Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
RESO 4034
frnmAi RESOLUT/ON NO. 4034 RESOLUTION OF THE COUNCIL OF THE CITY OF PALO ALTO ADOPTING AND SUBMITTING A BUDGET FOR EXPENDITURE OF FUNDS ALLOCATED FROM THE STATE HIGHWAY FUND TO CITIES WHEREAS, a Master Agreement for the Budgeting and Expenditure of Funds Allocated from the State Highway Fund to Cities has been entered into by the City of Palo Alto, hereinafter referred to as the City, and the State Department of Public Works, Division of Highways, hereinafter referred to as the Department; and WHEREAS, the City Council has prepared a project state- ment showing estimated expenditures of such funds recommended to be made during the 1967-1968 fiscal year; and WHEREAS, the City Council has heard readaaidtcpro- ject statement and is familiar with the contents thereof. NOW, THEREFORE, the Council of the City of Palo Alto does RESOLVE as follows: SECTION 1. That said project statement dated September 11, 1967, be and is hereby adopted as the budget of proposed expenditures of the gas tax allocation to cities. SECTION 2. That said project statement be and the same is hereby approved and the City Engineer is directed to sign the same on behalf of said City, and submit it to the Department of Public Works, State of California, in accordance - r • .1 with the provisions of Section 197 of the Streets and Highways Code. INTRODUCED AND PASSED: September 18, 1967 AYES: Arnold, i3eahrs, Berwald, Clark, Comstock, Cooley, Dias, NOES: None ABSENT: None ATT yT: APPROVED: PROVED AS TO FORM: ty litofr;t64-clid (,d d. Gallagher, Pearson, Spaeth, Wheatley. ayor I hereby certify that the foregoing resolution was duly and regularly passed by the City Council of the City of Palo Alto at a regular meeting thereof held September 18 , 1967. • $TAte HIGHWAY ENGINEER Sacramento, California 1 - Revised Cadget Pro 1 No, .____ _ __.. for the fiscal year ending June 30, 19 6 ___ . Date Sep_tembe r 11 r 14 67 ITO BE TRANSMITTED THROUGH DISTRICT ENGINEER) _ A1411.8.. liaxt..__ . . . __. _ District f:neinert Address P.O. Box 3366, Rincon Annex, San Francisco BUDGET PROPOSAL FOR STATE ALLOCATED (SECTION 2107) FUNDS The City of Palo Alto hereby submits this budget proposal for expenditure of funds allocated from the State Highway fund to cities during the 19 67 - b8 fiscal year. All work accomplished by this budget shall be done under the terms of the master agree- ment covering the budgeting and expenditure of these funds as executed on March 13, 1961 (date) SUMMARY OF FUNDS BUDGETED FOR EXPENDITURE Source of Foods Maintenance Other Right of Way Cotlstntctlon' State atlocotsd (Sec. 2107)funds 120, 960 3, 400 396, 166 $toto HIghwoyButigoi Funds • City Funds Other Funds Tool - 120, 960 3, 400 396, 166 (See following pages for details) • includes preliminary and construction engineering. SUMMARY OF STATE ALLOCATED (Sec. 2107) FUNDS AVAILABLE" 0.6251 Apportioned and not budgeted June 30, 1967 Estimated apportionment 1967-68 Total Available Less Budget for Maintenance (2107. 0) Less Budget for Engineering (Z107. 5) Pions, sp.eificotiens end estimotes of cost for each con- ofeuetlor► or Itwpeovemem pealed v.•t( b. sub fitted in eccerda+c. with Soctian 149 of the $tr.bts and Hi5krtoys Code prior to o.lvectising er commencing wort{ by Joy labor. ••Attocn addivorof Y'.rye if fowl" 'poet 1s needed for ►ttie summary. $ 120, 960 7, 500 0.7251 515, 532 209, 100 724, 632 (128, 460) Total funds available $ 596, 172 $ienoture authorized official H. M. Witbeck A. J. Mitchell Cit _Engineer City Controller Official Title IrOIM µC-1! 3 64) Rev. -1- Ms;M,ITENANCE (Permissive maintenance defined in Section 27 (o), (b) avid (c) of Streets and Highways Code, os amended 1959) General maintenance Project No. 91 By State (per maintenance agreement) (Signals) (Lighting) (Signs) (Striping) (Outer) (Strike out inappropriate items) ' Total Maintenance Description of worst and locations: ii►ttsndonca of t. T. 1. C. (pr e1tratt':f i,!rdk t;.: •t:'.