1 Mile: Population: 1,800 Median HH Income: $46, Mile: Population: 7,900 Median HH Income: $37,200

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1 FM 90/ East Washington Avenue Walmart Outparcels For Sale Navasota, TX Store #293 Highway 6 and FM 90 Hwy 6 Access Ramp/ Feeder Road N Lot 5 Lot 4 Lot 3 For more information about this site, contact: Lot 3: ±1.00 Acres - $450,000 Lot 4: ±1.07 Acres - $500,000 Lot 5: ±1.07 Acres - $425,000 Ryan Tinch Hollis Bloom (214) ryan@hollisbloom.com Demographic Summary 1 Mile: Population: 1,800 Median HH Income: $46,600 Other sites available at 3 Mile: Population: 7,900 Median HH Income: $37,200 5 Mile: Population: 9,000 Median HH Income: $38,800 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 R A B C D E F G H I NORTH SITE ANALYSIS TABLE WALMART 122,511 S.F. PARKING (ASSOCIATES AND CUSTOMER) 475 SPACES ACCESSIBLE 15 SPACES TOTAL PARKING 400 SPACES RATIO 4.0/1,000 S.F. CART CORRAL 12 CORRALS / 24 SPACES *PARKING SPACES OBSTRUCTED BY CART CORRALS ARE NOT INCLUDED IN OVERALL PARKING RATIO. *MEDIAN AGE = 40 LIGHT LEGEND SYMBOL QTY DESCRIPTION 1 2-EASA5F4F5579CBLCKD2F 39FT POLE ON 3FT BASE 3 1-EASA5F4L5579CBLCKD2F/1-EASA5F4R5579CBLCKD2F 39FT POLE ON 3FT BASE 8 1-EASA5D2F5579CBLCKD2F 39FT POLE ON 3FT BASE 2 1-EASA5F2F5579CBLCKD2F 39FT POLE ON 3FT BASE 2 1-EASA5F4F5579CBLCKD2F 39FT POLE ON 3FT BASE 3 1-EASA5S5N5579CBLCKD2F 39FT POLE ON 3FT BASE 8 2-EASA5J5N5579CBLCKD2F 39FT POLE ON 3FT BASE SITE NOTES LEGEND 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL APPLICABLE AGENCY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE SITE SPECIFIC SPECIFICATIONS". 3. PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL APPLY FOR AND SECURE ALL NECESSARY PERMITS AND AUTHORIZATIONS FROM THE AGENCIES HAVING JURISDICTION. 6. IF ANY EXISTING IMPROVEMENTS TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A SET OF AS-BUILT PLANS FOR THE WORK PERFORMED ON AND OFF SITE. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL PROVIDE AS-BUILT PLANS IDENTIFYING ALL DEVIATIONS OR VARIATIONS FROM THE ORIGINAL CONSTRUCTION PLANS TO THE CEC. 8. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 9. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. SEE SPECIFICATION. 10. ALL CURBED RADII ARE TO BE 10' AND 2' UNLESS OTHERWISE NOTED. 11. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 12. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 14. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY A LAND SURVEYOR. 15. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE SITE SPECIFIC SPECIFICATIONS". 16. REFER TO ARCH. PLANS FOR SITE LIGHTING ELECTRICAL PLAN. 17. PRIOR TO PLACING PAVEMENT, CONTRACTOR SHALL FIELD VERIFY THAT ACCESSIBLE PARKING, LOADING AND PATHWAYS COMPLY WITH THE CURRENT TEXAS ACCESSIBILITY STANDARDS. IN NO CASE SHALL SIDEWALK OR PATHWAY CROSS SLOPE EXCEED 2% OR A RUNNING SLOPE OF 5%. ACCESSIBLE PARKING AND LOADING AREAS SHALL NOT EXCEED 2% IN ANY DIRECTION. NOTIFY CEC IMMEDIATELY OF ANY DISCREPANCIES. 18. 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. SWSL/4" - SINGLE WHITE SOLID LINE / 4" WIDE SYSL/4" - SINGLE YELLOW SOLID LINE / 4" WIDE DYSL/4" - DOUBLE YELLOW SOLID LINE / 4" WIDE EACH SYSL/10" - SINGLE YELLOW SOLID LINE / 10" WIDE SWDL/4" - SINGLE WHITE DASHED LINE / 4" WIDE SBYL/4" - SINGLE BROKEN YELLOW LINE / 4" WIDE SWSL/24" - SINGLE WHITE SOLID LINE / 24" WIDE SITE LEGEND PROPOSED BUILDING PROPOSED CURB AND GUTTER PROPOSED PARKING SPACES SYSL/4" ASSOCIATE PARKING SPACES SWSL/4" CART CORRAL WALMART PROPERTY LINE OUTPARCEL LINE PROPOSED LIGHT POLE HEAVY DUTY ASPHALT PAVEMENT: SEE "PAVEMENT PLAN FOR MATERIALS AND DETAILS STANDARD DUTY PAVEMENT: SEE "PAVEMENT PLAN FOR MATERIALS AND DETAILS HEAVY DUTY CONCRETE PAVEMENT: SEE "PAVEMENT PLAN FOR MATERIALS AND DETAILS ARCHITECTURAL APRON SEE ARCH. PLANS CONCRETE SIDEWALK 