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04-0316_WILLDAN_Personal Services AgreementCITY CLERKS DEPARTMENT - ACTION REMINDER TO: Nisha Patel, Associate Engineer FROM. Kristen Lewis, Administrative Specialist DATE: October '15, 2011 ftuuAfflm At their meeting of March 16, 2004, the City Council of the City of San Juan: Capistrano entered into a Personal Services Agreement with VVilldan to prepare plans and sptif�cations for the De( Obispo Street Circulation .lr�)provernents and Bridge Widening over Trabuco Creel. .0 . Said agreement states services shall be completed by December 31, 2005. On November 1, 2005, said agreement extended to December 31, 2006. On December 5, 2006, said agreen-ient extended to December 31, 2007. On December 6, 2007, said agreement extended to December 31, 2003. On April 20, 2009, said agreement extended to JUIY 1, 2010, On January 31, 2011, said agreement extended to November 15, 2011, The project manager will need to amend the Agreement if services are to continue after N ovember 15, 2011 Please notify this office if agreement has been completed or will be extended. ACTION TO BE TAKEN: -A- Lo k ,. v� DATE WHEN NV-y\ ct,-' EXT ACTION (S) SHOULD BE TAKEN: o-ck C' SIGNATURE OF OFFICIAL TAKING ACTION. L DATE SIGNED: t Dewy (,,'h�nc-Dnte311135 (6-90 330A'v"Pdar") - - '19. OR C3 I T. Y CLFRKS DFPARTMI—ENT tjSE ONI ,,57 /0 6 72 10) 1! 7 Z/O 11 /0 8 0£i/L1 1 0111 0 115i2oll 2151 1 A0 6 i x.13 ?,!r7 1 2113 711,10 "k/, 52"21 0 1 xM AMENDMENT NO. 2 TO PERSONAL SERVICES AGREEMENT THIS SECOND AMENDMENT TO THE PERSONAL SERVICES AGREEMENT between the CITY OF SAN JUAN CAPIST72010, O ("City") and WILLDAN, ("Consultant") is made and entered into, to be effective theday oft, as follows: RECITALS WHEREAS, the City and Consultant have entered into that Personal Services Agreement dated March 16, 2004 fora total of $261,810.00 for the preparation of plans and specifications for the Del Obispo Street Circulation Improvement and Bridge Widening over Trabuco Creek from Alipaz Street to Los Rios Street (the "Agreement"); and WHEREAS, on April 20, 2009, the City and Consultant amended the original contract with Amendment No. 1 to the Personal Services Agreement to add to the Scope of Work, extend the term, and to revise the total contract price to $481,220.00; and NOW, THEREFORE, in consideration of the promises and mutual covenants contained therein, City and Consultant agree to amend Section 2 of the Agreement to extend the term as follows: Section 2. Term The term of the Agreement is hereby extended to the new completion date of November 15, 2011. Section 5. Other Terms All other provisions of the Agreement not amended hereunder shall remain in full force and effect. ATI 51Q028, I CITY OF SAN JUAN CAPISTRANO By: Joe Tait, ity Manager APPROVED AS TO FORM: BY: Omar Sandoval, City Attorney -2- CONSULTANT By: TZZE 07" Today's Date: 1-20-11 [off]i .. 4 CIP No. (if any): _ , CIP No. 07107. Project Manager's Last Hume: Patel Council or CRA Meeting Date (if applicable): APPROVING AUTHORITY: (Check One) Mayor CRA Chair ❑ City Manager Transmittal Routing (Check All That Apply) City Attorney ® City Manager City Clerk Prone Extension: 5350 Provide (1) executed original contract for each signing party, including the City. If the agreement is to be recorded — only (1) original will be recorded with certified copies going to other parties. Please provide the mailing address of any party to receive an agreement — unless the mailing address is included within the body of the agreement: Name��_ ___ Street _ City St Zi i OTHER INSTRUCTIONS: Omar and You both `viewed and signed these agreements on 11-15-10. The consultant had misplaced them. When they were in today, they resigned new copies. Once both of you have signed the agreements, please forward them on to Maria. Maria, believe your office mails out an original to the consultant. Please send to the attention of Ken Taylor at Willdan. Please let me know when the agreement gets sent out if I don't get a copy. I need to process some Invoices. Thank you, Nisha Form Date: 01-2004 D - 7 32400 PASEO A©EI_AN'rO SAN JUAN CAPISY" RANO, CA 92-[075 (949) 493.1171 (949) 493-1053 FAx www..sanjLLCI1TcapiStrano. org RASaril 6 i NL on Willdan Engineering 2401 East Katella Ave, Suite 450 Anaheim, CA 92806--6073 MEMBERS OF T14E CITY COUNCIL iAi�BPEIARIt6 SAMALLEVATO 1 lStaeliNlos� L.AURAFREESE 1776 LARRY KRAMER ® ® DEREK REEVE JOHN TAYLOR DATE: February 1, 2011 FROM: Christy Jakl, Deputy City Clerk (949) 443-6310 RE: Second Amendment to Personal Services Agreement — Del Obispo/Camino Capistrano Intersection Improvements Thank you for maintaining documentation confirming compliance with the terms of the agreement related to insurance. Please keep in mind this documentation must remain current with our office during the term of this agreement. If you have questions related to insurance requirements, please call me at (949) 443-6310. If you have questions concerning the agreement, please contact Nisha A. Patel, Associate Engineer at (949) 443-6350. An original amended agreement is enclosed for your records. Cc: Nisha A. Patel, Associate Engineer San .Tuan Capistrano. Preserving the Past to Enhance the Future Printed On 900%recyded paper FIs . CITY CLERKS DEPARTMENT - ACTION REMINDER TO: Nisha Patel, Associate Engineer FROM: Kristen Lewis, Administrative Specialist SITUATION: DATE: June 1, 2010 tS�IS At their meeting of March 16, 2004, the City Council of the City of San Juan Capistrano entered into a Personal Services Agreement with Wlldan to prepare plans and specifications for the Del Obispo Street Circulation Improvements and Bridge Widening over Trabuco Creek. ACTION REQUESTED: Said agreement states services shall be completed by December 31, 2005. On November 1, 2005, said agreement extended to December 31, 2006, On December 5, 2006, said agreement extended to December 31, 2007, On December 6, 2007, said agreement extended to December 31, 2008. On April 20, 2009, said agreement extended to July 1, 2010. *The project manager will need to amend the Agreement if services are to continue after July 1,2010- Please ,2010* Please notify this office if agreement has been completed or will b extended. ACTION TO BE TAKEN: c C c C- C � �:�--�c� Com'" C%t--� �-� \�--. DATE WHEN NEXT ACTION (S) SHOULD BE TAKEN: SIGNATURE OF OFFICIAL. TAKING ACTION: tf.9 DATE SIGNED: -�L/.-Z- 0 'FOR CITY CLERK'S DEPARTMENT USE ONLY" Tickler Date: 11101105 12/01106 12101107" 12101/08 06101/10 Deadline Date: 12131105 12131/06 12131107 12/31108 07/01/10 (600.301wilidan) NA1*:i*j 0 W JIVI 4 ZkyD44. IZ THIS SECOND AMENDMENT TO THE PERSONAL SERVICES AGREEMENT between the CITY OF SAN JUAN CAPISTRfflO ("City") and WILL.D�AN; (`Consultant") is made and entered into, to be effective the day of `Q' ') ?72009, as follows: E✓ ' i W -W WHEREAS, the City and Consultant have entered into that Personal Services Agreement dated October 4, 2005 for a total of $112,890:00 for the preparation of plans and specifications for the Del Obispo Street/ Camino Capistrano Intersection Improvements (the "Agreement"); and WHEREAS, on April 21, 2009, the City and Consultant amended the original contract with Amendment No. 1 to the Personal Services Agreement to add to the Scope of Work, extend the term, and to revise the total contract price to $188,280.00; and E NOW, THEREFORE, in consideration of the promises and mutual covenants contained therein, City and Consultant agree to amend Section 2 of the Agreement to extend the term as follows: Section 2. Term The term of the Agreement is hereby extended to the new completion date of February 28, 2010. Section 5. Other Terms All other provisions of the Agreement not amended hereunder shall remain in full force and effect. ATI -1- s4o�as a CITY OF SAN JUAN CAPISTRANO By: Joe T t, bity Manager aiaBYf% Omar and©val, City Attvrn, y CONSULTANT By: -2- 540028.1 Today's Date: 12-16-09 r-� Transmittal Routing (Check All That Apply) ❑ City Attorney ❑ City Manager ❑ City Cleric CIP No. (if any); 111- Del Obispo Street and Camino Capistrano Intersection Improvements Project Manager's Last Name: _Patel Phone Extension: 6350 Council or CRA Meeting Date (if applicable): APPROVING AUTHORITY: (Check one) ® Mayor L1 CRA Chair L City Manager Provide (1) executed original contract for each signing party, including the City. If the agreement is to be recorded — only (1) original will be recorded with certified copies going to other parties. Please provide the mailing address of any party to receive an agreement — unless the mailing address is included within the body of the agreement: Name(s) Street City St Zip OTHER INSTRUCTIONS: Joe, Please sign the attached agreements and forward them to the City Clerk's office. Thank you, Nisha Form Cute: 01-2004 D - 7 32400 PASEC, ADEI-ANTO SAN JUAN CAPISTRANO, CA 92675 (949) 493-] !71 (949) 493.1053 EAx www, sagl ttailcaptsU-ano, or g TRANSMITTAL 09 Wilidan Engineering 2401 East Katella Ave, Suite 450 Anaheim, CA 92806-6073 DATE: January 11, 2010 FROM. Christy Jakl, Administrative Specialist (949) 443-6310 RE: Second Amendment to Personal Services Agreement — Del Obispo/Camino Capistrano Intersection Improvements Thank you for maintaining documentation confirming compliance with the terms of the agreement related to insurance. Please keep in mind this documentation must remain current with our office during the term of this agreement. If you have questions related to insurance requirements, please call me at (949) 443-6310. If you have questions concerning the agreement, please contact Nisha A. Patel, Associate Engineer at (949) 443-6350. An original amended agreement is enclosed for your records. Cc: Nisha A. Patel, Associate Engineer Scan .Tuan Capistrano: Preserving the Past to enhance the Future �� Printed or. IOC% recycled paper MEMBERS OF THE CMY COUNCIL j SAM ALLEVATO �ln[tltlFoaer€n LAURA FREESE FS7Rtlt€SNEtl 1961 THOMAS W, HRIBAR 1776 *'am, MARK NIELSEN P DR. LONDRES USO FROM. Christy Jakl, Administrative Specialist (949) 443-6310 RE: Second Amendment to Personal Services Agreement — Del Obispo/Camino Capistrano Intersection Improvements Thank you for maintaining documentation confirming compliance with the terms of the agreement related to insurance. Please keep in mind this documentation must remain current with our office during the term of this agreement. If you have questions related to insurance requirements, please call me at (949) 443-6310. If you have questions concerning the agreement, please contact Nisha A. Patel, Associate Engineer at (949) 443-6350. An original amended agreement is enclosed for your records. Cc: Nisha A. Patel, Associate Engineer Scan .Tuan Capistrano: Preserving the Past to enhance the Future �� Printed or. IOC% recycled paper . AMENDMENT NO. I TO PERSONAL SERVICES AGREEMENT THIS FIRST AMENDMENT TO THE PERSONAL SERVICES AGREEMENT between the CITY OF SAN JUAN CAPIST IO ("City - ,"4 and WILLDAN, (uConsultant") is made and entered into, to be effective the �- day ofi ' r S 2009, as follows: t' RECITAL WHEREAS, the City and Consultant have entered into that Personal Services Agreement dated March 16, 2004 for a total of $261,810.00 for the preparation of plans and specifications for the Del Obispo Street Circulation Improvement and Bridge Widening over Trabuco Creek from Alipaz Street to Los Rios Street (the "Agreement"); and WHEREAS, the City and Consultant desire to amend the terms of the Agreement as provided hereunder. AMENDMENT NOW, THEREFORE, in consideration of the promises and mutual covenants contained therein, City and Consultant agree to the amend the Agreement to add to the Scope of Work, extend the term, and increase the total compensation amount as follows:. Section 1. Scope of Work The scope of work to be performed by the Consultant shall consist of those tasks as set forth in the original personal service agreement with the addition of those tasks as set forth in Exhibit �A," attached herewith and incorporated herein by reference. Section 2. Term 2010. The term of the Agreement is hereby extended to the new completion date of July 1, Section 3. Compensation 3.1 Amount. The City hereby agrees to pay the additional sum of Two Hundred Nineteen Thousand Four Hundred and Ten Dollars ($219,410.00) for a revised total not to exceed contract price of Four Hundred Eighty One Thousand Two Hundred and Twenty Dollars ($481,220.00) to Consultant for those services performed as set forth in Exhibit "A7. 