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K.E.C. Company-Donovan - 1977-04-18
i � w 11 wrest rwoM OWL W. CITY OF HUNTINDI Nd MACH r 24M 490 ottir,e of the C1ty Ckwt C 13 P. 0. [fox 190 M I A IJgW- A .i Hunlim;tan WOOL CJW- 926" N(Tl'ICE 19 HZOMY t'IVIN that the contract herotafore wardiW by thg City wuncil of the City of Runt ington Desch, Cali iarnis V* ,,., a• S. C. L'OOAW -COWYAM 200 N. Aherwan, Cora", CA, 01730 who was the cosy uy thereon for doing the following work to -wit! ooristruction of the Bolra Chian fit�ra Drain Q1�U01lCdn IN 01rF1��/IL Nlgt7giR0� OF Comm 0JWYj tALVIWIA M,; J PR CIEC 14 W1 That said work was completed by said company according to pinns and specifications and to the surisfa-:tiun of the City Engi:ieer of the City of Huntington Beach and that said work was ac6eptod by the City Council of the City of Huntington Beach at a regular neetfu4i thereof held on the - 1JQ A" of 22pgWW. 1977 That upon said contract the UNITPA+.rrx ; imupm= CJC emu • Ii1 �IY��.wwwww�Iv .w'1A A11� was surety for the bmW given by the said company as required by law. Dated a: Huntington Beach, California, this 13th day of December , 19 77 City Cler nd ex-offioio Clerk of the City Council of the City of Huntington Beach, California nATE OF CALIi'CIRIVIA ) County of orange ) se City of Huntington Beach ) 1, ALICIA M. WEWT40M, they duly elected and qualified City Clerk and ex- offieio Clark of the City Cowell of the City of Huntington,boachi California do hey:07 certify under penalty of perjury, that the foregoing XMICS OF CCMP=tON in true and correct, and that "id NOTICE tr 0IXW 10K vas duly sad replarly ordered to No recorded in the Office of the Comty Elacorder of Orange County bar. said City Council. Dated at Huntington Beach, Califetuis, this _, J , day of �.'�lblL�. ..w.�• 19 *tavlc�10-0* ex-o !a!o C364 .., v dil the fogy Cou"11 of IIUS cit? • d�DD� �• itiel'Xd!'M b '�1t�.lfgto �ia131� `�Lfo>L��D ! sus bvrd r � f ate' oisx • of it�iirtgtstt 11eao>b. w •�� PJAMW UDd i r CotldrID W 06d" Bee* aw 494 MOW be Mom" tm of *rrq. i 0 n 1 A VL A4 T.7 V , +!=F+l.Ts i,�+. �7' irk h J V r • r �T ` y �(� �a' I ft , 1 1 1it 1 ' State of Californm ? 1 Cr+o- lttr of DrANG.. 0,n �A cy"M IN _ . 10 f% bOm rm. the un" ni -W, a Notary Public in and for Reid Wunty, a' promally appeared r y ,y„M: s 9JIhisojift kf►aw j to me to to tM paws whwe nwm Is 4 luhxxibed to the within i!'a►VumeM ft AtW-mV-1n-Fwt of UNITED PACIFIC INSUpANCE COMPANY, and wl mmledrA to ma that __ha rstibwrRW tha dlaltla of UNITED PACIFIC INSURANCE COMPANY, as Surety, alld h_Aj own nerno M Att".-Y-ill-Fact. OFFICIAL .SEAL MARY A. JENNY 5 NOTA.RY FLMUC • CALIFOitNM PRINCIPAL OFFICI IN URANCU COUNTY M1' COWI3RIOli EXPIRES AUG. 13, Iiu I My Commirion expires r x r WU-1E1$ Ea. 3M MALIF.) IM • ! y:. ;`, �,1 '.c r 1 yi.�' S�.'d� �r�y „h' .wr.�y ' :i -i'.h? .1.� � , �,kj *S/1.� y / +, .n e� ,� / .+ r ,RY,,.. * .W Sr'v'!,. ,I'�4 5 � 11 r• � . r /'.r y i�/F�. +y-. • + .. r'. .. ' _ `r �t�„Syrf.,,1, }�. � 1..� •; 'l �'lr `i'✓Jjrj': , A 1 1 � r q %r� r� ��*rr, f ', r �r ••1 .�'.'t / �y I� '� y��.• Y. 1 1 f/ ,r�r� r+����� r r � ' ' � - 1 + l l., �i 1 t .k r•� „1�.5 1 t�: '+]' �. v� � � � I 1l Fri', 't� '`r, Z ;�� ,!. +. .. � 1'•t, '� r �+'' i, /yi.,'rr r� , d•f rho r� r'r ryl I , W4r' ,7� .. ' � � /� 4 �,r',:!'S-f ,r.'��, �1r, %.{ �,'1' : 1' I,d✓�+f'' .M r y��� �Tirr, �/ i.nr �}(.' 't i'8' .,..'X.Ir ° 'it t' A,-;:r ' 'Rfi' �1) tt•. S �'�° +,•': ,..;'%, � r: _ ,�,,..',+r.. •,41 .f'.'.*, .�'��. �!.%S�i'•!� �++r;. 1w� •.. ..�,tS�.�E.'��/`���r!+S f��`� e�'. .. �;/��. 1, ..ae',�e.,�/1�� �.i�, ._W k:r�.'OM. I 1 A• m1 ;i�' , : +1' ACKNOWLEDGMENT OF ANNEXED INMUMENT STATE OF CALIFORNIA COUNTYOF......_..,,._�... �...,.._.�,...._..�..� On this._.. ,�I it �,i,_,I �.... �.-M Ow Y'w wo tka and rkw Ivies red iMl��p# � before me.r..__.._ �.�....•"'- ......, �,.._.....�.r._.+..... , a Now Arbllo M ow fff tfw County ot..._,.., 0919h d* ao'n IbI .M. d VW Stone, PWjorjj* eCPIrr+od of FEDIM INSU"MI g 40IM ARY# MN Car' 0900 71d awflod No whin kft~, wW W o kaowMn to' me to be the p~. aft Nawl,td 1M w Min w4uumvc on Mow, of to cimw 1wd anknowl► vdpd to err Th■t ow "TA IN Miwas 011!lii ,1 ► MrRwwev we 0 h&W WWafted my 11481d ad In alto Caw" of MW A. JENNY " �+ua� c1�Laro�awr f 01wrILo nCt pI +'Nh kwlan � wwN'1`M' Perm 11-16104 /laid I11 Twq� h. .. ':�• .i. it 1�'. • ' p r 71 F ��i„ r �f � 1 1 • y li • tr. rr. .R.. ..••1 Y'�ti AaYi�O�:db�L.r1 aiw j..il �A/, _.., .. .�;�•.'M�h � "'.i r...a1..AA1..•. Of A4 s • - � rc:-is M� r urr LW IhJMIMGM �+ _... .�PY aQ F�O l ��I tWfKA of the cl,!y ON* EXEMPT Not Compared with Ot.� Nun1i�:1 lioodl, Calif. 926df1Vic Ph')TICK 1S NKMV G1VLM tlwet the contract hsratofura averdrd by ille City couwicl I i'I ipit; the City of HuntlnXtai :each, Calttornia to i:. X. C. COWNff-Dt'JNOVAN T // 200 V. stl"Inan, Ca"Ir 1, CA. $1720 who was the coapaay thrrron for Autry the 1911cols; Trott• ta•vit: ounntrwtioa of Ow salme We* Atom uvula A'EOIIRMU #N OFMIAL N OF ORANGE COUNTY, CALIFORNIA 5 Mini J PA DEC 14 1977 WYUI YL14 Casty Raw* That said work was coaqvloted !ky said cowry occoritaA to ylrns sa4 opwifiraatiaes and to the sac!staati4,a of the city suinew of the City of vmtisSton deuk aw that oald woft was satootd 1y the City Cowell of dwo Cite of ftetiaytae bosigh at a roplar =Att*& t%*reof leold see the _ I 1kh ►. ,- »7?, That up" sari cowtrrr•C the ..vN11W FACu7c INFO MWO coMlan Vas sunny for LIN bond Sigeb by the acrid eat tea rapried by I". Sated at vWt1v4t6% beacie, uslifents, this 1311Ih day df DNw ;.. Clie C abt-o O of iha city Council e! tM City of 00t126tes o"At Csluenda RATS Of CALlt'UMI& ) Comty of oraord'o ) w: City of wantiaSton ava rb ) 1, ALIQU H. �, tM Artily etoated aa1 gostifiad City Cleo steed es- officia Cloth of sm city Commit Of tto City Of 10"1 svewsli, Qreiita 2JA do MOB er itW usAve pmalt'y of mwtiwyr dwt As � � 0 Oda!!<i IM to tM md onvaiOt, td tMe said Wf= or 00MUS am I417 and repially evommM to be >tsomm" is tk* offtaa at the COWRY bNON&W of offty G"My IC OW City aovaoll. fertd at Rwrllr Vft ti"A. CatUns", this _ ,4W of �+swr■e .. 1• 12.. 4! aR St MW OU10 OWN0*1• di Of KOV VMS &40 Mt is SO&W tw an of ti>wtf4stin No* �>>stalltM 0"igua MWIMa of do SSW Gr sons as Ilhleaw►, as ftsaw- ~ s wog omfows two In* *01 OW NIMN M d tm Of ~P 9 • i 1 4' ri,'� �� i. rla��r'T�'• r. i ^�' .�.b, r ,<, i r ��a�l'{�`Ai fir' ���, � 1� ,, vS'r1!' ._� _ � �Af��.. .. 1� . � !. • i%.1 ��i�l� .. .. .. i. -i. I. Pi .+. � JA�:'�A ��/A:'.��i .�...s.A• al.J, r_I �A � i•JA'I. �.• i.� I, IRI PI.�llrl,r.��l� — � z r'i.rAral{JtL� _ t "><i-* r�� , PA '+r 1k-A,�9�^nr t'tiy��+ , ry'`i ,��,r �r •.1f I • KWW ALL MEN BY THESE PRESENTS: That we, K.EX. COMPANY-DWYAN, j joint venture, ` " P.O. Box 607, Corona, California 91720 as Principals and the corporations ha roti nafter • • designated as Sureties, each of which is duly authorizaad to transact. a surety business • In the 5ta'A of California, are held and firmly bound unto the CITY OF HUNTINGTON a BEACH* a municipal corporation, In the no of NINETEEN THOUSAND EIGHT HUNDRED EIGHTY- NINE AND 70,/100 DOLLARS ($19r889.70), lawful money of the United States, for the payment • • of which suai well and truly to be made, we bind ourselves, our heirs, &iecutors, « • administrators, and successors, jo t)_X an, g AyIrI ly firmly by these presents; • provided, that woo the Sureties, b1rd ourselves in such sum "jointly and severally" only for the purpose of allowing a joint action or actions a ainst ariy or all of us, and for • • all other purposes each Surety binds itself, jointly and severally with the Principal • for the payment of such sun only as set forth opposite its name in thi following • schedNle: w • NAME AMD SPATE OF INCORPORATIOH LIMIT OF LIABILITY • UNITED PACIFIC INSURANCE COMPANY,, • ` a Washington Corporation $9,944.85 • • • • FEDERAL INSURMCE COMPANY„ • a Now Jers4y Corporation $9044.85 • • ` WHEREASt the said Princlpxsl has enterad into a ;trtxin Contract with the CITY OF ` • HUNTINGTON BEACH dated APRIL l8tho 1971 for construction of the BOLSA CHICA STREET + • STORM BRAIN, CC-391. • • WOii, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That, if the Principal shall • mal ritai n and remedy said Turk fr+ae f ram defects i n materi al s and workmanshi p for a • . period of one (1) year following completion, than this obligation shall be void; , • othemi se It shall rowai n in full force and effect. t • IN UITNESS NHEREOVa four (4) identical counterparts of this instrument, each of which • shall for all pur;9sa s be domed an original therawf, have been rimy extorted by the • • Prir+c'pal and Sureties above namod on the 29th day of N+v1►eesber, 1977, + ` PRINIZIPALP.14.E.C. COMPANY-DWOYAN, SURETIFS: • • �•! r r r HJOINT VENTURE � • • UNITEL P i1 '�� • • BYs K.�:C:�CO PANY-KEITH E. CARD, A I ,y RE B torn • n- act • • By:, r FEDMAL • III "rr.r"""' r1, • • ~ ' r � i • 11ranc, Jarvisa Ile • BY : WANM C0 orm icTim cowmy of APPROVU A8 r • KI e1 0 i ,`11illu+rr, u• �4Y s�, • • • i i •;,� O`r , i' ; •r�' • A •D01•1ji`Pr BONFA Olt* At I AP • • • t� •• • • • • • i i • • • i r ' rr err rr', 'r1���1111111111r , �'rJ!Ir h'�lh1•V jIC_ r i\j / ' 1•�' •� • • r /-77 r r .� •�rl. "r •r' r / •y.r� •� ,4 r .W r, r4r rIt. �., i;, i. � )'rA i' 1'nV Isr ,dill, °.� �.,,[• L ri•S4'!.TY34� `"?d.',i 140 Lr �lir •11. L.'L�F �.%4i 9..'Ya �.LLJ. �J ri. Kk.. . �.., i'._i'r �� .L.•a_;r� 1 0 T.Tlrrr3 :Pt >.Mno rare .. ANrY HOME OFFICE, TACOMA, WARNINSTON POWER OF ATTORNEY KNOW ALL MEN I.Y THESE PRESENTS, Thtt the UNITE) PACIFIC INSURANCE COWANY, a wrlwrmtian duly organised under the ISM of the State of Wfthington, dote hereby make, constieits and appoint FRANCIS G. JARVIS# JR. of NHWPORT BEACHr CALIFOR4A------ its true and lawful Attootay•In•fact, to rnske execute, eoel and deliver for Ines on Its behalf, st-d as its act and deed ANY AND ALL BONDS AND UNDERTAKINGS OF SUKETYSHAP-----_- -- grid to bind the UNITED PACIFIC 1W.URANCE COMPANY thereby as fully *W. to the name extent as if such bar rde and u"wtA'inga and other wirkinge obligatory in the rw ure thereof were aigreed by an Executive Officer of the UNITED PACIFIC INSURANCE COMPANY and soaked aodaties; id by era other of such offioen, and Iwetby ratifies acid eonfirmt all tfut its said Attorney(s)4n-:not rmy, do in pu*►uana hereof, This Power of Attorney,1% granted under and by authority of Section 37A of the By -Laws of UNITED PACIFIC INSURANCE COMPANY which provisions are now In full force anti @"act, reading as follows: SECTION 37A — ATTORNEYS•IN•FACt SECTION 1. The Board of Dirar;tan, the PrssWomt, or any Vks-President or Awlstent Vice-Or"Ident shall how power and aut!xrlty to: (a) sppoint Attorneya•In4ad and to outharlm them to exiewts on behalf of the Company, bonds and undostakings, reeogni=anoes• contrerls of Indemnity well other writings obligatory in the nature thereof, and (b) to remove any such Attorney-indeet at any time and revoke the power erd authority given to hire. SECTION 2. Attorrays-10,aet elwl! hew power and authority, subject to the tsrrm and limitatkom of this power of attorney hewed to them, to ek~* and deliver, on behalf of the Company, bands and undenshloss, raoognlianees, contacts of irrdernnity and other wrllingo oWigatory In the nature rim 1. The corporate seal Is not neoasenry for the validity of any bonds and undertakings, recogh+tantft, contracts of indemnit►' and other writings obligatory in the nature thereof. This power of attorney is signed and semted by facsimile under and by authority of the following Resolutlon adopted by the Board of Directors of UNITED PACIFIC INSURANCE COMPANY at a meeting held on the 2&h day of Oetotw, 1971, at which a quorum rvw present, and aid AesWution has not Leon amended or repealed: "Resolved, that the signatures of such directors and offiot+rs and the seal of the Company may, be affixed to env such power of attorney or any cartificate relating thereto by fncsirnile, and any such power of attorney or certificate bearing such focsirreils sigrneturss or facsimile seal shall be whirl and binding upon the Company and any such power so executed and Certified by fecsimile signatures and facsimile seal shall be wild and binding upon the Cornpmny In the future with respect to any bond or undertaking to which it is attached. IN WITNESS WrIEREOF, the UNITED PACIFIC INSURANCE COMPANY Ines caused those presents to be signed by its Vieafresldsnt, End Its oarporate semi to be heratc affixed, this 11th day of M�,y 1976 UNITED PACIFIC INSURANCE COMPANY SEAS. '1 STATE OF Washington # ss�a,,;ei,s►�+ litecuttive . vicaPnnidsnt COUNTY OF pierce On this 11_ hdey of Max , 197-6. personally appeared ski$. Z� MUK .�... Executive ,. to rres kmcr;vn to be the Vise resxient of the UNITED PACIFIC INSURANCE COMPANY, and icknoratsdgsd that he executed and attested the foregoing instrum-it and affixed the semi of said corpwotton thereto, and that BeCtien 37A, BeC W. 1 ,inc!'! c;l the Bv.Lom of mid Company and the rmoolutlon, set forili 1►%mein, Ira still in full furgo, My Comntk o -Expires: .� 4�,M*r' �gbw ir t8 `'=•='l Ndtary Puelk in and far tlfteta of WalalYitlesCf� PVC, . �..,..1 'bell ev' �rj1t� ftosidl. ee _ I# , D. Keith jooboucis , Asshtrnt tlaaretary of t!ta UNITED PACIFIC INSURANCE COMPANY. do hereby aanify elect the dx ve and few"01ng�te a true 1111011 tori'M espy of a Ptt+see► of Attorney exsouted by sold UN11 EG PACIFIC INWRANCE COMPANY, sNsiaAe Ia s11N 1w WII for 00 and e V eCl . Ih WITNEM W4fRItOF, I hsw hereunto sot retie NoW uW alft-tad the cavil of said Coftepwey 011999th. day a 1114 WISQU•1431 cal Mno Aer i -1' 7, • 5F • /' S�r I I� • I �I a /r ^�L'�r�r"'y;'�f�f'�� r� +wpm, rUl�/ i�E �Y;R T '� .r ✓ . •��,n' it i ld': �:.., i ... ... ., .: �5. ..�. .,. 1, .. �, ,. l.<si1�L.,t�d.i. �..r i,[:'�i{. r.3 .„ �J .<�41r1'':��'•�. 7h..'i.t�41'�j1Y,.flb4��fit<�.'ll'Lit�a/ailn����� �.. �&�.�d�.. �5 '"?�e+�:ivhi��e� r r t 0 Oarlll,,�d OOpY � � POWER OF ATTORNEY Know all Men by these Pralontr, Thet the fMMAAL IN80ANC! COMPAW. 100 WIUI r.% Week Now York Nov York, a Nov Jewy ►iorporAffl, hfis aoMMuN4 end aponlfd, and don hersby oon0tuts aiA dppoint ?a, X. x4pArA fty A A=W pr1t als 00 ttamis of each lb true find Iewtul am to os=& 14wo sua'l deelpnadon � � In he n10 aRx no 114411 to and doilvew for end an1* Wt fin sargy shorson 4, of soy of wo twWw" alb to '. 1. Baxts and Undertt4VM (ether Own F1duo" IBortfW Aced In any tint, matter or prop n Court, wv or Sed tth any SMd or Mtrpieints, br Vie ds rr not od.'� fit wythho specified In rich or LVWWF- UWWS ahboh the per!filfy of Im bond or wWWImW A daft M4 ownd the son of One Hundred ThounMrd aolir� ($101p0m). 2. Ewrelry Bonde to ft li Itod SWAB of Amerks Per ovy I� tfwreof, hrofudln0 Von r'e4utted or pantf Lintted der the !firs or repuMtlane to Au�lorrw CW hdrv�wma Lkwise and P ival Eadtds or oVw fA�l oMy bomb under Wo kav,�ordkw% w3 or reeuisfoorm of OW OftiC, ft, To*,% YIUM !lord or other hody or o weba *w% pW flfa or poiVab; bounds to Tnrwpo Wei rAmptrilso, Lost km&unw d bands, Lease Wag w+�y 'o$twkolpsimom rtlfa and slmlwr pubHa osihm is 8mft is nft did bw& on bei�atf of Notfirler� Public, 3. ow%U on beW of oattrrreobte In aorx:iol m wM bids, pmpo" or oont ectL In M7f1 J Wh f, Me said FUMPAL INPAMWM COMPANY has, pursuant to IM Wt4jw % aetwd tdesse pressrtb to be WWW by 1W Assl0wtt Yioe Pr Wdrrtt end Assl■t?alrrr2 bsa oloy WW No' sorer -M SM to be horn offind this lot day of Jammy 1174. FEW" I►UIIJrIAM C)OWANY • Anon L 8* AAWWW t Vr%r%" a rrldiwrf r L A STATE OF CAUFOMIA, �w Rather L Con AubkW ry Courtly of We Anp lfs, on MIS - lot day a! Jttnuery IOU befbfs me personelly asevs Roft L Cm 0 the lolorm ant! by me lenova to be Aeddent tlwWmy of Ero M ORI'1A1. IN1l FANCE . COWANY, the O"wom deowibed in and ~ wAouW dre foregaft Paver of Avmrsy wW the odd Raft L Ca balm by no drdir sworn did dopdfss find fay bW she roddso h the OW of des Arrielo% In farts Bbb of CWomia; Mid Ww N Aas dent esaelary► . d ft P&DlML -. OURAI EErO . OMPPAW and is the oaryonNe font Cher w to thf sew rM M to 10 wartioNM Power of A*wM Is such . amponft seal and wm ohsreto rdl , by a w►:+" of ft EpL@M ,of am ac relay byr Mir WAN""; ow dw Is eo�gtr VM wNh Misfit L &* rrs'td Wova Mm le Ito Asrtstrrrt War-tnsMdsnt f� ow Unfit dow we of ask! Arlin L Mir rwbforlbed to said Pwav a ,,�wr is M do ped nfit to horror+! M of tMdd Igo L &* OW wn ale VA aftolml by alho 01 of add by-Lms a Iii ! pf1por0e. ��.OW fhna1 ea b8bo rrw an the dolt elimm vMdm I 'W4 "M limit fs11. I."~ p Y-+r1�•—��.,, i,i1""" �'�►, •,�;; .!'cV � ^ 1, {, ir'�r it .��.�r' . �°�j r', 'I�t����,c', e.�tMree teem 777 a. a 0 a 4 . . . . 1. - I m 0MY AND COUNTY OF LOS ANGELES: rMt 1, On w4sa4W. A&Wdvd SwrftW of to F6011KAL INWRAW9 COMPANY, do bwvby c"ly thd Vve IW[owft Is m bva exoerpt tram the %Amm of V* mid Oon*wq as adopisd by IN board d Olveators on March li, i9H wW raw W*d May 27, 11r.."I and md Oft by-Lm is In bA form &W aNift meollo - L AN barrtfm, vmwumvo, m4" NW Ww Irsumm" cow 0" as dwa bf "d an Ww of the 00tro" whklr It Is wAborind by law or Its ohWw 0 ammW mays P"d " be axwvtmd In Vw mmg and cK, WW 0 go Omp" slOw by Mw ChWmm or " Vow0wimm of to Praddod or a Vk*h &**do jcW* wl* W* ftaiNy or an Amddw* wow vwWr respoe" dGW#nadw^ mW VW any m* or w"m o0oses of dom—Mm.—M.,ftmit daWww*,d In any r*Wudon V he scud of uWabos or 64 m em"'Im at lA my pw it of atwfnw mmutod as pruWd4id for In 6edfiott S bokw. nW wAcuW wl much band, urAwta*v or Ow ObIlpmalm so pmvIdad In such malulm or power of sm6m & AN powma of shomby for mad o o 'he of Vm comwoy my and be mmuma In lhe name * and ari b" of ft Oomoow. ~ by Vw ChWmm or go VR*426 0~ or the Pmwdsm or a VlooProWdsat or an AubW Vloo4ftddsK johft wW Ow be mewy or an AmilaWd Soon tam, txmJw their raepeaive doellirml6twil A"d ; Iu,rgwr ow" that I he" coanpaterd.ft fwallaing copy of i it POWU OF AT7=1111 wm me 0"filmal *mW and the sawne Is a ".rivo wA Inn 9M of to wwo of said aftaw Poo of morn/ mW lstst sold Power 91 Anommy has tot to rowkewl. AM Chofter oWlty that &6d FEDERAL. INSURAN0115 COMPANY Is duty lkww*J to trwost %oft WW llli4vtv. budma M sob of Ow Stabis of the Unfled OWn of A!;Za. MeMot of Ckgumlft, Fuwto Ilk*, OW arlah a(i INN "nom ol'DwAsda wfth the excop*m of Prlryos %twand lslwW; and k also duty guawl t) bow gals Virst? OR bwxlo, wxWmkYsj*, No4 Imimlftd or r"vlrW by 15W. Om mW hry lhW4 WA &".of Wd OWqWV ld I." Angelft colem" oft. diti at Mugabe-_-., Ion, AmW V 7"' 'q 4w", )w . .......... %L -.L !!7m!!m!. Z 7_7 ri i FWER or" kr."OR I: r j FXW ALL MEN BY T11ESE PUSS Sa That Bunovan Ccmatruction Company of lfinno- rota, a Minnesota co,porntior:, for ilia purposes of so tablishing its offiec in Calig`- ornia to bid, construct and complete projects of it genaral, c:orstruction nature in i the western states, and WHEREAS, it is to its best inter -@at to appoint one person or mar* to Puperviaa, %anage and direct the work conteinplat.d to be performed under the abava-rmntio-JU4 projects with the Owners, Subcontractors and/or arEsigns, and to deliver to such representatives a power or powers of attorney satisfactory to said Ovner, Subcon- tractor and/or assigns, to enable mitre re pros entativas to properly perform the duties delegated to them. Kk% THEKEFORE, These Present Witnesses that the undersigned make, eonetitus, and appoint, as of May 4, 1977: Miles r7octor, Santa Ana, California, and i.ep C. Murphy, Newport Butch, Calif.- ornia, their true and lawful attorneys in fact to d� and perform the following acts and things in their natne: 1. Supervise, manage and direct the performance of work under the above- mentiozed projects and all of the operations thereunder; 2. Sign progress and ostimated vouchers and subcontracts for work done or to be done under the above-mantioned contracts; 3. Endorse in the name of Donovan Construction G=pany of Minnesota all checks, drafts and .thaIr negotiable papers drawn by the Project Owners in favor of Donovan Construction Company of Minnesota and arising out of transactions connected with or incident to the performance of the aforementioned projects, and to deposit all such items in the depository selected by Donovan Construction Company of Minnesota and, also, any other funds belonging to DonovaA Construction Company of Minnesota and received by them; , 4.. Sign extra work orders, charge orders, and bids, including bid bends, 6,.no limit. 5. Enter into ,joint venture or partnership arrangements. Hereby giving and granting unto said attorneys in freest further authority and full power to do anJ perform rvery act and thing whaLaoevar requisite and necessary to be; done in the premises f o'r and in the ataatd of and in the name of Donavan Construc- tion Company of Minnesota, lotreby acetifying and confirming all that said attorneys in fact shall lawfully do or cauta to be done by virtue of these presents. IN WITNESS MM-REOF; said Donovan Construction Company of Mi.nneaisota has hereunto caused its corporate name to be signed by its Vice President and the corporate seal to be.affi%ed and attested to by its Secretary, all being done in the City of Saint Paul, in the Strata of Minnesota, on this 4th Day of May, 1977. DONOVAN CONSTRUCTION COMPANY ATTLS T : OF KNUSOTA BY:PF Iwo.000, O'Brien. Secretary S . Vo Christer nson, Vices Pros ident E NNE r �. 1 ���,,•^, .i•�,'r.. �2 .�� �1 • ��, '�� rr�. Nk t�Mlii�'cr 4t,►4�:dY.2��.EX9CID:1!'�►Ii'A�i��M'II1�;:� S , 1 t I', ' 1 1 • it j4II ; I I f� I ' f �i 7 f . 1 1 ' { • .i 1� r I II .1 � I d State of California ) t county of On 19 ��, before me, thb undwsigned, ,r Nota y public in and for saki C'o�ity, i�euIlY sowe0 _._.�.. _ ,9 • b. wia, Jr. kr +rn to rr>w to to the person whose marm Is sutx*ibed '3 the within im4rr:ent as Attoriey-In-Foct of UNITED PACIFIC INSURANCE COMPANY, Isrrd ackmmled"J to r►o tart —he subscribed N nainm of UNITED rACIEIC INSURANCE COMPANY; m Sumv, and h•_jj gwn name im ' A"moyan-F W. ►�FFIGIAI��EAL � � MARY A. JENNY p NOTARY PUBLIC - C Wromi PRINCIPAL OFFICE ;N ORANGE COUNT'( kT Cr�11MtSSION EXPIRES ALIG. 12, 1981 My CommNsI m expires 19 r a ZIft.1maic In amrar IIp -161• tpl 3M ICALIF.) ,1• 1 , It 11 IT 1 :�I 1•') r •d; !•M' :}. , V.i�i '.���� . } 4 �. 1 ' • 1,� �'{i; ' -1'' (�'�ln �� 'h ' 1 ` t x W1, 7 ' . ...1. N1._'.Is, � i_.. _. . . . ,:�_. . .._,�s.�J. S_y. .. , e . , . � '�'�L_�i .u. 'nl. •Y .t....•'d..l__:. _ f:. WaS�'1:f�..1. ,, � •e s .'' ( f �'.._ 7 _ '�'h�J_.(�... a�.�_,ld•- L�'�►.fll '4, :..., 8�J,1Ya�'E... ��Pl.� ; ,. IIk'.,5�?1. �, y+ii) rJtFfl',,.r 4 . t 4'r.'MRCje tt s. l l'`:�+ Irlti.',!"���� fE}7�� ,•'� M. a :(1 ''. i. t. K � 1, 1, ,. f• J' 11 %� 1 ( r + AC'KNOMILEDGMENT OF AINNEXED INSTRUMENT STATE OF CALIFORNIA COUN'i"Y On thisw 4$Wday cf_4jj""4- .._.—In tha year ont thousond mire hundrvd and l b®forR me,s Notary Ptsoik: in *rW fw the } Count af.w_____.. ,._.,koetcll therein, duam ly omhelonod and stwim, pomonally vppew*d r Y +►R � hd ��%...,Cx.-.-d�lti3.�.....���.. krho+wn ttr me to lay t1.v..� of FEDERAL INSURANCE COMPANY, the r wWwation that axeaorted IN wlt>htn Ift% rrW, and also known to nw 9.3 ba tfta pera-n_...._ who sw9cited the witfoln Irstrument o1 befWt of ft Cwiwetion t or*M f1fnW and rlh0l r4m4- tdgvd to nw that wt,h Cwporstiron wecutsd the w1s, IN W176-FS.i WHEREOF, I hwve hErsunto rot my hwA &W ifted my *Wal wal in ire County of .•. �_• �the day end year In thin arrtiflom first above writ#en, -OFFICIAL SEA! MARY A, JENNY NOTARY PUBLIC • CALIFO MI PRINCIPAL OFFICE INM commiw�or. ex *� ,�Muly yY ca;Ml�.filntl FXPIR — AUG,�{ 1 Form 21•10•146 1N"nMf'iy ap; alc! f r �I'( {�.,• rr .� 'rr+ a , i, !. r�.4clr§ 'i r, ',r, Air .�,� �l, r� , ri r� k,, �. , •rr �'�''{ I. TT, '�� _��' ! rt1��•n { tb 1 , ;���.� ..: >�•., � .r_�r.�wr .]err'. , , . _ r ' �,• �. ` , ,' �•� . '. � �r� � . .;r.'..., r r ,,'.. �� r. -. �� . .. ,.�. t�.; ��...�.:."""r,"'':�`'r�"t-��,�"���',,� . � { .�1. r � r. , .,., �..�,, � r, .; :7'7;la 7-7 Aft KANTLU E OW • K ALL, NEN 6Y THU1 PKL$W$; That woo K.E.C. C"MY--DONOVANIP a joint IIenteri. to P.U. BOX 607jo (C"Onr. Ca►11 (WAia 91720 as Principal, rod the croppoIPAMOas hWeiaafter " • desipnated as Sureties, eoch of which is duly authorized W tmnsrct a surety business • . In th4 State of California, are hold am! fimly bound unto the CITY or WINTIMTON • SLACK, a municipal awporation, in tht an of NIN REN TOi0U AW EIGHT HUMUD 113WY-+ " 41ME Aid NOW DUL.LARS ($19,88940). 1AWful tiWfley of tho United States, for tho pa�Swtrt • of which sm "11 arK( truly to be macge., we biru+ ourselm. our heirs, oxecuturs. » . adwinistrators o Lod .4�ucces'sors, jointly and strveml l,y, firmly by these pr oseAts; • prvv1d4d# ta:at WO, the Sureties. bind ammialvws in such sdsi "joint.b'y and ww*rally►" only for the pwq*za of a joint action or actions against a�# or all of us, A� for ' • all other purp-o3es each S+orety binds it"I f. Jointly and Asvosrnl ly with the PrIn0 pal • .for the pa,yent of stxh straa only as xet north opposite its rwn in the fallering w scheaul e: • ..�.rrv,..ww......Div..,-w...........w..-...._,...«mow...+_+......+v_ - _ _ _____�..�w.+r......r....�-�v�.c++...+..«....w.w... �..�.�..w.�+w�+r.+r..�wrwwwr.. .r-..mow WC AND STATE OF INGURPORATION LIMIT OF LIABILITY ' M.�IAA�7•I�M,�M- wr.,..�...•.�.�r�.6./A....... ..Awa.l.�w��'YibAAr.l. ww��.w��11 • UhITED PACIFIC INSURANCE COMPANY, • • a Washington Wrporation $9,944.85 " • • • F WER& I NSURMCE CAPANY P a how Jorsglo +orparatle)n $9,944r85 • • . • WhikWo tto sild Principal has entaerWl into a certain Wntrrct with the CITY OF " • &XTIWTX BEACH dated APRIL 18th. 1977 fir canstrvctioa of ths WLSA CHICA STREET • • STOW4 UMINt CCM391 s • • NOWs lei, E.FQRE, THE COWITION OF THIS OBLIGATION IS SUCH9 That* if the Prircipai %hrall • •Maintain AwJ nisedy said work frve from defects in materlais and mwWanshlp for a • s perried of riot (l) ,year follovinj completia"s there this obligation shall k void; • • ntim vise it shall ream In full form and effect,, r 0 IN W17NE5S WHEREOF, four (4) identical counterparts of this instrunontlo each of which � • sha11 for all purposes be doemeS aA original thereof .:seve been duly arxmted by tiro " Principal and 5urotiox above naMed on the 29th day of r erg er. 1977, e CWMY-D0K0VAN, SURETIES: " • A 4INT VENTURE UNIT' " P AM BY: K.E.C. 'MY-KEITH E. CARD, A ='' r .- • d ratnc s �"`r�` ton � aC • • 8y" • ,: , , .�.� FE1�EiZAI.I" J �� JN A s s • �Y: OufMAX UMSTRUCTI(1 (;W MY Of Fro arr s>'Worrony-11R-Fact • • XT I /-'PROVED AS TO FORM: • DON P. Bom • Ci;At ney r BYE • ty Attara�e� • �r+J "' i �. .4�Y'a a, t,� . •I .1 '��j�',+r ! . ��ri f.Q ( ,/I J +r K �iN . - �� + ,I r a 1 11 t 44 i E 40 ' -TI T=JED ` TYrIC I1qE3T. .,AN'(. C0M.. r'A. T"jr h-10NIf: 010PICC, TACC)MA, WASKNOTON POWER OF ATTORNEY hN0'r+lf Al.l. MEI-,' BY THESE PHESE►dTS, The-, the UNITED PA-CIFIC INSURANCE COMPANY, a cofporatiun duly argonized uncsar tFt ttvw of the State of 4Varhingtnn, dc►es herwhy make, con,stituts and iisl,yjint FRANCIS G. JAR'.!S, JR. of NEWFORT BEACH) CALIFORNI.A------_ its !rue and IRwful Allorney•in41ct, to make exacutI, sal arxl deliuvr for and on its behalf, etKI es its sot and cvvd ANY AND ALI. PONDS MID UNL'1`;RTAKI003' OF SUREITSH-111-..--_-----_------ and to bind thy UNITED PACIFIC INSURANCE COMPANY thereby as fully and to the same axtent ea If such Ronda and undertsikittgs and otl*r writings obligatory in the nature thereof were signed by an executive Officer of than UNITED PACIFIC INSURANCE CUMPANY and seared aatd attested by one other of such offics+s, and hereby ratifies and cmnfirrm all that Its tuid Attorney(s)-in•fawct mey do in pursuance herMol, Ttiis Power of Attorney is granted Irdir and by authority of Section 37A of the By -Laws of UNITED PACIFIC iNSURANCE COMPANY which provisions; are now in full forco and effect, readirty at follovyl: SECTION 37A ATTORNEYS-IN•FACT SECTION 1. The Board of Dirt.t % the Pimiden'r, ctr any Vick-Priiskrtnt or Assistant Vicw�Presildent shall have power and authority to: (a) apaoint Attornteys•in-lact and to authorize t., t^ aaecuts on behalf of the Company. ponds and undertakings, recogniranctts, contracts of Indtinnity and other writing- obligatory in the nature thereof, w.r' )) to rarwyv nny such Attorney•in•fsct at any time and revoke the power nod authority given to him. SECTION 2, Attorneys In -fact shalt Iteva power and authtwity, sLsM tot to the teens and limitation[` of the power of attorney issued to them, to anecuce and delivtr on behalf of the Cotroany, bondt ard urrrfertakings, rscugnlransxrs, atntracts of indamnity and other w!itlnw obl4ptory In the nature thereof. The corpoiats seal is not nemsiary for the validity of any bonds arxl undertukings, recognisanees, contracts of indemnity and other writinpt cibtiSsiory in the nature ther,00f. This power of attorney is signed and sealad by facsimile under and by authority of tits following Resolution adopted by the Board of Diroc;aws of UNI i ED PACIFIC INSURANCE COMPANY' at a nesting held on the 261h day of October, 11971, sit which a quorum was present, and s+id Resolution has not ..i:!n arrr+nded or repealed: "Resolved, the, the signatures of such dimetors and officwre and the sear of thw Company rnsy be affixed to any such poww of attorney or any certificate relating thereto by facsimile, and any such pcw•• of attorney or oertificate bearing such facsimile signatures or facsimile seal shell be valid and binding ups+n 0 a C:irnpeny and any such power to exfcuttad and certified bV laciimile signatures and facsimile seal shell be valid and bi:tdwil upon the Company in the folure wi!h respect to any hoed -.r .rndertaking to which it is attsctwd.- IN WITNESS WHEREOF, the UNITED PACIFIC INSURANCE COMPANY has caused these presents to be signed by its Victi-riesklent, and its totporata sail to be hereto affixeu, this l I th day of,, AU 197-6. UNiTEO PACAILIC INSURANCE COMPAN'• q� SCAL jSTATE f)� Wnshinht:on C It '��l'Executive Vice-Preaidon t COUNTV OF pierce On this 11tr day of _N�.Y , 19Z_6 , personally appeered,.._.� QUaL —aw Executive to me known to be the Vice-Prestdant of the UNITED PACIFIC,; INSURANCE COMPANY. and acknowledged that he executed and attestey the foregoing instrument and affixed thr t•wl of told wrporation thwato, and that Section :7A, $estion 1 tend 2 of tho Rv.Laws of said Company and the Resolution, sat forth therein, are still ... full fore. Pdy Commission Expires: January 1s 19 ~-r ~ Notary Public in and for State of s are �!N , Residing at TOM s•sl- 1. Q. Keith Jebnsofa , Aaistor•t II►etary Of the UNITED PACIFIC INSURANCE COMPANY, W hereby certify tlhet the obove ani fore61rt0 is a true and aorrom copy of a Pother of Attorney executed by aid UNITED PACIFIC INSURANCE COMPANY, which Is Will In full force aril effect. IN WITNESS WHEREOF, I have tiareurtte set my heed and affixed the sane of sold 9o+t>gO" tiNs L day a IOZZ. ^ML WGDU•1451 QD. V14 i 1 POWER OF ATT-,AEY Know all MNti by these Presents, i-%at the me.RAL eN&uHAw.f:. oO MPaWY, 100 %viem vrr*V1. Now York, Navr 'Ynr,�:, a New Jersey Corporation, has tworrstttuW tad L ppolntid, and close herwby r.c#% 1v1v arid appoint lfmnaiu Go J'9tyi t3 or Not mach Ka true and lawful Attorney -In -Fact to execute ;ynder such designation iti Its neme and is affix Its corporate areal try and deilver for and on IN behalf as aurety thor"i or otherwise, bondo o any of trio loil,wing classes, to -wit: 1. Votidr, and tlndortaki a (oll►ar thin Flduclarr W-nds) Mad In may Twit, tnrgnetts or rorswdir In ant l Court, o. filed Under- taking, Inth which hhe iiff or poWtrtof Ithe bored, or«doft of not Wng undeirttaldng doff not*.o"d Me sumo Onm Nu lffd In ouch d Thousar d Dollera 1$100,COO.00). 3. Surety 5o:�da to the United State« of America or any =ey thereof, Including Moo* rarlvired or permitted undor'the two or rreoulaUc�s releft to Ct orm or Ir mai Asww; Lrvertse and II' twit Lariats or other Indemnity bunds under the laws, *Mroarom or rid 1ations M opy tote, City, 'sown. Village, Soerd or oftr body cr orgenization, putft or privata; bonds to 1 rmo". don Compartles, Lost Instrument bonds, Lr.'ea bonds, Workmen's Oomponpation bards, Mlsoailanecue. Surety, bak k bred monde on behalf of N ftdor PlAlia, Sheriffs, Dapvty Shorl?rb and similar public ofllciels, 3. Bonds on bshalt at cortrovtors In corxneation with bide, prods or oantrac* In WIMm, Whereof, ire said FEDERAL INSURANOV. COMPAW hsas, pursuant W No By -Lao% owwd ftea presents to be *rod by Ini Ass Mont Vloe Presldartt and Assistant &Wret q and Ilea oorporato ayal W be hervo affixed thie lot day of January 1074. FEDERAL INBW ANCE OOMPANY B icMisr ,'•Milan L 8efr AsWatant Vloo-Prsoldent 4�d Rothn E. Oct Asevant Cftretary STATE OF CALIFORNIA, Coots of Los AalMa , I 11e.: On this ' tet day of January 1074 before me personally am" Rouse E. is me latorrrr NO by me MOW, to be AsotetaM 8sorstary of ohs FEDIIAAL INSURANCE CCMPAFIY, Mir Corporm" dalsor!4sd In end whfoh anowtsd tits forsohp Parr►tyr of At ff" WXI f7ts Bald Notha IL Cos beits4 by me duly sttwrlt did depose and cry that Gila tssldse In ills Olty of Los Anpstsn, In Mtr 44 is of OWonde; fhst she h AvdaW looro" of V* FEDERAL IMWRANCC COMPMY and kr*ws the aorpMle seal thsrso e, tl* ifs• ON atfliea in fflsa for�afrp Power of Attorney Is such oarpo. ate esal OW w" affixed by aeltwtfty of th4 by -Lon of tstld 0 amp� bIt als5 autlsortty; licit etas Is awquAlb-1 whh AN O L Isle and how o him to be Ae NdM VWv PtlsMdsttt M staid Qsrnp wWo &W that fths $ip 10" of said Alan L 3* subiorlOW to mild Pam of Al QMW it in go ilimm rte l:rtdwrlttttlp Qf WN Allan L YMr and was thersW 4tl6ssyOW by &Aft tr of SMd EH&n acid it dopWWW4 p#$WW . 49 Maw l4d8ed and 8wom Is bdldm tie on ft dOp Wkm yufOlMtl �fr IL ,soil into fm 64W , � 5 s4i, dokoo*& no" 11111111111111110 a. .'�,�3+L1F•. 77, 7 .Yi•:k:::c.Sc:�ri4,�.•�'�'[,'i:'I�bL A wI I —1� 1 C[ Y AND G0UW Y OF LOS I NGELFS; sr, 1, ttts undsmiprwd, ASW*tartt wticm1puy of tlw INEDEfi 4. INSURANCE' COMPANY, do hwoby Cerilly thLI the NN'lowing Is a true cxoerpt ho m ttte by, Lmvs v.t the wud.Compmy w aJopt*d by Its Board of nireotora .-ot Mat it, ` W3 MW vivoded Mxy 27, 1971 wW float OW i?y-4w is In fiall fora« at/d offsot. 'ARTIQLE XV10. Nation 1. All bands, wo4wiakk► M oonvw s and nVw li*nan6nls Mar than se Mxrfe for artd an ballot of t1w Company wh1w It to acrlttit aW by law or its obansr to etimom. nval vW shaft be executed In ttm Woo sold on behalf of IN 0ampany ettlrer by the sRltilctittm or tfa Wce�hala~nan or the f1rsoldent or a Mcv4bv�t, )olrttllr wtlh flv, bur y or an Aseisll M SacroUry. , u r4v their resp oodwo designamNons, exc*pt that erry► " rm more officam c, sWxnvy*4n4vat d*slgnrt+rf In any r+tieoltrUm of ttte turd of Dlmmftre ar 1% Exwutlw Oamm tbfsa, or In my potoer of arWn w S w outad ae Irnotrld*d for In SwU m ^r below, may cxe wb PV PxA bond. rMertakhg or other olbltpWan as "ded In ouch mmi-Acts a paw+r of a tomq►. Sea11on 1. AN powers of adlorrwrttot od on b*W of so CwW(j nrw wW Mali be ttac3um In On name wW on belied of tit* Company, sft w by go 01talrman or Wo Vloo4halrman or the PmWdarrt of a ViaarraNdn', or an AselstaM Y1a,-PrswrNtary or on AsMOW GecrwiCy, vndcr tFrelr respo**m do*rrallons," And I furthar ow" tart I haw oorttF.rad fffa foneyatnp copy of the FM R of Iti1~oiRICEY -4M Mtn original dtisa d wd the ums M at a msct arW irw copy of Me whols of *W original Pmw of Athmery artid ;) ,,i sold Paw of Atlorrwy haw not be W rat-jkW. And I further oortity that said FMF-JVL. INSUPMCE COMpP►W Is duly Nov owl to tw%seat t11&ft uW ow" busirses In Haft ctit ttte t3taIN of the tft%d ft*s of Amertaa, LA MM of Oyluftti k Igwrto Itlw, and each of to i Protrimm of Canada with the exooption M Prince Eft ud fdwW; and Is also duty Roamed to becoma. " ours on I b►, We u 4vrtaWgm etc . p*W ted or mqulrod IV low. Olvw render my head rvtd aid of sad Oompwq id Los Angeles, +Callfomla, this $9th --.-.._.cf*r of C Aae!stertt ftenr ttry +'rw'�'w"v�.�.. � � , . � .7._• 7' r TY.'.;.'r'•'_7i. T. a..+r.•t. w..... a.. rw...�.r...a. 4 Y . 1 I Y. 1 POWER OF ATTORNEY KNC►W ALL UEN BY TJU,SE 1'R S 4NTS, That Don"man Ccnstructi.on Cwi parry of Minno- ►t•ota, a Minnesota corporation, for t►10 pllrj.;c,;;r, of: ea; a►bl:ishing JAP office in Calif- ornia to bid, construct and complet o projectts :;f it gener. l c;o!.t,tructlon nature in t:hf v9W(3 tier n s tat efi , and WHEREAS, it is to its beat inteveSt: to nppoint one person or more to super -vise, manage and direct the work contemplated to be p,rfotaied under the above -mentioned projects with the Owners, Subcontract:ocs ane./or as aigns, and t::, del Lver to isuch rc-presentat:3.ves a. power or POWC•-o of a1:t:ornay eatisfar.tory to said 04,7ncr, Subcon- tractor rend/a: asi; r!ne, to rnable. ouch r.eprvss.�nt_Rt lvea to properly perform the duties delegated to them. NCB►, T11ER FORE, These Present Wi.trmpsaes that the undursigned teaks, consti:ue, and appoint, no of nay 4, 197i Miles 1-Tector, Santa Ana., California, and Len C. Murphy, tie�.aport Beach, Calif- ornia, their trua and lawful, attorneys in fa:.,t to do and perform the following acts tend things in their natr.E: 1. SuqecviBe, manage and direct the prsrformance of work under the above -- mentioned projects and all of this operations thereunder; 3. Sign progress and estimated -voucher and subcontracts for 'York done or to be done under the above-me.itioned c•ontre.cts; 3. EndQrAe in the name of Donovan Construction Company of Minnesota all checks, drafts and other negotiable papers dvn m by the Project Owners irk favor of Donovan Construction Company of Minnesota and arising out of transactions connected with or incident to the performance of the afotcmentioned projects, and to deposit all such items in the depository selected by Donovan Conotruction Company of Minnesota and, also, any other:-• funds belong;.ng to Donovan Construction Company of Minnesota and received by them; 4. Sign extra work ordf�rs, c'Ihange orders, and bids, in; 'luding bid bonds, -wnn limit. 5. Enter into joint venture or partnership arrangements. Hereby giving and granting unto wai.d attorneys in fact further autharit:y and full power to do and perform every act and thing whatsionver requisite and necessary to be done in the premises for and in the e.tecd of and in the nboe of Donovan Cons true- tion Company of hi.nnenota, hereby ratifying and confirming well that said attorneys in fact aha ll lawfully do or cause to be done by -virtue if these presents. IN WITNESS WhEREfF, said Donovan Construction Company of Minnesota has bereunto caused Its corporate name to be signed by its Vice President and the corporate seal .to be affixed and attested to by its Secretary, all being done in the City of Saint Paul, in the State of Minnesota, on thin 4th Day of May, 1977. LT'TEST : DONOVAN CONSTRUCTION COMPANY OF MINNESOTA i 1• dg�14*0-6 - - swftb� O. 00. tl arion, Secretary G. V. Ohriststenpon. Vice rresident I.'' ... _{J1 •+'.A '��f... (�'�_i' Alf /.�i..4 _4. '11� f'. 1 10 Is Apprnxi - i tam i on to uantic 1A 521 L. PROPOSAL TO THg CITY of HUB"rINGTOA BEACH V„uwMw,a,w fir- YerwMY..�—arr�.. M.�MM+.r...r�.r��.w• Mr..rIY.,rMlv's /�MnJ.•I.yw• K.MaY..l.r.w+.�...w..lr�.rr..r—w, wrwr.rr.+. M.'rru—...1aw� ru �rrw...+.....��. THE CONSTRUCTION OF THE BOLSA (=Cl� STREET STO d4 D?ZATN ' 4 00' Nla EMI, TO PUiRCE) . CC--:3 n 1 To the Hunorahle Mayor and City Council, City of Huntingros. Stsch, Californian in compliaace With the annexed notice inviting sealed prapoeals, I hereby propose and agree to enter into a contract to perform the work herein described and to furnish the materials therefore according; to the plans, specifications and special provisions for the said work and to the satisfaction of and under the supervision of the Director of Public Forks of said City of Phi-tington Bench, California, The undersigned has not accepted any bid from any subcontractor or materialmen through any bid depository, the by-laws, rules or regulaLiona of which prohibit or prevent the contractor from considering any laid from any subcontractor or materfalman Aich' is not processed through acid bid depository, or Which prevent any subcontractor or materia.1man from biddIng to any contractor who dots 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 neceasary to deliver all the Improvements complete in place in strict conformity with the plane, spec if ica tione and special provisions, on file in the office of the Director of Public Works, City of Huntington Beach, California, I propose and agree to take full payment therefore at She following unit pricear to wits Items with unit price written in words I Unit Pric-%j Total Construct 72" R.C.P. (800D) at a tw • „� % � i pyj}�i it .�� �' � rJ� e� `� � v,..l !+, �4 e . , ,rho, y,, Y■■■ Ih; V • 1 u 1 PPCS Coal.' d h �, •Y1�.:Yilu�1.M.W •w�MU,rrr_..�aMW. ' Pproximate !' Ctem Qunnti.ty 521 L.F. 1 b. S • � iMMWM.r�wM�,M�•I 2A 637 11. F'. f 2B 637 L.F. i 3. 136 L.F. t S. , 139 L.F. 6' I 13 L.F. 7. , 84 L.P. .w �.-.r+�...+�r�.w ...,1r+.."r.+•w.N-._ _—.r.wax.�swrwr+wwA..r��w.v Y xtf d! h'i La unit price �rr:itte�ai �.n w��rd,� Construct 7211 C . I. P. P. r�t� L� /,•o a �� per w.MN��Y►:W...y.�ww Construct: 6011 R.C.P. (1100n) at �. --,Per L. F. Construct 6 011 C . I . P . P. at Sixty Et nd no/1.00 Dollars der L.F. Construct 42" RCP (1000D) at One and No/100 Dollars pax L. Construct 3611 R.C.F. (1000D) at Sixry and Ao1Ofj Dollars per L.F. Construct 30" R.C.P. (1500D) at Thirty Eight and llNo/100----_____----.. rier Construct 30" RCP (1250DI. at Thirty Eight and No/100 Dollars Saar L.1 Construct 21" 'P (125ODL at � T[hir.�Two and oAOO Dullsre L..T �r�A eta rrw�. Cunrtruet Junction 8tructuri per 8. Z r1a1. City Stt1. 307 at ---Iwo Thauaaw. and 00 Dollars pu' eat Unit Price 4F M' + 1.. M $380 �9. 43.316 240..1 S, 092. 494. 1 �t _... ���. ,I '.f i,. �. _ Y.as ,'�'.. ail.trW���4"" _Xr�Ya}sjk'. I _,:Y+Y 7��.',.•!"Y.,��` •"'�,�+rF7 s .� y6� t^ i 'l � .}r�r W• 4' F y y f1 a I . i PROPOSAL - Cont, d j �pproximat* Itama wunit price with it i Unit Price 'i'otal. Mein k Qua ntit y 1••WWM•1/tt .iY+ryy.....�._....,...MI,.. written ire word .,.b...i..............,.i..,.....,_..._. �.�..�..�YW. �w...../ra..Gw:._1tis..A..•Y. ......... Construct junction structure per 9. City Sta. 308 at: On�� Tlpus nd, TI1.'e , b A a • Hundred 'rwenty Five and no/.._l r t3�� . r._.._._� pop w•.r...�.�•Wrw.a —.rr...wr wa�w...—.wr.rw.n.ww.-...ate �1 325. .+ 2 6 of rr Construct catch basins per City St . 301 at Two Thousand,Three Hundred 10. 3 e a . -...__.. Thirty and No/100------------ -per ea, . $2 33Q. b 9'90� Construct manhole per City Std. 312--A at Qne ThousanFive Ffundred 11• i ea. -ift and 100---.._- W--_ per ea 1 550. 1, Construct manhole per City Sod. 309 at_Qne 'nccusand and Np Iff) 12 • 1 e a .r..�...._.-..�... -- Dollax,s Per ea $1, 000. 1, 000. Construct R.C.P.--R.C.B. transition at Four Thousand and no/100- - - �- -� - -- - ---- 13. 2 ea Y ��------- per ea. 4 000 8 �000._.�.__. Construct R.C. box (W=7 ° , H-3') at 14 • 10 L.F. Two Hundred FiftY an /100 ; -•._w per L.P. Abandon S" V.C'.P sower at 15 . 75L.F. .F. Eft and no/I00 Dollars _ --..Per L.F. Construct brick and mortar bulk- head ate a Hundred EiQhtv_ELM al 15. 2 ea. no lU0 Dollars per era. $185. 370. ' Lump Ralocata trailio signals at, w 1ye 17. Bum Thousand and no/100 DOIIAM Lump Sun Y $ ], 2, OOOJ 1 12 , 000. tit r. �' 1 Li,.' V i. 7Y • h' �j i�.l 7� t i' •y�!1'�v: r. w 1 !,'A'•'� .5 1 1`.I�`, 1.• ,r.i� ISM �. .�.h'p��� {) �...�. i Men' - I 1 � � �. I 'ri�l. �µ�•� rl ���� 1��� Y���Ir r '��YrVr, "'h r t I 11 Ij • PROPOSA1-Cont d e 1 Item # pproxJ mate Quantity t wr..wwlr.� .rr.rwrww�,wrr1�11 r i� 1 I i Y �w......r...w..rwo.rrrw.lrlk wlw►�rrYn.+.�..r.r.•v.rr.r. ���.. w.., .......+..+�w.y..... ..r......�rr.� ..w..� Items with unit price Unit Price Toted. written in words TOTAL - The following items r.re ALTERNATE. Either all of the items will be i cluXO J.n this contract or none of: them.. (Items i A t4rough 26.) c:onszrucz r3ca-- n.,�.t�. Llluu,js aT; 1 1 CA 481 L.P. L.F. y _..�..._�...._. --Per Construct 6C" C. Z. P. P. at Si� x!j�. `• 18B 481 L.F. 'Three and n2/l00_Dollars _ per. L.F. 63. Construct 48" R.C.P. (1000D) at 19. Seventy Five and no/100 Dollars 4 L.F. Per L.F. $754 Construct 33" R.C.P. (1250D) at 20. 95 L.P. Egxt.%y and no1100-Wllars per L. F. $409 it..l_......1..._ Construct 27" R.C.P. C1250DI at 21. .. hir.a Sil and rgLOO_. Q2UgE+g..���...._..�.. 92 L.F. �►t L.F. Construct 24" 1t.C„F. CISOO D1 at 22. 4122 L , F . Thirty Four and no/100 Dollars L.F. 434. construct motion, structure 1. •a . 40 Btd. CIS gat 23t1 kft 4, Y•�'� till �' ��i11�i 1�: 'r �'� '�� � �� n'' "�i �, �'•� ��i�4' � ••,f� '�. ' � � '�r .' � � r ,.!�_.. _' ��1;'r.! ���Ir.,��• III:' � �_� :2�YN��i Med r,' ' fir$. � r. �.r� J[�'�6 l �di�l.it . JCi C� rL. .__, .. _. r'Mr � iNl � \ I�i� � ... y�.Y iy���'� r • .u. r :,� 30.303. 3, 800, % 65a .'W r i •f 1. ••irl '01 i+ylp�l •.•r.Mgl �' Ir _ • �� � � d4 d k em f E A6pproximate Quantity Itamb with un::-�. prick rwrttton i:i wo;~der Unit Price Total Construct R.C.P. to RX.P. transi- tion structure at FJh, Hundied 24. Z ea. nild no/100 Dollars $ 800. 500. Construct catch basin per City Std. 301 at_Qnq.' 1caand. 5even.W L(Undxed Tweet e and no r na • _EL_ $11P 725. 5,1.75. ;. 26. 2017 L.F. Remove Arad relocate Q".A,C.P. water man at. _Fgrtyand MQZjQQ, Dollars_ I,..r. ___per $40. 8o 000, ALTERNATE 'BID ITEMS TOTAL--_— .r.wrr•�rw.w�rw � rr ..a..�r...��. �r+�.w ��M a�o.wNl I Y11r�� 17, ' + , � r'' r' r 'E ..h ' rhy,r,,, � f� +,'W ,. � i i. •'I•�;,�: ,,ti`; � r��'' 9� j�'. .�,�� � ��"rV '�,1 ' � � � � d. i� ` ' rl � ,r' . I •��I I��S•aA i•����'. %- i�r•' •,�.i• r � �7?! rr, +r ^ 1 � •r � 11 _ •r ' f„♦ �,{ ,� r '� �r r" � t �y �4 r� �. ,t 1, r a � r Yr '. h 1 �' 1. �, 'r. *'1 � `�1'' ����.Y� •'�'I�r�N`��N� i'I .f4��{�' '•kFr��� �rL:��., i,t /, i��yyd�����,,,��1� �lZi�7.Yl.iii� r �, � �Y h M '� �'r 4d���'�li Y'+''1 it t:y r�� r I< /.iY1d'. .M,..�.eo-�esc;'��A'*+d61s�Ai(111b�1H�+g9�lil�i�:Al+1lLi��� 1MrIMhti�i1''d.ietr+e-r��..• , _.. ..... ..,.. J The n rerei nod understands the Contract time ltcuit a)Iotted for the: t:oritrr!ct Is 4S (-.0hudar, days, H awarded the contract, the undersigned ts?reby agrees to sign said contract xnd furnish the necessary bonds wi,thlli tan (10) days of the aw&rd of said contract, antl to begirt t7ork iA thtn Curt (10) drvb froet the date of approval of the contract by the City of Huntl i—tot Usch, California. The undersigned has examined the location of the proposed work and is familiar with the plans, spe:cificatton.s Arad r. terra] proviatons and the local condfiions at ►+tits+ place, where the vt,rk is to be done. Accompanying this proposed i.sbidder's bond for tenrcent of the toral� (NMICEs Insert the words cash, cashier's check, certified _amount bid in dollars ht,ck idler e s trod, sa her care may b ). Licensed in accordance with an act providing for tha registration of contract License No, 2,82463 KEC• DONO VAN, A joint'Venture K. E, C. mpany 10 V, � Donovan Construction Company of Minnceota sigua r of Diddei By: Business Addross 200 N. Sherman Avenue Corona, a . ornia Place of Residence Dated this 4TH day of • April i9 77 �ru i/. 1 Page 6 W.'p_ a .10 f i ' 0 rijrjisAnt to r}-e Gr.vpxr p&v.t Code 4 10 0' ti7:�! }'; t;.,_. ';::n,Lr rt:er9 i L s,r,.;z,,�, proposal to be jecrpt.*ble for. r.ongi,da-At•I.cn 'Yhtll .r-ornt 11 6.1'Ar �Iwaa ;.jTjd ZG7CMtj,: tj cS tilt: place Of h'usitleass Of each sub•Gontrittor who *111 ?iX)zk ?:*n Aer ��r•t►iy:;= .-ttinor half of cr't Pk'1:z0-.;t,: 'it i.114, colt-21. bid,$. WO". j'A 51, KRTfiRW.,D a-Ub-t;MRhGTOR r UD-CON trJ,CTC*S fM�M.�I.r ••J�i�rll/Vf•IF..� -..n.Y.Mi/A.w.r.irM f-Iil�•rrMMwww�•�•"..W. 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J '{'#�1s�.�,�•1 r •r y. .y ..�. , 1 ..%n �' ..f!k�'Iaifwn,ii..• ,�. � �� �` ,. ,�`' 7 � 1'�1 1 }�'`;wn $ti pr�tf . r L,� ��. �iT ^Lx,,ll' i N' I (r'� ,.' r f L q,,[{-}.�y. +, yyt��+' "� =�.� 1b sw "1. • .r�,, �t Ltu +„ '1". � •'}!'� ri . r.L .�. .! �r ..•.'. ii 7'P,F'.�' r �, W. 7i�tl !`. Ihrir!1•:`4�. Y.(J���r+T3!+I;� T'��V+, I;;, �IlnJ.�E.t;c l_dCI(:!': 1C: E.'-CJ t.1.s1 i:)l;. t:oa,?U): 'ultj .. . - t�7,:(•y btu �,1: +:lr;It,: �� i_ ::. r� r. y r i - r , AL n�-IJ%:I-1 '1,ed under 1-he L;,wrr o i _ �l:cii:C. Of... � ii'lifc,zni�l (, l'.. v_�:(?Ill�]f1liy� C cont rar'1:Cst,_ t ,,1 1 .. -Mi.nnc -smta (L3Ul10tiiF111 COM"A.:-1'0. 01' 2(9246 t' ;! t7 i.1. i' ii.:?_ the f i ! �, � and �• the )-. tne:; �1t1�:1 is is �. ill. m�.. ':_; C)1: Ii 2: t 1"l�.t t' :-Je s of al] C:"i-11r.C�.t: �.'?;. t:'Zc C'r.)?'j)c7 :J+;.7.f'ii • r , r nr71T)•1I1� �'� �: 1 �', i (�• I't'r 3Cii:'C] '')I'lI1 I'. i�') I 1;-)t/; �1 t�-iR,l�"1, i (� t) �;�I ��orl tilt•:, j�j,�r,ta S. �� � I;�,�?�l ,.��.hzy,� ;_�,�, �:(✓c_-�:1:��z-�r •'i rtr�-r "I��''p•.-su.rer :1i)r!�1�.. C 1: j'.'�.I:.. C:✓ f��,.!.'..�'��li:;C- ri•.. �'� t".ClI1.�:::. l:':�'i .._.iZ r.C'• 1 �:I:'1�C1::11.�11 j\.. . C� ��� f �` ✓ I1 (..,� ,.. Co. c)l �1n�lll:c;wl_)tn, 3t. -J.:7, L at �.�__'-E1: {: !� ?..//. ! �?"Qa' ct s GOmn''Ictf-'cl Uz:' t.l.l: Oj-. 'ni-J"i 111�)L t i I{ C•f�:' i- [L7 i1CCi:��l1C:Ci (9) List the ri me of tile per'800-1 Who inspec'te'd the. ®ite c:a t'rp: prc.yukc ed W01-X for Our f ixsn. K.9C. Company rizrnc�Donovin Cons W&QjgLV&te of Xn.sectinn 87 ( .1. 