Survey &Site Planning

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1 CONTENTS See more about MWY on our website: www. Like us on Facebook Survey Boundary Topographic Right-of-Way Easements Hydraulic Site Planning Model- School Sites Office Complexes Municipal Facilities Wetlands Survey &Site Planning

2 MWY SURVEY AND MAPPING SERVICES Key staff members of McGoodwin Williams & Yates have conducted and managed, a wide variety of both engineering and land surveying projects over the life of the firm, including engineering field surveys, site surveys, GPS, existing facility surveys and all aspects necessary to complete the project. Rights-Of-Way and Easements - MWY has extensive experience in determining project right-of-way requirements and preparing legal descriptions for all types of municipal improvements. We have managed right-of-way acquisition on numerous major projects in Northwest Arkansas and throughout the state. Equipment MWY utilizes both Global Positioning and conventional total station electronic surveying equipment complete with field data recorders. Data collected in the field can be entered directly into computer software within minutes so analysis, design, and generation of CAD drawings can begin immediately without manual processing of field data. Our surveyors are trained in the use of the State Plane Coordinate System and are equipped with "Astro- Rhomb" software for quick, accurate determination of azimuth from solar observations. They are skilled in the use of global positioning equipment for topographic, route and control surveys for mapping projects. They are equipped with Trimble R8GNSS units, Trimble Pro XRS Mapping Grade GPS Unit, a trimble S6 RRobotic Total Station, a Sokkia Set 3 total station, Sokkia Optical Level, laptop computers for field use and an Olympus Camedia D580 digital camera. Digital Base Mapping - MWY maintains digital based zoning maps for several municipalities. These maps are easily updated or rescaled using computer aided drafting software and ArcView G.I.S. Software. EXAMPLES: City of Batesville, Existing Sewer Manhole Mapping - In 2009 our survey team mapped all existing sewer manholes in the city of Batesville using our Trimble Pro XRS Mapping Grade GPS unit. The total number of manholes was approximately City of Batesville, GPS Control Network - In 2001, our survey team established a GPS Control Network that covers the entire city of Batesville, Arkansas. NGS monuments were utilized in establishing the control network. Since 2001 all surveying for projects in Batesville have been on one coordinate system, which enables all projects to be referenced to each other in real-world positions. This control network covers approximately 40 square miles; and has been used for various types of projects including new water and sewer lines, water and sewer treatment plant improvements, and utility relocation projects. REFERENCE: Mr. Damon Johnson, P.E., City Engineer City of Batesville, Arkansas 500 Main Street Batesville, AR (870)

3 SITE DEVELOPMENT, SPRINGDALE SCHOOLS MWY HAS PROVIDED SITE DEVELOPMENT FOR OVER 15 SCHOOLS Springdale School District Springdale, Arkansas COMPLETED: As needed Gary Compton, ED.D Assistant Superintendent for Special Services 804 West Johnson Ave. Springdale, AR (479) MWY has performed site development services and survey for most new construction and renovations for the Springdale School District in recent years. In addition, MWY has performed design for adjacent infrastructure improvements to support the schools including streets, signalization, utilities relocation, drainage, wastewater improvements and other amenities. Projects included the following schools: Springdale School of Innovation Springdale High School Bull Dog Stadium 2014 Har-Ber High Athletic Park 2013 Hylton Junior High School 2013 Sonora Middle School 2011 Sonora Elementary School 2010 Central Junior High 2009 Parson Hills Elementary 2009 Westwood Elementary 2009 Springdale High School 2007 Central Junior High School 2006 Elmdale Elementary School 2006 Springdale Pre-K 2006 Monitor Road Elementary School 2006 Shaw Elementary School 2005 Turnbow Elementary School 2004 Jones Elementary Improvements 2003 Hunt Elementary School 2003 Har-Ber High School and Hellstern Middle School 2003 Bayyari Elementary School 2002 George Junior High School 2002

4 HYLTON ROAD JUNIOR HIGH SCHOOL SITE DEVELOPMENT MWY performed site development design services for the Hylton Road Junior High School. Springdale School District Springdale, Arkansas COMPLETED: 2013 Gary Compton, ED.D Assistant Superintendent for Special Services 804 West Johnson Ave. Springdale, AR (479) The scope of the projects included utility relocation/extensions, parking, widening of Hylton Road, and extensive drainage improvements including a large detention pond. The project required a significant amount of coordination with city officials, as well as nearby landowners. In addition, a separate project brought off-site utilities, including water and sewer, to the school site.