3.2 Method of Payment. Subject to Section 3.1, Consultant shall submit monthly invoices based on total services which have been satisfactorily completed for such monthly period. The City will pay saoozs.) -1- monthly progress payments based on approved invoices in accordance with this Section. The City eliminates the Rate Schedule subsection of the original agreement. Section 4. Entire Agreement This Amendment constitutes the entire understanding and agreement between the parties with respect to those additional services described herein and any other understandings, oral or in writing, are hereby superseded. Section S. Other Terms ...................... All other provisions of the Agreement not amended hereunder shall remain in full force and effect. A BY:(n�, C Omar Sandoval, City Attome -2_ 54UD28.1 CITY OF SAN JUAN CAPIST. NO r By: Mirk Nielsen, IVI or CONSULTANT By- z ! ex"''� l�.LD dour Engineering roach June 1, 2009 Mr. Nasser Abbaszadeh, R.E. Eng€neer€rig & Building Director/City Engineer City of San Juan Capistrano 32400 Paseo Adela'nto San Juan Capistrano, CA 92675 Subject' del Obispo Street Widening. ProjgCt between Alipaz Street to Paseo.Adelanto {GP 122} Design Addendum leo.1 Dear Mr. Abbmmdeh, Willdan's priority is -to provide; the City OfSan.JuAn Capistranii duality design services. and meet the city's project schedule and funding deadline goals ass.Q iat6d with the Del Obispo Street Widening Project between Ali.paz Street anti Paseo Adelanto. The original project schedule included a two-year .design effort with the design co.ritr:att10 be completed tri 7006. However, due to Tra uco Creek -and Sart Juan Creek channel analysis being performed by. the Army Corps: of Engineers, and sui so uentiy by the Orange County Flood Control Mikdict (QCFCD), the,:design efforts and mQrnentum of this project slowed consid.erabiy beginning in 2005'. The completion ofthe-OCF0 analysis by PACE in 2008 allowed for the rem. obilizatian of the design 606rts utilizing. tate Trabuca: Cree.khydology information 'f0t design of tit:e bridge and channel improvements, Since the City and Willdan reitno ilized the design efforts on this accelerated schedule, Willdan reviewed the project design status .and the Scope of Work (Exhibit A; of Personal Services -Agreement dated March 16; 20044). :Several elements of the. project have changed, since. the original stupe was deter Mined including bridge design criteria, channel ariajytis, erharieed: BM. P' , the Underground Utility. Di.st6ct and OCFCD requirements resulting in this design addendum. As stated in your e-mail dated Marek 5; 2009, Willd:an. was directed, to ,proceed with project design, including Out of supe: work, with the ficial fee for these efforts to be negotiated. Subsequent meetings. between Willdan and the City stn March 23, 2009 and March 31, 200% resulted in this negotiated addendum scope of work and. fee. A benefit to some of the included .design tasks include changes to the project scope that resulted in a construction cost savings. to the .City of approximately $500,000 including removirig the southern bridge widening, minimizing. channel reconstruction, new bridge construction rnethtids and avoiding private property acquisition, Engineering I Geotechnical i nv[ranmt-nial I RnarfOW I P omdand Securify 714,978.8200 1 800 424.9144 1 fax: 714.978,8269 1 2401 East Kateia Avenue, Suite 460., Anaheim, CA 92606-6073 1 www.wi#1dan.com Del Obispo Street Widening Projedt extending Design ddenclum Na. 1. .LVAN your ngineerfi7ig reach .Mane Z, 2009 Page 2 Witldan is loofdng fbrward to conting.irrg to serve the City of San- Juaix Capistranb on this important project. if you have any questions, please contact We at 04) 9784205. Sincerely} Kenneth T- Steele, P.E. Wiildan Prgject Manager, Tra.nsportatiort Engib� ino ; Geotechnical i Environmental i Fna c;iW f Homeland. Security 714.978.8240 1 800.424,9?44 I tax: 714,978.8299 12401 East Katella'Avenue, Suite 450, Anaheim, GA 92806-6073 i www.uilldan.com Del Obispo Street Widening Projett Design Addendum No. I June 1, 2005 Page 3 , SCOPE OF A6011-1710NAL W6RK- T-ask:AO14 City Coardiriation/Meetings IUDAN I """g your Eh.gineenna r The. original scope inrjuded attendance at six meetibgs Per City request with Clty; County and other agencies. During the first two years of this project Willdan fulfilled the six meetings budgeted aiid continued to attend ryieetihgs as eequfred to proVid6- c6oedihation through" project coMpletion. Willdan staff members have attended twelve additional -meetings with the City over the last three years, this task includes preparatioryf6rr and attendance at twelve addi . tional . meetings. The. additional difionA effort to perform the Lite."is hi thisTalskwas 54 hotifs, and is shbW n- in Attachmeat 1. Additional meetings required for utility: coordination, nvirbarnerital document coordination and planning commission meeting attendance are addressed under othertash, Task A022 Utility Natiflotions. and Mapping The original scope included the notification of utility wmpthi4s thrb.ughput the design process. Willdan had provided utility agencies two utility notices and completed, the utility -mapping. During the desjgn pbase,. Underground Utility District (UUD) 05-02 was creatlM by the City requiring additiQbal notificatians, coordination, mapping and meeting, Wiildanha5 atterided monthly ULID meetings and provided exhibits CAD drawings, upf . oaded files, delivered CDs and reviewed Utirity company. dest to. rovi &n. incorporate the Q placement of SE, Cbx, AT&T and MCI under the bridg. We in .... -..G& .. ow - n. gstructure, This: task includes the additional utility correspondence and cooMirlatiQn and attendance at monthly tj.ub 05-.02 utility meetings, updating. the mapping, for Phase 1 and Mase 2 utilities, inclusion of a utility plan.5hett in the proje:.ct plans: and reference and inclu-sibin of utility info' boh into theprojectpleas as well as reseeding the official Notice of Relocation and.Notice to Relocate. The additional effort to perform the items. in this tnk, was 124 hours and is. s. hown in Attachment 1, Task A023 Field Rautew. This task includes the Willd n design team, cansNting. of division managers and design staff, revisiting. ...a the. project site and conducting a field review and updating the photo Ings in 2008 and 2W9,. The initial site reconnais5aace was perform in 2004 and revisiting the site was required to verify field conditions, identify recent irnprovemen% and utility construction. The additional effort to perform the ibarrs included in this task was 30 hours and is shown in AttacWnent: 1, Engineering [ GeoLechnioal I Environmental I HnandaJ I Homelanid Security 714.978,8200 1 800.424,9144 1 fax714,978A299 1 2401 East Ketalla Avenue, Suite 450, Anaheim, CA 92806-6073 1 www.wifldamaom Del Obispo Street Widening Project resign Addendurn'No.1. Lune 1, 2009 Page 4 Task A024 Geometric Plan A024.I Update Project Geometry WI LLDA Nextending yar Engineering reach. Wilidan revised the City approved project geormetrits plan prepared in 2004 its order to incorporate the changes irivolved in the Serra Plaza design and the elimination of the Bridge scut ern widening... The proposed ge- metrics on, Pasen, Adelanta Were redesigned to protect ih. iraffi:� signal artd decorative carrier ha.rdscape installed by Setra Plaza at the southeast, comer of the intersection. Coordination with the City traffic engineer and: preparation of truck turrnibg templates was required to determine the revised roadway geometry and. striping. Recently Willdain and the City identified a construction and right of way acquisitiQn, cost savings by restriping Del Obispo Street to eUrninate. tnrieden ng .on the south sidle of Del Obispo Street. WiRdatn revised the project geoMetrics to incur porate this nhang The additional effort to perform the items included in this flask was 46 hours and Is shown in Attachment I. AO24,2 Update Traffic Atraiysts This talc `includes updating the traffic analysis and report to suppart the environmental document as described in the: Will.dan proposal dated April 3, 2008 (see Attachment 2�< Ctt't'staff ci�rreutred with the additional work and the analysis and report were updated and provided to the City. This task incorporates that proposal into this overall addendum and the fee for this task isincluded in AMchment 1, Task A033 Cross -Sect r nal Survey This task includes additional field survey that was required outside of the pr6jea limits to satisfy OCFCD- regoi.rements and also to confirm ancd of tarn tboo. gral5i� c features along south Paseo Adelanto and Alipaz Street. QCFCD required a field survey of the invert stabilization structures north and south of the project limits within Trabuco Creek instead of using as -.built infoematiori., Survey of south Paseo: Adelanto was..alsa required to verify the Serra Plaza, cornstruction•of the easte=rn curb lisle and also design of the Paseo Adelarnt€r street widening and retaining wall. The: placement of a SMTP site within the County Right. Of Way with several existing gas company utilities meso required a field topogmaphie surrey to he perfo"e.d. The. additional effort requ..ired to perft rm the items in this task was S& hours and is shown in Attachment 1. Engineering j Geoteci,ri'€€Car I Environrrrental I l ,nanoiai I Homalan,' Security 714.978.8200 1 800,424.9.144 1 few 714.97$:828.9 1 2401 East KateHa Avenue, Suite 450, Anaheim: CA 92B06-6073 1 www.willdan.com Del Obispo Street Widening Project Design Addendum No. 1 June 1,.2009 Page 5 Task A056 Geotechnitgl Enginelrring W $ L LL.� N. extending �., t E1"Igine4ring reach This task in.cfudes: updating the geotechnical engineering report as described in the Additional Work Request No. 1 dated November 4, 2009 (see Attachment 3), city staff concurred with the additional work aiid the updated report was provided to t.hp. pity, This task i..ncbrpcirates that additional work request into this overall addendum anis thefee for this task is included in Attachment 1, Task A061 Roadway Design A061.1 'Retaihfng Vitali. Do5ign This task includes the design of the retaining wall located alang'the- Western slide of Paseo Adelantd willclan will perform structural calculations based on the geotechnical investigation obtained far the bridge widening and the loading requfrements idfmilfie.d by the OCFCD. VVilldan: void .reference Calmns standard plans for the construction of the.. comfete, wall acid vstill priire a retailing wall plan and. profile. Additiibtially, County comments have resulted. in widening• the channel u:nde:rcrossing resulting irr retaining walls within the channel. 