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5/4/2016 - STAFF REPORTS - 2.M.
iy V N J' rr Cg41FORN�P City Council Staff Report Date: May 4, 2016 CONSENT CALENDAR Subject: ACCEPTANCE OF THE BOGERT TRAIL BRIDGE REHABILITATION PROJECT, CITY PROJECT NO. 07-03, FEDERAL AID PROJECT NO. BHLS 5282 (026) From: David H. Ready, City Manager Initiated by: Public Works and Engineering Department SUMMARY Formal City Council acceptance of the Bogert Trail Bridge Rehabilitation Project, City Project No. 07-03, is required to document the completion of the public work of improvement, and to allow the City's filing of a Notice of Completion with the Riverside County Recorder in accordance with Section 9200 of the California Civil Code. RECOMMENDATION: 1) Accept the public works improvement identified as the Bogert Trail Bridge Rehabilitation at Palm Canyon Wash, Federal Aid Project No. BHLS 5282 (026), City Project No. 07-03, as completed in accordance with the plans and specifications; and 2) Authorize the City Engineer to execute and file for recordation with the Riverside County Recorder a Notice of Completion for the Bogert Trail Bridge Rehabilitation Project, City Project No. 07-03. STAFF ANALYSIS: In 2005 the Public Works and Engineering Department applied to the California Department of Transportation ("Caltrans") for federal Highway Bridge Program (HBP) funding to widen and retrofit the existing Bogert Trail bridge over the Palm Canyon Wash. Caltrans approved the City's federal HBP grant request, and awarded the City federal funding for this project. With an estimated total cost of $4.9 Million, the HBP will provide the project with 88.53% funding — or over $4.3 Million. All federal highway funds, including HBP funds, are ultimately administered by Caltrans after they are allocated to local agencies. ITEM NO. _ City Council Staff Report May 4, 2016—Page 2 Acceptance of City Project No. 07-03, Bogert Trail Bridge Rehabilitation On November 14, 2007, the City Council approved an agreement with Dokken Engineering, in the amount of $610,545 for environmental and civil design services for the Bogert Trail Bridge Rehabilitation Project (City Project 07-03), Federal Aid Project No. BHLS 5282 (026), (the `Project'). In 2009, Dokken Engineering completed the environmental studies, construction plans, specifications, and estimates for the Project, which included the rehabilitation and minor widening of the existing Bogert Trail Bridge over the Palm Canyon Wash (Bridge No. 56C-0311), including minor roadway approach improvements, and all appurtenant work. The Project included the retrofit and repair of the existing bridge, widened the bridge deck width to match the existing roadway width on both sides of the bridge, including the addition of new sidewalks. Although the environmental and design phases of the Project were completed in 2009, the federal funding for the construction phase of the Project was not programmed until 2014, and the City was prevented from moving forward with construction until Caltrans authorized the City to proceed with construction. On September 16, 2014, the Public Works and Engineering Department received authorization from Caltrans to proceed with construction of the Project, and on November 5, 2014, the City Council approved the plans, specifications, and estimates and authorized staff to proceed with bidding. On December 17, 2014, the City Council approved a professional services agreement with Transtech Engineers, Inc., ("Transtech"), in the amount of $484,102 for construction management services related to the Project. Transtech was retained to act as the City's Resident Engineer, coordinating all administration and project inspection services to ensure compliance with the federal contract specifications, and confirming construction of the Project complied with the plans and specifications. On February 4, 2015, the City Council awarded a construction contract to Powell Constructors, Inc. in the amount of 2,487,990 for the Bogert Trail Bridge Rehabilitation at Palm Canyon Wash, Federal Aid Project No. BHLS 5282 (026), City Project No. 07-03 (the `Project'). At that time, the City Council authorized the City Manager to approve and execute construction contract change orders up to a cumulative amount of 10% of the contract amount ($248,799). The location of the Project was Bridge No. 56C0311 on Bogert Trail over the Palm Canyon Wash, as shown in Figure 1, and the Vicinity Map included as Attachment 1. ,h Figure 1 - ' 02 City Council Staff Report May 4, 2016—Page 2 Acceptance of City Project No. 07-03, Bogert Trail Bridge Rehabilitation During construction of the Project, several contract change orders were administratively approved by the City Manager pursuant to the City Council's delegated authority to accommodate certain changes to the scope of the Project, as follows: • Contract Change Order #1 in the amount of $11,358.36 approved on December 15, 2015 • Contract Change Order #2 in the amount of $21,747.42 approved on March 22, 2016 • Contract Change Order#3 in the amount of $8,756.00 approved on March 24, 2016 • Contract Change Order#4 in the amount of $44,101.36 approved on April 27, 2016 Copies of these Contract Change Orders are included as Attachment 2. Transtech determined and recommended that the City find that the Contractor satisfactorily completed the Project on March 4, 2016. Transtech has conducted a final inspection and found the work to be in compliance with the plans, specifications and standards of the City of Palm Springs as per letter received on April 25, 2016, and included as Attachment 3. Staff recommends that the City Council accept the Project, as required by Section 9200 of the California Civil Code, and authorize the City Engineer to file and record a Notice of Completion within 15 days of the City Council's action. A copy of the Notice of Completion to be submitted to the County is included as Attachment 4. ENVIRONMENTAL IMPACT: Section 21084 of the California Public Resources Code requires Guidelines for Implementation of the California Environmental Quality Act ("CEQA"). The Guidelines are required to include a list of classes of projects which have been determined not to have a significant effect on the environment and which are exempt from the provisions of CEQA. In response to that mandate, the Secretary for Resources identified classes of projects that do not have a significant effect on the environment, and are declared to be categorically exempt from the requirement for the preparation of environmental documents. In accordance with Section 15301 "Existing Facilities," Class 1 projects include the restoration or rehabilitation of deteriorated or damaged structures to current standards of public health and safety. Therefore, the Project is considered categorically exempt from CEQA. On the basis that the Project qualifies for a categorical exemption under CEQA, staff prepared and filed a CEQA Notice of Exemption on December 1 , 2009; a copy of the CEQA Notice of Exemption is included as Attachment 5. On October 1, 2009, Caltrans, acting as the lead agency pursuant to the National Environmental Policy Act ("NEPA"), made an environmental determination that the Project does not individually or cumulatively have a significant impact on the environment as defined by NEPA and is excluded from the requirements to prepare an Environmental Assessment ("EA") or Environmental Impact Statement ("EIS"), and has considered unusual circumstances pursuant to Section 6004 of 23 CFR 771.117. On the basis of this determination under federal delegation pursuant to Chapter 3 of Title 03 City Council Staff Report May 4, 2016— Page 2 Acceptance of City Project No. 07-03, Bogert Trail Bridge Rehabilitation 23, United States Code, Section 326 and a Memorandum of Understanding ("MOU") dated June 7, 2007, executed between the Federal Highway Administration ("FHWA") and the state of California, Caltrans has determined that the Project qualifies for a Categorical Exclusion in accordance with 23 CFR 771.117 pursuant to activity (d)(3). On June 28, 2011, an environmental Re-Validation was issued to include additional mitigation measures for the Casey's June beetle. Copies of the NEPA Categorical Exclusion and environmental Re-Validation forms are included as Attachment 6. FISCAL IMPACT The City received a federal HBP grant of $4,447,693 for the Project, with $655,786 allocated to the design phase, $119,516 allocated to the right of way phase for acquisition of an environmental conservation easement, and $3,672,391 for the construction phase. Previously, the City budgeted $596,614 from Fund 134 (Measure A Improvements) for the Project. The final construction contract amount is $2,573,953.14. There were four change orders issued totaling $634,270.19. A summary of the construction contract is provided in Table 1: Original Contract Amount $ 2,487,990.00 Change Order No. 1 $ 11,358.36 Change Order No. 2 $ 21,747.42 Change Order No. 3 $ 8,756.00 Change Order No. 4 $ 44,101.36 Total Contract Amount $ 2,573,953.14 Change Order % of Contract 3.46% Table 1 A summary of project costs is provided in Table 2: Table of Project Costs Final Cost HBP Funds Fund 261) $4,447,693 Local Measure A Fund 134 $596,614 Administration/Support ($150,000 Design $873,985 Right of Way Conservation Easement $132,000 Construction Contract ($2,573,953 Construction Management & Materials Testing ($484,102) Remaining Balance $830,267 Table 2 04 City Council Staff Report May 4, 2016— Page 2 Acceptance of City Project No. 07-03, Bogert Trail Bridge Rehabilitation In lieu of a five percent (5%) retention, the City has paid into an escrow account $128,697.66 as originally requested by the contractor. This amount will be released to the contractor pending acceptance of the improvements and filing of the Notice of Completion with the County Recorder's office. Since this project is a conversion of a facility that already exists, the Finance Department does not need to add the cost of this project to the City's fixed asset system, as no new assets have been created in compliance with Governmental Accounting Standard Board (GASB) 34 Standards for Financial Reporting of Infrastructure Assets. SUBMITTED Marcus L. Fuller, M A, P.E., P.L.S. David H. Ready, Esq . Assistant City Manager/City Engineer City Manager Attachments: 1. Vicinity Map 2. Contract Change Order Nos. 1-4 3. Notice of Completion (NOC) 4. Letter from Transtech 5. Notice of Exemption (NOE) - CEQA 6. NEPA Categorical Exclusion and Re-Validation 05 ATTACHMENT 1 06 }. O`pPly j 9 +I Department of Public Works and Engineering W , ' F. �..