� Section 207.5 !,.,::4±) OTHfbR • Amount $120, 960 $120, 960 Amount .2. PROJECT STATEMENT 11111 P OPOSED IMPROVEMENT OF SELECT CITY STREETS (Us. Separate shed ler oath project) Palo Alto DESCI LPTlOM Oregon Avenue Pedestrian Overcrossing (Project 82) Ham —Street _ 3egInnlrg and end of proposed work - - mug Bayshore Freewa1r adjacent to Oregon Avenue Interchapge mostly within State Right of Way Length in Mlles -- Construction of reinforced, precast and cast -in -place The proposed work consists of� concrete Pedestrian Overcrossinj, walkways ant ferrelini, pervM4, eoostructin j who and /ntterre, eta.) lighting. And total estimated cost Is $ 141, 500— , including ongiorterirns. TRAFFIC Ed hourly traffic velum* approaching intersections will not emceed capacity of proposed street for martin traffic and for traffic ton freers hence. (Ref.: Dlvislc4n of Highways Chewier Lefty No. 53.42) (YES) (NO) U N0, explanation given en Page t. • RIGHT OP WAY Estimated costs 3, 400 To Ito acquired by (City) ($tet.). Present width 0 feet. Proposed width 10 het. • Total width provided by eat -mocha (present). ft. (proposed) �!>�Tt1UCTtO1( 138,100 Estimated coats (inclning engineering). Supervision of cartstructten end constriction ernglnsorleg. (City) (Stet.). S pervltion of preliminary ongin.oring. (City) (SW* GEOMETRIC SECTION (Rel.t Topic 4.01 City sand Cooperative Projects Moroi of Instructions) Number and width of traffic Imes Width of curb potion' lanes Median Width Width of curb off -sets width of turning limos Teal width betws.n.xterior curbs (both) .- IiYIST 1t:0 r - PROPOSED POSSIBLE FUTURE DE,fI.0PMeNT r ' Rt. r -Lt, Lt. Rt. U. Rt. , �, Lt RE. Lt. j R._- R.cso. for 1.ss than desirable widths explained on page 4. STRUCTURAL SECTION' Pavement thickness and type Base thickness and type *Typos: BS — bituminous seal, AC— asphaltic concrete, Other DORY seC-ts (3-64t Rs.. 1�8 — aggregate base, A$ - aggregate sub.bass —3— RMAS— read-raiz asphaltic surface PCC — Portland cement concrete CTB — cerrm+nt treated bgse 111/14011;:LC 0F FUNDS • - State AIkcatad - (See. 2107) ninth Ric fl or vraY CO":,YvetC+l: 6r• 3, 400 138, 100 .-......torts 141, 500 City Funds County funds . i!ete llIQlnwoy I'udnrl Fund• Other Funds Previously Iju.tg..tsd �._ ... c?Jitlenal Funds to he Budve►.I - TOTAL . 3, 400 138, 100 141, 500 'Includes preliminary had construction engineering. i PROPOStD TYPICAL COS SECTlO:' (Far use w6 -r• opplicn ice) Pow structural s"ctiere and 9.t."1„-tric Addi Ioncl Remarks: (explain spacial financing, bclis et Fend pro? .rt'ani r, rrGSOR+ fen, i'r s than .t^'ir(Sle wl�'4s and tMcknescos, ,1.-ciat aa„ :rrrctnan t,aiur^ '.'c.) -4 . 1 r • PROJECT STATEMENT PROPOSED IMPROVEMENT OF SELECT CITY TREET$ (Use separote she,: for each project) Palo Alto DESC1:IPTION N:m. of Shoot Arboretum Road (Project 92A) _ - Beginning and end of proposed work _ Quarry Road to Willow Road (Citya Length in Mites 0. 19 Base repair and structural resurfacing The proposed wont consists of (Grredinl, paving, oa+atractin j curbs mad jatterar And eclat estlreated cost le $ 17, 604 , Including croon TRAFFIC Estimated hourly traffic volume approaching intersecilons will not exceed capacity of popased Woof for current trek and fa traffic ten years hones. (Ref.: Division of Highways Circular Lotter Ne. SS -42) (YES) (NO) ff PIO, expianotlon Ohms s to Page 4. .ADT now 9, 300 Design ADT 14, 000 glt-1HLOP WAY Estimated cost $ To be aequt:ed by (City) (State). 0 Present width 120 foot. Proposed width 12 0 foot. . Total width provided by est-backs ft, (present)., ft. (proposed) f tlJRUCTtON Estimated cost $ 17, 604 (including engineering). Supervision of ccestrvctlon end construction englnsering. (City) (State). Supervl+ion cif pr.Sletlnary engineering. (City) (Stott) GEOMETRIC SECTION (Rol.t Topic 4.01 City cad Cooporatiw Prs)scts Marvel of Instrvctrwss) Number and wldt%t of traffic lanes Width of curb perking faros Median Width Width of cub off -sits Width of turning Imes . Total width between **tartar curbs t (XISTIitO PROPOSED POstRaLE p1JTUR! DEVELOPMENT 4 •• 12 4 - 12 4 w 12 Lt. Rt. Lt. fh. Lt. Rt. , 8 0 : 8 ._ 0 8 0 20 20 • 20 Lt Rt. Lt. # Rt. • 79 79 ) 79 • Rsosons for lass than desirable .ridtite owpkilned on pogo 4. STRUCTURAL SECTION Refer to deflection study. T. 1. 8.5 Povtment thickness and type Bose thickness and type *Typos: BS — bituminous seal, C asphaltic concrete, O POWs ssc.is (34) se.. EXISTING PROPOSED (Tentative', 0. 17 AC Add. 17 AC 0.83 AB AB — aggregate base, {q$ sggregoto sub -bass d3X 5 S— road•roir asphaltic srarfvca PCC - Portland cement concrete CTB — eemont treated bq.. s • V)tt::C.0 OF F11tiDS . Sint. Alk.c'end (Sim 2107) FIIitd5 RIC•tITor-yAY r ctr'.