'T'hese walls have been shown on the— c.hannel infprbvement drawf gs and designed per Caltrans standard plans, Wall aesthetics are not included. Thei additional eftcirt to. perform the items, in this task was 59 hours and is shown in Attachment 1, Originally, the east Side Of Alipaz Street ort of bel Olalsoo Street was, going to be widened for an additional lane and large drop_ The City has identified that this widening will not ocCu€ with the project. However, the widening of the west side of Pasoo Adelanto south of Del Obispo Street was added to the design, The preparation of a: plan wid.. profile street for Posen Adelanto will be prepared in lieu of. the Alipaz: Street widening_ Task AO62 Utility Design. This task inclrldes the research olid design of a water line flex -coupling and vault for the new 12" water line, the existing water liras crossing the bridge: do rtotcontain flex cci.uplings or vdults. Poring the design phase the City requested the indusibn of A. flex -co pli.hg and vault in the design plafts similar ta the water line crossing at the StonehIR Bridge. Willdan has researched, p'erformeed calculations and design, and prepared a detail sheet for the flex -coupling and reinforced concrete utility vault. Additionally, Wilidart researched the potential use of epoxy coa3ted and. urged steel fittings for PVC pipe as requested .by the City for inclusion into theprefect design. The additional effort to perform the items in this task was 90 hours and is sh6wn in Attachment 1 - Task Am Structural Bridge Engineering Eng.'ineerirg l GeotechnFca€ I Shvironmentai E Fhancial ( Homeland.8ecurity 714.97B.8200 t 600 424..9144 1 fax: 714,978.823$ 12401 East Kateila Avenue, Suite 450, Anaheim, CA 92306-8073 1 www.wfltdAn.: ,om Del Obispo Street Widi�riing Project: Design Addendum No. I .lune 1, 2.Q09 Page 6 A063.1 Southern Bridge Widei ing [ LLDAN yac�r e;'U'3r"m Engineenrig reach The € tiginai proposal for the alignment of the irra-�ravement was based tit, the bridge being widened on the: north side only. However, during the early design phase and discussions with the pity to provide ultimate ca.rrid©:r geometrics,; it was identified that a small widening on tfie south Side of the bridge was required. This southern :porti.on is considered a separate structure frorn the northern portion and required additional structural engineering efforts. 'This task includes the additionalstructural calculations and arialysi5 that were performed: and the additional construction plans and details developed to reflect the southern bridge widening. Subsequently, the City and Willdan .reviewed the opportunities to reduce construction oasts and a.1w meet the expedited project design. schedule in order to meet funding requirement; these opporturtities included design changes to avoid rig# t .of way takes en€t eliminating the southern bridge wideriing through the reduction of bike lame and traffic lane widths on the bridge to min.imijm requirements. Calculations were performed to verify that the existing soutbern1. ringe carittilever could structural[.y support the new sidewalk and bridge rail. South side bridge wideni nig has: been rornoved from the project; resulting in a substantial construction dost savings -for the city. The additional effort to perforin the items iry this task was 1S6 hoursand is shown in attachment 1. A061.2 Liquefactib6 and :ARS -Curve After Arroyo Geotechnica's initial field iqy.o5tjp.tj6ii for prp' ctr it bias disc vererl that the project site is susceptible to Rquefaction und4r earthquake events. Specifically; there are approxliriately 10 feet of layer below the existing grade that is liquefiable.: Liquefaction is detrirx#erital to 6ricige fc►uhdaticiris. it loses soil strength and confinement of the rule section:. The.refote thepiles fuse their vertical and horiiontal ca.pacites and produce seismically induced settlements, To address the effect of liquefaction, additional �eote,~hnical-analysis was perfbr er d and is addressed: in TaskA050, In order -to determine the integrity of the pile exposed' by tiquei4cflarii special structia.ral analysis was needed, Wifidan referred to Che updated geotechnical engineering report fb.e the analysis and treated. the exposed pile sections as freestanding columns and calculated their vertical and lateral strength to Carry the gravity load imposed from the bridge spans.. Additionally, the design standards used to perform the initial bridge design calculations in 2004 changed in M06_ Caltrans updated the Accelerated Response Spectrum (Ait5) curve for seismic design in the Seismic Design Criteria (lune 2006) document. The revised and more conservative ARS Curve. superseded the previous curve resulting in the need to perforin seismic structural calculations and analysis over again per the new curve.. Engineertng I Geotechnical I Environmental I Financial I Homotand Security 714.978-820q 1800.424,9144 1 fax: 714.978.8298 1 2401 EastKatsiia Avenin, Suite 450, Anaheim. GA 92806-6073 I wwvr_willdan.com Del Obispo. Street Widening Project Design Addendum No..1 June. 1, 2:0.09 Page 7 ILL DAN.yarn ou ridir Engineering reach The results of the calculations using the revised ARS curve required that the bridge elements be redesigned for a. larger seisrnic load; the previously prepared plans, details and structural elerrients ors the project plaits also had to 4e redesigned and updated, This task includes the additional structural engineering. effort to perforiri calculations and analysis and € pdate the structural details associated with liquef'actian. and the new ARS Curve per Caltrans standards'.; Tlie additional effort toperfbrrn the iierns in thistask was 313 hours arid -is shown in Attachmerft 1. A063-3 Underground Utility Details Resulting from the inclusion of UUD 05-42 into the project design, the pier walls, bridge dial?hragmx , abutments and deckwidening regtiited the inclusirin of utility openings, Special details and analysis was required to design these additional openings to the di`mensi6rts arta requirements of the utility agencies This task includes the additional structurai.englrr6ering Osign and detailing efforts to accurnrriodate the. utilities. The additional effort to Oerforrtt the iterns in thistask-was SS hours and is shown in Attachment L Task A064 Channel Designs 064>1 OCFCD R.Oport Preparation The ririginal scope of work. identified .that Willdari. would verify that: the bridge wider irig did not increasethe current channel. deficiency utilizing the Army Carps of Engineers (ACDF-) hydraulic study tifgrtnatiiirsf Preparation. of a complete channel hydraulic analysis and teppet_by Wili€ ii was not. included. Subsequent to Wi#ldan's review of the A.COE report, anis through meetings With the. County, the OCFCD determined that the hydraulic data ski the .ACBE reportwas not acceptable and required. Wi.ltdan to utilize flow rate nurntiers from the PACT= report. Ulfirltate.ly,.the OCFCO required the preparatign of an 10 -depth hydraulic`analysis of Trabuco. Creek, Charinel betweeh the: upstream and downstrearh invert >stabilizers as well as the analysis of pier e4ensions. Following completion of this analysis and additional meetings vrith the County, the report was revised per - County direction to model the inclusido of pier extenstarrs (rioses) ori piers 2 and 3. Subsequent to this report revision, the County directed the removal of the pier 2 nose to be removed from this, project and constructed as pari of a future County project. County comments required changing the channel model to reflect the single pier rose and the report was again revised. Also included in tate report revisions was the - channel analysis incorporating the widened und.ercrossing trail and retaining walls per County comments. This task. includes the. preparation anti: revisions of the Trabuce Creek Charmel Hydraulic Report prepared by Willdan as required hythe OCFCD_ The additional effort to perform the items in this task was 116 hours and is shown in Attachmerit L E6gincering I Geotathnicai j Environmental t Financial, I Homeland Security 714.97(:,8200 1 300.424,9144 1 fax: 714,978,009 i. 2401 East kateiia:Avenue. Suite 450, Anaheim, CA 52806-6473 1 www:wPldan.com Del Obispo. Street Widening Project Design Addendum N.o.1 June 1, 2009 Page 8 A064:2 Pier Extension Design Ww",I LLIDAN s eririing . Er gineering reach This task includesthe structural analysis and design.of pier extensions (noses) per oCFCD requirements. iiuring the design phase and project meetings with the. QCFCD,the County initially required the inclusion of two pier npses with.. the new bridge piers and subsequently revised this decisio to include one pier nose. Willdan has performed design calculations and prepared pier nose plan details and structural detail plan sheets. in the construction documents to address both the new pier nose butalsri the special platft'dt tails required due to the construction of a single pier noise. The: additional effort to perform the items: in this task. was 77 hours Task A066 Landscape Architecture This task i.n:eludes the increased landscaping and hie-swate design effbrVs Luring the design phase the Gigs Design Review Committee arid Nanning Cornmissivn requested an elaborate landscaping plan similar to the Los Rios Parte that was recently ,developed.. The exttmt and location of the BMP landscaping has exceeded the grassy swale anticipated in the- original scope.as well as the additionof landscaping and irrigation along. the retaining wall on south Paseo Adelanto and attendance cif the Landscape Architect at the Planning Ccicnrr>ission meeting. Additionally,the, proposed graded grassy swale has been replaced with a swale Filtration system cons sting of a trench, pissing and ca:rtnection to exi5tirtg- st€ rrn drain systems as a result of thi WQMP and the 401. Certificatidn process with. the Cftir`rIQCB. The additional effia'ri requiredto perf6 to the, items in this task was 53 hours and is shown in. Attachment 1. Task A067 Quantities & istimate. This task includes the adcrWonal effort to perform cost e5titnates associated" With the additional landscaping and irrigation;, flexr coupling and uau.lt, retaining Lyall,. pier' tiflis�5 bio-s.w les and incorporating they UUD 05702 utirtty work to be performed by the City's cornractdT., The additiofial effort required to.perform the. items In this task- was -42 hours and is shown in Attachment 1. Task A068 Specif :cations This task includes the ad=ditional effort to prepare special prair'rsia:tis associated with the additional landscaping and irrigation, flex coupling and vault; retaining walla pier noses, bio,-swales and incorporating provisions- for the UUD 05-G2 utility Work .to be pM.6ftn,ed by the CIVs. contractor. The additional effbiri required to petform the items in this task was 42 fours and is shown in Attachment 2. Task A100 Welk. Bank Bike Underpass Design This task includes. preparing a cost estimate and design for a western bike underpass. The City considered introdutiing a new bike underpass at the incest bank of the channel cinder the Bridge,: similar Engineering I Gebtechftal I Envirbnmentaf I Finandat I Homeland Security 714>978_92t o i 800,424:9.144 I fax= 794,978.8299 J 2401 East K.ateiia Avenge, Suite 450, 41a l�ir€i, GA 92805--6075 1 1Nww.wjI1dan.c0m Ilei Obispo Street Widening. Project Design Addendum No.1 June 1, 2OG9 Page 9 �w /�� I LLDC''�. e";;irling our u Engineering reach to the existing bike underpass at the east rank_. The City requested W tidan to perfbrm a constriction cast estimate for the new bike underpass fear budgetary (ansi62raticn at the City. Willtlan performed a cost estimate and subsequently' incorporated the, .western bikeunderpass into tfve project plans. Resulting from OCFCD review and recent bodgetary cbticerns; the. wt st&n: biker path and assoczated maintenance access road and channel side slope recoi structlion has: been eliminated. The additional effort tvr tare iterrisin this task- was43 hours and is shown in Attachment i; FEE FOR AI)Dl?' OVAL WORK A total fee of $219,4,10 -OG includes services,tar work already provided and for work to be provided to complete the P5&E design. Engpneering 1 Geatechnieas i Envrnmentaf I Financial i Homelard Security 714.078.8200 1 80OA24.91 44 1 faX; 714:978.8299 1 2401 East-Katella Avenue, Suite 450, Anaheim, GA 92806-6073 { wviw.kvllldar.com S P N p p Q P C tl [a O cx 6 N M {7 tC0 y imp tt�0 K K s a S w s$ ww I ass $a K b V 4 GJ P P G N p Q x a al w � a �� w w 3 w `g' a w x � 3 ww ww vY Iw S r N W K �i o w N Yi M W M M n n b � Y w Tl p aM O p p C b y p u0 iZ I C N i e N Cf ai p pW C W L yy W ryry " Vf a[ N P P M M N N H tlN N a3$ �Ny tq+ W S7 W� K S � 6 a o Y W 111 P � W a y 3L Z bG � b o G+ 4s W [] nl C C Ca tl p q h � S gg •' O � � r N K � °" � :w �n w w Sq �+ y � T, r4iry Wiry � K 8 M 41 z �+ w S �g w a [ " m r � P N P C G 6 Ili ffi n K � 0 �• V n V G N v M TIT N yy b O S 10 i E m I g� < 3 p a l - o o Y n 6 0 [� N e.