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42/60 W. Campbell Ave. (86-05) L!) (j) N M ex: 0 >- UJ > a: :::> CJ) 0 Z « ~ UJ CD 0 0 0 ~ W CD 0 ~ 9 -C{ -tJß NI ~, \\)~,. "~Lf'Ý\ 12:r-Jl:JHj~~Il\ ~ ~\61'L. [117 Or CAMMhZLL lêe; G;,~LI Di\TI ( N ~"'llJ~tý / Í-AÑM Or- 11()Ù&,,\J . w -¿ lè. CA Mpð!CI..L /J./ 'DLA-t\- M ~ H~LM', ~) 0 '\ /0 (/ f¥\ \L ~}O'JC:" ~ H ~ 'í? E: --( ^ I rJ \~\\ (\;1 ¿/ó .p 61-rtl 1111/1 T ¡..¡ \. ti ëLÐ. ~J ruJ ,z...¡ Af~ Mi~1~IN{C \iÐL~ r<~Q.Q¡I~D fû C:: ..J~û\.; I ð A "{ ~ I-!\~ 'T ~o '?A"'-C.~U: (A ~¡~ 50S" -:1 ¡-4ß~. (;2..) I ~ '"TO ÛI\J¿ P~M:..I:!. L At ~~o.¡;] I (L\?O Ç,úL ¡.kl f)¿Je: LiJ;> C\'\ ~I-.J 7' p~~ ¿[' , '1k'~Tt!"¡~7~ 7'. Jë \'Vlt< ~ L,Jf~\ ILë-L~~LL"7 AtPo.üJ\d) wrv í t4-\ i L.,Q..¡~ [0 L. \ t\ j:I. -¿ l W J l...Jg J:j t L....... ~éL I ù 'Tit ¿ Fi el...¡~ .î" J¡è...Je 'Ý \;JiUUc.. \lVI~lti~TH";- ~I.:k-r ¿,,~ "..A;;G~C. AtJ~ th.J~ A ~I/\¡A-\- PAILL.L:L.. MÞ.t" J~ Yc.~tL- O?Fi,Ú telL- Yc.JJ.L- æe'Jt~lJ /.J 4 Fu ~ ~v~d(.f D~L O~scc..-t' Ie '1:; HAv'e /J, R.~LQ¡\¡,.ÙGÚ fh-~'l.c..cr"L..- /'i1Ai \,.~ \ '" 14"~ bO ~ /'c-Y-f (V¡!:.:>ÚM J;v'r 23 41 ~ Ç/jlt., ~~ ~a., 95008 408 379-3178 PUBLIC ~S PE~IT ISSUANCE CHECK LIST ~ ~ ~ 1 "RlnQ~~') e.... ~ Public Works Permit No. ~l.~ 44.- ~~c ~~ City of Campbell ~ Applicant section complete E-t H e!~ Zr.:l Hø. i~ þ:fI.o OZ fI.oO H QE-4 f;16 HH 0...:1 ø. f;1p.¡ ~--------------------------------------------------------------------- Applicant signature and date ~ Permit Application fee, $35.00 for R-l, $50.00 for standard, paid. Receipt number It¡ i"6 7 V Plan check depos~r. $~O.OO for standard only, paid. Receipt number I Þ ............. Five sets of improvement plans sub~itted ~Bond for faithful performance, 100' of City Engineer's estimate for standard only, posted and appropriately noted Amount $"'~800-:: Form ~r o~ LD. #\.\4--.q~4\1!o.<øs. ~l'" , ~Cash Deposit: $200.00 for R-l; 4' of FP bond, $500 min. for standard, posted. Amount $~",CQ Receipt No. -""l4--'=::.. ~ermit fee of 7' of FP bond, $35.00 min., paid. Amount $ l-"l ~G- ðO Receipt No. -, 4-e.... ~ Worker's compensation information received for Applicant (see Information Sheet for Public Works Permits) e!E-4 ZH ~~ r.:Ir.:I ~ø. He! e!Z ZH ~Q ...:I fI.oH 00 ~ø¡ UÞ: ~g P tnÞ: tnr.:l H~ Þ:r.:I 0...:1 fI.o ~ QU f;1Z H~ Ptj f;1tJ All other Public Works requirements listed in the Con- ditions of Approval of the development. . - ---------------------------------------------------------------------------' Worker's comp and Contractor's Information received for Contractor (see Information Sheet for Public Works Permits) E-4 {jH z~ <r.:I pp.¡ tn ~~ 2ft Q~ ~iÈ HP pp.¡ ~fJ Certificate of Insurance with Additional Insured's Endorsment received from Contractor (see General Summary of Insurance Requirements for Public Works Permits) Three sets of off-site plans, stamped APPROVED (Tract or Development and Public Works Permit number and property address on plans) Permit signed for City Engineer WHEN AU. OF THE ABOVE ITEMS ARE COMPLETE, PERMIT MAY BE ISSUED Issuer: Initial and date and file with permit UPON ISSUANCE, INITIATE PLAN CHECK DEPOSIT REFUND CHECK REQUEST. 6/88 f/permchkls t .- .----...