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Resolution - 2005-R0544 - Amendment To Agreement - HNTB Corporation - Northwest Passage Project - 11_18_2005
Resolution No. 2005-RO544 November 18, 2005 Item 5.5 RESOLUTION BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the Mayor of the City of Lubbock BE and is hereby authorized and directed to execute for and on behalf of the City of Lubbock, Amendment #1 to an Agreement between the City of Lubbock and HNTB Corporation for engineering services related to the environmental documents for the Northwest Passage Project. Said Amendment #1 is attached hereto and incorporated in this Resolution as if fully set forth herein and shall be included in the minutes of the Council. Passed by the City Council this 18th day of ATTEST: R.eb cca Garza, City Secretary APPROVE,,$ AS TO CONTENT: Engineer APPROVED AS TO FORM: Assistant City Attorney gs/ccdocs/Res-Amendment 1-Agrmnt RNTB Corp Oct. 17, 2005 Resolution No. 2005-RO544 CONTRACT NO. AMENDMENT NO. 1 5544 TO AGREEMENT FOR ENGINEERING SERVICES CITY OF LUBBOCK, TEXAS AND HNTB CORPORATION THIS Amendment No. 1 to Agreement for Engineering Services ("Amendment No. I"), dated effective this 18th day of Noym6e , 2005, is by and between HNTB Corporation ("Engineer"), of 5910 W. Plano Parkway, Suite 200 Plano, Texas 75093, a corporation duly chartered under the laws of the State of Texas, and the City of Lubbock, Texas ("Owner"), a Texas home rule municipal corporation. WHEREAS, pursuant to Agreement for Engineering Services, dated on or about October 11, 2004, Resolution No. 2004-RO513 (the "Original Agreement"), Engineer agreed to provide engineering services to Owner consisting of public involvement, route studies (including alternatives analysis), preparation of design schematics, environmental assessments, preliminary cost estimates, and analysis of adjacent property owners' share of the cost of paving improvements to Loop 289, 4`h Street, Erskine Street, Slide Road and the Loop 289/Erskine Street/Quaker Avenue/TT Parkway Interchange for the City of Lubbock; and WHEREAS, Owner and Engineer now desire to amend the Original Agreement, as follows: l . " Northwest Passage Advance Planning" "ATTACHMENT `A', SCOPE OF SERVICES", and "ATTACHMENT `B', COMPENSATION" to the Original Agreement are Hereby amended by adding ATTACHMENT "Al", ATTACHMENT "B 1 ",and ATTACHMENT "D I" to this Amendment No. 1 resulting in an increase of $16,567.19 to the original contract of $799,948.63 for a total Lump Sum compensation of $816,515.82 for "Advance Planning" engineering services. 2. " Erskine and Slide PS&E" "ATTACHMENT `A', SCOPE OF SERVICES", "ATTACHMENT `B', COMPENSATION" and "ATTACHMENT `C', OWNER'S RESPONSIBILITIES" to the Original Agreement are Hereby amended by adding ATTACHMENT "A2", ATTACHMENT "132", ATTACHMENT "C2"and ATTACHMENT "02" to this Amendment No. 1 resulting in a Lump Sum compensation amount of $1,248,280.33 for "PS&E" engineering services for Slide Road and Erskine Street. ATTEST: Re ecca Garza, City Secretary APPROVD AS TO CONTENT: .E. City APPROVED AS TO FORM: ohn M. nigh Assistant City Attorney CITY OF LUBBOCK, MAYOR HN 1 B CORPORATION / lG Benjamin J filler, ice President. Cekeal Division "Northwest Passage" From Frankford Avenue (FM 2528) to Clovis Road (US 84) City of Lubbock SCOPE OF SERVICES Attachment Al The work to be performed by HNTB Corporation (hereinafter referred to as the Consultant) under this Scope of Services will consist of, A time extension and corresponding Project Management activities due to the time extension as referenced in a letter addressed to Mr. Larry D. Hertel, P.E., City Engineer dated November 3, 2005. PLANNING SERVICES PHASE (TASKS 1) Task 1 - Project Management & Quality Assurance The Consultant's Project Manager and Task Leaders will be responsible for CONTINUED project oversight and the daily management of this project. Frequent and appropriate communications will be maintained between the Consultant and the City in an effort to complete the project. The following items are included in the project management tasks: • Coordinate the daily activities of the project; • Our subconsultant, Parkhill, Smith and Cooper (PSC) anticipates coordination, attendance, and preparation of meeting minutes for miscellaneous meetings with the City and other project stakeholders, estimated two (2) meetings. • Prepare a revised and maintain a project schedule graphic indicating tasks, critical dates, and deliverables; • Provide monthly status reports to the City in conjunction with monthly invoices; • Manage invoices and organize and manage project billings and filings; • Subconsultant management. These CONTINUED engineering services are further defined by the tasks and man-hours in Attachment B 1 of this Amendment. Attachment A l Page 1 of 1 HNTS Corporation THE HNTP COMPANIES November 3, 2005 5910 W Plano Parkway Telephone (972) 661-5626 Suite 200 Facsirn le (972) 661-5614 Plano, TX 75093 www.hntb.com City of Lubbock ATTN: Mr. Larry D. Hertel, P.E. City Engineer P.O. Box 2000 Lubbock, TX 79457-0001 RE: Northwest Passage Project HNTB Dear Mr. Hertel: HNTB Corporation is requesting a time extension and corresponding fee increase on the Northwest Passage Project contract, due to "Uncontrollable Forces" (Article 16). The existing contract expired on October 11, 2005 (12-months from notice to proceed), and we are requesting a time extension until April 30, 2006, as per the enclosed revised schedule. The revised schedule is based on anticipated TxDOT and FHWA approval timelines. Following are the reasons for the contract time extension request: 1. Historic Determination of the Rip Griffin Building — The technically preferred alternative for Slide Road will impact the Rip Griffin Building, which is a local historic landmark. The Texas Department of Transportation (TxDOT) Environmental Affairs Division recommended that the Rip Griffin Building was not eligible for listing in the National Registrar of historic Places (NRHP) on July 7, 2005. Texas Historical Commission (THC) concurred with the non -eligibility recommendation on August 10, 2005. These approvals are part of the environmental process required if there are proposed impacts to potentially historic structures. The original scope of work was based on the assumption that there would not be any impacts to the Rip Griffin Building. Therefore, the environmental approval process for the technically preferred alternative, as approved by the City of Lubbock and TxDOT-Lubbock District, has delayed the project schedule. 2. Traffic Projections — HNTB Corporation worked with the Lubbock Metropolitan Planning Organization (MVO) and TxDOT Transportation Planning and Programming (TP&P) Division on the TransCAD modeling to develop the traffic projections for the Northwest Passage project. Ov September 7, 2005, TxDOT TP&P approved the HNTB traffic projections for the Northwest Passage project. These traffic volumes have been incorporated in the schematic design and environmental document for submittal to obtain approval to hold a public hearing on this project. If you have any questions, please feel free to contact me at (972) 628-3108. Si ely, Benja J. Bille , P Vice President Enclosure: Revised Schedule "Northwest Passage" Frankford Avenue (FM 2528) to Clovis Road (US 84) City of Lubbock Cost of Services "rime Extension" Attachment Bi Hours key i"k"��."✓.��SaR "�.#im;X.aY. M+>:�1IYa�63 s ?Y�. TOTAL BASIC SERVICES HOURS and COSTI 6 1 27 1 17 1 0 6 1 4 1 0 1 0 1 20 EXPENSES TOTAL costs HNTB Parkhill Smith Cooper Total Cost $0.00 $2,200,00 $2,200.00 $443.94 $1,098.00 $1541.94 $1351.92 $912.00 $1863.92 $2,811.96 $2,010.00 $4,821.96 $0.00 $0.00 $0.00 $2,680.58 $2 680.56 $3,124.40 $3 124.40 $0.00 $0.00 $10,012,68 $6,220.00 $16,232.68 $10 012.68 $6 220.00 $16 232.68 $334.51 $0.00 $334.51 $10 347A9 $6,220.00 16 5$7.19 S16. 11/312005 Page 1 of i "NortivXsstPassape" Frankford Avenue (FM 202d) to 0ovls Road {US 84) City of Lubbock Cast of Services Unit Amount Contract Rate Cost Amount Contract Rate Cost Printtn Report copies: 0.5 X 11 B&W Ea. 200 $0.15 30.00 0,10 $0.00 ReportCo fie&8 5 X 11 Color Ea. 0.45 4-00 R Copies: 11 X 17 B&W Ea. 100 4.20 20.00 Report Copies: 11 X 17 Color Ea. 0.68 $0.00 0.35 0.00 Roll Plots Color L.F. 3.00 0.00 8.00 0,00 Foam Core Board Ea. 50.00 MOOPriniln raft Pages Printin final • Pages Newsletter Prints Ea. $0.45 $0.00 Newsletter LabeVEnvelo a Ea. $0.10 $0.00 Newsletter (Postage) Ea. $0.37 $0.00 Info. Packet -Printed Folders Ea. $2,10 $0.DD Info. PacketA Pa a color inserts Ea $0.65 $0.00 Film & Roll Development • Actual expense will be "at cost' 24 E 20 00 $0.00 Subtotal 50.00 1 1 $0.00 Field Fir erases E ui merit Rental [GPUnit Ea 0 $0,00 GPS Usea a De Field Su lies Lot Subtotal $0.00 $0.00 Travel Weacia Mile 0.375 SO.00 $0.37 $0,00 Tolls Ea. $1.00 $0.00 Parldn Da 10.00 0.00 Airtravel' Actual expense Yell be "at cost", Round The 200,00 $0,00 Rental Car (+tax) Da 75 $0.00 Hotel + tax Da 75 0,00 Meals Day $25.DO SO.00 Mee#s ovemi ht slay Da 35.00 0.00 Subtotal $0.00 $0.00 Dellivary ressMail fLetter Size Ea. 2 $16.OD 32.00 am. ht Pack es Fed Ex UPS Actual expense will be "at cost". Ea. 2 $100.00 200.00 $100,00 PostageEa. 24 0.37 8.88 8,00 ko"O Sh in PKG. Subtotal 240.88 Ex rises Total s280." $0.00 13% Surcharge W.63 $0.00 Expenses Total 1 $334.91 $0.00 1tN12005 Pape t of 1 �4t�,�fest pg4q Attachment D1 Northwest Passage City of Lubbock Revised Project Schedule Finyh ]a05 3 Task i - Project MarlrgallMrit • quality Aesurana 406 days Nan YOM 1104 Wad 4fYU66 I .. -. -. Project Ovrniyld 4W days Mon 1(L1i 1A4 Wed 4118i06 _.,_.. November 2004 Mwrthly Meeting(Lubbock) 1day Wed 11110104 Wed liflo 04 I 6 _ December 2004 Monthly Meelhig (Lubbock) 1 dry Wad 12116A4 Wed 12J15104 .._...._... -....�....._ :t.•....-- a January 2006 Agmmy Cooidlnetlon Meatklg (LubbaclQ 1 day Wad 115A6 Wad 1/&W .. ;qq..... .. .. .� . _..�._. Febrttsry 2006 Monthly Medirp (WbbaJr) 1 day Wed 2123Aa Wad 212=5 B March 2005 Monthly Meeting OxIbbod9 1 dry Mon 3121MS Mon 32110a I ._._.-..._ -F,, _ y ..... a July 20d5 Marty MerWtg (Dalas) 1 day Fri 718W Fd 7!&Oa ..._.�.,�,.. : .. ...... ......... _1' _ .