� Vicinity Map `4f ISO4��P S w W p _ W w iw it z O z w w wED z y _ z BOGERTTRL _- - - - Y I ANDREAS PALMS DR N -_--- - I _ANOR� PALMS DR f - - i Legend w , a ® SteUj z 500'Radius Parcels CITY OF PALM SPRINGS 07 ATTACHMENT 2 08 CITY OF PALM SPRINGS CONTRACT CHANGE ORDER To: Powell Constructors Inc. Date: November 30, 2015 8555 Banana Ave. Project No: CP 07-03 Fontana, CA 92335 Project: Bogert Trail Bridge Rehabilitation Tel: (909)356-8880 Change Order No: 1 Purchase Order Attn: Paul Zolezzi Account 134-4498-50244(11.47%) Number(s): 261-4491-50244(88.53%) CHANGES IN WORK/COST: This Contract Change Order No. 1 adds additional work, generally identified as: CCO No. Item Description Price Quantity Total 1 A Additional Const. Area Signs $978.72 1 $978.72 B Provide Changeable Message $9,205.47 1 $9.205.47 Signs C Remove Graffiti $451.26 1 $451.26 D Remove and Dispose Broken $722.91 1 $722.91 Crash Cushions TOTAL $11,358.36 CHANGES TO CONTRACT TIME: Zero(0)working days will be added for Contract Change Order No.1. SOURCE OF FUNDS: The following accounts will be utilized: Item Description Amount Account Utilized A-D See various descriptions above. $1,302.80 134 4498-50244 (11.47%) �E A-D See various descriptions above. $10,055.56 261-4491-50244 (88.53%) i REASONS FOR CHANGE: Item A, Additional Construction Area Signs: Provide additional construction area signs on each end of the project to inform both motorists and bicyclists to "Share the Road"(Price breakdown is attached). Item B, Changeable Message Signs: Provide changeable message signs to alert the travelling public of potential delays during critical construction activities. These message signs were requested as additional traffic control for two major operations: DUPLICATE 09 ORIGINAL Contract Change Order No. 1 November 30, 2015 Page 2 1. Replacement of existing bearing pads on the west and east sides of the bridge on May 21u, 2015 required intermittent shut down of bridge on May 2151, 2015 (Cost$2,973.44) 2. Crane erection of 12 bridge girders on the north and south side of the bridge from September 81h, 2015 to September 10, 2015 (Cost- $6,232.03) The total Cost for this item is-$9,205.47 ($2,973.44 + $6,232.03)(Cost information is attached). Item C, Graffiti: Remove graffiti from the existing Bogert Trail Bridge prior to the Notice to Proceed. (Cost information is attached). Item D, Cleanup Broken Crash Cushions: Cleanup and dispose of damaged and broken crash cushion module that was struck by a travelling motorist. (Cost information is attached). SUMMARY OF COSTS: Oriqinal Contract Amount: $2,487,990.00 Original Completion 215 Working Days This Change Order. $ 11,358.36 Days Added 0 Previous Change Order(s): $ 0.00 Previous Days 0 Revised Contract Amount: $2,499,348.36 Revised Completion 215 Working Days " •SIGNATURES ON NEXT PAGE•'•" to Contract Change Order No. 1 November 30, 2015 Page 3 1 have received a copy of this Change Order and the above AGREED PRICES are acceptable to Contractor Powell Constructors Slims_ 2Q t2-t6-tS Qn Signature Date Date TAU Z�rGzu C"6'1 kLA� Printed Name and Title City of Palm Sorinos Recommended By: Allmd Marcus Ffj Date Assistant City Managty Engineer Approved By: �a•�"J \GJ avid H. Rea y, C y Manager Date Attest By: tt/1 s/tols James Thompson, City Clerk Date Distribution: APPROVED BY CITY MANAGER Oriainal Conformed Coav: Conformed-File Coov: Contractor (1) Engineering Pay File (1) yy�e, j City Clerk (11 City Prolect File (1)Purchasing (1) (1) Finance (1) lI t 1 Tr P't H 1, JOB: 735 Bogert Trail Bridge Rehab Description of work: Additional Signs TAL LBRIEmp Trade Rate 5116115 520115 Total hn TO J.Aguirre Laborer $ 02 58.34 10 3.a 195.96 V. Silva Carpenter $ 65.32 F3. 3.0 $ 195.96 D. Silva Carpenter S 65.32 3.o $ 195 98 0.0 S 0.0 8 0.0 $ - 0.0 $ SUBTOTAL LABOR: $ '94 2496 Markup on Labor $ 136.07 TOTAL LABOR: i 703.01 Equipment & Materials 1.0 $ 84.78 HI w safetyHI Int S" $ 84.78 1.0 16 S 15260 Hi Way Safety HIIM S ns S 152.60 1.0 0.0 S 0.0 $ - 0.0 $ 0.0 $ SUBTOTAL EQIPMEN rTlMATERULLS: 237•38 Subcontractors $ S 15 SUBTOTAL SUBCONTRACTORS: SUBCONTRACTOR MARKUP: 5% - SUBTOTAL. $ 976.99 BOND $ 2.73 TOTAL LABOMQUIPMENTIMATERIAL& SUBCONTRACTOR COSTS s s7s.7z N Updated: 10/15/2015 POWELL CONSTRUCTORS INC DAILY RECORD OF EXTRA WORK CONTRACT NO: JOB NO 9 36 CCO NO: DATE: S1IbI16 DESCRIPTION 1 Al��-'1?..- " •��n C is +p-&cN w7 a.� !gl(-mac EMPLOYEE NAME REG HRS OT HRS EMPLOYEE NAME REG HRS OT HRS EQUIPNO EQUIP DESCRIPTION HOURS EQUIP NO EQUIP DESCRIPTION HOURS MATERIAL DESCRIPTION OTY POWELL REP OWNERS REP _ 3 POWELL CONSTRUCTORS INC DAILY RECORD OF EXTRA WORK CONTRACT NO: D1-03 JOB NO: CCO NO: DATE: 51 DESCRIPTION 1..^_. + A�D1ZK3�?M- CGI.KYR-uC"I10t� {.�.� S1fc1Js EMPLOYEE NAME REG HRS OT HRS EMPLOYEE NAME REG HRS OT HRS ryry �� 3 -U• �tL�iA 3 EQUIP NO EQUIP DESCRIPTION HOURS EQUIP NO EQUIP DESCRIPTION HOURS `1 MATERIAL DESCRIPTION CITY 14 POWELL REP L OWNERS REP H 'Y "�' Remit To: INVOICE original 5��jY Po Box 1030 Invoice No.: 31033 Chino CA 91708 Invoice seta` 0512S115 Due Oats: 06125/15 Saies Employee:Abdal Ramos Customer No.: C7481 Contact Name: Envnsnuel MurWrna PO Ref.No.: 735 Terms: NET 30 Page No.: Page 1 of 1 Ship To: Powell constructors Ina WIN Can Chino CA 91710 POWEL L sniTo: PoweilConstructorsInc! -ONSTRUCTORc INC 8555 Banana Avenue Fontana CA 92M MAY Z 9 2015 Ship Via: Will Call RECEIVED $ 84.78 Than hr for sanding us your tsayment pnrfnptly.We apprvolste ypur buelne I by 0812W5 10340 R2-ba 2030 black on orange M hot.063 2.00 $39.25 2.00 $70.50 . alum Sublotal $78.50 0.00 t. .. . . Shipping 0 00 Tax $6.28 Total $8,178 --i� - 251 -AA M- 523D Ba nce o e $ 84.78 PLEASE REMIT THIS AMOUNT RamsrMs: sign shop due dale 5-22-16400pm based On SSW OM1019 2 9- TERMS OF PAYMENT: Net 30 following data of Invoke.No Not Discounts. Accounts not paid w"terms will be eharW Interest at the msudmure aliowato by law or at I.5%per mottgl. Court ocats,atbmW@ tees or any other oosb affiliated wNh the codecdon of past due axounta,wild be paid by purchaser.Condfibne: There are no wsrrenfles,O Wrweed or hnpled,relsto in anyway or rnanner to this agraemah. HI-Way Safety dewkna a"hWNsd wwm*or merchantability or frothed wemwV of fltnaw for a patio lar purpose and ; vAtomor agrees that all aqubnront Is GO'as is.'HWay Safety semnles no RW*arieft from the uas or placanrent of this merohendse. All cabs ere FlnW,except in sp"W sinustiona.s$noted In wrtgrq In a separated agmernenL H Wyey Safety will not ntstock or repuroha9e any items"herein. Delivery times cannot be guarantied. Sales contact executed in Qhlno.California. C�Qo Cop►e-`� J Phone: 800.228.1701 f Fax: 9OM27-OM E•Maii: infoahlweysefety.com Website www.hiwaysaroty com tS Yywr arnwr INVOICE Original Remit To: Po Box 1030 invoice No.: 30581 S tw.. Chino CA 91708 D D pa Date: 05115115 w ay; 011114l15 SgB illiti ,"w:Abdel Rwnos CWtemer No.: a5t�urra'; E"uguel Mun WW PO 1W No. rAb 4 Tel3Q Pageffo.: of 1 X INN Ship To: PbweS Constructors Inc. WIN . 4e SSh�I,►1 25 1015 cChinaaCCA 91710 Sip TO: :.Isowen Conafructore Inc. J ItscF V rG� SW6 Banana Avenue Fontana CA 92335 Ship Via: Writ Cap 7 $ 152.60 Thanks for sending us your payment promptly.We appreciate ypur buskssal 7by 08M4l15 102856 C17,Road Work(25),HI,24x24,.083, 2. $31,40 2,00 $82.80 Orange,Screened 103465 W11-1 mad combo 24x30 bkctk on 2.00 $39.25 2-00 $78.50 orange N int.063 skim Subbtal $141.30 0.00 Shipping 0.00 Tax d 11.30 Total $152.80 CraND"It Balance Dw $152.60 PLEASE REWT THIS AMOUNT Remarks: tlgn shop due day 5-1316 2pm Based On Sake Onfors 28= Based On Depvwia 17589. TERMS OF PAYMENT: Net 30 following date of krvolos.No Net Discounts. Accounts not paid within terms will be charged Yr4enest at the maxknum allowable by law or at 1.5%per month. Court coW,attomey's tea or any other costs affllated with Via collection of past due accounts wll be paid by purdkaer.CondNions: There are no waruntlea,expressed or implied,related in anyway or mwxrar to this agreement. HI-Way Safety dadahru any hoed warranty or merdwrrtabW or implied warranty of fdnew for a particular purpose and customer agrees that all equlprnent is sold'as Is'Hl-Way Safety aswi as no liability arising from the use or Placement of this merchandise. AN sates we final,except in-pods l elpstlons,as noted In waiting In a sepwakd agreemenl. Hi-Way Safety will not restock or mpkschaw any items add herein. Delivery lima cannot be guaranteed. Sales contract w acvied In Chino.California. _ ` _ Phone: 800-228-1701 Fax: 9094W-Og99 E-Map: kfochiwayselety.com Webeile' www.hlway14104'COM 16 H JOB: 735 ftgert Trail Bridge R Descrindon of work: I IFRtent Meuepe Boards for Crane Emcdon TOTAL ode I Rate I 2cnW2ml Tau me J.Agurre laborer S58.340.0 - V.SNra Carpenter S 85.32 0.0 S - D.Sara Carpenter $ 65.32 0.0 S 0,0 i 0.0 S 00 S - 0.0 $ SUBTOTAL LABOR: 1 - 20% on lJbor i TOTAL LABOR: S u T 6 swrkam VAO swa2. .00 1.0 1 IS 2 680 00 a0 S oa S a0 3 a0 SUBTOTAL.EOIPMENTTRMTEMALS: 2,560.00 SUBTOTAL SUBCONTRACTORS: SUBCONTRACTOR MARKUP: 6% SU19TOTAL $ 2,944.00 BOND $ 29.44 TOTAL LABOR/EQUIPMENT/MATERIAL&SUBCONTRACTOR COSTS S 2,973.44 Updabd: 9124 016 17 TOPS (!0%861-TOPS ..SOSI\mmRu N mn PLEASE NEW TO.' Ph(/SOI337-x� r'D0"' TOPS N BARRICADES RIC �uc AwMAOMNSLMacAmm Fx4MMM7-� 114VOICE: 1049M POWELL =ONSTRUCTORS INC °N1P0" �A001q° pplplfOlNh wt10\S)SS SEP 18 2015 0DAM omvm 11NPM �CONSTOWM„a RECEIVED ZM SOGWTAA0. 1OML f'0 WA AVE \SDMFAIMGNYUn fglMNAG 9f.as SMM SANS yN010INO1tf ¢tl10AlASEA0101Y[SO\Al11GA1nK\0\f06t \nsA�SOrtAt31533 ,Nn,f,a„ �ear.snom .w�a:svmAe wn:m wevu \nuev\ M ms sertA V euoo:s wm7tl:mr�p SOSTOTAL RENTALS:qW 52,eoo.00 7 2.00 "Mp Sm•80 SNDOLVJIUM SMOTALSERVIM.' $160.00 I GRAN070TAL: 92S50M emnwnwMWSeiuAw wn aNArwiM+V+�.+� AAraNi rxoa.i H Go JOB: 735 Bogert Trail Bridge R Description of work: Rent Message Boards RIEmp Trade Rate I&MI5-827115 Tolsl hrs J.Aguirre laborer $ 56.34 00 S V.Silva Carpenter $ 66.32 0.0 $ D.Silva Carpenter S 65.32 0.0 $ 0.0 $ - 0.0 $ - 0,0 $ SUBTOTAL LABOR: $ 20%Markup on Labor $ TOTAL LABOR: Is - Equiprnent & Materials Tops& Signs $ 5,365.50 1.0 1.0 1 $ 5,365.50 O.o $ 0.0 $ D.D $ 0.0 $ O.D $ SUBTOTAL EQIPMENTTIMATERIALS: 5,365.50 Subcontractors $ EQUIPMENTfMATERIAM WNW: 15% SUBTOTAL SUBCONTRACTORS: SUBCONTRACTOR MARKUP: 5% - SUBTOTAL $ 6,170.33 BOND $ 61.70 TOTAL LABOR/EQUIPMENT/MATERIAL& SUBCONTRACTOR COSTS S 6,232.03 Updated: 7/21/2015 TOPS 1800)862 TOPS 44503Jad=I Seri N tDPenbaftede®admcam PLEASE REMIT TO: ImdIo,CA 92201 5 RICA S �'°"�`�0f'O0" TOPS N BARRICADES Fx(760)347-M31 ConVedots Llc. Ffa.I760)347.3680 #7B7POWELL 44 6w wcKsoN sr..iNoio,ca ano, ONSTRUCTORS INC INVOICE: 1047571 cusroMERc 9 JUL 0 6 2015 w BIUREam: 9Do•35saeeo DIVaIOR: mwo"ta RECEIVED �C" Ba)ONn NNOIM DATE: 06/96/9015 BILL TO: SHIP TO: TEAMS:NET 30 POWELL CONSTRUCTORS INC 14111 BOGERTTIWL BSSS BANANA AVE CUSTOMER TO MARK WITH CONES FONTANA CA 91335 THE LOCATIONS OF THE CMS'S PALM SPRINGS INVOR:E NOTES: CUSTOMER RESPONSIBLE FOR ANY 1MMAGE A OR LOSS MINIMUM RENTASISm .�magy, A �a• �A`:,u!'. Y r wLY:$115m wwEEILY:5750m 4 WEEKS:51AWX MTE OU9:MAY 90/15 INUED THRIJ:RM 27A S SENTAL PERI00:I MONTH(S)I INEUM D. �It 0U4q sQA Wk1V%�y N13EbWAkItAAi39jTf ..IErr'Ik4iERIoD.3v�cfs}i*r(st SUBTOTAL RBNTALS: $5,18S.50 u . '^�' 5�s ,i- I !�S lh...'�, + f.SY �I.a•.tk,`hi��?,, ";r. >"... �i�.'.`ISv � _ � �4 .�',.! . :.�°.