------- MEMO To: Bill Helms From: Jim Penoyer S'_lbJect" UNDERGROUND UTILITY DISTRICT " -- Karti Arrnanrl called late yesterday ~f"terr'Clclrl, ¡Aug. 10 abclut the property at 42-60 Campbell Avenue. As a condition of approval of their request for extension we are requiring them to grant an easement along the easterly property line for public utilities. The easement will De necessary to provide underground serVlce to units currently being served overhead that are located south of Karti's proJect. We anticipate that the pole provideing the existlng overnead service will be removed in the underground district. Karti is concerned about what condition the property will be in if PG&E irlstalls the service after the prclject has bee!'"1 built. I'n order to avoid the problem he is offering to install the conduit as part of his project. To do that he needs to know what our requirements are. Maybe you could have Dave find out what will be needed when he talks to Jim Lauth. If you agree let me know and I'll tell Karti we' 11 get back to him. , í CITY OF C1\MPßEll 70 NORTH FIRST STREET CAMPBELL, CALIFORNIA 95008 (408) 866-2100 Department: Planning November 12,1986 Mr. Warren Jacobsen Warren Jacobsen Associates 274 E. Campbell Ave. Campbell, CA 95008 RE: ZC 86-05 42 and 60 W. Campbell Ave. Dear Mr. Jacobsen: Please find enclosed copies of the adopted ordinance and approved plans for the above referenced office project. The City Council's action on August 5, 1986, included the development schedule indicated in Exhibit "B". This pro- ject approval is valid for that period of time and is subject to the conditions of approval. If you should have any questions regarding this approval, please do not hesitate to contact the Planning Office. Sincerely, ARTHUR A. KEE PLANNING DIRECTOR .4//( J- i (', TIM J. HALEY PLANNER II TJH:lj cc: Bruce Hodgin, Forty-Two West Investments, 106 W. Campbell l ~ ORDINANCE NO. 1605 BEING AN ORDINANCE AMENDING THE ZONING HAP OF THE CITY OF CAMPBELL, CALIFORNIA (ZC 86-05 ). The City of Campbell does ordain as follows: SECTION ONE: That the Zoning Map of the City of Campbell, together with amendments thereto, is hereby changed and amended. Said amendments being outlined on the map attached hereto entitled Exhibit A. SECTION TWO: This Ordinance shall become effective 30 days following its passage and adoption and shall be published once within 15 days upon passage and adoption in the San Jose Mercury News, a newspaper of general circulation in the City of Campbell, County of Santa Clara. PASSED AND ADOPTED this 5th day of Aug~ vote: 1986, by the following roll call AYES: Councilmen: Ashworth, IX>etsch, Watson, Podgorsek, KotCM'ski NOES: Councilmen: None ABSENT: Councilmen: None ::~ ICHAEL F. KOTOWSKI, MAYOR APPROVE. > ATTEST: ~~p ~ #~,ø-u. Louise B. Pen a , Deputy City Clerk . , " I \ '" JI( ." ~ ~ ~ ¿c 86-05" E~J lrI 'r~j LL- I I ;; ~-- ~." '." A_. '----:---- --,- r - --- - _. ...:. .r- .1-. "', I: r=-¡ ; ! I ; L II!: I fi: ¡ I . g"'.'!:c- '! . - - L- n.....- J1 :~-¡-- . . .. ~ ~ ' "I, <I :1 I , I (' I ) II .' . ~ ) 3 a ~~ I ~ .. " ¡ / I ---' ò ~ ¡ Ani -, - "- - -- ORDINANCE NO. 1606 BEING AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF CAMPBELL APPROVING PLANS, ELEVATIONS, DEVELOPMENT SCHEDULE AND CONDITIONS OF APPROVAL FOR CONSTRUCTION OF AN OFFICE BUILDING TO BE LOCATED ON PROPERTY KNOWN AS 42 & 60 W. CAMPBELL AVE. IN A PD (PLANNED DEVELOPMENT) ZONING DISTRICT. (APPLICATION OF WARREN JACOBSEN, ZC 86-05). The City Council of the City of Campbell does ordain as follows: SECTION ONE: That the Zoning Map of the City of Campbell is hereby changed and amended by adopting the attached Exhibit A entitled Plans and Elevations; Exhibit B entitled Development Schedule; Exhibit C entitled Map of Said Property; and Exhibit D entitled Conditions of Approval, as per the application of Mr. Warren Jacobsen for approval of plans, elevations and development schedule on property known as 42 & 60 W. Campbell Ave. in a PD (Planned Development) Zoning District. Copies of said exhibits are on file in the Planning Department. SECTION TWO: This Ordinance shall become effective 30 days following its passage and adoption and shall be published once within 15 days upon passage and adoption in the San Jose Mercury News, a newspaper of general circulation in the City of Campbell, County of Santa Clara. PASSED AND ADOPTED this roll call vote: 5th day of August , 1986' by the following AYES: Councilmen: Ashw.::>rth, Ibetsch, Watson, Podgorsek, Kotowski NOES: Councilmen: None ABSENT: Councilmen: None ~/~' APPRO: -t.