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ATTACHMENT 1
Project Description
URS SCOPE OF SERVICES
WOODLAND ROAD EXTENSIONApril 24, 2009
The scope of the Project has been divided in two stages: Preliminary and Final Design.
In the Preliminary Stage URS will provide a set of Preliminary Plans for WoodlandRoad extending from the intersection at Belle Terre Boulevard to St. AndrewsBoulevard. The Plans will also include Preliminary Bridge Plans for the Ridgefield
Canal Bridge. The total length of roadway including the bridge will be approximately10,000 linear feet.
In the Anal Design Stage URS will provide Plans, Specifications and a ConstructionCost Estimate for a four -lane roadway section with open ditch drainage forapproximately 6,550 linear feet from the interface, of the roadway on the eastern edgeof St. Andrews Estates to the intersection with St. Andrew's Boulevard. The Final
Plans will also include the design for the bridge over Ridgefield Canal. Geotechnical
field exploration and design will be provided as described in Attachment A.Topographic Survey and Right -of -Way Plans will be provided as described inAttachment B.
Preliminary Plans
This part of the Contract shall consist of all engineering services required for thecompletion of the Preliminary Plans and estimates for the project. Specifically, the workunder this part consists of the following major items:
1. The assembly and study of existing data, including .improvement studies, boringinformation, if any traffic data available through St. John the Baptist ParishSJBP), and such other data as can be located through efforts of the Consultant.
2. The preparation of Preliminary Plans for the Project generally in accordance withthe requirements of SJBP and LDOTD's Roadway Plan Preparation Manual,Bridge Design Manual, and Hydraulics Manual. Three (3) sets of these plansshall be submitted to SJBP for preliminary examination and comments after theyhave been developed to show all information required for a Plan -in- Hand ..inspection and, upon receipt of any such comments, the Consultant shall revisethe plans accordingly.
4/24/2009
Subsequent to the Plan -in -Hand inspection, the Consultant shall make suchchanges in the plans as necessary to reflect agreements reached at this stageand shall show existing or taking lines required for right -of -way, referenced to thecenterline of the Project.
Page 1 of 3
Final Plans
4/24/2009
Specifications for the project shall be in accordance w, ith the Louisiana StandardSpecifications for Roads and Bridges, latest edition, amended to comply with thecurrent SJBP specifications.
3. The preparation of estimates of construction contract costs based on estimatedquantities developed for the Preliminary Plans.
4. The preparation of all special specifications required and the preparation of asequence of construction for the project.
5. The design standards for this improvement shall conform to the standards usedby SJBP and LDOTD in the preparation of its contract plans for items of work ofsimilar character, including plans for all drainage and utilities affected.
6. Design for Preliminary Plans will be done in English units of measurement.
This part of the Contract shall consist of all services required for the preparation of theFinal Plans, specifications, and estimates, all meeting the standard requirements ofSJBP and LDOTD as to general format and content. Specifically, the work under thisphase consists of the following major items:
1. The design and preparation of complete detailed Final Plans drawn to acceptablescales for the project, which plans shall include designs and /or plans for allgrading, drainage, pavement, intersections, and structures. Bar bending detailsand schedules are to be included in these plans as well as construction limits andthe final ROW taking lines. Earthwork cross sections shall also show ROWtaking lines.
2. All sanitary and storm drainage, which may be required, be incorporated into theplans and construction contract.
3. The Consultant will compute earthwork quantities.
4. The preparation and submittal of construction cost estimates based on the FinalPlans.
5. Bridge hydraulics shall conform to the procedures outlined in the latest edition ofLDOTD's Hydraulics Manual amended as follows:
Bridge backwater and water surface profiles will be calculated according to thelatest edition of the FHWA computer program WSPRO, Water Surface Profile,HY -7). The bridge scour calculations will be performed according to the latestedition of the FHWA manual Evaluating Scour at Bridges, (HEC -18). The grade
Page 2 of 3
of the bridge and approach roadway will be established according to theprocedures outlined in the Hydraulics Manual.
6. The submittal to the Parishes' Project Coordinator of original reproducibledrawings of the Final Plans for Advanced Check Print (ACP) Review.
