The URL can be used to link to this page

91-124 c .. . ." III :r . . ~ . n -. . 'J.-<- ~f:~ - ~ i S I-st ........... :5 - ... .,. .. - t=la. . - Nfl .. S::.,I' .. -. ! ., f ~th .. <.. - - .~f1" 0-81 . " . '" . . ..-.. . :r f ., - .. . --'1 I' ~ i . - - rl': ! - - ! i i :: g < ., ~ . 1...: -A. I'=~ lB.!! M I crrr OF CAIIPBELt. DEP'l' . OF PUBLIC MOlUtS 70 North Fizwt St. ca.pba11. CA '5001 (401) 1"-2150 PeJ:ait Ho. 9/- /.;{4- , ENc:ROACHMEH'l' ~ (for vork1nq in tb. public rirJllt_f-,.y) X-Ref. file Ianed ~ ZLt.1 Application Date c:2/~ .5/<;/ Puait J.n8 in 12 _. Application ap1na in 6 ~a. APPL%CAT%OH - Application 111 bareby _de tor a PlIb1.1c Worb PenI1t in accordance wltb ca.pbell JlUnicipal COd., s.ction U.04. (ApplicaUon apu.. in 6 ~.!f peait not pu.lJ.~) _ Ut-...UOI:--.\ &.J.e. \tr-\Pfl..€'-^-l.~~~l ~~~<>LC;.Y A. Work addrul or trac=' .\L.) ~G.JO FT '~Ot?~-t 0F- Ut1lity trancb location DfL'-f e_~~ \t-L~ j,~ B. .atun of workl R .?t=3,L.\ C- ~~~rc \ t"""p(~eLJ""""':.::::. C. Attacb five (5) copi.. of a drawinq lIbovinq the location. extent and elbenaicma of tb. work '!'b. drawinq llball lIbov tbe relation of the propoaed work to exiatiDq aurface and anderqroand ilIIIpravUleftts. 1Iben appZ'GYed by the City 1n9in.... ..iel draw1nq ~a a part of tb1II pusit. D. '!'be General eonditiona for all peJ:aits are llllted on the zwvene aide. 1pec:1al Pravllliona tor ~a penlit are 11llted belovo railure to abide by tb_e cancl1Uona and pravlllions _y reault in job lIbut-dovn and/or forfeiture of Faithful PertOZ'Jl&ftce IondI and CUb depoaiu. (S.. General. eondi tiona 1 and 2). I. All application f.. ...t &CCaIIp&JIy tIl1a application. 'l'Jl1a 11 aon-ntmldable. .... of Applicant DAN C..oL L- E; N '1'e1epbonel Q39- -"79 3 'L Addrua S~+-Cl Cia.ra C~. . IS7D O\~ O~\-2!e-v-.,.i (2d,/ S.-Ji 95~1 Ia th1a work beincJ don. by the property owner at tb.ir own ru1clace? --:JU _no ColIpl.ta and attsc:b Worken' coapenaation and contractor Infor.-tion fame. 'ftl. ApplicantlPuw.ittee bareby aCJreU by aff1xin9 tbeir 81qnablra to tb1II-peClit to bold tb. C:ity of ~1l. ita officen, a9enU and ..ploye.. free, ..f. and ar.1... ~ any cl.1a or daand for daaa9- reau1tinv f~ tile work covered by t!U.a penlit. '!'b. Applicant/'.raittee bereby acmovledq.a that tbay baye read and und.ratand both tba frant and back of tb1~J:ait. ~~t tb.y will intDra tbe1r canuactor(l) of tbe 1.nfo~tion. ~.J) ~~ ~" ~'- "2-- 25 - '-1 I Applicant (Peraittee) print/d911 Date NOTES I ALL WRIt SDLL COHPORII wr1'II 'l'BE AftACBED, APPROVED PLUS AIID ALL APPLICABLE CUlPBEU. I'1'AHDARD DRAWDlCB AND COHDl'nOlfS. 'l'BE COICTRAC'l"OR MOI'1' HAVE '1'IIIS PDIII'1' AND Al'l'lWRD PLUS AlII) IIUS'l' !lEft 1II'1'II '1'111!: P... DSPEC'1'OR OK '1'111!: SID Nt LZAST 'l'IIO laYS BD"OU SDRnlIG ~. KO'l'XCZ MOI'1' a GIVD 'fD PUBLIC: WORD Nt LZAST 24 BOURS 8D'OU RZB'1'AR'1'DIG AIrY WOlDt. SP!:CYAL PROVISYOHS ~1. U6. 2. - ~!,. ,. t--lb. _4. V _5. Street IIball not be apen cnrt for UDCIar9ftIUIId 1na1:allatlona. lliniaa c:uta _y be allowed for connect1ona or mqlloretlon bol... SUCb cats Imft be llDeeifically ~aanw.d bY ~. tl'l~.et:Dr . 'ayeaent _y be cat for andervround inatallatiana and .-t be rutorecl in accordance witb tbe ot1lity 'rnncb Rutontion Standu'd IJnvinCJ. Work to be IrtaJtecl by a licen.eel Land Sun-eyor or Civil Zn9in... and two (2) copi.. of tb. c:mt abe.ts aent to tile PlIblic Work Deptartaent before atartinlJ work. 'ftl. boun of work are l1a1ted to outside the baan of 7-9 .... and ,-. p... for any work affectinq a traffic lane. s~~ ^~Q.J.+8"2> R:Jr2- p c::=-r2-t--'ttT <2_(--:1.... 3D IT \ C~ Ct~ ~~~-:."^"L "-1 <~. ~\ - \""2-4- '.-1' ~ :~ geryPr MO. PDKIT APPLICATIOH n:z (150.00) Sloo.OO PUN c:BECX DIPOSI'1' 1500.00 ----- BOND POll FAI'1'BJ't1L PERl'ORIIAIICE ZIT. ) I~ CASB DUOSI'1' (1200.00) . ~t / A PUN c:BECX , IRSPEC'1'IDlf n:z I f\J/A $100.000 - $500.000 " r SSO I ,,--- ~~~/ APPRQVZl) FOR ISSUANCZ C:A:TD,.) (SE'" c::T%Hm SIIE) CONDITIONS OF APPROVAL FOR PERMIT NO. 91-124 ISSUED TO TIlE SANTA CLARA COUNTY TRANSPORTATION AGENCY This permit is issued to allow the permittee to construct public street improvements in accordance with the plans and specifications entitled "County of Santa Clara Transportation Agency, Plans for the Construction of Union Avenue between South Bascom Avenue and 300 feet north of Dry Creek Road." This permit includes the attached "Traffic Notification Plan" approved by the City of Campbell. This permit also includes the attached "Figure 5-11" for typical lane closures. All lane closures within the City of Campbell shall be in accordance with said Figure 5-11. All work within the City of Campbell shall be in accordance with the City of Campbell General Conditions, Standard Construction Provisions and Standard Construction Details for Public Works Construction. All insurance policies shall have an Additional Insured Endorsement, naming the City of Campbell, its officers, agents and employees as additional insureds. The certificate shall clearly state as follows: "The City of Campbell and its respective officers, agents and employees are named as additional insureds from and against any claims, loss liability, cost or expense arising out of or in any way connected with the construction of the project. This coverage shall be primary and any coverage carried by additional insured shall be excess insurance only." This permit is issued subject to that the County of Santa Clara shall provide five (5) sets of signed, approved plans and specifications to the City of Campbell prior to start of construction. ~124 (permits) LEGEND 1(1)1) z. ~ See /9~vE X..-z..-. CAMPBELL AVENUE x Plc.o. -:.c. tJT~ TO ~ICAr;;c. <- "T'f r.>e. I') 0 N .1\\ 6-0 I ..,.J I "5.L ~ Fen.. Vle<-:ll~"'~,jl U; F'\" tv o..~ CI\J' ~\"".~~I.:I""~ \.IN'. ~~ . "S\ '='''-.\ "T(;) \'='~-€ It"'/..~.4/1 ~X C::Cu..\~\ SIl')'E 01= Cb..,.~ hJe P [eo. "'.Ii:. CJ.-~d", -to e.'/J~. u~d~\~~ x g x Union Avenue >- YoI U Z .... (.J u ~ Bascom Avenue USE CONSTRUCTION MAY - AUGUST x --z.- 'LOCAL TRAFAC ONLY' ON BARRICADE CURTNER AVENUE TRAFFIC NOTIFICA TIO N ~ NO SCALE PLAN ~,~ej.~~ \>.ol~T ",0 ~_\'-.,t \'r q \ - lL,4- ,. 5-50 1.1989 . TRAFFIC CONTROLS Traffic Manual Figure 5 - 11 TYPICAL LANE CLOSURE WITH REVERSIBLE CONTROL TRAFFIC CONTROL SYSTEM FOR MULTILANE CONVENTIONAL HIGHWAYS >- ..Ja' .!:.2r!It.!! . '.!Ie . . O.gg' E~ o _ a.:: 0)(- a:",u:: u ~g;ll! M Gl 0 . It "'"3 . :;~ 0::2 Zolt a..ijF 0)( 0 0 C It OJ:'" . .a~U::c- o J:J: :;; 0- U. .., ",J: _0 o aw- . !<(ip u C ., e C - OIciE- !2;:,=g .. aO U~ 01 5:E.S!.a;; ce"ii= '" -... ~~ c= -"",- 81 ::i~"" U.MCIII ~a~:;i OIJ: C III I :;:I! U.UIlI,... ft;.2; .- ~ ~tr I GG <-~M ..~",.g::E 1 . ; -0. . fti'Q.; .! a ;0 a:c.u G _ >--: o ~ 0 01 ~ ... OI~_ OIglllftio aG!C1 a0-T u:;; : OjGO g'J:E~= . I ci U . >::1 ~c.~ J ",:OCG ;: c:n"-.. J c- Gla:",= .:E~.g,o O:-~a 0.2 "<CC gc~cs ..JOJ:J: 0.1- ug..._ I 0. ::IUo_ I ~1lI .!!...ti", ~OO"-;Js w":'oiE J 0_ ... 0 a Gl ",Ee.!lec z 0 Gl e ~- ~=eg; ftlca.,-o <oc_ <B> a'" -eJ:O- :-,~a.!! II :.. l---. I J:.!! _a.~G .-:t:tt; E-= ,ga:.5.a .2 a..2 ~ ~ .' .. -':':.Q -. o as ...- -c 0.0 - >- ~o" 1<; iii 0- _:2:- .. n E :t .:; J:.5 .u... ~,.,e~.5.!! ~ " t C C "'E ::I,., .. - I! .S! au ~t:~r! "'e-o,.,e a E OJ'- a. caaE::.!!c u'-'" ... I c. ~~&.~ c",....oo IlI.5CII Q. .!.a <a;~"CU a:;E.!!:;; .l . c c:i .- ... ... 01 .- .- ... u 0 E iii ij ~ :t - , CD,., 'c'" . ,., . a II II .= ... II a.CIO II OCll ~= .5 e .c... u.. -Vi.; c =! 0 '0 ... .. Gl ...::1 . . ::I 0 ;:::1 a3 < .J: o II 0.1 ... III a I!!::: III J: 0 - 0 ~t '0 C 01 .g -...> .!Ie 0.S! CJ: c 0 .S! C ... ::20 0>- C ..g 0 ",U 1101 II . U ::s GJ U :E 01 o II <. C1" 0 ~ G- o -.g WE "0" -J: Ole Cl C C I!! . CI u "'01 01 ca ... Xc : ~ -; . .5 c- C.c. GJ en 0 i5 u:: u:: ~ai -c 0- ...J U 0I.c < 01_ _c::: ,., E ... fiG al clll Z..M Z-oE II .a.2 III.!! .... 00 a 000.1= III =.. t -~- .- a f30<5 t3~'fu ::2 110 I ..... <5 o C . >-G Co - C1'" <Z -011 ., , => 0.- t . f' C ~C;;~ :Jwo :Jc~- C a ca II u>- I 0101 C II 01 ~ - a:Xa a:--e -c ...- cGi ----------"" C ... '- ... "'<en ...,.,00. III f! Gl CIl a to' ~ 0 11- ~ fti >. 01= U en _ en~",.. -a .. '" u C .50.!! Za . Z::ICa : 0 ..5:= ~ .5 . en . O<M o Gll:' -c IIJ: -)( .-------- a. E of! uo'" u.8~~ ~ 0 .g~ 1:e ')0 ( 0 E ~] '- a:U CIl.!le =a \ Z 0 ~w~ a i;'= ca ~u as > 0. 010. I u aijO Z E= c. :=~ J:- C ca - ! fl!! \ u g.5-g oz- w . as:E -.g 11I0 UII \ I ca 0:<- CIl II o }! Ii ~ ", asE- : ..J 0 =.!!g::: 01. II;: ",.g > ::2 '" C.a g !! 0.,., N " C 'i=.5 ...w::l M.~= ~ E= "'- ~ ... ... Z II 00.0... ~= ::s . ., =-;E uo= eO= ca as II 0 . ! } C ~~ =ioi J:.c. I ! L ,! '" <.g-= <: .5 < a..!! ~ ..... ~1I I ii. .,; ..; cO ,...:. cxi ai i . A- 0 ! .. r II A = l!!i5elllG;o.ec a c . - '" ... .g- a,O...EiD 1 ftlc:ca_4)"'5_G .. ""C::2M . . e o CEO" E >-41 .)( ;l ~ .5 .)( eu.cll_aCu . CIl ~ - ~ G ~.: Eo., as 0.. E.2 . a _ C - ., u CD 0. 0_ CD _fi ., J: J:uc<GE ...III::!EM -C~a." :a- Cc II. l c OIa 4IJ: Glo 41 .2 !a ellCIlIO -> .gu_o .g i 41 !;'ii .- .g ~ 'ii ; c .. Gl ",!o_ ij =e MjQ ! . oJ "> J:eg.2eo.>-g~ i", ca 1lI)(J: I ~<B>1I II ~ao ::2.!!"'eo. o C J: a..,: .. ,., -as III g.,., 0 III Ii "E!,.,U1J:. ., I!! CIl .! >-a GlO-EO'- CIl II M C 1 :(:; ii.",ONuC .gJ: III 01 c5UGC) II "3 0. C 0.= - 0 C - .,.5 .2"i g-.g OJ .:J ='5,.,UuC . 0" .,.,::2::141aJ:O ", u CIl..~'ig' . ! O~;Gut.E~;c: II . . 110. 01 1;' J: J: .- I IrL--0a W ", CO .gJ:S'ii-J 0.11I o5~:=IIIE "3 :- ClcC~O CIl- ..~C",::20C~J: J:CIl CJ: CllS b 0 :;OI'.2'J u 4ICG3.8UOCll" U.!! ~:E~f/IG .. t ., ooEo-lIIf!t::'" .0 i z C "'U~.cC'EGlo'E eo oi ogE::3g l~' I J 0'. .g C ~ 5- ., ~ ca a.~ ~ o.M '" U ",uca, - .! :;; ..J 0.- e Ceo >e ~~; .......y .,. e '6 asCGGII-g... C III 1lI 1lI as .. ,., ~ a.~.:a!So~S >::IJ:.c.ca::l C en !~ C ", E 0._ ... E s: U 0 W en eft .!! :J en -.- U) IIUca ca-EJ:II'- u ac,-CIl c,., I W I- :EEonloGGlUa J:",€ _ .5 ... o..c. .5 ,., "'4I=~u=Ee= := a.::I =iE...E<5E .! Q. 0 0 en u:: z ~ .... ri Section 111 - 6~C!..k\r--t6--Y" \0 {Y-t'O- tv\. rT ct l- \l...4 Page 2A .~.. . .~ .... . "- , ~~. ~ (,,:-::-: 'J r CITY OF CAMPBELL 70 NORTH FIRST STREET C AMP BEL L, C A L I FOR N I A 9 5 0 0 8 (408) 866-2100 FAX # (408) 379-2572 Department: Public Works I WIMBH\ ,"'-r';~_Ol'I~"+J \ HEL~S-i ~:~~ T~._t--~ ~; \ .~\SC^RD \ I ~UeER-"" ....rL~~ T PENOYER l. ......___.~.. ' ~ L._---..-- t<: d ~ ~ ~r-l. c..-.Jc ~ ~ - February 27, 1991 Mr. Dan Collen Associate Civil Engineer Santa Clara County Transportation 1570 Old Oakland Road San Jose, CA 95131 Agency SUBJECT: UNION AVENUE PROJECT, CITY ENCROACHMENT PERMIT 91-124 Dear Mr. Collen: We are enclosing two copies of City's Encroachment Permit #91-124 for your use. Please note the attached conditions. Please let me know if you have any questions or comments. Very truly yours, Cruz S. Gomez Project Manager CSG:tl Enclosures cc: Gary Kruger, Traffic Engineer Mike Degroot, Maintenance Division Manager f:91-l24 To: .bary Kruger, Traffic Section, Mike DeGroot ,.~'~ 0\ C4",~&t' * . 0".,.. " , "" ". ,. * y q ;.' '" ~ &~/l \\u'l: C '^' CITY OF CAMPBELL MEMOrANDUM I Date: May 6, 1991 From: Cruz S. Gomez ~~ Subject: SCCTA, PLANS, SPECIFICATIONS FOR UNION AVE. IMPROVEMENTS, BASCOM AVE. TO NORTH OF DRY CREEK ROAD, ENCROACHMENT PERMIT #91-124 ---------------------------------------------------------- Enclosed is a complete copy of plans, sp.ecifications and City permit for this County project, partly with~~~ City. The County has scheduled a preconstruction conference for 10:00 a.m., Thursday, May 9, 1991. Frank Robles and I will be attending that meeting. Please review the plans, specifications and let me know if you have any comments that we can take to the meeting. I will be asking the County and/or contractor to keep the City informed of the contract schedule and responsible parties to be contacted. G:::i;..;:,,~,T ;' ,> '" .,,"r' '.'..-.....-. ......... ....'.- '. '.. ;. '.. !...-~_.... .,.i...~ r:~:H<~~ ....r~.....h. CSG:sd Encl. c.~--:.~\~ t2-o~~ C-c;::. ~~\.C- f:SCCTA (permits) ~ t..J ~""">-,-DA -, An Agency of the County of Santa Clara P.O. Box 4009, Milpitas, CA 95035-2009 April 29, 1991 Granite Construction Company P. O. Box 900 Watsonville, California 95077 REC;IVii~ [iiAY ():: i::;:3l P-ublic WorbjEnginoering Attention: Dave Donnally Subject: Construction of Union Avenue Between South Bascom Avenue and 300. North of Dry Creek Road, Contract No. 91-5 Gentlemen: The Construction Operations section of Design & Construction Division, County of Santa Clara, Transportation Agency, will hold a Preconstruction Meeting at 10:00 am on Thursday, May 9, 1991 in Conference Room at 1570 Old Oakland Road, Suite 101 San Jose, C a I i for n i a. Your attendance at this conference is required. You are also urged to invite any subcontractor(s) you may wish to attend this meeting. A copy of this letter is being sent to all public utilities companies and other jurisdictions involved in this contract so that they may also be in attendance. The entire project will be discussed, and any conflicts with utilities, traffic or other problems can be discussed at that time. If you have any questions, call this office at (408) 299-2591. Sincerely;? .. .