< - "CA MICHAEL 'F. KOTOWSKI, MAYOR ATTEST: ~ ;l3-~ Louise B. Pena, Deputy City Clerk 1í} RECOHìœrmED FINDINlJ..> FILE NO: ZC 86-05 APPLICNJT: JACOÐSmi. ~.:. SITE AJDRESS: 42 & 60 W. P.C. r~G.: 6-24-36 C~Œ'DELL AVr:.. 1. The proposed parkin~ facilities indicate a parking ratio of 1:229 is considered adequate. .... ,. The building design llith modifications as reco7'Woended by the Architectural Advisor are acceptable. 3. The proposed office use is consistent with the Professional Office use sho',.m 0:1 the La:1d Use Ele:1ent of the General Plan. 4. The proposed buildin~ setbacks are those typically required of a residential use. co:mITIO::S Of. APP~OVAL: ZCS6-05 A!'I'LICA:~T: JACOßSO:i, ,:. SI7E A~D~~SS: 42 & 60 w. C~lPBELL AVE. P.C. ~~G. 6-24-36 The applicant is notified as part of this application that he/she is requireè to Meet the follo\ling conditions in accordance with the Ordinances of the City of Camp~ell and the Laws of the State of California. 1. nevised site plan indicating improved buildin~ entry to be submitted to the Planning Department and approved by the Planning Director upon reco~mendation of the Architectural Advisor prior to application for a build in:; per:'1Ít. 2. Property to be fenced and landscAped as indicated and/or added in red on the plans. Landscapin~ and fencing shall be ~)aintained in accordance with the approved plans. 3. Landscaping plan indicating type and size of plant material, and location of irrigation systeM to be submitted to the Planning Department and approved by the Site and Architectural Revie,:y Co:n..,ittee and/or Planning Co:n..,ission prior to issuance of a building permit. 4. Fencin~ plan indicating location and design details of fencing to be su~rnitted to the Planninß Department and approved by the Planning Director prior to issuance of a building permit. 5. Applicant to either (1) post a faithful performance bond in the amount of $10.000.00 to insure landsca~in~, fencin~, and stripinß of parking areas within 3 ~onths of co~pletion of construction; or (2) file written a~reement to complete landscaping, fencing, and stripin8 of parking areas. Bond or agreement to be filed \~ith the Planning Department prior to application for a building permit. 6. Applicant to sub~it a plan to the Planning Department, prior to installation of PG&~ utility (transformer) boxes, indicating the location of the boxes and screening (if boxes are above ground) for approval of the Planning Director. 7. All mechanical equipment on roofs and all utility meters to be screened as approved by the Planning Director. 8. Building occupancy will not be allowed until public improvements are installed. 9. All parking and driveway areas to be developed in compliance with Chapter 21.50 of the Campbell Municipal Code. All parl~ing spaces to be provided with appropriate concrete curbs or bumper guards. 10. Underground utilities to be provided as required by Section 20.16.070 of the Ca71pbell !!unicipal Code. co:mITIœ;S OF APPYtOVAL: ZC86-0S APPLICN;T: JACOBSO::, l~. SIT: ADD1't~SS: 42 & 60 ~. C~Pß~LL AVE. P.C. f:TG. 6-24-36 PAGI: 2 11. Plans submitted to the Buildin~ Department for plan check shall indicate clearly the location of all connections for underground utilities including water, sewer, electric, telephone and television cables, etc. 12. Sign application to be submitted in accordance with provisions of the Sign Ordinance for all signs. No sign to be installed until application is approved and permit issued by Planning and Building Departments (Section 21. Ge. 030 of the Ca~pbell ~lunicipal Code). 