�,}�TT�' Qom 2 2.07 PICKUP Sqs oa "000 SUBTOTAL SERVICES: $180.00 GRAND TOTAL: SS355,5.0 wn00M 00*1=L4WAD:" D1NEC0ATW.QAtAit=5TAY OMlgNt .IIO[IOFl 20 ` R�1 JOB: 735 Bogert Trait Bridge Rehab Description of work: Graffiti Removal LTAL BR1Emp Trade Rate WW5 rhra OWalters Foreman S69.76 to S 69.76 Aguirre Laborer S 58.34 3.0 S 175.02 $ $ S $ SUBTOTAL LABOR: $ 244.75 24%Markup on Labor $ 68.75 TOTAL LABOR: $ 303.53 Equipment 8 Materials Homa De 1 Point S lea S 105.69 1.0 t.o $ 105.69 1217 Truck $ 21.50 1.0 i.o S 21.50 0.0 $ 0.0 $ 0.0 S o.o $ SUBTOTAL EQIPMENTTIMATERIALS: 127.19 Subcontractors S 3 - 15 SUBTOTAL SUBCONTRACTORS: SUBCONTRACTOR MARKUP: 5% SUBTOTAL $ 449.80 BOND $ 1.46 TOTAL LABOR/EQUIPMENT/MATERIAL& SUBCONTRACTOR COSTS S 451.26 N Updated: 10115/2015 STAT60F CAUFORNA.DEPARTMENT OF TRANSPORTATION EXTRA WORK DOCUMENTATION ,w 4�1q�2oI 5 cat Na. a a GCO No. b l Dale: wo,k Performed by: o W e,11 wokDescriputin: 1?2�, } OVP✓ !av- i LABOR ours Name Classification ...� w 5 p.�W11aN • Q EQUIPMENT Hours Description Number WD I R.T. MATERIALS Description a Informaniun on thu document is f the PurPmc of agreement between the inspector and the foreman,actual payment may differ follow view and appmvi a b the Resident Engineer and the Superintendent. — tor, tLan, ontractor 22 "CFMWS "'°°'"""w INVOICE DETAIL m a1.80dN494 MO ds6 00u011Ee,F^ - oE6 u wrswcs . �f0 � Tmm Dmw our,DATE; Invoice#: 4�:ea3asaaa teal PCSMULONSTRUCTOR6 8106.69 O&W15 07/18nS 7�24 00 { _�$ i'��<<•1 I I iV 6 �"k i PO: 735 atop. SM,PALM SPRINGS PRODUCT BKU 4 QUANTITY UNIT PRICE TOTAL PRICE 0.10 la xm 1.0000 EA fma to.10 ff-U606 ARN-T 000WIM40601600006 l,0000 EA its ee ._ 19.98I E)CT--POLE _ IOOOOQ2327A000700014 t.0000 EA - . - #4A6 _ �14M PAIN_7TRAY . _..._toadd&-l/60oomoo023 1.000O EA _ t.78 {429. OL -- OOOOG996320007000003 1,0000 EA 50.76- E0.76 ta'YYY C_ 00_003 08000074041.E t.0000 EA _ _ AOk!- - $10.64. Dlscouj}T• _ . 00000000000000000b06 t_0000EA_ > 07* >f6.07" fa�Fyolo 6000e�isrr+o9utoaoar .. i,bgooE�l �Be) sta.k 16'MIY/IYC -_ . 0000393E060000700016 '1.000D EA. �10.W - t10.64 �0 00003038007lWi - 1.0000 EA- 1.0_64., _. $f054 F.P _CH _ _ -- 0000/71674.0001300006 1:0000PC. . .. ><1.48 _. t1-46 Pumlwodby: MUNOOMAEMMANUEL TOTAL .09 TAX $8.60 S BHPAPLM O c� 1$0 �BLt- L� 6 6:�maaote fes9 AmmmtDWW -D**babt bUEop Invoice#: Po%A,LLDDNffrR ORB1 $145.04 06/16116 07/10/16 7066088 PO: f7946 Blom 611.GARDENA PRODUCT SKU# QUANTITY UNITPRICE TOTALPRICE 6 1- 1TN RI�i1D 000D704003000050OW7 60000 EA . .__. •�_ . 11�6DUPL _.-_.... . .--000070W640000600007_ t.000D�1 06 {2,EQ 1-1/4 CPl1NO 000029JGBBOW0100003 6.0MEA .70. 420 t IN COUPL _ .._-,OgpOT�ig�a�Q600007 fa.0000 E`A C! _- S4T.E6 "EA ---:- .04-__ _ . . .04- i �CCP,LO000076a066aa60 ,. _1 PVC CAE= -- .1 PVC CAP ODWISSIS200MID0003 � r �00001681740000100600,_ 4a039PVCCPLO 00001a60T70000f00003 Pumhaso by: GIARCIA ROBERTO TAL 133.61 TAX 91203 �31- ( �1-1�IG-N1 - 515� SHOPPINGTOTAL 144684: Invoice ON DA MCI TO: 4Fa110 d616/ TE: BLL 603'f9773o01afeao AOWMI MW POWELLCONSP1UCTORS I I 1f22.66 I SEWS I 07/1a116 70 PO: 726 1 Boom: 60,SIGNAL HILL PRODU SKU0 QUANTITY UWr PRICE TOTALPRICE g 1 4Bp 100007 - L -_. _07 _ - 2PC-§�D BET - -- ._ 10017009740000D1000uT - 5.0000 Ell _ 07 _>T1 61N€CJ�RS .. - OOOOE7T0'%7l0000100008 1.0000 EA _ A7 ?7 UNT_ _ - _0000000000000000 - 1�0000 EA_ „ S:Oi ._ 0000E _ 1_GOOD EA , - C ' -. 6iN PWEE78. .._ . . .----0000619`�TaO 1--..._ Purchowd by: HENNING3 RICHARO IMMAK TAX $1,67 SHIPPI --7 78 `I - 1- TOTAL - J 110 4Q Ero.9D l� TOTAL 102.6E Yri P4i9o37d38 1410D- 9 7363 MPWffWaapoa000„otood2 3 t rl:nn v JOB: 735 Bogert Trail Bridge Rehab Description of work: Replaced Damaged Crash Cushions TOTAL LBRIEmp Trade Rabe 7131115 1 1 Total In T.Walters Foreman 3 69.76 2m 10 $ 139.52 V. Silva Carpenter S 66.32 1.o 1,0 $ 65.32 D. Silva Carpenter $ 66.32 1.o 1.0 $ 65.32 G.Te}eda Carpenter $ 65.32 1.0 1.0 $ 65.32 00 $ 0.0 $ 0.0 $ - SUBTOTAL LABOR: $ 335.48 24% Markup on Labor $ $0.62 TOTAL LABOR: $ 416.00 E ui ment 8 Materials 1217 F-350 $ 21.50 2.0 2.0 $ 43.00 4434 I.ueder $ 157.13 1.0 1.0 $ 157.13 59 ForkNR $ 64.11 1.0 t.0 $ 64.11 0.0 $ 0.0 $ 0.0 $ SUBTOTAL EOIPAAENTTNIRATERIALS: 264.24 Subcontractors S 15% SUBTOTAL SUBCONTRACTORS: SUBCONTRACTOR(MARKUP: 5% SUBTOTAL s 718.87 BOND S 3.04 TOTAL L.A60R(EQUIPMENTfMATERIALBt WEIGONTRACTOR COSTS t 722s� N Updated: 10115=15 x POWELL CONSTRUCTORS INC DAILY RECORD OF EXTRA WORK CONTRACT NO: O 7 - n_; JOB NO: 77 S CCO NO: DATE: -JM 3( -/S- DESCRIPTION /lA,f / �1� % .•I/ i�yij .NJ�! !.f / -. Lill✓ �_t/L/mil �iYJ�!/�� T- �yY.OyL - EMPLOYEE NAME I REG HRS OT HRS EMPLOYEE NAME REG HRS OT HRS EQUIP NO EQUIP DESCRIPTION HOURS EQUIP NO EQUIP DESCRIPTION HOURS MATERIAL DESCRIPTION OTY POWELL REP '� � ��s OWNERS REP 25 &ES (Bo0) 852-TOPS 44503 Jackson Street lOp9nb c;ade(&aoI.COm PLEASE REMIT TO: India,CA 92201 EDpsnbankaDec.com TOPS N BARRICADES Ph(76a)347-2111 Contractors L1C. 44,M JACKSON ST.INDIO.CA 92201 Fx.I7601347.3680 :Y7B7664 CONTRACT: 89887 5I11.110: SHIP TO: CUSTOMERM 2012 PDVYEL CONSTRUCTORS INC. TOPSYARO a1WNGTEU 9p9.3S66a9a0 eSSSNNANAAVE INDIO DIVMKM: HEADOFM FO NT4YA CA 92335 CUSTOMER PO: J094 4550 909.156i660 M NILACT PERIOD FROM�JUL 30115 TO:JUL 31115 PICKUP CONTRACT NOTES: TERMS: NET" CUSTOMER RESPONSIBLE FOR ANY DAMAGE K OR LOSS REF: EMMANUEL MINIMUM RENTAL SSS.W SALES# QTY DESCRIPTION UNIT PRICE DC3400 2.00 CRASH BARREL 14ODL0S. $265.00 DODO 2.OD CRASH BARREL 2100LBS. $285.00 DA MNGE WAIVER HAS BEEN DECLINED RIMAIADIIIIMMlANa CONDIT ORS LL.Ef AD{NOYYLEOaFS.AaCakl o1 w eeelPment N Eeea waar,mnduloe and reeek and open aaFtratltil of Lawn nw IMwal,lnwe ShM rnum wme to lnwtiat Eeetl fpM W and r[PW n W1wn daEYlrld.IIWN'd IY rHtMWk'NN aM reu.dYalln rtlPerYWw 1a by p pelarl radAMall. LLS[E AGNE[S:Te pry aw IPealkd IMI fa w d wk eaynYM Tents nkue Its epdpinere han lawn m" nMMlleul Fria is job h,,, from tnaa:TY mt msg MN puerre w anY atMr lop•keen prlw anwnl M teaw:Ta awwm 1af!napmlWotlef Ayer p4Tbs d 1aNdwnlrtl eeubnlanl on Iha lOAbp�Te MONMOT IawI11W W a W e.lanale.eapmw and PantkT uW han 1eY acaon a aWm on 1aawL W arirlr4W to awraona PepeF!el 111araLin,wllalaenra eaalelwa a Ne oWrNlen.IurdW+L kYrnPowaon md*uw ofa .4 tM Mnka " Ww wamiry NO"aortic tlrrmal�and wade W aw NlM PmwlYon aaN.r YnLadrd Lwre Te h pryg L{{{{ooe� leab�eawruekaaarrreYfMlaa 4Nle[Yer1WSLL Stailrla bYlnwrNWerdry lAa LuleAaf a ti wMewM arrfdlMlemY of ka�Y fYla beayrW ofNyYfa bmaBa to ww e4dpma11+M4Nletwea. _ - LL4aRAWEF3:-Awarw+ro reyauWRty Fran cry ouw wAYwve,er / 1 CUSTOMERS SIGNATURE DATE TIIUOtB DpYER DATE PM! OAR PINNRa:�r10/tel5 t1A7:t4 aAn fAGna:OT/14/ANl3 AlY1N WV: PMLL Oft 26 CITY OF PALM SPRINGS x CONTRACT CHANGE ORDER To: Powell Constructors Inc. Date: March 1, 2016 8555 Banana Ave. Project No: 07-03 Fontana, CA 92335 Project: Bogert Trail Bridge Restoration Tel: (909) 356-8880 Change Order No: 02 Purchase Order(s) 15-1308(5%) and 15.1200(95%) Attn: Paul Zolezzi Accounts 134-4498-50244(11.47%) 261.4491-50244(88,53%) CHANGES IN WORK/COST: This Contract Change Order No. 2 adds additional work, generally identified as: C.O. # Item Description ���-- Price Quantity Total 2 A DRA Ruling Chipping Pile Cost $20,622.42 1 $20,622.422 B 50% shared cost for ORA meeting 1 $1,125.00 1 $1,125.00 TOTAL $21,747.42 CHANGES TO CONTRACT TIME: 0 working days will be added for Contract Change Order No.2. SOURCE OF FUNDS: The following accounts will be utilized: Purchase Order 15-1200 95% Item Description Amount Account Utilized C0. 2 1 A-B $2.369.71 134-4498-50244 $18 290.34 - 261-4491-50244 Purchase Order 15-1308 5% HItem Description Amount Account Utilized CO. 2 A-B y $124.72 134-4498-50244 �.._... .. _ $962.65 261.4491-50244 REASONS FOR CHANGE: Change Order 2, Item A, ORA Recommendation to settle Differing Site Condition Claim: The DRA reeommenc that the City pay for the Contractor's cost in chipping down the piles that did not reach specifiers tip and were left higt (breakdown is attached). Change Order 2, Item B, 50% Shared DRA Cost: Cost for the DRA is shared by the Contractor and the Agency equally. (Cost information is attached). DUPLICATE ORIGINAL 27 Contract Change Order No. 2 January 27, 2016 Page 2 SUMMARY OF COSTS: Original Contract Amount: $2,487,990,00 Original Completion February 23.2016 This Change Order. $ 21,747,42 Days Added 0 Previous Change Order(s): $ 11,358,36 Previous Days Added: 4 Revised Contract Amount: $2,621,095.78 Revised Completion February 29, 2016 SIGNATURES ON NEXT PAGE 21 Contract Change Order No 2 January 27 2016 Page 3 1 have received a copy of this Change order and the above AGREED PRICES are acceptable to Contractor Powell Constructors _ _ - — Paul Zolezzi, Project M ger bate Transtech Engineers Recommended By �, y ( �Lb , 1 Kurt Pegg. R an ineer Date City,of Pa_ l +Sprirng� �i I Recommended BY: ®_ J Marcus Fuller ate Assistant City Manager/City Engineer Approved BV David Y, City Manager Date/ Attest BY' " T. James Thompson, City Clerk Date Distribution. Ongmal Conformed Cgpy C��r^1'�—F11@ Gwy Contractor (ll Engineering Pay File (1) City Clerk f 11 City Project rile I tl Purchasinq it) Finance (11 A"ROVM BY MY 6�tfAGER 29 cc � n _ t-r is - n- blocAm 20 apblom blocks Mad so be replaced due to the untom m Meld driving condkiom.The OM"bion mblbloc total 3OQ the ootMiiamus driving operation. App"metaiy 15 mlaures were expended in chan4lcg minutes or 5 hours. In oomdoston use extra time to drive plies inotured due to a Mwimg site condition was 26 house. The extra time to cat piles vas 7S bnera.All rho Gaily Sheets for the pile mLaff work arc signed by Tramtech see exhibit 74. Attached is the extra wet analysis.The rrtyals of extra driving time(3 pagesk APB energy chart&boding blows per minute(i page)and the analysis of bim wing the esew Formula(17 pages) There is eko an Invoice fmm SSl Express the trucking tympany that removed the cut-OgPilas. Total extra cost to drive Piles ft&U~ Toulmttratwntocatpoes =1113,421A3a --- +fcsw ll w.utrp EximCoalteeatPowell —SS.716.6P` 15.t4 Extra Can load md. pitea -4610M �w.D Tout Rif cost -iN46619 -74b,2$r «S L46 S �•3� iG7 yS t 191 Date:Gecaarbw t,2015 M h a 9 _5, 1 1 i. _ Rapectkttly eabNttcd by sbw d Oraff,Inc. ID _ do $chador Altwnmm Stroer ik Graff,iwc. Position Paper Page 17 30 Ana 2 ( TEM a - SCSI Ezpren Transport, Inc. invoke 150 Soule Lereh AV& we.00 ftv IUR*,cA MIM iaMs & +nois rrerooAvr "T• �wnr. fAU4$ Mb= SiROeRR atAFF,111G TO AHfWM CA 9ilO'/ HIOHUA?fD . ........... ..........................................................................................................4 • �M�Nflw�411NalNYwNY aryl11►AA1�M11 �hr"WIM"Ift111w .��OMI M t '........our..u......................................................................................................... P.M ft n af=W I Odra PALMWSAtf7S MA T`ACHBD AUMTL. sage o..oy1.� PdO40A Aa..r i TRUCKLOAD SSSAO 550A0 s0 IOK FUEL SLIOUJM 0.10 SL O i rnisO2 Total 3 i SrRe� Ca►Pa pia . gpis I,.gS.1t Pew€N arV 34.11 . — -�13e.S two 'i•31 POWELL Cr STRUCTORS 8666 BANANA AVE. , FONTANA, C& 92335 ' i n Code 262 Job: 735- 2wrt Trail Description of work: Backcharge Stroer& Graff-Chipping Piles Trade Rafa e/BY15 i GAMS aJM5 &ISMS I eneMS N17MS aM&15 ar1W?5 TQw TOTAL T.Waiters cptFaemv $ 2A 2.0 0 z.0 zo V Sava Cafpertter $ 81.20 1.5 0.0 I � <_s $ 365AO a S" Carpenter s 81.20 to 2.0 .G � � S.0 S 406.00 J.Aquifer I Laborer $ 72.29 [ i 1o.0 S 722.90 0.0 $ - SfJf3TOTAi LABOR ROM: $ 2.1MA r7OTAL LABOR wfms.