractor shall request from the Engineer further explanation or Interpretation of the contract. The request by the Contnictor and the Engineer's response shall be in writing All scaled dimensions are approximate. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions and quantities and stall immediately inform the Engineer or his representative of any discrepancies. I 5 1 '0 S.jY p,�, � y�• � i r r `��fVl fYS� Sx�t'•i r cqr%•µl a,J • .,.yl . ,1: ; �'y��'r • � •Vi r Apr. t 'ti } h ' Y �r�e • '� ii Y'�c�fy '+rYYr'�JJ i, i . �7�Tg--7 —'�. ►rl.i Fr a .4. Ve m . ; t ol, Al� 04 al 4 r , . . . . . . . . ... :46 I "-�1000 W-W 2-10.1 Authority of Board and IM)ection The Contractor shall give at least 24 hours advance notice when he or his Subcontractor will start or resume the v.T;rk. The above notice is to be given during wurking hours, exclusive of Saturday, Sunday or City holidays for the purpose of permitting the Engineer to make necessary assignments of his representatives. If the Contractor elects to wor< under this contract more than B hrs/day or more than 40 hra/week, Saturday, Sunday, or City holidays, he shall arrange with the Engineer for the required Inspection service and pay th,- special Inspection fees w.lich will be charged at the following rates: 4 hrs. or less/day 3125.00 4 hrs. to 8 hrs/day $250.00 When Special Inspection is required, the Contractor shall notify the City and pay inspection fees 24 hours in advance. It the Contractor Is directed by the City to work under this contract more than 8 hrs/day or more than 40 hrs/week, the Special Inspection fee requirements will be waived. Any work performed In confilct with said advance notice without the presence or approval of the Engineer, or work covered up without notice, appm4al or consent may be rejected or ordered to be uncovered for examination at Contractor's expense, and shall be removed at Contractor's expense, if so ordered by the Engineer. Any unauthorized or defective wnrko defective material or workmanship or any unfaithful or imperfect work that may be discovered before the final payment and final acceptance of work shall be corrected Immediately without extra charge even tWugh it may have been overlooked In previous Inspections and estimates or may have been caused due to fuHum to Inspect the work. All authorized alterations affecting the requirements and information given on the approved plans shall be In writing. No changes shall be made on any plan or drawing after the same has been approved by the Engineer, except by direction of the Engineer in writing. Deviations from the approved Plans, as may be required by the exigencies of constructions will be .determined in all cases by the Engineer and authorized in writing. All Instructions, rulings and decisions of the Engineer shall be In writing and Shall be final and binding an e)) parties unless formal protest Is made in writing and as provided in tha following paragraph: If the Contractor considers any work demanded of him to be outside the 7--,quiremant3 of the contract, or If he considers eny Instruction, ruling or diacislon of the Engineer to be unfair, he shall within ton (10) days aftp.r any such demand Jr. made, or Instruction, ruling or decisions is given, file a written protaut with the Engineer, stating clearly and in detail his objections and reasons therefore. Except for such protests and objections as are made of record, In the manner and within the time above stated, the Contractor shall be deemed to have waived and does hereby waive all claims for extra work, damages and extensions of time on acrount of demands, instructions, rulings and decisions of the Engineer. 7 ' J ''.i�!"�; �r%I ',,• ,' f L r' ,I' : r r , ` ; • ; l%(rl , i�'•f�f • i.�'r . }.J r 5 �' •t+.;�,^ �{�,',',, :,�,i• , ' �YT'1:dAr...rr�...«..«. .. .. ,_.«.-_. .. _.««....r r•1.• rP.y Gt,i . l^..rt...w........ - .. .�..aw.w..a.ae'b !"vH,ew.rr.. ,,.....w.as. - - .«..... _. - .. ....,..,- .I. i'=.:. g1''�•'s{'L e ' y Upon receipt of any such protest from the Contractor, the Engineer thall ' 7 c ,.;,'•;r•'�'',,,,'� ' review the demand, Instruction, ruling or decision objected to and shallrr..�':'•rf i promptly advise the Contractors in writing of his final decision, which shall be binding on all parties, unless within the ten (10) days thereafter the Contractor +�''•' r'' shall file with the City Council a formal protest against said decision of the Engineer. The City Council shall consider and render a final decision on any such protest within thirty (30) days of receipt of same- rr i' A 2-10.3 Finallnspection Whenever the work provided for and contemplated by the contract shall have been satisfactorily completed and the final clashing performed, the Engineer ' will make the final inspection. 4-1.4.1 Test of Ivlate:ials {'•"�'•. �.rr''"�`''' All tests of materials furnished by the Contractor shall be made in accordance with commonly recognized standards of national organizations, and such special methods and tests as are prescribed In the Standard 5pe-ificetions. 4:"', ,:fi'.:;;.;'y • : No materials shall be used until they nave been approved by the Engineer. �,:;:,>,;• ; , The Contractor shall, at his expense, furnish the City, in triplicate, certified copies of all required factory and mill test reports. Any materials shipped by the Contractor from a factory or mill prior to having satisfactorily passed such 4. testing and Inspection by a representative of the City shall not be Incorporated in the work, unims the Engineer shall have notified the Contractor, In writing, that such testing and inspection will not be required. At the option of the Engineer,.tlx? source of supply, of each of the materials': 9h911 be approved by I.he Engineer before delivery is started and before such material is used in the work. The City of Huntington Beach will pay for the initial soil and material tests. Any subsequent soil and materials tests deemed necessary due to the failum of Mr initial tests will be at the Contractor's expense. ' 4 • KIP . } ,��., `'�S!�;• - ...--.,.....�,�IMiww+l•s.Mr:w. r.-_,.._.... .-._ ... ,.•w t iW!fl'7LR4•��w•....-....., ,,,� 1 ��{ 1 `3,A ,r,°i ; ,'•,r r 'r ,,.I' r,J „%�'', ,'f 4. c 'R•a'r i Y•,�i''iF C'r;i M1,; '. r! .,; + 1. r'a. e't!e, "IY j �a,f i� ryl ; l i � 'i1': i ,''�• :•� •i�i�rlarr.....r,«'i_... .. .. ..-....._........�.. e.rtr.'.:r{.,..,....r.�.�A,.,,i,,. 7-2.4 Payroll Records The Contractor's attention is directed to the following provisions of Labor Code '''� '' x, '..'`•>, ,,' Section 1776 (Slats. 1976, Ch. 1249). The Contractor shell be responsible for compliance with those provisions by his subcontractors. V. Each contractor and subcontractor shall keep an accurate payroll record, �i showing the name, address, social security number, work classification, straight time and overtime hour's worked each dray and week, and the { actual por diem wages paid to each journeymen, apprentice, worker, or other employee employed by him or her In connection with the public work. t+. The payroll records enumerated under subdivision (a) shall be certified and shall be available for inspection at all reasonable hours at the principal office of the contractor en the following basis: IE I ' 1. A certified copy of an employee's payroll record ahall be made available for inspection or furnished to such employee or his or her authorized representative on request. a2. A certified copy payroll of all a roll records enumerated in subdivision (a) shall be made avalrable for inspection or furnished upon request to a representative of the body awarding the contract, the Division of Labor Standards Enforcement and the Division of Apprenticeship Standards of the Department of Industtial Relations. 3. A eertifiedcopy of all payroll records enumerated in subdivision (a; shall be mr,de available upon request to the public for inspection or copies thereof made; provided, however, that a requ!:st by the ,x i4. public shall be roads-, through either the belly awarding the contract, the Di vision of Apprenticeship Standards, or the Division of Labor Standards Enforcement. The public shall not be given access to such records at the principal office of the rontractar. •' 4 C. Each contractor shall file a certified copy of the records enumerated in subdivision (a) with the entity that requested such records within 10 days after receipt of a wr i tten re q "'•':' a oast. d. Any copy of records rnade available for inspection ris copies and furnished upon request to the public or any public agency by the awarding body, the Division of Apprenticeship Standards or the 01 vision of Labor Standards Enforcement shall be marked or obliterated in s�jch a manner as to prevent disclosure of an Individual's name, address and social security } '?' number. The name and addmss of the contractor awarded the contract or performing the controct snail not be marked or obliterated. e. The contractor shall inform the body awarding the contract of the 1 location of the records enumerated under subdivision (a), including the street address, city and county, and a:,all, within five working drys, +'. provide a notice of a change of location i+nd address. 9 .71 r, .r 1,'" . n ' r 7 1 ,ifs'{t y''•"•'.i'''��J ,; fir'"ii 4' • • 1 . r. r' Sl . 11(,,, ,11 ,�1 rr%% �r r '`•'t� �..r,... 'r' r, ` r u•3J^.7'}:t/(,kfP'y+ht,J�y''��'t�'Ai�i.�� / • rr•'I: r :#Ktr 1 1�, i,I, ' i•ne¢•11�_Wlrut:+ ...._.... _�.._.. ___.,....,,.. �.. .'� . .,..... .. .. a:(''.r. .. ,I/' A't•f,'°F .f 'Y a 'lr�,�r '4, �yi, ♦�5 6-1.1 Construction Schedule and Commencement of Work T' Prior to the start of work, arrangements will be made for a meeting between :' t pr".•'^. '' ;�• M •,�`�a':;.:'�;-;.�;:,;�.' ; � the Contractor and the Engineer. T1�4 purpose of his meet;nq is to coordinate r3 , '!,; .-,.,1 the activities of the Contractor within the limits of this contract, review -�'.{i;'': •I:t' ' "' ;'''' scheduling, discuss construction methods and clarify inspection procedures. The �schedule Contractor shall submit far approve! by the Engineer a complete schedule. '•,+a,,. J 1.,�..•. :, 1 �, ' ;,, ,^•' :flawing the number of working days required to complete the project. The contract time shall commence an the date shown an the "Notice to Proceed", which will be issued by the City. 6-2.1 Progress Schedule + • When, In the judgment of the City, it bn-comea necessary to accelerate the work, the Contractor, when ordered, shall cease work at any particular point and concentrate his forces at such other point or points as directed; and t execute such portions of his work as may be required to enable others to hasten and properly engage and carry on their work. r 6-8.1 Acceptance Should It become necessary, due to developed conditions, to occupy any portion of the work before contract is fully completed, such occupancy shall not �7, t constitute acceptance. ,• `r",'','' 6-9 LIquidas.ed Dnma es fr Section 6.9 of the Standard Specifications for Public Works Construction shall '..Y1 be modified with respect to the dollar amount of damages per day. The daily sum due per day for each consecutive calendar day in e=ess of the time f +' A;+,:' specified for completion of the work shall be as follows: Contract Amount Daily Sum Due Per Day T Contracts up to $250,000 $250 Contracts $250 001 to 5500,000 $300 ,�. .4,,r,,M1,;.,yf• .,•, Contracts $500,001 to 11,000,000 $400 Contracts $1,000,001 to 61,500,000 $500 l Contracts $ I,500,001 and over $650 { � '• 4 v tK�a ;Ar�hy< 7-2 3 General PrevaUing Wage Rates k ,ti �'• In accordance with the provisions of Section 1773 of the Labor Code, the State F • ' of California Director of the Department of Industrial Relations shall •'� determine the general prevailing rate of wages, applicable to the work to be > d r h done; copies of the latest general wage rate determinations are on file at the �. cffi-o a. the City Clerk, and the office of the Director of Public Worku of the f unt'n ton Beach 1 City o ff r 0 , California.i a r� � 'FI 7 r I. 10 IN__..__...._...,.,,,,a7p�,p�,ywAt+iane+'�'^"i_.._._..._.,,•.•.wPsvhlriFi1�14±Ny;i�li�' F ,L }ice ;��'• •.T', i' „ G+laa,'y,{I,M�Fy'j' . 1 1 ,. •v:+kd v 1 y r, r r r • rr I , I r rr r �t 2r}�''ry, I •a I �' r,4 I u a I I 7-3.2 eve i_ • ......�...... ..:.rt+!'N..1."7':"�I.4'.;..:.::+''r`. 1, trrh.rwlf.rr.rclr.re.s•w.: f. In the event o. noncompliance with the requirements of this section,, the contractor shall have 10 drays in which to coma ly subsequent to receipt of writton nctice specifying In what respects such contractor must comply with this section. Should noncompliance still be evident after such 10-day period, the contractor shall, as a penalty to the state or political subdivislon on whose behalf the contract is made or awarled, forfeit twenty-five dollars ($25) fur each calendar day, or portion thereof, for each worker, until strict compliance Is effectuated. Upon the request of the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement, such penalties shall be withheld from progress payments then due. Public Liability and Property Damage Insurance The Contractor shall furnish to the City and maintain during the life of the contract a public :lability insurance policy in which the City is named as an additional Insure-. The Contractor shall also hold harmless the City, its officers and employees while acting within the scope of their duties, against all claims arising out of or in connection with the work to be performed. The policy shall pro,-da for not legs than the following amounts: Combined 5199le Limit ©odily In'ury and ar Property Damage Including Products 'Liability: $1,000,0013 Combined single limit per occurr:!nce. Such policy shall provide coverage at least as broad as that provided In the Standard Form approved by the National Bureau of Casualty Underwri!drs together with such endorsements as are required to cover the risks invaived. The Contractor shall arrange for the policies to be so conditioned as to cover the performance of "Extra Work", should such work become necessary. Prior to the commencz-nent of work under the contract, evidence c,f Insurance shall be furnished on a form provided by the City, and no other form will be accepted. In addition, the Contractor shall furnish evidence of a commitment by the insurance company to notify the City of the expiration or cancellation of any of the insurance policies required hereunder not less than 30 days before any change in coverage, expiration or cancellation is effective. The Contractor shall also show proof of Workers' Compunsation coverage or a valid certificate of self-insurance. Builders Risk and installaticn Construction Coverage (see page2l) Permits and Licenses Except as otherwise specified in the Special Provisions, the Contractor shall procure all permits and licenses, pay all charges end feet and give all notices necessary and incident to the due and lawful prosecution of the work. These permits and licenses shall be obtained in sufficient time to prevent delays to the work. In the event that the agency has obtained permits, licenses or other authorizetions applicable to the work, the Contractor shall comply with the provisions of said permits, licenses and other authorizations. The Contractor shall obtain from the State of Califorrni3, the Indu<trinl Safety Permit required for the various construction items. 11 rr.....� ., ... �.�Iw.wii�rAi:R: k'fli •DWI,. •....-. _� F r q , r , �,F,,,,•�,,� .._... _...,y,_,,,,,«fin►'/ At 4 R'+{, 1�! ;r • r.. .1 ,fir { l` 7 15 �}✓��P."�1.r r. 4 . 1 I 011 ' I �' fir. Y" • r t ..._...». ...,_..._..«.........-...._.-....,e •r r(•.'r..fe: "•�'!•'.�.._r: ,. .........,�..,....._....-....r.r.a.r''aa.rcwau..n,.,tl-^+..A.+w u...rsRi n.+,wYJ+r.ruhrirYM�i 7-6.1 The Contractor's Representative ContractorContractor shell also file with the Engineer, the address and telephone numbers w,nere he or his designated representative may be reached during hours when► the work is not in progress. instruction. and information given by the Engineer to the Contractor's authorized representative in person, at the address or telephone numbers filed in accordance with the section shall be considered as having been given the Contractor, 7-6.2 Superintendence Whenever the; Contractor Is not present on any part of the work where the City desire. to give dlmctlon, order. will be given by the Director In writing, and sha'.l be racelved and obeyed by the Contractor's superintendent or foreman In chard of the particular %ork In reference to which orders are given. 7-0.1 Cleanup and Dust Control All surplus materials shall be removed from the site immediately after completion of the work causing the surphis materials. Unless the construction dictates otherwise, and unless othereviaae approved by the Engineer, the Contractor shall furnish and operate a setrAosding motor sweeper with spray nozzle at least once each working day to keep paved areas acceptably clean whenever construction, Including restoration is Incompl•:te. 77-8.5.1 Use of City Water System The Contractor mull make arrangements with the City of HJntington Mach Water Department for requirements, location of source and payment prior to the takirt] of uny water from tr'o City system. 7-8.7 Noise Control if the cunstruction site is located adjacent to a residential area, the Contractor shall r,*e all necessary steps to limit the amount of noise emitting froii' co,stmotion equipment used. In addition, working hours shall be restricted to between the hours of 7:00 AM to 6:00 PM, i-8.8 Flow and Acceptance of Water Storm, surface and possibly ground or other water may be encou•.-itered at various times and locations during the work. Such wreters may •Intarfem with the Contractor's operations and may cause damage to adjacent or downstream private and/or public property by flooding or lateral erosion If not properly controlled by the Contractor and the Contractor acknowledges that his Nd was prepared accordingly. The Contractor, by submitting a bid, assumes all of said ri sk. 12 . wr.rr. �,•_r-re-w^a�gNYlllnr.m►�I•'*H`.�,--. ...w.M.wh:r•KJ•s44"9FWtiAury+N'IR,,I�r`w-F ;'"r�' r^ 1 r, �YY"�r�;y�+�d.4 t t��d�(�l;'•�+� ..13 .i .�l�f •'•, Y �, The Contractor rhall conduct his operations In such a manner that storm or ' r other waters may roceed without diversion or obstruction along existingstnmt and drainage courses. Drainage of water from existing catch basins sall be maintained at all times. D:versIon of water for short reachea to protect construction in progress will be permitted if public or private properties arr not damaged or, in the opinion of the Engineer, are not subject to the probability of ` g The contractor shell obtain written rmisaian from the applicable damage. e. permission Pp public agency or property owner before any diversion of water will be permitted by the Engineer. In the course of water control, the Contractor shall conduct construction operations to protect waters from pollution with fuels, oils, bitumens or other r harmful materials. s' The City has received a for discharging from the California Regional permit Water Quality Control Board that Is reproduced in those Special Provisions as an attachment. 7-8.9 Erosion Control The Contractor shall submit a written plan specifying methods to control erosion due to the construction activities of the pru ject. This plan shall be submitted for approval to the Director no later than five (5) days after the opening of bids. 7-8.10 Califumia Regional Water Ouallt!f Control Board Permit The City has received a permit for discharge from the California Regional �..F" Water Quality Control Board. No water quality problems are &ilicipated as a f'r,�,,r•, result of groundwater dewatering discharge. I bwever if problema develop and it is necessary to aerate, oxidize, detail or otherwise treat the discharge, said treatment will be considered as "extra work" and shall be carried on by the Contractor. .; , .•: All monitoring and reporting required by the permit will be dons' by the City; however, th;s does not relieve the Contractor from compliance with other �.• conditions, provisions u►s; requirements of the permit. /le � . Applicable sections of said permit are reproduced and attached to these specifications and shall be considered as part of these Special Provisions. Pa P 7-10.1.1 Traffic and Access } a' M No full closures wilt be ermittcd Da 1i Nt lane closures will be p Y 9 permitted with prior approval of the Engineer provided flagmen are available for control '-' of vehicle movements. Closures are limited to between 3:00 AM and 3:00 PM. Safety precautions shall conform to Section 86.1.07 of State Standard Specifications and these Special Provisions. .r' Applicable sectlons of California Administrative Code, Title 8, concerning • "' elev.rical and construction safety standards tind practices, shall be adhamd to r. and enforced by the Contractor. I I y 13 y�,� r.� ""gyp • 'K r F�r VS����iti ' r •`- � fir 1 1' 11 'r�N ` y1'4 jatr'` VSY 0.4 r�,yt ' r �"r{�``rXr , �t,�.• •�$r /'err Contractor shall require that an approved safety vest be .orri by all personnel who are working at this project s! te. Any worker without a v ea;: may be: u .:.e red off tits job by the Inspector until such apparie! is acquim-d. (questions as tri approved vests shall be directed to the Engineer, The Contractor stall provide for and maintain pinvisions for public traffic through the construction ama at all times. Unless otherwise 5erified in there Special Provisions, work shall ba in accordance with Sections 1,-1.04, 7-1.08 through 7-1.95 inclusive, 15-1.02 through 15-2.05E inclusive, of the State Departmelt of Transportation, Standard Specifications, and as provided for in Titles © of State of California, Department of Industrial Relaticnr,, Construction Safety Orders, and Chapter 17-24, 'Warning Ligvts -- Barr�cadew'" of the !-Huntington Beach Municipal Code. The In:,pector may require additional devices to control traffic as traffic and construction cr'sadi ticns require. The Impector may stop work at the: job site until the required safety aiA traffic control devices are put in p?ace by tl-:: Contractor. The ccct for additional safety and traffic control devices shall be !neluded in the unit price or lu.np Gum prices bid for the job and nu additional compcnsation will be allowed themtore. Questions pertaining to construction, warning signs and devices chn11 be directed to the Engineer. Prior to the beginning of work, the Contractor dull present to the City r, detour plan pertaining to any detour(s) tie feels wi11 be required Lo pmperl;• prcr:ecute; the work. The 62tour plans, when accepted by the City, r rail become tFF: official document upon vtidiich detour(s) shall be put in place and maintained Wien required. Any detour wliich will last longer then theta c<�lendar days dial! be delineated by removing the existing striping and 'Ie'3snds c„ t!v_ , :meriL by s._,rrc.+'ila?ting :'lid placing new striping and legE: ids as way be i?ppmpriate to occoinmcjrraty the detour. Upon completion of tV.,-- wrrk and Lhc� rc!;to.ration of the road surface to its final ccxrdition, the 62Lour striping _hail be removed by sandblastirg by tty. Contractor ::i:l the original -,tliping -,eplaeed. Cost for r'urnoval a7d of d::tcur striping shall br; ircluded in the otho" items hid for ttae wort: :!;id no nddiLicnnal mrn,,cnsutior will he allowed therefor. iPie Contractor's r-LtenLion is ,v2cific;ally dit-rcted to 1-61-1 Section 12.7.4, "Vlarirrcj Lights - BarriC:F dco", pertaining to th,:. u:;C of b,�rriva&i :and llc)f';.: in (-,%cavrA;hcn EIitiliS. Ftastdog ba rrlc-idrs will bC allo�led Jrtri su'ist.'.Lutu for rt igt t r;- d,2sc ri t;cd in that sectinn. 7-10.1.2 SElie ty Pmcautions Tlx: Contractor et' aU provide for and maintain provi:,ior.: for public traffic through the construction arena at all tirncs. Unles.. otherwi::e• rp,2cified irr, these Special Provisions, work shall b:: in r,ccord ance with 52vtjom 4-I.01, 7-1.00 through 7-1.95 inclurve, 15-1.02 through i5-2.0',[_ o. of the 4L:atc 7epartrnmt of Transportation, Srand:ird Specific ati.'!'.. , i '_! 1}i:a•:ided for in Title n of Steauu, of Californir, Depaitment of ir.du tr Hal Relatlurl::, Cnn;tructio.-I Safety Orders, and Chaptcr 12.24, 'Warning Ligh.s -- Darricat.:, " (if t!i!' Huntington Bench Municipal Code. •-••r ... , . ". ... A riles: •, , r r • _. ... 14 71 •'. I, ey,try ,•i'tL4i r.'rip�`j� P 7• � r.a JM1 E'�', .. , " 1 A ;A jj 2 I•' 'r i. iH6tiSt�A'•+.',,•' Al h r ';; l�i •r ,6 •f ' .r �`. V � r .�• !15yy The: Irrrpertor may require additional devices a:. traffic and construction conditions require. Cuestions as to construction warning signs and devices shall I.Y! directed to the Erx3ineer. i Contrractor !hall require that an approved safety vest be worn by all personnel who are wYarking at this project site. Any 'r+.-orker without a vest may be ordered ! of f ttr_ Job by the Inspector until such apparel is acquim.d. Questions as to ` 1 a rc:ver! vests shn� pp l be directed to the Engineer. Applicrble sections of California Administrative Cod.!, Title 0, concerning w t ; electriral and construction safoty standards and practices, shall be acilhered to ._1 end enforced by the Contactor. J ^' 7-10.3 6arric•adr~s All barricading shall comply with the prvivisions of Lhe Manual on Uniform r «t Traffic Control De%ricm - 1975, as amen( d. '>„ �' 4A 7-I015 Water fbin Slut Down t:y i `'ftl;2r1 f, C.iLY water main or service is to be �huL down, the affected residents -: diall be notifit,-d by th!:' Contractor at least 24 hours in advance or this shut ►' down. Thr' Contractor :frall proceed with the water facilitie:r work in an r y expedient mranner until the: water line:. are in service. If water s�rvirc to residents is disrupted for ino-e than 4 hours, the Contractor :.,hall provide r i temporary water ser.ir_e to the residents. The cost ehnil be included In the otty>r items bid. ''' �ci.+ a I r j 7-15 Re Jstration of Contractor I Priur to Ou awarri of contract. ttc Contractor .hall be licensed in accordance d t 1 with the provisions of Article I to 9 inclusive of Chapter 9, Divi.fJon 3 of the f3t.c;inc;s and Proger,sions Code of tty3 State of Cpl'fornia and Amendments j. { r. ,,. �• „ L q e 1 th,�r:raf, providing for the registration of Contractors, and defining the term } Ccxit mictor; providing a method of obtaining licenses to engage in the business {+ Y of contracting and fixing the fees for such licenses; and prescribing the lb, t penishmrxit for violation of provisions thereof, as amended ' 9-3.1.2 Pjyment Orneral r q ' PaymiTit for Lhe furnishing of all labor, materials and equipment necessary to j, ,'.:',fi b :y•S',r�r•• ti'o perform all wort: indicated on the plans and described in there specification and ,;? .'�' . ' i Special Prnvision3 rhall be included in the contract unit prices bid for the ItemZ listed cn the Prcpersal, and no addiLional compensation will be allowed. .a •I Compensation for items of work shown or described, but not listed on the f proposal, will be considemc' to be included In the prices bid for listed items. ,iv r 1 Non -listed Items to be included in the unit, prices bid for various items listed on •' ;. Lhe proposal cunsist of, but are not limited to, the follrrwing: , 6 �•{ i y ( ' ,�8 r4 ... •+....,.r:.' ..1 rvKww..._.. .. ... _. _ .w-.. . ilYr"^' .' � ,� ri� YA l.+;+.�,i(. •" , '.' .. 'r 1 ' •�+ l;;f , ,�,'rra ;ti ^ . f. ., y' r; • �L + 1!,(,�J�[►1'� . i. r���.'..,�'�� •', 1pYl ii,�7 t� y1'• ,1, v Fh y 5 �, r1 r• • j'?''t�t, •5 Aril Kf �ti 541 r z •n a i 4' j' r� N`Y ,�''•'•t j.rr',"+ F• 'Y+. ..� ` I. '�• r r^r`pyY �'C:! L.ira�� +5 NWl� :,..r. ,• ' •, ' 1t. t.{ i1 ',1 r. .l.tr••,`'rr{�, .'�' .i J �, j • irr fir,. ;,j'':r'rF •. ., �,l ' .. � '......_.....-s,.IM1!''A1'1G�''1'f'i�14'''(7r•L•ear..--... __ !..r•�•re..d'MM1dAlY•:hy.•d!'.�+'i"NV.•Ylraua....r,.......w..w._..•.._ ...__.� I . Watering and dewatering. 2. Back -fill, compaction an disposal of surplus material. 3. Mainteining public utility facilities. 4. Miscellaneous removals. 5. Trench resurfacing. 6. General finishing and clean-ijp. 7. Berricading, traffic control, and temporary striping. 8, Restoring pOvate pruperty improvements. 9. Putholing utilities. 9-3.2.1 Roress Payments The City shall, once in each month, cause an estimate In writing to be made by the Engineer of the total amount of work done and the acceptable materialti 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 shall retain mmny in the an'lour,t of ten percent (10%) of the progress payment unless approval of Engineer for groater percent of such estimated value of the work done is obtained The City shall retain money in the amount of fifty percent (50%) of the value of the materials so estimated to have been furnished and delivered and unwed, provieed the materials were fabricated specifically for the project. !',Jo payment will be made for standard stock Items that have not been incorporated in the work. The City shall monthly pay to thn Contractor while performing the work, the progress payment balance, after deducting therefrom all previom payments and all sums to be kept. or retained eider the provisions of the contract. No estimate or payment shall be required to be made when in the judgments of the Engineer, the work is not proceeding in accordance with the provisions of the contractor when in his judgment the total value of the work done since the bast estimate nmaints to less than three hundred dollars ($300). At the: request and expense of the contractor, substitution of securities for any monies withheld by the City to insure performance under the contract shall be permitted in accordance with p►•ovislons of the California Government Code:, Section 4590. 9-3.2.2 Final Pa rat The Engineer ;hall, after completion of the contract, make a final estir ale of the amount of work done thereunder and the value of such work, and the City of Huntirxjton Beast, shall pay the entire sum found to be due after deducting therefrom all pr'eviou: payments and a!I emounts to be kept and all amou'•.ts to be retained under the provisions of the ccntr'act. All prior partial estimates and payments shall be subject to correction in the final estimates and payment. The final payment sh?.li not be due and payable until after the ex, Imtion of thirty-five (35) days from the drama of recording a Notice of Corrptetion. It is mutually agreed between the parties to the contract that nrcertificate given or payments made: under, the contract, except the final certificate of final payment, shall be evidence of the performance of the contract, either wholly or in part, against any claim cf the party of the rirst part, and no payment shall be construed to be an acceptance of any deflective work or unacceptable materials. ;+�.�.,{ •'fir+�'�..y ,...-...•- ..Mir w"f •r v.w..... ... ..._..........�,-.-.._.r.�R �-,�11. .�,]�i �-,�•. ' ( '� ' �' r i\, +:...... �i •.! .,:-i i .d. 'q. � t'a• ,N � � `., �,, i�i s 'j1�f', d� 1Y`; , � .. �'''_�; ��j`•�'Y+'�•r•���IYh� fir' ,.,;,� ,�: . '.;",: � � F� �s ,n,�y r' •y, '�• ,cry' .e��,�yy .,1.,r. ;i'�.i. ,j.�,: ,•� „ � ') r;• 16 RR$$ �` as ,.•.� t ' to , 4 Its eESN 414 7, Y'4 T "I t Se0or. 10 Proposal Reguirer-IMtS examination of Plans, Standard Specifications, SRecial Provislom and Site of Work U!_ The bidder shall examine cere.fully, the site of the work conteMP13ted and the I Proposal, plans, specifications and co;.,,ract forms therefore. It will be assumed that the bidder has Investigated turd 12 satisfied as to the general and local J1 conditions to be encountered; as to the character, quality and quantities of the - work to be pvifortned and materials to be furnished; as to the character of equipment and facilitie* nceded preliminary to and during the proBecution of the Work; and as to the requirements of these specifications. rw It is mutually agreed that submission of a proposal shall be comidered prime facie evidence that the bidder has made su:.-h examination. No verbal agreement or conversation with any officer, agent or employee of the City either befog or after the execution of this contract shall effect or modify any of the terms or obligations herein contained. 10-2 Proposal Form All Proposals must be made upon blank forms to be obtained from th e. office of the Dimctor of Public Works a'. the Cl vic Center, Huntington Beach, Californ-in. The Bidder shall submit his Proposal an the form furnished him. Pripu3sts ,tbmitted on forms other than the one issued to the Bidder will be disregarded. Wi M" All Proposals must give the prices proposed both in words and numbers, of which wards will prevail over numbers, and must be signed by the Bidder with his address and telephone number. If the Propmal is made by an individum, firm or partnership, name, post office address and telephone number must be shown. If made by a corporation, the Proposal must show the -acne of the state under whose laws the corporation was furr;,ed, and the names, title, and business adi;resse—j and telephone numbers of the President, Secretary and Treasurer. 10-3 Proposal Bid Bond Al, Is shall be presented eider scaled cover and shall be accomponled by cash, a CL Iurls check, certified check, or bidder's bond made payable to the City of ' at to st least ten percent (10%) of the Kiitinaton Beach, for an amount equal -, amount )f said bid, and no bid will to considered unliens such cost)cashier's let vl' 7. check, certified check, or bidder's bard is enclosed thervvvith. 10-4 Withdrawal of Proposals Any bid may be w;thdrswn at any time prior to the hour fixed in the Notice To Contractors for the opening of bids, provided thnt a request in writing, executed by the Bidder or his duly authorized representative, for the Y' withdraws! of such bid, is filed with the City Clerk. The withdrawal of a old shall not prejudice the right of a Bidder to file a new bid. 17 �W. N J '71 - ;1". 4Y "01" 'K w 4 JO NTT, V 1A 0 '!A 4 Y .T lr t' i I . r F1 f�yr�rif ro-' U. a, °si�� �fi�M��ya�,a%y!� �' ��r ,r�X�►1 ' • r - _ � i n,, ," r � hn r� , } r �40d �� /;,,+{ r � S 51 r i � * �. � ,, f« r �' Ji+,.. -� ,�.. t�x• 1d � r,�.,,.2NlF w r1 r - yl.. ' y t x'14,, 'r'r ��■F� r ;3 r\ ''it � i ..' r yt � q� ! i. �. r�; � y +. 4�A 2r. + r - r �•:t �; rr4 r. } 1 ;. /� wr .. Iyi t' l ' 4 ' Y .. •. ,✓'�, rim M. I� '•sr Y4. 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',y' h► �, /r + +yL . !I', 7", '� .,-P 'ah . l �y �vrl r X'I; �� , Y}vr �k'�+ •� + r r, 7, jr w •f ri 1 4 p y vh Y I+. hi "yytt'4 ik Ali � r � y4 • .r , �• �a s� ' t � e' 4 '7 '`.y. r. 1 y. r 'x. r ik`.a •k i i� '+ 1�ff.� ` � r; ,�t�•! f, S "S� •A'.1 ('-+ r 9 i''F�J� ] �• /, +:,' h •A r �,y. � yi _ �jy�.Y i ilJcy,;rr' , Z r .�': I�' y {! `r r•,�:; � i.��,, � �. ;.r� �.g+ t. '-* r' Jt',J` .L,y �`� t :',1�� h :R 5 r- � "� 1 ��. .1'r{'..��;. '�'hf�1 �:h it .r�7 i� rl' !h i « i'r•, ._. I r ,�", .. 11 � � � -' .