13. Ordinance Ho. 782 of the Campbell Nunicipal Code stipulates that any contract for the collection and disposal of refuse. garbage. wet garbage and rubbish produced within the limits of the City of Campbell shall be made with Green Valley Disposal Company. This requirenent applies to all single-family dwellings, multiple apartment units, to all comMercial, business, industrial, manufacturing. and construction establishments. 14. Trash container(s) of a size and quantity necessary to serve the development shall be located in area(s) approved by the Fire Department. Unless otherwise noted. enclosure(s) shall consist of a concrete floor surrounded by a solid wall or fence and have self-closing doors of a size specified by the Fire Department. All enclosures to be constructed at grade level and have a level area adjacent to the trash enclosure area to service these containers. 15. Applicant shall comply with all appropriate State and City requirements for the handicapped. 16. The applicant is hereby notified that the property is to be maintained free of any combustible trash, debris and weeds, until the time that actual construction commences. All existing structures shall be secured by having windows boarded up and doors sealed shut. or be demolished or removed from the property. Sect. 11.201 & 11.414, 1979 Ed. Uniform Fire Code. FIRE DEPA.:.~T'.,n::NT 17. Provide automatic sprinkler system for all areas of the structure. including parking areas beneath the building. PUBLIC uo~r~s DI:PARTIŒfn 10. Submit three copies of on-site grading and drainage plan. 19. Obtain an excavation permit. pay fees, and post surety for all work in the public right-of-way. 20. Dedicate additional right-of-way to realign curb, gutter. and sidewalk. BUILDING DEPk~TI'ŒNT No comments at this time. * * * EXJII!3!T B STAtIDARD DEVr:LOp!Œ:n SC!!!:DUL!: FILE NO: C 86-05 APPLICANT: JACOBSm~. t!. SITE ADDImSS: 42 & 60 t~. CAlŒBELL AVE. 1. Construction to be8in within one year of final approval. 2. Construction to be co~pleted within one year of starting date. NOTE: Above Development Schedule is a standard used by the Planning Department when applicant has not submitted a schedule for his project. TRAFFIC IMP ACT STUDY FOR FORTY TWO WEST OFFICE PLAZA IN THE CITY OF CAMPBELL, CALIFORNIA FOR: FORTY TWO WEST INVESTMENTS THE WILSON ENGINEERING COMPANY June, 1986 INTRODUCTION: " The following report has been prepared to document and analyze the traffic related impacts which would accompany construction of a 20,098 square feet office project in the City of Campbell. Existing operating characteristics of the adjacent roadway network are reviewed. The roadway network is re- evaluated under conditions which first assume completion of other projects in the surrounding vicinity (Heritage Village) alone and then in conjunction with the Ç>roposed project. Finally, traffic mitigation measures are suggested where warranted. The analysis focuses on the peak hour operating characteristics of the intersection of Winchester Boulevard and Campbell A ven ue adjacent to the project si te . PROJECT DESCRIPTION: The proposed project would consist of the construction of 20,098 square feet of office space at 42 West Campbell Avenue, immediately west of Winchester Boulevard, in the City of Campbell. The project would include 31 on-site parking stalls and a single point of access would be provided to Campbell Avenue. The site is located on the southerly edge of Campbell Avenue as indicated in Figure 1. EXISTIN G SETTIN G: Local access is provided to the site by Campbell