4) If req1m:.--qt.eL4 by the City, the bJ.dder shAll furnish. a no t"aximed financi:zl t:��i:+em��;�.�:, :flnanciml data, or �*k�� in,form&ti4rti and rc €+ex'-° sufficiently compxeh+ revive to peirmit an vAppr'aigspl of hit ��t�lx'2;or ,4 t 1, 10" C r r,,I,y. OF HUA'.-"J.a I�a'c�l; 6TJA(,1f CONTRACTORS CC, R'1'I ICAT.I t- t' ONCEhIIING LABOR STANDARDS AND Pffi:7«A ILTNG WOE REQUIREMENTS Cti' P-ortt;LnE;c.;On c/o E'.En Coo1'clirl ),t:or P ^o,' e c t No. FroJ ec t :name contract; with _ fo., the c;r.'rist;ruc.t:iun of t2�e 1, l'!. eyl?l' :)j i; C 1; ,� ac1(n(---,,,: t h:tt . the Su p].ementary c:or:aStiot7s ,, I= coil i.rac i; for Const:r'uct ion are inc:l udecl in the aforesaid o.' any of the al'ovpsaid e..onditions, 'hif'racti.ons by any of his subcontract:oil r, and uny l c�';. =1 t;?.�:,' suboont��,,ct:c�;_'�r . �.,� ni.: �'`Sporl:�.bilit:•y r tc•, ! . ,F,1'(;' t.i:; t; 1. be requiro execut` t he Contractor' Fj 71. va:i.l.trid; !'Jag;:. ( el".;�I.f'ic� tt;e, as a c;c lidi.tlon of -this contras:;. ( :,l 1Jeiti1; he nor any f l-rm, cewpovation, partnership or asuociat- Ltc n :in which he ha,- a substantial interest; is designated as an ine7.i�,iti1<.� conf;r��ct;or by th Corriptrc�ller General of the United St;atreL nur.-ivant to Sec^ tion 5.6 (b) of the Regulations of the Secretary of Labor.4 Part: 5 (29 CFR, part 5) or pursuant to Secriorx 3(a) of the Gavin -Bacon Act, as amended (40 U.S.C. 276a.-2 (a)) ,or by the City of Huntington Beach. (b) No part of the of oreme, itioned contract has been ov will be -ibcontrac:t o!d to any subcontractor If such subcontractor or any firm, corpovatiori, partnership ox, association in which such, subcont, actor t•ias a substantial 'interest is designated as an 1 eligible cortracrtor pursuant to any of the &.for*- ment'.ioned regulatory or e`atutory provisions. (e) To anfeguard against discrimination on the basis of race, color, cv,eed, sex, ago, or nationality, there is compliance with Title V11 of the Civil 111ghts Act, and Equal Employment OpportuniMy Ac - of 1,972, and this nompliance shall. continue. M9W XV h`=?? �., �riYfr��''��/'� r. r y�� rrD,V• fii � ' l�M 11� } � ,/1 l ,$�, �r '. fli•'� J'4i�/ 9 ° : jr r rr /Vt �' "}' � � `F Ih ,� , !, :r,, v;l 1�I rf.k�ly•11' �t,� I r OA., 1Y;ir��L 5t9�ri: t 1e �r'M .'v�av3d ° �yy r „ ' L1Y`I 4 I!r ( ( r*?41 •y(Qf 1r,'r s y'rrl L r t.t ,, !ll II: 1 MhiI1T l ; +�� R , ,u r. r 1 I He 114"t'c:cto to ohtaln ntid forward to tl�c, City .if Heach within ten days after, the exCau21,1011 of rsny :Yubcontract, including t;hout executed by his subcontractors apd any lower tl3r subcontrac-* tar+ , a Subcontractor's Certifluatfon conc,erning Labor 3tandarlds and Prevailing Wage Requirements executed by the subcontractor. s 4. He certifiee that: (a) The legal name and the business address of the undersigned are: .. (b) The undersiggied is (1.) A single propriF.torrahip i � �...�..�. (3) A corl_orat:ion crgani zed in the State of 'i ► (4) Other organization kdescrlbe) i (�) The name, title and address of the owner, partners or officers of the undersigned are:: Name Title Address �+_._...r.w�._+.rJ rwn_.•.•.. r�. a...`r. w�.._ mow..... �.r�w i 4 (d) The names and address►:ra of all other persens, both natural ans' , ( corsporate, having a substantial Intoerest in the undernigned ' and the nature of the interest ake (J.f nosie, so state) : Name A dreae Nature Interest 1, ��" • , rY r •1;� '��i •li`' 1 "I Gob — .-- v ,1 + +. J'1i��ll� w `I�1}r rr1.!II'` 1F dl ir''�^1'�Y.,+7''f. �.: A Ib..,l�`r,... r �� .., ,� r /.'�lJ•k •, q'1",r . tZPF i «. ' � �- wi,,• 1 � Y,�, m �'iJf. V � r �q � J n Iq ,y~ t •rM,�� � i�� � � `��^ a R � 1( 1�''. 1�11' r �� " l,i` .i 1 Trrr I "! y9yr •.rl, �� !1 Ya i�, � �� h �' "'•1"qIM �I,jrYllrYfM" "' v' r�,, o- Y•� , , ..''/ �� 'R. *� HTr 1 r 1 , � �+ yl 1 (e) The names, addressee and trade claabifications of all other building construction oontra*tors In which the undersigned has a substantial Interest are (it noneo so state): t Name Title Trade Clanalfteation Contractor 1 Dated- � By 1 15C' ' do r i 1 L POWER Ole' AT !'ORNEY KNOW ALL MEN BY THESE PREJENTS, That Dorwvan Construction Company of Minnesota, a Mi ryneacta corporation, for the purpose of establishing its office in California to bid, constru►A and complete projects of it general construction nature in the western states, and WHEREAS, it is to its best interest to appoint one person or more to supervise, manage and direct the work contemplated to be performed under the above -mentioned j projects with the Owners, Subcontractors and/or assigns, and to deliver to such repre- sentatives a power or powers of attorney satisfactory to said Owner, Subcontractor and/ or aE:signs, to enable such representatives to properly perform the duties delegated to them'. i f NOW, THEREFORE, These Present Witnesses that the undersigned make, constitute, and appoint, as of December 6, 1976: E Miles Proctor, Santa Ana, California, and Leo C. Murphy, Newport Beach, California, their true and lawful attorneys in fact to do and perform the following � • acts and things in their name: i 1. Supervise, e, manage and direct the perfonn nce of the work under the above -mentioned projects and all of tlxe operaticns thereunder; 2. Sign prugress and estimated vouchers and subcontracts for work done ' or to be done under the above -mentioned contraete; S. Endorse in the name of Donovan Construction Company of M nne ota aII checks, drafttr, and other negotiable papers drawn by the Project Owners in favor of Donovan Construction Company of Minnesota and arising out of transactions connected with or incident to the P erforniance of the t aforeme,itioned projects, and to deposit all such iterns in the depository s selected by Donovan Construction Company of Minnesota and, also, any j other funds belongingy to Donovan Constriction Company of Minnesota and received by them; 4. Sign extra work ord.�rs, change orders, and bids, including bid bonds, --no limit. 5. Enter into joint venture or partnership arrangements. Hereby giving and granting unto said attorneys in fact further authority and full power i to do and perform every act and thing whatsoever requisite and necessary to be do ae In the premises for and in the stead of and in the name of Donovan Construction Company of Minnesota, hereby ratifying and confirming all ftt said attorneys in fact shall lawfully do or cause to be done by virtue of these presents. i IN WITNESS WHEREM said Donovzn Construction Compwy of Minnesota hAs hereunto uausad its corporate name to be signed by its President and the corporate seal to be affixed and attested to by Its Secretarys all being done in the City of Saint Paulo its the State of Minnesota, on this 6th day of Denember, 1 g7g, DONOVAN CPMTRUCTION COMPANY ATTEST: . M1NU9190TAr I 4r ry Y r'I Sy: :a °•" M '% . 1 r ,wp JII ^ til ���" �� � � h�� I ��' F�f' +1r•• ' "5`'• �t ' �„F •!L' XT,i', o.yr_ r, r R!� 4i ,',.,�•. Ckk krt' i r 7dragy '� r •� �..u�.,. __.��a�l �I' !�;lh � d..c�,.v �....r.,i�',!!•�',�LY 1 J_ .� {��W •lr i __ ,_ ���.iV' 5 � ,. �'�..r��, p�'�I d: �'�l: AS'L..�1J_S,.:I� �. 1;�•i�.�.. �id�,. �.�•a.:'.. ��.. '�.�,�♦ , �., .. _,. .. zwe-oast X!ftAx MA 1969 Flood control channea 1969 Drainage system 1969 Drainage system 1 1969 Pipe & sewer system 1969 Flood control channel 1969 x lood control chann«1 3.969 Storm drains and 9txeet construction 1969 Storm drains and I. street construction 1969 Midway storm drain Valua of Wort Location Partorm2dW3A 6G5,300.00 Riverside , 201,000.00 Chatsworth 33,400.00 Carnon 249, 000. 00 wan T���dra 687#100.00 Anaheim 563,000.00 • Cypress S81, 547.00 City of Garden Grove J.04,132.00 City of Anaheim 31.31674.00 1969 Culvert construction 1?8,000.00 1969 Flood control channel 65,591.00 1969 Flood control and 19,850.00 repair work 2970 Storm. drain 40,100.00 1970 Storm '-i aia 60, G00.00 To 1970 Culvert construction 69,300:00 1970 Sewer 759,000.00 ;f 1970 Bridge 563*700*00 1970 Storm drain 6220200000 1970 Storm drain 136, OOO.00 1971 Flood control channel 373,500.00 1971 aridge 131I M. 00 1971 Flood 10 373, 3�00P OO • �contxol chanyyof I . .0 . For Whom 'ta►' La ruin Co. Macco Raaltq Coo, L.A.C,.F.n. O.C.F. C.D. City of' Cypress Garden, Grove Anayle im. City of Escondido Escondido Nission Viejo Mission Viejo Co. Orange 0. C.F. C.I . Laguna Beach O.C.F.C.Da Talbert Av-4. City of Fountain Fountain Valle; Valley Cabot Road, First Western Mission Viejo sank Marguerite Pkwye Mission Viejo Miss ioll Viejo Co:apany Westside sewer O.C.13.DO Westminster Lincoln bridge OX. R.D. Orange Riverside R.C.F.C*D» Elsinore Rx'0 0C.D. ' Riverside it.CtFsd.ri. orange O.C.R.D. 0 41 t' Al e S 6,.. r�� �... n�i���.r�,*,y,• .r , •;y wn� � 1'1;: ,. ,,����•���'��.� h� • N'•��� '^+�v �V r 1 t / 1 �S 1 1 i i & I r��YY.tr ! Va luo of Work ?Location Igor Wham ' .X001 ,YDo o f Waxk Il.rw. .. I-cr forM2g._2f kio s r ■ �arrr S 1971 Flood control channel -418, 100.00 sylman D*A@CsF*C•D. i 1971 Flood control 1,055a500.00 Torrance L.A.C.F.C.D. channel � 1971 Flood control channel 132, 200.00 Atwood tl.C.F.C•D. 1971 Flood control. channel. 278,100.00 Ojai V.C.F. C.D. 1972 Flood control 10900, 000.00 nall.ona creek. L.A.C.F.C.A. 1972 Flood control 660, 000.00 Riversida R.F.C.D. 1972 Flood control 225,000.00 Riverside 1972 Flood control. 152, 000.00 Coyote Creed. Kavanaugh Dev. 3.972 Flood control 11 i , 000.00 Transition shelter Structures, Xndustriee F;1 Tore '1972 Flood control 99,200.00 Costa Mesa SFAS Construction 1972 Pedestrian Bridges 102,000.00 Norwalk L.A.C.F.C.D. ! 01 1972 Flood control 3 91, 000. 00 Anaheim O. C. F. C. D a , 1973 Flood control channel 708 o l55. 00 Rl. Modena O. C. F. C. D. 1973 Flood control channel 729,565,,00 Chatswoxth L.A.C.F.C.D. 1973 Flood control channel. 930 496.00 Beverly Hills IG. A. C. F. C.U. 1973 Flood control channel 239, 936.00 Riverside R.F.C.D. 1974 Flood control ch. 11650 000. d0 Sherman pairs • L. A. G. F. C. D. 1974 Flood control ch•. 1,150,000.00 'Taos Angeles L.A.C.F.C.D. 1974 Flood dont,rol ch. 800,00Q.00 Santa, .Aria O.C.F.C.D. 1374 Flood control ch. 1,6500000.00 Corona ' R.C.F.C.D. 1974 Flood control ch. 360,00(1.00 , Corona R. C. F. C. D. 1974 Flood control ch. 1,370,000.00 Riverside R. C. F. C. D. 1974 Flood control ch. 460,000.00 Riverside R.C.F.C.D. 1974 Flood' control ch. 575,00.00 Westminster- City of Westminster 1974 Flood control ch. 2,940,000oOO Los Angeles L,A',C.F.C*D* , 1975 Flood control ch. 804, 000.00 Wilmington L. A. C. F. C. D,. r , Flocd control ch. 100050000600 El. Segundo L.A.C.F.C.D. 1975 Flood control. ch. 350, OOO, 00 Westminster 0. C. FC C. D. 1975 Flood control ch. 8OOp000.00 San Juan Capi,et. 0.0.F.C.D. i 1975 Flood control c:h. 385, Safi.00 Manhatta n teach L.A. C. F. C. De IN L •,+.• i ti�. 41,' 1 y,,, , iJ r' r ' .'tir 1' d )� J `y y1 "/ �v . i� • Kyt y.• / fy,•' .fir •J I; Y 5 J7 i�f/]�!of ',�, , • ? 'r „J' 1 J'',T" h' •F i/I I �y i'1 5N J yS''•7"1� + f/ fv 4t• f.ir r °-F'i +'5;IY f+',f'1�+'M•d1� , ' ,1•?' ,• 1'' ri`^.'•f ,r' 1 ! .�'�7�� �'���� r1ryA1' t ;'C':r,.;w ,' •� , v.' .' r, ..w :`r''•YSiLIi/','," .. ' •',. ek .i'r' ice:. 'i iW,'+ ,4 �,,.. r,'r •r� J' r / i.1� V'�l,Y'il `W �'h�I,�1 �''! •� x.�l.i .l ,'.. .. I� C JI f 1 ' . J f M. 1 (• "TO a , , a - I J yxx ' ,,. y;,' �WR " I„ f •,A1 SV r1.o 1=� i+n'rf ' 'k •, �k,�,x , WT r_Y 0 K. M. C s "COMPANY SCHEDbraULE OF C2LISTRUCTWO EXPERIERr9. m Pa a Throo, Value of Work Duation For Whom Year =p of Work Performoid OZ Waft Perfome4 1975 Flood Control ch. 797,0MOO Tarzana 1975 Flood control ch. 2#237POOOtOO Lois Angeles 6 m I 0 4 1W, .,. W. 7 — A I j MCI \ it .? 417"0 WK,,,, 1 a. 1 I , 1 STATE OF "ALIFORNIA COUNTY OF LOS ANGELES 197/ on �r : before ne, the undersigned, a Notary Public in and for said State, personally appeared Keith E. Card, President of K. E. C. Company, a California Corporation, and Miles Proctor, Western Division Manager, Donovan Construction Comps►*• of Minnesota„ the principals of a Joint Venture, known to me to be the parties that executed the within instrtunent, and acknowledged to me that such Joint Venture executed the same. I Sv , HAIta F11 , L SEAL. t"'r JUDITH L. LEE ' N�JY,�II1' OUVILIC . CALI;OA IA P-1- CIPAL OFFICE IM ....'�\ LCi9 ANQCI[S COUNTY Myl Carr^1Ilalrn RXplra5 rsk udr'y 2, 1979 (^ an r e `' `�•*""` 1.TE OF CALIFORNIA ��,.�aw♦•�a�•.� �r���✓a.�.+....a..���'.wr'+�.y.{.YY�ww���Y M•.�YYN•tiM.✓�.w.�w!•�.....rw..wawn.wrMM11YMM 1 '1- 0 1 1 �\ �A .v,�'s-T`.�'t'�fi�iti.?I�.'1��:'�;•d1"?'��i'iy�dll.`r1y''�BI'�w.:` ►,s`I�;•. c .6 41 W�V? w � , N IV , r• t 01 t 0 State of California 1 Orange County of �, ? On May 2nd �,• 19 77_. ,3er. fora me, the undersigrwd, a Notary Public in and for acid County, pa xwa;ly m ad w�cs G. J i known to rrw to lye the man whoes name is wbaariiiad to the within iroWurnent as A.ttornsy-ir.-FgCt of UNITED PACIFIC INSURANCE CA)WANY, pid ack►awkWW to rfe that he uAwdlrbul the nwne of UNITED PAC IF IC IiVSURANCE COMPANY, #a S•xety, end h , 5 awn ►wvm as AttaiwV-In•Fect, t OFFICIAL StAL # MMY A. JENNY f PRINCIPAL Off= IN Own tVty Caret+iO W Sxp�4r�as Au& 1% 7LA- � •.Irlt►�ilMrrrlMierwewpirll 19 11M-1111 Sp. W2 ICALIR.) �.,-..+._..�.� ...�...........w wr....- . �.-.ter_. . t...w.+............—. �.._.... �....... � .. ..... _.. -.� wi.arra�ll+ r . Y, - it • i l r _,,,� ��� �' .�. ,' FX i r � 1 +^ .� t } r, v i � ,r � ai „ 1 � --,�\� filj y,! ��� i�.•�:��� �,'ri x�l �w, ��rY b. fir,,•.''. • � ���, i y Yk�'� i� f�, •..y '„ 'fir f, i'�, .''I �,' 1�yY",1 �t V + � r , � � ��R rYX�x it I • 1il 4 r� •Y, �'% 5i��R' �r h�. �� �, ., n. W I' ti ftk 0 0 41 1 ''�' • �.�', , 1 � n. �.Y � i 7 ,,r � '�lrar ia.l � �� ry� I �v� ' � !'Q�["Ka ��� � 4n; 1� y ry'a 1' ti'� '� R.t n �.. P'R i �'�y? ;4��� �'� , � �Iw• I•ol 1 1 • i 1 1 �►.*��/� ��ee�*.wee�rtil1ltasw ACKNOWLEDGMENT OF ANNEXED INSTRUMENT STAVE OF CAL16FPN.,. ts.: COUNTY On this. -In-L.-day of —2!U,..,..,.r --In the Year one thousand nine hundred arrd Se entY before me,Mary A. Jenny , e Notary Public in and for the County of f — ,.,,._._..._.._..,msiding therein, duly commifeiorso and mrn, pwirontilly a;Vestwi Frand s C. Jarvis _known to me to bit the atLorW- i n; fist of FEDERAL INSURANCi: COMPANY, the Corporation that exeaited the within Instrument, aixi nl;o known to ime to be the ptrs*rt ...W..vrho txowtad thor within Irmrunwnt on behalf 4f the Cowstlon tharein rwn"d ltnd aoknowl- edged to me dwt wah C* poratloln exumled the am. IN WITNESS WHEREOF, I have hereunto Mt my haW wW affixed my official Beal In the Cavity of gig,._ -• —_tha day and veer in thbr oertlfkatte tint atvve wrlttea, �itl►••.e��r���►���V •�e�eieee�'iw nFrtCIAL SFnl �,l NARY A, JENNY N01ft IRV In and for Cam nNOIAQV rllPttt CAI-. roriNIA $gteOfCali- Mw COt MI"lon expiry,,., LN"' r,.,�All — ,.,.,N O tlunNGF r0111 iTY !t 'Ay C'timr+�ttrton Exptree Aua. 12, 2977 Perm 91.10ia6 f1�er r4« "��r+AT��oee��swaal►i�a��ew....e• ilk, U ti Zr ' � 1! 1 •' „'S,�„i;rl ('`b• ��I �1 i'� 1 4 l`1 "J•� •ui ��� d � • .. ., )lL•.� Y �l_Y•. J i i . •4{ k !! 8� 4e n � �. • . v . # �' :'� �' •1�', .a ':<. �4����'NI' -ti�'R /�Y ����', i�ary�yy�lr'�� A• �p•y�,-��' ' STATE OF CALIFORNIA COUNTY OF L OS ANGELES Yry On MAY 3Iq a before me, the undersigned a Nota Public: in and for said State, personally S , p rs Wally appeared KeLth E. Card, President of K. B. C. Company, a California Corporation, and Miles Procter, 47eaLo Division Manager, Donovan Consta°uction Company of ,Minnesota, the principals of a Joint Venture, known to me to be the panties that executed the within inst:ribne-nt, and acknowledged to me that such Joint Venture executl)d the same. WITNESS MY HAND AND OFF IAL SEAL. o f F I C I A L SCAT. cnu10-IMA ar;tr f ar e ''%,•.; ; :' L01 n!1t',Ll f.B CgUNI'Y I' MIS C:�m�riN'�' CAP", Fe - CAP", 2. 1979,y S ATE OF CALIF( 1 ' { r ! +..�1r. _.wrr.._. ..rr.�.w....-...... �.�IOMIRiM•rt�'VR.Y..•.+.. _ems ..... 1 I 71. �� ���''r �. • mil« 1 ) h �,1 '1 4 _ �l �!, .,y' �y �,� �, ' ��-,.�.�•1:•..Y.S Ak �. �..a1�iY• vii G. �. ••. AIL' r k.IM/.iv.':,. :'f. i y �_ow..�.•fu�bY �1�7.>�;'Ai 1�. 1.. � .'�'i��� 9 0 r C 0 tJ T R A C 'P TIIIS r.c.;Itl;l?MENT, made c.nd erstor.c;cl nt.o as of t:ho ,Itltrwof A ril _� _ , 19 77 , by �xr�%A t�r.l:w�::ci� L-hc+ l:T'!'Y i)i' ifUN'1'.tPJc;'l'c)1vJ lii�,l'.Cit, cI m6lilc .E;�-tl .�r�rprata`i.c�t7, here.in�aff.e T�":'�'fst'T.'L`.I t:rJ ils 'I'IIIa I~.'Z'i'V, iarlc? K. Hl. C. COMPANY--DONOVAN, A 'olnu Ventti•e fii�r.Cii:��£tc�r. r�c.rr_c�d Lc� a� '1'III LGtJ7'•I�liC'.1'tJR.. _.......�_.._ _.._______._..�..-__�..._.+ W 1 T N E'S 5 E T WII[�IZI:A�, in aecoL-clance with the prc)vi. .ions of Suction 1770 of the Labor Code, the City Council of Lhe C!.ty of I!untangtor-, Beach, California, has ascertained the general prcvaili_ng rate oz W-Elger, applicable to the work covered by this contrrar-t CS mr;:t: LN-ILAACUlarly set forth in a resolution of t:hc City Council of thi: City of Ilu.'-f- llg torl Boach, a certified copy of wfii.ch resolution il-= on f. i .l.e in Lhe of: f=.icu. of the City Clerk Banc: made a pert hereof and desi rinal,ed ass i>.c.sulution ' No. 4249 , entitled.- ' " A RESOLUTION OF THE' l:'PrY Or '111F. CI'I"' OF JIUNTINGrWN BEACH SPEC-'.X'r Y1l4G 'i".iE PREVTI1L.ING RATES OR F'I':IC DIM W7'(--31-:s roll I'U'.?I,7_C :'�OIt}:.'y coPd'I'fo-C'I-S. r W1113REA.S. the City Council of t1va, City cal: titirZti.n�lt:�7n Doach, C-ount-y � of Grange, State of California, pursuant. to stat:rLes in such caso:f made and provided, duly andi regularly caused a notice to bc: p ibli hed, calling for. bids -for labor, mate- ial, tools and ecluipri,en•t: for t:h construction of the Dolsa Ch:ica Street storm dra:�r:, Cc.'-391 , in said Cit;lr of Huntington Beach, California, said work to he constructed according to plans, specifications, general reguii cm�tnts , and special provisions for same on file in the office of the Di.re,t:ox of Public W, �� Works and adopted by the City Council of said Cite of Huntington B;-ae', • '" :on they 7�th ----day of ��� y , 19..�?..�. to which raid g1�►nsp �'.'; IDS* apeciflcations, genera requirements, and spec al provisions reference y , is he,rnhy made, and by such reference they are made a part of this I contract as if herain aet out in fi,.1 ; and Rev. 12--76 •', ,�,,, � '' �,'' •ii.';N" ''!�,� ' �Sr. h . , IM u•M•�I�Lr✓ril�.l�r .M%� � a - 'yi*.+.��r-� � .. M r,r. L�,M,. , -. � �.�+. .. ,•.- _ �. - . ,IPI",. si7_- `/ -770� ;7' i 11 `;3 '��. y :. r�Y . •' .r + e�C.` df.: w.7;n; , 'i i�btitiFi.GfY .� �e�_1,. ..itL' .':l r �.. v r 'tib_ r: ..� • ^,.. _._w� wyr t WHERMSt the City Council it a regular **otinq thereof and at the time and pLaca appointed therefore received the report of the I results of the bidc submitted by the respective bidd0rs for the construction and completion of the above mentioned work, and after careful consideration of all bids submitted that City Council awarded the contract therefor %o the COXTRACTOR therein named at tho prices sot forth in his bird, it being the lantern and beat bid received by the said City Councils rI Now, THEREFORSe in consideration of the convenants and agreements herein contained, being :ions and performed by the parties haroto, it f is hereby agreed as followst I. By my aignature hereunder, as Contractor, i certify that I am aware of the provisions of Section 3700 of the Labor Coder which ' require every employe: to he insured against liability for workmen's compensation or to undertake self-insurance in accordance with the provisions of that code, and X will comply with such provisions before commencing the performance of the work of this contract. 11. Contractor agrees to receive and accept as full compensa- tion for furnishing all materials and for doing all the work i contemplated and embraced in this agreement, the unit prices Con- tractor submitted in his Proposal which was accepted by the City Council. A copy of said Proposal is attached hereto and incorporated r herein by reference and made a part hereof. Contractor further agrees 4 that said payment by City ' shall include all payments for all loss or damage arising out of the nature of tho work mforamaid, or from the action of the elements, or frog any unforeseen difficulties or obstructions whirrs may arise or be encountered in the prosecution or the work until its acceptances by the City, and for all risks of overt' description connected with the work; also for all expesnuez 1 incurred by or in consequence of the susspsnsicn, or discontinuance of work and for well avd faithfully completing the wwork, and the whole thereof. in the hir4nni! r and according to the plans and specLf i- t nations, and the requirements of the Engineer under them. III. City agrees with the said Contractor to employ# and does hereby employ, the said Contractor to provide the materials and to uo the work according to the terms.and conditions herein contarined and referred to, for the priced aforesaid, and hereby contracts to pay the same at the time, in the manner and upon the conditions set orth in the general requirements and the said parties for themsealvess, their heir-, executors, administrators, successors and assigns, do heruby agree to the full perkorm&nca of the convenar.nts herein contained for the contract bid amount of 9 7Q ..w_ww._._w..M.....• w' which Amount is subject; to adjuntmont upward or wnward dependent upon inplace quantity Are applicable. XV. It i- further expressly agreed by and between the partied hereto that should there be any conflict: between the tormss of this instrument and the bid or prapos&1 of said Contractor, then this instrument shall control and nothing herein shall ba conu idered as an acceptance of the said terms of ss,id proposal conflicti;ig herewith, r.�a� •�M.--.w..�rw.�.w���.w�TYM�wr.—.+�...-.rr..rar►r na�r.ralw..rY �rl�l�rar r.wrr.►.rYYwKMww•r���r�w ar .. .....r. r.r.. .—r.n �+�. r wa.«��..� r ...� .. .... ti. •w�.. .. 4�• �r.rya ��rwrb �.Ir ..•.aYrrr..ar �.1 r,�l.r .�..���nrr.r.•. ya.r���i•....w .ay. K.... .. .�Irr�a.sar..Yr�n �erxr rair.+uar M.. •rJ�..wrrwrrr�w rwy.. � ., '^' rr rMi�M+IY��r.�rM •r +r r. aw ��rr r. rw.rr 1.1.•r...,rrrK,��rl�r•i�w�;•�.Y rr M"M'.r�YrWy�y/y,A yW ar aWMY�•+wM�W�iaWrKa r � 1 r • ! a'4 "' d n Y �' .f,- 1� ,,,. ;,M, ..6.1'.'1,+' ; i'". '" ' yT� pw •� i, .,A. �� �;.,•� y � �M1l'�' ail, y * „y+ \4 �ly�. + +'rl' A '4 r ' Tp , �11 �� yy �� Y r;°���r• y . rr • •' + , A la. w 4 � ,r+ 'r /�. I9 i Mi . • rr i�eL.` I, , •i �` ��' '' � w f, ,� :, r',f 71 ;'d• . �, � •'+k %t h1� 1 Hwy+ti l�r i� a "i, r,°, rl f A ! 1 1. j 1 r V. Isid fiend. The Contractor further ngreas that his proposal shall be accompanied by a bidder's security in an amount equal i i ten percent ( lot) of his bid in accordance with California Govecit- 0 inont Code Section 37931 at seq. a V1. Performance Bond and Labor and Material payment Bond. The Contractor agrees to furnish, prior to the execution of the contract, bonds, covering the faithful performance of this contract ,:end the payment of all obligations arising thereunder in such form and amount. as the City may prescribe. V r r . C,:t l i fornia Fair Employment Practice Act. The Contractor agroas to uti.li xe faits employment practices in accordance with California. Labor Code Section 1410 et seq. IN _WITNESS WHEREOF, the City has caused its name and seal try be horc'Lo annexod by its Mayor and City Clerk, thereto ditly authorized and Contractor has set his hand hereto, the day and year in this Agreement: first above written, oa ted ATTEST: lop l h(i Articles c(:)vered by this Contract inust con- form with the Safety Orders of the State of California, Ui.v•i s i.on of Industrial Safety. 1 certify that I have read t.e Foregoing and will co;pl.y. I Uato M.Ay Z, 197" Con'E actUr JMOM As 20 YORYI LON F. 30"A Atha tto •y City dAttordor I CITY OF HUNTINGTON BEACH, a c al cor APPROVED .AS TO FORM; ney w / o ov KEC COMPANY- DONCVAN. A ]Quit Ventwe oA rac —5074 Legal Firm me (Corporation, Partnership, Cd-part,nership, Joint ' Venture, Individual or joint VlMt111"f � �. • ■ i rr rr �. .a\a�. K. R=U .A Y By - Position or TItIO DONO VAN CONSTRUCTION COMPANY OF jr, tare LXvlaiaa Manager/ AtO n ►, is Fact v0sition Of _TM ,A:�• ' '+IA: ',� - ram+, n.;, I . it 4 , " � I ' r „ `7 �Il �. , c :'r: e.�i�z! A.!y y` . iJ )L;1 6L 'Q. + I -rP d..' I • , , , �,,:. �'.,.� �. �'{ .' •'l.. ��., • �'?E' • ^1 Ir{ Ai! - ! r' tt '�. }/ *' Imo. 1� , . f ... ,j .� {' ai-'A�r r ^'' n ., .�rr�� e iI}. ', , r .k u 1 ''i ? �. ' 1 *, � t �Yr� �',� , !' yA 1 ' f�) 4 � � �j�"N� � 'Y4' � ' ' 1 r r • 4 1i r I 'f " f0f •f �`'� r l n'• ! nM`i {' "!' i �'r r Y J'y ► 1 �1 y. .1 1. r. f r . »�1'. r � . ' } ! • � (� � S j,r fV •� �y�'rt'�' ill. ` ♦� ] l • I , r 4hY f ; _ f r''. f I � ho , t K•. 1 rj rr 1 . 1 r a� PROPOSAL TO THC CITY OF KU10INCTON BEACH 4 G ' THE CONSTRUCTION OF THE BOLSA CHICA STREET STORM DRAIN t400' N/0 HEIL TO PFARCEj CO-391 To the Honorable Mayor and City Council, City of • Huntington Beach, Cslifornist In compliance with the annexed notice inviting sealed proposals, I hereby propose and agree to enter ill"() a contract to p►erforna the work herein described and to furnish the materials therefore seconding 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 Forks of aaild City of Huntington beech, CallYfornia. The undersigned has not accepted any bid from i any subcontractor or materislmin through any. bid depository, the by-laws► rules'or regulations of which prohibit oar prevent the contractor frca considQring any bid from any subcontractor or materialraao which' is not processed through said bid depository, at which prevent any subcontiracttlr or materialman from bidding to sr.y contractor who does not use the facilities of or accept bids from or through such bid depository. For the furnishing of all labor, materials snd equipment, and or all incidental work necessary to deliver all the loprovements camplete in place In strict conformity with the plans„ specifications and special provisions, on file in the office of the Dlroetor of Public Morks, Cliy of Huntingtoo seacbf Cslifornis, 1 propose and agree to tags full payment therefore at the following unit ;:% , pricesp to r+it= _._.. Item i Items with unit price written in words Unit Price Total 95217L,.F Construct: 72" R.C.P. (800D) at. . _..._...r,,.,_.. per ti r ; I .Y 1 ..rat 'f( •i t '• • :�.']Y� J,y ( la 0 1 7'f .J"#►''eu1 k "� A�iy'. * I ►�Nr 'T '�' r 'TM1• 1 '• r YY' ^r �r� 'f +N • ''rf( !L f%�M J,+ r 4 l}r��S'( '" I r�11 M�i�� �} r��, -,•.,LA , r, �. 'r� T �li'J„ ; °1,h . dr'. r . m '�, t 'F,,, � i� � _ 'e ► W Nw`.i:' 4 � ', � i�'� 7 h,r !� � f' yy�r,+ r ' � I � �h�� >k y i ;'� a�' �! ti 'N ���-' , 1 IrY � t .' r ����• �� �� ��r.A'r'�+t,�i�'• •� .i,. �t � �. � _ �(���� �. ,f y'T� '( .e ;}' � f' J'��I'�(,y 19' •�y l�-}1 � r ' ^r y �{4�r. a '�'�:,1, i rtiG •,j`?i�i Y.�y �q% ,f I tr '1 �y �. /,1•, - � � �� � � l� �� P'• � „ ► a � /i�j�.,'�S � �•� S ^ A' 'rrr �'j,��•r�;� x � q� N7 ��� 1 I rJdAr� I �,, �+ � � r'1 f r 'r• 1 ' 1 '. �' 4: ' • r, I �jf � y t' � } p 1 ' t � •� M� If 1 • , � { 1 r � t(1 1� � a ;,7�., �fi. Yi � �. '1'4 i�.i.:11 �`'' , ti.�'� ��JI r ,'rY 7 � � '^ p�� a'y� i, M� r�' '''+' �•�; n1 �rJ i� 1 �r al r,�q. 1 �r 'IF�. ', � ., ,, ., � ';�ar' �,��"��jti/'p ��}� '���;�ii• ^� r�r�s�� � � t pwl�� •� ��.•� �a5��i�� r,i��,, � �I�r'<,��•, li,d4j���� . 1{ ,. C, •11 xl r V 1 •1 " � � ° � � � . r � � �h �'f A 'ri�'� �'�N � � • 'i .`_„� a v��l ( 3 r ��.R �" ���.�� � �. 1 ► J' ��t11 �'f �r •�' r a ��',.' � p r .' �"""' � { � r r� • � ^n��`I' k ht b, "' i�. ,�� �M� �r�i t �1 �, !f �" I ' �� •1 lit ` . n , ►�' �, i '1 i r� J (.S s + �rY ,A ,tr. ' �1 • jJ Gt� 1`�� 1 ri IW + L r� L� \N t,.l,i, � 't ta.��'.6� ��f� f ,•P 'y}ur ��� >.r� — - -- — - N..r,..r.�,•_-4r+.ya.._........._.r�.�•..�r.� 1,� +, �i �� �'.r�c��, �� f, � Q�r�},�. �� TI ROP, "AL mo cotsr 1 ' 1 t } 1 . 1 . 1 . t 92 0 tors t pproximate Items with unit price Quantity written in words Construct 720 C.1. P. P. at tD 521 L.F. • l �G 2 ge►a 2A Construct 60" �. �'. P. (11►00D) at___.637 �,. F. S. 6. 7. 8. Construct 600 C. I. P. F. at Si- M 637 L.F. Ei ht and rya 100 Dolta�rs peer L.F. a Construct 420 RCP (10000) at Sixty__ 136 L.F. One and N6/100 Dollars per L. Construct 36" R.C.P. (1000D) at Sixty and Noll& I).ars aLr..+iWa 4 L.F. Construot 3010 R.C.P. (1500D) at 134 L.F. Thirty Ei •hand �it�/100�ww�r+.rwww.w/rr �w�1111yy�.yyyj��.rr i��i� .�r �i.J��i�..l. .�Mrgr!•, ...iiPF���� L. Constrict 300 RCP (1250D1, act 13 L. F • Thirty Eight and NQ/100 Dollara per L. +w.�+�a..wrr��l�r r.Yl��-�.r�.r ill wr+lrll�w ■r�r. Construct 210 RCP (1250DI at L P • Thirty Two air.! Ir10 lOq Dollars x- L. P w ..Ywrr�r 2 ea. Construct Junction 6trucstu ve per City Std. 307 at Tw housand .. and No/100 Dolare 3aer rw. -�M►�- 1.1.1 r.�rr." . 77 i w �►w I1' 1�.t price Total `SIC• 3v S P46 $68. 61 0 $38. $380 lit 43.316 8.29 5 g 092r 494. 2 4.• ' , f'1 ��, 5,. , +'�} !W'tl �t • i yl �' ,1 .'i,JJ s.r th' �•j r 'yfV :. {� i 1 +51Z� i:I �,' 14. ,��r'if��r�1F`r r4� rM/l��'T, ♦ ,/ % � S,. �(i�t{4'��•/' S°la a �1�t y��' � ,r. M+?v yy'+ �• 4, ,4M't /.'" ""` r 1 S� R �� x 1 I l,'�t,,�� a F✓af. r r�.d a1; yip{„ ",• �' !'. 'r G ' , �' { Mr ' 1�� •, r. J , r� � �y ,a,r h� ; R,' luga �11'.11, I a YF "� �,�',i r "', 1 ( '�;•,1 • � 11 T r��ilf ��� , � �'•�e*�w 1�.'�^j � 1 'I � ��� I 0 44 of i . ri, r w�''• �, , it M I{� rt F A'q�• y y,', �' � �, J�,� �'�� j�� ,,�'rrl��i �,� n� r '� J r R'N;,1. L��I�n �'•r a � �,y," '�., �rrr it I ` I w.ww.+w+r+yr.r,w.r■,+.Mq.a,.,i..�-- -- t'_._� ,,�i1Y� Y� O 1rRC C SIM,_ cony d V i pproximate items with unit price Unit Price,, Total i Item W Quantity writton in words Construct Junction structure per Jf City SM. 30� �►t (inn Ttrnusand. Thr 1 '9 ( . a' ea • Hundred T�ven / Five and no/10%r ea. .�wM.1r•r�i�O/�. v� . a725i,! fIj ir 65& tf.rwr�■ r Construct catch basins per City Std. 301 at Two Thouesnd Three 1-hund ed 10. ll* 12. 13. 140 15. 1 160 Liu I1W, ; 1, - ' I Thirty and No( 00--- "" r ea. Construct manhole per City Std. 312--A at rye Thousand. F 1ve : uDcircd 1 '�'�` • Fifes and O—L'O0 •• w w w w w w .. _ per ea Construct manlwle per City ,Std. e � 309 at One 'Thousand. and NgJ10.0 1 • �11. I .�..w.w.�._.r_■r�r �.. _.Y. Dollars �er ea Construct R.C.P.-R�C.S« transition at Four Thousand and no/100-----w:._ •_.per "a Construct R*C. box (Wa7',Hm3l) at 10 L.P. TwM Hundred Fifty 1' .A/��01 ---- - r�..tn+w...w.w —i■■w w�+rrrarr■ Pei LmFe - ��r . r tea. rwr■ vwr r.n■ Abandon 110 V. C, g surer at ' 75 L . P • Eight ar�td no/100 Dollars I rY. •..1�11�Wi1■w �il� -��_� ��i■■ �iY ■r■..I�� _yer LAP, Construct brick and mortar l ulk-I 2 ed. head! at—,n2 Ugndred. S.hty. EIV2.90..r. noJ100 Dollars der ea. Lump Relocate traffic signals at Sum Thousand and no/100 WIRW Lurp Sum r � '} •r W'fl l�i 71M-11� " 2. 33a $11000. r . 1 1 2, u0d 6. "0. Q)O I t, ''•;', rl r +.,� '��•�.I� , V ENV` rr�t, Y sAi '.,1'1•t��F r t ,i. 600. 370, ;. 1� i y 1 • 1 d0 �, -1. ' 1 7t tii 'r. r,A �,S Ir t� 4 f• qJ � �),� 4h H• •i!',' r,..Y- / y,,, _ f'�'�'"1 .,1 " icy 1t +.�r ,� �r � ti a ,' rjh er I !" � y r , � ,�f , v�' I ti �L`11 4.1° S P� , sr, � � • .r�', rl trN i•!, Iri r .'I'„ !''yyR :� f�"'' I, r L ,, r1'�Pi j' �'y• ti thy? �i,'� ,'�1�,•1*Ay'y/ •r�1t' � "ryyr.l• 4�y � * (1 � rl �yl ►� �' •r .11•,r, „� n • � ��+` +: rM; � I � ,� % I jy Ilr,, k l' /l,' '+'� +,i7 ',• yq��,y r T;a I .�R , • r u. 1 r H� P !t`lll t i � I 1 � eI f •' Y ryJ �1 f,�! f') Y" I ? �•� �Ia f^i� }�i,( 1 nl Yy�/ y �,-'%� ',•' 1 - � r!� t � �}�'+,��'�}� Tr t1'r. � r ti,�y� r ISM �wN•'4r� rhl �� �� bk +��t•�3j,4 ' ' . I v. e•� , q!r . ' � � �z yµe +',, � �°`r+.i �.`4�'`tZ�l$�� %,. o N'�r,ti� � ,p 'f• "�1 r 4 M�'ti'•1 �p, " yr �1 ��"il}r � 1�1T,'r Va ' r )��',� r�l. Ii � Irk ' ��,+�I�..�r'r,�.,. .. ro .-... • � r � I � r �,y y., , Y � �y� ��, 1 •p i ... ..., ,. ....a,-rq..�++rY.......«_...+�w a. a,l,h�.i'--,.-..-•...i�..w.Y�.M�u.ar�-4'1'F+'i1.y.t•. r+ � PROPOSAL Come- ` 0 � •.... `•..... �.... — , i 1 ' i � 1 U a 4 4 ., Item pproximate Items with unit price quantity written in words qr�1• ylrtr� w� �..�r�rr unit FriceT ToW The following items are ALTExNATL. Hither all of the items will be na u e n this contract or none of them* (runs 1 A through 26.) ' Construct 60" R..C.R. (1100D) at 15A 481 L.F. . _— ...^. 1 ' per L.F. Construct 60" C.I.F.Fr. at Sixq_ 16B 4 81 L . r . Three and no&t) Dollgra �••�• YI��.•�.�iill. r+rrliw wwl �.�����•� per. L.F. ...�waa�w+..�• r•.r•rl�wlw �1 f; Con eruct 45" R.C.P* (1!a04D) at 19. 4 L.F. Seventy Five and no/100,Dollers r Construct. 334 A.C.F. (1250D) At 20. ✓ 5 L.P. Egr 0Yiii/IQQ Dollg. firr..rr �..r.rw.wuwr+i -M per L. F. $40* Construct 270 A.C.P. (1250A). at 21. 92 L.F. This Six and j100 QgIi Are 3 Construct 24" R.C.P. (1500 IN at 22. 122 L.F. ThIrry Four and no/100 Dollars pax L.F. 23. 1 ea. Construct junction atruoiure per City Sid. 308 at Six undled FifiX 1 and no/100 Dollars _,.._..,..�'ss $65M 3 0 300. 4,148. r: M1 _ tr .�,' - - �.r1c.r I' I,�♦ r�., �A '� � , 4 •I,1,r f1 / I,,\A' % . r ' ��I ; , f,,1f n, :; 'r •„' - -sr. Lam- — _ 1 ---�e ,.i'_ J,. .._, M.,, -.r, _ r� i I. ?ir�'� •. �ctlih, �.iiF�'�CH1li ]iGf;.L'.J�;.I. 1 7�.' i,.'�.•eAiNd, S �elaR'r i o:,' ...�" . w.�:� C 0 ip A Quontity with unit Price WrLite" in Wordis Vait PrIcs Total conatruct RX41"PO to a.,Core t*"*L--� tion mtruat%w* at Aft.-HU 24, fknd L100 DDII$ik* SOM Construct catch basin per City Std. 301 at-Onii e ThousaA. Ijundggg Twenty ELve and L#QLWmr as* $10725. 5,1759 26. 200 L*Pa Remova aAd relocate A,O'Cppt no water fmkIn at arty 1! z 100.. ALTSRNATR 810-ITEMS TOTAL-- - $5644880 00 WOO P-m ---- -- ro� 4 :fY om �•,t !.»� •,'F7±�Fa''� �rYr IY� �' ! r/ , Y,. ,,r VOIF?Sn, r�,.��`1_.5�,,1,. �Y� k�J'1,�.N� fr. t��yy'i�f• Iv���,'i1 , t , _ a _ __--- i� ;t _ r': Q.�I's a,n 1,:1' 911 STY, r, �r l'Z.�,�n X'.,'�tld� �• �'} ( Pi i t t. Y tilSY�e� The ader i9n4d undo!"stands the Contract time Halt allotted toc the roatrect Is ea n ar days. , If awarded the contracts the sonde rsidnad,bereby &&vote to visa said contract rend furnish the necessary 'bonds within tea (la) days of the award of sald rontraekp s.nd to begin work within tan (10) dries from the date of approval of the contract by the City of Huntington besche California. The undersigned has examined the location of the proposed work and is familiar with the plans, specifications slid special provisions sod the lz�cal conditions at the place where the work is to be done. Accomanyirig this proposal is+� bidder's band for ten rcent of the total (NOYTICEs lnsart t e wards eashe cashier's o CC t cart e amount bid in dollars o check$ os iddercts bonds as the case mry be). Licensed in accordance wLth an act providing for the roglatration of coatract License No. 282463 "f KEC-DO O%IAN, A joint Venture 4 business Address 200 K. Sher',m,'in K . L. C. Ivan constx'1.tCtion Plate of Residence Dsttd this •4H _. day of .- April .....�:_ t 77 1 of mIn- nesotg 0 I• i I � \f M�,' � �j A, 1 ��'�14Q "¢'�.` l,�'^^/itllr��`a 'y�L.�.��.�y: ,�'t •'A1��� �.i r��''. ,• MME, I I"- 1UN-CONTW TO - LIM!N PUroVent to the 0OV41rFA*%'g C04k 4toelp tbo was Coftt*,UW* to Order for this proposal to be so'captable for consider* ttis *Mt I 'Niskish die, go'" "W10406166 of the place of business 'of escb suU-couttactoir who wM, portim work 04 1"WNW, SegWits on this project 10,84 6,00unt,4=444106 go* hall of 01W Pereaut of the total 101411. WM 10.01t PEItIPOMD'. still" �; JUII-ganjaft AMM$ Smith Elgerdo Stanton, California M 40111M by submission of thl's, ft,opo:8610 the 4011troctot cot tifie* s 1. Th*t he Is able, to and rill. perfoza the balm=* of all work which In covered in the Own submeontractor 11stL%g* Z. That the Ciiy mill be furnishad Coples'Of all sub -contracts ontired Late and bonds toTnIs6od by sub -contractor for this profart. 0 qW page 7 �j '•r ��'f' ' A Yle �•••• �rS �"n,'r fI�N1 { N �'` i.l. it % C`T.IF•'i,'. �.� �; ,y'T �.;•r _y�{ �. illy !,� +:.n.+'. '•(' r,� , "�{.. ��� +y''�I�+y� r1 1,'.., '+S ,..� r �..ix`[�' • �Y1,� 4�a �'+ ',*r�,��,}'�r�'r,,`, dr 1�' ,Ilr I}�•{b" . . ` I,fVR•I' '�,i,� � , ,�' � , '�,� R' 7 �r, 1`�, ¢y.-4 N •F„Y MM i•T 'r �v��., �� '� '.i .'.� � +`r1'. �� j y1,, +' �a }'•,'yN 6'' }, •''A ,'S ,� 1�' W �',1' ��.7'' r �'Y�I F 'Y�E'��i'u Y ��' il'*`;:i n� i., ., c �) „L �, V�: la; :��'.' .�a �'I „' �,�,, k a { t •'w" "�;,��� �1Pf ,ray' '��•w�, �j�o{�,' ��!�+r, �,y'r � (; y?;� �,, � � �, ,;S.F r ��.. � q,r'1'r ,� •� � 4' \ "d :�' '., �;, r n�!f, �yy�, •'�'•�`�li �"•r�//, �Ler t k, .. ,•., �. +1F w11A'.t�, •� ' 'y tit ; ,., �W {;y,r ?..M'1 �`',�'�1 WVY� 1'!: ,rM1� ;', M.I ,j,!k,y '•S.I ,, r' 7 r, �:'�. 'S' f(+�y' j4 , 1 I ... � a,• 1rr. ,, � �', 'I �,. 1 � S` ,�, r}r dy � {'� J� yf ,F d '!`,� ' 1�1� ,N A„�r� �'� 1 -'1 �� �Mb' r � �:�, f�� •' � �� �; �� ' `Y�pp. � ') 'vil ,� �.�5i � ��I���� �,� � Y b� � ��Ti ��"'�;di� �' f r. r . 'r �{ '�., y •��,� �!r n ni yt� •'f,�r �t r , ,7��. e41. �� �Y, �, l�rJy 1 r � ' • Y • ,. i, ' , ,'•l f•, ATN4 . v r�'�`!`G � • N� ., k +{G' y 'y{' � b 17 A7; Y::,�W'^r. e, '; r'�•, 6./ r'(,�.,, 1,,., yr r 't�'ti K'S"..e '� rr�� ��iY q M v w� ,�,.rl.1r.;��,y '.f • r• ,Y� r, :. .d 1'�'n� �� .� •''� ��, �r�,� . ( i r' � �, i' � S V � 'R'r >, F Syr •r r y r r y�. 1 ' �� „{r ,I i'I , , .+ •,Y 1r � i , 1 '�'�. � v . 1 ��� �' , yr �� 1 ��� ��, � � �J Jrrl ����� r y r �' S:{ ��1 y , ' � � ��� "� T It Jr ,r W'� , � � r •d• ' , � I �((�' ' � .y{r,l /, �! ,' r,� �': •,��. �'1'1� � � '`'' � i'4f� P �.'Y.�Y ��l �"r, r,i��' f� �1 lil��, y , 5� 1M I � r.- �.� � �.,. r.d. ., . _ .... ... r , .... � .. .rr,rr.y,. —� —��� _ — _—_ __ �'14,`i•+•a:�+ �� � � �� v ��i �W" S Y ' ����.� ,+ � y �'y��I ' 1 .J r� � YM'•rM.�r+.,r,.�r'�rv.M..gMr+l++'wp.+i..r..r�..r ......d.� � � �. �, . 1� ^�., , �R 0 0 PROPOSAL I NFOR14AT I ON u�Of D I DDE RS The biddor in rQquii•red to supply than following information. Additional �. iihoots may be attached it necossoxy. 1 Address N. ShermanAve,.e �) A .Corona, C� 91720 (! phoneJ7141 76g-d412 1 '0 3 F of firm -individual a►rtn ish ration: joint Venture +t'Y1 , p ex p, or corporal ._ .„ "'r r , % 4) Corporation or a�nized under the laws of .ry. the State of California (�K. E. C. C:on an (5) Contractor's hycense Number t Minnesota (Donovan Coast. Co. of 282463 ` Minnesota) p � W' List the names and addresses of all membera of the firm or names ar,d T 'NY ' w •� Ir t i y + fr v • v r titles of all officers of the corporations +�,r ■wry ���%�[� C'n t f�� ■/�•�f� ���� K. H. V. �orn�anY�r Da�i�.'�FIYF••••� ar �Ibi CM of �7iR{,i'Lvrlfii� E. Keith . Cards I�resfden( fytt F; gvani�r, �. ,...�.. �. .;•.. �.. John Davt son Vice President S V Chrfat�naott. V. ', n� Lr +n r.....`rrw••.• .++r.•.� r�a.drr.... ...I+.r�r..rri..wl. j n e Donna Davi sontp Secrete i reasu ohn . 'Dunderi Tr�asurer� y �. ,.._.._.f�.�.... ;. geste: r Se retat ► (7 ) N e E ars ex�e �.e:nc�a as a contractor n con trLot�n�n works Ki: ompany , W years / Donovan C0084, .Co. of Mianesota , 54 yeari (a) List at least six projects completed an of tecetat Mates (Contract amt .) (Class of Wor'.) (Date cpmplelted3) (Name and Address of Owner) Refer to artache 1 et jj err.. ._..._ �� �•' ► ' � 4 y . i rLL�j•f'�%��''�• i1 ��:1 7 �f• f9) (,t0� r. List the name of the person who inspected the site of the propoa,ed work for our firm. K. E�.C. Company 4� rirm i Dorkoyan COnst ? 0&te of Inspection �e i r�i.. r .�.r .. ,ter. rt • � if requested by the City►,, the bidder shall furnish a notarized financial statement, financial daitar a or other info..-maitLorn and re fer•- ences sufficiently comprehensive to Permit an appraisal 'of his curr4utt financial condition. , wow •r ,. .,r ! Y1. yr y.i ���,�•, I • 6, f 1 y , f Yi rr;. dM I PROPOSAL WORKATION _Hg�UIREO OT IJIDDZRS OW The bidder Is rcqu'ired to supply the foil* ing information. Additional t;hcets may ba attached it necessary. 1) Address: 200 W. ShOrmar, Ave,, Co mna 0(2) -Tolophone (7916-441 (3) Irype of firm - individual, partnership, or corporations J01Ut Venture j4) Corporation the static of Galifornlaoanized undir the laws of (K.B.C.Compoy)(5) Contractors License Numbers Minnesota (Donovan I nst, Co. of 282463 . It (j- Minnesota t6) List the nAmes and addresses oZ all nwabers of the firm tir names and titles of all officers of the C0Vp0rftt1F0A1 K. E. a Company 1Don, y 6n CAUS11 00 1- oill, Ulm:090tA AW -Keith E. Card, President E.D20M,n, PreshIcat John'Davl�son. Vice President 'S.N. Christeniion- Vice' Prtarctflebnt Secreta-ha rer Donna Davons, a-TrensuaL., jo *DurAer1,- Tre aei� I I M,C. Hoogestefer Se ta (7) ine M C tlre ta, k' j5myeiirs, ex'Derience, as a i r dn FrW on r u pany . �i-� XT yolars Donovan Const, Co. of Minnesota, ;' 54 ye'dili ' I (8) List at least six pro.-)Jects completed an of recent date$,; I (Contract amt.) (Class of Work) (Date cpmpleted) (Name Bind Addri!ilss of Owner) Refer to attached -list, (9) List the name of the permon who inspected tkm' sits of the propi,)sed work for our firme K. 9-C. Company Firm t Donovan gonst, Q0,. U11jan=QMDats Of Inispection EebmarX 24, 127Z (101 If requeste-1 by the City* the bidder shall furnish a notarised financial statwwnt, financial data, or othax informaitLort and teftcaft ences sufficiently comprehannive to permit an appraisal 'of his c,urrw.t financial condition. .8.0 INTO 11714,771777 "11 9 1 J17; IF { X 14ul., r♦{ * M'� y * { ! �i� .+ y 1 �f/{ d 1.IH 1 r r • , ,. �.. 'r w,r.° ��� ��,!„ + ? ..+�.,t}yy�,�p^fl♦ J.. ' r � ♦ �. j� �y ��, r ,♦}�1"i � }. '��q � � �'' �• SFr�I' .�� � �'+;' �•1•��r %y'(��/SI IAW + .t4��� ir �� ''���A�'i'�{�.:1, �I,�f�Mi p,�i ''x r1 , pier `� � :,A� ♦� � T X i� S �. +�r� r. +��" P1� •�,■ {1 1', �n 4; �'■, rf„r V,y�fei L �. ,; P ; ,„1 �tJ,dti1 « r4 r1 ,; ♦ 1 f ,,'I�r 1, �T-"�'7 �7 _ ,♦•: r, �, V j,,j,f"11��''r.rl. <r;..1 I,wk �i .y� ..+ 0 �M�•: I1♦++, ,�.. a ��. RT ,. f,',R',r� + X �, Jf r>r ,1 {` •�• 1 t.�' /, .., :��''. r I;LP '�f+�A A�'�. y r�,l,f 'R' ! •I ijr„iti ti 5 M � : r � ,,�f��i •r���r��l. ... f f nd�' � "' riN�� r� • itil � A;. �) � 1 1 '� r,. .: '�1 �' ,i� 1' �� p�'�� 4� ' {.r� S •� •��, ' .,i i� � a �� ♦ �, ram. •�r bl _ i.. �yyy,,,� IN x^�:i �jti,,My�+ 1 e. 4'; .fir � If� � 1 / / 'A K♦ 1 ��r,l M �r. � �,,{�}��'���� � � j f � , k�f ` ��e, � ��'{ r �� ��1 Y f �ipY' M� ��. rf77;:1R� � 1 �+' +� •�1. %�r, l.� .F � �!',".'' •',�'Vl� �'^� ��• . �e � y��,'�� 1 � •y �til• r 1 , 1 CITY OF HUNTINGTON REACH CONTRACTORS CERTIFICATION t CUNCRRNING LABOR STANDARDS ANP PREVAILING WA08 REQUIREMENTS, 10 4 11,0: Mroctor of, Public Works City of Huntington Beach 'P.O. Crux 190 Huntington Beacho Callrorni4 92648 c/o EEO Coordinator • r Project No. _ Project Name i `sA 2141fa &P s'" m_ The undersigned, having executed a contract with m OF YNiem-As MiAM fur the construction of the e 1arrtified pro ect, acknowledges that: (a) 111he. Labor Standards 'provisions of the Supplementary conditions of the Contract for Construction are included in the aforesaid contract.; (b) Correction of any infractions of the aforesaid conditions, .tricluding infractions by any of his subcontractors and any lower tier subcontractors, is his responsibility. (c) lie is aware that he will be required to execute the Contractor's Prevailing Wage Certificate, as a condition of -this contract* lie ce isti ties ' that (a) Ne l Sher he nor ' any firm, corporation, ; ;partnership or associa- tion in which he has a substantial interest is designated as 111) incligi.ble dontractor by the Comptroller general of the United States pursuant to Section 5.6(b);of the Rejyulations of the Secretary of Labor, Part 5 (29 CPR, part 5) or pursuant Lo "ection 3(a) of the Davis -Bacon Act, as amended (40 V.S.C. 276a-2(a)),or by the City of Huntington Beach. (b) No part of the aforementioned contract has been or will be subcontracted to a6y subcontractor if such subcontractor or any firm, corporation, partnership or,association in which „ugh subcontractor has a substantial interest is designated ass an ineligible 'Contractor pursuant to any of the afore- mentioned regulatory or etatutorby previsions. (c) To nereguard against discrimination on the biasi s of race, color, creed, sex, age,,, or nationality, there is compliance with Title VII of the Cavil Rights Act, and Squal Employment Opportunity A,at of 1972, and this compliance shall continue. 1 ''Y 1.4 1 �199- M 1 F 1 �'. ! _. �,�,+.e�'. ... .n,I�.,ly T�. � j N •�f !r - {,[�i.;','•, +}L �.•e•.I' 2Yt d ��177' j4,. }J",��. �, _a `! ��'; ,�•',+' �•I '.. ,'.. . • .`/� M•, ` '.i'.,�1��'' �4> g�,r<� Ki. * �''ry' �tJr. � �i �•.9R�•, .V i�` �4�'iJ'. �I �?!��� ii',•,f I�` r' r. ! � ` K , i •++ d: i�MA '� v i �, i JI � h- ,, " 1 f+� t . r 1 mil, � �•�„ ` ' f . i i i i .1,41•0 obt. 1 t11 r111d N Ivar11 1,#) t ht. C I L,y +1' 1111111 111; t ui: its>:to11 4 w 1 1,111 t! 14,11 (!,"l,ytt :11'tvv t,ho Citoettf• 1,011 or any tsulwontvae. , i 11v 111t11111, t.ho.ly vxe•t1utod by hin uubcoiitraotord aInd any lower tier :,1111c ontrav- t. 0 r-� toorr1 , a l ubcontivac tot," o Oortirlea►ti on concorni ng , f,nbor Standa tads anti Prevailing Wage Reluirements executed by the subcontractor• h. fie Cert it'3es t}tat t ' • (a) The legal dame and the business address of the tindere-igned are ras (h) The undersigned is: (1) A single proprie'torship (2) A partnership— O A corporation organized in the State of (4) Other organization (describe) wAiTURN (kne P: (c) The name, title and address of the owner, partners or offlcera of the undersigned are .4 Name Title Addressanlypa Igo >•; ' C0% �"• coma It _ - MM f(] 4. t .9�. ..... ►� ...._. rd - .ale bw .CA. Doi, Jak,..&1~ ' (d) nw, names '.tnd addresses of all other pears'ens, both natural an(' corporate, having a substantial Interest its the undersigned and this nature of the interest are (if none, so state) : Name Address Nature of Inn-erest f j w—aw_r.+•_ .•w.�.r.._..________..w.. .ire_ .•.�a_w�.r...�•r.a_ 1 •+..+�M�_w•r. . __-- - -ww�r.w._ww . �__. _-___•-_M_Y_�_wl. •..�Yn Y...w,I ! ,t. ,. .•.,•.wr�+�_aw.w+._..r .r.r....��r�.+.+sue+— r•....+.• �.r�/_+. w,..._.. IIA.M rt ray ti4 :W WN AL 1A Ay 46 nncl trade class rlentionn or *I). othell comitt-LOW.C1011 contrarAors, In which the ur13eitalisned Ii.-tv, ,.i rubs tint icil Interest are (if none, uo rtate): ji N:1 'rltle Trndo maut-.1ricat ion ld�wlrfroes Oi?.Pr— ,1044 WWAV 04W, 40,eAW&r—. Aft- .242 Af. Ac r.. Xr, A�pw A-004 tq, tol3ja 0. IX.St oe .54wv* A" *Afo.-V. AdW 4/ 4M&W� M 444 co�fra bw w— Dated: As 11W:N1 city ;tto 0"xty City Atto STATE OF CALIFORNIA. COUIRW OF LOS ANGELBS befote, M6,0 the undersigned, Fota r3r ea."Ate,, personally appeared Keith, B, Card,, President of K. Et C. Company,' a California Corporation,-,. John C, Davison, -'Vice President of K. E. C. , Company'j and Miles Proctor$ Wsstern,Divisibn Manager,, Donovan Construction�, Company of Wnnesatao the principals of a Joint Venturi, kno%4n to me to be the parties that ek6cuted the within instr=sntp and acknowledged to me that such Joint Venture executed same* W ITNE Nip) SEALIP OFFICIAL $CAL JUDITH L LEE B7A' A city ;tto rb"Puty City itto PCICIPA MOIR IN 116 In Ino—Tor e 9 MY 104W10461" VA0105 rotowtv 8, left (W ALIFORNIA NI 4 Oto Pr 7- 0 ion .e, 7 t I ' • it � + ` - 1 POWER 010 ATTORNEY KNOW ALL. MEN BY vu:sp. PRLSI•:N'17S, That Donovan Construction Company of hinnesota, a Minnesota corporation, for the purpose of establishing Its office in Calirornia to bid, construct and complete projects of a general construction nature In the western states, and WHEREAS, it Is to its best interest to appoint one person or it -tore to supervise, manage and direct the work, conternplated to be performed under the above-me'niigned projects with the Owners. Subcontractora and/or assigns. and to deliver to such repre- sentatives' a power or powers of attorney satisfactory to said Owner, Subcontractor and/ or :assigns, to enable such representatives to properly perform the duties delegated to them. O NOW, THEREFORE, 'These Present Witnesses that the undersigned make, constitute, and apyoint, as of December 6, 1976: Miles Proctor, Santa Ana, California, and Leo C. Murphy, Newport Beach, California, .their true and lawful attorneys in fact to do and perform the following ,g acts and things in their mama. 1. Supervise, manage and direct the performance of the 1.4ork under the above -mentioned. projects and all of the ,operations- thereunder; 2. Sign progres s and estimated; vouchers and subcontracts for • work done on to be done under the above' mentioned contracts; +� 3. Endorse in the na mY a of Donovan Construct to'n CornpanY of Minnesota all check3, drafts. and other negotiable papers drrvn by the Project.Owners in favor of Donovan Construction Company of Minnesota and arising out of transactions connected with or incident to the perf.7rmance of the ' aforementioned projects. and to deposit all such iterr.