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Home My WebLink AboutRESO 3564t�� "rf"�<xt • 1J ♦1 • 4. • 1 • RESOLUTION NO . _1164 RESOLUTION OF THE COUNCIL OF THE CITY OF PALO ALTO JEQUESTING THAT TOWN OF LOS ALTOS HILLS AGREE ON LOCATION OF NATURAL GAS LINE IN PAGE MILL AND ARASTRADERO ROADS WHEREAS, the City of Palo Alt o desires to furnish certain u tilities, to wit, natural gas, to portions of its city lying generally southwesterly of Stanford Unive rsity, and WHEREAS, the most convenient and economical ro ute f or a ga s distribution line f or s aid p urpose is determined to be along the existing right of way of P age Mill Road and Arastrade ro Road, as shown on the map affixed heret o, marked EXHIBIT A and by reference made a par t hereof, and WHEREAS, portions of said public roads lie within the corporate limits of the Town of Los Altos Hills, and WHEREAS, there is grante d to the City of Palo Alto, a mu nicipal corporation of the State, the right to construct, oper- ate and mainta in gas pipes, mains and co nduits with the necessary appurtenances, acro ss, a lo ng, in, under, over, or up on any road, street or highway within any other mun icipa l corporation of th e Sta te, upon the condition that the municipal corporationsshall first be given the opportunity to agree upo n the location of the use and the terms and con ditions to which the u se sha ll be subject; NOW, THEREFORE, the Council of the City of Palo Alto does RESOLVE: 1. The City of Palo Alto her eby respectfully requests that the Town of Lo s Altos Hills agr ee with the City of Palo Alto that the location of said gas pipes, mains, co nduits, and appurtenances shall be within the existing right of wa y of Page Mill Road and Arastr adero Road, as shown on EXHIBIT A, and so as to interfere as little as possible with other ex isting u ses of said road, and tha t the terms and 1 fir • co nditions to which the use shall be subject be as foll ows: (a) That said installation be constructed, oper ated and maintained in s uch m an ner as to affo rd security for life and property. (b) Th at said inst all ation be constructed in accord ance with the standards set ..orth in City of Pal o Alto Standa rd Specifications, a copy of which is affixed hereto, marked EXHIBIT B and by reference made a part hereof . INTRODUCED AND PASSED: October 8, :962, by majority voice vote . ATTEST: y n APPROVED AS TO FORM: APPROVED AS TO"OONTENT: Ga s -Water -Sewer Department 2 puy { • Y O 0 .._0 so (1 'w r•0 LEGEND Pro posed Ga s Line Route: Rou te in Los Alto s Rills . Rou te not in Los Altos Hills ridrw4.1a iEa LN. 0 lYtsrt' $` 0 A. -7 pea i l ro pals A/1° lily i L roils,.r�` pW- • CITY OF PALO ALTO, CALIFORNIA D EPARTMENT OF ENGINE ERIN G STANDARD SPE CIFICATIONS Janua ry, 1954 MIZNO NISMUNIKOPIINM Section Z. 3. TABL E OF CONTENTS Title GENE RAL PROVISIO NS DEFIN ITIONS AND TE RMS LEG AL, REL ATIONS AND RESPONSIBI LIT Y A. , Contract Security by Co ntr actor's Insurance (1) Compensati on Insurance (2) Pu blic Liability and Property Damage Insurance c.. Laws to be Observed d. Per mits and Lice nses e. Patents I. H ours of L abor g. A lien Labor h. D omestic Ma terials i. Public Convenience j.; Public Safety k. Preservatio n of Pro perty 1. . Hold Har mless Clause D A. Co ntr actor's Responsibility for Work n. Proper ty R ights in Materia ls PR OSE C U TION AND P ROGRESS a. Subcontracting b. Assignment or Tra nsfe r of Contract c. Character of Workmen d. Tempo rary Suspension. of Wor k e. Time of Completion and Liquidated images: fo: Pro secutio n of the Wo rk g. Notices h. Terxn igatiou;,or B rea ch I. , Monthly Paymen ts j. Final P ayment CON TROL .or THE WORK a. Authority of Engine er IntierpretatOn of.PLuns and. Specific ations co Superintendence d. Lines and G ra des e. Inspection f. Removal of Defective and Unauthorized Work -3{ Table of Contents 5. 12. Final Inspection Interfere nce with Utiliti es i. Alteration.' CONT ROL OF MATE RIA L a ' " Soiree' .a ttaPp1y and Quality of Material b. St or age of Materi als c�. fect M*terials di / Trade 'Names a nd Alternativeis e4 Saxnpler`s and Teet s CON STRUCTION DETAILS REFERENCE TO CALIFORNI A SPECIFICATI ONS EAR THWORX s• 1 escripti-on b. Trees c. Surplus Mate rial d. ' " Resetting of l rames and Boxes e. Connectio ns to Adjacent Property f Exc avation for Structuwres g "Ditch and Channel Excavation SUBO RA:DE ; al. • General l Requ irements 'CRUSHER RUN BASE a. '" t3beneral, R equireme nts PLANT -MIXED SURFACIN G IL' neral Requirements ASPHALTS ,, , "'Gene ral Requirements PRIME AN D.SEAL CO I. t5 ar. t n��rsRiquirements P OR TL AND 'OZME T CO RETE ne ar Requi ea*ts POR''aL A'.► aEMENT CONCRETE PAV EME NT a. ►x1a"x+aai Raq►tir+ata *Mi $ Table of Contests 15: 16. 17 . 13.: 19 . 20. 21. • 22. 23. ., 24. - C OMP* c. sawn a. 'Olt SUDIPTIM a. aa. CLA T P ab► a. c. d. a: . t. 4. >a a.. b. ON D ETAILS 17. PO RT UA ND.TCEMENT CONC RETE SIDEWALK 040;411/4114404 utrantits a .• ; , •ub P br+epatti on and Crusher tu n Rime c. meter ! 18. Iatpitossw.‘ $EST= "; .1 *i, 19. NON4,410C ►. CONCRETE PIP " LINES • ",'.1,4024144 14-44tr emepts 20. CONCRETE PIPE LIN ES Gene ,RR.gi $.r'ilnents 21. 00026001141V/110114VSP/1134NES D iem: ! :Sew . St9i2M. V>XWor Sewer. 144404414 " 1111 a,f c .c9 ct4 t Xua ltettion _ sixvi baspeation i 26. , I. 4 277 ", , � 1c f •1 TRH };.- -41p r.{;''' .': i0 ..i Z 141,41M iSiik1 Lce • C O1nnect ons 28. GASiMASS AND ,R TWAXCE8 �!�► ,Itetea,,g1Ryq etc. 29.-- O RZET' I4 H GAtiettCTROLIERS ,,t, , t ti Co natrlwt an ATAVVCATOORMISS 1RIe,aai% • O s1 •1 ki'10'1 rat' • M F! ::e' on otThe ntAtis r •tis i t , , , r- . *' tte , t , (`fir Qr vb. iw�Frr;: . wt • ^ �:ST"t . YW . 1-•'Y -l-1 y * 1" i _ l` 011011010 gem .'.1• it'N> •. l A�:T'�._ rt �tA_g} i- r'4 ii <-1l�' 011. 1 `/,i'1.: ii df..t. PP UIETLNANC ES t-'Wt�r, ira v ` , hF'elxxrents. or instr uments Werra *vise ae s� ;' ii,- ' terms or pronouns in place at theor i itre utlad,. !ill p� '� k4%i 1ittie interpreted as follows: 1, { �'-;;..4.4-', ., t J" ✓u0S ►_, r -i' ' • .City �,, � v,11#144100100:401110. iliiornia. (b) City C on ttei'l . y:' ' )1th4 Cy r Coutl f- the City of Palo Alto, (41 atiliise8 7. ' ; 'kk, , ,riyllsrtgineer' of the City of Palo Alt o, . .'...,11'-. Viiiiiteertit$,-64eho IS a lso the Superinte nde nt * J )'40.' ee iiv,ort hire=.tu thsriired representati ve. (d) /stapeta*e 's, ': ?° l a is c ter' or $Ospeeiatrs of the •, • :aCi i tow ' Calife enis' ' acting for the ' ,.,n,'idder'- ,47, ' t obl i+ i, firm or corporation su bmit' ii,. nt*f'5 ' work cbn tl'ttnplate d. • !r.w. 7'd ! � i'�'yt et '#ht'`Qt a dull atuitfl+0irlta!!d (f) Ce ntre►cttor;' *t rde` rani a4,-'-ee •partne rship or ; tti q41 + . vi i owtiri Bred into•'a., Cafe t dR l ¢ r Ptlifi'ssco►id. 4 �. , ,s,� ". d31'he•'Clil 'tagutrit3- •i L i a '`. tt. 4' 4 : , 11,j `{pilliaPtaiir .'[:'iil "'l f , 4' 1 . c i. lF.',4i.a ' (b) v ,. Pr•opitiskal. tr , fi t ` filar the wo rk when .lAde, -.1"- ititsi"tris,;6164",::,,.7,/,! Section 1,. GE NERA L PROVISIONS (i) Proposal Guaranty 0) Plans i9a' bond c- te 'l m ►e ppL, st�pat►mitteel 'fit theac b er. re y' r `'b#dder'"' "'"' hai*r. into a b ontact m' tie the'City fo r the constructi on oft i it iWay+,t sdE b .. e atliielgowi'l,e+fii es. . typical cr oss- se ctionel, merit AvVirking drawing*. and aupplementel drawings, or r epr adtiasta"f aapprd:^the B:uSin- Ae'r � , °a1zi�CbG' d rkt , the to r dimensitinegM4 dd e g - 9g the v k.slr'be don e" `and whicii..11*e $a'w' e°c iisid erred as. a :•;:p t drthe: ntra'et suppleantaryito these specifibatio*a. (k). Specifica tions The directions, pr ovisions, and req uir em ents conta ined herein as supplemented by such spec- +ibl,- ,prelele a'et► may= 'n s ar'y4 psrt atnieg o , the ion and mann er of -performing the week :fir+ lithe quaa ties and'-gaalities of mete r foie te'biiiiirnished under the contract.. The ape4dial;'pn• ►isfons ar tt: * clennee setting f�ar#i amens or re re ments peculiar to the pretiO4 un der con sideratio n an d cowering w ork or materials involved in tha proposa l and e tie bn not to ad by these • . Cfekecifica ttons. Eiipplewtental a gree- ments; arc written agreement* executed' by the Ceistrec itee end the City, covering alterations. I.. e ►i4er iae 'Or` e*rtenslon s to the: Contract. es "S:��R*'�snid�r, �_!''. i J:•i orb �X�: IJ. p+61, • - - I *7w *tten-agreement covering the perforznanc lel the wertuand the furnishin g Of labor and matt ials in the Beanetr*2etio n of the work. The Con- iteanit410 11(tataitde thePiatlestrits c Otibactere, the alone, lokitplemental akrle, lAt1 ►W+rai +a ti►. special:provi- Vie; also a a nal a ll su p- etttosding th s~A Y • ' ,re quired t in a subet*mtial so&A ac cept*b • tit, itissoy7,04441 4 •1401 -°;;tlea ' ; 1 d d. '� t•- 1 1- Yt Ts3 Js • j - t ..� �i Iq �i Ai L l COIMA CE1111011,11Mr.1444111011, joi boon' Avotetkitiviresietar foram ts altitrieatk�+11 < Amiskilliterppirneviiplwimios Otir illkerbsi e, f,, Aci atielest fib~ 404041 oak • -1^. a1 ^1l lam . <� f.glinkside-Eforkene Er' •' 4t. Lrft 4iiefilnetiosti as t' , .:"its -K M`Aks 6F AF :! Y, Y; F:cc &411118411611101121100' I mit sL itilietwithiggivepti = 5�1 ponlytygt s, writ A !k. r bidder's bond. accoscn- peal submitted by the bidder, . the bidder wilt enter ittto he City for the cons truction tis'renrded to him. IN. Profiles. typical cross- creisa*teictions. :wo rking ppl:emen ta l drawings.. or E{n~ v i *e.'{chI ' t I wasiv bI is re' tote ci 'l idere d as a tc t e upplensaltdar #40 - these Itro vioicete, an d requirements as Sepotleittet ted.by su ch spec` e pertainitsZ k rnn otter of ,priming the janttma ** d qti l 1$e ef led under the contract.. The fs arcapactiac cJ* je s aettint fr requ ireme nts peculiar to i con sider ation and c overing Is involved in the pre pc� an d ttiefact it co ed bit. these fa tio ns. Supplementa l *great k agre ements executed by t►e. le City►, covering alterations•. ;Mansio ns to the C. on tr*ct. as hie eh, 'anent co vering the perforretitI ke fur nishing of ,labor X11 t �J !ructio n of the work., ' 'Con* :} a the 'nutI . tO ccr c icto rs specific el. spe cisi provi' kot bonds; also any se, tt1i sup-; Ie nts amending, e r,-e*tefldti Fd and ildtkdrinai idr0010**1'. in a s/abeitantial seek cs -i r � �.c r r „c -' r:. rY � � • � - '4,...2 ^ i' �� -' E lr + xr •'1 `�S E. ,a: iier'; 9 { 1 arta At 0 pride :0141144ktatt oastralliter i ,' temect s •Ce Pr. evi- ionniormwatotootrect or i c*ted $ *U, rc let.d'improve, .- esRa ilrarC. ea ct.. kit'(104 04400114101.#1*.ef Ate.' conies* StOkeel itittlidittlisSzfer*hetka carktaract. The: at; ttd Germ attached) 'd ` 1 4004**a*: se cuAtp it t Attiot4gesst` *rateitias`firy , ., -b),. '•J‘ t �AT�.T � .: 4 .i { 1 - - S tinthi►h, r �� i.+� �`f rt�e 'ltt►ot�se''C�ameP�+Re e.r - "•� a cried 2 d, is s al ' A . .' oh'+ta • by th e ' City. r n ka* . 1 Cher tents to r .b G4Na ,' I tslia csotsattor to mss "as r + h . t rots required the. al4c. se t msfse ri ti ;d,fi. , x J a +,, n }rt.it t K ' h v fr ! S v l'a+ `ti;:e f'*11,4,41.3'. 1A- .,‘ , " rr, :. , + r'(rt; t's i Pa . ,F, „ a*. l; ?! t01Plitctw: ion t a out : sotv, i J 'a. k 00***: Virkfl ' haloes +NrMtn eer=!tp ed x t o f eoseotectilsittdo dU1!'. : sublet. let r� �' � � '�'16M!i�t+Nt;+� t►eHsr;f'aitati of the At d boy :' ,,. Walk natdar this pottilit401. wise' terAhall idit?C - en is sot :;Y .+,P'41, 9,,- . g"�1-r� :�. C I r Sftr .. P,)4 ,b1/' j fictlintlivokof titeoakirritttl le uri g th oAdOntreetorOde 0- controoton aland,dtt,M, Ate "'°�'afuipp ea t ogaina .! 'ar ing tie • ile ►9dc e01,0 ir. apt ,' b• ntaIr **Ault, i . onitt. anIr work herein reTii,re4,,to be done by: th e, 9e # r includi ng all costs of detendinS any claim attain* as a result thereof. Such policy shell be in; an amounts .at 1,00,41t $ 50, 000 , 00 r UV:the deatlikOt OrG•I yt to,olittlegoOttO,,in ., any one occu r - reacra $100.400. 00 for the deotb• 4 ,11, inu ry to •more' thin one per son in any one ocdearreac d *10., 000.00 for pr o- - potty dan a #t1i +laia�ir;.eoleae > dti , ! sa , S ►id '' akali' '? +fined i9#4d e .&n4 oeffect hnt, ehe O n$**it ebi it. e.: iakl)r p pehsll st ate . :•: ,, earth**. i re nUR nt;the i o tet;s$id p olicy" shall, ,ot:be _ �d t l 4101*° et• Le as t;en t • (.I0) da ys' as wtt.r�p++d'e+' .- LAWS .: TOIi 05349/Vn 'lS t"bM Tyr , . far% fnfarmed i lint i d1ut c m , . ' ro - .0 ;aENAEf A�11 CU4 •" reg& e:.,a tch , . d ^ ', ":'hose , ,o employed 'i s intet i tffir ate.$ r; e'. rk. or ders' d'r dew i ;a, , t a uthority aver the mane, Ht at #.lit•'tlme ObitOrir, and. co $y with, and : danatt' a ll 4:0044 etit a tiaucli%• . .• #fie .. • 3rdeVai an d.,dac ottottt*. ofI Alto dallo .i • *gatess•^a ny. claim . or ��.0 ' ��„ by h# leei {'�0� 'hlt'8' 4lel111pr r s . ,, iii dime's rd. dhe p� ' +'.r v or eft �fs r. #ho etor'k in •rem t adai ' 1 � ,, . M' rsegulatii Or+" . or •decron; +N"C :•�'vfbril'* th, ,-0te , • ► `1 flee, Taw su it *Adam** City; � nt$ sad ser a on the violation >tir decree, orketitor �t b t+ata'ay r y i N• • PE RMITS A]NDi"!1N►'lie�nti� • p+are a and licenses, pay nit cb& gte and, itikone, Mid gifoo.$1, nohtcsa moose* and inaidelst, #,a .' ldv r.eagd llr "I ems+'. ^eb'k. • Inillcarto Itlih oNfnati ,ifillibba Ada*. i'01•11 600 ea suits at law, Ir e onay Ps rho don e 111SsIItt`'�S parateigi The Conti eatiankottlito Contr act by hi „at*.*Mb c �41t1i�'Si�iSeiMgI1�M� • as -y rash mewat set ure4 sue, ,0 U U 44.4600/4tillb MAW d 6 to *OW *hiring nor 1.' ''11111641416111111ideit Alan to nee hiElititiliatidEERnatititi mofib ' f ":r.1b ealketrattie ft no 110wiper* whit YU Ito are ''w lam a • curing SteakettintitteriAls L 4lithr itgi' al bse. ;, .ama ,do- t tfia from., * tar oarlt ow by the Ctrutsi a for ,including ey eking ar. ris ing as a .result to amoeest Of at least $50, 000 00 46 any one occur, he dam: of or Li*jury to more: n ec d .$0.000.00 for pro, trot o. and . effect be 11114/: :+ad°;ehall state id erktiOttiotklbooremriliet said policY4` n1EiAlwilititt,o bakiireilet •ieu s-t. ten, 4, isvoif‘eivok es eseritotteiti 1lbiee �ai►lf f ly hetkAt'lisT+ : tho se r i nts terinh° %<the ,work, pt OttOttlie, oork.: +edi such Wash . **diction or it all time s o bserve a d corn emir eletpforipo **move bserve and L. htuce4i gip'dteaRccs, ,ra" ,*' !ligligfrie t 'and indemnify, theC'i' ', . elitive ►s, •Mats an d eye • frouLger wed an the violation taxi- r ' or decreewhethe r LLtaeamy or inc o s t j► .':',SPOStfieedions. or 400.4 104.; **et 1I.• regulation'. Ortht same to der. pracur!e . ea. siv e 4,11 nookitoreite**Ofl ise *ark. on 04141144A L POMP SitetietVe dini:f romn- the xx i ae, ha►rm. s er: vants from all sui,'tee-tit bti e►� or act aos'• i .'for, r ..