-rtiftyt: �utc� . . i 17,604 17,604 City Funds County reads ••••••••••••..11W-•••••••••••. r... Srolo Fiitlt+>iroy f'uaav1 Fundt OIIii r Funds Prayleusly Doilvt:d Additional Fund* to he Bvdpnte I TOTAL e- 0 17,604 I 17,604 `Include% preliminary -tn I cortstructlor, er+gInearints. PROPOSSD TYFICAL C~O'rS sEvn') (For use wh're appItcbI-) (Shen structural s*c+inn and q.,. "'trlc d-'ril-) 1 , Additioncl Rcenor&s: (oxploln spacial finonclr;, bells of fund rrov:P" 1^r i.nrs th.7tr t"'ir4Irr wleli end thlcknessos, sr•cinl Can;trvtt'on f t' s'�•) • ' PROJECT STATEMENT *POSED IMPROYEMEttT OF SELECT CITOREETS (Use separate far each project) Palo Alto (Cihl DESCRIPTION Charleston Road (Project 92B) Name of Street - Beginning and end Alma Street to of proposed warn Road" SAS}ee att., +►t;14 Longth In Miles 1. 12 The proposed work consists of Base repair and structural resurfacing (Grading, proving, oonetrarting eterb* end duties., .fo.j And total estimated cost 1s $ 65, 178 , Including englt+eering. TRAFFIC Estimated hourly traffic volume approaching Intersections will not exceed capocity of proposed street for current traffic and far traffic tea years hence. (Ref.: Division of Highways Circular Latter 11,. 58.42) (YES) (NO) if NO, explortatton ghwn on Peg* 4. 'ADT now 8, 000 Design ADT 12, 000 PIGMY OF WAY - Estimtoied cost $ 0 To be sequined by (City) (State). Present width. 86 feet. Proposed width 86 foot. Tool width providedhy sat -hocks (present).. ConsTRUCTfo'I Estimated cost = 65, 178 _ • (Inelttding enginsaeing). $upervielon of construction fad construction.npineerin9. (CIty) (comet $uporylolen of pr.11minery ongineoring. (City). 4)X GEOMETRIC SECTION (Ref.: Topic 4.01 City end Cooperative Protects Manual of Instructions) ft. (proposed) Number end width of traffic linos width of curb packing ions Median Width Meth of curb off -sets Width of turning lanes . Total width between extorter curbs Reasons for list than desirable widths STRUCTURAL SECTION' Refer to deflection study T. 1. 6.5 Pavement thickness and type Bose thickness and type a Typos: BS - bituminous seal, AC- asphaltic concrete, ,* Ot MC.111044 RO... gXISTINO PROPOSED • POSSHIILE Minna D1:11lLOPLLttT 4.11 4-11 4-11 Lt. Rt. L.f. Rt. _ Lt. Rt. 8 " s 13 8 . tl 8 d 0 0 Lt Rt. Lt. Rt. i , 60 60 1 60 explained on pogo 4. EXISTING PROPOSED ITonatetvei . 17 AC Add .17 AC .67 AB AB - aggregate bass, -AS ., oggregete sub.bass adrac —7- WARS— roc •inhe atphaitic su+f 2:4 PCC — Portland cement cantina CTB — cee+nnt treated bias Sg11;;CC Oir PUrIDS . • Slats Aflnoes.1 - (Sec. 2107) Fi+ads la;c'u1 OF WAY Cr •Sr:111C 71: ,i• • tati! - - - 65, 178 - 65, 178 City Funds County rands .....— _ 'Mato I11glrwoy Fudart Funds Other Funds Preylovely litelpnted ^ .f;=tditlannl Funds to be Budgnt•d TOTAL. 65,178 1 65,178 'Include: preliminary and constriction enginsaring. F tee .�T PROPOSV L' TYPICAL Cr.QSS iECT1^.`► (Far vie wh:ree opplJccrbl•) (Show structural x••clion and g'r:Nt,^tric Additfoncl Remarks: (explain special financing, bveis of fund prO;):'eisconl.e. rres9s. {n. i►._ then el- :Ir410 w{`'Ns and thleknescos, 1Jwci'! C!+f�:iri'cl n fiinur m!c.) _8.. OEltitiPTiOH Nome of Street @eplrinirg and end 1110 PROJECT STATERIENT 4111 PROPOSED IMPROYEMEtiT OF SELECT CITY STRUTS (Use separoto stem for oath project) East Meadow Drive (Project 92C) Palo Alto wag of proposed work Middlefield Road to E. Meadow Circle Length In Min 0.5.1 the proposed wok consists of Base Repair and structural surfacing_ (Grading, faring, constructing curb* fend Ottors, eta.) - Arid total estimated cott is S_ 20, 131 . including engineering. TRAFFIC Estimated hourly traffic volume approaching intersections will not exceed capacity of proposed street for current traffic and for traffic ho years hence. (Ref.: Divisttat of Highways Circular Lesley No. SS.42) (YES) (N0) If P10, explanation Om on Pope 4. 'ADT now 7, 800 Design ADT 11, 700 RJGfi1OP WAY Estimated cost $ 0 To be acquired by (City) (State). Pasant width. 70 Het. Proposed width - 70 feet. .