Interstate 35 West. Lot 2. 1 Mile Population: 4,100 Median HH Income: $53, Mile Population: 47,800 Median HH Income: $56,100

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1 Walmart Outparcels For Sale Burleson, TX Store # rth Burleson Boulevard McCall Street Interstate 35 West Lot 2 Lot 3 State Highway 174 For more information about this site, contact: Hank Wright SRS Real Estate P Hank.wright@srsre.com Other sites available at Lot 2: ±1.29 Acres - $625,000 Lot 3: ±3.42 Acres (±2.6 Acres Usable) - $650,000 Demographic Summary 1 Mile Population: 4,100 Median HH Income: $53,200 3 Mile Population: 47,800 Median HH Income: $56,100 5 Mile Population: 82,900 Median HH Income: $55,900 The information above has been obtained from sources believed reliable. While we do not doubt its accuracy, we have not verified it and make no guarantee, warranty or representation about it. It is your responsibility to independently confirm its accuracy and completeness.

2 Scale: Designed by: Drawn by: Checked by: Date: Project. SHEET AS SHOWN STW KKB KSG APRIL LEGEND W SS FOR REVIEW ONLY Engineer KEVIN S. GASKEY P.E Date 04/02/ OVERALL SITE PLAN STORE # LCR-136-TL INTERSTATE HIGHWAY 35 BURLESON, TEXAS OHE UGT DIG TESS DIG-TESS (@ least 72 hours prior to digging) PROPERTY LINE BUILDING SETBACK LINE PROPOSED EASEMENT FIRE LANE SCREENING WALL RETAINING WALL SIDEWALK TYPE "B" INTEGRAL CONCRETE CURB CART CORRAL PARKING SPACES SYSL / 4" PROPOSED STORM DRAINAGE LINE EXISTING WATER LINE EXISTING SEWER LINE EXISTING STORM SEWER LINE EXISTING OVERHEAD ELECTRIC LINE EXISTING UNDERGROUND TELEPHONE LINE EXISTING UNDERGROUND ELECTRIC LINE ARCHITECTURAL APRON HEAVY DUTY CONCRETE PROPOSED SITE ANALYSIS PARKING SAM'S CLUB ACCESSIBLE UGE CART CORRALS* 538 SPACES 138,445 S.F. 16 SPACES 23 SPACES TOTAL PARKING 554 SPACES * RATIO 4.00/1,000 S.F. SAM'S CLUB AREA AC. TOTAL LAND AREA AC. * PARKING RATIO DOES NOT INCLUDE CART CORRAL SPACES. * CITY OF BURLESON REQUIRES 462 PARKING SPACES. C-03