� n auist+:aa f ee n Of p a tear l►nt►- dtCrn or UC4148149r43441COU'C''':,Thiee #10060, h(ae�l�1) ` nor** t 0 l, 4of,lekbote: MOM , ba r'C'sdeai,,aid • t P & 41 inclusive .. the >the exa- m for !permitted iginte of t be 0R.; ' The CoVetiiiiietir Or. t rf a` r to :=the: City, of ;liit iiikri #riir etch � `. iii ,..iii*at to tie exe- cration of the Contrac t by him or by si ny alubc ontrar tar under, him. up on arty of the +avork fore' hieder� + a [ibn-t'iir `a►fi't rring * Wok' f{` .s'� p!h � iffie '^ ' `ia r� i " 1a L of the liv ivisl Vii.ykry,of DSME $T.l . i ", a fiiilei� Ri : � �ie�a�d"' a�E�b;�i� .Ird�r �ri��f �� b a met er- . ` 'a sii t lti . tYotted Stataes, a nd o nly Such ma nuia►ctured articles. mstearia<3's. and r .y �supplies es have "bten'n t ti 'il*:ihe thlt$451001410,eAtiletiintiedifittrfrigin,aarticlaes. Weer'ldtdO i 1 u $ a is t #. aidbd+ r''' se . tea' ` 1 ' `tom lgiie i ie l!_"�tbllkeh .the �'�r� itirtna i c... of ,. ... .. ._._. .. r .;�. c.;3 ,r�•-.ta ..'.aX6; T hisT hus.:' . *' t0Mj'*,-r e « 4400bOthetdietAledWPOt )Tae's' stwe1 ciolproporpoilki *t *$ al eal4 ;dli F „:ad atb1e.n ,� tilJh .- f 4 Rik Y iF R8y7 F "� Y 7.4.1;.?" T}43Ia.�JF 9 -J;;i r3 Section 2, GQ'fOWS C?m v+ ! $ . M (t . s 0 t+ leer' >aa,i+;. Pr gtifit;b 0. esx and b hu 4a1 ke p , h�ecc C "�f 8+40t2400044$4411 -00!** 1i r 94" d pt , and a } � 4T': . '1i:M;�. 4hf ij' .'.. e6 -t„, LS +? r :d ,+ 1 <;!: r . - ¢ t rk I fs� • + 1 ' l4h,3 The Contra ctor.s ha ll be responsible or the a oa;Mt i ti of dus t nuisance tha t arise+: from, hill otooritiorovaiodshall tak e appro- pri4 e: steps ' y Ait�y r�X:� �> j ! +e 0? 41* :W 4 T I e14w '. n. an, 404- yf. 'r.4 1�^. a, 1#40.46.. *�7R �C . *rif . dust a rittoa-104.41 be APAPP404. 401W 444kLlitit* **s at co s , 711W,10414' : applied; ac d Ed � �1 of that, nuisan ce 44,c onn.c t%on. wi &,itiOAc ?c : O be, eensider ed as. included in the prices ° Pe b + . #he; xio Q t-# f, ;work a nd na a dditio nal; allowanc e ,wil be m ade therefor Cpal~~. with rapid o. ,prc ding'- eM tY o p*b dual &#lustre cti The C ozitrac,tar ah&U fu ret b, erec ft, ° and -Pleinteihwo uokieness, bare lights and c igni + ,+ e +c. eftel aP #v*r. ':'f 4 .g tothe pub • SAW. *ts . fit a ' $ ;4 r q to on is 4euge r oan conditions . to he encountered *4.4- releit4e',thereCtibi.Aellekreiteg elgus, . lighte end. othe r eafetY. 64. 10 40,shah. o Wa rn:4- 0am am require or to be iss ia4,!riAP -Pkildelee~ + ►wear . +Nti.ittnYliS 1144.140"40%41W,M1,,A51.414 #100e1 .*' *rpnstructlou 99.47440014 Alt PrRiKefiis 0 ti 0x',L492414410V trl4s chinsrY �;? •. r 401144-041W d 1 * 1 1!! , *Ci ntra c fo r ahiau r awida40014,1A0arAd's ee ac may p .ems cee y to pr even t neoldee4ntid avoid dimwitor Injury to OM.. a i, +' ..1 ! r. No gilito4110. or s4f41t s t ; it4.1141.4er fere with the free .aa d cafe,. sage,. ofIt +c'.;; p . At the end of e ach. day's W9rk .*,(4-41k01,1, wen . .'«ice► **speeded ,.Z P4� 0.01'X!4o W51q acpd o ther +r ti fro m x t 4 ,r dy f 'r► for 001, .by Public Y _ -.r �:F .t'3?.. X 'P4�c� ..!%.['.A a +Sh:-. :c A r iii 2. yes Fx41 f" s ' * A A4. Pre cau- T4 d . 4 t l a. 1 . *0 ‘0010. 414,ed as Inctuieed-in tine prices pa id for., so us +ti*tr ct.; ,,of• :wo rk aj d nn sujiditi004 a,ll cs wj; . be made **refer.- • ifi- orintop eifteglit NM s set islli t erns rad. 4.4461141- i**1114Aellh"b44.edo nlirt �st reet iteibrp4ollimipti' and If pre littkOtettiStetetta1 '1lajaets 'vl rit`id} # ► *maw by I 3 o r- ri svistAtitilisisestedlisterti en jam, ere * pa; T' ta rnatiit. ' irlat tal es r is * exiariti, 10•16,4111k 46r.i mear*p irk, , i inkiaolraffdlodlia 414 Wore . c 1• 0 11001411 46 fate iner Wald all i esSutssib SIs* IiN ape, lito-iimot Ott or oe pillio loball oat *teat itiolegOl katiAkilyM **Jae t The,Ceetiest er sli s et a nt i�4ietiE #ykr� d a aith iri( ry ell C op •s b pre `litekdlieiAtiisiht# erlMa I Er labi *tit*tit& -eebste the propart iru Atuttaitaptiisitiosi row turns, btkitirisouilaki d+itc"-aii'aC allsoavoimatriiSda *Mill* cos too Se various c ontr act fern tio n will be made there for. #20,04.4,41 1444httiOtottostils- ,. •,1111 docoatitetad star P 1LY'AT1 O 0 °"P! .t�! 1 i # rrl • }.40, Wit are not to fe' som memamimwomm aniu mmemisougaionsim mone • Sec itd ► ".! 4fir etr, r rs iaed td l�3itlt►'tt, utility ItittP$101111404Sitire imsr iihriabb ery i i 44*.isitt 44141444tisaiteasi,louotinips - tte: k ',,ta vkiewitheekttHicp ivett ectad from * `te"dai gc" l .and" f"'etlA i d -by- thezitgt rtteri the tract or 1'p e, r i :bi flits t g `moved by tea Zrsi- t trr�tb trite, siiz' soi '' " • If tAtteh objects • :,+tare #ti rhd'tr ►r " ird`i'. r kei iiti }`W th.c r t'a ar • f :� ,; rttd�''Aa tf 4*sonnD.Ito h" to its`+ sz'Wh n C it pi CI t4' p "Work, or cbd a *q tr id .by the 4 tt~'iEUhlth►tttlitontra ats it** *kit'6kiilitt* a re pa rt At #hIt�!►lt"b 1itie.r r the :'''rh. C:aii c tir 44i 4i1 1 b ' c i 1ve itb uc , !fie' : '4t ;°'' f 7t r 'YI fl' +e'� , Ir4 t1a d4 b , ' r �i. atthe'ro ' still p: d ar :: held f- d pon *1b1e ' biiy .a �' all ' y rot � it �ie d,+ndls; et�r es '' ` 'd d,b f.?ste so rt ti .�. , s,' . dt ytth this p �" �� r p; i 'b g�y�y y� �Ot ' �� i' �~e�ogO 1I�RTti �v.��.FA�f F�' � . l�iR�" ' e'Co t bia r,itiwiiiis.ibigty "'. wa Ccilir 1di! lit iefl 4i+ ipfi 4vi.-kut*1 0thi: 11 ovitn i_iiti fo or .f*cit. itsoitPli4teit. twit ittitilKitto d* sage if i it i ':+1 hi. opentio na. a r' ivet The 'C pmzat� for �l ri� � :pt` ps��: to store ' me ter.. "it! of til b*+ �i '=1 • " ° ° to ; 't, 'A.,pr ,ty 'Vie ddith hI4ritiarmy"° . bar" d 4M'it11 'NO En neer '` for t,iiii0 401 -it d . °;11***isi tiif 4h0. ,G • tt'isi ah iile'.tiii itiV N11f1004r rt*idn.:date1 , a r w!ticb t ^�1t '+ * *** ', ' is, ,,-' i.:• ". 6 , ci,a � r t, a s ,1 44f . isF}t, s Al i,:r, ,y ,,,J,-,,4, ' I+ r k. , b nt�'a ; tiL dt a ' •41ad ;' p *,.aar ab'a*e' ei'.'►lif' ,aZ ,'i='i!'-lit`,plid for the va rious corxtia ct it a • off' irk atAil no additional caa np a.a . tion will 'be-m*d ''there foar, Vw, Section 2 GEN ERAL PROVISIO NS • nsnw�e.mpg: .1#6611116 , tlG ; '.L : .. .• ) HOL D HARMLESS CLAUS E. C ontract or agr ees t o- save and hold harmless the ityr, its, officers,, agents and employe es from any liability, of a ny nature whatsoeve r cau sed, - in whole .or in part, by the negligen ce of the Contract or or.his, ag ents . r�) CON TRACTO R' S RESPQNStI LITY .FO R WORK. Except as pr o- vided a bo ve , until the fortnal.acceptance of .th e work by the City, the Contractor ;shall have the charge and- care thereofand shall bear the risk of injury or da mage- to any part the reef by, the .action of the ele- men ts' or from an y other cause, whether: arisi ng f rom th e execution or fro m the non -execution of the work..- The. Contr actor sh all rebuild, repair,, resto re, and make good • all ir�,jurles or damages to any po x- tio n of the wo rk occasioned .by any of the: above caus ei b efore its com- ple tion and acc eptance and aba►ll bear the expense thereof, eztept fo r such inju ries or damages es are -directly .end proximately caused by ac ts of the Federal Governmentorthe public. enemy. In cas e of sus- pension of wor k fr om an y cause wit atevver, the Contractor shall be responsible for the work as a bove specified and, he shall- also be re- spo nsible for all materials delivered to the work including mat erials for which he has rece ived pa rtial payment, or ma terials which h ave bee n furnished by the, City. and if ordered by the Engineer, he shall at.bis own e xpense, prope rly: store -materia ls which ha ve been par- tia lly - pa id fo r by the City or which -h ve been- fu rnished by the City. Su ch sto rage by the Co ntractor. W WI be on belaal;€-:of the City and the City shall at all timesbe e ntitled to the posse ssion of such mater ials, and the Contractor shall pro mptly return the some to the site of the work when reque sted. The Contractor sha ll not dispose of any of the ma teria ls so stor ed, except on -writte n author isation from the En gin eer. Where. necessary to pro tect .the. - work fro m- da mage., the C ontrac to r shall, it his o wn expense, , provide suitable drainage of the roa dway an d erect such temporary, structurea;.as are necessary to prote ct the work fro m dama ge during any period of a suspensio n of work. PROPER TY R IGHTS IN, MATI1141,941. . Nothing in the Contrac t shall be conetrued.a s vesting #1 titer: Co Tractor , an y righto fproperty in the materia ls .used after thy► have been attached or affixed to the wo rk or the •iaol,. or after paygaebt,, been:made for; €ifty, O per cent of the value of mater ials delivered to . the ,. site of the wor kwhether or not they have been so attached or a ffixed. - All suc h materia ls shall become the proper ty of the City of Palo Alto -u pon-' being:sceettacbed. or affixed or u pon : payment of such (50) per cent of the value of materials deli- vered by the Co ntractor ea the ground. and notu sed. - 4 M1 4-4) GE NERA L PR OVISIONS a) d) PROS ECUl SUBCONTRACTING. No and all persons engaged 'ii as employees of the C onti. their w ork, which shall be and S pe cification s. The C ontractor shall giver the Contra ct and shall kee • Where a p ortio n of the wo, t ractor is not being proses nee r, the subc ontr acto r s1 again be employ ed on the , ASSIGNME NT OR TRANSF giv e his personal ettentian and shall not assign, tram t ract, or his right. title o; of, without previc• us writte CHARACTER OF WO RKMI by the Contractor sh all fat Engineer or shall appear to a disorderly or improper r on demand of the Engine er, on the work . TEMPORARY S US PENSIO, a uthority to suspend the we maydeems ne cessary , d ue ditions as are considered u the work. or for such time on the pa rt of the Contract, a ny prov ision of the Contr a ply with the written order c in pa rt. The work shall be methods ar e c orrected. as eer. 41.1.11.1011.1Wa. 21GESda MNuw CLISLA IIIMM v r.LLuault aw.uumF t+o p3•1A31 ,.l. .2,J t tor agrees to #utctre :end ho ld ti and ernployees from any 'sod, in whole or in pa rt, by is agents. WQk. xcept as pro - ac e of the work by the City, the cave there of and sha ll bear the ther eo f by the action of the dc - her arising from the execution k. The Contrac tor sha ll r ebuild, jjurie s or damages to any por- the a bove ca use s before its corn - the e xpense thereo f: exce pt for ctly and proximate ly caused by e public enemy. In case of sus - tver, thus Contra ctor shall be tcified and he shall also be re - to the wo rk including materia ls rnent, or mate rials which have lered by the En gineer. he shall • . mate rials which have been pair - I ve bean furnished by the City. be on behalf of the City and the ha po ss ession of such mate rials, urn the a cre to the site of the ►r shall not dispose of any of the authorisation from the Enginee r. 'from daraeles, the Contractor mfta bla else tiswlge of the roadway as ars n ecessary to protect the of a s uspension of work. Nothing in the Co ntrac t shall ctor any r ift :of pro per ty in the cttac hed or Meted to the wo rk or ode fo r fifty (50) per cent of the to of lite wor k whether or not they such mater ials shall beco me the being so.al►tta ched or a ffixed or sit of the value of materials de li- s. and RM used. �JF t �: a6r91a ." Section 3 GENERAL' PROVISIO NS SECTION 3 PROSECUTION AND P ROGRESS SUBCONTRA CTING. No subcontr actor will be re cogniz ed as such, and all per sons. engaged in the wo rk of c onstruction will be c onsidered as e mplo yees of the Contracto r a nd he will be held resp onsible for their work, which shall be subject to th e pr ovisi ons of the C ontract and Specification s. The Co ntractor shall give his person al attention to the fulfillment of the Co ntract and shall keep the work und er his contr ol. Where a por tion of the wor k which has been subc ontract ed by the C on- tractor is not being prose cute d in a manner satisf acto ry to the Engi- neer, the subcontractor shall be re moved immediat ely and shall not again be emplo yed on the wor k. b) ASSIGNMENT OR TR ANSFER OF CONTR ACT. The Contract or sh all give his per so nal atten tion to the faithful pe rfo rma nce of this C ontr act a nd s hall not a ssign, transfe r. co nvey or o therwise dispose of hi s Con- tract. or his right, title or intere st Li or to the same or any part th ere- of, without pr evious written consent of the Su re ty and of the City. CHARACTER OF WO RKM EN. If any subcontr actor or per son employed by the Contractor s hall fail or refuse to carry out the dir ections of the Engineer or shall appear to the Engineer to be incompetent or to act in a disorderly or improper ma nner, he shall be disc harged immediate ly on dema nd of the Engin eer, and su ch person shall not again be emplo ye d on the work. TEMPO RARY SU SPENSION OF WORK. The Enginee r shall have the autho rity to suspen d the work wholly or in part, for such period as he may deem necessary, du e to unsuitable weathe r, or to such othe r co n- ditions as are co nsidered u nfa vo rable for the suita ble prosecution of the work, or for su ch time as he may dee m necessar y due to the failure o n'the 'pa rt of. the Con tractor to carry out orders giv en, or to per form any provision of the Contract. The Contractor s hall immedia te ly co m- ply with the written o rder of the Engineer to suspend the wo rk wholly or in pa rt. The wor k shall be resume d when conditio ns are favorable and methods are correcte d, as o rdered or a ppro ved in writing by the Engin- eer.. ` 'rb �: rill_ 1I' J, I.v • 0\! .. @ SACW�YYfirY/W .Yri4�a . •- ^— Hc.:� l..A'. • ...+AR=%..•• ,•...sJ YtN.u� +t .+u_ •+•�. �.• �aYtu..WaY.�+:a .atiMu� K,,.