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Home My WebLink AboutRESPONSE - RFP - P816 PROSPECT ROAD IMPROVEMENTS�. " Presentation and Interview for City of Fort Collins Prospect Road Improvements Project Proposal Number P-816 January 17, 2002 CEDAR CREEK ASSOCIATES, me 11 1 �EA�BR W N d e s I g n InsuIrgYnglinKsc en fists 209 South Meldrum, Fort Collins, C.O. 80521 / 970.482.5922 / www.searbrown.com WHY CHOOSE THE SEAR -BROWN TEAM? ■ Knowledge of the Corridor and Project Issues ■ Experience Working Together ■ Understanding the City Process for Large Arterial Projects ■ Building on the Success of Taft Hill Road ■ Construction Cost Estimating Capability ■ Construction Management Expertise — Continuity of Personnel CEDAR CREEK ale SEAR•BROWN / ASSOCVA=S, ttvc nsu np rpinears can sb d 0 S I- n N CITY OF FORT COLLINS - PROSPECT ROAD IMPROVEMENTS Agenda — Project Team "Kickoff Meeting" SUBJECT: Kickoff Meeting DATE: Thursday, January 17, 2002 TIME: 2 PM PLACE: City of Fort Collins - Engineering Conference Room 281 North College Attendees: Representing John Lang City of Fort Collins — Engineering Marc Anderson City of Fort Collins — Engineering Kyle Lambrecht City of Fort Collins — Engineering Mike Herzig City of Fort Collins — Special Projects John Stephen? City of Fort Collins — Purchasing DISCUSSION ITEMS: Attendees: Representing Dale Stein Sear -Brown — Project Manager Martina Wilkinson Sear -Brown — Traffic, etc Phil Weisbach Sear -Brown — Project Principal Angie Milewski bha design — Streetscape Mike Phelan — Cedar Creek— Wetland Delineation Critical Project Issues • Standards, Roadway Typical Sections, and Streetscape • Engineering Summit View Intersection �l ags wg Utilities Alignment (Horizontal/Vertical) and Design (Interim/Ultimate) • Natural Resources — Wetlands, and Habitat Issues Cost Estimating • The Process Critical Schedule Issues • Standards Determination • Stakeholders Buy -In • ROW Acquisition Process • 404 Permitting and Wetland Mitigation Planning ---- City Council Approval for Ultimate Typical Sectionm-� • Quality Control and Assurance CREE ASSO RATES, i SEAR BROWN Ass®cuArss, nc design CONSTRUCTION COST ESTIMATING PROCESS The Sear -Brown team fully understands that a critical part of this project is to as accurately as possible determine opinions of probable costs for the interim and ultimate alignment. Roadway geometry and typical cross section decisions will hinge on these estimates. The team has extensive experience in cost estimating and uses a multi -faced approach that is illustrated below. CDOT Cost Estimator Program It Updated every 6 months Quantifiable Units Of Measure City of Fort Collins Project History • Available bid tabs from similar projects Recent Sear -Brown Construction Projects • Developments and other municipal projects Professional Opinion Determination of Appropriate Unit Cost