- 4101.0 merit B tMerraks _ Tara Loads $ 1 .66 _ 1.0 1 2.0 so 11.0 2,074.16 u $ 25.20 &0 0.0 a.o 240 JIUM 7xt� F-350 $ 3Z34 2.0 1.0 2.0 vbr Ou�vMr $ 261.00 _ +.0 1.0 $ 261.00 Uan0�1e $ $ 69 00 Esmmr $ 144.34 1.0 '-4 $ 14434 one CorreWl Caper i $ 300. 10 1 0 $ 300.00 n.q S , 61 QQ TOTAL EQUIPMENT d AMTL COSTS $ 5,716.69 TOTAL LABORIEQUIPMENT & MATERIAL COSTS $ 5,716.69 Update0: 71=015 N STROER & GRAFF, INC TIME AND MATERIAL FORM cQ'1:f3Ctnr ?OWELL CONSTRUCTORS.INC. @.. .__._.._ ._ atofeo Tam' 9xert Yla+�_lirr}yF_p:P.� �"'1D291_ �y r'31m Adl&ess 8555 Banana Aou Fontana CA 92338 -- Sredbcan:n C9r�n Z F+a n. Pan Fri RFt No License No T_ D119nr OM 356-88B0 '_1oat:acT Ito.tli.03 Fecerat 2HLS•3232�.0281 Jot Ro! _. WotY Pw:ormml Jy{Sut+crnlrerlaf; 5TROER d GRAfF,IW_. _ n d Wu�e that relused z ;ve afacJFPJ�R ele-Lrxf t-A n a_-._ -- :latePeRomlec. 51100 511L5."2.¢15.�"'L.�t__�t062dF', Date of Rrx[7FW LABOR EQUIPMENT Hours U.i Rafe I NanM Clasu�afion Hcure 71uVs BaN Rife idol Pmuunt Nafcedtflppil ._ _ ArMtrnt .T_ Re I 10T Pale _ FO Hourli .las�pn C.:ee+ws PaP a 9e 3 s ELeS s B9.7i • 93 1 S z.7z2 1 ' '�Mla 20.0A 77 OC- S 19.61 s _ jig 97 E't'9 G{tufF., _� fik ortva 29 5 d155fS 85.3T 31 5 ?.aT9 dBI 9e farpast. �a_P____Y___�._.� s 1f��1- _S •0.45 _T — Chw1AnTrwi _ Par,tA'vu 11 5 972^_t5 5931 11 5 --__514 Be r5tpn inri w... 21 �..� �. Mark UP S d 'i MATERIAL I SPECIALTY SU8CONTRACTOR _ S 4.72T�7 I L., Ma/nrVsi Sualoiel�� _ _. 70T,4 I S S.85A„ L—_�...._._�A__.__T4TA6_ FnralAmourw{L+✓yn•I E4urA"rPMi MemNalr SASCl�uyj S 13i424.fa3 Ssh,ada+ A11atr ra^c Sti ry�)l�'!tAC TOR REPRtSEFiT>•.1HE1 RIA(:fN!lMf,T1W?FRft55[ylgfaE S•wATPRE w L.5 t hi JAY STEELE,INC. 42 215 Wuhlagion,A-201 Palm Desert,California 92211 (760)831-2727 jay steele®hatmall.com Invoice for Dispute Resolution Advisor(DRA)Meeting Paul Zolezzi December 22,2015 Powell Constructors Invoice:2015-090 8555 Barton Avenue Fontana,CA 92335-3019 Meeting Date:December 9,2015 City of Palm Springs Bogert Trail Bridge Rehabilitation Project Federal Aid Pmject No.BHLS-5282(026) City Project No. 07-03 Project Nmnber 416433 For meeting on December 9,2015, and services rendered as Dispute Resolution Advisor (DRAB in accordance with DRA agreement dated December 9,2015. December 5,2015 Review position papers: i hr @$150.00—S 150.00 December 8,2015 Review position papers: 1 hr®$150.00- 150.00 December 9,2015 Agreement Daily Rate: 1,500.00 December 10,2015 Prepare draft report: I hr Q$150.00- 150.00 December 12,2015 Prepare draft report: I hr®$150.00- 150.00 December 14,2015 Prepeze final report: I hr Qr $150.00- 150.00 Total Due 12,250.00 Services provided by: JAY STEELE PLEASE MAKE CHECK PAYABLE TO: JAY STEELE,INC. Ern No.26-3604283 PLEASE NOTE CHANGE IN MAILING ADDRESS 34 a 4 pA1M ! CITY OF PALM SPRINGS C4��F00.N�P CONTRACT CHANGE ORDER To: Powell Constructors Inc. Date: March 10, 2016 8555 Banana Ave. Project No: 07-03 Fontana, CA 92335 Project: Bogert Trail Bridge Restoration Tel: (909) 356-8880 Change Order No: 03 Purchase Order(s) 15-1308 (5%) and 15-1200(95%) Attn: Paul Zolezzi Accounts 134-4498-50244 (11.47%) 261-4491-50244 (88.53%) CHANGES IN WORK/COST: This Contract Change Order No. 3 adds additional work, generally identified as: C.O. # Item Description Price Quantity Total 3 A Install four checkered steel plates $8,756.00 1 $8,756.00 over sidewalk joint seal areas TOTAL $8,756.00 CHANGES TO CONTRACT TIME: 0 working days will be added for Contract Change Order No. 3. SOURCE OF FUNDS: The following accounts will be utilized: Purchase Order 15-1200 95% : $8,318.20 Item Description Amount Account Utilized CO. 3 A $954.10 134-4498-50244 11.47% $7 364.10 261-4491-50244 88.53% Purchase Order 15-1308 5% : $437.80 Item Description Amount Account Utilized CO. 3 A $50.22 134-4498-50244 11.47% $387.58 261-4491-50244 88.53% REASONS FOR CHANGE: Change Order 3, Item A, install checkered steel plates over sidewalk joint seal areas: A potential trip hazard was recognized at all four comers of the bridge where the sidewalk had been cut open to facilitate the installation of the joint seal on both ends of the bridge. A checkered steel cover plate will be installed over the joint to eliminate this hazard. (Cost breakdown is attached). DUPLICATE 35 09IGINAL Contract Change Order No. 3 March 10, 2016 Page 2 SUMMARY OF COSTS: Original Contract Amount: $2,487,990.00 Oriqinal Completion February 23,2016 This Change Order: $ 8,756.00 Days Added 0 Previous Change Order(s): $ 33,105.78 Previous Days Added: 4 Revised Contract Amount: $2,529,861.78 Revised Completion February 29, 2016 SIGNATURES ON NEXT PAGE 36 Contract Change Order No. 3 March 10, 2016 Page 3 1 have received a copy of this Change Order and the above AGGRECE7D PRICES are acceptable to Contractor Powell Constructors ,CJIA --Q c522Q4 Z 3-1 s-i!� Paul Zolezzi, Project Ma ger Date Transtech Engineers Recommended By: ;—f;� 11 3 - 1S— C6 f,Q Kurt Pegg, Res! Engineer Date City of Palm Springs Recommended By: Z Marcus Fuller ate Assistant City Mana r/City Engineer Approved By: avf ,l . Ready, City Manager Date Attest By: S- James Thompson, City Clerk Date Distribution: Original Conformed Cogv: Conformed- File Copv: Contractor (1) Engineering Pay File (1) City Clerk (1) City Project File (1) Purchasinq (1) Finance (1) APPROVED BY CITY MANAGER 37 JOB:735 Bogert Trail Bridge Rehab Description of work: Install Checkered Steel plate along Skktwalk Joint Seal cnppe0 sewed cnq wh umsr LBRMM Trade Rate etlewak eW., cannele Pkm Taal nrs TOTAL J.Aguirre Laborer $ 58.34 6n 2.0 8.0 1e-0 S 933.M R.Vega Carpenter $ 65.32 6.0 2.0 a.0 16.0 $ 1.045.12 0.Silva Carpenter S 65.32 4.o 4.0 8.0 16.0 $ 1,045.12 T.waiters Foreman $ 69.76 4.0 4.0 8.0 16.0 $ 1.116.16 0.0 $ 0.0 S 0.0 S SUBTOTAL LABOR: $ 4.139.84 24%Markup 0n tabor $ 98356 TOTAL LA BOR: $ S,133.40 E M 8 Materiels 1217 F-M S 21.50 0.0 5.0 B.0 16.0 $ 344.00 3614 S 11.00 a.0 0.0 S 169.00 P4506 Gerieratcr $ 4.23 a.0 a.11 S 33.84 C ' ' Gun S 1.42 22.0 22.0 S 31.24 Puns $ 0.09 22.0 220 $ 1.98 Saw S 3.34 4A 4.0 $ 13.36 Blade $ 105.00 1.0 1.0 S 105.00 Concrete Pad mW s $ 250.00 1.0 1D IS 250.00 INmer -CheWersd Plates S 2171.48 1.o to 2.171.4a 0.0 $ SUBTOTAL EOIPMENTTAAATEFtIALS: 3,118.90 Subcontractors 0.0 $ 15 SUBTOTALSUBCONTRACTORS: _ SUBCONTRACTOR MARKUP: 5 SUBTOTAL $ 8,72014 B014 $ 38.87 TOTAL LABOR/EQUIPMENT/MATERIAL& SUBCONTRACTOR COSTS s 8,756.00 Updated: 31812016 W ICW a BARRIER OR CLPID �^CAfN JOINT 10..Tc. / OECR JOINT r110111 .................. .......... I... __ SCE -DETAIL B fCNEC JYn v x ..------- `� C Ilr cnn..c a:n.•circa a. CprCREIC h, I SEE -DETAIL t' CIIRR tltRRrlN 1 S""EEL MFO f SiEFL e : a[1 -IIL,.,L R� C IEC•fPEO - ,I DLLIC CRECRE.L.\ TOP IX -fi n SIf EL - L e )� 9CCc ui�w+i•ti •• •• PLAY .5,[ rA y;'r f-LLAT MAD CAP -- -- C..- / SSSER .ITN INSERT At STIGet I: SECTION A-A w scA E SECTION B-B rq 5[ALr rplfs: nor snC.n�lor0c [nu a nem io ns Iwiry•� ,-Y -. PN1les [o cc Q01rOniteO. ., d[[n..eC[•,[ar l/PPf nPn� nVr SM-n� -�j• IOP OF $10E..L. y�MIIM DECL SCE -DEIIIL \ I SEE bE p1L a ` � 1 TOR a AN R0 CR llrlt _ ADC.µ., cINLI :E l OR LAIR J To LAICTCN M DECt OP[u XIIrn ID l JOLNI R101n u.I EN pICR J PLAN SKEW, 20° JOIN, 11DI11 blf. No SC.AI[ ELEVATION Ow•mr nP[ Lno.n r,. cl<.-ry DIREC 1101.C[ IRe[nc rq WILL ELEVATION HD SCALE W RAMER DR CURB, FOR K SIDI.AIt CP EEC. %r x FLAT HEAD CAP ST.— TIER 10CC O[ ` P . I 11R INSERT ASSIAN.E 5 0 C I, �- '--�--- � L PU 1E - ---_SIEC rIACDEAED =' PEfl • nl ' 1f vl_ - 5 ns I \ 1 GAP= ,'_I IOR OF MCI IF"Til IF r � �r'CaPCI.: r1YH pIL -"a ly O DETAIL a `1 00 �.�—I rq SCALE DETAIL B DETAIL C PLAN SKEW) 20° HO SCALE x [A.u-mD .r �„ ur or twar aatEna JOINT ARMOR FOrI R PEDESTRIAN WALKWAYS eCALFONIA 0X9OEFYICE9 XoE ENOINEERXO G9 :A ` ' ;tlPLM S•P�S Ck CITY OF PALM SPRINGS qu1ro 0 FL a�`�'N CONTRACT CHANGE ORDER ° To: Powell Constructors Inc. Date: April 11, 2016 8555 Banana Ave. Project No: 07-03 Fontana, Ca 92335 Project: Bogert Trail Bridge Restoration Tel: (909) 356-8880 Change Order No: 04 Purchase Order 15-1308 (5%) and 15-1200 (95%) Attn: Paul Zoleai Account 134-4498-50244(11.47%) 261-4491-50244 (88,53%) CHANGES IN WORKICOST: This Contract Change Order No. 4 makes adjustments to existing Bid Items. Bid Item No. Description Price Quantity Total 62 Temporary Traffic Stripe(Paint) $3.00 +1932 If $5,796.00 03 Temporary Railing (Type K $20.00 +20 If $400.00 04 Temporary Crash Cushion Module $1800.00 +3 each $5,400.00 09 Asbestos Compliance Plan $5,000.00 -1 LS ($5,000.00) 11 Temporary Fence(Type ESA) $8.00 +383 If $3,064.00 13 Remove Gaurdrail $10.00 +2 If $20.00 15 Remove Sloe Paving $6.00 +198 sf $1.188.00 17 Remove Concrete Sidewalk $110.00 +5.50 Cy $610.50 and Driveway 18 Remove Concrete(curb 8 Gutter) $9.00 +0.92 If $8.28 22 Roadway Exc $150.00 +7.6 cy $1,140.00 26 Class 2 Aggregate Base $100.00 -5 cy ($500.00) 27 Hot Mix Asphalt(Type A) $130.00 +66.4 ton $8,632.00 28 Fumish Piling Alt X(Class 90) $45.00 +40 If $1,800.00 29 Drive Pile AR X(Class 90) $2,500.00 +2 each $5,000.()0 33 Drill and Bond Dowel $35.00 +18.9 If $661.58 42 Prepare and Stain Concrete $6.00 +201 $1,206.00 44 Sloe Paving (Concrete) $900.00 +12 cy $10,800.00 46 Minor Concrete(Curb and Gutter) $500.00 +1.85 Cy $925.00 47 Minor Concrete (Driveway) $350.00 +5 cy $1,750.00 48 Minor Concrete (Sidewalk)_ $400.00 3 c $1,200.00 $44,101.36 CHANGES TO CONTRACT TIME: 0 working days will be added for Contract Change Order No.4. ORIGINAL BID AND/OR AGREEMENT 4 0 Contract Change Order No. 4 April 11, 2016 Page 2 SOURCE OF FUNDS: The following accounts will be utilized: Purchase Order 15.1200 95% : $41.896.29 Item Description Amount Account Utilized CO. 4 Bid Item A justments $4,805.50 134-4498-50244 11.470% $37,090.79 2614491-50244 88.53% Purchase Order 15-1308 5% : $2,205.07 Item Description Amount Account Utilized CO. 4 Bid Item Adjustments $252.92 1344498-50244 11.47% $1,952.15 261-4491-50244 88.53% REASONS FOR CHANGES: Bid Schedule, Items 2,3,4,9,11,13,15,17,18,22,26,27,28,29,33,42,44,46,47, and 48 Actual quantities varied from theoretical quantities. SUMMARY OF COSTS: Original Contract Amount: $2,487,990.00 Original Completion 215 Working Days This Change Order. $ 44,101.36 Days Added 0 Previous Change Order(s): $ 41,861.78 Previous days Added: 0 Revised Contract Amount: $2,573,953.14 Revised Completion 215 Working Days 41 Contract Change Order No. 4 April 11, 2616 Page 3 ""SIGNATURES ON NEXT PAGE I have received a copy of this Change Order and the above AGREED PRICES are acceptable to Contractor Powell Constructors R A.16Q - -7 2 4—t3-t 4 Paul Zoleai, Project Wriager Date Transtech Engineers r Recommended By: 0�_a__A — ( o R Kurt Pegg, Resident Engineer Date City of Palm Sprinas Recommended By: Mar F ler Date Assistant City ger/City Engineer I)V 0��4� LGlla Approved By: D id eady, City Manager Date 4;;Attest BY: p QT2o�t - James Thompson, City Clerk Date Distribution: Original Conformed Copy: Conformed-File Coov: Contractor (1) Engineering Pay File (1) Citv Clerk (1) Citv Project File !1) Purchasinq f11 Finance f 1) APPROVED BY CITY MANAGER Lo0 Yak¢. 