-~// /- ~~~../ F.~ // J/D. M~i / Manager of Construction Design and Construction JDM:SRT: tns cc: See Attached Distribution List , Board of Supervisors: Susanne Wilson. Zoe Lofgren. Ron Gonzales. flod Diridon. Dianne McKenna ~ Granite Construction Co. -2- April 29, 1991 Distribution List Jennay Harrison, Asst. Civil Eng., city of San Jose Public Works/Transportation City Hall -- Health Bldg. Tracy Harizal, PG&E planning/Reconstruction 10900 North Blaney Avenue, Cupertino, CA 95014 City of Campbell, Dept. of Public Works 70 N. First Street, Campbell, CA 95008 Attn: Permit Inspection, Permit No. 91-124 Preston R. Nichols, Senior Civil Engineer West valley Sanitation District 100 East sunnyoaks Avenue, Campbell, CA 95008 San Jose Water Co., 374 W. Santa Clara st., San Jose, CA 95113 Attn: Susan Huggins Pam Druid, Pacific Bell, 1531 parkmoor Avenue, San Jose, CA 95128 Bobbie Brehm, Pacific Bell, 145 So. Montgomery st., Rm 119 San Jose, CA 95110 WLK RLR JV ATF DAC JL . JDM JAJ PDS GWS SRT CMP MPD e Santa Clara County Transportation Agency An Agency of the County of Santa Clara 1570 Old Oakland Road, San Jose, CA 95131 February 13, 1991 RECEIVw [=- n.)~ J< .1 'I \~ U] lo_ Ln. ...J...J. Mr. Frank Robles Engineering Technician I City of Campbell 70 North First Street Campbell, CA 95008 P-ublic Works/Engineering Subject: Union Avenue Project Campbell Encroachment Permit Dear Mr. Robles: As a follow up to my previous letter of January 4, I am requesting Campbell issue an encroachment permit for placement of signs and traffic control as required to implement the subject improvements. Attached are the "Traffic Notification Plan" and the traffic control plan per Caltrans Traffic Manual Figure 5-11. Note that per the project specifications (previously routed), two lanes of traffic are to be maintained at all non-construction times. I hope all of your concerns have now been addressed. If there are any questions, or if additional clarification is required, please call me at 299-7932. (S:C-~ DAN COLLEN Associate Civil Engineer 437'/328 DEC/lr [640] Board of Supervisors: Michael M. Honda, Zoe Lofgren, Ron Gonzales, Rod Diridon, Dianne McKenna ~ G Santa Clara County Transportation Agency An Agency of the County of Santa Clara 1570 Old Oakland Road, San Jose, CA 95131 January 4, 1991 IECEIVED JAN 0 ,1 1991 Mr. Frank Robles Engineering Technician I City of Campbell 70 North First Street Campbell, CA 95008 Public: WorblEnginoering v-- ~ Subject: Union Avenue Project Campbell Encroachment Permit Dear Mr. Robles: Per the December 31, 1990, letter from Mr. Bill Helms (copy attached), and per our phone conversation, I am submitting two sets of the project specifications and the plan sheet relevant to detour/construction signing. Your review for issuance of an encroachment permit is requested. We have not revised the working hours for the following reasons: Almost no work is to take place in Campbell's jurisdiction. Unless prohibited by noise ordinance, we would like to let the Contractor work economically efficient daily hours. The detour will reduce traffic to residents only. If work hours in Campbell's jurisdiction is a concern you certainly may make appropriate conditions in the encroachment permit. Your timely review is appreciated. If you have any questions, please call me at 299-7932. CS::c..~ Dan Collen Associate Civil Engineer DEC/og [534] Board of Supervisors: Susanne Wilson, Zoe Lofgren, Ron Gonzales, Rod Diridon, Dianne McKenna S) CITY OF CAMPBELL 70 NORTH FIRST STREET C AMP 8 ELL, C A L I FOR N I A 9 5 0 0 8 (408) 866-2100 FAX # (408) 379-2572 Department: Public Works I.CI'VED JAN 04 IS:;1 P""'ie Worb/E . I1CJlnoer;ng December 31, 1990 Mr. Lou Montini Assistant Director Santa Clara County Transportation Agency 1570 Old Oakland Road San Jose, CA 95131 SUBJECT: UNION AVENUE IMPROVEMENTS PROJECT PLANS & SPECIFICATIONS Dear Lou: We have reviewed the project plans and specifications forwarded by your agency. It is requested that the following changes be made: 1. Work hours be limited to 8:30 a.m. to 4:30 p.m. 2. Revise striping to facilitate southbound left turns from Union Avenue to Dry Creek Road. In addition, an encroachment permit should be obtained from the City of Campbell for detour/construction signing. Campbell comments have been delayed pending resolution of a storm drainage issue with the City of San Jose that could have impacted the project area. Discussions with San Jose staffers Rajeev Batra and Gan Lee, and County staffers Rollo Parsons and Dan Collen have determined that the Union Avenue storm drain capacity problem can most likely be resolved in a manner that will not require construction within the limits of this project. Based on that determination, Campbell supports construction of the County project to improve Union Avenue at the earliest possible date. Ve~ truly yours, ;~/ - \~ Bi ].. M. Helms E ineering Manager BMH: sd f: union- impvt r """ RIC.IVil) SPECIAL JAN 04 1991 2ublic Woral Engineering PROVISIONS FOR THE CONSTRUCTION OF UNION AVENUE BETWEEN SO. BASCOM AVENUE & 300 FEET NORTH OF DR Y CREEK ROAD Of SA-V)- ^~,'" 0 ~ r' :> > o ~ o b O~ ,~ ~ (/FO~~ Transportation Agency crs ~ l \....J NOT ICE (' DISADVANTAGED BUSINESS ENTERPRISE POLICY The County of Santa Clara and the Santa Clara County Transit District Policy on Utilization of Disadvantaged Business Enterprise~ (DBEs), requires that the DBEs be provided the maximum practicable opportunity to compete for all contracts for construction, services, and equipment issued by the County. In keeping with this Policy, construction contractors must affirmatively assure that their subcontracting requirements are made known to qualified contractors who are certified under the definition of small and disadvantaged businesses and that such contractors are provided the maximum practicable opportunity to participate in the project as subcontractors. DBE participation goal has been established for this project for DBE participation. The contract goal is stated in the Notice to Bidders. The Disadvantaged Business Enterprise requirements are specified in Section 102. A BIDDER YHO FAILS TO ACHIEVE THE SPECIFIED CONTRACT GOAL AND FAILS TO DEMONSTRATE SUFFICIENT GOOD-FAITH EFFORTS TO MEET THE GOAL SHALL NOT BE DEEMED "RESPONSIVE" AND, THEREFORE, INELIGIBLE FOR AYARD OF THE CONTRACT. Prospective bidders are encouraged to attend the Pre-Bid Opening Conference detailed in the Notice to Bidders, in which requirements regarding DBE participation will be discussed. Bidders are also encouraged to call the Transporta~ion Agency Affirmative Action Office for assistance in DBE participation at (408) 299-2884 and the DBE construction project "Hotline" at (408) 299-2150.. PROJECT ENGINEER A bidder may discuss these Contract Documents with the County of Santa Clara or the Santa Clara County Transit District. The Project Engineer for this project is 0 Collen and can be contacted at (408) '2.99 -"l9?2 . Such discussions do not relieve bidders from the responsibility of submitting written, documented requegts required in Section 2 "Bid Requirements and Conditions~' of the County of Santa Clara Transportation Agency Standard Specifications. Rev. 2/3/88 ( ~ ., , c-..' SPECIAL PROVISIONS FOR THE CONSTF2uCT\ON OF UN'ON AVENUE BeTweEN So. BASCotv'\ A\lE:N ue & '300 FEET NoC2T\4 OF O&:<'( CI2&c~ 120A 0 COUNTY OF SANTA CLARA CONTRACT ADMINISTRATION TRANSPORTATION AGENCY .' " . . SECTION 100 - NOTICE TO BIDDERS ( Notice is hereby given that sealed bids will be received by the Clerk of the Board of Supervisors of the County of- Santa Clara, State of California in the Office of the Clerk of the Board of Supervisors, County Government Center, 10th Floor, East Ving, 70 Vest Hedding Street, San Jose, California 95110, up to 2:00 p.m. o'clock for the c..o~Sty",,-tiOh of U'" ion AVCl.lI'\L4e b.e.-I-we.e.... s.. 8;lSGDY\'\ Ave\'\u e ~ ~oo ~e.,," "-I"+h..(? Ur.,Y Cl"eLk ~__d, at which time bids will be publicly opened and read at the time and place as stated above, by the Clerk of the Board of Supervisors. The work consistsof rec..o~~+n~c..ti""9 ~d .....eo;'''''-I''f~c\'''j w~\-k.;..... tk p....oj~c.t- 'ih1.i~c;, ';ldd;f'\,.~ c..","-"b ~CI j c...it~V" ~-=' poLY Sec:.:~",o'" 1\0 ~et <;ec..tlo,,", III of +-h-e.,e c;.rec;..i~' U~io"'" A~",~ S;~4....I'~I"J , f'r"ovi"i i~ ~.. ( Vage Rates Yorkers employed in the work must be paid at the rates at least equal to the prevailing wage rates last adopted by the Director of the California Department of Industrial Relations, which rates are filed in the Office of the Clerk of the Board of Supervisors-, incorporated herein by reference, and copies of which are available to any interested parties on request. Pursuant to Section 1770 of the Labor Code, the County of Santa Clara has ascertained the general prevailing wage rates in the County in which the work is to be done as set forth in Sec~ion 109 of these Special Provisions. ~.~ AA/EEO The County of Santa Clara and the Santa Clara County Transit District are an Equal Employment Opportunity employer. Contractors shall comply with the Equal Employment Opportunity/Affirmative Action requirements as. set forth in the Special Provisions. DBE The Santa Clara County and the Transit District Board of Supervisors have adopted a comprehensive Policy on Utilization of Disadvantaged Business Enterprises (DBEs). This Policy requires that disadvantaged firms, as defined under 49 CFR 23 be provided the maximum practicable opportunity to participate in all contracts for construction, services, and purchase of supplies and equipment issued by Santa Clara County and the County Transit District. This project has a DBE contract goal of Disadvantaged Business Enterprises. percent participation by /" ( ..... Section 100, Page 1 Substitution of Securities ( ~ In accordance with Government Code Section 4590, the Contractor may substitute securities for any money withheld under Section 9.07 "Progress Payments" of the County Standard Specifications. At Contractor's request and expense, securities equivalent to the amount withheld shall be deposited with the Owner, or with a state or federally chartered bank as the escrow agent, who shall pay such moneys to the Contractor. Upon satisfactory completion of the contract, the securities shall be returned to the Contractor. Vater Use Restrictions Ordinances currently in force in this area prohibit the use, for construction pruposes, of potable water from regular water supply sQurces. It is also the policy of Santa Clara County Transportation Agency that nonpotable, reclaimed water shall be used for its construction projects, including this project. The attention of bidders is directed to Special Provision, Section 111 for further information. Bidders should also note the conditions under which water sources other than the source identified in Section 111 may be used. Bid Submittal Executed Payment Bond, Performance Bond, Agreement and Certificate of Insurance are required to be filed and approved by the Board of Supervisors prior to the issuance of the Notice to Proceed. The Payment Bond and Performance Bond shall both be for 100% of the value of the Total Bid Price. Each bid must be accompanied by cash, a certified or cashier's check, or a bidder's bond in the su~ of not less than 10% of the total aggregate of the bid, and the checks or bond shall be made payable to the order of the County of Santa Clara. All bids must be addressed "to the Chairperson of the County of Santa Clara/Santa Clara County-Transit District, and shall bear the title or name of the work to be constructed. All bids shall be submitted on the forms furnished herewith or copies thereof. A report of the names of all bidders and the amounts of each will be made by the Clerk of the Board of Supervisors at a regular meeting of the Board of Supervisors. The date of the regular meeting will be announced at the bid opening. This contract is subject to approval by the Santa Clara County Transit District Board of Supervisors prior to award. The Board of Supervisors of the Santa Clara County Transit District reserves the right to reject any and all bids or to waive any errors or discrepancies. Section 