$ In the depository 5 selected by Donovan Construction Company of Minnesota &nd, also, any i other furids belonging to Donovan Construction Company of Minnesota and received by .them; r 4. Sign extra work orders, change orders, and bids. including bid bonds, ' --no limit , 5. Enter into joint venture or partnership arrangernents+ Hereby giving and granting unto said attorneys in fact further authority and full power to do and perform every act and thing whatsoever requisite and r:ecessary to be donee , in the premises for and in the stead of and in the rsanis of Donovan Construction Company of Minnesota, hereby ratiljr and Confirming all that said attorneys in fact 4 shall lawfully do or cause to be done by virtue of these presents. IN WITNESS WHEREOF, Fetid Donovan Construction Company of Minnesota has hereunto caused its corporate narne to be signed by its Frettideat and the corporate seal to be affixed and attested to by its Secretary, all being done in the City of Saint Paul, in the State of Minnesota, on this Gtb day of Dece=nber' , 1976. DONOVAN CsONSTRUCTION COMPANY ATTIMT: .. MINNESOTA By: laident 1' a J V ! 1 >a .t •t, (T1.' r , ,� ��' ', t .'}) 4„I�,ra.,. i��,� a.r +r y• '''� 1. .. 74,� 1 ,fir r, a � •. ,. j I, 0 I i y I . z « FIE ll'Ir0111NNCEwe• • KNOW ALL !EN BY TIiENE PRESENTS: That we K. E , C. 00PAN'Y'stEMOMAN * a joint ventur., • • P.C. kx We Coi*6o Caiifemia 91M as Nrlricipnlr wW the corporations hereinafter • designated as Suretiese, oath of which is duly authoMud to transact a surety business in the State of Calif fa. are held and f1froloy Mound unto,.the CITY OF NINITINIM • BEACH, a municipal corporation, In the sum of WE HUND11ED NINETY FIVE T1101SAND EIBHT e • HUNDRED SEVENTY AND N01100 MLLARS (11258870.0011. lawful of the United States, + for the pint of which sum well and tri7y To 54 made, we biord ourselves, our heirs, • axe:utom administrators, and successors, IntljLand .SIvOr L .firtmly by these • • presents; provided, that we, the Sureties: blim oursolvW-Mou sum "Jointly and • • severally" only for the purpose of allowing a joint�actioa or actions against any or + all of. us, and for all other purposes each Surety binds itself, jointly and severally • with.the Principal for the payment of such sum only as set forth opposite its news in • + the following schedule: + + NAME MD STATE OF INCORPORATION LIMIT OF LIABILITY • • UNITED PACIFIC INSURANCE COMPPANY, • • a Washington Corporation $ 979936.00 • • FEDERAL INSURANCE COMPANY, • • a Now Jersey Corporation $ 979936.00 • • e • • • THE -CONDITION of the above obligation is such that, WHEREAS the-Princippeel,hais entered • • into a camtract, dated APRIL 18th, .19779, with the CITY -OF NiXTINGTOMi BEACH, a MUnicip131 corporation to do and perform the following work to -wit: CONSTRUCTION OF THE BOLSA • • CHICA STREET SToRm DRAIN, CC-391. • • NOW, THEREFORE, if the said. Principal shall well and truly perform the work contracted • to be performed under said contract, then this obligation shall be void; otherwise to • remain in full force and effect. • IN WITNESS WHEREOF, four (O identical counterparts of this instrument, each of which 14 'shall for all Creties rposes be'deemed an original thereof, have,.been duly executed by thePrincipal and above naned on the 2nd dalY of MAY, 1977. • • PRINCIPAL: K.E.1NT C. , Ct"� VANY-DONOVAN.- SUMETIES: A ' J6VENTURE UN �� • a I',,� ITED PACIF • " 1T • BY : K.E'.'C: TA�IY-KEITH E. CAIRD, • JOI B • ;� • A , . , � TURF y • • BY cm Francis G. Jarvijoir. , Attorne act i 1 r FEDE • BY: Wi0'V4 CONMTiDN COMPANY 4¢ B M� SOTA ���� urirrirrrrr;. rant S arV S, ay''ill' a • sy : vt.,r.� A"IioVE'D A$ To 70RX �, • DON V. BOM • . City orA•y • • art • Citr Attor""loll a • y 4� { .anti l'� , I �� I I I. ,� ,', , .,11 �, 1� �,�1�,. ' � �� •• i1, ,�� •`#�r, , � �!�'�1.' 1; , " ��rl ,_ ..,.,r.. -, �Il�tir 4 i 10 0 • LABOR AND MATERIAL BOND 6 KNOW ALL MEN BY THESE PRESENTS: That we, K. E. C. COMPANY-DONOVAN, a joint venture •P. 0. Box 607, Corona, California 91720 as Principal, and the corporations hereinafter *designated as sureties, each of which is duly authorized to transact al surety business in* ,the State of California, are held and firmly bound unto the CITY OF HUNTINGTON BEACH, « a municipal corporation, in the sum of NINETY-SEVEN THOUSAND NINE HUNDRED THIRTY-FIVE AND •N0/l00 Dollars41.1 00 lawful money of the United States, for the payment of which *sum well and try o e made, we bind ourselves, our heirs, executors, -'administrators, • ,and successors, jointly and severally, firmly by these presents; provided, that we, the sureties, bind ourselves in such sum "jointly and severally" only for the purpose of 'allowing a joint action or actions against any or all of us, and for all other purposes •each surety binds itself, jointly and severally with the principal for the payment of • ,such sum only as set forth Oppose its name in the following schedule: +NAME AND STATE OF INCORPORATION LIMIT OF LIBILITY 0 e • ,UNITED PACIFIC INSURANCE COMPANY, a Washington Corporation $48,967.50 •FEDERAL INSURANCE COMPANY, ,a New Jersey Corporation $489967.50 • • • HE CONDITION of the above obligation is such that, Whereas the Principal on the 18th t day of April 1977, entered into a contract with the CITY OF HUNTINGTON BEACH, a municipal *corporation, for the construction of the Bol sa Chica Street storm drain, CC-391. • • NOW, THEREFORE, if the above -bounden Principal or his subcontractors fail to pay any of * `the persons named in Section 3181 of the Civil Code of the State of California, or amounts *due under the Unemployment insurance Code with respect to work or labor performed by any .such claimant, the Suret • STATE OF CALIFORNIA COUNTY OF LOS ANGtLES on MAY 3197 _s before me, the undersigneds a Notary Public in and for said State, personally appeared Keith E., Cards President of K. E. C. Company, a California Corporations and Miles Proctor, Western Division Manager, Donovan Construction Company of Minnesota, the principals of a Joint Venture, known to me to be the parties that executed the within instruments and acknowledged to me that such Joint Venture executed -the same. W dFFICIAL SCAL AIDITH L LEE *,v)rnar VUpLIG . rAuraRNM r:��• �' 1L OrnL, IN tUb °M%iCQ '000NTV r.'y CA, rrc. r.urlwy a, im IAL SEAL. c n alp of T £tie ST&n OF CALIFORNIA My 0"MINGlon Cxplre• Ao& 12, 1977 . " ` ' , �•IiM�ew,isi�o��rc�i1M .�, 10,� n Old dOU•11y10 Ep, 3l72 (CA LIF.) b70 ., ti l i LANOft AND MATERIAL BOND • aKNOW ALL MEN BY 'THESE PRESENTS: That we, K. E. C. COMlPANY-DWAN, a Joint venture 0 P. 0. Box 607, Corona. California 91720 as Principal, and the corporations hereinafter .designated as sureties, each of which is duly authorized to transact a surety business in* 9the State of California, aro held and firstly bound unto the CITY OF HUNTINBTON BEACH, � a municipal corporation, in the sum of NINETY-SEVEN THOUSAND NINE HUNDRED THIRTY-FIVE AND 'N0/100 Dollars 97,9 00 lawful money of the United States, for the payment of which i •such well and tru y o be -ma -des we bind ourselves, our heirs, executors, -administrators, sand successors, jointly and severally, firefly by these presents; provided,* that we, the • sureties, bind ourselves in such sum "jointly and severally" only for the purpose of •allowing a joint action or actions against any or all of us, and for all other purposes *etch surety binds itself, Sointly S!; severally with the principal for the payment of • ,such sum only ;:s set forth oppo e s name me in the following schedule: AME NAND STATE OF INCORPORATION LIMIT OF LIBIL'ITY i ,UNITED PACIFIC INSURANCE COMPANY, Washington Corporation$,967.5d +a *FEDERAL INSURANCE COMPANY, •a New Jersey Corporation $48,967,50 • *THE CONDITION of the above obligation is such that, Whereas the Principal on the 18th day of April 1977,. entered into a contract with the CITY OF HUNTINGTON BEACH, a municipal .corporation, for the construction of the Bolsa Chica Street storm drain, CC-391. ,NOW, THEREFORE, if the above -bounden Principal or his subcontractors fail to'pay any of + the persons named in Section 0181 of the Civil Code of the State 6-e- California. or amounts *due under the Ummployment insurance Code with respect to work or labor performed by any •such claimant, the Surety will pay for the same, in an amount not exceeding the sum • ,specified in this bond, and also, in case suit is brought upon this bond, a reasonable f e ttorney's fee, to be fixed by the court. is under •: iem or statC of California County of Orangla On May 2n d 19 77 , before me, the undwsfilpwl, a Notary Public in end for mid County, mh+ w „_,frani_js darfflS jJr. krown to rm to be the perm whm norm is samba m the within Inttrumem as Attorneydn•Fwt of UNITED PACIFIC INSURANCIE COMPANY, MW wknowlicW tv = *M ..+.t% VA*0 btd the mm of UNITED PACIFIC INSURANCE COMPANY, M 3wety, Bird h , own w" at Attorney-In�t�. fOPFICiAL SEAL MAR( A. JENNY � pQ'MRY hUNLIC CALIFOR41A PRINCIPAL OFFICE IN ORANGIt CauMtY My Cwmhiebn E xplm Au& 12,1677 ••Myriel�rrMtkMnMl�M�lsr*htarl�.aaa.... 19 n sOU-1011 ED. 3!M IiCJ►LIP.) rum IOr an r= • LP R AND MATERIAL, SW *KNOW ALL MEN BY THESE PRESENTS: That we, K. E. C. COMPANY-DONOVAN, ajoint venture P. 0. Box 607, Corona, California 91720 as Principal, and the corporations hereinafter *designated as sureties, each of which is duly authorized to transact a s<!:rety business in` the state of California, are held and firmly bound unto the C17Y OF KIUNTINGTOV, BEACH, • is municipal corporation, in the suss of NINETY-SEVEN THOUSAND NINE HUNDRED THIRTY+FIVE AND iNOi100 Dollars 97,9 lawful money of the United States, for thepaylaefl'r, of which i *sum well and truly to be Iaade, we bind ourselves, our heirs, executors, admirvistrators, � `and successor, jointly and severally, firmly by these presents; provided,, that we, the i sureties, bind ourselves in such suss "jointly and severally" only for the purpose of •allowing a joint action or actions against are or all of us, and for all other purposes i *each surety binds itself, Jointly and several with the principal for the payment of • ,such sum only as sot fort oppo e s e n the following schedule: i do +NAME AND STATE OF INCORPORATION LIMIT OF LIBILITY i e i • •UNITED PACIFIC INSURANCE COMPANY, i ia Washington Corporation $48,967.50 + *FEDERAL INSURANCE COMPANY, is New Jersey Corporation $489967.50 THE CONDITION of the above obligation is such that, Whereas the principal on the 18th � *day of April 1977,. entered into a contract with the MY OF HUNTINGTON BEACH, a municipal •corporation, for the constrriction of the Bo: sa Chica Street storm drain, CC-391. • i i 7 NOW, THEREI'ORE, if the above -bounden Principal or his subcontractors fail to pay any of ! the persons named in Section 13181 of the Civil :ode of the State of California, or amount i tue under the Unemployment insurance Code with respect to work or labor performed by any 4 *such claimant, the Surety will pay for the same, in an amount not exceeding the sum i •specified in this bond, and also, in case suit is brought upon this bond, a reasonable i attorney's fee, to be fixed by the court. 0 Ins under + hen or ACKNOWLEDGMENT OF A"MgXeb INSTMVM"Nir STATE OF CALIFOM COUNTY OF_... On this day cf�.,�in the year one thousand nine ;,undrad and , eyentY seven before me, -. Ma A. 4onny. , , ,. _. a Notary ftblie In and for the county of Ord_ N reelding therein, duly commis mW wW oworn, personally appoo'ed Francl s G. Jarvis known tome to he thd. -a't rrtin� Pa_�, of FEDERAL INSURANCE COMPANY, the Corporation that executed the within Instrument, and also kr►own to I'm to bathe person,, who ex*Wud the within instrument on behalf of tha Corporatbn therein named and adcnowl- edpsd to me that ouch Carpwatiiro examted the same, IN WITF468S WHEREOF, I haw hereunto set my hand and affixed my official Taal in the County of G an , the day and year In this mrtificcaato first above written, OFFICIAL MAL MARY A. JENNY NOIARY PUBLIC CALIFowNIA • PRINCIPAL OFFICE IN J'� in artd r my0 My GRAM COUNTY _..11tste of Coiiforrl O �•iidiii#i�iiiii0ii##iii#iiAi Form 21.10.166 IFarmWIV OF 070) t►-%"a V.6• ►f D 1, I r..+,, '.•� �a�M��w��r■�+w1 .w* I��.i*'/wr'1�iY��.ArY�YIY�Mr���ii��1�4�+�iiY1�i�Y) � ��►►It' J�' �x ' � R,�r� ',t r, �!' �r.5 -rJ �y,. r..X �'�' 'y� iC.,-.FT •;� 'y�{i,�i AA � M I 1 f ' I I .I J 1 ■r • LAm Arlo MAn%IAL M • 000 ALL MAN EY THESE PRESENTS: That we, K. E. Co CONFANY-OMANe a joint venture P • 0. Box 607, Corons, California 91720 as Principle 1, and the eorpar�at1068 hereinafter •desi qnated as wur�aties, each of which is duly authorized to transact a surety business in* •the State of California, are hold and fimly bound unto the CITY OF HUNTINGTON KACN, • a municipal cororation, in the sun of NINETY-SEVEN THOUSAND NINE ifUN M THIRTY-FIVE AND •NO/100 DollarsZ 1a�wful money of the United States, 'nor the jyweat of which • •sun well and tr+-174, aw►de, we bind ourselves, our hilts, executors, �adarirtistrators, • and successors, jointly and severally, firmly by these presents; provided,, thtt was the • sureties, bind ourselves in such aura "jointly and severally" only for the purpose of • allowing a joint action or actions against any or all of use and for all other purposes much surety binds itself, Jointly and several�lyt with the principal for the payment of • ,such sum only as set fort oppo e its B115 in the following schedule: •NAME AND STATE DF INCORPORATION LIMIT OF LIBILITY ,UNITED PACIFIC INSURANCE COMPANY, .a Washington Corporation $48 y967.50 i *FEDERAL INSURANCE COMPANY, • •a New Jersey Corporation $489967.50 THE CONDITION of the above obligation is such that, Whereas the Principal on the lath •day of Apt-11 1977.' entered intoga contract with the CITY OF HUNTINGTON BEACH, a municipal • •corporation, for the construction of the Solsa Chica Street storm drain, CC-391. • ,,NOW, THEREFORE, if the above-b unden Principal or .his subcontractors fail to pay any of • the persons named in Section ?'181; of the Civil Code of the State of California, or amount 'due under the Unemployment insurance Code with respect to work or label, performed by any .such claimant, the Surety will pay for the same, in an amount not exceeding the sum • ,specified in this bond, and also, in case suit is brought upon this bonds a reasonablf • i ttorney's fee, to be fixed by the Court. • *This bond shall inure to the benefit of any and all persons entitled to file claims under • *their 3181 of the Code of Civil Procedure, so as to give a right of action to then or • assigns In any suit brought upon this bond. • .IN WITNESS WHEREOF, four (4) identical counterorts of this instrument, each of which • shall for all be deemed anti original thereof, purposeshate been duly executed by the • :'principal and, Sureties, above named on 'the 2nd day of May, 1977. .PRINCIPAL: K.E.C.- COMPANY-DONOVAN, 'SURETIES: • • A.,JOINT VENTURE UNITED PA� Y: K.E.C. C AN�KEITH E• CARD, r y` A JOIKr• cane 3 arrr s, or �yw -Fact s -wpm I CAM i FEpE A Ale DONOVAN CONSTRUCTION COMPANYOF 6y r� • MI SOTA nc, s ary s� rney-, n� ac • %?I1WPO AS To omsy't' aprM'M • . /r ..r.r I N "'',.''1�!b � r.� ' � 1. * i • • • d r • i r �rl�u1�+`'`�i i • • OVA; • qL • _ • • • • r a • • • �','kq;�•=f,-��++ mot•'! 1"i � � d71 l:''YC�',:via • Ol'goy l� 11 Yrll-�hM�.YA rvr h . %�nr �'. .61:�1 ff•wflYAM•W, 'y��F-�'Arait. tulfs.�l1#.7�1��ALYP.eY"* � A'�. a ' UNM90 PACING C 1 to s 6 MIiU1�Ah� . �tt�RAltA. V A ANSU RA OP 401I160 PA4010I0 1W2vAA1vCs GROUP NON! 4lRltitt TACOM, OAtiNINtTON SWI rn Mu" Amp OWKTW na*awseu"" row= or A71051MY KNOW ALL MEN BY, 'IWM PllEllBNTS: 'Y'at dlte VN1T8D PACiFIO INSURANCE CO'/wtt'ANY, a aoepoeation of the Shot oaf VV� hi its w tcl!ca princiiPol (dcea in die citycityof 'Timms, Wwhinia� w, purout to aut Km*y Wmand by Bylaw► M. 37-1'k of its lAws. ht t W fay: , "'r'twf, use. star S itar Vim aslr aidwar Virroo►l�twldMrt, ,r Aaelttallt Vkr aMar 1$ R.addnl* Vtaye•tr�idssat ad tots �, orlon bare eraehoeity w •f�oiat, 6t w w Ioarr ,ri�1�Ia�t 10" .. iaoks�+r d lire r w�1ko, wtd eo sulb rw w�D .aocosrWudatt, trod aaclx of IbaMr. I* ancies 'om behalf of dw y, Ms.? bOW16 eta 11ra*1e er ha umk.y mtdqdWff wtde:aldads of lOn abatraa:tew�, wee =avaes My lessor a6 t o ari n Pon" a ee bt�raritrta�rst foanll. "laid s " be eitowt vd by the Saeralary or ua Assist M MaM7 of " perparadan andW iN seat. Ths eipa.*un of At Men• MY 'it �y� d d�l saat�aryr�ejo eeetti toriti of tridr povia+s Af Gael► air 1w,. or*" or iaeai�. and 468 00 oe�ora►w OW is a ivad t' y dt�l P: at6tr V on ak maw =U powa� of aMor+�ey ne ebs sae and And of " Q r - I Wau. MW P"WOOK awry gnaw bare Vict•1' d�to anr iarptwidaat, any t Vica•Ptteaideat, ar any Resident Vhwp:eddM stay rec►airas any appaitaauat trtradt per- . ewe* hft*o, and avaJae ashy and all sudaority coaferad by any *A sppohwns t," dos hat 6y noatkmW. oQfyet Mte yard appoint IMMIS C - JARVX$ s JA • of li►:fiMT EEACRs CAI,Il+03tl ITA " its Uw allyd lawful AtWmcy-Jn-Fw:k to make, astute, tool curd deliver for tred on its belrlllf, as mmy, snd w its sat Amd dead, ANY AND ALL BONDS AND UNDUTAKINGIB OF SURE'J'xSM. The eaeeattim of such bonds or v adertaldnp, in punuanao of dross p,+eeeaa. Ad be so pn said Campssy, as fast' sad amply. mply. so 0 intenas and prpons, as if dray had ban duly esea utald and ack�de W by the try alsof the Ooslpaey a ier Ace is Ti"k aablageon, in tbdr own proper persons. IN WITI M WHMUOF, tM UNITED PAMPIC INKMANCE OOMIPANY has Caused duo peunti to be SOW its ZKocutiyae Vi *-Fh�U!dcnt yard its� �gth �asebe:�alti mat to be hereto yal6::itaal. d*�ad by ib Ar.dRArrt $rraretscy. Chia, d•y� ,, VNI`Y`BD PACMC iN'$CRANCe COMPANY Attw: e! D. KNITH J M0H 'by NJ .1=2 R ;22arM .�._.� (UAL) Aseisant 8areivy Bxecutirre VIWPIGWOt STATE OF, .... it1AS11IIMM N. , CMAT .,r on this 29516y of flacaEa !.r 19 71 personally appeared and D. IKXiTK 'JDMT84If tai axe known *o be the lDteauyacrta %whoWdent sad Asalmnt Secretary, r ec". of UNITID FACMC DOURANC@ COMPAN& and atba awkil, .psd dwt dwy s:awvwd and etaeslod the forep(al inserment "ad arilia d drat atlas of said cotr�raation dm *o, sad tbat Dy-L&w moo. 'x7A. sst roan *haefa, is swab !a fad fvres. 'Wimm try band and anal Woo aaRtoed dw day and ynf first above wait#o. my 00owiatioa Errpim _ Januag 152 e � $ERTHA M. DARR AGA& Notary lxubtit in rnd fbr tlaa Msee o1.._.. W&AMBAtga sTA'I'I Ol*.....DA.IR-INGATON kaidt,a,i at Tecot1111 rv. E 1� y' rY n y i . Gwnty I, �j!fr�of she tlNl'Z'QD pAQUIC iF3tii�MCX OMPANY. do hereby that fartong instrmment b true power iawied tyorM artd e"y Ibe a copy of a of rAttaretey rand rsp�atarlr el► aid nyY; tht solar k am in ton faros+ grad $fen. IN M/PY`WM W'KMUKV. I have bmunto at my bnd and mead the sass of nW Company re dw Clly of II TMIM • A tbir �Sr. � der ofApr Ih i WIMA ONNn1 — POPor d Attaxalr Ilann, 'IM /1a:sfrwtrat d~"'Mery 0 mop „fir. 40 �.h it . /S •I ,.�i,..,. ..�T ..\!•� r. Y -i:.lr 'f r .i A 111i A. .., . A.. ., .. 'N....l..,. .� L !1.1 ..�.. u..�.+... .... ...... . ..- ._\ ..., -.. �� �.-- .. - .. .. 1 4 . f a 1. 11E I[ Is I: r 1 Corrifisd COY M POWER OF ArtTORNEY Krow limo Mint by :F�'ghat MW fsEptifllAL 1Mlt1UfWM COMPAW, 100 M Mnw SINK NOW York, M" Vwk a Now Jersey QW00rallm, ha ooratlpuNd aM M Md, amid der. hrroby owmftris wnd oprolnt I. so N As j"m ""cis Gv j4W►Ls. MulloCts MM&O fl.lamii 040 Its tyuS Met ilfrwful Artor Fact fa exeC ft urWar supA; � ; ' i1'r ill hNfllr .MHO laOs eciporam M loom cW wr far and on its b" as surety thereon cr othxrwfse, ciaariia. Bait. 1, Bonds &W Undartwkinps (other ftn Fiduciary Sorids) NMd W irw suit: inattrr prmpoMditrE in my Cowl, or fqW with. spar 9 y o++riitrrow as wMch thr rr rak1 u. slw* bla4r� so i fJRiwirl. ipl AmnrO or "under Ow um gat 11DOW40600 nllatirw to art�r rral ; faa�rrd+whr s�orrd. rrrld4r Mrs l iws.: ordinaln" or d, tlrhl stilt,. + o4ha: , putwk or private: bgnds 01 Tr Misasilansous l eo ds and f�arrds on �i! �bihrtss nublk. p�rMy *lift oficials. 3. Aai,4s an bstralf of sontacton in connoaWn,witilpidlb p"s or otxttr". lki Wkijip. M MSM 06 srid FEDERAL li4dl MVCE COWAW hf & WnlsriM* ha Mr► @V41 ft asund thsao priwints ii be slprwdd by -its Asses m%W: r"dW AM ant 50"10 wd 16 oagavas anal to befueeft iftod V* tpto,� �T.A, . 1��� ..: ;• i¢y=�(�I .may, �T i f�fii�f� �iPl*IJbiANCE �'�^I�m� • . ''� .. . �Ii+AINarMtAo�►rf fliohlrid Q. O'iGonrrvr ASMtanf alMOVE 'y STAM OF NEW JERSEY�. C&w* of Essex On ost fty a1 10 i6 -Y 40MR10 ra D. b , •t0`mfr «fya� , metaowh to In MW 0 MaCMsllarr w w 000~1 to ON by sutfv"of NOTARY ltt e SWO a ura '� rriw ► er�ya °e' r— -W�i ft°ma Eh U Mm to be AssWUM V' d amid Nth Ilalwi st ar m or of Attanoy la in the 9imme rldrffkIV %" i�id Nan §WWA wMa Am rang in dspanrm's prswsnos. Aa o►iw wtd=� ap WON me l ftav A*ft WMA `,: noirNfnr �aa, a t�i x�nr �';o�alilr� 4rpfn�r ilwt lrfisr t�, :� 'fit f+dirlr+ 111.10�" (Rd, 1044) MYS* go -MIFF Imam �Mi .,�, • , . r � + ,� •d n�a,' .� t r .�W �� y''y: ���,��'� q.l, .79'IY ��.r �y ., 1 .a �f 7, Mo f ., ,•J.. i., ''>i•, it. ' ju.M „ ., .. .ri�... '.G). ..J. Y. .,., . �.. „t', .. ��11.,.. .., .. . I , _ � ..r W,. I "I'-T ., . � . � �T • �1 N'• .ram 6 �• , �"�„it �' • � P„ ,may !'� I r''i4F';,�,(� f 1 ' , l A.,1 • , 1 �T , , I r��w .+�.�._ ,.v . .._ _._. _�.._, .-. _.�a,�r....� ��• r�r-a.�u.rr.. ram. ..�.w� �.�1/• _ ' , 1 � I , f i cmr of SHORT HUS , courwy Of Oda ME ■ II Uat 000 � w • d1$ OMI , 7Mmy w�� Ml �d�1 1 IWMV, + 8icttan 5,TY oR r, ,�►wt M Miif*.'C d w` 1 111� iilra it �a obn M'IfS/d:M �Wf Mlar /IM0�1� MIOirM�' dh��i'01 Af d I hrrtlNr ' lthi►��t MW . IM Mid . " comp y i� d1A�► ow to VVIFf and 1u wty tgi�tt ofwi 16 �th 4 O��PrM�b; i ww Is em lif3ii i toWMV4t i W MW Mi+�y do bvw!0Y�11Q r , pol it�l bK irM. w • Give ur�d�r my hand � thi..of con, ► it $Mort Hills. N.J.1 thir.w.•........�...�R. �R�,wrtrr ,•�.:- 'day d� �r ,r y tee/ t �'' / f/117;1 •r v�$' �i•,. •r ,, t / •,11 l+•,/. _t + 1 .r'r r rlrr•' fi' +, ' � 1 yr77 ,'rl'. Ly41 rf �.; u��'��ibl ''. .1 . '+'• r�,lf+ r'1 r'I�r 1' �1�.'1'• '' .t� •'Fd`, �"4.'+.`4, R _ �:.s:._R�u1.^ _ J'� '{ I .•' •.11'.� �1r++.`•a,.• Vti I��.�'.:l .�f •.'il4.•_•.v_ J�� 4 bid 4 _) 6d+. I J r ' r j I FCWZR OF ATTORNEY i KNOW ALL MEN BY THESE PRESENTS, That Donovan Construction Company � Cl of Minnesota. a Minnesota corporation, for the purpose of cstaablishing its office in California to bid.. construct and complete projects of a general construction nature in the western states, and WHEREASv it in to its best interest to i►ppolat one person or more to supervise, manage and direct the work contemplated to be performeed under the above -mentioned projects with the Owners, Subcoatrvctorss and/or assigns, and to deliver to such repre- sentatives a power or powers of attorney satisfactory to said Owner, Subcontractor and/ or aaysigs a, tr►...esosa►ble such representatives to properly pe.sform the duties delegated to them: 10 NOW, THEREFORE, These Present Witnesses that the undersigned make, • constit itc, and appoint, Less of December 6, 1976: I I Miles Proctor, Santa Ana, California, and Leo C. Murphy, Newport Beach, r California. their true and ],Awful attorneys in fact to do and perform the following . _ w...�.... acts and things in their name: I 1. Supemvis es manage and direct the' perforssnance of .the work under the above -mentioned projects and all of the operations thereunder; 2. Sign progress and estimated vouehern and subcontracts for work done Cb or to be done under the asssbn-ve-mentioaned `contracts; S. Endorse in the naine of Donovan Construction Company; of Minnesota all checks, ' drafts and other negotiable papers drawn by the Project Owners in favor of Donovan Construction Company of Minnesota and arising out of transactions connected with or. incident to the perforrnae nce of the aforem' entioned projects, and to deposit all such itemsr in the depository selected by Mno van Construction Company of Minnesota and, a]Ao, asssny ' other hands belonging to Donovan Construction Company of Minnesota and ' received by them; 4. Sign extra work orders, Change orders, and bids, including bid bolos, --no limit. 5. Enter irto joint venture or partnership arrangements y Hereby giving and • rant3n unto said • Y 8'i g Q g attorneys in fass<at'irarlher sauthiority.and fall power to do and perform every act and thing whatsoever req d srite and necessary to be done in the premises for and in the' stead -of and in the name of Donovan Construction ' CompwW of Minnesota, hereby rati*ring and confirming all that said attorneys in foot shall lawhdly do or cause to be done by virtue of there prt .ents. IN WITNESS WHEItEOZ9 said Donovan Construction Company of Minnesota has hereunto caused its corporate name to be signed by its President and the corporate seal to be affixed and attested to by it■ Secretary, all being done in the City of Saint Paul, in the State of Minnesota, on this 8th day of December, 1976. ATTIS�'': DONOV�'CP CONSTRUCTION I�NNESaTA COMPANY By r YSM, s yyy yy 7�``ti•i WER.,,••••'1 f" irk , i •!� .'t"�i. Ll 1 � i � • � y ' . .r j, '�f 1, �a , . •y 1. .+ • ,L� � i 1 •� g# All 0. a• fee m O IiYrrtMaMrr Oas/rr cookwo" N" v 0 C C it s R I r 0111TIVI"Tg OF ` To QTV OP 111WMiMM MAIM, GAUMMA A M11f1 WA4 fifl>NI'aAAt1�IM Y'M is M aW* OW 00 POW* of 1r111Mon as 010068d balms Irw 61 MMMd M do istlilW by MM MdW- dpW bA no Is %M at this Mrao. N MMMt 1dMM a We *WMW W dW4pd ip mob • WAMW *A WO ail d 02 0 11190 ft Mawasras OPOW air to iw %i db" fdw W0101111 MWM, by swrM. Oft Of li111I NION! 11111", 0- M, 111011 M WAN11n40lpts Book cmill "m 0M. f+llanss art Irnwarl .. ., B„_C . ,, GcmwnZ u 1*11h B . a r Jj9qt r' r.�.,.._.r._. La-01 of k w od op"110 re lglaa Chica Sty DrMiA 0 GG-3911...� D,e"rip ke of oprridane FOL@Cl/# IN F411CR MICY A L11W1t al! LIANIUITY PM IFFMVN UPIRATIM IiNs Compenastion �ety�pry Em e ! lability B. Public LiaMMV: • SMOOO Mwahem *46 Wily Injwy: limit par aoao mme. RU -IN turars cnd common 0 � " ILrrlt f�rsorr Comprehensive Gensrel9 130392 4-1-77, 4-1-78 ��••^Eac,AnWmt Ilndudind produm ow ple spe►etionsl Property versa#: 8 • EMO Aaoident �. Automobile Usbility: darkly Injury �r rr rr i—....��---.Each Pow 11 ' Each Aaaident property Darm#e Ear* ACddent Does policy eaves: All owned auton-Ales (X 1 Y!s ! ) No f+lo"wned autamobiier 1 X 1 Yes 1 1 No Hired autonnobile (X ) Yoe i 1 No D. Additional Insured Endonemont: The inswer aprses that the City of Huntinpt n Such City CwAWI, mWor all City Cowrraii spFmInted proups, aomnMttsas , commission:, boards and any D"W City Coandl dppainted body. MW* abed" and appainttve ofHosrs, serwerrts w e►nployaes of the City of Hur k*6n 6eoM, whin wdnp as such we addltirrnat mweds ha►rr *Vw. E. Hold Hwo" Agm""t: dy lm indsin 10 fh g .. Card. A Joint Venture TM in wad agrees to protect, dafand, irtdwrmify and owe hw mhw tha t lty' of NwMngWo t#aaah m0mt low, dansepi or expemso by moon of ony suits, claims, demands, judownsim send awa of moOm c.wW by hisof d, Ms amployaa, 8p1r118 or anyssrbodntraaw arising out of or In oorsequenoe of the parMnr+ mes of all or any oparadom somxwd by the owdfloaea of Inturemea, and such insumum shall be prinwy to any lnsunww of the oity. F. Awrdoll t hal►sfriar AequirM: AE Yid PC Mdt Canrbirsee fi o unit %mv lr1► andlor P "W" lea a itsrhrdl" Proetrots L"vJy:. P. AONPA eombMW:prof& Uw* pw ownwsow• Cffi►Atbrnw G. Remarks: V.01 / Dow. MQv Z 3. 197► 7 IN'#URAN011 COMPANY Norse t •rba,li 1. 0 Co�lpany By -.46 Fir Addressing 5 cord Ave, Suite 8 10.%Mfm ,z, city San ego,California, Tie .�..Lti•�._1..aJii�.,rr��__��.�' �•�.,r,.'.riJ ai. 1_.,.�� � �i ..� .. r � � •/. '. o . of Orange CAnty t beachi California, 92660 ---elm 0 t i R�le�ffa d� aA1 — now of rCENTiiICAYE UP rulitit�AM4'� 0"'01 look TO 1• P, a, M" +N 41TV OP NUMffIIMiiTCW NAM, CAL1 MMIA { �M+wvgsa�a t,■sab, aarM•f�r A lMl INWAL CMl/RAT M i U C) Cl M i W 1 .9' ,; Tw Is to earfify tlwe do pokles of Mtwrwa a srtrMriQtaal Wow tww bow WOW to *a Mtwtwl by die mwlasr- dpmw sell of in torn at tbk W". M #Nee 11oNalas are a Nowled at olowrEad in aiEli a WAMW dw wo a!lrerr Milt► oil illeves>r,1u M orrn fw�r M►�■.10 g�►+ �D p�risa► sv►rittan nrt, w swrail, tr pty sef Narrtlar MIr; N, 0. iharc 1p, Mwrdrs boo. CMiSornia am. NWM of IrsMars/C. Company and a t!>t 3Card,_,A Joint Venture ..+...r.l._._.. Ardressof inserw P. 0. Pox 60711Carona, r:alifornis, I - ��.I ••II•YI •+YAW ■•�IWl. YY�11� .l1� Lamle" of mmwed 06"0000 ._ DgIsl .argin f.��i C- -1 _..I..r._�,_....+Y,.+....,. Description of OttiotM roLItylEst IN ftiAC6 POLICY N ilmn UIL t.IMlTB Gf I.IAIH�t11' ' .�rwrrrrr� EI�itECrti/tt IA MRATION a Wwkers Wmpw wtion 4-1_77 4_Y1 78r—N w � e. Lk�lihy: ' $MAotl C"61f sd single ►%r ur limit Per oa0rame. 1�enwhety+ Cor+traott;n * ' Comprehenaiva ae��rrd � � � Eaaly II►as:kient (Inckuding products oomplated operations) Property Dwnwa :._.... ,�.:.. Eech A=klent C. AutcimmW Liability: Eodlly Injury 100 '•.,�._,_EaohP+wsrwr EeA Aosisdoms Property Dantrege �,"�, Y_„ Aeeidrnt Qm poliay All owns autorrhobiles rod automobiia ( )yo ( iNo 1 ) Yea 1 1 Nut ( 1 Yea ( ) No D. Additional Inmrr,d IWornnw nt: The .lmwcr cep som the ttv City of Huntington Eeatlt City Council, Nw/or all City Csmswo appoinad groups, tam-olt+oeas . Commissions. boards and any other. City Council rppointod body, +md* a(wehve end appaimiee o fiaars, venw ar or employees of the City of H4urtinliton Deed, when eating as *wA m additianai aairode hereunder. E. NoW Harmless Allrmmeni: By Ins The mewled agree: to proteat, defend, indwnnify and save harmless do City of Am I ngton Do -,h apairat lay, damegr or expense by reason of any wits, fdaims, demwWs, judp rwntsir and anuses of adon alw sd Ivy inmr.W, his omspisayeas, agents or any tuboarrtr"tor selling out of or in oovwWoenae of the peffortwome of ail or any opwattans earered by the saar4fIG'1% of insurance, and such 'insw unoe shall be primay to any inw ano* of the C'+.w,. F. Minimum Limits R"Wred: AP'P OVEC AS to FOilllll: Combined iringle Limit Eodily Injury and/or Pmparty Osage lnoluding Prodrvcts Liability- Im P. DONF, A combined single 11wi t per ocau now. City Att W"y 0. Remarks: it l l w�• __ _ _ - - - , NY: 7�. ihf sty city Atomy Dos_ May 23, 1977 IWtJUWA COWANY FlEP 1� .� Name HiBhlAnds Ina eh► . Company Fran C. o WAn a County city P, 0� fox D^ T dill•.•„t.�a apt mac, C 1if�rnia,Z��O 92716 •,• /17 • . �. ,�1r1/,•I•i.,,,•.. r�14•�L\�i�yjll�;�f�w • r I • ZlfLi IN t-r ar.r wr. ll � 11YL'L.. J�"y. f.a�..J/-��.l�. ti•u rtlLlA ua .1.: a.114��: ';A. .5 �� �... !'•'.L• I' T_/u�'.iFe � / 1..1.:.-.E.�... .1:�„l. /,� .. I [ - 04641k I L.�. - ti 7}.�, gar.No ,Y , . «irt; •� ROW t.P ..'ia%h NOW 0� b�r+`arr.�.�.r.t. -Wft- �i'r• An-1•r•'/� +•MC' Ili'.'..•: '� .�� � /I �,..Tn . -,�+a . f , ! t 1 II I 1' If i I � ' 1 I ti� f I Cti S P E C. I F I C A T I O P? S .And S P E C I A L P R O y •I S I 0 N S For THE C014STRUCTION OE' THE PCLSA CHICA STORM DRAIN IN THE CITY Or HUNTINGT0N BEACH, CALIFORNIA. CC-391 \I t Prepared by E City of Huntington Roach Depax,txent at Publ + c works ,.Tanuar•y, 1977 ` I Approved By H. Z. Hart e `'`•`5'0'ec" tor' of 2=11=0 Rr k m' i $15.00 ci'Argi0 non -,refundable '1 r M . iY�nr,iM' ' �y'ry�:r� t'4 y' �", ` ,';il yr N! ,.�� w{ ;i., ��, � %. rhr�`.•IS."4 •'� �, �Sr';. L1r' �w�llt��7^Lv �*,+,', ,'t • �..I 1 !��„ ..�+. ••rlk' ' Ayl S ' � - r 1 •�1 h (( / 1, �t '.';. / 1 (�rl 1 1 �>' S, r ',iy4 1 1 � "r�. / .II ��, �Lb ''v'` �11�Ij1', f//1 !1 {.• Y�r � 1j• . 1 •� ... . r� '�y,4_�'d. , . If•i I• ' ! • ... � -" � f 1.. f .�'i��1{!e '� rka•,��Yd�K`S,: � (vr!� i {�` �'w i,L 1' '•�11'� � f :��� i lF9F�• �,�. r. �� �' '+.L•�1 •U f. lk3lb' �. a. :ab.�i .. • •., _ „r.r . ; �,,. ,. ,. , • , �. .., .. � '�,,..� Tom, ..% 1 _�.�__ I C Q G I i i Q I r 0 r I SPECIFICATIOINS AND SPECIAL PROVISIONS SECTION I, DESCRIPTIO21 OF 110r < The work tc- be. done consists, in general, of the construction of storm drain pipe and appurtenances in Dolca Chica Street; all in the City of Flunt.i.ngton Beach, California. SECTION II. SPECIF'IQATIOI•IS Ttie work to be done under this contract shall comply with the fore- going specificat:Lons and with the Standard Specifications of the State of California, IDepartment of Transportation, dated January, 1975, insofar :;s the same may apply, and shall also comply with the following special provisions. The term "State Standards Specific:aLicns”, when hereinafter 'used, shall be interpreted as meaning, and being synonymous with the Standard t pecifications of the State of California, Department of Txanspertation, dated January, 1975. In case of conflict between the Specifications or the Stats Standard Specifications, and these Special Provisions, the Special Provision shall take precedence over and be used in lied of such conflicting portions. SECTION Ill. PLi,NS The work to be done under this contract shall comply with the Improvement plans, and said j,lans form a part of the contract docu- nc:nts and are on file in the office of the Director of Public Works. The contract documents shall consist —of the following Listed items: 1. Improvemen.t Plans. 2. Applicable sheets of th^ City of Huntington Beach Standards. 3. Specifications, Special Provisions, and General Require- ments. 4. Specified manufacturers' details and installation instructions 5. All specified or required shop drawings. S. Proposal. 7. Toe contract and/or agreement. 6.' The contractor's bonds and insurance certificates. 9, Requirements of any public utility service company directly affected by the work herein described. 10. Requi.rc .►ent of the necessary permits from other public: agenr. Le s , SECTION IV. TESTIM3 The testing of any materials or of any portion of the job under construction shall. be at the option of the Director of public Works or his authorised agents. Th(j bontraator shall furnish, without' charger any materials request*6 for testing in accordance with Section 5 of the Starte Standard Specifications. The contractor shall also provide access to any area of 'the job for testing purpOSMS and =g- MM� Ll 0 C Le I A shall furnish, without cost, anif ass4-kance necessary to perform the testing. The charges for normal testing will. be paid by the City of Huntington Beach. Normal besting shall be deemed to be the testing as requrred by the State Standard Specifications and/or the inspector. Extra testing required, due to test failures, will be at the contractor's expense, either as a billing or as a deduction from contracts payment. The contractor shall notify the Director of Public: Works of the readiness of any phase of con- struction to be tested and shall not proceed with any subsequent phase of work until the results of the test are known and approved. Testing shall be performed by a State licensed materials testing laboratory, selec-,red by the Director: of Public Works. SECTION V. INSPECTION The contractor shall recognize the Director of public Works of the' City of Huntington Desch as the project e:nginner who shall be in charge nf and authorize the inspection of the project. The con- tractor shall provide access at all times to any area of the project for inspection purposes and shall furnish, without cost, any assistance necessary to complete required inspections. A 24-hour notice shall be given prior to commencing the project, and during construction of, the contractor shall give due notice, satisfactory to the inspector, of the readiness of any phase of c:onstr ation to be inspected and shall.not proceed without approval. If thv: vontractor ;lects to work under this contract more than 8 hrs/day, more than 40 hrs/week, Saturday, Sunday or holidays (New Year., Memorial, Independence, Labor, Veterans, Thanksgiving, and Christmas days), he shall arrange with the City's Chief Inspector for the required inspect.ic�n service and pay the Special Inspection fees which will be charged at the following rates: 4 Iirs. or less/day $ .60.00 4 hrs. to 8 hrs/day 120.00 When Special Inspection is required, the contractor shall, ni.3•'Zify the City and pay inspection gees 24-hours'in advance. If the contractor is directed by hhe City to work under this contract more than 8 hrs/ day, more than 40 hiM/week, or on.the 1.above mentioned days, the Special Inspection fee requirements will. bo waived. SECTION V1. PERMITS The contractor shall o!ata in from the State of California the industrial Safety permits ze$uired for: the various construction items. The contractor shall pay for all oarmits required by they project. 6ECTION VI1. SAFEU REQUIREMENTS Much contractor, by submitting m bid for this pro j*ct, small be responsible for understanding and coaplying with Sections 6705-6708 of the Labor Coda. Theme sections state the safety requirements of trench excavation for the protmction of life and liriz from caving ground. -3- 4 {�f:��•, � Tom'°"VC'�, •'i�+{1/M ', •j{�•it ^5i i i 'A,r �� 1 .-. �, �..� - R ��• r �. S'�ll' ,. .. {i d�{rd. 71Y1!�'� �!3X�• v' . _ 7'!�. #rl,_ .. � ..,� I�J.f. a^L'i�li:� `ti' !�d'i�Li..�'d18t114ii..� (L:. �.:,:�:� a�.., i.'d u�f _. i_.{1 ... ... _. .x.yeJAn'L•15:. ..._ _ ., ,-� .. _ :u •t li L.. �, .,. .� ,. .. .itl 1 „\ i.�l' 4 1 C V ,0 L SECTION VIII. NOTICE TO CONTRACTOR Bidders must satisfy themselves bir personal examination'of location of the proposed wor.-t and by such other means as they mt:y pref . as to the actual conditions and requirements of the work, and shall not at any timA aft -or submission of the bid dispute coiDplain, or assert that there was any misunderstanding in regard to the nature or amount of work to ba. done. SECTION IX. EQUAL EMPLOYMENT OPPORTUNITY CONFORMANCE The contractor is hereby made aware of the existence of and stall be held responsible for compliance with City of Huntington Beach Resolu"ion 3677 concerned with Equal Employment Opportunities. The necessary forms and related instructions to be used to certify compliance are attached to the bid proposal. when contract is complete a letter shall be filed stating.that the contractor and all subcontractors complied with Equal Employment Lct. SECTION X. NOISE CONTROL The construction site is located near residential areso. There -lore, the contractor shall take all pecessary steps to limit the amount of noise emitting for construction equipment used. In addition, working hours shall be restricted to between the hours of 7:00 A.M. to 6:00 F.M. SECTION XI. PROTECTION AND/OR RELOCATION OF UTILITIES A. General Ut ties for the purpose of these specifications shall be considered as including, but not limited to, and irrespective of ownership; pipelines (inncluding irrigation lines), conduits, transmission lines, and appurtenance of public utilities as defined in the Public Utilities Act of the State of California) and those of private industry, business, or individuals solely for their own use or for the use of their tenants; and storm drains, sanitary sewers, streat lighting, traffic signal systems, ducat banks, telephone cables, transmission cables, and completely buried structures. No attempt has been made to show service: connections on the plans. It shall be tLa responsibility of the contractor to determine the exact location of all utilities and their service connections. The contractor shall mikes his own investigation as tc. the location and type of existing ut {.1itie.s are- their appurtenances and services ' connections vhich may im affected by the contrMct Mork and shall notify they City as to any utility located by him which has been incorrectly. shown or twitted from the drawings. 4 -- I C I i � I I� r , ty _,�.LL.J �+Li`k.-'.� rr .., r�l ,a!_� •Y`.! .l�_. ,.. r.r... %�.. Li. �?u'r �! ...y �'r .'N Ir1•.a.r1 �w,, � �'� 1 i. I � Inlni t . f 77. 6 l B. C. Q 1) . IC E. I Work required in connection %rich utilities because of inter- ference with contract work will be performed and paid for as specified in the following paragraphs; however, when directed or approved by the Dirnctor of Public Works, chancp-t a in line or grade of any structure being built may be mado in order to avoid utilities. Any additional casts because of such changes will be paid for as extra work. By the City as S2ecified When it is stated in the Special Provisions or indicated on the drawings that a utility is to be relocated, altered or reron-- structed by other than the contractor, the City will conduct all negotiations with the owners in respect to such work and the work will be done at no cost to the contractor. the Contractor as Specified When work on a utility is not specified or indicated as City responsibility on the drawings and is not included as a separate bid item, the contractor shall make all arrangements and coordi- nate with the owner of the utility as to when the work is to be done. Any costs for such work shall big absorbed in the unit prices or included in the lump sum amounts bid for the various contract items. Ey__the Contractor -Service Connections The alteration or temporary relocation of all service connec- tions (including but not limited to; water, irrigation water, sewer, natural or manixfactured gas, underground and/or overhead telephone and electrical) on adjacent property shall be the responsibility of the contractor. No attempt has been made to show service connections on the plans. The contractor shall make all arrangements with the utility owners regarding such work. The costs for such work on service connections, except when specified in the detailed specifications that the utility owners to i.11 make no charges for the work, shall be absorbed in the unit prices or included in the lump stun amounts bid for the various contract items* ,b.y tha Contractor or bV Others -- Unknown"Utilities Disclosed DuringgContract Work Not nc u n mice can-iections) In he even t a utility is isc osed or n t Tsubsequent to the award of contract, such utility not being indicated on the drawings, the alteration, relocetion,or proper support and protection shall be dune and paid fur as follows: a. When said utility in found to oicupy, the space required to be oeeul*d by a part of the ;.,erma,.vent works to be constructed under the contract., or to be within the specified excavatlon pay lines � wher, such are specified or .;�......�..,--; , •v.-t: , ..,,,:, ,7-.�,,.�,q.�, , � � •may r _5_ 1�'t;`�tU+V�)�f-'T`:,I�Yir,71'9C1w,r,7�FR.:Ma�y1��%'�}i 1' �♦ ,. �.xln -r• ++..,1 i 1 MN9MMWvVfOX i C C� tI 0 r • r ' � E i i r shown on the drawings) , the Cityy will arrange ;for the relocation or alteration a.""e�aid utility or require the contractor to do same as extra work. b. Utili'Ws Found to cross the excavation but not Intercepting the permanent works to bs constructed, then the contractor will be required to maintain the utility In place at his own axpense. c. When said utility is more or less parallel with And any portion of it does not lie within the excavation pay lines (when such are specified or shown on the drawing) , the • contractor shall advise the owner thereof, and, in coopera- tion with the owner of the utility,`''.provide and place the necessary support for proper protection to insure continuous and sate operation of the utility. All costs for such work shall be bonne by the contractor. ,F. Res onsibility of the Contractor The contractor shall bb i.ald responsible for all ;'.costs for the repair of any and all damage to the contract work or to any utility (whether previously known or disclosed during the work), as may be caused by his operations. Utilities not shown on the drawings to be relocated or altered by others shall be maintained inplace by the contractor. At the completion of the contract work, the contractor will leave all utilities and appurtenances in a condition satisfactory to the owners and the City. SECTION XII. OUTLINE OF SPECIAL PROVISIONS -- CONSTRUCTION DETAILS The Special Provisions for this contract are grouped into separate schedules in order to categorize the varied work items. The Special. Provisions for the below listed schedules will be herein- after following: Schedule A. Existing facilities H. Earthwork C. Cor.;rate structures ly. Reinforced colnorete pipe E. Cast --in: Plaue concrete pipe F. Roadway improvement G. Huntington Sea0h Municipal. Wafter Dept., Genekal Speoificatforis H. General Phasing I , Palytaent .M. 6. I WE IC. • r, 7 ; 1'•r. . Y`. 't'� M. r1�tr Y `i. y rr' ;7 s r oil Y i I a X iQ U 0 Repetitions of work items description may occur in one or more schedules and may be apparent duplf.cations; however, these are for emphasis on the particular item, for further clarifications of work requirements, or for correlation of related construction. The individual schedules comprise composite requirements for a complete work, and the Special Provisions of each schedule shall , be considered included and a part of each other schedule. SECTION XIII. TRAFFIC DETOUR AND BARRICADING The contractor is to prepare and submit detour/barricading plan for each phase of work. The plans are to be checked, modified, and returned for 'corractions by the City's Traffic DiVision. These approved plans will then becor^:- a part: of the contract docwnents. SECTION XXV. ALTERNATE BID ITEMS The bid propos 1 consists of two parts. The primary items being 1A through 17 and the alternate bid -items being 18A through 26. The alternate items are a total bid pagkage and they will be .included or omitted from the contract in. toto. The contract will be awarCed to the low bidder of the.primary bid items or the low bidder of the -primary plus alternate bid items wholly, depending or, the func''ig available. MaY• 7 1 (� �, �'�' i,� , a�►» "�' y (tin , .� +, � „'� +,,.�.� �,; � .'�° •�� .�ti ` ', '�� v lr �' � .. � � � i N.- I u G . 0. 0 0 0 SCHEDULE A EXISTING FACILITIES SECTION I, DESCRIPTION OF WORK. The work to be performed under this schedule consists, in general, of the removal, salvage., disposal, relocation, and/or protection in place of existing highway and non -highway facilities, both public and private, as indicated on the improvement plans and/or specified hereinafter. SECTION 11. SPECIFICATIONS All work to be done under this schedule shall be Aerformed in accordance with Section 7,6,10,15,16, and 17 of the State Standard Specifications and with theso Special Provisions. SECTION III. DESCRIPTION OF TYPICAL FACILITIES The facilities generally consist of, -but are not limited to, the , following: A. Asphalt Concrete Pavement Removal All subjected material shall be removed from the job site and s disposed of in accordance with Sections 7-1.13 and 15 of the State Standard Specifications. Removals which occur adjacent to pavem�_,a).ts, which are to remain in place, shall be performed to a neatly trimmed saw -cut edge. The contractor will he allowed -to elect a two step process, first by making an initial rough out by machinery or pavement brea:cers'and second by performing the saw -cutting immediately prior to I Lnr► down the planned asphalt concrete work. The removal is estimated to be 3 to 4 inches in thickness, however, no additional compensation will be allowed should thickness prove to be ggeater nor if subsequent layers of AC or PCC pavement are encountered. B. P. C. C: Removal � This work shall, consist of saw cutting, shattering, crushing, breakup, cut reinforcing steel, load, hauling, and disposing of various P.C.C. items in accordance with Sections 7-1.13 of 15 of the the State Standard Specifications. C. Miscellaneous Facilities { This work shall consist of furnishing all labor, material, and equipment necessary to remover salvage, dispose, and/or relocate. r fencing, gatoot barricadne, guardrails, posts, paddle, and li information or warning signs found to be existing in thi field rind/or specified herein. We)rk shall be done in accordance with � Section 15 of the State Standard Specifications, Facilitios which interfere with tho work that are to.remain in place upon completion of the project shall be carefully rmoved,, stored and replaced coring clean up operations* . �11 tie. •ir. ,�IIr. • 1 rI+ •k �'�'� �laicl�s:Y�:as. . ,�M.,erdur 1r_•� y ,,s.� .....><+.,., ,.•� r L 0 I 11 ' r 0 D. Street Light and Traffic Signal Conduit (l The contractor shall contact the City Traffic Engineer prior to excavations to determine approximate locations of street light and traffic signal conduit. The contractor shall manually open ditch to expose the conduit at each location and shall exercise all possible care to protect in place. In the event a conduit is cut, criaslped, or damaged, the contractor , shall repair or cause to be repaired and pay all costs. Repairs must be made from pole to pole, approximately 300'feet, due to splices not allowable in these type systems. ' E. Bulkhead Removal The contractor shall break, into and remove the brick and mortal bulkhead at the end of the existing 72" I.C.P. AU bulkhead debris shall be removed from the job site and disposed of'in accordance with Sec:.ions 7-1.13 and 15 of the State Standard Specifications. i j Q F. Cross Gutter Repair In areas shown on the plans where the storm drain trench excava- tion requires the removal of a portion of a cross gutter, the removed Portion shalt be replaced with 2 inches of. asphalt concrete on backfill material (see backfill section of Special Provisions). The asphalt concrete shall be shaped the same as Q the removed cross gutter and the flow line shall be maintained. G. Sewer Main Abandormient The sewer main to be abandoned Cas indicated on the plans) shall be left in place, filled with sand and capped at the 0 ends with approved sewer plugs. H. Water'Main Removal and Relocation ! The watdr main and'-:Epurtenances are to be removed and relocated as shown on tine plans. The removed pipe and appurtenance5may be j reused in the new location if they are good sound condition as 1 determined by the City's Water Department. The line will be ;. fully tested and chlorinated after relocation. See Schedule G of theme Special Provisions for the Water Department General f '' Requirements. ; 1 I y �• I k �4 ;. IW9- . •.h f 7,,.,, • r' ;� k imp _. ►'• iL ,'► ..