-_ 10- August Caardlndbn Meath Atrg Agency g (,4ustln) 1 dry Frl all"5 FM1a113Aa 4 •...-. __...- tY October 2005 Monthly Maaang (Lubbock) 1 day 1Dl6I06 Wed 1g76106 14 Paco HW2005 AganeyAoord4tdhn Meelkrp (LubtgclQ 1 day Thu 1N75R16 Thu 12115A5 .._._. ......_._._... ., . ...: _.,. .. ; ...,__, .'75... ... _ Teek 9 - Public kevolvsatsfrt� _ 4" days .Wed Men tamw" a...1 . — .. -.-� Wad 4Mf4 .ip .. 74... - Prlblc Inw1wniud Actribm _.. 406 drys Mon 10111/04 Wed 411 s108 ) ...... - ...E . PraJrpWsrsslatirdNi (1stEdn) _....... ___ � � _ FAYN1W04 Fg 7216'134 ... ... ........ . _ r ._.. Ye January 2006 Public Meeting .. ... t day _._...-Thu 1113M Thu ill"S 17 1 dry FM 40r96 FA 4!1 AS ... . _—.. _ .. _ .._. _ .... ......_ ... „, -is Nay Z006 Prb6c Meeting - . ----- .1 day Thu Urm Thu 6I5+05 I ...... _ - • .. 7 qq .... • • ... .. -.__ .. ..... 1s PnOjsel tbiealslGf (BrA.EAtlplj. - :-�' 1 ref ......7M1hd 11111OB ..,.. Wed i/11A8 20 Anuary 2006 Puh k Mall" 1 dry Tua 2l21A8 Tue 2121106 1 Tsski-lRl pht-d-Elllry Ltltua 11 days Mon 1Y11144 Mon 1111SNa - 27 Task 4 -Data Collection 31 days Non 7YMJW Wed 12//6A4 23 Tesk 6 - Cansdnkna Mapping 13 days Mon 121{104 Wed 12r=4 I - . Q,..,. .... �., ^..... .. 21 Teak a - Develop Design CHWW 10 deys Mon lot26A4 Fill 1116f64 _- ... .,..... ....,.,...................._-. ..,..._..a .......... -. 75 Task 7 - D■velep C•valustlon CrhaAa f Technical Mathodoiopy Plan 15 uays Man 1111251*4 FA 111171p4 i �._ ._. .,... >e Task s - Roufe 6tudha (AlMrmsby" Analysts) as days Mon 111V" Fri 112aA6 ..... .N.�. w 27 Develop Akrnall»a 58 days Man 1YrEkg4 Fri 1f2B105 - �....... . es Trait Arm"m 20 dsye Fri 1251104 Fri IMSM5 ._ - 2e' Evaluate AnayW 10 days Mon 1117105 i.... Fri i/.t8105 ' �- a, _..,..._-.- �.....- ._..._ .. .. 3a Task 0 - Preparation of Design Sdtematic 3" days Man 11122004 •. Tuo YMOA6 ', ............ ....... .... .. ......._... - 31 Loop 2", 4th SwaK, Erskine Jab days Mon iil22A4 TVa 1l1 W06 37 Schematk Deelgn 118 drys Man 11122104 Fr14fZZ05 - 93 tlminary Dralnaga rlaysis A PraSM 15 de" Mon 6113105 711A Fri 5 ... ..._... Submktal Y dry Thu t/20A5 Thu712IH05 :..�... ... _: - ..._ ...:.e ... A4erlryl4rw�%).. _ 76dsys Fr11i27rOa Th. ?11gA5 I > .., y-���y ...w.... ..._ -�. ...... 8a LOS Arlayafa - Loop 289 IQ" Mal 211405 Fi12125106 77 kawsmalonFadp&ft _. a" ....Fd2Mf65 Thu2l10A6 ,...... ......•.... ,.,...'-,. ' , ...,.: .� pnBrnFrry Cod amades � 1Ymrya Fp ty4l�i— Thu 3724A6 •_ - .._ ....�a... -. _. .. £ ..—. _Loop 266 8gntng Satarnadc ... -- — 1g drys - - Mon 317106 f F13116Ad - _ 1 4d Loop.2!!6 PrsYrrrinuy Cross 9sc4ons ffi dap an M�3f2�LG6 Fi1411$41d - ... .•. ii 95%sumd" ldW _ Thu7124N5 Thu]I2405 I.......... a.._w.. ___.. "• r " t.._......_. 12 ...Agrtey SQsviea!(669fr) _ YOdrys _ _— fr1WSW .,.__Sun 4f3105 ) 3 _ - Tau h1h m w + Rued tip Task ® Reim U/ PMBNM Emarw Tastes Croup gy S�sry Pnsrsas Summery .••••� ROWUp YYestons O 8p& ............. .. Prn)ecttlur-ery ���. D-A- �, �o*i�WRii PR�`4 Attachment D1 Northwest Passage City of Lubbock Revised Project Schedule IO Teea Name Ylbra pqa ! bLd FlnlrhF —MorkW2110fi oft I Oot NW I Dw Jan Feh My Au-1 ii _ J6h j JYI _ _ --. i Nw I Doc sJ 43 Jaa% brnYral Iday Mon ti a4 - Agency APPr— 1 day ' Tw 1/1001 Tue 11W708 45 Slide Road. to* 2ailEreldnelquskw TT Parkwy 10dwcharms 252 days Wed 2MW TUN 1HOMt - 46 Sctwnatic Desfpn 1D0 dye Wed 21P105 Fd (WIGW - .. .... .. ,..-r_..:.., .... - 47 PrMDraYrege Aneyats a6mtary 75 days 611 Man 3r05 Fri 7!1l05 .. _- -.. _ _... ..a_ ' 46 Iterseam Footprints 10 days Man 414/05 Ned 4113M5 .. ...,_. ...._ . 9ti W% Subrrttlal 1 dry Thu 31'SrDS Thu W=6 f ...' ._.,.. ... ..,... ,o...y _..-. .. , 6d Agency Reylew PM) PreBlNnary Catl FJ1Yngee 15 deys ifi days Tua 34M Sun 4f14N6 Thu Sf2U05 Thu 611206 € ... ._......... . _. , - : - .. -•. .. _.,. 62 9576 Submtitb 1 tlay FA 5113105 Fri 5113/05 ! Agway Revlmr (9556) 100aya Mon 511g106 Fd 5✓27A75 '.., . .•. .. - ._. - __.__.. FaW on • ...._.... ,..__... ,. .......,..... _ a ... .. ilia..... ApeiayApproiral �'�'� ... ,_. 7 dq _ _.. Tue 1H11�6 Tue 171W0e ...�e ...__. �, ............ ... Cana7A4i055 Fri 67 ...__._.._. CELL fd 7178I056 _ . ° 58 TWk in- EnWomrAwdal DoeumenMon "I days Moi11H104 Wed 4MWW- i� En -low iIWrW Assamamit Daarewnt 391 - ar liteillinroa Wed 4FsYa 1 6D .. P" EA Doarnrsrt - - _ .. _� _ 02 dys Mat d1/SAI/ ... Mon 3114/05 ....... - t" d rt.� -•�- .... - .... ... _- _... .. .._....... .. _ .� .._ .-Bvhridl Draft EA to T1mOTWbb sit 1*60Lobbaiii l6r Rt 6.._.--.- A6ni H4106 Fri 3+16r05 -... .... .. _•.... ... ...... _. ..,. _ .... _._.._ • d ... _ ..---. _..H••_....., ., ....... . C! Address TxDOT Lubbock ind Clly of Lubbock 1 o dry" Sat all s 6 Mon 3r161D5 .. . . _........ ....»_ ... ❑ .. ... _.... r ..._..... e3" SubmN First Revised Draft EA to TxDOT Lubhoak and Cfty of L 5 days Tus 312m Sol CM : —'' ^•_.,. , . _...._, . ;...... et Addtan TxDOT Lubbock and City of Lubbock 10 drys Sun 4W05 Tue V12105 �ry 66—. Submit Second Revised Draft EA to TkDOT Lubbock end City 1 7 days Man 9WN Tue 1IV405 ... ...,.. .. �y--yy '-. ... .. EBF Address TxDOT Lubbock and City of Lubbock 5 days Vied 1015M T. 10111/D5 67 � Submit FA to ENV and FHWA for ROt:1M 30 up Wad 10'1295 Tue 1112'LU5 as Address ENV and FHWA CommanN 11 days Wed 11/23/D5 Wed 12MMS W Wbrnr Rued EA to ENV and FHWA 23 drys Thu 12AW Mon 114R18 TO RaeeMe Apptowl to hold PH fmn FHWA 1 dry Two 1110100 l rue 1110/08- ..73.'� Public Hearing 1 an Tue 2l21/06 Tue 2/21106 �. , . - ..' ..". .•.... ...... ._....._ - _ .,,. . r `1ti'I _ Addrwu PH &Prepare Fnal EA 20 drys Wed 2122/06 Tus 3 IM6 ' ' . - ......_f _..:..- . _ ..........,. ........,............_W_.�...,.. -. .._, _ ,.may . `" ,. T3 ..r4_ � Subnit Final EA to FHWA for Ra~ Recaioe FON31 20 drys 1 Wed 3122= Wad 4/1 RD6 Tue 411$r06 Ned M79ft - ., .. „_.,.., .. ... I .. .. .r .. ;.. ...... L -1--- ...7d .� Cultural Resources tly fA days Mon 11H6A4 Fri ]/26f66 Penns ReeeNe An"Mes Peed 10 drys Mon 11/1 4 WA Tue 11/301W .... _ ..._ .. _ .._,_.. . _., _.... .. ,,.., ._ ... CdridurdFWtl Nblk itdays Wed-1?rfm Wed MM664 Ye PrspanArrdreWogyFiapal � 1ld6Ye WW�18r11W4 FritllAk5 11 .... n1 - BribM AMradigy R6P6rf m T7oDi lailraak sM l7gr a! Lrbe tOdys Mta11110Po5 . Fd 1R1A1g �--•� Fri 2/71A16 - — - - --•,• — -- •..•_.�•-••-:•'.,�- 81 . .. SuarrM to THC for Piaylew � �) � 6ais WsdTl16A8 FA 3f25J05 .� _ ... HWAftStnrctraea .. ___....._...��. �Odsya yWd11N0104 Menuf6i0� .. .._.. ._ .. - _._ .._ i 63 _ ......RaceinHistorical RuoiYcaStudy AumCWforkicNitloirInEA 4Ddeya....... Wtl7tI6 Mon In "" -.-. - - '"..._Y._.._.:-,,... ..,..,.... __ ..__ .............._. TV* Plop" MOMENimssms dummary ` ROM up Teak /� ROW Up P,o — � FarSmw N Task. - Group 0y Sudlinvy WOMMV,Rr--UPMb*-`J 6po ,..,....I ... ...,, Pr.).i6urrxrrrf WOMMMMMW DMWO way maps, existing Computer Aided Design & Drafting (CADD) files, traffic data, core borings, soil reports, drainage studies, pavement designs, horizontal and vertical survey control data, etc. • Collect from the City and review existing and proposed roadway data. • Obtain from various City departments all water, wastewater, drainage and other available plans for facilities within the project corridor that are necessary for project development. Obtain records of such other existing utilities that would be affected by the project, including the results of subsurface utility investigations, and cooperate with utility companies in investigating the need for utility relocations and/or adjustments. Plan sheets will be distributed to all utilities, by the Consultant, for "mark-up" of their existing facilities. • Collect from the City available record plans of drainage and flood control facilities along the project corridor if these facilities are affected by construction and operation of the project. Collect all available hydrologic and hydraulic information available from the City. • Obtain from the City records of available geotechnical data and subsurface exploration information to confirm or determine through analysis of available information.. • Where required, obtain from the City the traffic signal warrant data, submissions and approvals. • Obtain from the City applicable City Standards, City General Notes Database, City Bid Price Information and applicable City Special Specifications and Special Provisions for the project, and City Standards and Specifications for the City utility relocation plans. Task 3 - Establish Design Criteria The Consultant will establish a set of roadway, hydraulic, City utilities and other elements' design criteria at the beginning of the project, which shall form the basis of the design for roadways, hydraulics, City utilities and other project elements. The City will assist in the development of these criteria by providing their specific criteria to the Consultant and provide their further input for all parties' review, concurrence and agreement. The Consultant will schedule a design conference to discuss the various aspects of the project with affected parties, including the City. It is anticipated the design concept meeting will be held concurrently with the project kick-off meeting. Deliverables: • Design Criteria table for City concurrence. Task 4 - Design Surveys/Roadway Design Controls The Consultant will provide surveying required in addition to aerial surveys, cross-section data and field survey control data provided by the City and/or TxDOT. The survey items will include the following elements: • Survey, as required, visible and/or marked by others existing overhead and underground utilities and drainage facilities, including coordination with utility companies for type, size and location of selected critical underground utilities as exposed by others and establish location and features of steel tower foundations and the elevation of lowest wires and cables. This will include manholes, vaults, water, and gas valves. Elevations will be determined for flow lines of manholes and top of operating nuts on water and gas valves. This Scope of Services includes no more than thirty (30) ties to underground utility locations exposed by others. More than thirty (30) will be performed on an hourly rate agreed upon during contract negotiations and subject to approval by the