� l© lilt ro C 11111110 p m o r WIL.t V Ser'flis^ `Ct7Ii AgtmL''oo - April 3, 2008 MR. ALAN P. OSWALD SENIOR ENGINEERITRAFFIC ENGINEERING AND BU-LDING DEPARTMENT CITY' OF SAA[ JUAN CAPISTRANO -32400 Paseo Adelant© San Juan Capistrano, CA 92675 1491 Est Kate#a Avenue, Suite 450 71141978-820(1 fax 714/979-82W www.wiitcan.com Subject: Del Obispo Street Bridge Widening Over Trabuco Creek Trak Analysis and Report Dear Mr. Oswald Wdldan is pleased to submit our Scope of Work and Fee proposal to provide professional traffic engineering services to the City of Sad Juan Capistrano for the Del Obispo Street Bridge Widening Over Trabuco Creek Project We are excited to continue to move this project forward and assist the City in meeting the project goals and schedule. The City of San .Juan Capistrano is requesting the update of the Del Obispo Street Bridge Widening Over Trabuco Creek Traffic Analysis dated December 1, 2006 ,(Revised) to support the environmental document ging prepared by the may. The following Scope of Work and Fee (Attachment A) includes a project understanding and criteria based on the information provided by the City at our meeting held on March 26, 2008 at the City. Please review the Scope of Work items to confirm our understanding of the traffic analysis criteria. We are confident in our ability to provide the City with a timely document preparation. If you have questions or require additional information, please do not hesitate to contact me at (714) 97"205, or e-mail me at ksleeIpg36dIldan.com. Respectfully submitted, Willcian n Steep P.E. Vice President Divisi€sn Manager, Transportation cc. Misha Patel, City of San Juan Capistrano Bill Ramsey, City of San ,Juan Capistrano ATTACHMENT A DEL OBISPO STREET BRIDGE WIDENING OVER TRABUCO CREEK - TRAFFIC ANALYSIS AND REPORT A. PROJECT UNDERSTANDING The City of San Juan Capistrano is requesting the revision of the Del Obispo Strom Bridge Widening Over Trabuco Creek Bridge Project Traffic Study dated December 1, 2006 (Revised) to support the environmental documentation being Prepared by the City. The report will be revised based on new traffic data and the following criteria: • The project is expected to be constructed in the Year 2009. • A one percent growth factor will be applied to new existing count data to obtain Opening ley (Year 2009) volumes and future volumes Year 2035. B. SCOPE OF WORK Task 1.0 Traffic & Queuing Cnunts The work effort necessary to update the traffic study and evaluation is as follows: a. Obtain current count data at the four study intersections of Det Obispo Street at Allpaz Street Del Obispo Street at Paseo Adelanto • Del Obispo Street at Los Rios Street Del Obispo Street at Camino Capistrano Per the CiWs guidelines, the counts will be conducted in the AM (7-9), Midday (11-1) and PM (3-6) peak hours. These counts will be performed on a Tuesday, Wednesday and Thursday and the average of the three stays will be utilized within the report. The counts wit be conducted while school is in session and before the summer months. b. 24-hour directional count on Det Obispo between Alipaz Street and Paseo Adelanto will also be conducted over a three day periost. c. A queuing count will be performed for all left tura movements at each intersection counted. Information such as the number of vehicles in the pocket, the number of vehicles queued into the through lane and how many vehicles miss the cycle will be provider!. Page 2 ATTACHMENT A DEL OBISPO STREET BRIDGE WIDENING OVER TRABUCO CREEK TRAFFIC ANALYSIS AND REPORT Task 2.0 Traffic Analysis & Report a. Analysis will be performed at each of the four study intersections: Del Obispo Street at Alipz Street, Del Obispo Street at Paseo Adelanto, Del Obispo Street at Lias Rios Street and Del Obispo Street at Camino Capistrano for the following conditions: • Existing with F dsting Geometries • Opening Day (Year 2009) with Existing Geometries • Opening Day (Year 2009) with Proposed Geometries • Year 2035 with Existing Geometries Year 2035 with Proposed Geometries . This analysis will be performed to determine the Level of Service at each of the intersections listed above utilizing the Intersection Capacity Utilization (ICU) methodology for the signalized intersections and HCS for the non -signalized intersections. The Opening Day and Year 2035 analysis both with and without the project will also be analyzed utilizing SYNCHRO. . b. Previous comments made by City Traffic Engineer (Mara Oswald) dated 1218106 and the subsequently City approved Table 2 LOS Delay revisions provided to Mr. Oswald on 1122107 pertaining to the Traffic Analysis (December 1, 2006 — Revised) will be incorporated into lite updated analysis and report_ c. Prepare a Draft Report to be submitted to the City for review and con�rrrertt d_ Respond to City review comments, revise report accordingly and submit a Final Report (This proposal incorporates one review prGoess.) Task 3.0 Meetings Two 1Adlldan employees will attend two meetings with City staff. One meeting will be held subsequent to City review of the Drat Report submittal to discuss City review comments.. The second meeting will be held at the Final Report submittal to discuss the findings and conclusions. VViildan will. prepare and disin'bute meeting nates for the first meeting. Task 4.0 Project Nbrragement & Admini ta°ation This task includes progress monitoring and supervising to facilitate task completion and delivery, coordination with proposed Del Obispo Street design work and maintenance of project files. Page 3 ATTACHMENT A DEL, OBISPO STREET BRIDGE WIDENING OVER TRABUCO CREEK TRAFFIC ANALYSIS AND REPORT Reimbursables Wilidan will provide three copies of the Traffic Analysis and Report at the Drat and Final submittals to the City. Reimbursable expenses include photocopying, binding and delivery of the reports. Reimbursable expenses will be billed at cost plus a 15% markup. A budget amount has been established for reirribursables and back-up will be provided. C.. SCHEDULE In order to provide counts outside the summer months, counts must be completed before .lune 1, 2(308. We would be prepared to begin work on this study upon receipt of authorization. We anticipate that approArnately three to four weeks, would be required to complete the study after receipt of traffic count data. Willdan proposes to provide the traffic engineering services as stated above for the following fee as identified' in the task breakdown: Task 1.0 Traffic & Queuing Counts $11,901 Task 2:0 Traffic Analysis & Report $16,800 Task 3.0 Meetings 1 1,180 Task 4.0 Project Management & Administration $ 1,020 Reimbursables 500 Taal $31,400 This proposal is based on the conditions and criteria utilized in the December 1, 2008 Traffic Analysis and changes to those conditions and criteria including the proposed or existing roadway geornatrics and the traffic signal operations are not expected and would be considered additional wank. Any worts effort beyond the proposed Scope of Work will be based on time -and - materials in accordance with Wrlldan's Schedule of Hourly Rates_ This also includes attendance and preparation for any meetings not included in the Scope of Waris. Prior to engaging in any such work Wilidan will notify the City in writing. Page 4 ATTACHMENT A ©EL OBISPO STREET BRIDGE WIDENING OVER TRABUCO CREEK TRAFFIC ANALYSIS AND REPORT SAM sdea" of,Tmdy Ron bly 1, 3W7 to hum iii, 2009 1 � 170M Sd eoa..3dat ,�_ 14;f116 --115" �C�+:w�fnieeYr i2if.5i6 1�bor i'tS�1E1 L+y% .Pa�a7ahcEe --- 13i.Q0 ptw >�99araas5a6 Amddft�ssa►a599� WXaa5�ia � f ++rj"-� -� ...�rww.www... 17mpJ .:� ...... .. {/LAN _ r 17446 SSE 1576 t�€G+rI 9540 _ 118A* ---- _ _ Avmd —13M Se�llr%ndrt 9 5r�i _ um ......... -um .............. 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P P -Y cramo^ paty t3 main A 110jW $� ��....r...w... ..,..._._� F�aeT �o[MIASrcarlE 145M _ .ate 13i ata 5r ioc�� HOAR �ac�Bwlkrcwar�R _ _ _ rib.00 "1�6AtN1OF3,#3b Se�llr%ndrt 9 5r�i _ _ 9ww �*+90.8otL" A COMMA=Pagd[9 t 75im Pim8uavol—AW, eA6fAid�S 6S.;g0 ly f�Tyl /�y� �� LTJ.vy tic 15.#90 smiar Ply €6 Mo �c�aa�►i� ._ as Amet� i ,gip �i9.5� Cb** - Pat�o� tpmrTlare X06 �fi16 lwvjW It tR cmank peawl �ac9Mit$Fb�. itss�9rt�t t�t�it,OB. �+5?�{1�#peFmyxClToeS105:0R � m�m� ��a am'tm�x�'rc [�4 pa�raec�eaa.�rrw�u� �egenr�,�iba�aa�r�awa5� �ea��artat�»ercxa�ae�+nesr�e�ait�t.aons� x e�arttr�zeaar 99��aaavtabise �Ii:pTaR f�►4aat Page LJ 7A_Z7 WILL L �€ 411 E: i are r3 Av"nue. Suite 450 „9i�lte.� .tf; Nst�Cf1C`iC',S .»,973-%:_'1:(3 .tet 714 J,73_:�'199 :+.�a-a;_ R•i� iln. _ori November 4, 2008 Mr. Masser Abbaszadeh, P.E. Engineering & Building Director/City Engineer City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Subject: Del Obispo Street Widening Project between Aiipaz Street and Paseo Adelanto (CIP 122) - Additional Work Request No. 1 for Geotechnical Engineering (Task 5) Dear Mr. Abbeszadeh, Willdan's priority is to provide the City of San Juan Capistrano quality design services and meet the City's project schedule and funding deadline goals associated with the Uel Obispo Stmt Widening Project between Alipaz Street and Paseo Adelanto_ As Willdan and thy: City remobilize the design efforts on this accelerated schedule, a review of the project design status is needed starting from the end of 2004, when the work effort stopped, and what has transpires) over the last year since the completion of the PACE report for San Juan Creek. Additionally, a review of the Scope of Work (Exhibit A of Personal Services Agreement dated March 16, 2004) and the work effort to complete the project design in May 2009 is also needed. , However, to expedite the project schedule and design work effort,. Wlldan would like to initially address two preliminary engineering tasks that are the base work for subsequent design tastes: Task 3 - SurveylRight of Way engineering and Task 5 - Geotechnical Engineering. Geotechnical Engineering (Task 5) is addressed in this request for additional work. Survey/Right of Way Engineering ('Tads 3), as well as other task updates, will be addressed in fordieming requests. Liquefiable Soil; Investigation and Analyses The original geotechnical field investigation and analysis was performed in 2004. 