• - Total width prsnided by set.banks _......r --ft. (pns., ). ?!STRUCTW 1 20, 131 Estimated cost li (incfuding inglnsseb g). Supervision of ca strz+dlen sod construction engineering. (City) Wife). Supervf,son of preliminary engineering. (City) !e) GEOMETRIC SECTION (Ref.: Topic 4.01 City end Cooperative Projects lrlanue) of Instruction) Number and width of traffic lanes Width of curb parking NM, Median Width Width of curb ofd sots width of turning longs , Total width between crone► curbs EXITING PROPOSED 41.. --- POSSIBLE FUTURE DEVELOPMENT 0 2-17 2-17 2-17 Lt. Rt. Lt. Rt. Lt. _ Rt. 8 8 8 8 • 8 1 8 '" 0 0 • 0 Lt T RI. , Lt. I Rt. I 1 i i �. 50 50 50 i Reasons for less than desirable wtdtk* STRUCTURAL SECTION Refer to deflection study T. 1. b. 5 Pavement thickness and type Base thickness and type *Typos: BS - bituminous net, AC- asphaltic concrete, her PORN MC -Is i.'- 4) 0 +. ft. (proposed) explained on page 4. EXISTING PROPOSED (TeMettoel ' -. 17 AC Add .17 AC .5&.75AB -A$ - e2grepate base, •. aggregate subbase RMAS- reod•mis aspholtie surf at. PCC - Portiorid eem*nt concrete CT$ - Cemin) treated tiros 5011;:CC OF FthiDS . !Writ ar►rAy co•v si1C4t .•• Intl r - Veto Mervin./ - GScc. 2107) hods $20, 131 $20, 131 City Funds County runes State Nlpiwey Fudcrt Funds Otlt"r Funds Prevlevsly ilu•iit'+ted tAiltlenol Funds to he 0udpnted TOTAL $20, 131 *tocludes preliteln ty .:ul constructive englneatlnp. I_ $20, 131 t-. 4.� PROP OSCD TYPICAL Cr.0% SE:31 t . (For use whirr o,ppI ccrS14 (thaw structurol ,•"ctinn and a•x^r trlc d-`ril-) A441 ncr Rcrn?Ilts: (explain sp3eiol Fincrttinl,.br!is of hind prc,p_.tPeni.e, rrovvI !"• i^: s then 4^slr,0;.te end thlcicnesies, sr_`int !!t•) X X ...10_ PROJECT STATEMENT *POSED 1UPROVEMENT OF SELECT C(TOREETS (Use separate slier: tar each Project) Palo Alto DEfCLlt'T10N Fabian Way (Project 92-D) Nonce of Shoot • Beginning and end Charleston Rd. to E. Meadow Drive of proposed work - Length In Milos 0.49 Base repair and structural resurfacing The proposed on:A consists of (Grading, paving, constrovtind carba end inters, etc.) And total estlmatsd cost le $ 39. 766 , Including englne.ring. TRAFFIC Estimated hourly traffic ro(uao approaching intersections will not exceed copocity of proposed street fax currant traffic and for traffic ten yeas hence. (Ref.: Division of Highways Circular Letter No. SIF.42) (YES) (NO) WHO, sxplanatlon given en Peg. d, ADT now 13, 000 Design ADT 20, 000 RICHTOP WAY Estirr►ated cost $ 0 . To bo acqu(:od by (City) (State). Pressttt width 86 foot. Proposed width 86 foot. - Total width proridod by set -backs (preseaet). tf�,CT„ 3�R1171ON ft. (proposed) 39, 766 £ttt(motted cost $ (including engineering). Supervision of construction cud construction englnaerIng. (City) flitiarif. $vprvl.Ien of prslitninory engineering. (City) (D GEOMETRIC SECTION (Ref.( Topic 4.01 City and Cooperoti Itwnbet and width of traffic Imes Width of curb parking lanes Median Width Width of curb off -sets VK(dth of turning lanes Total width between extwior curbs E USTINtl PROPOSED ►OSSl5LE PUTURt DEVELOPUCHT 4-11 4— 11 4— 11 Lt. Rt. Lt. Tit. Lt. Rt. 88 8 8 ' 8 8 Lt R.. L+. Rt. 60 60 60 Reasons for less than desirable widths explained on pogo 4. STRUCTURAL SECTION' Refer to deflection study T.1 8.0 Povsment thickness end type Base thickness and type *Types: BS -- bituminous seal, AC— asphottic concrete, Othor FOtOM tK•11 (3. 4) R... AB — earalote base, AS .. ogg►esot. sub -base -11- RMAS— road•mix asphaltic se•ra.+ PCC — Portland content concr.t. CTB — csment treated brine Soti;:CV' OF EUI1D! . Sint' Allet., ,J • (Sec. 2107) Folds Qic•tii Or WAY CtP•'S1:HICII: "• 1tM! $39, 766 $39, 766 City Funds County rands *hate Hilibetoy I'udcrt Fund• Oiler Funds Previously Liu•tivtzct /:ciditinnal Funds to be I3udtoted • `- Y�tAsA. $39, 766 1_$39i766 •Includes preliminary and construction enpineatinp. PA./ FROpOSCO TYPICAL COS SEC71O' (For tole wh:;w opplfcabl*) r• (Show structural s«elan end q'i^e.-tr{e d -'rile) 1, 2 Additioac./ Rcrnatks: (explain spacial financing, bo!it of fu;td pro?