100, Page 2 (/ Time of Completion The time limit for the completion of work is G;() ~alcn~ar/working days commencing on the 20th day following Notice of Award by the County of Santa Clara. The scope of. work, completion time, and the amount of liquidated damages are set forth in Special Provisions Section 104. Plans Project plans and bidding documents may be acquired at Room 204, Building 2, 1555 Berger Drive (County Service Center), San Jose, California 95112, upon payment of ~~C; per set a~ a deposit. If these documents are returned in good condition within ten (10) days after the date set for the opening of bids, the full amount of the deposit will be returned. In the case where the planholder submits a bid to the Clerk of the Board of Supervisors, the full amount of the deposit will be returned if the project plans are returned in good condition within ten (10) days after the date set for the opening of bids. Pre-Bid Opening Conference A Pre-Bid Opening Conference will be held on at in conference room number of the Santa Clara County Transportation Agency, 1555 Berger Drive, Building #2, San Jose, California 95112. Representatives of the Transportation Agency will be. present to discuss: ( Requirements regarding the participation of disadvantaged businesses, Affirmative Action/Equal Employment Opportunity Requirements, and Coordination of work to be per~ormed. This meeting is to inform bidders and potential subcontractors of subcontracting and material supply opportunities. Bidders attendance at this meeting may be one consideration of the reasonable good-faith efforts, set forth in Section 102-1.05 Award of Contract, made to obtain small business participation goals. Bidders should have fully inspected the project site in all particulars and become thoroughly familiar with the terms and conditions of the Contract Documents and local conditions affecting the performance and costs of the work prior to this conference. By order of the County of Santa Clara, State of California, on DONALD M. RAINS Clerk of the Board of Supervisors ( Section 100, Page 3 SECTION 110 - DESCRIPTION OF VORK In general the project is to reconstruct and resurface Union Avenue within the project limits, adding curb and gutter and sidewalk. Existing road facilities are to be removed, abandoned, or relocated; clearing and grubbing and earthwork are to be performed, including removal of portions of the existing Union Avenue; manholes, drainage inlets, and storm sewer pipelines are to be installed; electroliers are to be modified, relocated, and installed; curb and gutter and sidewalk are to be constructed and existing driveways are to be reconstructed; portions of the existing Union Avenue pavement are to be ground; inductive loop detectors are to be installed; asphalt concrete is to be placed as pavement resurfacing and as a full depth roadway structural section; manholes, monument boxes, and water valves are to be adjusted to grade; pavement markers are to be placed; and other such items or details not mentioned above that are required by the plans, County Standard Specifications, or these special provisions shall be performed, constructed, or installed. / [414]lr Section 110, Pagel SECTION 111 CONSTRUCTION DETAILS 111.01 Order of York 111.02 111.03 Attention is directed to County Standard Specifications Section 8.04 "Progress Schedule." Inductive loop detectors shall be cut and placed immediately following pavement grinding and before pavement resurfacing~ Construction Staking Construction staking shall conform to the provisions of Section 5.08 "Lines and Grades" of the County Standard Specifications. Utili ties Attention is directed to Sections 8.10 "Utility and Other Facili ties" of the County Standard Specifications and these special provisions. The Contractor is cautioned to contact the following utility companies (48 hours in advance) to verify the location of their facilities to prevent damage: Area Code 408 City of Campbell, Public Yorks City of San Jose, Public Vorks San Jose Vater Vorks Gill Cable TV Santa Clara Valley Vater District Pacific Gas & Electric 866-2150 277-5161 279-7803 or 4 998-7333 265-2600 253-2010 (x45) Area Code 800 Underground Service Alert Pacific Bell 642-2444 642-2444 Extra care shall be taken with work around or over the existing major communication conduit located along the east side of the alignment and less than one foot below subgrade in some locations. Contractor shall coordinate with Pac Bell engineering (contact Pam Erick, (408) 491-1924) to provide protection for these facilities. Utility service laterals will be relocated as required. Contractor shall coordinate with the utility owners. Contractor shall include adequate time in the construction schedule for utility coordination and protection or relocation. Section 111 - Page 1 111.03A Underground Storage Tanks Upon discovering or unearthing any underground storage tank, the person making such discovery shall immediately notify the Engineer who shall notify the Agency Environmental Engineer and representatives of the County Health Department, in accordance with California Administrative Code, Title 23, Chapter 3, Subchapter 16, Article 7; Environmental Protection Agency Regulations 40 CFR Part 280.71 and with the Santa Clara County Hazardous Materials Storage Ordinance, Section N11-303.04. 111. 04 Maintaining Traffic & Community Relations Attention is directed to County Standard Specifications Section 7.22 "Public Convenience and Public Safety", Section 7.23 "Lane Closure", Section 7.24 "Portable Delineators", Section 7.36 "Yeight Limitations", and Section 4.09 "Detours". Construction operations shall not begin before 8 AM and shall cease by 4:30 PM. A Detour Plan is attached. Provision of this plan does not relieve the Contractor from his responsibility under County Standard Specification Section 7. 22B "Public Safety." All construction area traffic control devices shall at minimum conform to the standards of the State of California (Caltrans) Manual of Traffic Controls. A minimum width of traveled way of twenty (20) feet shall be open for use by local Union Avenue traffic on Saturdays, Sundays, and designated legal holidays, and when construction operations are not actively in progress on working days. The designated legal holidays are: January 1st, the third Monday in January, the third Monday in February, the last Monday in May, July 4th; the first Monday in September, the second Monday in October, the fourth Thursday in November (Thanksgiving Day) and the following Friday, and December 25th. Yhen a designated legal holiday falls on a Saturday, the preceding Friday shall be designated a legal holiday. Vhen a designated legal holiday falls on a Sunday, the following Monday shall be designated a legal holiday. On working days the traveled way may be reduced to a single lane twelve feet (12') in width with appropriate traffic control -- see the attached copy of Figure 5-11. Construction Operations shall be organized so as to maintain a reasonably smooth and even surface suitable for local traffic, and shall minimize grade differences between northbound and southbound travled ways during times other than when construction is in progress. Yhere necessary, grade differences shall be delineated and ramped for crossing movements. Section 111 - Page 2 5-50 7-1989 TRAFFIC CONTROLS Figure 5 - 11 TYPICAL LANE CLOSURE WITH REVERSIBLE CONTROL TRAFFIC CONTROL SYSTEM FOR MULTILANE CONVENTIONAL HIGHWAYS on B!I~---r ~ ~~ ! ~ 0--~ <B>~ . :00'---' u ...-- :: M .----------, m'I' . ii !i i; -- , .. i !~! - =: --.... u - ~ ! I 1 I ~ ; I .I I I I I _1:1 ;11 t !l~ . , , , .~ \ \ \ \ ~ .. [ . ~ '" I I i ! J 1 . l! ~ ! . .JL t . . ; ~i :; l . - a "C .. c: 0 ~CCl Gl 0> g -oJ en 0 ___e CI Iii o en o % 1 ~ ! 1 ~Il I ~ . - ~ I{! II Ii '-'-~Il 1 l '{/ . I ! I t 1"--01 I L:: eL___. n A ~ ;;:;:l B-: ...:11: I: ! .-. Iii c .2 ii. Q. c .. 0 0> ~ E in E ~ ~ ~ '0 :{ C 0> .2 c ~ u :E a l!! = ~ Ci u: u: t -~ - .- ,... on " Iii b z ...J < (3 W Q. en >- III . E~ III 1II CI:l C III 0- Oc CDO C;; ::;:~ ~o. Co ~:; .0 ~o o- N- 0. ~aI 0_ ~- .." .&:~ -Ill -C 0- .&:.E a, CD CCI .!!..c to CI o C 0> C >- C III 0. E o o o aI " C III 1II. C CIl 1i .. III II ;: - . eii= .&:.. lIIll lII.&: ~ii ~~ o - - .&:IlI OI.&: CCII ..III o C . - 0>" ~-;;~ .J&i ~ en:S u .sO.!! E 'f! ; ~ .. t)caO g.s~ CIIE- >:llll i=C =-;e <..c.:! .,; ..J CD . O..c~ a:"u: ...:; . %Olll 0.&:" . Ollle~ ~;::-" .!21 LLMCCII LLOas,... <(-~M a:casO ... O>~- : iiiClO as >:l ,,: 'eCl CIa: "0 = lII<(Cc ::l0 0- !!...ti" "04141 ~=H~~ ....a..!e ~a:.s..c 0.0 - >- CIlLL CIl CIl c "E 1!!::~f :r:~ &.~ c:i - c!:B2!:l.2 8 oi~";: >- 01 II Fe CDCSCU.... .c~_CIl_ .&:LL.50 :2 0> ci E Iii 5:E.2.:!:l '&:CDCI=C lIIEiill': ":l"O..c=" CD - >-= . ggal~~ Cll.&:ECII_ ;: 0)""'- -41.&:0 CD .&: :l 0> o 41-"" .li;5g.;:9 > Clllt) "0 El!!.:.::c alCIlCD"O -2!.e~;; as_~...o g It.2 ~ ~ _ . ;:I=:.... - ii"Of!lII.5!! "l!!-g"Oe ca4)E;~c C"CIlSOO <'ii~lIICO CD "0 -CD Olll ..:l 011 . .c 0>- <(CIl WE :I:c <( 01_ %iiiM 0_ II i=oo 0<(% ::lWIl a::I:C1 "'<(CI) en ~ %0 . O<M OON a:o ~w~ 0%- a:<- -..JO ;"W:l _%11 00= ...,. C "'-- .n ..: Section 111 - Page 2A .... .... o.g,~ :l Clliiioi C lIICD:l 0 Cll.&:O N ....> .:.:: g,~~ (; 'iiOlll 3: : 1!-; . .5 _c~ So2g j:::l':'::_ u.!!~g ::lc:t- a:--e ","000. en~".. S:l~~ u Jl ~ ~. o ~:: '" %E=c ~ o~5 M~.g"i o e-g-!! < o.!! J! E ~ III C o ;; CIl ~ "0 ! '5 0" l!! " :; o o III C .g 'ti C o o "0 'ii u: !..!.fCllGio.ec aI"gCll_Il:;_1l o cEO" E !U.&:CD..IlCII 0lJ (;Eo "'0. .&: ~:E 41 C .:'l 0lJ E -C~D.III :0- ",CD eCDCCllO '" e'- ,- S! '" - - . OlJIlCD w-iijllC .eEcoeo.>"CIl 3:llc-:lfit'" CIl1i "~"'Clflt:E E >-CD<;1l0-CDOlJ.!! 1i"O o.CD !:! u c E.c ;: o.C - -oc CIl::l +='fi"uClc ."0 :l :l Il.cCD .&: 0 ,..*le ".,c "c o c. '" II .e iij _"0 :t c.g_..c O>c~:; 0 1II'ti;:250C,g.e OlJCE:l,cuolllflt 00 o-lIIft:. "0 o.2-,ccl! II ol! c ~:l ., II CIl 0.;: CII .!! C go .! ii -g .. II -g o.e..~l!!So~~ III CD O')_::J cn....c.- CII C - CII "0 :EEOS!OGlCDClOlJ "'Gl=Cllu;:EE;: en w b z cO GlC .c- ~G E~ .,u c C 0> CD 'iii; t"O o C -'" !lII ",01 1II.5 "00 :\3- 0.1II CII_ .eCD o.! ClIo eOlli o.M III 0._ f '" '" aI l!!"O C 41 41 aI .&:g~ ;: Ci. ::l N Traffic Manual " .~.. .' ..- . - '':':: o~o M'S~ ~OCl . .&:.&: o 01'" . ~::s=5 celii= 0I.c c S _-0U) cn~a~ : i=o~ OCll!!O> ~cca~ o:.-~'" ..Jo.&:,c og...- w,;"lIiE z. 41 e <(oc_ :-'~~.! .. ...~~ Cll.._ 0_0" 8E3:> :l" III GlECI- 0-"0 aI ",.s C l!! D;E'!as N ... -0 CD III :l III . CCD tIlO> -c CII e 1II 0 41 -c :u 0 CII.:.:: _0 ~~ O>lII C.c e= as ~-;; -gill =l!! ;:~ 0.2 "00 CD- -.&: Cllo> .5c E.. 3.2 =lII >-41 => CIl Gl CCI .. - 41 CII co! -;:E .c:t =Gl ~~ ClIO CIIGl 41;: gl!! o.&: -- <'i cO II CD Jg-5 ii:i E~ ~g' o>e c.&: 0- Cia; fit.! ~g 0... 0>- c'ii ::Oi :tE 'G)( ..c2 0. 0>0. C.aI Ulll as.c g.~ ::l ~,g "'1II oi .-G " 1 ,..: .. ..... 11) .... Coo~ECo ~~C:lM .)< II ~ .E .>< .. IID_C" eo o.fIt-E~ ~lIIlII CD.&: Gl. CD .co-- .c CIl",O_ =e",Mj; CII aI><.e .e ~ III: fit lIIas"OIll III 41 M C C;: CD CD 01 tIl'- o...c- _:tCII fit CII III ~ ~ g' 0> i;' .&: .&: .- .S~:r:fltE C .&: c as lii 0> '.!2I ~ :t:E~CIICD IlgE~g U "OCII. CEO >E S!:l.cOlJ"O::I "OEo.;:~E ~ c E.&: 41 'c _ .- It) o..c .- <l:E~EoE ( .. .', .:..~ ... .h~." ..~..' ..; PRUNEY A~D CAMPBELL AVENUE >- UJ U ~ t u . ~--- CURTNER A VENUE .... x DETOUR ROUTE 'ROAD CLOSED' ON BARRICADE C5 'DETOUR' ---- t DETOUR PLAN NO SCALE Section 111 - Page 28 111. 05 111.6 111.6A 111. 6B Attention is directed to County Standard Specifications Section 7.27 "Contractor's Responsiblity for the York and Materials", which states in part: "...Contractor ...shall bear the risk of ...damage...by the action of the elements...Contractor shall rebuild, repair, restore, and make good all ...damages... Contractor shall provide suitable drainage... to protect the work or materials from damage." Attention is directed to County Standard Specification Section 8.04 "Progress Schedule." Said schedule shall include a traffic control plan for maintaining access for property owners adjacent to the project right-of-way. Said plan shall include provisions for verbal and paper copy notification of adjacent residents for the following activities: Begin project date and project schedule 48-hour notification of driveway closures with duration of closures (preferably reopened same day) and flexibility for special resident access requirements. The lump sum contract amount for traffic control shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work as required to control traffic and detour traffic, including any shaping or reshaping of the subgrade or shoulders or any other work necessary for the accomodation of local traffic, in conformance with these specifications and as required to accomplish the work. Dust Control Dust control shall conform to the provlSlons of Section 10 "Dust Control" and Section 7.22A "Public Convenience" of the County Standard Specifications. Existing Highway Facilities Highway facilities shall conform to the provisions of Section 15 "Existing Highway Facilities" of the County Standard Specifications, the details shown on the plans, and these special provisions. Remove Pavement Markers Compensation for removing pavement markers is included in other items of work (e.g., excavation) and no additional allowance will be made. Remove Barricade Compensation for removing barricade is included in other items of work (e.g., excavation) and no additional allowance will be made. Section 111 - Page 3 111.6C 111. 