+wit °•a+M+1.a h arse.:. " ,e. Section 3 e • 6 GENERAL PROVISIO NS T IME OF COMPLETION AND LIQUIDA TED DAMAGES. In cas e th e work ca lled for under these Specific ations is not furnished and com- ple ted in all parts ;and requirements within the time spe cified in the Contra ct, the City Council sh all have the right to ext end the time for completion or not, as may seem best to s erve the interests of the City. , a nd if it is decided to extend the time limit for the. completion of the Co ntract, it may charge the Contr actor or Sureties. and deduct y from the final bill for the work, the actual cost of engineering. inspe c- tion, superinte .nde nce, an d other overhead expenses which ar e di rectly cha rgea ble. to the Con tracto r, and which accrue ' duringthe. period of such e xte nsion, e xcept the cost of final surveys and p reparati on of the final estimate which shall notbe included in such cha rges. If said Contractor shall be delayed in sa id Work by the acts' or n eglect of said C ity, or its employees or tho se un der it by contract or other- wise, or by the changes ordered in the work, or by st rikes, lock outs. fire, unusua l delay in tra nsporta tion, unavoidable casualties or any ca uses beyond the Contractor's control, or by delay auth ori zed by the City, or by any cause which the City Council shall decide to justify the. dela y, then the time»of completio n shall be extended without penalty for suc h reasonable time as said City Council may decide. This article does not e xclude the recov ery of dama ges for delay by eithe r party under other provisions in the contrac t documents. PROSECUTION •Qr' THE WORK. Except where other wise s pecifically mentioned, the - oratrac tor s all be required to comme nce the wo rk provided for in the specifications at the, time sta ted, and to prosecute it diligently from da y today ther eafter at su ch a rate as will enable him to complete the various parts of the wor k, and the whole wo rk, within the time specified. NOTICES, All notices required to be •given shall be given in writing. Notice to the City sha ll be giv en to the City Engine er. Notice to the Contractor may be given at the address_ statedin his proposal. TERMINATION Oft BREACH . If the Co ntra cto r s ho uld be adjudged a bankrupt or if he should make a;gen e,ral a ssign ment for the be ne- fit of his creditors, or if a receiver should be appointe d on account of his invo lvenc y, or if he, or ony of his su bcontracto rs should via la te any of the pro visio ns of - the Contract. the City may s erve written notice upon him and his Surety of its intention to termina te the Co n- tra ct, such notice to contain the reasons for such inten tion to te rmi- nate the Contract and u nless, within ten (10) days a fter the service of such notice, such viola tion sha ll cea se and satisfactory a rrange- ments for correction thereof be made, the Contractor's sontro7. of said work shall, upo n the expiration of said ten (10) days, cease and terminate. a G EN ERA L. PROVISIONS In the ev ent of such t errnin City shall immediately ser and the C ont ractor, and th and pe rf orm the Corot:act t such project as h erein pro, If the Surety shall fait with of the terminati on of the Co to the City of its intention 1 and Surety does not comme (15) days after having givei and perf orm said Contract, prosecute the same to corn any m oneys du * or there afl th e Contract. In taking ov. s ame by contract or by any able. In taking over said work. t2 part of th e Contractor's ma property bel onging to the C and necessary the ref or, as ing s aid C ontract, end ma y thereof by day l ab or or by or both . In case th e control of the C or the C ontra ctor abandons and complet e same. neithe, entitl ed to re ceire any furtt the Contract until th e sam e if the unp aid balance shall e finishing th e work, togeth er ta med by th e City, the exce reta ined shall be paid to the e xpense and dam age exceed his Sureties shall be liable Upo n the co mpletion of the be entitled to the return of i and applianc es, except that ordinary de preciation, loss 1\ YYiGdY1 L(WiAnecYwixw�.�u.u�: .e. .�.�__. __.. m.. r t iSr 5..tw!. : SATED DAMAG ES.In ca se the dons is not fu rnished and co rn - within the time spe cified in the the right to extend the time for to serve the intere sts of the e time limit for the. completion mtr *ctar or Sureties, and deduct actual cost of: engineering, inspec- rbeasd .zpenses whic h are directly ich accrue during the• perio d of al surveys and preparation of the tided in such charges. said wo rk by the acts or ne glect pe un der it' by con tract or othe r - ee wor k, or by strike s, lockouts, unavoida ble c asualties or any o l, or by delay autho ris ed by the Council sha ll decade to justify in shall be e xtende d without penalty I Council may de cide. ove ry of damages for delay by a the co ntract do cuments. kept where otherwise specifically squire d to commence the work Se time stated, and to prose cute r at such a rate al 'will enable the wo rk. andthe who le wor k, Ee give n s hall be given in writing. Is City Engineer. Notice to the as sta te d in his pro posa l. Co ntra ctor should be a dju dge d ner al a ssignme nt fo r the bene - should be appointed on a ccount his subcontrac to rs shou ld vio- *act, the City may serve written intention to ter minate the Con - !r one for such intention to to rmi - ten (10) da ys afte r the ser vice ease a nd satisfa cto ry arr ange - I, the Contra ctor's control of of said ten (10) days, cease i GENERAL PROVISIONS S ection 3 In the event of such termination of the C ontr act or':}: control, the City shall immediately se rve legal notice therect'upon'the Surety and the Contract or, and the Sur ety shall have the right to take ove r a nd perform the Contract upon giving the notice and undertaking such project as heroin provided. If the Surety shall fail within fifteen (15) d ays afte r receiving n otice of the termina tion of the Contractor's control to gi ve written notic e to the City of its inten tion to take over and pe rform s aid Contract, and Surety does not commence performance thereof within fift een (15) da ys after hitting given such notice of its intention to take over and perform sa id Con tra ct, the City may take ov er the work and prosecute the same to completion, and deduct the cost th ereof from any moneys due or therea fter to becothe due to the Contractor und er the Contract. In taking over said wo rk, the City may complet e the same by co ntract or by any other method which it may deem. advis- able. In taking over said work, the City may take possession of all or any pa rt of the Contractor's ma te rials, tools. equipment, plant and other property belonging to the Contra ctor as may be on the site of th e wo rk a nd necessary there for , and u se the same for the purpose of complet- ing said Contra ct, and ma y complete said work, doing all ar any part thereof by day labdit or by employing another contr actor or contractors, or both. ' In case the control of the Contractor over such Contract is terminated, or the Co ntractor abandons the work, and the Surety fails to unde rtake and co mplete same',' neither the Contractor nor the Surety shall be e ntitled to receive any further balance of the a mount to be paid u nder the Contract until the same shall ble fuilyr completed, at which time, if the unpaid balance sha ll exceed .he amo unt expende d by the City in finishingthe'work. 'together with a ll damages su stained or to be sus- tained by the City, the ex cess not otherwise -requ ired by law to be retained shall be paid' to the Con tra ctor or his Sureties, but if such expense and da mage ex ceed the unpaid ba lance, the Contractor and his Sureties shall be liable to the City therefo r, Upo n the co mpletion Of the Contract, the origina l Co ntractor sha ll be: entitled to the return Of all unu sed mater ials and equipme nt, to ols and appliances, exc"ept that he shall' ha ve no claim on accou nt of usual ordinary depreciatio n, loss a nd wear and tear . • W _w,wm`.RIGAmwoaiar+.uLA wawar.�u.+L. ,4u^c1u uw.cr: uuwuire+iM . . -. ... . .. :. - IMMINIONSIMNIMINNIMIONMOIMI two... .414 Irm W1101.1,1111614 .7W.M 41 ycm.e. PAMIRSmr v+bu P[el VA9iaitif M$ V«A- O." _._ ..,, I. Section 3, 4 GENE RAL PRO VISIONS i) MONTHLY PAYMENTS. P ayments will be made in cssh or w ar rant by. said City to the, Contractor on itemized -estim ates duly certified and a pproved by• the Engineer of;said,Si*..based nnlaber::and mat er- ia ls suitably stored and on the-site,of ;project, or incorporated into said work dur in g the preceding znevntih ;by Ott :Csnlgr .4r „ but said City sha ll reta in ten per cent of the amount oast.eittith, mush estimate. The estimating period shall be considered is eb+iag th e tw enty-fifth day of ea ch calen dar month. All prior poit,# 4s# tSpa► nd Pay- ments sha ll be su bject to correction .; fib end Payment . J) FIN AL. PAYMENT. An amount equal, to ti,11 } par cent of th e total Contract wift.'te paid to. the Contrac tor 4 ; (3li). days after all wo rk is completed and,*ccepte d. pscuidoelinettleNips, have been pr e- sented an d filed against the Contractor. All .papsnfott5 will be bas ed on the unit price s fisted in. the Contract. - , AUTHOR ITY OF EINIPPurAPRo The Engtner n- -.et all decide -ail questio ns which may arise ;:ais to the. qu ality er apoepeaktitty naMe riaie- furnis hed and work per fo rmed and as to the manner of performance and rate of pro gres s of the work; all qu estions which ma y arise :as to the interpre- tation of the $ens and speciRfic stiou4t el:igweatitotta as to the a cceptable fulfillment of the, C ontract -on the gintolthes cantresito itt ,a nd all que s - • tions as to compensatio n.- : His decisio n sha4 ,11ejleakan d he shall ha ve authority to enforce- and mace ,o eocti a, *ugh da stiaiopa and orders which the Contrac tor fails to. carriOut ppoz ptiy. .; IN TERPRET Tlt t O <,Sho uld it appear that the w on to be done _or;an y el, the e; gd *egret* ax e not sufficiently detailed or eecplaisoli iaa. th * -tp ialf# Lion a$ th. special provisions, the Contractor shai appiy- ,t X oar fo r. su ch further e xplan ations as may be necess,atw*lr, d Owl; cost i o. th e smc as par t of the Co ntract, so far the may be donsiataat wit, t original specifica- tions; and in, the event of any. dam,' l qu II ; . �s,respactiotthe true meaning of the spec ificationsv,P140. 1f*Thq01014001kuNtalt ter tbc,F,ngin eer. whose decision. thereon shall -4C,4 l. . v �. In the event of any disc re pancy between a ny Alliatala s an d the figures written thereon. the figu res ahail be *ken, as• ii •: GENERAL PROVISIONS c) SU PERINT END ENCE. The C absence be represented on the whom he has autho ri sed and w out any instructions th at may 1 rep resentati ves, and th e Conti ful observa nce of any instructi his authorised repre sent ativ e d) LIN ES AND GRADES. When tl mar e.. he sh all notify the Eng able length of time in advance such stak es and marks. Stakes and marks set by the Es by the Contra ctor. In cas e suc o sclimtnaged. by r eason of the C sr ks tlrscaree it the Comesserei e) GF1011. ike Engineer e wor$ during it s constru ction. i re asonable facility for ascerta used end employ ed. and the w►4 the r equi rements and intentio n don e and all material s furnishe and app ro val. f) Th e inspection of th e work sh e, of hi s obligations to fulfill his r ive w ork shall be mad e good ar notwithstanding that such def ec previeusly o verlooked by the E for paym ent. RIIMOVAL of DEFECTIVE Qtr wo rk .whicht 'ss been r ejected e re placed by the Contractor in s pen sation will be allowed him fl Any wor k done beyond the lin es established by the Engineer. os authority. will be considered a, Work.se dens may be ordered s Upon 'e 'vre on the part of the I a ny `order *f the Engineer made that -aegieser shall ha ve authori rontiedied or removed and reply re move d. and to deduct the c os due the Contrac tor. 4 made in cash or wa rrant ea*s,duly,.cer tified boa*4 Oti lord mate r - et orr.In cor porate d into . Are but ss►id as *Ski sstire ets. aaF Waft The twenty-fifth ' _ . Ploy- $,and.payment.. a (40040 t at .t the total spr: days our all aLs oos 4 ;brats Se a .pre - !1 pmts will be based 4 waltz atlg4Ac-dacids all questions ililat:E ana*gists furnishe d performance and rats of y arise as to the into rp_ e - stt-+. Ao ,fehe a ccrs ptat: ` _' G o t ;:tog a)l quas- ;.' h,, shatl have dalst0 orders which stheeld it appear 4t. Ore, th. to .,sae not eitittdikitafla td te;special r for smelt fu rther ce0sqesi' W tbs same as pa rt t Wilk Rat. original specifica- tiop re spectin g the true bet !,to the Engineer, d►g and the figures as ce r sc t. w�rir�n•wti tt. ..,� Nr .ha '4 +.w �n�ypM'ri Ktvw W,O.A. , Se ction 4 GENERAL PROVISIONS c) SUPERINTENDENCE. The Co ntractor sh all at all times during his absence'be represented on the work by a superinte ndent or for em an whom: he has :a uthorised and who is competent to receive and carry out any instructions that m ay be gi ve n to him by the Engineer or his representatives, and the Contractor will be held liable f or the faith- ful obser va nce of any instruction s which may be delive red to him or his authoriz ed r epresentativ e on the work. LINES AN D GR ADES. When th e Contractor requires stakes or marks,, he sha ll notify, the Engineer of his requirements a r eason- a ble length of time in advance of his starting oper ations th at r equire su ch sta kes a nd marks. Sta kes a nd marks se t by the Engineer• shall be c arefully preserved by the Contractor. In case such stakes and markings a re dest royed or damaged by reason of the Co ntra cto r's operation s, the cost of r epla cing or restor ing them may be deducted from any mon eys du e or to become due the Co ntra ctor. IN SP ECTION. The Engineer shall at a ll times have access to the work dur in g its co nstruction, and sha ll be furn ished with ev ery reasonable facility for ascertain ing that the stock and materials ,ed and employed, and the wor kmanship, are in a ccor dance with the re quirements and intentions of these specifications . All work done and a ll materials furnished` shall be subje ct to his inspection and approva l. The inspection of the wo rk sha ll not relieve the Contr actor of any of his obligations to fulfill his Con tract as prescribed, a nd defect- ive work sha ll be made good a nd unsuitable ma te rials may be rejec ted. notwithstanding that such defective work and mater ials have been pr eviously over looked by the Engineer and ac cepted or estimate d for pa yment. R EMO VAL OF DE FECTIVE AND UN AU THORIZED WO RK. All work which has been r ejected shall be remedied, or re moved and r eplaced by the Contracto r in an acc eptable man ner and no c om- pemsition will be allowe d him for such re moval or replace me nt. Any work done beyond the line s and grade s sho wn on the plans or established by the Engineer , or any extra work done without writte n au thority will be co nsidered as unauthorised and will not be paid for . Wo rk so do ne may beo rdered removed at the Contr actor's expense. Upon fa ilure on the part of the Co ntractor to comply fo rthwith with any order of the E ngineer made under the pro visions of this a rticle, the Engineer shall have a uthority to cause defective work to be remedied or removed a nd replaced, and unauthorized work to be re moved. and to deduct the co sts from any moneys due or to become due the Contractor. 'i1�`- .itiIn' rZfe.4Ni!RSI Sr `! a,Si 4Wtl,nq YYt.