-rrltgrtivie, reas,e1 fn, :n'i tllaw ;:-•i►41e wlt'itl and thicknessoa, sp•cin! v.v.:trt-.tlan fuaii,r-:, ale.) • PROJECT STATEMENT 411/ PROPOSED IMPROVEMENT OF SELECT CITY STREETS (Us. separate sheet for each project) DE!C(.tPTIOM Hanover Street (Project 92E) Name of Street Orglnnikg and end of proposed work California Avenue to Page Mill Road Palo Alto (Cit j Length in Mlles 0.23 Tiro proposed work consists of Base repair and structural resurfacing (Grading, wait, cxwtrrsctin' curbs and taffies, toter) And tool estimated cost is $ 13, 100 , Including engineering. TRAP1-IC Estimated hourly traffic volume approaching intersections will net exceed capacity of proposed street for current traffic and for traffic ten years hence. (Ref.: Divisttie of Highways Circular Letter Ne. $.J-42) (YES) (0) If RO, explanation given on Pogo 4. ADT now 7, 500 Design ADT 11, 200 RIG)1T O P WAY Estimated cost; 0 To be acquired by {City) (State). Present width 60 feet. Proposed width 60 fort. • • Teel width provided by set -backs -----ft. {portion!).. Estimated cost $ 13, 100 (including engineering). Supervision of cc t nation and constrnettor engineering. (City) (5ifaik). $tjp ,vieton of preliminary engirrearing. (City) (4,,a4 GEOMETRIC SECTIO14 (Rsf.t Topic 4.01 City end Cooperative Prolscts Manual of Instructions) ft (proposed) Number and width of traffic lanes width of curb parking lanes Median width width of curb eff•sets Width of turning lanes . Total width between exterior curbs rJtISTINO PROPOSED POSSUM! 111 Mgt DEVELOPMENT , 2 - 12 2 - 12 2 - 12 Lt. Rt. Lt. 1 Rt. Lt. Rt. - 8 8 8 18 8 8 0 0 ' 0 . ' Lt 1 RE. Lt. i Rt. : 40 40 ) 40 Reasons for less than desirable width. STRUCTURAL SECTION' Refer to deflection study T. 1 7. 0 Pavement thickness and type Boss thickness and type *Typo*: BS - bituminous seal, AC -,asphaltic concrete, Other "ORM MCC -13 (344) rt.,. explains,' an pogo 4. EXISTING PROPOSED (T..flu tv.) - Add . 17 AC .67 AB A8 - aggregate bass, AS -. omega's subbase �c .13- RMAS- road -min as surra:a PCC - Portland cement cancrsr, CT8 - cement treated bgse SOIi;:C.r OF FUNDS . nfr:i: or rrAY turd (Scc. 2107) Fu+ul& $13, 100 $13, 100 City Funds County funds Stale i1111+vroy l.uctnrl Funef Oihi'r Funds Proviovtly DuAnfttsd i.cidttIonol Funds to be 13udpntsd TOTAL $13, 100 •includes prelirninnry ,nd construction eng1ncsring. PRC POS.1D TYPICAL. COS S1rCTIOZt (For use wfw_rc opplica31-) (Show %tructurot r"ctinn end rev:IF-Mc d^trill) jj $13, 100 • Additionel Rc,narks: (oxploIn spsciol finoncir;, beefs of fond rres..go tc• :.:s than =• .,1141' WIi'hs end thicknesses, sr•Cinl c , trt aeon faaiw^ :, •c'c.) -.14» • PROJECT STATEMENT PROPOSED IMPROVEMEtIT OF SELECT CITY STREETS (Use separate •keel Ito eoch projocs) Palo Alto (Cfty7 DESCtttPTSON Name of Street Lorna Verde Avenue (Project 92F) • Beginning and end of proposed wait Alma Street to Emerson Street and Middlefield Road to proposed West Bayshore Road Length in Mlles 0.85 The preposed++ork consists of Base repair and structural resurfacing (Grading, paid, awl:in:wing curbs and guttere, etc.) And totol estimated cost is $ 29, 106 , Including engineering. TRAFFIC Estimated hourly traffic rotors cpproscblr►g Intersections will not exceed capacity of proposed street for current traffic and or traffic ton Ywrs lance. (Ref.: Dlvlsire of Highways Circular Letter No. 5'.•42) (YES) (NO) if k0, explarrat;on oven cn page 4. ADT now 3, 700 Design ADT 5, 600 RIGHT OF t7AY - Es9lmatsd cost $ 0 To be acquired by (City) (State). Present width 60 feet. Proposed width 60 Test. - Total width provided by sst.ba+dcs (presemM).. ft. (proposed) canntflCi(?iz Estimated coat $ 29, 106 (Including er►glnestInr). $uporviaia, of crats"ructlan and tonstioction engineering. (City) (State). $upervielon of preliminary engineering. (City) (State) GEOMETRIC SECTIOM (Ref.* Topic 4.01 City and Cooperative Prolects Manual of Instruction's) Number and width of traffic lanes Width of curb perking letter Median Width Width of curb offsets Width of turning lanes Total width between exterior curbs EXISTING PROPOSED p 3$ksLRr /uyuRT DEVELOPMENT , 2 - 12 2 - 12 2.12 Lt. Rt. Lt. Rt. Lt. Rt. 8 . 8 8. 8 8 8 _ 0 0 0 Lt R. Lt. i _ Rt. 1 40+ 40+ l 40+ Reasons for less than desirable width,' explained on page 4. STRUCTURAL. SECTION' Refer to deflection study T1 6.0 Pavement thickness and type Bose thlckcness and type 'Types: BS - bituminous teal, AC- asphaltic concrete, Oth.t fORtr mC•t4 0441 R... xX3 C ..15.. EXISTING PROPOSED (T+,nt.tty) - . 17 AC Add . 