7. After ACPs have been reviewed and comments incorporated, Final Plans will besubmitted accompanied by a properly indexed, neatly arranged, bound copy ofall design computations used in developing the pay quantities and the drainagedesign data for culverts and storm sewers. The submittal shall be accompaniedby a written certification from the Consultant that a detailed check of suchcomputations by qualified personnel has been made prior to submission.
8. Design for Final Plans will be done in English units of measurements.
9. Bridge Plans shall be developed and designed using requirements of SJBP,LDOTD Bridge Design Manual and : AASHTO Bridge Specifications ( latestedition) using Load and Resistance Factor Design.
4/24/2009 Page 3 of 3
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ATTACHMENT A
3. Laboratory Tests:
Proposal for Geotechnical InvestigationsProposed Woodland Drive - Laplace, Louisiana
1. Project Description:The new Woodlands Drive project alignment is located just south of I -10 in Laplace,Louisiana. The project alignment extends. from Belle Terre Boulevard (a.k.a. LouisianaHighway 3188) to the east about 8,200. feet along the north side of St. Andrews Estates.The new road will be a four lane roadway (rural section) with an open ditch design. Anexisting bridge at the eastern end of the project will be replaced, and a new second bridgewill be constructed across Ridgefield Canal. Box culverts will be constructed across threeditches that the project alignment will cross, The new road is to be constructed usingasphaltic cement (flexible) concrete pavement.
2.. Proposed Field Explorations:
We propose to drill one SPT (standard penetration test) boring at each of the locations ofthe two bridges and 3 culverts. It is understood that the site is relatively clear, but it isanticipated that a track- mounted drill rig will be required to drill the SPT borings. Inaddition to the SPT borings, we propose to drill about twenty -five (25) hand auger .borings at about 300 -foot centers along the 8,200 -foot road alignment. The proposedboring depths are 100 feet for the bridges, 15 feet for the culverts and 5 feet for the roadalignment. The locations of the borings will be determined by our representative based onexisting site features.
Split spoon soil samples (SPTs) will be taken continuously in the top 10 feet and 5 -footintervals below 10 feet from the bridge and culvert borings. Tube samples (about 15total) will be taken at representative depths in cohesive soils encountered in the SPTborings. Soil samples will be taken at about 1 -foot intervals from the hand auger boringsdrilled along the road alignment. The depths where the samples are taken, the results ofthe standard penetration tests and visual classifications of soils encountered by the .borings will be presented by logs of borings that will be included in our report.
Soil samples recovered from the borings will be visually classified, logged, placed inmoisture -tight contained, and transported to the laboratory. At the laboratory,representative samples will be tested in the laboratory to determine triaxial shear strength,unit weight, California Bearing Ratio (CBR), Atterberg limits, grain -size distribution andmoisture content. The results of the laboratory tests will be shown on the boring logsopposite the respective samples tested and on the applicable laboratory test report forms.
4. Geotechnical Engineering Analyses:
Based on the results of the borings and laboratory tests, we will render a formalgeotechnical engineering report for the project. The report will provide recommendationsfor the following:
Item of Service No. of Units Unit Fee Ext. Fee
Field Explorations:Mobilization of Drill Equipment L.S. 850.00 850.00
Soil Test Borings w /SPTs at 5' c/c - 0' to 40' 130 feet 13.50 /foot 1,755.00
Soil Test Borings w /SPTs at 5' c/c - 40' to 75' 70 feet 1:3.50 /foot 945.00
Soil Test Borings w /SPTs at 5 c/c - 75' to 100' 53 feet 13.50 /foot 715.00
Undisturbed Tube Samples 15 Each 75.00 /Each 1,125.00
Extra Standard Penetration Test 20 Each 15.00/Each 300.00
5' Hand Augers 25 Each 50.00 Each 1,250.00
Grout Bore Holes 203 feet 4.50 /foot 913.50
Field Explorations - Subtotal 7,853.50
Laboratory Soil Mechanics Tests:Moisture Content 50 Each 7.50 /Each 375.00
Atterberg Limits 25 Each 40.00 /Each 1,000.00
Grain -Size Distribution (% Passing #200 Sieve) 25 Each 40.00 /Each 1,000.001 Point Unconsolidated - Undrained Triaxial Tests 15 Each 50.00 /Each 750.00
1,500.00California Bearing Ratio (CBR) . 2 Each 750.00 /EachLaboratory Tests - Subtotal 4625.00
Engineering Supervision, Analyses and Preliminary Report for Design of FoundationsField (Staff) Engineer - Supervise Drilling 50 hours 1 00.00 /Hour 5,000.00
Senior Geotechnical Engineer, P.E. 40 hours 130.00 /Hour 5,200.00
Draftsman - Boring Location Plan /Boring Logs 8 hours 75.00 /Hour 600.00
Clerical 8 hours 60.00/Hour 480.00
Mileage 400 miles 0.485 /Mile 194.00
Per Diem 5 Man -Days 100.00 /man -day 500.00
Engineering - Subtotal 11,974.00
Grand Total 24452.50
Required bed preparation and bedding for major drainage structures (e.g. box culvertsor large diameter pipes)Subgrade preparation requirements for the new roadwayPavement Section design including pavement base for Asphaltic Concrete PavementsFill height limitations and required type(s) of fill materialPile design for the new bridgesRequired soil pressures for design of bridge abutments and sheet pile walls (may beneeded during construction)