Avenue as indicated in Figure 1. Campbell Avenue is a major east/west arterial in the City of Campbell extending easterly through the central portion of the City and westerly towards the City of Saratoga. It is fully improved in the project vicinity with curbs, gutters and sidewalks on both sides. Two through lanes, separated by a raised concrete median, are provided in each direction adjacent to the project site. Exclusive right and left turn lanes and signalization are provided at major intersections including at Winchester Boulevard. Just east of Winchester Boulevard, Campbell Avenue becomes one way eastbound functioning as part of a one way couplet with Civic Center Drive. Winchester Boulevard, located approximately one third of a block east of the project site, is a major north/south arterial in the City of Campbell. The roadway is improved with two through lanes in each direction separated by a raised median at intersections. Major intersections along Winchester Boulevard are signalized. The existing peak hour operating characteristics of the intersection of Campbell Avenue arid Winchester Boulevard were reviewed in the form of a level of service (LOS) analysis. An LOS analysis provides a standardized means of quantifing an intersection or roadway's operating characteristics by relating traffic volumes to theoretical capacity (v/c ratio). The potential LOS range from A to F with A representing the best or free flow conditions and F the worst or jammed conditions. A description of the various LOS are provided in Table 1. Table 2 provides the results of the analysis . LEGEND 000 = A.M, Peak Hour Trips (000)= P.M. Peak Hour Trips j- J ~l Raised Medians \j\ Campbell Avenue .', » m :s CD ~ Q) 'H 'H Q) I-;¡ 1\ \/ (7) 45---., rl ( 38) 9 PROJECT SITE PEAK HOUR PROJECT RELATED TRIPS ThE WILSON ENGINEERING COMPANY '0 :... m > Q) ~ ~ 0 çq N ~ '~ " M M ~ Q) +" CD Q) .>:: () c .,-i :s ! l ! M M DRAWN BY CHECKED BY I JOB NAME SCALE +rï(2) M '--' DATE FIGURe: NO, 1 LEVEL OF SERVICE A B C D E F Source: TABLE I DESCRIPTION OF LEVEL OF SERVICE FOR INTERSECTIONS DESCRIPTION Free flow (relatively). If signalized, conditions are such that no approach phase is fully utilized by traffic and no vehicle waits through more than one red indication. Very slight or no delay. Stable flow. If signalized, an occasional approach phase is fully utilizes; vehicle platoons are formed. This level is suitable operation for rural design purposes. Slight delay. Stable flow or operation. If signalized, drivers occasionally may have to wait through more than one red indication. This level is suitable operation for urban design purposes. Acceptable delay. Approaching unstable flow or operation; queues develop, but are quickly cleared. Tolerable delay. Unstable flow or operation; the intersection has reached ultimate capacity; this condition is not uncommon in peak hours. Congestion and intolerable delay. Forced flow or operation. operates below capacity. Intersection Highway Capacity Manual. HRB Special Report 87 vlc RATIO 0.00 to 0.60 0.61 to 0.70 0.81 to 0.90 0.91 to 1.00 Over 1.00 Table 2 Peak Hour Levels of Service Peak Hour Existing Existing Existing Percent + + Increase Heritage Heritage In + Critical Project Volume V/C LOS V/C LOS V/C LOS % A.M. .54 A .55 A .56 A 1.1 P.M. .90 D/E .921 E .925 E 0.4 V /C = Volume/Capacity, LOS = Level of Service Review of Table 2 will indicate the intersection of Winchester Boulevard and Campbell Avenue currently operates at an LOS A during the morning peak hour and LOS D/E during the evening peak hour based on August, 1985 traffic counts. IMP ACTS: Trip Generation: Trips which would be generated by the proposed project were estimated using Institute of