6" WIDE FIRE LANE STRIPING PAINTED TRAFFIC RED W/ "NO PARKING FIRE LANE" PAINTED WITH 4" HIGH WHITE LETTERING AT 25' O.C. SEE DETAIL SHEET. AREA STRIPED AT SYSL/4" AT 2'-0" O.C. PEDESTRIAN CROSSWALK WITH 6" WIDE PAINTED WHITE STRIPING PARALLEL TO DIRECTION OF TRAFFIC AT 2'-0" O.C. AND (1)-8" WHITE STRIPE PERPENDICULAR ON BOTH ENDS UNLESS NOTED OTHERWISE. SEE SITE PLAN FOR DIMENSIONS. PEDESTRIAN CROSSING SIGN TYPICAL AT PEDESTRIAN CROSSWALKS AS NOTED ON PLANS. "YIELD" PAINTED WHITE ON PAVEMENT TYPICAL. SEE DETAIL SHEET. CONCRETE JOINTING AND FILLERS TO BE COMPLETED PER DETAIL (TYPICAL OF ALL EXTERIOR CONCRETE EXCLUSIVE OF ARCHITECTURAL CONCRETE). EXIT PORCH. SEE ARCHITECTURAL PLANS FOR EXACT SIZE, LOCATION FOR STOOPS, STAIRS AND/OR RAMPS THAT MAY BE REQUIRED. RAMP PAVEMENT FLUSH WITH THE TOP OF STOOP. 6" Ø PIPE BOLLARD TYPICAL UNLESS NOTED OTHERWISE. SEE DETAIL SHEET. AT GRADE OVERHEAD DOOR LOCATION. SEE ARCHITECTURAL PLANS FOR EXACT SIZE AND LOCATION FOR COORDINATION WITH CIVIL PLANS. 4" WIDE x 130' LONG YELLOW PAINTED TRUCK ALIGNMENT STRIPES TYPICAL. 16' X 42' CONCRETE COMPACTOR PAD AND 16' X 42' HEAVY DUTY PAD (ORIENT FOR TRUCK LOADING). REFER TO ARCHITECTURAL PLAN FOR EXACT LOCATION AND SLOPE. CONCRETE TRANSFORMER PAD. CONTRACTOR TO COORDINATE WITH LOCAL POWER COMPANY FOR DETAILS. ACCESSIBLE PARKING SPACE TYPICAL. SEE DETAIL SHEET FOR ACCESSIBLE PARKING SPACE SIZE, SIGN AND SYMBOL ("VAN"-INDICATES VAN ACCESSIBLE SPACE). PAINTED ISLAND TYPICAL UNLESS NOTED OTHERWISE. STRIPES SHALL BE PAINTED SYSL/4" AT 2'-0" O.C. PERPENDICULAR TO THE PARKING SPACE. SEE DETAIL SHEET. 8'-0" WIDE PEDESTRIAN CROSSWALK. SEE DETAIL SHEET. CART CORRAL TYPICAL. SEE DETAIL SHEET FOR CART CORRAL DETAIL. 10' X 15' STRIPED AREA PAINTED SYSL/4" AT 2'-0" O.C. AT JIB CRANE LOCATION. SEE ARCH. PLANS. SITE PLAN J NOT USED 18" CONCRETE CURB AND GUTTER TYPICAL. SEE "PAVEMENT PLAN" FOR CURB TYPE AND DETAILS ARROW PAVEMENT MARKINGS TYPICAL. SEE PLAN FOR TYPE. SEE DETAIL SHEET. BUILDING SETBACK LINE PER ZONING ORDINANCE. K L M N BENCHMARK ELEVATIONS SHOWN HEREON ARE BASED ON CITY OF NAVASOTA BENCHMARK NUMBER 26, A RAILROAD SPIKE IN POWERPOLE AT THE SOUTHWEST CORNER OF CLEVELAND AND SCHUMACHER. ELEVATION OF FEET. T.B.M. NO. 1 = SET IRON ROD WITH CAP STAMPED "TERRA SURVEYING" SET APPROXIMATELY 55 FEET SOUTH OF ENTRANCE LOCATED AT THE MOST NORTHERLY CORNER OF SUBJECT TRACT. ELEVATION OF FEET. T.B.M. NO. 2 = SET IRON ROD WITH CAP STAMPED "TERRA SURVEYING" SET 45 FEET NORTHEAST OF POWERPOLE AND 16 FEET SOUTHWEST OF FENCELINE, INSIDE GULF STATES UTILITY EASEMENT AS SHOWN HEREON. ELEVATION OF FEET. Know what's TEXAS ONE CALL SYSTEM (@ least 72 hours prior to digging) 1. THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR THIS ISSUE. 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. 2. 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. "NO PARKING FIRE LANE" SIGN. SEE PLAN FOR LOCATION. NOT USED NOT USED "NO TRUCK" SIGN. SEE DETAIL SHEET. "TRUCK ROUTE" SIGN. SEE PLAN FOR LOCATION "STOP" SIGN. SEE DETAIL SHEET. TRUCKWELL SCREENWALL. SEE ARCHITECTURAL PLANS HIGH TRAFFIC AREA END CAP ISLAND. SEE DETAIL SHEET. INTERIOR LANDSCAPE ISLAND. SEE DETAIL SHEET. STOP BAR. SEE DETAIL SHEET. COMPACTOR SCREENWALL. SEE ARCHITECTURAL PLANS ISOLATION JOINT TYPICAL AT FIXED STRUCTURES (BUILDINGS, RETAINING WALLS/DOCK WALLS, DROP INLETS, MANHOLES, LIGHT POLE BASES AND BOLLARDS). SEE DETAIL SHEET. NOT USED ACCESSIBLE "SITE ARRIVAL POINT". SEE PLAN FOR LOCATION AND LIMITS. 6' LONG STRIPE WITH 18" GAPS - TYPICAL. OPTIONAL MOVEMENT LANE CONTROL SIGN. SEE DIRECTION INDICATED AT SYMBOL. SEE DETAIL SHEET. ADVANCED INTERSECTION LANE CONTROL SIGN. SEE DIRECTION INDICATED AT SYMBOL. SEE DETAIL SHEET. "DELIVERY TRAFFIC ONLY" SIGN. SEE DETAIL SHEET. "DO NOT ENTER" SIGN. SEE PLAN FOR LOCATION STORE # NAVASOTA, TX WAL-MART REAL ESTATE BUSINESS TRUST 6120