5. Project Costs : ..
A breakdown of estimated units and costs for the proposed geotechnical investigationservices are included below in the table. The unit fees shown in the table will apply toadditional work that may be required and that is approved in advance.
6 . Schedule:
Estimated time requirements for the geotechnical investigations for the work outlinedherein are as follows:
Task
Time after Authorization to ProceedStart . Finish
Field Explorations . 2 Weeks 3 Weeks
Laboratory Testing3 Weeks 5 Weeks :.
Engineering Study and Report 3 Weeks 6 Weeks
Total Time 6 Weeks
6 . Schedule:
Estimated time requirements for the geotechnical investigations for the work outlinedherein are as follows:
RALPH P. FONTCUBERTA JR., P.L.S.Chief Executive Officer
CHRISTY G. THIBODEAUXChief Financial Officer
Mr. Lowell Pitre, P.E.URS Corporation3500. North Causeway Boulevard, Suite 900Metairie, Louisiana 70002
RE: Woodland Road Extension
Scope of Work Topographic Survey
3.
EOMCORPORATION, L.L.C.Professional Land Surveyors
January 17, 2008
JOHN S. TEEGARDEN, P.L.S.President
KENNY J. EDMONDS
Senior. Vice President
Dear Mr. Pitre:
In response to your request we have prepared the following proposal to prepare a topographicsurvey and right of way maps for a portion of the Woodland Road extension that runs from theeasterly boundary of St. Andrew's Estate where the portion of the roadway to be built by thedeveloper is to end and to the westerly end of Woodland Drive in Laplace, Louisiana. A surveybaseline will be established on the planned alignment for Woodland Road and the survey willextend for 75 feet on either side of that baseline. The scope of work for this project is detailedbelow.
1. Establish temporary benchmark every 1000' along the project baseline. Elevations will bebased NAVD 1988 vertical.
2. Take cross sections along the project baseline at 50' intervals and at breaks in gradeextending out 75' each way from the proposed center line.
Plot location of improvements within the designated limits of survey. This is to includefences, light standards, traffic control devices, signage, structures, pavement and othertopographic features.
4. Location of visible above ground utilities and those underground utilities with visible surfaceevidence. We will also obtain when available the record drawings from the controllingagencies and will plot the utilities based on those maps when actual locations are notavailable.
5. Location of existing storm sewer and sanitary sewer structures with top of casting and invertelevations provided on survey.
L:\PROPOSAL \URS \Woodland Road Topographic Survey and Right of Way Maps.doc
534 Williams Boulevard • Kenner, La. 70062.
504) 468 -8800 • FAX (504) 467 -0065 • E -Mail: bfmcorp @bfmcorporation.com • 1- 800 - 349 -8800www.bfmcorporation.com
Mr. Lowell Pitre, P.E.URS CorporationJanuary 17, 2008Page 2
6. Drawings will be provided on 24" X 36" sheets plotted at a suitable scale.
7. Spot elevations on paving or other hard surfaces shall be plotted at a minimum of the nearest0.05' and all other surfaces to the nearest 0.10'.