City. Attachment A2 Page 2 of 13 • Tie and profile existing drainage structures. Cross section drainage channels 500 feet upstream and downstream of existing right-of-way at 50 feet intervals and at critical break points. Channel cross -sections will be taken as required. • Survey, as required for design purposes, existing topographic features and cross -sections of the existing roadways, cross streets, driveways, and drainage channels to supplement aerial photogrammetry furnished by the City and TxDOT. This information will be incorporated into the project digital terrain model (DTM). • ConfirmNerify primary control monuments and establish four (4) new monuments, including data sheets. • Establish Secondary Control points at approximately one thousand -foot intervals along the length of the project. Each Secondary Control point will be described both by XYZ coordinates and by geographic location in relation to physical features. Secondary Control points shall be 5/8 inch iron rods 18 inches long located near the right of way line. Secondary Control points will be tied to NAD 83/NAVD 88 and looped in accordance with accepted surveying practices • Field verify the existing topographic map and update as necessary to reflect changes or omissions that appear on schematic drawing within the proposed right-of-way. • The Consultant will use flagmen, signs, and traffic control per City standards where needed • Cross -sections shall be taken at right angles to the Roadway centerlines on tangent and on radial lines on the various curves. The cross -sections shall be taken at a maximum spacing of one -hundred feet and intermediate cross -sections shall be taken as necessary to ensure adequate coverage for earthwork determination that the terrain may require. • Cross -sections shall be extended as follows: A. Erskine Street; 1. Twenty-five feet beyond the right-of-way line or to the closest structure in areas that are developed. 2. Fifty feet on undeveloped tracts. B. Slide Road cross -sections will be extended to fifty feet from proposed right-of-way and if necessary an additional width necessitated by drainage and/or other requirements. • Obtain finished floor elevations on all building structures along the project corridor. • Elevations of existing ground features shall be recorded to the nearest tenth of a foot in areas of existing undeveloped conditions and to the nearest hundredth of a foot in developed land i.e., top of concrete surface, top of curb and gutter etc. and shall be secured at each cross- section, at one -hundred -foot stations, and at intermediate locations that the terrain may require. • Obtain topographic survey of Playa Lake 47 and Playa Lake 51 for subsequent analysis and cut and fill design Erskine Street Additional Cross Section Work Erskine Street drainage will outfall at Playa Lake 51, It is anticipated drainage will occur from the west to the east along Erskine and then proceed north along the existing Loop 289 west ditch. • Cross sections shall be recorded as prescribed above. • Cross sections will include flowline elevations of drainage structures along this ditch. • Additionally, particular to this work, the cross sections shall be centered at the existing ditch centerline and shall be of a width such that all breaklines will be accounted for. The width of the cross sections will be at a minimum of 100 ft. and will include enough roadway pavement sections for the Loop 289 mainlanes and frontage road. Attachment A2 Page 3 of 13 Playa Lakes 47 & 51 + The Playa Lakes will be sectioned to the extent necessary to ascertain lake floor elevations, side slopes and limits of the Playa Lake. This will include all drainage ditches flowing into the lake. Playa Lake 47 • The playa lake will be sectioned to the extent necessary to determine the limits and all drainage flows into the lake. Miscellaneous Services A. The Consultant shall recover existing pavement marking(s) locations of sufficient detail to provide an existing pavement marking file for the purpose of utilizing in the development of temporary pavement markings in the Traffic Control Plans. The Consultant shall indicate the color of the pavement marking, type (solid or broken), width and approximate limits at all intersecting roadways for a distance of 1,000 feet from the project limits. Deliverables: + The Consultant will provide copies of survey notes, and control points • The Consultant will provide the City with a complete Horizontal and Vertical Control Survey Report listing all horizontal points with coordinate values in both datum, vertical benchmarks with both datum with an electronic file drawing of both (horizontal and vertical control points) in a three (3) dimensional format and/or Tin file showing the location and reference ties to aid in the recover of said points. • Above Survey Data on Computer Compact Disk. • Geopak Tin file of topographic data, Microstation 2D and 3D files. Task 5 - Surveys For Right-Of-Way/Map And Deed Preparation The right -of --way work effort will include deed research to determine current ownership of parcels impacted by the proposed improvements. From the right-of-way requirements determined by the project design requirements, parcel maps and field note descriptions will be prepared to City standards. Computations will be performed to determine the area required from each property owner. The parcel maps will indicate ties to back corners or corners not impacted by the right-of-way taking. Areas will be represented in square feet or acres. Once the proposed right- of-way maps are approved, parcel plats and field note descriptions will be prepared and the comers which define the parcel taking will be field staked. + Survey and design data necessary for right-of-way maps and temporary and permanent easements for drainage, relocated roads, detours, streets, railroads, utilities, and all other features required for the construction shall be performed and prepared by the Consultant_ The City will prepare right -of -entry letters in connection with performing field surveying along the adjacent properties. + Work will be furnished in English units and in accordance with applicable City manuals. Work will be delivered in Microstation electronic format to the City and hard copy maps will be provided at each submittal. The Consultant will coordinate with the City Right -of -Way Agent as necessary. Attachment A2 Page 4 of 13 • Right-of-way appraisal, negotiation and acquisition will not be a part of this Scope of Services. Deliverables: • Up to six (6) copies of 11 "xl7" black and white ROW maps and five (5) parcel plat and field note descriptions. • One (1) reproducible set of 11 "x 17" Mylar 100-percent plans complete. • Microstation file of right-of-way maps. Task 6 - Utility Plans And Utility Coordination The Consultant will develop existing Utility Plans for insertion into the contract plan set and will assist the City with Utility Coordination. The effort will consist of the following: • Research and collect existing utility information and documents from the City and private utility companies. • Verify existing utility design survey data and other existing utility records. • The Consultant will coordinate, host and document up to four (4) meetings with the affected utility companies. The meetings are anticipated to occur after the Notice To Proceed and at or shortly after the milestone submittals. Continual coordination efforts via telephone and e- mailed communication through the design process will occur. • Based on information provided above, prepare existing utility plans to be included in the project plans that clearly illustrate to the extent practical the horizontal locations of public and private utilities within the project right-of-way at the time of construction. • Provide a schedule for utility adjustments based on utility adjustment schedule information provided by the City and private utility companies. • Water and wastewater utility plans are not a part of this Scope of Services. Deliverables: • Up to eight (8) sets of l inch = 200 feet scale Schematic Plan Drawings to the affected utilities. • Up to fourteen (14) sets of 11"x17" black and white copies for review at 65-percent, 95- percent and; • One (1) reproducible set of 11 "x 17' Mylar 100-percent plans complete. Task 7 - Roadway Plans Geometric Design: Horizontal and Vertical Alignment: Preliminary roadway horizontal and vertical layout alignments consistent with the roadway schematic drawings will be provided to the City for their review. The profiles for roadways along the right-of-way will take into consideration existing cross -street and driveway connections and available right-of-way for grading. Where possible, the curb elevation for these roads will be set below existing ground to facilitate offsite drainage. Grading Design: On approval of the preliminary horizontal alignments, plan sheets will be prepared which depict these alignments. These plan sheets will be a minimum scale of 1 inch = 100 feet and contain topographic information, existing underground utilities at locations of conflict, roadway baselines, pavement edges, roadway pavement contours where necessary, drainage structures excluding pipes, limits of sidewalks, limits of barriers and any other information necessary for pavement construction. On approval of the preliminary vertical Attachment A2 Page 5 of 13 alignments, profile sheets will be prepared which depict these alignments. These profiles will contain existing ground lines at the profile baseline, the proposed profile grade line, with profile elevations at fifty -foot intervals. Design Cross -Sections: The Consultant will prepare cross -sections along roadways at a minimum of 100-feet intervals and will extend to the same limits defined in Task 4. These cross - sections shall form the basis for the determination of earthwork quantities. Earthwork quantities will be computed and shown on these cross -sections. These cross -sections shall not be prepared as part of the final construction drawing package, but will be furnished to the City separately. Other Roadway Design Elements The organization of plan sheets will be per City