3 R A B LEGEND GRADING NOTES 1. PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL PROJECT BENCHMARKS AND EXISTING SITE TOPOGRAPHY AND NOTIFY CEC OF ANY WALMART PROPERTY LINE DISCREPANCIES. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY PREPARED BY A REGISTERED LAND SURVEYOR. IF THE CONTRACTOR DOES OUTPARCEL PROPERTY LINE 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 EXISTING CONTOUR REVIEW. 2. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ANY EXISTING UTILITIES ONSITE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY, UNLESS PROPOSED CONTOUR OTHERWISE NOTED. 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR PROPOSED TOP OF BANK 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 PROPOSED EARTHEN CHANNEL AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST PROPOSED CURB INLET 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. PROPOSED LANDSCAPE/GRATE INLET 4. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 5. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT. 6. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. PROPOSED STORM MANHOLE 7. 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 PROPOSED SLOPE DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND THE WALMART SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION PREVENTION. PROPOSED SPOT GRADE 8. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 9. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL MATCH EXISTING NATURAL AND PAVED AREAS AND ENSURE THERE ARE NO AREAS OF PONDING. PRIOR TO PLACING PAVEMENT, NOTIFY CEC OF ANY DISCREPANCIES IDENTIFIED IN TOP OF CURB THE FIELD. 10. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL TOP OF PAVEMENT SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED. TOP OF GRATE TOP OF WALL C BOTTOM OF WALL FOUNDATION SUBSURFACE PREPARATION BASE BID FOUNDATION SUBSURFACE PREPARATION CROSS SECTION FOUNDATION SUBSURFACE PREPARATION (N.T.S.) CONCRETE BUILDING SLAB (SEE ARCH. PLANS) D E F G WALMART # NAVASOTA, TX 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 FT 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, EXTERIOR GARDEN CENTER, PORCHES, RAMPS, STOOPS, TRUCK WELLS/DOCKS, COMPACTOR PAD, MONUMENT SIGN, PLANTERS, BALE AND PALLET RECYCLING 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 4 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 BASE MATERIAL SHALL BE FREE OF ANY ASPHALT OR VOLATILE ORGANIC MATERIAL. 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. THE BASE AND SLAB SHALL BE SUPPORTED ON AN ENGINEERED PAD CONSISTING OF A MINIMUM OF 6 FEET OF SELECT FILL MATERIAL. THE THICKNESS OF SELECT FILL MATERIAL SHALL BE 6 1/2 FEET IN AREAS THAT DO NOT INCLUDE THE BASE (UNDER APPURTENANCES AND OUTSIDE THE BUILDING PERIMETER). SELECT FILL MATERIAL SHALL NOT EXTEND BEYOND 5 FEET OF THE BUILDING PERIMETER AND/OR APPURTENANCES. THE SELECT FILL MATERIAL SHALL BE NON EXPANSIVE MATERIAL WITH A LIQUID LIMIT LESS THAN 40 AND A PLASTICITY INDEX BETWEEN 10 AND 20. THE SELECT FILL MATERIAL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8 INCHES IN THICKNESS. SELECT FILL MATERIAL 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 FILL MATERIAL 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 FILL MATERIAL 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 1 1/2 FT (THICK) PER EVERY 5,000 SQ FT. ATTERBERG LIMIT TESTS SHALL BE STAGGERED BETWEEN VARIOUS LIFTS WITHIN EACH 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 20 MAX 40 MAX BUILDING AREA, SELECT FILL, BASE TO 6 FEET 20 MAX 40 MAX BUILDING AREA, BELOW 6 FEET: GENERAL FILL 4" FLEXIBLE BASE (RECYCLED CRUSHED CONCRETE) TxDOT ITEM 247, TYPE D, GRADE 1 OR 2 6' MINIMUM SUBBASE MATERIAL (SELECT, NON-EXPANSIVE SOIL) NATURAL SOILS GRADING PLAN (1 OF 3) H I THE FOUNDATION SYSTEM SHALL BE SHALLOW FOOTINGS. 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 H130392) DATED JUNE 10, 2013 (GEOTECHNICAL REPORT IS FOR INFORMATION ONLY AND IS NOT A CONSTRUCTION SPECIFICATION). BENCHMARK ELEVATIONS SHOWN HEREON ARE BASED ON CITY OF NAVASOTA BENCHMARK NUMBER 26, A RAILROAD SPIKE IN POWERPOLE AT THE SOUTHWEST CORNER OF CLEVELAND AND SCHUMACHER. ELEVATION OF FEET. T.B.M. NO. 1 = SET IRON ROD WITH CAP STAMPED "TERRA SURVEYING" SET APPROXIMATELY 55 FEET SOUTH OF ENTRANCE LOCATED AT THE MOST NORTHERLY CORNER OF SUBJECT TRACT. ELEVATION OF FEET. T.B.M. NO. 2 = SET IRON ROD WITH CAP STAMPED "TERRA SURVEYING" SET 45 FEET NORTHEAST OF POWERPOLE AND 16 FEET SOUTHWEST OF FENCELINE, INSIDE GULF STATES UTILITY EASEMENT AS SHOWN HEREON. ELEVATION OF FEET. 1. THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR THIS ISSUE. 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. STORE # NAVASOTA, TX WAL-MART REAL ESTATE BUSINESS TRUST Know what's TEXAS ONE CALL SYSTEM (@ least 72 hours prior to digging) 2. 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. 6130