6D 111.6E 111.6F 111.6G 111.61 Relocate Fence The lump sum price paid for relocate fence shall include full compensation for all labor, equipment, and materials involved and no additional allowance will be made. Adjust Monument Boxes to Grade Adjust monument boxes to grade shall conform to the prOVISIons of Section 81 "Monuments" of the County Standard Specifications. Remove Existing Pavement The existing asphalt concrete pavement to be removed may be reclaimed and recycled in conformance with these Special Provisions. Regardless of final disposition, remove existing pavement shall be measured by cubic yards and paid as roadway excavation. Compensation for removal of existing pavement on driveway approaches is included in other items of work (e.g., reconstruct driveway approach) and no additional allowance will be made. Abandon Existing Drainage Inlets The contract unit price for abandon existing drainage inlets shall include full compensation for all work, including culvert plugging and inlet backfill; labor; equipment; and materials involved and no additional allowance will be made. Relocate Electrolier Relocate electrolier shall also conform where applicable to the provisions of Section 86 "Signals and Lighting" of the County Standard Specifications, and these special provision construction details "Electrical Systems." Reconstruct Driveways Reconstruct driveways shall conform to the applicable County Standard Specifications (e.g., Section 19 "Earthwork," Section 26 "Aggregate Base," Section 39 "Asphalt Concrete," Section 73.05 "Driveway Approaches"), the details shown on the plans,and these special provisions. All driveway approaches shall be reconstructed with portland cement concrete to the back of the sidewalk. If the existing driveway is portland cement concrete, the reconstructed portion between the back of walk and the conform as shown on the plans shall also be portland cement concrete. If the existing driveway is not portland cement concrete, the remaining reconstructed portion shall conform to March 1982 County Standard Plan B-4, Section A, B, or C. Section 111 - Page 4 z o c;; ~ It: o z w ~ !;(~ a~ ~:;;:<;:':~~="~~"'f~~~~~-.~. ,\. ~ I I I .It Q) 0 Q) c:: . bO c::~ > Q) p..~ ~ c::c:: .O~ ~ ~ o.oC::"QJ o .... j:Q > $.I . 0 ~ (3 Q)..d ~~ <~O ~ $.I~ ~Q)(3~ ~ 0 bO$.I ~ p..~ Q) o ~ ('t") c:: p.. ~ Q) >.~ ~..d Q)~ ~p.. ~ C::~ $.IC::~~ ~o ~C::~ ~Q) oc:: ~~Q)~ ~ ~ Q) Q) $.I ..-1 Cd ~ ~ ~ ~Q)~ $.10 ~ ~~$.I Cd Q) ~ $.I Cd ...-1 c:: . 0 c:: Q) c:: 0 Q) 0 0 ~ $.I..d 00..-1 :j0~$.IQ) 00 o. ~Q) :j~ ~o 0'0Q)Q)..d Q)or-l>'C::~~O~ ~ = Q) <1J ~ ~ C::~~~C::$.I$.I~ O~ j:Q ...::t~p.. $.Ij:Q~Q) . ~l-l~OQ)Ocd :j0 00 c::~ cd~~$.IC::><1J$.I~>C::~ $.I < C::cd _~~~~Q)Q)~cdp..O~~Q)~ ~Q) 0 ~ .'..-I~~>'.-IC::cdOoocd:j c: ~c:: ~ ~~$.I ~C::0~0~~$.I000<1J~ o UQ)~Q)Q)~~~$.I~~.oC1)p..cd~..d ..d ~ < ~ 0 Q) c:: c:: 0 p..~ ~ 0 4-1 . ~ Q) o ~ ~ Q) c:: 0...-1 ~ ..-1 ~ ~ ~ c:: ~ cd .0 cdO cd..d$.l~ ~O=or-l~~~~Q)or-l~O~C:: o ~~Ocd-~~~ ~CdB~l-l..d Q)~O~ $.I ~ 0 eo c:: 0 ~ C cd 4-1 B cd...-I Q) p.. ~ p.. Q) COO j:Q.r-! <1J C O..d O..d:j ~ .0 00 . ~ cd p.. ~ = <1J 0 < (3 C <1J.r-! ~ ro c.:> ~ 0' C C Q)..d cd 0 ...::t $.I ~ (3 cd..d ~ C <1J 0 ~ ~ ...-1..-1 ~ :j ~j:Qcd('t")0~30Q)CdroQ)l-l>'~$.IB4-I >.$.1 C~ <1J Up.. <1J<1J cd<1J <1Jcdcd ~~~ cd~ 0 ~~~ c~~~o~c.o..d~= O~$.I 3 ~ p.. ~ ~ ro ~ 3 ~ eop:: ~ <1J ~ C N Q) Q) Q) Q)C c.:>Q)cdQ)cdcdQ)O..d~C ~..d~ cd~p..d> >0 <<1J~~~0c::..d06~>'(33C~~ ~cd~ ~o ~O.ooP::Q)~cd$.l~.o$.l Q)$.IOO~ p..:j $.1..= ::I ~ 0 Q) C Q) ~ ~ 0 ~ ~ 0 ~ Q) ~ ~N= = 0 = >. cd C $.I p.. cd ~ p..~ ~ 3 ~ cd Cd ~ .0 c:: N \.0 \.0 0 co.o <1J 0 p.. ~ Q) C Q) - ~ ..d 4-1 . Q) 0 . 3'.-1 p.. Q) p.. $.I Q) Q) ~ >. ~ $.I eo 0 ..d ~.... . . . . ~ cd..d ..-I..d (3 ~ ~ ~ c:: Q) ~ . E-!~ ~<j:Qc.:>O < cd E-! C::IE-! Q).I.J< CH~OO ~'. CdO 0>' 00' ~C :j ~ ~ .J:: Q) .0 cd .~ Q) . cd Q) .0 .:j . C. .~ ~ ~ N ~ 3 ('t") ~ $.I...::t Q) (3 lI') c.:> \.0 eor- Q) . ~ ~~ ~ <El 'u /U/ I Z/ . dU.'/ roOM \, I -4 . '-1 fO .;. Gf 81../ /ho " ~ ~~ VW ~_U.II .I:;.~~(fOJdl ,~ _~L "-. -... ~ ~ .... ~ \ o ~ Q:l a'-t 0 ~ ~ " ~ ~ ~\\, \{) Il> 0 (U -c:: ~ -~V) _u ~ () ~....() ~() 'l.~ '. ie" .... ~ '" ,-. , ~ ~v, .I.J ~ 8 , l-l >'Q)..d Q) p.. ~ ~ 0 ~~.o CdC >Q)C $.I.a 0 CI.l r:<:l E-! ~ ~ \ ,O"Z .j. P" = 9' ~(U.IUlIZG) 9 ~- ~ ~ ~ '.~ 9.. '" ...... ~. \... '" '" () ~ Q.. ....... ~~~- ----- ()~~ '<u\J ~S ~~~ o "'''3' ,I.~NnOO {() .Cb "- , ~ ~ -q:~ " cu ,,<4..... . _.~ ~ I I I _1_ l- I I I .RL - ~ (J1tJ ~o 9<~ ~> ~tu ~ffi~~ o~ ~ <t) ~~ ~Io ...z ~Q: zo "" ~t= ~tU (/)~ - LL.", ......--.J o It: <<< Q) >2 C):(': ... ... .... zw "tt) ::>z ~ o~ ct Q: 0... ~ G ~I.( ~ \l () ......... \..., ~ '-. ~ q,""- lb(:) ~~ 'to' ~ l{) Q:: lu " ...... ~ t!) ).., III "0,) ~ ~ ~ "- ~ "f.'~ ~ co ~ ..... ~ -oq: . ~- ~ ~ ..... '" \) 'U ~ f I I ~ -~-~ __ \ 0 i::: I ~ I tI) I ---- I 111. 6J 111.6K The contract price paid per square foot for reconstruct driveways shall include full compensation for all work, including removal of old driveways; labor; equipment; and materials for all portions of the driveways and no additional allowance will be made. Remove Traffic Stripes Vherever the Contractor's operations obliterate pavement delineation (lane lines), such pavement delineation shall be replaced by either permanent or temporary delineation before opening the traveled way to public traffic. Temporary delineation shall consist of reflective traffic line tape applied in pieces not less than 4 inches long nor less than 4 inches wide spaced no more than 12 feet apart. Reflective traffic line tape shall be applied in accordance with the manufacturer's instructions. Temporary delineation shall be the same color as the permanent delineation. Full compensation for temporary delineation shall be considered as included in the prices paid for the contract items of work that obliterated the existing delineation and no separate payment will be made therefor. Vhere blast cleaning is used for the removal of painted traffic stripes and pavement markings or for removal of objectionable material, and such removal operation is being performed within 10 feet of a lane occupied by public traffic, the residue including dust shall be removed immediately after contact between the sand and the surface being treated. Such removal shall be by a vacuum attachment operating concurrently with the blast cleaning operation. Reset Mailboxes During construction operations, the mailboxes shall be moved as necessary to clear the way for the Contractor's operations, but at all times shall be accessible for delivery. During construction the mailboxes shall either be installed on posts set in the ground or they may be installed on temporary supports approved by the Engineer. Vhen construction is complete the mailboxes shall be installed in final position on new redwood posts. Mailboxes on single-post or multi-post supports shall be provided with a redwood plank as a supporting cross meMber. Redwood shall conform to the requirements for sign posts in Section 56-2.02B, "Vood Posts and Braces," of the State Standard Specifications. The space around the posts shall be backfilled with earthy material. The backfill material shall be placed in layers approximately 0.33-foot thick and each layer shall be moistened and thoroughly compacted. Section 111 - Page 5 111.07 111.08 Existing posts and mounts shall be disposed of, where not indicated otherwise. Multi-post installations shall be considered as 2 units for payment purposes. Newspaper boxes on individual posts will be considered as mailboxes for measurement and payment. Newspaper boxes attached to existing mailbox posts shall be removed and fastened to the new mailbox posts and no separate payment will be made therefor. Full compensation for disposing of existing posts and mounts, moving and maintaining the boxes (regardless of the number of moves required), and for furnishing new posts, planks and hardware shall be considered as included in the contract unit price paid for reset mailboxes and no additional compensation will be allowed therefor. Clearing and Grubbing Clearing and grubbing shall conform to the provisions of Section 16 "Clearing and Grubbing" of the County Standard Specifications and the details shown on the plans. Vater Until otherwise notified by the Engineer, potable water shall not be used for construction watering. Nonpotable water is available from the City of San Jose Vater Pollution Control Plant located at 700 Los Esteros Road in San Jose. Full information about this source and the conditions of supply are available from the City of San Jose. If the Contractor is able to locate and elects to use other sources of nonpotable water, such source/s shall be nominated by the bidder in the bid. Other water sources developed for use of the project shall meet the California Department of Health Services water reclamation criteria and the Regional Vater Quality Control Board requirements. The Contractor shall obtain either a waste water discharge permit or a waiver from the Regional Vater Quality Control Board. Copies of permits or waivers from the Regional Vater Quality Control Board for sources not listed in this section shall be delivered to the Engineer before using said nonpotable water on the project. Nonpotable water used in the mixing and curing of concrete shall conform to Section 90-2.03, "Vater," of the State Specifications. Section 111 - Page 6 111. 09 111.10 111.11 Nonpotable water shall not be stored or conveyed in tanks or pipes which will also store or convey potable water. There shall be no connection between nonpotable water systems and potable water systems. All nonpotable water tanks, pipes or other storages or conveyances shall be labeled: "NONPOTABLE VATER DO NOT DRINK" Roadway Excavation Roadway excavation shall conform to the prOV1S10ns of Section 19 "Earthwork" of the County Standard Specifications and the details shown of the plans. Roadway excavation shall consist of all excavation involved in the grading and construction of the roadway, excepting trench or other excavation for culverts or other drainage facilities, excepting foundation excavation for new light poles, excepting excavation for reconstruction of driveways, and excepting incidental excavation for sign posts and any other excavation included in other items of work. Pulverized asphalt concrete pavement (all pieces passing 3 inch sieve) may be used for fill material in areas at least 3 feet below finished grade. Less than 3 feet below finished grade, existing asphalt concrete pavement may be reclaimed and used for fill if it conforms to the quality requirements of these Special Provisions, "Aggregate Base." Aggregate Base Aggregate base shall conform to the provisions of Section 26 "Aggregate Base" of the County Standard Specifications, the details shown on the plans, and these special provisions. Reclaimed asphalt concrete may be used for base material if it conforms to the quality requirements of this special provision. Compensation for aggregate base used to construct sidewalk and curb and gutter, and to reconstruct driveways is included in other items of work. Asphalt Concrete Asphalt concrete shall conform to the provisions of Section 39 "Asphalt Concrete" of the County Standard Specifications, the details shown on the plans, and these special provisions. Asphalt concrete for resurfacing and top pavement layer shall be Type B, 1/2" maximum medium grading. Asphalt concrete for pavement repair or full depth asphalt concrete shall be Type A. Section 111 - Page 7 No additional allowance will be made for any changes in bitumen ratio as may be deemed necessary. Compensation for asphalt used to reconstruct driveways is included in other items of work. The price paid per ton for asphalt concrete shall include full compensation for all work, including any reclaiming, hauling, storing, and