1vl''ID 1 42 Palm Sorines Bogert Trail Bridge Rehabilitation Protect-BHLS-5282(026) CCO#4-Back un 1MV, Sisal , tj Temporary Traffic Stripe Field measured striping incoporated into the 2 (Paint) 1620 LF 3552 LF +1932 If 12/8/2015 project during the traffic switch taking place on I1/13/15. Field measured striping incoporated into the project during the traffic switch taking place on 3 Temporary 700 LF 720 LF +20 If 12/8/2015 Railing(Type 11/13115. 18 sticks of K-rail were used which K) increased the total linear footage to 720. (36 sticks were utilized at 20 lifnear feet per sticks equals 720 linear feet. Contractor replaced damaged crash cushion for Temporary Crash Cushion safety measures after motorist crashed(the 4 Module 2 EA 5 EA +3 each 11/3/2015, 12/8/20] accident occurred during non-work hours). The additional two(2)crash cushions were installed during traffic switch which occurred on 11/13/15. 9 Asbestos Compliance Plan 1 LS 0 LS •1 LS 5/18/2015 No asbestos were encountered during initial assesment of site. Temporary Fence(Type The increase is due to amendments in the ESA I I ESA) 731 LF It 14 LF +383If 5/18/2015 zone which would allow for safe operation of pile driving equipment. 13 Remove Gaurdrail 39 LF 41 LF +2 If 121812015 Removed guardrail on 11/15115. This item was field measured. This item was approved after being field 15 Remove Slope Paving 975 SF 1173 SF +198 sf 12/8/2015 measured. The back-up drawing was submitted with Invoice#I, Remove Concrete Sidewalk This item was approved after being field 17 and Driveway 38 CY 43.55 CY +5.50 cy 2/12/2016 measured. The back-up drawing was submitted with Invoice#10. �cvnanaa+im�m.�® .�awwa.a.�rnvama f MT W Remove Concrete(curb& This item was approved after being field 18 Gutter) 575 LF 575.92 LF +0.92 U 2/12/2016 measured. The back-up drawing was submitted— with Invoice#10. 22 Roadway Exc 95 CY 102.6 CY +7.6 cy 3/10/2016 Agreed to pay this item after field review of quantities on 3/10/16. 26 Class 2 Aggregate Base 115 CY 110 C7 5 cy 3/10/2016 Final quantity approved after review of weighttickets on 3/10/16. 27 Hot Mix Asphalt(Type A) 205 TON 271.4 TON +66.4 ton 3/I0/2016 Final quantity approved after review of weight tickets on 3/10/16. The paving date was 2/16/16. Furnish Piling Alt X(Class Contractor incorporated two(2)additional piles 28 90) 1766 LF 1806 LF +40 K 6/24/2015 into project(see RFI#13). Each pile measured twenty(20) linear feet. 29 Drive Pile Alt X(Class 90) 68 EA 70 EA +2 each 12/8/2015 Contractor incorporated two(2)additional piles into project(see RFI#13). 33 Drill and Bond Dowel 989 LF 1007.9 LF +18.9If 1 2/812 0 1 5 This final quantity was approved after work was field measured on 12/8/15. 42 Prepare and Stain Concrete 3500 SF 3701 SF +201 3/10/2016 This final quantity was approved after work was field measured on 3/10/16. 44 Slope Paving(Concrete) 8 CY 20 CY +12 cy 3/10/2016 This final quantity was approved after work wasfield measured on 3/10/16. 46 Minor Concrete(Curb and 36 CY 37.85 CY +1.85 cy 3/1 012 0 1 6 Tfi—is na quantity was approve after wor was litter) -- field measured on VIO/16, 47 Minor Concrete(Driveway) 19 CY 24 CY +5 This final quantity was approved after work was ( Y} cy 3/10/2016 field measured on 3/10116. 48 Minor Concrete Sidewalk 24 CY 27 CY +3 This final quantity was approved after work was (Sidewalk) cy 3/10l2016 field measured on 3/10/16. P. 292 ATTACHMENT 3 45 -f ECEIVE TRANsTEch APR 2 5 2016 City of Palm Springs BY: Project: Bogert Trail Bridge Rehabilitation City Project Number:07-03 Federal Project Number: BHLS-5282(026) This letter is to act as the NOC that the project named Bogert Trail Bridge Rehabilitation in the City of Palm Springs has been completed and accepted.The project was constructed in accordance with the plans and specifications and the Contractor has met all of the requirements of the Contract. Si reI Fvi Kurt A. Pegg, PE Resident Engineer 13367 Benson Avenue I Chino CA 92710 1 T gog 59S 8S99 I F gog 590 6599 1 Transtech.org 46 ATTACHMENT 4 47 Recording Requested By: City of Palm Springs When Recorded Mail To: Name James Thompson,City Clerk Street Address 3200 E.Tahquitz Canyon Way City&State Palm Springs,CA 92262 SPACE ABOVE THIS LINE FOR RECORDERS USE NOTICE OF COMPLETION (CA Civil Code§§8180-8190,8100-8118,9200-9208) NOTICE IS HEREBY GIVEN THAT: 1. The undersigned is an owner of an interest of estate in the hereinafter described real property,the nature of which interest or estate is: Fee (e.g.fee, leasehold,joint tenancy,etc.) 2. The full name and address of the undersigned owner or reputed owner and of all co-owners or reputed coowners are: Name Street and No. City State City of Palm Springs 3200 E.Tahquitz Canyon Way Palm Springs CA 3. The name and address of the direct contractor for the work of improvement as a whole is: Powell Constructors, Inc.8555 Banana Avenue,Fontana,Ca 92335 4. This notice is given for(check one): 0 Completion of the work of improvement as a whole. ❑ Completion of a contract for a particular portion of the work of improvement(per CA Civ.Code§8186). 5. If this notice is given only of completion of a contract for a particular portion of the work of improvement(as provided in CA Civ.Code §8186),the name and address of the direct contractor under that contract is: Not Applicable 6. The name and address of the construction lender,if any,is: Not Applicable. 7. On the 4th day of March 20 16 there was completed upon the herein described property a work of improvement as a whole(or a particular portion of the work of improvement as provided in CA Civ.Code §8186)a general description of the work provided: Bogert Trail Bridge Rehabilitation over Palm Canyon Wash,City Project 07-03,Federal Aid Project No.BHLS 5282(026),BR 56CO311 8. The real property herein referred to is situated in the City of Palm Springs County of Riverside State of California,and is described as follows: Bogert Trail Bridge over Palm Canyon Wash bounded by Barons Road on the east and Andreas Palms Dr.on the West 9. The street address of said property is: Not applicable 10, If this Notice of Completion is signed by the owner's successor in interest,the name and address of the successor's transferor is: Not applicable I certify(or declare)under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Date: By: Signature of Owner or Owner's Authorized Agent-Assistant City Manager/City Engineer for City of Palm Springs Marcus Fuller ©Porter Law Group,Inc.2013 Print Name Page 1 of 2 48 VERIFICATION I, Marcus Fuller state:I am the Assistant City Manager/City Engineer ("Owner","President", "Authorized Agent","Partner',etc.)of the Owner identified in the foregoing Notice of Completion.I have read said Notice of Completion and know the contents thereof;the same is true of my own knowledge. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Executed on (date),at Palm Springs (city), CA (state). Signature of Owner or Owner's Authorized Agent A Notary Public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. STATE OF CALIFORNIA COUNTY OF On (date), before me, Notary Public (name and title of officer)personally appeared who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/shelthey executed the same in hislher/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s),or the entity upon behalf of which the person(s)acted,executed the instrument. I certify under PENALTY OF PURJURY under the laws of the State of California that the foregoing paragraph is true and correct. Witness my hand and official seal. Page 2 of 2 Signature 49 ATTACHMENT 5 50 RECEIVED Notice of Exemption JAN 19 2010 Form D To: Office of Planning and Research From: (Public Agency) City Of Palm Springs P.O.Box 3044.Room 212 3200 E. Tahquitz Canyon Way Sacramento,CA 95812-3044 Palm Springs, CA 92262 County Clerk - -.--- County of Riverside - 2724 Gateway Drive _ Riverside, CA 92507 " Z�1Ga ProjccI.Tide: Bogert Trail Bridge Rehabilitation Project Project Location- Specific: Bridge over the South Palm Canyon Wash on Bogert Trail approximately 3/4 of a mile east of the Intersection with South Palm Canyon Drive in the City of Palm Springs, Riverside County. Proiccl location—City: Palm Springs Project Location—Comity: Riverside Description of Nature.Purpose and Beneficiaries of Project: The existing Bogen Trail Bridge(56C-0311)is a four span precast-pre-sb'essed concrete I-girder bridge approximately 322'long and 33'wide with reinforced concrete pier walls supported on concrete piles. The existing bridge is classified as functionally obsolete due to the narrow width,and has a sufficiency rating of 62.8. To provide full standard traffic lanes and shoulders which will match the current roadway width to both the east and the west,the bridge will be widened on both sides to a new total width of 52'. Other repairs to the bridge will include the replacement of the abutment seals,replacement of the bearing pads to accommodate the movement rating,and various crack and spall repairs. In addition,it will be verified that both the existing and new footings are located sufficiently deep. If needed,appropriate scour countermeasures wdl be designed and added to the project to avoid any negative impacts due to scour. It is not still that permanent righl of way will be required. Namc of Public Agency Approving Project: City of Palm Springs Namc of Person or Agency Carrying Out Project: Public Works Department Exempt Status: (check one) ❑ Ministerial(Sec.21080(h)(I); 15268); ❑ Declared Emergency(Sec.21080(b)(3): 15269(a)); ❑ Emergency Project(Sec.21080(b)(4); 15269(b)(e)); ® Categorical Exemption. State type and section number: Section 15301 (Class 1) ❑ Statutory Exemptions.State code number: Reasons why project is exempt: Section 15301 (Class 1)includes the repair,maintenance,or minor alteration of existing structures involving negligible or no expansion of use beyon that existing at the time of the lead agency's determination. The proposed project would widen the existing Bogert Trail bridge in order to improve safety, but the project would not change the use of the existing bridge(no additional travel lanes,no major improvements,etc.) Lead Agency Marcus Fuller (760) 323-8253 Contact Person: Area(iodcf l'cicphmtc/Extension: - .._ If filed by applicant: 1.Attach certified document of exemption finding. 2.Has a Notice ofFxemption been ' d by the public agency approving the project? ❑ Yes ❑No Signaturc. ,��, Date: !I O / Tine: A$$1$ "roirectoror Public works,An City engineer R1 Signed by Lead Agency Date received fir filing at OPR: ❑ Signed by Applicant Revised 2005 128 (� �� 51 ATTACHMENT 6 52 CATEGORICAL EXEM"CIM CATEGORICAL EXCLUSION DETERMINATION FORM OB-Illy-palm Springs SHLO 52021020) p51 L'o:R1e.(or Loral Agency) P.WP M E A (Scala pmlect) 0edsreFAid project No.(Local pmjhlcty Prel.No. PROJECT DESCRIPTION: (Brielly describe proincJi.purpose,1pcaeon.limits nght-of-way requirements,and activities mitalved} Fnw prgipcl de>x1'o w n this bar Use Ccnfnuafion Stied tfnecesswy _ t ilr East bogut Frat BMhte(SaC 0311)&.a feu span a his slainFprtl9d wncnYe rshoul bridge The till lg Cn ht a cent cad ea t+nceonalry Bbsdahe antl haS p Wrtcierey rtkng o/E2.5 To provide iul staMard sate lanes antl shaleers,wFcn raJtl matpi ike W.Mt•nad'waY rdh b Wit.the can yid the rest.the hntlge ril tt radered an Ooeh spas q s ner halal wbhh or 57' TFe ex raring rcaOwaY appaaChes taper IhOrn tla NI madwaywadth to the xircthrg bridge wihxh fyv d6ten5Pe Nepe•oWnehxIY 250 to"wen and 150 »riecau Atwma:h•oatlrwary wtA rat indrdB Wgrg 9e!apa6 uo kn the lull road*AIN end conl"nil lathe Imprcied b"e, Other repairs 10 qa brd9B inrftaw dt ryplscemer+.d aRercrR reds.