3 Engineer P.E.. FOR REVIEW ONLY Date A B 2012 C UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE DRAWINGS AND/OR SPECIFICATIONS, THE LIMITS OF THIS SUBSURFACE PREPARATION ARE CONSIDERED TO BE THAT PORTION OF THE SITE DIRECTLY BENEATH AND 5 FEET BEYOND THE BUILDING AND APPURTENANCES. APPURTENANCES ARE THOSE ITEMS ATTACHED TO THE BUILDING PROPER (REFER TO DRAWING SHEET SP1), TYPICALLY INCLUDING, BUT NOT LIMITED TO, THE BUILDING SIDEWALKS, PORCHES, RAMPS, STOOPS, TRUCK WELLS/DOCKS, COMPACTOR PAD, MONUMENT SIGN, PLANTERS, BALE AND PALLET AREA,ETC. THE BASE, WHERE REQUIRED, DOES NOT EXTEND BEYOND THE LIMITS OF THE ACTUAL BUILDING AND THE APPURTENANCES. ESTABLISH THE FINAL SUBGRADE ELEVATION TO ALLOW FOR THE CONCRETE SLAB AND BASE. REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR REQUIRED SLAB THICKNESS. THE 6-INCH THICK BASE MATERIAL SHALL CONFORM TO TEXAS DOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, SECTION 247 FLEXIBLE BASE, GRADE 1 WITH MINIMUM 88% RETAINED ON 200 SIEVE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ACCURATE MEASUREMENTS FOR ALL CUT AND FILL DEPTHS REQUIRED. ANY PROPOSED EQUIVALENT ALTERNATIVE BASE MATERIAL MUST BE SUBMITTED FOR APPROVAL WITHIN 30 DAYS AFTER AWARD OF CONTRACT. ANY EQUIVALENT ALTERNATIVE SHALL ONLY BE USED IF APPROVED IN WRITING BY THE CEC AND AOR. D THE BASE AND SLAB SHALL BE SUPPORTED ON AN ENGINEERED PAD CONSISTING OF A MINIMUM 2 FEET OF NON-EXPANSIVE FILL MATERIAL (SELECT FILL OR FLEXIBLE BASE) OVER EITHER 10 FEET OF MOISTURE CONDITIONED ON-SITE SOIL OR TO THE TOP OF SHALY LIMESTONE, WHICH EVER OCCURS FIRST. THE THICKNESS OF NON-EXPANSIVE FILL SHALL BE FEET IN AREAS THAT DO NOT INCLUDE THE BASE (UNDER APPURTENANCES AND OUTSIDE THE BUILDING PERIMETER). NON-EXPANSIVE FILL MATERIAL SHALL NOT EXTEND BEYOND 5 FEET OF THE BUILDING PERIMETER AND/OR APPURTENANCES. IT IS NOT NECESSARY TO REMOVE LIMESTONE TO INSTALL THE NON-EXPANSIVE FILL AND MOISTURE CONDITIONED ON-SITE SOIL. E THE SELECT FILL SHALL BE NON-EXPANSIVE MATERIAL WITH A LIQUID LIMIT LESS THAN 35 AND A PLASTICITY INDEX BETWEEN 5 AND 15. THE SELECT, NON-EXPANSIVE FILL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8 INCHES IN THICKNESS. SELECT, NON-EXPANSIVE FILL SHALL BE COMPACTED TO A MINIMUM OF 98 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) AT A MOISTURE CONTENT WITHIN 1 PERCENTAGE POINT BELOW TO 3 PERCENTAGE POINTS ABOVE OPTIMUM. (NOTE: THE PLASTICITY INDEX AND LIQUID LIMIT OF MATERIAL USED AS SELECT, NON-EXPANSIVE FILL SHALL BE VERIFIED DURING FILL PLACEMENT USING LABORATORY TESTS. VISUAL OBSERVATION AND CLASSIFICATION SHALL NOT BE RELIED UPON TO CONFIRM THE MATERIAL TO BE USED AS SELECT, NON-EXPANSIVE FILL SATISFIES THE ABOVE ATTERBERG-LIMIT CRITERIA.). ATTERBERG-LIMITS TESTS TO VERIFY THE SELECT, NON-EXPANSIVE FILL SHALL BE PERFORMED AT A FREQUENCY OF AT LEAST ONE TEST PER EVERY 2 FT (THICK) PER EVERY 5,000 SQ FT. ATTERBERG-LIMIT TESTS SHALL BE STAGGERED BETWEEN VARIOUS LIFTS WITHIN EACH 5,000 SQ FT. KEVIN S. GASKEY /02/2013 F G FLEXIBLE BASE USED AS NON-EXPANSIVE MATERIAL SHALL CONSIST OF TXDOT STANDARD SPECIFICATIONS ITEM 247, TYPE A OR D, GRADE 1 OR 2. THE FLEXIBLE BASE NON-EXPANSIVE FILL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8 INCHES IN THICKNESS. THE MATERIAL SHALL BE COMPACTED TO A MINIMUM 98 PERCENT OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) AND WITHIN 3 PERCENTAGE POINTS OF THE MATERIAL'S OPTIMUM MOISTURE CONTENT. ON-SITE SOIL THAT IS MOISTURE-CONDITIONED BELOW THE SELECT FILL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8 INCHES IN THICKNESS. MOISTURE-CONDITIONED SOIL SHALL BE COMPACTED TO 93 TO 97 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) AT A MOISTURE CONTENT OF AT