CIVIL DESIGN IVIL ESIGN P · xCastle Wall xCeltik xCMU xCornerstone xDeltalok xGabions xKeystone...
Transcript of CIVIL DESIGN IVIL ESIGN P · xCastle Wall xCeltik xCMU xCornerstone xDeltalok xGabions xKeystone...
INNOVATIVE
ENGINEERING
SOLUTIONS
©
WEBSITE: WWW.CDP-US.COM
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ADDITIONAL STATES AVAILABE UPON REQUEST
Allan Block Anchor Baskets Boulders Bronco Cast-In-Place Castle Wall Celtik
CMU Cornerstone Deltalok Gabions Keystone Lock & Load London Boulder Magnum Stone
Mesa Natural Stone Rockwood ReCon Redi-Rock Reinforced Slopes Stone Strong Versa-Lok
SYSTEMS AVAILABLE:
ADDITIONAL SYSTEMS AVAILABLE UPON REQUEST
DESIGN SERVICES:
Earth Retaining Structures– PMB (Precast Modular Block) – Crib Walls – H-Piles– MSE (Mechnically Stabilized Earth) – Reinforced Slopes – Natural Stone– SRW (Segmental Retaining Wall) – Gabions – Boulders– Reinforced Concrete – Sheet Piles – Timbers– Slope Bags – T-Wall – Geocells
Reinforcement Methods– Geosynthetics – Soil Nails– Steel Strips – Earth / Rock Anchors
Site Design– Grading / Hydrology – Ponding (Permanent Pool, Infiltration)– Utilities (Storm, Sanitary, etc.) – Stormwater Pollution Prevention Plans– Alternative Stormwater – Wetland Mitigation Management (PICP Tanks, etc.) – Pavements (Flexible, Rigid, Segmental)
Foundation Improvement– Shallow Foundations – Deep Foundations
Structural Design– Precast Concrete – Reinforced Concrete– Barriers & Free Standing Walls – Wood Structures
EDUCATIONAL SERVICES: Contractor Education in Techniques
and Methods (Commercial andResidential)
Manufacturer Sales Teams Education(Systems, Applications, etc.)
Marketing Education (How to workwith Engineers, Architects andDevelopers)
Product/Submittal Reviews (Analysisand Recommendations)
LEGAL CONSULTING: Expert Witness Independent Third Party
PLANNING: Feasibility Report Concept Plans (Site Layout) Preliminary Plans (Earth Retention,
Structural, etc.) Cost Analysis and Life Cycle Costing Quantity Estimates & Engineering
Estimates (Construction Cost Estimate)
PROJECT MANAGEMENT: Project Approvals Product Approvals Project Permitting Project Representation Construction Observation/Inspection
CIVIL DESIGNP R O F E S S I O N A L S
INNOVATIVE ENGINEERING SOLUTIONS 8609 LYNDALE AVENUE SOUTH, SUITE 200 • BLOOMINGTON, MN 55420
PHONE: (952) 303-5312 • FAX: (763) 392-1989 • EMAIL: [email protected]
CIVIL DESIGNP R O F E S S I O N A L S
CONTACTS:Mike Johnson, P.E. – [email protected] Derichs, P.E. – [email protected] Hatten – [email protected]
Ben Daiss – [email protected] McCoy – [email protected] Pearson – [email protected] Schilling – [email protected] Blonigen – [email protected] Derichs – [email protected] McNamara – [email protected]
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ArizonaArkansas
California
Colorado
Connecticut
Delaware
Florida
Georgia
Hawaii
Idaho
Illinois Indiana
Iowa
Kansas Kentucky
Louisiana
Maine
Massachusetts
Michigan
Minnesota
Mississippi
Missouri
Montana
Nebraska
Nevada
New Hampshire
New Mexico
New York
North Carolina
North Dakota
Ohio
Oklahoma
Oregon
Pennsylvania
Rhode Island
South Carolina
South Dakota
Tennessee
Texas
Utah
Vermont
Washington
WestVirginia
Wisconsin
Wyoming
Alabama
Maryland
New Jersey
Virginia
Copyright 2011 - 2014 Civil Design Professionals All Rights Reserved
Quality, Service and Integrity are thetrademark of CDP. Client satisfaction andcost effective designs are our top priorities.
CREATING A HISTORY OF EXCELLENCE ON A FOUNDATION OF EXPERIENCE
Civil Design Professionals is aprofessional engineering firm thattakes pride in our ability to helpclients achieve the results theydesire by providing complete sitesolutions. Whether it's a segmentalretaining wall with a trafficbarrier or a permeablepavement with an undergroundstorm water detention system,CDP will successfully accomplishthe task. Our primary objective isto build lasting relationships byproviding our clients with themost cost effective solutionsavailable in a timely manner.