mixing recycled asphalt concrete; materials, including paving asphalt; and labor involved; and no additional allowance will be made. 111.11A Reclaim and Recycle Asphalt Concrete 111.12 111.13 At the Contractor's option, the existing asphalt concrete pavement to be removed may be reclaimed and recycled in conformance with the provisions of Section 39 "Asphalt Concrete" of the County Standard Specifications and these special provisions. If it is to be reclaimed, asphalt concrete may be removed by any method, except heater planing, that will result in a reclaimed material free of contamination from underlying materials. Surplus reclaimed asphalt concrete, if any, shall become the property of the Contractor and shall be removed from the right-of-way. The amount of new aggregate to be added to the reclaimed asphalt concrete shall be not less than 85 percent of the total dry weight of the combined materials. Recycled asphalt concrete mix design and product shall conform to the quality requirements of these Special Provisions, Construction Details, "Asphalt Concrete." Pavement Reinforcing Fabric Pavement reinforcing fabric shall conform to the prOVISIons in Section 39 "Asphalt Concrete" of the.County Standard Specifications and the details shown on the plans, and these special provisions. As directed and prior to plaacing pavement reinforcing fabric on areas previously cold-planed, a "skin coat" of fine asphalt concrete material shall be placed to provide a reasonably smooth surface. Placement of "skin coat" as required will be paid as Asphalt Concrete, Type B. Grinding Grinding shall conform to County Standard Specifications Section 42, "Groove and Grind Pavement," the details shown on the plans, and these special provisions. Section 111 - Page 8 111.14 The surface area of asphalt concrete pavement to be ground shall conform to the details on the plans. Vhere grind edges other than those along the lip of curb are to be open to traffic before the resurfacing is placed at the conform, a hot-mix asphalt concrete taper shall be placed before the conform is open to traffic. Hot-mix asphalt concrete tapers shall be spread and compacted to produce a smooth riding surface. As an alternative, temporary commercial quality asphalt concrete tapers may be used. If temporary tapers are used, the tapers shall be completely removed, including removing all loose material from the surface, before placing the permanent surfacing. The contract price paid per square yard for grinding existing asphalt concrete pavement shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in grinding the existing asphalt concrete pavement and removing the residue including furnishing water for washing pavement, and including placing and removing temporary asphalt concrete tapers, as shown on the plans, as specified in these special provisions, and as directed by the Engineer. Minor Structures Minor structures shall conform to the provisions in Section 51 "Concrete Structures" of the County Standard Specifications, the details shown on the plans, and these special provisions. 111.14A Drainage Inlets 111.14B 111.15 Drainage inlets shall be City of San Jose (CSJ) standard hooded drainage inlets. Reconstruct drainage inlet shall be paid as a new drainage inlet. Manholes Manholes shall be City of San Jose (CSJ) standard concentric type. The contract price paid each for manholes shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work involved, including structural excavation and backfill, and providing and installing all metal frames and covers as necessary to construct new manholes complete in palce and no additional allowance will be made. Compensation for breaking and repairing existing manholes for pipe connections is included in other items of work (e.g., pipe) and no additional allowarice will be made. Reinforced Concrete Pipe Reinforced concrete pipe shall conform to the provisions in Section 65 "Reinforced Concrete Pipe" of the County Standard Specifications and the details shown on the plans. Section 111 - Page 9 111.16 111.17 111.18 111.19 Pipe joints shall be watertight positive classification and others shall be standard classification in conformance with the provisions of Section 61 "Culvert and Drainage Pipe Joints" of the County Standard Specifications. Compensation for pipe joints is included in other items of work and no additional allowance will be made. The contract price per linear foot for reinforced concrete pipe shall include full compensation for all labor, materials, and equipment needed for providing and placing the pipes, including trench excavation and backfill. Adjusting Manholes and Valve Boxes to Grade Adjusting manholes and valve boxes to grade shall conform to the provisions of Section 71 "Sewers" and Section 15 "Existing Highway Facilities", of the County Standard Specifications and these special provisions. Existing electrical pull boxes with traffic covers shall be raised to grade as directed by the Engineer and shall be paid for as raising valve boxes to grade. Prior to paving, all utility access points within the paved portion of the roadway shall be painted with appropriately colored paint. Utility representatives will confirm the utility locations prior to paving. The prices bid each for adjusting valves and monuments to grade shall include temporary covers, all labor, tools and equipment, including all costs of painting utility access points, and no additional allowance will be made. Concrete Curbs, Gutters, and Sidewalk Concrete curbs, gutter, and sidewalk shall conform to the provisions of Section 73 "Concrete Curbs and Sidewalks" of the County Standard Specifications and the details shown on the plans. Monuments Monument shall conform to the provisions of Section 81 "Monuments" of the County Standard Specification and these special provisions. County will provide monument box riser rings and/or new monument boxes. At direction of the Engineer, old monument boxes shall be replaced with new monument boxes. Painted Traffic Stripes, Pavement Markings, and Pavement Markers Painted traffic stripes, pavement markings and pavement markers shall be performed by County forces. Contractor shall give sufficient advance notice and coordinate operation so as to accommodate this work, including cat tracking by county survey forces, within the construction schedule. Section 111 - Page 10 111.20 Electrical Systems Electrical systems shall conform to References 1 thru 7. References (REF): Ref. 1. Ref. 2. Ref. 3. Ref. 4. Ref. 5. County Special Provisions Project Plans County Standard Specifications, dated January, 1989. State of California Standards Plans, dated January, 1988. State of California Standards Specifications, dated January, 1988. City of San Jose Standard Specifications, current. City of San Jose Standard Plan Details, current. Ref. 6. Ref. 7. In the following special provisions, the "Standard Specifications" shall mean Ref. 6. The lump sum price paid for electrical work shall include full compensation for all labor, equipment, and materials as required to complete the improvements shown on the plans in conformance with these special provisions, and no additional allowance will be made. 111.20A Electrical Installation Standard Requirements Furnishing and installing traffic signal and street lighting shall conform to Section 86 of the Standard Specifications and these special provisions. Safety lighting work is to be performed at the following location: Union Avenue Parts of all new equipment for use in City areas furnished by the Contractor shall be interchangeable with that now in use by the City. All hardware except ground rods, shall be steel hot dip galvanized and shall comply with the standards of the Electrical Engineering Institute. 111.20B York In Vicinity of Uti~ities Contractor shall provide workers, fully qualified under applicable state laws, Public Utilities Commission, and State Industrial Safety rules, regulations and orders, to perform work on the project in the vicinity of public utilities. The Contractor shall adhere to all current utility company and California safety regulations for working on and around power and telephone facilities, including forced air ventilation and pre-entry tests for manholes. Section 111 - Page 11 Twenty-four (24) hour notice shall be given to Pacific Telephone Company, Pacific Gas and Electric Company and the Engineer before the beginning of any operation involving entry to utility manholes. At those locations where drilling of holes in existing pole/s, or modifications to the existing branch circuit conductors is performed to the existing system, the energized conductors within the pole/s, or the branch circuit system being modified shall be de-energized. The Contractor is cautioned that he will be liable for any damage to the telephone and power company wires, cables, splices, risers, or any part of the pole line or underground structure. A ladder shall be used at all times for access to the manholes (cables or supports shall not be used in lieu of ladder). In addition to the insurance requirements listed herein, the Contractor, when working above ten feet on utility poles or in Pacific Telephone Company ducts and manholes shall be required to furnish a rider covering the Pacific Telephone Company and the Pacific Gas and Electric Company, and their employees and representatives. 111.2OC Maintaining Existing And Temporary Electrical Systems Maintaining existing and temporary electrical systems shall conform to the provisions in Section 86-1.05, "Maintaining Existing and Temporary Electrical Systems," of the Standard Specifications and these special provisions. 24 hour notice shall be given to Electrical Maintenance Section of the Traffic Operations Department (277-5515) before beginning work on existing working electrical apparatus and circuitry in City jurisdiction. Yhere facilities are to remain open to public use, existing electrical systems, (signal, lighting, or other systems), or approved temporary replacement thereof, shall be kept in effective operation for the benefit of the public during the progress of work, except when shutdown is permitted to allow for alterations or final removal of the systems. Traffic signal shutdowns shall be limited to periods during normal working hours, or as specified in these special provisions. Street lighting system shutdown shall not interfere with the regular, lighting schedule, unless otherwise permitted by the Engineer. 111. 20D Scheduling Scheduling of work shall conform to the provisions in Section 86-1.06, "Scheduling of York," of the Standard Specifications. Section 111 - Page 12 111.20E Traffic Signal Inductive Loops And Detector Cables The loop shall be as shown on the plans. Conductors for each inductive detector loop shall be continuous and unspliced; Type RHV-USE neoprene-jacketed or Type USE cross-linked polyethylene insulated, No. 12, stranded copper wire. The minimum insulation thickness at any point shall be 40 mils. The wires shall be carefully installed to prevent insulation damage. A soft wooden paddle (not a screwdriver) shall be used to push wires into slot. The ends of the loop shall be run through the conduit to the adjacent splice box and spliced to the lead-in cable. The street end of the conduit shall be provided with an end bell and care shall be taken to avoid pressure of wire against bell. The splice box end of the conduit shall be sealed with a duct . sealing compound designed for that purpose after the loop leads are installed. Slots in asphalt concrete pavement shall be filled as follows: Sealant shall be a one component, pourable sand filled, asphaltic emulsion for use in sealing inductive wire loops and leads embedded in asphalt concrete. This sealant is suitable for use in freeze-thaw environments. The sealant shall be prepared in a one package system ready for application. The material shall be furnished in container size as specified in the purchase order or contract. If ordered in 5 gallon size the containers shall be new, round, standard full open head with bails, shall be nonreactive with the contents, and shall have compatible gaskets. The containers shall comply with the U.S. Department of Transportation for the Interstate Commerce Commission regulations, as applications. The sealant shall be properly dispersed and any settling shall be easily redispersed with minimum resistance to the sidewise manual motion of a paddle across the bottom of the container. It shall form a smooth uniform product of the proper consistency. If the material cannot be easily redispersed due to excessive settlement as