LEAST 5 PERCENTAGE POINTS ABOVE OPTIMUM. FREE SWELL OF THE IMPROVED MATERIAL SHALL BE VERIFIED AT A FREQUENCY OF AT LEAST ONE SWELL TEST PER EVERY 3 FT (THICK) PER EVERY 5,000 SQ FT. EXISTING FOUNDATIONS, SLABS, PAVEMENTS, AND BELOW-GRADE STRUCTURES SHALL BE REMOVED FROM THE BUILDING AREA. REMOVE SURFACE VEGETATION, TOPSOIL, ROOT SYSTEMS, ORGANIC MATERIAL, EXISTING FILL, AND SOFT OR OTHERWISE UNSUITABLE MATERIAL FROM THE BUILDING AREA. PROOFROLL EXPOSED SOIL SUBGRADE. REMOVE AND REPLACE UNSUITABLE AREAS WITH SUITABLE MATERIAL. SUBGRADE MATERIAL SHALL BE FREE OF ORGANIC AND OTHER DELETERIOUS MATERIALS AND SHALL MEET THE FOLLOWING REQUIREMENTS: LOCATION WITH RESPECT TO FINAL GRADE P.I. L.L. BUILDING AREA, BASE 12 MAX 35 MAX BUILDING AREA, SELECT FILL, BASE TO 2 FT 15 MAX 35 MAX BUILDING AREA, BELOW 2 FT: MOISUTRE CONDITIONED SITE SOILS STORE # LCR-136-TL INTERSTATE HIGHWAY 35 BURLESON, TEXAS THE FOUNDATION SYSTEM SHALL BE DRILLED, STRAIGHT SHAFT PIERS. H THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE WORK SPECIFICATION. IN CASE OF CONFLICT, INFORMATION COVERED IN THIS PREPARATION SHALL TAKE PRECEDENCE OVER THE WALMART SPECIFICATIONS. REFER TO THE SPECIFICATIONS FOR SPECIFIC INFORMATION NOT COVERED IN THIS PREPARATION. THIS INFORMATION WAS TAKEN FROM A GEOTECHNICAL REPORT PREPARED BY ALPHA TESTING, INC., (ALPHA REPORT G121828) DATED FEBRUARY 5, 2013 (GEOTECHNICAL REPORT IS FOR INFORMATION ONLY AND IS NOT A CONSTRUCTION SPECIFICATION). GEOTECHNICAL ENGINEER ADDRESS IS - I J K GRADING NOTES 1. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 3. ALL CUT OR FILL SLOPES SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE NOTED. 4. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT. 5. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. GRADING PLAN L ALERT TO CONTRACTOR ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR THE OUTLOT. WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO THE SPECIFIC PARCEL AT ALL TIMES AFTER MILESTONE DATE. PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND SWPPP REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. DEWATERING NOTE WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO MASTER SITE SPECIFICATIONS. BENCHMARKS BM#1 BOX WITH X-CUT ON TOP OF CURB ON EAST SIDE OF I-35W ACCESS ROAD ADJACENT TO NORTHWEST PROPERTY CORNER OF SUBJECT TRACT. ELEVATION. = ' BM#2 BOX WITH X-CUT ON A STONE RETAINING WALL, +/- 400' EAST OF NORTHWEST PROPERTY CORNER OF SUBJECT TRACT 4"+/- NORTH OF NORTH PROPERTY LINE OF SUBJECT TRACT. ELEVATION. = ' BM#3 BOX WITH X-CUT ON TOP OF CURB +/- 175' NORTH OF SOUTHWEST PROPERTY CORNER OF SUBJECT TRACT ON EAST SIDE ACCESS ROAD OF I-35W. ELEVATION = ' LEGEND DIG TESS DIG-TESS (@ least 72 hours prior to digging) 6. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 7. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED ARES SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". 8. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND THE WAL-MART SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION PREVENTION. THIS APPLIES TO WAL-MART BUILT PROJECTS ONLY. 9. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 10. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 11. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 12. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED. 13. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 14. SPOT ELEVATIONS SHOWN ARE TO TOP OF PAVING SURFACE OR FINISHED EARTH GRADE. UNLESS NOTED OTHERWISE. WHERE APPLICABLE ADD 0.50' TO SPOT GRADES SHOWN FOR TOP OF CURB ELEVATIONS. 15. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. AS SHOWN Scale: Designed by: STW Drawn by: KKB Checked by: KSG Date: APRIL 2013 Project SHEET C-13