4 R A B LEGEND GRADING NOTES 1. PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL PROJECT BENCHMARKS AND EXISTING SITE TOPOGRAPHY AND NOTIFY CEC OF ANY WALMART PROPERTY LINE DISCREPANCIES. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY PREPARED BY A REGISTERED LAND SURVEYOR. IF THE CONTRACTOR DOES OUTPARCEL PROPERTY LINE 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 EXISTING CONTOUR REVIEW. 2. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ANY EXISTING UTILITIES ONSITE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY, UNLESS PROPOSED CONTOUR OTHERWISE NOTED. 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR PROPOSED TOP OF BANK 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 PROPOSED EARTHEN CHANNEL AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST PROPOSED CURB INLET 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. PROPOSED LANDSCAPE/GRATE INLET 4. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 5. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT. 6. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. PROPOSED STORM MANHOLE 7. 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 PROPOSED SLOPE DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND THE WALMART SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION PREVENTION. PROPOSED SPOT GRADE 8. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 9. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL MATCH EXISTING NATURAL AND PAVED AREAS AND ENSURE THERE ARE NO AREAS OF PONDING. PRIOR TO PLACING PAVEMENT, NOTIFY CEC OF ANY DISCREPANCIES IDENTIFIED IN TOP OF CURB THE FIELD. 10. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL TOP OF PAVEMENT SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED. TOP OF GRATE C TOP OF WALL BOTTOM OF WALL NOTE REFER TO RETAINING WALL NOTES AND DETAILS (SW 1 & SW 2) FOR ADDITIONAL INFORMATION. D E F GRADING PLAN (2 OF 3) G H BENCHMARK ELEVATIONS SHOWN HEREON ARE BASED ON CITY OF NAVASOTA BENCHMARK NUMBER 26, A RAILROAD SPIKE IN POWERPOLE AT THE SOUTHWEST CORNER OF CLEVELAND AND SCHUMACHER. ELEVATION OF FEET. T.B.M. NO. 1 = SET IRON ROD WITH CAP STAMPED "TERRA SURVEYING" SET APPROXIMATELY 55 FEET SOUTH OF ENTRANCE LOCATED AT THE MOST NORTHERLY CORNER OF SUBJECT TRACT. ELEVATION OF FEET. T.B.M. NO. 2 = SET IRON ROD WITH CAP STAMPED "TERRA SURVEYING" SET 45 FEET NORTHEAST OF POWERPOLE AND 16 FEET SOUTHWEST OF FENCELINE, INSIDE GULF STATES UTILITY EASEMENT AS SHOWN HEREON. ELEVATION OF FEET. STORE # NAVASOTA, TX WAL-MART REAL ESTATE BUSINESS TRUST I 1. THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR THIS ISSUE. 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. Know what's TEXAS ONE CALL SYSTEM (@ least 72 hours prior to digging) 2. 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. 6131