•eplacrvrara d theareg pads.'W iDW trail.Will$PON N"in.and Apptop•iMe scour cwrlxrmea"as q addpon n wN to ne•tetl[rBr MM Dq edsarhq an;hhgr•krpl'r90 ere u�teled sulteianty deep. Phermahenl coin of way wild not Ix reduratl CEDA COMPLIANCE (her stale pevileds wiry) Based an a(h examnalim of curs proposal,atppolung mformahnt,and the rdlcWng stahartterhts ISee W CCR 15W et seq I it t$s prejoct lots xethn exempt class 3,4,3.6 or 11.It does not enttacl an ernirarhrnemat rexohxce ai hazardous rX cnllral concern where designated,precisely mapped aril aNhciaty adopted pursuant to 13w. • There will net be a significant ctrnuiative efled by this project and successive ptcyeas of the same type n the same place,over bmP. • There Is not a reasonable possibility that the project wit have a sigrascant effect:on the environment clue to unusual drwinslarhoes a This project does not dareage a scenle resource within an oNcialty,designated state scenic hgrnvy This project Is Pot located on a site inckided on any list compiled pursuant to Gout.Code g 65962 5('Cortese Lr l") s This project does not cause a substantial adxerse charge in the signifwnoa of a historical resource. CALTRANS CEDA DETERMINATION (check one} ❑ Exempt by Statute.(PRC 210911(D); 14 CCR 15260 of seq I Based on an examination ar Pis proposal. supporting inipmatien,alit the above Slaternenis me prnpea Is. ❑ Catepdncalty Exempt.Class - (PRC 21064; 14 CCR 15300 el seq.) ❑ Categorically Exempt 0eneral Rule exemption.(TNs protect does rxN fall w Bird on exempt class.but d can be seen wth certainly that there is no,possibllll'that the activity may have s significant effort on the anwro nment;CCR 15[161101131) WA MA Print Karns.Emitoatmengal Branch Chef Print Nama Project Marrager-MLA Erglneef NIA NIA 5•gruture Pale 50elure Dale NEPA COMPLIANCE In accandarhpr with 23 CFR 771.117.and based on an eaammabon of this proposal and supporting riformatton,the State has deterrrmed that this project: . drew not individually or cumulatively Rave a significant impact on the ernivolement as tletined by NEPA and is excluded from the riefuremants ell prepare a•h Envkonmentat As5esyrreenl(EAI ar EfMronmef"Impact Statement IEIS),and s has eansdored Uxitlu3l arwmalaruoas purwaru to 23 CFR 771.117(b} {l3lfp;JlYAWr.Ihwa.CM eovmepf23L*T7 t.t*n<sax 771 1171, In non-aha mhent or marhtenance areas fox Federal air quality standards,the prooeci is either exempt(nun an cpnfrwmty reouiremems,er corhfmnily anaaysa has been gorrlPteted Pursuant to a2 U,`L'(,'7506tcs and gQ,�R,$,3. CALTRANS NEPA DETERMINATION (Check one) Section 8004: Tie State has t>csn as0grwd,and hereby certifies that Ithas earned out,We reepoeSbAty to make this deterrrhirraliorh purssam No Chapter 3 of Thee 23.United States Coda.Section 326 and a Mcvnotandum of U nderSIAttdirlg(MOU) fisted June 1.2007.executed between the FHWA and the State. The State has determined that the pr heist is a Cale"Cal Exclusion under: 23 CFR 771.1171c) actiwly lcK,,. ) • 23 CFR 771.1171d1,acemtY(dR..1 ) w Activity_isled in the MOU behYeen FHWA and the Stahe ❑ Section 11405: Barad on an examinstian of this proposal and scpporleng irda[mathrn, the State has dstemhaheo teat the prwct is a CE wider Section 6W5 of 23 U.5 C.327. Aaron P. Burton I. riDIPrint Marne Envifrxlmethtal Bran,lr CAxef Print N � ! nnager)DI A Engineer Signaburr�. _a ..:....._._,_. .Dale Slplaleite�h` m{, " Wetly list cnvhrartmgntal rarnvnerpems on conphuaaan sheet Retwerce additional information,as appropriate(e.g. air quality slides-doclmenlation.of owfonnuty exemption.FFNJAconformity determination d Sri,q 6W5 prolecl:tj 106 commitments.§d(ti. 57 restAs;Wotlantls Finding floodptam frhdrhg:additional MON.and design condilforhat. Revised Saphember 19,2009 haft I rd a 53 CATEGORICAL EXEMPT1OWCATEGORICAL EXCLUSION DETERMINATION FORM Continuation Sham 08-RA--Pahm Springs BRLO 5262(026) Dist.�(,o-Rie her Lool Agency) P.MP.M. E A.;Slale MjW) Fttderal-Aid Proleet No ;Coca!prp6ctk'Pnoi No. Safe Routes to Schools HOJECT cOMP'PONENTS • HrjAcn fulutiottaily ohxolate hriAbe to ace+mntadate full standard lanrx • improve the sufficiency rating or the bridge; it has a Auf iiciency rating of 62.9. • All construction work will be done within the existing right of way. IEC'II NI(AL STUDY RESULTS HIOL.06ICAL STUDY • A Natural Lovtronment Study(Nltntlrtal Impacts) INES(M[jlwas approved byqualifiedCaltransxLnfton larruary 77..20(P. The following measures shall be implemented to aixiid impacts to srrlsiavr biologwal rexourcds: IiAmmiraKrn Ennms for Srnsihve HabrWt 1. Project limits will be staked by the project surveyor to domain eamm,cUon actn ibos within the project boundaries.Consbticdon will dry oats vAbrin the proposed construction fomprrrit. 2. Sensitive areas outWe the proposed wood saute At be desig"W as Enviromnerllal Sensitive Areas tES&1 lobe impacts to nearby habitat T w se areas w l be fenced cry by D e use of bLviowt easlusim leering throughoul the duration cA the proied. 3. VegeWcn vds only,be removed after pre-consliucbgn biological surveys have been complmed and when sensnlne.birds and other species are not breeding within the prolacts area at Impact When possible_slvubs voil be trimmed and lee in the ground us order to allow fur mvegatabvn rather than out dawn Of dsg up to Conserve existing desert dry wash and desen vMlow 9Club habilai. 4 AA rlparlsn Imes.including desert waow.to be removed by the project vM be mitijaled at a i 1 ratio Replanting wan 000fr on the site 5. Caordiraborr with the Riverside County Rood Control District shot try bertanied to determine the locations and status of vegetation remgvao aenvilipS for channel mainlinange prior W conducting any nova ary rovNelalKm Mnsmezabon Efions for Sensitive PIaMs: 6. Deper,dlg ms tlw resells at the rss=anrmerded rare plate surveys to be t:ondreled cluing a gnrwirr]seawn 140ruary through May)Veceding co+sirucbon,avo4ance and7or minmrzaUon measves may or may not be required tar special-status plant species in Me propo area,I!Conefiesa Valley milk-vetch or any other listed gam species are Malad in r+e project area.a Section 7 corl5utatlon may be requred WVs the appropriate agencies(USFWS.Andhr COFG).Other requirements may also be necessary urder a finatized Coacrida Valley boas-Speraea Habitat Conservation Plant Minmlzaton EMorts for Sensitive Morals. Npersdirsg on pile rasults 0 the react mended 3P4ay nesting lard surreys to be con4ucted prior to any constw000n activates,avoidance and+or minint"tion measures may be neoessary in order to prevem the direct take of dislurbance d active bird nests a other s"ifive species wnn the proied area Tire fdbWn,guitelir+es spas be use4 rn nrdru In prevent such take 7. Timing d bnrsh removal or otter conaairctlon activates shall avoid the removal of occupied habitat d other dislurbanccs such as noise tW may Asturb protected sppc+es during ifrc bud breeding season Arhltnnally.r veQHatidn will Mmai y tie removed between the tall ttrougm winter months xten bird species sibuld rot be brewing(Seplvnber ft rough Januwy? R Should construction peps between FeGrwry 1 and August 31.a pro cnmirwbon ncMirig bmi survey shall be wrrlkicted wittin 30-days preoedN any construction acoyltes. In the event Ulan nesting blros are Mateo Wlhin t,e project area.appropriate atmdance and rMgabon wit be determined as approved try C1ukken oonsutations wit,COFG arMror USFWS to assure comokiiwC With 913te and federal teyuaLci% Pyre"_`of l 54 CATEGORICAL EXEMPTK*MATEGORICAL EXCLUSION DETERMINATION FORM Cwitinulation Sheet tl Slvallao and other nest removal shall only be ccn"ed under the direct srpervis oo M a permitted bio"I (following the guidelines listed ih Appendix C)and sjvlll be timed ba die bird non»breeding season 10, ti active nests are found in fie pndject area,an appropriala W Her rare will be eslablished around ere mast by a qualified bluog*t(Ilia buffer dlstanoa wfll be establshed though coordinallon wM USFWS,CDFG.and the City oA Palm Spnngsl 11, If it has been determined that a sens+lnre bird r nin"within 300 feel of She project area during acsive construction,a biological morns we be present to iriaaitnr the naming activities so ensue that cunsim lbn rase and dust is not adversely a0fecfing Morn, 12. if wnstrucaon acwties,parkn7any roise producing wIlAtles(e.g..pile dnvirgl.must coca driving the Greeting seamen(February t though August 3t1•a buffer nine will bo oslablished around any cib a cd migratory songbird nest,raptor nest,or breeding pair terfAory (these exdusion areas may also be re*red in the CDFG 1WQ permit fbr me project). The eodent of this buffer zone alit be established through coordinaWn wrth USFYyS,CDFG.and the Cily of Palm.Springs. 13. At consbuction activities which have been dolirminrd through monitoring to have a potential of disturbing neat mites sties be ourMiled tnl Arras been detannined by a Wollogial boat the ne611s)are no erKpr dive. 14. At project personnEl must be educated regarding die Wlelt"species issues for the protect area prior 13 tinsel of construction acWties. Ccnsbuceon personral are to be no closer than 3W ft of an observed migratory songbird nest or Soo M of A raptor nest unless eulhorwed to enter by the prujecl biulogist. 15, To minimize grawid disbirbance and potential for Impacts to subterranean speces,rubber mats,wood uibbircj. ardior epuivaleM amp be placed in the charnel prior to construction vehcles entering the channel, All ground projection materfars used will be removed after enMbuction activities have ores compietel. PF.-Rh11'I ft1-A�UIREII • Stoner 1602 Srr:ambed Alination Agreement • Section 404 Nationwide Permit • Sck ton 4111 Wale Quality C ertefitahnn • NPDES Penns[ IIALARDOUS WAS It ISA • the I:nvironincntal I'ngmcenng IhpaTtmenl reviewed and concur%with the finding and content of the Initial Site A.,sessmcnt IIS.A)on November 13.2W8 .AIR • LaOronmenutl Engineering..Dcpanrneni reviewed the project and determined that the project Falls under the category ol-Exempt ProjecL<listed as"bicycle and pedestrian facthtics•-in l able 2 of.10 CYR 93.126 (]'able 1 of the CO ProtocoR The project is therefore,exempt from all orni"tons analysis NOISE • Environmental Ertgjncenng Department determined that this is not a"1-ype I project and no noise studies will be rcquired. However.due to the proposexl pro7eU's proximity to mnisc-semlllvc land use, the contrrctur sleall comply with all focal wound control and noise level rule%,prrivided in the V ut*d Control Requirtrneuts arut special p oOmoeis. Picase note that Section 7-1.01 1 of the Standard Spr kficabnfis has been replaccd with Section 14 K02. C•ULTURA1..STUDY • the Ifi-store Property Survey Reptnt(HPSR.1 "i approved im Aulttxt 18, 2009. HYDRAULICS • t he Location Hydraulic Study was approved on September 28,21YJ9. • The I lnrtdptaln LValdalilm Report'UmmAr'y wax aprrii'.r.J cmn Sepfemher ix, 'olju Pace t, s 55 NEPA/CEOA RE-VALIDATION FORM DIST./CO./RTE. 08-RIV-City of Palm Springs PM/PM E.A.or Fed-Aid Project No. BHLO 5282 026 Other Project No.