XOVIN TAFTMILL111J YAY PRWEIM I,, F FORT Co11JXS BID Xo. SMD EXSMEE"COST EXTIIMTE RorO EWIIvbJ RwE Tral EpImNMTn11 ENImebC OnX Evl„ebG bm on. DeevlPlbll unit Ouanlr.V. Cae\ OurnnlY LaN Mke LW I Y clw Mdue _ Rem so- Ls Ls- SS owoo 311.w000 3o0a SIN IN 31$2.to $,W.WXW 31W0W.o0 J I.'Ir)Mm (0 1. EPLH $1s750Do 513]SD 00 $OW $35000 371'8"on d FR. I.T RM.TIM�1J'b➢0� EACH vi $$1 W_ _ 5000 $35D 00 53ANow Ram Tre•Ixe'•1 FnF Wo fsT,WOW $]pe]az sDDo _ $asnw f 1.4 $td.ed ut.Doow fl191X53 _ S Rvm PI PI LF ] WNI SF 1 $9�9W on 335XS.B5 $0 W M00 $d,i08 W F3,M58B 8 nR.nn Rnn SIOP.wIk SY In, _SS OB 9 10 Rem CUN MO M LF 9V n S11.STB RS 1 i SITSd83] _ ON 3000 50 W _ M.d9 $1219 Sd.15 _ S115]oY8 $IT%SJT $101DB250 Mm on P 111 9�TXkk) 11 n—n Na no S� BY " 3103.503 W 13 R..Al tP. (Rw'03.1 _ SY S11.644,60 $D OO SD00 $335 $8300 $118M80 SRASS CO 13 Ite_m GcuMS R F YBM _EACH LF 2 _ fi $BMW B9AT1 SOW 315J SS B93T1 14 IS vm T tl1R Rv eM 81 CY 9 $10�0]O.TS Ss]]t ]5 $5M Sd98JB]5 _ 18 S9 00 $1500 51,,Iwoo W„ MT Wyk IRxn. NqP p u 118') cV _ $o oo 11 "win" ryYII Plew) _ LY LY 393.155 to $d 515W $Dw $3i 5000 _ 11 fI.50 59"153W S3W�TO50o =8 19 J.E vvlbn(CanplNl Muck Eewv LV _ SOW _ WW $59 f83to IO 31 9X GMT WVIx Cw#d 9M CvxvlMry N0. L9 5000 U00 300 $I.. v,No NiW.W wxo JM 793W.Io 3 Enobi�t y Smgv lCub'INe In Plew) CY ]0 _t So00 5835 $1503750 31 EmFM fmOd Se„N�WeM Fwa) EALX `W 00 _ 3000 53200 333D.W Material Suppliers • Pipe • Pavement • Etc. Opinion of Probable Cost • CEDAR CREEK SEARBROWN dal, ASSOCuATFS.me 1p„X„ -41 a3M3S WaOlS — N31VM03WIV1O3m — SNOI.LVOINnWWOO — U31VM318V1Od — SVO ivmniVN — H3M3SAtIVLNVS — OrdI3313 — S11WIl A11O NIH11M SV3MV lV2ln1VN _ - S11WIl A113 NIH11M S1IWIl Al13 30ISlno S'1'N �L E iL 0T'NS59M IIA NMM31 IIA Z 3N33M 'H11WS �L l N AOM31 M11W5 EL wn31oM13d SdilllHd U sug1-77- 7o 3' lesodOJd ® peoa loadswd VMn"N 3M InolNSY d0u10 dOa M3VJS 3d ONV1 HOWNOW V H1 NVW3OVH 9 N ANYdW00 � H1MV3 9 'f 1M390M W9N NVW3SVH '3NNH39 LL LL LL 9 L ONOMAW 9 9L 9 S3NNM LL 1N3W S3 l S351NdM 3 IIA NM31S3 LL 35nl S OOOH 6 H minim lvwmlm �'. I LY3X36V.IX3 96 3tlJNOJ MI 3yYM.0 �\ 1 J d` IN s3ui n 0NIISIX3 U001UU00103dSOUd 1S`d3 S308nOS3M IV MVN SN17001MOd d0 "0 S NOUYNOdMOOISW E 'A 311tonl 'NOSM30NV -ONV1 l5 ONI 3MIYXVNd i 6 y a y dO NMVd 103dSOMd dSONd NIOd S 1NIOd dtltlHS u L 031SI1 NN3 S M3NM0 ON 'M3dVHoS NN3MM1/'M N9OW 1010N00 011 BOAS l 103W AVM IVS V [ 531NO1VMO9V1 llOSStl'M31N30 M3S S301AN35 n SV HOOSHIl H H31N30 y. 1V w Imn AYM31V0 0103tldOH1M0'ANYdW000Wf ()Z7 2 SNIS NSOV ANYdW00 NYN33N 'f 03MdlY NNHOf NHd3SOf 031SI1 S301AM3S 1V0103W ONI113HO L 'M3dV11oS S NOSMYI V N3NM0 ON a AYm31Vo L ddW &HS2:3NMO All Ad02:ld bOalb2i00103dSObd 1S`d3 ■ PLAN 1993 PROSPECT ROAD STREETSCAPE PROGRAM (NATURAL SHRUBSCAPE STYLE) ou i + PLAN SECTION SECTION M%�A1G- sr (M7W sips) COMBINED OPTION /mr- F4-NVV WS I I PLAN SECTION MMA<%55 ` CEDAR CREEK ASSCICIA ES, inc SEAR BROWN dc>iao