� :�t, : r .�. �. ` . , t3� w; .� ,,. , , • , ,, -_77- - --- - - .� .� • .� t a . d • NMI ( r 1 N' i� 1 , � I . Traffic SignalsSiggals and Street I,ighting� ..'1 ". "I 0 1.1. - General The general requirements and special provisions of the first section of these Special Provisions shall apply to this schedule. 2.0 - Installation of Tr_&f�ic Signal and Street Lignting_asten,s 2.1 -- General RQuirpments 2.1.0--Application of Standard Specifications Unless specifically modified or deleted by these Special Provi- sions, all portions of Section 86, "Signals and Lightlingrl of the Standard Specifications, which are relative to the work to be done, shall apply. All references of the type "Section 86------- refer to the specified section of State Standard Spe : if icai.ions , dated January, J.975. 2.1.1-- Description 1 � r The description of the work shall conform to Section 86-1.01 of .State Standard Specifications and these Special Provisions. The work to be done consists in general of the relocation of traffic mignal and street lighting systems at the following inter- section; 1. aolsa Chica at Heil (.See drawing on Page. 15 ) The contractor shall request a pre -job conference to be held not later than five (5) working days prior to commencing the project for the purpose of reviewing the wolk to be done with members of the Public Works Department staff. During construction of the project, the contractor shall give five (5) working days notice of the readiness of any portion of the work for inspection, and shall neat proceed with related work without approval of the inspector. 2.1.2 -Regulations and Code All electrical equipment shall confurm to Section 86-1.02 of the State Standard Specifications and these Spegial Provisions. 2.1.3-Sguipment.List and Orawings Equipment list and drawin I of el4Ctrical equipment. and material ahrtiil conform to the prMsions in Section 66-1.031 "Rquipmen.t List and Drawings," of the Standard Specifications and theme, special Provisions, i, 1 0 .. � nr � � �•, �r a T t'"T � .i��, i� i1Y 'i•�I �( 'i,r ��7 (p;�1 t�4 f.' M4'' /�t�.��(4'��T' ` � �� ��O f,�� R�.1L,i!.. � '.{,. _��e , �_ry'.� ��; ki.+.r,li,.��e'�.�•i,l�l��, i�l�''1�1*�11.d5vd�}'�t��Y.ffJifl�� 0 I a1d1iL 11.tiC.'_�.�Wa.ltr.ry..,, 1• ti • 1 r , � I 1 G k: _ G I I I C E s, The contractor shall maintain all necessary notes, record:, sketches, drawings, or other material necessary to prepare, and small prepare "As built" dr.'rwings indicating the locationa, including 6epth and sizes of conduits installed - loca-�:Lons of pull boxes and standards, and other work completed by the contractor. Contractor shall deliver "As -built" drawings to the Inspector prior to final inspection of the work done, and f ir,.al inspection will not be done until such "As -built" drawings axe delivered to aiid approved by the inspector. • ''As -built" drawings shall consist of blueprint copies of the contract drawings (provided by City) upon which contractor whall. mark the information required to locate the i.mprovemenas. May -kings shall be permanent (ink or equivalent) : nd shall be red in c6lor. Contractor shall, notify inspector 24 %ours prior to need for blueprints to be, used for "As -built" drawing:.. 2.1.4 -- Warranties Guarantees, and Instruction Sheets Manufacturers' warranties and guarantees furnished for materials used in the work: and instruction sheets and parts lists supplied with materials shall be delivered to. the Engineer prior to acceptance of the project. The contractor shall include, as part of ' the equipneant list to be provided inder. Section 2.1. 3 of the se• ' Special Provisions, information setting for the warranty or guarantee period associated with each item to be supplied as part of the work to be' done under this Schedule. 2.1.5 - Maintaining Existing and Temporal Electrical Sygterr,s I Maintenance of existing and temporary electrical systems shall conform to Section 86-1.05 of the State iPtandard Spocifscatiors and thane special provisions. Installation of temporary facilities or wiring for this convenience of the contractor in the prosecution of -the work to be done shall be approved in writing by the Engineer p:.for •to installation, and the cost of•installi3tion and removal',of such temporary facilities or wiring shall be borne by the contractor. 2.1.6 -- Schedul, ing_af�Work_ Work shall be scheduled in conformance with Section 86--1.06 of State Standard Specifications and these Special provi oiona. 2.1. - SaPreciutionm Safety precau'ti.ons ihall conform to Section 86.1. a7 of State Standard Specifications arid' the.aa Special Provisions. Applicable secj..{cne of California Aldminist.rutiva Code, Titlegf concerning electrical, aria construction sallety it,a ndards and practices, sh:�3.1 he adhered to azml er►forctd. by the contrao':Qr. I II , • ' lid f , •. • .,. .��i►. .'b..i.t�a�- �.,_ ..� . .��L...i.�.�J. R� �/I.Lx+.�..I...,...G'ril�.iil1��...,,,�:IY�Id1C'.a:�L�SLfI�,.,a�� � (T � • '��11'��77 I .. ,.. �� ,_,.....� ....... u... .�...,. ,,.. �.y. _..•. - .:. i. +. ,�..'.....,......,w..r.,..e,�...��,� ..��Js, .+:1"..w.. „� —A I i,.Itic.L1'.x�.,...:`A� Jk4 `, C: G ro 0 11 M W �w 2,1.8 N Definitions The, definitions contained it ,section 86-1.08 of State Standard Specificationµ shall apj?);' '_.nty to work to be done under this Schedule. 2.2 Materials and installation 2.2.1 2.2.2 2.2.3 - Foundations Foundations shall. conform to Section 86µ2.03, "Foundations," and these Special Provisions. Exposed concrete surfaces in sidewalk areas shall be finished as directed by the Engineer. The furst sentence of the last paragraph of Section 86--2.03, "Foundations," is amended to read: "When a foundation is to be,abandoned, it shall be removed completely, unless otherwise noted on the plans". 2.2.4 2.2.5 - Conduit. Conduit shall conform to Sactlon 96-2.05, "Conduit", and these Special Provisions. Conduit shall be the aixe shown on the,platns, and shall be the rigid metallic type, unless otherwise Rpecifi.ed. In addition to the minimum depth requirements of Section 86-2.05C, "Installation," the following maximum depths shall apply: 36 inches below grade :n sidewalk aroas.acid curbed paved median areas. 48 inches below grade in all other craas. 2.2.6 2.2.7 2.2.9 2.2.9 2.2.10 -Blinding and Grounding Bond;lrg and Grounding shall conform to the provisions in Section 06-2„10 # "Bonding and Grounding," of the Standard Specifications and those Bpocial provisions. dbl2�b n i � ir`�Ixk�F'tPT'"•+Elp"'.^?'" - - K "F 1 ;' r A�l.,,.lrsi.l. r.. ....• .r�_�, . ...1 l"a�1, ,,„r.�d. .... . -.. - - . .._ . , .. ... .. .. �� .�.:.. .Crr.r,./yp10�RA:+�UiN i'i'�r'':"T"}�IJI'i=�, •''l.,Y ., I._.,i. L.tr i. 4� �e d.e�. ru .:. �,. : n� `rr 4t'r J. .•1' ,,,4 1 . i. a. w L..�r,Y;.r'_. 1 . ,�..,+.. .el:.re.. w...,iW,�.,ak+usYL. JLdr�.r .��,:,' .. r... ., r„ (_ �_��' �.', .. .. ., .._... ... ..�. .. .. .,. •., ., ,....... v. _, e.:.r_.. •. ... r ,.�,��...��..uw....�r..4rya.,.x:•.5...�...�r�_..eti...... C: C: i C (�2 E� Y 1 Grounding jumper shall fie at; -ached by a 3/:L6 Wch or brass bolt in the s.Lgnal st.,undard cr cor.tzrol.ler podest;al a.s::" ahall be run to thi t conduit;, ground rod or bonding wire in adjacent pull. box. Ground j tmvex shall be visible after cap Ions been poured on foundation. 2.2.12, 2.2.,12 2.2.13 2.2.14-- Testing Testing shall conform to Section 86-2.14, "Westing," and these Special provisions. 2.7 - Payment Payment for the ;rork described in this Schedule, "Special Provisions 'for the Insstallat.ion of '.Traffic Signals and Struet Lighting," shall be made as described in Section 86--8, "PalMient,11 and these Special Provisions. The cost of restoration of sidewalk and pavement, damaged or. destroyed during construction of the facilities installed under this Schedule of the Special Provisions shall be included in the lwnp sur.. price or prices bid fox such itenss, and shall not be paid for as part of any other bid itein of a similar nature for which compensation will be made at. a unit price. 2.1. 7 Saf� aty Precautions Safety precautions shall conform to Sect -ion 85-1- 07 of State Standard Specifications and these Special Pruvisions. AppV.cdble sections of Cal.ifcv.,nia administrative Code, Title 8, concerning electrical and construction safety standards and practices, shall be adhered to and enforced by the contractor. Contractor shall require that an approved safety vest be. worn by all of his personnel who are working at this project site. Any worker without a. vest may be ordered off the job by the inspector until, such apparel is Acquired. questions as to approved vests shall be directed to the - Engineer. The contractor shall provide for and maintain provisions for public traffic through LAs construction area sit all times. Unless s otherwise specified in these Special Provi>sionq, work shall be in accordance with Section 4--1. 04 7-1. 0G 5 , and 7-1.12 of than State Department of Tran3port;ati.on. ;*.�,�,:,..., r. .U13- . �n r, ,�,r'' A' ;� ';y�' ♦�Irf��?H'fJ��f1 r�^ ,r�s.�i�Iwi�riMr►.�4i�..rirN 4 IYY�.`w.iwlMr� rriiYli�I�M }} < i !V,i,t. = ..E ._ lLl++.e�:i� l. r,l� � i i. . al, "• 'Si/I SaW7i•' 15i:JI,l i.•`., -. •r.� •rv�-+v i•w,r...��.�i'.114 fie, -- "'� '""' T— -- .�t �T�i�f�i� �J� � � •� r. 9? "�1�. ..r�xl'„ � �, a :+r, _ — �I { i tit t ' �' .. ' ��� W' � "fir y ��h �i. ' � a ��rM; � �.• � � �h J,J�. �,,lf .i r . WL,'1ii•Mii�+,ir '�N,:a.�.�u!'wa+M`•1)k1lS'>� % 4 n w Xva s . RZrr, 7 r �: ,� ,V6 ��rr�� NwrwM l f.`_ _ i __._..._...�..... e3 e LLI C'� _ i-4 4z "E co ---/10 L.0 7 -/V r r ✓_44 NOTES _ -.4i t #wrr ro coAvnew ro Crrr � - - w .r,4rA'-- .5r,4NZURA05.. -PO,4 d , 7',YP it coWl I.Mr. ; � ,� � r,���a�reRr• w�H,�� ,�,a. y ems' r�� :.. 044l... D f'RC M ,OOJ if NO, d W'xsr - cmoovem �...� . ;���r��� maxis r���is c�owararr• �_ _ ..-�: -. � . 00*900 MRS m .9l" Awl# - • , -.�._� �.r __. �P! rIr :.. SrAid" ."R •sAfAC4d A ArCrAf. • :ADlosr, ft44aor&a ro s,*.4A&. r :._ . i I I r� I a0/. CIVICA 57 _,..7`., ,E L,4NoC Iw•P N-If'W %YI&WL A43E' 77'ji mi 1"rwu .4 ^*,* %sno • � 9 R \; SCII"'i)VL1; 13 i::ARTIM011H SUCTION I . DESC'RIP 'ION 01' 1,701U,: Furnish all. labor, equipi,.i nt, and scic Pico.,; nec;ossar"y to perform the required oarthwork in conitinction with Lhe vai: iou:� co' nstruction items con0isting of, but not limit.ed to, the followincr; All clearing and grubbing, excavation, do —watering, shoring, removal and disposal of objectionable materials, barkfill, compaction, any; loading, ha.tiling, and dispa-sal. of , urplus earth iotaLerials. �. SECTION 11. SPECIFICATIONS The work hereunder described shall conform to Sections 7, 10,15,16, 17, and 19 of the: State Standard Speci.f icrat.' ons, and to these Special Provision,,;. Cl C. SECTION III. CONSTRUCTION DETAILS A. Clearing and Grubbing Areas where construction is to be performed small be cleared of all buildings, fence,, lumber, walls, stumps, brush, weeds, trees, shru!s, rubbish and other objectionable material of any kind which, if left in place, would .interfere with the proper performance or completion of the contemplated work, would impair its subsequent use or form obstructions therein. Trees and other natural growths outside the actual lines of construction operations shall not be destroyed and such measures as are necessary shall be taken by the contractor for the por.tection thereof. Organic material from clearing and grubbing operations shall not be Incorporated in excavation backfill. it shal?. be the contractor's responsibility to remove .and dispose of all excess material resulting from clearing and grubbi.nr operations at- ;his own expensa. The contractor shall make his own arrangen4cnts for disposal sites at his own expense, at which said material may be lawfully wasted. B. Excavation The contractor shall submit for the acceptance by the engineer, in advance of all excavations of depth in excess of five (5) feet, a detail plan showing the design of shoring, bracing, slop:•Lg, or other provisions to he made for worker prote-ction from the hazard of caving ground during the excavation. if such plan varies .from the shoring system standards established by the Construction Safety Orders, the plan shall be p-.epared by a Californian registered civil or structural engineer. _161, �,i y .I '�-q�7� , �.;- iUR+�'•+n�� n"-�y i �h•�F'�j�.'k ��l�Y./F �'+�AT��.r I �,( 'y ° 'r." i p •1 „16l i! V,P �Y� (V • .• RS�-f .Rc .�s :'b.l �. �. :n ,+� 7Y' v 0,? 3 Nothing in this sec t:iori shall be deemed to allow the use of slin t: nt , sloping, or pr.otect ive system lcv5E ef.fectiv.� than that. required by the Construction Safety Orders of the Division of indu strial. Safety and the Occupational Safety and iI'lalth Pict. All excavations shell. be perfcrmed protected and s,upportol as required for safety and in the manner set forth in t:hc: operations rules, orders and regulations p:c scribed. by thu Division of Industrial. Safety of the State of California. Barriers shalt. be placed at each end of all excavations and t at: .such places as may be neCt.S.;, a� sary along excavi:ions to warm all podest:r. ian and vehicular traffic of such extra-✓atiori s. Lights shal.' also he placed along excavations from sunset each day to sunrise or the next day until such excavation is entirely refilled, compacted and paved. AU excavations shal1 be fenced in such a manner a.s, to prevent persons from falling, walking, or other- wise cntar.i.ng .any e):cavation in anlr area, public or private. Cl The location and grade for the st:ructur.es will be established by the D:_: ector of Public Works. Excavation of every descrip- tion and of whatever substance encountered shall. be made to the dnF::h and grade shown on the plans. Care shalt be taken to rtttrict all excavation to the lines and grades shown on the plans, with adequate allowance for clearance around concrete structures and pipe limes. Pipe trenches shall be sufficiently straight to permit the pipe to be laid true to line in the center of the trench. The trench width shall be such as to provide a free working space on each side of the pipe as laid. If water is encountered, the material through which the trench is excal-ated s.;iall be dewatered by means of well point system, or other pumping facilities acceptable to the Director of Public Works, -to a m:&'nimum depth below subgrade to 18 inches. The trenches and other excavations shall be kept entirely free of water while the concrete is being placed and the pipe is being laid, and until the concrete or mortar has had its final set, or the pipe joints' have been completed. Winter shall be disposed of in such a manner as not to cause injury to public or private property nor to be a menace to public health. Excavation for all structures and pipes shall be to the grades shown on the plans and shall be sufficient in size to leave at least 6 inches in the clear between she outer surfaces and tho embankment or timbering which may be used to portect them. Free access must be provided to all sire hydrants, and means shall he provided whereby all storm and waste water car. flow uninterrupted. 4 j l� Where faeces.9ary, t;renclien and other excavations Shall bc:' properly sheeted v,nO braced to furnish acceptable. working condit. ions . The bracing shall be :so arranged as not. to place any stress can portions to t:he comp let���t-1 woi-}; until the general can trur:tion thereof: has proceeded f-ar enough to � provide ample- :4tren�;th. Any damage. to .structures occurring y through set+Ueircents, water or eaL?:h pressures, slides, craves, or other causes, flu` to failure or lack of s;ceeting or bracing, or to improper bracing, or through negliger.ce or fault of the contractor in any other manner, shall be r.el-a .red by the contractor at ii i s owrl expense. Sheet piling and other timbers shall be withdrawn in such a manner ao to prevent caving of the walls of the excavation C' If extra excavation is ordered in writing by the Director of Public Works to obtain suitable foundation conditions, such excavation and the materials used to refill the. excavation will be paid for on a force ac:coun': basks. �� �►;;,r excavations due to contractors negiligeace shall be refilled with well tamped sand and gravel at the contracto::'s expense. Materials excavated in streets and roadways shall be laid along- side the trench and kept neatly piled so as to cause as 'tittle inconvenience as possible to public gravel. C. Pavement .removals shall be kept separAted from dirt removals ' intended for backfill. 111 materials excavated from streets and roadways, not: required for backtilling and objectionable materials shall. be Jxnediately removed and disposed of by the contractor. 1 i C. Backfill . f All trench backtilling shall conform to the pipe bedding detail as shown on the plans. All backfill shall be done in such a manner as not to move or Ic otherwise injure the structure and,/or the pipe line. I f No backfill shall be placed against or ground the structure or pipe line until said has been inspected and approved by the Director of Public Works. s All backfill shall be made with suitable material which is clean and free from organic or other, objectionable substances. Large rock fragments, stones, boulders, or broken concrete pavement shall not be used.. D. Bedding Bedding shall conform to the pipe beddiaag detail as shown on the plans. CO \� A minimum thickness of lZ inches of Class A bedding shall be laid under the structuxes. r7 T1W1— 1... : , •••n,I p-v9 J'1.'`!1!+'� fq 7r� W41i°' t ' 76" M7 1 r . ' ;�i� if'• !�� � r. :,'�1�. �µ��.;. � � ti �hS �� �, S �i '� ��i �'�� J�; '��' iC �� •'i4 . �'� r�� � ��/�nr� � r•� ��. ��I �y � .'� „ 'N i � � � � .��� �� J .' �!, ,!, ,. � a'�: W. .. _,.tr�Lt�sa.�e�hs„r �4h:dl'J4.�.�L i. r.�l._1ii •'�� �' ����i yam.. ^�i��ir>• A.yw C.. 0 0 G 0 i c Cf C. r, , 0 7 Class A bedding shall be compoced of sand or No. 4 (maxiinum) cruoliecp rock or gravel and ::hall be laM to a thickness cf that spec if ied on the i?lan. Clays B bedding shall be composed of clai)n sand With a sand equi Talent. of at least: .'A and :;hall. be laid to a height of that specified or: t;he plans, and shall be completed prior to placement. of the balance o•f backfill.. E. Compaction Above the bedding material, native soil may be used for backfill, except for peaty or fat clay materials. Backfill zsiiall be. made in layers not excee4ing e i.ght inches in t:hickuness . Each layer to be compacted -by moistening and tamping by equipment, machines, or hand I. —Cols. Trench backfi.11 shall be compacted it... aczor.d:arice with Section 19 of the State Standard ,Spr,cifications to a relative compaction of. 90% to a depth of 12 inches below the pavement struct:tiral section and 95% from 12" b.jlow the pavement- structural section to the pavement structural section. The contractor is hereby made aware of the minimum testing which will be performed at the direction of the Director of Pi,blic Works. Trenches will be tested in horizontal, increment spar—ing not to exceed two (2) feet commencing one (1) foot above top of bedding material. Testing in the vertical increment will not: necessarily bh at the save locations j i.e., the tests may be staggered at the option of the inspector. The contractor small perform all wart- necessary to attain the required compaction. fie; 1t•t, ; �;��!pS 1' t, ""'7�i1�',�1 _19 4 I ;I i if o- ,.' , 0 + ,r 0 Ciq 0 SCHEDULE C: CONCRETE STRUCTURES SECTION 1. DESCRTPTION OF WORK Furnish all. labor, inater.i.als, equipment:, and servi.cas necessary for the construct:?.on of various concrete- structures as . indicaved on the plans and hereunder described. SECTION II. SPECIFICATJONS The coricre to work, hereunder described bed shall conform to Sections 19, a 51, 52, and 90 of t;liw- State Standard Specifications. SECTION III. CONSTRUCTION DETAILS A. Earthwork Attention i5 directed to Schedule B for all excavation, backfill, compaction, and relai:ed earthwork operations. B. Structure This work shall include all forming, placement of bedding, place- ment of reinforcing steel, pouring concrete, form removal, concrete finishing, placement of tops and covers, po-,nting and sacking concrete and clean up. All structures shall be constructed within excavations suffi- ciently prepaxed to permit proper forming of the facility in conformance with the plans, details, or standard dimensions. All concrete structures shall be double formed. Excavated earth side slopes shall.. n,,.:)t be used a� side forms. C. Material. Bedding for all structures shall be compused of sand or r1o. 3 or No. 4 rock or gravel. A minimum of 12 inches thick concrete for all structures shall be Class A concrete proportion to produce a m:.,- imum compressive strenght of 3000 P.S.I. in 28 days. Steel reinforcement shall conform to ASTM Standard A615 grade 40 (fy=20,000 P.S.I.) M2()_ 4 kr,f, y,��+�- �`^'sir.., .. i l �� per,�'�►�i�'t�M{^{�'•�f��P1�►�. r F i`J'r 9 4 j f C SCHEDULE D �-� REIN"CZC.ED CONCRETE PIPE" SECTION 1. DESCRIPTION OF WORK Furnish all labor, materials, equipment and services necessary for the construction and installation of a reinforced concrete. storm drain pipe. SECTION II. SVECI:k_ ICATIONS ' The work hereunder described w}IA,,all conform to Sections 10, 16, 17, 19 and 65 of the State Standard Specificati.or.7. C SECTION III. CONSTRUCTION DETAILS A. Earthwork Attention is directed to Schedule fl for all excavation, backfil.l, compaction, and related earthwork operations. C Bedding and backf ill shall conform to the pipe. bedding detail as ;shown on the plans. i B . P., iping 1. General All piping shall be in accordance with Section 65 of the State Standard Specifications aad in accordance with the D-Loads indicated on the Improvamenc Plans and/or proposal. The interior of the shall be kept free from dirt and pipe P other foreign material as the pipe laying progresses. Care shall be taken to make ce;:tain that p11je after proper cleaning I remains•clean. Open ends shall be plugged or covered when work is stopped at night or for any other reason left unattended. Anypipe- i which is not in true ali, nment or develops heaving or settlement after laying, shall be taken up and�relaid at the contractor's expense. No pipe shall be -laid which i.s damaged, cracked, chocked, or spalled or -has any other defect beyond the specifications tolerar,ces, and all such sections shall be peermFariently removed from the site. 4 The given pipe lengths area approximate being based on they horizontal distance from pips.and to pipe end.. Actual installation length may, therefore, vary slightly. Z. Joints a. Cement mortar - The cement rrarta►r shall be composed of one part Portland cement and two parts of clean sand. The consistency of the point mortar shall be such that it will adhere goadily to the pipe and can easily be squeezed out at the jnints. All wor+tar shelf, be used n w21- E I , -, 1" . S. Mrn l l n tr �'� ,11 , + 74 . . .f N. I , ,, .y � - ..+ I ,'i is •r'� i+ni ;k' + `. �I•i' I i�' i I 1 ..ilnl_�.. .�.. .. i'. �' l''.i. J.h'... i . r�.�, +�_. �r '.Y.' •; I •1..• ,,� r� %�; 1 . ,r k1+'iE]'r 1'xl�'�'dL'.71.a��a..�i!V g,��,�r rA, C. . rl i C. Q f • 4 1 ,l thi.n 30 ;iiinut-.es after mixing wiLb v.ater and all harts 1-he FipL, •tn be in ccntact with mt rt:ar sha11 be wac tied clean and thoroughly wetted to Insure proper bond. 1) Tongue and Grunve- self--canterinq Joints - Complete ci.rcu;nfercnt:ial mortaring of outside. joints vil.l be required. Ilse of pouring diapers and bands shall be clone in such a m:Anner so as to prevent air .locks and to, insure ccmplete annulrYr filling with mortar. In all cawe6 the er.tiz t: rdr,gt:.:•i of Lhe ini:jlli - d ins:.ac joint shal.l be filled with mortar in such a manner as to � insure a strong, water tight joint. V ki C Ct 0 SCHEDULE E CAST -IN -PLACE C'ONCRET: PIPE SECTION 1. DESCRIP'VION OF WORD Each bidder is herein notified that cast -in -place concrete pipe will be an z.11owable alternate in whole or paxt in accordance with the pz-opoSal listings and the hereunder provisions. The word; consists in general of furnishing all labor, materials, equ 1pntent, and services nouc;! scary £or Hic construction and installation of a cast - in --place concrete Dirac: !jtorin drain 1 .,ne SECTION IX SPECIFICATIONS The work hereunder described shall conform to Sections 63 and 90-8 of the State Standard Specifications, Lhe attached Standard S,�ccifi- cations for cast in place pipe dated March, 1974 and to these Special Provisions. SECTION 111. CONSTRUCTION DETAILS A. General The contractor_ shall acknowledge the size: listed on the proposal are design minimals. In the event any listed pipe is unable to be supplied in the size listed, the bidder shall bid that size but supply the next larger size available. The structures detailed are minimal and increases in size or wall thickness to accommodate cast in place pipe shall be made at the contractor's expense. �. The contractor may submit a proposal -which incorporates. portions of each type pipe, provided no changes will occur in the planned pipe sections, i.e, structure to structure shall be the same type pipe. The minimum compressive strr ngth sra...l be 3000 P.S.I. in 28 days. C The ccmtrantor shall submit to the Director of Public Works a structural cross-section and the type of concrete to be used in construction at least 2 weaks prior to actual construction. 0 The contractor shall assume all risks of the existing ground being suitable for cast: in place. Excessive water, caving, sail or any other condition which causes c1lange to RCP shall not be considered for any additional compensation. B. Construction Specifications Attention is directed to Section 63 of the State Standard Specifications and the attached Standard Specifications for cast in place pipe dated March, 1974. in lieu of the 90 percent compaction required by the March, 1974 specifications the 95 percent required by Section 19 of the State Standard Specification will be required., 10 2 J - I 0 h I �i� J�+''��.fY�'i.�.A�'n �MYlC1 �r.�i.�I..���' f�'f... �' •.•.� ��� I � i..' �_ , _.. ., MAP ;, y( , TOly T *1�'' � .. �''' Girt', r' .� ..ate .Lfwa.:r �'�",,tl'e� s�� �•��•., � � �,: �, �.� r s � 1 I I m , \ I 1 1 I I �.. T c. :i t r 11C' In 1 ieu of the provision that the City will pay f(;r 913. testing the followirU will. apply ►.o mist l.n p.l;:c:e submittals. 1. l'h City will pay as ntat od for all. compaction test :g and concrete testo for the- structures. �'. The contractor sha ►1 pc ror all teErs on c:oncret.e ;:eyuir(.d' by th^ March, 1974 specification pertinant to any and all cast: in place nip^ ::e„r.ic�r,�, of th;.•-� F'o-rstem. I � � � •� � r .. � . ; � �: • � • y�,���' ,, .' >�'� j �� ,. q ! r'?�; " r� F A' � a, P "" •�' r,'� M �r 4 ,zci! . �•�• ., , �,n� �ry •+ MSC; � µ� � �, ; Q . ��,I �c w: ILI + i 1 i i 4-, i f 0 Q a. i STANDARD SPT;C;11"TATTONS .r o r CAST -IN -PLACE CoNr "ATE PIPE DEPARTMENT OF PUBLIC WORKS CITE' OF HUNTINGTON BEACH March 1974 Ap proved by H. E. Hart ,e b�'Ctor o Public '� adao . a -23w • � 4•` :t I,Y•,F (�1 f '1i� �' 1 1 .� � y, 1�•+rYiti � '�� 'ri ' ' 1 t � ^1� • `��`M1/1�� i SI�, � •�.1 �y, n,: �' ' � ' • r � .l.,rrG. dkXsW � .fit lt.n'✓i 1F.�r.,� �.,.wE I at 0 . —fl— 0 h a e h c�k. 1n �ti 'n j rs:, f, 1iS' isdY•)' r' ,r'i.1 .�i�y �r� �•.�:.ov�nQ+�Ii�r��� � 1�. r�:�(,�i�r, .: ;.k;�.�4..;.'..�� ���, `���.°�. 1r M'K- I 'lulls ap��•�.:'i�atil 1�11.' •wt�t�tl7^ �13i�tw•11f'2�'}�..�kt11e :.1,1?Q�±j�V;•:i lllL,�{'f .I�.1.. l:I.:i�ii ��,/„1 l.iq; ::.•h+4�i.� i`:)x' DPW �Ui'1'�'�'y.:rl',11) t;2 yl1,r.1'� V��,%.�t�' �+6t21.d �.x';;'l.tjf,'i••�f);;A 'af9k'�:t�S' �.w....�'•� W6iwtw'Ai Iiir� I 7tia anjj' r: d' rote r rwJ 410,,E In telh9M t'no Y r &t.1.601. Of P.tl)lic Work* f.,r his ar tlwrl sod x�p +sNt�n'tat•i+�+ r� � Thu eoDx11a er my muas ^iAbly or pwr>Il spoartiV 4orW tN uoo o _ .... cojwn,t,a pipa, ,f Ju hiei J14psv►nt lwia3 uonditlwA us)w the two of awh pi' undo *irvablto, wgI esliuli ucacrm 111:, tl,.vj xvAo:trvr.► oAt* if UatAoA 90, of t i State, ftloci•fie*tAciue as Lvdifiered borviow i Tree) M►uepbilitv '.rf *heti :urA4usz Waala G dytoruitw. kw Uw xwaut.o of tE { r tout* isorp'�; apc tlil oa &W by insoutit: " WAmim vbvtbwr the condult coulorw to tltwso crlw•c i.ficatiorw so; ter aoai &w VW froo4m fro" dotrote, Uy f (. unae3ec/publm portiarui of the tiondux�• aty&XI t* roplaood 9%, r*puinA to mat tt" uIvoiri.catiosu+ at the azpewo of Visa oontrutore 1 • GU1�E Ai�G! The canorato shall bi, or Portlud Comento mimml 40"Sats ad der m a nduln:arf of G nubo of cement par 4ubic yard of ooap.-retev MI ;� aaar % to thin xvquIrrm`,ato of Ut;tim 909 or the Bt`te Splcift?stiow ad wadifted bG.Yv is.. Air Oatrai.c tzg dr puta wqw be u00d Iz Swh AMAWW !o will O" of thi ecarwaizmnt to a a4x iaaa of $ poroaats of %Iv ( •= of .2$) J' tolwaw q of tha e+0writi as die,2ha+ pd by the OLZdl:e SIMP Is io sow* a d>MIOo er~a MMOuured Zia aCCOrauv a wIth for rerquira'"ou of WN Woot leMo`lsift off' tbo Spanl,rluatlrna for Mcetb d of Test for Slwq of loaSlaM Qognkt Omrs s (AM Dualim► oA G-143 ), t4hamam oawa rstw MWall met @WLMWM �,i tW I a -2s- TIIw �. or►�..1........ M'A � 1 ' '� � r ,�. I, �'1• , !� vyr ✓� 4 •Yrr r• � r 7 � "Pt I {'}� '� _ ' � ' .< err 4,,+; r .'. 'r'r. ! �y ',, i,'q� r •gyp 4 :� �y,. � ' JJ.. 'h` •f � ¢�p�• .g y 4�� y�� yp Al�xxl�esSr!�eaf1[�i�lilg+Yt':ed�'S''S��r�•.'�.'�G"'l,�X"t:tx;r�R!ts!'ft�`�T'e'9!�5!'�f�•R�'9!�l�i+�!'L''+�'��li�''FJ''1.''i�ra�i."(dr'�'Mi`El+i��,rf*,1�'1�?�''I�'��`�:�5+y':�d''�' Ti�t`i�,TR'��,'•F' 13 IC OKI r.ell ,. (-t; Apr X A.V wit)" P41as jjj mmat-A of -Qv.� s Vf.s4ftirul tn xwmi for (AST2 01^11. bq) Inarw t?wxkl 48" A o nad 'J.'% I vA ou?--Cv. -vvwUr'.!1 G' I 1, wAy vp--m Ej vo O�M%aA 2. Of 'IZX. .1t, Y-'t 111.All to p1*00d Wi th 3#OtL or .3 T;st usod Tara that ocyacmU be aloam. c3leftel f"* 11raft oil, Atc'�N itlbll or woptAble mttor- or 66her a& InNftcw to Qw .f'A-?Aohe4 pvdwt� wW mWal be "joat to g9m. *� by the NW,tutr. C T%dl aTt, 4 .. - Mm - Termeber O&D 't* OusavatOd to Uw 11mv ad pTAOM 0 by ths DIreatcr air MlLa Worko wd iS "coftene aids g*W maw Wmtlw,, The W%A*A at V4* tremb aft2l bo U04 mmeAeut to 60aram"WO eat yd[ps mWWOO, 17*6 bo"Ca at VW NVMb WWI be olmpvd to WO uaWcal W,' 6340 OiMwff1bmw# of VP VdSOp *ad sbalI W PQ&W and prn*VW to prcwAds Irk ' I V"*,Yr @1 lip - oil '00 11 1006 1 00 1 0 min uniform OUIV..W. by undiiiturb" ovAlt or f)(.,ffWNmA fill mmr jvcmv, tho Wttt--m '?10' of the p!.pe, hamirAtUr to as Um "tmwh wl.7) th , 0011 ba-i'mW Uw trviioh fom not tv,; try -or &A:,-*V1L%Odp as Uy 3)(00tiG71 (b) bol(yw,, timl, Lmwkft11*d &ad +.mmh&M m ;Mrfox&t(J to M)dUQo the above mrAtraW stOle traMb 7f -in of Fubllm Worh-,,�- over wmmmaticc &W twt1 , V, SIA11 t4 .At tt,,o botJ-:oftbos pi4WOW trig mi, DAd oCwi-,^ctadq .-tAbilizud "i). Nuah am to preside a ammx)*.h fim 10,,co-, c.-cykar-Ok. If the t.-otioh walls fAllp tk* loose 11), vonr.ov-,A nivl cono-i-tAij ahall 1* ax: x,,4*d 'rill the T014.0 dot;orrAirv) tir. moila er.,,,`ountv, or tr.)najb (1[,-- 1)1 r -'I,,Or In rp.j ri t LA I I P, 1. 1 1-fl. Jug J:4!Ll .10 jj t.?JAV1,jyh tbo q1,4**t1CD- i., a2•om3d. pips r�ZI- comltoimm. W is or QPQ f 00t ADO "ol.; of" -,h.- I ir-) 1."I C dyanno of t C layer-F. nf mt-,mriftl of %alform 11!11 t 110 'e. 0i7 ;f OigOiL J,,��ahozl .*,.i 1',I)AWkwom mssri-red layfir ah""Al I" evau1jr With Uw, mulfi-tune av*nl3r t1uougbout V I-C- i-AIITOIM (JTTtlm= mol.9tiare ;)cwt;mat-. Mmh lVer below a 1pl a ur) trot-,. b1J*2.r,,w fird.,-Awtd WALL tbon be m1lod =t11 compeat" to f 4,-Qruant or t-,iorv, (0) At t4m t-Ism of cimarote p1woA�u-a(;, 0.1 moils UL aantact with oast, -In.• plm,io p1pio shall be :.v)ArAt &W istable. Tzronnh ahall ba fine of ma$erp am mid ml dwbrlm at TO from ard mtum 1.o extabliabod 5 kA I I Wt S7RO*04 1 A 0 Imb per !Aamal fcxst otia , x1L= departure shall be lWted to 3A of an Imb, ftxtrm dop&rUu% frm oaiAbllshsd &IL&mmt shall be 'LjjwAW to I* imbee an to 4puts &rA 2 inobem on curves. 4 I ,-•.. + ...R.. ,F. . m , T.R.1 -r� 1 � '��y "•rr"yi" �,.n..rr„ �►,-n�T,...�.•,r.>♦•a.,r� .w G � 1 , ,;fig• i' 1 ac r� nts C'morote oaat iu placo pipe shall Db a ustructed is ao pl we=nt i armwd the tamplrtc poriphvi7 by thin use of apecAally ►iesigrod oeuipr raaut oapablu of vibratir,E, romwULS And/or tamping the cowrsto into t r , plooe wctil It hat boon amwolidatod to maxim m praotictable denalty. ! I � The concrete &hall be placed in such a m unwr to be five frog rook � • ;xx:kets or voi.dtl rtwl ehall fit attag ly ngrinnt all. Yoram LW omfining � ivurfacge to prxlu.:a opt. -CAM prac UCIAbld inalde f lnlsh. j �. (b) tEai I All fog shall to cQakitntated to tho uirna, shape and design to fit imoothly. Looker devicits bhall b1 wafflolent to hold the forma aecumly in pl•�, t Lad tom.. a►i conet;ruuted as to permit romwal w1thout ' ' damap . inrwu b i pitwo .shall be at nu ff! a ient strovgtb to vithata x d t:ne tamping .-ii th ;!,)ncr%tty. 1%, uab of w,,:,r;n or dan%gei forme wb 1oh might impair the interiur su rfacti ::f the p1pe ahall wt be permitted. � Mirm b>nsrtng platm lodeut►a'tions wlui.l.a not uxcW. 1/8 inah arm the q remsinir;g 3z�t�►rl�»y 'acbt (-,f tbo pipe shall be oqul,valeat to a N:►vd w. roeded fbileh. !! I Caxvi eball bo taken wban i-jeiav1Ug tbo forwo to prevoat damage to tbo I i plps . AYttx removal of the form, tiw inside Ci" Uxo pipe sb&11 be r LnnpecU-d and w3y r epaira made wi,thim 24 hmwe. 1f obw1cros segeragstion or honey uvabiug. or Umdequate wall thia"*a oxv ancowatared during ;.nepoction, the pi -pi my boa re jouted by Um Eng1meer. Xf zvpaire j o ar rust be mado la a manwr app: av-W by the Engizwer. fi 1 C. 1 \\JJ C�atwt ►ti��t, �r�l>ate � � 1 Vion "!aoing opera►tims coaft for wW rras= for a period of tim wwoodit g 20 minutes, the and of the piper aball bri left veirtioal. 'ems I VVIOUlt;iM 0OWtr1.> )t1OU joint Mall be re:nforceld with At oamrsts ocUate, � f � � rule a,)11w stall extrnd ow fact enter sido of the ,joli t =W shall bave a ml&les= timesnoos of six inaba s or firm thioimoss of thr Idea whiolaver is greater. No. 3 domtls ohall be Vla4o4 at a owdWn of ' ulgftsem i6ebes on center ar and tho olrou■darenae of the fps in the collar. All joints shall be olesswd of llatemo, fonkp ad loo" i vatorial botars placing 9"mbioae &.m rena md. -29- is t AA +4, r r I Y Y, t I.0 'mt It W4jom tit# pipe, oNmaoA aj dzinting ittility, additloaal reWoraommA YW be requir4d . Cait jxm- ,iwe cox -orate piper shall by isrtAlled in emb a ruder to result in pipe capable of ariy1r4 - (a) all atvwtuml loads impx mAj and - (b ) water quasntit l eaoh = a panuer fully mwtind d emIgn orit*ftx, f a k 9x hs Walmus auoeptablo etrragth z the oarrpla,ted pipe ahrll be mt liaa than that Mquim In th" epepiiioatium Coverlag the particular instal. :lation 28 days for compreeeivo str.ndtb am go d"m for tlaxuml utrog�th in Uit'j 10D, iJ1xs_ Iona 1 rejufrm�ente G&Ot-ail»-PIAUO cacu:xM!tV Ulpe 4he11 h4VO bdrAm= xa11 thiOiFees rue :i.:.i.:..w r� +`Wr..�r41Yrr'" iii o S E 30 6 `2 4 Q 5 54 51 60 6 66 6j 72 7 84 8 :L9 - i i Wl All "posed ;orti ms of ttww pipe outgak and Sam aWl be i=p�petAd a�vi�.1,Y,p wd small Qum ar"ka aw"I be "Apt" 10b e 4 vW%6 All rook pooks'We ttPUW or cracks oam*d tW air ft"Immte ia'L UM asreata, aoald e w or aUOrwise, MMU to out my ad "tpuam w,i.tb Comma sa a Owmar "Moi'Atarr to tbo - All tmanror as wks of o.ol ioah or aft im t of &W 1 ft SWI be roplW with a mterial aid tj a wthM A*'Rv" bF iM eV40=erh LaGOVAdiml cracks rzataiedt" 0,01 insh In wAl H* Ad tg ioaiatv is M"tb -3A%0 r,,.r i ,� ^r :r��r,M + ,�:, (1j] � . 9 frHiw �a.5. � 7.3 .. •� 71 wmTL� r ' d , d 4 7 r i ��� "' y,. ,i � K,r fir, � '�':,, ��, 3j:,;� ,'�•P'1 r�; r',.�$ ;, 1,,�n1�•,' • , S'r V , ' . I 1 C. shall be grog Waj i'ac• ru ju;Cti urh of the soot1,= of piP& itsrnxtnrd MA m-ah portion of pipri AA11 Mkther b# mwwod wad replaced or shall be otrvogthemed it a wu wyr app weed by the RpSirreer. o) lns, l61oh i All astr%jwt)uo i-wWveta: uha11 be rowNed fr= tho int.rior surface am r coon as poeviblo, „xl tho iusiae of the pilAt bhall txr .f1je. had, l'ariatiaum in the iatar1f1A1 dimb:ter shall not aaoae« IN laQki poor dianster Lwh. Offsets at foie Aupa ahall not exceed tlys rallewins liadtst Pipe (ifs t - - r 'jhW C 1 J'7 0VI .36 .'� 42 �r 48 5/'g 54 5A Th►, rnaLUd% inturlor owt-faoe -4 the pipe ohall be oquivalent to r, stool screed©d fUAsh. Said finlsh ,shall apply V' & min.," of tb.e b(ittom orwk-fourth of the pipe o1lti7lD fem-noo. r r WIrY✓•r..rwsY ,a) rl,;r 9�Ytr!'do„i r �rr� o.r r...r.Y.WrYa�■ '!' o wi erlor Ppurfaoo of tmet;-iu-pl•sue con -_-mote pipo shall. tee tuml by one of the following aetkv�ds e s-I. `x A; arteries surface of tho pipe shall be curd by mans of looree anist, LrA wg onus oazA or aoxl bac fil"1 a+sterial placed to a adninea hsiSht of ils Imhen Above the top iof tra pipe. Care must bar takes to etald damWe to tka rivsb conorote while placid the bankf111. The ouoareto mhall breRapt at w m isms nolsture content of pot leer than tow percent, by W%Ott for a period of tot Joe@ tbu arm dwe a-2. A ylgnatad &wWDrom ow bm oospma4 eftfomift to 'tide lates rwildw of the spiolfl-wAioas for U Ilbsbreew lft Coapa► +1 fbr curing aom rste (ADM Dealawtion 0.30) @W1 be applied lmwedlMtely boha.ud tto plaae nt at a rate vbicb will adorer not Wn On 150 97AM loot per gallm, A polreVVIeas film at le'ot #0015 of wa 101h In tktob- name ny be used in lieu of the o" euriup aoseauda After the 90-1 has Ariadp but not to emberd 12 Mauro, a •1z EMU baold 11 *f laa w 042 or esad 9W 1 be placed aria As rnbrear SkL Imed Yg bduuz' Jl1 X opulm i►aU the pipe e121 be bwpt a 164" at all gore ftrlrg voastrustica, ezeept when &M wore aark is in pno,pr►"# to pemvmt air _II- 1F w«-a , , Y � � J aa. w .1 I1 C drafts from dr;fing cut vhj oouicrotat and shall ba lmpt olQevd nor a i�erlad of five' days otter ezimraxa plaor mat. As Baron ad the ooaarOte re40h6%e itd Wtial not tha iaaide forms shall be los"zod and rewor'ad. 1 ftekfill All backfill material shall be free of vegetable matter or otmr uaratia- f"tory material. Daakfill Mall be so plao9d that the pipe will not be displaced or damsod. Backfilling to a depth of mix inaher over the cram of the pips *hall be made with ecrwd eartnx sand or otbar sot't, molArt and loose material frv.a fran lamps " rocka. Ib4 bxl.ame of the peateriAl. used for bac.hfill will be at the nption of ttut Contraoter except wboo otherrriee spooMod or shown on the plan. Hathod of baaitill Shall be a b jiat to ap,. oval by the City. RegarcSlese of zothod employed, the material shall be acngascted to a ral.etiire density of wt leas t'-An ;Umety percent. In news of questionable coapo-ation and when diroctodty the City,, the oontraotor shall furnish rtaults of aompar, t ton toatd from an authorized Ustina laboratory. D t _ _ E,M1I 1, Calculetlon" Eh iosering oalouldtiona, whan required, shall be sumbittod with plans as a part of the design and shall be sikp*d by a rr,gietered olri1 engiarsr, State of Ca'liforria. 2. Allowable Coaarnte Sure; iso:nct ftoe4dixA5,22rag,.n.i. Allowable comcreto streeaea not exoeudi.uo 4') peraent of the 28 day strength of tha conarvto u&id " tenaile stressus not ex000diag 6 ; .vszct of the 2.8 dmr 9tcangth or 200 pa i nu i.wm. The atruo•tural wAlysis of the pipe shall be baswd oL` a uni.fom baeirrill not learn than 110 p.d. f . * or &,%&tar depudiM on veil, sauna on top 13+0" of the arch, a lateral load baaod 'jo p.o.l. equivalent fluid p ma+sure to the tog of backfillp aad a w1form soil rwNtion acti.%W on 18M of the bottom. 'ArZ, possible serabarrpe loads WAII also be taken info ounsidaratiia. Caiaulatioo of eamorete store d aMINS cOGITIalents fr%a Rugineering Now Reaurd, Volusm 87-1921 t PP 7689 is a000ptible. Mpe aball also be desired for frill iatetual hyd ustatic bead. '1. doll dssmles To be Wan on the weed oamterline of oast-io-plaae pips to a depth not logo than two trot belw the laamrt gnAe at a ftt Ir )W AV$ ftsults of such tests shall be suwbitted to the city Magiw*r for awl prior to 00MU%ution of u#At-Ub--pLa+oe pipe. �321_ e F 1 u C 1 I :>J 0r C, C G, i (a ft"War iof+r_a Six test oyli.Wers shall tw wAW frm the first 213 yards o: emanto, M tuat oylinUrr frea the nrnt 2j yards of eonor~:to sW then aWy at Ur dimoretia n of Vrw a4rizeer but not to ou"d more tb m 4 test oylinderc per 25 yards of Mddi tiWA1 nonar ete. In esxp use* t►hers sWIL be at Ier.Xt 1 out Of 4 teat cylinders taken each dale. ... 29atUm1+�th d t Test ayUr 1srs shell be mwW &W durod in aaoordame. with the roquArsseriats of t'w latent revision of the 3peolfloatIms tov Methodj of Mtking ud Curlrw Uniervto rompressioL &M Flexure Tuat fipeoimns in the field (ASW ri-oeig Atlan C -31 . Nat cylinders sha 11 be tested In accord&= r with the requirnmtenrts of the 'latt+st rwrialon of the Speaifleations for Mttthod of meat for Compressive 3tr ongth of Moulded Commto Cylinders (A,3TH rwAigmtlon C-39) • 2. CoMirete g, re,qAth Flexural, "Strength" to here uAvd, refers to flexural strei4tb which sliall be dswA4,- otmted by tho testing method below. •j fjn-mqgz of TeetaR F.a�; a on*-Yundied limal fe1Rt of pipe, or earth section of pipe of a given dSamter, rhicbwti►or repretwnts maller 0000reta qw-atity @bran be represent. -Ad by two taboratrury test upsets of f'lasmmi speaiheas tested st m rsmtm axw n-1 ty daye. ,SbV. DoAm N1 tb-2d v 9trviagth shall be dlrtern n e, by Uatios flexura rpoolnew of oars mtes utzlixod Zor addag amt-t&-Maas. Casticg, during cad texting of Mums tryst spedmens shall fly with tAs following AM'Doolpaltmal Casting Jpeolwrns ATM C31- Curies :teoums Am C1ge-54 tooting Speotrwrir A.MN G' q Is 2grof U the rfsrso of WV i3�# 3 teat 0y2laders of brew is Is" tbm the psi spsolf Wv this pipe ropreasated tbrraln stall be cored at 50 !ate i&tervt1s. _33_ -At , I 1WRY 1 •r y 717 '� ti r 40 ' 1 J,;,, Ile r' _ .. (. y rl r v \ i I ' ''t RlP" C: (It r 1 L a fi Cdr=s A CgMa tthill be obtained fz"i the pipe wall•. aind tested is a aands os with the latent revision of ASTM 3peoiricat~:on Designation W. Test of all oozes shall be for aompresaive strength in a*oord&** with the latest rovision of AS'Iir1 Speai fioatioA Designation C39. Dianster of ono shall be 4 inches for ounduit 42 inoher in diaorter and larp rg at looatimar s selected by the angineer. Cont,mator siyall patch all ooro holes in such ma wwr that the patch will be premamixt, will not leak, and will have a tenth interlor f it ish iluah with this interlor surftw of they oonduit. In th+a event teAt the regWriA core testa fail to meet the requiramnts rutli O.above, the contractor shall males l.00d bea.-lng treats as cnitlinad in 9eotion Z-4. Al). ooaduiu which fj%il to meet the re uirawnt.s of UA 4pvoi.fieationa ate to thiabness and stretath shall be-emoved and raplocoM at, the contractor's oxpenno. 14. Lead He,arina Izad bear -inn tests for the pipe shall be conducted on four foot mwti mw of pipe at the looations opecifiod by the Engirmor uVw his x"uvast,, The toot section shall be of pipe that w)u.:c1 ot1mrwise be rejected uaeder tbewe speaificationa. Tho teat shall Le parformed at a time upatualLw agmkmble to ttm Ehgimer and installer. The teat shall be performed on the pdpe sa ertruded into t1w trenah. Fhilure of a pipe aeotion shall be as wn for rb jeotion of the pipe unless replaced or rtipaixed to the mati,sfaetioaa of the rAgineelr. ftilurw of CRY test shall be pause for the orderiM of additional test,. Barad BOX i The from shall be mnde of timbers so beavy sus to avoid * l"la bending b,r 'the side preseuarar of the wand. 7 w ixaterior eurfaar of the frame shall bo dressed. No part of the foams deal.) oar In saatet with the pipe during the test. A strip of aloth erg► be WAAAWA it' desired, to the iriarido on each e14so &long the loser aed4r, to poev the escape of sand tetwen the f'r ow and the pdVe. The its Me width of tow fates shall be equivalont to ore -fourth of the air veer n of tle p1p~ wea&ured ou the middle line of the bLml. 'fie depth of bWWWW abolre the pips rA the thirst point shall be am -half thA r Jun of the middle lim of the barrel. The length of the swid boot is to be detdrr4md by the 1 aaeers but to aW case, it shall met mvewd e3Sht feet. -'34- AJ � 4 4 b r. b I Swid.J The sand used shall be oluan +and oontain not lead t AD. firs perireaat ol! miaturo and aall bye such &a will jAaa aM No, 4 (4760-micron) sieve. ,flear,,ir�,Bl oc. k: IIU upper mace of the o nd +shall bn atruok off levol :with a etrzi*wtr- edgta, +and shall 1-41 covered with aA rigid top beaariug plater the 'lover su;-facc, of whi,!h is a true p1muu-, a1!! to of )w+avy timbers, or other material capable of distributing tho tRrst loW unifonaly without approoiMbl.e bend. jd�ErAdir l Tray► test may try made w-I thwit the) use: of a teati.ti'g nvwhi!A, by pili" weights direr•tly on a platform rvast!ing on the top bearing plater pravidod, however, that the wei ghte shall to piled aymmetricaaal ly about a vertical Una thixAWi Vxv contNr at tht pipe, and that the platform ayhal,l pot be aallcrsed to touch the trap b#a►ring frama. The loud uhall be applied cuts_ tinuously until. they mquirdd atrarLh of the pipe in area obc d. The load per lirwbr fuot of pipo +sham: be calculated by dividing tlw total r000rd" load by tr►e length of the as nd bcxx. Tl-o pipe shall no'4 be allowed to at" undo>,r load •lor4tr than !aa required to apply the loved LW too obsome and record .'A, The pips► shall boa aaurfaace dry w1on tested. ,Laj,,,, at rtu h „i� eiLire d s Cast -in -place concrete pipe shall be I,taapable of aarz7ing a load per linvaaal foot equal to 1.5 times the D-; oad sites as the plow for p&vosat- pipe nP;ItiVV ed by the diaaame or ref' the pipe in feet without prodmAM �► visible or ack. . �...Thstc.. g�p�?M The thic +aJ at the top and bottoo, at 450 Olt' invert Points ad ar>tselat Gre at the disamtlon of that ftainacr, shall ba m anwrsd at distames swaaif'ied by the Madl.wer. 9aas11 hmlaa my bar drilled altar crtrwlm to err thiaiames. Theme h*leaa shal , bk! prgmrly W parualtratly adloos! ad "&U d flush with the i, olde suarfaaoe of the pipe atUr anie nub. TM drilling and m easing of tree holes shall br per`'fibsarsd by the eastmaataar. 1 . IMUM wMM A MUM 1br • period of aW YO'4r aMi'Ur allude UMO Of rAWh ps;rt of to W0 t, Us Caotmotor Dal l be Yespnoible for that repair of Rll defeote g 19dot or fallm"s 000Wrrie9 is 'the t-ast-in-plebs omrote pips I'm atop► gum uUtno ir, a=W. for swh Us6l l ef"t// t or f 1lurse W sb are # M X;e�'r�,'. fWNT rf • -35M Sj rr �� Iy r..y r •� ��' VIT' ��I N�'1''. K� � '..yf ��� 'y', �j � r ' `', 34 x `I ` ' 41 r ' r r � .� 1.'. 11'��� ' �/'�.67rr• rr• •�Z�1 4�� �' �*�:li����ILFI.I.I,ri.�.i.I��.'�. y�y'v"6i]V ��'F�� v� `.'1 1 0 r �h I 1 . C detendnod by tttie City etWirAor, duo to negligowe in the eparatilm of the system, aata of thJLN p&rtivs, cots of Ood, or ants of tre O*mKa emq. 'nw obliautlo:: ,, of the Contriator under this paragraph shall bo onloroeable &plant hie nk-tvty ur aruratios for the Pexlerma x t bond. Tls, CrAitma#ror, C: tins written notice, shall proWrtly aommenot and diligently pramoute va repair of &W deg fec te, ldaks , or tallurse that devo lop during the cat year maintenance period. The Mork of repairing wy defoots, leak@, or fallunsa ina'ludse the neoemsa y oxcava,tion, pi.pa r*pai.r, baakfill, and r r+ep]aaa mnt of any appurtursancea dest:r*yed or disturbed by reaem of such work. Renpaire as may be required, .in the opinion of the aontraoting off'ioer, aha11 be made by the contraot in nuch n awzmr as to eauso the least per►atioable interference with tt* use of the pipelim,e in nervios. If the C CoAtraotor fails or rwflreee to =aloe regn1red repairer or replacwwnU with dus proorptrwea and dlE.gence as determined bry the contracting officer, the C ( repaim " replacetmeato will be made by separate oodtrut mod, unless it i.s deteruimed that thw, coat or the work ie not chargeable to the oontraotor, the entire coat ther"of shall be Paid by the oontraator and may be colleatsd, from the cout!ractor of the Contractors Surety or Swvtles or both. 111v nowt of furzle1ing the bowls shall bo iimliuied I& the isait pelces `aid in the WK.atuls for items of work pm rided in the sobgWe. Tlde avtrtmtror will to rtimbaread ti-A actual aril tweavat-ry cost, plus 95 peraexst far pr profit wd general expoum of arty work or materials yarteduing to repairs or replacements performad by the Uctraator that asp fovadd pat to l4i tbs raspwaibil.ity of ttse Contraotor. 0 i l i' — 3 6 — ;p r, y Mr C SCHEDULE F C1 ROADWAY IMPROVEMENTS" SECTION I. DESCRIP'CTON OF WORK Furnish all labor, materials, and equipment nacps nary for the conKtruction of the following; replacement of, asplialt concrete pavement, including aggreya,te base, asphaiL• concrete, liquid prime coat; anal coat, and paint binder coat. and the replacement of Portland cement concretes curb, gutter, and sidewalk. SECTION II. SPECIFICATIONS The work hereunder described ,shall conform to Sections 4,70,10,16, r1 17, 19, 26, 37, 39, 90, 92, and 93 of the State Standard Specifications and to these SFecial. Provisions., A. Pavesment Replacement 1. General (� The work -to be done under this section ccnsis-ts, in cenor�ral, of the Furnishing of all labor, materials, and equip!aent necessary to repave the trench and excavation area in accordance with t:ie following special provisions. 