� 1 -r * .i k ;,{ r,;�ti#, .Y 1 I •,� t���.r �'��;:: � �.1yy � f ., ..�. ,P , t,f « _ �4• '� - - M r .. h . d! rf �;' � � ��' t � } \ � ,r/ � I .ri f ,;t 1 �� ;;Asd r j ?r;4 �"�',. t # s N •N. f • ,n + 1w'r r + M r{ f'. _ 51 +:J� :( 4•, , .. /1 f.'r'b�;.3! /6'7 a!rk�� ,r,4�• 1� s * 9 - - 1.IF+"• ..e. W ./'�h �'ii`+ � ';r' ti�/ryt � '�'tif ! �.4' '� r t��� �J+"r •+ _;�y"T' 'r'Yd. ,* I�I��• ` s-! 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Y• } �p j Y t �y • 1 ' } F' r '* y *w y�,l .' . 7' > n T r yl�/, r '+ t L'•' r � ��,' • � ++r iJ 1 �•, ��; v �}+tkYp + :'F P ��� ,,�, r � r , r f ar' 1 -n: rr �' �u t� r ti•Y �r1.� � '�� i�,Q I, TI '� Lt. i, 'f�,� y ,f N,+ r Y .i :'' }r ti } t: , r,' s ,' , +�' � w,,d�: !! �.+� �, t '�%ur �c� •� � f era,. n�, *'''� i 1'u � {t r �, - r, 4' "� - � .',Lly T' 1 � � •'/ ' � ',''' y'1. ,'AI `+ ��'"� �. i,� y�f �i lh l '! r�TY�} t ' - , P r, : L'r y 4,r •:.I }"( -'fi: r "4rry r.. �;)k'�' r!1' I' r ,�i �(� r 'I. rV. , All .rk, r' •p *ry `• y 'J, d� 1� r5'''4r'A ' ` `' v4 ,.v.• {•,�j.y '� ;�1.'` t ,«j «' ,r �,'�'�h fa'�+r'�h4, ' :•�"{,,�4,4 L�4' ,�+« +�•f �,'� 1 r « '� (1 f'lr F 5 r ' '� .u� t �a �r. • , H{y' �r.¢ ' �, ,R�4'�'� t f. 1' �Q ..1' � j, �, e H � f /� � •'+ � � 1 ri .. i ' k z -; y '. •. 1 , �'' � � arr•: J�5 1I: .'I,� r �� � , � r � } �.. . \ 'y� I{J� !* �.+ .,,, y.. �}'. 'I/ rt .\1 - r.�"Y�,'�r +, � Y`I �•1 � ' \(' ,f�' ir• ', �y'�r � .1 r .. `+ ,� i"l •.� - .5 y„ � . 1 } f vs1Y'�'# �,.Y't �.1 ��'� �+* kR:.', i r � t�� i�d.^ ��� ,'• r, I) d , w4 •' 1 . y � ly K 4'h G1'f. � a�*r 104 M ,d� ;7�' . � A, ;E�•* 1 a A'.1z h'�� r i ,1#,'•,�-�I�-,1`�i. � �-� �;++ g },,y, I�' � � " wi ir 1 ,q , � i, •� _ ti it 1•�;i f ;�. 4 .4 I f T! 1. SECTION 4, CODES AND ST ANDARDS PART I -CENERAL DESCRIPTION. This Section covers qenei -al requirements for codes and standards pertaMing tQ the 'Work and is supplementary to the cr,'Ms and Ltari:ards mentioned or 4' referenced elsewhere in the Contract Dot:uments. CODES AND STANDARDS. Requirerrimts of Regulatory Agencies. Pertaining ordinances, laws, rules, codes, reguiclions, stondorc4s, and orders of public agencies hQving jurisdiction of the Work -ided wherever . efere ice is made in either the singular or plural to Code or are ime n Building Code except as otherwise specified, including, but not limited to, those in the following listing. Contractor shall make available at the site such copies of the listed documents applicable to the Work as Architect or OYner may request, including mentioned portions of the Cclifornia Administrative Cod!,. J., Building Code of jurisdiction. Title 8, Industrial Relations, CAC, Chcpter 4, Div. of Industrial Sofety, Safety Orders (CAL/OSHA). TItIrt 19, Public Saf 3ty, CAC. Title 22, Social Security, CAC.Title, 24, Building Standards, CAC. Lo+.al Mzchanical C)de. Loral Plurrbing Code. t lation3l and Lez-al Electrical Codes. Nctionul Fire P,oiectior, Association. State and Local Public Health Codes All other laws, regulations, rules, orders, codes, cnd ordinances specified in other Section.; of these Specifications or bearing on the Work. Standard aM Refereme Typ* Specifications. Specifying by reference to standard and reference type specification documents or to another portion of the Contract co, Documents shall be the same as if the referenced document cr por!ion referred to "I r were exactly repeated at the place where reference is made. In case of conflict between the requirements of regulatory agencies and the referenced standard or reference type specification dccuments, the cor.troctor shall conform to the most restrictive requirement if such conformance is legal. The standard or reference type specification cocuments shall be those of the curr!nt issue at the time the Construc- tion Documents Phase, defined in -',IA Document 8141, is completed, unless otherwise specified. Contractor Fha 11 make' available ot the site such copies of referenced standard or reference type :;peclficiatian documents as ti,e Architect or Owner may T., request. -eviations. in the Drawings and Specificatiors shall be imerpraied according to Abb. W their recognized and well-known teennical, industry, or trade meanings; such obbrevia- iions include but are not limited to the fcllo%ving: �,P �r 22 R 4.T r A Cr;;qT Ik av; 1 r �� FBI 'y, � '`tl�1' J����;'t r,�ai,� �. A ,j , ! • 'r +.Y r +r j�L'. ' - ```. .C. '1•',�, ,�!`J, .I'�•rryJl. Fy.f9a '•r41 •� f ACI /•merican Concrete Institute AGA American Gas Associatiov AIMA Accoustical and Insulating Materials Association AISC American Institute of Steel Construction, Inc. - ;.,;j AMCA Air Moving and Conditioning Association, Inc. •.i ' %�':r ANSI American National Standards Institute ., k� •;: G /, y' �, A HRAE American Society of Heating, Refrigerating and Air Conditicning Engineers ::; ASME American society of Mechanical Engineers `'`:t ASTM American Society for rusting and Materials s { AWPA American Wcod Preservers Association AWPS American Wood Preservers Bureau � ;p 'y`f `' • "s;' AWPi American Wood Preservers Institute AWWA American Water Works Association AWS American Welding Society CAC California Administrative Code }} `" CBM Certified Ballas� Manufacturers •'1?rfr.Yy;A','I,; CS Commercial Stondard, US Department or Commerce ETI_ Electrical Testing i_ahorotoriea r} ;" Fed Spec Federal Specification!(. r r FM Factory Manual IAPMO International Association of Plumbing and Mechanical OfficialL ' ICBO International Cont';r,--nce of Building Officials MIL- Military Specification (leading symbil) ' "+'� NEC National Electrical Code 41 w NEMA National Electrical Manufacturers Association y,�+ ' • f NFPA National Fire Protection As-sociatian y NSF National S mitation Foundaiion ` NWMA National Wt)odwcrk Manufacturers' ssociation OSA Office of the State Architect - ±'• PLA Plumbing and Drainage Institute ` PS Product Standard, US Department of Commerce SFM State Fire Murshal '" • '/�' SMACNA Sheet Metal and Air Conditioning Contractors Narionai Association, Inc. l' • ,( w r UBC UnUoi-rr Building Code ; ap UL Underwriters' Lcborat^rles, Inc. WCLIB West Coast Lumber Impt-ction Bureau WIC Woodwork Institute of California ''''i':rY, WWPA Western Wood Procluctz Association : ;c .r F, >.• ' '� END OF SECTIONik- r it•,w A23 �;•+^+r^•rr,wytt+tMr,>;�9MT'Y'+MA'enw.arT�'M•*• i'�'�". '? 77 07", _.. ._..—...,,,,,,+aiwtPi7►IK A•t 4'Tr•,rC'f.s» .—rlw.1V•w'^.• — •^ ,!! ra�y L I e -IA 4 It f .4 SECTION 2 CONCREJE PART I - GENERAL sit DESCRIPTION. Division I applies to this Section. Provide concrete construction as Maicated, specified, and required. .40 Work In This Section. Principal items include: Furnishing, erection, and remova! of forms, Furnishing and placing reinforcing steel bars for concrete. Furnishing and dcliyery of reinforcing bvs for masonry. Furnishing, placing, fin'shing, and curing of cast -in -place concrete unless o'herwis'! specified. Grout and drypack work, except as otherwise specified. Finishing and -.)ring of concrete. Placing of embedded anchor bolts) inserts, dowels, cnd accessories. I, Related Work Not In Thin Preparation and 9rcding of earth subgr,ide below concrete. Insulating concrete. V, j jk i. Installation of reinforcing bars in masonry. Site concrete walks, curbs and gutters. 4 Land -cope concrete. QUALITY ASSURANCE, d Concrete Morwfucturer. Furnish concrete frorn a licensed commercial ready -mix concrete plan.t conforming to ASTM C94 and approved by Building Official. T1 IF' requirements herein govern when excreding ASTM'C94. Allowtable Tolet(mices. Construct concrete conforming to tolerances specified in ACI 313, us applicable, unless exceeded by requirements of regulatory agencies or otherwise: indicared or specified. Source Quality Control. Refer to Section 01405 for general testing requirements and to following p(.!rog.aphs; for specific procedures. Concrete materials which, by previous tests or actual service, have shown conformance may be used without testing 't y ' when approved by A.-chitect and Building Official. Portland Cement. Furnish Mill Certificates, acceptable to the Architect and Building Official, s wing c..)nformance with requirements specified,- otherwise, the Terting Labe-rator), shall test each 250 barrels of cement in accordance with ASTM C 150. Aggregate for Normal Weight Concrete. Test the aggregate before and after C.1 concrete mix is designed ann whenever character of aggregate varies w source of V 24 M a F 0 1 + 7^ ,err .° V • �. s � r r •r r, 0 material is changed. Include a sieve analysis. Obtain samples of aggregates at source of supply or at the ready -mix concrete plant in accordance with ASTM D75. CONCRETE MIX DESIGNS. Testing Lab.-,ratory shall design concrete mixes for all concrete requiring ay compressive strength exceeding 2,000 psi. File two c-Dpies of each rnix design with Architect for record purposes only and not for review or approval. Strength Requirements. Design mixes for structural concrete for minimum 2a•day compressive strengths req-Ared by Drawings and Specifications. Thr• trial batch strength for each mix shall exceed indicated or specified strength by 25% or a lesser amount based en standard deviations or strength test records according to ACI 3IS. Basis of Mix Designs. Design concrete mixes tar workability and durability of concrete. Control concrete mixes in accordance: with Chapter w, ACI 318. Make adjustments in cement content as necessary for required concrete strengths at Contractor's expe-ises. Do not exceed 0.60 water -cement ratio. Admix for formed concrete shall contain on air -entraining agent producing air content of 3% to 6% by volume and adjusted for wt-;!ier conditions. Air entrainment is not rege,rired for footing and foundation concrete. Maxln*Ann Aggregate Sizes. ;Jot exceeding 3/4 of minimum clear spo+ce between tars and L:-tween bars and forms, nor larger than 1/5 of least dimensions between tyre forms. Design the mixes with I'h" me, -.in -urn size, except maximum 3/4'' size for formed slahs maximum 3/811 size where congested reinforcing or thin sections occur. SUBMIT•i'ALS. Refer to Section 01305 for procedures. PRODUCT DELIVERY, STORAGE AND HANDLING. Deliver materials in timely manner to ensure uninterrupted progress. Stcre materials by methods that prevent domage and ;Y--rmit, ready access for ins,jection and identification. JOB CONDITIONS. Do not install forms and reinforcement or place concrete during rain or a verse ~weather conditions unle.m, approved means are provided to prevent damage. During times of dry or excessive: winds, high temperature, low humidity, and other conditions causing r-pid drying, initially Lure concrete with a fine fog sway of water, or equal, applied during and after finishing and continued until fincl curing operations are begun. PART 2 - PRODUCTS MATERIALS, Furnish materials meeting the test requirements of Pcrogruph "Source lUU—Mly- Control" hereinbefore, as applicable, and following requirements: Form Lumber: WCLIB "Construction" grade or better, WWPA No. I or better, or equal. Form Plywood: PS 1-74, Group I, Exterior B-B Plyform or better, minimum 5-ply and 5/e1' thickness, grade marked, not mill oiled. Plywood having medium or high density overlay is acceptable. i yi I. V. r r r 1'i'y '••' r,Sr, . . .1 , 25 rl 1 • t 't• i ;l t1,-t j e. ,. • o�*r •y?k, ' L i'r ! rJ' 't , •csr� <I �.y ,;'�.•„ ':'sit r,���, iM04 I i 1� r•Y, J 2 op, V .2 Form tiest Prefabriccted rod, flat band, wire, a- internally threaded di3connecting type, not leaving metal within I Vill of concrete surface. Form Coating: Resin -type coating free of oil, silicone, wax, and non- 4 drying material, not grain raising. Cylindrical columns: Poper or fiber tubes, constructed of laminated plies using water-7031stant adhesive with wax impregnated exterior for or weciiher and moisturt protection. Units to have sufficient wall thickness to resist loods imposed by wet concrete without deforn'rotion. Reinforcing bars; ASTM A6 IS, Grade 40 or 60 as detailed. R mash: ei.-iforeing ASTM Aids, mesh size and gorge as indicated, 60 ksi rnioirnum tensile strength. Tie wire: Annealed steel, 116 gage minimum. n t I Welding electrodes: AWS 05. 1, 80 or 90 Series, low hydrogen per AWS D 1 .4, Portland cerne %nt: ASTM C1509 Irype lit low alkali. N not change brand without prior approval. Verify with soils engineer for Type V requirement. Stone aggregates: ASTM, C33, from approved pits, free from vegetable matter, opaline, cheri, feldspar, and siliceous magnesium substances; clean, hard, fin -grained :sound crushed rock or washed gravel; not over 5% by weight of flat, think elongated, friable or laminated pieces (pieces having the major dimension over 5 times average dimension) or over 2% by weight of shale or ti cherty material. Admixture: ASTM C .494, Type A or D; only one brand. Air -en -training admixture: ASTM C260. Water: From potable domestic source. Joint fillar: ASTM D 1751 and D 1752, as specified. Joint scaler: ASTM DI 190, pour hot rubber type. Curing compound: ASTM C309, fugitive dye type. A. Curing sheet: ASTM C 171, non -staining whit: types. Cuting-sealer4iordener: Hunts Process MD7C, West Concrete Floor Sealer or eqval. gw-shrink grout: Master IF "Ernbeco", Eurke "Nan-Metollic", or an approved equal of rt )n-gas- forming type. Abrasive oggrniattl: Norton Co. "Alundum", Unlan Carbide "Carborundum", or equal, graded from No. 12 through No. 20 sizes, color as selected. Culor admixture: L.M. Scofield Co. "Chromix", color as selected Vapor Bar jer. ASTM D2103, Polyethylene sheeting, 6 mil thickness with minimum 211 wide waterproof picWic ttpe, self -adhering type* S. CONCRETE MIXING. Furnish ready -mixed concrete from an approved commercial site plant. Con arm to ASTM C94, except materials, testing, and mix designs as specified hert-in. Use transi'i mixer trucks eqojippA-,d with automatic devices for recording number of revolutions of drum. 4 Slump. �djust qutiritity of water so conc;-ee at time of placing does no: exceed the following slumps wht-n tested according to ASTM C143. Use the minimum water necessary for workability required by part of structure being cost. 26 77751 4 N ;I P: 14, Yis 'f AM At, 7 rtl e, a ,, t• W 1 AayM1�v I IrA{�+.t `t• ��,�.-. _•..,_.�.r+.M�m�snaa+,...w......._... _ .. ...__ .. Y�LVT•J.,ra..rJ...... _.�... _�..... ..».I •_....._......: ���.�hd �, '1 Part of Structure Maximum Slump Inches,' Footings, foundation walls, ant' mass concrete not reinforced 4 ' Slabs an grade (containing no admixture) 3 Slobs on grade (containing admixture) 3-5 4, Reinforced concrete over 8" thick 4 Reinforced concrete 8" or less thick S Reinforced conrete slabs 3 FABR, '--ATIOrI OF REINFORCING BARS. ZleMing and Forming. Fabricate bars of the indicated sizes and Mend and form to required shapes and lengths by methods not injurious to materials. Do not heat reinforcement for bending. Bars with unscheduled kinks or bends are subject to rejection. Use tested and approved bar materials. Welding. Perform welding, where indicated or approved, by direct electric arc process in accordance with AWS D1.4 using low -hydrogen electrodes. Do not tack weld burs. Clean surfaces to be welded of all loose scale and foreign material. Cie -an welds each time electrode is changed and chip burned edges before placing welds. When wire brushed, completed welds must exhibit uniform section, smooth welded metal, feather edges without undercuts or overlays, freedom from porosity cnd clinkers, and goad fusion and pene"ration into base metal. Cut out welds or parts of welds found defective with chisel and replace with proper workmanship. Employ only experiencedr`, certified welding operators. Prequalificaticn of welds shall be in accordance with Code. PART 3,- EXECUTION FORM ERECTION AND REMOVAL. Conform to ACI 301 and ACI 347 except as excee ed By requirements of Code, regulatory agencies or herein, Coratruction. Coat forms with specified resir material, not oil. Build forms to exact � shapes, sizes, lines, and dimensions required to obtain level and plumb surfaces in finished structure. Provide openings, offsets, keyways, anchorages, recesses, mouldings, reglets, chamfers, blocking, screeds, drips, bulkheads, and all other required features. Chomfrers. Provide 3/411 by 3/4" beveled chomfer strips for concrete corners and angles unless otherwise indicated. Reglets and Rebates. For,;. for fl-ishings, fromas, and other equipment. Obtain dimensions, details, and precis: positions from relc+ted trades and form concrete � accordingly. Form Joints. Fill to produce smooth surfaces, angles, and comer_. Use polymer foam c or equivalent fillers at joints and where forms abut or overlap existing concrete to prevent leakage of mortar. Recesses, Drips, auW Profiles. Provide smooth milled wood or preformed rubber or y' plastic shapes of types shown and required. 27 a r , .• A t V� °, y-Ir r ,fir. d•. ��J ; �) + r ,,+ '•; • , .� ' . • ''{ r.- h a ' W .. •} ,• 1WF r 0 A ' �-� � J i r ! r , ' r•r,Fr�' 6 .YA �'R• 4 ' IJ'j: Y1���1,•J, f• i y � w l•1�••r ' '�*�• �1�r'�.t•�r Ji. ry. r r�. M C•i=urKwts and Cleaning. Form temporary openings in wall'forms for cleaning and inspection. Cleats forms and surfaces to receive cenerete prior to placing. Re-4)se. Clean and recondition form material before re -use. Time of Form Removes!. Do not remove forms until the concrete attains s•ifficient .strength to support its awn weight and all imposed loade. EMBEDDED PIPING AND ROUGH HAR TARE. Consult with trades needing openings o pr pMoge of pipes, con uRs, ducts, on-d other inserts. Necessary pipe sleeves, anchors, or other required inserts shall be accurately installed by respective trades. Reinforce the ooenings in floors and walls as indicated or required. Conduits or Pipes. Locate so as not to reduce the strength of concrese. I i no case place pipes, other then conduits, in a slab 4V thick or less. Conduit embecIded in a concrete slab shall not have an outside diameter greater than 1/3 of the slab thickness nor be placed below the bottom reinforcing steel or over top reinforcing steel. Pipe Sleeves rnoy pass through slabs or walls if not exposed to rusting or other deterioration and are of uncoated or galvanized iron of steel. Provide sleeves of diameter large enough to pow any hub or coupling on the pipe, including any insulation. Conduita may be embedded in walls only if the outside diameter does not exceed 1/3 the wall thickness, are not spaced closer than three diameters on centers, and do not impair the strength of the structure. INSTALLATION OF REINFORCING. Provide additional bars at sleeves and openings as required. Be are placing burs, and again before concrete is placed, clean bars of loose mill scale, oil, or other coating that might destroy or reduce bond. Splices. Do not splice bars cAt points of maximum stress except where indicated. Lap splices as shown or required to develop the full strength or stress of Cars. Stagger splices in horizontal wail bars at least 48" longitudinally in alternate bars and opposite faces. Field Welding of Bars. As specified for fabrication. Approval. Obtain inspection and approval as required by Article "Field Quality Control" before concrete is placed. PREPARATION FOR CONCRETE PLACING. Remove free water frrrn forms before concrete s deposited. Remove hardene� c�'concrute, debris, and all foreign materials fr forms and from surfaces of mixing cnd conveying equipment. :Vetting. Wet wood forms sufficiently to tighten up cracks. Wet ether raterials sufficiently to reduce suction and maintain concrete workability. Earth Subgrade. Lightly dampen subgrade 24 hours before p►acing concrete but do not muddy. Re -roll where necessary for smoothness and remove loose material. 1•�+ f i �/ fir. i1 �: �✓ I yppTT ti 28 ,! tie• '� + r M CIE f, A 41 V. 4, , J N Vapor Barrier. Instoll under interior floor slabs on grade. Lop all' joints 611 in the direction of concrete spreading and tape seal. Sral the joints at walis and around al, penetrations with tape Cover barrier with 211 layer of clean sand.. See soils report for specific requirements. Sa-eads. Set screeds at walls cod rn,:iximum 8-foot centers between. Check with an in3trUl',Ient level or transit. CONCRETE PLACING. Joints In Concrete. Locate 1!,ir-ts only where approved. Obtain prior approval of Roughen the surface of construction joint$ by points of stoppage of kiny pour. J. removing entire surface and nxposinq 1/41, or clean aggregate solidly emkeddad in 14 mortar matrix by sandblasting, chipping, or equal. Water and keep hardened concrete -yet for not liK,:z than 24 hours before placing new concrete. Cover all horizontal surfaces of existing or previously placed and hardened concrete with a 211 thick layer of concrete wit h 50% of coarse aggregate omitted just before balance of concrete is placed. 1/tr-611twi Elements. Stop placement of concrete in walls and columns 1 Y211 below bottom M -0.1 1 Vi s of wall openings in of beams or supported slabs Stop placement at sills and h"d. some manner. Allow concrete in vertical elements to be in ploce of least 2 hours or until vertical shrinkage has ceased before pl-:cin* concrete ,or floor framing. Compocting. Compact each layer of concrete as placed with mechanical vibrators or equivalent equ;oMent. Slabs. Compact and tamp concr, ate and bring 1 /8"- to 1/41' of mortar to surface. Wood float to straightedges and screeds. Do not use steel or plastic floats of cny kind for initial floating operations. Do not apply finish until all surface woter disappears and surface is sufficiently hardened. Remove bleed water and laitance as it rippears. -V Slab AM= Place slabs on subgrade with maximum 40-food edge dimension. Generally 10CGte Slob joints along column lines, exact locations as directed or approved. -R Slab Joints. Use standard product type construction joints equivalent to "Key - Fold" at column lines and 1Xwik-Joint" contraction joinis at intermediate spa--ing. Power saw cut joints where indicated or approved. Conform to approved submittal. & En onsion Joints. Conform to details and the approved submittal. Provide expansion joint filleg -finished flush with slob SUrfcce except at sealant-secled joints. Conform to Section 07905 where sealant -sealed joints are indicated or specified, Including the polymer joint filler or backing. CURING FORMED CONCRETE. Keep forms containing c,ncrete in a wet condition Mil remove Keep concrete continuously most for at least 7 days after placing. Kezp concrete moist with a fine fog water spray until protected by curing rriedl . Us the water curing methods, curing sheet material, or a clear liquid memb.-crie- forming curing compound except aiotherwi.ce specified. A 29 77r. T MY 4Y:, , r 4;d 31- ir 4A, H �a �7, 4 T Iq 1 li 4y � � _ 3 I � i{Y'�1'IY}iiylr q ..,•_. __.. _. .»..-..._.......... r'Irdi ��anV�Ait'�lrl':'-'MH✓Y •Aw va:.Vwv«. _.. . PATCHING FORMED CONCRETE. Remove fins, projections, and offsets. Cut out rag pockets, honeycomb, and other defects to sound concrete, edges of cuts straight and back -beveled. FINISHING, EXPOSED FORMED CONCRETE. Patch the surfaces as specified above. Rub exposed surfaces wit carbarun um rick or equivalent until smooth and free of form marks, offsets, and other defects, and in uniform planes. SLAB FINISHING. Produce finished surfaces level or sloped as shown with maximum 2-aviation o't from a IO-foot straightedge. Keep surface moist with fine fog spray of water as necewory. Dusting with dry cement or sand during finishing operations is not permitted. Finished exposed edges of slabs and slab joints with cpproved edging tool. Rough Slabs. Broom slab surfcces after initial set of concrete leaving coarse oggregcte slightly exposed. Apply on slabs to -receive deferred mortar setting beds or c:emcntitious toppings. Monolithic Trowel Finish. Apply on all slab -and flatwork surfaces not otherwise indicated or specified. After surface water disappears and floated surfcces are sufficiently herdenedt steel troviel and retrewel to a smooth s.;rface. After the concrn:, has .set enough to ring tro,..el, retrowel to a smooth uniform finish free of trowel -r.rks or other blt�mishes. ,,.void excessive retroweling that product-s burnished area;. Srccl FIcal Firisli. Sarne on for monolithic trcwtcl finish except omit the ;vr_erd retroweling. Appiy cn `ollo�wing ore(3s and surfaces: Resilient finer covering areas. Car petecl -rots. Elastorn,_aric costing anus. shin -;et the crt_.is• Swirl I`Juv-Slip (S vent Trove -al) Fini,-h. Scme us for rnon!itric trowel fini:.h less second r•c.:traweling. Mic-n ready, produce rion-slip finish by circular motion and slight lifting of trowel, danL in a regular pertcrn. ,apply cn all ext,2rior slab walking surfaces unless otherwise sn�.'cified or dird_ctcd. rro=•n finish. Prepare some as steel ticat finish, then apply a uniforrn-approved, light-t,,:xture finish by sliding a wife or stiff -bristle broom in one direction along a straightedge guid;:! place at right angles to the direction of vehicular traffic. Apply on Surfaces subject to vehicles cnd as indicated or directed. Abrasive Aggrcgote Finish. Same es for' monolithic trowel finis'-,. Jus., before r,:,rforming retroweling, uniformly apply abrasive rgyregote of a rate of IP; pound per :.•quare Soot minimurn, l:nd lock into cement matrix with the final retroweling. Lightly rub th'2 har dcned green c ;ncretc to expose grains cnd remove cerient film. Apply cri following surfaces: 1 '• Concrete stair treads cnd Icndings. 10 Y r'� JT^' AWOL rr ■ l A , !N. y�Y: r 7•' ,yl,',+r�t• .' i '7r ail;,, }' A ,'.tvl1. , r}•r 7 11 r�,r ' , •pr. .'yl�L•F ;.py}�:; • �j� +' ;`;;t'�r;fir•• ,�; •'.�'1V^,1''1","dire;' • �� 1 L , • '•rF' 'r'r `o t •.�{, { Asr f !�-yid"Il�r.{rw�:?�:,'C;+"?¢•:"�+: '•7'?`� P, I oaf y 'rr•}. ut� � , ' • .. 4' t � •w.u.}IN%W.`1°R.'1�.'!�',Il`TM'\'!n'11. ,.. •r ...^ ,...+••ate.' PKht^'iW1'i�'•�"'71Y7F'p•"rwYr+...i......... _ _..._.........._... !_�r.� :ta; Scoring. Provide where indicated or directed. Use a tool of approved size and profile. Run joints straight and of uniform size and appearance. If scoring is not indicated, obtain Architect's instructions not less than two days prior to the day slob concrete is placed. SLAB CURING. Promptly apply curing material as soon as the finishing operations are romp sts wit lout marring surfaces, and in any case on the some day. Apply liquid compounds in accordance with manufacturer's published application rates; apply 2 spray coats, second coat at right angle to first coat. Cover adjoining surfaces. Equip spray nozzles with a wind -shield suitable for wind conditions. C•xing Period cad Protection. Maintain curing materials in seated condition for a minimum of 10 days after application. Keep all traffic on the curing surfaces to the minimum possible, and completely off the liquid compound cured surfaces. Immediately restore all damaged or defective curing media. Restriction. Do not apply liquid membrane -forming curing compound on concrete to receive subsequent concrete or mortar, or on surfaces to receive subsequently applied materials unless such use and the specific compound used are approved by the manufacturer of material to be applied; verity with related trades. '{ }r Liquid Curing Compound. Use for slabs, subject to above restriction. Ir Sheet Curing. Use curing sheet material. Seal all laps and edges with plastic pressure -sensitive tape; immediately repair tears during curing period. Verify that surface's remain dump for full curing period; if necessary, lift sheeting, wet surfaces with clean water, and replace the sheeting. Use on surfaces where curing compound is not permitted. Water Curing. Option to curing compound or sheet curing method. Keep concrete continuously wet for entire curing period. Curtn(y.SCdier-i-IvrCierxtr If lieu of above curie( cure interior slabs exposed remain exr5ed ,ATk with two coats of specified cur ing-sealer-+hardener. Apply the first coat immediately after finishing, the second coat after clean up and just prior to ccmpletion of the entire Work. �w „1• t1 'i±•�" r. ;'a+,, �F' CEMENT FILL IN STEEL PAN STAIR SYSTEMS. Properticn the fill mixture by volume measurement o one part portland cement, three parts sand, and not more than two parts pea gravel. Reinforce treads at center of fill with I!Z" by 2" or 2" by 2" fly minimum 16 gauge galvanized welded wire mesh extending to all edges of the fill or '.'�' ''r', { with two full-length No. 3 deformed bars; reinforce landings with equivalent cross- 3r sectional areas c ' steel. When ready, apply non -slip swirl trowel finish and sheet c:ur r as specified for slabs. Cover and protect steel surfaces to be painted. GROUTING AND DRYPACKING. Install cs indicated or required except for the items ., a grouted by other trades. Mixing. Mix the approved non -shrink grout material with sufficient water ..o it flows under its own weight for grout, and to just moisten and bind the material together for ` !� P,,y., drypock.31 rr a :r 4r q•i i ,�, � _ ._.....•.�.fl',;-,"?+ors;[; c,a c,c.t:, ..... ., a ,�. , • 4: 9 . 4 3 ri + • �t �.1'7nAh+' ' 'J' �� 10 Id J-4.4 ,;,r�f �i�ryv"d�YMt�•'� �4S�1n4��+•�::C'�.J''.•1'.h' 'i1 �y,: w.......: � ... �..._.ar.Yrwtiv..�...,...,•,.•rsnu�J+RiN":rM1p�M�"!'wMFl t',vv+,.,,.. _.� _ _..._., Placing and Curing. Place drypack by forcing and rodding to fill all voids and provide complete bearing under plates. Place fluid grout from one side only and puddle or chain for complete filling of voids; do not remove darns or forms until grout attains initic: set. Finish exposed surfaces smooth and cure with damp burlap at least three days. OFF -SITE CONCRETE WORK. Provide new concrete items where indicated, and replace existing Items amaged by Contractor's operations. Secure and pay for required permits, inspections, engineering, and surveying. MISCELLANEOUS CONCRETE WORK. Provide areaways, cast -in -place valve boxes, p ts, SPIN; blocits, seep an of —Fier miscellaneous concrete ns shown and required to complete all Work. Conform to applicable requirements herein. FIELD CONTROL. Refer to Section 01405. Supet'vision. Perform Work of this Section under the supervision of a capable superintendent. Continuous Inspection. Construct all structural concrete of strength exceeding 2,000 psi under continuous inspection of an Inspector. Obtain inspectiot. and approval of forms and reinforcing by Bu;lding Department as required cnd by the Inspector before placing structural concrete. 7e3thV of Concrete. Testing Laboratory shall perform following tests: Compressive Siren th Tests. Cast one set of two or more cylinders from. each day's placing and each 50 cubic yards, or fraction thereof, of each strength of structural concrete. Datz- cylinders, number, and tag showing the location from which sample was taken. Indicate slump test result of sample. Do not make more than two series of tests from any one location or batch of concrete. Test Cylinders. Cast according to ASTM C31; 24 hours later, store cylinders under moist curing conditions at about 70 degrees F. Test according to ASTM C39 at 7 and 28 day agas. Core Tests. Should tests show the strength of any concrete falls below required minimum, additional testing of concrOe which unsatisfactorily tests represent may be required. Make core tests according to A5TM C42. Fill the core holes with drypack concrete of strength required for concrete. Contractor shall bear cost of tests for below' -strength concrete even if such tests indicate concrete has attained required minimum compressive strength. Welditig Inspecticm. Whether• welding is done in the shop or at the site, perform welding of reinforcing bar•, under inspec•iien of the Testing Laboratory Welding Inspector, END OF SECTION 32 � Y ti ++ 1 A. !"fir,^•`;• • j' ,iV 4 r 'd 1 r; '.. : �'•, .fit rl;.; b., ,fry, il� ,''.• f 1 :•�.t.,9 ;,k..� 7; r r � n+, ' •�ev.ww.�... `....___......�...__ ..�.�.�•►sF1O7118E'loft'.+IWIR+'I;"ht'IliAryww•.......-....rleM.'.. - - +� S ' Ary I 1 N, SECTION �V MASONRY r PARTI-•GENERAL (DESCRIPTION. Divition I applies to this Section. Provide concrete unit masonry and r c masonry as indicated, specified, and required. Work In This Seelon. Principal items include: Concrete block n iasonry. Grouting of masonry. Installing reinforcing steel bars in masonry. Related Worst Not In This Section. Furnishing and delivery of steel bar reinforcing. Dowels in concrete for masonry. Steel ledger angles. Wood stud, lath, and plaster backings. Concrete substrates. K Liquid woterproofing. r ff r� Bituminous membrane waterproofing. �r"+• ��' SUBMITTALS. Refer to Section 01305 for prc: .-dures. A !` ,I' I' Shop Drawings. For record purposes only and not for review or approval, submit Shop if, ;•' Sn '+'. ti'''" Drawings describing procedures and detailing wythe cross ties fcr proposed high lift 1.0 grouting of reinforced grouted core brick wolfs. ' Samples. Submit the following: (� , Two sem les of each type c of masons unit to show the fell range of color and P P > Y texture, for selection and app.-oval. rw'� r ? f'" ' �• Samples u cured dry mortar showing finish color. �'� •+� ' •Y � 5 P f Y 9 Duplicate Sample:• of each tyi:.,a of anchorage materials. t' R • Cured Samples of sealant colors for expansion joints. ' S•.� Samples Panels. Prepare as m-.ny of the following samples pancls at the site as are required for approval. Conform installed masonsto the approvE:d panels. Approved , f} � ,'i,�:• c x,� panels may be a part of the permanent construction. �r; •; y* '',� ! -�� Minimum 6-foot long by 4-foot high Sample panel of etch type and patt_rn of vertical masonryt including special features and one earner or angle.,1' ; I PRODUCT DELIVERY, TOR G AND A n CSTORAGE, E, H NDLIt,G. Deliver all masonry units on '•• k':5 ' i''r ','•'.;� p', pallets and cementitious materials in unopened factory containers. 5tcre materials in •'•'f'', a dry, covertd locations protected from moisture. l-irndle and store all units by methods that prevent cracking, chipping, or defoc:ing.' 33 }�• i r J'd ''4! ff+[Y,.At _ �,�... ... .. _...._ .. ,... _.. .. A .. ..... _, ,.A.i �,� 1' fl e ! YW 4 !.';1��•�,fi+'• 60 51 I,,�•. ,%M:!ee5.; ,. ln•yryr 7d•.1+':t ��''�','^r=Y •chi ... .r., ''','' ;•,;�, i�.•�s .'' � }' �.�a,:..__..• , _.•......r..►nl.leYl7Mrl�ar......w,..fh•. NJICEE4RH,X/u.rl.a...:.... '......_....•..r%rYM"i'°t.".r^Yr.