4. Subsequent to the initial field investigation, llililldan Geotechnical discovered liquefiable soils in Trabuco Creek at #fie Del Obispo Stmt. Bridge. The presence of liquefiable soils was not anticipated and, as a resin, additional field investigation and analyses was necessary toquantify the seismically induced settlements due to the soil liquefaction on the existing bridge foundations and the proposed bridge widening foundations. Wilkian Geotechnical performed the following additional tasks associated with liquefiable soils: As -built Foundation Analyses Considering Liquefaction Effects Axial capacity for abutment & pier piles under seismic conditions Lateral capacity for abutment & pier piles under seismic conditions Del Obispo Street Widening; -ect between Afipaz Stmt and Paseo Ad 10 Additional Work Request No: - Geotechnical Engineering November 4, 2008 Page 2 Neve Foundation Design Considering Liquefaction Effects • .Bial capacity for abutment & pier piles under seismic conditions • Lateral capacity for abutment & pier piles under seismic conditions The effort required to complete this work was 48 hours for a fee of $6,740. Geotechnical Engineering Update Since the completion of the field investigation and geotechnical analysis and design in 2004, seismic analysis criteria and design standards have substantially changed resulting in a need to redo the seismic and liquefadion analysis and revise the final geotechnical report. To complete the report and provide the information necessary for bridge 'design, the following tasks will be performed implementing the new seismic standards: • Update seismic design parameters; • Finalize the liquefaction analyses; • Design pile foundation based on latest a)dal, uplift, and lateral toads; • Perform slope mobility analysis and design for embankment slopes; • Perform settlement analysis for embankment felts, • Finalize boring log and laboratory test result compilation; and • . Prepare the ficial report. The effort required to complete this work is 98 Fours for a fee of $14:930. Task Marnagermdfit and. Coordination Task management and coordination was provided for the liquefaction soil investigation and analysis and will continue to be provkied for the outstanding geotechnical engineering work to complete this task. Management activities include scheduling field and design work,, coordinating work between design groups and subconsultants, maintaining records of correspondence and providing quality assurance and control. - The effort required to complete this work is 12 hours for a fee of $1,824. Fees For Additional Geotechnical Engineering Work The total fee for geotechnical engineering work already completed and to provide . an updated analysis and report is $23,490.90. Del Obispo Street Widening k pct between Alipaz Street and Paseo A& Additional Work Request No, Geotechnical Engineering November 4, 2008 Page 3 Wilidan is fooking forward to continuing to serve the City of San Juan Capistrano on this important project If you have any questions, please contact me at (714) 978-8205. Respectfully Submitted, Kenneth T. Steele, P.E- Vice President Group Manager, Transportation Today's Date: 5-15-09 CIP No. (if any): 122- Del Obispo Street Widening — Alipaz Street to Paseo Adelanto Project Manager's Last Name: Patel Phone Extension:—6350, Council or CRA Meeting Date (if applicable): ' APPROVING AUTHORITY: (Check One) ® Mayor Ll CRA Chair ❑ City Manager icing kpply) 3rney Tager Clerk Provide (1) executed original contract for each signing party, including the City. If the agreement is to be recorded — only (1) original will be recorded with certified copies going to other parties. Please provide the mailing address of any party to receive an agreement — unless the mailing address is included within the body of the agreement: Name(s) Street City St I Zip OTHER INSTRUCTIONS: Please return to Nisha after signing. She will return the copy signed by the consultant and Omar to the City Clerk's office after making a copy for the agenda report. Thank you very much. eprtW Ca C3tkAA_LU� Qt -� C Form [safe: 01-2004 1 D-7 32400 PASEO ADELANTO i MEMBERS OF THE CITY COUNCIL SAN JUAN CAPIS*rRANO, CA 92675 J% (949) 493.1171 �coeroenl[o SAM AI ! EIIATO LAURA (949) 493-1053 FAX o ' �9SI www.sanjuancapistrano.org €ilA6tlSNf9 1776 THOMAS W.HRIBAR MARK NIELSEN ® paa ® DR. LONDRES USO TRANSMITTAL TO: Willdan Engineering Attn: Kenneth T. Steele, P.E. 2401 East Katella Avenue, Suite 450 Anaheim, CA 92806-6073 DATE: August 31, 2009 FROM: Christy Jaid, Administrative Specialist, City Clerk's Office (949) 443-6310 RE: Amendment No. 1 to Personal Services Agreement — Preparation of Plans & Specifications for Del Obispo Street Circulation Improvement Project Thank you for maintaining documentation confirming compliance with the terms of the agreement related to insurance. Keep in mind this documentation must remain current with our office during the term of this agreement. If you have questions related to insurance, please call me at (949) 443-6310. If you have questions concerning the agreement, please contact Nisha Patel, Associate Engineer at (949) 443-6350. An original agreement is enclosed for your records. Cc: Nisha Patel, Associate Engineer Son .Irian Capistrano: Pr^esen)ing the Past to Enhance the 1--rrtur'°e Q? Printed on ,00% recycled paper 8118!2009 AGENDA REPORT D4 TO: Joe Tait, Interim City Manacger� FROM: Nasser Abbaszadeh, Public Works Director SUBJECT: Consideration of Approval of the Plans and Specifications, Authorization to . Receive Bids, and Approval of the Design Addendum with Willdan Engineering for Del Obispo Street Widening at Trabuco Creek Bridge (CIP No. 07167) (WiHdan) RECOMMENDATION: By motion, 1. Approve the plans and specifications for the Del Obispo Street Widening at Trabuco Creek Bridge; and, 2. Authorize the City Clerk to receive bids; and 3. Approve an Amendment to the Personal Service Agreement with Willdan Engineering. SITUATION Summary and Recommendation Plans and specifications for Del Obispo Street Widening at Trabuco Creek Bridge have been prepared. Staff is requesting City Council approval of the plans and specifications, and authorization to receive bids. A copy of the plans and specifications is available for review in the City Clerk's office. Approval of the design addendum for additional work performed by Willdan is also requested. Background At the September 16, 2663 meeting, City Council adopted the Traffic Congestion Relief Program (TCRP) as recommended by the Traffic Congestion Relief Ad -Hoc Committee. This project was ranked the ##1 priority in the City's TCRP. In 2005, the City retained Willdan Engineering to prepare the preliminary design plans for the proposed project, By June of 2006, the conceptual plans had been completed, the environmental review was in process, and City staff was prepared to move forward Agenda Report Page 2 August 18, 2009 with completing the preliminary design. However, in order to complete the preliminary design, the Orange County Flood Control District (OCFCD) needed to provide the City's consultant, Wilidan Engineering, with the hydraulic analysis to determine the bridge abutment design. Beyond the City's control, OCFCD was unable to provide that information to Vililldan until August 2008. As soon as OCFCD provided that information, the City and Willdan resumed design effort, the California Environmental Quality Act (CEQA) documentation, and moved forward with Commission review. Because the federal grant for the project was in jeopardy, an accelerated project schedule had to be followed starting December 2008 to meet a construction authorization process date of June 30, 2009 by Caltrans. Willdan has submitted an addendum, Exhibit A of Attachment 2, due to extensive coordination necessary to meet the accelerated schedule, and also additional work performed to obtain the following: 1. County of Orange Flood Control District permit to build the bridge. 2. CalTrans approval of the project for funding. 3. Necessary Resource Agency permits (Regional Water Quality Board and Fish and Game Department). Pra"ect Overview ,& Analysis . The width of Del Obispo Street at the Trabuco Creek Bridge is an obstruction to efficient traffic flow through this area in San Juan Capistrano, Currently, Del Obispo Street at Trabuco Creek (Attachment 1) provides four undivided fakes of travel (two eastbound and two westbound lanes), back-to-back left turn pockets for Paseo Adelanto and Alipaz Street and sidewalks on both sides of the bridge. The proposed project will widen Del Obispo Street between Paseo Adelanto and Alipaz Street to accommodate the four undivided travel lanes (two eastbound lanes and two westbound lanes), back-to-back left turn pockets for Paseo Adelanto and Alipaz Street, and an additional left turn lane for Alipaz Street, along with bike lanes and sidewalks on both sides of the street. In conjunction with the road widening at the bridge, intersection improvements are also included for Del Obispo Street and Alipaz Street and Del Obispo Street and Paseo Adelanto. The improvements include dual westbound left turns from Del Obispo Street to Alipaz Street, dual westbound left turns from Del Obispo Street to Paseo Adelanto, widening of the west side of Paseo Adelanto to approximately 500 feet south of Del Obispo Street, and adjustments to signal phasing. Undergrounding of overhead utilities will also be constructed with this project. The underground design is currently underway. Both overhead lines that cross the creek at Del Obispo Street will be removed. Cox Cable, AT&T, SDGF., and MCI will be placed inside the bridge structure. Agenda Report Page 3 August 18, 2009 ENVIRONMENTAL REVIEW The Mitigated Negative Declaration (MND) was approved by City Council by Resolution 09-0303-03 on March 3, 2009. COMMISSION/ BOARD REVIEW AND RECOMMENDATIONS The project was presented to the Transportation Commission on August 13, 2003, and they concurred with the geometric design. On October 2, 2008, the Design Review Committee reviewed the landscape and bridge railing; their comments were addressed in the final design. On February 10, 2009, the Planning Commission reviewed progress plans for the project and their comments were related to landscaping issues; their comments were addressed in the attached set of plans. FINANCIAL, CONSIDERATIONS This project has secured federal grant funding of approximately $2.7 million , and prior CalTrans authorization is required to advertise and receive bids. The necessary application form and project plans have already been submitted to CalTrans for review and approval before the June 30, 2009 submission deadline. The City is required to match 50% of the project construction cost for the grant. Willdan has requested $219,410 for the additional work performed on this project. Staff has investigated potential changes to the project design and construction to reduce overall costs. We have concluded that by eliminating widening on the south side of the bridge and a structural pier nose, the project will result in savings of approximately $500,000 in construction costs. The details of the design addendum with Wilidan is attached to the report (attachment 2). The City and Willdan had to remobilize the design effort and perform on an accelerated schedule, As a result, a great amount of coordination was necessary with Orange County Flood Control District, Caltrans, Glenn Lukos Associates (environmental consultants), and the Resource Agencies. Additional work has been performed due to changes to the following since the original scope was determined: 1.) bridge design criteria, 2.) channel analysis, 3.) enhanced BMP's, 4.) Underground Utility District, 5.) and'OCFCD requirements. The requested addendum by Willdan has been negotiated by staff and overall dollar amount has been reduced. Agenda Report Page NOTIFICATION Ken Steele, Willdan RECOMMENDATION: By motion, August 18, 2009 1. Approve the plans and specifications for the Del Obispo Street Widening at Trabuco Creek Bridge, and, 2. Authorize the City Clerk to receive bids; and, 3. Approve an Amendment to the Personal Service Agreement with Willdan Engineering. Respectfully submitted, Nasser Abbaszadeh, PE Public Works Director Prepared by, f®," Nisha A. Patel, PE Associate Engineer Attachment(s): 1. Location Map 2. Amendment No. 1 to Personal Service Agreement 3. Plans and Specifications THE CITY OF 7 SAN JUAN CAPI TRANO N `-A 1 CIP 122- DEL OBISPO STREET WIDENING AT TRABUCO CREEK BRIDGEs� G h�a�-��,� , a�c+';;,�i 1 f ,LJ k• �,.r p4 `s,�,z ..