requirements. General • Project Title Sheets will be prepared as required and formatted by the City to be used for the construction plans. • Project Layout/Index Sheets will be prepared to clearly indicate the limits of the entire project. • Existing Typical Sections will be prepared for existing roadways. • Typical Sections will be prepared for paving sections along the various roadways of the project. These sections will be based on the pavement and base designs provided by the City. • General Notes will be assembled for the various roadway elements. • Specifications and Special Specifications will be developed and compiled, utilizing the City database as a basis. • Estimate and Quantity Sheets will include all pertinent bid items per City standards. • Consolidated Summaries Traffic Control Plans See Traffic Control Section. Roadway Details • Alignment Sheets: Roadway horizontal control sheets and horizontal curve data sheets will be prepared at a minimum scale of 1 inch = 200 feet, which depict relevant information to establish the roadway baselines. • Plan and Profile: Plan sheets will depict roadway alignments, including baseline information, width of travel lanes and shoulders (if any), and vertical profiles. The plan sheets will be prepared at a minimum scale of 1 inch=100 feet. Supplemental information will be provided as necessary for construction of the project. • Intersection Details: Where necessary, supplementary grading sheets will be prepared to properly show the relationship between adjacent roadways, drainage swales, or areas of special grading, especially at intersections. Where transverse cross slopes are 1 /8 inch/foot. or less, contour plans will be prepared at 0.1 foot contour intervals. Intersecting Street Details will be provided for T-Streets. • Driveway and Alley Details: Details will be provided as required to supplement the plan and profile sheets for construction of driveways and alley returns. The proposed driveways will be profiled. • Miscellaneous Details: Miscellaneous paving details will be developed as necessary to describe various types of construction such as sidewalks, curbs, etc. Attachment A2 Page 6 of 13 Removal Sheets: Removal sheets will be prepared to show the necessary removals to accommodate construction of the proposed project elements. Erskine Street evaluation of existing curb and gutter. The Consultant will conduct an on -site visit to determine condition of and analyze survey data collected to make a recommendation for either removal of the existing curb and gutter section or replacement in its entirety or sections. NOTE: The City's thoroughfare plan has been updated from the time of the curb and gutter placement from 86 feet to 88 feet. This will be taken into account in the analysis. Standards: Applicable City standards as required will be inserted into the plan set. Deliverables: • Up to six (6) sets of 11 "x 17"Cross Sections at 65-percent and 95-percent; • Up to six (6) sets of 11 "xl7" black and white copies for review at 30-percent, 65-percent, 95-percent and; • One (1) reproducible set of 11 "x 17" Mylar 100-percent plans complete (to include cross sections). Task 8 - Drainage Drainage plans will be prepared to accommodate the drainage requirements of the project. Hydraulic Studies and Discharges: The Consultant will prepare overall drainage maps, showing existing contours, proposed drainage patterns, and outfall locations. The outfall system locations will be checked to verify their adequacy. Overall drainage maps shall be based on existing City topographic information and project specific topography developed for this project. Hydraulic Drainage Study and Documentation: Preliminary storm sewer design will be performed in accordance with the City design criteria. Preliminary design will be submitted for approval in standard plan and profile format. This Scope of Services includes hydraulic analysis of existing drainage facilities located inside and adjacent to the existing right of way, review of current drainage plans for development previously approved by the City and incorporates existing data regarding playa overflow routes and other drainage that will impact the street discharge. The project will include a detailed hydrologic/hydraulic analysis that will incorporate all existing data. The analysis will be done for the 5-year and 100-year 24 hour storm event and will include the assumption of fully developed conditions for the entire drainage area affecting these streets. The models must meet the requirements of the City's Drainage Criteria Manual. Consultant will coordinate with the Northwest Lubbock Drainage Planning Area study being done by separate contract by others. Playa Lake 47 (Northeast of Loop 289 and Slide Road): Consultant will prepare schematic level cut and fill plan to document cut and fill requirements to accommodate Slide Road extension. Consultant will prepare schematic level overall drainage plan to indicate drainage conveyance requirements for overland flows crossing Slide Road between Loop 289 and Erskine Avenue. Note: • Existing Playa Lake 51 (Northeast of Loop 289 and Quaker Avenuel will be evaluated for adequacy only and findings provided to the City. In the event of modifications required to the existing or additional Playa Lake system has been identified, will be considered additional Attachment A2 Page 7 of 13 work beyond this Scope of Services and can be addressed under a Supplemental Agreement to this Contract. • Erskine Street drainage analysis will be performed anticipating outfall to (and conveyance route to) Playa Lake 51 will be adequate. Storm water elevations will be determined and compared to existing floor elevations along Erskine Street. If it is determined flooding of the residences will occur, the conveyance route and improvements to Playa Lake 51 will be performed under a Supplemental Agreement to this Contract. Layout of Drainage Features _Upon approval of the preliminary drainage design, plan sheets will be prepared at 1 inch=100 feet scale, compatible with the level of detail required and the roadway plan/profile sheets. Development of these sheets will be based on the following tasks: • Identify any system modifications/new systems with in the immediate project limits required due to the roadway improvements. • Confirm adequate size of existing structures based on the design flows developed above and the record drawings. • Design storm drain system and prepare storm drain plan and profile sheets and supporting hydraulic data sheets. • Provide culvert extensions plan and profiles and prepare culvert layouts, details and supporting hydraulic data sheets. Prepare drainage plans for the proposed improvements, including the following sheets: A. Roadway drainage area and master drainage layout. B. Summary of hydrologic and hydraulic data. C. Storm water routing map. D. Temporary Drainage Plans for inclusion in the Traffic Control Plans E. Culvert cross -sections and details. F. Storm Sewer Plan and Profile. G. Playa Lake 47 final grading for cut and fill runoff water storage balance. H. Miscellaneous Drainage Details 1. Quantity Summary Sheets Note: Structural drainage details such as special manholes, special junction boxes, special culverts and special inlet design will not be provided under this Scope of Services, but can be addressed under a Supplemental Agreement to this Contract, once the need for any of the above has been identified. • Storm Water Pollution Prevention Plan (SW3P): SW3P plans will be prepared in accordance with City and TPDES requirements. This includes the preparation of the narrative and plan. The required Notice of Intent (NOI) forms will be prepared by the City. The SW3P will be written such that the Contractor will be required to handle all aspects of the plan and file their own NOI. • Preparation of a Corps of Engineers Section 404 Dredge and Fill Permit application is not a part of this Scope of Services. • Standards: Applicable City standards as required, will be inserted into the plan set. Deliverables: • Up to six (6) sets of 11 "x 17" black and white copies for review at 30-percent, 65-percent, 95-percent and; • One (1) reproducible set of I1"xl7" Mylar 100-percent plans complete. Attachment A2 Page 8 of 13 Task 9 - Signing And Pavement Marking Layouts Pavement marking layout sheets will be prepared only for the intersections of Slide Road & Loop 289 frontage road and Slide Road and Erskine Street at a minimum scale of 1 inch=50 feet. The remainder of the project will be addressed with one typical section sheet each for Slide Road and Erskine Street. Signing layout sheets will not be prepared, instead a summary of signs sheet will be prepared indicating location of signs with a station and offset to a referenced horizontal control line. • Summaries of small signs, roadside signs, and pavement markings will be prepared which include quantities for pay items. • Miscellaneous Sign Detail Sheets • Sign Detail Sheets will be prepared for sign panels showing their dimensions and layout of text, directional arrows, and shields. • Detail sheets will be prepared for any non-standard signs which may be needed on the project and for any sign attachment details not covered by the City standard details. Deliverables: • Up to six (6) sets of 11"x17" black and white copies for review at 65-percent, 95-percent and; • One (1) reproducible set of 11 "x 17" Mylar 100-percent plans complete. Task 10 — Traffic Signals The City will prepare Preliminary and Final Traffic Signal Layout plans for the intersection of Erskine Street and Frankford Avenue and Erskine Street and Slide Road. Layouts will indicate locations of all signal equipment. • The City will provide the Consultant Microstation files for purposes of coordinating the different components of the plan design. • The Consultant will coordinate with the City, the preparation and inclusion of the Traffic Signal Plans into the PS&E set, Note: The City reserves the right to bid the traffic signal plans instead of building them with City forces. • The Consultant will advise the City of any need for temporary traffic signals. If necessary, the City will provide temporary