17 AC .50 A9 - aggregate base, 4S - enraged* sib -bas. RMAS— road -mix asphaltic sumo:• PCC - Portland cement toe+trst• CTB - cement t,eet.d bgee SOtt::t.t OF FONDS . • Sinte A!lec,+`rd ' (Sec. 2107) Foul', RIC•tli ur vay cir.i.ati,tci1..a• 106 stlrl l $29, $29, 106 City Funds County rands State H101twoy 1'udct••t Funds Other Funds Previously Du' 'Ied : trtditionel Funds to be Budgeted _ . ` TOTAI' _ 1_.z io&_ $29, 106 • In:Iudes prolienlnary and construction englnearing. PA? ------i- 1• PROPOSED TYPICAL COS SlwrT1O' (For use wh.re eppl?ccbl-) (Show structurot section and tit.ty-trio d-trile) PsIN Addititnc' Rcraarl&s: (explain special financing, bests el firad estw: k' Secs than :1- tir41e w!J'h• end thteicneseos, c ,l,trc•etion •-16- DESCItIPTIOta None of Street reginnittg and end of proposed work • PROJECT STATEMENT PROPOSED IMPROVE/ADO'OF SELECT CITY *RESTS (Use separate inert for each project) Middlefield Road (Project 92G) Oregon Avenue to Loma Verde Avenue Palo Alto Length In Miles 0.71 Base repair and structural resurfacing no proposed work consists of (Gredina, proms, corsatracfinS curba and dances, •to.) 37, 498 h+ciudt en rnesrl And total estimated cost k $ g ng. TRAFFIC Estimated hourly traffic volume epproacbtng intersections will net exceed totocity of ptopesed stnoo$ (sr current *talc and for traffic ton yoars hence. (Ref.: Division of Highways Cireoleu Letts Ids. 53.42) (YES) (NO) if NO, explanation given on pogo 1. ,"ADT now 14, 500 Design ADT 25, 000 R1C.kT OF WAY 0 Estimated cost $ _ . To be oequlrod by (City) (Stole). Present width 65 & 86 feast. Proposed width 65 & 86. foot. - Total width provided br eat -hocks -ft. (proton!).. -4. (propoi.d) cOMTRUCTIt 37, 498 Estimated coat S (including engineering). Supervision of caatttnrction and canstrstctlon engineering. (City) (State). Supervliion of preliminary engineering. (City) (Stat.) GEOMETRIC SECTION _ (Ref.t Topic 4.01 City and Cooperative Projects Manual of Instructions) Number and width of traffic Ions Width of curb parking lanes Median Width Width of curb off•aete Width of turning lanes . Total width between exterior curbs EXISTING 2-12 & 4-11 Lt. I Rt. 8 8 0 41 & 60 Reasons far less than desirable widthx explained oft page 4. STRUCTURAL SECTION' See deflection study for Project 85 T. 1. 7. 0 Pavotnent thtcY..neee and type Bose thickness and type 'Types: BS - bituminous geol. AC- asphaltic Other ;Oast IIC•1a (MA Mew. AB - aggregate bass, AS cggregots sub -base PROPOSED Same Lt. Rt. 8 l 8' 0 •Lt I Rt'. 41 &60 UR! DSEYER.OPil!Tiil Same Lt. 1 8 Rt. 8 0 Lt. j Rt. J 41 & 60. RMAS- Portland coolant asphaltic a tco rsets?. PCC CTB -- cetwent treated hiss erg. -17- • SOtl;;(C OF RAIDS . Scots Allrckg. A.1 (Sec. 2107) Fwd nir.ii1 Or WAY City Funds CI`"aY:nlCil II• Writ ..,�� ter.. ....�....� $37, 498 $37, 498 County Funds State Hitkwcy Sybil Funds • Other Funds Previously t uvlpAtzd • I.clditlonal Funds to be eudpited TOTAL $37, 498 $37, 498 `latludes prellmine!y grid construction engincsrinp. a g: • I PROP OS':D TYFICAL craSS srize t (Far u'o wh::w oppl!crSl)) (Show structural slctina and ;•)cr'-tric t -'rii•) F ,•{ Additionel Rci iur&s: (explain spacial Einanciw bc!is or f„rd p1G7-KtjOR:^Q, rrGSf4! fn• ,n-i than •t- •lf'$ll walls and thicknesses, sr•ciot c.,01trt• cltnn i�uiur� •.tc.) -4. . • PROJECT STATEMENT PROPOSED IMPROYEMEtlT OF SELECT CIT TREETS (1Jse separate skeet for each project) DESCI:IPTi01d Miller Avenue Name of Street (Prolei' Rz N) Palo Alto (CH,) 8e2innins and end 100* S. of Monroe Drive to 50 f N. of Del Medio of proposed wcsrk Length in Miles 0. /1 The proposed wont consists of Base rezair and structural resurfacing (Grading, paring, conctrtctind curbs and date za, etc.) And total ostimats.4 cost Is $ 9_:_1b9 , including engineering. TRAFFIC Estimated hwirly traffic volume epproocislr•.g intersactiar,' will rat exceed capacity of proposed street for current trr;ffic and ftr traffic ten ya=rs Ines. DIvisic.n of Highways Circular Letts? No. S8-42) (YES) (NO) if ' Or ezplct.-,atltm Olven on Poi. 4. ADT now 1,400 Design ADT 2, 500 Estimated cost $ 0 To be a aired by (City) (State). Present width 60 foot. Proposed width . 6o foot. Teta w1 + provl8cd b . set -backs _.........._ft. (poseur). ljSTi?tiVirt N Estlstcta:I cost $ 9. 