�P,! MMc' li anconalltealexAmalwan umamtli mmiaGewswar.... .inndairrsawir alw*, e Section 4 GENE RAL PROVISI ONS FIN AL IN SPECTION. The Engin eer will, n ot make th e final inspection until the work provided and contemplated by the Contract ha s been corn- pleted and the final cleaning up performed. IN TERFE RENCE WITH UTILITIES. The Contract or shall n ot interfere I with the operation of water and g as distributing systems.. Where it is necessary to shut off wate r or gas to m ake conne ctions to existing pipes,. ea ch per son having water or gas' connections in the district affected mug( be notified at le ast two (2) hours in advance of the time that the water or gas will be shut off. No mate ria l or other obstr uctio n shall be placed within 15 feet of a fire hydra nt. Fire hydrants shall .be maintained at all times readily access- ible to. the Fire D epa rtment. In case it should be necessary to move the property of any ow ner of a public utility or franc hise, such owne r will, uponproper application by the Co ntractor, be notified by the City Engineer to move su ch property within a specified reasona ble, time, a nd the Contractor shallnot int er- fer e with su ch pro perty u ntil after the expiration .of the time specified . The right is r eserved to the owners of public, utilities or franchis es to enter upon the stre et or 'the site of the work fo r the purpose of making r epairs or cha nges to their properties that ma y be made necessary by the work. The City of Palo Alto, its agents and: emplo yees, shall also have the right to enter upon the street or s ite of the wor k fo r the pur- po se of repairing se we rs, or making connections therewith, or of mak- ing r epairs, or c hanges to culverts, catc h basins. storm water sewers , wa ter ma ins and service s, gas mains and s ervices, ande lectrical fix- tures and conduits. i) ALTERATION S. The City shall ha ve the right to make such alteration s, eliminations andadditions in the wo rk he rein con templa te d or in the eon. rnent to be fur nished as it shall find necessary in or der to best a ccompli the obje ct and purpose thereof, and the same shall in no wa y affect or m void the Contract nor re lease the Surety or Sureties of any bo nd or bo nd& give n to in su re the performa nce ther eof and the cost thereof shall be de ducted fr om or a dded to the co ntra ct price, as the case may be . The City En gineer sha ll hav e the authority to order changes in the work not inconsistent with the purposes ,thereof, but no extra work or changes: affe cting the cost thereo f shall be made except on written order of the City E ngineer first beingobtained therefor. Unless such o rder is first obta ined, the Contractor shall not be e ntitled to paymen t fo r extra work. The City shall be entitled to dedu ctions fr om the contra ct price for any change s reducing the co st of the' work, whethe? or not such order it fir s o btained. GENERAL PROVISIONS The v alue of any such extra w in one or more of the f ollowin (a) (b) (c) By an accept able 1 By appli cabl e pric p osal; By actual aecesse cover superintend SE( CONTRO L a) SO URCE OF S UPP LY AND Qt ials co nforming to the req uire approved by the Engine er sha l the Enginee r th e sour ce of sui approved by him bef ore the de p os ed fo r use may be inspects preparati on and use. After tr which have b een app roved do i pr oduct f rom any sour ce p rov tr act or shall furnish approv ed No m .teriai whi ch, after appr us e shall be us ed in the work. bj STORA GE OF MATERIALS . s ure the preservation of their co nsidered ne ce ssary by the k pla tfo rms or other hard, cl ea shall be placed under cov er w be so lo cated as to fa cilitat e p c) DEFECTIVE MATERIALS. al quireme nts of these spec ifi cal and a ll such material. "lh eth They sha ll be remove d u.ed otherwise pe rmitted by the Er defects of which ha ve been sui until approval in wr iting has t e,. �� ...r..w...��.... .,.�,.Y ... .n r.�, .. ..�. ..,...��.. ,. .w� .nem .,.i,.e ....w.w1 .41.., -,w,ni.v uPV)..,..,4 1-kg ot, Section 4, 5 G ENERAL PROVISI ONS r will not make the -final inspection Olated by the Contract ha s been com- or med. T he Contrac to r sha ll not interfere distr ibuting systems. Where it is o make connections to existing pipes snectiona in the distric t affected mum advance of the -time that .the water or a ll be placed within 15 feet of a fir e inta ined at all times readily acce ss- ve the property of a ny owner of a ter will, upon prope r applicatio n by ity Enginee r to move such property and the C ontrac fo r sha ll not inter - he expiration of the time spec ified. of public utilitie s or franchises to Ole work for the purpose of making es that may be made n ecessary by s agents a nd employees, s ha ll also et or site of the work for the pur - g co nne ctions theraeiwith, or of mak- ,catch basins , .storn water sewers, xs and services , and electrical fix - 'e the right to make s uch alte ratio ns, rk herein contemplated or in the e qu ne cessa ry in or der to best ac co mpi the sanoe .sha ll in no wa y affe ct or ,r ety or Sureties of ,a ny bond or bond tee,/ and the coat thereof shall be act price , se the case may be . thority to order cha nges in the wor k le reo ff ;but eo e xtra Mark or changes ade except On written order of the erefor.. Unit es suci► orde r is first en titled..o paymen t, for extr a work. dns fromihe contr ite•price for any �k. whe ther or not such order is fir The value of any su ch extra work or changesshall be dete rmin ed in one or mor e of thefollowing ways to be select ed by the Engineer: (a) By an acc ept able lump sum propos al from the Contractor; (b) By applicabl e p rices specified in the Contract or's P ro- posal; (c) By actua l necessary cost, plusfifteen(15) per cent to cover superintendenc e, g eneral expense and profit . SECTION 5 CONTROL OF MATERIAL a) SOU RCE OF SUPP LY AND QUALITY OF MATERIALS. Only mater- ia ls confo rming to the requiremen ts of these specificati ons and approved by the En gineer s hall be used in the wo rk. At th e option of the En gine er the source of supply of ea ch of the materials shall be approved by him befor e the delivery is started. All materials pr o- poe.ed for use may beinspected or tested at a ny time during their pre par ation and use. Afte r trial, if it is foun d that sour ces of supply which have bee n approve d do not furnish a uniform product, or if the pro duct from any surce proves unacceptable at any time , the Con- tractor shall furnish approved material fro m other appro ved source s. No materia l which, after approval, has in any way become unfit for use sha ll be use d in the wo rk. b) STOR AGE OF MA TE RIALS. Ma te rials shall be so sto red as to in- sur e the preservation of their quality a nd fitness for the wor k. When considered necessary by the Engineer ,; they shall be placed on woode n platfor ms or o ther .hard, cle an surfaces and not on the ground. They sha ll be place d under co ver when so dire cted. Store d materia ls shall be so lo cated as to facilitate prompt inspectio n. c) DEFE CTIV E MATERIALS. All mate rials not conforming to the re- quirements of these specifications shall be considered as de fective and all su ch materials, whe the r in pla ce" or no t, shall be reje cted. They shall be removed immediately from the site of the wor k, unless otherwise permitted by the Engineer. No rejected material, the defec ts of which have been su bee ently co rr ected, shall be used until appro val in writing ha s bee n given by the Engineer. U pon • ..,... • . Sectio n 5 GENERAL PROVISSIO S d) failure on the part of the Contractor to c omply forthwith with any order of the Engine er made under th e provisi ons of this article, the Engineer shall have a uth ority to remove and repl ace defective ma terial and to deduct the cost of removal and replacem ent from any mon eys due or to become due the Contract or. TRADE NAMES AND ALTERNATIVES. For convenience in desig- natio n on the plan s or in the specif cations, c ertain equipment or article s, or materia ls ma y be dernignsted under a t rade name or the name of a manufacturer and his catalog ue information. The use of altern ative equipment or an a rticle or mate rial which is of equal quality and of the required char acte ristics for the •purpose intended will be permitted, subject to the a pproval of the Engineer, in accord- ance with the following requirements. The burden of proof as to the comparative quality and suitability of alternative equ ipment or articles or mater ials shall be upon the Con- tr actor and he sha ll furnish, at his own e xpense, all information nece ssa ry or related thereto as required by the Engineer. The Engineer shall be the sole judge as to the comparative quality and suitability of alternative equipment or articles or mater ial* and his decision shall be final. The above provisio ns shall no t be co nstr ued as per mitting the use of a lternative equipment or a rticles or materials fo r equipment or articles or mate rials which are not designated under a trade na me or the na me of a manufa ctu rer and his catalogue information, and for which spec ificatio ns are set .for th. SA MPLE S AND TESTS. All tests of materials fur nished by the Con- tractor shall be made by the Engine er or his, a uthorized repre se nta- tive in accorda nce with common., recognized standa rds of natio nal organizations, or such specia l methods and tests as are in use at the Division of Highways laboratory of the Sta te of California, or in the special provisio ns. Fie ld tests of ma terials will also be made by the Engineer when deemed necessary and these tests shall be made in accorda nce with standard practices of the Divisio n of Highways. The Contrac tor sha ll furnish, without cha rge, such samples of all mater ials as. are requested by the Engineer. No material shall be used un til it baas,bee n approvedby the Engine er., :Samples. will be secured and,; tested when ever necessary to determine the quality of tine materia l. . G ENE RA L PR OVISI ONS Wherev er ref erence is mad or r equirements of the L ab< American S ociety for Testis Engin eering Ass oci ation, tb Officials or other nati on ally shall be const rued to mean of th es e specifications with additions as th ereafter adop referred t o. Whe nev er the specifications equi valent m ate ri al or artic approval of such substitute 1 fo r appr oval is m ade in writ complete d at a or inforznatio ial or article offered. Su ch permit investigation without Mate rials from lo cal deposi tested previously and approl upon r equest of th e Contra ct standa rd methods. The cos at the C ont ractor's request be mad e from estimat es du e t ests. Th e C ontract or shall notify of op ening any material site, material. ., umwINK 011�1.1.1,xawn+u+a ry rW.:aesr.1..uva,s emr to c omply for thwith with any e pro visions of this article, r emove and re place defective mo val a nd re placement from Contra ctor. 'S. For convenienc e in de sig- ations, ce rta in equ ipment or kted under a trade name or the logue infor mation. The use of �r materia l which is of e qua l 'istic s fo r the purpo se intended *oval of the Engineer, in accord- . rat.ve quality and suita bility of mater ials sha ll be upon the Con - ern e xpense, all information tire d by the Engineer. . The b the co mpa rative quality and ✓ ar ticles or mate rials and nstrue d as per mitting the use or materials for equipment or lesigna ted -unde r a trade name is c atalogue information, and [ materials furnished by the Con - ✓ or his autho rize d r epr ese nta- R co gnised sta nda rds of national Dds and tests as are in use at of the Sta te of California, or in made by the Engineer when all be made in acco rdance with H ighways. it char ge, s uch sample s of all Rginaer. No material shall be e Engineer. Sa mple s will be sry to deter mine the quality of GENERAL PROVISIO NS Section 5 Wherever reference is made in thes e specifications to st andard tests or requirements of th e Labo ratory of the Division of Highways, th e AmericanSociety for Testing Materi als, the Am eric an Railway Engineering Associ ation, the American Associ ation of Stat e Highways O ffic ia ls or o ther nation ally rec ognized organizations, the referenc e sha ll be co nstrued to mean the standards that are in effect at the date of these specific ations with subs equent amendm ents, cha nges or additions as thereafter adopted and published by the organization referred to . Whenever the specifications permit the subitit uti on of a similar or equiva lent mater ial or article, no tests or action rel ating to the approva l of such substitute material will be made unless the request for a pproval is made in writing by the Contractor, accompanied by complete data or in formation de mo nstrating the equality of the mater- ial or article o ffe red. Such requests shall be m ade in ample time to permit investigatio n without dela ying --the work. Materia ls from. local depo sits which have n ot been investigated and tested previously and appro ve d for use will be investigat ed and tested upon re quest of the Contra ctor in wr iting, in accordance with the standard metho ds. The co st of any such investigation and tests made at the Con tra cto r's re quest shall be at his e xpense an d deducti ons will be made from estima tes due him, sufficient to cover the cost of such tests. The Co ntra ctor sha ll notify the Enginee r a sufficient time in a dvance of open ing any material sites to- allow adequate time for testing the materia l. 60. s Y • • • f • Section 6 C ONS T RUC TI ON DE TAILS SECTIO N 6 REFERENCE TO CA LIFORNIA; S PECIFICATIONS When re fe re nce is made , the work embraced herein sh all be done in ac cord- anc e with the appropria te provisions of C onstruction Details of th e Specifica- tions entitled "State of C alifor nia, Department of Public Works, Divisi on of H ighwnys, Sta nda rd Specifications, January 1949; " insofa r as the sa me may apply, which specifications are hereinafter referred to as the California Specifications, and in accordance with the following provision s. Whene ver in the California Specificatio ns the following terms ar e u sed, they shall all be u nde rsto od to me an a nd refer to the following: Depar tment of .Public. Wo rks , The De?artnaent of Engin eering, or Divisio n of Highways City .of Palo Alto. Director of Public Works The City Engineer. E ngineer The, City Engineer, acting eithe r directly or through properly auth- orize d agents, s uc h age nts acting within the scope of the particular duties entrusted to them. The designated laboratory author - ized by the City of Palo A lto to test materia ls and work involved in the Contra ct. The City of Palo Alto. • conflic t be twe en the Califor nia Specifica tions and the Palo Alto • Specificatio ns or Specia l Pr ovisio ns, the Palo Alto Standard Spe ci- : • or Spe cial Provisio ns s hall take precedence over and be used in lieu of such co nflicting po rtions. 116 • rr C .ONST RIIC TI ON DETAILS a) b) E. D ESCRIPTION. Earthwor tions necessary as describ Specificati ons. TREES. All t re es which fi two feet shall be removed c Engin eer di rect s, that a t ri shall rem ove such tre es in man ent improvement and sl Engineer. The t runk s of th not less than two feet below be ba ckfilled and compa ctec be tak en in r emoving tree s adjacent improvements . S URPLUS MA TERIAL. Sui th e C ontractor at a site and eer. The Pal o Alto dumps mate rials. RESE TTING OF FRAM ES A v alve beams, and monument as an item of work und er thi of th e n ew work pri or to sus boxes as shall be required 1 in the Contract will be set b s et in concr ete. The cozi er' to be paved with plant mix s e) CON NECTIONS TO ADJA C slope all applicable unimpra sidewalk or other imp rovem of thr ee feet, whichever sh a satisfaction of the Engine er. priate connections to adjacei driv eways. Such c onnection provide steps or grade as di E ngine er. •,.r.Rai?wavaaweor..c. nsove Ym r-W4'N•wJ,n-c :4'w+✓WrY aJa'uu...r� .,+'u+w,, .J .IL1•1.0/1Nt:'RM YYY,I J3' 1J.