2. Preparation Prior to Paving �� y r�wrrr �r� a. CompactLon iThe contractor Is hereby made a i., re of the minimum testing which will be performed i:tt the direction of the Direct',o:: of Public Works as specJ.f ied herein. b. Final SawwcuuM tint 1 Prior to commencing the operations of placing and ccm- { pacting aggregate base, the cont.l: a,c for will be required to perform any sawcuLting necessary to provide straight sided rectangular area. I ?, Structural Section cf Required Re . la,:eyment a. Structural section replacement (;where �;Alxting pa►vwieent exists) in Hail Ave. shall be .15 feet asphalt with SS-1 seal aciat on 1.3.5 feet aggregates base with MC250 pr:Lme coat. b. Structurbl serct;Lon replacement j,.n Solsa Chica Straw:shall be 4 inches asphalt with VS-1 seal coat on 11 inches aggregate base with M0250 prime coat. 4. Material Required and Construntio'n of Pavement. Repl!jcemsnt �— i� i� r.�r w..Wwww�.�. 1 �w�ww�w• r w��+.M �� /FS a • Aaregate Base Agr,, :eciat;s ass shatil be Clans 3 sand shah. cor.,eo.:m Lo the i ( provn ions for Cleeas 2 agg!: egati!i base as specified its Seetiaft 26, Aggregate gases, of tkie Standard Specifications and these Special Provision. C'. . i �IIJJ1,I y I1 1 + ` I I -37- t :.5, , �. ',i'rti,��r��'. 4�'l,( '�ra��r: j,: �y4i�� '•��'� J �4.; r`= 'J :fart„ . , d i r �•� �j.. it �1 � K�I 1 J1V �`1j .,�fr s�, r{ _ r� ,I Y ,f' " '/ a I'r .y ,l :b �i .I i1 ! •h .y' t`+' .�l, ry"•M+'"�^,r=�.��l�f� � y5, + *'��'! 4,,1:.e'. w a -'� °'... ,S.fL�t c.�, w.! :�_•st'.ti.,�iif5`irl�ire rr. I t: 0 The grading limits shall be 1.-1/2 inch maximum or 3/4 inch maximum, at the option of the con;:ractor. Changes from one grading to another shall not be made during the progress of the work, unless permitted by the engineer. r At least: 65 per cent, by weight, of the material retained on the No. 4 sieve shall have at least onz fractured face as determined by Calif. 'rest Method No. 205. Aggregate base shall be delivered to the road bed as a � uniform mixture. Segregation shall be avoided, and the base shall be free from pockets of coarse of fine material. The provisions of Section 26-1.035, "Adding Water", of the Standard Specificati.oris are superseded by the following: At: t;hn trir-e. aggregate base is spread, it may have a moisture conterrt sufficient to obtain the required compaction. Such C' moisture shall be iiniformly distributed throughout the material. Aggregate bases shall, be spread upon prepared suhgrade, by ,nexns of an approved, spreading device which will pxcvi.de the required thickness within the. tolerances specified. MO:*or graders may be used during spreading and compaction operations. Tailgate spreading by dump trucks will not be pertnitt:ed except for spot diuuping and in areas not readily accessible to spreading equipment. b. Prime Coat C Prime coat shall consist of furnishing and applying a prime coat of iiqui,d asphalt to the surface of the aggregate vase, and shall be done in accordance with Section 39 of the Standard Specifications. The material placed shall be liquid asphalt of Grade MC-•250, and shall be. applied at the xate of 0.20 gallon per square yard or a:s directed by the :director o.f Public Works. c. Askhalt Concrete Asphalt Concrete shall consist of furnishing, spreading and compacting asphalt concrete in conformance with the tines, grades, and dimensic'in shown on the plans, and shall be done {.n accordance with Section 39 of the State Standard Specifications. The material placed shall be Type H asphalt concrete using paving asphalt of Grade AR 4000 as a hinder z conformance with Section 92 of the State Standard Specification. ' 7� ems' T 0 00 f •' • it ^A / '4'�•,,+�1• }4,� ! ••� +F� -38- .� f*��!�ary rite ^ r- -r+r7��..t., rre �r—r• � t r y�� fyLr+•�v Il. r ..rl 1 `IG1 r, :� it ,r j TIT, r';, � ,1,� a 5 w F �.M .I,AC�:y'�,��1� �"ti :ald:.• 1 .�, I,M y;�,'"• The amoun-t of asphalt binder to be placed with thtt mineral agqregato shall. he 6% by weight of the dry mineral aggregate. The provisions in Sec:t:,ien 39-2. 04A and 39• 2. U4S of the Standard Specifications :are superseded by the tall o,11ing: At: least 75 percent, by wr�.icjht, of the material retained on the '\Io. 1; :; ieve Shall have at least one f:ractur�d face as determined by Test Method No. California 705. Aggregate grading requirements For base ccarse may be • either 3/4" maxi.muin (coarse) or Jaase coar. ce sAr spec; if ied ir) Section 39-2.02 of -the Standard Specifications. All three and four inch thickness asohal.t: cor-crete shell be .aid in two courses of equal layers and shah be spread compacted with a solf propc1load asphalt paving me.— il-ine capable of spreadinq and vibrating a width of 12. fue:t. The grading for the travel lane: asphalt concrete s.eall b.� 3/4" m-aximu-m. Each lane of the tole (.:our- se course) ,►n{:�l l be placed continuously betwatir, termini as directed by t:l:e engineer. d. Sea' Coat Sear ccat wo-k shall cono:i st o:: furnish .ng ,and apj)lying a seal coat of bituminous b.:.nde r without~ sc;. eer ir:a r and slvil. l be applied J.n accordance with Section-,-- 37 and 39 if the Standard Specif ira-Lions. The i-:iatcr ial placed shall be mi::inr type emulsion of Grade SS-1, or as cpecif ied by the Director of Public, Works. CO Finishing Roadway Finishing roadway work shall cono ist of final cleanup of: the jo�,j of all, rubbish, excess materialse temporary st-,r.uctures, and equipment and other similar cleanup or grading wark. A11 shall be, done in accordance witlA. Section 22 of the Standard Spec ifi+cat-ions. •.4' 6i ��.. _ :.l6v i T . , • `'` h J "''.'°YK'��: ,,.�Nr.��st�.....fn :1w 1�i•�ziL+� �r.,� �G��.��v�a'h' .�Ya�4'3. 1.'� �r 'ti�•'.h'h.�, i n4yy {' rl. rF 1,�,'r'7 , ,•a.�,'h '"sir d. '+ iM y�'f{� �fiyry ;( ►1, r,�j5�? _ a„' "y.a':.,. ! 4.1 d M1 ;t, •TNl v�•.� .uR9'.'txJ .'�h'."I �, .',.�t iY','+�IC: 't,;,' `F' ��"��~1�♦^'7'r.'f�#'~`x.!'!b,{�CA'>R' .� + '�•F �,y o_„ PS. .l•��" ','�h� t'y °+iK r t. .SPA' �5'� } ♦1 '4}. f"t'+.-`!.�*M1 i0 I 0 r i 0 a CI r r t,i, �4• , yr' � �r r.1 � YI a. W r �✓ i �1 1 •''� ,'} f �. � .�,4J 1 1, �• / rII• l Y Y�. �. ` J ' �� •/ �• / it *• _ r 1 B. P.C.C.Nork Concrete work shall consist of constructing Portland c:eaaont con0rets facilities, at the grade and locations indicated on the plans or determined 'in , the field.* Concrete for construe{- tion of the items of this section shall be Class A. The construction shall be in a' cordande with Section 51, 52,73 and SO of the State atandard Specifications, the Huntington Beach Standards drawings, and t'-.r details and modifloaa►tione indicated on the improvement plans. The contractor shall to exp6ated •to water check all flomv lines ci•iticalk areas Of minimum grade$ while finishing to. alLminate loss of gravity flow. After the asphalt concrete has been placed, the contractor shall, in the presence of the inspector' sweep all gutters :lean of dirt and debris. and water check for normal gutter flow. Any damaged concrete: or sections of structural gutters, or flaw lines that do not flow vorrectly, shall be removed and replaced at the contractor's expense. C.' Traffic Control Items The contractor shall replace and/or cause to be replace all .iErgends, lines, striping, magnetic loops, or any other traffic control device destroyed or flamaged as a rev ult of this con- struction. All work, materials, and . procedures shall. be done per the directives and requirements of the City Traffic tngineer. w4000 14 F r i il, 1 f f.y�, 4 J.i�yl •1' �� I 4 ��• E f3.1h1� 1.1 n 9 %A&N& said I Lwo Oka ow, bli� i .—I—. d 0 C D�JNs' IIi�T�M kRA�CX MM IC IAA►L 1111TU RIP4 �M'f fjK4Lj-j jo.. C The work to be done consists, in ganer4i f of the inetallation of agbestos camont water male*, lire hydra t # # tbll Wfpr!e@ of olt appurtenant work including but not lialted toy re "14, t4vamot excavat ion , backf it l , oaVabt iqn , and repaving of the Vowk ag*44 r The abbreviation where hereinal td; uogd f bA interpreted as mooning and bsipg sonroup Mitt} the for*~ Pt sy Works Assoc iat ion , =noo�rporatwed , iING 94441 Avirlwe o 04MV991 Colorado, 80235r C. . t The term "at&to St&ndard Xpocif belt jons" , WhOO boagotaf f ter U044& • shall be intierpretsd as rreeaninq and baing synogywpg Vi t" #Ord Specifications of the 6tta�te of Calio>rri# Bus44040 '!�'M�A�#etation Agency, Depavtort of Tran sportat ion , dated Opil4 y r 10? l t In case of , conflict betwon the $tota C and these General Specaific�,itione, them* opal d dt 8 44011 take precedence over and be used in lino of 8"' h coldfllct# �. i At ll�• r apCTIaH 1-02 SPECIAL .,%v„ r%C, 11JJ For the safety of the vlateyr sup lyy of tho- Gity o x4attalta" j it ' C beach'' is ia►perutive rn4 Agsdnti4 bit tl City a� ��t�►li��+ Heaoh . tape no r$mk in &V4rding any contract to . d A txootajrat FOOR is , that not eminently qpuli!lead through at p*rfOzVAP a 04ftr work, go rep tatibtr to ncao p►lish the in d"t of t plosp W4 kloatians. ThereZoars', " r d tracto' r Or per" qkImpsed to powfarix the such work shall submit evidence to Matey SUPOVSJOM404t of s C n144oUM of five (5) years expnrienowt in the oC Iry OLOn of Mdtw shins and shall be lira niod In the 8tat0 of Callitarniak• B ;ON ;. 3 j The work to be One under any contract Odell c0owly witk the d l,aprovement Planer, and . said plans are a part , of any pot dpm a►ts and are on file in the officeof the Director of public Works. The contract documents shall consist of the folloving listed iteps: 1. Improvewnt Plans Z, Applicable shorts of the City of Huntington Beach 5t.,* lords. 3, These General Specifications, d 4. Specified manufacturers detatla card installation iAOtVuotions• S • Proposals to the City of Huntington 8eac1��. 6. Any contracts and/or agreements. 7. The contractor ' s bonds aknd insurance oertiflaate8. Q, Requirements of the necessary permits from other public agencies. w 1 � ._ T The testing of any materials -or of any.sortion of the job sander construction shall be at the option of the Director of Public works, the water superintendents sax their , autWrisemd a"sts. fta contractor shall furnish, without, charge, any, Mterials roq at" for testing in accordance with section 6 cf the State ; starAlsiml 9peo4f icattions. The contractor shall also provide .access to any aims of the job for tooting purposes and shall furnish, witM4t- B oat;.. ago assistance necessary to pokform the testing. The dMrges' fcor initial:testing testing will be paid by the City of Huntingtoik 69ach- witti an t test- ing paid by the . contractor , exc�p t for State ragr irrel 008paction tests or where otherwise specified. 626 c ontrictor shall notify the proper authority of the 'readiness of any ' phase of any oempetruatton to be tested and shall not proceed with any, ebbsequeent phase of work until the results of the test are known and approved. SECTION 1-05 � '1pgpH`TIOV The contractor shall recognise the Director of public Works and the plater Superintendent of the City df Huntington Beach is . being in charge of and authorizing any inspection of the pro ject. ' .. The can" tractor shall provide recess at, all timosi tol a►ny area of the project; for inspection purpoaea and shell furnish, without cost, menuy assist - lance neecassary to coWletb required inspeectibnoo- - A . forty eight 'tour an notice shall be given prior to conenofng the',pproject, . and durJAg constructions: then contractor shall give due notlae, satisfactory to the inspector, of - the -readiness of ,any- phase of construation tits be in- spected and viral1 not - proceed without approval ARTICLE 11, MRTERIALS SECTION 1-01 GENERAL All materials furnished by the contractor, . unless otherwise pro- vided, -shall bo. new- and unused, ' of standard quolity- grid approved by the Water Superintendent.. All material'not covered, by, the se General Specifications must be aggroveld by .the Water,, Supeerintend4nt. The Water Superintendent shall be the .sole judge as to_- the ..suit- ability of. the proposed material for the purpoi a for which' ft will be used. It shall be understood that all material called out in the spe- cifications by trade names or cataloV nusber'. s1a1i. msan that material, or an approved equal. SECTION 1-02 PIPE Pipeshall be asbestos -cement water pipe, Class 150 (unless otherwise shown on the plans), conforming to A.W.N.A. Standard $peczi- fication No. C400-73, or its latest revision. Pipe diameters shall conform to Industry Standardized Basic Outside Diarnterrs. Acceptable rough barrel 00 diamnsiono and tolerftnces stuell be as follows s 2 - M _�.� OP!!!\ ."'tom �C i i pife Mee O Un) ftx qp Cie) � .�„ 40 4.97 3.33 4" 747 C8" 9.27 6.00 100 1142 13013 1210 14.08 14.3r 14" 14.2Nli.' 16" 28.62 18697 ` i C Pape ended. shall. be sto-nechined sq, as to prr'ovlft ` automatic separa - J tion without the use oa mchanival spacer*. Pipe couplings shall be, Min ite!;, 4fluidtite" or. ap�rav� °MMIl equal , Rubbi�r sealing rings be solid in osvnaosectian pad furnished by the pipe manufacturer. MaxinuiA, coapression 'of that C: rubber ring shall not exceed 500 of the thickness of t rWWbw ring nor shall it be less than 200 of the diinetricatlly o"cood aide, The pipe -manufacturer shall be , required t9 f tle with - the ftter Superintendent an 'afrida*iit of . comoli.ancs that '. the matidrisja to . be furnished coirpil With all, applicable"requireamts of .4 W.N'A►. , 8 L-r fication C400-71, or its latest revision, and those General specifications. 02ION - 2-03 SPECIALS AND f'ITTIMS Specials and fittings shall .bo either Clans 0 whit ON�r C Class 250 conforming to AoWA.A. Standard. Socifiea.tio�a ilo. C1N-Mb Ends shall ac omn& kite': of . i in,usadl. yittin 4 for .use, cement ' haive machine-ftnish" frith asbestos pipe shall "I : connections with both th®, ring groove and the interior of the ball machine-4inished ' to the tolerance specified by the pipe manufacturer. C All cast iron fittings shall be cament-IiAod in accord cs with A.WoN.A. Standard Specificatidn No. C104-�74. Cement linino shrill have a minimum thicltuess . of one-sxghth (1/8) inchip rittin s shall be of,blow holes fee g �' � e# and castingt� � shall 'be' nth . C ' and clean. ..All specials and , fittings shall be coated in aoabrdance with f Soc':ion 2-06, "Coatings". SS+CTION 2-04 VALVES r A. Gate Valves Gate valves f urnisehad shall conform to A . W. N. A Standard 3pecificstion No. C500-71, or its latest revision. f Bodies shall be cast iron with bronze mounted parallel seat, end stolid bronze double discs. Valves shall be of bottom wedging design, age blocks and hooks shall be stolid bronse and be so do - signed as to allow the gates to function properly when water p9reselLrae is exerted from either or both directions C 3- 1r . .,.. ... ..ri. .-.. .... .. �. I • •..ra_«... _ar...�—r-rf«-«-�...-r.r_ a�r....r���.r.�rr �..-. �.a=1 .11 Stwo shall be non -rising t with 0 0 4 ring awls MW t%0 (2 1 ra it nut, Stem xM3.1 be REVVMR* • inch solid bronze a" t T 0xi-VxX" at Provan equal, hava Dertif idd tans4e strMot1h of not ial less than G0.00o psi, a yield,ounot hens. than 130,000 Psi &" aft lose than 131 in .1n4bess" - feet burs for elongation of not itwo (2) abo" rVp1rWWnt8 shall � be allt . I VON the thrilst'00146V tr0a, Of the atom forging,, rachining w4 beat troat*9,� M shall.be Caat t"stiff.;ally with the stiff. ManufActurier Isla IW46�* positive pernawnt wthod of . 140stif leat'i" ift tbAel disasswobly that the valve stem'is wr4XRWR* Or proves0001 boinod' 9 or,fitUage umade Vtis tbe�,tyoe; of piiai% Vie lire ends *hill aiaa Valve@ for use with asbestos "coment pipe shall haVa Na0hin"64bished and conneations with.both..,the ring. groove and the inteclok of the bill vAchina-finif'hod ,to the tolcrance *wif ied by the pipe N"'ufacturer. i All valves f urnishett sha 11 opoin with a counteri.clockwine (left) 4'1 rotation. Valves of 12 inch site and mallet shall bqi. suitable !or a,work- ing*0ressure of200.04ii,,, 'Vilviss of 14 itioL size* and 1""V SbAR11, be suitable for a VdrkLnj.pres-s=* of 150'psit iuA s alt. "be "UIPWWW;. with a bypasse Gato valves 16 inchem.and lorler shall be SPDXY, 010ted b*,.Alf; method approved by, the � Nater super nten4ont I., Mich 4.4 crest., Catt.4 a No. 423-S8# cured at 3SO11P. for 15,xi,*ut6a at:1iftif v'rn vat'al t 'Catlire. B. Butt6ttly valves, Butterly*.valves furnished ,shall be rubber, -sftt4d.type'in1- . accord"10 ' 0 V ' ith A.WM..A. Standard PecAficatiois 65 4'14;ldlaos 130BI or its latest revision.* Bodies shall be case iron 'with bront6f stainless steel or alloy cast iron disc., Valve §Mf t 'sha" 1 he .18' 8 364 I + '. . I � : fy;* elf, 9r,carban steel with,stainless.9teal jodinals Shaft seal isha. 1. be .0 type .1 do split 'IV ., type Pa6king or itandirid 0 0. ring seAls-,.desiowd 'for tor'' Manerit duty in 'aadertrou-nid war'vice. Mati4q seat; surfacen'shall. be alloy cast iron-conforming.to ASTM A-436,o 'Type 1; br'18-8 Type -304 stainless stead ,conformino''to 'ASTH A-276. Valve ends shall accomm6dato the type .of piping, or I itting used. For use with aibsst6s cement pipes valves ,shall have machine - finished and connections with both the ring groove &ad %,he interior of the bell mac laine-finished to the tolerance ,specitied by the pipe Manuf acturer Operators shall be of the traveling -nut type, sealed, gasketed and lubricated for underground service. It shall be JusLood to with- stand submarsion in water to 10 psi* Valves ahall open with a 000nter► - olockwiss Pleft) rotat"'on and be *quipped with a two (2) inch solid bronze A.N.N.A. operating nut, Valve Mnufactuxer shall furnish the Nater Superintendent written ihformation listing the number of turns 4 a • l necessary to wove the valve frost fully open to fully e100l for each valve sip me Butterfly valves 14 imbes. mW larger shall be mated by a mthc d approved by the Water d ,irlBt.ftdsB►! . *u;oh as Cleat Coatings Na. P 63-83s . 0ured at 175111P. for one (1) hour at wrilon Metal, tsm mx4- tuss". ' Valve manufacturer shall, be ' 94"Lred to file with - tbe 'Meter Nuperintandent an of f idavit 'af coapl iaww that vaalvas - to be f ixb@4 C. caWly with all applLuable provisions of Aova oho dtadrrard d�sfi ica- tion C504-74, or its latest reviiion, &d these e�ral- 1pw&r bat,ions. C. Valve Boxes Me Valve boxes •hall be Brcaoko dT dr, S&C-1, boxes shall C be cc late with cast iron mace and cover mrhea' �'Wk ". Vent pipe shallot 6 inch diawter Johns-Nrnville "Tranotte" 'or equal. LWIRK -05 [W H2AAW Firer hydrant• . �hAll be wet barrel �t pe cons ors g to A.M.11.A. C. Standard Specification C303- 59, 'or its. latest rivisioq. Delivery classification shall- be `one -bore and one-puwper nosxla with 3 ' 1 3 inch and 4 inch nominal inside diameters respectLvely.. � Aeptxle unit is the Zast Say style as manufactured, by Rich, Mueller, or Lorig Beach Iron storks. t� ao,asio 'caps, shall be furnished with r birr wa sbwe wA non -kinking cap, chains. Each hydrant shall be installed on two (3) 6" x . 6"hydtaant almols. Spools and buxys shall be cement 1 in64 in a►coordance with A.W.W44 Standard Specification- C104' 74 And shall be coati in'accordance with S Section 3-06., "Coatings". Hydrant. shall' be painted with • NININUM of taro ' (2) coats at' Sin- clair ,No. CX6w1305 1611ovi 41605 synthetic' 0AW"I r or approved equx. installation, shall be per City of Huntington, Beach Standard. Plan B ION 3-06 sRRVICE CONNECTIONS A. CoWr Tubing .w w� .WM d Ccppar tubing shall be seamless water tube, Type IC, soft tamper, conforming to ASTM BOO-66. Tubing shall be of approved make and be furnished in standard cites. Anstallation shall be per City of Huntington Beach Standard Plan Nov. 601, 602 and 6U3. $. Po�Nth lane Pi Pciyethylene piping listed as high density PC 3406 in iron pipe sizes, conforming to ASTM D3239-741 or its latest revision, may be used in lieu of copper tubing. Pipe shall be of approved msks. C 5 - i• ( YM ►, Pipe shell be manufactured from only non -toxic Virgin polyethylene resin having greater than 110000000 avw44M molecular weight and shale, be apprwWWO by the fttional San itattem . pooadatlaa i (nSf) for pipe for potable water service+ Piping shall be attached to bronze' insert fitt'ings Mith two (2) Type 316 ,staihleas steel olopinq bands on wwh ineert fitting. Bands shall be nachrins applied: lastallatidu small be per City of ffimtin' 9tcn Beaah Stated- and plan ft*. 601, 603 and 603. C. Service Fittings Ond Mnurt0Man Fittingst corporation stops, coupliags and other Service connection appurtenances shall conform to A.*rw.A. etandard.Opeci- fication No. COOa-66 and shall be Red Brats conforssing to 11S IM 662-63. installation shall be per apprapiiate City of Hmtigtan Beach Standard Plan. * lan.. Service saddles , shall be installed on 411. 3/6" r 1 1/;" and 2" se.Irvices in arterial highwatya. D . water Motors 1. Dii�lr�ostttent aisplaconent Moo) tyfA water xeters shall .be . furnished where doxignated for 3/60, 10, 1- 2/2" ash''2* miss sexwicas, and shall conform to A.M,N.A. Standard Speciffccation 'C700-71, or its latest ravision. Miters for 3/6" and i"' 'oisa services shal : be furnis ! with male thraadad , seed oonxtectionia'. . !Haters . far 1 1/2 ". and.-2 w size services shall be fuarriished with 'tiro. (2) bolt' orrai flanges. Registers ohail be ;of thra , straight reading 'typo, react in cubic feet .and be -egiAppid +pith center -sweep test'hand Register drive *bald ba of the-. m 9hoti.c conpled' type. 5/8" x 3/4" and. in' si s meters shall have .plastid moors- wring , chambers. All caaiag - Wlts azd nuts.shall be branse or Type 316 stainless steel. Fj 0 9 V Meters furnished for 3/6" size services shall be k- well - Seal Register, 3/8" x 3/4" size, or approved equal. Motors , for 1", ' 1 1/3" arid. 2" size seicviQas •hall. be 'nf Sersey-Sperling, Rockwell or Neptune mane facture, iw, 1 1/3" and 2" ' s:,ses, or i Approved equal. installation sha11 be per City of Huntin"on Beath Standard - plain Nos. GOI P 602 or $03. i i.I 2. saw a" We COMOU d k water motors amll be tumlaw *two desiotaE� for 3", , V * V aad 40" rise 9O&VWO11# WA @M11 aanforft .to, A*V*W.x. stars"id SWIfication C702- 7d, or -its latest revision. All motor* furaisbad shall be egaipped with AM standard an flanges. Cgirtieii bar, of ttrr t reAdis�q�p�r� yard dw in cubic teet,' be wpipped wirh _uorrter�p tost ,rimed• have �splaooabile change #eats, 9"*!stet drive rluli be of the "g- �. notic aouplod type. ' main casing pboll be furnish+nd with Gapped boos for field tosiing puzposas. !suers. furnished shill' be of.-Norsey-Owlinq of 1 looll WAnuf ACU1rs 0 or apptovad, oquai xndtsllation ' shall pOr City .6f kuntington baaah C, atandard Vian Nos.' 604 acid 613. 36 qgtbined if Ore oW DMiotig ,ice Combines fits ind ' dt atio type. *atir awtOr$ WAll' bd 'furnished ari designated for VO A" .1 N. ��.#aniC��l Qaioer� C and uta11 cohlota� tgl,,R.N�i1.�1. l�ti�diilyd 8 i p or its latest reVris�indti. Jul a*tiro furnished shall be equ�ppad.pith, m - ard end f ling04-4 . . C lteliisters ' shall be of the .itra .qht reading types toad its cubic fret, bo ioip *ith oshter-!lump. test ha id, and bw a roplaca&b1i chan#e dears. Register drive shall be of the mac- netio C00idd type... ; lain camlAg . i%z1 Iva. tukniphsd with trapped boo* for t' field testing pu`po ao f "store furnished shall ba of garsoy-pparliftq WAnufactura; model rM-CT, at approved equal Installatidn shall be per City of Huntington Bosch Standard flan No. $09, • L91ri L�r.w�x i�' , Meter boxes shall be Brooks No. as required for motor six* as shown on appropriator City of Hantington B*aoh standard plan. Motor boxes shall be set, upon a bed of clean pea gravel of 1 foot minimum thickness with the bid extending a mialam of 6 inchei beyond the outside ordge of the box ixr each direction* No wurd, trash �. 7 w i C M_ or other objectionable material Shall be Oixod with the pm& gravel or be present within the meter box interioxg final motor setting shall be such that they. vatme, is centered in the+ fax with in to l" of clear open space =der, the bottom of the 4 motor. i IP . motor Gaks Detector chocks shall be furnished rhsrei: designated for 4 81 sit, S" , 10" aid 120 f lre services r shall be. owpold by natory, I Mutual baborotcries for use in Factory Mutual In preipertiese and shall be listed as standard under the re-exminatiea servlco of Underwriters' La►bo ratories, inc. All detector checks. shall -.be Los Angeles Pattern and fur- nished with ASMS standard end flanges and a •displaosmant t!,�atsr � meter connected to the -detector check on an external, bypass.. Water meter-, bypass line and f ittih9a necss"rh shall be as specified for same elsewhese in these, Goneral Speaif icatlemss aetoctor checks furnished 0all be of Hersey-prparling,, drift- 1 • nell or Viking manufacture' in the size required, or approved equal. .Z InstallaKtitm shall be per City of Huntington Bach Standard Plan No. 608. ' G. Baci�floN Pr+ayestio� Dev%eAs ' Backflow prevention deipicen .•ocu ll--.Y,e furnisher where . desig- naAted or rsquired by the Water Superi.nt dart and -shall confoin to A. W.It. A. .Standard Specifxcation No. C506$9 .,and . shall be approved by then, University of ' Southern Cailiforniro", roumdatioln , for ss- Connection Control and Rydj arulic Re"a.-t i. Size and type shall be determined by the Water• Super intondeat �► Accoptable devices and inr.rallation .shall be per City of Huntington Beach Standard Plan More* 610 aAW ail. UCTION 2.07 COATINGS, ! All meiarllic fittings, fFritoners, valves and other appurtenances shall be coated with a protw.gtivo covering such as Scotch -Clad 140.4441 as manufactured by lM Company: - St. Paul i Minnesota # or a aved ual thickness 11 178 unless otherwise specified. Minimum coating s be inch. The metallic surfacQ to be coated shall be especially clean a>,rrd !I , dry before the coating is applied. coil, rease, dirt and other con- t"inants shall be remw,ved by use of a su table solvent recossandsid by the coating manufaoturer. After olsaningo the surface shall be dried by an approved nwthod, such as blowing dry with clean 1 dry y oos►pre s sed air. The► preferred method of application Is by spraying/ although brushing and hand , glove methods will be acceptable. Finished ap- pearance shall ky, reasonably smooth and from of obvious voids. 9 Coating shall bn of unite= thickness (1/90 min.) . Z inch square ao rite YW/i�. N.V.. •... ,u ..... ..., .. ._. _. .... .. ., 1 C bronze valve operating nuts shall not be coated. baakfilling around the freshly coated item shall not be done until the costing is at least , tack f rLe . AMICUX ,111, CCMS'T�t�. f=IO1 3-01 0SPOC 100.8 A. General C City inspection shall be provided for each job. It shall be the duty of the inspector to see that the contractor complies ` with all City plans, specificationsg rules and regulations. The contractor shall call the Mator.' Departsaent not litter than noon al the flay prior to the day that insperctidn is desii;ed. C S. Field Inspection All pipe and accessories shall' be laid,: Jbintid o tested', for daf ercts and for leakage with pressure and chlorinal ed in tbs 1 manner herein specified in the presence of the tinter 8!voriritendent I or his authorized agents, and subject to their ipproval6 C. Disposition of Defective Material All material found :dining then p;,oVr,sss of work to ham; cracks, ,flaws, or other _ dof6ais will ba ,rejected tb4 Water 8i,Iver- �- .by intendent, and the contractor shall promptly remove from the si+1e3 of work such defectives material. SECTION 3-01 CONTRACTOR • S aESPONRIBILITY FOR MATRRIAZ A. Rm2nqibility for Material P'urnirlIed ! ' Ownter The contractor's responsibility � fo:i; material-,, furnisbW,,,"by the owner shall begin at the point of delivipry by the; man�ufnattror, or owner`, and upon ,accepta►nce of the by then ,.bontralctoxi. The contractor shall erxamine all materiAl f ur7nishod by the owniir at , the time and ;place, of deliW,ery, .and shall •iijuct all 'defective ; C material. Any defective nn' torial furnishid'; by the owner and n-0t rejected by the contractor , and diarovererd � prior to final acco?tance of 'the work, will ..be repla�sed with sound me.terial by; the owner and the owner will furnish such additional wAte tial and supplies all may be necessary to install such replaced materlall time contractor"; however, shall roamove the defectives materiel and install the r4placed i material at his own expense, furnishing all. of the labor and ticili- ` ties necessary to complete the work to the satisfaction of the paten Superintendent. R. Rep�nient of Damaged Material i My material furnished by the own,;or that befcomis daeasged � after acceptance by the contractor *hall b» zeplacenl by the con- tractor at his orin expense. C. Kesponsibiiit: forafa Mora g rrw ■+ru1�i.� �r■■■��.rrYr� u�r�ir■.+Y.■mr.wrrrus The contractor, $ba ll bo rospoilmible Jdr the oaf* store of material furnished by of to bin, and aoaapted hiss, - asad Anal v tended for the work # until it has', been i�rcarporatod to the caVleted prro j ec t . 5dCTI 1 3�03 H,:#N,&ING pied ■ME =09211 .A* Cara r: Fittings, va'V6s,' hydrants, asb**tee-ceMMt:. piP*, and other accessories shall, unless otherwise diredtic be an O ded., .at -the .point of .delivery, hauled to end Ustxibuted at the ' rich of the project by the contractor; they shall at all then be bmndled with care to avoid damage. B. At Site of York In distributing the r4t:erial at the sits of'the work, each piece shrill. be a nloa.ded opposite o;c near the placc -whale it is to be laid in the trench. C. URO Kept __Clete Thp interior ., of all pipe, fittings, and, other Micaesnories shall be kept freefrom dirt -and foreign matter sit all timms. • '1 SECTION '.3-04 ALiGNMMNT AND GRADE A. General �►i]. pipe small. be laid and m aihtainerd, to the o"ired lines and grad s; with fittings, valves, ' And hydrants at the required lo- cationer and with Joigts centered and spigots homes and Frith all., valves and , hydraint stems FilUmb. . B. Protecting ' Undor ro, o a:nd purfade S eruct i Tegj orary .,support, adds gusts •prot:ekqtaon case. auc�tr�t~�aauiae of all iandergrdlzld and surface utility �str, uctuirea, drainwr,'` me.wera, and other etructions encountered in.: the progress of, this m2ft shall be J futhished. by l .the contractor at his own expense under the direction I of the Water Superintendent. C . Dev iat ions OcCal sinned by other Utility Structures Wherever existing utility, ' structureu or branch comiections leading to main sewer -,.r to main dra►ino or other conduits', ducts, pipes, or structures present: obstructions to tht grade wtd alignrr nt: j of the pipe, they shall be permanently supported, rrearavedl, relocated, or rocOnstru,cted by the contractor through cooporation with the owner of the utility, structure, c.r obstruction involved. in thoaa instaneas where the relocation or :roconstruction in impracticable, + a dt nation from line and grade will be ordered, and the change shall be wades in the manner directed. 10 ., s -1 _ C D. D v a ior. with N1rteaC _:yu�ex#dwnt' on sit: No deviation shall be, made from the required ALnee or grade except with the written consent of the Etter luperintendsnt, do i' City financed projects, should the requested deviation require ad- ditional pipe or f ittings, additional coepernelatior.' will be allow*d therefore. Z Eubsurface Rx lcra VMs The City shall have ey &iAineed available records Zor the lo- cation of existing pipes, valves, or other underground rtruecaturest which locations -are indicated on then plans. The eontrarator shall have they responsibility to verify theses. looations ,and protect these structures and any other structures found in progreas bf vork whether on record or not:. Can City financed projectst should the City rogUira { subsurface explorat4onas._ other than those pertinent to the execution of -the eontj:,$otr the contractor,,upon written Order of the dater Superintandrint, shall matke , al.l exploration's and exoaavations for such purposes and the *later Superintendent: will allow ultra~ compensation t:her6fore. C' F. Dp2th of Pipes Cover All pipe shall be laid to the.. followi y minimum depths r for pipe diaMt:ers of 4" t:o 6" - a' depth of 36 inches of, pipe covert for , pips diameter of 10" - a depth of 42 inches of .pip covert for pipe dia tit of lag" a ,dearth . of 48 + nihas of pipe oove,r f and fcr i C` pipe diamiet�bre of 14" and greater - a deepth . as designated on the plans but not to be less than 48 inche7 of pipe cover. Tho depth I shall be measured from established street grade or the suriacs 'of the proposed permanent improvement t-.a the top of, the bArrels of the pipe. I SECTION 3-05 EXCAVATION AND PREPARATION OF TRZNCH A. Trench. 1�he trench shm"ll be dug to .'the alignment a hd. depth required and .only. so far in advance of pipe laying as the rater Superifteendent ( arhall permit. Mater.i.alar excavated shall be laid alongside the trench and kept neatly pileA so as to cause ds little inc©nvenience as possiblo to public travel. All materials excavated not requiraed for back - filling shall be immodiately removed and disposed of by the con- tractor. No surplus materials shall be dimped on private property unless written permission is obtained from tha owner of the property. The contractor shall submit for the acceptance by the waster Superintendent in advance of all excavations of depth in excess of five (5) feet, a detailed plan showing the design of shorJzVp bracing, sloping, or other provisions to be made for worker protection from " 11 ...-. ,,,�.C... .,: � ryYN.=.•wi .f �.+l+w. A a..-���T-Y• -. ti�J•y .w • r ���� JYIV4WYL..-�,,,,.�i�M�id�:. _tie J _. 4 the hazard of caving ground during the excavation, If such plan varies fres the shoring system standards established by the Con- struction Safety Orders, the plan shall be prepares! by a California Registered Civil or Structural Engineer. Nothing in this section shall be doowrad to allow the use of shoring, eloping, or protective system loss effective than that required by the Construction Safety orders of the Division of Industrial Safety and the, ocoupational Safety and R"Ith Act. All excavations shall be performed, protected and supportod.as required for safety and in the manner not forth in the operatic►. rules; orderre and 'rog4ations preac ribea 'by the- Divines .•.art Iaedvstri+si Safety of the State of California. Barriers shall be placed . eat each end of all excavationa .arid at such place'a as siiy - be,: assary along excavations to warn all pedestrian land vehicular tieffin bf such excavations. Lights shall also be 'laced elan► e�ceauatiaoar frame sunset each day to sunrise of the Next day until - such, asci.vation is entirely rof it lard, compacted and paved. All r;.xcivations shall be fenced in such a manner as to prevent perso»-i froik, falling, walk- ing, or otherwise entsrinq any sibavation in "y stream, roadway, or any other area, public or private. 8. width The trtach width "raay vary., with' and 'deperrd upon the depth of ,trench and the Miture of the excavated mate'tia 1, ancountered i but' in any care shall . bs 'of ample width to permit the Nape to be, laid and jointed properly and the backf ill to be place -and c rcted-prop- erly.. The min►imui m width of u nsheeted trench ahall . be 24 inches t and for pipe la inches or lirger, , at least 'ona .`.foot grerater but not more than two feat greater. than the nominal diameter of ih►e pipe. • , Varia- t.ions in these specified trench -widths 4hall be allowed `only by consent of the Water Super.. rntendent C. Pip! Foundation The trench, . umisse 'otherwise specifiodr . shall have a flat bottom conforming to the grade do which, t,na - pipe is to be likid . . Any part of the txendh excavated below grardepat- a result of neglig"Ce of the contraotorr, shall be corrected with approved .. sate>` ial, glade and compacted in lay4rs" under the diree�tio*n of .the hater Superrintendent. When the batto,m , u covered ; to rub-gradew is soft and in the opinion of the .later Superriritw%dontcannot support'. the pipeop a further depth and/or .width shall, .be 'excavated ' and ' ref illed "to ' Iva fowidation grade as required? or other aasar. ar , as directed by ' tho t,er su"r interon ent , sha,li ne , &do ted �,ta assures, a. firm foundation for the 'pipe:. T:euroh . sheeting shad ronaain in place until the pipe has been Uidi', tested for defeats and v, epa►ired, if necossa►ry, end the errth aroitnd At compacted to a dirpth of twu (2) feet over the top of the piper. D. Flow of Drains and Sewers Maintain Adequate provisions shall be :Nadi for the flow of 'sewsrs, drains, and wataix courses encountered during construction, and the etruatures which may have been disturbed shall be satisfactorily re - storied upon. corq,lotion of the work. C I .� .... .ter-.4r'i „.r' ....T �..�.�r ^ ' .. -� 7n•'.�+.., �r«fib •.Y'T 1' w�"^'" ^_���� �.ir s��'+r�,%�rwR.v�•v..�i�.1�'�'".M wf t^�^'rtr� '/� •j�,'�i L. E. Tkaflic Control and project Safest w ..��w�r r�r �r�ra��r •� � Traffic control and pro ect safety shall be maintained� throughout the limits of the project, including affected ad jaceeet areas utilitzed by construction traffic. This worn shall conform to theme General Specifications, general orders of the State be- partsetnt of Industrial Safety, Sections 7, 8, and 10 of the State Standard Bpeoifications, and directives or Instructions from -the .Director of Public Works of the Cityy of Huntington.ftach. NO full i C 010sti es will be permitted. Daylight . lane closures Mill be 'p*=fitted with prior approval of the Direotor of, public VoiAs, provided flagm Wien are available for control of vehicle ncv�nts. Residence and business entrances that exist 410n# the I project route shall not be blocked oft. :C 1v. pro arty Protection Trees, fences, poleax, and all other property shall be pro- tected unless their removal is authorized, afid any property datftageed shall be satisfactorily restored by the contractor. ! ;C, ! . G. Interruption of plater Sere, No valve or other. control on the existing syateA shall be operAterd for any purpose by the -contractor 'withdut approval of, the Water superintendent, and all consumers affected by such operation C shall be notified by the Contractor at . least ons .hour before the operation and advised of the probable time when time darvice.will be restored'. H. Do -Watering The material thrc�uigh which the! trench or structure to eex- cavated*shall be de -watered by means of a well point a stem, or other pumping facilities acceptable to the lister superinteindent, to a minimum depth below ,subgrads' of 18 inches. The trenches and other excavation shall be kept 'eentireei.y free of water whiles Pi- or can - Crete it being placed', and until the conotete .ar mortar a had its final sat, oa thee ,,,t0,ipe joints have been cos' plerte d. The , contractor shall dispose of the Maher fro'uthe work per Section 19 of the state Btandakd 8pecifLoitions. Conveyance of water shall be such as not toInterfere with traffic flove No i water shall be drained .into work built Or under construction without i ' prior consent of the dater Superintendent: Upon written.awroval I'I of the Orange County Sanitation District (0.C.5.D.), water any be disposed'of into a sewer system at a point deeei9nate6 by t e O.C.S.D. f Water shall be do -landed before disposal in tho sewer system. SECTION 1- 0 6 PRBPARAT ION Or TR=Ck BOTTOM AND LAYING A§1538M � J A TEench Bottom The trench * bottom shall be prepared for the laying of pipe L 13 l and fittings in accordance with the acceptable and recommmded procedures outlined in the pipe manufactwr"Is installation guide and there General Specifications. 3. Z. Proper implements, tools, and facilities satisfactory to the Water Superintendent shall be provided and.used b the contractor for the safe and efficient execution of the work, loll pipe, fittings, naives, hydrants and accessories shall be carefull 1wered into the trench by "no of derric k o . rop.es, . or other s��table '*"Lp� t • � in such manner as to prevent da"ge to pipe and: f httLa q' Under no circumstances shall pipe or accessories be 'droppedor domed into the trench. C. Inspection of pipe and hccessorion The pipe and accessories shall be inspected for defeats prior to lowering..into trench. Any defective., damaged or unsound pipe shall be replaced. D. Pipe Kept Clean All foreign .matter. or dirt . ehAll be romoved from the in- terior of pipe before. lowering it to position its the trench. Pipe shall be kept clean ' by means approved by ' the Miter SVerintendent during and after laying. E. Pima Ing All asbostos-cement pipe.rhall be handled, assembled, and bedded in accordance with the instructions in the pipe manufactrr,rar's installation guide. Any deviation from the procedures -outlined in this manual shall be approved by the Water Superintendent. F . r loat_irigP its Whenever water is excluded froia° the interior of the'Pipes, a�doguate backfill shall be deposited on the pips to prevent f eating. Any pipe. which. has flouted shall be removed from the trench and be relaid as directed by the Water Superint"dent. ti. Unsuitable 'CondAtiohs for, gointula No pipe shall be laid � JA water; for when its the opinion, of the dater 1uperrintendart then trench conditioner or the weather are Unsuitable for such work. SZCT I ON 1, 0 7 SETTING - YMYE8�VAL� PQ7CS S � pXM A. Ggaeral ' i Valves and cast iron fittings shall be sit andjointed to the asbestos cement pipe in accordance with the instrucons in the pipe vAnufacturer' s installation guide and in accordance with any instructions of the fitting aMnufacturars. � 14 i _ ._... ..� _ ....... •..��.. _ � -... --a-.�..._�---. _ .. .� , ..... _. r���........�..r.r.�...��..-.. r..�...r.r .�+r�....�� _r ��Mr.w•.WY�yawr rrrww.�..� .-...• V A 7 e r� C i a. Valve Boxes and Valveit Valve buxom shall be firmly supported and maintained cen- tered and plumb over the. wrench nut of the gate halves, . vith box 1/4" above the surface of the finished paves iont or at Such other level as magi be direetad. All geared, valves (ekdsept butterfly valves designed for underground service) and such other values as slay be designated shall . be set in masonry valve pits with the wrench hots readily accessible for operation throughout AS h*lo op"isn*. Pits shall be aanstti uctied in a manner that v111 pet*Lt miftot delve repairs and to affokd protection to the pips fret '"tat where it passes through the , pit walls. Q. thrust Blocks Concrete. thrust,. blocks srMll iso 'applied, at Wwds, valves, teem, where changes in. pipe'diameter. ocgur at. yroduosi; s at in fittings, and wheys directed by the Water Pupsrinteadebt. .: dime and installam Lion of thrust bloeks shall be per City of iluntingtoft beach Itan4ard Plan No: 607. SECTION --08 HYDROSTATIC '1`XJTS A; pipe to be Teiteed Ali pipe, inel"ing service pipe, Shall b6 tebtOde' This shall 'be accomplished 'by testing the main line and the . derViCes at the Same. time. The ontite system need nOt be Bossed at trio sera time.. P*dciions of any valv*d section may be t4sted kespasrately as peroiiited by the inspector. e. pressure During Test Unless otherwise specified, by, the Water .d tikoldwlt' an average hydrostatic• prossuto of 150 pounds 10"lloViag 09"re inch-kok a period of three hours shall be,used in the ammar t Thai 1 1�10 shall be *o"I rtoiy filled «itb water at lbast , Z4 ' hour'& before testing. The pressures shall bar bmili � by b of a pwop to 160 pounds par square inch. The prosssure shall be alioom to drop to 14 0 ' pounds per square : inch before being p M beech tb 160 pomdx per square inch. The pressure at the start and Od of the test shall be 140 pounds per oq*ra lnoh. The pumm o pips am- nectioni siM all necessary apparatus shall be fitrni.s" by the contractor. C . BxV l l -409 Mr.Asto era : TOst Before applying the spoeifi�ed tint ressuro, all - eir sMll be expelled from the pipe. To accomplish trig, taps "I be madep if neoesrssary p at paints of highest elevation, and safterM cd tightly, plugged. D. 4xomination Under prk, Any creaked Q,r defective pipe # fittings # valves or Wrr asnt.i discovered in consequence of this pressure toost shall be too am .0 1s a !, '+�'r y'1 ��".��A,�•��'.9v' .'i �.+�����,.. IM r•� (Y��: �.� � �..r•/J •r Cryy� �P•, w. fin. ��. t,. ,�.. i.. .. J. 1 _ replaced by the contractor with sound material. S. Leakage Defined. � ,�� �1r1..rr.r•r Leakage is defined as the quantity of water pumped into the � section of pipe being tested to maintain the specified test pressure. Leakage shall the measured by pumping from a calibrated tank. } f P. Permissible Leakage Y6 !rl +r T e ■ �iiYi��i No pipe in"Aallation will be n000pted until the leakage, for ; ;, individual joints shall be .020•gallons car lase Oer joint, per, 3 hours, per inch of pier diameter at 130 pounds pet to lAdh. Toots shall ' tie made only after completion of partial back ill. The pipe joints sluall remain exposed until completion of the hyftoostatic testo, , Text shall include all service; to property ling. Should any test of a � sectii�n of pipe line disclone joint leakage greater than that 'tied, the contractor shall at hls own expense locate and repair the. �tive joints until the leakage is within the permitted allowance..' SUCTION 3-09 BACKFILL OF LXCAVATI(MB A. Dackfill Procedure at pipe zone � Selected backfill material 'free..fion, rock or boulders shall be deposited in the trench simultaneously on'both side of the tches pe for thefull width of - the trench - and tv an elevation. of at 1"st 6 above the top of the ' barrels of pipe a inches or lase in diter, and not r less than 6 inches above the horizontal centerli�ns oa'.'. pi�eis With di - loss ameters - l2 inches or larger; leaving the joints exposed for ems"&, tion during the pressure test specified. the-backfill.matorial'.ahAll'be moistened, if necessary, tamaad i_rk th n (about I inch)ayers- 1 rou cots aete under an 'on • "ch side of the 1 29 covido solid kina a�ya..ns a eXtOrnaGUr ace o he, an, n s -rise ve vact on a - -be If in the opinion of - the Water Superintendent - tho,'exc,tvAied material is unsuitable for backtilling the trench aromd the pipe, Ahen the baekfill material shall be send of gradation approved by the Water Superintendent. 1 b. Procedurs Above Pipe Zone � ■�ilYlll�lA1��wR�,The remaining portion of ibi trench to within 12 ihahes'of the roadway subgrado • or ground surface, as the caste may bu, ' shall be back filled and comacted by a pmoved method's to obtain a sinitnas, relative compaction Win. B&Okf�iling shall be done with gavel ground eart# 1 *and or gravel, and no oil cake bitaminoui pavement, cmwreter rook or other lumpy material, Material of porishable, •pan or otherwise improper nature whall ' not be used in backfili%ng at��no material greater then 4 inches in any dimension shall be placed within one foot'of,any pipejo manhole or struoture. Progsdua at Street Vona The top 12 inches below the roadway oulrgrade or ground surface, as the case may be, shall .be aot+rgmated by ap roved hand, pne tic, or m achanic it type tasgmrs to obt&Ln -a relatM compaction of 95V: -.. ... .•�1... . .. ..., �.•r..�� .. .. _..._ .... �.- ._r ._. .�.�.� w. �.��� �r.�.�...�r.-ter rr�r.r�r�-�.���r•...rr_r isft C"o The material for this backf ill my ocatain stones Ir"Ving is glos up to 2 inches in dL&mtar and in aRtiti not �AhahA A ft as of the VOUM TO � qeduq 3 where 2414 coarse materials are well 4 stramw tIMMUSMUt the finer material and the specified ca"aatLon can be obtajj%ede whenever .the excavated material is not 640049 gor b4akfille — the contractor @M4 ll,arr4nqe for and famish ovitOU _�__rt@4 back- f ill material which is capable at, Attataing.00, r"' 04wt4 rolavis Compaction at Us own exMw .40 shall .dis"40 PI of excavation as. specif i9d -elsewhere in tbssii, GoSeral tow 10 The backf illini" with imported material shall be 4i;WUP ocoo0; with the at Assairibid, heroJAG, SXCTZOU,3410 ON, unless othprwis* directed backtill shall bo'compacted in StaeAard SpecificatLons'excopt b.y the- Water. G4pp;rLntezW0,Mtr trena# accordance with rSection 19 of t4e State tba.-L'-posiding a;: flooding $hall not be Backf ill shall be placed in horisontal layers, not expo"in 9 pi inches, in depth and shall be moistened and ,thor0qq,_4Y *PM 0, Fo. or othervise comspacted. to, a * of; be I MKMM.. -ty to 4 incMs . -belay the. t: otmetur4l. ago depth. of '11' t*!.bFR7 05% from 120 below' the pavement 6truictur&l section;, W the roveftnt ructural .section. unde'r cbrtain al.)'16ditichs A:,dft6 Manic slurry May y be jre *Ipo4 b� y the Water 0ujmrjmtend*nt'4'for the bickfill to **a*. the above ca"ation n4cif ia'atichs. The contractor, is -. hereby;, made. avers. of the pinimup. tq4tinq Vhich will.. 4il jperf6riiisd at, the directio'D, of the Waier Super Trandhes idil 'be tested. in-,�hdkisoh'tol men tpaq *qg t to exceed t ro, 200 lineil i'viet  in "viartic"al incremi" ak, opsainja not to axes" two feet DOM63101 g 084 foot above "6 tops or 6-PIP4, Testing in too vertical increments will -not. neces'sprLly be at th6 same. locations# i. e-o . the � tes�5 my' be . otaggo;04 At - UP* opt ion, of the rri's'. pe . ctbr'*The contractor sh�01 porpro 411 000 IIq0i4P4iY to r attain theeq'uLrod compaction* SWTION 3-11 M T MUMES,' 'A. General ,The .work to be done'oader.th a I sectiqft� MMOsts', in Veft4ralo N O .86 the furnimhLng of all- laborl, mtelrfalsp MA equip necef"ry to repave the trench and excavation areas. 