4 Kimley-Horn and Associates, Inc Merit Drive, Suite 1000 Dallas, TX Kevin Gaskey, P.E. (972) (972) Location of Project: Store Type: Size of the Store: Burleson, TX Sam's Club 136 Proto Store #: Date of this Report: Wednesday, May 15, 2013 OUTLOT/EXCESS LAND SETBACKS ZONING Minimum building setbacks for each property Current zoning Size Square Lot # Front Left Side Right Side Back Zoning Lot (in Acres) footage Lot 1Lot AC 50,660 50' 20' 20' 20' Commercial - C Lot 2Lot AC 149,062 50' 20' 20' 20' Commercial - C ZONING 1. Is there an Overlay District, PUD, etc. that impacts the development of the outlot/excess land? 2. If yes, please describe: I-35 Overlay district 3. What Jurisdiction is the property in? City of Burleson 4. Is a restaurant permitted? 5. Is patio seating permitted? 6. Is there a restriction prohibiting a drive thru (restaurant, bank, etc.)? 7. Please add any additional information/comments that impact the outlot/excess land regarding zoning: PARKING REQUIREMENTS: 1. Wal-Mart's required parking ratio: Restaurant 15 / 1,000 Retail 5 / 1,000 Page 1 of 10

5 2. Is the City or County's parking requirement greater than Wal-Mart's If, what is the requirement? Restaurant Retail SIGNAGE: 1. What type of signage is allowed for the outlots per local codes and/or ordinances? 2. If other, please define: Other Pole sign, pylon sign, or monument sign 3. What is the maximum height allowed for the signage? Pole sign: 70 feet, Pylon sign: 70 feet, Monument sign: max 8 feet for single tenant, max 12 feet for multitenant 4. What is the maximum square footage allowed for the signage? Pole sign: 300 SF, Pylon sign: 300 SF, Monument sign: 300 SF for single tenant, 400 SF for multi-tenant 5. Explain how the square footage is calculated: The are of the smallest rectangle enclosing the extreme limits of characters, lettering, illustrations ornamentations, or other rixtures, material or color forming part of the sign. Gross surface area shall be measured on one side only of a two-faced (back to back) sign carrying the same image and message on both faces. Two-faced signs carrying different messages and images shall be considered separate signs. 6. If Other or signage is permitted explain why and give options to change the signage regulations: 7. Is roof signage permitted? 8. What is the maximum size? 30% of the area of the building elevation to which it is attached 9. Are wall logo's and/or signs permitted? 10. Is Neon signage permitted? 11. How long is the variance process for outlot signage and what is required? 12. Describe all reviews, hearings, variances and general requirements known at this time: Page 2 of 10

6 PLATTING 1. Is the property (including the outlots/excess land) required to be platted? 1a. If no please explain: 2. 1b. If yes, has the plat been recorded? 1c. What is the book, page or volume? 1d. What was the date it was recorded? If the property has not been platted, please describe the process including who is responsible for the platting and timeframe for completion. The Final Plat will go to City Council for approval on June 17, **te: If platting is not required, a metes and bounds legal description for each parcel should be forwarded to the respective Wal-Mart Land Development Manager as soon as possible. STREET/HIGHWAY ACCESS AND TRAFFIC STUDY: 1. Who has Jurisdiction on this site? 2. Will the Jurisdiction allow direct access and/or curbcuts to the main street or highway? 3. If there is a concrete median in front of the property, will the Jurisdiction allow it to be cut? 4. Are there any future highway/street improvements anticipated that would impact the outlot/excess land? City of Burleson and TxDOT **te: Wal-Mart does not typically allow purchaser's direct access and/or curbcuts to the main street or highway. Access to the outlot/excess land is granted through the Wal-Mart access drive! 4a. If yes, please describe along with the timeframe and location: The extension of Stone Road (by Freese & Nichols) will be built prior to construction completion of this project. It will be the main access point for Lot 3. Expected completion date: June Are sidewalks required on the outlot/excess land? 5a. If yes, what type and size: Sidewalks along TxDOT facilities shall be 5 feet wide and located 4 feet off the right-of-way line 6. Was a traffic study performed for the overall project? 6a. If yes, was the outlot(s)/excess land included? 6b. What was the estimated traffic count, peak hour trips, total trips, proposed use, etc. for each parcel? Traffic count: 440 AM and 917 PM, Peak Hour Trips: 382 AM and 1090 AM and 997 PM, Total Trips: 1359, Proposed Use: Commercial Retail (All parcels included in provided data) Page 3 of 10