Transportation Engineers trip generation rates for office developments. Based upon these rates, it is estimated that the proposed project would generate approximately 356 vehicle trips per day of which 54 would be completed during the a. m. peak hour and 45 during the p. m. peak hour. It was further estimated that 85 percent or 45 of the a. m . peak hour trips would be inbound with the remaining 9 outbound. Eighty five percent or 38 of the p. m. peak hour trips were assumed outbound with the re maining 7 inbound. Trip Distribution: Project related trips were distributed to the surrounding roadway network assuming 25 percent would be to and from the west on Campbell Avenue, 25 percent to and from the north on Winchester Boulevard, 25 percent to and from the east on Campbell A venue and the remaining 25 percent to and from the south on Winchester Boulevard. The a. m. and p. m. pek hour trip assignments are shown in Figure 1. Review of Figure 1 will indicate project oriented traffic from the north and south on Winchester Boulevard and from the east on Campbell Avenue will be required to make a U-turn at the intersection of Campbell Avenue and Jeffers Way or Milton Avenue and enter the site from eastbound Campbell Avenue due to the raised median inCampbell Avenue. Capacity Analysis: As stated earlier, project related impacts to the intersection of Campbell Avenue and Winchester Boulevard was reviewed in terms of an LOS analysis. The scenarios reviewed assume existing conditions (August, 1985, Heritage Village Condos at 40 percent occupancy), existing plus approwd project (Heritage Village at 100 percent occupancy) conditions, and exiSting plus approved plus proposed project conditions. Review of Table 2 will indicate the intersection is projected to operate at an LOS A during the a. m. and LOS E during the p. m. peak hour when the Heritage Villages project is fully occupied. Construction of the the proposed project would not reduce either the a. m. or p. m. peak hour LOS and the vie ratio would be increased by less than one half of one percent during the p. m. peak hour. The intersection would continue to operate at an LOS A during the a. m. peak hour. Thus the project is not anticipated to have a significant impact. Site Access: As stated earlier, access will be limited to right turns into and out of the site by a raised median in the center of Campbell Avenue. However, the median currently ends just west of the project site and there may by a propensity for project oriented traffic, westbound on Campbell Avenue, to attempt to make a U-turn at the end of the median to enter the project site. A No U-Turn sign should be installed at the end of the west end of the median facing east. MITIGATION Provide a No U-Turn sign at the westerly end of the median on the west approach of the intersection of Campbell Avenue and Winchester Boulevard oriented to westbound traffic. Critical r ,vement Analysis: P' \NNING otersectiOD 11)'N('J';:1~'l.:'(..r,"~"~I,¡ . Problem StatemeJIt 1~,"'\I'f,('-.)r. Sœp 1. IdÐlti/y Liøæ G«Imetry Step 4. Left TI11'II CIwt:k ~ ---3 ~* .Ie' i: ~~ ~00ì¡;';"" 11 ~ ~~ ~ ~ Ii 0 - ~- ã. - or- It ~ ~~ri~ J_. Desip Hour A IV\, ADDftI8CI'I 2 3 4 &. N....-r ,,¡ CÌI8IIII -- .., ... b.J.át_~ 08"'~ I.. c..GIC RatIO d. 0.......-. .-- ... Co 1.ti1 IW8 ca~- ..... .. .,.- C. 1.át t8II ~ ill ",.. ",. ci I- 1.á1 tWD .-- .. ".. II. 11 .-- >..... II'!' 'I ) f1! IS"" 2 I"-ti/~ Y øiIø8rs, in vph , 5,." 5. :.~ I... Y /ÑIIIne.f, ~ ~ ~ ~D8Cft 3 :: ~;; ~ -;.~~~-~ 3 L . . . ql '\? \ .. = .. i.:r . i I ¡ ~iJ =:..", tI~~ ~~ ~~ .Æ:~ 10 ~ ~'\..J: 3- 3 Ž .\. ~ 1--\'\-'1) ž a - - 11~ ~ - a a. I' ----' ?/ 2: ~T. q. ~ < "-" q.