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Project CrimsonMarch 1, 2006
Sarah GraceCade Harrelson
Cochrane JamisonLibby Probst
Justin Williams
3/01/06 REC Preliminary Presentation for Project Crimson
2
Overview
Layout of SiteSpecifics of each aspect of the layout
Technical AspectsClearing and Grading the SiteRoad and Railroad Cross SectionsParking Lot Cross SectionsRailroad Spur SpecificsBuilding
3/01/06 REC Preliminary Presentation for Project Crimson
3
Overview (continued)
Technical Aspects (continued)Water DistributionStorm Water Sewer DesignCulvert
Results and RecommendationsAmount of Grading RequiredWater Demand Recommendations
Questions
Facility Overview
Industrial Manufacturing FacilityImport/Export docking for trucks and railcarsStorage trailers and rail carsSecure, gated facilityEmployee parking lot separate from truck parking areaAccessible from east and west side of siteFire protection to requested standardsWater/Sewage services
3/01/06
Building Layout
Total Size:500,000 ft2
Office Side: 94500 ft2 of available office space
Train Docks: Located on East Side
Truck Docks:Located on West Side
7
Employee Parking
425 Regular Spaces 10 Handicap SpacesLot Size: 706’ x 236.5’
Shortest Walking Distance: 36’Furthest Walking Distance: 376’
8
Trailer Parking
West Lot23 Spaces368 ft long
North Lot27 Spaces426 ft long
•Minimum Available Turning Radius: 50’
•Space Dimensions: 14’W x 54’D
Truck Docking
Import Export Docks2 Docks – accommodates 12 trucks per dock
DimensionsDock Height – 4’Length of dock – 162.5’Each Truck Space
8.5’ wide 5.5’ space in between trucks
3/01/06 REC Preliminary Presentation for Project Crimson
10
Railroad Spur
Comes onto Project Crimson’s property at north-west cornerTwo spurs run parallel to east side of building
Loading and unloading for 3 cars at a timeStorage for 12 rail cars
Dock Dimensions180 feet long14 feet wide
“Rail King” will move cars
3/01/06 REC Preliminary Presentation for Project Crimson
11
Access Roads
Access site by Boone Boulevard and Industrial Park DriveThree lanes at each entrance for two driving lanes and one turning lane12 feet wide lanesDesigned for truck traffic and passenger carsCul-de-sac provided for truck turn around
3/01/06 REC Preliminary Presentation for Project Crimson
12
Fire Access
Fire access on three sides of the buildingAccess by vehicle around three full sides of the buildingFire zones will be shown with painted markings
3/01/06 REC Preliminary Presentation for Project Crimson
14
Clearing the Site
Must remove1.5 feet of topsoilTrees and unwanted materialOther debris and/or trash on siteLarge boulders or fill material hidden underneath the surface
3/01/06 REC Preliminary Presentation for Project Crimson
15
Grading the Site
GradingAll areas to be built on must be graded to desired elevationMust grade back to the original terrain at property lineGrading will be done to ensure runoff away from building
3/01/06 REC Preliminary Presentation for Project Crimson
16
Road and Railroad Cross SectionsRoadway – Traffic Class 3
Railroad
3/01/06 17
Parking Lot Pavement Cross Sections
Truck Parking Area – Traffic Class 3
Passenger Car Parking Area – Traffic Class 2
3/01/06 REC Preliminary Presentation for Project Crimson
18
Railroad Spur
Old spur will have to be moved 145 feetNew spur branches off at north-west corner of siteRadius of spur is 575 feet115 Pound Dudley Rail to be usedFollows KCS Guidelines
3/01/06 REC Preliminary Presentation for Project Crimson
19
Industrial Building
Set above the 100-year flood plane at 154 feetFire Protection to be provided500,000 square feet with a maximum of 94,500 square feet for office space
Meets requirements24 truck docks3 Loading docks and doors for rail carsParking for 200 employees per shiftStorage for 12 rail cars and 50 trailers
3/01/06 REC Preliminary Presentation for Project Crimson
20
Water Distribution
RequiredMin. pressure of 75 psiSuitable pressure and supply for a fire situation
Available12” Pipe Delivery provides 49.4 psiOther pipe systems were tried
3/01/06 REC Preliminary Presentation for Project Crimson
21
Storm Water Sewer System
Will be designed in final phase of the designCan carry the runoff for a 100-year flood eventDetention Pond to store 100-year flood event runoffGravity flow to detention pond
3/01/06 REC Preliminary Presentation for Project Crimson
22
Culverts
Will be designed in final phase of projectWill be located at every crossing of a creek
3 road crossings1 railroad crossing
Will be designed for a 25-year flood event
3/01/06 REC Preliminary Presentation for Project Crimson
24
Results and Recommendations Grading
Rough Totals for Preliminary Report
Cut=39,230 yd3
Fill=171,470yd3
Total=132240 yd3 Fill
Will change with final phase of the projectThis is a lot of fill, however, the cut from the detention pond will account for some of it.
Total Amount of Cut and Fill
39,230
171,470
132,240 Cut
Fill
Total
3/01/06 REC Preliminary Presentation for Project Crimson
25
Results and Recommendations Water Demand
Water demand is higher than amount providedWater Pressure Needed = 75 psiWater Pressure Available = 49.4 psiThis does not account for the fire demand that will also be needed.
Possible SolutionsStorage Tank System- Elevated or GroundWater Pump
Booster Pump Fire-Service Pump
3/01/06 REC Preliminary Presentation for Project Crimson
26
Questions?
Concerns about the Layout?Concerns about the Design?Possible Ideas to Better the Design?Comments?