described above or due to any other cause, the sealant shall be considered unfit for use. Sawcuts shall be blown clean with compressed air to remove excess water and debris. The sealant must be thoroughly stirred before use and hand poured into the slots. Due to the sand content of this material, pumping is not recommended. Any clean up of road surface or tools can be done with water, before the sealant sets. Section 111 - Page 13 1ll.20F 111.200 Lead-in cable shall consist of 2 No. 14 AVG stranded copper conductors with each conductor insulated with 0.030-inch minimum, high molecular weight, heat-stabilized, colored polyethylene, conforming to the requirement of ASTM Designation: D 1248, Type I, Class B, Grade 4. The conductors shall be twisted together with approximately 2 turns per foot. The cable core shall be completely encased in an electrically continuous metallic shield. Foundations Foundations shall conform to the prOV1Slons in Section E902-2.2, "Foundations," of the Standard Specifications and these specifications. Portland cement concrete shall conform to Section 90-10, "Minor Concrete," of the Standard Specifications and shall contain not less than 470 pounds of cement per cubic yard, except concrete for reinforced pile foundations shall contain not less than 564 pounds of cement per cubic yard. Foundations shall rest on the firm ground and conform to line, grade and elevations shown on the plans. Foundations shall be placed "in the solid" and monolithic where practicable. For posts, standards, and pedestals not on structures or pedestals, the top four inches of the concrete foundation shall be placed after the post, standard, or pedestal is in proper position. The exposed portions of the foundation shall be formed to present a neat appearance. After each post, standard, or pedestal on structures or pedestals is in proper position, grout shall be placed under the base plate as shown on the plans. The exposed portions shall be formed to present a neat appearance. Grout shall consist of one part by volume of Portland cement and three parts of clean sand, and shall contain only sufficient moisture to permit packing and shall be cured by keeping it damp for three days. Vhere forms are required because of soil conditions, they shall be true to line and grade. Tops of foundations for posts and standards,oexcept special foundations, shall be finished to curb and sidewalk grade or as directed by the Engineer. Forms shall be rigid and securely brace in place. Standards, Steel Pedestals And Posts Standards for traffic signals and electroliers and steel pedestals for cabinets and other similar equipment shall be located by the Engineer in the field. Standards, steel pedestals and posts shall conform to the provisions in Section 86-2.04, "Standards, Steel Pedestals and Posts," of the Standard Specifications. Section 111 - Page 14 111.2OG(1)Octaflute Electrolier Standards Octaflute electrolier hand-hole cover locking device shall be secured with a 1/4 inch diameter round head screw. 111.2OG(2)Electrolier Numbering The contractor shall label each electrolier pole with a designated alpha-numeric identification number. The specific identification designation will be provided by the City. The contractor shall provide all labor and materials necessary to perform labeling of poles. The alpha-numeric number shall be a multi-digit number, each character of the number shall consist of a stick-on type, yellow reflectorized number and letter on black background, measuring 1. 4" wide and 1. 9" high as manufac tured by Brady Label Company, 727 Vest Glendale Avenue, Milwaukee, Visconsin or approved equal (The catalog number of the Brady label is #5890). The alpha-numeric number shall be installed vertically, and arranged with space around the middle letter. Bottom height of the number shall be at 7' (min.) from ground. 111.20B Conduit Conduit material, use, and installation shall conform to the provisions of Section 86-2.05, "Conduit," of the Standard Specifications, and these special provisions. Conduits to be installed underground shall be Schedule 40 polyvinyl chloride conduit as specified below. Unless otherwise specified the same type of conduit shall be used for the entire system except extensions made to existing conduits shall match existing conduit in kind and in size. Polyvinyl chloride conduit shall be ninety degrees (900) Crated and listed by the Underwriters Laboratories. Conduit shall be fabricated from polyvinyl chloride and shall conform to NEMA Standards. It shall be in conformity with Article 347 of the National Electrical Code. Conduit, fittings and cement shall be produced by the same manufacturer, who shall have at least five (5) years experience manufacturing the product. Material shall have a minimum tensile strength of 7000 psi at 73.40 F flexural strength of at least 11,000 psi and a minimum compressive strength of 8600 psi. All joints shall be solvent welded in accordance with the manufacturer's recommendations. In lieu of jacking or boring, PVC .condui t may be ins taIled by the drill rod method in which a drill rod is first installed and the PVC is pulled into the cavity made by the drilling rod as the rod is removed. ~ Section 111 - Page 15 Conductors shall be pulled through rigid non-metallic conduit by . hand only, using nylon or polypropylene pull rope with a minimum tensile strength of 550 pounds. The same type of pull rope shall be installed in conduit runs which are to receive future conductors. Only factory elbows and bends shall be used. Field bending will not be permitted. Couplings may be installed within the foundation in accordance with the detail shown in Section 11 of these special provisions. U.L. approved end bell fittings shall be installed on all conduit terminations. Extensions or modifications made to existing conduits shall match existing conduit in kind unless specified otherwise. 111.20H(1)Trenching Installation Of Conduit In Paved Streets Conduit runs shown on the Plans to be located in the street, under street pavement, may be installed by trenching. Conduit may be placed under existing pavement in a trench approximately 2 inches wider than the outside diameter of the conduit to be installed. Trench shall not exceed 6 inches in width nor 30 inches in depth, except that at pull boxes the trench may be hand dug to required depth. The top of the installed conduit shall be a minimum of 24 inches below finish grade. Vith the engineer's approval, the minimum depth may be reduced at locations where existing underground facilities require special precautions, as described in "Obstructions" of these special provisions. Conduit laid in open trench shall not be covered nor shall any trench or inspection hole be backfilled until the installation has been inspected and approved by the engineer. Conduit placed under roadway shall be not less than two (2) feet and not more than four (4) feet below the flow line of the gutter or equivalent grade where no gutter exists. The outline of all areas of pavement to be removed shall be cut to a minimum depth of three inches (3") with an abrasive type saw or with a rock cutting excavator specifically designed for this purpose. Cuts shall be neat and true with no shatter outside the removal area. The trenching machine shall be shielded to prevent loose material from being thrown away from the machine. Section 111 - Page 16 . Loose material deposited on the pavement behind the cutting machine shall be removed from the pavement immediately and the pavement cleared to allow the passage of traffic. Only those traffic lanes occupied by the cutting machine and the cleanup operation shall be closed and they shall be opened as soon as the work has moved sufficiently to clear them. The conduit shall be placed in the bottom of the trench and the trench shall be backfilled with commercial quality concrete containing not less than 564 pounds of cement per cubic yard to not less than 0.10 foot below the pavement surface. The concrete shall be tamped or vibrated to provide a. dense material free from excessive voids and rock pockets. The top 0.10 foot shall be backfilled with asphalt concrete produced from commercial quality paving asphalt and aggregates. Spreading and compacting of asphalt concrete shall be performed by any method which will produce an asphalt concrete surfaci~g of uniform smoothness, texture and density. Excavation/installation of conduit and concrete backfill shall be completed within the same working day. Asphalt concrete backfill shall be completed within 24 hours after excavation of the trench. 111.20H(2)Conduit Bends Bends shall be minimized and avoided wherever possible in underground conduit systems. Conduit 1-1/2 inch and larger and in runs of more than 10 feet shall have bend radius of not less than eighteen inches or twelve times the inside diameter of the conduit, whichever is greater. Maximum bend rise of elbows into Pull Boxes shall be 45 degrees. Section 111 - Page 17 Total bends in anyone run of underground conduit shall not exceed that indicated on the following chart for the type of usage. Min. Max. Bend Max. No. Total Max. Type of Max. Radius at any size of of Vires Bending in Run Length Bend Location Conduit & Sizes Degrees Standard 10' 10" 90 1-112" As 180 to Degrees Min. Required Degrees Pull Box Pull Box 50' 18" 90 As As 150 to Degrees Shown Required Degrees Pull Box Pull Box 200' 18" 90 As As 90 to Degrees Shown Required Degrees Pull Box Pull Box 100' 18" 90 As As 135 to Degrees Shown Required Degrees Pull Box 111.20H(3)Conduit Proving And Pull Vires A Nylon or Polypropylene pull rope shall be installed in all conduits which are to receive future conductors. At least two feet of pull wire shall be doubled back into the conduit at each termination. the Engineer may, before wires or cable are installed, require a proper size testing mandrel be pulled through the conduit run. Cost of this shall be considered as included in the job and no extra payment shall be made therefor. Existing underground conduit without conductors to be incorporated into a new system shall be cleaned with a mandrel of proper size or cylindrical wire brush and blown out with compressed air. The conduit system shall be complete and a written clearance obtained from the Engineer before any conductors are installed. 111.201 Pull Boxes Pull Boxes shall conform to the provIsIons in Section 86-2.06, "Pull Boxes," of the Standard Specifications and these special provisions. Section 111 - Page 18 Underground Pull Boxes shall be installed at the locations shown on the plans and in long runs, they shall be spaced at not over 200 feet whether or not they are shown on the plans. It shall be the option of the Contractor, at his expense, to install additional pull boxes that he may desire- to facilitate his work. Location of these boxes shall be established by the Engineer. Pull Boxes shall not be installed in the roadway or gutter. Pull Boxes shall be installed with the length dimension parallel to the main conduit run and located adjacent to back of curb wherever possible. Pull Boxes and extensions for underground installation shall be a minimum of #3-1/2 trade size, precast reinforced concrete boxes of the sizes and details shown on the plans. Reinforcement shall conform to that used in the standard product of the manufacturer. Vhere ballasts or transformers are installed in pull boxes, the box shall be extended as shown on the plans. For traffic signal systems, or combined signal and low voltage lighting systems, reinforced concrete covers shall be inscribed "Traffic Signals" and for lighting systems, reinforced concrete covers shall be inscribed "Street Lighting" "High Voltage" or other ",here applicable. Covers shall be secured with two 3/8 inch brass hold down lugs with brass washers and nuts. Nuts shall be recessed below surface of cover. At those locations where pull boxes are installed, the contractor shall restore any disrupted grade in like kind. Payment for grade restoration will be deemed included in other contract items of work and no separate payment will be made therefor. 