�4 k i 30QG 6cf)o 9000 Feet ATTACHMENT I AMENDMENT ENT NO, i TO PERSONAL SERVICES AGREEMENT THIS FIRST AMENDMENT TO THE PERSONAL. SERVICES AGREEMENT between the CITY OF SAN JUAN CAPISTRAN© ("City") and WILLDAN, (Tonsultanf) is made and entered into, to be effective the day of 209, as follows: "J WHEREAS, the City and Consultant have entered into that Personal Services Agreement dated March 16, 2004 for a total of $281,810.00 for the preparation of pians and specifications for the Del Obispo Street Circulation Improvement and Bridge Widening over Trabuco Creek from Alipaz Street to Los Rios Street (the "AgreemerW' ); and WHEREAS, the City and Consultant desire to amend the terms of the Agreement as provided hereunder_ AMENDMENT NOW, THEREFORE, in consideration of the promises and mutual covenants contained therein,. City and Consultant agree to the amend the Agreement to add to the Scope of Work, extend the term, and increase the total compensation amount as follows:. . Section 1. Scope of Work The scope of work to be performed by the Consultant shall consist of those tasks as set forth in the original personal service agreement with the addition of those tasks as set forth in Exhibit "Aft attached herewith and incorporated herein by reference. Section 22. Term The term of the Agreement is hereby extended to the new completion date of July 1, 2010. Section 3. Compensation 3.1 Amount. The City hereby agrees to pay the additional sum of Two Hundred Nineteen Thousand Four Hundred and Ten Dollars. ($219,410,00) for a revised total not to exceed contract price of Four Hundred Eighty One Thousand Two Hundred and Twenty Dollars ($481,220.00) tQ Corisultant for those services performed as set forth in Exhibit "An. 3.2 Method of Payment. Subject to Section 3. 1, Consultant shall submit monthly invoices based on total services which have been satisfactorily complated for such monthly period. The City will pay ATTACHMENT 2 monthly progress payments based on approved invoices in accordance with this Section. The City eliminates the state Schedule subsection of the original agreement. Section 4. Entire Agreement This Amendment constitutes the entire understanding and agreement between the parties with respect to those additional servic..es described herein and any other understandings, oral of in writing, are hereby superseded. action 5. Other Terms All other previsions of the Agreement not amended hereunder shall remain in full force and effect, ATTEST: Icy: Margaret R..Monahan, City Cleric APPROVED AS TO FORM. ! wayfir LageVIAt. RM&W.A ♦ rs W i � Se6U28.i CITY OF SAN JUAN CAPISTRANO Mark Nielsen, Mayor CONSULTANT By. 1LLDAN- YQvr nng remah .lune 1, 20ti9[ Eng!'heeting & Buildilig Dirend r/Cit 'n C11y of San J-0an Ca pistraob 32400 Paseo Adwafttd S -M bran tapLstranqj CA a2:6775 S�P&dDof Oblspo Streo. Wive prqjt bdf.ften A11POZ SWEFOte 009 A#d"Oum No. 1. Dear W.Abha8,71adoh, pddefty,-[s•t&. providii, -the Chy- 6FW-J-uAfi CaplAfano: qUality dettgn services. and tneei-ffi- e MyV A Ing 7j� rojiect schedule and furr& deadtjt* gaah�-;�Is-,00 W16 the 6,ef Oibhpa� Rn!ot W.id mog P 4d0V'ee-h Allj',ba2 Street arid Pa;se,o A-cw% m. -D, T, he 4"emutyaduleiftd.od a. tm�-nyeardesjgft effort with tbe design Ci]. Arae btcoMpletod 14 W06, However, dire to.'frabuco Cftek and San Atom Greeff channel a:tjaiysts b4(ng p.gffbFM0 N' theAM--.Y, taros Q'f E-okCto s, i t 5gi Vontly. by tiie Oraq&- County Flat d GbhVpl Wtnet (pa Cj).Jj ORAOSFO 1h I The completiam-afthe (XkD aha by, by, PA-pz.'Ift2bM afioved fcT Lth. rP-fTPbj#n40P Of -the design of rte utffi:in.k the Trabaot�L-�e bridge and cbannjE�l sfAce- th6 Cit- and W #m ,e"d tf.wdesigo �Eoarft Oil this Cit- j114 a4ielaratL-d schedule, WBilden reviewed ''€he PrC"Je d desip sntkjs.and Weqp-d of Work (FAi-bit, A of Perzm�i A' r)T�nt dated Mzjetb 1-6, 2t 41. Several e'lements of the Pmleect haVg-,ChaTt"96dLSi.orce. the, oij9(njf.=.pe wrag. deteri 3itt i itycludtr ig, tidg� deQgt cxit�rra, chaprm akfawig, eitllatt wpfi, the U n utility 0rsmrt md ocr-CD. rcb. 5, 2009, W111d.an. was dfrtcted, to -proceed with dject desigsi, iiqcju'dmg-, out of swp�� VKtk, mth, the final f,66- for effi) fts to b4. pegot%ted, Srubsoquoht meorfisgs-betvveeA WiltdAil 4rW the MY ba Uar'ch 20, ZGGbzn'd March Tli2009-, resulted in this nag stlated arrdendum scope of Work and fee. A benefit to 50rhe. Of the- ifltfUded dAsigh tasks iftlude changes to the prajgct- snipe that resulted' in a construction cost.savings, iz the City, of approximately $56060 IndLang- ri m"6oig t6(t sauttietrf brid-, ge, wi,deqihg; mj.rfQrri7-Tag. cNanne#. re.Const.ruttion, n -ow briep,c-pristructiOn rmethb6s. arid, -ambfding privale propem acquisition. 714.978.8200 1 SWA24.9144 I 1=714. 878,8299 1249'1 East: Kfftella &vGrtUe.; Sufte 450, AnaheiM, CA 928,0.6-6073 I www-%vjjjdan.c0tn EXHIBIT A Del Obispo Street Wf.d.erkg Plrojabt Iresfgn Addendw7o No, I. utre 11 ZOOD Page 2 0 %f MMLLDi y N ., Engine ne'!Cti -mi Vvifl&rl is fwk(og fQrwqr4 to' OntiM109 W 'serve thO C Of 54ft JWirC*Ig"rt6- site thFs impd qatt at (n41978 X2055 Sincerely, Kenneth T -Steele, P. WIfIdan Project Manager, TransprmfToi� EF)9518enig I GeotechrlTcal I avlr6nmentaf I Fwrtanc!'al I Nmmefand Security 714,978.18200 I 860,424,9144 I fax: 7�4,978,4299 1 2407 East Kataf4Avenu% Sulte 45b, Pmaneiml CA 328M-6073 1 wwwwiildar�.com DO ObISPO Street Widening lyrojeq Design Addendum No, I $,u n q 1, SCOPE Or -Al iblilONAL WbRX Tia.*-AOi4 C4 cdofeba1�0p[M-eertigs WILLDAN your VVIf dirk , fid. ti> iginal sc p l l ftlexf Ott"danreat§IX M. trg pr City feqjcq wijh Qy, County A4d o ho ct an fu Med b - a ageno During the first iso years of., this prof fg W�.j thesix mjr mgs. Eruct ted and etwn thro prole o tfed w P. Wt owolftalo gh, 'a hlpletf n Mwa staff Membtrs have dftMdam 1welve addiflOpai'rneeting& wft - the t-4ov r e the ' last three YOM, T415; ta-sk• locluda; prep8faVon., for uri4,gttendafja at tW(lire adojtronot mp-eft-, Thg WOionAl effort to PnffO04 the#OffiM tiff-ttA5kWJ-954 WpvtAtd iss abVrf in-Attathipot4 1, Additionat MeetfhO reqoifr�j for UPRW coordIM40tT, 0-T1V'JF0nJMerA01 dOWMent CoQrdjh`4t1Qn alld planning cbminission. Meevn,& attendafrice are addressed under, ojW.tasks. TaskAOQ LrtKwxQfjfl0tioftsw1d ma�plqe TN wgoifl w,?O jb0vdp,4 the nktification ofagility061RAnletti pra LwI,1 1d an lead prbvfdd utility a$c-s two Ytilky otices and completed the txdW-vn-pNoing 6a - jgrr pblw, voftr9rollad. WAY Distr'rc -. 05-02 vvas created Uy OTP, a4 requiring ad.dit,10hal MAppi!1g, aorre tai sd WiRdan l�11&, abbMdL:A ffi0vt Wy U13b s*!.eftgp 80d provided exhibks, CAD orawflIB4 upfoded.-files, 4ellvened'CN and rqvloWe�d tdifiN adffipArq des7ign W Tncorp&aw the pl, j�rntnt of 50"E, Cbx, AMTWO MCI WWOT Tha brO&Wfidemrg AWMre, Tbf.Msk ire uds-- and cw)--rdiaaUQn and attendance at monthly- U.Ub 05.,M. LiMl [L)r Me&fts, u PdaViV9.. Lthe maDp ing. fGr PfTx,--t JL grid PhAve � twil itit�, in tj U -<6n of a. atil ity- pian. sheo.t iil the. proptt plans. aM reMrLio indtisf)4p of utilfw- mform. gioft wto tftc� itq'ka, pl-aht, as wou as reser 3if tie bf0cw Noex6es.The ad&fianal effw-tto perforM the' items, 1.1 thjfs-ta�k wv.s- i24 hotgs 0-00 is: shown �f Attzdfment i, Task'A'Wa FEefd RevFp-w they Wjfidajj design of division managers and design staff, revisitift th0-'prqjer-t site and conductipg a field revi0z* aild 40a' int the PW6 fts in 1009. arfd 1009, Th.e, Fffitiaf site recb rm4lspnce qua geTfOrriWO in,2004 and revisiting tbo sit4 was fe 4tfifredloa veru fie id condi ans, idebtfN recent ihiproveivent' -aqcf otHity. wnstructicM The Addlitional effort to petbnp -r the: iti�zr � itircluded it' His task Was 36 hours. 4nd is shnwn In.Attar hftjent J_ Enginee0n.g GOolerhnic j ElvirionmentM ¢ Finabdar 1 Hi)me]" r 714-978,6200 d 8M424.9i4.4 [ fax: 714A�.7a:81299 j ;4401 FzM XatWa Avem? . Wit, 450, Anaheim, CA 9ZM5-80ZS I wwwv�jjjdanccm Design AddendumNa, 1. J.unt 1, 2009 Pa ge 4 Tiask A024 geometric Plark A02.4,1 uip-life-.Mject seorftfry I LLDALNaur EnginBering fi4rlhl Wilidaft bLivN0 the City ap.pXbved- prqjw- wepared. fn.2004 !if order to incorporate the oranges ).hVolved- ift the Serra Nuza design and the eriminattoni of the Mdv sq4thp rrf WWerfirTg, -rfM. 00005.ed gpiametrk;s Da Paseo Adolanto fthe tdOesl` - - 0 t- - .. .. . �e v gpv- 0 Rrnt�! -4 t tmtsigdaj aod deiffarative carrier hard.kope fnstalte4 by -fte southeast mm, -r ofthe rnfamefefian. 'Coordinguan: With Serra. plaza at t Mer City, ttaw[� ehgjqw apdveparafary of Truck tq)rnFng temgjales was requcro to detefH e the r6yiked roadway g, ometty and stnpjq& Recoiltly W-040 aod the City id#46AM a edawu cOan.ano sash restriping Mal Wisp street io ebminIte WIldeditia av thL- saudt side, of Pet abisOn Stmet. Willdoll Fe -Ws €i:tf* prcqe9ftyOgtOps to tneprj2qrate The additional effmf tea perform the ftprns mckide.4 in this task wash, an Alta�;hmetil 45 Ours, 41r, shaW n In Update Traffic Atiafy4s This task 19cludes updating ft trgffiL, analysis and repoft. to support thigionviroo e ntra I rfacrum . . m. . OtA 4S descrfkd in the.' Ildroo pog.a0l O.VeO AP41 3, 2004 Oeo, Attachmm a Oty:k,-�f opn.c4rirp-d with. t,, addibanzO WON add IRe- jbaiytis �tid ri4pDft- were updated .and' prided, to tha My- M;i ta:sf< incm, Orate$ that-PrQvOrs'alin , t-biaoverafl AdOndum and fl'i--.fee -ask Is f, I - 1. Task AM Thit task fm4Udes,. addiftiot%) flod .survey -that' Wts re4t4 ad Wt-stdiS dif t4d projd liffi. is to sg rsf , 'QC -4 feq4jpe,rqotiU ailItf afs0 ObOm woogM04ig ftofure,5 mofig tbMb ftseq Met ftO aid MW- 4tWot, 0CF-C-D feWbad 4 fieW'surveY of the invert statilization str.Luawes norffi and 5-Obtj - -f of the prdj�ct- Omibwfth!�-, Trahago crefik jr&e4d of JA4rig 44 -wit, Ififoeoglqei. Smey of sqah P; sett: AdfAaoto required tj).,vQrRtbf� (O Maza, COAS&LIction,,of th& eastera- dLirb bine. atd, 9SO design Of the Vasbv Adelanta street Wiclaning and retaining., Wall. 'The pkoement- of a 8.M -P 5fte wi.thIn tba Gounly Right afWay, with several Oyjairta gas c MipanyUtj i*ed -a fWO OPI.Pgra'.0k v" to ire p - te' -the ftarv� in this. task utas % hours and is d, Th additipi)4N effort q—QIrOjd V petform sftwn in AM. chm"t 1. 714-LI78-8260 1 80JI.424,91144 1 W -014,97M,91) t 24Pf Eat Y-dellaAvmu^ Suite 450, Aii4hdm, OA� 0580:6-W73 1 vaww.wMdan.com D& Obtpe Street Widen[bg Project Orsign June 1, ZOO' Page 5 TZA AOSO EW100ring I LLDAN EnOMer6rj-n'g1 ,Y-8po`?crh� This task indudeg. 4pd 4tlog 0 ,ttrff go technical o&e6ring reponat dede'4 in the'Addk-16M Work Requdst NO- 1 dotbd November 4, 1008 (see AttachrnefTt -4� Cid staff wncurred with the addfiwrkal work aftd the 4pd.*d repot wu #ro-vdfid W tifz SAV. -N's, Wk, tfit& -9 4 L'. R� p, e t WiSp req0af MtO thys overall add3andutn zfnd tbe:&! fb)'tht;, task is Included In Aftachymnt. .1. Toskmn - undway ocaurt A0.6-13 ROt4ihrhg.VVA(L Oresign %5 tt(sk tjlclades'the 'de gn of 'the rp�tgftj4ig W ..aji [04reo hj.t N'tbdOsft" MdO -Of Fast AdletaMtd- W-fildort will perrwm Arud�uroj (21migiorm ba -Sed dh tw �O!Gted'mfdaf Inv6sligation bbieuvd fw the bridge w.14emng, and the baelng rtquketmnts� jdept� L 'by thP INCFQD. Wittpk�(it lrotoajt d�, 6 rtS lrevp�g LM sta r tile Wogmctibn Of t h t, WTICNte: WWI ATO Will a reuflrr�ng WRwallPlai'j' god, Odol ptarg �b sing. resr lft . ftZ fiT and deli d p& r aura is staid r.d plank.. Wall oAbyetfc� are iibf ifttiu&& The, additicnaf eftrt ta Perfo. mthij sterns fn tfa-taA was 5q haws and is -shown in Attachment 1j, Osfgfqaff�, the east SWO O.f'AIWZ 8treet, Oorth- of NJ Ob4a Street. was goio& to lie widerred. for an: additional Mne. and latTe drop.. Tle pity has icNntOfed that this Widemkig WM nar 0-mir WRfi tho pr'4edt However, "t ie widming of -the west pidq of Raseo AdOWX1tO:WVtb of M ObIVO Sit?eOt W8 added t6 thb deloigf6 Th6 grep-af-atiort of z, ot�3 atfsl profile street for Fast Ade -farts will be, lareftared €rT lies of tit This task' ioctudwth-e retL%rth- Md deslkyi 617- a wader fine flex coupliq and vault far the r1t'w12'1' Water ifne-,. the eySsting water Pnos trwilng fhe brid[g� dof rmt, twt�ia Rhe desigd ph;2e zh6 Qty. rziqt ;r[ the thd, e asJO RUM SIMUr ib the vKr .aEr lige crmlrlg at the 5ionehIll, Bridge, V111dan has researched, performd cacu0 Llotf rfs and design, and VFreprore.d Er. detail sfiL-ef far fbe fig arMtl r Ad t fl t 1 a r i a ty, W i I W a -a resiaorth0 t h Li p ol, eAt j'j j I t f s; e, ofe poXy co 0 te d z (rit t fitted s t e e I f ff jjtj p f b F PVC pr as requested by the My for inclusion into the proCt design, Ttfe additional effort to pi-iff" fhe iteffro in this. tzisk W4s�% hoofs and. N shov�n tvi Aftathm.dAt 1. TaskAt;63 Structural Belfto Engineeri' I EfIgInDf4iM9 I qOMec?YfliGa? I &M=MePtal I PlnaftjaJ f Horan) d Security 714-476-82GO f a00,424.91d4 1 fax, 714,97S.8299 1 24afE40t KatOfla Aveol'OiSdftg*O, Anaheim., CA 921 06-60713. I wwwwilldisn.