5 HAR-BER HIGH & HELLSTERN MIDDLE SCHOOLS PHASED CONSTRUCTION Athletic Facility Parking and Access Drive (2012) Springdale School District Springdale, Arkansas Gary Compton, ED.D Assistant Superintendent for Special Services 804 West Johnson Ave. Springdale, AR (479) MWY recently completed design services for an access roadway and a parking lot to serve the Har-Ber High Athletic Facilities. The parking lot will accommodate 125 vehicles, including athletic team buses. Special attention was given to large bus turning radii in the parking lot and drive. Site Improvements for Har-Ber High and Hellstern Middle (2003) MWY performed site development design services for the Har-Ber High School and Adjacent Hellstern Middle School. The scope of the projects included utility relocation/extensions, parking, widening of Hylton Road, and extensive drainage improvements including a large detention pond. The project required a significant amount of coordination with city officials, as well as nearby landowners. In Addition, the site was master-planned to make sure that the utilities and infrastructure constructed in the first phase would accommodate and serve future expansions.

6 SONORA ELEMENTARY and MIDDLE SCHOOLS SITE DEVELOPMENT MWY performed site development services for Sonora Elementary School and the Sonora Middle School. The scope of work included utility relocation/extensions, parking, widening and signalization of Sonora Road and Highway 412, and extensive drainage improvements including a large detention pond. Springdale School District Springdale, Arkansas COMPLETED: 2011, 2012 Gary Compton, ED.D Assistant Superintendent for Special Services 804 West Johnson Ave. Springdale, AR (479) The project required a significant amount of coordination with city, county, and Arkansas State Highway and Transportation Department (AHTD) officials, as well as nearby landowners. Among the highlights of this design is the capability of on-site wastewater handling facilities designed by MWY engineers.

7 SPRINGDALE HIGH SCHOOL SITE DEVELOPMENT MWY performed site development services for the renovations and additions to the Springdale High School. Springdale School District Springdale, Arkansas COMPLETED: 2010 Gary Compton, ED.D Assistant Superintendent for Special Services 804 West Johnson Ave. Springdale, AR (479) The school originally was separated into a north campus and south campus by Emma Street. This project required the closing of Emma Street to allow for an addition that connected the two campuses. The street closure included numerous utility relocations in close proximity of the existing structures on the site. The utility relocations included but were not limited to water, sanitary sewer and storm drainage. The storm drainage relocation required special consideration due to the unique challenges that were present with the existing topography and the locations of the new addition.

8 Pi Kappa Alpha Fraternity House CIVIL SITE DESIGN, CONTRACT PREPARATION AND CONSTRUCTION SERVICES MWY provided the Civil and Site design for the new Pi Kappa Alpha Fraternity house on the University of Arkansas campus. In coordination with Cyntergy AEC of Tulsa, OK, the Architect of Record for this project, MWY provided the site and civil design services. University of Arkansas COST: $6.5 Million COMPLETED: Under Construction Bob Beeler, Director of Design & Construction Services These services included preparation and submission of planning documents for the city of Fayetteville planning and permitting requirements, grading and drainage design, utility relocation and coordination, pavement design, and retaining wall and additional structural design outside of the building envelope. In addition, MWY provided assistance to Cyntergy AEC in contract document preparation and review with the University Planning and Facilities Management staff. During the on-going construction phase, MWY has provided construction services for the U of A, including site surveys and construction staking, submittal review, change order preparation, and local coordination with utility providers and municipal infrastructure connections.