111.20I(1)Pull Box Replacement 111.20J At those locations where existing pull boxes are replaced with new boxes, the Contractor shall upgrade the state of existing facilities within the box to meet current City Specifications. The work required to upgrade pull box facilities may include but is not limited to extending or cutting back conduits; installing ground rods and grounding conductors; raising or lowering pull boxes to grade; replacing damaged conductors. Payment for all work and materials required shall be deemed included under other contract items of work and no additional compensation will be made. Conductors And Viring Viring shall conform to the provisions in Section 86-2.08, "Conductors." Insulation type for all conductors shall be THV unless specified otherwise. All wires, cables, conductors, etc. to be installed in a conduit shall be installed simultaneously. Section 111 - Page 19 Only powdered soapstone, talc, or other inert lubricant shall be used in placing conductors in conduit. Conductors shall not be pulled into underground conduit until after pull boxes are set to grade, crushed rock sumps installed, grout placed around conduit, concrete bottom and pull box placed, where required, and metallic conduit is bonded. conductors entering conduits shall be carefully fed and "positioned" to avoid "tangles" and crossovers." Conductors and cables shall be identified as to function (e.g., vehicle signal phase, pedestrian signal phase, street light circuit, street light controls, irrigation circuit, etc.) in all cabinets, pull and junction boxes. Identification shall be by means of encircling individual conductors/cables or functional groups of conductors/cables with permanent identification labels. Such identification labels shall be fastened in a manner such that they will not move along the conductors/cables. Identification materials used shall be type "PTM" as manufactured by Partex Marking Systems, Ltd. or approved equal. Identification shall be by direct labeling, fastening to conductors in such a manner that they will not move along the conductors and will be permanent. Labels to be used shall be approved by the engineer. Identification shall be as detailed in the conductor table following Section 86-2.08A "Conductors" of the State of California Standard Specifications. 111.20J(1)Splices Splices shall be made in accordance with City Standard detail E-12, found in Section 11 of these special provisions, for insulated spring connector. At the direction of the Engineer, the splice connector may be sealed with heat shrinkable mastic lined, heavy wall polyefefin cable sleeve or cover with added sealant per installation instructions and applied with electric hot air gun at 1200 C. 111.20K Bonding And Grounding Bonding and grounding shall conform to the provisions in Section 86-2.10, "Bonding and Grounding," of the Standard Specifications and these special provisions. Metallic cable sheaths, metal conduit, non-metallic conduit grounding wire, ballast and transformer cases, service equipment, sign switches, anchor bolts, and metal poles and pedestals shall be made mechanically and electrically secure to form a continuous system, and shall be effectively grounded. Bonding of standards and pedestals shall be constructed as per Bonding Details found in Section 11 of these Special Provisions. Section 111 - Page 20 111. 20L 111. 20M Ground connection shall be through an approved 5/8" x 10' copper-clad or 3/4" x 10' galvanized steel rod set obliquely through the foundation and extended above the finished foundation sufficiently to attach a ground clamp and No. 8 bare copper wire. Conduit, poles, pedestals, and all other metal parts of the installation shall be made mechanically and electrically secure to form a continuously grounded system. Vhere a pull box is located adjacent to the standard, the rod shall be driven in the pull box. Service Service shall conform to the prOVISIons in Section 86-2.11, "Service," of the Standard Specifications and these special provisions. At all new and modified service locations, the Contractor shall furnish conduit, conductors, and all other necessary material to complete the installation of the service. Compliance Tests Testing shall conform to the prOVISIons in Section 86-2.14, "Testing," of the Standard Specifications and these special provisions. A shut down of the electrical system resulting from damage caused by public traffic, from a power interruption or from unsatisfactory performance of City-furnished materials shall not constitute discontinuity of the functional test. All conductors shall be individually proven to be discrete free from ground and continuous. Upon completion, tests shall be made for possible damage at the discretion of the Engineer before acceptance. Costs of all tests shall be included in bid price and no additional compensation will be made. The Contractor shall maintain all systems installed under this contract until final acceptance by the City. Fixtures that have been put in service under this contract and then fail to operate before final acceptance shall be repaired by the contractor within two working days. If the contractor fails to make repairs on time without just cause, the City may make repairs and deduct the cost of the repairs from payment due the contractor. Before beginning work, the contractor shall deliver a written warranty, guaranteeing to replace any luminaire or photocell which fails to operate satisfactorily within ninety days after acceptance. Section 111 - Page 21 ~ 111.20N 111.20P . Painting Painting shall conform with the provlslons of Section 86-2.16, "Painting," of the Standard Specifications and these special provisions. Factory or shop cleaning methods for metals will be acceptable if equal to the methods specified herein. In lieu of the temperature and seasonal restrictions for painting as provided in Section 59, "Painting" paint may be applied to equipment and materials for electrical installations at any time approved by the Engineer. All surfaces to be painted shall be washed with a stiff bristle brush using a solution of water containing two tablespoonfuls of' heavy duty detergent powder per gallon and rinsed with clean water. After rinsing, all surface shall be wire brushed to remove all poorly bonded paint, rust scale, corrosion, grease or dirt. Spot prime existing equipment where paint has been removed and surfaces of new equipment to be painted. Luminaires Luminaires shall be provided with slipfitter suitable for mounting on 2-inch mast arm and shall be designed for easy installation and leveling and shall be strong enough to withstand any impact on the pole standard which is not great enough to knock the pole to the ground. Luminaires requlrlng photocells shall be NEMA 15 amp twistlock receptacles. All luminaires shall have wlrlng diagrams, voltage ratings, lamp wattage and all other pertinent electrical data prominently and permanently displayed on a durable label in each luminaire. The label shall be conspicuous when the luminaire is open for servicing. Ballast shall be an integral part of the luminaire and shall be held securely in place with devices which allow easy and safe removal and replacement in the field without the necessity of removing the luminaire from the bracket arm. Electrical connections other than line wires shall be made with quick-disconnect devices that are keyed to prevent incorrect connections. Terminal blocks shall be provided for line wires, up to size No.8 with 45 mils insulation. Ballasts shall be capable of operating the lamp satisfactorily with a supply voltage variation of + 10%. Overall power factor shall be 0.9 or better. Series circuit ballast shall be designed for a primary current of 6.6 amp and insulation failure voltage shall be 16KV minimum, The ballast shall be 120, 240, and 208 multi tap. Section 111 - Page 22 111.20P(1)Light Distribution Medium Semi-Cut-Off, Type III 111.20P(2)Low Pressure Sodium Vapor Luminaires 111.20P(3)Fixture Housing Housing shall be of high quality plastic, fiberglass and/or corrosion resistant aluminum. Refractor shall be one piece molded prismatic polycarbonate or acrylic plastic suitably gasketed and hinged, which allows the bowl to be lifted off intentionally but prevents it being knocked off accidentally. the sealing shall have sufficient pressure to seal against weather and dust. The latches shall be made so that the lens assembly can be easily opened for lamp replacement and closed by hand wearing lineman's glove. All parts shall be smooth and free of sharp edges. All mating parts shall fit together easily and vithout strain, and wiring shall be neatly arranged. 111.20P(4)Lamps and Optical System Lamps and optical system shall have the following specifications: Plan Minimum Plan Symbol Lumen Output Light Pattern Utilization 55 Vatt c-cp* 7,650 Medium Non-cut-off 54% Minimum 90 Vatt D-DP 12,500 Medium Semi-cut-off 58% Minimum 135 Vatt E-EP 21,500 Medium Semi-cut-off 65% Minimum * "P" designated fixture with photocell. Rated life for the lamps shall be 18,000 hours minimum at ten hours average operations per start. Lamp lumen depreciation shall be 90% minimum (2% maximum loss). The refractor shall be capable of producing the light pattern and optical characteristics specified. The optical system shall produce maximum usable light with minimum glare. Dirt depreciation factor (D.D.F.) shall be 95% minimum throughout lamp life (5% maximum loss). Section 111 - Page 23 111.2OQ Salvage of Electrical Equipment Salvage of electrical equipment shall conform to the provisions in Section 86-3, "Removing, Reinstalling or Salvaging Electrical Equipment," of the Standard Specifications. Salvaged signal and electrical equipment shall be loaded, transported and off loaded by the contractor utilizing suitable equipment the contractor provides for this purpose. All salvaged equipment shall be delivered to the San Jose Central Stores Varehouse, 1608 Las Plumas Avenue. Contact the Traffic Operations Department (408)277-5515 48 hours prior to delivery of salvaged equipment. Payment for salvaged and delivery of signal and electrical equipment will be deemed included in other items of work and no additional payment will be made therefore. 111.205 Record Plans Upon completion of construction, the Contractor shall prepare and submit to the engineer a set of record plans. These shall consist of clean blue-line construction plans with the items listed below shown in red pencil or ink using City standard symbols and nomenclature. Vhere blue-line details on the construction plans accurately portray as-built conditions, no additional notes or symbols will be required. Notes and symbols placed on the plans by the Contractor shall be legible, accurate and complete. Record plans shall accurately show the location (plus or minus one scale foot), configuration and/or disposition of new and existing features as follows: 1. poles 2. pull boxes 3. controller and service cabinets (showing door swing) 4. utility service connection points 5. detector loops and lead-in slots 6. conduit routes 7. signal display equipment 8. pedestrian pushbuttons 9. luminaires 10. traffic islands 11. lane and crosswalk striping 12. curbs and gutters 13. handicapped ramps 14. other facilities installed or modified by the contractor Section 111 - Page 24 DEC:lr [293] 10/10/90 10/19/90 The schedules and tables on record plans shall also be corrected as required to accurately and completely indicate the following: 1. sizes of conduits and whether existing previously or installed by the Contractor 2. the depth and method of installation of all conduits installed by the Contractor 3. any other descriptive data which may be required to define the complete traffic signal and lighting system Payment for record plans will be deemed included in other items of work and no additional payment will be made therefore. Section 111 - Page 2S ('0 ( ( 810 SCHEDULE ITEM ITEM QUANTITY UNIT TOTAL NO. PRICE \. T r;;) f'f\' c- Co Vl t-ro t LoS. 2. Cle~r,'n'3 ~ Grubb"""'j L.S. 3, RQ.move T rat+','c. Strif'es ~oo L.F. +. A b~l'"'\doY1 Dr~~'n9'3tZ Inle.ts. 2- EA. '7. Re.loc:.~te Fence L.S. ,. R e COI"\~+....u(.t Orjvew~'ts ~2oo S,F. 7. Re-set 11:;): \ bo-,<.es ,'- EA.. 8. Ra-adw ~'t e )(C~"~+i ov\ ~C)c>o c.y. - '3. ASfh~l+ Concre~ T T 'jpe A 2. 020 1-: to, A~ph;)\t C~ ""'u ~t e. J T':1 f' e 6 G50,. It. P~"cW\e.V"\..+ R~\olf\fgyc..,U F. b y i c. \ '1.00 c:,.y. \'2... p:ii)V e wY\ e ~ t o Gr il'\.~I'V\.' \'1.-00 S. y. , ';. Df'_;n~e \n kt~ C; EA \4. M~Vl'nO\es '2. e.A Section 112 t Page 2 Bid Form t a t'. I '. ( ( 810 SCHEDULE ITEM ITEM QUANTITY UNIT TOTAL NO. PRICE \'7. \'2" t< e;",,~...ced Co~..-e+e P"F loo LIF lb. Ad ) ......s t n~~\'*s I I e~. \t. A c:l j "'--.; t V~ lye BC'l(es & M 0 nu me.nts 1I EA. \~ c.~e-k CN- 10 'J-c:l G".,,^- -41 e...... I'?e:;o L.F. . t'1. S .'