traffic signal plans. • Standard City furnished details, will be included for Detector Loop Details, Controller Details, Signal Head Mounting, and Miscellaneous Details. • Non-standard designs are outside the Scope of Services. • The City will identify and provide standards for Traffic Signal plans. Deliverables: • The City will provide the Consultant one (1) set of 11"x17" black and white copies for inclusion in the plan set at 30-percent, 65-percent, 95-percent and 100-percent; • The Consultant will provide up to five (5) sets of 11"x17" black and white copies for review at 30-percent, 65-percent, 95-percent and; • The Consultant will provide one (1) reproducible set of I 1"xl7" Mylar 100-percent plans complete. Task —11 Illumination Attachment A2 Page 9 of 13 The Consultant will prepare Preliminary Roadway Illumination Layout Plans. Layouts will conform to standard requirements for City projects. General Design Guidelines will be established in cooperation with the City for cross street safety lighting. The work effort will include: • Prepare Final Roadway Illumination Layout Plans. Illumination design will include conventional illumination for the cross streets, and signalized intersections. The illumination design will conform to standard requirements for City projects. Quantities will be tabulated and computed. • The Consultant will coordinate illumination layouts, design and standards with Lubbock Power and Light (LP&L). • The Consultant will coordinate power source locations with LP&L. • Non-standard designs are outside the scope of work for this contract. Deliverables: • Up to six (6) sets of 11"x17" black and white copies for review at 65-percent, 95-percent and; • One (1) reproducible set of 11"x17" Mylar 100-percent plans complete. Task 12 - Traffic Control Plan, Detours and Sequence of Construction The orderly routing of traffic during construction is of the utmost concern. A preliminary traffic handling scheme will be prepared after the preliminary horizontal and vertical geometry is complete. Final detailed traffic control plans will be developed upon agreement of preliminary traffic control plans. The work effort will be as follows: • Preliminary Traffic Control Plan: This scheme will take into account various factors such as safety of traffic, minimum number of lanes and detours. This scheme will be submitted to the City for their review and approval prior to the commencement of final plan preparation, • Traffic Control Plan Layouts: Traffic control plan layouts will be prepared for phases and steps of the project as per the requirements of the Texas Manual on Uniform Traffic Control Devices (TMUTCD). These plans will be prepared at a scale of 1 inch=100 feet, with special locations drawn at a scale of 1 inch=50 feet. These layouts will include the location of traffic, traffic handling devices for the maintenance of traffic, detour horizontal baseline geometry, temporary and permanent pavement construction, permanent illumination, and temporary and permanent drainage construction. • Detours: Profiles and typical sections will be prepared for the traffic detours suggested for use on the project. The profiles will have a ten to one exaggeration and will be 1 inch=100 feet horizontally and 1 inch=l0 feet vertically. • The pavement section for the detours will be provided by the City. • Temporary Drainage: Temporary drainage to replace existing drainage disturbed by construction and/or to maintain drainage of detours will be shown on the traffic control plan layouts. Profiles of this temporary drainage will be shown separately. • Miscellaneous Details: Miscellaneous details will be provided for other items such as typical driveway reconstruction, special sign details, and localized detouring of traffic. • Traffic Control Special Provision: A special provision in narrative form will be prepared which describes phases and steps of the construction, the maintenance of traffic and road construction work hours. Deliverables: Attachment A2 Page 10 of 13 Up to six (6) sets of 11"xl7" black and white copies for review at 30-percent, 65-percent, 95-percent and; One (1) reproducible set of 11 "x 17" Mylar 100-percent plans complete. Task 13 - Aesthetics/Landscape Layout Landscaping within the Slide Road and Erskine Street corridors would consist of grass sod or seeding within the border areas of the roadway (between the back of curb and the right of way line). Grass seeding would be primarily utilized within the border areas of the roadway along undeveloped tracts. Grass sod would be primarily utilized within the border areas of the roadway along developed tracts. No Irrigation system is proposed for the border areas along Slide Road or Erskine Street. The Consultant shall investigate whether existing residential or commercial irrigation systems are located within the existing city right of way along Erskine Street to determine whether roadway improvements will have an impact on any existing irrigation systems. The Consultant will provide a design for the removal and relocation of any impacted irrigation systems that are located within the existing city right of way along Erskine Street. A. Submittals for Landscape tasks shall include the following: 65 percent Submittal: • Proposed landscape plan for onsite drainage retention/detention ponds. • Proposed irrigation adjustment plans (if required) for existing irrigation systems found within the proposed right of way. • Opinion of Probable Construction Costs sufficient for a 65-percent submittal. 95 percent Submittal: • Proposed landscape plan at 95-percent development. • Proposed irrigation adjustment plans (if required) for existing irrigation systems found within the proposed right of way. • Proposed landscape plan for onsite drainage retention/detention ponds at 95- percent development 100-percent Submittal: The comments from the 95-percent submittal shall be addressed and incorporated into the final Landscape Plan. The Landscape plans shall be considered 100-percent complete upon granting of approval by the City. The Consultant shall address all comments and revisions, which are as a result of errors and omissions. Task 14 - Miscellaneous items Cost Estimates: The estimates of construction costs will be based on the plans as updated. Preliminary estimates of quantities of major construction items will be determined and current unit prices applied to these quantities, escalated to allow for inflation during the development schedule, to determine the estimates of probable construction cost. Estimate of Construction Time: A construction timeline schedule will be prepared at the end of the design contract in Microsoft Project format for use by City personnel. The schedule Attachment A2 Page 11 of 13 will identify approximately 2 to 4 milestone activities for the project, anticipating traffic control and construction sequence items along with long lead time items. Maintenance of the schedule during construction is not included in the scope of work. • Trench safety designs and plans are not a part of this Scope of Services. Requirements for trench safety will be the responsibility of the construction contractor. • Formal reviews shall occur at approximately 30-percent, 65-percent and 95-percent completion of designs, plans, and specifications. • The project design schedule assumes that all reviews by the City will be completed as follows: 21 Calendar days for the 35-percent and 65—percent submittals 9 Calendar days at the 95-percent submittal. • PS&E Package Compilation: Organize Plan Sheets, prepare Specifications, Special Provisions and Estimate package, and General Notes, based on information provided by the City. BID PHASE SERVICES (TASKS B15 and B16) Task B15 - Project Management The Consultant's Project Manager and Task Leaders will be responsible for project oversight and the daily management of this project. Frequent and appropriate communications will be maintained between the Consultant and the City during the advertisement and award of the project. The following items are included in the project management tasks: • Coordinate the daily activities of the project; • Coordinate, attend, and prepare meeting minutes for meetings with the City and purchasing department (Estimated at three (3) meetings, which includes a project pre -bid meeting, bid opening and City council meeting). • Provide monthly status reports to the City in conjunction with monthly invoices; • Manage invoices and organize and manage project billings and filings; • Subconsultant management. Task B16 — Bidding Services The Consultant will assist the City with bidding and contract award for the project. The following items are included in the project Advertising Services tasks: • Assemble the bidding package • Assist the City with advertising. • Maintain record of prospective bidders • Receive and process deposits or changes for bid documents. • Respond to the City Purchasing Agent on answers to Bidder questions • Coordinate efforts with the City • Prepare bid tabulation sheets • Assist the City with bidder evaluation. • The Consultant will work directly with the City's Purchasing Department to include the following items in Microsoft word format. • Notice to Bidders • General Instruction to Bidders. • Bid Submittal for unit price bid contract. Attachment A2 Page 12 of 13 • Bond insurance and contract forms. • General Conditions. • Current wage determination. • Specifications, Special Specifications and/or Special Conditions. Deliverables: • One (1) set of plans in ".pdf' format. • Up to six (6) sets of 11"xl7" black and white copies for the City. • Up to six (6) sets of ll"xl7" black and white copies for the Consultant. CONSTRUCTION PHASE SERVICES Construction Please Services are not considered part of this Scope of Services but may be added during the Bidding Phase of the Project and may be added as a Supplemental Agreement to the Contract. Attachment A2 Page 13 of 13 -N«u,.vest Passaar- Erskine Street - From Franldord Avenue (FY 2528) to Salem Avenue Slide Road - From North of Loop 289 to Erskine Street City of Lubbock Cost of Services Attachment S2 mtttttt�im mmis� miwwft�m �l�iEF1� ii!a•ii'i tt® tisn� O �7 �t•it_ toi�im orr■■t■nt�o iiiil7 OO t0 r®too® ���itSfa o�lim tfrtsliw�itttttl� i4 0 o�it7 m�#�Ilf�a �i Elm i�=ilE'>• miwi�r ®o �a iiit� at_im �Irfi�ia otttttttwie ttsi�io lt�iA• O O iiiiit' tid s®ova' E'11#�i i��itfi'� m=ii"1 ttiCm�iE.i maim t ti 72" Paps•d7 "Northwest Passage" Erskine Street - From Frankford Avenue (FM 2528) to Salem Avenue Slide Road — From North of Loop 289 to Erskine Street City of Lubbock SCOPE OF SERVICES Attachment A2 The work to be performed by HNTB Corporation (hereinafter referred to as the Consultant) under this contract will consist of, Design Services Phase to include plans, specifications and estimates (PS&E), complying with the City of Lubbock (hereinafter referred to as the City) standards for roadway, drainage, water, wastewater, sidewalks, Americans with Disabilities Act (ADA) ramps, signing, pavement markings, street lighting, traffic control, and erosion control. Bidding Services Phase to assist the City with advertising, bidding and award of the contract for construction. Specifically, the improvements consist of: • Widening of Erskine Street from Frankford Avenue (FM 2528) to Salem Avenue. • Slide Road from north of Loop 289 to Erskine Street (new alignment). DESIGN SERVICES PHASE (TASKS 1-14) Task 1 - Project Management & Quality Assurance The Consultant's Project Manager and Task Leaders will be responsible for project oversight and the daily management of this project. Frequent and appropriate communications will be maintained between the Consultant and the City in an effort to expedite completion of the project. The following items are included in the project management tasks: • Coordinate the daily activities of the project; • Coordinate, attend, and prepare agendas and meeting minutes for progress meetings with the City and summarize the meetings (Estimated twelve (12) meetings, which includes a project kickoff meeting. Eleven (11) of these monthly project meetings will occur in Lubbock, and one (1) will occur in Dallas); • Prepare a project schedule graphic indicating tasks, critical dates, and deliverables; • Provide monthly status reports to the City in conjunction with monthly invoices; • Manage invoices and organize and manage project billings and filings; • Provide quality assurance/quality control throughout the duration of the project and; • Subconsultant management. Task 2 - Obtain Existing Information The Consultant will seek and the City shall provide any assistance required to obtain the following required information in a timely manner: Acquire from the City such information and data from the various agencies necessary to evaluate and develop final design plans. This will include, but not necessarily be limited to, as -built plans of utilities, drainage facilities, structures and roadways and existing topographic maps, right -of - Attachment A2 Page 1 of 13 "Northwest Passage' Erskine Street - From Frankfard Avenue (FM 2528) to Salem Avenue Slide Road - From North of Loop 289 to Frskine Street Ctty of Lubbock Cost of Services Attachment B2 t fl mttn� ttttl>• ttttttttt� tt1lt� ot>•r■I>a�tm t��uttttttttttt�tittt� tot�t�o o��ilss>•tt0 tIl[s>>E�tttittt��7 o�an�o ttittil� � Ittttttttttt� Il• ot>•i�i�s� frast��to o�■wetotrl� O ttitttit! tttitttl� im ilrr7rr■I���ito to ttttt>, tttittt� air wmt�it�rim totittl■i■ot� tttttttt� tttttttt� ttttttttttttt� o lllllliZ �?>> ����tttttttttt■ ■�t�slrlRto tttttt>,t�t�n»tu>! to�1�i>®ttttt® tttttttt� ttttttttt� � t� torrrrnr®� ttttty� Ititwl� rtitta tp to�ttt�m tttttt� ttttt� tttt��ll�rr�1' IttR� ittititt� liter t�7 I���I�ttttttttt� ot�t®ice �� ttttttttttttttl�� �� ttittittittit�� ��.�� rrrrn■t� Iwta�Imt»IE�� ttt»II>��t��ttmt»E� �� r��r� �■Ir� ttlllllttt■ t�� � ttit�t>_ �ttttttt� itititttittrin t��� ��t.rnrl�wl�f�� Itt■Ex�� �� ■� ■ttl��rr L0 1 1 1e I. ie 1 t 30M 1 $100.00 1 ILM-oo 110Y2065 Page 1 of 7 -Northwest Passage" Erskine Street - From Frankford Avenue (FM 2528) to Salem Avenue Slide Road - From North of Loop US to Erskine Street City of Lubbock Coat of Services Attachment 62 ttiQtittiM��'� ttttttt����D 1 10,00 1 17.44/.00 1 1 W.H . I MIT—U31 Pep. 7 d 7 "Northwest Pessape' Erskine Street - From Frankford Avenue (FM 2528) to Salem Avenue Slide Road - From North of loop 289 to Erskine Street City of Lubbock Cost of Services Attachment 92 rl� rlrrr� � t� ti rl� � rlr� r� tip � rrrr� � ■1� w I■� �� rrtr� �i wn� � rr� oe rt� tir r, r�w� rrti rti r>� rt� rtli■� l� � �r rtlir� w w rw � rtta_ rrilw � �ti�rtir�rlll�rl�rl��rlrl•rlrl�, ■�r� 0rr�w rt��rorror>i��rrr :• r>�a>•i��r��wrt�wr��rrt�rt�r>! ti rrt� tr>n�l rlr>s� rtil �� lei rnlbrrt rrt� l�� ti �r>wr>_r>iwrr>irw�r>!� rt� ■� a ■s ©� rrrtr� w is Il�mw m r� � tirrso�aiww�cr.wdro r�wr>� rn■�rs�atrrF�r■ i�rtrr>irtrtf�lrt�l�rrtrtirtrrtrr r�w�ar>I�a��rtrtarrar��t�sr�� � rr� r�l trrt� w �� �� o rrr„� ww ■� rr� of of for raw wig a rf �©o� � rt�lr rr a r�rr is or r>i r�� � o rta�■ try rrtrtirtrrrrirt�r��wrtr�a�rrl��r�wr� - �ra■ww���w�wwwrrllr�lww�� s r�r, a �r w l� rtrt�l rw rll� r>i ram■■ rtrtr>. a rrtlu• maw rr>i ar>i rtilr� tl■R� o rrrw � ■rrlw our©olr rr� w m rrr� ol� � wry a. rtr�oiwllla��rrr��lw.��t�olfa■a rt�tti r����wrtlir�ltltltl�r>i� �-ir��r^r-rn+�,xr, ��� ^rzrr>�;, Q �t� E2� �3� t>Iti O wc5a `��>♦ p p t�:?+src*".^.'7�r-r�:�^^r!rr„ tc*.r. �F rrrt:-r�rrar+•rr.>R�� w�� �� t�� Itia tti�� t� 0 t'^..� s�=.� �� w�� r>i ro �r r>i rt�rl � wlr� r� rr■ur tip ter r■� r� r� relrli■ r>_ rro �t�lle r� rl■�lu r>i �r ■rw wrll lww w w �� �w rrlw � rrr� � rt�ll of rl� w lrrrw ti ti1� rrrww � �9 .. �...: rli�i•�rl•rrlrt�tirlirlAr�r�r�rli rrtrti rlan■ t� r>• w rl■w rnr�artr rtttllllllli rnrtr■ rl � r��tirtir�wirrti�irlrlrl �� rr>i r>•r■I � w w wlrrri rrtw� r� r>•rrr � r� rrw III rrr� w r>_ rw rttltltr>i r■w � trtrt� ria rlll� � rl� � w i rrl� rl� ti rli� w■r rtrtr>i r� � w w tlnrr� rrt■il� rtrr>i rtrr>rr � r�rlirli�� � � lrr� rlrrl'rl•rli�� rrtrtw wr>, wry rtrttti w rill �� rtttltr>i rrtr�rtrrti Now IIIXil-7 ■� r>w� rttlllli wwru� I�r� �� rrrti rrt�lrlr rrtr>• rtr»r �r�w�www.wrl��i� �rE�*��-.:n=m?"^rE.�,Ty::, w�� �� rs� w� rs�� o o rwro �i o rs•� r�ltlllllllllatrr��9ttttti wry �ti�� �_. rtirrer�rtrt ©■ w�w 11rGw �rlr r>_� r� s*� Itli� rr� oil rrm� � rtrtr>• w ■r�� w� �� r» � �ti rlrl� rtirli�� rrl�rti ��rl� 1117ROOS Pape 3 d 7 'Northwest Passage - Erskine Street • From Frankford Avenue (FM 2528) to Salem Avenue Slide Road - From North of Loop 289 to Erskine Street City of Lubbock Cost of Services Attachment 82 litittt©ItitititE)�l��ti�! Itttttitit�lt�- � t�t� ���tttttttt��tttttttt��� ...�. � ._ _' �f�ltl�itli111111iEF;li�mltttt�� t� a �! tm tiles �� to ■ci. �� � �� lll� t®ttt��f�ltitt�7 �t� ttttti! lt�a �s�ir�tiiiiif•tttttttttr� l0 ■[_�f�lli, !l�lt0ltttitif,� i����l:�l�f � r�i� t� titter �r � tttttttttttt! �� t� titter � iti'f,�lf's� lf,ilr� flflrifi inr'rrrrr-x���r;!at t�r±T_cf'Ear.�eerrr��7+�iI� �,� Efi i,"� its f! f�� ©ilililif� f,'� O ! ililiiil• ii• f! r ii• ii• il• � ii• l f�fl s �� fifll f�f, i:fA ft• ff flit f' ■ilii•i•Ifi�lf'� �f_flitit_f�■f,litl� ttttttttttttttrr r_ �� � ri�t� �� � �� t�itl �� Itttttttttt! ttl't� tt� itiiti! t� t� � tt� l� ice! - i>f,ll®f'wit•frlllifl■itil�a��llillwliff,fg f,rrrt��tr�f,I��rfiili,rrrrrt��rrt�rrrrrs itittttttr • Itt� lititit! Itititititt� t� ltitititit! 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S11iA! r11�t�i�I�tA©�0 t�wli! il�aarrrl�r® rrrrrrti�srrrrrwl� w�ao�il■�to orl�a�littto �O�rififiC� co.a �rff��wl�rl rtrm�■tttt�x�rrtttttttttttttt���m tttttttttttttttttt�.al� �tx» Sri i `sr-ra=ar�t���t�� c,•, ��w���■lif�alltt� ��I�t I 9rfi1i>� N? tt��� � ■merit_ ift■�n�» f�lfiif�r�ls�'J*^� r��lt���lrri rr'.�li�ir�s's� '��■i�rll��i�� �tr�■�I�il� fr■■f'�rr®�'�r�■Ir �■■�iilrt��,:a-:lfr� Ittttttttttt�rirs � � ��r t inrmae ram. a d r 'Northwest Passage" Erskine Street - From Franktord Avenue JFM 2528) to Salem Avenue Slide Road - From North of L000 289 to Erskine Street City of Lubbock Cost of Services Attachment B2 fiStZta t3FF� ft� f� fE�L.�f fE3� tip E±� fE� NEW twll� tttttw �r io wl�w ttttttttt� rt� tai� w� �l sww tttttttt� try a tttf � ttiurr r� ttttt� ttst>i ml �� turf �r tttlrt� al f� ttttttil�il t� �f, tttttttt� �it� ttttttitf, ttttttt� � tttttw ratter, tttttttt� twilw ttttttttt� tttttttt� tnw� � tttttttal ww tttttttts ttttta a �©wt�rt s� w�� t�lr ire �w wrtr i tttttw tttttw ttttttta tttttttt� ti tititititlti tt■it� tttttttttt� tttttttttal t■w tttttw NOMINEE=. �3�'+r-*'x� _�iF�tm©iF7ttitit�tittl.•�tititit��_�tttlt�tititti� -tt��ttt_tt�tt�tt�tt�-�- �t-ttttt�t�i�tt�t�t�tttt�-� �i1f>� t�tt�it•tti�ttiltittt� ttitttttitt8 tti a�''^�T7'r:.., r%'�"r►F�,T:•� Ofl�fOtOtwOffAtwOAs>r �it•f,i�flfi'���r f,fa�ita�tif•�t�®�i — i>ti�t�f�it•�f1�ZwiCi�t�� twn to �ai� to r� �l� ttttttt� � tt�f t i, titititt� ti>,�tt���©�■�twwa�w�tarrli��� its tttrraw©ilt��twt�mltttttt���iw� tttttttt� irw f� ttttt� tttllttttt■ lti tts ttitfai� r+o� � wln � a is �a �� �ww � Q ttttt©wr■ i, fltttttttt��itwf,wwrf,■ttttwtt�wi,� ttttwiitttttttt�tttwtttttttt��wttttttttt�wttttt�tttttttt�tttttttt�ttttttttr ��.��^^•�+ tottttt�ltt®tt�-�t=�tttttt��-wEi�.+ttttt�tttt[�l ttt� tri ttttt� tttttttta ttttttri ttttttttt� tri w titititt�l � t�f• srin+ - ttot0tttt�a�-a�,>,tow�-x:>•tr��� _• .. f,flt•f'�f'�� ��ff,��it•rit�tf,�� ��i,f�it����f•�tt� ��• - - a�l•��t�fl�;�it•�� � its 31Tai� i, � iTrit� ! � its f • f��i1•�i�it�ff'��� • :.::�.:_:• ��it���it�it_�it�tl•t� �fa������it�it•f� its �r^sa■r--� ��tA tt�>�a �ttt�tttttt� w�trtw tt�a tttttra ttttttttf,ttttttttt�lttttt�attttttttf,tttttttttt�tttttttttnatttttttttttf, w�tlt�rti fl�ttt� ttttti ttfr�it♦f tint® MOM tttttw tttttt� a �I©ttttttttt� rlt� w I�� ■Irw � w� ttttttttf r ■©sw ttttto� �rnw � �®w®w o nw tttttttt� t�tttttttt�lt�tt�tttttttt�ttttttttt�ttttttttt�t�wtttttttrattttttttt�tttttttt.r� �-��•�'�;� S�i��®fAs�Ow�roa©�)•f� 'lSrA•'i-ihT`="L3-1•.7P-frt-G*.�S�wf•�EY:.Mt�7 �•.`.�Oti'��fEPiI��%�'��.;� Williamfib loom - f`:t ME --MOO tif$= =EYE7 ff© tor= OMER w�..;t�r�wwrlfi,�a�■ �tt�r+,��nftttttt��s�r3� ■8iflil•■f tiili� �llit• ■�i� ttttE�� ■rtw� �r■ta�= tttttttttt��� tttttttttt�:�� titE7f����ff�J�� �.xts�sw � ur■it_ wi��rr �attn■i,ra>� f�wt�i:wtif- tttttttrv�=x�t� tttwtttttttttw � ttittw �� �,xc acr_ srr• ,>_ ��f�YILE•:� it�•����itrr� tttttttE:x.