• ••HY YYJr YLL'YLa0.04./(..4.M. Yh ••• ••1,..: Kr•... .,• •• tirni iaWMINentiOWIMON .. C TI ON DETAILS ,C TION 6 A LIFORNIA SPECIF ICATIO NS ce d herein shall be done in accord- onstruction D eta ils of the Specific a- tment of Public Works, D ivision of Lry 1949; " inso far as the sam e ma y Fr refer red to as the California following provisions. the following te rrors are used, they to the following: The Departme nt of Engineer ing, City of Palo Alto. The City Engineer. The City Engineer,acting either directly or through pro pe rly auth- or ize d agents, su ch agents a cting within the scope of the particu lar duties e ntr usted to them. The designatedla bo ratory au tho r- ized by the City of Pa lo Alto to test mater ia ls and work involved In the Co ntract. The City of Palo Alto. Ipecificatio ns and the Palo Alto o no, the Palo Alto Standard Speci- pr ecedence over and be used in CONSTRUC TION D ETAILS S ECTI ON 7 EART HWOR K S ection 7 DE SCRIPTION. Earthwo rk shall consist of p erf orming all op er a- tions necessary as described in S ection 12 (a) of th e Calif orni a Specifications. TREES. All tree s whic h fail to cle ar the finish ed work by at least two feet shall be removed unless it is shown on the plans, or the Enginee r directs, that a tree or trees a re to remain. Contract or shall remove such tr ees in advance of the construction of the per- ma nent impro ve ment and sha ll dispo se of them as directed by the Engineer. The trunks of the tre es shall be rem oved to a depth of not less than two fee t below subgrade a nd the resulting cavity shall be backfilled and compacted, using approved materi al. Ca re shall be taken in r emovin g tre es to insure that damage is n ot done to adjacent improvements. c) SURPLUS MAT ERIAL. Surplus material shall be disposed of by the Contractor at a torte and in a manner satisfac tory to the Engin- eer. The Palo Alto dumps are available fo r disposition of surplus materials. d) R ESE TTING OF FR AME S AND BOXES. All e xistin g manhole fra mes. valve boxes, a nd mo nument boxes as well as those to be installed as an ite m of work under the Contr ac t, shall be set to finis hed grade of the new work prior to su rfacing ope rations. Such frame s and boxes as shall be required for new utility installa tions not included in the Contract will be set by the City. Frames and boxes shall be set in conc rete. The concre te shall be held two inches lo w in a reas to be paved withplant mix su rfacing. CONNECTIO NS TO ADJACENT PRO PERTY. The Co ntracto r shall slope all applicable unimpro ved proper ty be tween the edge of the sidewalk or other impro vement, and the pro perty line , or a dista nce . of three feet, whichevershall be greater, as directed by, and to the sa tisfac tion of the Engineer. The Contractor shall also ma ke appro - pria te connections to adja cent improvements such as walkways and dr iveways. Such connections shall be r eplacements in kind and s hall provide steps or grade as dire cted by, a nd to the satis faction of the E ngineer, ,g CONST RUCTION D ETAILS a) CRUST} GEN ERAL R EQUIREMENT1 miner al aggregate pl aced *re provisions of S ection 21 (b), Specifications and in confor si ona shown on the plans a;: S PLAN T -IV G ENERAL REQUI REM EN T; to th e f ollowing p ortions of tions: Chapte r I. II, III, V, .11 GEN ERAL REQUIREM EN TS Provisions shall conform to 63 (a), (b). (d), S ection 64 (, California Sp ecifications. SI PRIME a) GENERAL REQUIREMENTS. Special Orovis io nsor pr+m! a ppr opriate provisions of Se • wrar-0rumen..n..,r.c...a w.•w.,,.-.1.4.10,11 ',11,1 AN SA11. .4.4•42.... ..n.. ..�.«..r ...�... Section 7, 8 CON STR UCTION DETAI LS EXCA VATION FOR STRUCTU RES. Structure ex cavation shall inclu de the removal of all m aterial of whatever nature necessary for the construction of foundati ons in accord ance with th e pl ans or approved modifications the reof and the pl acement of backfill mater ia l to the or iginal ground line or to the limits designated on the plans. When materia l from the, excimati on is unsuitabl e f or use in back - fill, it shall be dispo se d of -as directed by the Engine er and suitable ma terial fr ee fro m large stone s and app roved by the Engine er shall be furnishe d by the Contractor for the ba ckfill. B ackfill o ver and around culverts, arches, and columns shall be bro ught up uniformly on all aides in or der to.avoid bending or dis- to rtional stresse s in the structure. DITCH AND CHANNEL EXCAVATIO N. D rainage ditch es and chan- nels sha ll be constructed as described i:n Sec tion 12, Chapte r IV (a) of the Ca lifornia Spe cifications. SECTION 8 SUBGRA DE GEN ERAL REQUIREMENTS. The subgrade will be considered as that por tion of the roadbed surface which has been prepared, as specified, and upon whic h a layer of specified roa dbe d material or base or surfacing or pavement is to be place d. In .0 cases the details of the operations of preparing subgrade shall be under the direction of the Enginee r who :s hall have author ity at all times to sto p the opera tio ns, if in his opinion these specific ations are no t being complied with in a manne r which will result in the type of subgra de specified. The finished subgrade shall be true to grade a nd cro ss-section, hard, uniform and smo oth. Continue d use of pre pared s ubgrade for hauling, whic h will c ut or deform it from the true cross-section, will no t be per mitted. The Co ntra ctor shall, at his own expense, repair a ny dama ge to sub - gr ade caused by his o per ations or use by pu blic tr affic. No mater - ial shalt be placed un til the subgrade is in a condition satisfactor y to the Enginee r. CONSTRUCTION DET AILS Structure excavation shalt f whatever nature necessary accor dance with the plans d the pla cement of • bac kfill r to the limits designa ted on unsuitable for use in ba ck - by the Enginee r and suitable approve d by the Engineer shall e hackfill. he s, and column s .sha ll be rder to avoid bending or dis - . Drainage ditches and chan- in Section 12, Chapter IV (a) TIO8 8 BADE grade will be co nsidered as ich has been pre pared, as pe cifie d roa dbed material or placed. s et pre par ing subgr ade sha ll who ;sha ll have author ity at all o pinion these specific ations r which will re sult in the type grade and cro ss-sec tio n, ha rd, r hauling, whic h will c ut or , will not he per mitted. The repair any damage to nub- by public traffic. No ma ter - is in a co ndition satisfactory .w...444,...a,ta'.rce.. ..itax •a ..-- . .-,4u'tw-'fin: 'ai[:MS1t Section 9, 1Q, 11, 12 S ECTION 9 C RUSH ER RUN BASE a) G EN ERAL RE QUIREMENTS. Crusher run base shall consist of mineral aggregate placed on the roadbed in acc ord ance with the provisions of Se ctio n 21 (b), (c), (d), (1) and (g) of th e California Specificatio ns and in conformity with the lines, grades, and dimen- sions shown on the plans and typical cross-section. SECTION 10 PL ANT -MIXED SU RFACING GENERAL REQUIR EME NTS. P lant -mixed surfacing shall conform to the follo wing op r tion s of Se ction 28 of the California• Specifica- tions: Chapter I, II, III, V. V I, VII, and VIII (a). SECTION 11 ASPHALTS a) GENERAL REQUIREMEN TS. Asphalts as spec ified in the Spec ia l Pro visions shall conform to the appr opriate pro visions of Sectio n 63 (a), (b), (d), Sectio n 64 (a), (c), and Sec tion 65 (a), (c) of the California Specifications. SECT ION 12 PRIME AND SEAL COATS GE NE RAL R EQUIREMENTS. The asphalts as spec ified in the Specia l roviaions for prime and seal co sts shall confor m to the appropriate provisions of Section 11. of the se specifications. • -� •M ,cwa .cv�ru-�:: ururx�sa�r •s...,„ .-�yy NIligmbro- Section 13, 14, 1$, IL CONSTRUCTI ON pr TAI LS SECTION 13 PO RTLA ND CEMEN T C ONCRETE a) GENERAL REQUIREMENTS. Portland cement concrete shall con- form to the appropriate provisi ons of Section 60 ( a) to (n). inclusiv e, of the Califor nia Specificati ons . SECTION 14 PORTLAN D CEMENT CONCRETE PA VEMENT GENE RAL REQUIR EMENTS. Portland cement concr ete pavement shall conform to the a ppro priate provisions of Section 32 (a) to (n), inclusive, of the C alifornia Specification s. SE CTION 15 CONCRE TE ST RU CT URE S GENE RAL REOITIREMEN TS. Concrete structures shall be co n- structed in acc(arda nce with the appropriate pro visions of Section 34 (a) to (u). inclusive, of the Califo rnia Specifica tio ns. SECTION 16 CON CR ETE CU RBS AND G UTTERS a) GENERA L REQUIREME NTS. Curbs and gutte rs of the fo rm and dimensions shown on the pla ns shall be c ons tr ucted of Class "B" concr ete, mixed and placed as provided in Sections 13 and 15 of th ese specifica tions, with the modifica tions and additional require - ments of Section 43 (b) to (e), inclusive, of the California Spec ifi- cations. e} C O NS TRUC TION DETAI LS b) DETAILS. Cross gutters sh ations at least s even days, time of fi nal acceptanc e of th of the Contract or to cor rect SE P ORTLAND CV GE NERAL REQ UI REMENTS. dimensions sh own on the pl an conc rete, mixed and pl aced a these specifications. with th e meats of Section 44 (c) to (f). catio ns. SUBORADE PREPARATION i for sidewalk Asti conform to sp ecificati ons. Crusher run the r equirements of Se ction 9 M ETER BOXES. Whe re mel Contracto r sh all s et meter be Meter b oxes will be suppli ed SE1 E XPANSIOI a) GENERAL REQUIREME NTS. conform to the requirement s cations. 4 Secti on 16, 17, 18 CON STRUCTI ON DETAIL S JN 13 ENT CON CRETE cement conc rete sha ll con- ction 60 (a) to (n), inclusive , XN 14 ON CRE TE P AVEMENT ce ment concrete pa ve ment ons of Section 32 (a ) to (n), hs. )N 15 RUC TURE S stru cture s :hall be con- iate provisio ns of Sectio n b Specific ations. )N 16 AND GUTTER S d gutters of the form and constructed of Class "B" in Sections 13 and 15 of ons and . additio nal requir e - of the Ca lifornia Specifi- b) DETAILS. Cross gutters sh all be constructed prior to paving oper- a tions by at least s even days . All gutters shall d rain properly at the time of final acceptance of the work and it sh all be the responsibility of the Contractor to c orrect any deficiencies . SECTIO N 17 POR TL AND CE MENT CONCRE TE SID EWALK GE NERAL R EQU IREMENTS. Concrete sidewalks of the form and dimensions shown on the plans shall be const ruct ed of Class "B" co ncrete, mixe d and pla ced as provided in Sections 13 and 15 of these specifica tions, with the modific ation and additional r equire- ments of Section 44 (c) to (f), inclusive, of the California Sp ecifi- ca tio ns, b) SUBG RAD E P REP ARATION AND CRUSHE R RUN BASE. Subgrade for sidewalk : shalf conform to ther equ ire menta of Section 8 of these specifications. Crusher run ba se under sidewalks sha ll conform to the requirements of Section 9 of these spec ificatio ns. c) ME TER BO XES. Where me ters a re located in c. s idewalk, area, the Contra ctor ahaUse t meter bo xe s flush with the sidewalk gr ade. Mete r bo xes will be supplied by the City. SE CTION 18 EX PANSIO N JOIN T FILLER GE NERAL RE QUIREMEN TS. Expa nsion joint filler materia l shall conform to the require ments of Sectio n 66 of the California Spe cifi- cations. • r ni Jt!D^:a,m^t l"k6: !��; WW!,RiMtYQA'�L '1± �i a;'�' {�s's'R'4wF•t<• .1*,, . .. . Y • • .Se ction 19, 20, 21. 2Z CON STRUCTION D ETAILS SECTION 19 NON -REINF ORCE D CONC RETE PI PE LINES a) GEN ER AL RE QUIREMENTS. N on -reinforced concrete pipe lin es shall be installed in the locations and at the grades as sh own on the pla ns or ordered by the Engineer and in accord anc e with the appr o- priate pro visions of Se ctio n 54, Chapt er I (b); Section 54, Chapters 11 and III of the Ca lifornia Specifications, a nd Section 24 (c), (d), (e) and (1) of these .specificatio ns. SECTIO N 20 REINFORCED CON CRETE PIPE LI NES GENERAL RE QUIREMENTS. Reinfor ced conc rete pipe lines sh ad co nform to the appro pria te pro visions of Section 51, Chapters I, II, III and IV of the.Califor nia Spec ific ations and Sectio n 24 (c), (d). (e) and (1) of these spec ifications. SEC TION 21 CO RRUGATED METAL PIPE LINES G ENERAL REQUIREMENTS. Corrugated meta l pipe lines sha ll conform to the a ppropriate provisio ns of Section 52 (a ) to (i), in- clusive, of the Ca lifornia Spe cifications and Section 24 (c), (d), (e) and (1) of these specifications. SE CTION 22 REINFORCEMENTS a) GEN ERAL RE QU IRE MEN TS. Reinforcement shall c onfo rm to the appropriate pro visions of Section 59 (a ) to (i), inclusive, of the California Specificaticn`. J C ONSTR UCTION DETAI LS G ENERAL REQUIREMENTS priate provisions of Secti on nia Specifi cations. C LAY PI PI a►) PIPE MA TERIAL Clay pi th e Americ an Ass ociation of Sp ecification s fo r Highway iu subsequent atrnendmn ents. b) J OINTING MATE RIAL . All po uring jointing cOa aund or the approval of the Engineer. allowed. c) EXCA VATION. The Contrac Lion s in su ch direction s and c suitabl e room fo r pr operly c' ances herein proposed to the for bra cing and supp orting, f tions and rem oving the .refr ol, consider improp er for f ounds is to be in open cut unless ' ot3 If any of the trench for pipe s har d to permit the bed to be excavation must be made at L the bottom of the sewer, and be brought to grade with appr When the grou nd along the lin ciently suiid foundation, it sh depth as may be ordered, ann material well c ompacted into - �.wNWi(YYkx +1JRl�a i P6tl 'atyyW at ru4`. .—.r .lnlr®,�rN .14UWlreI SSMfl.u�ud4d 'lt 'ah1w[u.