5 R A B C LEGEND GRADING NOTES 1. PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL PROJECT BENCHMARKS AND EXISTING SITE TOPOGRAPHY AND NOTIFY CEC OF ANY WALMART PROPERTY LINE DISCREPANCIES. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY PREPARED BY A REGISTERED LAND SURVEYOR. IF THE CONTRACTOR DOES OUTPARCEL PROPERTY LINE 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 EXISTING CONTOUR REVIEW. 2. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ANY EXISTING UTILITIES ONSITE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY, UNLESS PROPOSED CONTOUR OTHERWISE NOTED. 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR PROPOSED TOP OF BANK 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 PROPOSED EARTHEN CHANNEL AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST PROPOSED CURB INLET 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. PROPOSED LANDSCAPE/GRATE INLET 4. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 5. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT. 6. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. PROPOSED STORM MANHOLE 7. 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 PROPOSED SLOPE DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND THE WALMART SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION PREVENTION. PROPOSED SPOT GRADE 8. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 9. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL MATCH EXISTING NATURAL AND PAVED AREAS AND ENSURE THERE ARE NO AREAS OF PONDING. PRIOR TO PLACING PAVEMENT, NOTIFY CEC OF ANY DISCREPANCIES IDENTIFIED IN TOP OF CURB THE FIELD. 10. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL TOP OF PAVEMENT SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED. TOP OF GRATE TOP OF WALL BOTTOM OF WALL D E F GRADING PLAN (3 OF 3) G H BENCHMARK ELEVATIONS SHOWN HEREON ARE BASED ON CITY OF NAVASOTA BENCHMARK NUMBER 26, A RAILROAD SPIKE IN POWERPOLE AT THE SOUTHWEST CORNER OF CLEVELAND AND SCHUMACHER. ELEVATION OF FEET. T.B.M. NO. 1 = SET IRON ROD WITH CAP STAMPED "TERRA SURVEYING" SET APPROXIMATELY 55 FEET SOUTH OF ENTRANCE LOCATED AT THE MOST NORTHERLY CORNER OF SUBJECT TRACT. ELEVATION OF FEET. T.B.M. NO. 2 = SET IRON ROD WITH CAP STAMPED "TERRA SURVEYING" SET 45 FEET NORTHEAST OF POWERPOLE AND 16 FEET SOUTHWEST OF FENCELINE, INSIDE GULF STATES UTILITY EASEMENT AS SHOWN HEREON. ELEVATION OF FEET. STORE # NAVASOTA, TX WAL-MART REAL ESTATE BUSINESS TRUST I 1. THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR THIS ISSUE. 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. Know what's TEXAS ONE CALL SYSTEM (@ least 72 hours prior to digging) 2. 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. 6132