->� tr�ff � � �>s �:aat_ tttt� ttttw��a_tttttwtttttttttw+ ut I�a�r■�wttttttE �w���1�1•wttttw �sc,.x-�>r� itEi•�I� ill�� is�� �SLrx:rx+>_ ram:*• :r..cr� wrc.1'3u. �� �rr'*.•.-x.:>rrwann.x•>,�s�:sx•r.�r_� .a 7517f2W5 I..d.d A.W -Northwest Passage Erskine Street - From Frankford Avenue (FM 2528) to Salem Avenue Slide Road - From North of Loop 289 to Erskine Street City of Lubbock Cost of Services Attachment B2 4WD 9-BEPM S, QYN E.9 R#W D" I � AIaNwd L. :.—I — PM PrinclpN MW..W 1 PM s, F�.. D"W_ ZV %BI - Ulm 2.QQ woo S4.49 InW I17. VN_ 121015g $179.81 S151.7e 1 $11608 1W.16 512264 110220 1 177.35 1 _"3 51 177 BIDDIINIG—PHASE SERVICFS &IIIIIIII10% 011IM"A VMW MMM "WAN "oomNmommw 30 WE ,;�Th T—I HNT8 I'=-,, Cwp1f Surveyors HN7B PrkN9 &,Ab Oa.W KS7..h Lwd'Dft Tolal toil TOTAL 1101101 3"YICEM 11.1I...C.IT 2 M 1 62 1 08 1 0 1 0 1 M 22 a 1 12 A Z74 1 133 1 9 1 W SXTM13 I $12AWDO W.008.13 _EXPENMB 3&M.n _W329 10,430.51 -T- TOTALI o 1 40 1 U I M I a I . 1 35 1 n 1 0 1 274 1 73 1 o ZT $0,0" 1 *0AB 525.61 GRANDTO -DEMNAMMID0100 7625 1 40M 1 M132913� 1 $761.027." 1 $=.U7.75 1 1 11UMOM "Nortlwast Passage' Erskine Scree- From Frankfoi d Avenue (FY 25211) to Salem Road Slide Road - Fmm Narth of Loop 20 to Erskine Street City of Lubbock Cast of Salvlass - Expenses DESIGN PHASE SERVICES EXPENSES HNT Corvoratlon Parkhill m CooperHigh-ee ndIGPE Surveyors Unit I Amount Contract Rate Coat Amount Contract Rate Cost AmountlContractRak Cost Printing RepGri CopjtF 8.5 X 11 S&W Ea 1 900 $0.15 $135.00 2. 0,00 240 RepqrtCoi)iest.5X11 Color Ea. 100 $0.60 $69,00 250 SOAO 25.$000 , Reoort CopimllX 17 S&W E . 11MO $0,202 32 . 4,500 S025 $1,575.00 40 $0.70 -2 .00 R000n Co - :11X 17 Color E& 150 SIM $16200 100 .00 M,00 MI :it X17 E. S1,30 ,50 2 2.00 Roll Plata I rL.F. 1 1,50 00 S96.00 Foam Core Board Ea. PrintinglDrafs Hrs. $0,20 $O.DO 856 WOO $6848,00 $0DO Flm a Rol nse will be'Ar 24 2 Subtotal $4,427.50 $9,144.00 $112.00 Travel Mileme We 1440 485 $6W.40 320 $0,375 MOW 2920 $0,60 $1,752.00 Tolls Ea. 144 1.00 $14400 $O,OU $0.0.0 P@rkino Day 48 110M $480.00 2 $20,100 $40.0000 AqUavel' Actual Expense will be "At Cosr. Round TO 46 $200.00 S960000 2 S2W.00 $400.DO $000 Rental Car f+Tax)Day 20 $75 S1,5WOO2 80 $160.00 - 0QQ HQLel +Tax 12 75 S90000 1 2 12 2 0.00 Meats Day 48 $25.00 S1200.00 Meals, Ovemiatit Stay Day 12 1 $36-Op S42000 1 4 70,00 $280.00 GPS Eauioment Da 200.00 $0.00 0.00 31 $200.00 $6200,00 _ Subtotal 14942.40 1 50-OD 79 .00 Delivery Ex it I Lett r iz ' Ea 25 $1600 $400.00 12 .00 .00 D. Qwmight Packages Fed Ex. UPSI' Acival Exmnse wtll 'A sf Ea 1 $100,00 $11,513C.Q05 1 SQ.QO postme Ea. 25 $0,37 $9.25 Shwinu PK soco U.DO OAO Subtotal 1 .25 $296.00 $0,00 Expenses Sub -Taal DESIGN PHASE SERVICES) $21 79,15 $110,690.011 $8,064.00 15% Surcharge 3191.87 $1,603.50 $1 209.60 Expenses Total 4 471.02 $12,293.50 $9,273.60 BIDDING PHASE SERVICES EXPENSES HNTBCorporation Parkhill Smith CooperHigh- ech LancVGPS Sumayom Unit Amount Contract Rate Cost Amount Contract Ririe Coal Amount Contract Ratt Cost Printing RUUQM CopiesX I B&W Ea 4W SOA 60.00 0.00 Reporl Copies:11.5 X I I Cglor Ea 200 $069 $13d.00 WDO Report Coplesl1X 17 136W E. 4 .2 1 000 $035 MOM SOM FeUW Coaes:11X 17 Color Ea - 50 $1.Ge $54.OU$0.00 Roll Plots I for L.F. t Subtotal $1,052,0111 $350.110 Travel 11 a Mile 270 1 $0.465 1 95 140 $0.376 $52 5D 00 T I Ea. 20 S1.00 S20M SOm Parkinn D 10-00 $90-00 SOM0. Ai "A %till 'At Cost-. Rojind Trip 9 $200,00 $1,2W.00 $000 Rental Car + Day 3 75 ,00 .00 Hotel +T Da 7 150, Meals Day 9 DO $225.00 N.00 h Day MOD SM no, Sox 5000 Subtotal $2.710.95 52,50 $0.00 Diathrery Express MallSize) E 8 16-00 $12800 2 W0031§.Oo Ovismigint PQdmes (Fed Ex UPS1 AZA Ex will 'At Ea. 12 $10000 51200.002 Postwe Ea. 25 S0,37 S925 8, 0.00 0.UO Shipping PKG. Y.00 0.00 Su C" $1,337A --L(LO-O SWOO COO Exioanses Sub -Total BIDDING PHASE SERVICES 100.20 .50 OD 15% Surcha 765.03 1 74.71 00 Expenses Too) 5 ti05.23 573.28 00SubtoUd for all Consultants 31.95Total j5.2 15% Surch 4.76nsea TOtsl Tar all Conwbarts T6.63 Pap 7 of 7 'Northwest Passage" Erskine Street - From Frmkfwd Avenue (Fhl 2528) to Salem Avenue Slide Road - From North of Loop 289 to Erskine Street City of Lubbock Cost of services Attachment 82 mile wim 111111EIIIIII mum FMOMMUM �M== moin orb 111111FIllill 111111lZillill o NEMESIS MMMK�- logo ffimmmff� NOW it/mm pop laT "Nortlrvrast Passage" Erskine Street - From Franidord Avenue (FM 2528) to Salem Avenue Slide Road - From No" of Loop 289 to Erskine Street City at Lubbock Cost of SeMces Attachment 02 Blom .P �� tSFif O�it>• o�ti_o ot�iarl�o o�r��to rirani�l� otai��tta,tn orrr��o rin�i�ltti_di ot;,w�tio t�w� 1111111� 1111� tit totoo� �ttttttt��t�tt� if7�i1�9��t� o�iw�o o��tio ttaniti�■ti_tiv ta��w�ttir� �t�■�tta>a t��lttttttttt�t� OREM .v.® �Ntit��tid t��ttirn� o�rr��o mti�r�t� tti[7�I�C� 0CM tilrl�s 1 r I Y I 11f7rlDM Pip2 r7 -Nordnrsst Pasww Erskine Straet - Fran Frankfort Avenue (FM 25n) to Sakm Avenue Slide Road - Frotn North of Loop 289 to Erskine Street City of Lubbock Cost of Services Attachment B2 MINN t�tl��o oai�t■�II■� ��tata�nrrrrin ttta���lio O[�I��t#IA15[At� t�■tw��i��ln tao�tit� ■f�a�[�■�I�ta ■cs■■iiliif�t� o�t>•ao owl�iw�■r>. ri�t�tat� �aN1l■99511NIi1�Gs t�rrrfrrw�wr�r e��la orrrlrz�irrrrfrn■ ol�ta■m�tarr�� Irld��r� I��ti•li• IiR:7[�Bo M� i V7UOM Py. 3,4 7 oE;�m®o0®®mao oo���;a was 'Northwest Passage" Erskine Street - From Frankford Avenue (FM 2528) to Salem Avenue Slide Road - From Nash of Loop 299 to Erskine Street City of Lubbock Cost of Services Attachment S2 11«,� cam Pr 11 M i Prt}cl Rdry Hyd,ml R—w HId A. G1W FYtlhwl Wtl�cp CYrinl L 1W P�MIi18mIRi Caapa TeH COM Pnnc�el Mermpa EW E1pe El T En E�qr /vcM t Cuepr 'H�w Red' I ' i 7 B7 I 7 "I.ob�tl Hem' 143 w t 00 M 00 M. IM.W $1,60psw&j swm 1 TOTAL 2 0l 43 0 1 66 1 0 1 0 I 0 0 1 0 1]0 0 H SOM 12 r6sS! 6RANU TOTAL-UE8IDN AMD BIDDMa 1� ]or 377 is! 6W m tb M o 10SS 6 {0.59 33T ➢17,7e 1 sow m E 1, —5 'wort rimaat Passage^ Erskine Stmat - From Frarkford Avenos (Fall 25M) to SrW m Road Slkb ROM • From Hold of Loop 259 W Erskine Serest City of Lubbock Cost of Services - Ewenaea DESIGN PHASE SERVICES EXPENSES Parkhill Smith Coeper Amount Contract Rate Cost Printing Report ropies 8.5 X 11 MW 2.00 Reporl Copim&5 X 11 Color 250 $0,10 $25.00 Reoort Copievl 1X 17 B W 4 1 575,00 Remit Conlas.11X 17 Color 100 $2.00 M I rs: 11 X 17 200 00.00 Roll Plo fColorl 24 .00 F m Core Board Prin6 raft 866 -00 $6,848,00 I I will Subtotal $9,144.00 Travel Mileage 320 $D.375$12000 Tolls 0, 20.00 40,00 irtra ' Actual Ey4mme will "At Qgst". 2 $200.00 Rental +T 2 160.00 Hotel (+Tax) 2 125 Meals 0. Meals, verni ht Stay 4 $70.00 $280.00 GPS EouiDment $0,00 Subtotal 1 250.00 Delivery Express Mil (Luder 12 Overnight Packmes (FedEx PS • Actual Expense will be "A[ Cmf. 40, 26D.00 Pos e Shipping D.00 Subtotal 298.00 Expenses Sub•Total DESIGN PHASE SERVICES 10 890.D0 15% Surcharge 1 603.50 Expenses Total $12,293.ryo BIDDING PHASE SERVICES EXPENSES Parkhl m o0 r Amount Contract Rate Cost Pnntin Rem,t Cogles a.5 X 11 B W 0,00 Report Coplw8.5X 11 Color Report Cies,I1X 17 B&W a$35000 . Report Copies11X 17 Color$000 , R Subtotal 359.80 Travel Mileage 140 $0.375 $52,50 TQ!ls $0,00 Parki Akrtnaval • A I Ex ns wlll "A. ,DD Rental r +T H +Tax Meals SOM Overnight Subtotal $52.50 D6hve Express Mil Letter Size$16.00 OyprNah P F P Expense will be'At t'. 2 S40M Postage 8, Shl O.D0 Subtotal I S96.00 Expenses Sub -Total BIDDING PHASE SERVICESI $498.50 15% Surcharip $74.18 Expenses Total $573.28 Subtotal for all Consultants $11.1go.50 Total 15% Surchwoe 111.978.28 E nses Total for all Consultants $12.11116.78 Pegs 7 Of 7 "Raw Rate" "Loaded Rate" I. Manholes inverts and Top of Operating Nuts on Water and Gas Valves "Northwest Passage" Erskine Street - From Frankford Avenue (FM 2528) to Salem Road Slide Road - From North of Loop 289 to Erskine Street City of Lubbock Cost of Services - Attachment B2 High Tech LandlGPS Surve ors PROJ. MANAGER RPLS 3 MAN CREW GPS PROCESS SURVEY TECH CADD OPER. SEC.Y $91.00 1 $80.00 $115.00 $75.00 1 $60.00 $75.00 1 $32.00 Hours Costs High Tech LandIGPS Surveyors 11f712005 Page 1 of 3 "Northwest Passage" Erskine Street - From Frankford Avenue (FM 2528) to Salem Road Slide Road - From North of Loop 289 to Erskine Street City of Lubbock Cost of Services - Attachment B2 "Raw Rate" "Loaded Rate" High Tech Land/GPS Surve ors PROJ. RPLS MANAGER 3 MAN CREW GIPS PROCESS SURVEY TECH CADD OPER. SEC.Y $91 00 $80.00 $115,00 $75.00 1 $60.00 $75.00 $32.00 J. Drainage Channel Cross Section 50' Intervals - 500' U Down Stream 16 2 8 K: XYZ on Exposed Utilities 1115points) 16 4 4 L. Obtain Finish Floor Elevations of all Residences and Commercial Bld s. Within Corridor 1 40 4 8 M. Additional Cross -Sections at N.W. Comer Erskine & Quaker N. POLa Lake 51 To oryra hical Surve 24 8 16 40 16 24 as $I n ue Subtotal i4ourslCosts 0 41 17 548 36 62 214 0 0 0 1. Slide Road A. Deed Research 4 B. Right of Way Map Preparation 4 28 C. Parcel Plats Pre ration 24 D. Field Notes Description Preparation 8 E. Field Stake Property Comers 6 F. Survey & Design Data for Right of Way & Easements 4 4 6 4 8 G. Prepare, Distribute and Track Right-of-EntRight-of-EntrV Letters 0 0 2. Erskine Street A. Deed Research 12 8. Right of Way Map Pre aration 8 56 C. Parcel Plats Preparation 56 D. Field Notes Description Preparation 32 E. Field Stake Property Comers 32 F. Survey & Desi n Data for Right of Way & Easements 6 12 32 4 8 G. Prepare, Distribute and Track Right-of-EntryRighl-of-Entry Letters 0 0 H. Monthiv Pro ress Re ons 16 32 asks u 1 rRi to Wa ubtota! ou osts 0 6 80 0 180 0 0 HIGH TECH TOTAL DESIGN SERVICES HOURS and COST 0 1 67 1 101 1 628 1 44 11 62 1 394 1 32 1 0 11 0 101 1328 1 1 123991 HIGH TECH TOTAL DESIGN EXPENSES $9.273,60 HIGH TECH TOTAL DESIGN FEE 133 264.60 11l712U05 Page 2 of 3 "Northwest Passage" Erskine Street - From Frankford Avenue (FM 2528) to Salem Road Slide Road - From North of Loop 289 to Erskine Street City of Lubbock Cost of Services - Expenses I DESIGN PHASE SERVICES 0 -, , 'N PURE, Unit Amount Contract Rate Cost Printing Report Copies: 8.5 X 11 B&W Ea. 240 $0.35 $84.00 Report Coples:8.5 X 11 Color Ea. $0.00 Report Copies:1 1 X 17 B&W Ea. 40 $0.70 $28.00 Report Copies:1 1 X 17 Color Ea. $0.00 Roll Plots (Color) L.F.