3, PrMIratico PrioE to Paying The contractor, is her*'4ii,made aware of the mLalwo test - Lag which will be pertA at t direction of the Mter Saperintendent as 6"Ahed heroin. -1 - 0 J, fOw-Wicutlial Prior to c noing the operations of placing and QQm- pacting aggregate base, the contractor will be CMM2 Lred to perform any saw -cutting necessary to provide etN1gZt-sidad rectall ular area. Any . louse or broken pavoWt or pavemAnt which is 'undermined occurria outsidese of thelimits shall be removed at the ccnt'-:actor�s expense. All broken pavaumt shall , be removed from tho site at the mark and dLopowA of as specified herein. . C. Structural Section of Aeyir�d - Pav ntleylalckiwa fit 1. Streets : or highways with a-- cross-section wont forming to the ultimate standards shall be areplac ed'. with an equal cross- section of aggregate bare and asphalt ctoncretee 7. Streets with a sub -standard cross-section consisting of asphalt concrete over bil-six or n&tive. soil .shall be re- placed with three (3) inches of asphalt concrete ovirr native base. • 3. streets With a snub -standard cross-sectiOA 0042ist.ing of - oil -mist paving shall bo ' replaced with two M 'inch6s - of aspnalt'concrete-over native soil. D. Material,, R,94uirod and Const"Otion 'of Pavement its►places t 1. Agg:r'e5iate Bass Aggreoat®' bass shall be Class 3 ' and shall donform to the 1provisions , far' Class 3 aggregate bass, as specified in Sectio' n ZS, "Aggregate bases", , of the state Standard Spi3cifil. • cations and Zhese 'ft,nerrtl Specifications. The grading -limits steal t be 1 1/2 itch maxi mum- or 3/4 inch maximum, at the optignf the*; contractoir Changet from one grading to another shall not be mado during the progress of . the work r 1wwless permitted by the Director os! Public Works. At least 53 reentr by.,W*ight;'of the material retained on the No. 4 sieve 811 have'at least. one fractured face as' determined by Calif. Test Metho�! no. 303. Aggregate -base shall be delivered to the roam bed as, a uniform mixtdr1 e. Segregatioa shall be avoided and the base shall be free from pockets of coarse or fine material & The prover+one of section 36-1.035, "Adding "ater", of the State Standard 8pecificat,ions are superseded by the follow ing i At the time a�gregate bass is spread,, it may have a moisture content suff seem., to obtain the' required ca"actian. 3 a J R 1 �� -f- luch mcipture shall bO uniformly distributed tbrou9bout the Aggregate ba* s shall be spread qftprepared suknradh by means of an approvid spreadingdevice whic uniform windrow or layer and wilP'_rovLde the rveqiu'!Lr!dpOthdIctk&ni*s within the tolerances specified* fttor. graders. may be used dariAi apt"dLa and compac&- tion- Verations b Tailgate spr6ading bLdviop tru% Vig not be permitted except for spot .4 po"11 am oot-resd iy accessible to weading eqpipwn 2 PrJM, coat Prime coat shall consist of furnishing and atilpIIIA9 c prim coat of liquid asphalt - to the outtave of .the 4i'ttevaid SIV . 3 base,#'&*n'd shall be done ift-ad6okftnci Ith! tLdft 1 of ihb State litandarid Spec L f Le'itions Thi m'atOria Oiacbdl, he liquid asphalt of Grade RC-2M, - Orad shall be appaed at the rate of 0.20 gallon,per square yard or as dire by the Director of Public ftrkae 3. Asphalt Con" tint 4kaOhalt'concrete 'V'brk &MlI cobsibt of.iurnishlhv, spreading and compacting . Asphalt iconcrotd , in bob forks 641th .the linnoo gradfiet and diimensions xh6on on Elm PX46C."aft"d ihail be done in accordance with sedtion. jo`bf.. the atat*., StAbdafd Ma Specifications. The.-tetial 'Olaceid� shall" hd '4 9 asphalt concrete using O&OLAV-460halt of Al 4,0 ' 00 Grad* an A blhderl,ih conformance .with Section 92 of the State Siandird'Spetifid4tLens. C Seal Coat a Aiihihq iia.applift Seal coat work 1hail. doinsLit,- of fur a seal:cost ,of . bLt=Lnous'biAd8r WABCIA' ic:r4en4noo AW7 shall be !I iw. ao'brdima wlih SctidhWll and 39 'otM! kit* Oiiid `SV"If Leations The ,interiaACIP 408C. shall be. 61 A-1 type emulsion of Gr&40 98-1,v or UA Vltbdtok of Public Nbrks, M. concrete POP1*00ant 1. All.conarete cii6so, Vattfr I a'way$ Md 61dowilk4j. drains i 'pipelines; lines' -, aptinkler 4yetme'. c"als'. or 6th" facilities Pe P s4hLcfi are broke'^, inter- cor'damijed.by the ImstalAtieft dt,tho Lxqprovermt shall be' retqnslts:W'ted at. -AM 606tiA&tOr9M"I*IOWV of the sums kind. of Ast6tial as .. the brigin-al', tvrko OtIrbi 0 Oft - tars or' sIdevaLks WiAdl be -CO—MR-YOUMM replaced to the hext, Joint bthe excavation r"Uirad by said InstAllsiti6ft All loose pieces and broken edges' shall be remved beford kepiaellig any surface of coaterete works 2. concrete for construction of the items oUthis sedtioh shall be Clase At 11" 11, The oonn.'%;uction shall; be in - - 19 . I accordance with Sections sl, 61, 73 •md 90 of the State dtandf ' and Specifications, the City of Kmtir4tca Peacb Standard Plans and any details or modifications indicated can the UVrove- Mont Plans. F. finishing, Work 1 Finishing work shall consist of final clean-up of the job of all rubbish, excess materials, temporary structures, and equipaient and other similar clean-up or q;ading work. All shall be'done In accordance with Section 22 of the State Standard specifications. _SECTION 3-12 CHLORINATION OF COKPLZTZD PIPE LINK Before being,placed insrervice, all new water distribution sytems, or extension of existing systems, or any valved section of such extension or any replacement in the existing grater distribution system shall be chlorinated with dry h}•pochlorite or approved a1- ternative method, -in accordance with A.W.W.A. Standard Cpecification C601-Gar or its latest revision. A. Dosage saw The minimum dosage of calcium hypochlorite-powder containing 70 percent avail0ble,chlorine shall be one pound, for each 111680. gallons. of water. ; capa city . trsated i chlorine-�yioldin'q mounds other, .than calciujm hyptychlorite, -poweier mad p tfi_' approval of the Water Superintendent, be used . in aiodhts wo tion'41 do their available chlorine content. .For any bethod used the minimvim'residual chlorins Content alter 24 hours shall be 50 parts per wdllion in' all parts of the system. D. r~nints cif Agglication A predetermined dine shall be shaken into the .suction well, the standpip' or elevated tank; gar into the. pipe at the . f irst joint , attached to the exiMing heater. pipe; aAd the dosage shall be. repeated at frequent predetermined intervals,: preferebly:at each pipe joint as the. piper laying piogresses,' or as may bel directed -by the Water Superintendent, C. Bacterial Analysis After liner have been . flushed out , apples N. MII be taken of the, water in - the Hanes by a laboratory -deslg aced by 'thy Water Superintendent. fora bacterial aaalysis in actcordance With A W.N.A. atandard,Spilcification C601-60 or its latest revision. The con; tractor shall provide all necessary - fitting , for the above sampl Mg at his expanse. Cost of the first test shall be at "Water-Depactawnt, expensed while Corti for any subsegaant testr.ahall bs borne by contractor. m i D. Chlorination Rusted if Meaessarx In the evert that the hictorial analysis - in they opinion of � the Water Supsrintendent. proves unsatisfactory, chlorination shall be i repeated by esploying acceptable O.tierhative ' procedures .until a sat- � isfactory condition of the Mates "ithib the pipa is established. 20 �- C BCC I ONw3 -13 ii�N RAILROAD RIGHT OF WAY Where applicable, the City will apply for the permit or raaam- ment to cross or parallel the tracks within a railroad right of C' way. The contractor shall pay for any inspections by the Milroad and shall furnish any bonds required by the railroad. Work shall be done in conformance with the directions from the railroad permit and job inspector. If a base is required, the casing shall be of the size and type as called for on thw plans and the pipe ahall.be installed in accordance with the pipe manufacturer's installation i G guide. SECTION 3-14 MOk ON STATE HIGHWAY RIGHT OF WAY Where applicable, the City of Huntington Beach will secure the permit for maimfinance of the Water System from the State of Calif- ornia, Dapartment �f Transportation. The contractor will be required ; to apply for the aci%Al permit to construct. i The contractor shalt,submit to the department of-TraanspO 'rtation (along with the application) a duplicate copy of his parformancor bond to the City and- duplicate. certificates of insurance. The can- i • C tractor will be held responsible to pay for_ .any and,' alp, tests or. inspections required by the State. The requ$r.amexit s' off the petmit will be available to,all bidding contractors and a duplicate of the permit will -be furnished to the successful contractor. The contractor shall be held responsible . to follow each of the directives of the' permit and any instructions by the local State.Umpector., The local C' office of the Department of Transportation shall be notified by, the contractor at least 24 hours prior to any construction. The 'contractor � may expect the following to be required: a. Earth shoulders and ditches to be returned to prior condition and compacted to 901, rind . soil. and conVaction C tests will be required. f I b. Existing paved private drivswal+r to be sai�-cut and replaced with 4" asphalt . concrete paving; atirer compacted native soil as the existing. paving material dints. C c. Existing paved street inters4otions and. paved shoulders � to be saw -cut and replaced. over 95%,.eompaeted soil, with 4" asphalt concrete over 8" .untreaated, rock bad*. d . Trench backf :11 to fee made with material having . as sand equivalent • of 30. � � i4here native, uatiriax will net edit C this .requirements , the contractor shall load, h+su1, and i dispose of'all excavated materials,:and import suitable material at rib additional cost to the project, unless separate provision is made on the proposal to ccr�nsate I for this work and materials. C The rapoit of the, Director of �ublie �iorks to ttssCity Council regarding final completion will be dependent upon the contractor's performance of the State requires-;nts as well as those of the City contract, . � 21 _ ❑� C) C� 0 u i Y 11 i • ,.� ki..l,ti},f '•Ali,*, ;. 4 � . f •+1� . 1 ti p � r 1 f� ' • 1 1 is r ' 1 SCHEDULE H GENERAL PHASING AND TRAFFIC CONTROL SECTION I. CENZRAL The work or procedures covered under this schedule consist, in general, of the project work schedules, phasing of work area, . and traffic control within or tear -the project. SECTION II. PROJECT SCHEDULES A. Gone er 1 • The conic' actor shall be expected to prepare a dstailed schadiale of his proposed prosecution ,of this several locAtions and varied 'itema of work on this project. This schedule shall br.written or prepared in chart form and shall be furnished, within seven days after the contract execution, . to the. -Director of Public ' Works in triplicate ,for approval. The schodule shall be expected to have igtimated completion, dates for each related 'group. of items The contractor shall -prepare the schedule in such a manner Iso as to basically conform to the phasing requirements described in Section 3 hereinafter following: D. pre -Job Conference Due to.the several,locationsa involved, a project pre -job conference will, be schedule and notification .df which shall be sent to the contractor from the Director'of Public Works. The meeting will be threefold in purpose as outlined below: 1. Open discussion to clarify any questionable areas cf the. work .as' existing in the f iell, detailed. -on the plans , ar specif,i.ed'. therefor within these special provisions, including if desirable to the particae presents, a walk or drive through the project limits.. 3.1 A briefing of the basic schedules of progress -required and a reading and/or explanation of the approved detail .scheduler, as submitted by the successful'prime or general contractor to whom the contract is awarded. 3. Introductions and acquaintance of the key project personnel. ,a. The City will . fuyrnish the contractor a list of the various City inspectors,, and any other personnel who will have direct responsi,bilit ea with the project. b. The contractor is expected to be represented at the meeting by hia assigned superintendent and foremen, andattendance by the representatives of the various major subtrade phases of this projeot, will also be appreciated. .M �.�. .•T ., 1.. r._._ �. ll:i. , :i]}L�V`.'": a'.l'�' �: :L:•�• �' -rvrYrr ..1.1 �'., 44Z.- • 'i j. gJ�lfp1 x�svlr rylr •,`n!�°rp1 �•�+i'�7rfii' r - ;.a I . . • v - • r ..'-rr'rr•=-� r .. . • �,T„� r ro• t r of I 1, • . , I t pail.'.` 1 ti ' l,.a �`�r � ��,. !•', 'I�4/l��,i ! Iplt„ 4 lA ,��'.I�I' �l�• ..y}� I•' ,,,� Y., ••4.•, y i. .� Vj '• ... � 11�� ` .,, r'.. 1'\/ ...� VW a ►.L!;i . ra(.J��.i a4.6� 4.'' '''' • . -.. b� e'df.'dl. r - 7. +:, �' e w , � ! •� .1, � 'c r �'r�� �� '�d1� � � j � R � M�^� ` �'�� h } r : 'r +.W M ry • n .� � �� • M i a � $ '1. � !� T • ' 1 y . ' l i Al1 9 U a No SECTION III. PROJECT PHASING A. General Procedural phasing of this project id expected to be in the. normal order of the various trades involved and basically should follow the alphabetical order of the special provision Schedules, A thru F. However, in order to complete the project within the contract ' alloted time, it will be required to proceed with several schedules of work simultaneously. The contractor shall make provisions for the furnishing of that material, labor, and equipment to pursue such operations without additional corn- pensaLion to the contract -bid. B. S cific Phasing This work shall consist of the necessary combinations of the above basic schedules to meet the following requirements: 1. The work shall be scheduled in such a manner sous to have the least possible interruptions to aueess and to utility services to.general.public and the specific users along the project route'. The owners shall be givan advance notice of any necessary break in.servica and an expected time or date of reconnection. The items concerned 'are electrical, water, sewer, telephone, and gag services, together with traffic movements. Z. The contractor shall treat each area of work As an individual project insofar as safety is concerned. Barricading shall be,provided, prior to work commencement,lin sufficient quantity and duality � so as to be in conformance with the Huntington Beach Standards, State Safety, directives of the inspector and/or Huntington Beach Traffic'Division.of Public Works. Vertical cuts.bnall be'fenced to afford protection for the general public, primarily pedestrians and children. SECTION IV. TRAFFIC.CONTROL AND PROJECT SAFETY The work s'hall'consist in general of maintaining traffic control and safety throughout the limits of the project, including affected adjacent areas utilised by cons'truation traffic. This work shall conform to these specifications, enera,l orders of the State Department of Industrial Safety, %actions 7.8. and ld of the State Standard Specificationsa, and directives or instructions from the Director of Public Works. The contractor shall adhere to the following: 1. No full closures will be permitted. Daylight lane closures will be permitted with prior approval of the inspector provided flagmen are available for control of vehicle movements. -61- 541f.I f�. r IM •.7�� r n r Y 4 •4,1''f , 40 0 r •.r ��, " r �,, .,; ,•�, ; /�. -FIT" y W. ;� i, V4r�y � '1;'. II �.'"'?� Al �P f l i f}� j ♦ N „t 'i.i �r` i w 'r+'-�171�.� ^ea_ r �.. f ,�-•wr r ''i , �" ` 9. y '�i, •• �r �Jgp�tf z y, i.,d , ,. FYI M'; , ~ �r �,'fr. § I I � 6'' ' .. '�1 '• 4r 1J1 ,^, 11 i �'��•jl 1 ` r i,•, � �•�'f f+ � I �`r; .�. ,' iA.' ��F+an ••�' ,\, C ��-b, !'.'" h, L�,�i �„ �,�.Ij[�•f 1,�. �'�''. _ '•�µ �. • f , � '� � 't' d r. •• 1 • I I r •' • Y +� �kr',A �' I r `;�I R � ra u �MP .1 ' ♦ i c I r S� � " .� ,1, �� Y " wl f 3ky+ � , '� ' r � fie. ��?I p1 r ' r "\�'N';'Tr. � ri � � 1 r { � �y � ? �I� ,�•F Ya, r •. � /' Y � h �; '�..i . 1 • • I .. •• 1 � .�" III r � - .(• I f • .l ..+ %1 �' i A I• , y r r, i �SFy ti.. s, I ..•. wrw+�.rw.•�+....... . .,. ' .. w• ' �..#�... ,_. ._ _. .. ..r..L.. .... L .. ., � ... .-. .�.__...-�v.�.: r_._._.?�..:� _ ...w.. .. �.. •p .. ... � w ! 1 , I' 1 it 2. Two minimum width lanes of 12' must be provided at all times. �1 Trfa�f f f is shell not be routed over dirt shoulder- areas. No additional compensation will be allowed for the iastallation, r ; removal, &ad disposal of temporary Pav,�A9. 3. Residence and ,huiiness entrances and 049. It s along the' pr6 jiiut A route shall not be completely cut off. 5BCryiON COOP�RATIO�li1 �i T is oT 381t8 ' �r...++r+• Iw..+� , The contractor is hereby, malde cognizant, -of, they fact, -the wOXk deiicribed ' in these special proviaicns will necessitate fu1� co apera►tion wit�� publ,�c: �ttf . it ► eitid private concerns rewvir►g , �, reloc�►ting , c nd/or rene Wtjja fac�ilitiss .wllibh, t �►rc . d j soen . to or, w3th.'Ln the • impro' Vo sent areas., Tto Gontkactor ahall ' oontact : each company or party so - Involved • in order to sobedule -c. ,peraticens fn the ' ! least interf4xinr� mariner. vndergrourd fac ilities Shall be exposed by the centred ar prior to r:c�pmgic�..c,ing strucsture excavations or . ' \ operratioas which could cause damages. 'r�w.....wo-, •••�+','�..-� ,, a - Costs. involved in.. relocation 8, r�guested b tha.•contr,a►ctor to `�..: facilitate :�i.e vork ' wi.l l be borne by -the. contractor.,•' ..The major companies having facilities in.the -area era Southern- Califo�rniar • 2dison, General Telaphono, 5outhekn ' Ca►liforinim Ga's Qt mpany s Long, Beach 'Gas Company, miscellaneous oil coiapanies and vturioua municipal facilities. { , 7y' Kr'Y,�tils � 1 , i ,./r ; tJ �ila s x � yf�r 14! wt \ � t r , I.• I'. '{ yr}' ���"i �ll•'•� AS!�� Y .A, �''' , ll,l�•tr ' G' .11(�' r f ` � _: 1. r 'µ �'F>R1 rf 1, ,•��,, y S' 1 �•. �} �...\ � �,I!. , - Yly '� � ,• � ,,Ey4' ., 1Y t } 9 Yr , t '!+I,b � � ,� t, '��' ' ••,s 7 � 9�f ,f, +bElr, � M'j, � 1 s• i , 1 ,•� ��/ii �' ``•�• M + i : '4' ,•g t. l f' /�pp ; I h� + {, 7M tl,, s 7i 4` i•1 s,i 1`7. .. f1 '� % }.:f` 11„ ( j+� J^W 1., �, r}%�� •1•;CUP �'J rt ��..',! h'�.,fi 1Y01'I:i, r �, I.i �, .1- P!I,.�•�. ;' I ,. ,V',�\n`t•i ,�} 11g4t,f� •� '"`l �.i,�r� r 'I T l.`; !lA� •Y •�,,: r1. Y.�y .� �'",I" a. r.,{t .I,' :� �' . .i''Fti„•1� ,ll'• �,L. r�'Frl i� i..rM.P,a ,'r.,'71 �•�, /��j+' .�C��.'Y: I�J ,�.e �. .'xr. �W. L.f, 'Y '.� -Yil . �< f. "r' 'A, '-f.'•I •"I ii� !,. , '�,d i �,,LK�. ;�f�,�.1 .Ij� 1�df1.1,y•Y `'', �'� `ti1i ,; �.,y�,•�,i ." •i ri'"'�.�i�,� "Y.I 'i,i J. 1•�y"� 1 fi �', ,,,',, ` J �. {j�y. ������� '. �f� ,�1+�.ny,y r'' 1 �'``•:,, �'tt'i 1•. ,r�,m/," l'' 1 �� ,:'F' � Pl� vY 'ICI'}+ f� y,� �j e ,, ir. iil * v•,�,� �'i 'I :I''r"1_}' rl '�!. �_Ni :.�' . � e -� f , ... .....: p/ 1rMr :. CSCl' : • 1..V[ti' _l .,fd' M�.. y. .i t1L.. , a"A.2 O. �Ws�ljy .! �'L�ll�is `_iri l{...,.1_,. 1 IIQ1Df"!/[' f�7 i _.}..1L: 1i'.-'� .,v.r. .., .�11:Y,.. , .., .,.•,ter' . ;• , ,Y f. •I 1 I, ( ,,; t� ��r�A i��.; �.. / 1� 111 L � u "��•' r R41 �`+ ` ([ . � il'�+r'��.!`y �'`ir :�'^�- �77r'^ Rom' '*. Y a I f i' 1• iM , (� f ;1 1 lI SC k'EDULE r MEI' SUP.EINIBNT ;) OD PAYIMENT SECTION 1.. GENERAL 'REQUIR';MENTS Fa�::te:rtt for i.lhe furn7 .9 ng o7-a11 1 a I r. , material' s, and equipment lleCeSsary to per•i:orm all work i_ndicatud on the plans and described ;gin these speci.£icntions and spf:!Cial Provision: shall be included .gin rl,.;! contract: unit prices bid for the items listed os: trine pro-- NGsiil•, and no additional compensation will be allowed. Cocnpe,zeation for iten►s of work shown or described, but not: listed on the proposal, will bib considered to be included in the pricas bid for listed items. ?c: ]Anted items to bo includes', in the unit pricas Niel for various items listed an the proposal Cc-nsist of, but are not limited to, the followiang: A. Clearing and grubbing H , Watering. . _ C, Exca`►ation, back -fill, compaction, and disposal of surplus C , material. t D. Shoring anl.'/or sheeting. E. Asphalt concrete and Portland cemflnt concrete removal and f r*Plaoemeat. F. Rel.oca�t::on, br��,cing, or holding of public utrility facilities. G. Relocation and replacement of exis*-..ing signs and traffic control devices. H. Removal of brick and mortar bulkheads. 1. Gene, -ail finishing and. cleanup. SECTION ?I. PAYMENT Payment for Mints of work described under this schedule shall be t As follows : I •i Reinforced concrete pipe and appurtenance shall be paid for at the contract: unit price bid per linear foot. Cast -in -Place concrete pipe and appurtenances ogall be paid for at the contract unit price bid per linear foot. Junctions structu-es and aypurtena.:ces' shal', be paid for at the contract unit price bid per each. Transition structure (Alternate Bid Item) and appurtenan%:es shall be paid for at the contxaet unit price bid per ea:'.-h. Catch basins shall be paid for at the contract unit price bid per each. Abandon V.C.P. newer main shall be paid for at the contract unit price bid per linear foot. Coastruct brick and mortar !)ulkhead at the contract unit price Lid per each. MM"N^1 a *hall bi pate far at t,ha entreat unit price acid ' eaei:'i. t i i f' r' ,. i`, ;�`�� � yr �>� � �,�h i(r• ' �•;i: ••. g' 1 '+ ',�,i u ',,,,� � � „�: ,t �;,.,,-srf' �'� �' . � r', � � ;? � _tip' � , �'� r �}' �.� r�.°k , '00 1yY .�.• ' `� •+•�._ A:X:•�� .•.',': u. J�.:i �_.._r... __'_ „ �n ,.�9i'ye� ♦.�•.���. �._ ��.,,��1._�'r /:i.'�_+��I�N.',,.1�f:1���� AJ .! � �� �_�1 •�'• _ .� .Le.a el. "�.. � '• » ' ' '� .. ' '�'ti ,;� += � ,?or 1'�; �'r:; a'P �,yt;.n , y� ; .� � .,a s.•. ;.�Or[t� 1 ra ,r r l .r 1 , 1 H. Reinforced concrc::e box shall be paid for at the contract unit price bid per linear foot. 1 Reinforced concrete pipe to reimEorc etd o: n,.—:et:e box transi- tions shall be paid for at: the COntriWt unit: price bld per each. J- itelocat ion of traffic signal ash --ill be. paid for at the -,ontract limp sum price bid. K. Removal and relocation of water .ma.:n shall be paid for at the contract unit 2 nice bia per lincaar fvc•t. 1 S 1 (1 0 1 Y 1 r _66-- �) fit t �;�Y'tjY �i ,•{fir Wl�l.'yf'��� ,'.,., 1r:y•,,. 1 x, • , ' (� �;il,� a�' {/ _ .� �� (,�1`l�r�lj � �l'}Iyp.��yiS�i., `�1A4 �, •.. �QGT l�y ' i > 'y � �Y� '1 1 � � ,a, rl' F� r: �i r13�1 , ',�.. !/ .`,V�� +�ti4� .'' 1 i�4 `.1 ( r�r(, 'hl�• { � i, r ... i!.��(�. i°� r 11. ti..1. .. '` �+ i _, �,r4 it{�S�j ���•�. � ��At!r �1. L ' 1 INWAYAMP- r C C �I i 0 THE. GENERAL REQUIREMENTS OF YHE City OF HUNT INdfbN'BEAcH, CALIFORkiA' r. _...... .... ray APPROVES Maev DATE 1977 H.I'.1HAR.TGE ollocles OP rlrtit wallits 77"^� '`7117, }. ri, ! k ,•+5 i'�'. ' �« ,'A�(?!T`� 3 �, y' 4i�Ei ' ,r'w = ', R' ) • t r 1 �,ayi�yy Now- P • .�.�� � .�� ��. � it r�• YC �s �•� r,� T ���' . ���vTr MI' •Y r . t I 1. • f I I 6. Control of Matarials i a. Quality of Miaterials jb. Trade NrAmer or Equals c. Samples and Tests F ; d. Defective Materials 7. Legal Resat tons and Responsibilities } is a. General Compliance with Law b, Registration of Contractors c. P'er.mite and Licenses d. Patents e . California Fair Employment Practice Act: f . Prevailing Wage G g. flours of Labor h. Apprentice on Public Worke i. Public Convenience and Safety Accident protection k. looeation and Protection of underground :utilities ( 1. Responsibility for Damage .m. Public Liability and Property Damage Insurance n. Cooperation between Contractors o . Contractor's Ike® panoibilitx for Work. , p. Non -Responsibility of the :Lty. q. No personal Liability r. property Rights in Materials g s. Conduct Pf Work 6-. Prosecution and progress a. Progreem Schedule b. Working Days c. Labor d. Subletting &Ad Assigxwen. e . Progress ' df the Work ko, 1� ixe for - Compietiln 9. Charlact4 r' of wo=k 4fi g. Temporary Suspension of Wor h. Time of Completion and Liquidation Dawages i. Suspension of a Cash Contract . r j . Termination of a Special 'Assenumn t• District Contract k . Right -of -Way 1� Pres,Srvation and Cleaning m, Acceptance 9. MeasurwAtnt and Payment Zor a Cash Cbntra4t a, Factra and Foroe Account Work . b. Pibgreid, pay=hile ' o , Final Payment 10. Paym nts for a Special, Assessmrant Distr.i.tt Contract 11. Rid Prioe 1 ll. Chaarantee 13. Conflict Mith Special Assosswmt District Law 1/ ' ,1 � . � 'h; 11�'i - / j1 ;• ,., , 7+• e .'a , Y �' ' {•�11 �• L. i , i ^2 }, r (' •r � 1 r e i r 1 � r rt��' l •' . ' � � it-''; � . " 4 ' • .�+ I _. ' 1 ., l f r'L•I�Jl l",.., / •.7( i'i•kI.. A+as'ra' r ..1. •,' '_.'u. .:_ .,1i : r.i. .J:iY ....�•ia_' .V 1 .!~'i�•k 1' .._aL'.2 �ili R.�Yt Ia LAI.�La:✓16'1�'rirli.. yiEr. l.':k '1i.34.4 4,K-J,..' '. err .. r •, M 1 , .aG{iiY $d' .y ., .. ..� ".L •' a rW y L, .. •w1. 'ed•. ., ., INDEX THE GENERAL kXQVI ........,... dTN Mai AY1. THE CITY OF HUNTING*ft ZZWHC..+C�1L 7ORNIA 1. Definitions 2. PrOPOBA1 RocA,li:x it Exaeainatl,gj of Plaits, 8peecsAificat;lons, 8peoisl Provisions and Site o.4.4ork b. Competency of Bidders and Pay "j; fox Plans and specifications c. Propose.l rorse d. Proposr%l Guaranty > :. a. 'Withdrawal of *raposarls f . Publin..Opening, of Proposals g. Rejection of Proposals Containing J1ltteer4tions, . Erasuri a o or. urequIal ritiers . h. Disqualiltcsation of Siddeze 3. Award and E 60iAtion . bf Contr%at:, a<. Award of Contract b. Return cf si.ddors Guordntlils c. Contract Bonds d. Execution of a Cash Contract a. Execution of a Special, Ansessm"t Distriat . C',oatraot f , Fa l,lure to Execute a Contract 4. Scope of Work as Work to be done b . Changes in Work for` 4 dots kadt : traloct As$oAr c. diwj+si v Ir. 06rk � for° a s oul nt. Olatki. at Contract Project S. Control 'of.:,'i.he Meark a. Authoriiy of the Directdr ... b- -Drawings aAd.. Specs f iaatis►nr , c. working Drawings d. Conforait+ with Plans and .11f�,ltalerYLa+ion 6. Coordination of ;Plans and OLEO ►IM f . interpX'%"t JOA of Pl&no a.�,A 'S ai .w►it!irons h. Removal of Dee i' U 4*% ai4'004 .00 i . Srtperittkondtace , • ', j . Twin es an4 Grades k. IPUAI Itsoeot ► . i A i -- --� "�''.. ..l .u. 1141•'eE �i. �. . ..,.`'..�1.1. j: II U� 01 `b i fi ! 1 C1 1 r� lot, r 1 ' 1 Ir , iQ Cr 5 i C. C� �1 In ;r 5 N 6. Control of Mate�rials. ai . Quality o Materials ials b. Trade N&Aes - or f4uials c. Samplex -%nd Tests d. Defe+ctiVa Materials 7. Legal Relations am� fteponsibilities a. General Compliwice with LaW b. Registration ol,Contractors C., Permits and Lil,.eunes d. Pa►tenta a. California Fait I'%- ployinnt Practice Act f. Pr*Vailing WAgf,,% i g. Hours of Labor. h. Apprentice on VubAc Works i. Public Convenience and Safety a . Accident protect{ oit k. Location and Protectipn, of Underground Oti.li+�ies 1. Responsibility' for b-Aaage . m. Public Liability and''Proprartif Ymmage Insur"Ifte A. Cooper:ation between Cantrar,Loks o. Contractor's RJesponpi 4lity for Work. p. Non-Romponsi.hili,ty of ", the City. r. No Personal Liability .� r. property Righte .in Materials s. Conduct of Work 8,.' ProsecutIon and Progress a. Progrebs Schedule b. Working Days c. Labor d. Subletting Assigrinent e . - %:nd. Progrxe8p'. of th* ' W6 A—.4 TijW for Cowpletioi ChakAdt6r of Wbr � g . Temporary Suspension of Work h. Time of Completion and Liquidation Damages ' i, Suspension of a Cash Contract j . Termination of a:' ►tgacIal - Assessamr►t Distrio+: Contract k . Right -of -Way 1. Preservation, and Cleaning: M. Acceptance 9. X*asure0rnt And Payment for' a nfkarA i t e ti'' _ P.. Rxtra and -Forco. homant WO —Al; fir. Progress to o. Final Pa!lment 10. Pay=mts fox, a Special Assessmov Dis Utat 6fiiract 11. Bid - "Ads 12. Guarantee 13. Confliot With Spediol Aas*ssnent District Law' y ,. �( F Y r% 7 -xr r r rry.�y f 111, i •;se ., r �. ,/{/ p�y7 �r.:g-r• y met �„ r.7 +.1� .r : ��,�P"•N' ak ��,', j„ li�<'.'�tv ,, Yx, R. .V � � 17 �, •'.ir,)l . '. i!'"�, �y. (may' r .A7I':�RTf � ir',�'�' yl� rry�1'r Al 1-4 14 PW -. .� w��.� Ai l� _ _ �i'[�..SP.t�Yv..il2!".,'.., r ...!� ., • 1,1 ., /. iti '�. .L �� ♦;.�i :, r41 �. r t-.F i .ni`.�F. c.y .. 1 ". a- J. e4Una&.�.L ..r� ' i�� d w �,,. .. .. '.�d.. / • �- L. - �, rT,; p ,r .,• .c r r,� *;' yam' r• i r s � r• Y Ll Gt a Y �t •r I ' , t 1 14. C:orAf :iat with Federal, bKpiremmt• 15. Sa uple Forais A. Progress payments. b. Chango order (City) field. ce Chanse order (City) F*rual. do Changes Order (C*�=ty) A . H . f , p w gro; ere: to . Its a.ao9e Order ($tat an Faderal Pro joc . f . PaqueSt for Spr►aiAI ' lampeotion, g. Co rtifica►e of Insuranoa. ,r 63 r t t ti� ,✓'. t' e. y I7P,s y} r 1 i , ', • % ' ro . I 1 � rye+ ,'' , r� f' ,, � , •II �1 `� a i, � r�' � �r1,7/{���, ViW� (: f�' r 1 C ,. 'i,ti } ,ii111rrr"Illrrr ' y f! ry'17JI EJ C a 41b I WMM%NP~ Ap GUERAL eNUIPAMTS OF" THE CITY or--H-UNTINGTON-BMH,, CALIrORNIA Whenever, in theme specifications or other contract documents where these specifications govern, tho following term or pronouns in place of them are usadf the intent and meaning shall be interpreted as followst City of Huntington Beach# California. Street SU13,19.1- intendant Street superintendent of the C.,Ib.ty of Huntington Beach, California, Lirector Direct6r of Public Works of the City of Run-tington Beach, California or his authorized representative, W;y_- Clark City Clakk of the City of.'Huntington Beach, California, City Council Pity Council of the City of Huhtih tcmi beacb'#.California, City -.Attoxne* City Attorney of the City of Huntington Beach, California, Cdhtiact Con' fact. documats consists of the, thisfropo'salj:� Agrroomentr the 6o General R64direin6hts";of the ntradti. 'p "a or..: drawings and specifications, special. provisionsr detoxits, 6tand"A drawifi 11''aid oiecutog CMage didiire A "MVi 11" mod ifica- tiahs 6rsktiticorcrat4d $4 th4 ;4umots beftre. their execution, bonds and inftroUloo oertificatesm Bidders Any individual, fib;'' Cotaip-oi, a'arporiUbal, suMitting a proposal f6t the work lated; acting directly or through a duly authors sell resprosentative.': I Contractor The person or persons, co-partztersip or corporation, who have entered into a contract with true City as party or parties of the second J,art, or his or their legal, rer:resentat:ive. Subcont.ractp,,�:s A f L= oz corporation supplying labor, materials or. 4iquihawnt for work at the site of the project at an agent o they contractor, 1 Plana The official scales and full size detail drawings or exact reproductions thereof, adopted and approvad by the City, showing the location, character, dimensions and details of -the work to be done and which are to be considered as part of the contract. _ Speci.ficati.vns The instructions, provisions, conditions, and detail require- mento contained heroin or herewith, pertaining tv.the methods and ma=er of performing the work or to the quantities and qualities of materials to bo furnished under. 'the ; contract. Work All of the, work. of, tho project. contemplated and called for or shown in the contract doiumentii Galled for, shown. Indicated = Ancalled far`, so ' aiiA/or indicated- in' the specifications or on the drawings. Directed As directed by the City through its legal reparssentativa . i ! 'Approved, prt�per, S ►alp sired, . SatfcfactOEZ.1 Suitable, - ■ N�Nlwwll w� r i Iwwl�• ���w r N • .�.. lQ6ssA y As o idsed apir*6vud, . proper,, equal, roquirsatisfactory, suitabli di,., necessary int1w 3ixdg zit, ref the City an dObterAiyed .. the, birea .-.'.r• low Legal x6prosentAtive. . ut the City. { The CV.y Engineer of the City of R=tington Reache 1.1 13 it ri IM 11 Y� .i1',e2 r.]iidik�4nF�`.!�,iLN!�..all ad�•1LLF�'� � ... 1�6ihYCd.'.aa.�.ie,n. .J_,., .. „S ]: �..y ,!k ��n�.��.. .. :�•y.... .� 'e 'r_.`.'. ,i,. -.. .� �. .. ... .. ..... ... � _. ,,.. .. � ___. _.. ::._._.-... ......-, � �... � : 11 • Engineer The Project Engineer assigned by the Director, to be in charge of, the contract work as his authorised representative. Cash Contract A contract for work which will be paid for with the City general funds or other City accounting funds. A Social Assessment District Contract A contract for work which will be paid for under the provisions of either the Improvement Act of 191: an prescribed for in Division 7 of the Streets grad Highways Code or the Municipal Improvement Act of 1913 as prescribed for in Division 12 of the Streets and Highwayss Cciae. s f 2. Proposa ements 2-•a, Examination of Planal s cificatfons_t_ Bpecia.l Provisions and - _ f ■ r-.- wwr.r�. rr�rr C lEe of Work `• The bidder shall examine carefully the site of the work con- templated and the proposal, plans, specifications and contract forms therefore. It will be assumed that the bidder has inves- tigated and in satisfied as to the genera-1 and local conditions � to be encountered; as ' to the character $ quality and quantities of the work to be performed and materials to be furnishedt as to the character of equips►ent and facilities headedpreliminary to and during the prosecution of the work t and as to the requirements of these specifications. It is mutually agesed that submis►aion of a proposal shall be considered prima facie evidence that the bidder has made such examination. No verbal agreement or Conversation with any officer, agent or employee of the City either, before or after the execution of this contract shall effect or modify any pf the terms or obligations bmrein contained. 2-b. Competeng of Bidders azt�i rieya�nt for Plans arnd Speoifiaa�:ions r wwddersi■�w..r. r �w� r�rwwr��wrrirW m Plans, spccifications and proposal foam,will be issued o;,Aly tco those contractors who can qualify• as A 1 srpetsnt biddsxs . 4 charge will be r q required for the taking out of plans, none of which will be refunded to any bidder. 2-c. pro sal Form All proposals must be made upon blank forum to be obtained P from the office of the Director of publio Works at the Civic Center, Huntington. each. CaliforniAd The bidder shall aubmit his proposal on the farm furnished his. Proposals submitted on fosses other than the one issued to the bidder will be disregarded. d Oft VON" .GWOOrtip/ 14 I�x qi.. �w14�, ..�cYARd6l7110t7��i � _,� _: ; ._�_ ,.•. •�.,JP All proposals must givo the prices proposed both in words and numbers, of which words will prevail over numbers, air. must. be signed by the bidder with his addreLs and teleph . ne numter. . If the: proposal in made by an individual, his name poet of oUce address and telephones number must -Ow shown,. If stade by a firm or partnership roust be shown, If L'.:de by a corporation the proposal must show the name of the State: under the '.*we of which the corporation was chartered, the name of the corporation, and the names, titles, and buvir_e,su addesser+s and telephone numbers of .ths President# Secretary and Treaesxrer. 2Wd. Pro, ,. °al cuerantx., All bids shall be presented under sealed cover and,shall be accompanied by cash, a cashier's shack, certified check, or bidder's bond Asade payable to the City of Huntington Heach, for an amount equal to at least ton percent, (10%) of the amunt of said bid, and 6o bid will be c.on' sri.dered unless such caah, , cashier'se check, certified check, or bidder's bond is snalosod therewith. 2-e. Withdrawal of Pr a coals Any bid may be, withdrawn at arty time prior to the hour fixed in the n0tfce to contractors for the opening of bids;' provided that 'a r69usst in writing, sexei�utsed by the bitrder or his duly authorized representative, ' gor the withdrawal of such bid, is, filed with. ` the City . Clark. - The withdrawal of a bid shall not prealudice the right of.a budder to file: a now bid. 2f , Public ntxsc oL....°'.M:la. Pro *PO be operidd' and read publicly at rAe time and place ' iadicirted. in , the ' hd tine to ' cohtrc,ctorsr. Aidders or their authok issed ageatis 're invited to : be presents 2-9. Rejection of- ftePosale COntaining �.�; �►tiana,�. t�'ac&Xu=60 or rrs�g� ar .�eu •r��w�wrwwll���r�� Pro mtty,� ba rejefte� i if they show` any -aitesiratibnr; of forts, Additions not- called -for ean+dit.l�ohal 'or alternative bido r indwOl its bide; erartw" i or ir:ftgularities of any king. Any iiitwCeo "d iAeir gabs& ' 61 t : oorkections shall be initialed :oy tM bidder. fte right' iei reserved 'to reject any , or all proposals. 2-h. I I 1 1 I lore,' tbRn tole. proposal Mao an isdiwidua;l, s firm, a parts erwo ships a oor'kiratti0'nr Cal' '�dln asiocLatioji Umer tits• sa of diffsevint awres will Nibt be aonsidOW:4' ' ftsssonable ground for believing-' that airy lAdOw is intAre$Win' sore than sane proposal fog; , the work 'contemplated will cauoo the ... r.M......; �....�,-...... _.r.r.a...,N.� .._ .a �,• I •..��.'�71.��� �„�f ,� �...�17 R� �� � �/� ii' ����{N�''I''bp'�.: •i1 lfl, A 1 ,��J �� _ •".'.`� �_�� .Ir�r, �. 1r �+rr.ti►+ MMr�MW11�� �+W+tiYYM� M�Y4 1 V�I�+r1�Y��Y Q ;l W n �r ,' 47��'�!�'�1 �� �&� .. _ _ _— II�J�'i%�' �/+LT1�.111�iP+�IwKi110i�ii:'.S'�S�GJ a^' ,Ikw-�-'+�. "•r..w. - - 1. �.. ..' � .. ... . ',p • f r •1 • �, .. .. F * n ..-.., ...^!-w� t. aC�a.i.Lc..Slsa:n.L.l[drtklJ: vr:_ b y r � � " "r ;� �.y :.,v ,'., ' 1. ��' _,.L,flu�: e:•.•�..•P=. �.. ,l •a :�:. ', m:�:u�e,_. �.,•,- ,--' L' .,: N n -_,Vr rejection of all prop:- s in which mach kidder is interested. If is reason for aelievinq that. ' collusion exists among any or all bidders, any or all propossiis may be rejected. Proposals in which tha prices obviously are unbalanced."y be rejected. 3. 3-a. f 3-b, r C. f 0 Award and Execution of Contract Award of Contract The right is resetved to reject any and all proposals. The award of the contract, if it be awardeEd# dill be to the fewest responsible bidder whose proposal complies with all t J3e re,jsizements prescribed. All bids will be compared on the basis of the City's estimate of the quantities of work to be done. Faturn of Bidder's Guarantee Within ten (101 days after the award of the contract, the City of Huntington Beach will return the prop' osal guarantee accompanying sue)% of the propouaYs which are not be be con- aidered in making the award. All atrnex proposal guarantee will be, held until the contract has bash finally executed, after which thby will be retutrned to the respective bidders whose proposal they adcompaily. 3-c. Contract bonds The contrac%Lor shall furnish the three good and sufficient bonds in accordance with the requirements of the State Contract Act, the Improvement iAot: of 1911, or the Municipal. Improirerit6nt Act of 1913, whichever Act is e.p*)licable, Said bonds shall be cash, Cashier"A Check, dertifled Check, surety bonds, subject to State or Federal regulation. One of the said bonds shad bb executed in a suai equal to 100% of the contradt price to guarantee the faithful performance of said contract by the contractor. 1.+he +second bored shall 'be executed in a sum egu akl to at lealst 50t of'.the contract price to Ouarantia payment of the claim of laj,orers or mechanics who perfak'm VQ:Ok under the contract, and, t}hi; blaime o f 'Oersons who fuchish matarLals, supplies, manOactureid articles, equiposat or mabhi.nery tired or consumed by the contractor in the peflorme►nee of the oont tact , The third bond shall be executod- its accordance With Sootion 12 of tasese General Requirements, .�,,�...__ .. ._� �� ;.�_ .�.+.�.......-...• .�-- _�..�,.,.�.. _ .....r•�+�-,.._-yam... 1.. � M.7��MW ' t ,i Wherever the City of Huntington Beach hus cause to believe that any such bond has become insufficient, a do., ian-' in � f writing may ,,e mada of the contractor foi: such further or additional bond as is considered necP5isaryj considering the extend of the work remaining to be done. Thereafter no payment shall be made upon such contract to the contractor or any assignee of -the contractor until sL�ckr& further or additional band has been furnished, 3-d. Execution of a Cash Contract The contract shall be signed by the successful bidder within ten (10) working days after award and returned together with the contract bonds, to the City I;lerk' s office. Work shall commence within 20 working days, after the. contract haig been awarded. No proposal shall be cansideLcd binding upon the City until thec9omplete execution. of the contract by the contractor and theCity. The contract time shall start can day of contract Execution by the City. 3-e. Execution of a Specal al Assessment District Cont::act The contract shall be signed by the successful bidder in duplicate vounterpoirt. and returned, together with the con- tract bonds, within twenty-five (25) days from the first publication of the notice of award of contract. The • contractor, shall also vign a set of the. Piano -,.nid ape ciflcationa� for filing with the contract. No proposal shall be' -binding upon the City until the contract has been completely executed by the contractor and the City. 3-rf. Failure to Execute Contract railuxe to execute a contract and file acceptable bonds as provided herein within the time specified for the apt -.linable contract category shall be just cause, for the ammuLnent. of , the award and the forfeit;ira of the proposal. guaranty. 4. kgopA of Work a. Work to be Done The work to be done consists of furnishen all labor# materialso methods and procesees, equipment, tools and machInary, except as otherwise specified, which are.necessary and required to fabricate, install, or to constr'act sired ,put I.n . cornplitt a order 3 for us® the iroprovmments and appuxtenances daearihed and designated in the sgecrial provisions and in thacontract. 4-b. Chtg&e s n Work, or a Cirri �ori:���°.k.' .. Fro act �..�, The Direotor reserve■ the right to vw4e such altearations# ,. deviations additions W or omissfonn frcmi a.e plans and specifications, including the right to increase or deorea.re without limitation the quantity of any time or portion, of the work or to omit, any item or portion of the work, as may be � deemd by the Director to be necessary or ad.vis, ibla and to -71 • 1 M WVII/r+•��.er�sgM�/M� ,i�W�y��rr�ii►..+IYiMw.iAY16i� �� �M rN� A •�ui�'Y�Id�I� MGM ��I/Ai �.� '� r' R :��•i ,L @��y11�,1�1.�FTL 1f� �,i�^y Z.�w:• �{- ;4d�,ri.',.}�..�i._ !.S41. .!{!.1:'il�'. .� fi:�. L�.,e1a 1,��.1_.. �'' 'r,•r.".+�. lk�i �� .... �,.�,��++.w���1�',.w ��.. ._l rn1 1d �^�/. t,'r��P,L.%.�"r,i^•S �,i"L�,�•�i �'1t;1'�inf M• 'l�tie� r ;�+ .TA�it'.•A' Fa ' r,rk:i:�;c!"t,r't��a.R�:' ••:�•.�.��'�:_ 49a :`a`;.-'.t'Y}.� r' t i- Me)h ::Lac J. 1 L , J ! :�i :lc 1, t (, l" _ �? _1l . ;.. �:a`:�. il.; :i.1 i �ta�l in COnformlty ,. , �; `.i 30 �;236, :t.nclusive, of CII:i?:.t.,��: _I.. ?�:i_t�.i.: �_L-�rl '7 c t~tit� :,~c Ls .nd :i �Y.ways Code of t h,_I i, ai:,':: o.- (�,�,1.,,{ I:G,rnia, with LE'.�`'t.?rence to a special assessment 1.> er.�;,...c' Lnc car theYaxovi s ion3 e f the iInproVement Act c,a: 19.11 ^;. :n :tcrc:<<:t 3I1uc: trith th:a prravi siono of S@ctions 1U;:50 to IO i_-5'(, J..,ncl.usivc:, of Chapter 4.5 of Division 12 vf` said i.roots 1.1d Highways Code,, Wj.i Yi reference to a special -� assev_s�ft'!nt project- pe:lrfoniled under the provisions of the VMnicipal Improvemant Act of 1913.1 The i.ncluR;on or deletion of any such work shall be i-,t the bid prices if there are un:.t Y��e: IX., ae for such wor.!: I n tale bid on ��_l e, or otherwise at pY•ice- tr,; t cyre d 11►?on het_.,-een said contractor arid, said Street S. Contr:ol of thcr Kork 5-<:+. Authr►rity o . Director The Director shall. decide any and all questions which arise as j to the quali.6y or acceptability of materials furnished and work performed, the manner of pm.xformarce 4nd rate of progress of the work, the interpretation of the plans and spec;.fitat~ions, the acceptable compla+tion of the contract: by the contractor, and all questions as to claims and compensation. The Director's decision shall iue final and he shall have executive authority to en f ore a and irAke e f foo t i ve such deo is ions �}:ind orders, The contractor shall carry out: promptly al.l decisions or; orders :.f the director, affecting the work. -7777 i• ub i'"' NYnrw•r.wr�.r.w.•y�..�.�w.y.•r..�.rY..(..4 wwr wrr•.. •/,..•I a._w r_Yrn.rw.w.. l.wR.w.,rwr+.r...�..��•.w+HyW�r.. ,.n.y�.y�n+n,,ww�1 ,+.r. w�•ww�.w wwwr,�lw�M.... -SAMr�+w�.-r.1Yrr W1.•M/��r+�lY�n wM111,w.wr,s�,�wa. arawin s and ,c i. a iot1.� k'3ryured pha l:l c;c� .rer1A worm. n,:l ic�at cd but: not, ptart:i cular:ly c�►: to i lcd orapecif:i ed shLkl be r��ual t o i.niiar parts t;.ha'a aj.e dth tailed of Or E,�,s directed. Full :3i ze de'Lail > ahali t(ik,e nrecc-dence ovor kale dr.awYngs as to ihapa and details of `an!,trucfii.on. It i:, intended that rscale drawingn, full size dt�-tai.ls and spe-cif.i- cations should agree, but should any Cli lc.repancy or apparent error occur in plans and specifications or should any work of Ot:her:� a- sect: this work, the contracto7' shF-11, notify the Director at once; if 4--he contractor proceeds with the wo:.•k affected without instructions from the Director, he shall make good any resultant damage or defect. Any work called fc,)r by the di awings and not mentioned in the specir;.;.:Mi.ons, or vice versa, is to be furnished as if set forth by both. where not specifically stated otherwise, all work and materiaAls nec-cssary for each unit tof construction, including special Construction of any specific brand or shape of ma.te�:ial called for, even if only briefly mentioned or indicated, shall be furnished and installed fully and completely as a yart of the contract. Standard drawings of the Department of Public Works, lists, rules and iegulationn referred to are recognized printed standards and shall be considered as one and a part of these specifications within the limits specified. All. drawings and specifications are City property and must be returned when ordered. Additional Details; The City may furnish additional details to more� !UIT,y" e" ai.n the work and Barre shall b%t considered part of the contract do�.-nments . Where the work: is not sufficiently detailed Dr clearly shown, the contractor, beforo proceeding, shall apply in writing for Vditional details. Any work done by the contractor before receipt of such details, it not in accordance with same, Qrall be ramoved and replaced or adjusted, at his own expense. 5--c; . Working Drmwin s Working drawings or plans facility, not included in of Public Works shall be before any work involving unless approval is waived Works. for any structure, item of work, or the plans furnished by the Director approved by the Director these plans shall be performed, in writing by the Director of Public 1t is mutually agreed, however, that approval by the Director of the contraotor' s working plans does not relieve the con. tractor of any responsibility for accuracy of dimnsions and details, and that the contractor shall be responsible for 1 :z ;z — w"4w „�^'".�'j"",'!'�.'• .. .'�rtd�M�t�' ��'�. 'I} r ♦ tyr\ ,�♦��,`"�.,' 1 � a, `.ti►:� 1 j .'L,i�aV::s ire+�� '�'1 '� � 'M r y. . agreenii:t and u :,nformj � y of his working planer with the approve! plans, mica spacitications. 5-d. Conformity with P'Aztncs and AI.1r.iwable l:-eviation Pinivh,nd svrfacc::_., in all arse 3 shall conform w:.t:h the lines, grades, cross L-sor--tioit, and dimensions shown on the approved plans. Deviations from the approved plan: as may be requir6d by the exigencies of construction, will be determined in all cases by the Dircic-tor r nd authorized in writing. 5-e. Coo.,.dination of Plana and S,Eecifications These general requirements, specifications, spa.i.al provisions, the plans, and all supplementary documents are essential parts of the contract, and a requirement occurring on one is as binding as though occurring i.n all. They are intended to be cooperative, to describe, and to proviee for a complete work. U Plans shall govern over specifications. 5-f. xnteri2retation of Plans ar,._ conci€ications Should it appear that the work to be done, or any matter relative thereto, is nat sufficiently detailed or explained in these spec:.fications and plans, the contractor shall apply to the Director for such further explanations as may be necessary, and shall' conform, to such explanations or inter- pretation as part of the contract. The decision of the Director shy ll be final. 5-g. Ineeticon C The Director or his authorized agent shall at all times have access to the work during construction and shall be furnished with every reasonable facility for ascertaining full know- ledge respecting the progress of the work, workmanship, and they character of materials used and employed in the work, 'r Whenever the con -tractor varies the period during which work is carried on each day he shall, give adequate notice to the + Director of Pulic Works# so that proper inspection may be provided„ Any work, done o;a holidays, (holidays defined as those in Labrr Agreements) weekends or unusual hours beyond the normal 40 hou:L: tieek, will require prior approval of the Engineer and application and fee for special inspection at contractor's expense ( see special ferias) unIftes ordered by the City. Any work done in the a►bsoncsee of the i2-. Apaector will be subject to rejection. The in:;peaction. of the work shall not relieavet, the contractor of any of his obligation to fulfill the contract a►s preUM scribed. Defootiver work shall be mAde good, and unsuitable materials may be rejected, not withstanding the fact that such defective work and unsuitable materials have been previously accepted or estimated for paymente .....y-Y. _.. ��--...