~ìf ~r :: ~ ~_-h ~1~ ~..bl Sœp J. JdGttIh PIwøiJq I ~<i I I I I I I I I 1 1 I I , I A1 - A3 + A2- 1M t 81'- 83Î .m..J .. l- S tq ÓG. CritiøIl Y øåønG, ÍII vpIr (two pit.. .".) ~~tlA-'L ~ . i I~I Sœp 'b. J'ø/uml! A.dil.. t~"5.J.Jor MIIitiphtz2 Siptli '^-.." . Po8ibIe 'V --- AO;..d PraiI8- Cnuml c:.rr,owr ~ PIIuc ' v -- 10 8Gt V -- 1ft "",n - m ... , ~ Sœp 7. Sum of Critiall Yo~1D )1'D . !r~ .' 1,~il . '..j~ \ - = 1Wt ".. Sœp B. l~ Lncf of S ØVÏI% l.....-c ~ i .... TaM 6) 1 t¡¡;'¡t" \ ~ ' " CD Sœp 9. R«(1I ("W.ùø~ .~ 1 1- ¡OK Qaap SipaJ 0... V -- 0..... C ØIIIIIIÐItS Critical I ..Jvement Analysis: P aterseetioD \1)rl\ ('JI;"""~'t. /-(""f".j~i,; , Problem Statement 1;"""_""",",, - jc;,,¿ -~"",;;' \1 \A~~5. SIq 1. ltiøti/J' ~ ~ Sl. 4. Left TI11'II CMdc SIq 2. JdøltiJJ' JI ølJøna, in vplr Sœp 5. Am,n Liøw YolIønes, invpå ~:+~;~: 3 L IN ~ ~1,~ 'N 11 ~ \1~ ~+- -~ ~ 2 1'l¿\~ ~ i c ,~l ~~~t,(r ~.bì ~~:3 ~ ~ --:: i ~~frl j. """,...... . "-- .- - ~ ~ ~I~~ ADOfO8CI\ 3 .. AT. qù TH. "'-,q"J- ~ T. Q~ . . . .. -.. c: ;: .. ~ L.T. qt¿. TH. 1~ AT. '1¡.) ~4~ ~D'ub ; æ ¡ Stq J. ltiøtiJy Phabtr I ~~ I I I I I '" - A3 + A2- .. + ., r IDÎ .82J .. l- ~ 4WCf\ 2 3 ¿ &. N....., 01 d888r -- IIII' .... b. I..ál - CQI8CIIY .. àI8IIIt I88n8i. N 18. ~ c.G/C ~ Ra.. 2 d. o".iIII ..... ~ IB".. C It. I..á1 l81li ca.-mr. - ...... . . C. I..át t8II ~.. Ib-CI ¡. I..át ....... . IB".. 1L.1s~>-... .., II ) f1! S œp - CritÎI:IÚ JI øbøJws r ÍII vpÍI (two pIIIIX 6ÏfI8l) ~ ~___n L ~ . I. 1 I~I ~NNING Desip Hour C1 \ Nì I SIq 'b. YoiIIIM Adir..A-J.lor M~ SipøJ ~.. , P.8i81c v 0ÌII8C Aö;..a Proò881e CnUD! c:..rr,...r c:.-A Pbuc ' v OÙIIIIC 10 8GI V -- m """ !It8Ir ID .... ~ Sœp 7. Sum of Critit:tú Jlolløna 74~ .-,J.L.' it:; .1'1 =~".. Sœp &. JIIUIWt:tiøn LneJ of S ØYiœ c...-n S. '7 ..at T.... 6) 1~r 171~' //7 ',[X] SIq 9. Rft"Øl-.ún~ ~ na:: 0I8IIF SipaI c... v -- 0IaIIF CDIIUfIÐftS Critical; )vement Analysis: P' \NNING atersectioD \ ' I I ' , , 'dl \ (~;';:~~~ '{ ..r,":~¡,; , Problem Statement ,~" I"-~ ,. þ.Ç><)'~ ... i),~~~",.,. Sœp 1. 1dÐUi/J' LiøK ~ Step 4. Left Tunr CMt:Jc Sœp 2. ldørtiJ}' Jf øbørta, ÏII vph StI!p 5. .ltm". Limt! Jf OÍIØIIG. iIIvpIr I\~,J' L ~~ ~ ~~~ IN ~ ~'b" IN _.c .c ' _.c i i \q,\~ \<i")+- i Q. - ., :) 'L-.... r ¡¡ ~ v \(j) ~ < ~ \-,~r ;(r or. ,,1/~ ....,--.h-:: ~ ~ . 1.....J.l ~W:3 ~ -~ ~ : ~ ~ - ~ S! - )(- 2 : -=: ~ ,: j~~~1 ! i I O-ì"::r-' -: ~¡~~ , I . . . .. -.. c: = ... ~Dra.V 3 -. AT. \01 "... ~1' loT. q(p .~ A&IIIra8Cft 2 3 4 &. Na8ÌI8r ol dInIr -- .. ... b. J.át t8nI C81IIIICIIY ,. c8I8II8r -.L. 111"" " GIC Ra.. d. o"..iIIa --- ...". II. 1.IÚ t8nI ~,. ..... .. .,. C. J.át ... C8..-ay .. .". Ib-.) J. lAIr t8nI --- . ...". h. 11 ..-- >.... Ity tl >"" loT .JQL 'TH. ÎO8 ~~~ Sœp J. Jdørti/}' plttø:Øq IsL I I I I I I "1 - A:S + A2- .. t .1 , I13Î -.-' .. l- s tI!p 6G. Critit:IIl J' obana, ill vpft (two p/ItI2 .".J ~;. ."L ~ . II l-lrl Desip Bour Þ-, Yt 1 . Sœp 'b. Jf~ Adjmt..--J.jor M u/tipiIII2 Sipli 01.6 i.p Poaiòle ".: ..... Äd;..ä PTaòeo:. Cnum ~ c:z-¡ PII8Ic ' v om- 10 8Gt V -- III ...ft It- III .... , Sœp 7. Sum of Critiaú Yoåøna \~ I - !.ß"7 .' '~¿'èj . ~ 1, = 1 L.~ .". StI!p I. l~ Lnei 0/ S Ð'VÏI:I! (88tI8ft S. i ..a i... 6) 1~/..) r~1i;J~ \ I¡~ '. ŒJ StI!p 9. R«fIJiI("9.løIf ,~ ~ 0... SipaJ 0... v--~ C tRIIIIIÐIØ " ~~,~~;.;. \ }.J ~g:-rÚI/ \J()!.,,1""~':' :. . (1~b/Ît7"1þ/"'?;{ '/ 1,1 ~/Q I Critical 1.....Jvement Analysis: P... ~NNING .' otersectiOD \ ) I .1 "' ("I;:;-f,.1l..'A/..(",j~I/' , Desip Hour -Y m , Problem Statement ~J.\~ \ ~"' Sœp 1. ldøtl/J' Liøw Gcøm«ry Step 4. Lejt TID'II CMdt ADIIftI8Cft 2 3 ~J~:3l ~ :~~ ""- N ia ",.. :~ ~ ~ ~ c.~ e - :¡¡- e ci.~'- - :e- t ...,. 4: ---. 4: Co 1.Iñ tWII ~- l' ~i¡¡1 c.§:-. J. 1..á1 181'8 .- ...,. ~ 08CI\ . h. 11 ...... >..... ~ (1)1't! Sœp 2. ldødiJJ' "øbøna, ill vph ~~J Aoot'DiV 3 147 t R'T- TH - 1,~ . . . L.1'. 