=n 1kf-'bWP;O stma widi�nfrig Deeip Mdbridur" . Vne Ij Page 6 AMA 'Your MOO The OKOW MP05al for the Oigftmimt of t4e- fOTLT -OMeO W.As baseO dO tie bridge beind, 04d�ned QP z. - nOdh' side anly� RoWevet, ' dwifing the early design Phase Bnd dMassib%, With the Cfty tP Provide, q1tift%�6. iforridfar"georrietrics, 4 WOs'F#OfttM0f that a small w - tjiii4� the, brifto a . OAthe Ottfi Of he W, 5 MqO'ed- This southef-n gbrtVeo is; a se-parate #xucw're ftom the nortbem portm and required addftlenal structural engi'Iet!rfn9. ef f6rt-.:L `Tbis. t�sk 1hthid equ, theJjtiopaL vxorttfrbi ca!Wfati0nand 041Vsk %3f were, PerfYrMeld' acrd the addMopal cefisvVctfori flans and ifet"ails dfi'oftped to reflect the -sotith.em bridge wrderli . Ubsegm'MdV-, tht- City 4bd Will -don reviewed the Oppw1uni-Viies to �r6d? ices caiksttuctio-o co§b5: and ASP meet the expedited prol, deaU4. sch�dUj,&L iij&dq to., MO+at ftijjOog. tmys iter_ b at; t�ese RPOqurflues indud&d, dgs7fgrchagg s to AVWd f t4M09h the reduction of bike lone and traffic lane widths an the bTlifs, ia. ;WPIMUM req ali*�t?t5., Caleviatlens were gerforme'd to verify that thPiijOstiftg s,dgftflft �kldffiq ivinf&,wer cfjkAd '.tructprally sJd`eWofk'. aril btidgO aU_OLO S$fdo , 6 wue�bg_ bj� w ers rmoved ftrn . the prqject rtsuffing hima SubtbnfW constraeUa n-c*st savtqrp-fortbe: Qty.: The ziodftlon4f Offiaritb Oaftrm fhe rtMsjath' task-w-asIWh -rsand h- is 6 OU is's OwO. hAtUrchmopt.l- AWE�2 LIOe6olwl Afl-d M,Cur.vv Ater Arra VbGep W. - fir this, pto)tkt, it wt s discoygred that "vell-V. 9P, M''Tk*t there om appewama f�mt to 1-5 -11"teptibld :to rlqikfatflofi un&r eaxttlqriake L of tayet-belOw i4e exisi1j)g:grade is 1*4461 -- LlqQeUOOO is dOtrfrL0OfI0I tO -Vtl4ge- fbiifh'&010�it low's Soil wehgtO And conflnemont of the pi( soc tj;jjj. Th&4fo-fe ihe pftri lose their VeTtkaf and hMIQnMJ c4qUlties j P d p rvA u ce semm ical fyinduced se#-Jemu n ts, fa adds the Task AD. Ift T , A0415, IR aider to determiiap- tbL- rnteefty.of thp p 'osel b - flqqOgLd&p, *ttill stt cWfal 4 OjVtls, W Lqjo hdedj�d, �A]6an refortad iA . . - . . . - TQ 060chilkal wlgih&oirrng m.pOt Wt. Tm, and tf'c�avd' the OPO!5ed Ole sections as froqstandlng zolumns and ca' hculated TfteVvertkal and lateral str,-no. W ,:arty the gravity load trnposed from the 4'rldge-VaM. Additionally, tha design Standards. Used to perform fhe initial bridge des�lgn to 20049, d in :606. Caltraffis updated tNk kcelgraved Resp ase Sp' Ctr -'Ofv�'fbdesign seismic, �sjgn in the e -'U%ii (AM) � (Junes 20.06) dotUmant, The revised and mors- conservative AR -S Cqrve, superseded the previous CvNe resulting M the nL*ed to pprfo.rm seismic structural takqjtttOns and 6r%qineOr*ng j GaotecjinjCoj I EO*O�FientW I Financial I secjjrjty 7114-978-8200 1 SOe-424.9144 1 fax I ,- 714LO?a,a2qq t 240-f Easf KAM.L-A Amue, SUfti, 450, Anaheim CA 024b6A073 I VWvYAIIdan.=M ael GWFIpo. Stream W 1det*is Prpjet A DDesignAddmdum Na.A YN WO LLDEnginealing Math Page 7 TN: insult. - of the: cal6abtib-ns using the reyisod ARS. curve, i,aqufr#d that Wty b� idge Ojetnients bL:i Fed i2s1 gn W for a. 13 rP t $0=-, i(i lea t tNe P re v i a S ty. prepared pins, d eAAO 19. ani:# Wv id u ra I e I b -.menu- o ft t he Amlect p W rf s also, h". to bre rWes9pW and 4p6te-A. 7bjs task irfebid6� the 'add W0491sOuctu.raljtnelrkeeft#ffbft to Orfor-M calculations and: analysN and updgw the 5U=tural detRlis assqClated u4th *AftctlOR and t1he neWA% GANe per Caltran"S S'Mfi&rr4, ThL5 adXIVOW PdfarT td peffbmtfo aMs M tWtOisk wll;313 h-605 WId'M.,5hbvA.' in Aftgchni) ft L AO6 .3- Underground Utility Details Resulting fro.rn ti've inr L2 05- Into The project ,4-e.�p,.,tfio 0116� brr4g qj ,,,Jt�sjon of UrV - 01 J f _ej 't, re!q4ired. W design diose add[tional oPerililfista-the dtAvn'SWm -and raquimmem of th Tb.rstNe MdftrjO7.Wl'.Strua. , UrA Oh.,giprO. Wrig Odsign 141111es. The a4ftenal effort ro pe*ri-h. the ftp;fts jh WrsUsk-iA55 ROUrs and Js!5bDwn in ok a - ent Task ADrY4, Chahnet 10 Ari :1 O= aapbft� w,*arad 6t, The 641�,3[sctipeOfWork [de jntirIP-dtlitttWigdatI WQWdvCrffYrth@tfire: hddgtWIdLlTft did not [ric, O�Asethe current cbattme[ deficiency ufjff4vithe Army Carps of Engineers - (AC'Qt) hydra tilt study PCO P40=0.fa Mrnfifete Oaflmj the OCP WAA�ter mined- t6t 1 req -0 to utiz ile flow rat,- n umb secs u'rq4 Wijfda. 'f-ol-p the. AM mport., UWrllat0j, tlid QCFQ r�qqked tht Or#arat%raO of Wo I(V4"Oi of TM-bticcr CMO -, MOW, tie Weaii tom; doWli earn flnv8rr,5tWffl2ee5 as well as -the atyafy4s of piereAemia Fol aw[t)p, tompletfon (if t-WIS aria yr,is an, d additional tma6griss With tl cpuntq� uu,- repoFt Was rev:d per Guilty IfirgCtIm to mad -el thl--. 1ACILEW fl d Piet' POW& p�� Z 4W 3� $ b t t, rer*rt,M"j&iPJ', the CO-untV O' e MO the removAll of'the pI6.2,-- rzios.e'to. W M -M,.- 0.s ed from this. profect and c-*nstruded.ps- part of a. future Co�n3y proiect couniy comments reqvired changink Lfie charmef mo&f tit r4fietit the slrf&ie pler nd$e'and the Mpart Wasi agalri revised. AIS. iiip't . Uded in the report rzVfs th6 4ion wo�s, the widoriv,� undercro,5smg MO aiid retaihlng walls per :Cbupty'commerz- Thi's Usk Trjcwes th6-pr6gargObd an4 re%Asbrit of the VaNce CfeOCha'0r!.W Hydraulic .Aepeg' prepared by Wilicizin,asreq.141redbyb)iabCFCO. The'addItionai effba to Perform the items in this task was 316 hotin and. isshown in.Attachmehr 1. 714.578-6WQ I 800,424,ai44 I tax; 71 4,978,82W J..2401 FAZt rA 0006-15-373 1 www.willdan.00m nateliaAVenue, 51 to 460, Art-Os?N 0. lief Obispo. Street Wilde-j%vig Pr -We -a Design Addandurn, No. 1 June 1, 20.0.9 N&P 9 A0641 Pier Werksfdn Des7ign r-2—AmVr, aldbildng WfLLD-AN Your Eh� "in eon' Thf�t4klndude5. the *ucbsrai anOsf& and p.er(jCMb re M-% b string. the: destW phase 40 pro - �tMeetffi ,CD tfi� tvO.-PfiarA9wgw#hthe newbYjfte Om' and subsWO'AtY'revid thI!W0fsfwi to,incitrdeom piernose- W-111da'n has peMmed design cAlculatlons�and Prepared. plo% sh4eU in tb,- tbh�McUdii dommi2liff . the, required due to 6 -it torfftnxVOA of a sifg.fe- pier. nose. The ad&fiortaf effort to per=form Me item5 in this t6sk, was 17 hours. Ta* A0156 Landseape Archifetture This task ikiu&s the indreasmd landscaping 'and birf-swate design -efloiM Ouris ,g the design ph - : OWs Design Review CQMmMee art4 FIADnft Cbrfimjssj`bfn re4uestod aq emb tandstapifig P%h tIrfk34V to the L04 810 Pqelc th*0 war, mrently 4evjJoped, The Mteht and 6M,66n of the Wtl lands gfitg- has exeffeded tho gmsssy swale anti cipaYerf in t -h -e, qrigfna soope�,qs watt as the. add on of tandscaping pd irdgattQn 11=9, tftle Ntdkr7rr,9 "0 On so OtA PaVo Ade4qtito and Atte'nOAni' of the Wndwap,e Ambiti!t--t at "rite pjarurijp CaM-meetinp A-AdMorially,,.. the. purposed &pd�d grissy swalehas been repla m.d >Wit4 a vvafjjtr4F? pin systm WfWWng. of c pIng arm 4qn"aiatl to tylaft. wren drain Systems. a a - emtt of z invQMP1 abd tm 4()..1,, In MOP. Me AddftrIon;A eft.1 feq-wived Ta perfdftn the Iternsfn this task vas 53 hours and is slh-awn in Atta_merit 1, TaAA.667 QUMtjtjje$ t4 Mfnat*L This task lhdlodes -the adcr fb C= ZOCWP-d i �he addi$onil jjio�.rmL effort to: per fM e.S-t.IMaj�eS a ah t landscapi)jg arld irrjpUorj$ ffeX ceupft r,0*0 toxrfdrm, the ftems- in thistask. was 41 haws and isshownin Aftagtsmont- i. Ti§Ok-rAOR sperjficam� This task i-ndwes tire a44viDpal e0ort td PfePffa sp�-,�I prt�Asldn'§ assWratecl,wftb the ad4itioml hndscapift and irrigation, flex coupling and vault, rert-MbIng wall; a r� pier, wse-s�, Wo-!m1b d incorporating. pri)'VWO$t,C, W tfie� UUD 05-02 utility W4fR W'40 perl:orrit 6 by -tfie OW5 toWatt p hb&sOd Kshown JrrAitachmentL TMsk �,-10a West aaxt Me U ridopwt Dosign This ta:sk. inctudQsprep -'pnng a cost e-stimate and design f" a wm .estebikd underpass. The Ofy ,. considered intr6dijdrsg. a rfbw bike underpass" at the,04sf bank of the channel under the, bridge, similar Engiheefirfq I G*fa&nfcM Iavimam�entai j Fin5nds] I HorrasWrio Security 71 4:9Tla-aZ60 ( 800,4241044 1 1a4 714.VUL13a i 2401 El�* K4jefla Avem*, 8LUIp, 450, Anahalm, c Del OblspoStr4et Wide'tfing Prq,�ert Design Addenduen Nb,,!. .tune 1,200 Page 9 W ILLD AN Baur Engih.eering imch to the existing bike underpiis-s �t the east kptk,. Ti e- City roqpes�ed Wiildaji to c9st e-StImst-- *Ir the riew WWW urideT03,ss'for budgMary'Onswf --ral-tor, bt tha (ity, WM"In P),rfarrned a cost asbmote and, sobseqfioFLtIV fncolporAted the. wmern bike u-nderpass, fka the project. pfans. Rt54A'ftg frOM OCFCD rev ieW and recent Ys WgeUry Ifie w.bgefft biw Path Aad tar a Ce.aci ass road W, channil 4rde i3op4 m-mritmcijori hps: beei) erumintifed.. Tice 'additbilA &aftfortfie items inthis.laskvns-.43 houm and is shown In Attao-Knwrtt-3- PtE FOR ADDMO.-NAL WORK A total fge of 6Z!%410M hiclujdes for- work arready prbvidEW and for wmk to be pravided to completO tho P-S&E design. Ehgine4CMg 1 QQoWdMical I FinandEd I 11 mofz;rTd Socctty 714,978,8260 i 80[J-424;9144 i W-, 714,978,824 [ 240,; Fast.KAtepa Avenue, 80ta 450', Anaheim}; GA 428C�[t 6073 J z � TI1 r h vY Y Y Y' Ila» a K M x PI rl W � P � IT Rf^y M.S b Ct tl C� r C n 4i a It.a �t P R ff' a'Y Oi r C 1 a W g rl 93 TI n a w S I IT M H P Y yyj iI Z A 3 8 8 f m t Y ( y � �UF a�� $ a M 4 MLS a N a �, Y f 4 a��sa �, 3 #Q� Gi ry C WILLDAIN Ser�3nr ?t�bitc {�'��itCies MEd. ALAN P. OSWAL D SENOR ENGINFEERnRAFFIC ENGiNEEMNG AND BUIL DING DEPARTMENT QIW OF SAN JUAN CAOISTRANO '32400 Paseo Adelsnto San duan Capistrano, CA 92675 24,01 East KaieW Avenue. Suits 450 Anatoicn, CaftTk 928M 73419713-82iM Fac 7141978,82-09 w��,+a�it�an.ccra Sub*t: Del Obispo Street Bridge Widening Over Trabuco Creels Traffic Anal is and Report Dear Mr. Oswald: VAIdan is Oleased to submit our Scope of Work and Fee proposal to .provrid6 professional traffic engineering ser oft to the Ciiy of San Juan Capisirang far the Del Obispo StreetByWt e denIng Over Trabuco Creek Prnj We are excites! to continue to mcave this project forward and assW the City in meeting ibe project goals and scheduk. The City of San Juan Cap€stmno Is requesiifig the updble of the Del Obispo Stmt !ridge Widening Over Trabuco Creek Trains AnaWfs (fated Deceniber, 1, 2006 .(RevIsed)to support the en4onrrental domment - being prepared by the City. The follenving Scope of Work and Fey: (Attachnvnt A) includes a project understanding and criteria based on the €nformaition provided by the City at our meeting held on Mare 26; 2008 at the City, Please review the Scope of Work Items to confirm our understandir e of the traffic.analyWis crtteria. We are confident in our ability to provides the City with a firrett documefit preparation. If ,you have questions or require additional information, piease do 'not hesitate to contact me at (714) 97M- 1105, or a-nmd me at Weele@�6jfldan c orn. Respe.if"lly submitted, Willdan n Steels Vice P msident ©anis on Tanager, Transportation cc, Nista Patel, City of San Juan Capistrano Bill Ramsey, City of San Juan Capistrano ATTACHMENT A dEL OBISPO STREET BPJDCE'VVIDEMNG COVER TRABUCO CREEK TRAFFIC ARALYSIS AND REPORT A. PROJECT UNDI�RSTANDING The City of San Juan Capistrano, is requedng the revision of the fad Obispo Wea Bridge Widening Over Trabuco Creek Bridge Project Traffic Study -dated Decetnber 1, 2{6 (Revised) to support the envkonrrs ntw dowrnermion being preparad by the Ciiy. The report will be revised based on new trw data and the falbvv�g criteria: • The project is expected to be con&ucted in the Year 2D3. . • A one percent grr�vth factor wiil be applied to new ezrsiing count data to obtain Opening lay (Year 2909) voiu€r as and fuWre volumes Year 2035. B. SCOPE OF ViORK Task 1.0 Traffic & Quetdng Counts The work effort necessary to update1he traft study';and evaluation is as foilosyss: a. Obtain c uae nt count data at the four study intersections of • . lid Obispo Street at Alipaz Street +� Del Obispo Street at Paseo Adelanto * Del Obispo Street at Los Rios Street • Del Obispo Street at Camino Capistrano Per .the City's guideiines, the Locants will be conducted in the AM (7-9), Midday. , (11-1) and -PM (3-6)peak hours. These Counts will be pertbrrned'on a TLVesday, Wedneoday arta Thursday and the average of the three days will be utlibned v%ftin tl7e report. The counts snit to conducbE rd while school is in sessian and before: the sumrrrer rnbrmths. b. 24 --hour direoiortai count on Del Obispo burr Aiipaz Street and Pam Adelanto WN also be conducted over a three day period. c. A queer Q count wil be performed for all left ium movements at each kite�an counted. Information such as the numbez, of veWldes in the poaet, the: nuMber of vehicles queued into tinea: through lane and how many vehicles miss the cycle vrill be provided. Page 2 ATTACHMENT, A DEL OBISPO STREET BRIDGE WIDENING OVER TRABt.