7 6c. Will an additional traffic study be required for each purchaser? 6d. If yes, please explain why and any requirements including applicable timeframes: 6e. Does the traffic study, trips, etc. have an expiration date? 6f. If yes, please provide the expiration date and any other important information: Per City of Burleson requirements UTILITIES: Water 1. Is water stubbed to the outlot(s)? 1a. If not, where is it located? 2. Is water stubbed to the excess land? 2a. If not, where is it located? 3. Who has Jurisdiction of the water line? City of Burleson 4. What is the size of the water main? 12-inch and 8-inch 5. What is the normal pressure? Static Pressure = psig 6. Is there a Tap Fee? 7. Is there a Meter Fee? 8. Can the hose bibs & irrigation be on a separate meter? Select / 9. What is the size of the line required? 8" for commercial 10. Are backflow preventer valves required for fire sprinkler lines? 11. Is the water line located in an existing easement? 12. Is there a current moratorium or a chance for one in the future? Select / 13. Please add any additional information/comments regarding water: Sanitary Sewer 1. Is sanitary sewer stubbed to the outlot(s)? 1a. If not, where is it located? 2. Is sanitary sewer stubbed to the excess land? 2a. If not, where is it located? 3. What is the size of the sewer line? 4. Who has the Jurisdiction of the sanitary sewer line? 6-inch and 8-inch City of Burleson 5. Nearest manhole: Lot 2 Rim El Inv.El.Out Page 4 of 10

8 Lot 3 Rim El Inv.El.Out Page 5 of 10

9 6. Is a grease trap required for a restaurant? 7. Is there a Tap Fee? 8. Are tap fees based on water useage? 9. Is the tap to be made by the city or a local plumber? Plumber 10. Are there any special assessments? 11. Is there a current moratorium or a chance for one in the future? Select / 12. Is the sanitary sewer line located in an existing easement? Select / 13. If sanitary sewer is not available, can a septic system be used? 13a. What type? 13b. Additional Comments: 14. Can the septic field be paved over? 15. Has a percolation test been performed? 15a. When? 15b. What were the results? (1' in 30 minutes is required for a restaurant) 15c. If the test did not meet the above requirements, what are the alternative solutions? **te: Purchaser is responsible to perform their own percolation test on the outlot/excess land if a septic system is required. 16. Please add any additional information/comments regarding sanitary sewer: Storm Sewer: 1. Is storm sewer stubbed to the outlot? 2. Is storm sewer stubbed to the excess land? 3. If not, please explain how the storm sewer drainage will be addressed for each outlot/excess land: Page 6 of 10

10 4. Has Wal-Mart's detention facility been sized to accept the drainage? 5. Is the Wal-Mart detention pond encroaching on or included within the outlot/excess land property line? 6. Who has the Jurisdiction of the storm sewer? 7. What is the size of the storm sewer? 8. What is the depth? 9. What is the tap fee? 10. Are catch basins required? 11. Is the storm sewer located in an existing easement? 12. Please add any additional information/comments regarding storm sewer: City of Burleson 18-inch to 66-inch 4-ft min **te: Purchaser will have to comply fully with any federal, state or local laws, regulations, ordinances, permits or other authorizations or approvals or other requirements relating to storm water discharges or the control or erosion or sediment discharges from construction projects, including but not limited to the Clean Water Act, 33 U.S.C et seq., and the Storm Water General Permit for Discharges associated with Construction Activities (collectively the Storm Water Requirements ) including without limitation preparing a Storm Water Pollution Prevention Plan (if applicable) to avoid negatively impacting any erosion or sediment controls during earth-disturbing activities, if any. Electric 1. Is electric stubbed to the outlot? 1a. If not, where is it located? 2. Is electric stubbed to the excess land? 2a. If not, where is it located? 3. Is it overhead or underground? Overhead 4. What is the voltage? 5. What is the phase? 6. What is the wire? 7. Who has Jurisdiction of the electricity? 8. Is underground service required? 8a. If yes, will the power company bring conduit and wire to the transformer and/or building? ROW / utility easement Oncor Electric Contractor is responsible for conduit, pullstring and pull boxes. Power company will provide wire. 8b. Is there a standard cost per LF for the installation? 8c. Transformer location: 8d. Can the outlot/excess land be serviced with either a pole mounted or pad mounted transformer 9. Is the primary service connected to the existing transformer? 9a. Are there any service charges or connection fees? 9b. What is the cost? Page 7 of 10 Allowance based on usage Select One