The cost for the topographic survey is detailed below:
TOTAL
TASK HOURS RATE
3 MAN FIELD CREW . @ $ 160:00 /HR2 MAN GPS.CREW 24 @ $ 170.00 /HRAUTOCAD TECH 120 @ $ 75.00 / HR
SURVEY TECHNICIAN 24 @ $ 80.00 / HRSUPERVISION 24 @ $ 100..00 /HR
PLS/PRINCIPAL 4 @. $ 140.00 /HRPLOTTING/DISKS
TOTAL STATION 176 ®' $ 12.50 / HR
DATA COLLECTOR 176 @ $ 3.50 / HR
AMOUNT
28,160.004,080.00
9,000.001,920.00
2,400.00560.00125.00
2,200.00616.00
49,061.00
Scope of Work Right of Way Maps
1 Title work and legal documents on which the right ofway will be based will be providedto BFM by St. John the Baptist Parish.
2. A property survey will be done before the right of way maps are prepared. This willinclude the location of existing boundary monumentation of affected parcels and adjacentproperty.
3. Prepare Right. of Way plans for the property to be acquired for Woodland Road. Thesedrawings will be done at a scale of 1 "= 50 feet.
The cost for the right ofway plans is detailed below: .
TASK HOURS RATE AMOUNT
2 MAN FIELD .CREW 32 @ $ 130.00 /HR = $ 4,160.00
L:\PROPOSAL \URS \Woodland Road Topographic Survey and Right ofWay Maps.doc
Mr. Lowell:Pitre, P.E.URS Corporation •January 17, 2008Page 3
AUTOCAD TECH 96
SURVEY TECHNICIAN
SUPERVISION 16
PLS/PRINCIPALPLOTTING/DISKS
TOTAL STATION
DATA COLLECTOR 32
TOTAL
Schedule
8
32
Please call if you have any questions.
75.00 / HR
@ $ 80.00 / HR
@ $ 100.00 /HR
16 @.. $140.00 /FIR
12.50 /HR
3.50 / HR
The topographic survey can be delivered within 60 days ofnotice to proceed and the right ofwayplans can be delivered within 30 days of receipt of title work and plans showing the taking linesor right ofway.
Sincerely,BFM Corporation L.L.C.
S. Teegarden, P. S.dent
L:\PROPOSAL \URS \Woodland Road Topographic Survey and Right of Way Maps.doc
7,200.00640.00
1,600.002;240.00 . .
75.00
400.00
112.00
516,427.00
Division A
Richard Dale" WolfeP.O. Box 2289Reserve, LA 70084985 -536 -2965
Division B
Steve Lee
3s Muirfield Drive Bill Hubbard, Parish PresidentLaPlace, LA 70068985 -652 -9894 ST. JOHN THE BAPTISTPARISH
1801 W. Airline Hwy.District lHuston "Lipper" LewisLaPlace , LA 70068117 Lewis Court
Edgard, .LA 70049985- 497 -3406
District II
Danny Millet296ADriveReserve, LA 70084985 -536 -8001
District III
CharlesJulienP.O. Box 2489Reserve, LA 70084985 -479 -2072
District IV
Jaclyn.Hotard1805 :W. Airline Hwy.LaPlace, LA •70068985 -652 -1702
District V
Darnel -C. Usry500 Palm Street
LaPlace, LA 70068985 -653 -8855
District VI
Ronnie Smith
2609 English ColonyLaPlace, LA 70068985- 359 -1935
District WI
Cheryl ,Millet1925 Ridgefield DriLaPlace. LA 70068985-651-9034
ST. JOHN THE BAPTIST PA COUNCILRONNIE SMITH - Chairman CHERYL MILLET - Vice Chair
1801 WEST AIRLINE HIGHWAY
LAPLACE, LOUISIANA 70068985- 652 -1702 • 985 -652 -9569
FAX 985- 652 -1700
Dear Mr. Hubbard:
etOher 16, 20 9 8,
October 16, 2008
Please be advised ofthe following motion, which the St. John the Baptist ParishCouncil adopted at a meeting held on Tuesday, October 14 2008.
Councilman Lee moved and Councilwoman
Millet seconded the motion to grant administrationauthorization to execute an engineeringservices agreement with URSfor services inconnection with the Woodland Drive extension
project The motion passes with CouncilwomanHotard and Councilman Julien absent"
CERTIFICATION
I, Jackie Landeche, Secretary of the SL John the Baptist Parish Council dohereby certify that the above is a true and correct copy ofa motion adopted bysaid body on the 14 day of October, 2008.
ckie Landeche
ouncil SecretarySt John the Baptist Parish Council