(specify) PROJECT TITLE Bogert Trail Bridge ENVIRONMENTAL CE APPROVALTYPE DATE APPROVED 2/23/2010 Check reason for consultation: REASON FOR [I Project proceeding to next major federal approval CONSULTATION ®change in scope,setting,effects,mitigation measures, requirements (23 CFR 771.129) 03-year timeline(EIS only) ❑ NA Re-Validation for CEQA on DESCRIPTION OF Briefly describe the changed conditions or new information on page 2.Append continuation CHANGED CONDITIONS sheet(s)as necessary. Include a revised Environmental Commitments Record(ECR)when applicable. NEPA CONCLUSION -VALIDITY Based on an examination of the changed conditions and supporting information:[Check ONE of the three statements below, regarding the validity of the original documenl/detemrination(23 CFR 771.129). if document is no longer valid,indicate whether additional public review is warranted and whether the type of environmental document will be elevated.) ❑ The original environmental document or CE remains valid. No further documentation will be prepared. ® The original environmental document or CE is in need of updating;further documentation has been prepared an 0 is included on the continuation sheets)or❑ Is attached.With this additional documentation,the original ED or CE remains valid. Additional public review is warranted(23 CFR 771.111(h)(3)) Yes❑ No❑ ❑ The original document or CE is no,longer valid. Additional public review is warranted(23 CFR 771.1111(h)(3)) Yes❑ No❑ Supplemental environmental document is needed. Yes❑ NczProject New environmental document is needed. Yes❑ No❑ (If" ) CONCURRENC WITH NEPA NCLUSION I concur with the PA conciu rofi Ignature:Environmental ranch Chief Date ager/DLAE Da e CEQA CONCLUSION : (only mandatedforprojects on the State Highway system.) Based on an examination of the changed conditions and supporting information,the following conclusion has been reached regarding appropriate CEQA documentation: (Check ONE of the five statements below,indicating whether any additional documentation wile be prepared,and if so, what kind. If additional documentation is prepared,attach a copy of this signed form and any continuation sheets.) ❑ Original document remains valid. No further documentation is necessary. ❑ Only minor technical changes or additions to the previous document are necessary. An addendum has been or will be ❑ prepared and Is ❑ included on the continuation sheets or ❑ will be attached. It need not be circulated for public review.(CEQA Guidelines,§15164) ❑ Changes are substantial,but only minor additions or changes are necessary to make the previous document adequate. A Supplemental environmental document will be prepared,and it will be circulated for public review. (CEQA Guidelines,§15163) ❑ Changes are substantial,and major revisions to the current document are necessary. A Subsequent environmental document will be prepared,and it will be circulated for public review.(CEQA Guidelines,§15162) (Specify We of subsequent document, e.g.,Subsequent FEIR:) ❑ The CE is no longer valid. New CE Is needed. Yes❑ No❑ CONCURRENCE WITH CEQA CONCLUSION I concur with the CEQA conclusion above. —Not Applicable __ Not Applicable _ Signature:Environmental Branch Chief Date Signature: Project Manager Date CJ 6 Paee I of 6 Revised June 2011 NEPAICEOA RE-VALIDATION FORM CONTINUATION SHEET(S) Address only substantial changes or substantial new information since approval of the original document and only those areas that are applicable. Use the list below as section headings as they apply to the project change(s). Use as much or as little space as needed to adequately address the project change(s)and the associated impacts, minimization, avoidance and/or mitigation measures, if any. Changes in project design,e.g., substantial scope change;a new alternative; change in project alignment Not Applicable Changes in environmental setting,e.g., new development affecting traffic or air quality; Not Applicable Changes in environmental circumstances, e.g.,a new law or regulation;change in the status of a listed species. On July 8, 2009 the United States Fish and Wildlife Service (USFWS) proposed to list the Casey's June beetle (Dinacoma caseyi). Since this project has the potential to impact this species coordination with USFWS and Army Corp of Engineers (ACOE) took place resulting on the determination that a Conference Assessment (CA)for this species was required. Surveys for the Casey's June beetle took place yielding the presence of this species within the project footprint. Several Coordination meetings with USFWS took place to determine adequate avoidance, minimization, and mitigation measures to protect the species. The CA was submitted to USFWS issued a Conference Opinion (CO) for this project. It is also determined that this project is not likely to jeopardize the continued existence of the Casey's June beetle and is not likely to destroy or adversely modify proposed critical habitat for the species. Changes to environmental impacts of the project, e.g.,a new type of impact or a change in the magnitude of an existing impact. Changes to avoidance, minimization,and/or mitigation measures since the environmental document was approved. The following are additional avoidance and minimization measures that are to be included into the CE and ECR of the Bogert Trail Bridge Project; BHLO 5282 (026): Minimization Measures and Onsite Restoration of Casey's June Beetle Habitat A minimum of 0.29 he (0.72 ac) of restoration of Casey's June beetle habitat would be performed on the Project site within Palm Canyon Wash in areas that would be temporarily affected by the Project. These activities would include the following measures: • To reduce potential temporary effects to animals (including Casey's June beetle) during construction, work will only be conducted during daylight hours; • To minimize potential impacts to Casey's June beetle within the Project action area, no roadway lighting will be installed. Construction work would not be conducted at night. The project will not generate any new permanent light sources; 57 Paee 2 of 6 Revised June 2011 NEPA/CEQA RE-VALIDATION FORM • Standard construction Best Management Practices (BMPs) will be utilized for construction in Palm Canyon Wash; • The Project boundaries that are located in the wash will be clearly marked by silt fencing, stakes, or some equivalent such as what Caltrans refers to as"ESA fencing; • Soil disturbance and compaction will be minimized as feasible in the wash; • A qualified bio monitor will be selected and will be present during substantial construction activities in the wash; • A conceptual restoration plan will be developed for the temporary disturbance area. The plan will be reviewed and approved by the Service prior to initiation of construction; • Native woody shrubs, located in the Project footprint in the wash, that are taller than 1.2m (4 ft) will be salvaged. The"rootball:" of these plants will be maintained and they will immediately be planted at the edge of the Project site in the wash in a similar location (e.g., floodplain terrace). Replanted shrubs will be irrigated once a month for 3 months; • Debris/waste material (e.g., old bridge deck bearing materials)will be kept out of the wash; • Excavated fill (e.g., pier construction) will be placed on flexible mats or plates to reduce disturbance of local soils; • Vehicles and equipment will be washed of potential invasive plant propagules (i.e., weed seed in dried mud removed) before entering the Project site area. The biomonitor will inspect the washed equipment prior to entry onto the Project site; • The Applicant will assure that any imported fill or rock is free of potential invasive plant propagules (e.g., utilize weed-free borrow material and washed rip rap). The biomonitor will inspect the imported fill and/or rock prior to transport onto the Project site; • Minimal clearing, grubbing, grading, or development of access roads (compaction) will be performed in the wash. The biomonitor will administer these activities; • Vehicles/equipment will be parked or serviced (Le., fluids) outside the wash only; • The entire Project site footprint will be weeded (alien plants removed) for 5 years twice annually following the completion of construction; and, • Permanent signage will be installed in the site area regarding illegality of off highway vehicle (OHV) use in the wash (e.g., sign at flood control ramp down to wash). Offsite Conservation Enhancement and Protection of Casey's June Beetle Habitat A minimum of 1.74-ha (4.29 ac)would be acquired and legally protected with a conservation easement consistent with California Civil Code 815 et seq. This parcel(s) would also be ecologically enhanced. These activities would include the following measures: • A conservation easement will be granted to an agency or organization subject to approval of the Service. Easement wording will be consistent with CCC 815 et seq.; c pp Page 3 of 6 Revised June 2011 `�O NEPA/CEQA RE-VALIDATION FORM • This conservation easement will be recorded on a parcel (or portion of a parcel [e.g., Applicant has suggested parcel APN 512-190-0271) in Palm Canyon Wash, in proposed critical habitat (see Figure 3 Proposed Conservation Easement). The 1.74 he area to be protected with a conservation easement (whole or portion of a parcel)will be on Casey's June beetle habitat areas of soft-bottom of Palm Canyon Wash that are more than 91 m (300 ft) from the artificial levee that currently exists along sections on the west side of the wash. A title report for the parcel will be provided to the Service for review, and approval by the Service of the conservation easement to be granted across the parcel will be obtained prior to recordation. The conservation easement will be recorded within 3 months of initiation of Project construction; • Within 3 months of recordation of the conservation easement, Carsonite or equivalent signage will be placed along the conservation easement edge every 46 m (150 ft) indicating "Sensitive Ecological Area— Please do not disturb" or similar wording subject to approval of the Service; and; • Upon recordation of a conservation easement, the entire easement will be weeded (alien plants removed with native plants retained) for ecological enhancement, repeating twice annually for 5 years from the date of recordation of the conservation easement. TERM AND CONDITION In order to be exempt from the prohibitions of section 9 of the Act, the Corps, FHWA, Caltrans, and the Applicant must comply with the following term and condition, which implements the reasonable and prudent measure described above. This term and condition is non-discretionary- The Corps, FHWA, Caltrans, and Applicant, including all of their agents/contractors,will implement all biological conservation