~'\,oJ ~\ k 8200 $F. '2.D (~ ~. E 1 e c t-y ; c a l L,:), 2J, . Supp(erYIeY't~{ Work LfS, '- . TOT AL BID PRICE Sum of Bid Items 1 thru 2~ I inclusive: Dollars $ (Write bid amount in words and figures) Section 112 I Page 2a Bid Form , b ({I Santa Clara County Transportation Agency An Agency of the County of Santa Clara 1570 Old Oakland Road, San Jose, CA 95131 December 20, 1990 Mr. Bill Helms Engineering Manager Public Works Department City of Campbell 70 N. 1st Street Campbell, CA 95008 SUBJECT: UNION AVENUE IMPROVEMENTS PROJECT PLANS & SPECIFICATIONS Dear Mr. Helms: The subject plan drawings and project specifications were delivered to city offices for review in October. We plan to advertise the project for bids in February, 1991. Your assistance in meeting this schedule will be appreciated. If there is any reason why we should not proceed on this schedule, we would appreciate a written request detailing your proposal. Sincerely, L~ LOU Ht:lNI Assistant Director LM:as [517] cc: Supervisor Rod Diridon, District 3 SAB JLC HK DEC File I L - 'C... S::, '5 P I~-f ,.{ "t\ (( f",)(.. t:- .J e,..:c-::rty o~ '-~. i J-f'\,...~/t:"-.' G'f,-J ,_.Z'f7___ (--rc.~fu~( 5vc4vL) , .....l-> i. D (\..1 c..&> (-" I (/1-1.'. 1..- ~..) ~.. '.r~~., Uvr~ / \ rv~-<'- t.-t> ~. .....,; / ,"1 ~ \' (4 ,j ~- . i/ // \\:j (i Q) ~,C- ;.....:'. \ Board of Supervisors: Susanne Wilson, Zoe Lofgren, Ron Gonzales, Rod Diridon, Dianne McKenna ~ <<:6 Santa Clara County Transportation Agency An Agency of the County of Santa Clara 1570 Old Oakland Road, San Jose, CA 95131 RECEIVED OCT ~ 0 1990 . W Ks/Engineerin; Pubhc or October 29, 1990 Mr. Frank Robles Engineering Technician I City of Campbell 70 N. First St. Campbell, CA 95008 Subject: Union Avenue Improvement Project Bascom Avenue to Dry Creek Road Dear Mr. Robles, Transmitted for your review are the plans and specifications for the subject project, located adjacent to City of Campbell jurisdiction at the northerly project limits. Construction signing and traffic detouring will require work in city areas. Your directions as to any permit requirements is also requested. If you have any questions, please call me at 299-7932. Sincerely, o~c~ DAN COLLEN Project Manager DEC/og [445] Board of Supervisors: Susanne Wilson, Zoe Lofgren, Ron Gonzales, Rod Diridon, Dianne McKenna ~ TO: CHUCK GOMEZ AUGUST 13, 1991 FROM: FRANK ROBLES SUBJECT: PRELIMINARY STRIPING REVIEW OF S.C.C.T.A. PERMIT, CITY PERMIT 91-124 FOR UNION AVENUE BETWEEN SOUTH BASCOM , 300 FEET NORTH OF DRY CREEK ROAD ---------------------------------------------------------------- MOST OF THE STRIPING LAYOUT FOR UNION AVE. AS SHOWN ON SHEET 8 OF 12 OF THE SIGNING, STRIPING, AND ELECTRICAL PLANS ARE ACCEPTABLE. HOWEVER, THE EXISTING CROSSWALK FOR DRY CREEK ROAD AND A PORTION OF THE CROSSWALK ON CENTRAL PARK DRIVE NEEDS TO BE REMOVED AND HAVE A LIMIT LINE INSTALLED IN ITS PLACE. THE LIMIT LINE FOR CENTRAL PARK DRIVE HAS BEEN INSTALLED PER PLANS, BUT A PORTION OF THE EXISTING CROSSWALK HAS TO BE REMOVED. ALSO, THE EXISTING "STOP" PAVEMENT LEGEND ON DRY CREEK ROAD NEEDS TO BE REMOVED AND A NEW "STOP" LEGEND PAINTED AS SHOWN ON APPROVED PLANS. SHOULD YOU HAVE ANY QUESTIONS REGARDING THE ABOVE MENTIONED, PLEASE LET ME KNOW. C\ 1 t - \C; \~ ~~~ .. . ,_........ ~,.J .~~ "1;l! ~ --2-C3( C1. ~ -Z-Gt S. \ ..... ~.. ,- 111:0 1 r ~ rn." I () 0 ..." -4 r .- Xl pi 0.. ,... iii Ja ~ o '-'" en ~.). p-r z:Cilr ::s: c..~f" Olr CJ)o'" (ll-11 n ,-4 (/l~~ -{)-on ~-<)- cJ .- (Q ~:L~ d):-a U1~~ dl'~ .J ,-0 ) . i) * ) .- )...0 ,II U1 /- ". . u MATCH LINE ';' .-", .. >. 1:/: ~.I.t~;' .,;~. . . '; .'j " m ~ ~~.:'fa'" ,.;... .';"", · .... ,.~..~" ~ -< 't&--. ."" ' '~." . ~ :.. -.--~ ' ~ ~ ,OJIQ".cn >,,).').}, - )C '....<..... ~ r -1 ='~ ~ :.:r~'" r, ~, 11 - -..... ~ tI v · ~% Ci' Co ()- "'Q~ ~.~ c:J en ~ -n 1ft .... _ "" > ;Z ""' ti\ ,,. n (/I ..(z = ~ "0 piCA 0 0 % z.... ~ ~ ~CA ~ 0 fit ~ 0 ~OI 0-( fA'....' '> ,.~ C:-.x; .... ,.. -l';'. ,. ~.... . ..,~ ~ ,.t~..."" ~ :. ,- . rn () . ,. ....'r... . '.\. ..^, . rn E .'1F" S+ ....... .,: ";4ptft.' (l 0 ...' ,~,. ".~ ~~~-,:,'.. ,'~:; ,..~'-.;~...~ . " ,,' ~ >;'~.' '1/ " ...... "....'~;.;;t,...'L.......... -- .-&,-, ~~inJ<, ~~ l . ',., , , .'_ "'. ,_~, :.::~.~~~~~'}::-.i '1\~. r::t ~\',~",...,.. "..~, ~..' ,..' ..4l:"",~. _ .t ' ... .. , .\ftP" ~ ' .' .,' ,100"., ..,. ,!. J . () Q::~. ... .-II >11" n .,~.,; ",'.< "'i1i .-i ~ - ", '" -,....... ~ J 0....1',' >'!, r. ~ . zoo ~ 0 111 en ..... "rn (') z -II ~ --f> ~ ~~ 0,- -no (Jl fIJ ua ...f :xl - 11 ~ v % I t I I I , IS' ~ ~ ~ .~ ~ -:? ~ ~. ! ~ '5' I ,f\. l) ~'~ . U ~~ ..' ; ~ I i ~ IS' n 0> I, ~ if ~ la 'I,' ~ ;;~i ~}; .j.' , . ~. '-4-1 ~~,~",".s' <i~;;~:~<,,' *,:<~'~~,.~-;,\ ,~".. ~~.~..:," '",:;~:- .~~:~ .'~' ~ ~f,~~,~i~~'~:'~:: :,It.~ ,~ "'. ~. :...~~"~~.. ......"-1.,.4~.\,',1i'. ~"",!,..r..!:'..,..!~.~~........~ ~,. ~.'9 ~^,.. ~ ., . ,'f,_ '"~,,,"~,.j.l' .... I. ~~. .... .... J.-" )"' _,;4)1 :',. ~ ~l~~'f.. ...... t'" ... ~i .. . .....{.. "':~ t. ..,~ 1(" ..' } ;' .~. '::'1~:'''.~:l ~ . .. ~ "II . 1. ~ .. no jL .: '~ ; . . 'n ' ,.' " ,,' . ' .' , 1"'... ~ ~:'!'~ o ~ It I. _ . ..' . ',~\ "t\. ~ .,' IIT-n #: " I t1 ':Q .. (II III " l ,.. ~ ., -I " Ul ,; '.~,Orl . .-11:U r :- -v f\lrfll 1'\> . ;xIr -,:- -~ z=i (il "" r .,,,,,,,,,,~,,,;";:,........;..:..<f"""-~,f"'!!..i'."":.'" . li ,....". ""'..-::~""~'A.;tC'\~' ~~~".~:;':'~:'~~~'P .."....'. ~(_..,.;'\.~.\ . ...,))~: ~~,::<61'..,:~~ ":>: '~~'\{;.4\.t '";", ;"." .. ," ...:;, . ~, ~)' , .10' "-1m ~ot;; OGlO n,.... )I- " -f 0 III C a '. ,,. . .. ,'. JJ' . . '>... ,; . :. . . ~"'. ~~ .j.' . '<( % ~- )- -f '" . ~ , ... ,,:.~. n. o. -.~,:---- ~--- ~ ,:CI!NTRAI.'PAi K~ [~- -. . ,.... . ',! ., . ::'~D!.. '.R:r. ~IV'. II" <. ,,,.... -. '- .~ _~-~.1~ --~~,~~.~'~~ . ~_ ~ .~'~,i:: .."..-.-.... - -~~ - - ~ -_. . -:~.... ~, .;' '- . . ., "'" ".{' i.''''~ ~".y~ ,- I': .' .. ~ .;,' , ., ".\ . ';''-'. " ~ r';' , to' I J , I 'S'I , ~., . ,., I: ft. ~ ~ c:: 0 C") .. I' ..... - "' :...: ::t 'CII - :i" ~ CD <.D CD .. s' 0 . <.. \'. :"\"1>. i - n . -:n C' . , !' \ \ 18 ' , ~~ ~\ ~.: - G ~ ~ ~ ~ ~ ~ " -.~' ., , ",. ).:0 %:m aU) - .u(-! ~:. ~ ~,~ ..: ?O c III --3:r ~ >- . :n ~ ^- _-f Z:, Cil- x f11 ,'J;. .' . .~~,.:,~~' J' - "'~t?l:;r~';"~ < - . a rl, J11 X - ~j '~.,.r"''' . , a.: o -"..... - :;------ -..... { I- 9;: . :..:, .::::-- ,- - -- ' (j) 1&5 rDRY ';c ", <" ~. .~: " :':':::'~ " "".~i . '\ ""~ ~.1 \. :',RO,.a'D' ..~~;;;.;'-~ t, . .. ' 't't" - - --' .~ -- --- -\ I' . ,. " .', ,*'.." '-, .~,.;~ . ,.. . '0 " " ~.t ~".:' " > ~ ,.~::'~~.~>~; '.,~ ,. t -t~-:t t.. , ..( . , >, . ,'<~:,~(~1 , .' i' :Sj,.~\~:i.:t7'ri"4~ ..., :'. ;#::}1~r~~~'; .~j . , ; ....~~,~. ,',.. .~:~~. ..,. ..f".~;;;'P~~l~~~ ,,-;..~, ;"~~~.~~~0 .', . ,.~.--' "~:':~'.~f~' ~. ~ ~ i. ...~, .' .,:t:G.':r:.. ~,rr~~r , ,~.l.:~~'~' ,..t~:l}' 1'1, ~~"~'~:1t..f~~'~ \ ~.. j' " :" ': :i."t .iJd;;~~~2t-f- ~ . ":- ,: .s,::: " .", ,;r, ~I(~(' ,', .: 'r:..~,.'(. :~'" , ".~":"'."'*'I'~"T.'~"" ,:;,~':t<~;r~l~, . .,;', ,f Y' " ....."... i,' -.l. . CITY OF CAMPBELL ~ " 0\ (~"'~8,,: <, c ~,. 00' ~.. D * ..:. * ~ v - -z,,,. n<:#:-< $[ ,,<'j i: :_t>-''-\ 70 NORTH FIRST STREET CAMPBELL, CALIFORNIA 95008 TELEPHONE 866-2150 PUBLIC WORKS DEPARTMENT . --Na. 01OJlE~u L tu t~U~"l ~lC"'~~~ TO ~C.C-~~ ~~\<l qt--\~ · REC, BY SA-\.. V...~. ~l.i) REC, FROM: · ~\<..\~~ ~~NV\'-\..S \$LA-OO ~o A-ssoLI4~~ <all VtV~ON ft-vG.. DEPT.: PU!o L.t '- ~o f1-~.s ADDRESS: PHONE NO,: · 5s-'} - C. ee. C. . DATE: '0 - ( c::; - 9 \ YOUR COMMUNICATION REGARDING b~ -v A-lo "'- f' (Vt:> 6 L. "'--........... , DETAILS T1t'L N 'V1...J Go A.J S ~ L. -rL..:1 ...,) " .v V "-" I D"J Av ~ Va ~:;, NOr s (... \..- ~ T"D $ ~.,....) TO-.......,J~Os. -cl-1L LA- IC--Irf. !$ /Y5 l ~ HAS BEEN REFERRED TO THANK YOU F HAVE TAKEN UR ATTENTION TO THE ABOVE MATTER. THIS 1S TO LET YOU KNOW WHAT ACTION WE THE SITUATION. DEPARTMENT ACTION DATE: BY: ( 70 NORTH FIRST STREET C AMP 8 ELL. C A L I FOR N I A 9 5 0 0 8 (408) 866-2100 FAX # (408) 379-2572 HEi.MS JOCSON KRU8ER ~~. CITY OF CAMPBEll Department: Public Works June 12, 1991~. " ~ vi-. ~ ",/'17~ Mr. J.D. Maniaci, Manager Design and Construction County of Santa Clara Transportation Agency P.O. Box 61190 San Jose, CA 95161-1900 SUBJECT : CONSTRUCTION OF UNION AVENUE, SOUTH BASCOM TO 300' NORTH OF DRY CREEK ROAD, CITY PERMIT '91-124 Dear Mr. Maniaci: Thank you for your notification concerning the start of the project, dated June 6, 1991. Would you please send this department the contractor's project schedule and any changes to the schedule that you may approve. Thank you for keeping us informed of the project's activities. Very truly yours, Cruz S. Gomez Assistant Engineer cc: Gary Kruger Mike DeGroot Dave Gullo, Police Dept. CSG:cc f:91-124 e Santa Clara County Transportation Agency An Agency of the County of Santa Clara P.O, Box 611900, San Jose, CA 95161-1900 G~ June 6, 1991 RECI.Vii) JUN 1 0 l~~J Public W orbl Enginuering Granite Construction Co. San Jose Branch 120 Granite Rock Way San Jose, California 95136 ~ \.,"i'1' 8"-t~C~~ ~""'\t\ <1.\-\"24- Subject: eons~ruction of Union Avenue between South Bascom Avenue and 300' North of Dry Creek Road, Contract No. 91-5 Gentlemen: This letter will constitute your Notice to Proceed in accordance with the terms of the Contract Documents for the subject project dated April 23, 1991. In conformance with the terms of the Agreement, you will be allotted Seventy (70) Working Days for the completion of the work. The First Charged Day on the subject contract will be May 20, 1991. Contact Paul Strametz at (408) 299-2591, twenty-four hours before beginning work on the site so that inspection may be arranged. /// Sincerely;-; // ,:/- ~--? --? - .-~~.:---~--- ~-~~ ~ - ~ L_---.- -v-- J. D. Maniaci Manager of Construction Design and Construction / JDM:SRT:tns Attachments: EWO Procedures cc: See Attached Distribution List Board of Supervisors: Michael M. Honda. Zoe Lofgren, Ron Gonzales. Rod Diridon, Dianne McKenna ~ Granite Construction Co. -2- June 6, 1991 Distribution List Jennay Harrison, Asst. Civil Eng., city of San Jose Public Works/Transportation city Hall -- Health Bldg. Tracy Harizal, PG&E planning/Reconstruction 10900 North Blaney Avenue, Cupertino, CA 95014 City of Campbell, Dept. of Public Works 70 N. First Street, Campbell, CA 95008 Attn: Permit Inspection, Permit No. 91-124 Preston R. Nichols, Senior Civil Engineer West Valley Sanitation District 100 East Sunnyoaks Avenue, Campbell, CA 95008 San Jose Water Co., 374 W. Santa Clara st., San Jose, CA 95113 Attn: ,Susan Huggins Pam Druid, Pacific Bell, 1531 parkmoor Avenue, San Jose, CA 95128 Bobbie Brehm, Pacific Bell, 145 So. Montgomery St., Rm 119 San Jose, CA 95110 WLK RLR JV ATF DEC JL JAJ PDS GWS SRT MPD SDD CITY OF CAMPBEll ~ ., -.eeRlY HELMS JOCSON KRU6ER 70 NORTH FIRST STREET CAMPBELL. CALIFORNIA 95008 (408) 866-2100 FAX # (408) 379-2572 Department: Public Works cJ>>-cJc ~If f&~5 '1 r ~ May 17, 1991 Hiro Kurotori, Senior civil Engineer Santa Clara County Transportation Agency 1570 Old Oakland Road San Jose, CA 95131 RE: YOUR LETTER TO BILL HELMS OF MAY 16, 1991 UNION AVENUE RECONSTRUCTION, PERMIT NO. 91-124 Dear Mr. Kurotori: Your letter to Bill Helms requested that the City of Campbell allow full closure of Union Avenue between MCGlincey and Bascom for approximately one month to expedite the reconstruction of the street and to mitigate structural and night driving hazards. We cannot allow full closure under any circumstances. Very simply, the detour route does not have sufficient capacity to accommodate the diverted traffic from Union Avenue. While allowing full closure may provide some of the benefits described in your letter, the costs in terms of traffic congestion, traffic safety on the detour routes and disruption of both emergency and normal circulation and access represent an unacceptable price to ask of the driving public and of Campbell residents and businesses. Very truly yours, Gary E. Kruger Traffic Engineer cc: Ted Thoeny Frank Robles Bill Helms GEK: CMBLLETR.282 CITY OF CAMPBELL MEMORANDUM To: Gary Kruger, Traffic Section, Mike DeGroot Date: May 6, 1991 From: Cruz S. Gomez ~~ Subject: SCCTA, PLANS, SPECIFICATIONS FOR UNION AVE. IMPROVEMENTS, BASCOM AVE. TO NORTH OF DRY CREEK ROAD, ENCROACHMENT PERMIT #91-124 ---------------------------------------------------------- Enclosed is a complete copy of plans, sp.ecifications and City permit for this County project, partly with~~~ City. The County has scheduled a preconstruction conference for 10:00 a.m., Thursday, May 9. 1991. Frank Robles and I will be attending that meeting. Please review the plans, specifications and let me know if you have any comments that we can take to the meeting. I will be asking the County and/or contractor to keep the City informed of the contract schedule and responsible parties to be contacted. CSG: sd Enc l. ~~-":.~\~ 12-0t;'~ C-c::;. ~ ~l.C-- f:SCCTA (permits)