+aK4.n�+tiJ�.wi4ovty':rLunu� MINOINSIMPAINIONWOMM MINNOMPIP MMik S ection 23, 24 CONSTRUCTIO N DETAILS T IO N 19 a CONCRE TE PIPE LINE S -r einforc ed concr ete pipe lines ad at the grades as shown on the pd in acc ordance with the appro - apte r I (b); Se ction 54, Chapters itions, and Sec tion 24 (c), (d). IC TIO N 20 CONCRETE PIPE LIN ES inforced concr ete pipe lines shall ions of Section 51. Chapters Ir II, cations and Se ction 24 (c), (8). (e) !EC TION 21 • 'ED MET AL PIPE LIN ES orr ugated metal wipe lines shall *WWI' of Section 52 (a ) to (i)• in - catio ns and Section 24 (c ), (8), Sir".CTIOl' 22 4FORCEMENTS Reinfo rcement shall conform to the m 59 (a) to (i). inclusive. of the SECTION 23 RIPRAP a) GEN ERAL REQUIREME NTS. Riprap sh all conform to the appro- pr iate provisions of Secti on 41 ( a) to (e), in clusive, of the C alifor- nia Specifications. SECTION 24: CL AY PIPE SEWER LINES P IPE MATERIAL, Clay pipe shall conform to th e provisions of the America n Associa tion of State Highway Offici als' Standa rd Specifica tions for Highway Materials, Specification M 65-49, with subsequent amendments. JOINTIN G MATERIAL . All joints shall be co nstructed using a hot po ur ing jointing compound or patented jointing materials that meet the approval of the E ngineer. Ce me nt mortar joints will not be allowed. EXCAVATIO N. The Contractor shall make all nece ssary excava- tio ns in such dire ctions and of s uch width and depths as will give suitable room for pr operly constructing the sewers and appurten- ances he re in pr opo sed to the lines a nd gra des shown by the plans; for brac ing and supporting, for pumping and draining said excava- tions and:re moving ther efrom suchmaterials as the E ngineer may consider improper for foundations. . The exca vation for the sewer is to be in opencut; unless. otherwise specified he re in. If anyof the trench for pipe sewer is in r ock or in material too hard to permit the bedto be pro perly forme d for the pipes , the exca vation must be made at leastfour inches belo w the grade for the bottom of the sewer, and the botto m of the trench shall then be bro ught to grade with approved ma .irrial co mpac ted into plac e. When the gro und along the line of the work does not afford a suffi- ciently solid founda tio n. it shall be excavated to such width and depth as may be ordered, and refille d to grade with approved material well compacted into place. a • ••• • et4 Mrivwf. .:M rmrciaf4peovkim pitra r4141reok,1�or ' LKyi(`li wv13 ' � :A'iS:Y4?#sIIB Section 24 CONSTRUCTION DETAILS a ADO 4 Where any crosswalk is cut by'th e trench,_ the Contract or shall con struct a timber bridge at le ast 4 feet in width'w'1th side railings. Where, in the opinion of the Engine er, it is n ecess ary to .construct a bridge for vehicles, the Contractor shall build and mai ntain th e same. Wher e the excavation' croeses a vehicle ent rancc,;to private prope rty. a suitable+ br idge in the judgment- of the Eagi>reebr• 'Shan bee' c onstru cted by the Contractor. No allowance will be made - .th e Contractor for building bridges. All materia l excavate d fro rnthe .trenches and n ot required for r efill- ing the trenche s is to be imme diately removed fr om the stre et unless otherwise ordere d by the En gineer. ..' All materi al excavated and require d for refilling the trenches: shall, be so piled that free access Iraq be had at a ll times to all pa rts of .the trench. Where the ground a lo ng the lire of the proposed work is leas than 3 feet above the top of the sewer, ' the .sewer is to be covered with a fill of appro ved material to • such height a ttdwidth and side slopes as are shown on plans. Where filling is roade .belo w the bottom of the sewe r, it *ball be settle d with watez ,r t* -a mariner satisf act ory to. the Engineer, a nd the constru ction of the sewer shall not com- mence until the fill hasbeen in pla ce not leis than 60 days. d) SH EET PIL ING, L AGGING AN D BRACING. The Co tra ctor shall furnish, put in pixies and ma inta in such Umbering, lagging and brac- ing, etc. , as will be required to support the sides of the excavation and pre vent an y move ment which cou ld in sely Y injure a ny struc- tur e. Whenever the E ngineer ;is of the o pinio n that: ataxy po int, sufficie nt or proper timbering. lagging and bra cing .hav , . +*ot. been pr ovided, the Contrac tor shall upon dennintl,pro ride additional timbering. lagging and bra cing at his o wn expense , an d the co mpliance with such demands shall not relieve or release the Contra ctor, :t?0111 r his responsibility for the sufficiency of such .timbering, 1aggingr ►sd'bracing. All sheetrliiling, lagging .and bracing shalllbe,'e vrrraverd wise ordere d. hy. glue.; Engineer. =le s s o ther - Whenever the Endinee .r:orders that sheet.pn iag,. lagging a nd bracin g shall:rAot be removed, the sheeting and laggistoshimil be cut where directed and the upper part withdrawn. C ONTRUC TION DETAILS All v acancies left by the re be car efully refilled with al by ramming with suitable tc orde red by the Enginee r. The Contract or sh all be rem to the structu re or structur ins ufficiency of th e sheet pi or r emoval of sheet piling. e) DIS POSAL OF SEEPAGE. S t ractor shall runove any se be found or m ay ac cumulate the work . He shall furnish th eref or. and sh all b eep all all times during the coast: u shall give instructions to ce The Cont ractor must use dui originating on his w ork or di to handle and di sp ose of undi discha rg ed upon th e works o c ontractor, unless by znutva Sh ould any dispute or disag rY shall be ref erred to the Enagt section is to be c on strued as tracto r of any gutter or sera age of the City, a nd whi ch is age. The C ontract or shall ke ep WI accuaurleetleaes of water and s times as m ay be requir ed by tion or other purpose s. ItACKTILIaNG. Sack filling iErre e; ram the excavai' free fr om clods, roc) and an of tie pieor dislodge th e ali leve led to a lire aplrrordaratel trenc h depth, or ase foot .b e le befo re jetting. .After the ditc ma ter ial shall be added and c to bring the backfill up to aub ..0.1111-.VTWW1.6113.4 0lMNEv}/ny..witrAf. frtflI&tfl.t.. . n.r.1..u: aY ti:r[:kaWu uu tiM, uJnco.l µ.�W'. 4w .�iw: fuk — •, •-.Y4iifU'. �i tench, the Contractor shall ;ee t in width erkth side railings. r, it is necessary to construct shall build and mainta in the pits eerie to private property, the Ear, shall be constructs I be naa.ie the Contracto r for lches and not required for refill - f r emoved from the street unless All material e xcavated and hail be so piled that free access bI the trench. Ile proposed work is less than e sewe r is to be co vered with eight and width and side slopes g is made below the bo ttom of ater or in a mater satisfactory en of the sewer shall not com- e not less than 60 days. ACING. The Contr actor sha ll 'itch timee ring, lagging and brat - pport the sides of the excavatio n uld in a ny way injure any str uc - !Lion that, al any point, sufficient acing bare not been provided, the sic additiona l timbe ring, la gging I the compliance with such dema nd 'tractor from his res ponsibility for egging and.bracing. I sha ll be -r emoved unle ss other - s heet piling, lagging and bra cing and lagging s hall be cut where ►wn. c CONSTRUCTION DETAILS .ti..G ru iY bae� ,41.. . r.,.vis ul- +e .,w.s .. • -. •u ,r�vww WL .. •••� .. OWAt-awe Section 24 All vacancies l eft by the removal of sheet piling or lagging shall be carefully refilled with approved material, c ompact ed into place, by ramming with suitable tools or by saturation with wat er, as o rder ed by the Enginee r. The Contractor shall be responsible for any injury which may result to the structu re or structures that is due directly or indirectly to the insufficie ncy of the sheet piling, l agging and br acing or th e repl acing orremoval of shee t piling, lagging and bracing. D ISPO SAL OF SEEPAG E, STORM WATER OR SEWAGE. The Con- tra ctor shall remo ve a ny seepage, storm w ater. • or s ewage that m ay be found or ma y accumulate in the, excavation during the prog re ss of the work. He sha ll furn ish all pumps andother appliances necessary there for , and shall keep all excavations entirely free f rom w ater at all time s during the construction of the work and until the Engineer sha ll give instructio ns to cease pumping. The Contracto r mustusedue vigilanc e and care so that no wate r o riginating on his wo rn. or due to his work, or which he is obliged to ha ndle and dispose of under this Co ntract, shall discharge or be discharged upo n the works or into the sewe rs or tre nches of an other contractor, unless by mutual agr eemen t of the parties a ffected. Shouldany dispute or disagreemen t arise from -this cause, the matter shall be referred to the Engineer fo r fina l settlement. Nothing in this section is to be construed as preventing the reaso nable use by any con- tractor of an y gutter or sewer which is designed and u se d for the sew- age of the City, an d which is of sufficient capa city to ha ndle the pump - a ge. The Contra ctor shall keep his completed wor k rea sonably free fro m a ccumulations of ,wa ter and sewage and shall free it e ntirely at such times as may be required by the Engineer for the purpo se of inspe c- tio n or o ther purpo ses . BACKFILLIN G. 3ackfiliing against the pipe shall be done with mater- ial selected fro m the excavatio n.: satisfac tor y to the Engineer, that is free fro m clo ds, rock and any material tha t may damage the s urface of the pipe or dislodge the a lignment. The backfill ma terial sha ll be leveled to a line a pprox imately pa rallel to end either o ne-third the tr ench depth. or one foot below the street grade, whic hever is gre ater , be fore jettin g. After the ditch has been thoroughly jetted, enough dry mater ial shall be added and compacted by _tamping or rolling, or both, to br ing the backfill up to subgrade elevation. ... - - . 'rm`rui_, .. .. ...•. .. ....u rw,ua.w.�.rawuww .......... ....... .., ... ,:, .,a, raw. .. ........r y.. a...our„�r.....� a. ,:..o .a:, ::W:. ...,, ...-.-__.:....:..w... ,1 • 1.s..••.r.. .+.- .�w�..11111111111151110111111611111111111111MIN Section Z4 CON STRUCTION DETAILS g) " Y" BRANCHES FOR SERVICE CON NECTIONS. "Y'' br anches shall be installe d in sewer lines at each point indic ated on the plans for a sewer service. INFILTRATION. Infiltration into clay pipe sewer lines shall not excee d 0.6 ga llon per minute per inch of pipe di ameter f or each 1000 lineal feet of se wer main. CL EANING AND INSPE CTION. (I) Sewer mains shall be inspected and cleaned by means of pneumatic sewer cleaning balls after streets h ave be en paved befo re final a cceptance of the s ew er main and street paving by the City Engineer. (2) (3) The sewer balls sha ll be of the Wayne typ e or equal. The sewer balls sha ll be of the appropriate siz e to fit the se wer pipe being cleaned. (4) The balls shall be o per ated by at least two men. The men shall be ex per ienced in se wer cleaning with balls or under the direction of an exper ienced man. (5) The ball shall be introduce d at the uppe rmost ma nhole or cleanout and pa ssed fro m man hole to ma nho le by means of a line and with a sufficient head of water or se wage to carry the sewer ball along. (6) The de bris in the sewer being cle aned shall be caught and removed by a tool such as a shovel bent at right a ngles to fit the' invert an d equipped with a long ha ndle. Two shovels shall be provided fo r continuou s removal of the debris. (7) . E ach section of main shall be cleaned thoroughly befor e proce eding to the next section. All upper e nd sections shall be clea ned befo re lower sections are cleaned. (8) Where se wer balls will not pass, fle xible sewer rods a nd appropria te spea rs or cutters shall be used to c lear the obstructio n. Where the o bstructio n cannot be cleared with sewer r ode, the obstruction shall be re mo ved by excavation. C ONS TRUCTIO t D ETAILS a) , Caution: S ewer sewer (9) Debris :unmet City dump or as v ent c esit aminut • G ENE RAL REQUIREMI NTI p oints and of the types show Each manh ol e shall be fitt er pl ans. Where indicated on th e pk a spe cified sh all► be cesstracti existing or proposed s ewers not at onc e connected. th ey fied clay co ver in suck a ms mad e with out breaking the p In case the g ro und surfa ce i h ol e shall be brought up to s s et, it will conform to the a is indicated eh die pl ans. •d offici al grad e, the manh ole have an interio r dimension t va tioa, and than be b uilt st+rt cast iron frame is set, it sb B rick manholes sh all be c on The brick shall be well we tb shall be la id jn a foil joint od operatisn. Eve ry fifth coca None but skilled an d careful must be taken to break verti sha ll be as unifo rm as po ssi thickne ss. litirro muirearAlleaiftwocelummovipo ninmer gensomatrt NE CTIONS. "Y" branche s shall oint tnclicated an the plans fo r a y pipe se wer lines sha ll not ch of pipe diameter fo r each spected and cleaned by means of ng balls after stre ets have been tance of the sewer main and y Enginee r. e of the Wa yne type or equal. e of the appropriate size to fit eaned. ated by at least two men. The ed in sewer cleaning with balls of an experienced man. uced at the upper most manhole i fro m manhole to ma nho le by lth it. sufficient bead of water or ewer ball along. rr toting cleaned shall be caught II such as a shovel bent at right t and e quipped with a long handle. provided for co ntinuous removal shall be c leaned tho roughly before t sec tion. All upper end sections ire lo wer sectio ns are cleane d. Ill not pass, fle xible sewer r ods re or c utters sha ll be u sed to clear pre the obstruction can no t be cleare obstr uction shall be remo ve d by CONSTRUCTIO N DETAILS a) (9) 0 Section 24, 25 Caution: Sewer balls mutt be removed before using sewer rods to prevent damage to the balls.. Debris removed from sewers shall be buried at the City dump or as directed by the City Engineer to pre- vent contamin ati on . SECTION 25 MANHOLES GE NERAL REQUIREMEN TS. Ma nholes shall be constructed at the points and of Este types sahwat on the pla ns. Each manhole sha ll be fitted with a cover frame as sh own on th e pla ns. Whe re indicated on the plane, len gths of sewer pipes of the siz es specified shall be constructedinto the manho le'to co nnect with existing or pro posed sewers or . culverts. Whe re these pipes are not at once conn ected,, they shall be securely close d with a vitri- fied clay cover in such *mann er tha t a futur e con nection can be made without brea king the pipe. In case the ground sur fa ce is belo w the official grade, the man- hole shall be bro ught up ' to such a height that when the frame is set, it will co nform to the officia l grade, or to such a height as is indicettied on the r s;. 'Shenild the ground surface be above the official grade, the man hole shall be so constru cted that it sha ll have an interior dimension: of 24 inches tt the official gra de ele - v ation and .then be belt itraiglitwgr to such a height that men the cast iron frame" is set, it shall' conform to the greeted surface. Brick manholes shall be constructed of coernmo a bricks. The brick shall be well wetted before being': laid, and ev ery brick shall be laid n a lull joint 'of mortar;on bode send and side ix one o pera tion Every fifth course of brick alai he *header coarse. None bu t skilled and careful brick *yer* shin be employed. Car e must be ta ken to break vertical jo ints. Horizontal mortar joints shall be As lfadform as possible, and shall not exceed 3/8 inch in thickne ss. nnn acuw nar Yary r..y`uai ��- a;.t. •.-•� .-�u ..u .iw...a.«r rweropwu. a.a .�waimwrr-,.w;oa r..,v �..w�,.. •. .��umwar .. .u..._�...:.