+�'V+�,R4'''d:M!tlF'bt�ll'Ylfl�'.1�11�''r '�I+• JOB CONDITIONS. Refer to Section 01405. Inspect and verify surfaces to receive Work of this 9ction. Report to Architect all conditions that prevent ccrrect installation of masonry. t PART 2 - PRODUCTS ' BASIC MATERIALS. Portland Cement: ASTM C150, Type 1i, low alkali. Masonry cement 13 not permitted. Use only one brand. Verify with soils 1rNt1 engineer for Type V requirements - Hydrated lime: ASTM C207, Type S. y> ' Mortcr sand: ASTM C 144, not less than 4% passing No. 100 sieve, uniformly graded from fine to coarse. s Grout sand: ASTM C404, natural, Size No. I. Joint sand: ASTM C144, was'�ed sharp sand, all passing the No. 20 sieve. Pea gravel: ASTM C404, gravel, except maximum 5% passing a No. 8 sieve and all passing a 3/8++.sieve. Mortar admix: Red Label Suconem, Anti -Hydra, or equal. Grout admix: Sika Chemical Corp. GA Grout Aid, type as required; no x l substitutions. Color pigment: Pure ground mineral oxides, non -fading, alkali and lime proof, factory packaged. t''... �..; Latex waterproofing: By some manufacturer as above latex mortar, fibrous glass reinforced, 1 / l b" to 1 /8" thickness, for thin- r7 set installaticns. Water: From dcmestic potable source. I':�t'' �; ': •,f..• CONCRETE BLOCK MATERIALS. AS 1 M C90, Grade N-I, standard lightweight aggregate unit,, slearn-cured or yard cured for 28 d'uys, meeting Quolity Control Standards of Concrete Masonry Association, natural cernent color smooth feted units unless oth•:!rwise indicated or specified. Include matching jamb, lintel, control joint, p g joint, :,' •, bond beam, wall cap, and other special shape, type, or size units es required. 1 I ` °�' : a;,',. ANCHORAGE MATERIALS. Srurtiard product steel ty;.es, all galvanized in accor- d o _ce with A M A sunless otherwise approved. '+,�*•��i. MORTAR AND GROUT PROPORTIONS AND MIXING. <•: Strengths. Mininwm compressive strengths of 1,800 psi for mortar and 2,000 psi for �. -� 1F• grout at ?.ii days.' .F a r' - 'air' . .+,,, . •,..�,�. , ��I'�'�'',�`,ti;'pil' l.r�r 4;! Proportlou. Accurately treasure all mortar and grout by w lumn: using calibrated containers. Shovel mtmsurements are not accceptable. Mortar. Type S conforming to Building Code Table 24-A, with mortar cdmix in ' j r „+ ;; • mortc:• for exlerior.r�,,sonry, quantity per manufacturers directions, s Colorec.i Mortar. Some as for rrort.,r plus color pigment to produce cured dry a F color matching the cpproved Samples. r" f +I Y' ' � r• 1 l N 'f,A rRi R 71 yy AU 1 ,e 1 yZ •.I' Y . 1 F f. Y. I. ...�:.........._.._._.._..,wvr16�1t.�'lIN�AI�M:?��.vr..........tr�..r•rt':.twsh►'9�f�'r, Grout. By volume, i part portland cement, not over 3 parts dump loose sand,'and 1 to marts of pea gravel; or proportions as required for minimum 2,000 psi compressive strength. inc;ude grout admix of the correct type, proportioned per manufacturer's directions. Mixing. Place half of water and sand in operating mixer! then add cement, lime and the remainder of sand and water. Machine min not less than 5 ininutes after ingredients are charged. Retemper Mortar within one hour after leaving mixer to maintain high piosticity. Add water in a basin formed in the mortar cnd rework mortar into water. Discard mortar which is riot used within one hour or that has begun io initially set. PART 3 - EXECUTION INSTALLATION OF CONCRETE. BLOCK MASONRY. Lay out masonry to minimize rutting of units and use of odd joint sizes or bond. construct masonry in accordance with Code and Concrete Masonry Association for reinforced masonry. Place and embed In masonry the anchors, bolts, reglets, sleeves, conduitb, and all other iterns required b•; other trades, fully grouted in place. Wort: out the details and be respansible for size, position, and arrangement of embedded items and necessary openings. Cut units by machine saw. Install only clean uncracked units. Setting. Install masonry to preserve unobstructed vertical continuiry of cells. Full bed face shells and cross webs in mortar. Fill header or end joints solid with mortar for' a distance in from face of wall or unit not less than thickness of longitudinal face smells. Provide corner bond by lapping units in successive vertical courses. Clennout Openings. Provde openings at bottoms of cells containing reinforcing, and at each lift or pour of grout exceeding A811 in height. Remove all overhanging mortar and other obstructions or debris from interior of cells. Seal cleanouts with matching whole +!nits and mortar joints. Reinforcing. Use deep -cut bond beam units for horizontal bars. Place open-end units for verticai bars unle: s otherwise shown. Hc,ld vertical bars in position of top and bottom and at intervals not exceeding 192 bur diameters. Accurately set and place reinforcement as indicated. Void vertical bars securely in place with wood frames or similar devices us necessary for correct alignment. Install horizontal reinforcing as erection progresses, laps wire tied. Maintain minimum 1/211 clear distance between masonry and bars. Make laps c-,d splices in Lcrs not le7s than 40 ` cr diameters unless otherwise indicated. Grouting. Fill all cells with grout unless otherwise indicated. Pour in 14-foot lifts, waiting about one hour `,etween lifts. Four the full height ir" eazh section of wall in one shift. Consolidate grout by puddling or internal vibration, then reconsolidate by later pr.lddling before plasticity is lost. Form all I}.)rizontal construction joints by stopping grout pour I -rill below top of units. High lift grouting may be used at Contractor's option US ipproved and accordir g to Code, Bond arse, Joints. Lay units with 1/2-unit running t.7)r•,a, vertical joints aligned and plumb. Make all joints uniformly 3/8" size, concord,;d joints struck flush. Compact and dense cc•ncove tc•ol exposed joints. 35 V.• - -.. ,. PM1-4'.1 -. .. . IA•.11t..1. " .�. Mom. r. �. .. +.•�rr.sr... .�� �%lu r � { rn '+ . I;1 1 � .f �' 9t li• t �, F T 1!• � ,',Y I I 1MY •y l '! . I" }ti4''Yf 0_1, I t r , i .. .. .. .., v S. .'T' .. •I' Y =• •r :r.4..'Y1�.Y"d ".y. • �ntiw...u...... .. :.��..rly n 1 •�) ,4, li�r< INISHING. Neatly point' sealant on flush surfaces. Remove excess material and avoid smearing it on adjacent surfcce... Exposed sealant shall be free of wrinkles and uniformly smooth. Sealant work shall be complete before finish coats of paints are applied. CLEANING. Clean material from surfaces not io receive sealant and restore the nis as required. If surfaces adjoining joints are stained and cleaning is not acceptable, remove the affected Work and provide new Work as directed and approved, at no extra cost to Owner. END OF SECTION 36 1. r'�•� t t,r r ' E / fA r �r i t i A I� find rPi ✓.I�.I� ;YJ r1r� l a t' '. k j4 /r 'r 4 ;'trJ'1,•'� ,.,y',�;i1M�,, tut .r 1 't 1 •• A ;.,, •—.._...__ .. ,. .,_._....r....�lrT(.7t'r�'i.'�.tfltfi°�+".• M7'.Ar:, i �tln..—.....-. zECT ION 4 M I SCEL.I_ANEOU S M TAI_ ;� ✓�jfA ;7'r,��'� 1 .. t 1, Ali' '••u , fti ••t' 1i.1`N4.. ..w • i}'Th"'/}:i'Yu,'.y.Ti /.ttrn•+.e..,r.�...�...,.... .. ... . 4:... PART 1 - GENOUL DESCRIPTION. Division 1 applies to this Section. Provide misceiti�ineoo.,; an -tail s as Indicated, speci f i e3d and requi red. Woik in this Section. Principal items include: Pipe Bollard Mi scel laneous Meta I It errs Related Nbrlr Not in this Section. Concrete Gypsum WaI Iboard Lathe and Plaster Medan i ca I Electrical Sl/I�IMITTALS. Refer- to Section I for procedure. _PRC)fll.CT DELIVERY STORAGE AND TRAILING. Deliver and store matorial in dry protected (wens. Protect from rusting and other 4larrr:,3e. Reauve a:iy darrege ;tern from �_zi t,- and replace: at no cost to O:,ner. INSrECTIM gamine al I su`.)sur•faces to receive :'.e:ac a^d rcnort in %%ri t ing to Generai Contractor, any eotuii t ions c:c�trinrntal to wor'k. Failure to observe this in.junct ioci cc/istituteE. a %kaiver to ary subsequent claims to the contrary and ',.i i I make the Contractor- responsible for ,anal corrccticn�.:. COCRDIWXICN. Coordinate with other trades for prcrrpt delivery of all ►mterial s needed for rwnect ion or instal lat ion. Idmt - fy jrl I bol tf: or other 1 oose material . ',,.• T ` PMT 2 - MEW livATER IALS rp S,9 .✓ j4�', i F'T,ti'; `I'St'r' •� sty A. St eel : Al I mi scei laneous steel sect i cns steal I be standard' cold-rol led sect icros conforming toASTMA36. FLnbr i ra ted i t aTLs rec;uiring welding s:-%-JI in all cases be mode from A5ih1 A36 ;leer . B. Light Gage Strictural Framing: Steel for all Iicht stractura.1 framing, studs, tracks, extension i, bridging, etc, steal i co -if win to AMUA245, r (Pt �1 yyA i1t , :Ai'•r. r' � .•fib i.e I,.�� �l •.9� r',� 1 "yy'` r n' �17:WrS:•i,:'":Ss.�'i',3;±1� 'rW'Lk , i�`R� r 37 Ire �.. At t F ' •i � �,� V ii ,j, �••1 1', • . 1 of [yI ' � ' 617 RE Grade C, commercial quality steel with a yield point of 33,000 psi. All I ight structural framing shal I be 16 gage steel, structural framing. Al I f raming members and accessori es shal I be del ivered to the Job Wi th an 0 oven -dried coat of rust -resisting red zinc --chromate paint. C. Mi I d So. eel AST!Vl A263. D . Steel Pipe: ASTMA-53; Standard I.P.S. unless shown other -wise, Grade B. E . Electrodes: All arc -welding electrodes shall conform to ASTM A233 for Steel Arc -Welding El ect races. El ect roes shal I be as reccrmendixi by thei r manufacturers for the position and other conditions of actual use. F. Steel lnt;erts for 5 kispended I t am: Al I errbedded i t crils fur instal nation of I vall or ceiling equipfrierit or fixtu;-es sha I be provides to meet manufacturers suggested speci f i cat i (-.s. G. Primer: Tnemec No. 902R, 'red mmal prirrer. H. Primer: Federal Specification TT-P645, Type I I for steel surfaces. , J" MISMI.LANEOUS ITENIS. Work required under this section that is not described in detai I beiow shal I be ccylstruc!t-d in accondance to bui Iding stzndards. �V 4 A. Pipe Bol lard. Provide 4" standard steel pipe f i I I cd wi th concrete, r(y-.nd tcV, cone thrii slab, probe for tonsio-) covers, oririxpaint, bolt to under!- i do. I s I t B. -el at vJ arponer I s ire r, r, Mi scel lar., ;iis Nle- t i� cnr, and their r fleCeSSaf-I I. i I I,'] i V i CUal I r it -ibc r, c`.-scrib!..j descr d. M; 5cel Ian(-cv is i tca- shal I furnished and in-Ital ',-d in -tccomlance %-.i th toc i,itlent of the dravii ri,.-,s -jnd s;)cc i f i ca i i it; anci as requ i r-((J to cuip let e the 3 PART 3 - CKEMI I U 4 A A. Standard ccrrm,:•rrizil nroducts, corifoiTninq re.-juirLriv.Tits of zind Soeci f i cat i cns miy he used subject to ar)proval of Ardiithct. Bolt vith proper sizes bolts. N_-ts shall be dra�-.n tic -lit and end thre:.,ds upset. t". Scev.s and bol t� shal I L :t:!ndard ard w-aOiers pr. . iric-d W,.cre necosr-ary. % -i o r!; nd rrvyibers ree4uired to be =et into F3. Bu i I d arid other con, c Lncretc as M1.)rl, -i.prciq nnecessncuttir,c, dri lling. _resse.i to avoid L r-y C. Ex e cu t e a I I \v� LISing -ki I I ed r-r,--, t a! %�ici ri-. c., cir, I y . Use uily certified %-,-cl ders. Do oi,y -U& worii: at the site as cannot :,oascyiably be perfor-tric-cl -i c' and dri I I ing accurate, neat in the shop. NLk.-' cuts, bcr,,J. pinching A, prq)erly locateJ. Grind -ir,,J file �-�ooth all parl-Z axpo!s(�J to vices; leave ex p -,d !-.,irfacc.3 of ma -ks. -s osc f r,:, fabr' cat i r "Aike rix., her tru_ to length to al I cw assent Iv %% i t h ou t f i I I c r s f V 1. y'r. I w. ,41 38 4 I r. ..",!'Y'. a. ,'*......._... 0. Do al I welding per A.W.S. rpeci f i cat ions. Apply "Galvaweld" or equal to any surfaces welded after galvanizing. E. h'bke fabrication of all structural steel shapes conform to A. I .S.C. Standards. F. Furnish all necessary terrplates required by other trades. Supervise and be responsible for proper location and installation of built-in concrete, or built into partitions and other locations to respective Contractors. Provide holes and connections for Work of other trades and make necessary connections. G. Wien possible, fit and shop assent -de, ready for erection, with shop and field connect i arts riveted, welded or attached with screws count ersUnk and f;ni she-J Me-e exposed. H. Galvanize any ferrous metal er;p05Ed unless otherwise specifted. INSTAULAT M. Install al 1 i tents specified herein unless otherwise noted; al I true, square, pILnb and accurately fitted. SFUI yPRIMING. A. Shop cost any uneaivanizceYd ferrous metal wi th primer. B. Clean iron and metal to be primed of scai e, dirt and dust by steel scrapers, wire brushes or sandbl a :,t i; ..3 . Remove of I and grease wi th pet rolriiii nap tha. C. lboroughly work paint into al I joints by bnr:h. Overa I I appl iCat iCnS of br-u-4i or :pray coat of primer; per Fc-�eral Sgeci f i cat i en TT-P-645. 't• "' '9•''� lV _J • ,Fig !!/ h, (;i ve any p3i;�tt_!,J Wilt -in portions ale field f. (xZt of primer an all abraded '�,,,';,•., yS(.,•. t ' r ar't:i after Inital Iat icn I'•;!• 'J'Y�' I"�•�'i^,4 +'• ' F CLlr.1t4-1'', On caTpletion of tiwri�c rerr)ve all o,cess rruter•iai equipmnt, dcdri s and cutting- di --pose of aivay from preni ses. Leave work in clean conci i t i on pf-r S�.iPPLlihENTNIY GE ERAL M.") I T IONS. f ' IX Ir WA h Y ' + rhAi, . ! ' Y '•p •. . 1'• Y Y • r � , ' �yi,i ' 'Ilw.•1 v. 1. e w I .:.W. N Tom, • ;•K��„ , aV ''� ••�� I .. - r!fd'y Y. ia• . t, I Q( •�(� tX.ryr, 41 _......r Y :.7:'.Kt•"Y:'t�:Yi-0f7h+'�.'k ''A:rJ+"ww•.•r...r«ww�+�+Y. �IWi�ll'l1IW • SECTION .4 HOLLOW METAL. WORK FART I -GENERAL a DESCRIPTION. Division I applies to this Section. Provide hollow metal doors and frames as indicated, specified, and required. Related Work Not In This Section. Installation of hollow metal doors and frames. Furnishing finish hardware for hinged metal doors. REQUIREMENTS OF REGULATORY AGENCIES. Construct labeled openings in accordance with manufacturer's standard procedures filed with and approved by Underwriters' Laboratories. Provide required UL Icbels on doors and frames. SUBMITTALS. Refer to Sectlan 0005 for procedures. Shop Drawings. Submit Shop Drawings fully detailing materials, finishes, sizes, profiles, moldings, location of hardware items with reinforcement, aid methods for anchoring, assembly, and erection. SanVles. Submit Samples of frame corner construction if requested by Architect. Y PART 2 - PRODUCTS r,'.' ':,r, +,�' i�rc r+;•;,, HOLLOW METAL WORK. As supplied by one of the following manufacturers; refer to ect on DI 605 fcr substitutions: Overly Manufacturing Co. - Kreiger Steel Products Co. Steelcraft Manufacturing Co. '•„ �'`. ,' Amweld Metal Doors and Frames Americraft rw; r J-Door Company General. Sizes, types, thicknesses, profiles, details and features indicated for doors ,.,.•.,., .: and frames govern. In all other respects, provide doors and frames as standard with manufacturer except as specified herein. r,� 1 Hollow Metal Doors Flush seamless type, minimum 18- age steel one-piece face r'` parcels, all parts welded and finished flush and smooth. Reinforce face panels with internal welded stiffeners or bond to a lactic trecfed honeycomb core or a foamed plastic care except foamed plastic is not allowed for labeled doors. Fill follow -core doors with mineral wool or asbestos material to eliminate all metallic ring. Provide flush top edges of exterior doors. Reinforce the top, bottom, and both edges according ,: ;,• to manufacturer's standards. Finish both face panels and all edges smooth and free of distarlionY Provide I-3!4" by 12-gage full -height astragal on active leaf of pairs of doors. 40 r,� , a � i���y,i,• , �,, i� ♦k I�fJ ^I` ,J• 1 { / I 'f. 4 4 11r } i• • 1 r� . 4rip � t r � 5w 'f'i. r • r A ��T- e 9 F v t y I r i i• � F r �Y r�) t4 • 1 •J; }p: { +laflf Transom Panels. Some construction as the door over which panel is located. Hollow Metal Frames. Form the stops integral with frames. Reinforce heads over 421, wide with a full-length 12-gage channel. Provide frame anchors as required, not less than 3 anchors per jamb, except 4 anchors for openings over 71-01 high. Provide galvanized steel plaster guards back of cutouts for hinges or mortised hardware on frames Installed in concrete, masonry, or plaster. Fabricate frames of '14-gage or heavier gage steel if required by UL label requirements. Exterior Frames. Fabricate exterior frames of minimum I6-gage steel, welded joint.% a eRpoi3awAlds ground smooth and flush. Interior Frames. Fabricate interior frames of minimum 18-gage steel, welded Joints ground smooth and flush. Louvws. Door manufacturer's standard inverfed chevron steel type for interior doors, stormproof profile type with remov:.ble insect screens on interior side for exterior doors and fusible link type as scheduled. Hardwtwe Preparation. Prepare, reinforce, mortise, drill, and top 'the doors and frames according to the templates supplied b,! the hardware supplier, as standard with the hollo v metal manufacturer except minlinum 10-gage steel behind butts and 12- gage steer for mortised or surface -'applied hardware. Finish. Thoroughly clean all surfaces and chemically treat for primer adhesion. Faint inaccessible surfaces before assembling. Sand exposed surfaces of doors, frames, and accessories and fill smooth as required. Apply one baked -on coat of manufacturer's standard rust inhibitive primer, including the interior surfaces of frames' PART 3 - EXECUTION INSTALLATION. Refer to Division 6, Section 06205. END OF SECTION ,�_ -.. .-___^.-...., '.i • -... _..-.......-..�•F•112'�ai�6,i[Y�[F.({I;Pd'iA7s+ ^'+"".y-.-.. e �d{ it ye ,�tS Y. , i }}��1I t Y r r '.td/9�'¢t4�� tr r' i �F l �1.,,y ' •tit. '.+, : tinw'raFii!'y:�f!Fi'±'"s?�ss'xk`x•aa`rsct y r n`.'r►h`!+'` r `/� S , 1�"4 �.. 1' 4 tar ♦� ••�q Y r r r � ;;rt ! t ` rrJr• ,p{jy ryp� t SECTION 6 .ww�w GYPSUM WALLBOARD PARGENERAL DESCRIPTION. Division i applies to this Section. Provide gypsum wallboard as indicated, specified, and required. Work In This Section. Principal item include: Gypsum Wallboard finish on interior walls and ceilings. Gypsum wallboard on exterior walls and soffits. Joint, edge, corner. and fastener finishing. w Sound insulation in gypsum wallboard partitions. Sound and airsealing Work of this Section. Related Work Not In This Section. Wood framing. Thermal insulation. Painting and wall coverings. Wall access panels for mechanical and electrical Work. SUBMM LI S. Refer to Section 01305 for procedures. Product Doi, Submit covering wallboard installations, including accessories, finishing, seali; ••d manufacturer's written Installation instruction with copies of Code approvals fL. h wall, ceiling, and shaft system. Somples. Submit such _ -ales as Architect may request. QUALITY ASSURANCE. Standards. Except as may be mr. ',-rein, the Work of this Section shall conform to the requirements of GA-216,7f; rnended Secifications for the Application and finishing of Wallboard", public by , -urn Assiciation. Product Handling. Coordinate delivery with i. "fon to minimize storage periods at the project site. Deliver In manufacturer's 'I(-'d bundles or packages, fully identified with manufacturer's name, brand, type c::. -'e. Protect from weather, soiling and damage using handling equipment and storc- hniques reco mended by the manufacturer. JOB CONDITIONS. Make a detailed inspection of areas and surfs., be encl'ased or covered by gypsum drywall and arrange for correction of defective_ ,rkmr.1ship or materials. Ascertain that other Work enclosed by drywall has been inspected and approved before starting installation; otherwise, uncover as directed at no extra cost to Owner. 42 .. ...,w,:: ;'u�'•+'.£^rtlr^.r.r,... _._ �`.r�r�G,FY!Ai07.rM r►�'r'Y2' 'f r� Y .� Nr i• err r yy 's 4 f r • ., `r'•i �•' :fir 7, •7M{,ik{. t PART 2 - PRODUCTS MATERIALS. Gypsum Wallboard. ASTM C36, 5/8" thickness unless noted otherwise, recessed edge: for exposed surfaces, Type X . Motshire-Resistant Gypsum Wallbowd. ASTM C3609 5/811 thickness unless noted otherwise, "type X, M/R. Install in all walls and ceilings in toilets, and exterior soffits. Malls. Bugle or cooler head ring -shank type, treated for corrosion resistance, length as required by Code. Screws. ASTM C64!, corrosion -resistant self -tapping bugle -head spiral -threaded type, min!enum 1411 long except 1-5/811 for double layer walls, lengths to penetrate all supporting metal at least ?/811. Furnish specially hardened type screws for supporlc he�rwier than 25 gage. Metal Trim csid Carrwr Beads. Of electrogolvanixed steel with taping flanges, as manufactured or recommended by drywall manufacturer, corner beads at all outside core nrs and "J"-shaped trim members wtrere abutting other material. Rtssilient Charnel. Of electrogalvanixed steel, 26 gage with pre -punched notes for attachment. Size 1/21, x 2-5/811, U.S.G. No. RC -I or equal. Finishing Materials. ASTM C475, joint tape, joint bedding compound, finishin•,a cement, adhesive"; and laminating compounds supplied or recommended by wallboard ;7 ; ''. i►'�r! manufacturer. Acantical Sealant. Non-drying,- non -hardening, synthetic rubber -based proealct, ;•••;�'' � ,j,f,� Tremco Acoustical Sealant by the t rerrco Manufacturing Co., U.S. Gypsum Acous'icr11 Sealant, or equal. Textured finish for walls and ceilings: "Multi-Furpos'! Finish,' by U.S.G. or equal. {7, •,r ' Sound Insulation. Friction fit fibrous g s Wf minimum 3-Ya" this: nest 1:, ,r,+Yi 'r t lass bctt k un f s •;,.•,r'a':'",,•,'; �;',,f;�'''% ,, otherwise indicated, nominal Y _45 to 2.50 pcf drnsity. PART 3 .. EXECUTI0N INSTALLATION' OF ► s 1 Gerw;al. Perform wallboard imtcilat'.on and finishiny according to ANSI A97.1 and tht! `'1;1' 7��:''''•,',",'Y:�Y'�" `� wallboard manufacturers instn;ctions. All gypsumboard construction, incl'-iding fastenings and joint treatments shall c inform to fire -resistive requirements indicated on Drawings and regilred by governing Building Ccv.ies. Examine all surfaces to rft,eive gypsumboard. Make certain tKA frcining is plumb and true. Correct 7''t'�;�41'€,;'.'�;;;.4,:i''•`''; ; f unsuitable conditions before proceeding. The fastening surface of any framin.^, or furring member shall net vary more than I/$" from the plane of the fucAs of adjncenr framingor furring rntrnbers. d g Use gyp.LurnbrarJ of the maximum practical length ir. ' ,,;, ,'1; {;°.r,•"�• £, ': , Jnihimixe end joints. All eryi joints shall be neatly fitted and 0aaaered. Joints an X! rr ""..NNE 'Y+ 't t%Yef� ;l�'• �.. �irwretl:•...». ...... ......». �..,tyn�{a ••0.:. Y+1...4.�II�n SS:�.a....•. .. rri:ri4 �}Y.�t'�Vi�'a5 �. }�'•�.' }I r"'� F'' I 7 .... . ti .^IZ' ftF• W L:'i;)i,'hY w• ...... ., r•n.n.lry.f� �.� � �+� '': la opposite sides of the partition shall be so arranged as to occur on different studs. PPos P 9 Apply coiling boards first. Butt all joints between panels loosely. Do not force panels into Position. Place `opered or wrapped edge next to one another. Temperature- Mlintain minimum 60 degrees F within building during installations. Furnish ventilation to eliminOte excessive moisture. Fasittenes- install screws so heads are below wallboard surface without breaking surface paper to stripping steel framing member around the screw. Space screws ' acaarding to Code approvals. Opwdngs. Accurately cut and fit the wallboard of openings. At door and other ' opeiings, cut wallboard to continue across area above opening hood; do not cut board to both jornbs and fill in area over openings with separate pieces. Make the dimension from joint over hesc;d of an opening to jamb of openings 6" minimum. Stgger joints on opposite side of partition. Single4-aysr Appiicafkxu Apply parallel to supporting members. Stagger joints 24" on each side of partitions. Nail to wood froming members and screw to stae,' m ernbers at the spacing required by Code. Dougierlum Applkmtkxu Apply base layer cs specified above. Apply second layer parallel to first one attd nail or screw to supporting member as specified above. Stagger joints 161, o-c., each layer, each side. Water4esistant GypassrJxord AppBeartion, In tub and shower oreos, install g;►psum- board parallel to framing members with factory �y (paperbound) edge abutting top edge of temporary spacer to allow a minimum of 1/L" between lip of tub and shower pan, and gypsumboard. Treat all cut raw edges, utility hobs and joints including angle Intersections with gypsumboard manufacturer water-resistant sealant. In areas to be tiled, treat all fastener heads with the sarne water-resistant sealer. Fill all openings around penetrations through gypsumboard surfaces with "Durobond Tub Caulk" by U.S.G. or equal.' Do not fill gap formed by spacer at bottom edge of panels; this gap shall be filled with ceramic tile adhesive.. ACCESSORIES. Provide metal corner bead at all external angles; provide casing bead at all exposed edges of wallboard face layer. install securely, plum and true in accordance with gypsumboard manufacturer's instructions. Use only full-length pieces where conditions permit. ACCESS PANELS. P,nels for access to electrical and mechanical contrais and valves which occur in gyp.svmboard partitions or furring will be ft..—nished by the trades involved for installation under this Section. Locate panels where directed and install plumb or level and square with adjacent construction. Refer to the mechanical and electrical drawings and specifications for requirements contained therein pertaining to this work. JOINT TREATMENT. General. Inspect gypsumbourd installation prior to applying joint treatment. Correct all defects before proceeding. Taping end finish compounds: Prepare and mix in 44 •. `. • •ems � ^"��} � •• JI, 7 �•:. "` � •r •• �, M 1 '1p4 .......... ... ....�.++rw'f11S►IMERYw_..... ...... accordance with manufacturer's printed directions. Exposed surfaces of drywall in place shall be fully acceptable for application of deferred finishes to provide completed work free of flows wi-th fasteners recessed and joints invidible. Except for base layer of miltiple-layer construction, all joints in gypsumboard shall be finished as sWif led hereafter. eCowrap. Spread joint compound evenly ovor all joints and fili all screw depressions and meta, trim. ' Joints. Reinforce joints an4 interior angles with tape. Wipe down with sufficient pressure to remove exceas cornpournl a -A to lomve suf f icient compound under tape for proper bond, feathering and leaving free from blisters and tape wrinkles. Allow to dry. Additional Coats. Apply second coat of taping compound feathering approximately 3" 'beyond edges of tape. Apply another coat to fastener hams, leaving flush with wallboard surface:. Trim Uhltz. A,vply joint cement over trim flanges in two coats; fill thick at bead nose and foother out at least 10". SPRAYEDTEXTURED FINISH. Apply the "orange peel" textured finish by spray app cat on so that full coverage results with no exposed portions of the substrate and free of holidays or other Imperfections. The finished installation shall present an evenly textured xurfoce of a constant t;,ickness with no evidence of thick or thin spots with all joints or imperfections in bac► ing surfaces concealed. Obtain Architect's approval of the texture or a sample panel before proceeding further. Completed work shall match aproved sample paml. SPECIAL CONOITIONS. Special Function Wall. Where double gypsumboard is required for a portion of a wall (i.e., at a divi<ic:,i wall, area separation wall, occupancy separation 'mall or party wall), use dougle gypsumboard for the remainder of the wall in that room. ' Linderlayer. Where gypsvirnboard is required under wood siding or plaster (i.e., at a sound -rated or fire -rated exterior wall), continue the gypsumboard for the remainder of the wall to the near11est corner. Ceil;ngs. When 5/8 gypsumbcard Type X" is required on ceilings (i.e., at divisicn walls or at occupancy separations). ' Resilient Crwtinels. Where resilient channels are required under the gypsumboard for a portion of a wall (i.e., for a sound -rated w(3ll), use resilient channels or double gn3urnboard for the remainder of the wall in that room. Sheer- Walls. Where 5/8" gypsumboard is called for on the shear wall schedule for a portion of the wall, use 5/8" gypsumboard for the entire wc!I. ' Shear Wall and Special Function. Where 5/8" gypsumboard Type "Y" is indicated (i.e., ut a division wall, area separation wall, occupancy separation wall, or party wall), and 1 45 ,,. k. ••Jr .V,'. ••�'' ..' {^' � :� rr'r,'•,,^ •.a,• •rf• r ya •; .'.',��,r;rr: ^•i vv 1 Y 'M1•h.� h�j �f "l g #§�`'I r, "�'�i '��' .. 5�4�,`h��µ i5, ,•,^`�f •. tar ,Y;r :1{a/• rN�',f'•'�••, .�'di• F j'.5.�r:.••,A„a �. •s a L� the shear wail schedule calls for 1/2" gypsumbaard, use 5/8" gypsumboard and noil per the shear wall schedule using bd Dritite nails. SQUO-INSULATER PARTITIONS. Install sound insulation coritinuousiy between sl,As from flnish floor tc to- of wali in which it occurs. Where cutouts are mode for J4mxes, corWult, piping, and like items, back wall insulation with insulation so that one additional layer of insulation at leant 24" wide anMa high is placed In back of cutout. Smugly fit in place free of gaps or hobs. Caulk between the wallboard edges and floors, walls, and at structure above other than acoustical ceilings with caulking compound, forming c complete perimeter seal. Caulk around outlet boxes cnd other penetrations in the same manner. END OF SECTION ��r�r��w,i.'.�+.fr; ,des, " �•,:,,, ^.i� 46 r, • y,, "�.,�y. � �1 J� , it .p. 1 .. SECTION 7 LATH AND PLASTER PART i - 0KRAL RjSCRIeTI19.K Division I applies to this Section. Pr -:Ada lath and plaster as Indicated, specified, and required. Wank In This Sectk u Principal items include: Exterior loth and plaster. Wire fabric lath, scratch, brawn and finish c,,;4ts. Plaster accessories as requtired. QUALIi"Y ASSURANCE. Reference Specification. Except as otherwise specified herein, conform work of this Section to applicable requirements of ANSi A42.1, ANSI A42 1, and Plaster/Metal Framing Systems/Lath Manual published by California Lathing and Plastering Contrac- tors Association, Inc., Los Angeles, California, all of which are hereinafter referred to cnllectively as Ref Spec. In case of conflict between any code, law, ordinance and Ref r Spec, comply with the butter or most restrictive requirements. l Scaffolds aid Egvipment.. Install and r iaintain all necessary scaffolds, staging, trestles and planking, in strict conformance with CAC Title S and applicable laws and ordinances. S14MITTALS. prepare 24" square Samples of exterior plaster finish for approval by Architect before proceeding with Work. Completed Work shall match approved Samples. Prepare and submit S-mples at the site. Also submit Samples of each type and size of plaster trim and accessory. PART 2 - PRODUCTS METAL LAi'H AND ACCESSORY MATERIALS. Each 'bundle of lath shalt be sealed with a Mai -al to bearing the [3`16 designation, weight and maiufacturer's name. Metal Lath- Small diamond mesh expanded from copper -bearing steel sheets, 3.4 lbs. per square yord, coated with rust -inhibitive paint after fabrication. Fabricate of galvanized steel sheets for use with portland cement plaster. Welded Wire fabric Lath with Waterproof Paper• Backing. Self -furring 16-gage by 16- gage gtivCnized welded wire fabric, 1-'h" by 2" mesh with waterproof paper backing laminated to an absorbent slot -perforated paper separator between face and back wires, K-Lath Corp. "Aqua-K-Lath", or equal. Corner and Strip Reinforcing Lath. Flat or shaped reinforcing uhits, metal or galvanized wire lath types, no less than 2.5 pounds per square yard, outstanding legs l _ minimum of 2" for wire lath and 3" for metal lath when formed for angle reinforcing. IUse galvanized type for use with galvanizes metal lath. • 47 16 ,. ; . , ,. � �.wFy' .:ri'� r�71i♦♦11��,�����s .1 '�:fi,�,.'L'.. A _l .Y•;'f' •�•,,,• ..air,... •.i'Ew;?'��,{•ss+?1�$,_�, r.r! 4,'"•�;� •'}• ..'1 • r `tip' - • h . ,,, r e •;�r' FFF '' a ` Kai T' • .ry t,.J', •'d„ • �' '}` :.+. � ,:p:., • +/ yr, �j '"M �'fN F : ir' v .. H�' aLof '' I r5* V rI Waterproofed Popar. Double -ply reinforced laminated paper, waterproof rating conforming to requirements of Fed Spec UU-13»74f1B and Buildinq Code. Plastering Accessories. Formed of minimum 24•gage galvaniz«i steel with expanded wings. Include casing beads, expansion screeds, and other items as st.own or specified. Exterior Ex onsion Screeds. Sizes and profiles indicated or directed, with exparviOd wings unless otherwise shown or required by Installation. Q ia.Screedr. Similar to Superior #10. CCa�asi��Beads. Milcor, Superior, USG, or equal, similar to Milcor Type 60' by 7/ir" high for exterior plaster. Exterior Corner Reinforcement. Woven wire type with longitudinal wires, zinecoated, per Detail -, ct on Tof Ref Spec. PLASTER MATERIALS. Exterior Stucco. ACI C3-C-29T, integrally colored exterior stucco finish, color designated by Architect, manufactured by California Stucco, LaHabro, or Highland Stucco Company, delivered in manufcturer's sealed containers, requiring oddition o; water only for use. .0and shall pass a No. 20 sieve. Mix shall be suitable for finish specified. Portland Cement. 'ASTM CISO, Type II, low alkali. Hydrated Lime. ASTM C206, Type S. Water. Clean, potabie and from domestic source. Waterproofing Admit. Red Lcbel Suconern by Super Concrete Emulsions Ltd., Anti - Hydro, or approved equal. Plaster Bonding Agent. Upco Bonding Adhesive No. 705, Larsen products "Weld - Crete"; or approved equal as recommended by manufacturer for each specific use. Said. Washed natural sand conforming to ASTM CI44, except gradation of sand shall conform to Section 6 of Ref Spec. PART 3 -. EXECUTION INSTALLATION OF METAL LATH AND PLASTER ACCESSORIES. Conform to Ref bPec Section 4 and ., except as exc6-aed by requirements of SuIlTing Code Titles i ? and 24 CAC, or requirements specified herein. Lathing. Use expanded metal lath for horizontal plaster. Use wire fabric lath for vertical plaster. Metal Lath. Apply lath with long dimension ccross bearings. Lop sides 1/2" and ends I". b� "rw euk lath inntinui'y at expansion screeds. `Hire tie'.ath to all supports at 6" 48 A t ., "! It- r4 t A E r, , .. _ ....w... __�, ......r....w� .. _�..I.'MIIMIMwll�l+�•�� - .-. • t t...--'.r.iii�_ centers. Tie each lap with 18-gage wire midway between supports at sides and 5" intervals on end.a. At soffits, provide additional earthquake staples or wire ties according to Title T17-4705(c). Install self -furring lath over steel backing. Wire Fabric Lath. Instali, lap, handle, cnd screw fasten in strict conformance with manufacturer'sprinted instructions -nd Code approvals. In all cases, install paper backings "shingle" fashion to ensure positive drainage of water to ttya oullside, including pro"r "shingling" with flanges of occessoriei and metal joints. Paper backing shall not be run continuous behind expansion and control joints and like fittings and flashings, but shall extend up and behind inetal flanges above and down over metal flanges below. At vertical expansion joints, out lath, overlap paper backings, and wire tie lath to expanded wings of joints. Maintain waterproof continuity. Lathing Acewwries. Set metal accessories plumb, level and true and shirr where necessary. Miter accoasories at corners and accurately and tightly fit all exposed joints. Install sections in longest practical length and hold splices to a minimum. Fasten at not more than 12" centers. Ext erior Corm.