6 Kimley-Horn and Associates, Inc Wickchester Lane, Suite 500 Houston, TX Steven Freeman P.E. (281) (281) Location of Project: Store Type: Size of the Store: Navasota, Texas Supercenter 122 Proto Store #: 293 Date of this Report: Friday, August 28, 2009 OUTLOT/EXCESS LAND SETBACKS ZONING Minimum building setbacks for each property Current zoning Size Square Lot # Lot (in Acres) footage Front Left Side Right Side Back Zoning Lot 1Lot AC 43,560 25' 7' 7' 0' B-1 General Business Lot 2Lot AC 43,124 25' 7' 7' 0' B-1 General Business Lot 3Lot AC 46,609 25' 7' 7' 0' B-1 General Business Lot 4Lot AC 46,609 25' 7' 7' 0' B-1 General Business ZONING 1. Is there an Overlay District, PUD, etc. that impacts the development of the outlot/excess land? 2. If yes, please describe: 3. What Jurisdiction is the property in? City of Navasota 4. Is a restaurant permitted? Yes 5. Is patio seating permitted? Yes 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

7 2. Is the City or County's parking requirement greater than Wal-Mart's If Yes, what is the requirement? Restaurant Retail SIGNAGE: 1. What type of signage is allowed for the outlots per local codes Monument and/or ordinances? 2. If other, please define: 3. What is the maximum height allowed for the signage? Monument - 10 feet Pole feet Wall - 1 foot below top of building 4. What is the maximum square footage allowed for the signage? Monument - 50 sf Pole sf Wall sf 5. Explain how the square footage is calculated: The area of a sign is the area enclosed by the minimum imaginary rectangle or vertical and horizontal lines that fully contains all extremities exclusive of supports. 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? 9. Are wall logo's and/or signs permitted? Yes 10. Is Neon signage permitted? Select Yes/ 11. How long is the variance process for outlot signage and what is required? Application with fee and copy of deed, then a public hearing before Planning Commission. 12. Describe all reviews, hearings, variances and general requirements known at this time: Building permit review for signage; if denied appeal may be filed. Variance process outlined in #11 above. Page 2 of 10

8 PLATTING 1. Is the property (including the outlots/excess land) required to be platted? 1a. If no please explain: Yes 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 plat will be recorded after closing by Walmart. **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? 4a. If yes, please describe along with the timeframe and location: TxDOT and City of Navasota **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! 5. Are sidewalks required on the outlot/excess land? Yes 5a. If yes, what type and size: 6. Was a traffic study performed for the overall project? Yes 6a. If yes, was the outlot(s)/excess land included? Yes 6b. What was the estimated traffic count, peak hour trips, total trips, proposed use, etc. for each parcel? Lot 2 Gas (6 Pump) AM: 31 PM: 121 Daily: 1,011 Lot 3 Shopping Center (~11,000 SF) AM: 24 PM: 28 Daily: 465 Lot 4 Shopping Center (~11,000 SF) AM: 24 PM: 28 Daily: 465 Lot 5 Shopping Center (~11,000 SF) AM: 24 PM: 28 Daily: 465 Page 3 of 10