1,,1 - - - c: ;: - .~ IN -~ ~ , L.1' ..JW:... J j -J'I TH - r¡,~~ à9ft ~ RT.~ . ~-- ;".D~1l.!¡T :; ~ S Iq 3. I ti8ItIh p ...., I I J 1 I I I~ I i I I I I A1 - A3 + -'2- IIA t .1 r IDÎ _J ~ l- ¿ Stq 5. Amp Liøw Y ØÍIøIIG, ÍIIvpIt ~ -;.". ".. 3 L \~) )~a., ,) ~ ~~\ L ~\,~ ,- 1 ~ ~'J +- -1 .. 1\1\~---4 ~ i 1 \.'~irc . I ,~~ ~1II1. J.. Sœp 64. Critit:IIl J' oåøRrs. in vpiI (two ph ~ .".) ~~- ."'L ~ 1 I~I S tq 6b. Y o~  d¡J....ð.-J, Jor MuJtipJIIœ S;,.J 01.- i." . Poaible ~ -- Aá;.II8II PnMI88ir enU8 Carr,owr er-¡ ,... . v -- tAl 8Ø1 V -- In V811 II8UC 18 WIll .' , Sœp 7. Sum of CritiI:tú Yoimna ~14~ . 1~q .' \<6/ . ~ = J 1. '1 '6 ",.. SIq I. l~ Lnci of S øviœ (~ S. i wU Ta8ir 6) '. [ill !l'il,it71?;" ,QOQ SIq ,. Ræfll-.Un~ ~ -.:; 0.... SipaJ 0-. "-- 0aaIr CØllØllÐllS Critical Jvement Analysis: F otersectiOD I \ I III!\f(':;';.'C¡"'l.. :,1';.r(U~¡'¡ , Problem StatemeDt \~V,"-!7\11'1 ... U\4':l~~ \JfI~(~ Sœp 1. ldati/J1 LiøK Gcomsry Step 4. Left Tll1'II C1tet:Jc ~ _3 ~~ LN_- , '. *l1li -- ))~'!l...z.v. v ~ 'ff '""'" !>.: (¿ b. ~~~ "-- IV 18 ... ~ --- ~ ~GIC ~ .-J - ~ RaUD ~ - ~ 2 d.C,. ,..-- - )(" ~ ...,. < ----. < c.. l.Iñ I1IIB 1:8"""" - j I...... .. .". . ~ ! i I~ C. = . .". . I I ' Ib.cl So 1.IIf1 -..-- . III'" ..... ~ .. 11. 11 -- ).,... ~tl)"'" ~ 2 :J ¿ Sœp 2. ldørtiJJ1 JI ØÚØIIG, ÎII vph StI!p 5. Amp Liøw YoåønG, iavpll I\:\~-' L .---JJ ~ ~ \~\ ~ . _~I¡ :~ ~ 11>::::ß..¡~ ~<i 2 2 '\~'-I CJ.!! - ~ ---4'\ y1r-v B: CT .ill- JJ d 1 \c~~ i rr TH . g ;1 ~ ~ 'I ~\14 I AT. 1r~t, ~1IrcJ.r; É ~ ~ 5"'3. JdertI,b P..., StI!p 6G. CritiaIl JI~ ÍII vpir I I I I , I I I ' \: ~ li A'~ A3.1 ~",~ ~ I ..- '" t .. J .. '- --h-I , IJ I , ~~Q cs-;-~=.¡ I ¡ I """'" u~ :J -+ AT. \&0 'TH.~ L. 1'. 7/"1 . . . .. - .. a:: ~.. ~NNING Desip Hour pyY1 Stl!p6b. Vo~Adi~.e.4Jor M ~ sipøl 0-."" . Poaiè. '.: ..... Ad;..¡ PnIè8* Cnucai ~ c:.-! PIIuc ' v oiuIIIe 10 8Gt v..... m """ - III ... , Sœp 7. Sum of CritÎl:lli J'olIøna ~I{" . 1~1 . 'l~(; .JL = ...lli::1..- ... StI!p I. JIIIcI MaiØlf LewJ of SÐ'VÏl% t~ Sc8wt "i WIItI T.... 6} ItL.1 f1~-;¡", I q~ . . lTI StI!p ,. R-J-.Un~ ~ IV WI!: o...r SipaJ ClaIr v--~ C dIIUIIØItS' Critical ~vement Analysis: P otersectiOD II \ I 1",' ,'" ~'l.. :, '" """"'1 ' , ,,¿! ,1 ~,'"~,,, , Problem StatemeDt \~ (I'E,T" þ., j)",,':~ 1" ¡?\<.:>.:>f:¿.1' Stq 1. ldøtify Lime Gcømmy Step 4. Ujt TI11'II CMdc h... ~J:3l ~ ~ ~ 11 -:, ~ ~ ~ ¡ ~¡Îjl 1...,~..1 Sœp 2 IdÐrtiJy Jl'oløJnes, ill vp/I I I I ~I'E~ - v I-I AAA al~:I -. ...... I lit. "T')4. 1~ \ Li. 71..1 . . . .. -.. ==;: .,¡ ~ L.i. I"~ dm, d TH. ~)I I' ,~ RT.~ + Þ--.. "-lIfU-trT :; ~ SIIlp J. Itløltlh p-.., I I 1 1 I I I ~<Í I I I I I I "1 - A3, A:a- /ItA t 81 r &Ii .cJ..l- AøDra8Cft 2 3 4 &. NIII8II8r 01 l:1li.. -- per ... b. I..át - C81I8DtY 011 c:IIIIIIIl88IWL N 18'" -= Co GIC ~ RaM 2 d.OJJ .-- 8: ..". e Co 1.át t8n C8 I8CIIY, 011 ..... . ",. C. 1.át .. ca...-, .. ",. Ib-., a.1.át--- . ..",. h. 11 --- ).... '" (I ) IT'. IN --= ~ Stq S. ÂØÍfII Liøw Y øåøna, iIIvpå ~ -;,,~lIrU~':I L \løv,1-' 1 ' "~ Þi ~ \~\ ~ ~tcP IN ~ ~ ~~ ~ \V +- ~ 2 --4. 'JL\Q, ç¡" ¡ '\ iI Go <~\ ð't ~ ~c,l< \~'hì i ~ , ',\\1<7 ;~II n~~ S-- 6ø. "'~_I Y. ~ '-- -r ~ 08 fS. ØI F"'. (two pit.. a,.lJ ~~. "UL ~ ¡1 I~I \NNING Desip Hour P, 1Î \ Sœp6b. V~Adþ..~-..tJor MuJtipiwøt SipIIi 0verirIp ~. v..... Ad;..a PnMIaIÎ6e en-I ~ CI88i Pbuc ' V.-- 10 .a v-- m ¥wI! - III"" , StqJ 7. S"". of Critiaù Jl'oJaøta t-;,& .~. '1~1 . 41& - = \t 11-- ". StqJ &. IIllÐWt:DDn LneJ oj S Ð'VÙ:I! I~ s.. i waa Ta.. 6) \111,/\, '., q~?; '.-W StqJ 9. R«-l-.ún- ,.. ~~ Sip8J 0Ia8r v..... o....r CIJII'IIftØIU oJ\;) I.'XpWlo:i!,6 I \) C;Z.I"'~-"I, ,/ù/ ,.I\\"¡!.. ~ /- (~/!Î~ ~ O,~ 0 /e o~ 1Io1c~':;¡'N ,IIC" - I '". (. qtt;J ,qtl ){,q7.,! < 0,4%