For more information about this site, contact: Lot 2: ± -.77 acres - $575, Mile: Population: 10,000 Median HH Income: $40,700

Transcription

1 Walmart Outparcel For Sale McAllen, TX Store # E. lan Ave. For more information about this site, contact: Lot 2: ± -.77 acres - $575,000 Hank Wright Hollis Bloom (214) hank@hollisbloom.com Other sites available at Demographic Summary 1 Mile: Population: 10,000 Median HH Income: $40,700 3 Mile: Population: 94,800 Median HH Income: $35,100 5 Mile: Population: 237,600 Median HH Income: $33,800 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 SITE NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. 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. 3. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. SEE SPECIFICATION. 4. ALL CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. 5. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 6. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 7. 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. 8. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY A LAND SURVEYOR. 9. TOTAL LAND AREA IS 6.38 ± ACRES. 10. NO WETLANDS WERE PRESENT ON THIS SITE AS INDICATED BY THE LETTER FROM THE U.S. ARMY CORP OF ENGINEERS LETTER. (REFERENCE) 11. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE SITE SPECIFIC SPECIFICATIONS". 12. PYLON SIGNS SHALL BE CONSTRUCTED BY OTHERS. 13. REFER TO ARCH. PLANS FOR SITE LIGHTING ELECTRICAL PLAN. 14. 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 CITY OF MCALLEN REQUIREMENTS FOR SPECIFIC OUTLOT. SITE LEGEND 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. E F G H I 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 35' HEAVY DUTY PAD "LANDING AREA" (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. PEDESTRIAN CROSSWALK. SEE DETAIL SHEET. CART CORRAL TYPICAL. SEE DETAIL SHEET FOR CART CORRAL DETAIL. (SAM'S CART CORRAL LOCATIONS ARE FIXED AND MUST BE CONFIRMED WITH SAM'S MANAGEMENT). 10' X 15' STRIPED AREA PAINTED SYSL/4" AT 2'-0" O.C. AT JIB CRANE LOCATION. SEE ARCH. PLANS. 2' BUFFER FOR CAR OVERHANG - REFERENCE LANDSCAPE BUFFER DETAIL. SEE DETAIL SHEET. 18" CONCRETE CURB AND GUTTER TYPICAL. SEE "BASE BID - ASPHALT PLAN" AND/OR "ALTERNATE A - CONCRETE PLAN" FOR CURB TYPE. SEE DETAIL SHEET. ARROW PAVEMENT MARKINGS TYPICAL. SEE PLAN FOR TYPE. SEE DETAIL SHEET. BUILDING SETBACK LINE PER ZONING ORDINANCE. "NO PARKING FIRE LANE" SIGN. SEE PLAN FOR LOCATION. 2' HD CONCRETE BUFFER FOR LANDSCAPE PROTECTION. SEE DETAIL SHEET. BALE AND PALLET RECYCLING AND ORGANICS BIN AREA (SEE ARCH PLANS) "NO TRUCKS" SIGN. SEE DETAIL SHEET. "TRUCK ROUTE" SIGN. SEE PLAN FOR LOCATION. SITE PLAN J "STOP" SIGN. SEE DETAIL SHEET. ADA STALL, LANDSCAPE ISLAND WALKWAY, & CART CROSSOVER. SEE DETAIL SHEET. TRUCK ROUTE INTERIOR LANDSCAPE ISLAND. SEE DETAIL SHEET. STOP BAR. SEE DETAIL SHEET. K L 6'x6' PAINTED STRIPED AREA CENTERED ON SIPHONIC BREAK STORM MANHOLE. 4" PAINTED SOLID TRAFFIC YELLOW STRIPES 18" 45. SEE DETAIL SHEET. ISOLATION JOINT TYPICAL AT FIXED STRUCTURES (BUILDINGS, RETAINING WALLS/DOCK WALLS, DROP INLETS, MANHOLES, LIGHT POLE BASES AND BOLLARDS). SEE DETAIL SHEET. "DELIVERY TRAFFIC ONLY" SIGN. SEE DETAIL SHEET. 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. PROPOSED CHAIN LINKED FENCE AREA STRIPED AT SWSL/4" AT 2'-0" O.C. GREASE INTERCEPTOR. REFER TO ARCH/MEP PLANS. WALMART PYLON SYGN STORE # McALLEN (E), TEXAS WAL-MART STORES EAST, LP M LIGHT POLE TO BE RELOCATED 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. N Know what's 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. 6120