__.� .. �..�� .?.. ._.» ».._......�..._.wr._.�wy......• �R._�_._was.-.�r�.�.�rw�w..r�r-.`.�.»._�+......... .._ � ..'.,�.. — . , _ �'M•�+��+fir .w1.r+wwMswr�r�..r..,r.,.�..rrws�r�....�..• :) The contract..or shall prosecute: work on any State Iiiahwriy � or within any railxaad right of way only in the pre:rerice of t .2 in �,pn to.r. representing the .3ta.te Division of Highways or the rail: oad Company and any work dor►c: in the ab.3etice of said inapec tur will he subject to rejection. ;"lie con-- tra :tor shall iiiF%ke �-he appropriate notification -,ccc,.rding to the ins ruci�ion 7 iven or, the State Lncroachme:nt: Permit or ra llroad permi-I:. .For all inspectionE, and shn.lI poser. all } bonds and Certifications required by the permit. The permit shall be acquired by the City. However, the contractor may also be required to secure additional pezmit:s under h1a own naiiie, which parnits shall be: proceFio dl at the contractor's expense. The contractor shall pay for all testing and inspect -J.ons required by a State Encroachment Permit or C railroad permit. 5--h. Removal of Defective and Unauthorized Work All work which is defective in its construction or does not zneet all of the requirementa of -t:hese, plans arid/or specifications shall.) be remedied, or removed and replaced by the contractor in an acceptable manner,, and no compensation will be allowed for such correction. Any work none beyond the limits of the Lines and grades shown on the plans or established by t fie director of public L_f [Forks, or any extra work done wit':out written authority, will be considered as unauthorized and will not be paid for. Upon failure on the part of the contractor to comply forth- with with any order of the Director made under the provisions of this ar t:iole , the Director shall halre authority to cause !:f defective week to ;ae remedied, or removed and replaced, and unauthorized work to be removad, and to deduct the costs thereof from any moneys due or to become due the contractor. 5--j. Superintendence Whenever the contractor is not present on any part of the ` work where the City desires to gore direction, orders will be given by the Director in writing, and Shall be received and obeyed by the contractor's super,indentent or foreman in charge of the Particular work in reference to which orders are give;, 5-J. Lines and Grades All distances and measurements are given and will be made in a horizontal plans. Grades will be given from and referenced to the top of atakerr or points, unless otherwise noted on, the plans. > 'I-4R�� ,5 �A �.���, �4�S•�� lA'Ifi^^F.�..,, �1�Y, ���. �'K •'��, jii��'�i'��'��� '.�, '�"'11�!"��. ���„ I� M Q The contractor shall olive at loast ?A hours notice in W itinq when hz- will requiro the sarviefis of the Director for laying o►!t zrny portion of tyho work. Thn contractor shall furnish the: Directoi- oucyt. fa.ci.11ties and labor noc;�:srjary .for making and maintaining points "nd lines as lip: INly roquiru The contractor shall preserve all stakc4 and poin-tc set for lines, grades, or measurements of the wcjxk in, their proper pla::es until authorized to remove. them try t:ha: Director. A11 expenses incurred in replacing statken that have been removed w.1.thout proper authority shall, lie paid by the contractor.. The contractor shall be responsible: for the hiring of a regis-tered Civil. Engineer and/or licensed Land Surveyor to layout: entire work and provide all necessary staking whon special provisions no indicate. 5•ak. Final Inspection Whenever the work provided for and contemplated by the contract . C shall have been satisfactorily completed and the final cleani.nq performed, the Director will make tho final. inapecti.nn. 6, Control of Materials 6-a . Qual.i.tY of Materiel � a .�.�.......... ..+..+ Materials shall be new, and of specified kind and quality and fully equal -to sarcplets when samples acre required. When the duality or kind of material or articles shown ,and required under the contract ie not particularly specified, the contractor shall estimate that the City will regpU a articles or materials ' represe•-: i.ng the beSt of D _ claws or lied or at least equal 9 to the olaas or qual ity of similar articles or materials that are specified. Materials ©hall be furnished in ample quantities and at such times to insure uninterrupted progress, of the work. Same shall be stowed properly and protected ace acquired. The contractor shall be ent i.rely responsible for damage or lose by Breather or other cause. 6-b. Trade NaRAB, or Egaal �s It. is the intent of the►se specifications to permit the con- tractor to oupply any of the materials specified or offer an equivalent. The engineer shall determine whether the mate'riai offered is equivalent to that specified. Adequate time shall be allowed for the engineer to make this detarmination. Whenever; any particular material, proceas,'or dquipmnt is indicated tqr patent, proprietary or brand -name, or by name cif manufacturer, such wording is used for the purpose of facil- itating its deacri.ption and shall be de4md to be followed by the words "Or approval egu&114• q ..--+YYj.�����ti.+���..f-�.-..., .•r.•-+, ; .M!M,.aaM.a �.�1 (,Y. y; r1r r r•V.i rl , n.i i.'5,�� J . r ;,! ,,f ..• i 17 .+'�l • ,OVgFJ1O- e E .46 A listing of mat,ari a is is not intended to be comprehensive, ar in order of; prefercnca, -Nha cantretctor may offer for approval any mat e.rial, prooer,s, or cquipment which. ha c:onci.ders to be � equi.vnlent to th t i.ndl,cat:ed. Unl asn ot'Ze r'V lairs authorized l;:y the ;engineer t lie rubatantiation of oftern munt be suh- mj.•r,.ted within 3 - clays --►,:ter award of ccnt:ract:. The contractor_ shall, at his expense, furnish data concerning items offered oy him as equivalent to those rrpecifi,ed. He shall have the. material tested as required by the engineer to &!-t;e. mine I.h.at the quality, strength, phys:l!—al, cheanical, or other char cterin ics, i nc;ludInr3 dear ,bi7.it~5►, f i n i.-sh , efficiency, di.menaluns, sei.-vice, and .+ui.t bili.t:y are such that the i t,eni will fulfill its intended function. Test methods shell be: subject to the approval of the engineer. Zest results shall be reported promptly to the engineer, who will evaluate the results and determine if the substitute item is equivalent:. His findings ,shall be final. Installation and use of a substitute item shall not be made until approved by the engineer. t If a substitute offered by the contractor is found to be not equal to the specified materi.-E.l , the contractor shall furnish and install the specified material. The ape ci f ied contract,, completion time shall, not be affected _t by any circumstance developing from the provisions of this subsection. F--c. Samples and Tests At the option of the Director, the source of supply of each of the materials shall be approved by the Director before delivery is started and before such material is used in the Fork. Upon request of the Director of Public Works, representative preliminary material samples of the character � and quality prescribed shall be submitted, by the contractor producer or manufacturer of all materials to be used in the � work, for such testing or examination deemed necessary by the Director of Public Works. All tests of materials furnished by the contractor shall ba made in accordance with commonly recognized standards of national orclanization, and such special methodw and tests , as are prescribed in these specifications. The contractor shall furnish, at no cost to the City, such samples of ma►tsrials as are requested by the Diractror cf Public Works. No material shall be used until it has been approved by the Director of Public Works. ^, Materials requiring test shall be delivered in ample tima before intended use to allow for testing# and none may be used before receipt of Approval. All approvals or decisions will be rendered in writing. r� '17i,,.,q 1J �v� l � i�• � I � /•'�' I� � Y'�t�� �l /�hr����J y 6 5! �r� i� Yi'��� �I� ,i41• ��� r, � W�1717 �� ���V 1•�Y� . I Samples that are of value aft,�,r testing shall, ramain -the propwrty of the contractor, 6--d. Defective, Materials All materials not. conforming to the requirements o these specifications shall, !De considered as defective, and all such materials, whether :i11 car- not:, zh ll be rejected < and shell be removed i=ie:d:iately from the site of the work unless otherwise. permitted by t:hr•. Director of Piabl.:ic Works. No ro jected materic.l., the deferte of which have been sub- sequently corrected, shall be used until approved in writing by the Director of Public Works. Upon failure an the part of the contractor to comply with any order of the Director of Public Works made under the provisions of th.ie article, the Director of, Public: Works shall have authority to remove and replace detective material and to deduct the cost of removal and replacement from any monies due or to become due the contractor. ' C 7. Le a.l Relations and ResEonsi.bilities 7-a. General Compliance with Law The contractor shall keep informed and observe, •=nd comply with, and cause all of his agents and employees to observe and comply with, all prevailing Federal, Stage and Municl.pal Laws, Ordinances, Mules and Regulations which in any way aft:ept the conduct of the work of this contract. If any conflict arises between previsions of the plans and specific- ations and any such law abwve referred to, then the contractor shall notify the City at once in writing., The contractor ! shall protect and indemnify the City or any of .its officers, agents, and employees against any claim or liability arising from or based on the violation of any su^h law, ordinsnce, rule or regulation, whether by himself or his agents employees. t.' 7--b. Regi�atz.-tion of Contractor R Prior to the award of contract, the con-1- shall be licensed in accordance with the provisions of Article 1 to 9 inclusive of Chapter 9, Division 3 of the Business and Professions Code of the State of California and Amendments thereof, providing for the registration of contractors, and defining the term con— tractor; providing a method of obtaining licenses to engage in the business of contracting and fixing the fees for much licensee; and prescribing the punishment for violation of provisions thereof, as amended. t' 7-c. Permits and Licenses, The contractor shall proxta;e all permits and licenses, pay all char as and fees, i►iYd givo ill noticeR Ae 6esssasry and incidental i to Res due and lawful prod6cution and completion of the work. 06 &i6A _WWAND-ft 7--d. Patents The cont--act-or a,'zall assume all JJ-ahi lit;.y arifiin;F from the use of patented nateri.als, equipment., devicois, or processe.s use;. on o:t: incorporated in the work. 7--e, California Fair E.n �Inor:t Fracticc! Act TIFF contractor shall. ut•.il:lze fair a-mployment practices in ac,coi:dancc; with C ,iforni.�� Ln'l-nox, Cod_n Sec":ion 14 -10 et: seq, 7--f. PrEv<i•ling Wad 'the contractor shall forfeit as penalty twenty-five dollars ($25.00) for each laborer, workman or mechanic employed for each calendar day or portion thereof, 8-ach laborer, workman or mechanic is paid lens then the general prevailing rate of wages stipulated For any work done by him, a- by any subcontractor under him in violation of the provisions of the Labor Code, particularly Section 1771 to 1721 thereof, both inclusive, providing for the payment of not less than the general prevailing rate cf wages for legal holiday and overtime work or, public work, providing for the ascertain- ment of such general prevailing rate by tho public body awarding the c:onuract, providing for the keeping of records of the wages paid all workers engaged in public work acid the ..napection of such records by the proper officials, providing for forfeiture for each calendar day, or portion thereof, any worker is paid less than the said rate and for a stipulation to this effect in the contract, and providing other penalties for violation of the provisions. 7-g. Hours of Labor The contractor shall forfeit, as peral-.ty; twenty -•five dollars ($25.00) for each laborer, workman„ or mechanic employed in the execution of the contract by hint, or by any subcontractor under him for each calendar day during which said :Laborer, workman, or mechanic is required or,permitted to labor more then eight (8) hours in violation of the provisions of the Labor Code, particularly Section 1810 to 1816 thereof, both inclusive,' relating to the hours of labor on public works, by requiring contractors to file with the awarding body a verified report as to the nature of any extraordinary emergency when their employees are permitted to work over eight (8) hours per day, together with the names of the said employees, and the, hours worked per day making failure to file said report within thirty (30) days prima fe►cie proof that no extraordinary emergency existed, also making it a misdemeanor for any contractor or subcontractor on public work, or agent thereof, to fail to keep an accurate record showing the nat'm of " the antual hours worked by *ash workman employed by him in aonnedtion with public work. 4� z 1 ,7r, •���" P � .. i". �' �!.i Y:R� :�1��1�`�li �' li�'yW .. rT r�'1�;1. is 7--h. L2 r. �ntica un PvihIic �gorks The contractor sl--iall utwili%e apprentices on public works in accordance. with. California La?> -- Code Section 1.777.5. 7-1. Public Convenience and Safety Thoa contractor shall rjo conduct his op► -,rations ) a to cause the least possible obstruction and inconvenience to public traffic. Residents along the road, st:ree L f or other alignment of Laprovements shall, be provided convenient access to driveways, houses, and buildings along the road or street, and temporary crossings shall be provided and maintained in good condition. Not more than one cross street or intersecting street or road shall be closed at any one time without tha approval of the Director of PuW.ic Works. The contrractox shall furnish, erect, and ma,.intain such fences, barriers, lights, and signs as at:�2 necessary to give adequate warning to the public: at all times that: the -road or strf st is under construction, and of any dangerous conditions to be encountered as a result thereof, and he shall also erect and maintain such warning and directional signs na may be furnished by the City. Strict prohibit -ion against committing any nuisance in or about xe work must be maintained. Coveniences shall bo provided for employees and maintained in sanitary conditions. At street crossings and where existing driveways occur, the cortract:or shall make provision for ditch crossings at these points either by means, of backfills or temporary bridges ass the Director of Public works may direct. Free access must be provided to all fire hydrants, water gateau, motors and private drives, and means shill be provided whereby all storm and waste water can flow in the jutteers uninterrupted. 7-j. Accident Prevention Pr caution shall be exercised at all times far, the protection of persons (including amployeea) and property. The ,safety provisions of applicable lags, building and construction codes *hall be observed. Machinery equipment, and other hazards shall be guarded or eliminated In accordance with the safety provisions, of the California Industrial Accident Commission, Federal nod California OSHA, State Industrial Safety and the "Manual of Accident prevention �n Conmtruction" published by the Associated General Cantaraatore of America, to the ext*nt that ,such provisions are not in rontraevention of applicable law. _.._�7......� 1 r•Ir.•r.�..� r>lwr.ai.�rr 7-k. I:to;:nt•ion and Protec -ion of Under -round Utilities The City hao shown on the plans, thEt approx.it-iiate .l.oc.4ation of known undei ground uti.l.ites, :iowever, the. contractor is responsible to notify owners of all lower, telephone, yas, oil or other utility lines or structures i►:-fore starting to mark out in ;he field the locations of their facilities in the vicinity of the work and shall. notify the City of any interferenre with the construction of pxo ject and to protect in place and/or r--,quc;;t rcl.ocz-.� Ur.;n of, or prevent damage to thene EaC i.l it:ieS . In the event that every precaution is riot exercised tc avoid such damage, Clie contractor stall be I Lable for all damage due to his operations 7-1.. Responsibility for Darla e The City of Huntington Beach, the City Council, appointed or elected officials, commissions, boards, any City employee or servant shall not be liable for any loss or damage to the Mork performed pursuant to tbie co:tract or any part thereof, or for any material or equipment used in per.,orming the work, or for injury or damge to any person or persons, either workmen or the p-ablic, or for dainage to property adjoining they property on which the worm is being performed from any causes whatsoever during the progress of the work or at any time before final acceptance by the City. The contractor shall indeannify and save harmless the City of Huntington Beach, the City Council, appointed or elected officials, commissions, boards, City employees or servants from any suits, claims, or actions brought by any person or persons for or on account of any injuries or damages sustained because of or arising out of the performance of the work contemplated or in consequence •..hereof. The City Council may retain so much of the money due the contractor as shall be considered necessary for payment of the clam and attorney's fees until disposition has been made of such suits or claims for damages. . 7-m. Public Liability and Property Damage Insurance The contractor shall furnish to thm City and maintain during the life of the contract a public liability policy in which the City is named as an additional insured. The policy 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 e 'I'M policy shall provide for not less than this following amounts: C 1 •d 8i�nale Limit eodJly Injury and or property eamage InalgLiAg trodggto Li i e $300,000 COMIn"s n9a 11MLt qtx OCOUxresno• 6 . ... .. .. ram..._.... •.,........-+-TYrT .... .-... ..�..�1T� � � � I wl. .� 'F ti M C' C e Contractor's Res�r�nsi ibiZl.t_X mar Mork Until, the formal acrs-,ptance of the work by the City, 6.:he contractor shall. have the charge and care: thereof and shall bear the risk. of damage to any part of the work by the actic n, of the elements or from any tithe ^ came, whether arising from the execution or from the non -execution of the work. The con'Uract.o.r shall rebuild, repair reE,tore aric: make c uo:� _;' 1 �t�::;:.��r�: t:.a any po.: tion of tM work occasioned by any of the above causes be foze its completion. and acceptance and shall bear the expense •t.heren, except for such damages as are occasioned by acts of the Federal Govermnen" .and/or public onemy. In case of suspension of work ,frt. in any cause whatever, the contractor shall be .vesponsible for all materials and shall properly store them if naaessarv, and shall provide suitabl s drainage and erect tempo;:ary structi.res where nec�!issary. 7-p. Non -Res ��nsibil:ity of the Cit ► The City .shall not be responsible for damage or loss from any cause to the work os site, or other property, or for injury or loss of life to peraens employed,, or to the p6blic. The contractor shall te►r:, out and pay for all accident, c:om- penssti.on and fire insurance necessary, according to law and assume all risk and responsibility -until the work: is finally accopted by the City, all as hereinafter specifi(A. indebtedness incurred for any cause in connection with this work must be paid by thz> contractor and the City is hereby relieved at all times t::om any indebtedness or: c;!.aim bther than payments under te=s of the contract. 7-q , No Personal Liability 7-r. Neither the City Council, the Director of Public Works or any other officer or authorised asacsistant or age:at shall be personally responsible for any liability arising under the contract. Property Rights in MaterialsAN Nothing in the contract shall be construed as vesting in the contractor any right of property in the materials used after they have been attached. or affixed to the work or the soil* All such materials shall become the property of th.a City upon tieing attached or affixed. Conduct of Work The contractor shall observe that the =ity reaerv0s the right to do other work in c aRnection with the project, lay contract or otherwise, and ewe shall at all times conduct this work so as to impose no hardish:ip on the City or others ,enijaged in the work. He shall adjust,, correct and coordinate hie;; work with the work of others so that no dtacrepancies aha►lr 1 result in the tthol* work. "'4MR41AW4+• I Such policy shill provide coverage: at, leek;t as broad �Asi ;:heat provided iit the Standard Porn: approved by the National , LIrcau of C'aBlIal.ry Un(Jc�,Iq_ritent a;�,tYk�r��rt: %ire r.equi:.x•ed to cover the ri.3ks i:nvolve&. The contractor shall arrange for the policies ►%- ) be so con- ditioned as to cover the c:f "Extra Work".. should such work: become neccssary. Prior to the coimmencem^nt of wa rk under the contract, evidence of insurance shall be _. urnished on a form provided by the C:i ty " end no other form will be accepted. In addition, the con -- tractor shall furnish evidence at a. Mn-ri.tment by the insuraance company to notify the City of the expiration or canrellat...on cr any og the insurance policies required hereunder not less than 30 dayo before: any change in coverage, expiration or cancell.- ation is ea' fe(.tive. The contractor: will be required to secure the payment: of Workmen's Compensation to his employees in accordance with the provisions of Section 3700 of the Labor Code. Prior to the cornmencement of work, the contractor shall sign and file with the engineer a certification in the following .form : i am aware of the provisions of Section 3700 of the Labor Cade which require evexy employer to be insured against liability for Workmen's Compensation or to undertake self- insurance in accordance with the provisions of that cede, and S will comply with such provisions before commencing the performance of the work of this contract. Said certification is included. in the contract, and signature and return of the contract as provided in Section 3--1. 03, "ExMcution of Contract", shall constitutf. signing and !:fling of the said certificate. U The coat of this insurance shall be included in the pricers bid for the various i!:eru3 of wa rk and no additional compensation will be made ther+3for. 7-n. C_ a„oo eration Utween Contractors Whexe two or more contractors are employed on related or adjacent work, each shall conduct his operations in such a manrie3r as not to cruse: any =ecessary delay or hindrance to the other. Each contractor shall, be responsible: to the other for all damage to work, the person or prcpertyp or for lose caused by failure! to finish the work within the time specified for completion. IA"%� F_-MPft 1 ��r•w w . .r I Tho contracr. jr -shall lal"C7'o �C��:t, � t �' .;,r)�, ?'.�, .:'�. �t,! � i:Clf ll., liiacIiJ.ne,ry, T,� aff(:;Id il ng, !'rt1fia work fo 1CA C:CS)'A,t-C,:).;a 0..1 the execution of the 1?nr`;. ErluAT—Iu tzt U.'r)" !:? LL r.Ad :QU—.It's! arid c'i3 cipZ'2"o"1C•d . ',i'Y?E: C'Unt:i'ai L:oi' F9:1`aJl 3.,%t1C.'c.; ti.l1C1 yLjp,. 1: \rj.:;f:,' the cons truc:t.iorl for wrhicli aa' r'111a�tl7. be responsible vilicxo work of r. ne- trade .jr :1.11 ) i,.3 on-)':1)�-!r work, the »o ohall be no disorey:,- rxy when Yia�iio :-,s c:o)nnl, fvLe-d , In ongaging work with other later i-aIx: rn,n7-tiny or same will. not. be parrAt:t:ea. Should imp�:oper. wor) Or ally trade be covered '�y another which r.ESalts n daw. qr.� car defects, they whole worn affectod shii"J be niaelo good w i ti out_. expense to the City. 8. Prosecution and Progje: di3 N-•1. Prot xess SchE;�d��].a D w�_br When, in the judgement of t1te City, {t beca-xiie3 rx(..: eaeary to accelerate:: the work, the cortract:ort when ordered, shall cease work at any particular point and concentrate his forces at: such rather point or points as directed; and execute such portions of his work an may be required to enable others to hasten and properly engage and, carxy on their work. 8 -b. Working- Days Every calendar day except~ Saturd aso Sundays and legal holt.ditys is counted a full working day in figuring the: work-J ncr dayr� allowed under they contract. No work may be performed orl Sundays and holidays,. except as ether wiser provided aa:: herein. Sea paragraph 2, Section 5..,g, page 6. R-c r ]Labor The contractor sha;.l observe stricly that each and ove:.r.y kind of work shall he performed by workmen,. laborers, or me cr anics especially skilled in Lite class of woak required and Clia:` wOO*_*Ocm�sn9hip shall be of the 'best reya�rdZ.ga►�a of :hey rua'. i.L`.y of m:at:erial. The: contract -or shall provides, at all times, e..ffi.cient com- petent labor to properly accomplish :he work and to insure completion of arch part in accordance wl.th schedule and with they time agreed to 6 The contractor shall retain a competent superintendent to direct the work constantly during construction rind to represent the contractor at all tunas in corxtreacti.on with the contract* 8-d. Subletting andl__hosimAt Miw.l�i ri��111�1��i1Ol�� The contractor shall give Lin personal attelrnt..on to the fulfillment of the contract and shall keep the work. iinder his contrail.. •.Lq_ v • ++w��.+�....w..��,..�.w�...w���r+.•�M�...+�+4.�aww�+i�rr��,..�•�i�we�r�•.r+++r�Mww�++MMw1YMYrai.YYW��wY�rl�+rr.,.M+MMMww��ww�rr+�r_..rw�.��� b�•+M�.�M�w.• +w.�w+�.aYrw'y�"�R!'l��NF \ ry ��1{41�� 1�,y'4�i�'�"1lj�.'�'�����^�jp'��*t� �!,'��.+. ,�. .�F� �.'i :(�:1�. .�f."��1��. �f t� !�;S�Y.i :� ��,�i7r ..•1���� 7f•�(�'"k•:.���;5.7i'r� � h ♦ .. � . /`�, .?L`C'1_ ::i.i.'.''. �•';f':C17"(.��.il(r i.!l ? li.'.'."t?. �:1.'_ (1t,1.` ?i�) ::.11):!aI'�;;�t:.l.C)Il !. 1•ili!a,'2.'t;r�, t l—.L!.' Cont- ., )r +_'.lit: t'Y(.)��1: •. 7:5 1:1.7.1. I10t'. inn a] ). :( `± ��.E:'. 4ti'G)'i': )?� C:U:{1:. � �'la(;i:.' (ti17 will be Ofi' .he W1.1.1 ) E' (r_•16 -,:i c,:,..,1.1)1.c_ J-oi: t*h.r .:A- w :z):k ( which !:0h;.�1. L 1,e �,, ub jest~ -! -r:wi io.. Ofi.:!1.'.. c:ans,rac t and s.3,Er�:S:1:...�:,_�.4.':)ns - s. Th(_ ,;ui):ALti.An a 'old for the t,�orlc, by h-,; ;-,�;I1 l,,boi: ��a c.:e,. or, organization, wc0- to nl7t: .;_'Us-,,. 1-hen JO perc 'ri of thu- obi.ziined by subtractingti cslu `lie origi-nal C::r.`•'_t. 1"�iCt; �T�:l�.l!'_'. i:tl'' !;.UM Of :.111r :'.t C:ll.i t:h :t: may be C o-fl.l.gi,7F:i•i"G::1 ...11 thu. }?C C''_ )1. '•J)_ov.l.!.-J_on :'Or:l:'i:iiC.'..-, ii'1%.:�..� Ln ili.. ?),7'i.tf:)(:,,'.":i:tor1:11 t:!1C: i1c1Ln t; r.0 ;).... .tJ? lit ie1:`i'1._ n;: 1. 171O'. 017 .. _,ii o r :iul`vIC 121 to tale in ; )... of thy, or ono h,)JJ_- o1 %.-me ;_ ri:i:C:r�nlL Ci;. thf! a11(1 ;S7 _l11 =iC,;: 7:cwt:il thF: �iC::;c;i':'�.1:)LJ.or1 r,f t:f,r pol- .-i.;_,:± c) ;:...: worlc ;t.�.r..%1 c'�i:! �lull(� by iv:. J..:' ful1v ( tie l i- •.LGc! t:(_1 1:•. :�-�.OS:rtl o 2,11 nol: set: fo;: ,.i). to b(.-! %c:i fc),"m :such 1):. t.. iI f:. ;','G:;:::. `_Pl1'. l::;illt:l:.. .Lt; tl.il. 1:11':�3: 'c1J:C:(s:; i 0 yUS:r11.;:ill. ? ar,tcr!:. l,niid: �i1iu, �.Tis,Li7:c i1c.c. hPL:1 1'_:' 111>:C'_(:1 or, (�i: t:fi _ vor1� :.: i b :.'.t.' b ,:li'.:.! CQnt— ictoi. _.Ci not: } C-41.:)'i j)r 1',...t:1.11, _ Lj'j ,'�. 111.1`.11c '1.' :t"1 1^L_�L'"'� to {.:ham Dire-ctor oj: F ul.'_. c Ior 111'`_'. U 111)C.()1 f•'.0' : 1-411. 1. is f?aii c ,,e,d in=edl:cn-Y:GJ. on of the l).+._: � c t�r3:.' ofPLs,': :.(: VTorI:!, and shal.. no i ai.n be !:.iti)!.Q1'i'i On uCu."I".. zyations and/or dut.ios of the contrstct~or i.ri IJ-ke or any 4i' the ^on tlrart shall be made (.nl y rh.(: (-^ors,!nt:, and approval of (Lhe. C..: 1 Counc.U. of it ery•i�. ezl :►:(t:gt.:est 1by the r-on"ract.or. of the Work— and Time for Completion The contractor begin w'ark within ten (10 ) days after rPa;::i.vinq notice that, the contract has been executed by the City and shall diligently proseria't a the same to oomplat t on 1)efora the expiration of the time specified in the propo3a1, Hpocif ications; and./o)r c ontrznet. +. ••f A �IMtiI'd+•Y+wti''*.�.,�.�.,+..r.�. �w��`yw++way..��.4...•.�.Mrs+�...ow�.iYY1w�Y�w..,,..�r++w.rwhrw �+d�.w..nwn: i�r.r�arr.uMrn� 21 ` � �.�.`+�....�....•wn,.:.`.y�r�.�rw..�Wwh•.M��N�Mw�M w�ww.:..h.rYw••�..•.r.«.M..ra.�..�rr �, f Cbitrixct:er of Workn!t'u if any subcontract~oior parproz) mp:kuyad Ly the r.on;:rac;to.)%, J7.11dz: fai.] �� • iefuse to carry out thec51.x°ecl:intls ay= r:ti�i Dic-ftctar t,) F'riblic Wcjrkt: or Shall. appeal:' to the D.ir, ctr;;; of 11tibl. i.c Wc,',ka to hn inc-ompetent ox to act in at dizoi: erly he shal..] be diuch ar:(,ved immed ately tat -on � r".quent. of tti_� ►i4.1 e.c:toz of Public Woxr;:�+, and sl:ch pension :q;: -n b nm?lvyt c], on the work. t;..+�. 'i'E;,:r�]:•tary :,tiri;l+:_Ilr,i.rra. .. �rcrl-. i cf E-UhLic, :dorkt3 have the authority to ;:.11c-i?,"l f h! , work wholly c:+ ^ In part, for ::iich period ae Iles � i:�r, l.0 L'.0 I i1.,jU i .).''..C: or i.C1 Bt1ci �:ondklk.:iono r:a;: earc con., i.dered unfavorable for the of t h(� work, c):: for such t;imr-.! as he ri i c:10t;:111 :i.;arN.T. due t the failure on the part of �he con'-- i C.':`.:ry nut: or,.M s chive, or to perform any provisions i ('(_'R :l:aci�C.)%, Ji•Yilns-AJxA,-.t'�1y obAy all oil i-il l):1_„' +::i:t'i: l.7f .'L.C:1_ic Wnzkv and st al -I i1.ot Y.'esurtic the in by t h(_- D1•Zectror of ��,,�; '�•� _ :� �. t>: ,�.?i:.'.ti5i"t i i71 i., i.(?tij_f�c'iti.c.:Ci ?J.::ir11i� f'► �; . _, t:1 ��r.��. ; J-nz� t o t:?tf:: contr;.,-�t: that in cave all contrart :ii; not completed before. J?' l'.(_`:):? ` .Lc' �' _.;... i'_i.?..!!.. �.:�1. C.i: i:J.lil' �:.Ttltf �-'S EIt�'t: forth. in these i.1.1 ? nu:."'. inc-d by the, City t)1 t_Yii.,!.• J._L L: anal will. be i111practri to c+ - i':,l .T1:_ !1 . i:C't:.:z-'..i_ r,W.ch 'title will : us lain in ;I1Ci �'''-I of..Heil diu.'l ay; and it is tbo.retore ck A.J.J..O 1.1. to the City of Eiun k.-i tton :,)I. ;'V.C: 111--n'dr d Ck-A.la :,' (:;;1 0. n() per' "Jay for (1,21"1y bcyondt '4llc� t:imt-+ prescribed to ::pP1:01,red cl:terz.;ion thereof, and the IVC, i.r.II T . uic:at_c:cl damages as herein s a za w are: not pu.l.d, agrao s Lhiat the C."..C."J.y Of ;r,_-;. ;, do.'iduc:t thca amount t:hei-eof fram .ny money dui 7 or may becone cluLz the contractor under the. contract. It �.� further agreed that in care f.:le work called for under the ::untrac L- is not finished and completed in all parts and r' requirements within the i::ime specified the. Uirector shall 1.,.ave the right to extend the time for (-r)mplet:ion. If the � Director cto.r extends the time limit for tI j completion of the c*.)nt.%Tact:., the Civ,j shall further have the right to charge to they contraQ: or, his heirs, assigns or suratioxf and to deduct t: frovi the i.inal paynwit for the wor%# all or any part, as it may deem pzop<- r f of. t l%* actual cost of engi veering a inspection p suaerintanden e, and other overhead expenaev which are c'di.r*ct.ly chargeable to tho contract, and which acc.;:ue during the period of such extension, except that the cost of final nixt,ve. ?s -.nnd preparlI t ion of final eat•.imr•.te shall not be included ill chnrgen. ......� ...�w+.. w. am �....���. ...... ..�....wwr..wtr The contractor shall not be AAsessed wi0i liquidation damages nor the coat of engineering and inspection during any delay in the completion of the work caused by acts of God or of public enmy, acts of the City, fire, f5.c,ods epidemics, quarantine restrictions, strikes, freight embargoez, and unusually severe weather or delays of aub- contractoxs due to such causea f provided, that tho contractor shall within ten (101 days from the beginning of, any such de:.ay notify the Director of Public Works in writing cif the causes of Relay. The Director of Public Forks shall ascertain the facts and the extent of delay, and his findings of i:.he facts thereon shall, be final and conclusive. Suspension of a Cash Contract .If at any time in the opinion of the City Council the contractor has failed to supply an adequate working force, or material of, propex quality, or has failed in any other xespect to prosecute the work with. the diligence anel force specified and intended by the. terms of the contract, notice thereof in writing will b� served upon him, and should he neglect or refuse to provile means for a satisfactory compliance with the contr.. otj as directed by the Director of :public v o:vks, within the t�_:ne specified in such notice, the City Council shall have the poorer to su t Pend the operation of the contract. Upon receiving notice of such suspension, the contractor shall discontinue performance of said work, of such parts of it as the City Council may designate. upon such suspension, the contractor's control shal. ter- minate and thereupon the City Council or its duly Authorized representative may tak'n. possession of all or, any part of the contractor's materials, tools, equipment and appliance upon the premixes, and use the same'for the purpose of completion of said contract, and hire such labor and buy or rent such additional machinery, tools, appliances, and equipment, at the contractor's expense as may be necessary for, the proper conduct of the work and for the completion thereof, or may employ other parties to carry the contract to completion, or employ the necessary workitan, substitute other machinery or materials, and purchase the materials contracted for by contractor, in such manner as the City Council may deem proper; or the City Council may annul and cancel the contract and relet the work or any.part thereof. Any excess of cost &risirYg therefrom over and above the contract price will be charged against the contractor And his sureties, who will be liablig therefor. In the event of such suspension, all rwoney due the contractor or retained under the ce:runs of this contract shall be forfeited to the City; but such forfeiture will not release the contractor or his sureties from liability by failure to fulfill they contact. Thn contractor and his sureties will be credited with the amount of money so forfeited toward any excess of cost of completion of the work over and I 3 a 0 r'; I) ME r� r-MTr"• l_ 9 above the contract price arising from the suspeesnsLon of the operations of the operations of the contract: and the completion of the work by the City as above provided, and the contractor will be paid any surplus remaining after all just claims for such completion have been paid. In the determination of tie question whether there has been C any such non-compliance with the contract as to warrant the suspen pion or annulment thereof, the decision oZ the City Council is final and shall be binding on all parties to the contract. £3-,j . germination of a Special Assessment District Contract _r..��•w..rrra, n.—.�r ..�� n.�w�.+w+._,w.�.�+. ar`wrww�. r Failure to prosecutes work diligently is ground for termination of the contractor's control over the work and taming over the work by they City of due process of law. 8--k. Right-of-;''e► They right of way for the work to be constructed will be ' provided by the City. The contractor shell make his own arrangements, and pay all. expel i3es fur additional area required by him outs i.de of the limits of right of wary. 8-1. 9reservation and C1ean,inij The contra -tor shall prolmrly presezvea and clean the work as it progresses. At reguleir intervals, or when directed, rubbish shall be villtected and removed, and at completion the whole work chall be cleaned and. all tools, false work, equipment and rubbish shall be removed from the site, which shall be Left in clean and p:r condition as directed. 8--m. Acceptance Shou.',; it become necessary, due to developed condition, to occupy any portion of the work before contract is fully com- pleted, such occupancy sha►ll.not constitute acceptance. 9. Measurement and Fay lent for a► Cash Contract t 9-a. Extra and Force Account fork Extra work an defi.nead, -then ordered and acceepted, shall be paid for u-:deer a written change order in accordance with the terms therein aro' idle. Payment for extra work will set rAde at the unit price ur lump ova previously agreed upon by the contractor and t&i Director of public Works f or by force accounts If the wcrk is donee on force Account the oesntrs►otO r shall C receive this a►atugl aost 9f all uAteviall furnished by him as shown by hire paid VO*Cberw, Plu►a fiftt*n per"nt (15t) , and for all labor and a quip wnt neseieesary he shall receive the ourrent pricers in the locality, which shall hgvee been pre- viously determined and agrood to in writing by the Director of Public Works and contractor, plus fifteen percent .15 %) r yr.Y(.. • ,-_.r...r r. . ....• --r.w �-.Y..�r w.Yl-ry. ,�_'AFM--r. �.... yr+.y. �..1I.�. K�w�i.�+w��+.1 -„o" \ Prov!.dad, however, that the City restar,ves the righ+ to furnish such materials required as ii: deems expedient, and the contractor shall hrve no claim or progit on tne cost of such materials. The price paid for labor shall include any compensation insurance paid by trs cor, tractor, All extra work and force account shall be recorded daily upon report sheets prepared by the Director of Public Works and furnished to the contractor and signed by both parties, whim daily reports shall thereafter be ccnsidered the true record of extra work or force account work done, 9-b. Lro re a s Payments The City shall, once in each month, cause an, estimate in writing tc be made by the Director of Public Works of the total amount of work done and the Acceptable, materials furnished and delivered by the contractor to the job site and not used as of the time of such astimate and the value thereof. The City shall retain money in the amount of ten percent (10%) of the progress payment unless approval of Director for greater percent of such estimated value of the work done. The City oliall retain money in the amount of fifty percer� (50%) of the value of the materials ego estimated to have been £urnisheC and delivered and unused provided the materials were fabricated specifically for the project. No payment will be made for standard st,�ck itema that have not been incorporated in the work. The City shall monthly pay to the contractor while performing the work, the progress payment balance, after deducting therefrom all previous payments and all suns to be kept or retained tinder the provisions of the contract-. No estimate or payment shall be required to be made when in the judgement of the Director of Public Works, the work i3 not proceeding in accordance with the provisions of the contract or when in his Judgment the total value of the work done since the last estimate amounts to less -than three hundred dollars ($300) Progress payments shall be submitted to the Department of Public Works on the Monday before each City Council meeting for monthly progress payment or final payment. City Council meetings are held on the first and third Monday of each month, progress payment shall also be typed written on form furnished by the City (aee forms). yinal Payneent". i The Director of Public Works shall, after completion of the contract, -take a final estimate of the amount of work done thereunder And the value of such work, and the City of Huntington Beach shall pay the entire sum found to be due after deducting therefrom all previous payments and all amounts to be kept and all &=unto to be retained under the provisions of the contract6 all prior partial estimates and payments shall be subject to correction in the final estimates and payment. The final payment shall not be due •,ind payable until after the expiration of thirty-ofive (35) dafs from the date of recording a Notict of Completion. • f5 �. r•r•`, It in mutually agreed batweeii the parties to the contract that no certificate given or, payments made under the con- tract, except the final certificate -if final poymontt shall be evidence of the parformance of the contract, either wholly or in part, against any claim of the party of the first part, and no payment shall be construed to be an accept anco of any defective work or unacceptable materiala. 10. 1-ayments for a Special Assessment District Contract Final Payment The Ntreet Superintendent, after the completion of all work to be clone under the contract, shall forthwith make an assess- ment to cover the niun due for the work ;Mrford anti specified _- in said contract (including all incidental expenses chargeable to the proasadings) in conformity with the provisions of the "Inproveament Act of 1911", Division 7, of the Streets and Highway 1 'odes of ..the State of California. Nate . Thia paragraph is not applicable whoa othermethods for pay- ments are stated in the contract. 11. Bid Price The contractor shall for the price bid, furnish all equipment., labor and materials and do all incidental work necessary to deliver all. of the improvements complete in place in accord- ance with the specifications, special provisions, ordinances, plans, rro�s sections detail drawings and ('ity standard plans. 12. Guarantee1 �. f, The contractor, by submission of a bi-d for this project, expressly agrees to the herein stipulated guarantee of ii,aterials, products, woilunanship . and installations incorporated into this project. s All work performed in accordance with themegeneral ree'Iquire- A c ments, special provisions, specifications, and plans, including, but not limited to, wor)umanship, instacllation$ fabrications, materials, and structural, mechanical, or electrical facilities shall be guaranteed for a period of one year, cony wncing at the recorded date of filing the Notice of completion of the contract by the City. Unless specific areas are to be guaranteed longer no provided in special provisions. k Security of this guarantee shall be furnished to they City in the form of a bond in favor of the City for am amount equal to 10 % of the final ad us teed and agreed upon contract price. Notification will be given to the contractor of the data of anticirateed Council acceptance and the expected dates of filing of Notice of c:cupletion in order that her may arrange for the bond. The bosid must be delivered vererd to the Director of Public Wcrkr prior to this regular scheduled meotimg, of the City Cc,unail; at which the final acceptance is proposed or ricom ended. (�S4ti i1y'.��ee aY , I. yw 4„iti^. ! 777 r .1� J A "Ali, I. *. . ,. 71� L1 vlWRIT I � I 1 Ths contr4atorr bt a eeiag to a latent defeat guarantee, also agrees that wit s 10 darns , after notification of a failure or deterioration, of 0 taaiiity o3, worst, ammrad under this oontracto he will exfect ropair' Or Veplaodvet or show reasonlble cause as to xG&G0A for tuitbOr 4e36r* Refusal or failure to comaencre action will result i» the City arranginy for the repairs or replacement sad filing claim against the bond. Excepted from the guarantee will be destructions oaus*4 by arts of Quad or by acts of the City r or by act" of public enmy, or by act* of vanWa t or by results of major disaster. 13 o Conflict with Spgoie.l Asseagg . �jst�,'�ot 4wr In the event any of the general provisions shall be in conflict with or not permitted by the provisions of the r rovewtt Act of 1911, or the Municipal Act of 1913, the provisions of the applicable improvament Act shall control. .14 • Conflict with Fede. a1 Re$u.irements In the event any of the general provisions ohall be in con -El with or prohibited by Federal Requirements, when applicable, the provisions of the Federal Requiremnts shall control. •1 a L7 01 'k ( . 7r J• 1i A:Y'�< A L'. r}r P.�� Y(n'. .- 'rG IM ,� •.r; f � : �i , r ��a ';tip w�, 1 �?�.`4'i�a.'1'�.�°'r•4rSi. N'�*9"Jov�ta :r"r ,a. , '�, >��i',r'1Ymu: 1♦,F•`•.1 .e11d.� S� � i''. �.r r��� cm " numvmov WACH PROGRESS PAYMENT P-0. sox 00 ow%itrm"T of ru"Ic WORKS COWRACIORS NAME As"awkn reamp— MMM"NOIGN 65ACN. CAILJMRI#f AL V2648 Jog LOCATON CASH COUnACT NO-- ovaillify ww ameadis y of Amen" vow 3w ommalijr %I ki• arjo twistv voiFfti" Ifijb r IEW� Tim ok"Wity, 4w A.: % Ilk" -off ANFIFISOVAL FOR PROGRESS MEIMr APPROVAL FOR GUANTIM Yet" sy- -APRCMD teas now-saft DATE IL*" F**wiowspwW Irogi am"Wo +�+r,�-�-.--"-•w'w.Tww�++m+�-�...--.�.,.^.r .m.,��..—....-.:. .. _ .. _, _._,, _�, .,,� _Ifs. !.'1�`� .!- ,'f 1 , c; CITY ar xyraTiliCi'l u BEhCE rinuD cHANGs ORDER 110._._.._._ _ (see Note Below) Contract: Contractors CIC # 1nopector : �..._. Nature of Contract Change s ...,� f I r ' i, I Justification for Change order: r r: Change Order Compensation Piaeis: (For final Note: Field Chiange Order coats, see fo:.~me�.l change order to follow.) constitutes authorization to proceed with extra work., Cost to be based on contract unit: prices. Formal change order must be isouad to cover work when Cost to be barred on force account basic. final costs are agreed uposn. Negotiated cost basin This authorization to proceed with extra work is approved ' by ..�.. Ina or,' inspector's authorixf -ition to approve field ch,snq►e order received from by telephone verb&1. ..� City P 01SIElon `Written on ;C a e Received by Contractor Gate Toutingr White Copy - Office Yellow copy - Contractor Pink cc! j, - tna actor w.. Time M /�MW.�1��MMii 1 I .. 7 7 .. . +r�.� 'w tee; f �� x t i 4j' �:5* _ 7. r r• C; C111 Of HUNTINCTOW MCH DZPARTNXNT OF PUBLIC TES CFLU OMDU Contract Contractors CC# luspec for s Nature cA Contract Chingos .w .rr�.�.w. �w.w.��.w...w w•rwW�w. i�ra - �..w�.wr.rr.r +��w .�. w�rw�rr+.+ .m ww.w.w�r r�r++.��rwr�r�++..�.w r+w++e✓.�. Justificrition for Cha"e Ordars Y��l�Mwr• .Y�..�r 1/r� ww�MYi��.. ��. �M'Mr.. Mw 1�rw•1I1A\YIYiYI.� w.�/Y�1 tirY/ . ���.�.r na....�ww.�r+.•^...�..�w�.r.+.r.... r...��.rr�w..��� �..�w�w� r�.+�...�wr+r.+w r � d Change Cider CoManastion Basiss Cost to be based on contract unit prices. M� Cott to be based or1 force account Laois. Negotiated coat baaiss Magotiffitilm coofir"tiont Litter 'Niapt,one Field (City) CC'mtrac to.0 t ... DS tat ,,......._�...�.r.,�.rr..... t>�t� ,�.. city • is °n Data outrac tot s t as I 1 Lv `K'';�".f ,,?!!-Iggp `x' m '•*`� {� n' �, RF ?7� .P'"<.'. �° ''ryiia• "�`;`,'`•.J�J�''' �,.:f', 1,"r 1 I�Y E3 (I Ic lf� 1 ..� . �. ��.. .�., ��M. ��., �.�.. .. .... ... � _ .. � .. ... ..... ..• w.,,r.- . ..n �wwl�mF'MM.MVIA�WMir1.�+•l��l�6YMYrlw4y4 CASH CONTRACT No. CONTRACT CHANGE OR= REQUELf:T POR APPROVAL CITY OF HUNTINGTON BEACH AHFP No. PR0JEWTI CCO No. CONTRACTOR INSPECTOR DESCRIPTION-.. , UA.NTITY SUMMARY - THIS Cf,O ITEM 1.NCREAS13 No. D -SCRYP'TIDN DECREASE AMOUNT EXTRA VORK COST SUMMARY Increase decrease of Contract Items Extra work TOTAL Percent Change DESCRIPTION THIS CCO AHFP AHFP a OTAL TOTAL CHANGE rREv. cco l S TOTAL TC DATE P 1 AHFP �Ta fa .�.'�..."" Mt ra air ..�,.�..r....M._. ity Enginedr 46M ' ' r + 1 r�d •' �r �I :�� �,r�la�rY�{,+� +hY„•Ryv , � r�• 4 „r ��M+ �11 M��v ` .F ,���r i'ii i•��.,..yr.'..�.1 L� .. �. ,..''w. �.,�.., _ .'S'.�'.J'JM1I'i�Ci:,:+a�'�.�i.lr.i.�/'..u'�•�.7�J�r,y,10t..'�'•,.�..»4.a�.il :.T1'. •tip . � „ •� t � � jl \ , nit ♦I+ fd i 0 SAME CHAMUZ DALIZA STATE AND FiCpBaILL PRO03=2 City of Hurtington Beach ah.-.M P.6. sox 4" CALWI MIA MW M' EM OIRM( IO I1XPAIt't7rt U4T Charge order Transmittal Letter City of Huntington Beach Project Description Type Miner. or Major:_ Change Order No. Justification: cc; NO P°' '4'� r 'i ��. f�, �+ 4 V.r, t � x�`t�1. �ti ;;' �^"Pt • A ,i�i i �/,, ��; �� V1 . 11 ,•Y,� f' I ;#9 4'���4 �Y������j~i: �,l'` �yll� „t`, ' �! � ,y. +. ,•, � , � + v �,. Lr' �+ h `�1 ��� . II,,J,� •.M 'A ' �Jg JJ J I ��yy yy```` rye i �� j * 1. ,�'7� '4 • i , MW i�J .lulr�ikil..�i111i��. 1 y ,�,P'�yY�,yyy�l. a )�, kh+�yy� 1 lab, L. � ! I E 4; 1;1 �'W_v 104 77 ol "MIA Comm own ram AM FUNMhL Time X* WUSLOn Unit cost Original Item mrmp� tftli: colot muretes unit Cost Decrease TotcL cumttfor zPazwoo Total Q=htity Do�reaso Total CO4t Increase Total i.Vat Decroase ROVIOW ;Ztg& 7.7,nLt:1,'.'O9t �..._._�.,.,... .. . Revised Itsm 'dotal Cast New Item Cost For Now Item Total_ co. Final Approved quam.tities to be memsur*4 Per iwocific&U,Onse Resident zaq.tu*4r Appriawd by,., Date contraotor: Accepted by to 77 , w I 00 �I ' 1. • I 11r 4', I ,{ �*, r s ,,i IiF• 1 rl' 1 rye ' �� � `M:i'• ,N�Y L. ,V L� 1. L til� /,N"w ' ''� •�f, 1. 1 l) * r • . ./ 5 .' T ' I" • J .. Irk �' ["] • d r 1 1 11 � / r i }I Wh_ ' II ft"t For lldi x !� at. C strwtUM Am POOL r-O!