11 10. Is the electric located in an existing easement? 11. Please add any additional information/comments regarding electric: Gas 1. Is gas stubbed to the outlot? 1a. If not, where is it located? ROW / easement 2. Is gas stubbed to the excess land? 2a. If not, where is it located? 3. What is the maximum amount available? 4. Who has Jurisdiction of the gas line? Atmos Energy 5. What type of commitment will the gas company give? 6. Will the gas company bring the line to the building? 6a. What is the estimated cost to do so? At developer's expense - cost TBD 6b. What is the size of the gas line? 3" 6c. What is the pressure of the gas line? 6d. What is the BTU/CF rating? 6e. What is the specific gravity? 6f. Is a meter fee required? 7. Is the gas located in an existing easement? 8. Please add any additional information/comments regarding gas: Telephone 1. Is telephone stubbed to the outlot? 1a. If not, where is it located? 2. Is telephone stubbed to the excess land? 2a. If not, where is it located? 3. Is under ground service required? 4. Who is responsible for bringing telephone lines to the building? 5. Is the telephone located in an existing easement? 6. ROW / easement Contractor and AT&T Please add any additional information/comments regarding telephone: Contractor is responsible for conduit, pull string and pull boxes. AT&T will provide line. Page 8 of 10

12 FEES: 1. Are there any unusually expensive fees or assessments relating to the future development of this property? 2. If yes, please describe in detail and attach a schedule if available: BUILDING CODES: 1. What are the building codes by which the architectural plans must comply with on the outlot/excess land? See City of Burleson current guidelines 1a. What is the date they were adopted: 2. What is the building permit fee schedule? 3. Is the outlot/excess land located in a fire zone or district? 4. Are there any special fire department requirements in addition to standard plans? SITE / LANDSCAPING: 1. Is there a landscaping ordinance in place? 2. Is there any special lighting requirements? 2a. If yes, please describe: Fully shielded and full cut off light fixtures are required for: street, sidewalk and path lighting, parking lots, public spaces, billboards, display areas, and building facades, overhangs and canopies. Directional lights may illuminate signs, flagpoles and architectural features so long as they illuminate only the intended specific object and do not shine into neighboring properties. 3. What type of solid waste disposal is permitted? 3a. Compaction: Select / 3b. Bulk pick up: Select / 3c. Front loader: 3d. Side loader: Select / 3e. Rear loader: Select / 3f. Who has the Jurisdiction of solid waste: 3g. Is this adequate for Jurisdiction? Select / 3h. Is a drain required in the trash area? 3i. Are hot and cold water hose bibs required in the trash area? City of Burleson **te: Wal-Mart requires a masonry trash enclosure for compactor, dumpster. Page 9 of 10

13 SOILS / ENVIRONMENTAL: 1. Was the outlot(s) rough graded? 2. Was it compacted to Wal-Mart standard specifications? 3. Was the excess land rough graded, if applicable? 4. Was it compacted to Wal-Mart's specs? 5. Did the Phase 1 Environmental report indicate contamination? 3a. Report prepared by: 3b. Dated: 3c. If yes, was the contamination located in close proximity to or within the outlot/excess land? 3d. If yes, was the contamination remediated as part of the overall project? Kleinfelder 25-Jan-13 Select / Select / 3e. Please provide any additional information/comments regarding the contamination: 6. Is any portion of the outlot/excess land located in a flood plan and/or wetland area? 6a. If yes, please describe: TRAFFIC: 1. Average Daily Traffic: IH 35W NB Ramp vpd IH 35W FR vpd v.p.d. (year) Civil Consultant: Please add any information and/or comments that you can think impact the development and/or title of the outlot/excess land: The purpose of this "Fact Sheet" is to provide general information regarding the subject property. It is the prospective purchaser's obligation to perform the necessary due diligence to insure that the property is capable of meeting the intended use. CONTACTS: The last page should be all local contacts (from your cover sheet) Page 10 of 10