9 Beaver Water District COST: (Site development $1.65 million) Cost of total project including the 14,000 sq. ft. administration building. Opinion of Probable Cost: $4,500,000 Construction Bid: $4,562,000 Final Construction Cost: $4,471,818 COMPLETED: June 2009 Alan Fortenberry, P.E. Chief Executive Officer 301 N. Primrose Road Lowell, AR AWARDS: ACEC/A 2010 Grand Conceptor Award Winner Part of overall 10 acre site design and 14,000 square foot administration center. LEED GOLD certified site & structure & Fully commissioned project STORMWATER MANAGEMENT GREEN SITE RESULTS IN SUPERB DRAINAGE - COST SAVINGS Stormwater management for the new 10-acre Beaver Water District site focused on the recycling and conservation of water and landscape. As such, MWY incorporated both innovative and timetested techniques to create a showcase for stormwater management and sustainable design. The overall approach/goal was to slow water down as it drained and reduce concentrated flows to a minimum. Infiltration/Bioretention basins are the key component of this design. Five basins were constructed into which heavy volumes of stormwater runoff is directed and can be stored for up to three days before being discharged into the receiving stream. The infiltration basin is typically formed by digging a large hole and constructing a small perforated discharge pipe that will allow for drainage. These pipes are generally six inches in diameter. The use of small diameter piping represents significant savings over the use of large diameter concrete stormwater piping. Above and below the perforated pipe, crushed stone is placed to allow for water to both enter the discharge piping and infiltrate as much water as possible into the soils. By maximizing the infiltration, every chance possible is provided to replenish groundwater supplies and maintain soil moisture. An additional benefit occurs in the layer of gravel as the water is filtered. Pervious concrete parking and walkways also allows for water to enter the system and eliminates direct runoff during rain events.

10 WOOLSEY WET PRAIRIE MITIGATION SETS PRECEDENT FOR WETLAND MITIGATION City of Fayetteville, Arkansas COMPLETED: 2009 Water & Sewer Division 113 W. Mountain Street AWARDS: 2009 ENVY Award finalist 2009 Governors Corporate Conservationist of the Year via the Arkansas Wildlife Federation Certified Wildlife Habitat As an extension of the design of the Fayetteville, Arkansas Westside Wastewater Treatment Plant completed by McGoodwin, Williams, and Yates, MWY also provided site planning and design services for the 28-acre Woolsey Wetland Sanctuary mitigation project. Environmental aspects of this project were completed by Environmental Consulting Operations, Inc. of Benton, Arkansas. MWY completed land surveys to develop drawings with sixinch contour lines; mitigation site layout and hydrological engineering design features, including the installation of water level control structures; and development of a hydrobudget model. Hydrological modifications were made by construction of earthen berms using spoils generated from construction of the wastewater plant to create a mix of habitats such as wet meadow wetlands, marsh and open water habitat, and forested wetlands. The wetlands area has since been expanded to encompass 46 acres and has since been recognized by the National Wildlife Federation as a certified national wildlife habitat.

11 HAR-BER MEADOWS COMMUNITY SITE DEVELOPMENT MWY PROVIDES MULTIPLE SERVICES FOR 450-ACRE SITE Har-Ber Meadows encompasses approximately 450 acres west of Springdale, Arkansas. The goal was to create a "village type" community, including residential units and also commercial establishments as well as neighborhood parks, bike paths, and small lakes. Parcels for other types of community uses such as a church, an elementary school, a daycare center and a community center were also reserved. MWY was responsible for professional engineering advice and overall coordination of the project; design of water, sewer, street and drainage facilities; platting of the phases of the development; coordination of photogrammetry and geotechnical engineering services; boundary and topographic surveys, and other assistance as requested by the owner.

12 MWY JONES CENTER FOR FAMILIES SITE DESIGN FOR 34-ACREA MULTI-USE FACILITY MWY provided site planning for the Jones Center Complex in Springdale, situated on a 34-acrea campuslike setting. (MWY did not design the building in this instance.) The project required the planning and design of the typical infrastructure improvements of access drives, parking areas, water and wastewater facilities, storm drainage, area lighting and sidewalks all integrated into a non-typical intensely landscaped setting. Site planning involved creating a pleasant outside environment among access and parking facilities for over 750 vehicles. All design elements were arranged in spaces with sufficient allocation to allow for heavy landscaping to minimize the impact of both parked and moving vehicles on the site. A stormwater drainage system was designed to improve the safety and comfort of pedestrians during periods of rainfall.