PROJECT: Midtown Greenway Bike Path
ISSUES: A potential global stability failure and close proximity of buildings limitedexcavation, negating the use of a traditional geogrid reinforced structures for the newbike path in central Minneapolis.
SOLUTION: A sheet piling system along with aunique galvanized aircraft cable to connect a ReConfacing unit, provideing a significant cost savings onthe project over more traditional reinforcedcast-in-place walls.
"The Engineers extensive experience with retainingwall design and their ability to devise state of the artsolutions had a major impacton the success of this project."
Stan Hamilton - CEOReCon Wall Systems
PROJECT: Rapid City Regional Hospital
ISSUES: The existing sandstone hill required blasting to remove material. The projectgeotechnical engineer recommeneded using a very low shear strength for the retainedsandstone. In addition, the local Redi-Rock manufacturere producer had an excess supplyof 41" blocks and preferred to use them.
SOLUTION: We devised a gravity structure bypouring a 96" composite unit in the field, using41" units and the rock excavation to contain theconcrete pour. A drainage composite was placedup the rock excavation to eliminate anddischarge any hydrostatic pressure that coulddevelop at the back of the cast-in-place concrete.
PROJECT: Park System Trail Project
ISSUES: Tall wall heights, a 2H:1V toe slope and fine grain site materials created globalstability issues for this southern trail project.
SOLUTION: Design and installation of the first Redi-Rock Positive Connection (PC)Block. The design utilized gravity and reinforced sections to provide the most costeffective solution. The positive connection met the specification requirements and theaesthetics met the owners desire to match the natural setting.
"We had the opportunity to work with Civil Design Professionals for the first PositiveConnection wall installed with Redi-Rock. The project required a unique design thatfeatured reinforced, gravity and free standing walls that has to meet Department ofTransportation standards. The plans for the project were spot on and enabled the
contractor to install the wall with ease." Irvin Vittitow - Vice President, Redi-Rock of Kentuckiana
2 SIDED CAP BLOCK
24" FREE STANDING TOP
24" FREE STANDING MIDDLE
REINFORCED WALL SECTION(WALL 2 SECTION SHOWN AT 102')
MIRAFI 5XT
1
1
1
1
1
1
1
1
EL = 621.50
EL = 635.00
EL = 641.50
FINISHED GRADE
2.00'SELECT GRANULAR
ONSITE SOIL
2 MIN1
5.1°
8 OZ. FILTERFABRIC (TYP)
11' GEOGRID LENGTH
APPROXIMATE LIMITSOF EXCAVATION
BENCH CUT
SEE NOTE 3
"D"
2'
2'
LOUISVILLELOOP TRAIL
24" X 64" SAND SUBCUTWRAPPED IN FILTER FABRIC(WALL 3 ONLY)
6" PVC DRAINTILE W/SOCK. DAYLIGHT AT END OFWALL OR OUTLET THROUGH FACE OF WALL AT40' O.C. (2% MINIMUM SLOPE)
SUBCUT (SEE NOTE 2)6" X 40" MIN CRUSHED STONE ORUNREINFORCED CONCRETE LEVELING PAD
28" PC BOTTOM BLOCK
28" PC MIDDLE BLOCK
Civil Design Professionals isheadquartered in Minneapolis,Minnesota. We provide professionaldesign and consulting services to blockmanufacturers, retaining wallcompanies, municipalities, engineeringfirms, State TransportationDepartments, developers andcontractors for both commercial andresidential projects.
Civil Design Professionals personnelhave designed in excess of 50 millionsquare feet, for the retaining wallindustry. We have the reputation ofbeing on the forefront of cutting edgedesigns as our industry develops. Ourvast experience enables us to optimizedesigns, creating the greatest costsavings and profit margins for ourclients.
PROJECT: The Foundry
ISSUES: This high profile shopping centerhad its heighest priority on aesthetics. Theowners sought out CDP for a unique walldesign that would separate it distinctlyfrom their competitors. To complicate thedesign, the was partially submerged andneeded to support a 30-foot tall sign.
SOLUTION: The solution included:colored rows, a protruding band of un-splitunits, a series of buttresses to create acolumn effect, and planter beds at the topof the wall. After thorough analysis, astructural pylon was designed to supportthe full load from the 30' sign. The.reinforced zone material below the 100-year high water level consisted of crushed stonewrapped in a geotextile fabric, while the material above that was a suitable structural fill.