9 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: UTILITIES: Water 1. Is water stubbed to the outlot(s)? Yes 1a. If not, where is it located? Stubs to Lot 4&5; Lots 2&3 separate taps SH Is water stubbed to the excess land? 2a. If not, where is it located? 3. Who has Jurisdiction of the water line? City of Navasota 4. What is the size of the water main? 6" Stubs; 10" Main 5. What is the normal pressure? Residual 50 psig; Static 55 psig 6. Is there a Tap Fee? Yes 7. Is there a Meter Fee? 8. Can the hose bibs & irrigation be on a separate meter? Yes 9. What is the size of the line required? TBD based on proposed development 10. Are backflow preventer valves required for fire sprinkler lines? Yes 11. Is the water line located in an existing easement? 12. Is there a current moratorium or a chance for one in the future? 13. Please add any additional information/comments regarding water: Sanitary Sewer 1. Is sanitary sewer stubbed to the outlot(s)? Yes 1a. If not, where is it located? 2. Is sanitary sewer stubbed to the excess land? Stubs-Lot 4&5;Lot 2&3 separate connect SH 90 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? 8" Stubs; 8" Line City of Navasota 5. Nearest manhole: Lot 2 Rim El Inv.El.Out 271 Page 4 of 10

10 Lot 3 Rim El Inv.El.Out 271 Lot 4 Rim El Inv.El.Out Lot 5 Rim El Inv.El.Out Page 5 of 10

11 6. Is a grease trap required for a restaurant? Yes 7. Is there a Tap Fee? Yes 8. Are tap fees based on water useage? 9. Is the tap to be made by the city or a local plumber? Local Plumber 10. Are there any special assessments? 11. Is there a current moratorium or a chance for one in the future? 12. Is the sanitary sewer line located in an existing easement? Yes 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? Yes 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: Storm is stubbed to Lots 2&3; Lots 4&5 can outfall to ditch along SH 6 Page 6 of 10

12 4. Has Wal-Mart's detention facility been sized to accept the Yes 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? TxDOT and City of Navasota 7. What is the size of the storm sewer? 18" 8. What is the depth? 6.5' 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: **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? SH 6 and SH 90 ROW 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? 3 phase 6. What is the wire? 7. Who has Jurisdiction of the electricity? MidSouth Electric(Entergy lines in the area also) 8. Is underground service required? 8a. If yes, will the power company bring conduit and wire to the transformer and/or building? 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 Select One 9. Is the primary service connected to the existing transformer? 9a. Are there any service charges or connection fees? Yes 9b. What is the cost? TBD based on proposed development Page 7 of 10

13 10. Is the electric located in an existing easement? Yes 11. Please add any additional information/comments regarding electric: Gas 1. Is gas stubbed to the outlot? 1a. If not, where is it located? Along SH 6 and SH 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? City of Navasota 5. What type of commitment will the gas company give? Will serve letter 6. Will the gas company bring the line to the building? Yes 6a. What is the estimated cost to do so? 6b. What is the size of the gas line? 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? Yes 7. Is the gas located in an existing easement? 8. Please add any additional information/comments regarding gas: gas serving WM Telephone 1. Is telephone stubbed to the outlot? 1a. If not, where is it located? SH 6 and SH Is telephone stubbed to the excess land? 2a. If not, where is it located? 3. Is under ground service required? Yes 4. Who is responsible for bringing telephone lines to the building? CenturyLink 5. Is the telephone located in an existing easement? 6. Please add any additional information/comments regarding telephone: Page 8 of 10

14 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? City of Navasota code 1a. What is the date they were adopted: 2. What is the building permit fee schedule? City of Navasota code 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: 3. What type of solid waste disposal is permitted? 3a. Compaction: Yes 3b. Bulk pick up: Yes 3c. Front loader: Yes 3d. Side loader: Yes 3e. Rear loader: 3f. Who has the Jurisdiction of solid waste: 3g. Is this adequate for Jurisdiction? City of Navasota Yes 3h. Is a drain required in the trash area? 3i. Are hot and cold water hose bibs required in the trash area? **te: Wal-Mart requires a masonry trash enclosure for compactor, dumpster. Page 9 of 10

15 SOILS / ENVIRONMENTAL: 1. Was the outlot(s) rough graded? Yes 2. Was it compacted to Wal-Mart standard specifications? Select Yes/ 3. Was the excess land rough graded, if applicable? 4. Was it compacted to Wal-Mart's specs? Select Yes/ 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? Terracon Consultants, Inc. 6/14/2013 Select Yes/ 3d. If yes, was the contamination remediated as part of the overall project? Select Yes/ 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: 8,809 for total development 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: Parking is not allowed in the 50' Pipeline easement that effects Outlots 4 & 5 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