169 (including engineering). Supervision of cr urtruatian owl cementation onginoorinp. (City) (Stets). $tvarvision e+f preliminary crpimeariny. (City) (State) G'V.OaTe.1C SECTIO:i (Ref., Topic 4.01 City and Cooperative Projects Manuel of Instructions) Number and width of traffic: lanes Width of curb parking Imes Radian Width 'IYldth of curb oN-set• Width of turning Imes . Total width between exterior curbs Reasons for less than desirable widths STRUCTURAL SECTION* Refer to deflection study T. 1 5. 0 Pover:sant thickness and type Base thickness and type *Types: OS — bituminous seal, AC— asphaltic concrete, Other Ft. (proposed) E:CLSTIN4 PROPOSED _ POSSIBLE FUTURE DEVELOPMENT 2— 12 2- 12 2- 12 Lt. Rt. Lt. Rt. _ Lt. Rt. , 8 8 8 8 1 8 8 0 0 ' 0 • f 'Li R. Lt. 1 Rt. I , i 40 40 40 explained on pogo 4. EXISTING PROPOSED (Teerorive) -BS Add . 17 AC .5 AB A8 — aggregate base, -A$ oggregote sub -base "Yr'_`- 141:- —19.. RIMS— teae•ta ospl'.attic sorb^.r FCC Portland cement cancrets CIO — tea+int treated be)se FOkM MC.I$ 044 R,,. SOIl;:Cr OF FUI'IDS . SW* AIlrru`rol (Sec. 2101) Fuitd�• Rlc•cn Or KAY Cir'.17:,ltt1i:.1 fatal. $9, 169 $9, 169 City Funds County Funds Stale Iiltthvrcy Pu t Fund' OttiPr Funds Previously Duilantzd t.rlditionol Funds to be ua i Ped TOTAL • In_ludes prolln+inry .n,1 construction ctightening. Mei 9, 169 1 $9, 169 PIP L .. PROP OS' D TYPICAL C-.OSS S2CT1O0 (Far use wh:re 4ppItcabl-) (Show structural s..ctinn and 9'r^r"^trlc Additi'snc! Rcmarics: (explain special finoncirg, boric of bond prop-•It'orr.ci, r*r9^nt lc• s than A• wIt•. 7 and thIcknesies, 3r- n! ���,, ;►r► :1�or l±uiur^ :, ''•t•) • .+ ; DESCI:IP110 Name of Siroot 8epinnirg and end of proposed work o PROJECT SIATE1.tE,4T • PROPOSED IMPROVEMENT 0r SELECT CITY STREETS Palo Alto (Use separate sheet for loch proiecil Wilkie Way (Project 92-1) West Charleston Road to Adobe Creek Length In Miles 0, 27 The proposed work consists of Base repair and structural resurfacing (Grcdind, parsind, conatr ctiaf cr.Tua and 6vttssa, etc.) Arid total estirautt3 coat 1s $ 11, 329 , including ongireering. TRAFFIC Estlimated hourly truffle valmte approaching Intersections will not exceed capacity of proposed street for current treble and far traffic tan years banco. (Rcf,: Dlvlslc..i of Highways Circular Letter tdo. Sf?.42) (YES) (k'0) If NO, oxpk:,otlrn gives' on Pc;e 4.: ADT now 1, 200 Design ADT 3, 000 ELMT ©F wAV Estinat^d cost $ 0 To bo acquired by (City) (Stets). Pnaant width feet. Proposed *kith b0 foot. 60 Total wirl7h proYliod by sst-backs ct:V'SJ'FIUCTIC'f Ertirsvtad cost $ 11, 329 (incic3tng engineering). euporvlslc i of cens`ructlon and coneirscticn ensfnsvrini. (City) (Stott). SupATIOon of prelbinary ongfnoerii. (City) (.'tots) GtO.'SiETI:IC SECTION (Rots Topic 4.01 City and Ccoparotive Pro)scts Monusi of Instructions) ft. (present). ft. (proposed) Number cod width of traffic lanes Width of curb parkins fang' Medlar+ Width Width of curb off -sots Width of turning lanes Total width between exterior curbs EXI TitlG PROPOSED POSSI8LE FUTURE DEVELOPMENT 2-12 2-12 2-12 U. Rt. Lt. Rt. Lt. j Rt. " 8 8 8 8 ' 8 t$ 0 ,i • 0 Lt Kt: Lt. 4 Re. i j 40 40 40 Reasons for less than desirable widths explained on page 4. STRUCTURAL SECTION* Refer to deflection study T. 1 5.5 Pavomont thickness and type Soso thickness and type *Typos: 8S - bituminous seal, AC- asphaltic concrete, Other ?ORM i1C•1D (-4) i'.r. EXISTING PROPOSED itovallvli - .17 AC Add .17AC .67 A13 119 - aggregate base, AS oggregote sub -base Ain: -21- RMAS- rend r+Iw asp raltic sL*t.:• PCC - Portland cement carscret• CT8 - cement treated beise DESC1:MPi1O 4 Name of S:rcot PROJECT STATEMENT 1 PROPOSED IMPROVEMEt1T OF SELECT CITY STREETS (lis* separate sheet for each project) Wilkie Way (Project 92-1) Palo Alto • Deglnnicg and end et proposod work West Charleston Road to Adobe Creek, L.npth In Miles 0.27 Base repair and structural resurfacing Th. proposed work consists of (Gtcdina, pawn., cart.acrinj curbs end junera, eta.) Ana total eslimotad cost 1s S 11, 329 including ongtnewtng. TRAFFIC Estimated hourly traffic vol=e cppraachlng Interuectir ns will not oxcood capacity of ptopos.d str.at for current hails and for traffic tan yccas in'tnco. (Rc(.: Dlvislci, of Highways Circular Lotter Ph. 53.42) (YES) (1 0) If ED, explcnatiorl phr:.n an Page 4.. ADT now 1, 200 Design ADT 3, 000 per. pp WAY Estimatod cost $ 0 To be ocqulmd by (City) (Stat.). Prsoont width 60 foot. Proposed width 60 foot. Total rti'tlt proyldarr l y set -becks .