$0.00 Foam Core Board Ea. $0.00 Printing/Draft e. P4 jE Film & Roll Devellio:)ment Actual Expense will be "At Cost". x $0.00 Subtotal -k2 $112.00 Travel Mileage Mile 2,920 $0.600 $1.752.00 Tolls Ea. $0.00 Parkin o Day $0.00 Airtravel * Actual Expense will be "At Cost". Round Trip $0.00 Rental Car (+Tax) Day $0.00 Hotel (+Tax) Day $0.00 Meals Da v $0.00 GPS Equipment Da v 31 $200.00 $6200,00 Subtotal $7,952.00 Delivery Express Mail (Letter Size) Ea. $0.00 Overnight Packages (Fed Ex, UPS) Actual Expense will be "At Cost". Ea. $0.00 Postage Ea. $0.00 Shipping PKG. $0.00 Subtotal $0.00 Expenses Sub -Total (DESIGN PHASE SERVICES) $8,064.00 15% Surcharge $1,209.60 Expenses Total BIDDING PHASE SERVICES Unit Amount Contract Rate Cost Printing Report Copies: 8.5 X 11 B&W Ea. $0,00 Report Copies:8.5 X 11 Color Ea. $0.00 Report Copies:1 1 X 17 B&W Ea. $0.00 Report Copies: 11 X 17 Color Ea. $0.00 Roll Plots (Color) L. F. $0.00 Subtotal $0m Travel Mileage Mile $0.00 Tolls Ea. $0-00 Parking Day $0.00 AirLravel * Actual Expense will be "At Cost". Round Trip $0.00 Rental Car (+Tax) Day $0.00 Hotel (+Tax) Day $0.00 Meals Day $0.00 Meals, Overnicjht Stay DU $0.00 Subtotal $0.00 Delivery Express Mail (Letter Size) Ea. $0.00 Overni,ght Packages (Fed Ex, UPS) Actual Expense will be "At Cost'. Ea. WOO Postage Ea. $0.00 Shipping PKG. $0.00 Subtotal $0.00 Expenses Sub -Total (BIDDING PHASE SERVICES) $0.00 15% Surcharge $0.00 Expenses Total $0.00 Total for all Phases $8,064.00 Total 15% Surcharge $1,209.60 Expenses Total $9,273.60 Page 3 of 3 ATTACHMENT C2 SERVICES TO BE PROVIDED BY THE CITY County : Lubbock Highway Erskine Street and Slide Road Limits From Frankford Avenue to Salem Avenue and From Loop 289 North Frontage Road to Erskine Street The City of Lubbock (City) will furnish, when available and applicable, the following items to the Engineer: 1. Timely decision making and review of work to permit the Consultant to maintain the mutually agreed upon project schedule as defined in the project work schedule. 2. Assistance, as deemed necessary, in order for the Engineer to obtain required data from local, regional, state and fedgral agencies/entities. I Office access to as -built drawing files, right-of-way (ROW) maps, and project files as deemed necessary by the City. (Engineer shall provide two-day notice before coming in to office & accessing project files) 4. Available MicroStation and/or GEOPAK seed files and a sample hard copy of a geometric layout as deemed necessary by the City. 5. Available MicroStation files of sample ROW mapping as deemed necessary by the City. 6. Available controlled aerial photographs of the project area. 7. Permanent pavement design as deemed necessary by the City. 8. Temporary pavement section for detours. 9. Sample Title Sheet to be used as a base. 10. Available record plans of utilities, drainage facilities, structures and roadways and existing topographic maps, right-of-way maps, core borings, soil reports, drainage studies, pavement designs, existing and proposed roadway data, horizontal and vertical survey control data etc. 11. Available record plans of drainage and flood control facilities. 12. All available hydrologic and hydraulic information. Attachment C2 Page 1 of 2 13. Available geotechnical data and sub -surface exploration information. 14. City Standards, City General Notes Database, City Bid Price Information, applicable City Special Specifications and Special Provisions, City Standards and Specifications for the City utility relocation plans. 15. Assist in the development of design criteria by providing the City's specific criteria and provide further input for all parties' review, concurrence and agreement. 16. All available aerial surveys (photogrammetry), cross section data and field survey control data. 17. Provide Right -of -Entry. 18. Assist with scheduling utility coordination meetings, assist with scheduling utility relocation & adjustments, and assist with communication and follow-up meetings with individual utilities, as necessary, to assure utility clearance prior to bid of the project. 19. Respond to any questions or requests -for examples of right-of-way or easement plats, maps, metes & bounds descriptions, or other ROW related data the Engineer may need in preparing the ROW and easement documents needed for the project. The City will be responsible for acquiring all ROW or easements needed for the project. 20. Design criteria for storm sewer design. 21. Existing data of Playa Lake(s). 22. Current drainage plans and drainage criteria manual. 23. Requirements for SW3P and required Notice of Intent (NOI) forms. 24. Permanent and Temporary (if required), Traffic signal plans in Microstation format. One set of 11 "x17" black and white copies at the 30, 65 and 95% submittals. One 11 "x17" Mylar reproducible at the 100% submittal, along with a pdf file. 25. Agreement of preliminary Traffic Control Plan. Attachment C2 Page 2 of 2 Attachment D2 Northwest Passage Erskine Street and Slide Road PS&E DRAFT Y p L. -IMAY-------- ..-b MR A.IP.A top ... ... ... man 11121M 110 Task 1. Pn4..* Men g W Quaft A-.' Men I IMM M iKSPIld I P-Jud 0-mlift ZW dinre Mon 11121M Fri 1711506 Molly Project Me-V (12) (IrIlb- d vdarnel) 2411 AIR" 1111OPM 1IM2M VAM 11114111114 17 QA4C R.Aew Timenn 215 days Mon ZrAM Fri 12J15M F 19 iTeskI DelloWleudion 10 Oblain EA by inlIarnufloin i0 dwin Man 1112IM5 Fri 2124106'; sk. VWX I any Thu 12JIM5 Thu 12111121 21 Project Date B.. 35 d." Mon I lal/M PM iffim.: 22 !TmkEslabilah Bovign OrNmi. 22 dep Mon 1112iffif T 2FMN 112116% D&ineglop R..dway and Hydroull. Design Crftft Crel9b) 20 days Main fldjlM F 24 i Design co-opt Cqrderarrce Meeting 1 day Tue 12)20M Tue 122=5 daeklri CItna 1 dffy Tue 12r&W Too 122M" 12120 "!Task 4, Devion Sunvyl Re W -y Design Ooinbal 71 &y. Men 11121A)6 Thu 1010 Ebkbih P—anent Bench—ft 16 4," Main 1 lQ1105 Fri 1200;: Fkdd Date Gollectlain 20 dy. Man IIJ21M5 Fri 121`150 7--1 PmAde Hortranial wid Vaiflook Cointrol Surmy Report 0 days Tue 20M Thu &VIX —4 3e i Pro% Er*Wm $truvt Exist Curb and Gutter B*Ww 40 day. Tw 120td Man V30M Mwoelun ServIces. OTM, TIN 11 orym Wed 2JIM9 Tua 2MIM of We yj baw a BMW Fr.pvalpo 74 ft. Men I iMAK Thu 2a Deed R-wh iOd*p Man 11095 Fri 12rZM - N.W, (3hurl6.1a, end Trask RVM-ollf," L.U.. 110dy. Man 11W)ffi Fri 12aO 36 Per,* me, Nwereti., 25 dens Thu 111WM Wed 2FDM. J Field N&ue Osea4kon Pmpiersdon 25 0" Thu 1MOU Wed =011011 Fluid Shft ProperV Corners 0 da). Thu Z2M Thu 3QW aWM & Deelon Dohfor fth, of Wry& E..nlo 6 day. Mon 12MM Man 1211205 Task 1. U691y Flens WW Pmft rmmmvik"ou 2=dw. Mon IlMM Wed VWM PrOP&M EueteV Utfty Pl.. 72 days Mon Ir2109 Tue 471IM R....h and Colted Exile LAIRy Inharnatim end OwunnonAillim 102 dap Mon 1 U21105 TWAIM IM, Vft E.Iedng LHIty Doup Survey Doh 30dop Mon 12119M5 Fri ird?= MthW .0 Affetal LKI[Ity Cownponles 60 dffp Wed 4119M5 Tue 7111M 44— PNW* SdwduW for Utflity Ad xbmft 15dry. Thu OOM Wed 696M6 41—iTesk 7. Roodhowry ft. (& Ule."weint O"pWinee) 2M din" Mlen1I1$21)W Fri 12119M Rd. F"Vonlzil & Verboal Design wal" Mon 1176A6 F Plan dwel.Fard 2904so Man 110M Fri 12JISM 3CO116 5.bhbd I dry Tue $;21= Tue 3/2110O 221 city Rwi.— 20 day. Wed YZbM Tue4flilift 00 RedeN end I ,oxporiea 30A CWeOuieft 60 days Wed 41120 Tue 7M 1M 66% Sb." 1 day Wed 7112U Wed 7112M ♦TA2 6f Gkv RmAm 20 dop Thu 7/13M Wed VM 99% BkdlPnNW ....... .. .. 11 dW Thu IUM Thu 11rdW ---------- — ---- -- --- ---- 1112 ------------- ------- ---------- --- - ------- Teek Milestone Rolled Up Task ReMd Up Pritgnemi E./erwl Teske anoupsjamn," RPEWOMEW PMBM= sunrinmary Raw LIP wilmdom 0 spit ...... ......... proffidsunwhety Pape 1 Attachment D2 Northwest Passage Erskine Street and Slide Road PS&E DRAFT _'D _"" tior :04 ___jWOffA_ _J-4-- -9MY. -JEO.O."U-'�y— F.Chn--n- ANO' W Ptiflowerld-I ift" 20 up Fd-11-tl?M-- TOW 12ilAft iw% MyfW suimmol -1 d* Fri 17ji5m Fri 12jism -V Tdwk E. Drak� Man I i/2IjW Fri 12MLM 59 Hydreoulk; An,*sIs 60 days M- 11121= Fri 2JIQW . Existing Syab&m EvalLoWn• Mon 11)21= Fri v� Dwign Prnpa"d Bruckw� Semen"_.__„:.._ 272 drp Thu 12MMS Fri 12115M Tormpatwir Dr@Jm" (TCP) 143 drys Wed Sal = FM I275= C~ Edvwlm DatIgn 16 d" M- 12M FnZIWW 64 Miswitwno- Dminog. Dat.11% 30 dep Man VI3= Fd 371410E. —&H Stcirirn Wet. PobrIbn Prqw.,A- Rion (111IMP) 110dqo _M6 711701 Od 12hWO Tank 8. ftning A Pmmft.M Nuking Layovu nodwa N.. 11131" Fri 2MI169111 Irrverfty & Surnrrwy of Ex1raing Skim . 1 iiiiiii. _Jiiii'1121k6 Tuelimm Pfterrmnt Ma WTW Dolirwhon and WpM (Plan Sheath 21 Odir" Mw=710E Fh 12MOVI ftrft Lryft A DOWIs 240 don Man 111601 Fri 12115= 70 'TmkIO. TrefftOWnWis 172 day. Wed 4ROM Fri INI&M cowdiwim,.b rAy 52 dy. Wed 4Mg10E Thu SONIM: 72 1 ' lmdode nPtimSIKztK N, and 100 113dkrp Wed 7112M Fil 1V15ft 73 ,mk 11. 111..kruii"n 20 do" Wed WIM Fri lzm&": 74 Isurnirmil- aftiv 173 ft" Wed COM Fri!ZHfiiOI71'; Coordint. Pummr Bmaae I-molara 90 fty. Wed WlMS T. 714= Twk 12. Tmv. Control Plan, Denture A SoopmMO of OwwkwWain 173 dy. Wed4MI= Fri 12JILON 77 i Datwns and TypieW Soa*. 30 6" W.4 57311DE Tya 7111ffie Pranthisry Traft Corftl Plan 30 day. Wed AMSM Twfir4M 143 day. Wed W31ft Fri 12jI50), EO Tmk I& Land"qn and D"n Eb—ml Enhain m4wo lilm 11121M Fri IIMUG Aedhdk&&-K*=w LarW Mon 11121M T AM w W 02 Ao*wWwL&nftcepe Plan Wdep Wed NUDS Fri WI= i AedhebmUndbo" Repot 75dsp_ Man W&M Fri 12fi5ft Tmik 14, Mb.Wkreeus Name 220 do" Man Ing= Fri 12JI&H t Cart E*drrt.6 at 30, 65, W erd IOGVw..d 220 dy. Man 711305 Fri 12JIWN.: CamtrucliGn Sahaduft 51 dsp Thu ILMQ= Thu IOIIWW w ItW PHASE *Ot=U 24 day. T" IPXT k%o 2W Task WI L FraNal Mo4pnerd 25 j. -us van Mm 2NW—! a Coonfinifim with Cky 25 dinni Two IOD7 M. 2MW 55dap *us 1&07' Men 25W Bf—j T-kil-11L BIddInqIIwvW= 24 day. Tue If= RWR MW Bidding Coordination with Skid" 25 day. Tua IF2M7 h1w2w, 2p Prep— Bid Tabulatim shaft and Ansid CAy with Bid EvaJwfion 25 dap Tue IrZW man 2W7 19 Ameamble DMda Ing Pa" 25dip T- lawon m2imir -s Hint dy with Bidding J& Mon 2W7 116 Cwwdlruft AIWA Mfetkpa w0i the Chy 25 &p Tue IM? M. ZW7 12119 F— Pmjp.t Ensirkle-S11IMPME Teak Mildw Raged Up Tavii Rabid LIP Pmorm lEilarml TOM amp By &-mmy Dab: Thu 11/=5 P Ov W�-- surniff"y WEENEEMW FtOWUPM11adna <> 4m P.J.0111writnary WENO" DOW11n. Pop 2