- Reinforcing. Install for full length of external angles of portlar�e`mani p ostering. Casin - Beads and Plaster Sty. Install at all free edges of plaster, wherever plaster abuts . ,.:inst other finish material, and elsewhere as indicated. piaster Ex nnsion Joints. Install types shown and approved, joints and conrr_%c- tions cope.d and shingled to prevent entry of water. Where, directed or necessary, sea! connections with sealant conforming to Section "Caulking", at no extra cost to Owner. Where not shown, install joints at maximum 20-foot intervals as directed. APPLICATION OF PORTLAND CEMENT PLASTER. Apply plaster to minimum 7/81, total thickness measured from face of studs. Mewxing and Mixing Plaster. Machine mixing, measuring, and proportions shall conform to Ref Spec Sections-7 and 8. Use either portlond cement plaster or portland cement -lime plaster for base , coats. Use factory -prepared stucco for finish coat. Apply plaster within 1/2 hour of mixing. Do not retemper or use material that has partially set, or is caked or lumpy. Waterproofing Additive. Add to cement piaster scratch, brown, and leveling coats in conformance with manufacturer's directions. Application of Bas- Coots an Lath. Apply scratch coat not less than 1/2" thick from face of supports to crest of scores, completely embedding wire fabric lath and forming good key on metal lath and rib lath. Thoroughly scratch .,a one direction only and keep at optimum moisture content with fcg spray for 48 hours minimum before second coat Is applied. Apply brown coat not less than 3/811 thick, float to true planes, keep moist for 72 hours, and allow to air cure for 10 to 14 days before applying finish coat. Curing. Apply fine fog spray of water as soon as placer base coats are sufficiently set to prevent injury. 00 not let plaster dry out between water applicotiont. 49 I I �-1 1 1 I 'ICY. �.,�{y{+},•{.• '', � r•��5���Ai xY�x' � 1 � •'iM i•Phnf�'it P Finish Coat. Correct defects in bJse (:oats before application, as directed anr! approved. Apply texture finish, thickness as required to achieve texture at least Ik days after application of brown coat. Dampen surface of brown coat evenly to obtain unifei rn suction. Lay out work of finish coats to permit completion of on entire area or carry work to a natural breaking point. Work top and .bottom of walls simul- taneously with no dry laps, producing uniform finish and appearance, free of lap marks, crazing, checking, or other defeats. Apply a finish -oat matching approved Sample. Curing is not required f -,r finish coat. Required Finish Appemarce. Produce completed surfaces having texture and appearance to match precast concrete panels and that are free of low or high areas, wavers, and other unsightly conditions as determined by Architect when illuminated by oblique or grazing sunlight. Unsightly surfaces are subject to rejection and shall be repaired or replaced as directed and approved, at no extra cost to the Owner. PLASTER PATCHING. Plaster containing cracks• blemishes, blisters, pits, checks, 3"isro.orn; ons or other defects Is not acceptable. Remove defective plaster and replace with conforming plastur as approved. Rrstore and finish surfaces damaged or defaced by plastering wcrk as directed, of no additional cost to Owner. END OF SECTION 50 ... +-�'�.; gip. !•1A'•�!�;'�rrk�'wR••; '.vti'' ,bra.., � . DIY. ."• . � � r ... •7�ri�• \ _ "q 1. a'!:_., ..iI.A•� '`y . "i� Imo, yl�, f'"N�M�' I F,i I 1� 1 .1 :1 SECTION 0 CAULKING AND SEALANTS �TS PART I - GENERAL DESCRIPTION. Division I applies to this Section. This Section covers eaulkin open ngs points indicated, specified, and required to make the entire bull /aeotherproof and watertight, covers caulking requirements for the entire Work, pertains to any Section requiring caulking, unless specified otherwise. SUBMITTALS. Refer to Section 01305 for procedures. Samples and Date. Submit the following: Samples of cured sealants showing full range of designated colors; obtain color Instructions from Architect prior to submittal. Technical data by manufacturers of proposed materials. Material manufacturers' printed preparation and application instructions; when approved, furnish copies to other trades. PRODUCT DELIVER. Deliver caulking and sealant materials in unopened factory- TaSeTa3 containers, ench label bearing statement of conformance to standards speci- fied for each material. WARRANTY. Refer to Section 01745. Furnish a written warranty against defects in materials for 4 years and defects in workmanship for 2 years, covering ail loss of adhesion or cohesion, deterioration, color changes, lacking, and other defects. PART 2 » PRODUCTS MATERIAL COLOR. Exposed sealants shall match color of adjacent materials. Where adjacent mater�iars_on each side of a joint are different colors, use sealant of the color selected by the Architect. Staining. Joint fillers, primers or other materials used in conjunction with sealant shall not cause staining or deterioration of sealant or materials to which it is applied. MATERIALS. Furnish sealants meeting following in-service requirements: Normal curing schedules are acceptable; Non -staining, color fastness (resistance to color change), and durability when subjected to intense actinic (ultra -violet) radiation are required. Furnish the products of only one manufacturer unless otherwise approved, sealant colors as selected to match the adjoining surfaces; special c alors may be required. Sealant and Primer. Exterior Joints. For joints between wood siding and trim or windows; doors, Dop "Butyl- ex" or M "Weatherban 20211, For all other exterior locations: Onc part silicone sealant by Dow Corning Corp. )r General Electric Corp. as follows: "Mo.. • ''yy a I: � Ali f 4 ` f , F r .. ' �+� • 1 .. .' / ,. �� .5:y. • 1�+ Ii.' . j �,V i JA W.y. i.. For non-paraus surfaces such as glass and metal, Dcw "Silicone R, Sealant" or GE "Silglaze". "Sllpr ' For porous surfaces such as masonry or concrete, Dow 780 or GE Interior locations. For locations such as ceramic tile, plumbing fixture. - other �ert!ca sue aces where a mildew -resistant sealant is required, Dow *So-. Caulk" or GE 1700. Exception. Furnish multi component norti-tracking sealant with Shore "A" Hors range of 40 to SS where subject to foot or vehicle traffic, mqetirg or excee requirements of Fed Spec TT-S-00227E(3), "Sealing Compound, Elastomeric 1 Multi -Component". ' Backing Material. Type approved by sealant manufacturer as both physically chemically compatible with primer and sealant. Oakum, jute, cotton tape, vegetable base materials are not accept(ible. Furnish uncoated untreated fibrous c rope or polyethylene, vinyl, silicone, or urethane -type polymer sponge or tub medium to firm density, not containing oil, butyl, asphalt loading, or neoprene. bond breaker, use polyethylene film or tape, or aluminum foil. ' PART 3 - EXEC! )TION INSPECTION. Refer to Section 0140S. Inspect' surfaces and joints to bee caull Reprort to Architect in writing all conditior: that prevent correct preporati priming, and caulking Installation. PREPARATION AND PROTECTION. Coaform to sealant morwfocturer's instructi and apply materials to clean, r-urfoces free of grease, oil, wax, or other mat that destroys or impairs adhesion. Remove lacquer and like coatings on alumir contacting sealants. Protect all adjoining surfaces and apply temporary masking t, on both sides of joints where surface Braining may occur. Fill joints with joint back material until the joint depth does not exceed 50% of joint width. Provide b. breaker to prevent bonding of sealant t: backing materials wherever joints exceed I width, or joint wideth is shown or required to exceed depth. Prime surfaces ' required by manufacturer's instructions. TOOLS AND WOP.KMANSHIP. Apply sealant with guns having proper size nozzles providing 3uflicient pressure to fill all voids and joints solid. Where the use o caulking gun is impracticable, use suitable hand tools. JOINT DIMENSIONS. No joints less than 1/411 wide nor more than 3/4" w!de. Depth sealant for joints up to 3/4" wide shall be one-half the width ( I /4" sealant depth, 3, maximum sealant depth); use specified sealant back-up. Position accurately insi joint to establish and control the uniform designed thickness of sealant. APPLICATION. Do not exceed 3/8" sealant depth unless specificclly dimension, in mum Joint width is 1/8" for metal -to -metal ,joints and maximum 3/4" wic elsewhere unless otherwise shown. Apply all sealant under sufficient pressure to ' voids. Finish exposed joints smooth and flush with adjoining surface sinless recess joints are shown. Remove temporary masking -as soon os joint is cornpleted. f 'S • ji �'� ..e .. 'ems wr :: 1;,�+`. '.J • ,• 11 M •,1LLC . .�yry��' , �' 'JV. 'F'' r •,.ern'% '� '�1f'k.L.,'9� � � '. a::';. � � -�:.. •..Y `_ i "�. M1y � •,mow i'�:, �q"�` y .i ,4..' f, fitly' f t( A. y �i" • rY, SUBMITTALS. Refer to Sectio1 0!305 for procedures. SonVies. Obtain Architect's instructicns and submit the following for selection Ord approval: Each type, shape, and trimmer of tile in eo:h color proposed for use. Grout colors for tile. Master Crods Certificates. Submit for Loch lot of the before Installing. PRODUCT DELIVERY AND STORAGE. Deliver all tfie to the site to unopened factory containers sealed with r al bearing printed name of manufacturer and the words "Standard Grade". Keep grade seals intect and contaira:rs dry until tiles are used. Keep cernentitlous materials dry until used. JOB CONDITIONS. Corrditkxw. Inspect and verify surfaces according to Section 0!405 end report defects to Architect for correction before proceeding. Pratectin. Provide protection wherever required. Do not use lumber or other material likely to stain or deface Installed materials. Close the flooring to traffic completely for 24 hours after installation; thereafter, permit traffic only over �- protective covering of heavy paper or equivalent. PART 2 - PRODUCTS ' BASIC MATERIALS. Portland Cement: ASTM C150, Type I or 11, low alkali. Dry -set portland cement mortar: ANSI AI IS.1, white or gray as specified. Hydrated lime: ASTM C207, Type S. Mortar sand: ASTM C 144, at least 4% passing No. 100 sieve. Joint sands Same as mortar sand except all passing No. 30 sieve. Water: From domestic potable source. Metal lath: Expanded from galvanized steel sheets, 3.4 pounds per square yard, self furring type, galvanized nails, or as specified for reinforcing mesh. Either I S-pound asphalt roofing .felt, minimum 6 mil polyethylene or PVC sheeting, or double layer rein- forced asphalt .ore paper. Organic adhesive: Same manufacturers as above. For ceramic tile at tubs and shower, comply with ANSI A136.1, Type I; for ceramic tile at all other locations, comply with .ANSI A 136.1 Type I or II. Latex mortar: ANSI A118.4 (fuctory inclusion of aggregote is not required), one of the following, or egval: Mer-Krete Tile Setting Adhesive. Lat-A-Set of Pearsall Chemical Corp. Custom -Crete Custom Building Products. 54 tea,• .t'a n.,r. A - �i '�* _ ..t ..:• '=rE IJ 'aa fie .I p.. i .ter �.. ". F..G�,'; ~�' "r .,�riMr•.r n*' A,N•1� e�F`T.•, N y �i" • rY, SUBMITTALS. Refer to Sectio1 0!305 for procedures. SonVies. Obtain Architect's instructicns and submit the following for selection Ord approval: Each type, shape, and trimmer of tile in eo:h color proposed for use. Grout colors for tile. Master Crods Certificates. Submit for Loch lot of the before Installing. PRODUCT DELIVERY AND STORAGE. Deliver all tfie to the site to unopened factory containers sealed with r al bearing printed name of manufacturer and the words "Standard Grade". Keep grade seals intect and contaira:rs dry until tiles are used. Keep cernentitlous materials dry until used. JOB CONDITIONS. Corrditkxw. Inspect and verify surfaces according to Section 0!405 end report defects to Architect for correction before proceeding. Pratectin. Provide protection wherever required. Do not use lumber or other material likely to stain or deface Installed materials. Close the flooring to traffic completely for 24 hours after installation; thereafter, permit traffic only over �- protective covering of heavy paper or equivalent. PART 2 - PRODUCTS ' BASIC MATERIALS. Portland Cement: ASTM C150, Type I or 11, low alkali. Dry -set portland cement mortar: ANSI AI IS.1, white or gray as specified. Hydrated lime: ASTM C207, Type S. Mortar sand: ASTM C 144, at least 4% passing No. 100 sieve. Joint sands Same as mortar sand except all passing No. 30 sieve. Water: From domestic potable source. Metal lath: Expanded from galvanized steel sheets, 3.4 pounds per square yard, self furring type, galvanized nails, or as specified for reinforcing mesh. Either I S-pound asphalt roofing .felt, minimum 6 mil polyethylene or PVC sheeting, or double layer rein- forced asphalt .ore paper. Organic adhesive: Same manufacturers as above. For ceramic tile at tubs and shower, comply with ANSI A136.1, Type I; for ceramic tile at all other locations, comply with .ANSI A 136.1 Type I or II. Latex mortar: ANSI A118.4 (fuctory inclusion of aggregote is not required), one of the following, or egval: Mer-Krete Tile Setting Adhesive. Lat-A-Set of Pearsall Chemical Corp. Custom -Crete Custom Building Products. 54 tea,• .t'a n.,r. A - �i '�* _ ..t ..:• '=rE IJ 'aa fie .I p.. i .ter �.. ". F..G�,'; ~�' "r .,�riMr•.r n*' A,N•1� e�F`T.•, N 11 77 i1 u I C, i 0 I Latex admix. Latex waterproofing: Color pigments: Tex -Crete Technical Adhesives, Inc. Laticrete by Laticrete International. For joint grout, by some manufacturer as above latex mortar. By same manufacturer as above latex mortar, fibrous glass reinforced, 1/16" To 1/8" thickness, for thin -set the installations. Pure ground mineral oxides, non -fading, alkali and lime proof, factory weighed and packaged. TILE MATERIALS. Standard Grade conforming to TCA 137.1, of the following types. mounted or perforated paper -booked the is not acceptable where the mesh or paper remains as a permanent part of installation, Glazed Wall Tile. Colors as indicated, dust pressed, white - body, square edged, with two Integral joint spacing lugs on all edges, ' ' glazed, with matching integral cove bow having spherical corner and angle units, integral bullnose for external angles and exposed edges, and integral cover for internal angles, 3" square. Non- poris, White, Dal -Tile or equal, (black accent tile) Lk,glazed Floor Tile. Colors and patterns as selected, porcelain type unglazed caromic mobaic tile, cushion or ail -purpose edges, premium colors and patterns equal to 3" square. Dal --Tile, Non•-poris, matte finish, gray Sealer. Seal all tile•and grout joints with 100% siliaone sealer. Apply 2 heavy (2 mil.) coats. Edge Strips. Provide punchea galvanized steel channel strip conforming to TCA Handbook for countertop edges, with galvanized nails or screws. SETTING BED MORTAR. Machine mix mortar after first dry mixing materials. Mix mortar not less than 5 minutes after water is first added. Accurately measure materials using calibrated measuring boxes; shovel measurement is not permitted. Discard mortar that is not placed and compacted before initial set is reached. measure all materials by volume. BOND COAT. White or gray portland cement mixed with water and latex admix to a creamy consistency. For glazed wall tile only, gray or white dry -set portland cement . mortar mixed in the some manner may be used. Do not add water or cement of ter initial mixing, and discard material not used prior to initial set. 55 'IdI.. ,.r. .•�Y'f i t i s l+hvi W wr.; �,r� is i'' , - � If Y. .0., ..•I �.y fk y. �: If• `, i.'f a)>. '. 'r , .. �,. +.i r t•r ,, .}. ..1,,".:•i:, ,`Y{y_ % � • N •"ij�'''�� I , ,, 11' ,• ".• .. , is y' ;.�.�f'4";r , •�.�.r......�.....n�YA11fi�1Y.�1'./MWr�-- _�_..._ _..._...,�_.__.... _..,..r ..:1 .,...: L:.Y"" .n. TILE JOINT GROUT. Waterproofed portland cement, white for walls and gray for oor, latex' admix, and color pigment to produce cured dry color matching the approved Samples. Include silica sand passing the No. 20 sieve for Joinu over I/V wide, not over twice the volume of portland cement. iTILE JOIN GROUT AT KITCHEN COUNTERTOP. As specified for Tile Joint Grout, exceptjoint with color grout. MEMBRANE WATERPROOFING. Beneath Tile floor In Roman tubs and showers: Cglorafloy 240 by e Corporation. Beneath all other interior floor tile: "Mer- Krete 300" mernbrone by Mer-Kota Products, Inc. or. #301 /305 Membrone" by Laticreta International, Inc. PART 3 - EXEC, 12N PREPARATION. Clem substrates of dust, dirt, oil grease, and other deleterious suu stances. `Conform preparation to requirement of the applicable Reference Standards and to recommendations of manufacturers of materials used. Cypwm Wallboard. Prime with latex primer or admix if required by instructions of latex mortar manufacturer. Check to be sure that they are plumb, within 1/8" for their full height and straight within 1 /8" in 101-01. Concrete, Fiberglass, and Wood. Surfaces shall be clean, free of oil, grease, paint or other contaminants, and flat within 1/811 in 10'-01`" or sloped to drainage fittings. TILE INSTALLATION. (Refer to (duality as, ,vrance for required reference stoncQrds.) mange tie surfaces according to the patterns detailed or approved. Accurately set tile with flush well -fitted joints, finished in true plane, plumb, square, sloped or level as required. Neatly cut and fit the the closely against abutting surfaces. Construct joints of uniform width. Form corners ono returns with approved trimmers. Neatly drill and cut the without marring. Carefully grind and joint tile edges and cuts. Fit the close around outlets, pipes, and fixtures so that escutcheons or collars overlap the tile. Arrongo surfaces so that not less than half-size the occurs. Grill holes for pipe penetrations through wall tile; do not cut or split tile and set with tight ungrouted Joint. Tile Countertop and Splashes. Provide punched metal edge strip along all top edges, securely fastened. Cover counterop wood framing and wall with membrane. Apply metal lath securely :sailed to wood screw fastened to steel wall jt'uds; cvt lath and setting bed at toe of splash cove. Apply setting bed mortar of the types specified and a full bond coat, set tile, ona beat for full bedding and flush joints. Form top and vertical edges of splashes with integral bullnose units, not quarterrounds. Provide all special snatching trimmers required for complete, finishedt and approved installations. Public Shower Stall Wails. Mix waterproofing additive in the setting bed in accordance with its manufacturer -printed instructions. Install waterproofing membrane as follows: Install ;he waterproof membrane to fit loosely but lay freely without fastening to the floor. Turn the sheet up on all side walls using folded corners. Make i upturn 6" above the finished floor or 3" above tt:e finished dom. Secure the liner to 56 4, 1, t, _ , �r ,.:�q.,�..e :§�f'' �•� ...��+ ' f.� . '•r!r'. •. ,. r. iS.E, 2'' a ,. ' i +. .r,�. •, .. , ,.4.. Iyr ,�. •,r1d �' 1+.e •, ,iT�-+ytN. �� y.tr + ; �• ..1`rrytq, . M . kyn',�1,'��.V'�Arr.� iC' H the side walls with rloils or staples 1/2" from the edge. Lay the excess material at the dam over the edgz. Lay membrane in a single piece without cutting other than for drain opening. Fold corners as recommended by membrane manufacturer. Fold the material over 1" at the top to give extra strength and fasten it to the studs. if it is necm-=ry to join the membrane to itself, solv.►nt weld in accordance with manu- facturer's Instructions. Inspect membrane and water test for 24 bouts prior to Installation of floor tile. repair damage by applying a membrane patch extending at least 6" beyond area of damage and solvent weld in accordance with manufacturer's instructions. Fkwr Tile. Floor tile over a reinforced latex membrane shall be Installed as follows: Use the specified products in accordance with , ufacturer's printed instructions. Mix components to heavy troweling paste and apply 1 / 16" thick base coat to full coverage. Embed 6 mil glass fabric webbing into base coat and lop seams 211. Apply top coat while base coat is fresh. Instal: fabric and seal to a smooth surface approximately 1 /811 thick free from voices. Wall Tile at 5'haw~ers. Fill the space between the shower pan and the plaster or gypsum board, flush with adhesive. Prime surfaces before applying adhesive when recommended by adhesive manufacturer. Spread adhesive on surface to be tiled with r niched trowel of type recommended by the manufacturer for the surface and type of tile. Cover surface uniformly without bare spots. Apply adhesive only In areas which can be covered with the before the adhesive films over. Remove any adhesive tho films over and refloat with fresh adhesive: Press individual tile or sheets of tile into the adhesive maintaining maximum contact between the tile backs and adhesive. Average contact area of adhesive on the removed for inspection shall be 95%. Allow a minimum of 24 hours before grouting unless otherwise recommended by adhesive manufacturer. Latex Waterproofing. Apply according to manufacturer's directions. Do not dampen tile. Conform to the instructions of both mortar and tile mcnufacturers. Apply mortar to areas no larger than can be covered with tile within 30 minutes. remove traces of mortar from tile surfaces before final set. Joint Sizes. Install the with uniform joint widt1113 as follows: Glazed wall tile, 1/1 "" with maximum 1 /8" at any location. Floor tile, 1/16" with maximum 1/8" at drains and any oth*r location. Countertop and splash tile, 1/16". Ceramic Tile Joint Granting. Grout joints full after washing out and saturating with clean water. Mix grout with water to a thick creamy consi' tency and force into ioints for entire joint depth, flush with surface. Compact the grout by dusting dry grout over the surface and rubbing into the joints with a burlap pad. Clean off all excests and fill skips and gaps before grout sets. Provide dampness for minimum three-day curing and polish with chron, dry cloths. Caulking. Caulk all penetrations through Nall the with latex mortar or zealont conforming to Section 07905, concealed by collars or escutcheons. . l rd �y�(+ K�ri ��iY+� i ° � ■ r ** f' ,r• 1• grouted joints as ap )roved. 1 - rt' ' 1� •r v J 1 rr � 1 - r� rs 58 T' ., rM yry?•1yy"�[r � � r y �} � �.. t4`7M R J - • , t', ■ r + •y`.[ fro. .ii'? y r f r ilk , r Yt�r•• i �1"y+/fir{..; ff Y NbIL' r�t74 / # � r j� Kfi y1 Y �4 1A M r f y �:•iaY Y Y� s'+ r 01r rep � y , ,gam h• } �' . iM,', •�E ' ��fYfI' 'y/ •' S '" 5 i� d • �1��Ir �i�ly•;r,;��� f,F, . , I�Y 61 4. SECTION [A PAINTING PART I - GENERAL DESCRIP,- TiON. Division I applies to this Section. Provide and perform painting as inc71�coted, specified, and required. Worst In This Section. Principal items include: Samples. Preparation of surfaces. Painting of all exposed interior surfaces, except as otherwise specified. Painting of exterior surfaces including -pre-primed sidii•03, except as otherwise specified. Painting of all rooftop items, except as otherwise specified. Prime painting of all cut edges of exterior siding. Related Work Not In This Section. Shop prime coats and factory finishes. Painting specified as work of other Sections. Caulking and .sealants. Liquid waterproofing. Pref'nishing of cabinet work. Surfaces Pint To Be Pointed. Non-ferrous metal work (other than zinc -'coated surfaces) and plated metal. Brick surfaces. Surfaces concealed in walls and above ceilings. Walking surfaces. Csramic tile and plastic surfaces. Resilient flooring and base. S-irface: to :eceive vinyl wcll coverings. Galvanized gratings. Surfaces indicated riot to be painted. Surfaces specified to be finish printer under- other Sections. SUBMITTALS. Refer to Section 01305 for procedures. List of Paint Materials. Prior to submittal of Sampler, submit.a complete list of point materials proposed for use, identifying each material by manufacturer's nnmc, pr'oduut name and number, including primers, thinners, cod coloring agents, together with manufacturers' catalog data fully describing each materiol as to contents, recom- mended usage, and preparation and application methods. Identify surfaces to receive various paint matericls. Do not deviate from approved list. Colcr Samples. Prior to preparing Samples, obtoin color and gloss selections and instructions from Architect. Using materials from approved list, prepare and submit 8-1�"" by I I" :-c,mplr;S of each complete opaque paint finish. 59 SECTION [A PAINTING PART I - GENERAL DESCRIP,- TiON. Division I applies to this Section. Provide and perform painting as inc71�coted, specified, and required. Worst In This Section. Principal items include: Samples. Preparation of surfaces. Painting of all exposed interior surfaces, except as otherwise specified. Painting of exterior surfaces including -pre-primed sidii•03, except as otherwise specified. Painting of all rooftop items, except as otherwise specified. Prime painting of all cut edges of exterior siding. Related Work Not In This Section. Shop prime coats and factory finishes. Painting specified as work of other Sections. Caulking and .sealants. Liquid waterproofing. Pref'nishing of cabinet work. Surfaces Pint To Be Pointed. Non-ferrous metal work (other than zinc -'coated surfaces) and plated metal. Brick surfaces. Surfaces concealed in walls and above ceilings. Walking surfaces. Csramic tile and plastic surfaces. Resilient flooring and base. S-irface: to :eceive vinyl wcll coverings. Galvanized gratings. Surfaces indicated riot to be painted. Surfaces specified to be finish printer under- other Sections. SUBMITTALS. Refer to Section 01305 for procedures. List of Paint Materials. Prior to submittal of Sampler, submit.a complete list of point materials proposed for use, identifying each material by manufacturer's nnmc, pr'oduut name and number, including primers, thinners, cod coloring agents, together with manufacturers' catalog data fully describing each materiol as to contents, recom- mended usage, and preparation and application methods. Identify surfaces to receive various paint matericls. Do not deviate from approved list. Colcr Samples. Prior to preparing Samples, obtoin color and gloss selections and instructions from Architect. Using materials from approved list, prepare and submit 8-1�"" by I I" :-c,mplr;S of each complete opaque paint finish. 59 f. „f y,..; :air : ,a f f •�7 , fix' 1, 1� �c ,;, �14K r: orb, i, Natural or Stain Finish Samples. Prepare Samples on 121, squares of the some species and appearance of wood as used in the Work. JOB CONDITIONS. Protection. Protect painting while in progress and cover and protect adjoining surfaces and property of others from damage. Exercise core to prevent paint from contacting surfaces not to be pointed. during painting of exterior work, cover windows, doors, concrete, and other surfaces not to receive the coating being applied. Examination of Surfaces. Examine surfaces to be finished under this Section and verify satisfactory condition; refer t,3 Section 01405. Notify the Architect in writing of any unsctisfactory surfaces. Application of the first coat of any finishing system constitutes acceptance of the surface by painter. This does not relieve Contrccior from proper preparation of surfaces. Weather Caiditiom. Apply point to clean, dry, prepared surfaces. Do not apply exterior paint during rainy, damp, foggy, or excessively windy weather. Arrange for temporary heat and ventilation required for interior painting. Pre=tion. Place oily rags and waste in self -closing metal containers, removed from building and destroyed at the end of each day's work. Do not let rags and waste accumulate. PAR - PRODUCTS MATYt-RIALS. Dcr i,nition. The term "paint" as used herein means all coating system materials, which lr :'lude primers, emulsions, enamels, scalers and fillers, stains, and other applied materials whether used as primer, intermediate, or finish coats. Guality. Use best quality grade regularly manufactured by one of the following manufacturers. Point Systems. Use the point products cf only one manufacturer unless otherwise specified or approved. In any case, primers, intermediate, and finish coats in each ptsint system must be products of same manufacturer, including thinners and coloring agents, except materials furnished with prime coat by others. Sinclair products specified designate intended types and qualitie2. Furnish paints from one of the following manufacturers; refer tr. Section 01605 for substitutions: Ameritone Glidden Old Ouaker Paint Co, Decratrend PPG industries Parcmount Point & Lacquer Devoe Pratt and Lnmbert Fuller O'Brien Dunn -Edwards Sinclair •.4 Stain. Semi -transparent or opaque latex slain by Old Quaker, Sinclair Paint, or equal. rk'�Yr qiN.i ..ri co .ns ci,iF li.nB•1 d ra. ,,. ...... ., _ .. •tl . '.f'. .rr •l.. •'+.Yv+.. ... .«,rie f•i A. 1. Y i & Factory Mixing. To extent feasible, factory mix each point material to color, gloss, and correct consistency for application. Point Compotibility. Provide finish coats which are compatible with the prime points used. Review other Sections of these Specifications in which prime points are to be provided to ensure compatibility cf the total cocting system for the various substrates. Provide barrier coats over incompatible primers or remove and reprime as required. PART 3 - EXECUTION FINISH APPEARANCE. Ptimed and Sealed Walls and Callings. Recoat suction spots or unsealed areas in first coat to assure finish coat with no burn -through or other defects due to lack of sealing. Pigmented (Opaqu(-) Finish=. Use multiple coats to completely cover and be opaque, smooth surface finish on smooth substrates including wood and metal. Stain Finish. Even lustre, free of lops, cloudiness, color irregularity, runs, brush marks, or other imperfections. WORKMANSHIP. Apply materials in accordance with manufacturer's instructions by brush, ro er, or spray painting. Spray painting to be done in strict accordance with manufacturer's recommendations. Apply each coat at the proper consistency, free of brush or roller marks sags, runs, or ocher evidence of poor workmanship. Do not lap paint on glass, hardVore, and other surfaces not to be pointed, apply masking as required. Sand oetween enamel coats. Undercoats. Match color of finish coat. Curnpleted Work. Closely match approved samples. Remove, refinish, or repaint work not in compliance with specified requirements. PREPARATION. Properly prepare surfaces to receive finishes. Exterior Plaster. Fill hairline cracks willi portland cement patching material; report larger crocks to Architect for correction. Test and ensure plaster is sufficiently dry to receive the point finish. Interior Plaster. Fill small cracks with spackle or equal. Report large cracks and unsightly defects to Architect for correction. Test plaster to receive oil or alkyd- P of based point and verify plaster is sufficiently dry. Gypsum Wallboard. Tou0 up minor defects with spackle, sanded smooth. Report other defects as specified. Wood Siding. Touch up all cut edges with primerA Report other defects us specified. a Shop Coated Metal. Degrerise and clean at foreign mattet. Clean ar%�f spot point field ry'4connections, welds, soldered joints, burned, or abroded portions with same material i, used in she coats. After complete hardening, sand entire surfaces for coat to follow. e, 61 V71. I c y r� 171.1 Ft^1 r dd i' r �a N , r � r a� �?r i 1 jjV i� .... .-..�.nr WS�Y'MY!4�dW 1Nfh: !'.i•r:f.'r...a.Uv, +:....r.....r.,..�...: V + y rl .. .�...«�.w •-I M.:. '!1ltl M^-"'-66 ..�___. .._ _.......�a.�rw+���.... .....�YLy"r�I,i ted Ferrous Metal. Degrease and clean of dirt, rust, mill scale, and other reign matter using rotary brusher, solvent, or sandblasting. Remove pits and welding lag, and clean to brigr i metal before priming. Apply metal primer not more than ree hours after prepora•. ion. Ivanized Metal. Degrerse and clean of foreign matter, apply pretreatment, and mediately apply primer paint. anaRr� ,led Woodwork. Sand smooth with grain and dust clean. After priming, putty 11 holes, cracks, or other defects with putty matching color of finish paint. Cover ots and sappy areas with shellac or approved knot sealer. Sand each base coat oath when dry. ixtures, Equipment, and Hardware. Cooperate with other trades and coordinate moval of fixtures, equipment; and hardware as required for painting. Items to be moved include: switch and receptacle plates, escutcheons and like plates; surface- ounted equipment; free-standing equipment blocking access; grilles and louvers at acts opening into finished spaces; and other items as required and directed. jrfam Not Mentioned. Prepare surfaces according to the paint minufacturer's commendations and as approved. OATS AND COLORS. Number of coats specified to be applied are rr'.-,imum. Ensure septa le point finishes of uniform color, free from cloudy or mottled areas and ident "thin" areas of insufficient coverage. "Spot" or undercoat surfaces as cessary to produces such results. Tint each coat a sufficiently different shade of ish color to permit identification. Conform to approved Samples. Obtain approval each coat before applying next coat; otherwise apply an additional coat over entire rface involved at no additional cost to Owrier. {TERIOR PAINTING. aster arrd Concrete. Ist Coat: 18 Epiprime 2nd Coat: 1300 Stuc-O-Life Siding and Soffits. Ist Coat (unprimed surfaces only) 289 Exterior `hood Primer 2nd & 3rd Coat: 1300 Stuc-O-Life Trim (Resawn). Ist Coat: 4700 Acrylic Stainteke Doors, Windows and Sash. Ist Coat: 289 Exterior Wood Primer 2nd & 3rd Coat: 250 Sash and Trim Enamel 0 ' '�FFyyf*A�' �rV�iT�•' 1 4A 9R' f.'+I :1, '•'i +'r/,�5• f . n /. • " :t , .. ` rY + ; 5�g � i f r: b �,..' OF 1 r ' ,l ��f:. ...j�4:r,rJ'..�i�{+�•'!:�' 06 iPlhwl.a w._._ ..«++.:J a. nAxO'iMY:ri Y.r.-- .... ..ter.:vw�..a. r,'�;;:v:.. Concrete Brick Masonry. Ist Coat: 1010 Vinyl Block Primer 2nd Coat 1300 Stuc-0-1-ife Metal - Ferrous. lst Coot: 15 Chrome Oxide Primer a 2nd Coat: 248 Sash & Trim Primer 3rd Coat: 250 Sash & Trim Enamel or Industrial Sintec Enamel Metal -Galvanized. Treat won 7113 Vinyl Wash Primer before priming. Ist Coat: 25 Zinc Dust Primer r2nd Coat: 248 Sash h Trim Primer a: 3rd Coat: 250 Sash & Trim Enamel or Industrial Sintec Enamel w Exception. On roof and wall fleshings, wall louvers, and other sheet metal flashing visible on building exterior, apply two coats of 1300 Stuc-O-Life in lieu of 3rd Coat above. INTERIOR PAINTING. Provide finishes as scheduled on Drawings or directed, glass of nias de3�gnat by Architect, Flat - [7-ywbll. r. !st Coat: 1770 Pigmented PVA Sealer 2nd Coat: 1700 Sinwall ' Flat - Plaster. Is' Coat: 81,10 Pigmented Sealer 2nd Coat: 1700 Sinwall Erxunel - D"rMcll. Ist Coat 1770 Pigmented PVA Sealer 2nd Coat: 975 Sincu Prime Undercoater 3rd Coat: Sinco Enamel, gloss as selected Enamel - Piaster. Ist Coat: 890 Pigmented Sealer 2nd Coat: 975 Sinco Prime Undercoater 3rd Coat: Sinco Enamel, gloss as selected 63 �• •_ .