-......_..h. (present). ft. (proposal) .5 nLLCJICA Estit:scta4 cost $ 11, 329 (lock:ling engtne.ring). Supervision of ccas"nr.dtiarl and constntctkn engineering. (City) (Stets). $uporri"ion of preliminary onginooring. (City) (iitaie) GEOMETRIC SECTION • (Ref.! Topic 4.01 City and Cooperative Prolscts Manuel of Instructions) Number and width of traffic lentos Width of curb parking latter Malian Width Width of curb off -sots Width of turning lanes . Total width boiwoon exterior curbs . 1 IN PROPOSED POSSIBLE ?UTUR! CEV2LCPHENT 2-12 2-12 2-12 Lt. Rt. Lt. Rt. Lt. Rt. " 8 8 8 8 8 0 0• 0 ' it RI'. Lt. ( Re. 40 40 40 , Roosons for lass than doeiroirle widths .xpialned on STRUCTURAL SECTION* Refer to deflection study T. 1 5. 5 Pov.rtent thickness and type Eos0 thlckn.ss and typo *Typo*: BS - bituminous seal, AC- asphaltic concrete. Other Pogo 4. EXISTING PROPOSED trot issue) . 17 AC Add .17 AC .67 A13 .AB -*wage* boss, AS oggregot. sub -base RMAS- toed•m1r asp holtic sw*v:• PCC - Portland esm'nt corer''• CTB - cement treated tie" FORM 41C-10 (3-N1 R... ,: -21- • $ 13;:tr o FUI•IAS • - - .._..... _. _.. . Stole AIItes nil (Sec. 2107) Food.; fit(uil 'yr HAY Clr••:.•r:r'Irgl:.,• -.. . Irmo. _. . $11, 329 $11, 329 City Funds County runds State I•liilllwoy I'v1a t Funds Othr.r Funds Previously Si,e`tpnitd 1:ttdillonal Funds to he l3udpwtet9 . TOTAL • $11, 329 $11, 329 • Includes preliminary ,1 construction endincarinp. PA? Q PROPOS D TYPICAL C •VSS $E :TlMt (For use wh;:e *pp'icaSI*) (Shaw structural Fectinn and gn^r"-tric I Addi►i.,nc1 Rcr,aricx: (explain special finencino, beeis of frond p►op.•rirarte r, rrason- te• :^: s than 't^•ir,A.rtr wig';•: and thicknesses, ar-cin! cve ;tr:•ctIon A'c.) • Xy -22- DEsMI:IP119N Marne of Street Beglrnfrg and end of proposed wort; ( Previously approved for Section 186 funds as Project No. .85 1) • PROJECT STATEMENT • PROPOSED IMPROVEMENT OF SELECT CITY STREETS (Use separate +meet for each project) Park Boulevard (Project 92..J) Stanford Avenue to El Camino Real Palo Alto Wiry/ See letter of 3/23/67 Length In Mlles The pawsed work cortslete of l3ase repair and structural resurfacing (Grading, purind, canstrectins cc.7ba end gamier, eta.) And tctal.stImat:d cost Is i1; _ . ._ , Inctvclfng ongtnsafng. TRA1~1i1C Estimated hourly tratfic velum, c,ppecashing Intersoctions will riot .rased capacity of proposed street far current traffic end for traffic, ton years Dense. (^sf.: Divisive a1 Highways Cfrevlar Lotter Pia. 53.41) (YES} (KO) 1114, oxpl=ratle.st yttvcn on Page 1. l;, r„MY Eatirrutvd cost S 153185 _ To be ocaui:a3 by (City) (Stets). Present width feat. Propassd rsidth . fest. • - Total width provided by ast-becks _ ft. (prase -:O. ft (proposed) cO` hilt" 1yy Et:tirratod cost $ — 15, 185 (including engineering). Supervts;cot of coas /teflon pad construction engineering. (City) (State). $tnervielon of prolicilnary orglneering. (City) (State) CEGMETIIIC Sf•,Cf1Oti (Rof.t Topic 4.01 City end Ccopsrative Praises' Manual of Instructions) Number and width of traffic Ian** Width of curb parking fans MMSedlan Width Width of curb off -sate Width of turning lanes . Total width between *mortar curbs Fittnitlit PROPOSED POSSt9LB PUTURI DEVELOPMENT , 1 Lt. Rt. Lt. Ph. Lt. Rt. , r \ Lt R. Lt. 1 Rt. .__.� ! --a i ... i - - 44 1 _ . Reasons for less than desirable wid►hs explained on page 4. STRUCTURAL SECTIOti• Pavement thickness and type Bose thickness cord type *Typos: BS — bitva+inous seal, AC— asphaltic concrete, Other FORM uC•t6 (7-441 R.r. PROPOSED ITeetettvel AB — a34regate bass, As aggregate sub -bass xac —23— RUAS— toad•+nts asphaltic sorfat• PCC — Portland cement concrete CTB .. cement treated bgse r 0 soil;:f C OF FUI.1DS 5tote Allkcioa.1 (Sec. 2107) FIA1tif rnctii or n'.Y City Funds County ('unds CC, '11:PnC 71 "• 1. 1 $15, 185 $15, 185 State fllnhwcy ru:inet Funds Other Funds F'ro' iotoRly tl+i,In°+tzd ialilitlonol Funds to bo Ciudptted loryommiamo TOTAL. . `Includes preliminary wnd construction engin►atlnq. I $15, 185 [.$15, 185 PROP fS.D TYPIC/I. C*0SS SEr71V (Far u'e wh:r* oppllcnbl-) (Shaw structural p.••ctinn and 9•v^n"-tric Additioncl Rcr..ar/4st (exploin spacial financir;, bcs:s of kind r•r-""' to• :.:s th r. 4• •.jr4le wit':+• and thicknesses, tir cin! c!,o;trrstien f'u14r^ e!c.)