measures and/or assurances provided above in the Project description, including compliance with the proposed Project footprint limits. The Corps, FHWA, Caltrans, and/or Applicant will notify the Service in writing at least 2 weeks before initiation of construction of the start date for construction activities. The Corps, FHWA, Caltrans, and Applicant will report in writing (letter report) to the Service, monthly during Project construction until completion of construction activities, and every 6 months for conservation measures that follow construction (e.g., alien plant removal), specifically documenting compliance with each of the measures of the Project description. The incidental take statement provided in the conference opinion does not become effective until the species is listed and the conference opinion is adopted as the biological opinion issued through formal consultation. At that time,the project will be reviewed to determine whether any take of the species or its habitat has occurred. Modifications of the opinion and incidental take statement may be appropriate to reflect that take. No take of species or its habitat may occur between the listing of Casey's June beetle and the adoption of the conference opinion through formal consultation, or the completion of a subsequent formal consultation. Changes to environmental commitments since the environmental document was approved, e.g., the addition of new conditions in permits or approvals. When this applies, append a revised Environmental Commitments Record(ECR)as one of the Continuation Sheets. Minimization Measures and Onsite Restoration of Casey's June Beetle Habitat A minimum of 0.29 ha (0.72 ac) of restoration of Casey's June beetle habitat would be performed on the Project site within Palm Canyon Wash in areas that would be temporarily affected by the Project. These activities would include the following measures: • To reduce potential temporary effects to animals (including Casey's June beetle) during 59 Pave 4 of 6 Revised June 2011 NEPA/CEQA RE-VALIDATION FORM construction, work will only be conducted during daylight hours; • To minimize potential impacts to Casey's June beetle within the Project action area, no roadway lighting will be installed. Construction work would not be conducted at night. The project will not generate any new permanent light sources; • Standard construction Best Management Practices (BMPs) will be utilized for construction in Palm Canyon Wash; • The Project boundaries that are located in the wash will be clearly marked by silt fencing, stakes, or some equivalent such as what Caltrans refers to as"ESA fencing; • Soil disturbance and compaction will be minimized as feasible in the wash; • A qualified bio monitor will be selected and will be present during substantial construction activities in the wash; • A conceptual restoration plan will be developed for the temporary disturbance area. The plan will be reviewed and approved by the Service prior to initiation of construction; • Native woody shrubs, located in the Project footprint in the wash, that are taller than 1.2m (4 ft) will be salvaged. The"rootball:" of these plants will be maintained and they will immediately be planted at the edge of the Project site in the wash in a similar location (e.g., floodplain terrace). Replanted shrubs will be irrigated once a month for 3 months; • Debris/waste material (e.g., old bridge deck bearing materials) will be kept out of the wash; • Excavated fill (e.g., pier construction)will be placed on flexible mats or plates to reduce disturbance of local soils; • Vehicles and equipment will be washed of potential invasive plant propagules (i.e., weed seed in dried mud removed) before entering the Project site area. The biomonitor will inspect the washed equipment prior to entry onto the Project site; • The Applicant will assure that any imported fill or rock is free of potential invasive plant propagules (e.g., utilize weed-free borrow material and washed rip rap). The biomonitor will inspect the imported fill and/or rock prior to transport onto the Project site; • Minimal clearing, grubbing, grading, or development of access roads (compaction) will be performed in the wash. The biomonitor will administer these activities; • Vehicles/equipment will be parked or serviced (i.e., fluids) outside the wash only; • The entire Project site footprint will be weeded (alien plants removed)for 5 years twice annually following the completion of construction; and, • Permanent signage will be installed in the site area regarding illegality of off highway vehicle (OHV) use in the wash (e.g., sign at flood control ramp down to wash). Offsite Conservation Enhancement and Protection of Casey's June Beetle Habitat A minimum of 1.74-ha(429 ac) would be acquired and legally protected with a conservation easement consistent with California Civil Code 815 et seq. This parcel(s) would also be ecologically enhanced. These activities would include the following measures: • A conservation easement will be granted to an agency or organization subject to approval of the 60 Pave 5 of 6 Revised June 2011 NEPA/CEOA RE-VALIDATION FORM Service. Easement wording will be consistent with CCC 815 at seq.; • This conservation easement will be recorded on a parcel (or portion of a parcel [e.g., Applicant has suggested parcel APN 512-190-0271) in Palm Canyon Wash, in proposed critical habitat (see Figure 3 Proposed Conservation Easement). The 1.74 ha area to be protected with a conservation easement(whole or portion of a parcel) will be on Casey's June beetle habitat areas of soft-bottom of Palm Canyon Wash that are more than 91 m (300 ft) from the artificial levee that currently exists along sections on the west side of the wash. A title report for the parcel will be provided to the Service for review, and approval by the Service of the conservation easement to be granted across the parcel will be obtained prior to recordation. The conservation easement will be recorded within 3 months of initiation of Project construction; • Within 3 months of recordation of the conservation easement, Carsonite or equivalent signage will be placed along the conservation easement edge every 46 m (150 ft) indicating"Sensitive Ecological Area—Please do not disturb"or similar wording subject to approval of the Service; and; • Upon recordation of a conservation easement, the entire easement will be weeded (alien plants removed with native plants retained) for ecological enhancement, repeating twice annually for 5 years from the date of recordation of the conservation easement. TERM AND CONDITION: In order to be exempt from the prohibitions of section 9 of the Act, the Corps, FHWA, Caltrans, and the Applicant must comply with the following term and condition, which implements the reasonable and prudent measure described above. This term and condition is non-discretionary. The Corps, FHWA, Caltrans, and Applicant, including all of their agents/contractors, will implement all biological conservation measures and/or assurances provided above in the Project description, including compliance with the proposed Project footprint limits. The Corps, FHWA, Caltrans, and/or Applicant will notify the Service in writing at least 2 weeks before initiation of construction of the start date for construction activities. The Corps, FHWA, Caltrans, and Applicant will report in writing (letter report)to the Service, monthly during Project construction until completion of construction activities, and every 6 months for conservation measures that follow construction (e.g., alien plant removal), specifically documenting compliance with each of the measures of the Project description. 61 Paee 6 of 6 Revised June 2011 NEPA/CEQA RE-VALIDATION FORM DIST.ICOJRTE. 08-Riv-City of Palm Springs PMIPM E.A.or Fad-Aid Project No. BHLO5282(026) Other Project No.(specify) PROJECT TITLE Bogert Trail ENVIRONMENTAL APPROVAL TYPE DATE APPROVED 2/23/2010 Check reason for consultation: REASON FOR ®Project proceeding to next major federal approval CONSULTATION []Change in scope,setting,effects,mitigation measures,requirements (23 CFR 771.129) 03-year timetine(EIS only) El N/A Re-Validation for CEQA on DESCRIPTION OF Project is proceeding to next federal approval for its E-76 construction.No change in scope, CHANGED CONDITIONS settings or requirements.No further documentation required at this lime. NEPA CONCLUSION-VALIDITY Based on an examination of the changed conditions and supporting information:(Check ONE of the three statements below, regarding the validity of the ongma/documenWeterminaticn(23 CFR 771,129).ff document is no longer valid,indicate whether additional public review is warranted and whether the type of environmental document will be elevated] ® The original environmental document or CE remains valid. No further documentation will be prepared. ❑ The original enviromnental document or CE is in need of updating;further documentation has been prepared and ❑is included on the continuation sheets I or❑ is attached.With this additional documentation,the original ED or CE remains valid. Additional public review is warranted(23 CFR 771.111(h)(3)) Yes❑ No❑ ❑ The original document or CE is no longer valid. Additional public review is warranted(23 CFR 771.111(h)(3)) Yes❑ No❑ Supplemental environmental document is needed. Yes❑ No❑ New environmental document is needed. Yes❑ No❑ (if"Yes,"specify type: 1 CONCURRENCE WITH N PA CONCLUSION I concurwth eNEPA / !3 3 S s ;Z0 S mature:Environm to ranch Chief Date Signature: roj anger/DLAE Dat CEQA CONCLUSION :(Only mandated for projects on the State Highway System.) Based on an examination of the changed conditions and supporting information,the following conclusion has been reached regarding appropriate CEQA documentation:(Check ONE of the rive statements below,indicating whether any additional documentation will be prepared,and if so,what kind.If additional documentation is prepared,attach a copy of this signed form and any continuation sheets.) ❑ Original document remains valid. No further documentation is necessary. ❑ Only minor technical changes or additions to the previous document are necessary. An addendum has been or will be ❑ prepared and is ❑ included on the continuation sheets or ❑ will be attached. It need not be circulated for public review.(CEQA Guidelines,§15164) ❑ Changes are substantial,but only minor additions or changes are necessary to make the previous document adequate. A Supplemental environmental document will be prepared,and it will be circulated for public review. (CEQA Guidelines,§15163) ❑ Changes are substantial,and major revisions to the current document are necessary. A Subsequent environmental document will be prepared,and it will be circulated for public review.(CEQA Guidelines,§15162) (Specify type ofsubsequant document,e.g., Subsequent FEIR:) ❑ The CE is no longer valid. New CE is needed. Yes❑ No❑ CONCURRENCE WITH CEQA CONCLUSION I concur with the CEQA conclusion above. N/A WA Signature:Environmental Branch Chief Date Signature:Project Manager/DLAE Date Page I of_I_ Revised June 2011 62