� ... .. ... ._._.-.w".Ra►IAfAla rf.wll.'.,,....._.,..... _.._—^--'.n r: L..,.,•. r r.)p.,-,peY:Irtl:r . !',M'."1r,hj r.'.'.""'r'-7 .. 7— y i W11, tl. � Y' • S I vv' �i. j, .,�,� • t �I^ Sty r rI 4 O a h •'I '-_' r �r i ' i•�� Enarne I - Wood. Ist Coat: 975 Sinco Prime Undercoater 2nd Coat: Sinco Prime enamel, gloss os selected Flat - Metal. Treat galvanized metal with 7113 Vinyl Wash Primer. Ist Coat: 28 White Prime for galvanized rnetal 15 Chrome Oxide Primer for ferrous; metal 2nd Coat: 975 Sinco Prime Undercoater 3rd Coat: Sinco Enamel, gloss as selected Natural Wood Doors - Stain Finish. One coat of Colormatic Exterior Stain and two coats of flat varnish. Natural Woad Railings and Prim. Same as Natural Wood Doors. MISCELLANEOUS PAINTING. Duct Interim. Point with flat black fire -retardant paint to extent visible through grilles and registers in finished rooms and spaces. Fire Extinguisher aW Fire Hmm Cabinets. Apply 2 coats of paint finish, inside and out, matching finish and color of adjoining areas, unless otherwise noted or directed. Colcr, Coding. In mechanical and electrical equipment rooms and spaces, paint all ducts, o!ping, Conduit, equipment, and machinery, except such items having a complete factory finish, as specified for interiur metal, colors as directed, Not more than 8 colors will be required. Misceftwous. For any items not specifically shown or specified that require a paint finish, apply 3 coats of paint as directed. CLEANING AND TOUCH-UP WORK. Make detailed inspection of paint finishes of ter painting is completec+, rer;,ove spotterings of paint from adjoining slirfeces, and make good all damage that may be caused by such cleaning operations. Carefully touch up all abraded, stained, cr otherwise disfigured painting, as approved, and leave entire pointing in first-class condition. END OF SECTION • r'1 t.•41 ,,1, ,,,���1. S f lot, 64 L in Y k ' � 34 J �f r •� i f: ` Y : '"441ry 4 'W �i• �r yl. 11 SECTION . 11 - MEMIXIAL - GENERAL REQUIREMENT FART I GENERAL 1.01 GENERAL CONDITIONS, SUPPLDIEN7ARY GENERAL CONDITIONS and DIVISION 1 of these Specifications apply to this Division. 1.02 SCOPE: This Section describes the Ceneral Requirement for materials, equipment and installation applicable to all Work under DIVISION 15. 1.03 SHOP DRAWINGS: A. Prepare shop drawing submittals for all items of equipment and material specified in other Sections of this Diviston, as per Section 01340 and the following requirements. B. Each item shall be identified by manufacturer, brand and trade name, 'number, size, rating and whatever other dpta are necessary to properly identify and ch%ck the materials and equipment. The words, "as specified" will not be considered sufficient identification. C. Each submitted item shall refer to the specification Section and paragraph in which the item is specified. D. Accessories, controls, finish, et,,,., not submitted or identified with the submitted equipment shall be furnished and installed as specified. E. Submittal shall be all-inclusive, with all items requirin" suhr,Rittal being submitted at Same ',:!me; individual submittals will not be accepted. F. Place orders for all equipment in time to prevent any delay in construction schedule or completion of project. If any materials or equipment are not ordered in time, additional charges made by equipment manufacturer's to complete their equipment in time to neet construction schedule, together with any special handling charge::, shall be borne by tris Contractor. 1.04 AS_1*' 'ALLED DRAWINGS: A. The Contractor shall arrange aid pay for one set of white prints of the mechanical drawings which he shall alter in red to show all changes made to the original layout. There drawings shall be kept current. 65 . .. .. �...,w•_,w.m,..,�.f,s4^/.'. ♦"__ -_' '.M b•t. I:r.1. l,r tw ....��•. �.vYw �.. �•� ...�......y.�f�? �',�{.f -,, ,,'"+, !i,J,•�, mil. 9' B. The Contractor shall deliver these completed to the Owner when the job is finished and accepted. 1.05 GUARANTEES: '•'�The Contractor, in accepting this contract, binds himself to replace or repair at his own expense any defect in workmanship or material which may appear within a period of one year from the date of the final acceptance of the building, and to pay for all resulting damage %hick shall appear within the said period; provided always that the Contractor shall not be liable for anything attributable to acts of the servants and agents of thr Owner, or for ordinary wear. Also, Rival date of Work performed by the Contractor be -accepted as complete, he shall agree to w `* correct any deficiencies or omissions in respect of the plans or F, specifications which may appear in the afore -mentioned twelve month r t period. 1.06 LOCAL CONDITIONS: *' A. The Contractor and trade submitting tenders on this work shall visit and will be deemed to have visited this site to ensure that they are a. familiar with all conditims relating '.:,j the work. Failure to visit the site will in no way relieve :ire successful Contra --tor of the necessity of furnishing any material or performing any work that may be required to complete the work in accordance with the drawings and specifications without additional cost to ;:he 0wner. • B. Existing conditions including inverts of drains sizes and 3 , S r �; ` locations of existing sewers, water rrains,•gas mains, grades, etc., :''•+' shall be ex-.nined by the Contractor, and it shall be understood that the price quoted shall include all work necessary to provi.ie a complete workable system within the requirements of appropriate r' codes and fully adapted to the existing conditions. The Contractor disconnect, Ar shall seal off and remove any existing services there no ,, lop er required and reroute services where necessary. f3 , Y M 1.07 RULES AND REGULATIONS: A. All Work and materials shall be in full accordance witn the latest Federal, State Uniform Codes and local riles and regulations, State ` Fire Marshal regulations, the safety orders of the Division of Industrial Safety; the National Electric C,.)de; the Standards of the National Fire Protection Association; and other applicable laws, odes, or regulations. Nothing in there performance specifications :{hall be construed to permit work rot c;onfor•ming to these codes. B. The Contractor shall furnish, without extra charge, any additional material and labor when and where required to comply with these rules and regulations, though the work be not mentioned in tt'.Ese specifications or shown on the Drawings. When these Specifications or Drawings call for or describe materials or construction of a 66 t, ^ r •ke. 1, 'tile ;� ; ' r . - ,•Y .0 f M• • w.M...✓...Ii..r.w...�,.... .,...... ..... _ .....-»�s.rrWr►M•yT1P"d Mf.+Y'.�spnf•w...•..._. __� .. ....... rw .�........... ".%.A....wu.w....�.L�c.�'4 better quality or 'Larger sizes than required by the above mentioned rules and regulations, the provisions of these specifications and accompanying drawings shall take precedence. 1.08 FEES AND PERMITS: The Contractor shall keep all public ordinances, give all necessary notices to and obtain necessary permits Fran necessary utilities and pay all. fees in connection with same. 1.09 APPROVALS AND COORDIUATION: A. The Contractor shall carent,lly study all Contract drawings and shall check any ductwork, piping and other equipment which may interfere with other trades. The Architect and Engineer shall be it .ediately notified if an area of conflict occurs between trades. B. The Contractor shall bear all costs incurred for work that must bt relocated due to conflicts between trades. 1.10 114SPECTION: A. The Contractor shall nit allow ov cause any of his work to be backfilled until it has been inspected, tested and proved by all authorities having ,jurisdiction. H. Should any of his work be backfilled before such inspection, he shall, at his own expense, uncover the work La the satisfaction of the inspection party. All related repair work cost shall be borne by the Mecharical Contractor. 1.11 DELTVERY AND STORAGE: A. Materials shall be delivered in ample quantities fro. time to time as may be necessary for the uninterrupted progress of the work. They shall be stored so as to cause the least obstruction t'j the premises and distributed so as to prevent overloading to any portion of the structure. ' H. The Contractor shall provide temporary storage and shop areas that are required at the site for the safe and proper storage of materials, tools, and other items used in the performance of thi4 work. These areas shall be constructed only in approved locations and shall not interfere with the work of any other Contractor. C. Protection of materials and equipment, furnished under this sect.on, either stored or installed, shall be the responsibility of this Contractor until final acceptance of the project as a whole. 1.12 DEFINITION OF "PIPING": ti 6? ��� <Ir a. f •r � r'+ q -ik � Li1i r > r l r W b� r , 1+l + h5��r •,+brt. L r t 1 ' W yj. ((}• rti !k „�r r ti' • + y i�"�Fr 5 r+ r�" fir'-�7','� �;•`±���' . y:, 1��;'r�. � � IyStce' 1 Y 'ii* h r� +•-._._r_. .........__. .. _.. _.•a.r.�V�'Il:tn'�''VN•'•.}i'tST�Kr'f: t�, .......,... _.._.. ,._.....r...wov•rreWW.+w.rr...».,...... ..' ____'. ---- 'w,.....1...G The tern "piping" as used in these Speclfications or on the Drawings shall mean•a.11 pipe, fittings, nipples, valves, unions, etc., as may be required for a complete and functional system. . 1.13 DRAWINGS: A. The work shall be installed as indicated can Drawings, however, changes to accommodate installation of this work with other work, or in order to meet architectural or structural Conditions, shall be made without additional cost to the Owner. B. For the purpose of clarity and legibility, the Drawings are essentially diagrammatic to the extent that many off -sets, bonds, unions, special fittings and exact locations are not indicated. The Contractor shall make use of all data in all of the Contract Documents, and shall verify this information at the site. C. All dimensions and locations of equipment, doors, partitions, fixtures, grilles, etc., are to be taken from the plans, but shall be verifi,-d at the work site. 1.14 14A'TERT-ALS AN"; EQUIPMENT: A. All materials and equipment shall be new and of the best of their respective grades, free from all defects and of the make, brand or quality herein specified or as accepted by the Architect. B. All materials and equipment shall be identified by manufacturer's name or name plate data. Unidentified material or equipment shall be removed from the site. C. Equipment specified by manufacturer's number shall include all accessories, controls, etc., listed in the catalog as standard with the equipment. Optional or additional accessories shall be furnished as specified, D. Where no specific make of material or equipment is mention*d, any first class product of a reputable manufacturer may be used, provided it conforms to the requirements of the system and rpets with the epproval of the Architect. E. Equipment and materials damaged during transportation, installation and operation shall be considered as "totally damaged" and shall be replaced with new. Any variance from this clause shall be made ottly with written approval of the Architect. 1.15 -'."ERRUPTION OF SERVICES: Interruption of any existing services shall be kept to a minimum. Shutdowns shall be made only with approval of and at times designated by the Owner. The Contractor shall include overtime work cost in bid E 68 �� ~' • r r . . ».._. - -. , « .. t .r-....._...... • .. rr.,.awn r . ... ...... �.. . wwwMyft{ . Y �rw•.. 1 r'nh f ti�r', Irff r r h 1 I b-0 •• i1,� k.r. t 't��.5, r' rr' r►uI f; r :•r A %r' rY F1 '•'t'r .1 .i•• a . Pr , .. ., • _...«'rreYNrf�KIA:�.".�:.�Ni1".1n,r.wa......................_.r.....rrnrrltdr 7�!'�'+7�`4�Li.'fryM4dr+rvl.r.r.wwlwr.�.�Mr....4 .''�;,,. a d'r 0 4 ;.`k: �•+,, .' fir•• ., for this work. 1.16 TEMPORARY SEiVICES: Provide temporary services when any ex! *3ting services are interrupted in connection with work of this section beyond the period of time; acceptable and approved by the Owner. 1.17 ELECTRICAL WOW: Motors, electrical apparatus and wiring specified in this section shall conform to the National Electrical Manufacturer's Standards and the National Electric Code and bear Underwriter's label of approval. 1.18 CONCRETE WORK: Shall be in accordance with Division 3. The Contractor- shall Verify sizes and locations of all bases, housekeeping pads, platforms, and layout all templates, anchor bolts, inserts, and other necessary information. 1.19 CANNING OPENINGS AND HANGER IK'CRTS: A. The Contractor is to make out, subject to the approval of the Engineer, the exact dimensions and positions of cuttings which may be required i►3 floors, roofs, ceilings or walls for the passage of piping, ducts, tubes, etc. The area of any opening is not to be larger than absolutely necessary for the proper fitting of the piping, ducts, tubes, etc. The Contractor shall furnish plans and elevations, where necessary, shbwing the sizes and locations of all. cans and required fittings through the building structure, and the locations and sizes of all inserts for hanger rods, anchors and other suspension points. B. Should the Contractor neglect to perform this preliminary work end should cutting be required as a result in order to install piping, duct work and other equipment, the expense of this cutting and restoring of services to their original condition shall be borne by the Contractor. 1.21 OPENINGS: Framing of openings shall be done by the respective trades in whose work the opening is made. 1.22 .JAMAGE BY LEAKS, ETC.: The Contractor shall be responsible for all damagn to any par of the premises or work of other Contractors, caused by leal:z or breaks in the piping or equipment furnished and/or installed Lrdet ,.his section, during the construction and Su -rant" period.- 69 ,„,...�..— �.�.��+........•�... e. na-r.......- • ^r t•r r,;,".!X,r l"tt�rhnr v..,......�-- . ..._�. _,,.."".'.R.I.�R"'' • 1 I +� JN/•p } • .r .•'11 ^ ' STY r .1. •f 1.23 CLEANING AND CLOSING: All piping and equipment shall be inspected before placing and the interior cleaned before closing. All piping and ductwork shall be V f closed at the end of each day's work. U 1.24 FABRICATION AND INSTALLATION: A. Location: The lo.-,ation of equipment, piping and ductwork indicated cn the Drawings is approximate and shall be changed to meet the W Architectural and Structural conditions as required. B. Piping and/or Ductwork Systems., Such systeaLs shall be worked into a complete and integrated arrangement with like elements arranged to make a neat appearing and finished piece of .work with adequate head room and passageways free from obstructions. Such systems shall be installed by labor experienced -in the respective trades involved. Equipment: All equipment shall be accurately set and leveled. I.- Supports shall be neatly placed and properly fastened. All equipment shell be fastened in place with bolts. No allowance of any kind will be made for negligence on the part of the Contractor to foresee means of bringing in and installing equipment into position inside the building. D. Manufacturer's Directions: Manufacturer's directions shall be followed in all Cases where the manufacturers of articles used in this Contract furnish directions covering points not specified or shown on the Drawing. E, Furring and Pipe Spaces: Spaces provided in the design of the building shall be utilized, and the work Shall be kept within the 01 1 furring lines established on the Drawings- F. Installation of Piping: measurements established by the 1. Pipe shall be cut accurately to mea, Contractor at or in the building and shall be workea into place without springing or forcing. 2. Proper provisions shall be made for expansion and contraction of all piping. 3. All pipe lines shall be installed free front traps and air pockets, and tr-uf. to line and grade. 4. Provide access panels at inaccessible valves and controls. S. Avoid tool marks on exposed l plated, polished or enameled • ccnnections. 70 Jr. m if 11, r' hlfr f , • !t, 1 r' .r's, ,t" , rl:rr: f r • u. :.i 'G�`!',•rrl ) . ..r I+. •j i 'Y,i`y,'•'Y:w.. i1'. io 14. ,r Il f ,.�. .�..._.-__._.:......_ ._..__.. . „......�KIIM1/1sMw•s..._...__ . _ .r..wv+��14f4.nw 9y' 4� .l �. C. Piping Joints: �. 1.- Screwed steel piping shall be properly reamed. Pipe joint r compound ,shall be applied to male threads only. Teflon tape optional. 2. Copper tubing shall te cut with copper tube cutters sized with a sizing tool and throughly cleaned before application of flux or solder. c,•',',� 3. WFlded pipe shall be plain end and with beveled end fittings complying with PSA B16-9. H. Copper tubing systems shall have IPS red brass pipe or nipples at all connections requiring rigidity (at equipment, through roof, at ,• ,..: � anchors, etc.) aT. I. Reducers and Increasers: Unless otherwise not=d, all valves, strainers, etc., shall be line e c ' size. Straight or eccentric reducers, to suit, shall be installed as close as possible to the connection of greater or smaller size 4 :.. than the pipe line (equipment, temperature control valves, etc.). Use of bushings will, not be allowed. Branch take -offs shall be made with reducing tees or with line size Tees and reducers. J. Unions and Flanges: ,s Provide union and flanges at each connection to equipment end downstream of each valve. Install unions at both ends of valves, strainers, etc. when the valves etc. could not be turned due to an obstruction. , , K. Valves: "err Valves shall be installed with handwheelS at or above the valve � la; • �'�... •;• `," centerline • , 4 Y L. Shut -Off Valves: ` Provide shut-off valve in each tranch to equipment or fixture, except where fixture Control stops are instilled. yyH:. y!fd� r M. Check Valves and Strainers: t wl�,Y 1 r• Shall be installed in horizontal position, unless otherwise indicated and/or specified. ' i H. Flashing: 71 e) 1 1'. ; .).-ii r.r•�l I ,�..M,yy{•Y rs:r..w'.r»---• ..uiwW'I'�M^'T•Al�y}ra I i ?! air , ,I �,.`, ^•) lYY � '�' � - , 1 / ir.. 7. ,.I; l{°.,, it r • , . • � ,ay r. i1 •{' ��{..M1 1'h t+.t'o'�•f ",�� .. 1 r � '. t�1 �. 1•'"AJ'}�•r^��''�"T�'vy¢si '�,yyAS�,J6 r�5(.)1 M Y 1 r,� Pry y4rs1� !k'4'1iil�i`77'T`'F'.L1 Tl4.ei'!�]5k.F.+��S `�{ +�y14 ,1'S;a .',s; :Y• �I, r `) , "•, l,x {r{�•� 4 ,'• r•;+: +•i, . •t.l sir• .. i , r .....aa..� . ; %! .. . � 'ill,' • • :+� • _.....-.-___.�..._..�.st/fyF1�H•7.R.�„�'y'".1Yk'MJ.Yr......... .. . 1.....-.�.�..W.1'VM��AAIIII'Mnrv�._aY...._.�. -—,w�wr._� _ Y'. ;�1•, All pipes and ducts passing through roof shall be flashed vnd counterflashed. 0. Copper to Steel Connections: M l copper pipe connections to ferrous piping shall N, made with dielectric couplings or isolating flanges. P. Escutcheons: All piping passing through finished floors, ceilings, partitions or walls exposed to view shall be provided with chromium plated escutcheons. Escutcheons for insulated pipes shall fit over the insulation. Q. Pipe Sleeves: i. All piping through any concrete floors, walls and roof shall have pipe sleeves installed before the concrete is poured. Insulated piping through :sleeves shall have uninterrupted insulation inside the sleeves. Space between piping and sleeve shall be packed with non—combustible material. Sleeves through floors shall be made watertight with mastic, 2. All piping through any partition shall have 1/4" minimum clearance all around. Inotall sleeves to protect piping from being anchored by the partition material. Pack space between sleeve and pipe with incombustible material. 3. Piping through any sound partition shall have 1/2" clearance between pipe and wall construction, this space shall be solidly caulked aoth sides of the wall. 4. Pipe penetrations through any existing concrete shall be core drilled. The opening through concrete shall be approximately 3/4" larger than pipe O.D. for steam, hot water and condensate, outside of insulation for chilled water supply and return. Space between pipe and concrete shall be caulked to full concrer^ thickness with rope asbestos and mastic. For vertical penet:___ons, caulk so that as little damage as possible shall be done to existing and remaining walls, floors, ceilings, and ztructural members. ed shall be made by the owner's representative. 4. Demolition of existing piping, fixtures, or equipment shall be performed. R. Clearances: Piping in any partitions, through plates, stud,,., etc., shall have sufficient clearance from the structure to allow for expansion and ..... �.�.......•nvFrr.�r+C'.t!�A+'1fU1uY'M.ra •_ _._..._.�... ..... � 1. ;yl :�...A�.� c s.. . ....... _. OM Ah l '1 •'r�•r (j(1 .Irk . ! p�r Ar• ' t 72 1 1. �flrt ) �i .,tn/�v, r,. ,., y4Mt'r ; V°'i:;Y� •;ky . (;if'' f;($'`�'dr/At� : jl; ,,''' ,:'.'aq Fr :Y.v,1^l' rS:t• / f' + } � . k/ r.1 �F' r'715�''Y. 'h�} 1 r+� • I �"'�•S.i. �� ,<^,N ,• �.f f 1 ''YI P' 1 ry' � r ••^4y;4 +�,¢ y�T' 1 I." Y9' r .Af y ,�r +1 fl'1+ l.. } ] iP'�' )i• J+ I +, .. l • .�' ,yr�,•.• yM�'J .A .l +Ff F. I r', . f /,+• '�'/' .: i•.' ,� 4,� +, r ?' t:', .. �. ,�i, •,w,i., r, . q ,r� S r,�'; ,:1 . �i5 ..�,,'r.r§.:' `' ' contraction of the piping. No bare piping shculd touch wood, concrete, etc., at any time- S. Pipe lfanger:5 and Supports: 1, All piping supports, hangfrs, hanger rods, etc., shall be as per manufacturer's recorariendations for pipe full of water, with a minimum safety factor of 5. Trapeze hangers where indicated shall be installed. 2. Individual pipe supported by cic'mps or hocks shall be isolated from ..he supports and the building construction with felt. 3. Clamps shall not anchcr piping, unless anchoring, is required, u. Supports from overhead construction: Concrete inserts and brackets with lag screws or bolts to suit. 5. Support!, .from wall: Steel brackets, hooks or clamps. 6. Any copper and hot water piping shall be resiliently isola`,.'=d with pipe isolators. 7. Pipe Hunger Spacing: a. Verti.cal risers shall be supported at their bases and at each floor ininimum. 1). horizontal piping spacing shall be as follows unless othcrwise rioted: , *{ n� Steel 112" - 3/1111 8 feet Ste•:.•1 1,r — 211 10 fe'It Steel 2-1/2" and larger 12 feet Copper 3/8" - 1-1/2" 6 feet Ccp;,i�r f-r' and larger 10 feet c. Hanger R,;d3, threaded: 2" and smaller 2-1/2" omd 3" u" and larger IlQv + "— d i aMr- r+i;p . 3/g,) 1/2" 5/ 611 73 '•pp.F7 ..7hrp .j + , /•'J i,5 , 1• '1 ■ I L,-1+ ,�r.•a;,..�.-,.::•r..rs..nn..1P:--: �; •-•+�; �+,.; �... � ,...., }Lri'� f!p''./"7+,�n'�r. 5�•'r;:' -�x•,Y]AS}*�.r.•;FM•a•'• lr,�' ). ,fP� 7�i. l�:q y'yT�,gr �'+'•a�';yq.�.� �{� .R1p[�,r'���!`��•�fC� I,,i,: '.'•�s�"b�YN:,.Yr�' F i f �i r. ' d. All cast iron piping shall be supported at .,o more thar, 5-foot intervals and at each fitting,. e. Install a hanger within 1211 of each change or direction and :or each bra;ch 5 feet and longer. 3. Each hanger shall be adjusted to carry its pro;jer share of the load. 9. Additional supports and/or brices shall be installed if, during test or normal operation, the piping :should sway, crawl or vibrate. 10,Piping below any ductwork shall be supported from wall or on a trapeze with hanger rods outside of ductwork. 11.All piping, including valves, etc., shall be supported independently of equipment; no piping weight or stress due to expansicn and contraction shall be transmitted to the equipment. 12. Provide sway bracing at every fifth hanger. T. Sound and Vibration Isolation: 1, Any air conditioning units, heating -ventilating units, return/exhaust fans, shall be mounted on rigid galvanized structtiral steel bases and (where the mass of to structure permits and noted cr, the Drawings) spring vibraticisolators of 95F efficiency (5% transmissibility), with bu'::-in leveling device, mcunted on ribbed neoprene sound absorbing ad. 2. All pumps and fractional H.P. fans shall be instaiied on 1-inch ribbed neoprene or rubber in shear vibration isolators of 85p efficiency. . All motors shall be mounted on a rigid base common with the eyuiptt,ent (fans, pumps) or support from equipment framing. u. All vibrating equipment shall be sound isolated from supporting structure, using grommets (around bolts), washers and sound i9olaticn pads. 5. The Contractor t:iall submit all necessary data for each vibration isolator, including static deflection and weight loading, for equipment in operation. 5 CLEANING, TZSTING AND ADJUSTING: A. The Contractor shall furnish all labor and test equipfre.,nt end shall disconnect from the system any installed equipment that can be damaged by pressure. 74 (?•+; t 1"U. . )IN �, , r fl"L.W'41sViM'I:ay..:�ni'u 7� .. (i WN. z�l'N'0!�'�?"4_—' r Fik • ,� f����rl!{� �rlta�lfi l�', ` Y.••rirww. u'.rr •li...,r.. �...�_.. .. ......4 �...._._.. ..,...... .. .. r_.. .. ..`.... . r •.14, 1 ! .' J 1 ••r,.. ,Vi, I Y ... ...+.... ... iLr•.+,.l.r.•,,.r+a.+.w.u•r11Y.11:6"'c%,11trf /I rv,vurur.i.lYl''%�i . •, r Irl�,r y!�;lt' „}•r. fT" Y , i %fir •.��21%yy fµAYn �"2.5 ,'4 1. .,4%1 w'yb. lyy, ikF+ B. Throu hly clean all equipment, + �r trust, r ���� �• gin and ducts, free from •'s" scale, filings, plaster, etc. , before and after covering and painting is done cr systems areput in operation. ,+ �'1'':5.' "Kr,�MfSr ,.r 4,1� f:1 '.17•,I' '.1 �;'`(, r}}r�: 'M` , C. Equipment and piping shall be cleaned and purged before each test. •} �'� D. The various systems shall be tested in sections as the work progresses. However, any system previously tested shall became part r. , t'�r _ N Im•;.. of any repeated test Then it becomes part o. the distribution or s' _ " .'� '. F� t . r , ? I + 4. ' • r S f y r 7k ,8V r S. All f :, I,1'• Y a collection system. E. Leaks shall be repaired by remaking with new material. No makeshift leak stopping r.-,ethods are acceptable. F. Should any piece of equipment or material fail in any of the tests, it shall be inm,,diately removed and replaced with new; the system shall again be tested by the Contractor. Damaged equipment and materials shall be nonsidered as "totally damagea" and any variance from this clause shall be made only with written approval of the Architect. G. All test pressures shall be•nmintained for the periods stated, or as directed, without loss in pre -sure except that due to the change in temperature and the Ftmospheric pressure during the test. 11. All tests shall be In accordance with requirements and under supervision of authorities having jurisdiction. 1.26 EXCAVATION: In accordance with DIVISION 2 and as follows: A. Trenches: Dig straight to line and grade, bottom smoothed of any rock points. Where rock is encountered, excavate 3" below grade of the pipe and fill with sand properly packed. Pipe shall be supported for the entire length on undisturbed original earth or packed sand. The bottom o: trenches shall be shapes or packed for the pipe and duct fittings, hiibs and couplings, using templates to fit the outside periphery of the lower third of the piping or ductwork. B. Shoring: All necessary shoring, sheeting and pumpimg shall be part of the work of this section. C: Trees: When it is necessary to excavate adjacent to existing trees, the Contractor shall use all possible care to avoid injury to trees and roots. Where .a ditching machine is run close to trees having roots 75 �:. it�°.'� IJ.ry Syr I I "J• i I "''"'f!r �'• _�........... .. .....�....���_ ..�i .... ... --•. ,rw ��t�C1l.T,li4e'Fi�:•iy','�':}l�liRl ��.I,rs•w .'1�^, „'`."•'t4'!. t r"MI1.. �,�v.�..---.-... rK ' iri ptw*'r r . 4�j •i 1, } ten[ 1•( Y\•.'ry'� , ,+ 1 1 •, ,. J ' r, 4, �rr ���11!„�AK•:t `t�`• (' rt •1 ,, �• '1 1 •y. i" i�Jsl r �,$'f' I ir. / �:��Y!,�'I :•k r"y` �iy}'f.;l.,l',` j'. nn} I >v, f` r OW 1 ` 11. i M Aid': a i , li•,'15r. f�' I �. i i f n •/ .. it .' /; 1 , h'•�'''1' ;,��'. `rx f. ' ' ;..�I �1.'• •,fir",• f:''' �r�}, , ,� w�'�1+'• • V,}. 1r smaller than two inches in diameter, the wall of the trench adjacent ' �'•t, to the trees shall be hand trinmed making clean cuts through the Y roots. All cuts through rants one-half inch and larger diameter •'r.f,�' ��i�.µ�, ' n ar Trenches adjacent to rr';a �' ';,tl shall be painted with Tree -Seal , or equal. Tr.rf he j ;r v trees should be filled withii; twenty-four (c"U) hours after excavation, but where chis is not possible, the side of the trench i ti +. ,'''•, l�a` ;� 'r' ' adjacent to the tree shall tot kept shaded with burlap or canvas Stockpiling of earth or build.n materials within the drip line of �• �i. � ,1� }� Where any roots two inches and larger are trees is prohibited. en^_ountered, the Contractor shall hand tunnel under root and protect ' it by burlap wrapping. . �� • follows: • I accordance D. Hackfill. n ce with DIVISION �? and as 1. After piping has been installed, tested and approved, all excavations shall be backfilled, tamped and compacted by compressed air tampers. 2. Hackfill to b inches above 'crown of pipe shall consist of .' unwashed sand with remainder of trench backfilled and fl mechanically tamped in V maximum layers of selected excavated material (free of organic matter, rocks, etc.) . In any asphalt or concrete paved areas, backfill shall be made yr' t't�y!'j'`',r`:+ �':� ylj '� only to the subgrade level. 4. Any roads, sidewalks, curbs and the like broken up in t:ie process of construction shall be restored to original condition. „ T. I Y r 6. 1 .'1'.I" Y, r P r ' !gist. of 4 rig• t . • �� 1 I is%;; v • a tW,•.. 76 lip 1. f...-._....... _...,-.. ...... ..r.7tn�r••'r •.,, .•.....___. ... ...w... rowu',.: "A}.. ':.ie.:,•'t:',.r •• .,'•"wwt+tvf/VM�ip1.Yy[M•E.••fv7� � rr. i{ jw4b`firY+ i r k ,l 'MS �1y� ! (,in/4 •'k' 1 tY'l . f. r .' f '' . to ';'�'.iI • .'p.l,,!},� I i 7 N. x�, ��+`y ,,y ref `,,� ! t ' , . ' ` • 1 f `' Nt�f� ` it , ''i• r' ,�, `',' ',�:r" ,��^; v �`4�i�flir:•Y.,'::�,.. ' � , r f , i,,i, ,' •Ir'rf ray. �l`. r,f j.f,5ltt� , ' 1 .4 �•r tii ' SECTION 15050 PLUMBING PART 1 - GENERAL 1.01 SCOPE OF WORK: A. Work under this section includes all labor, equipment, material, transportationg etc. required for complete and satisfactory installation of all of the PWmbing Systems. S. Work Included: 1. All plumbing systems and installation. 2. Materials, fixtures and equipment. 3. Piping, including final connections to all mechanical equipment. 4. Utilities, including water and sewer lines. 5. Access panels. 6. Hough -in where indicated. I 7. Painting of materials and equipment. 8. Excavation and backfilling for all underground lines, 9. Rough -in and final connections of equipment furnished by others. 10. Storm drain piping. 11. All gas piping. 12. Boilers and hot water pipiaig. C. Work Not Included: 1. Electrical work. 2. General cutting and patratIlLng. 3. Concrete work. 1.02 TESTI14G (24 HOURS): A. Water piping; 123 psi, with no pressure loss. 77 • ' 1 1f r r ' iyS .' ,r% ,'"'•: },• ,' ,.-• .^-.. .. _ •r ., .... ... ... _.._.... �,. _..,,. , ,. ... .......«,._. ..... .. .,., GiL.,a,t..Nrwb.eA.Mry' .. '�' ...�.11,y��.;,. '" •''' .r ,E ..•"'/ a v Ill• jN B. Wash: and Vent; 10 feet water column, no leaks C. Gas Piping; 10 psi minimaam, no pressure drop. 1.03 S'iERILIZATION OF DOMESTIC WATER LINES: A. Sterilize from meter to all outlets. Work to be performed by inde endant company which specializes ' n this work. r : ,;•t',:; ? 't , B. Submit report to Architect for approval; indicate Coliform-Aerogenes ',:,'r '``1`.; ' R' organisms are negative, total plate count less than 100 bacteria per c.c., safe for consumptyion, and indicate job location.I. .;;. PART 2 PRODUCTS J" +rl•;`' 2.01 FIXTURES AND EQUIPMENT: A. Height aand locations as .indicated or directed by Architect. A B. Rough -in for exact locations. C. in general, all fixtures shall be new, residential quality fixtures '' »�•.f (or commercial type where specified or the Drawings) approved by ` ��••r:,rx*'' `, local plumbing codes and applicable handicap requirements. 1. Water closets shall. be flush tank, vitreous china with residential seat. r }fir.;' . � •' ''�, 2. Lavatories shall be vitreous china, residential quality, oval " !.y•''; ''; n'•J. fixtures with hot and cold water mixing fitting ...4''' }' 3. Bathtubs shall be fiberglass of residential quality with hot and cold water fitting. 14. 'Showers shall be of residential quality with hot and cold water F ,`,'. `<; fitting.�� �. �"'a�:.l„ 4�; r;{ �t y 5. Kitchen sinks sae two compartment orcelian cn steel of f. hikshall btptptYl+e ,rIFirt,ti.,:, '• residential quality with hot and cold water fitting, garbage .; y disposer, and dishwasher air gap. 2.02 PIPE: AND FITTINGS: . 4►7G...,,� ,,�,. •.Fr. tYfy''{� Y''rYiyv��'': � •' ;/', P+� `f�i�''.1.' ' i. A. Cold and Hot Dater: 1. Inside the building shall be type L copper tubing, hard drawn, 50-50 solder, with cast wrought capper solder fittings and adapters for screw pipe connections ('type K with 95-5 solder below slabs without joints). ' 2. Outside underground shall be 200 p31, DR-21, PVC, Rirq-Tice, '+2 M h .1 1UJ All. 11 78 '1'•.!i`'i: a'1. ':,ITIr,JftMt, r4A XILY 1'%�. A' 4" r•'�It'. , ,Y. .. hh , wt. h. F`y4 (ir�wnAh' , . ' : ` \'" ''N�' ��' •�:• •{:C.. � , A r•' �! {,, '' ; r� wr4Y"�,, •!� ' '' ., ' , , '�'� A •dl�rr'" -l.l tr'''' a � , ',1j.,, 4. .A' .'- , . 'v' ,ref '"I:r•r:.Ji ,'`,:,M�y,; 1,:i; � Y'1� ' .. .,', rY •,'f'�41,d'i•r, 1Sy �� riiF' + ` f', I v,'' , +. `.. '+�'ii'fj' %" •�' ram. r 4 .... ... A, MEW, jA t% 0.j N G pipe and fittings. Concrete thrust; blocks for underground PVC W piping shall be installed in accordance with pipe manufacturer's recommendations where required, provide Ring-Tite to screwed or fA flagged at valves. ' Fittings: Equal by Crinel Stockham. 2. Valves - bronze, 125 pri, solid disc and smaller; Jenkins Fig. 1240. b. Valves - bronze ball, Jenkins Fig. 32-A. a. Unions - Wrought copper, 150 psi, Nib,-o 633. a. Check Valves - bronze, soldered, 125 Psi 3" and smaller; Jenkins Fig. 1222. e. Balancing Cook - semi -steel teflon coated plug, Rockwell or Nordstrom No. .142 (2-1/211 and smaller) . Jenkins Fig. 32-A ball valve, or ACF R-14"K. with R-1431 HF7 coating. B. Sail, Waste and Vent Piping (Sanitary Sewer System): 1. Inside the building shall be cast iron Soil and Vent Piping and Fittings - No -Hub, CISPI No. 301-69T coal tar coated, with Tyler or Ideal stainle55 steel bands. 2. Outside the building, underground shall be bell and spigot vitrified clay pipe with approved compression joints, Pacific Clay Products, Wedge-lcck Joint, or equal. (Approve PVC SDP,-35 or SDR-41 optional). 3. Vent Piping below 21, in diameter shall be galvanized steel pipe, Schedule 40, ASIM Specification A-120, with 125 pound cast it -on screwed fittings, ASA Specifications 5 16.4-1949. C. Hoof Drainage Piping: Inside or outside the building shall be as specified for waste piping. D. Gas Piping: 1. Inside building, above floor, shall be Schedule 14 black steel pipe, AM A-120, with 150 pound bonded malleable iron screwed fittings. 