*Nax l ie awl* *fit City of pn#,l.nq► noash Dols_ 1f Lb Oebds'"t M Contract No* DobWivisioer Mae petit Mo. Location of :ob contractor's paw Address rl Mck to be porfoxxod Data snap. Arquismd froiar to,�„� "atom for ft3r oft" tty eotnrs �po� ra t e a room"", tom' ol�rign, bbinq fa11y atitbtoxisOl by =0va-I o I39 or out bf"y &grow Ito tM pay�at of such the at the WXY rats' iff $12 W1 one aratandlaq that a s$Almaett char" of $64.04 W.UI be MSO by' tea City for anY services for ear"balf day or lsec This form most be me L f working day prior, to tbo requested date of inspection. A w� papblo tro tour' "City of tington Witch" In the "swotwe of the absirarjrs sull ao pane the r.gto Not. o Any % ,orIk done in xio right of orgy wilt inspeation or ipprova.L of tt;.I. s office will be s►ub oft to re jeftLon dad amwval o Title' City Appraln-%2. Hy,._.. Nam Title t �1s�i ed xaspector 01 T. bouts ftrud elm .+�..: . 1 1w, �I •I '� � � � -J/ a ��' 9 • 1, d. • . � . .. I . ,i: , 1we�1� rMMM+M�It *'� l r �•, � ; ' �" r , �,r�:' � ' `I: o, ' ' HQkt! k ;W9 ' y 1 y 1.P. A.A~ IN f tea• soft caftm" A MIMNWft OWSM"M a 6 u am* " IM PdM V d hoM M w dopW Mwo SM 6M 4EW ft N MOMS OW OW 200- law to A &= M Msm M �1 it MM�1 moom ■w Ud"" i L ram. LidA*: + 406M and" dN* •e�lly► Mrwr; IMMI ow �" + i Mmmmmmmm� C. 6wNMrMl11 l,lwlwy: mmmormMmomm" No m NO two -in Now ft*" � ¢t•Mwwpm-&* MYMrN0 upplip"MP ' r•� �aliM.11.�..ti. . #A "No am"No" i 1 Mr N rl.rr Mr 1 tv 1 1 w1�MNw 1 i va l lob .1E. M AtOdod krmW ftb: Wu%ft= IN �r .r.�irMMl "p".0 beft sMdo& -aw "bvm w da ftw if fl*Wmo» No,, who !. MM�i Mrwl� � rjr 1�■r�: TM +��i fl>� r Mom. �IMMI� MrM�� w+�l ■w • Nth M rl�r � �wr�.r owl$ N h8m of IIM. *OM, Mw j rA�1iA11 aM lilt 'wM� Mwy rMr �tMsrN esr�wrs! �r /�+Nr■�rrlr�rA�'� �Nwr Mrrw+riN M , po of MAw�rw M/ MI�1 MMiM�lll� MM>}M !�N>M� �� MIM1IM�ww�1 NoMkM ON* U■N OMW M"v WNW PWOM Aow Mae" hook", I -% Alllftl�.�A w~ do* fto rs soon=$& �M A1�■rs i� tln+Mrla , " A+�rrIW�rMtiYw•rarM`+.7.Wr y ....�. �, w�rrr.r..w�F..r�w�rw+.�.rrr.r. ♦�w..+�.r,.�..�1 .w - - - - - - - " r.� —.Moak NL UR W.i 1.7 011 4f P Z-C I z C A 2 1 0 AMA BCIAL P R'O V 1 5 1 0 x B For THE CONSTMMZQN OF THS "LOA CHIM STOW:ZPAIR IN'TRZ CITY or. NUNTnMMM Mg=r CALMOTAt CC-391 rmpared. . by city of Ouiitincition, 9"Ch Dqmrtmnt of Public Wbrka January, 1077 Approved 3 MO-ROtgo • ig M-- Director 09,FUDIIC $15.00 Charge, non-ritemkble 177U T 1W 11 T M WI 'V MOO '011116MOOO. �04 A A, L A�k-" API ir 1 ,;It �hk�r.,3;'yt'". may.. r�.. .. ';. r'' ,`41��'1��*M�'r 11kW.1 +^ 91 �, e 7. Y /X ' r r r � 1 , r ' r 3PECI!'YCATIONs AND SPXCIAL PitO'VISIONS o �A 10 C) G .Iv 0 SECTION I. 096CRIPTION OF WORK OM,.� The work to ba dories consists, in general f of the construction of storm drain pips and appurtenances in Holes Chicar streeet; all in the City of Huntington Bdaeb, California. SECTION IT.. SMIFICATIONS r The wer1t to be done under this contract shall cc�m�p ly with the fore- going specifications and with the standard Specifications off: the State of California, Department of Transportation, dated January, 1975, insofar as the same may apply, and shall also o=Wly with the fallowing special provisions. The term "State Standard Specifications", when hereinafter used, • shall be interpreted an meaning, and being synonymous with the Standard Specifications of the State of California, Department of Transportation, dated January, 1975. In case of conflict between the Specifications or the State Standard Speedificat,ions , and these Special Provisions, the special Provision shall takeprecedence over and be used in lieu of. such conflicting portions . ' SECTION III. PLANS Thra work to be do a undeer this contract shall comply with the improvement Plahm p and said plans form a part of the contract docu- ments and are on file in the office of the Director of Publie iiorks. The contract do '%=Onto shall consist ,of the following listed items: 1. Improveement Plans. 2. Applicable sheets of the City of Huntington beach Standards. 3. Specifications, Special Provisions, -and General Require- ments* 4. Specified manufacturers' details and,installation instructions 5. All specified or required shop drawings. 6. Proposal. 7. The contract and/or agreement. 8. The contractor's bonds and insurances certificates. 9. Requirements of any public ,utility searviees► company diriatly affemted by the cork herein described., 10. Requirement of the necessary permits from other public agencies* SECTION V. TRSTING The testing of any materials or caf any portion of the job under construction shall be at the option of the Director of Public Works or his authorised agents. The contractor shall furnish, without charge, any materials requested for tenting in accordance with Section 6 of the State Standard Specifications. The contractor shall also provide access to any area of the job for testing purposee and 1 ry r. r r a . �• r. r h. �y �r0 � 1 • � • � � y fi,� � ,4i��i�?'�. � � • r y. ■ I I �E 0 shall furnish, without roost, ani, ass*anc• necessary to perform the testing. The charges for nom&l testing -will be paid by the City of Huntington Beach. Normal, testing shall be deed to be � the testing as requried by the State Standard Specifications and/or the inspector. Extra testing required, due to test failures, will be at the contractor's expense,- either as a billing or.as a deduction from contract paymnt. The contractor shall notify, the Director of Public Barks of the readiness of any phase of con- struction to be tested and shall not proceed with any subsequent i phase of work until the results of the test are known and approved. Testing shall be performed by a State licensed materials testing loboratoxy, selected by the Director of Public works. SECTION V. INSPECTION ' o The contractor shall recognize the Director of Public Works of the City of Huntington,aeach as the project engineer who shall be in charge cif and authorize the inspe.wt.ion of the project. The con." tractor shall • provide access at all trees to ar y area of the project for inspection purpcees and shall furnish, without cost,.any assistance n6cessary to complete required inspections. o A 24-hour notice shall be given prior to commencing . the project, and during construction of, the contractor.shall•giver.dus notice, satisfactory to the inspector, of the readiness of any phase of construction to be inspected and shall not proceed without approval. If the contractor elects to work under this - contract more than 8 � hra/day, , more ; than 40 hrs/week, Saturday, Sunday • or holidays (New Years, MWOorial, Independence, LAbor, , Vexteranr , Thanksgiving # and ' Christmas days), he shall arrange with.the� City's Chief Inspector for the required inspection service and pay the Special Inspection fees which will be charged at the follo*ing rates: • o 4 hrs . c.- less/day $ 60.00 4 hrs. to 8 hre/day 120.00 When Spacial Inspection is remquired, the contractor shall notify the City and pay inspection fees 24-houre in advance. If the contractor is directed. by the City to work under this contract more U'um 8 hrs/ � day, more than 40 hrs/week, at on ,the *.hrove3 mentioned days, the Special Inspection fee requirements will be waived. SECTION VI. PERMIT'S The contractor shall obtain from the State of Calif�irnia the industrial Safety permits required for the various construction items, The contractor shall. pay for all permits required by they project. SECTION VII. SAFETY QUI NTS Each contractor, by submitting a bid for this project, shall be I responsible for understanding and complying with Sections 6705-6708 • of the Labcr Code. Those sections state the safety requirements of trench excavation -for the protection of life and limb from caving around. T'�v . - ,T-T� . - .•, ?!� �', .'v.i'y�Qy�w.R � I,y"�',"'�,r'`?�.-�+T.�-y.�..,�.+.»-- -�T � ',�b�f�t,,,, � .,tip ,.�,:��•`.. a 1 ! f �� .. .pry„�, r4 ,., '�, '.-.�� .�. d •�� j .� .,l 1�"�'��r-. ��';9�!"�s—•tT �T� 4 XI, i pi G C, A C. C SECTION V I I I . NOTICE TO CONTRACTOR Diddars must satisfy themselves.by personal examination of location of the proposed work and by such other means as they may prefer as to the actual conditions and requirments of the work, and shall not at any time of -her submission of the bid dispute complain, or assert that there was any misupderstanding in regard to the nature or amount of work to be done:. SECTION IX. EQUAL EMPLOYMENT OPPORTUNITY CONFORMANCE The contractor is hereby made aware of the existence of and shall be held responsible for compliance with City of Huntington Beach Resolution 3677 concerned with Equal Employment Opportunities. The necessary forms and related instructions to be used to certify compliance are attached. to the bid proposal. When contract is complete s letter shuill be filed stating that the contractor and all subcontractors ctm►pliesd with Equal Employment Act. SECTION X. NOISE CONTROL The construction site is located near residential areas. Therefore, the contractor shall take all necessary steps to limit the amount of noise emitting for construction equipment used. In . addition, working hours shall be restricted to between the hours of 7:00 A.M. to 6:00 P.M. SECTION XI. PROTECTION MD12il RELOCAnuN or UTILITIES A. General i EME17es for tics purpose of these specifications shall be considered as irxcluding, but not limited to, and irrespective of ownerwhipi pipelines (including irrigation limes), conduita, transmission lines, aria appurtenance of public.utilitieas as defined in the Public Utilities Act of the State of. California) and those of private industry,, business, or individuals solely for their own use or for the use: of their teenantsi and storm drains, sanitary sewers, street lighting, traffic signal systems, duct banks, telephone eablos, transmission cebl as, and completely buried structures. No attempt hae.been made to show service connections on the plans. It shall be the responsibility of the contractor to determine the exact location of all utilities and their service connections. The contractor shall make his own investigation as to the location and type of existing utilities and their appurtenances and service connections which may be affected by that contract work and shall notify the.City as to afty utility located by him which has been incorrectly shown or oi:titted from the drawings. "4- ._.. __ .__ ..._ .... _. _... _ ... .... __ . , ,..... ._ _ ___._._._ .__..___ ._. _..---r �••} ,� , , mow... ; .ti..........fw�.� . �� � � _.....�wr��r�l� r�Y�w�i rYr..rrw� � rMw�r��.w..+■•�w��rsw�. r_r.rry vMi.+..—. � __ . _. aww + �."W�'^���'Mw�■�iWr�MM+.1..Y.Y�w�r�w■Yl�w .• rrrr'.■y. �� �a.� • ..F�., . - � :r , ,. � . +v, .� � .� . f i• ^��'�� ��'�"•j it�.� � j 1 ; i � , ; •, I , ''f� w;7y�'}�, i . •'*�"4 1' ��', +¢' r' , �;� + w IR 1 i t' Work required in connection with utilities because of inter, ference with contract work will.'be performed and paid for as specified in t e following paragraphssl however, when directed or approved by the.Direetor of public Works; changes in line or grade of any structure being built may be rAde La order to avoid utilities. Any additional costs because of such changes w-111 be paid for as extra work, Be BY the. City Specified When it is stated in the Special Provisions or indicated on the drawiings . that a utility is to be relocated, altered or reoon- structed by other than'thei contractor, the City will conduct all negotiations with the owners in respect to such work and tha work will be stone at no cost to the contractor. C. psjL the Contractor as SEecified When work oh.i utility is not specified or 'indicated an. City responsibility on'•the drawings' and in -hot included as a separate bid item, the contractor shall make all arrangements and coordi- nate with the owner of the utility as to when the work is to be donee Any coats for such work shall..be • absorbed in the U"Ait `prices or included in the lump sum amounts bid for the various contract items • D. By the Contractor --Service Connections The alteration or, .temporary relocation. of all. ,service connec- tion's (including but not.limited.tai water, irrigation water+ sawer;•"natural or manutacturad••gas, undo rground'and/or overhead telephone and electrical) on adjacent property shall be the responsibility of the.contractorq, No attempt has.,keen made to show iiervice • connections • ori , the ,. plans . The..contrector shall make ail arraAgeas nts ' with the utility ovaers rsigairdirig such work. The costs for such ,work 'on service eo=±ec#;'tons, except when specified in the detailed specifications t t.hit the utility owners will ,make no charges far' the work, shall. be absorbed in the unit prices or incl,-.ded in, the lump sum amounts bid for the various contract items. L. B the Contractor or kX Dtheis -W Unknown utilities Disclosed During -Coo E ur n ori rec or o nc u Jn .lei onnea one ri the event twa utility is disclosed or lnstalla su sequent to the award of contract, such utility not being indicated on the drawings, the alteration, relocation or proper,support and protection shall be done and paid for as follove s a. When said utility is found to occupy the space required to be oecuphd by a part of the permanent works to be constructed under the contract$ or to be within i:he specified excavation pay lines (when such are specif-,ed or M S .- Ll A 0 1 , I , ,r.Yr.r� ..� . �,. �.. - _ . •.M�.. ,-.ry i „I"'*'_'. 1.�y..."r"R'Y'� .��r..r��7, I ,. �.i �� �L,: 10,- � � ��..y �1. 40 rCT ".11Y1r �iIM . vr t.lry..a r.lArr..yyM�M�1rM1��'�11d�.lr�i�l �& a 4L 6 u : . I ,t Mr r • i • ' w, r�• i. err 'x A ,; ff �►'; '41 .Y I � sh10'wj1 an the drawing s) , the City� will arrange for the relocation or alteration of alAN utility or require the contractor to do saws as extre work. b. Utili cps found to oxoss the excavation but n.ot intecepting the pemanent works to be constructed', than the 0ontracto r will be required to maintain On utility in place at his own expense. 0 ! c. When sr.id utility is more or less parallel with and any k portion of It. dome not lie within the excavation pay lines (when such are, speaoi.fied or shown on the drawingk , the contractor shall advise the owner thekeof p and, in c6oera - tion with the owner of the utility,, provide and plac4 the t) necessary support for proper protection to insure continuous and safe operation of the utility.. All costs for much work shall be borne by the contractor. F. Responsibility,of the Contractor �:�..�rr•i i,� ■ M.�rr��i i ��rr��rrw rsil:r i Mlw:i The contractor shall be held responsible for all coats for the � ,•....._ .. ��_. , . �' repair of any and all, dart ige to the contract work or to a}zy J utility (whether previously known of disclosed during the work),, as may be caused by his operations. Utilities not shown on the drawings to be relocated or <ered by ethers shall be -maintained inplacee �y the contractor. c' At the completion of the contract work, the contractor -will leave all utilities and appurtenances in a condition satisfactory to the owners and the City. SECTION XII. OUTLINE OF SPECIAL PROVISIONS - CONSTRUCTION DETAILS ! The Special Provisions for this contract area grouped into separate schedules in order to categorize the varied work items. The . Sp6cial Provisions for the below listed schedules will be herein- after followings Schedule t A. Existing facilities S. Earthwork C. Concrete structures , D, Reinforced concrete pipe E. Cast -in -place concrete pipe F. Roadway improvement S G. Huntington Beach Municipal water Dept. General specifications H. General phasing I. Payment S I' = 6- 7 p..�...� �r�,.. .....�.. ',' ,S"'' r , , �+��ir i !';.�_ .. ,w� • �•� �- ,——... -Y,; _ y,,..... r� ••ryr T�•�,....1�.N ' ''a .,, !, ')• , fr'" � r r ���,� � �,�i �y' +"� '�rV �`�'�i�Y',,,,I1�1; �.,,� „1{ �fu,. l�,��',�1�� ,lJ �, er ., •1 M'_� .� .+t+Lrafaryr+�4.1M11 !.{.� •I 1�'1 ` •,��I � `�'+ tlh+ JJ I , r �M • ' V: iW. ( .c ,'P , i■+fy ,,� r w�T ,�/" n //I��In j, , r`P oA' , T I" t'. + I n • r I' ri r., , r \rV Vr •rr, + ' IL V I � . o '�A� a .: '!. " i 4 1 i � `I / Y � 'r '{ yr � � � � r � , k� „ , ,„Y � ° , ' r 1•�y V p .,� w �k!' � y l' � i i ' �,,�yiy� , �. y,•� ,, ..• I dl r , 1_-,' 7 � ' ,'��u Ali?�'�' , '�'1'�,;�r �4f I ��` , 1, •, 1 r�l � r�yr ,, ' �� �'n r r 1 K• ' r : , q3�1' r r/ , ' „ 'T^ ,� ,�L� ' ' ' , L '' ' • 1 ( i r1'r,i'�',,y� ty./r ,1 ! ° Y '(A 'w •A • ,� �' 1 ' r 1 ,�, „o. 1 b '1V r,'M}'�'i SS1P, f '°: 1W . + A / 1 r , iy �1 : i �. r '+ AA�`� a �y 1 �,� ll1 7' ,�'1'i4 r.��, •.l r',�'+'f' ��n1, i > ', �, (�,��}1 W J �� Pr � f ' � , r �, b��'•1'Sr f, ,w"'fA{r♦ r y d� + ,,. ' 1 I �� ��rl �' i�'�`^ v r� �r a TC�I �Y�LI�,�M���I f} . +'.+ �,��' :y ,.� r � ,sal.+';{ � e.� �,J�, ,�,,+ � ,w ,r�' M .A�!�>l'.��M.�' � J � tt �I /"��(1 dl 1�1 '' �/1�';a' w�'"•�;qT„ ' 'R '. r r t ,♦. r' ,r•f_y'�+ ,{ , � 1, � i •\�f 4' �1 y, F y.i I N r i .v ,*'k �q• Irr y, I. rrv. �'` � ' V M1111 r• -1 1 �' yr 1 1' Sr t` �: � r!"� ` • '• ' � T�� ,'* 'v , � r V ; Y� '� , 4r 'i � �%1�/' 1 ' r'�' � .�}1'u'" +i�, Y 5A1 � X r 'r' �• .. 11 y'W .w' •� of 1 r 1 ,y T�� P Ay' .•r5 "i �� � � 'r �'• w°`p/1� �� V1/'{' V .,yA�_ '� 6'� 1 : 1 ( 1 +, � u ' � ', 1 �R��'!i' � ✓, I .v +' � r .. � °� '� �� _ r . y•a r ,, � i � F P t. � k,'�k,�'. r,',' . �1 1'4� S� , SWr "..I '^�T .�� 7yy.� � � . r . ► Y�' , r • r I'. S, .ra.....�...........�.�...»....�-_.�..�..��.�.r.i�.--».... .:. �..... ..,.__J-.-.I�..r...,.r�i - --.r .. ...�.r. ..ter.. . .... . ..rr. r.�.....-.. ._ ..... .. .. ... ., .. .. .. ..r, -.,. ..' r. � .._���'u�yw��,l� ''^ .r J. y 1i ,N w • 'i. a' f� r'i r , rc� .A r f, r, A Repetitions -of ' i:ork • it ass dersariptim may occur in ors or swat mahedules and May ,be ea?srsft dupl ications f hmmver ,. terse are for 41e on ,tbe •Vaartidurlar. itam# -four fimt alatifications of W dx rsgUi>r tf r *3: fOC r"Ation Of s ';dt ,omstrwtiion. The individual schedules crcaprise oomweite r*" i ewts for a complete work, and the Special Provisions of atch schedule shall be considered included and a part of Arach other! ochedule. LZCTION ' XI I r. TbMM IC ' UETCLIR MW ' The oontraci or, is ,t o prepare and subm# detouur/`btrricading plan for each phaa se: of , work. The plans are` to ' be' -.chlG* ckbd 0, Ali lied , and returned for. ,corree'tidn by the City! s; Traffic bivieioe. The so approved plains will'then become. apart of the c:antract- documents. SECTION. XIV * ALTMMTE SIb - ITENS : The bid' vropoeal ooa�eists of two parts., no primary items being IA through 17 and„ the alta rnate bid items being lgh through U. They alter iatd it�sstaa-ars.;a toter bid pa as - ge and they will be in' lude'd or omitted frCM the contract In: tot o. The ccetract: will "be awaxded to tha low',i,+ iWisr Cif: the p ;xaeiry bid items or ' the low biddsr of the primary plus alternate bid items wholly? depending on the funding , aVailab.le: 771 i t � r l � ( N '4 • D 1 .I .' , \4n�i'�'ll 1�'}�11r •� ,,:''� � A.4 N ,.,.:•. '.... ., :''Ji�I Sir.:;r,''w,.�w1 SCHEDULE A XXISTING FACILITIES SECTION 1. DESCRIPTION OF WORK The work tb be performed under this schedule consists, in general, 0 of the removal, salvage, disposal, relocation, anus/or protection 'in place of existing highway and non-higbmay facilities, both public and. private, as indicated on the improvement plans and/or specified hereinafter. SECTION Il. SPECIFICATIONS All -' work to be dose under this schedule shall be performim in accordance , witty Section 708 ,10,15 ,16 , and 17 of the Static Standard I Specifications and with these Special Provisions. SECTION 111. DESCRIPTION OF TYPICAL FACILITIES C. The facilities generally consist of, but are not limited to, the fol lowing s A. A*2halt . Concrete Pavement Remlaval All subjected material shall be removed from t a job site and disposed of in accordance with Sections 7-1.13 and 15 of the State Standard Specifications. Removals which occur adjacent to pavementa,. whIc h, axe to remain in place, shall be perforated to a neatly trimmed saw -cut edge,, The contractor will be allowed to elect a two vtep process,. C1 first by marking an initialrough cut by machinery car ,pavement.. breakers and second by performing the saw -cutting immediately', prior to laying down the planned asphalt concrete w6rk. The removal is estimated to be 3 to 4 inches in th iekneis, hawsvei,,, no additional compensation will be allowed ah6uld trxiekness prove to be greater nor if subsequent layers of AC ,r PCC pavement are encountered. H. P.C.C. Removals This work shall consist: of saw cutting, shattiaring, crushing, breakup, cut reinforcing steel, load, hauling, and disposing cf various P.C.C. items in accordance with Sections 7-1.13 of 13 of the the State Standard Specifications. C . Miscellaneous Facilities This work shall consist of furnishing all labor, material, and equipment necessary to remove, salvage, dispose, and/,�r role Bate fencing, gates, barricades, guardrails, postal paddle,,, and information or warning signs found to be existing .in the field and/or specified herein. Work shall be done in accordance with Section 15 of the State Standard Speeifioaticons. Facilities which interfere with the work that are to remain in place urcn completion of the project shall be carefully removed, stored ., and replaced dtiiring clean up operations. r8ow _yam r �"w��, f' 'VJ1+ h "f`11,�M it in .. ,j ..�, � r +•+� tie �, �, . r',. ,...��..,,..,.....�..._�...... .�., ._....�,. �aa�ws—emrrli►lrxll.l.illr __ _ —'�� - __ - _ _ '-���i3�_�,�I , + + • f i D. Street Light: and Traffic Sim, Conduit The contractor shall contact t1w City Traffic Engineer prior to excavations to datereine approximate location$ of street ltght and traffic signal conduit. The oot►tract or- OhAl . manually open ditch to expose the conduit at each locatici and shall exercise all possible care to protect in place. in the event a conduit is cut, crimped, or damaged, the contractor shall repair or cause to be repaired and pay all costs. Repairs must be mades from pole to pole, approximataly,300 feet, due to splices not allowable in these type systems, E. Bulkhead Removal The contractor shall break into and remove the brick and mortar bulkhead'at the end of the existing 72" R.C.P. All bulkhead debris shall be removed from the job site and disposed of in accordance With Sections 7-1.13 amd 15 of the State Standard Specifications. F. Cross' Gutter Rerair In areas shown on the plans where the storm drain trench exoava- tion requires the rerioval of a► portion of a cross gutter, the removed portion shall be replaced with Z inches.of asphalt concret:e6 on .backfill mterial (see backfill section of Special Provisions) The asphalt concrete shall be shaped the same as the removed crass gutter and the flow line shall be . maint:ained. G. Sewer Xiin Abiindonmant The seweir main to be Abandoned Las indicated on,the planal shall bt:.left:, in place, filled with same and capped at the ends wil.-h approved sister plugs. �, r Main Removal and relocation water main.and appurtenancem are to be removed and.,reloauted ihown on the plans, The removed pipe and appurtenanaft may be ied 'in the new location if they are good sound condition as Irmaned by the City's hater Department. The line will be ly tested and chlorinated after relocation. See Schedule G :heate Special Provisions for the Wager Department General liruments. . •, ��,,"^fir+•+, � 1•Jr•�7���',�n�:+l� `r•r f T •'�.•�i'f,r�� M • i r7 L2 1421 01 C.; I 0 ek I C, C 0 I• r it r� n 1 � ' , I Traffic Signals and Street Ligh� tirg I .1. - General The general requirwmnts and spacial provisions of the first sanction of these Special Provisions shall apply to ttais schedule. 2» 0 - installation of Traffic Signal And Street Light -ni SXxItt ns 2.1 - General Reguir�nto 2.1.0 :Ap liyation of Standard 8 Qcificatione Unless specifically modified or deleted by t1zAme Special Prov1- scions, all portions of Section 86, "Signals and Lighting,p of the Standard Sp4;ci.fications p which are .relative to the ward. ' to be done, shell apply. All references of the type "Section 86 refer to tha specified section of State standard. Spacifieations, dated January, 1975. 2.1.1- Dexcritfon The description of the work shall conform to Section .86-1.31 of State Standard Specifications and these Special Provisions., The work to.be done consists.In general of the relocation of traffic signal and street 1ightinq. sys,:ems at the followlag inter- aeGtion: 1. Bo1aa Chico at Heil (See drawing on Paige 15 ) 'rho eontracctor shall request a pro -job conference. to be held not later than five (5) working days, prior t'O 7MM(9eUC ixiq .' the prO j eot for the purpose of reviewing the work to; be done with members of the Public Works Department staff. During construction of the proja'ct, the cohtrac�tcr shall. gives five (5) working days notice of the readineO of any portion of the work for inspection, and shall not prociaed with related wort without Approval of the inspector. .2.1.2--IWgulations and Code All -plactrical elquipraent. shall conform to Se6t,i.on 86-1.02 of the State Standard Specifications and these Special Provisions. 2.1.3 -E, uinment List and Drawings Equipment list and drawings of electrical equipment and material shall conform to the provisions in Section 86w-1..03, "Sq•uipment Lis} and Drawings," of the Standard Specifioations and these Special Provisions. +,+II!+1� war`�r..�.�� ►1�7«r _�-',N•Mr. ^._.._-Wv+..�-�-... �.._- r .� .. ... 7 w�!� rrr.Mrrrle.witi,....�I,..1..�f.,,,M�L,r.,L,w+n+.�.w•�AYMw�.r+wr.+..r......r� � �•irt �rw. 0 ., , •, t • 1 i 1 Y J �• 1 i• E The contractor shall maintain all rieceanary notes, racox.ds, iQ' ,sketches,. drawings, or other material necessary to prepiire. and shall prepare "As built" driwingis indicating the lck ations, 0 lIncluding dauth and sizes of ronduitis installed, locations of pull boxes and standards, and other ;fork ceauplated by true contractor. Contractor shall deliver "As--built",drawing's to the inspector prior to final inspection cof the work done, and final inspaction will not be dome until su6h "AB-bu iLt" drawings are delivered to and approved by the inspector. 0 "As —built'' dxa vings shall consist of •blu sprint , c6oies of the contract drawings (provided by City) iapon whisk , contraactor shall mark the '- information required to locate the itapr' Ovements. markings shall be German ent . (ink or equivalent) and shall be red in color. Contractor shall riotify inspector 24 hottra prier to Moot for 0 blueprints to be used for "Ad -built" drawings. 24.4 - Warranti©s, Guarantees and Instruction Sheets, �� Manufactu;'vers warranti�2 and g.•�arantees furnished for materials used in the work end instruction shoots and parts lists supplied ,0 with materials e'hall be delivered to the Engineer prior to acceptance of the project. Thri contractor shall -include, as part of the equipment list to be;:. provide, index Section. 2,1. 3 of- these Sraoial , provisions, ,Ariformation setting for the warranty; or guarantee ;' Aod aseeaciatetl With each -item to be supplied an part of the work to be done under ha led i I t c u e. 2.1.5 HaintaiExisting and lsnn r y Lltctrical s toms Maintenance of existing and temporary eilectrinal 'systems. shall , conform to Section 86-1.•05, of theState Standard ecific, ttions a � and, these !3�ecia►l provisions. I Installation of t . Crary facilities or wiring ,sax ,the. ,uanvsnience '> of the c,ontractox , in the prosecution of the work, to be .;done shall be approved in writing by. the Enginemr prior to' installation, and the eoet of installation and.remova.l of such temporary 0 facilitiea or wiring shall ke borne by the contractor* 2.1. F - Scheduling of work Work shall . be schadulerd in conforimnoe. with 8sctlon' 86=1. 06 of Stu�e Standard Speoifica.tions and these Special provisions. � � 6 �. 7 �laf+et Preaautioris �. I, t • safety precautions shall conform to section 86 a 147 of State Standard specifications and thane► Special PxowisLons,r Applicable sections of California Administrative Code p Titles, �► concerning electrical and conxtruction, safety standards and practices, shall be adhered to and •nforcod, by the contractor. � -ll- 0 1 11F i1' ' .T •,+ •'iT' e� t�I •J �4� I' ��.1. f {Y /`t �'i' �' I� '�� �r •k� �1,• '�,J Ir `I.\I' i. I�' 'r '�' T�1 t, i9, r , AI �+ /` t �_ �,e 1 ,I�� � �i ll'I ,1 �, 1, (( y (��.. ir• 1rY�t 1�•fW�l� � �''� i ��,'�t VA A 11 I. is ,.I , rr '� t ( 1�' �w � Ji tjl' .'f• ill td„R��,�'���A'��.' `i�. 1 C��.:��� p, r ;..� � �� �1 �. '•1•t1, .�c �iS A•. ti':' r,Ni �9 L�, 1 y,J y ! �� , y r r,, 1' r 11 a• s bIYSlN ni•, stii.m •. r :e' 'dG4it.�l �'� ' o ...+�N^.�'Yy,T ."!/f••• T 7�.�. 'try -!,•irk y ''M la—'. -•� .,�f.w•r _'�.r!k r•r����—r��. �.�i'; } }.':I ..ice 1�La:,r��.•`1r�.r*: =1 a l . '�� r: -�r�'i,,Rte:t^,#i�..� N'4u`.C�`•--:'I,':!y?Y�i�?{'�IcttRf�y�.'' ,.�.J.'.!.T�. ..'S..'7 �'�1 kE (,7 T R. CI 0., 0 M it) 0 WT 01, A50 2.1i.8 - Definitions Tho.definitionj coAtaimW in section 96-1.0$ of E-Oblato Standard Specifications shall apply only to work to be done wAsr this Schedule. .2.2 Materials and installation _4 a 2.2.2' Z02.1.1— JPoundations Foundiltio'ns shall conform to S6ation 06-2.03, "FoWidations," and these Special Ptovisions. Uposell - Concrete surfaces in sidavalk axnas shall be f inished as dirssatod'by the Znginser, 'The furst $*atone* of the last paragraph of Section 06-2.03,, wFoundations t" in anwAad to readt "When &'foundation in t6 be abandoneds, it shall be removed complotdily, unless otherwise noted on the plans*# 2.2.5 tonduit, Conduit shall conform to Section 86-2.05F OConduit"p and theme Special Provisions. Conduit shall be the size shorn on the planal and shall be the rigid metallic type,, unless otharwise opecifiedo In addition to the minimi'm depth reqOirements of Section 86-2005c, "installation," the following rmax4imm depths shall apply% 36 inches below grade in sidewalk &roam, and curbed paved mdian, areas* 48 ihahas below grade in all other Ar"Be 2.2.6 24.7 2.2*8 2*2*9 2.2.10 -Bonding MA Gr&pdial Bonding and Grounding shall conform to the provisions in GeatUm 86-2.101 "Bonding and droundingp" of the Standard Xpwifications and thes6 Special Provisions, MUM ? F7 SO r '_'j tw, � 11 e, If N NIP' ..' ,�7c.,,.��., � ...n,r. -. .Y . ,r „r 1• .i .0 TF ^ .ti AR.r T r , 1 r t. • C.' brass bolt ding Jhishall nalitanda irorcontrollar attached yinch ar larger bradnd shall be run to the, conduit, ground rod or -bonding wire in ( adjacent pull box. Ground jumper shall be visible after cap has been poured on foundation. 2.2.11 2.2.12 2.7.13 ,�. .,14- Teating Testing shall conform to Section 86-2,14, "Testing," and theme Special Provisions. `0 2.7 - Pa yment Payment for the work described in this Schedule, *Special Provisions for the Tastallation of Traffic Signals and Street Lighting,* shall be made as described in Section 86-8, ' "Payment, " and these Special Provisions. The cost of restoration of.sidewalk and pavement damaged or destroyed during construction of the facilities installed under this Schedule of the Special Provisions shall be !Lnoluded in the lump sum price or prices bid for each itema, and ahall not he paid for as' part of any othar bid item of a similar nature for whLicsh compensation will be made at a unit price. 2.1.7 - Safety Precautions 'rrl IiHYr* rAArr�.+��Y,/i1 Safety precautions shall conform to Section 86-1.-07 of State Standard Specifications and Bosse Special Provisions. Applicable sections'of California Administrative Code, Title 8, concerning electrical and construction safety standards and practices, shall be adhered to and enforced by the contractor. I contractor shall require that, an aI,)proved safety vast be -worn by all of his personnel who are wo'.king at this pr6 jec; site. Any worker without a vest may be orde.rod off the 'yob by the inspector until such apparel is acquired. Questions. as to approved vests shall be directed to the Engineer. The contractor shall provide for and maintain provisions for Public traffic through the construction kr" at all Maser o Unless otherwise specified in those Special previsions, rrurk shall be in accordance with Section 4-1.04, 7-1.095, and 7-1.12 of the State Department of Transportation. M110M 1 ..{, n •r r�.� s�fIf7 r.� s�rw! �°+We%{ , ,w°7►XS' +m = -11. 44, POIN6 0", 14 4 MA `7 . w1k, jr *0 k. ,a w sx Q I 4 0*0 4l, Vj T V -If 14 r ♦ 'Ar. 41 4 Y1 NO- -All COMOtrOatUm dAOWU%j pW1 ha in aa with &Wtida- 7 1,09 at ** St*tA Otafidard Op"ifiamtib6s, 46"b rater to. the Curmat I of Iftrai" Sivm Lishts r *Ad Devices to' jr U" U. Per of wk ujKm R;iv�lmys 0 JAXU*4 by the oqwtdm m"t Of spoftat*000 4"to Of CallforuLat ol. tOr, r tulml 40VLOW as-traff BtA as to 00-0 cam, 'be OUv6tdd to 'tbe Ugineer 'T jf.1 4. 4, 14mb o'l OWN1 I I , ,WAW , � C-A .- I . . 1 7." ow/yw - d hig. T -4 AYJ. elry 0- -fr4m -37,N1. Som Up"Irlow— w rAwmem jmWw "Pa /r e"ov". *w owe at 7s jffxwo Pil!z 5 Aw" rpm 47R als; 71 0 0 (.)I - I-1, I SCHEDULE B EARTHWORK SECTION I. DESCRIPTION OF WORK Furnish all labor, equipment, and services necessary to perform the required earthwork in conjunction with the various construction items consisting of, but not limited to, the following: All clearing and grubbing1, excavation, de -watering, shoring, removal and disposal of objectionable materials, backfill, compaction, and loading, hauling, and disposal of surplus earth :materials. SECTION 11. SPECIL'ICATIONS The work hereunder described shall conform to Sections 7, 10,150,16, 17, and 19 of the State Standard Spe3cificatione, and to these Special Provisions. (, SECTION III. CONSTRUCTION DETAILS A. Clearing and Or%Lbbing_ Areas where construction is'to be W foKmed shall be cleared of all buildings, fences, lumber, walls, stumps, brush, weeds, trees, shrubs, rubbiuh and other objectionable material of any kind i which, if lezt in place, would interfere: with the proper performance or completion of the contemplated work, would impair I its subsequent use or form obstructions therein. Trees and other natural growths outside the actual lines.of construction operations shall not be destroyed and such measures as are necessary shall be taken by the cont:.racto: for the pootection I' thereof. Organic material from clearing and grubbing operations 1 shall not be incorporated in excavation backf ill. i0 It shall be the contractor's rasponsibility to remove kind dispose of all excess material resulting from clearing and grubbing operations at his own expense. The contractor shall make his own arrangements for disposal situ$ at his own expense, at which said material may be lawfully wasted. B. Excavation The contractor shall submit for the acceptances by the engineer, in advance of all excavations of depth in excess of five C5i feet, a detail plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the ha2ard of caving ground during the excavation. If such plan varies from the shoring system standards established by the Construction safety orders, the plan shall be prepared by a California registered civil or structural engineer.. • f� 1 rwllwn..a.�./�IY�IMn''t�w.��.-ai.r - �fM�a/AwN14 �.w�.�Y.���+•w.�. r � � �t 1 Nothing in this section shall be d.eemed to allow the use of shoring, sloping, or protective system less effective than that required by the Construction Safety orders of the Division of Industrial Safety and the occupational Safety and Realth Act. All excavations shall be performed, protected and supported as reequ$7eed for safety and in the manner se;. forth in the operationj rules, orders and regulations prescribed by the Division of Industrial Safety of the State of California. Barriers shall be placed at each end of all excavations and at such places as may be necessary along excavations to warm all pedestrian and vehicular traffic of such excavations. ,Light•s shall also be placed along excavations from sunset ouch clay to sunrise of the next day until such excavation is entirely refilled, compacted and paved. All excavations shall be fenced in such a manner as to prevent persons from failing, walking, or other- wise entering any excavation in any area, public or private. The location and grade for the structures will be established by the Director of public Works. Excavation of every descrip- tion and of whatever substance encountered shall be made to the depth and grade shown on the plans. Care shall be taken to reitriet all excavation to the lines and grades shown on the plans, with adsiquate allowance for clearance around concrete structures and pipe lines. pipe trench#.a '13hall be sufficiently straight to permit the pipe to be laid true to line in the center of the trench. The trench width shall be such as to provide a free working space on each side of the 1:ipee as laid. If water is encountered,, the material through which the trench it excavated shall be .dewateered xy metmns of well point -system, or other pumping facilities acceeptablP to the Director of public Worker, to a minimum depth below sW-grade to 18 inchers: The trenches and other excavht.4 ons shall be kopt entirely free of water while the concretes is being placed and the pip* is being laid, and until the concrete, or m6rtar has had its final set, or the pipe joints have been completed. Water Mall be disposed of in such a manner as not to cause injury to public or private property nor to a Monaco to public health. Ex;;avation for all structures and pipes e:vdll be to they grades shown on the plans and shall be sufficient in site to leave at least 6 inches in the clear between they outer surfaces and the wabankmeent or timbering which may be used to portect them. Free access must be provided to all fire hydrants, and means shall be provided wherrby all storm acid waste water can flow uninterrupted. 0,17- ,....._.�..__ vwr ...w-M .....� I .., ..,.�.ti '��c. _ .... ,. .� +. ., ... .,, . . .. �'_ .. 'r;. ,. . it .. �, .. .'a; ,. •ri'.. .'e:•�. J• i 4 a A c7 t: 01 r Adsb ... a C? Where necessary, trenches and other excavations shall be properly cheated and braced to furnish acceptable working conditions. The bracing shall be so arranged as not to place any stress on portions to the completed work until the general construction them«ot ha►s probOaded far enough to provide ample strength. Any damage to structures occurring through settlements, water or earth pressures, slides, caves, or other cal+see, .due to tailure or lack of shooting or bracing,. or to improper bracing, or through negligence or fault of the contractor in any other mmarner, shall be repaired by the contractor at; his own expemser. Shoot piling and other timbers shall be withdrawn in such a mannbr as to prevent caving of the walls of the excavation If extra excavation in ordered in writing by the Director of Public Works to obtain suitable foundation conditions, such excavation and the.materials used to refill the excavation will be paid for on a force account: basis. ff Over excavations due to contractors nengiligence shaLL be refilled with well tamped sand and gravel at the contractor's expense. Materials excavated in streets and roadways shall be laid along- side the trench and kept neatly piled so as to cause as little inconvenience as possible to public travel. Pavwwnt removals shall be kept separated from dirt removals intended for backfill. All materials excavated from streets and roadways, not required for backfilling and objectionable materials shall be immediately removed and disposed of by the Contractor. C. Backf ill All trench backfilling shall conform to the pipe bedding datail as shown an the plans. All backfill shall be done in such a mariner as not to moves or otimerwise injure the structure and/or the pipe line. No backfill shall be placed against or around the structure or pipe line until said has been inspected and approved by the Director of public 'Works. 0 All backfill shall be made wish suitable material which, is clean and free from organic or other objectionable substances, Large rock fragments, stories, boulders, or broken concrete pavement shall not be used. ti c D. Bed_ _ dingy, Bedding shall conform to the pipe bedding detail, an shown on the plans. A minimum thickness of 12 inches of Class A bedding shall be laid under the structures* n�ai.My�..�•a�raW+•.n•�..+ r � r... rr.r • ..� . _ . —.y.. �.� �^C 0 r�—•._ �� s �r' 1 fL ' ., �';,. � 4 ^ , W1� -- 1d__.. — 'I�f/�MIAA�Y••MMY ��M'�YMY1�r+�Y`ma's►�1r�1`�f�#��MI���Lw�w1Y�.� � �,�,��.�'�'� .ff _ 'I�—w�+ i c_d�>`y�•f-a .r�Y4s;.�7M2� i ' 1 a Class A bedding shall be composed of sand or No. 4 (maximum) i crushed rock or gravel and shall be laid to a thickness of that specified ied on the plans, � i Class 8 beading shall be composed of . clfean sand with a *and equivalent of at ' leaat 30. and *hall be ;Laid to a height• of that spewified on. the. plans, and. shall "!Do coWlet.ed prior to placemnt of the balance of ' baokfill•. E . Capav t ion Abov9 the bedding material,.nature•soil may be used -for backfill, except for pettyor fat city materials, $aakf ill shall be r i 'e in layers not:exceeding- eight -inches iri•thickamai-. �=Each layer to be compacted by moistening and tamF►Lng by equipment, machines.', or hand tools. Trenchbackfill , shall be compacted ' iri: aceordanoe wi,',:h Section 19 of the, State Standard 'Specifications''to ei reiatiire d mpaction of 901 to a depth of 12 inches below the pavement structural, section and 93% from 120 belowl , the• pavement structural section to the _ - - pavement atructuxel' - section. - 1 The contractor is hereby made Aware_ df_ the minimum testing which will ba perfos-med at the di.rocztion: of" the. i i"rsato of.,Pt�blic W6rks. ft*nohea •wiil be tested. in•. hdrLkonta.t '.increment spacing j not to exceee d two (2) :feet coimmerie ng onc; (1) foot above top ' o:! bedding mate'irial.. Teatiho • ;n •, the .,Oer4eal increment. will not Q nocess&kily be': at the: name 1oC ttionis; • : ,�` a� ; tht `tests iwiy bt; staggered at the option of the 9.napsotor. The contractor shall perforim' all work necessary -.to. *tta' in the re" squired comptetion. O ' 11 0 1 1 t U r ! I r •4I t �+ • i I, '• r. 'r�,4_ r � • ,j � 1 yM'ri�1�1//'Y . ... w .. . _. _ � L.�r -••1r - �.:Sra�• �::. _ r.r.. 1 � ■ � . . 1_ I,i':_ vnn.•. -.. _.. .e. 'l'' � �::� 11' • _ .�i. r � I r •I r. 0 I SCHEDULE: C CONCRETE STRUC:I'URBS SECTION 1. DESCRIPTION Of WOPX Furnish all labor, materials, squilment, and services necessary for the construction of various concrete structures as indicated on 1 r) the plans and heirounder described. I SECTION II. SPECIFICATIONS ' The concrete work, horeunder described shall conform to Sections 191, 51, 52, and 90 of the State Standard Specifications. f:l SECTION III. CaNS'1'.RUCTION DETAILS A. Earthwork Y Attention is directed to Schedule B for all excavation, backfill , conVacti.on, and related earthwork operations. l S. structures This work shall include all formirg,y placezat of bedding, place-- ` ment of reinforcing steel, pouring concrete, form removal, concrete finishing, .placement of tops -sand zovers., pointing and sacking ooncrets and clean up. G All structures shall be ootttructdd within ,exoawations suffi- ciently prepared to permit. prefer fornisq of the facility in conformanco. with the plans, details, w standacd dissensions. All concratte .structures shall be double forme& Excavated earth side .shapes shall not :be used 4s side ftevua. C. Materials Bedding for all structures shall be composed of sand or no. or No. 4 rock or gravel, . .A nialawo of 12 inchen thick concrete for all structures shall be Claw A ccoacrete propwtjan to produce t minimum cmpre ssive str•Agtrit of .3000 P.S.I. in 28 days. Steel reinforoaamt shall aonf uzai to ASS Standard AS15 grade 40 (fyw20-,00V F.S+I..) n , a u I .w,.. � 1rr ,1. l ti � �' 1�• '� .. , , . ,� r�� i _� � _ .• ..ram 0 SCHEDULE D RLINFO,RCED CONCRETE PIPE' SECTION I. DESCRIPTION OF WORK Furnish all labor, materials, equipment and services necessary for the construction and inetallatioA of a reinforced concrete 11torm dra►i,i.: pipe. SECTION 11. SPECIFICATIONS The work hereunder described shall conform to Sections 10, 161 170 19 and 65 of the State Standard Specifications. SECTION 111. CONSTRUCTION DETAILS A. Earthwork Attention is directed to Schedule B for all excavation, backfill,t compaction, and related earthvork operations. Bedding and backfill shall conform to the pipe balding detail as shown on the plans. S . Pi2ing 1. General All piping shall be in accordance with�Section 65 of the State Standard Specifications apd in accordance with the DWLoads indicated on the Improvement Kans and/or proposal. The interior of the pipe shall be kept freo from diet and other "foreign material as the pipe 1piring -progresses. Care shall be taken to make certain that pipe after proper cleaning remains -clean. Open and& shall be plugged or covered when. Mrork in stopped at night or for any other reason left .inattended. Any piper which, ;is not - iin true alignment or. develops heaving or settlement of ter laying ,, ' shah. be, taken, up ' and relaid at the contractor, ' s expense. No pips~ shall be laid which is damaged, cracked, checked, or spalled or has'ank other defect beyond the specifications tolerances; and all such sections shall be permanently removed frc�ar, the site. The given pipe lengths are approximate ring based on the horizontal distance from pipe and to pipe end. Actual installation length may, therefore, vary slightly. Z. Joints a. Cement mortar - The owent mortar shall be oomposed of orxe part port;and cement &M two parts of clean sand. Thar ,consistency of the point mortar shall be such that it will adhere readily to the pipe and can easily be squeiiked out at the ;points. A31 mortar shall be us*d ���' •rt Ya,..r. ��..�......._ ..�.......,�._. �..r_..._...�:,.�.,.t '-21- t om• „i,�..,..�.. ..•�...rT�_. 1,77 ;,!', ,. '�,, h•, 'f r'� a,.;ft;"�`/,xi ,.y ";'fir f', 2 6 !i �M 0 0 i 0 0 011 �+wI A wt�.w�M1l�alrM ti1,4r.t.Ltl�lf,�l.ly.".r '' ,�1 -7, �7y•�/'`r --W4M6dWF- now within 30 minutes after mixing with water and all parts of the pipe to be in contact with mortar mhall be wasbcd clean " thoroughly wetted to insure proper bond. b. Tongue and Groove del f"CMUWi" Joint6 - Ca ) -ate circumferential amtarlug of outoldo 3otats V11, 11 to rooireC . U#e of p6ur.Laq diapors:,arA birds, shall'.ba done in ptab a manner so as to,prevent air looks 'and to insure amplete annular filling with, mortar. in all cases the entire - depth of Ow fWshed inside tar :in such a ammer as to joint shall, be filled with not. insure a strong water tight joint. C) -22- MI 011 7 21� qr , Oho T�A a W A WA 29'4�X.Uoll mff uu ai &W, i ii a A md a T -.P1jMMrf'%APR 11 W, rs AkMWMdMWMhW& law eWdlwi * T %;,• . +�,IAAIRI, P ! 1 { + ! 1 I ' 1 I• i 1 , I • � I ( I11 l 11 r .I• . 1 1, .1, + 1 1 11 ! 1 1 1i it i� i� t' i ;r+ i �i 1� II 1 1 } �1 t rl� �1 .i Attention is directed to Section 63 of the State standard Specifications and the attached Standard Specifications ' for cast i ,4.n place pipe dated March, 1974. 1 In liau of the 90 percent oompacti,on required by the Mxrnh, 1974 specifications the 95 percent required by section 19 of the State Standaird Specifioation will be required. i r23w r. g ...r +ir�.rr.�.... I7r Cs. lr 1 (' 1 •III. 1 1 NI! � � 1 1 r , 111 �1+.!�-�rwrt •1•yy�wrr�.wll.w wwrr� 17w.MiN�Y.ia1r-' .+.r�6.�MwIYMr..ww.M+wnMw. 1 �.a:..w.�+wl�rt•.i`M+�.Mh..�'wwk'v wr,IfirrwM,�. � ,,.. ..� ,'_e.f.a. � :�r.....%�., ..5•. ►:rr. A _W..i &A ..LL5:eL., �••aSiie...,t�:.ry_... .... .:.L.�•r.. .a'..�_�s.'.Lid1_'. �111~�Fi._.. yL,�,/... h.��>�a,i. .. ..r ..�-_.. ,�� .1� __ ....re.. ,.� d'•�� •�."�T••i� I SCHi DULL E CAST -IN -PLACE CONCRETE PIPE SECTION I. DESCRIPTION OF WORK Each bidder is herein notified that cast -in -place concrete pipe will be an allowable alternate in whole or , part sn accordance with the pr6posal lixtings and the hereunder provisions. The work consists in general of furnishing all labor, :4.teriatls, equipment, dnd services necessary for the construction and installation of a cast- in- ii ace concrete pipe storm dr^in line. SECTION II. SPECIFICATIONS 'rhe work hereunder described skull conform to Sections 63 and 90-8 of the State Standard Specifications, the attached Standard Specifi cations for cast in place pipe dated Marcrh, 1974 and to these Special Provisions. SECTION III CONSTRUCTION DETAILS A. Goner The contractor shall ack:io+wlledge they size listed on the proposal are design minimals. In the event any listed pipe is unable to be supplied in the sizia listed, the bidder shall bid that size: but supply the next la•rgor size ava!ilable. The • structures detailed are minimal and increases in sits car wall thickness to accommodatb cast in place papa shah, be ;amide at the contractor's expense. The contractor may subunit a proposarl. whidh incorporates pa rtions of rach type pipe, p-ovided no changes will occur.in the planned pipe sectir-nnat , i. a. structure to structure shall bei the daun-e type pipes. The. minimum compressive : strength shla1 l be 3000 P. s. I. in 26 drys. The contractor shall submit tothe Director of public Works a structural crass -section amd the type of concrete to be used in construction at least + weeks prior to actual construction. Th8 contractor shall assume all risks of the existing ground being suitable for cast in place. Excessive water, caving, soil or any othor condition which causes change to RCP shall not be considered for any addit oral compensxticn4 B. Construction SEecif cations i 0 Q c1) r� C.) () i)I