� .:-.::+«�:.:. a....,�y�w .,� ,: .rcn kr a, n��S1Cr•�'� +Na. rva.!y"t:r.X?t44!0.af, t. .r! •r�s. .;r� ..•�'+:',,,!•Q vS?p,elltt • • • • 1.• • . • r• e • Section 25, 26, 27 CONSTRUCTION D ETAILS Particular came must be tikeen in f orming the bottom of th e manholes Alon g pipe sewers. . •They shall be built strictly in accordance with the plans, and must conform to the bott oms of the existing sewers. The cha nnels and bottoms . of the, manholes are to .b e constructed of Class "A" concrete., and th e chancela;. are to be , m ade smooth and true by pla stering with a 1 to 1 mortar . The Jo ints in the brickwork on the inside of the m anh ole shall be neatly struck, a nd the,. outside shall be pl astered with mortar at leant 1/2 inch in thickness. b) ALTERNATES. Concrete or pre -cast concret e rnanholea may be substituted upon appro val of materials+ and det ails by the Engineer. SE CTION 26 MAN HOLE FR AMES A ND COVERS GENERA L RE QUIREMENTS..:All ma nhole framesand covers sh all be of the dimensio ns end weights shown on the. drawings. The bottom outside r imof the cover and ths seat of the frame shall be so milled that the c ov er shall set, ev enly and firmly ,ia the frame. SECTION 27 WAT ER MAIN S •, AND APPURTENANCES a) MATERIAL S..: Asbestos -ce ment remoter. pipe ; shall con form to the requiremen ts of the A=n.rl an Water, Works Associatio n Sta ndar d Specifications for Class 150 asbesto s -cement wa te r pipe, AWWA C 400-53T, with subsequ ent a x»eudme nta,• Cast iron water pipe shell be'cen trifugally cast cast iron bell and spigot, Claa s 1.50 conformin g; to Federa l Specifications WW -P -421. Cast iron, pipe is to be tar co ate d _outside alkalised inside with a seal coa ted cement lin ing of 1/16" mu m . thicketes s. CONS'T'RUCTI ON DE TAILS Cast iron fittings shall h ave a pound wo rking pre ssu re and x ac co rdan ce with Ameri can W: tions. Water valve s must be placed and sh all open by turning to ti seated and brass fac ed gat e v. Valve boxes sh all be F orni wi word "Wage r" shall be stamps inch in height. Hyd rants shall have bell s at b Four inch (4") connections ski inch (4") mains and nix in ch ( mai ns or l arg er. Hydrants cl sh all be single nozzle, and de mains. double nosal e. They and one-half inch (2-1/2") ins threads. The hydr ants sh all;, t equal. The shaft, stuffing burl is likely to caus e serious inju Hydrants shall be set on a co n squ are by eight inches (8") de, ar ound the st em of the hydrann. (18") and fo r the full width .Litt th e hydrant is set . EXCA VATION. BACK FILL, E shall be inst alled in ac cordant Section 24 (c). (d). (e) and (f) around water main s f rom the 1 centerline :a the pipe shall be o ther approved material pla ce side of the pipe and fittings su L AY ING. Asbe stos -cement p be laid ea earth mounds and he with earth c arefully tamped tin loc ations. Pipe s larger than 1 tre nch bottom or on wood bloc • Section 27 CONSTRUCTI ON DE TAILS rain g the bottom of the ma nholes tit strictly in accordance with Botto ms of the existing sewer s. ihohea are to be co nstructed ooth a nd sere tobe ar• aside of the manhole shall be be plastered with morta r at st co ncrete ma nholes may be als and details by the Engineer. 'ION 26 ME S A ND COVERS manhole frimeaand.co vere sha ll ihown on tke. drawings The bottom tat of the frame shall be so milled firmly . in the fra.- TIO fi1 27 AND APP URTE NAN CES water pipe e balj easeform to the giber Works Association Sta ndard ;stos•cement water pipe, AWWA !drifts**, ca st c ant iron bell and 'Fe deral Spe cifi►+ ►t ° WW -P-421 !l outside Uoted 'de with a li" rndl :iialae10 °,, Cast iron fitti ngs sh all have a Cl ass .D metal thickness for 175 pou nd working press ure and have a c oal' tar pitch va rnish in accorda nce with American Wat er . Works Association Specifi ca- tion s. Water va lves must be placed to operate in a vertical position, and ;)hall open by turning to the left. All valves must be double seated an d brass faced gate v alves with hub ends for le ad joints. Va lve boxes shall be Fo nd wate r valve b ox es, or eq ual. The wor d "Water" shall be sta mped on th e cover with l etters one inch in ..height. Hydrants sha ll ha ve bells at bottom for connecting with mains. Four inch (4") connections shall be made to hydrants fr om four inch (4"). mains a nd six inch (6") connections from six inch (6") main* or larger.. Hydrants con nected to four inch (4 ") mains shall be single no zz le, a nd those co nne cted to six inch (6") main s, double nozzle. They shall be fitted with nozzles two and on e-ha lf inch (2-1/2") inside dia meter cut with standard threads. The hydrants shall be Greenburg-Califo rnia type or equal. The shaft, stuffing boxes a nd all par ts in which rusting is likely to cause s;:rious injury must be of brass. H ydrants shall be set on a co ncrete base sixteen inc hes (16") squa re by eight inches (8") dee p. Concrete shall also be placed around the stem of the hydrant for a de pth of e ightee n inche s (18") and for the full width and length of the exca va tion in which the hydra nt is set. EX CAVATION, BACKF ILL , E TC. Water mains and appur tenances shall be installed in accordance with the appropriate provisions of Se ction 24 (c) (d),, (e) and (f) of thes e specifications. . Backfilling around wate r mains fr om the bottom of the trenc h to the hor izontal center line of the pipe shall be do ne by hand with sa nd, gr ave l or other approve d material place d in la yers of three inches on each side of the pipe a nd fittings simultaneously a nd compac ted by tamp- ing. c) LAYING. A sbestos -cement pipe of ten inch size and s malle r shall be laid on e arth mounds and held in co rre ct alignment by securing with e arth carefully tamped under andon each aide d pipe at mound lo catio ns. Pipes larger tha n ten inches sha ll be laid directly on trench botto m or on wood blocks, as directed by the Engineer. Ayq/yy .�a�fyyNvyy. • •••, . �••.•:a�a�.uu'x. yx.rw�W..W'f'A4Y�LM4wW.YMMiW.�+.�+� -.a na. .u .x:�ara aw .+ads ..nu� atW.w'+vuwW.rnau:w:.�ufy ...w.• .u ...+. ..w�.[w.r � err -yr . ... w. ..,�r• ,, .;-• kn `" mHWtreld +rt 411i.:Jek4:Y`'tMOVAN Section 27 CON STRUCTION D ETAILS Ea rth mounds sh all be of selected, d amp backfill material tamped in pla ce. Each, pipe shall be laid on two mounds with e ach mound placed abo ut one fifth iof the pipe l ength fr om each end. The earth mounds shall be high enoughto all ow a minimi>m clea rance of two inches between the trench bott om and the pipe, and betwe en th e trench botto m a nd the patent ed c ouplings. All pipe and appur tenances shall be . carefully lowered into the trench. Under no c ircumsta nces shall water main materials, be dropped or du mped into the tren ch. Every: precaution sh all be taken to prevent fo re ign material from entering the pipe whil e it is being pla ced in the lin e. At times when pipe laying is n ot in propose, the open ends of pipe sha ll be closed by at. watertight plug or other means a pproved by the Engineer. Joists of''pipe in the tren ch which can- not be po ure d shall be calked with packing to ztmaluethem as water- tight as possible. This pr ovision shall apply . during the no on hou r as well as overnight.. If water is in the trench, the s eal shall rema in in pla ce until the. trench is pumped completely dry. No pipe shell belaid. in -water or when, in the, opinion of the Engineer, trench ` conditions a re unsuitable.:: Bell an , spigot pipe 'shall be laid With bell end* fa cing in the dir ec- tio n of .laying, unless directed • ether.wise by the Engineer. All ca st iron pipe and fittin gs shall'kave all lu mp., blisters a nd excess c oal -tar coatbr+g removed from: the. bell ant spigot end of each pipe or fitting. and the .ceu tside;of the. spigot and theinside of the bell ehall.be wire -bru shed.antwiped clea n and dr y and free from oiI and grease befo re the pipe ix laid. The cutting of ca stiron:, pipe for . inserting valvesi fittings or clo- sure piece s shall be :done in a neat and workmanlike ,manner with- out damage .to the pipe or. cement lining and se as. to leave a smoo th end at right angles to the axis of the pipe. When machine cutting is not. available for cutting pipe 20 inches in diameter or larger, the electric -arc cutting me thod will be per- mitted, u sing a carbon or steel ro d. Only qualified and experienced workmen shall be used.on this work. The flame cutting of pipe by means of an ,oxyacetyle ne torch shall not be allo wed. C ONSTRUC TION DETAILS Whereve r it is ne cess ary to in the vertical or korincantal 'g stems, or wh ere long radius deflection ailleenad shall n ot el calking of the joi nt. and shall d) �.. •- ceene Via>a �ar+p regal cem ent pige to east iron fittim except fi r th ese hi s de aii Only l ead jsieta will _be allow Yarni ng or-penhing material (1) molded er tuhISr rubber tre ated paper repo. All of th with care is snderUp prevent pet late pl ace is the joint. TI tar or greasy subst ance. The dimensions to center ilu: spit; sh oved hone, sh all be d riven of th e b oll with auttoble l'ar ni For lend joists a space r.st he left in the bell feat pipe having less; and 2 1/2 ba the s forj 24, After a po ur ed Lad joint has it shall be calked with paw ning thor oughly easapasted and wat hamme red surfac e ov erall . C the b ells duri ng c alking. SERVICES Ant S ERVIC E CO: vided to fee grade s aaa lace ti rected by the Engineer. W e: O IL the plans, all water servi c of one inch capper pipe and cc TE ST. B efore the pipe is coy;' ;Wa les shall he . subjected to inch for a period of two hours by this test must be made goo M 014 11 0,;1?; lNte9! E , . { backfill materia l tamped nounds with e6ach mound orn ea ch end. The earth inimucn clear ance of two pipe, and be tween the ally lawsred into the trench. ma terials be dro pped or n shall be taken to pre vent hale it is being placed in t in pro gres s,, the open ht plug or othe r means in the trenc h which can- ; to make them as seate r - pply du ring the no on hour reach, the seal shall d co mpletely-dry.No opinion of the Engineer, 1 ends fac in g in the .dire c- by the E ngine er. all lumps;busters. and e bell an d spigot and of e spigot end ithe, inside ed clean an d dry and free d. velvea vMingo or clo- rkman ike,fir with- nd so as toleave a smooth cut ..pipe 2,,0 tactless in g metho d will be per - y qualified and e xperienced , a:yace tyle*e tor ah shall • CON STRUCTION D ETAILS d) wr I-wwwr,w.xnmew ..ys,...111 ►Y4n. +r MAllWs a:�rv xi n.V .• nsx �eK•. .wrwaw Secti on 27 Wherever it is necesaary to deflect pipe from a straight line, either in the vertical or h ominontal plane, to avoid obstructi ons or plumb stems, or where lo ng radius curves are permitted, the amount of deflection alloe d,:aypU n ot cotrAt ed that r equired for satisfa ctory calking of the iota. anti shall be app roved by the Engine er . JOATTZNP., . 4401041400'ocenteenpipe shall hejoints:4in.accordan ce with the o, lr .d troconnassielations. J ointing 0f abe stos - cement. pine to estat iron fittings shall be by the use of lead joints except fo r those fittingsdesigned for th e use of rubb er rings. Only lead je inta will he ,allo wed in the jointing of cast iron pipe. Yarning or -packing ma ter iall-ihall consist of one of the following: (1) molded or tubu lar ru bber rings (ZYasbesto s;rope or (3) trea ted paper rope. A lk of the abo ve materials shall be h andled with care in orderto prev ent cantamination and shall be dry wh en put into plac e in the, loin *. The'ma terial used shall be free of oil, tar or gre asy su #is,#a>ia4i e : The ya rning materia l shall be of proper dimensions to center the spigo t in the bell a nd, after the spig ot is sho ved home, shall be, driven tightly a gainst the inside base or hub of the bell with suitable yarning too ls. For lead joints a :spa ce i t ,less than 2,-x/4 in ches lit depth shall be le ft in the bell for pipe having a nominal diameter of 20 inches or less; a nd 2 1/2 inchea, fOr 24, 30 and 36 Inch. pipe. A fter a<.poured lead' joint has cooled to the tempe ra tu re of the pipe, it shall be , ca ntedwithracou rturtic or - hand' tools , Wail the joint is thoroughly spec tad an d watertight and shows- a ha rd -a nd even hammered su rface overall. Care sha ll be ta ken not to overs tra in the belle during ce►lkiag. e) SERVICE S AND SERVICE .CONNECTIONS. Se rvices shall be pro- vided to the gr- at ens as.; On the plaits or as di- rected by the Engineer., Where no t otherwise specified or shown on the plans, a ll wa ter : services and connections shall be co nstructed of on e inch copper pipe and copper pipe fittings. f) TEST. Before the pipe is covered with e arth, the wa ter mains and ser vice s, sha ll: be *uhjayted to aepressure of 125 pounds per squa re in ch for a period of two hon re►. Any faults, leaks or defects fo und by this test must be made good by the Contracto r at his expense. ti r� '� ,�"� �1� =�5; hI5 �Y•; :: 1 t 'r S .ISiNfa44��'1p wY Y �eac.rwawcb vrrAr y z.1 11x+ ..auw.n ,amraumwr ....414.umrcaloaunkli. FW V fur.ArS ftiH1"aNAYAA?1115K? ? "loin 3ecticen,'23 ;.29 CONSTRUCTION DE"PAILS. SEC TIO NBS .. GAS MAINS A ND A'�AP TNNANC GS '. MATER IALS. R eference is made *the' etaseihrebt of tie Palo Alt o Gee ivi : f •r the spec ifications 4tf gatt rdeitt,atedlitthig materials . E XC AV ATION...5AC K 'ILLR ' ETC. Gas mein * a nd aPrertenances sfesff far ins led`in accorda nce with the appr opriate provisi ons of Sectio n 24 (..c).. id), (e)::'a nd (f) of •tk a,Spa l fio tt o:, Th e ditch es shall b e- graded and' compa cted so that the .pipes When' laid will rest on a continuo us ditch bn ttom at grade. Wher e paved streets are to be brok en to lay the amain `or retake con- n eartion ,:,`the`pavemen t mu st be broken in a regular line. The ditch must mot exceed 20 in che s in . width unless o titer ideattathoriz ed by the Engine er. LA YING. Gas pipe and fittings shall be ha ndled easefully so th at the metal is not deformed or the w rapping harmed. Damaged wrap- ping sha ll be repaired in a -manner approved by tlis Engineer. d) JOINTING. A ll joints shall be welded unlaa o otherwise • specifie d. Welds shall be made iu 60° to 900 notche s. Wherever possible welds sh all be made before. laying In the ditc h. `>Approved types of slip joint couplings `ma : be u sed. The method o1 ma ting end wrap- ping fie ld Joints shall meet the approval oft' Engin eer. e� T EST. All Jo ints an d pipe for gas shall be, te sted with air at 90 powz&Lper square inch pressure. Each Joint shall be tho roughly cov ered with so apsuds and examined for bu bbiea. Lealus disclosed by test shall be elrnieatcd'by metho ds approved by the E ngis er . SECTION 29 STREET LIGHT ING ELEfl 1'R:O L1ERS MATERIALS A)ID COM II TIC . Standards shall be U nion Meta l hf4an c mg amp :, edge 6400-Y66 or