2. Out,-,ido building and on roof shall be Schedule 40 galvanized steel, ASSTM A-120, with 1910 pound tonded malleable iron screwed fittings. E. Fire Sprinkler Piping: See fire sprinkler sacticn. 79 m f r I 4 Y. N % A. OVI A F. Indirect Waste Piping: Same as water piping. 2.03 MISCELIJ.IIEOUS DRAINAGE ACCESSORIES: A. Hose bibbs outside the building shall be Acorn or Chicago loose key, 3/411 hose end, 1/211 I.P.S. female inlet, vacuum breaker, rough brass finish. S. Hose bibbs inside the building shall be same as for outside except with polished chrome finish. - C. Vent Pipe Flashing; 4 pound lead with steel boot, cast iron counter flashing sleeve, Semo-1100-2 and 1100-4 (1110-5 with vandal proof hood); install under "Roofing" Specifications. D. Cleanouts, wall; J.R. Smith; 4568 cleanout tee with 470.0-AKL access door (4710 plate). E. Cioanouts, floor; J.R. Smith; 4023 (round); 4043 (square); 4143 (asphalt floors); 4223 (unfinished floor). F. Escutcheons shall be steel flange with looking device, Beaton Cadwell No. 10 or equal by Grinnell. 2.04 MISCELLANEOUS PIPE ACCESSORIES: A. Pipe Insulation - Hot Water 1. Insulate all hot water lines and return piping. Omit insulation at sleeve opening*, in wall studs openings. 2. 3/4" thick (140 degrees F.) preformed fiberglass with APS jacket; CertainTeed "Snap-On", Fiberglass on sizes '111 and smaller. 3. Fittings; 3/411 thick plastic insulating cement with 6 ounce canvas jacket on sizes I" and smaller. 4. 14 thick (140 degrees F.) preformed fiterglas:s with APS jacket; CertainTeed "Snap-On" Fiberglass on sizes larger thF-n 1". 5. Fittings, larger than ", 111 thick plastic insulating cement with 6 ounce canvas ,jacket- . B. Pipe Hangers and Supports: 1. To be "Witch", "Grirell"I "Fee Nason-, "Elcen". 2. Individual; 2-1/211 and !,,roller, Witch 37 malleable ring; 311 and larger, Witch 140 rolloer; wall bracket hitch 69, 84 or 139. 80 OWMIUMN fJ Ad A� 4 oil tj P, X L)y Jr 4T 41. t, Eaffifift"MIANCim e PPOP7, `7 Z I . ..... 6"t '4"i N.V." ), .160 WAI It U) 1 A '� 41ti 41 0 bj e I 3. Multiple; Trapeze hanger, Uni.strut, Iteco. . i '1, 4. Rod Anchors: 'Grinell Fig. 282 (concrete), 131 (steel), 116 (wood). 5. Vertical Supports: 12 feet maximum spacing, Witch 114 bolted for 1-1/2" and smaller, Witch 222 U-bolt and flat bar for 111 and larger. fX 6. Pipe Isolators: All bard'pipe3 shall be isolated from hangers with Semco I'Tri -te%l At-eircll steel ea 1 pipe — Series I nn copper P V I rr Series 500. Isolate pipes from building structures with 1/21- thick water -proof fOlt wrep with aluminum covering. C. Specialties: 1. Water hamper arresters; stainless steel bellows and chamber, with engraved model number, J.R. Smith 5000 Series with access panel. 2. Dielectric isolators; Sam Dexter Co.; between all connections of ferrous and non-ferrous materials. 3. Relief valves, temperature and pressure; 1400 F. -McDonnell No. 203-NF-125. 4. Access panels shall be J.H. Smith No. 4925 of size indicated or required. 5, Steel plate supports for all wall hung lavatories shall be supported with 3/8" thick by 611 wide steel plates recessed and lag screwed to wood studs or welded to steel studs and tapped r for fixture bolts. Length and number of plates are required to satisfactorily support the fixtures Installed. 81 I 011 0, 6. IN 1 1 M` 1 1 I fly, 4 0 • 71jj 1 X 1 1". 1: 7, r SECTION 15500 - AUTOMATIC FIRE SPRINKLERS Ui FART 1 - GENERAL 1.01 SCCPE: Work to be provided includes, but is not limited to, the proper and satisfactory installation of the automatic fire sprinkler system throughout the buildings and basements as indicated an the drawings. 1.02 GENERAL REQUIREMENTS: A. Drawings: Prior to installation or any work, the Contractor shall carefully prepare complete working drawings of the entire automatic fire sprinkler system. The Contractor shall examine the architectural, mechanical, plumbing and electrical drawings for the construction of the building in order to fully inform himself as to the scope and detail of the work Vnich will be required of him before proceeding with the design and preparation of the final working drawings. Submit for approval to :he Architect six (6) copies of completed working drawings bearing the stamped approval of the State and Local Fire Prevention Bureaus. All sprinkler hcad locations shall be 1'P carefully coordinated with the electrical and mechanical plans co provide a. syffietrical ceiling appearance. B. Code Requirements: All work covered by this section shall conform to the latest requirements of the Uniform Building Coade and National Fire Protection Association, and the requirements of the State and Locsl Fira Protection Bureau having jurisdiction thereof. The design shall conform to UBC standard 38-1 and NFPA #13. C. Guarantee: 1. The Contractor shall Guarantee the automatic. fire Sprinkler system unconditionally for a period of one year after final acceptance. If during this period of one year after final acceptance, any materials, equipment, or any part of the systems fail to function properly, The Contractor shall make Socd the defects promptly and without any expense to the Owner. 2. All equipment shall be new and the best of its class and kind, free from defects and imperfections. Y 3. The Contractor shall be responsible for all damage to any part 82 ..... ..... C ,1 r'''���:,.�4 ,, •, ��i�i'tYJ•YYr.uwv..- -. ... ..-...�.r.+...♦ r� 1. ..•.f. ,......�.. . ..•...... .. .. ,,. .. s.r ...._._.`�... r . , ..-.•._,._.....w.a •, r � ; )!"./�14(�• � ' % of the ,premises caused by leaks in pipelines or equipment';,;;''`"''w w ,� `. .;r �, furnished and installed under this section of the specifications g'/r -� , i,► for a period of one year after date of acceptance of this work. a $+'r � 6•:'Y F , D. Examinations of the Site: •, r Before bidding on this work, the Contractor shall make a careful examination of the site and shall thoroughly familiarize himself +`'', with the requirements of the contract. By the act of submitting af��b,is ' �' iR•r, r�' proposal for the work included in this contract, the Contractor shall be deemed to nave made nuch study and examination, and to be familiar with and accept all conditions of the site. E. Permits and Inspections: •; w a' r The Contractor must obtain and pay all fees for installation of meters and services, all liscenses, inspections, etc., which are required by all the legally constituted authorities for the project. PART 2 •- PRODUCTS ' i�' iy +, 2.01 MATERIALS: A. All materials and equipment shall be of new stock and shall be approved. B. Interior Sprinkler Piping: ``: r" '•�'," `' 1. Pipe: Schedule 40 (below $" in diameter) or Schedule 30 ($" in diameter or above), seemless black steel pipe, conforming to >� x r9 -.�� ,rrraN •� �+�, .may AS 14 "'p 1 '0 r�ry'�' �'•: 2. Fittings: Bonded malleable iron screwed fittings, 150 psi t saturated steam, conforming'to AM, -A120. f; '. ; d £: '• r 'r'';''`' ` f ' 3. As an alternate, an all welded system of "thinwall" steel pipe conforming to AST1'1-A53 with weld-o-let type fittings may be + submitte6 at the Contractor's option. C. Exterior fire Service. Piping: •(� �,�.,�,� �,�,• � 1. Clasp 200 PVC piping, DR-74, with ring-ti.e joints as manufactured by Johns-+•tanville, CertainTeed, or equal. 2. Fittings shall be cast iron mechanical joint, Class 200, ' �', ; �•:,,.t Fittings. i 3. Concrete thrust blocks shall be installed in accordance with '' '" •"t,;:,-` % ;,',. pipe manufacturer's recommendations. 4. The Contractor shall provide a 10' length of Class 200 ductile ,• :5; • J 4 • f• lo 41 j�, ,f'r'!,•4i ,k. ��i:�q�—^....'`.;, ..�_..._.. .. -w n.,vw...:..-..... —... .. ...---�. ,r, .....�-. .__ �._..fir ,�rµ•1�� ''1. •� .,A^;�,'M1 ,�i P''kY kM 'r, � ' .', , ,' l !, 1.: 4JI ,,}.1i .7��C' �i, r • nl r..w.. , p,1Y N4a n1 , .rr.0 � . �, $M' St'!{f1, � I r ,I,s •J�i�S'd(Ih. r. f '... 1. , • �,w�.l •�dYi•i...�_. _. .. ... ... Y 1 �. �..1 `r � ..i ��.n:n' i:,'r .. ............. .. ... .r !,. '. .,,,..y ''F.�• '' l A:i� , ;' ,,,:, !'r'�e •,r 'r +•`Fv j; R•.t i'i���L, t,�' / it 1����'Ir4r. .,r4� rff ,. �.j.'/: !rt d.r r .Ikl,•3 .n�j�!'�'.11%; � �, � 1 x I,li-•I ,1•f.., jr.l �' '' �;;�:,}ry`1'�,1.�);�;5,•;J.`!' � r' •.(;'•!., ft!r;, ,r ' •kf .�`,,� 1 �1 ''' 1 T '� I'�rf :"hr „ '�_J, •. ,,'9'•. `''i•Rt,'YY ; 1� 1`:�' •'� •ill ,%. r. r •' � d' ' ' •. , 'fir �.,'tit ,r � f � . � 'u', 1ry1 �./�. r 1. iron pipe with mechanical joint fittings at the point of entry ', into the building. Ductile iron pipe sriall ba used under the ( "' ` , ''.t slab of the building. f. ��•'n i,t;' "rJ .,,�� - •'r�� �AtVi..,.. .��•';N''x •1.1,:, j; ,'•,;:: + ,�,., ' 1'/ '��'' ';I"' S. Determination of whether fire service piping outside the �• 4 ;,� �t, building shall be installed as a part of the fire sprinkler work P ,i �" �•�'=; ,: or as a part of the plumbing work shall be the Gen'�ral Contractor's option and shall be d_termined before the bid is 1•/' °I"•� ' ,•, ' ' submitted. D. Drain Piping: 1. Pipe: Schedule 40, seemlests galvanized steel pipe, conforming r+�V to =44120. 2. Fittings: Cast iron, drainage pattern, standard weight, screwed. E. Valves: k All Underwriters' listed for fire service. F. Sprinkler Heads: 1. Sprinkler heads shall be Underwriters' listed for the intended I' ? ,.,;;•: use. All piping for the heads in suspended ceilings shall be t x concealed. All exposed heads shall be bronze upright type. t I it , •: ;i . ,,, ,, 1 r,`,1 � 2. Recessed heads shall be installed in all areas with finished ceilings. Heads shall be chrome platsd. a . • 1•.r- 'r:,xtra ads shall be provided as required by U9C 38-1 and ,pA Pamphlet No. 13. J 4. Guards shall be provided where required by Code. G. Estucheons: Furnish and install steel (prime coated) set screw type estucheon.s {• ". ,•' ` y ;' k ;;}t',`•;;;' on all exposed pipes, passing 'through walls, floors, ceilings and partitions. ;, tt H. Identification Si3 s: Control valves and test valves shall be fitted with approved +` enFLneled s.gns indicating their use. , PART 3 - ItISTALLATION y, I y f W. 3.01 GENERAL:84 ' V. 41, 1',� ', A a'rl' • ' , �,`Q,r s•. "1. •�,,,y � .�ti"�W,irtT.t..-n. w-.... .....:..... ;,rl••,r.•.•�•-•-., 1 _ ... ,.- -..... ��x 1' '' ,,L•I.f` -i r......•,,�yr,,,.,....�« ..� Jam'' k�, 1 ' t, i41•8 .�. 'fJ 1(•,., f. t. .j '1 , :�li. j. '�' •• t! j Jai,"�(,'�,` 1•�r - ', •y ' wim yt & A. Supervision: AV, The Contractor shall furnish the services of an experienced 4 Superintendent who shall be qualified in all phases of the work of t this Section and who shall constantly be in charge of the work of so this Section, together with all necessary mechanics and laborers required to properly unload, transfer, erect, conrect ups adjust,Ir JW start, operate and test the installation. B. Piping Installatiin: 1. Piping installation shall be in accordance with UBC 38-1 and W.PA Standards No. 13 Sprinkler Systems. 2. Hangers and supports shall be provided as required by code. C. Testing: As required per NFPA Standards. D. Final Approval: Y Upon completion of the installation and prior to final acceptance the Contractor shall furnish to the Architect "certificates of Vapproval" signed by governing authorities having Jurisdiction a � stating that the system as installed has been tested and inspected, and meets all governing code requirements. . aV I . . . . . . . . . . . jA1 f L6. -n-, , .,.. ... f3, . , - I 4� 85 o. 'ir j r. elk SECTION 12 ELECTRICAL GENERAL REQUIREMENTS PART IGENERAL DESCRIPTION. Division I applies to this Section, Division 16 includes everything necessary for and incidental to executing and completing electrical work except as herelnof ter excl%rded. Work In. This Section. Principal items include: All labor, materials, applionces, tools, equipment, facilities, transportatian and services necessary for and Lncidental to performing all operations in connection with furnishing, delivery, and installation bf the work of this Section, complete, as shown on the drawings and/or *eclfied herein. Work Includes, but is not necessarily limited to the rollowingt Examine all other Sections for Work related to those other Sections and required to be included as Work under this Section. Ccordinate all Work in thin Division with related trades. Make detailed arrangements with the utility companies for previously selected electrical and telephone services. Furnish and install the following: Incidental items not indicated on the drawings nor mentioned in thu Specifications that belong to the Work de:,cribed, or are required to provide complete systems, as though called out herein in every respect. All construction power and lighting and all power for testing of equipment and systems through final acceptance tests. All equipment and facilities and pay all charges required by the 'Utility Companies to provide temporary and permanent services. Conduits frorn the main switchboard to secrndary terminals to the Utility Company tr onsformers. Provide information on location and size or -bus connections to utility company within 30 days of award of Contract. Final connection to transformer terminals will be made by ,.Utility Company. Complete 208Y/120 volt, three-pho e, four -wire distrIl-ution systems fait, utilization, including switchboards, feeders, pullbo:,es, distributior. transrormers, ponelboards, branch circuit .wing, motor and circuit control and disconnect devices. All electrical wort, for the mechanical systeins, except as specified herein to be furnished or installed as part of other Sections of the Specifications. All lighting fixtures. All romps. All exterior lighting fixtures, including area and planter lighting. A conduit system for telephone, lighting and power in !enant areas. All distribution material for an connection of the following listed equip- ment, as required by the specific equipment furnished so that a complete and operable system results: 86 O f 1 '•', i +��.J'�•i�.Y'tj e Y P `F .r I r totr !, 7 1' , Heat Fan Exhaust Farts. Elevators. A system of empt•i conduits, cutlets, and cabinets or terminal ba::kboards for the telephone systems. Furnish and install all hangers, anchcrs, sleeves, chaser and supports required for electrical work. Work related to the mechanical trade as listed below shall be included in this division of the work. Refer to Control Drowingr, and Mechanical Drawings for exact requirements of work in this scope. Furnish and install the following: All conduit, outlets, line and low -voltage wiring and disconnect ;witches required for the specified operation of the equipment. All manual motor starters, mc.gne'lic rnotor starters and other control equipment, except temperature -related control devices and equip- ment shown by mechanir_ul as being part of a "package unit". "Pockage Unit" is defined as a heating, ventilating, cooling, pumping, or oth('r vnit that is self-contained except for remote control. Motor control centers and motor control penels to house all starters, breakers or switches, relays, contactors, tim'� cocks, c: )ntrol power Iran;farmers, and all other central controls. All control and housings and boxes required for installing line. and low - voltage conduit and wire to the controls. All conduit for the installation of self-contained heat fan units. Instail and connect all controls tf--„rshCJ ur.der other Sections, except temperature -related control devwcc . Connect all motors and electrical line •;oItcge-control ^quipmcrit. Install molars furnished by others ',•hich are not an intcaral part of e ;uiprncnt, Furnishing and installation of all hangers, anchor sleeves, chases and suap^xis, for ad e-k!ctrical ine.t+eriols arid eq,jipmen'r. E):cuvntion, ,buckfilf and concrete worn required to ':atnplet^_ items of this <<ction. Cleaning, patching, repairing rind painting. Permit:, and cede inspcc:tion foes. Related Vsorlc Ncif In This Section. Eauiprric'nt term,nols end fur the public telephonr: systenl. E lf:ctriccl equipment or installation specified tr; b,, furni:,tled as part of 'he M;r_chaniccr Division of the Sr-,cifications. Tery Craturc-related control -2evicf riuch a5 thermGStatS, hurnid.stats, solenoiri valves, presr,:re ,,vitchcR:, Jn,-r,p::r motor, cgvcstats end other items whych are to b1- inStolk:d in p7pinr., ducts, tank:, rnachin+!ry, or virnilar• egUipmen`. All control conductor;, oil;i : n , ;ic.; f. r i!:em, c'xc•opt of rated on Drcwings. Pain;ir.S, except as noted hurcin. Furnishings and installation of ncnt.l:.. 87 .} 1 1rr 4 ,'1 t "A All 7J i 1. PARTS 2 AND 3 - PRODUCTS AND EXECUTION LEGAL REQUIREMENTS AND 5'rANDARDS. Comply with the late, -A, rules of the following: National Electrical Code, Latest Applicable Edition. Electrical Odes per City of Huntington Beac!.. California Administrative Code, Title 19, Section BI 10. State Fire Marshal regulations. State of California Ir.dustrial Accid-nit Commirsion and OSHA Uniform Building Code. Rc--quirerncnes of Authorities shall be the minimum acceptable requirements for the worl; and nothing described in these Specifications or indicated an the Drawings shall bR construed to permit work not conforming with the most stringent of the applicable codes and regulations. Whe,, Drawirirs or Specifications call for materials or construction of better quality or larger size than, required by codes, laws, rules, and regulations, The Drcvrings and Specifications shall take precedence. Eciuipmetit Mot Complying with Applicable Codes shall be removed and replaced with approved equipment at Contractor's expense. UL listing labels, where applicuble shall bc- in*tolled prior to shipment from factory. Clfcng s to the :'fork. Should any changes to the work indicated on the Drawings or descr-b^.d !n the: Specifications be :wcessary in order to comply with the above requirements, notify the Architect imediately for opprovals of the required modificu- tions. PERMITS A_iND FEES. Obtain and pay for all fees for permits and inspections related to the Electrical Work. Deliver all certificates of inspection to the Architect. MATERIALS. Materials arrd Equipment shah be new. Comply with a!I applicable standards and requirements of: National Fire Protection Association Notionr5l Electrical Monufoctur'ers' Association. American National Standards Institute. Underwriters' Laboratories, Inc. Institute of Electrical and E,rectronic Engineers. Institute of Power Cable Engineers' Association. itcmi far Similar Application) shall be of the some manufacturer. Label of Listing by Underwriters' Laboratories, Inc. shall appeor on all materials and equipment for which standardds have been established. Authurities I-faving Jurisdiction. :'there local or other authorities having jurisdiction have established lobe{ cr approval requirements, furnish all materials and equpment with either thr_ required labels affixed or the necessary written approval. .. ,r , ...+................. x, Y ff tPW'j '•, ', •.e . Nq f i •.L7••�I'r.l. I' . „ _. .__. _ .�.... _._._�. err. r+•rnwn,.rrw. r--^_ — "'^+'^r'^fl�.^'•ir7rT.; . , I, fl ,'i lJ .. yrf tiY'le'Yy1f . . . J.', r•.J v.µ ,d'' • ',' f'. �' 4 Ai . �•,tJJlii MM JJ J 'rr , f,a � Lip r 0,4 1D }+ •s ''+ , �° si',r: tad""� 6.7r✓',, vri •Ty,'';K.ri; �:� ry Ir .I y1��, 19 M ' 1 : 'A' ' r ` J I , ......w ..•.fir, ._. ._.... ',( .. .a.r ..". .,.,y lrr•. ,"f!. :'f_' ,',1� 1'!•.C. :1=':Y.'I',.. ,. GUARAI . I EE. Except as mug` be specified under other Sections in the Specifications, guarantee all equipment fuin'shed under the Specifications for a period of one: year from .dot': of acceptance against defective workmanship and material and improper installation. Upon notification of failure, correct deficiency immediately and without cost to the Owner. Standard Warranty of Manufacturer shall apply for replacement of parts after expiration of the above period. Manufacturer shall furnish replacement parts to the Owner or his service agency as directed. Furnish to the Owner through the Architect, printed material included and expiration dates upon completion of project. INTERPRETATIONS. Ali requests for interpretations of plans and Specifications must made by the Contractor through the Architect. Any such requests rrade by equipment manufacturers or suppliers will be referred to the Contractor. SUBMITTAI.,S ON MATERIALS AND EQUIPMENT. Submittals shall be in accordance with Division I of the Specifications. List of Material and Equipmmt. Submit a complete I'st of material and equipment proposed for the job, including manufacturersnames, even if they are as specified or shown an the Drawings. Reference All Listings to the Specification's article to which each is applicable. Catalog Information. Include complete catalog information such us construction. ratings, insulation system,, etc., as applicable. Manufacturer's or Vendor's Certification. For any material specified to meet UL or trade standards, furnish the manufacturer's or vendor's certification that the material furnished for the work does in fact equal or exceed such specifications. Shop Drawings shall be submitted in complete groups of materials (i.e., all lighting fixtures or all switchgear, etc.), and each item of material submitted shall be initialed by the Contractor as verification that the submittal has been reviewed in detail and is in fact the Contractor's choice of materials. Bind catalog cuts, plate numbers, descriptive bulletins and Drawings I I" x 17t, or smaller in sets with covers neatly showing titles. The Contractor shnll verify dimensions of equipment and be satisfied as to code compliance for fit prior to submitting Shop Drawings for approval. Departure from the above procedure will result in re -submittal delays. Include all information requires; by the Specifications. Submittals which are intendrd to be reviewed as a substitution or departure from the ^ontract Documents must be in accordance with the requirements of Division I "Conditions of the Contract". Where current limiting devices are specified, submit technical data to substtintiate adequate protection of equipment cascaded down stream. Equipment Floor Plan. After approval of material is secured, prepare a flour plcn of each electrical equipment -oo.n drawn to a scale 1/21, = I foot and submit for approval 89 'f' r '�. i"t�+�1; 4i'. .. ., ..-. ... _. _.. f"�. . +, ,..,. n;l., .+.... ,....-.. .r•'7C;'.I .Y.u.^v+w•..r `""„!1 •;7. ; ,',, r L ,�! , '�'i':+1�,4+tsr • 3K'tµlf#d1M�• , alNp�' 1 ' M �,` *�� •rpm +� ',c,. ''i+, 7' �yH'dh.�• r i,1 Pr�'#' •�. f � ,I ,� • �,, rr•�fr 3*yrvk�,�,' A . it '�'` � •''..' ' r •; ,'fir ?i ('.�,��r{, ''�', � 5 j wt•��Y{J{ ,rA t .51Jr'• '' � Via' : ,,I,'.�, •r , . lk' •f�.y 1 J' ' }� 4�1 'Y r r �„ Nr lar " {'hY}5y6 11 04, '(R., ' f i �lJ?�t �r. n r✓ r 4 • rr J• J 'A •-y '1, �I 4 '! , µ, • �IrJ � 5'i .4! �I,V 1p, (Fi J,l�• Y � r .�#r}r� ' ! %J•r s'. � r ... .J : (:K:' '. fir'.. 14i'+Y :1lr1.1^ ' ,r1 rb•u•!fYfiM4a-: r,'ia�'�+:'[.R:`.�'r ,, � ,. , , Y in the same manner prescribed for Shnp Drawings. The equipment shown shall be the exact dimensions of equipment to be used by the Contractor. Be Responsible for all equipment ordered and/or installed prior to receipt of Shop Drawings returned from the Architect bearing the Electrical Engineer's starrip of "No Exceptions Taken". All corrections or modifications to the equipment es noted on the Shop Drawings !hall be performed or equipment removed from the job site at the request of the Architect without additional compensation. Submit Shop Drawings and technical data for the following equipment: Distribution switchboards. Motor control centers. Transformers. Panelboards. Main switchboards. Pull boxes. Lighting fixtures, with working sample of standard fixtures if requested by the Electrical Engineer. Vibration islators, including lateral cnd vertical restraints. Receptacles and switches. SUBMITTALS FOR CHANGE ORDERS. When chcnges are made daring the construc- tion phase, de etions and additions shell be presented in a manner tho! will indicate the cost of each itern of material and corresponding labor. Overhead and profit markup shall be then added in accordance with the requi •ennents of Division I "Conditions of the Contract". . UTILITY SERVICE. �14thin five days after award of Contract, notify aii serving utilities that the project is under construction and furnish them th-e dates on which Via service, will be required. WORK RE.SP0:,1c:lB1LITE5. Locations or Arrecgerrmiits. The Drawings indicate diagrammatically the desired locations or arrangement of conduit runs, outlets, equiment, etc., and are to Lie followed os closely as possible. Proper judgment must be exercised in "ecut;ng the work so as to secure the best possible installation in the available space and to overcome local difficulties due to apace limitations or interference with structural conditions. The Contractor is responsible for the correct placing of his work and the proper local ion and connection of his work in relation to the work of other trades. Advise appropriate trade as to locations of access panels. Locations shown on architectural ceiling plan or on wall elevations shall take precedence over electrical plan locations, but where a major conflict is evident, notify the Architect for instructions. Cha Ve3. In the event changes in the indicated locations or arrangements are necessary due to developed conditions in the building construction or rearrangement of furnishings or equipment, such changes shall be made without extra cost, providing the "----.-.......+WIIC.•,ry'�aJ,iKdir.'9'.rr..r. en„ -tf,.. ...,.... ,., ..... �.. _. ... „J.,. •,., ...r •r - •-••++.«�,,�,y�Y.�,yl�� F 0 change is ordered before the conduit - runs, etc., and work directly connected to some as installed and no extra materials Lli-e required. Equipn*nt Furnished By Others Miere equipment is furnished .2d by others, verify correct locations of this equipment before proceeding i-e dimensions and the co, q with the • roughing -in of connections. Lighting Fixlwes in Mechailcal Spap.-ft and elevator machine ► oom are shown in their approximaten rr P locations only. Do not install light outlets or fixtures v til echo ical ...... best suited piping and ductwork is installed; then fixtures shall be installed in locations for equipment arrangement or as directed by the Architect. Verify locations of fixtures in elevator machine room with elevator company before Installation. k, Scaled and Figured Dirilm -aims are approximate of typical equipment of the class vnr;f MI A;r^^rie;.nrc . . . . . . III %-UIC afore C. F1 0--E; rag wr any Yr%JI I care %J V a r I I 'it- -.dll fil into the spaces sizes, etc., with the Drawings to see that t. equipment F provided without violation of applicable codes. Changes to Work. Should any changes '..,a the Work indicated on the Drawings or -d in the Specifications be necessury in order to comply with the above describe r e.-quirementsp notify the Architect immediately and cease work on all parts of the Contract which are affected until approval for any required ModificaVans to the construction have beers obtained from the Architect. Cooperative Work. Be responsible for any cooperative work which must be a!tered dull. to lack of supervision or failure to make proper provisions in time. Such chances sholl be under direction of the Architect and shall be made to his satisfaction. Perform All Work with competent and skilled personnel. Quality. All work, including aesthetic as well as electrical and mechanical aspects of the work, 5holl be of the highest quality consistent with the best practices of the trcde. Regime or Repair, without additional comoensotion, any work which, in 11, opinion of the Architect does not, comply with these requirements. CENERAL INSTALLATION. For special rec�)iremenis refer to specific equipment under other Sections. Excnvatj ing. Unles- otherwise sc,icified elsewhere in the Specifications, do oll excavatinq n,.'cessrry for the proper installation of th,-- electrical work in occordance with Section "Earthwork". Where conduit runs traverse public property, the depth below finish grade shall be c,3 required by the legally constituted public authorities having jurisdiction. Locations of Openinas. Locate all chases, shafts and openings required for th- y installation of the electrical work during fromirg of the s-'ructure. Do anadditional cutting and patching required 6ue to improperly located or omitted openings without cost to the Owner and with the approval of the Architect. Cutting or drilling in any structural menI)er is prohibited withoutwritten cpproval of the Arc!-iiterT. . "' 14 91 4W + its Al 0 t.A , It J y „k"• yr. ''�•. t. j a 1� '�`' �li;f.+i,,�•,y. .;;:'; •' .. •{' f.,,.I,�•,4,.;y'';f�r"''�"apt: ,,,. 9,3 'l•7l� �{ r'i'�,''(pi }�d4i"}/.'..� '.. .' r ,rk,.;, ',�•�'.y'�r.�•,,�. f;. i��.'. 'P! ;,� �liti��, f, test;,` , .•f t � ' • ` '� i, , s+.'X C99 '�' 4.'• t ,1 ,y. .� ^• ,•r(r , ,+ 1 !'j'. ilia/ •+ Location of Slecve.-. Wherever conduits pess through concrete walls or suapende.d ` r• slc.bs, furnish and install sleeves of ample size to permit installation of conduit. Sleeves shal be installed prior to pouring of concrete and shall helve ends flush with :he �, wall or extend 2„ above flans surfaces. Verify locations with the Architect. O.� T;rpes of Sleeves. Sleeves shall be steel pipe or galvanized sheet metal. ' 'Finish Arourid Sleeves. Rough edges shall be finishod smroth, Spare between conduit ' ' ' M-:;,• +.+, �,'�, and sleeves where conduit passes through exterior walls shall be sealed to permit movPnient of conduit but prevent entrance: of water. Space between conduit and sleeves where conduit passes through fire -rated interior welts and slobs .hail be sealed rlAN with o UL-classified sealing device that is fireproof aid will rernain plic�le. The ,• ,t•j , Device shall be as manufcctured by O.Z. Gedney Company, "fire seal" or equal. '''S''. Previde adequate space around conduit for device installation. Flshings. Wherever conduit extends through roof, furnish and instali flashings consisting of roof jack and flashing collar sealed with Duxo:ol to conduit and covering top of rnaf jack. Roof jack: shall extend 611 out on roof and .a conduit at least 811. r r`'• r Cocrdinate instillation of flashings with roofing iristallaticn to ;:,srrnit roofing installer +,Y' •`i' +1.' it, map ir• flanges between roofing piies. f.u"hiog and Pufching. Be responsible for ❑II cutting and patc:f+lag which may be; required for the proper installation of the electricaa work. Work shall be performed by trace originally installing some cnd paid fur under this Secticn. Protect All Work, Materials cnd Equiprrr_nt from damage from any cause whatever, are provide cdegiate and proper storage facilities during the progress of the work. Storcge out of doors shall be weather protected anJ shall include scuce heaters to pr`,:vent cander.sation. Provide for the safety and rood condition of all worfc untlil final acceptance of the work by the Owner, and replace all dama* er defective work, materials, cnd equipment before requesting final acceptance. CondlAt end Equipment to be Irxstalled. Clean thoroughly to renlove plaster, splattered " ` f paint, cement and dirt on both exterior and interior. I .�+,'.; ; is '• • 'ooJuit and Equipment to be Painted. Clean all conduit exposed tc view in completed 'structure, by removing plaster and dirt. Remove greme, oil anr,' similor material from conduit and equipment by wiping with clean rcgs and s:itcble scivants in Preparation for paint. All Items with I-acto�y Finish. RemovC r..e:rent, plaster, grease and oil an+- leave all surfaces, including cracks and carriers, clean and polis! ed. Touch up any scratched or ' ' bare spots to match finish. Factory finish may be approved as cc•irme coat by the Arrchitect, c•e "Fainting" :section. r Site Cleuning. Rernov+: from site all por;iaging cartons, scrap materials and other rubbish releing to electrical instai!ution. Electti=l Equipment arxi Materials exposed to public and in finished oreas shall be i painted after installation to coordinate with surrounding walls. Surfoce•s shcii be / ` 92 I'll: X01 '' �^, , 1 •�f tilt^ 1 Y• . w "{-.: '' �^, , 1 •�f tilt^ 1 Y• . w "{-.: L Ilk, , . ";. :� �• !;', ' 1. , •,r , t•f �'�;.,I,i�',, ,r 1. ''' 1 .i •} ell' r :f��l, �' '•l 'r ,•• 1, .Il . Fti; f , t �71.',fli'i r , w +. i. r .le','it.?;4'',f hUlf' `wr11`If �1,'� 11 `F �., J+' ,, ••.lr'. 1..• 1I i *3 'iti�" i 11 1 • ,r \ by �l7 t Y� lye � I �., . rX is , ' y+ivF Idr ;y ,fir . yS,v ` • � •''' `' H• r' •' ,'6w ... rnrr:,.rr .• t • . ...ru....,. .., .... .....-•w. Of•2 .. v i4f •. .M1'J I,,r,ly. ..: 1,7.'YSn�" ,7�%','�7A �;`r'�'(I1S'.a{�'711�� f �{i{'vf-•,}� �J kA .! 'lass 'Jy,nl thoroughly cleaned for receiving paint. Faint color coordination shall be directed by !' th•r Architect. Paint shall be identical to that on adjacent !urfocm to insure proper f `;;'' • , -vl:ri4 matching of quality and color with surt-nundinrg areas. r f,'•r�; TESTS. ' Re3istaince to Ground Tests. Conduct by gaalifind personnel to measure resistance to ground ut nil graunding electrode!;. Make tests before slabs of affected cress arel,. poured in order that corrective measures, if required, may be taken. Submit to the ['.�,:�,�- ,•�, 4 ;; ' Architect a report showing the results of these measurements. If the resistances exceed venues specified elsewhere, perform all corrective measures as directed by the Architect. Fuse Marece. Prior to energizing any motors, measure the service voltage, for pha.�e balancer and report immediately to the Architect if unbolonce exceeds 1% from m^an. Measuremwits. Mensure the three-phase voltage ct no load and at maximum load conditions and submit to the Architect a report showing the results of these measurements. Upon Con'rpiation of the work and adjustment of oll Equipment, conduct an operating test for approval at such time as th<< Architect direct:,. Conduct the test in the presence of on authorized representative of the Architect. Demonstrate all systems and equipment to operate in corn -dance with all requirements of the Contract Documents and to be free from oil electrical and mechanical defects. All systems shall be free from .short circuits and grounds and shall show an insulation resistance between phase conductors and grovnd not less than the requirements of the National Electrical Cede. Test al! circuits for prop-er neutral connections. Corrr:tete All Tests prior to final inspection of project. Reports. Submit to the Architect a report showing test voltage of !-N. on the: secondaries of all transformers. Perform Staeciol Tests on rnatcria!s and equipment as called out in other Sections using personnel ge:alified for the test to be performed. RECORD DRAWINGS AND INSTRUCTION MANUALS. Accurately locate all under- ground stub -outs anti all pull boxis rind monuinents, and dimension from building walls on all Record Drawings. OPERATINC Al`!D MAINTENAM:E DA'. A. Submit to the Architect complete end at one tiro prior to acceptonca of the in.