= CREED TRAFFIC ANALYSIS AND REPORT Task 2.0 Traffic Analis & Report _a. Analysis will bL' peribrMed at each of the four study intersections: Del € bispo Street at A px Street Dd Obispo Streat at Paseo Adelai to, Del Obit Street at Los Rios Street and lel Obispa Street at CaminD Capistrano for the following conditions: • E)dsting with ung Geometrics Opening Day (Fear 2009) with Eadsting Gram Opening Day (Year 2009) with Proposed Geome fc s * Yew 2035 with ming Goon efts Year 2035 witft Proposed Gemetrics. This analysis will be performed to determine the Level of Service at each of the intersections listed above uffibing the intersection Capacity Utilization QCLJ) methodology far the signaltzed Intersections and HOS for the non -signalized intersections. The Opening Days and Year 20S5 analysis i oth with and without ft prajed will also be analyzed utilizing SYNCHRO. b: Previous comments made by City Traffic Engineer (Alan Oswald) dated 12113101; and the subsequently City approved Table 2 LOS belay revisions provided to Mr. Oswald on i12 07 pertaining to the Trpft Analysis (mbar 1, 2006 — Revised) will be incarp6rated into the updated analysis and report c. prepare a Draft Report to be submitted to the Cky for review and corr :nt. d_ Respond to City review comments, revise report accordingly and submit a Final Report (This proposal incorporates one review pry.) Taut 34 Wings Two Wilkian employees will a#tend two meetings w th City staff. One -meeting will be held subsequent to City review of the Dmft Re' �iltai to discuss City reviewcomments.. 'he second trPeting will be held at the Final Report subrruM to discuss the findings and conclusions. Itltilidsn wiii .prepare and d"rshbutea meOng nates for the first meeting. Task 4,0 Project Wrtagement & Administration This task includes progress monitcaring and supervlsing to faoil'rtate task cornpia-don and delivery, coordination with propose! fel Obispo Sheet design work and maintenance of project files. 'age 3 t -i ATTACHMENT A DEL OBISPO STME'T BRJDGE WIDEMN'G O MSUCO C' RESK AND ' TRAFFIC ANALYSIS AREPORT Reirnbursabies Willdan will provide ftree copies of the TrAc Anafysis and art at the Dr.At and Final 'subrnt tats to the City. Reimbursable expenses include photacopyinq, binding and delivery of the repo. Reimbursable expenses wdl be billed at cosi plus a 1.5% markup. A budget amount has been established for reirnkursables and backup will be provided. C.. SCHEDULE In order to provide counts outside the summer months, county must be completed before Jane 1, 200& Vl a Would be prepared to login work circ this study upon rec4t of authorization. We arr0cipate that apprwdmabaly three to flour weeks, would be "utred to complete the study alder recelpt of kraft count data, Willden proposes to prmide the traffic a gin en.ng services as Stated above for the follovAng fee as Identifted in the tasks breakdown* Task 1.0 Traffic & Queuing Counts �d 1,gi1Q Task 2.0 Traffic Analysis A Report � i6,80i3 Task 3.0 Meetings "$ 1,180 Task 4.0 ftject Management & Adrnlnst�on $ 1,020 Reisrr crrsa des 500 Total .$31,400 This proposal is based on the conditions and ci'iteria'util'rzod in the December 1, 2005 Traffic Analysis and. changes to those conditions and criteria induding the proposed or existing -roadway gear tics and the tram signal gpeutions are no expected and would be considered additional worts_ Any works effort beyond the proposed Scope of Work*tl be based on lime-and- rnaterials in accordance VAth Wilidarr's Schedule of Hourty Rates.'This also krrcludes attendance and preparation for any meetings not -included in the Scope of Work, Prior to engagingin any such work Wllda' n Wtl no* the City in writing. Page 4 ATTACHMENT A DEL OBISPO SnWEr BFdDGE VVIDENNNG OVER TRASUGO CREEK TRAFFIC ANALYSjS AND p.EpoRT umm XW ram Mo MA -%miff 14M XW ram Mo DOM -1" flom UUM 91;.w XW �6y mamp no*mn*K us i4 dwrA a tks=wu F*UVA poge.5 ram Mo ps" flom 91;.w �6y mamp no*mn*K us i4 dwrA a tks=wu F*UVA poge.5 t�`` Y ' r.�.' i r� �7 WIUDA7A 58 c Lt�E7G At 2ilC p5 ;nafieim. {: alit{irni3 1)2806-60-11 r.;;v:..s•ili�in..cam November4, 2108 Mr. Nasser Abbaszadeh, P.E. 1=, gineerintg & Building l irecittrlCity Engineer City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Subject Del Obispo Strut Widening Project between Alipaz Street and Paseo Adelanto (CIP 122) Additional Work Request No. 1 for Geotechnicai Engineering Mask Clear Mr. Abbeszadeh, Wlldan's priority is to provide the City of Sart Juan Capistrano query design services and meet the City's project schedule and funding deadline goals associated with the Ciel Obispo Stmt Widening Pioject between Alice Street and Paseo Adelanto. As Wiiidan and tha: City remobilize the design efforts on this accelamted scfredule, a review of the project design 'status is needed starting from the encs of 2004, when the work effort stopped, and what has transpired over the last year since the completion of -the PACE report for San Juan Creek. Additionally, a review of the Scope of Work (Exhibit•A of Personal Services Agreement dated March 16, 2004) and the work effort to complete the project design in May 2tlf9 is also needed.. However.,to expedite the project schedule ariddesign work effort, Wlldan would like to, initially .address two preliminary engineering tasks that are, the base work for subsequent design tasks: Task 3 - SurveylRight of Way engineering and Task 5 -- Geotechnical Engineering. Geotechnical Engineering (Task 5) is addressed in fids request fcar.additional. work.- SurveylRight of Allay Engineering (Task 3), as well as Cather task updates, will be addressed in forthc ming requests- LigrueflAble Salt Investigation arta Analysis The onginaii gectechni held investigatm and analysis was wed in 2004. Subsequent to the initial field inve aation, til IRdan technical discovered liquefiable soils in Trasuco Creek at the Del Obispo Street. Vie; The presence of liquefaW soils was not anticipated and, as a rt*ult, addfflonat field Investigation and analyses was necessary to quaadify the seismi fly-hiduc ed settlements due to the soil liquefaction on the existing bridge foundaiiom and the proposed bridge wid+enirtg fouratiaticros. liitilkbn Geotec� petftint-ted tYae follamng additional tam associated with 5queirable soils: As -built Foundation AnaEyses Conskk�r� liquefaction Effeda • Axial capacity for abutment & pier piles under seismic c or ditions • Lateral capacity for abutment & pier piles under seismic conditions Del Obispo 'Street W idening. ,..,: dbetween Alipax Street and Paseo Act r b Additional Werk bequest No. Geotechnical Enginepinu November 4, 2008 Page 2 New Foundation lin ConskWng L iquef on Effects • Axial cavity for abutment & pier piles under seismic conditions • Lateral capariiy for. abutment & pier piles tinder seismic conditions ne eft regtfwed to complete this mrk was 48 hmm for a fee of $6,740. Geotechnical 8ogineoring llp&te Since the completion of the field investigation and geotechnical analysis and design in 2004, seismic analysis moria and design standards have substantially changed resulting in a need to recto tl e'seeismic and CiguefaWon analysis and reprise the final geotechnical repwt.. To complete the. report and provides the:. information necessary for bridge'design, the Dilo wing taskswill be performed implementing td new seismic standards: • Updates sel n' to design parameteis; • Finalize the liquefadoln analyses, • DeSiRri pile fourWaWn based on West axial, fjp* and lateral kids; • Pe+•f`orm slope stability analysis and design for embankment sties; w Perform, settlement analysis for embankmertk fells; + 1= n:alize boring log and laboratory test rest it =npiiatim and Prepare the final repot#. The effort required to complete Ns work is 98 hours for a fee; of $14,930. Task l anagerment and Coordinaition Ta k- management arid, cooradin;Won was provided for the iiquef*Aio n soil inveptigation and analysis and will continue to be provided for the out> ndin' ge otecltnical engineering work to complete this 'task. Management activities* include schedoling field and design Work,_ c'oordinatirtg work between design groups and su, consultants, maintaining repords of correspondence and providing quality assurance and control. The effort required to complete this work is 12 hours for a Me of $1,820. Fee For Additional Geote,6hnical Engine6rirtg Work The total fee: for geotechnical a ngineetiOg work already completed and to €trovide.an updated analysis and report is $23,4bO,OO, Del WSW fteet Widening ;'t, -',,d between Alipaz Street and P'Weo Adi r i AddWonal Work Request tom. 'r Gectechnk* Engineering November 4, 2008 Page 3 1d 11dan is focAdng forward to continuing to serve the City of San Juan Capistwo on this Impodard Project If f you have any questions, plias® contiac t meat (714) 978-8.205.. Respectfully Submitted, Kenneth T. Steele, P.E. Vice PresWent Group Manager, Transportation Plans and specifications are available for review in the City Clerk's office and City Council Office. 1�, l63 d �d➢E`` "ig 'GYM p YS€t®i+ 4 Tf t j40014_93- 171 crkrE� F (949) 9,3 1 OWA rfiAX 1776 MARK M D t LONDRU Off) NOTIFICATION OF MEETING OF POTENTIAL INTEREST OF THE SAN JUAN CAPISTRANO CITY COUNCIL The City Council of San Juan Capistrano will meet at 6:30 p.m. on Tuesday, August 18, 2009 in the City Council Chamber in City Hall, to consider: "Consideration of Approval of the Plans and Specification, Authorization to Receive Bids, and Approval of the Design Addendum with Willdan Engineering for Del Obispo Street Widening at Trabuco Creek Bridge (CIP No. 07107)(Willdan)" — Item No. D4. If you have specific thoughts or concerns regarding this item, you are encouraged to participate in this decision making process. You can communicate with the City Council through correspondence addressed to the Council and/or by attending the meeting and speaking to the Council during the public meeting. Correspondence related to this item must be received at the City Clerk's office by 5:00 p.m. on Monday, August 17, 2009 to allow time for the Council to consider its content. If you would like to speak at the meeting, please complete a yellow "Request to Speak" form found inside the entrance to the Council Chamber. This form is turned in at the staff table, just in front of the Council dais. You will be called to speak by the Mayor when the item is considered. You have received this notice at the request of the City staff member Nisha A. Patel, PE, Associate Engineer. You may contact that staff member at (949) 443-6350 with any questions. The agenda, including agenda reports, is available to you on our web site: www.sanivancapistrano.org. If you would like to subscribe to receive a notice when agendas are posted to the web site, please make that request by sending an e-mail to: cityclerk(a�-sanivancapistra o.org. Maria Morris Acting City Clerk cc: Ken Steele, Willdan ##ke Past to &d}n:F°4 fi_=