approv ed equal„ with six-- foot bracket fo r 1 1/4 inch ilia -fitte r, 3 a 3»in ch hand hole. and pro- s vision for grounding. t. CO NSTRUC TION DETAILS In some areas a higher st andai equal, may be spe cifi ed . The plumbed to provide perfect align The lauai naire shall be totally e (less heatbattle). high voltag e. porcelain socket. Mash al glassware attachment . F or rid a "long type" 1-1/4 inch slip -fit to I .. S. light pattern s as folio I. E.S . C . P. A. Light Tate Pattern Mo I I Side I -CS I Il III IV V C ante r Sus- pended II Side Ili Side IV Side Y Sid e V -CS' V Ce nter. Sus - pe nded ID A A$ ZS' to > t II (is ipt hs Palo Alto ' o[ 8 -materia ls. ,parts+ce s khtbe ilWriapriala pe.Yisions o' !se 11110110111$0111014. ditches Itat hits *hot laid will rest tea to lay the main or make con - alu m bt a 'regular bet. The ditch mis s* etkerlittite"authorized by, all be homed carefu lly so tha t rapping harmed. Damaged wrap - appr oved by a Engine er. led intles s otherwise specified. rotates. . Wher ever possible IA the d types of pre sitelibidOt outaldots tad wrap„ royal *fibs Z *gis ee r. shall be Mete red rrl ► air at 90 Each joy ,th&Il be tho rou ghly led far 1i rl Le Ake disclose d ilede apPa efrood by the Elogineer . C TIf1 89 rwo EL EC 'M G RS K. Staadarde shall be Union Metal 03-X66 or a ppr oved equa l, with six ter, 3 x 3-inp h hard bole, and pro - Section 29 CONSTRUCTI ON DETAILS In some ar eas a higher standard,. Desig n 6400-Y76 or approved equal,may be specifi ed. The ele ctroliers shall be properly plumbed to provide perf ect alignment . The luminaire shall be totally enclosed with cast aluminum ho od (less heat baffle). high voltage. wet procese po rcelain receptacle, porcelain lamp socket, Alzak aluminum reflector, and V -band glassware a ttachmen t. For sid e mounting, the head shall have a " long type" I-1/4 inch slip -fitt er . Luminaires shall c onform to I. E.S. light patterns as follows: I.E,S. C , P. A. Light Type Pattern htlou stin i SpilcificaUions 1 1 Side Line Material Co. Cat. No. 603800 C 346, less he at baffl e, or approved equal. I -CS I1 III IV -CS' Ce nte r Line Material Co. Cat . No. Sus- 603800 C S26, or approved pended equal, equipped with C-8 suspeitiion elrnnp and C -95 r eversible plug. or approved equal,. II Side Lain, Material Co. Ca t. No. 603800 C 617, less heat baffle, or A ppro ved equal. III Side L in e Ma•crial Co. Ca t. No . 603600 C 86, less heat baffle , or approved equal. IV Side L ine Materia l Co. Ca t. No. 60380 C 87, 1e ;,s he at baffle, or approve d e qua l. Side L ine Materia l Co. C at. No. 603800 C 85, less heat baffle, or approved equa l. " Canter 1.4ne' Material Co. Cat. No. Su s 603800 C 29.. or approved pestleil equal, equipped with C-8 suspension clamp and C-95 rever sible plug. or approved equals. • •, • • • +✓rs:, R.. .. i, "'Fi ,� � ;- .i?it?'83Yi� iinitLerti'.S' . i' r Section 29, 30 CONSTRUCTIO N DETAILS C.P. A. Type V -D I.E.S. Light Pattern 1 11. C Mounting Sp ecifications Side Line M aterial Co. C at. No . 603800 C 85, less h eat baffl e, with F-69 deflect or attach ed, or approv ed equal . Electro lie r standards shall be grounded either by means of a g round r od driven before the foundation is po ured orbymeans of No. 6 ba re copper wire terminated in a sma ll coil 2 feet below the bottom of the touneatio n an d extending up in side the electrolier st andard. •.The ground s hall be securely bolte d to , the inside of .th e electr olie r base to the satisfaction of the E ngineer. E lectrolier foundations shall be constructe d as shown on City of Pal o A lto Drawing No. 10509, The electr olie rs shall be thoro ughly cleane d of all rust and scale and given a prime coat of paint and two finish coa ts. The second fi nish coat shall be applied after the e lectrolie r has been installed. The prime coat shall ,consist of Du Pont Zinc Chr omate Me tal Primer No. 67746, or equal, and the finish co ats of Du Pont Dulux Olive Green Paint No. 88-19725, or equal. The Contractor sha ll install lamps a nd glassware as called for on the pla ns.,. Unless o ther wise specified, a 2, 500 -lumen, 6. 6 ampere, series street lamp shell be insta lled in each lumin aire, together with a medium vo ltage film cutout. SECTION ,30 RELOCA TION OF EXISTING ELE CTROLIER S DETAIL S. The Contra ctor sha ll reloca te existing elec trolier s as shown on fhe plans or as directed by the Engineer a nd shall relocate the conduits serving the se e lectr olier s. The Contracto r shall pr o- vide ne w concrete foundatio ns, anchor bolts, grounds, junc tion boxe s, .conduit and conducto r cable nec essary to relo ca te existing electroliers and all the before rneigio ued itemsshall conform to the appr opriate provisions of these specifications. .CONST RUCTI ON DETAILS Wher e ele ctr oli ers have b ee ahali he replac ed with c ondu cated electroli ers s hall be p Dulux Olive Gr een P aint Nu. ST REET I a) DET AILS. All umds rg roun4 $ ;; •iaeh tr an sit. condui duit may be used under aide , be placed at a depth of 24 inc vanised iron conduit may be 1 Zither type of•coaduit shall b of the walk . The conduit Sias walk if the walk and curb ar e of the walk if curb and walk a piece of timber at least 2" at p ort under any tr ansit* condu filled trenches . Th e c onduit curved out from unde r the wa the end. Th es e short expose4 v anised iro n bat the crossing and curb mu st b e. Street crc cond uit is not under sidew alk: g alvanised f rost conduit. AU bends and risers to th e elb option eith er 2 -inch t ransite t connecting to 2 -in ch t ransit. of conduit shall be used . All c os or ad apters, and w>ti damme d on galvanised iron C4 shall be th roughl; swabb ed vi befo re the exc avation is backf The Contractor may a lec t to s iar.ed iron c onduit in any partic Section 30, 31 M9Corwnvlv.W k. Y Specifications ne Material Co. Cat. No . 3800 C 95, less heat ba ffle, th F-69 deflector attached, approved equal. d eithe r by moans of a gr ound ur ed or, by means of No. 6 bare 1 2 feet below the bo ttom of the e lectrolter sta ndard. The inside of the electrolier base ucted as s hown on City of Palo 1,-a ned of all r ust and sca le a nd ish coats. The second finish tier has bee n installe d. The inc Chro mate Metal Primer oats of Du Pont Dulux Olive glass ware as called for on d, a 2, 500 -lumen. 6.6 amper e. in e ac h luminaire, togethe r CTIO N 30 EXISTING ELE CT ROLIERS ocate existing electro liers as the Engineer and shall relocate rs. The Co ntracto r shall pro - r bolts, gro unds. junction e cessary to reloca te existing d items shall confor m to the ifications. wa:m�. r�s+��^��. � Hucwutaaa.:..��a�mp�. �w:mlwm.u rw,.��n ee.v l. e.u .,+:.rw.auw .iw.• ervw 1aexeswan +1.....he*d..;nn,Lfl +w..,w-...vm.,n+ ..., CONSTRUCTION DETAI LS Where electr olie rs have been relocated, the run that is too short shall be replaced with conducto r cable of necessary length. Relo- cated electroliers shall be painted with one finish c oat of Du Pont Dulux Olive Green Pai nt No. 88-19725, or equal. SECTION 31 STR EET LIGHTIN G C ONDUIT DETAILS, All undergrou nd ca ble shall be installed in conduit . tither.. -inch transite co nduit or l -1/2 -inch g alvanized iron c on- duit may be used un der sidewa lks. If transite is used, it shall be placed at a depth of 24 inches belo w curb grade, whereas gal- van ized iron conduit may placed 9 inches below curb g rade. E ither type of co nduit sha ll be installed 6 inches under the edg e of the wa lk. The conduit shall be under the property edge of th e walk if the walk and curb are integra l, or under the street edg e of the wa lk if curb and walk ar e sepa rated by a planting strip. A piece of timber at least 2" x 6" in section shall be placed for sup- port under any transite conduit when it crosses o pen holes or back - filled trenches. The condu it running pa rallel to the shall be c urved out from u nder the walk so as to enter the ju nction bo x at the e nd. These short expose d lengths of conduit nee d not be gal- va nized iro n but the cro ssings of a planting area between sidewalk and curb mu st be. Street cro ssings and other location s whe re the con du it is not under sidewa lks shall be in 1 -1/2 -inch standard wall galvaniz ed iron c ondu it. All bends and risers to the electro liers shall be at the Contractor's option either 2« inch traneite bends or 2 -in ch galvanized iron when conn ecting to 2 -inch tra nsite pipe. In an y single run only one siz e of conduit shall be used. AU joints shall' be .:Made with appropriate cou plings or adapters, and W he rever the girl: may be damaged on galvan ited iron conduit, as at joints, the e xposed iro n sha ll be thoroughly swabbed' with an approved asphalt compou nd before the excavation is backfilled. The Contrac to r may elect to substitute 2 -inch standard wall galvan- ized iron conduit in any particular run or number of ru ns. on o.. ..- ra.Ic1. 2....1,M*33 1.14.r.:wwr.11.. .......m.mw: ..116.uawlr.,Lr .rw.rr+14 ... ...-....w.n..--. .,.,._..... gkit,r4f9244ielr. M. r'A,,.: e nyVy iloYA0h7dlQ1% Section 31, 32 CONSTRUCTION DETAILS ASS It shall be; incumbent on the Contractor to t est all transits conduit installations in the presence of a.r'eprese nteti ve of the Engine er. Such tests shall be m ade by blowi ng a rag %rouge each run with compressed air. A string shall be attach ed to the rag so that any bre aks disclosed by this test can be located from the length of the string. Any breaks so disclosed shall be repaired and the test repea ted. Junction boxes shall be Forni "Electrical" reinforced con crete boxes, 16 -inch x 27 -inch x 16 -inch deep (net insid e) with covers, or appro ved equal. They shall be located j+tst out from und er the sidewalk so that they can be used for pulling ; wire, and they shall be buried with the to p at least 6 inches belay; grade, under the p ro- perty e dge where walk and curb are integral add .uader the street edge wher e the parking strip is provided. The City of P alo Alto shall be fur nished with a map showing all junction. box locations . Junction box locations areto be marked with the letter "E" indented in the sidewalk. Fo r pole rise rs the Contractor sha ll e xtend the co nduit 10 feet up the ris er pole. The r iser a nd the elbow undergrou nd shall be gal- vanized iron. Enou gh ca ble shall.be furnished to r each the top of the pole plus 6 feet extra. SECTION 32 STRE ET LIG HTING CONDUCTOR CABLE a) D ETA ILS. Ca ble sha ll be 5.000 -volt single conducto r, No. 8, solid or stranded, non-leaded, with 10/64 inch oz one -re sistant insulation to meet ASTM Specifications D -5T4 a nd 4/64 inch grade 1 neoprene jacket per Appendix lc of IPCEA "Gene ral Specifica- tions for Rubber and Ru bber -like Insulatio n, " Splices shall be made ,in accordance with City of P alo Alto Drawing No. 12187. No splices shall be allowed u nde rground. exce pt in junction boxes. Two feet of ca ble shall be looped in each junctionbox. b)- TEST. All electrolier systems will be given a final inspection and test be fo re acceptance by the City. The ele ctr ical te st shall consist of a high potential test between all wiring and ground and a continuity test. In the event tha t the system fails to pass the first acceptance test, subsequent' tests will be made at the Con- tractor's expense. . .1 C ONSTRUCTION DET AILS a) b) The City at Palo Alt o will co overhe ad system after it hes STRI GENERAL REQUIR EMENTS . wher e directed or' as shown c posts, or brackets and d etail P alo Alt o Drawing N o. 11549 DE TAILS. Street name sign 7,7-71:15.7 shall be F erro En approved equal of p orc elain e ins street name in vertical b] showing bl ock n umbers in vei mat ely one end three -eights ti onal a rrow, and equipped w on round or fluted or tapered as to be cl early readabl e fret ing street. All other street name signs a No . 624N84. or approved eqa an i ron base, showing str eet inches (4") high. showing bloc numbers app roximately on e a without dire ction al a rrow, an pipe cap and b ra ckets suitable open end of a standa rd two an diameter galvanized iron pipe readable from either direction for to test all traneite conduit pre sentative of the Engineer. a rag through ea ch run with attached to the rag so that any locate d fro m the le ngth of the all be repaire d and the test trical" reinfor ce d co ncrete dee p (ne t inside) with co vers. or ate d la st o ut from. trader the r px1l wire, and they sha ll ices bei.w great., under the pr o - inte gral and wader the atr, et v ided. . The City :of Palo Alto ng a ll ju nction . bo x loca tions. rked with. the ,leer "E" indented 1 e xtend the comiu it 10 feet up lbo w< underground s hall be gal- e furnished to reach the to p of T ION 3Z G CONDU CTOR CABLE o lt single conductor, No . 8. 10/64 inch ozo ne -resistant o ne D-574 an d 4/64 inch. grade ,f IPCEA "General Specifice- sulatio n. " Splices shall be lo Alto D rawing No. 12187. round. e xcept in junc tion bo xes. e ach junctio n bo x. ill be give n a:fianal inspection ity. The ele ctrica l test shall en all wiring and ground and the syste m fails to pass the its 101411 be ma de at the Co n - CONSTRUCTIO N DETAILS a) 0 Section 32, 33 The City of Palo Alto will conn ect the elect rolier syst em to its o verhead system afte r it h as p assed the Acceptanc e Test. SECTIO N 33 STREET N AM E SIGNS G EN ERAL RE QU IRE ME NTS. St reet name signs shall be installed whe re directed or as sho wn on the plans. The signs, fixtures, posts, or bra ckets a nd deta ils of installatio n sh all c onform to Palo Alto Drawing N o. 11549. b) D ETAILS. Stree t na me signs designated as ';Electrolier Bracket" or " . B. " shall be Ferr o Enameling Company No . 624N B4, or a ppr oved equal of por celain e na mel fused upon an ir on base, show- ing street name in vertical block letters four inches (4") high, showing blo ck numbers in vertical block -style ntunbers approxi- mately o ne and three -eights inches (1-3/$") high, without direc- tiona l arro w, and e quipped with brackets suitable for mounting on round or fluted or tapered electro lier poles, in such manner as to be clear ly readable from either direction on ea ch intersect- ing street. All o ther street name signs shall be Ferro• Enameling Co mpany No. 624NS4, or approved equal of po rcelain enamel fus ed upo n an iro n base, showing street name in ve rtical block le tter s four inches (4") high, showing block numbers in ver tical block -style nurunbe rs appro ximately o ne and thr ee -eights inches (1-3/L4") high, without directio nal ar ro w, and equipped with a galvanize d ir on pipe cap and brackets suitable for mo unting upon the vertical o pen end of a standard two and one-half inches(2-1/2") inside diameter ga lvanized ir on pipe in suc h manner as to be clearly readable from either directio n on each inte rsec ting str ee t. • �1