-:tallation three (3) copies of manufacturer's instruct !ons for operation and rnaint•cnon, a of electrical E quipment, including repla_e- meret parts listed. Each set to be bound in an indexed looseleof ring binder with permanent cover and permanent identification on back. COMPLETION. ii):! work will not be reviewed for final acceprcnct until operating end and maintenance data, manu)'actur'er's literature, pare±l dirc:tories and nornrc•plates :ipecified herein have- been approved and properly posted or installed and final rlecning I,.r /ill :,.'ri'. 1 ; ,' •� 1 . .. i. ayf y 93 1 'Ale, .Ilk M of equipment and prernisas have been completed. When the installation is complete and all adjustments have been made, operate the systerns for a period of one week, +1 demonstrate tip 111lu to the Architect MOT systems are completec, and Operating in conformance with the Specifications. END OF SECTION 94 I mqo, . 7 e rd SECTION CONDUITS AND RACUWAYS PART I, - GENERAL riti'� "r' ir:' ,•�, 4 I• .Its A�. DESCRIPTION. Division. ! and Section 16015 apply to this Sectir.',i. Provide conduits and raceways aG indicated, specified, and required. Work In This Section. Princirial items include: Examine all other S'sc"ions for Work related to those other Sections and required to be included as Work under this Section. Coordinate all Work in this Section with related trades. Conduits and roc:eways. Verify all dimensions in the field. PART 2 - PRODUCTS MATERIALS Rigid Metallic Conduit aril Fittings. Aluminum or steel that is hot -dipped galvanized or sherardized both inside and ovt, with threaded connectors and couplings. Electra - galvanizing is not permitted. Electrical M:"tallic Tubint (E.MT) aril Fittings. Tubing of high-grade steel with exterior protective coating of zinc, applied by the electrogo Ivan iz&d process. Interior of surface touted with aluminum lacquer or enamel. EMT shall be dipped in a chromic acid bath to chemicclly form a corrosion-resi:,tant protractive coating of zinc chrornate over golvaniLPd surface. Fittings shall be water:ight compression type, wrench - tightened connectors and couplings. Alumitvxn Ccnduit. Standard weight us manufactured by Reynold+ Aluminum Ccmpanyo Kaiser or Alcoa. Flexible Steel Conduit. Manufactured from single strip steel galvanized on all four sides prior to conduit fabrication. Flexible Cnxtiduit Corrrr;ctors and Couplings. Die-cast fittings of the type that screw into the inside of the conduit with threaded ridges at 90 degrees to the fitting bad)' to insure a force fit, equal to D & H Electrical Comoony. Flexible i_igwidtirght Steel Conduit and Fittings. Manufactured from single strip steel galvanized cn all four sides prior to conduit fabrication with an extruded polyvinyl chloride cow:r and liquidtight fittings that provide positive grot'nd continuity. Rigid Plastic Conduit cr-d Fittings. Heavy wall, virgin polyvinyl chloride Schedule 40 with self -extinguishing additive and confcrming to UL requirements. 95 n6M . /4 J. IWO, 1 XWA� A1 I U F�l I rF I I u t .___ . - - - I - I , L,'e . ' . 1. t - -, . - . .- - . . U. J PART 3 - EXECUTION GENERAL. The sizes of the conduits for the Ycrious circuits shall be as indicated on the OrGwing.; and as required by Code for the size and number of conductors to be pulled therein. Code requirements shall prevail where fill is not shown on Drawing. 4 Open ends shall be capped with approved manufactured conduit seals and kept capped until ready to pull in conductors. Where running thread connections are necessur-, ( r''' '' "'"a'`�' only approved manufactured conduit unions shall be used. Do not embed aluminum conduit In concrete or masonry construction, nor electrical metallic tubing in sicbs on qrcdo. RIGID METALLIC CONDUIT. Use for all sizes where directly exposed to wetither; where subject to abnormal conditions (L" neOTI COMI MOISTuret humidity, fumes and 1 1#� . " . W,4,.1 4 1 z 1 �41,14 t , .? 1 hazardous elements, where installed below 7-h feet in areas where subject to mechanical injury. Bends in Conduit I -An and Larger. Use large radius factory -made bends or field fabricate with a power bender. Cut Thrt':,s on conduit to standard toper and to a length such tha^, all bare metal exposed by the threading operation will be completely covered by the couplings or fittings used. Securely tighten all threaded connection.-,. Union Fittings. Where required, use only approved conduit unions. Running thread V joints are not acceptable. . Reorn ends of all conduits. RIGID Pi-ASTIC CONDUIT. Use for all conduit installed underground. Make all fittings in plastic conduit watertight with approved solvent -weld cement specifically manufactured for the purpose. Apply heat for bends sc that conduit does not distort or discolor. Use a spring mandrel as required to assure ful! inside diameter at all bends. ELECTRICAL METALLIC TU31NG (EMT). Use for all trrde sizes in dry !ocations, except where rigid metallic conduit is required or indicated. FLEX181-2- STEEL CONDUIT. Use only where indicated and for short rnotar vibrating equipment connections (minimum 3611 long); for fins! connections to lighting, fixtures from junction or pull boxes lengths no? to exceed 72", and for connections to lightiog and power "Iransfori-ner anclosurles. Provide liquidtight type flexible conduit with separate str.:,nded copper equipment ground conductor for connections in mechanical rooms, areas exsed tn the weather, damp locations and connections to transformer ninclosures regordleas of location. , INSTALLATION. 4 SvPpiart Conduits I" and larger wilh pipe clamps either suspended from structural slabs with a rod at least 3/811 diameter with adjustable end and pipe ring, or mounted on wall from preformed channel supports. Attach to concrete by ioserts or "red Head shields". 'ithoo'king into concrete will be acceptable if the Architect, union and local code authcrities permit. Where two e- more conduits 1.42" or larger are suspended from ce0ing, use trapeze -type hanger from rods. A, 41 96 "VK V 7 'Al ,Y ' " r P 1 V '�•r',: 4 �t p,r r r i•'Iev ,,.�y Fi 1e, • tri+' y ' 'qr� ' I t� in of i v t I •�, , cc fu Vi ou ins r ty/. ''r . f• I to r' per te To lac en cle mo .+.'..;: Flu an <... oth V. !.'..W OV vib 'Orr.beser .. __.._... . ._. .'__....w ... T-:. ..... ..�.._. _. ., v.,., ;l 1• ,'Ire ,,........".. .. _. Se � r on d Qetxis rmly Support and Faster Conduit in Place. Support rigid metal conduit and ectrical metallic tubing at maximum intervals of 10 faet and within three feet of ery cutlet box, cabinet and fitting. Support flexible metal conduit at maximum tervals of four feet and within 1211 of every outlet box and fitting except for lengths not over two feet at connections where flexibility is required. :ure Exposed Conduits Runs on Concrete, plaster or other construction in place with se conduit clamps affixed with metallic expansion anchors or toggle bolts and dmium-pirated machine or lag screws. Securely Tie Conduit Runs Above Metal Channel and lath and plaster callings to the rring members with No. 16-goge galvanized tie wires spaced not over four feet part. Dv Not Strap or Fasten Rigid or Electrical Metallic Tubing to Equipment subject to bration or mounted on shock -absorbing bases. latinq Fittings. Use on all conduits where entering pull boxes, junction boxes, tlet boxes, cabinets eind similar enclosures, raid for all signal and telephone conduits minated in cabinets or backboards. diits Terminating where termination subject to moisture and/or where conduit retrates exterior wall or roof shall be sealed with OZ scaling bushings Series CSB. Ian or Polyethylene Rope. Provid-: a nylon or polyethylene rope rated 250 pounds nsile strength in oil conduits more than five feet in length left empty for future use. g all empty conduits at each accessible end with a tag identifying the purpose of the nduit and the location of the other end. In wet, corrosive outdoor or underground ations, Use brass, bronze, or copper 16-gage tags or lead tags secured to conduit ds with No. 16 or larger galvanized wire. Inscribe on the tags with steel punch dies or and complete identifying information. x=ion and Deflection Fittings. Provide where two rigidly support conduits may ve in relate' -in to each other at expansion joint crossings. sh-Nkxmted Panels. From each panel which is flush mounted in wall, stub from top bottom cf the panel a minimum of 4-3/fir" conduits to the nearest ceiling spare or er accessible location, and cap for future use. epemleint Support. Provide for all conduit rising from flog. for motor connection if er 2411 above floor. Do not support to a motor or ductwork which may transmit rntions.nd andiits I" aSmaller which are installed above dry type suspended ceilings shell not secured to ceiling support wires. Support independent of ceiling suspension system. aril Offsets. Keep in conduit runs to an absolute minimum. For the vutilities, make large radius bends to meet their requirements. Replace all armed, flattened or kinked conduit. END OF SECTION '1 i. i, •' 97 vfe;: ij 'y 'rr }jy 'r�• M J�,� 'f yeti;' ilk �,y,5, rl'''IY •�M S8 A�1, • 'ZI ...ter.._.. .. ran .'1.. , r.,. r .•.r•--._ .. ._.__..... r Ir ll�'t i�.:l .,:t , rww••..... • ' +1.. , , j'�,L�,i gyp.!! �4 1 " 41' A a J'a Yl4• .. SECTION CONDUCTORS PART I - GENERAL DESCRIPTION. Division I and Section 16015 apply to this Section. Provide conductors as indicated, specified, and required. Work in This Section. Principal items include: ii� 'J. Examine all other sections for Work related to those other Sections and required to be included as Work under this Section. Coordinate all work in this Section with relatea trades. Verify all dimensions in the field. Conductors. PART 2 - PRODUCTS MATERIALS. All conductors shall be copper, unless sp,--cified otherwise. Cmiuctors l'Iib. 10 AWG and Smaller. Solid or stranded Type TW, THWN or XHHW unless otherwise indicated. Conductors No. 83 AWG and Larger. Stranded Type THWNt THW or XHHW unless otherwise indicated. For Conductors Installed In Areas Subject to Temperature exceeding 1400 F, or including terminating in incandescent light fixtures and installeJ through or into housing containing ballasts, provide Type AVA, RHH or THHN- For Conductors Installed in Exposed Conduit outside of buildings and conduit within or just under roofing materials, provide General Electric Company Vulkene. Control Circuits for Mechanical Equipment. Use 600 volt Underwriters' Type TW conductors except where subject to abrlarmall;r high temperatures such as on or near boilers. Under 11hese conditions. use Type AVA. PART 3 - EXECUTION INSTALLATION. General. All conductors shall be new and ,nall have been manufactured within 12 Ill 1, 41. J'w'. months of the crate of delivery to the site and continuously stared where protected 14 from the sun, heat, or weather. Kr Deliver all conductors to site on their original cable reels or in their original unbroken packages. Identification. Provide till conductor packages• and cable reels plainly marked or togged with Underwriters' labels, AWG size, voltage rating, insulation type, type of stranding, manufacturer's name, trade name and month and year when manufactured. 98 ....... --, I, I.f lillk? - — 11— 1 1 — 11 . 1.....'t I;- . "'.1, ill 1 1.1'.1 — ILI in , , 4. r U ,• w ,,,, •.e �........ .. 'i-:1'r::"1.Y'1.I•a,.w.....mar•,w.i•.��....r..,..�.�......_....: •..:�.a.w..•1�,+A/:�.. r."' f a h', a�".' �' w • r• h 600 Insulntion Rating. Provide all conductors used for power, lighting, signal and fir'" •. communications systems (operating at 600 volts and below) with a minimum insulation ' y ' rating of 600 volts. Minlin mn Size of Conductors. No. 12 AWG, unlcss otherwise indicated. Color Code. The following color code prevails for at branch circuits: 'rJ ' Neutral White Ground Green Phase A Black for 110/208, Brown for 480/277 Phase B Fled for 120/208, Yellow for 480/277 Phase C Blue for 1201208, Orange for 480/277 ' Identify All Feeders as to phase or leg -in each panelboar with printed ioentifyino ' '; tape. ; .. ; Color Code All Branch Circuit Wiring. Each phase shall be the some color throughout ' .• `, the system a shall a cliff r co f p s The identified or and b n different for from the other phases. neutral conductor shall be white. Conniec?ors. Make branch for #10 AWG „ all circuit and fixture joints and smaller wire ' �' 9- wit UL-approved connectors, listed for volts, approved r use wit cooper on /or aluminum wire. Connector body shall consist of a cone -shaped, expandable coil spring insert insulated with a n !on shell and two wins placed opposite to each other to sere " as a "built-in" wrench. Shell shall be molded one-piece as manufactured by Ideal , I " Industries "Wing Nut" connectors. Branch Circuit Joints. Make all branch circuit joints of #8 AWG and larger with screw pressure lugs made of high strength structural aluminum wire as manufactured by lisco, T & B Burndy or O.Z. Companies. Tape All Connections with non -insulated type connectors with half -lopped rubber type tape, to I-l4 times the thickness of the conductor insulation, then cover with Scotch '.No. 33 Tape. ' Ermxh Circuit 1umber. Each circuit must correspond to the branch circuit number "'".:'' ?' 1' •'r;'•:.'.'. " ^ indicated on the panel schedule shown on the Drawings except where departures are approved by the Architect or the Owner's Inspector. Control Wiring. Conform to the wiring diagrams shown on the Mechanical Drawings o and the manufacturer's wiring diagrams to control the equipment in the manner specified under the "Mechanical" Division of the Specifications. Color coca all control r,. :it s Sr t, wings. ti } I , �• Tag All Conductors of power circuits and the various signal and sound systems, such as t fire alarm, phone, etc. Tags shall be pre-rnarked, self -.adhesive wrap -around cloth a4Arl,y,�+;9J . • Type E2 Coder, Grady "Derma -Coda" or equal. Conducturs shall be tagged in each r k.'{''.•F junction box, pull box, wire•way or auxiliary gutter and at each device, motor outlet, r,nelboard switchbourd or other conductor termination Tog shall show feeder rlll;ill ` number size, phase anal origin. 99 Af,;i. 'r4 �y(�y7{t'r s.»...,,.--.. _. .._._. ,. .. ., .... _... .. _...._.__. _.._.. ."'I/. ,. .'.•» ,..v....+ar+PfJ:,+1i/{�j� �I Kkr Y , y OF ^r r, 14 ..... ..... Magger Tests shall be taken on uil feeder conductors and an all conductors for motors over 15 HP. Tests shall be made in presence of Owner's authorized represeritotive cr.d prior to connection of equipment. Written reports of results shall be submitted to Architect. Conductors testing below manufacturer's standards shall be replaced. Wiring Within All Equipment Enclo3ures shall be neatly grouped {and faced or toped 1.14 Nel�'i together. END OF SECTION "i. Ik V., ky M, lt 1-V It j, V�Oi�o I.Yi 100 7, 7 "a 4. r r 4 0 I . 1., ,rrls't,r�.,j eVXM,' r. ,w's • • r,.�. F-11 Lj A ' �'+•r, ire •..'Jrlal F�„, f•M91a71f+7Y�.`�er:.��e..........__.. _ ... .._._ . _.._......1 _ ...- r; .: t e..,.______.. - . _...r r. . �nr.•..: • �.........--- -- •- ___..r _-...._..._....�_-__. _ ...'..La'.:..: r� r1 SECTION OUTLET AND JUNCTION BOXES PART i - GENERAL DESCRIPTION. Division I and Section 16015 apply to this Section. Provide outlet and Junction boxes as indicated, specified, and required. Work In This Section. Principal items include: Examine all other Sections for Work related to those other Sections and required to be included as Work under this Section Coordinate all Work in this Section with related trades. Verify all dimensions in tl•e field. Outlet and junction boxes. PART 2 - PRODUCTS MATERIALS. Outlet Boxes wtd Covers shall he pressed steel and plugged holes, t nd shot! be hot - dipped galvanized at- sherardized. All boxes shall be of proper code size for thu- nurnber oi wires or conduits possing through or terminating therein, but in no core shall any box be I4-ss than 411 srucre, unless specifically noted as smaller an the Crm--inys. Boxes in concrete cr rnmonry ;hall be the type specifically designed for the purpose to prey ant cntt ancr_ of concrete and to permit pla_crnent of box end ccndui t with displacing r;infc,,cinc steal. For boxes concccled in walls or ceilings, provide_ the solid gong, galvoniz ^_d or sl;ercrdized pressed st el knockout type. Outlet boxes shall be used a, pull bo:<25 ,iherever possible one, junction boxes or pull boxes "hall ` :> installed only as required by the Drawings or Specifications, or as direc:t,�d. :sectional bo;ces shall not be used. Licht Cutlet Boxes si-,rill be equipp -d with tixtur'_-supporting device, as required by the unit to be installed. E�qj jzcd Boxes in Macimical Arr_u3 and to Weath,:r shall be case metal .,,,-athe:prnof, with grounding terminal, threaded hubs and gaskets. 1"elcp.:r-.ne Outlets shall be a minimum of 4-1/161, square x 2-1/6" deep, or as required by company. 4. iwitc h Outlets. Use solid gang boxes for three c,r more switches or mounting be'iind a common single plate. PART 3 - EXECUMP-1 INSTALLA,'riort, General. Provide all boxers necessary for proper installation of the electric -cal wrrk in cemplienc:a ti4;itli coders and -egulatians. Miere required box is not shown on the f ' - , t t Drawings. This shall not be construed to permit the elimination of tFe box. Locoi.:a required boxes which are not shown on the Drawings as directed by the Architect. Se )re R--cemd Boxes for Ceiling Outlets with galvanized steel bar hangers, specifically manufactured for the purpose, to ceiling channels with 18-gag e steel wire. Single Gang Wall Outlet Boxes located at metal studs shall be screwed to the stud with sheet metal screws. Single or Multiple Wall Outlet Boxes located between studs shall he secured in place to bar hangers running between studs. Nails shall not be used to support outlet boxes. Secure Recessed Pressed Steel Boxes In place with steel hanger specifically manufac turgid for the purpose. All securing to wood members, including hangers, boxes or other equipment shall be by means of Type A, cadmium -plated, 111-iong sheet metal screws with pan heads; fully or partially hammer -driven screws are not permitted. Nails through boxes to studs will not be accepted. Extension Rings. Use with blank covers for r-naking exposed conduit connections to flush wall or ceiling boxes. For Boxes Not Specified or IrWicatedl use boxes and mounting height as required by equipment and recommended by equipment manufacturer. r' , For Outlets Flush in Exterior Walls, use weaihrproof joints and connections all around. (; Circuit Devices. [)a not locate outlet boxes not containing a circuit device in any public space. Place these boxes in storage rooms, electrical closets, or above accessible ceilings. Boxes Exposed to Public View. Place boxes which must be exposed to public view in a location approved by the Architect. Provide covers or plates to match adjacent surfaces as - approved by the Architect. 4- Covers for Flush Outlets shall finish flush with plaster or other finished surface. Emergency and Normal Circuits. Where both emergency and normal circuits feed a single light fixture, provide an outlet box for each system. Boxes Installed in Concrete. Provide the type specifically designed for the purpose to * p7-even t entrcnce of concrete cnd to permit placement of box and conduit without dispiccing reinforcing steel. Size. Use boxes of sufficient size to legally accommodate oil devices and conductors contain2d theiein. Use no box smaller than 411 square by 1-Y211 deep, unless otherwise indicated, except that box at the end of a run that contains a single wiring device may be the "handy box" type of depth not less than 2-1/8". TW14 'V is t� e V 0 A yyyyc,n� 0 M Y AA r t,`r! . f 4 5 F:rf ew 1 7 r. ,w S. d 1� 7 • a �r • a. k a, y r tr Accurately Place and Securely Fasten all outl9rt boxes to the structural members. In concrete or piaster construction, set reces:ed boxes so that the front of the piaster rirts, 1 finished surface. Set all recessed boxes in other tMes of construction so that they or front of the box for those piaster ringis not more than 1/411 behind the j J fronts are flush with the finished surface. Where these settings are not achieved, provide a 24-goge or heavier galvanized steel I=nor to come flush with finished surface. Approved Fact � �Y-N+ack knockout Seals. Provide in the boxes where unused knockouts are not intact. Provide recessed threaded plugs in all unused hubs of cast boxes - Label the Cover of each accessible junction box with panel end circuit designation and function. END OF SECTION 1U3 f - ., • � � yJ. M ' •! `r?•rira �r . w y11J ; nr ' • � ;fir:%�.'^r�, .. � • �• r �i4 ,,��r . r ' • T.E rF+r ' . r.r• FVfthir.0 r.r•r....�......-... �. 1Sr '' r 1�•S ;rrY,gt wr�r�r lV '•11 � � •fit I f�r ,. r ••i ..#,. I tip. r;;:.; i.' • ' '} `i R'f ' 1' 1 4 I r 1'I I•.y " ._ .,. �__ .._ .. .•a"................._.. L.r.-..... . I . .. 'I' .'r ' i"I"rlg.:4"S!r^+Y'.'s'''If.�{s.�'1?l.S:'P''+R!7I ':' 1 '1• , •1 f JI ;,, I, SECTION Y ...mow......--.. ' h •' f� LAMPS s P L F H C PART 1 -GENERAL DESCRIPTION. Division I and Section 16015 apply to this Section. Provide lamps as ndicated, specified, and required. Work In ' his Section. Principal items include: Examine all other Sections for Work relating to those other Sections and required to k t included as Work under this Section. Coordinate all Work in this Section with related trades. Lamps. ART 2 - PROOL CTS AMPS. Lamps shall be new and of wattage and type indicated or as required for the particular ixture installed. ncuixiescent Lamps shall not be used on circuits with a voltage greater than 120 volts. ncand'escent lamps shall he 120-volt rating, 10,000 hours, long -life type, with medium base for lamps 200 watts and smaller, and mogul base for 300 watts or larger except as oted on Drawings. luarescent Lamps shall be "energy saving" rcpid-start type as indicated in fixture chedule. All lamps shall be warm white except cs noted. Length of lamps as shown n Orowings. .P.S. (High-Presx)re Sodium). Lamps of type and wattage as shown on Drawings. 1anufacture. Lamps shall be manufactured by General Electric, Westinghouse, or ylvania. ART 3 - EXECUTION 45TALLATION. Wall lamps in all fixtures. lean all lamps after installation. eplace all lamps used during construction with new lamps, prior to final accmtance f project. END OF SECTIC r (1 • x • Iy' , Ian Ir c• 104 �rtr•. Q���.{��' r.i'sl •.J � � r� �:,. sk'•�t M- 1 E.� +b{'ha+tt�,'" ' ri w�.: nti�r ee+'i . •fir+r . • '� ���j N�,'rt+r �1 � Re �iGwh •A. Y�i.l fi�e. ��Y�rl�A ti!r''� vx'• H 1 A'i A. • 1'',r Iw�r�'!d•:.............«--.....____ ..._.�..«. ., r.�+tl �:'.r"7:.. ...__. ._.. ..v.r.. ..t�an,..�....�.....�—..w.... ... .. ..r._:_...,..._..... _..., J...:rr:+�F���1 SECTION LIGHTING FIXTURES PART 1 - GENERAL DESCRIPTION. Division I and Section 16015 apply to this Section. Provide lighting fixtures as indicated, specified, and required. Work In This Section. Principal items include: Examine all other Sections for Work relating to those other Sections and required to be included os Work under this Section. Coordinate all Work in this Section with related trades. Verify all dimensions in the field. Lighting fixtures. PART 2 - PRODUCTS FIXTURES. Lighting fixtures shall have all parts and fittings necessary to completely and properly d L. Ilb ' df I I t .144 Install the fixture. A11 mean escent fixtures s a e wire rom out et to so, %e w. .,;:;. we W.4 #14 AWG silicone rubber types or Underwriter's type "Al'" or "CF11 fixture wire. All•.�, r r Y J. :. S�4 `� r• w fixtures shall be equipped with !amps or the size and type specified. LIGHT FIXTURE: Halo H-242 Compact; Florescent Housing 2-13cv tubes ....... „ All fixtures of one type shall br of one manufacturer and of identical finish ^nd ' appearcnce. + ,� ,,k • .'r,tr' , Complete units cnd c11 electrical components fot H!D, flu. rrcent and incondescent fixtures shall bear the Underwriters' laboratories, Inc. MEWIcbtls and Electrical :� �; ,'..•, Testing Laboratory. 1 �� � I Fixture types shall be as indicated on the drawings. However, if the type of fixture is no' shown, the• bid shall be bcsed on the installation of fixtures specified in other similar area,. +• '' .��: • Fluorescent fixture housing formed for rigidity shall be 20 gage minim --in. Fluorescent I "t?'•�°�, t'��','!' Ilixture housing unformed and unr!inforced sliall 5e fabricated from 16 gage trinimuni. All joints shall be machine welded to provide o rigid unit not subject to twisting or racking. Fluorescent socket.:r shall be heavy-duty twist type. Housing shall be factory ry:' finished after fabrication v: ith boked-on enamel or equivalent. Wiring channels shall be free of projections or roug % edges and completely smooth, '?,+,'„'' r' . ``°, t :'fe, All latchl:s shun be positive octing, o 'er center, snrin;i-actuated typC constructed of �:i " '': . steel or .ast a!uminurn. Latches constructed of plastic, sheet metal or pot metoi will � not be acceptable. latches sholl position diffuser tight to housing to or -event light '' • ' �: G' '± ry 1 I�FI 105 ,}�yj��r• .j. leak. All latches shall be guaranteed for 500 cycles of operation without failure -or wear out. Latches shall give positive lock -in or include safety chain to prevent falling -ills, of louvers, diffusers or lenses during seismic shock. All pendant -mounted fixtures shall be rigidly mounted to a Unistrut Channel, supported from the building structure. Where acrylic plastic is specified, use 100% raw virgin acrylic plastic meeting the ASTM Specification for methacrylate molding compound equal to Rohm and Haas "Plexigioss". The raw material used must be of the quality to exceed IES-SPI-NEMA Specifications with a minimum requirement of 2000 hours of exposure in a Fade-0- Meter uid not exceed three units of yellowing. E.T.L. report to be supplied confirming above requirements. Housing for recessed incandescent fixtures shall be 18-gage steel minimum or cast aluminum. All joints shall be machine welded. Fixture shall be factory -finished after fabrication. Recessed incandescent fixtures shall have a 411 pull box permanently attached to the piaster ring so that it is accessible when the fixture trim or reflector is removed. Fixtures shall ')ear Underwriters' label of approval for the wattage indicated and shall be approved for through wiring for number of conductors ,. cwn on drawings. Connection between fixture cod pull box shall be of sufficient length so that when the fixture is dropped the pull box is readily accessible. ...... .... All exposed metal parts of exterior lighting fixtures shall be stainless steel, anod ized aluminum cr have 4 mil zinc coating applied after fabrication and before finish. Screws and fastening shall be stainless steel. 'A I PART 3 - EXECUTION INSTALLATION. All fixtures installed in gypsumboard ceilings or plaster soffits shall be provided with metal frames. Fixtures in concrete !:hall be steel housing with buturnastic point finish. Fixtures shall b#-- compotiL le %,4ith type of ceiling. All adjustable fixtures shall bh aimed and set to the satisfaction of and in the presence of Architect. Verify the weight and mounting m-_:thod of all (Ilecoictive fixtures cind furnish and 0 instal', suitable' supports. Fixtures --,-eighing more than fifty pound:; 5h-.;Il be supported independently of the outlet ox. Upon completion of the ins'n1lotion, oil fixtures, lenses, diffusers and reflectors shall be cleaned to remove plaster, dirt, dust cod handling mark:. Installation of recessed fixtures shag! include inlependent support wires of steel cable to the supporting building structure at diagonal corners of _,ich fixture. Wires to have 1/4" slack. f. J 0 All lighting fixtures recessed in a ceiling which have a fire -resistive rating of one hour or more shall be enclosed in a box which has a fire rating equal to that of the ceiling. The space from the fixture to the enclosure shall be c minimum of one inch. END OF SECTION fl�,7 NOW, 0 26, 1992/fdD& m. EIN.LE: Tuesday -May `.A ENGINEER'S ESTTMATE: $73,150 ..._. � tr r RECEIVED BY: loblp PRO,TFCP ENGUMM Dm 1\ iding, Main At Walnut; C—C-8'5 jC j;EsTRm-,,, main Prcxmnado Bui JOB TITLE AjTD CC hUMBER: PU13I ;Z1 TOTAL P140= BIDDER'S NME 1. A-11 i ed En and construction 2- Arc -ashen Construction 3. cop-ztrL1ctjon Service CaT, 5. mah-, COnStrUCUCM 6. P. J. D. C2ma � ny U. SruthnciuiEe Concrete _9� &,,4--?. 00 LL-tL: 9. j.,rarji C:C;.-;1,--ructicn P kiI I -1 ' �mll[ l S?>\�b'0F Or: (his 28t6 ,/n�v/___�o� �y 92__.6efonro/o mory y- yhrcyn,�nni '--' ---'--'—'----''--------------— .^N/�«,) /'uNSc l�_B noon8)h,^vn/vm,/v, trdlo/ormn,hc ' »«:` of s«x's/«c/'`ry «'o/'/«Cr/ too' rh, 'l/r'/rx.9'��,- F�,', of the Tioxrxnx.r|n/ l'rpx/|,r Insurance � (�`nqx:/yo ov�ch'''nrthat h,,^b/wtU\n/rhr000'"°//6.']'nm,,m,,i,xP:omirrInsucuure [:1x`ym(y thereto and his Own ^ trite nx^1rmm(?4o-Fa''r 0� | i --" - �� /'x���/ j � ------ . 77 � '/'/ir v v/, /�r/ , (\nor" v�.-� � . ' _�— ' . n«nKe .�/:/r,� Cn]2foroiu 30272 385 � ~- — Ike q TTransamerica Insurance Services Vi J Transamerica Premier Insurance Company Home Office: orange. Camorn-a Proposal bond KNOW ALL MEN BY THESE PRESENTS, Bond no. Arcashen Construction "•P �` '�` ha t we a f in f 0 ..J ... I he s Principal, and the Transamerica Premier Insurance Company, a corporation under the laws of the State of Cali. ornla, as Surety, are held and firmly bound unto —City of Huntington Beach - (hereinafter called the obligee) the full and just sum of T9K FERCEW OF THE AMOUNT OF THE BID NOT TO EXCEED $11, 000. 00 or the payment whereof in lawful money of the United States, we bird ourselves, our heirs, administrators, executors r successors, jointly and severally, firmly by these presents. WHEREAS, the said PRINCIPAL has submitted tho accompanying bid for Building two restrooms in pre—existing gar:.ge i411V,THERr-,F0'RE, if said contract he awarded tothe Principal and the Principal shall, within such time as may esppcified,entei into the cootiact in writing, ard give bond, with surety acceptable to the Obligee for the faithful per- )rmanca of the said Luntrart, then this obligatir-nshall bevo'ld; otherwise to remain Infull force anti effect. Provided, owevei, 0i_it if said contract is not awarded v.,ithin 60 day,, of IhF.date of bid opening, this bond shall be void and of no )rce and affect. Sify,,c 1 and SealQd this 26th (Jay of Mav 97. Arcashen C=structllon Pnrcrvl By: Transamerica Premier histiranco (7.ompmny I By Les H. Mantle Attomty ri fa-1 . d "pk I U I e . P TPAijSAMEPJCA SPECIALTY INSURANCF GPA_ 3470 ft. A*vw Q AtbTW vulid on� it nanLwred in red Transamerica Premier Insurance Company General Power of Artorney Administrative Office: Orange, California Krrjw All Men by These P!esents, That Transamerica Prernier Insurance Company, a corporation duly arganiz—od and existing under the laws of P 1, the State of California. and having its administrative office in Orange, Orange County, California, does by these presents make, const4ule and appoint IES M_ JUNTTY of FULLREJON and State of CALIFORN A its true and 13wful Atiorney(s)-in-Fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver ij .4 A. t? pff 42" CONTRACT.' BONDS_ -(&. A. GUARANTEE AGREEMENT) — WIJIUM PENAL1Y $350,000,00-- OTHER CONTRACT BONDS — HAXIMUM PENALTY _JJ0,,OOO,OQ ALL OTHER BONDS — HAKIMUM PENALTY $15,000.00, %X "THIS POWER OF ATTORNEY SHALL TERMINATE AND Dg OF NO FURTHER EFFECT AFTER I ,DECEMDER- 1. 1993" and to bind the Company lheieby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate seal at the Cam and duly attested by its Secretary, hereby ratifyirg and confirming all that the said Attorney(s) -in Tact may do in the promises. Said appointment is made under and by authority of the following resolution adopted by the Board of Directors of the Transamerica Premier Instirance Company, at a meeting held on the 412th day of June, 1984. "Be It Resolved, that the President, any Vice -President, any Secretary or any Assistant Secretary shall be and is hereby vested with full power and authority to appoint any of more suitable persons as Attorney(s)- in. Fact to represent and act for and on behalf of the Company subject to the following provisions: "Section 1. Attorney In- Fact. Attorney -in. Fact may be given full power and authority for and in the name of and on behalf of the Company, to execute, acknowledge and deliver, any and all bonds, recognizances, contracts, agreements of indemnity, consents of surety and other conditional of obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder, and airy such instruments so executed by any such Attorney -in -Fact shall be binding upon thiti Cuinpany as if signed by the President and sealed and attested by the Corporate Secretary." In Witness Whereof. Transamerica Premier Insurance Company has caused these presents to be signed by its VTC> PHFqTI)ENT and its corporate seal to be hereto affixed this IIST day of OCTOBER ..a I,- A.D.. 19 91 Fee' IFIANSAM RICA PREMIER INSUFI�ANCFMY—_,, L) ..... F C OL W. 7 E U B y State of California JULY 1, H0 SS.: County of Oranga On this 3 1 ST day of OCT09ER—_ in the year 129, before me CAROLYN A. AVANZINO . a notary public, personally appeared EIAINE STEVENS personally known to me to be the person who executed the within instiument as—VICF PRESIDENT on behalf of the corporation therein named and acknowledged to me 14ol,Me, . CrFiC!,,: SEAL C11 ,-ROLYNI A WN.NZINO ?I ';5LiC 1 .11 Ni!, -7t litsc t-ii `,^f ir4 y PUDIIC Lqlio. f6ly 6 lua, 1 994 1. Me undersigned Secfela y i s nella PI I1011� I itillw"ralln, e onipaq hereby certify that the above and foregoing is a full, true (an.cl copy of the Oirig0al Power of Attorney issued by said Company, and do hereby further certify Ih3l the said Power of Aitomey i.; still in force and effect, And I do hereby lurilict certify that the. Certification of th;s Power of Attorney is signed and sealed by facsimile under and by the authority of the following resobl'.on adopted by the Board of Directors of the Transamerica Premier Insurance Company al a meeting duly called and held on the 121h cf June, 1984. and that sm:J ieSWUMI) has not been amended or repealed. 'Resol,,cd. that the signature of Oic Secretary or any Assistant Secretary of this Corporation, and the seal of the Corporation, may I)e affixed or printed by f3MMile to any ceitilicaic to a Power of Attorney of this Corporation, and that such printed facsimile signature aria seal shall be valid Ind bindog upon this Corporation.— GIVEN un6cr my hand and the seal c; said Company. this 26th day of May 19 92 THiS POWill OF ATTORNEY EFFECTIVE ONLY IF ot ATTAC40 TO 1099 No. TH 2713579--, ;retary 2002-113 5-43B X 0 T M �S� r., I ' MMw,wr1 1 ��4�!!4'1aaw...»..._._._._._.__....._r...___...�._.___.__.......,.... ._ . [ , ...- .., . .. .. , . a t•"�M_l+trr•�; :Y,hi�+.'cs �v_�•t:h.;y+l:"'tJl BOND '10. 0196 American ican 13011L1111g CU11a11iltly BID BOND (public Works) ��—w�•---wwMw—w— ►O---"M m—M--------- m--------------------,------ w—w-----rw.�• KNOW ALL MEN BY THES9 PRESENTS, that we P & M CIONSTRUCTICN 27212 HiDOEri TRAIL, LUAM HILLS, CA 92653 hereinafter called the Principal, and AMERIC.'AN BONDING COMPANY hereinafter called eurgbYr are held and firmly bound unto CITY PF M&020M BEACH 2000 .MAC j"CnMW HEAaj, CA 92648 hereinafter called Obligee In the amount of SEM THOUSAND MR HUNDRm D**7,400*, ) for the payment of ";hi';!; n Pr c pa an uret;bindrthemsel' lve !heir a rs executors, administrators, eueceeaars and ansigna, jointly and severally, firmly by these presents. WHEREAS, the principal has submitted a bid fort g — BJILD=, h1P4W4,MN BEACH, CA. HOW, THEREFORE, if the obligee shall accept the bid of the principal and the Principal shall eater into a cont.racl• with the Obligee in accordance with the terms of such bid, and give bond or bonds which may be specified in the bidding or contract documents within such time as may be specified (but in no event later than 60 days after such award) with good and sufficient surety for the faithful performance of such contract and for the prompt J7ayn(ent for labor and materials furnished in the prosecution thereof, or in Elie event of the failure of the Principal to enter such contract and give such bond or bands, i the principal shall, pay to the Obligee the difference not to exceed the panaltt hereof between the Mount, epmc.fied in said bid and quell larger amount tar whi the Obliges may in goad faith contract with another party to perform the work t covered by said bid, then this obligation shall be null and void, otherwise tc remain in full force and effect. SIGNED ANn SEALED Till$ 21sr - day of MAY 19 92 - P & M CXX;,c'IRUCTICkI ' FrIncipa &ea AMERICAN DONDINC COMPANY a,�,•r , I , Vr•y (8-90) „, ' I ,rid � %' ,{.� '• HY 1 ' s PEM L. '.•.. ► At 'oX n Y- In-Plot R ',til ''r r• lily C'.{rr r..•r•-r' •. r-n 1. r•).T^ vl 1• rn'✓,;, t Ir-- •S' n .Ft r fiyyrr i� I 44 )x.,T, 1T.t 'yy�1 ' l Ir J,i W!y 41T .4 AMERICAN BONDING COMPANY TUCSON. ARIZONA 0487 N2 A STOCK COMPANY 4! POWER OF ATTORNEY AMERICAN BONDING COM PANY, alNebraska Corporation, having its administration office in the city of Tucson, State of Arizona. does herebv make, constitute and appoint as Att-)rney (s)-in-fact, with full power and authority hereby conferred to execute k A PETER L. CARR or DALE WILLIAMS or DEBORAH LIPSCOMB of Cerritos, V California ...... . . . . . . ltYt 44, VA N and -'eliver and affix the seal of the corporation thereto, if a seat is required, for and on its behalf as Surety and as its act and -it: any and all bonds and undertakings. recognizancrs, contracts of deed, all of the following classes of documentf. to law, indemnity and other writings obligatory in the nature thereof, which are or may be allowed, required or permitted by ic statute, rule, regiflation, contractor otherwise, for and single obligation, regardless of the number of instruments issued for the obligation. Z C This power is construed to be used for any and all bonds in an amount not to exceed Five Hundred Thousand ($500,000,00) - 20 AMERICAN BONDING COMPANY further ect-tirsts that the following is a true and exact copy of Article VII I ection o :;i 3. of the By -Laws of AMERICAN BONDING COMPANY duly adopted and now in force, to wit: F11- SECTION 3. All bonds, undertakings, recognizances or other written obligatiora of the ratporation shall be executed in the name of the corporation by the president, any vice-president, secretary, any assistant -secretary or 4 the treasurer, or by such other persons as may from time to time be properly authorized. The president, any, vice-president, the secretary, any assistant -secretary or the treasurer may appoint or remove resident vice. presidents, resident ass is Cant -secretaries, attorneys in fact, agents or uther persons who shall have authority to j issie and deliver bonds, undertakings, recognizances or other written obligations in the name of the corporation. ar The corporate seal is not nt ssary for the validity at any bonds, und.-i-takingf, or other obligations of the i: corporation. The signattire of i,, authorized officer and the seal of the corporation may be affixed by facsimile .. to any power of attorney or ccr ition thereof authorizing the execution and delivery of any bond, or undertaking of the corporation; . int. 'i signature and seal when so used shall have the same force and effect as though manually affixed. IN WITNESS WliEREOF. AMERICAN Bri. COMPANY has caused these presents to be cx.-ctited by its duly authorized officer and its corporate seal affixed. %it, St —day of April 1991 14 EA STATE OF ARIZONA COUNTY OF PIMA On this — 1st day of April Public, personally 1991 'ore . me a Notary appeared the above -named officcr,.f AMERIC/iN BONDING COMPANY, aLorpo. sown to me to be the person and officer who executed the above Power of Attorney on behalf of the corporation mi_ -ledges the corporation and acknowledges the corporation voluntarily executed the same. OVFICIALSFAL 'j, Notary Public DANIEL B. VAN KIRK NUCARYPUBLIC - ARIZONA MY Cornrninkn Expres Jon 31, 1925 CERTIFICATION I, the undersigned, certify that I am the Secretary of AMERICAN BONDING COMPANY, a*.%'cbraskb Corporation, and that the attached Power of Attornty remains in full force and effect and has not been revoked; a7d furthermore that Article VII Section 3. of tha By -Laws of said company a,, .r.t forth in said Power of Attorney, are now in iu,. I'V-iL:e and effect. IN TESTIMONY WHEREOF, I have hcreu i i t, i % n b. cubed my name and affixed the corporate seal of the said Company this 21 day of AY J-992— J, Scctctiir% (k.- 'I, Dn.?" 4,61.1' 4C :4 4 f 1111111 r 11 " M I N '1'•. 0* r. �y` f y ,rtr r �fl't#, ' �r �l Ir r VGA F,J jrr �4 f ' rf. �� 7 ! SIN;Y %' r,•". qb }�x!'9 KNOW ALL MEN By THESE PRESENTS, that we southpointe contractors, Inc. 0" Novel hot Amt PW Miter N l,;t tetti of taNfracurl 2946 E. Coronatdo Street, Anaheim, CA 92806 as Principal, hereinafter called the Principal, and Old American Insurance company, Inc. IMtn iolr,t Mol me" pre sown W 40 woo UI 1iNetI1 19200 von }carman, Suite 280, Irvine, CA 92715 as Surety, hereinafter called the Surety, area held and firmly bound unto City of Huntington Beach • "M ureNf IWI Imp* tee aft'ns a. WWI rich r1 O'-foh 2000 Main Street', Huntington Beach, CA as MPG, hereloafter called the Oblise'e, in f+e coin of Ten Thousand nine Hundred Dollars and N0/100 Dellam (S 10,900.00 ), for the payment cal which sum well and truly to be male, the said Pritxipawl and the said Surety, bind orretrlves, our heirs, executor's, administratan, successors and assigns, jointly and wrersily, firmly by these pre"nts. WHEREAS, the Principal has submitted a bid for tMm ,,,wt fall un,t. terns me osac►,otro+, of VOW11 Restrooms (II) (A)CC835) Main promer,ede Building (Parking Structure) Main Street & Walnut, Huntington Beach, CA NOW, IHEAIf0R1. If thR Oblip* "ll tccept the bid of dw Pr;,icipa) and the Prindpal shill ent91 isntlhe bnttrA t With the Oblise'e in aetordencft With the terror of such bid, And gim sut+ bond or bwwh as may be spec or Contract Docutin"M with pod and Wfrtef'ent sumt'r for the faithful performance of /vch Contra.! and for the prompt payment of labor and matenal (urnisl'wt'd in the prosec►'fron thereof, of in the anent of the (allure of the 9nnc:pal to enter such CantrFti and Ri+e such b+x+d a'Io++Qs. it the Prirx,pal shall pay to the Obdil;4 she diftionn-ce not to emceed the !.y&zhy htra4f h'ttwrtn the amount s"cifiitti to said bid sr*J suc tar jer Almunt for which IS? ^b' for rr'ly io rZC4 laic!► ctsntr' with anothtr party to perform the Work covtre'd try w,d b'' ' then this obl+patron shall `.,t null Af"i vry,d, utt trn4tSrt le rt+rerr. hil full 19rce &-A effect.., Sibned and sealed this 20th dray t)f may 19 92 ;r.)uthpointe Contractors, Iac,, _ (flnr+crpafl i 7ri11 , PRESIDENT B. ;7ttlAl, '7i ' NEV IV FACT Old Am-ericrsr`�If fiance G.° L.all Ittc. _ 7 ttlel h1ey�Attorney-In->^act Th�3a'Z AIA DOCUWMi AS" - MIO "'I) , AIA 4t • rtiRUA'(Y 11M E0 a JK AMlAfeAH ImfJITUTJ 06 AKC"1105, 00 M.Y. AVL, N.W., WAJMf%C1CK O, C 3Ur' '' it i`;{i�•'�C'I �,; + .. .., ,, r ' !?.; 'ra�rMl'"""'' n"•.,..................�_...,......vr,.,,xr.r,wr..,•....•.�•..,r- •r ,r•y„i. -,. .r:v.•wr,rar:rr� �,.,,__.,�",i!)GSt..,+gwPy'�l+kC.i�!•�i�i•' tFw"n�r`.W�L+ ' 4°+••„t;�';',"jfJ IJ", ''off 'r `_' ,•r' %;! ll+•;. 4411 r11 ` v �a•! f':\, rill, ', t':r,' ': 77���/�(.�'f`'yr '•i,' •. "� i . ,'' i . ?,y'.' ,`•'lilt prl f,l r .' ,. , ',�` x:.n _ �,'�, •I ,�;�l.:,.',add ri.II'��. a •`•r ATTORNEY -IN -FACT ACKNOWLEDGEMENT CERTIFICATE State of California SS. County of Orange On this -Me ±'% - day of -- �L----�---, in the year I ROM , before me, Robert E. Cagle, a► Notary Public, personally Appam ad \`lt lClhl ---- personally known to me (or proved to me on the basis of satisfactory evidence) to be the Ferscn whose name is subscribed to this instrument as the attorney in fact of -aVAI -0------- and acknowledged to me that h olshe subscribed the name of-��-----'-- thereto as principal, and tr#4/her own name an attorney in fart. A VI Notary signature%L----- QFPCIL *AL ROUW E. CAGLE FkAaty Pwk-ca Omit ORM4GUhV MV �::T�9 ECM 92. 19" t0ificial notarial seal) 4=4-04.VA7= - TO Z % V ?.%o%AD tAU I to(Z 55 (0 .�---7:7- ' � � ;, yw •�; .. d.� �• it �tiL;. 1FI j'} y.r •' ' .. .'Z.. 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AC;uit, t:>T:2 it(C fa:31, Say A:t,Q,;:yf 3l:urt::t uni::v:i': :.. • . . of a 0 and I. Qnt Or KCIZ arty ::8er(f y .:/?r r:l:(.,r-r ;r ;r r:t iciv IC ;t l"I r, v0vt fan !rt 1':.M! Ir,rg ,n:itrhell st it'-wl :htrtt0t. ' III TO tt foci ttis "fi o1 Y'1 !teed C' ::Si ::C 3s n'y A:t in: ct.Q to e•Q.+, VIM414, Atkrldwiw,d in. C.tnu airy cul. wse. Z;PQn:•t^.; :1 ae(trirt, ! ur,:f11. f:eumty. f:GfttMet. 1M..,.;t.:.^,3 .' ir,it. ni•;.b:.lrt of t7a"Si v w al the to 44: r::rtst UAW CM of Vol. tittnt C-1 X W.. of art' tltatt ram, s6icromfion of «a rtr u Crlr;.y. Py•a rrl .:n x' `h mutt :any. ere Of tamp, CA of u e : «. D:1,1 rat. *"fr"f rftv:,^.1 u wdt. firwat. t1t V49 o; t3Ml. t.d Or Ufa: 1. 1 t:;yt s:.silt:,:, »r :: r *:S!. :Qrntnt AMC ;sntf .8.1 .t:;:tt ter .1.r.•y pr'.: f•:C r.t, : t: : VIA( V4 :Ytm vior 11str:rMnts in Ar,trQ �' any lit, ; v :tiff 7: roll :t AMIsary C. CroAr ut We a<a:,:. . to, i::b p 1 le: wo Attie I Ir's Pl.:;! 4 .C» 3'1. '..1 .e S'.:CS :/ st.W;,tri 41C.N`if 41 1.. .:4x•. ;t (A -'a s•'i( f0`4i! .:; ... pm or •_•_ Ines iter the C it:'?f' v :' i:.:r 6::_ ;I IPt (Str:Y! d not A7Oit3t7tt ( Iris Ot ow Jul urt:.ut:•t:t its::::t lit t' ,'vtr trl are eta s^.per. •re'A w•.j .: ,r; :;. -s ;'ilfitttfi't TO FIFASV t EXEVJTtif3 MIS 00CUMEKT: Tw is an 1w.p —,,a::.g: sr::,:.r9. t:;.:.±rs - 4a:3;: 11 +ar of z":tnty. E:::,a.sicti.*g t1m. d%cj:: av:, Toll should klvm :test' t ?.at h;is: t. Tht• dnu;7~i). r, ni:) t:•e ; .:;c.t you desl,,.ate as put A t2mr, if, t.,t w4h broad atwul to no"". oispeh3. sr , ;a.:1411:i1. Er::c :: y:;r: y And to bertow raa,y sing gtur p.aEzrty As s:clir+ry lot Ice :::n. 2. Tease q:w:r. (:, a t 14: an :r.::.:aRa pd:d of 9.74 unless ru Ant: Ina;r n:k1 in IMS docuri Tyese pewees A.l C::, ' t to e.'a : Ma3t,::.::.) t7 r1 s, .':C.;ut;At dilatrtL'!'/ v Ili:1;: i. Tcu wt I:: 1; t l: rl,.:Z:D at te;aliniti tics prewar a' eRt M. 4 IItt:Cteia:";` . yx 1::,''::f:l t1:t y:'1 Gan-: ar.:e•:t:att. yt:r th:v('1:sk a :t::yer (d etptAfrl tt to y:u GIVINGANDGE ,VSNC4f:»^,y` hfaM.:.J42'.tt;:l:xtm:rdA: :t`.;,: ,75'_''/I:;S,.. _ "^:riaStR,rMt:tCC,,{'SC:.t 5•''y�:Il.9,t�l:C:yflDyw,ii-'.:!•, _ ,v.•- , l;:. :,y C3d L':5! "' :,! : j ;a: ... _ !tar•: iulh.7,:� rCe:•y pr't': _ : :-:y :.l .:r::, I,., I C::...._. . r.:/ ..••: •:1::':Ii1 :.' a.Tj ,if c1!'r,a i'.: _ J :.J :».'_. »: C-i: h:._ ,�_'•2 ::y . iG: NTy:!'.!( ^:G:.: :,/ sac r a•nty;s!'•'::,t!'!:'fte.fytj ".IlW":'t.pz'G:S:':f 41r..tK•1Ili 1:w&rY,,l..' . h II •1 •l• t• !'tit: "; 'J _ .tit:-5:.: ::C '... .., . .:. .. ' i - .. ."• (' ;s":. t.".: C.....'"2.., 5�'.::t " :G . L:.. Jy ".:! LdStL.: it l ! Z•.. . y : F:CSd;n C: 'tr _ :. . _ ", .... _., ") . ...t 3:C'.,3• � p:'M• :.: c :, _ .. ':.3 (halal :a i2:^...Ye: l .._ _ t;.:e, ts.:.� :l,:•s, ti:.:Jes- .. t �::__.. fl..Y •,:...: :-: '.: •.i :;r;,,.r) 1 rt :�;... _:r w•r.�as 1?a ;,:;aa:. VnT11' Sr,;-�':car:s. L_C:y:tJ, C rviTy Cf _{ Z__yMe s __ C' :•f �_�._.,.:ty:( ______. :_sue•:,_.....�_... .. • �.�.. _ _-i ... _ �^..,h:.•yF.:,:.. lT.. -- :,..•, .....: i S,Q S:i:i !� ':lr,•, ca.r.o..: h . r i•.,.y'C., it `�'�'� �4.. . • y 'r � A 1 �• L � ' q ! � N�y�,�,{,1•1,,kyy. y cJ yys r � / 1 r �� i��1'iti� f4 � •. r'f1iFr{•.i �� ' � y.. ' Y " .• r .. rj a✓ 4 r r w : trf5 _ ncry ..y r �lt.;�' .r �J• 'feu' • �•�� . fug+"�.l.Y..�•iH •�, t>. 12 .f' ' F ISi' ti T+j.4. f' ww+,.w......�...w..+aa liMfvNP+w1+.�r5}fPptsM+•,.n.�f".'Y')9'a*'":�+r i.: M'try'M+I.w•}..�.T. }�rJl.,iryg •:w`„"'�?4i'"tNf.'� BOND NO. 66116 . OLD AMERICAN INSURANCE COMPANY, INC. fr, POWER OF ATTORNEY Jr KNOW ALL MEN BY THESEPRESfrNTS. That Old American Insurancx Company. Inc. dons hereby, make, tx+rtstitute and appoint as its true and lawful Attor cy(sl-1r.-Fact. with full power and authority for and on bchalf of tlrc Company to exarutr and deliver and affix the seal of the Com nv thertto if a seal is required. bonds. sumius litres cove insurtr►ce. exam cove insurance. ,t.!•f. Pa . re9 � � undtnalcinpa, mcognitance or other written obligations in the nature thereof (excluding: Criminal Bonds or rerognUance, Sup:rscdcu Bonds of any kind. Defendants Court Bonds in Judicial Proceedings. CommurAy Administration Bonds) as follows: Tboauss J. A*ky ALL WRITTEN 1`'ISTRUME:�TS IN AN AMOU;V'i NOT TO EXCEED AN AGOi!EGATE OF I VO HUNDRED FIF'rY THOUSAND AND NO! 100 (S230.090) DOLLARS FOR ANY SINGLE OBLIGATION, and to Sind Old American Insurmoe Co„ Inc. thereby, and An of the ads of said mtornrys•in-Fact, pursuant to these prarru, Ism hereby ratified and corifirmed. This appoiatmatt is trade under and by authority of the following pem isions of the By -Laws of the Company. which art: now in full forte and effem t tie Board of Directors shall have .he rnaruirment of the business of the Company, and in addition to the powers and ai thorities by these By -Laws expretsl} conferral upon them, shalt exemi se all such powers and do all such 66is and things. as may be txerciaed or dour by the corporation. The Board of Directors may appoint additional ofituerts and agents to perform such dutietl. This Power of Attorney is "F signed and sealed by facsimile under and by the authority of the fork•• ,ag resolutions adopted by the Board of Directors of Old Amer9estn Insurttrtee Co.. Inc. at a mccting duly held on January 10. 1992. RESOLVED that the President, and Vine -President, or Assistant Viae-President, in conjunction with the Swwary of any Ass°sunt Secretary, may appoint attorneys-in•faet or agents with authority as defined or United in the instrument cyidencing the appointment in each case for and on behalf of the Company to execute and d6i'ver and affix the seal of the Company to bonds, ursurarnce policim binders, l; urxkrtuings, recoBnimnoe. and suretyship obligations of all kinds, and said officers may remove any such attormy-in-far or agent artrl revoke any power of an.orney previously granted to such person. RESOLVED FURTHER that any bond, imurantx policy and binder, racoptizam. or suretyship obligation shall be vr,)id and " binding upon the Company (i) when siSrted and sealed by the President, any Vice -President, or Assistant Vice -President, a 13j when dWy executed and sealed (if a seal be mquited) by one or more utorneys-in-fact or agents purtuartt to and within the limit► if the authority evideno d by the power of attoaxy issued by the Company to such lrcnon or persons. RESOLVED FURTHER that the signature of any authorised officers and the seal of the Company may be affixed by facsimile to ' any povmr of attorney cr certification thereof authorizing the execution and delivery of any bond, insurance policies and binders. undertaking, recogrdma or suretyship obligation to the Company, and such 4utum and seal when so used shall have the sLw. form and effect as though manually affixed. v' IN WITNESS whereby Old American Insurance Comp,uty, Inc. has caused these: presents to be sip W by its proper offitxr, and its T corporate seal bt affued this the Kkh day of Januan, 1992. +` + OLD AMERICAN INSCRANCE COM1'A.NY. INC. /s/ Jim Comm Am Carrie` rnrri..t STATE OF WYONnNG - COL'IvTY OI: LARA.NflE i� On this the IOth day of Janusry.199_ personally came before me the individuals and oTtoers of Old American Insurance Company, Inc. to me known to be the persons who execs ted the above itr:trununt and they each acknowledged the ►xccutior of the same. and being by me duh• sworn. did severally depose and sal that they art the said officers of the corporation afomsa:d, and that rite seal affixed to the above r instrument is the seal of the corporation, and that said corporate seal and their siptatures :a such offi=rs were duly affixed and subscribed to " the said instrument by the authority of the Board of Directors of said corporation. `otary Public sty CotranLjion expire 8 27; 1995. two ftt1111I+tu1LIC ,, t, Mltru� IfO )t OLD AMERICA` INSURANCE COMPANY. INC. POWER OR ATTORNEY ;•A ,r , tt lie A11i. 2" !"95 1i 1, the undenignled" officer of Old Amer+--.:-curance Company, Inc. CERTIFY that the foregoing and atta:hed 'Oower of Attorney remains in full force and has ; of been revoked s,na furthermore, that the provisions of the Bylaws of Old American Insurance Co., Inc and the Resolutions of the Board of Dire+ --tots set forth in tht Power of Attorney are now in force. ��'�.`�.�• SIGNED A':D S(:ALEOTHIS 20th ,DAY OF MaY , 19 92 s ~ w GJ'i j • J'� ,. fib �� ' f 1+ � t •ti4'� m a 1 J o a � a A4 INSURANCE P.O. Self 11%) Sen Otepf, G n134.5%] BID OR PROPOSAL BOND KNOV ALL MEN BY THESE PRESENTS: That we, WIRVI ammu=CNI Ilc. (hereinafter called the principal), and ZXPLORER INSURANCE COMPANY. a corporation organic:ed and doing business under and by virtue of the laws of the State of Arizona and duly licensed for the purpose of making, guaranteeing or becoming sole surety upon bonds or undertakings required or authorised by the laws of the State of «= as Surety, are held and firmly bound unto �, � � �'IJia P (hlrelaaf.er called the abligne) in the dust and full rum of gN pg n= pM= CF pCO2ojptM 8U). -- Dollars (i 3M CFM1 --- ) lawful money of the United States of America, for the V%-%ent of which, we'll and truly to be made, we hereby bind ourselves Ind our and each oi' our successors ant assigns, Joinily and severally, firmly by these presents. THE CONDITION OF THIS OSLIr.ATION IF SUCH THAT, WHEREAS. the above bounden principal as aforesaid, to about to hand to and subseit to the obligee a bid or proposal dated i W 25t M for X-M F997me (TO (8) in accordance with the plans and specifications filed in the office of the obligee maid under the notice inviting proposals therefor. NOV. THEREFORE, if the bid or proposal of said principal shall be accepted. and the contract for such work be awarded to the principal thereupon by the said obligee, and said principal shall enter into a contract and bond for the completion of said vorw as required by law, then this obligation to be null and void. otherwise to be aad remain in Tull force and effect. IN VITNESS WHEREOF, said principal and said Surety have caused these presents to be duly signed and sealed this dad' of M 21, 19 92 WWI 02=;E==1 EXPLORER.INSURAHCE COMPANY By Attorney -in -tact 10140 Campus Pain* Drive, San Diego CA 92121.1520 P. 0. Box 65663. San Di"o CA 92138.5563 •i•Y ii�`` T 1 � .'�''t�{ ,.� r�. „ � , rye' s. Xt.- 1 11 1 Mf'e 'rrpw yr ��irl jt�: r �1T.•r 1': '�d'l .. ��. its.•.' + 4 LII,IIYh�iP�A1Y1YYlW.�.eV1AiVf `I�iW4.V..�w.+....1�(YV.��IY�..._rrMrlMy.r..rw.�wr....�w. _. ....�•-'1.1' •,.•y /' Explorer Insurance Company HOME OFFICE. SAN OIEGG.CALIFORNIA Certified Cooy of POWER OF ATTORNEY KNOW ALL MEN ■Y THESE PRESENYS: That the EXPLORER INSURANCE COMPANY. a Corporation duly aushorited and emitting under She law" of the Stara of ARIZONA and having Its principal nlfice in lie City of Sian 0420. "ifiltnia, dose hereby nomtnale, tOnstifule and appoint: JAY P. FREEKhN IL Its Irbe and la.vful Atlorneystsl:n.Fact, with full power and authority hereby ionferfed In Its none, place :nd $load, to execute, tart, reknovW1910 and deliver any and all bonds, undenekings, recognttoncet or other wrifte t Obliga(ions in the nature Inereat, This POvver of Attorney b granted and It signed and sealed by facsimile under and by the wthatiry of the (ollaning Resoti+tiun atlapled by The 11106rd Of Directo•s of the EXPLORER INSURANCE COMPANY at a mooling duly called and Arid On Ina 77nd day of JULY, 19E3, tvhieh raid Resolution has not been Amended of rescinded and of svI►ich the (0110wing is a true, full, and cornatele copy: "RESOLV90: That the President or ',jaeratary may frOen lire to time aoaoint Atterneyt•in•Faet 10 fepfesent and act for and on behalf of she COrhoany, and either the President Of Secretary, the 50,sid of Oitecl0tt or Exeeufive Committee may at any limit remove such Ailotheys+n. Fret eel revoke the Po"t of Attorney given him or her: and be it further "11ESOLVEO: That the Attafnty4n4ci may be given full port• to execute 101 and in the name at and an behalf of the Gomoanv any anel NI bonds and vndenikings to the business of the Company may rooui►e, and any such boe-ds or uneenakihp eaeculed by any such An*►ney:n- Fact shell be as binding upon the Company el if signed by the President and sealed and arestre by the Secretary;" IN WITNESS WHEREOF, EXPLORER INSURANCE COMPANY has elated Ill official beat to be hereunto affixed and Inch presents it sae signed by Ste duly wthorited Officers Inn 17th day of September, 1986. EXPLORER INSURANCE COMPANY President STATE OF CALIFORNIA WuNYY OF SAN DIEGO On this 17th day of Sept 1966 before the subscriber, a Notary Pubfit of the State of Calilotnia, in and for the County of San Diss". duly commissioned and ot,elifiee, came David E. Rodrieks, Jr. , President of EXPLORER INSURANCE C9161PANY set ftse personally ]LA~ to be the Inditidual and oflieer described In and r.he entrained the preceding insirumenr, and he xekno.vtetlged she exorution of the saint. find being by me duly s..*m, 1i:f:_'arin and faith. that he Ie the mid officer o1 she CorpoofioA afoetwid, and that the test affiltitJ to the preceding instrUMInt it the Corporate Seal of the said Corporation, and that the said corporate Steal and hit signature as such offieet were duty affixed end lutyeehbed 10 she said inNflrmanl by the tsuthoriry and dif f"iort GI the said C41`110fllhon, . IN WITNESS WHEREOF. I have hereunto set my hand end affixed my 01661111 Seel, at the Cary of Son OkJO. the Gay said year fiat abov* Ysfinen.►attiYb4YliaxNl4iartie04%,^`r`,%4sf ����i� / (1 Notary Public STATE OF CALIFp1011414 COUNTY OF SAN DIEZO 1, the undersigned. Janwes W. Austin III, SaereCtry of the EXPLC't!A INSURANCE cd:,tPsrlr,�o firreoy Willy Met the ortglnal POWER OF A7'rQAN1 Y. of rthtch me toregelnq is a full. OUt and corrt•ct coon, it M hull force and affect, and has nor been revoked. IN WITNESS wiiEAEOF. I have hereunto ki"fibeG my name as Secretary, and affixed the CWTIorato Seal of the Corporation, this day Of 1992 EXPLORER INSURANCE COMPANY () Z I � � � � � Secrtfary •.L,.. ..r tut.. {� +• 1 ��r j�• 1 4,..r..`74 BID PROPOSAL WARVI CONSTRUCTION, INC. - - -- Firms Name To the Honorable Mayor and City Council, City of Huntington Beach, California: In compliance with the notice inviting sealed priposals for the I hereby propose and agree to enter Into a contract to perform the work. herein described anJ to furnish the materials therefore according to the plans, specifications and special provisions for the said work and to the satisfaction of and under the supervision of the Director of Public Works of said City of Huntington Beach, California. The undersigned has not accepted any bid from any subcontractor or materlulman through any bid depository, the by --laws, rules or regulations of which prohibit or prevent the contractor from considering any bid from any subcontractor or rnaterialman which is not processed through said bid depository, or which prevent any subcontractor or materialman from bidding to any contractor who does not use the facilities of or accept bids from or through such bid depository. For the furnishing of all labor, materials and equipment, and or all Incidental work necessary to deliver all the Improvements complete in place In strict conformity with the plans, specifications and special provisions, on file in the office of the Director of Public Works, City of Huntington Beach, California, I proposo and agree to take full payment therefore at the following unit prices; to wit: I;EM APPROXIMATE ITEM WITH UNIT PRICE UNIT NO. QUANTITY WRITTEN IN WORDS PRICE TOTAL 1 L.S. Construct Restrooms $ 71,640.0, 3' Base Bid Total S 71,640.01 lA L.S. Alternate Bid Item i #1 Electric Door. Stop System S 920.00 d I 449 -Z .,L ITEM NO. A"R0XIMATE QUANTITY ITEM WITH UNIT PRICE WRITTEN IN WORDS UNIT FR1rE TOTAL 1 I I L.S. Alternate Bid Item #2 Ceiling Tiles $ 1740.00 Base Bid Total Plus Item lA $72,560.00 Base Bid Total Plus Item 1H $ 73,380.0 Base Bid Total Plus Items IA & 1B 74,300.00 P. g �yil�!�fiirlr Y1 ,'•,:... �II+• �r rtyI+.. � � �f71 t .P' l t!` i (:r t It Is understood and agreed that the approximate quantities shown in the foregoing proposal schedule are solely for the purpose of facilitating the cumparlson of bids and that the contractor's compensation will be computed upon the basis of the actual quantities In the completed work, whether they be more or less that those shown herein at the unit prices bid In the proposal schlodule, The undersigned understands the contract time limit allotted for the contract Is 90 Consecutive Calendar If awarded the contract, the undersigned hereby agrees to sign said contract and furnish the necessary ponds within ten (10) days of the award of said contract, and to begin work within ten (10) days f •om the date of approval of the contract by the City of Huntington Beach, California. The undwIlined has examined czrefully the site of the work contemplated, the plans and specIfIna ions, and the proposal and contract forms therefor. The submission of a bid shall be conclusive evidence that the bidder has investigated and Is satisfied as to the conditions to be encountered, as to the character, quality, and scope of work to be performed, the quantities of materials to be furfdshed, and as to the requirements of the proposal, plans, specifications, and the contract. Accompanying thin• proposal Is "BIDDERS BOND" • ( �. NOTICE: Insert the words "Cash,"'Certified Check, or Bidder's Bond,' as the case m&y be, in an amount equal to at least 10 percent of the total bid price, payable to the City of Huntington Beach. The undersigned deposits the above named security as a proposal guaranty and agrees that it shall be forfeited to the City of Huntington Beach as liquidated damages In case this proposal is accepted by the City and the undersigned shall fall to execute a contract for doing said work and to furnish good and sufficient bonds In the form set forth In the specifications and contract documents of the City, with surety satisfactory to the City within 10 days after the bidder has received written notioe of the award of the contract; otherwise sa!d security shall be returned to the undersigned. Licensed In accordance with in act providing for the registration of coptract License No. __. 336713 _ Signature of Bidder Business Address ]59-;i rh maja r.a►,g„gC __-U=ington Beach, CA. 92649 Place of Residencer=jj_gAj t.;* n s. ILUn ington Beach, CA. 92649 Date this _ 2sti4ay of MAY , 19-3-L— Bidder shall s!gnify receipt of all Addenda here, if any: Addendum No. Data Received Bidder's Signat.ure NONE P-3 � f f�.-' • w ,r W •r. PROPOSED INFORMATION REQUIRED OF BIDDER w Bidder Is required to supply the following information: Addidonal sheets may be attached if necessary. I. Firm Name: WARVI CONSTRXTIONt INC. 2. Address: 15931 Chemcial Lane 4C — 3. Telephone: (714) 895-4544 4. Type of firm -individual, partnership, or corporation: _CORPORATION S. Corporation organized under the laws of the State nf: _ CALIFORNIA _ 6. Contractor's License Number: _.,336713 Expiration Date' .`'/ 31/93 (NOTE: REPRESENTATIONS MADE THEREIN ARE MADE UNDEk PENALTY OF PERJURY) 7. List the names and addresses of all members of the firm or names and titles of all officers of the corporation: ., . WESLEY J. WARVI PRESIDENT STARR D. WARVI SEC/TREAS. S. Number of yearn experience as a contractor in construction work:., 25+ 9. List at least six projects completed as of recent date: SEE ATTACHED CONTRACT CLASS OF DATE NAME, ADDRESS & PHONE: AMOUNT I WORK I COMPLETED NUMBER OF OWNER 10. List the name of the person who inspected the site of the proposed work for your firm- ._ ties Warvi Date of Inspection: 5/21/92 11. If requested by the City, the bidder shall furnish a notarized financial statement, financial data, or other Information and references sufficiently comprehensive to permit an appraisal of his current financial condition. P- 4 ' �;d •. .,+�. ^;i •.i 1 .. ,'� .i. a:-'`•^'a:r •.,�. "'''• aim •' ,.. ,,}�, �.-••.Y� � .a ., •'l. Y4 :4a, •. i f,5 ..:�'C•f ., '. ��:`t Jl� • y.�N��*^• �4 � y���r' Y yr is , \•;'' �y' a } f•a, •• �,, fir: "f�' S; f ..:":; �,'+'•' •F i �, r+� # � • f, � �� Iq s. aye ; 4g41 q '' 1 `1•• •''�L'�'�,+y��9a F�'. 11 , .. �., �.'' � Fes'+' !':V';¢;'kY,i;,%t�..Nj'. , , � .. � I `,Y '� FP:�:r•'•+i,FS'Yi trr llrA ; ,u, ",.i�;'ylr�`Rr' � c � •�. '.' .- �:I..tr .�,,�,� )� '+ r r ' A ' •'� u4.r , �y�y l iW WARVI Construction inc. CENERAL CONTRACTORS 0Y1 Ui *W No. =713 1501 CHEMICAL LANE UNIT C HUNTINGTON BEACH, CALIF. 9 9 (714) 896-4644 FAX: (714) 895-46W January 16th, 1992 FROM. Starr Warvi, WARVI CONSTRICTION, INC. Dear Sirs Following are several Projects we have done for various Cities and School Districts. I hope this will answer all your questions. THANK YOU! Ja 1991 CITY OF HUNTINGTON BEACH - OCEAN VIEW ESTATES RECREATION BLDG. Project # CC-748 ; 189,660.00 Mr. Robert Martinez 714/536-54:3 Mar, 1991 CITY OF ANAHEIM - VERMONT TREE YARD AERIAL GARAGE EXTENSION Project # 01-242-7105 $ 16,600.00 Mr. Charles Smith 7/999—W* 11 JULY 1991 HUNTINCTON BEACH UNION H.S. DISTRICT - Project # 90.1.1 $ 90,308.00 Mr. Allyn E. Rowley 7/964-3339 AUG 1991 CITY OF GARDEN GROVE - :t'LANTIS PARK PAVILLION COVER Proj. # 022 $ 86,800.00 Mr. Ken Anderson 7/ 741-5166 OCT 1991 CALIF. STATE UNIVERSITY, L.S. - HANDICAPPED -RAMP -QUICK COPY CENTER Contract 1 476092-2 $ 21,900.00 Ms. Jeanne O'Dell 213/985-4175 Sincerely, 4.1. '... SEC/TREAS . S. D. Warvi WARVI CGNSTRUCTICN, INC. WJW:sdw �'¢i.�, �i. "q,11Y�� �. Y •�6M f"Y„M1v�'A . � • i'�,�y � •� d fir; � �. - ��'.. c+•� .�Y n.'�: , • }7 . .�'��; 1 � � I ° t V � •'ni .n TTT ... 4A� .gip` : •• . � � " , ' - �m4•J DESIGNATION OF SUBCONTRACTORS In compliance with the "Subletting and Subcontracting Fair Practices Act" being Sections 4100•4113 of the GOVOMmmt Code of the We of California, or d any amandments thereto, Mch bidder dnell set forth below the am ant location of the place of business of rich sobs arrtrector who will perforce work or labor or roeder serricr to the prig no - tractor in of about the construction of the work or Improvem n in an morat in excess of daa'WI 1x! of ow mom (1%) Of the prima M*6 tor's toW bid, and &I fna'thar eat forth the potion of the wwk whhh w01 be doer by sob cubma- traiter. Daly on wbooatrsitor for eeeh portion Shill be listed. If the ooatraotor fells to Specify a wbzontractor for any portion of the work to be performed wader the eoubaci, he shall be deemed W WN spread to peft m nwh portion himoo f, and he dAS not be pornrittrd to wba mbroct that portion of On work except under the eondithias heroincftsr set forth. SAWnng of wieeattccting of any portion of the work to which no wbtontroctor vm dw%po eel in the wiglael bld shall Gift to permitted in swear of public onw Vmcy or m rt city, and thin only after a finding reduced to writing a a public rrocrd of the t ogle MM Body of In owner. mR, noN srATa L11=WW OF WORK wrcaNTRACTOn'a NAME AND Aaunscys nWae crass PT.ttMRTt,1l' QEHFATG IYL(.HANT[`AT• _49378f RT.E'=ATE'' - EAR WEST MABIMF EL&CIRIC 41�747§ By subro when of this proposal, the contractor certifies: I. That he is able to slid frill perform tt,i belonte of all work ttihi-Ji is covered in the above subcontractar listing. 2. That the City will be furithhod copies of eil sr:b-contracts entered iirto for this project, and bonds furnished by sub -contractor F —5 , �•, .jig '. STATE OF CALIFORNIA COUNTY OF _O&QK11' 61 iD IC tt�aE trx� rt�I►Etr eorit" RAW I ME �r w Cyrr+► Lstt*SAr11.1UM 4K%,.WLVGVj%T-ra: -Tin 6 Sc -Wn..:.i Fa^, 22XA-4, » SJ •. T411wttr-0Tt5 •s� (, .er.u�si+ _rid; ,s,'•5 ;.. Z<�YY`'•A. r r r 1 +rt this alb day of in the year Iei More me, the undersigrted, a votar�Pu c in ana for said State, personally appeared sta L1� t�4 itVi personally known to me be the persons who executed the within instrument as— M tie _may' __ 6GuWWyr respectively, of the Corporation thrrein namea, and acknowledged to we that Me Corporation executed it pursu: nt to its by"taws or a resolution of its hoard of directors. WITNESS my hand and officiac se . rotary Public in and for said State. Ld I . t * •�.I+YL . V. r .1 41 "�• ., �, 'ry'� �•.', .r'. , 4�'t1•{.di�w'r . J , riiR Y.Yfex►xtr..rnwr v.w,rrwrl.'%S�Jik'i .xxNv.�.ws ...• NONCOLLUSION AFFIDAVIT TO HE EXECUTED iY BIDDER AND SUBMITTED WITH BID �• being first duly sworn, deposes and says: 1. That he or she is r of Lt'��'�, %2• the party making the foregoing bid; 2. That the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; 3. That the bid is genuine and not collusive or shwa; 4. That the bidder has not directly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone elre to put in a sham bid., or that anyone refrain from bidding; 5. That the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or fix any overhead, profit, or cost element of the bid / price, or of that of any other bidder, or to secure any `w advantage against the public body awarding the contract of anyone interested in the proposed contract; 6. That cll statements contained in the bid are t.ue; 7. That the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or divulged information or data relative thereto, or paid, and will, not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. I declare under penalty of perjury, under the laws of the State 4 of California, that the foregoing is true and correct. ATTACH APPROPRIATE aRTIFICATION OF NOTARY PUBLIC HERE. t �r J lkg^qw. NO, CA 9260 J