3 R GRADING NOTES A B C 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 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 4. ALL SIDEWALKS SHALL HAVE A MAXIMUM 2% CROSS SLOPE AND 5% RUNNING SLOPE. 5. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. 6. STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: (SEE MASTER SITE SPECIFICATIONS SECTION FOR ALLOWED MATERIALS. CEC TO LIST SPECIFIC PIPE MATERIALS ON THIS PLAN IF REQUIRED.) 7. EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 8. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT. 9. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 10. 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. 11. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 12. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". 13. 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 WALMART SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION PREVENTION. THIS APPLIES TO WALMART BUILT PROJECTS ONLY. 14. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 15. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 16. 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. 17. 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. 18. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 19. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. D E F G 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, 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 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 MATERIAL SHALL BE OVERLAIN BY A 10 MILS VAPOR BARRIER CONFORMING TO THE ASTM E 1745 CLASS A AND ACI 302. THE BASE AND SLAB SHALL BE SUPPORTED ON AN ENGINEERED PAD CONSISTING OF A MINIMUM OF 3½ FEET OF SELECT FILL MATERIAL OVER 6 FEET OF MOISTURE CONDITIONED ON-SITE SOIL. THE THICKNESS OF SELECT FILL MATERIAL SHALL BE 4 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 35 AND A PLASTICITY INDEX BETWEEN 5 AND 15. 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 1½ FT (THICK) PER EVERY 5,000 SQ FT. ATTERBERG-LIMIT TESTS SHALL BE STAGGERED BETWEEN VARIOUS LIFTS WITHIN EACH 5,000 SQ FT. ON-SITE SOIL THAT IS MOISTURE-CONDITIONED BELOW THE NON-EXPANSIVE 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: GRADING PLAN H 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 A130428) DATED APRIL 29, 2013 (GEOTECHNICAL REPORT IS FOR INFORMATION ONLY AND IS NOT A CONSTRUCTION SPECIFICATION). GEOTECHNICAL ENGINEER ADDRESS IS - aheiman@alphatesting.com Know what's STORE # McALLEN (E), TEXAS WAL-MART STORES EAST, LP 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. 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 Kimley-Horn and Associates, Inc Wickchester Lane, Ste. 500 Houston, TX John Ainsworth (281) (281) Location of Project: Store Type: 800 E. lana Ave, McAllen TX Neighborhood Market Size of the Store: 41,931 SF Store #: Date of this Report: Friday, February 14, 2014 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 244,372 60' 0' 0' 0' 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 McAllen 4. Is a restaurant permitted? Yes 5. Is patio seating permitted? Select Yes/ 6. Is there a restriction prohibiting a drive thru (restaurant, bank, Select Yes/ 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 9

5 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 and/or ordinances? 2. If other, please define: 3. What is the maximum height allowed for the signage? 35 feet (Sec if the McAllen Code of Cordinances) Pylon 4. What is the maximum square footage allowed for the signage? 3 sq ft per linear foot up frontage, up to 300 sq ft (Sec if the McAllen Code of Cordinances) 5. Explain how the square footage is calculated: See above 6. If Other or signage is permitted explain why and give options to change the signage regulations: 7. Is roof signage permitted? Yes 8. What is the maximum size? t specified 9. Are wall logo's and/or signs permitted? Yes 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: PLATTING 1. Is the property (including the outlots/excess land) required to be platted? 1a. If no please explain: The land is already platted. Page 2 of 9

6 2. 1b. If yes, has the plat been recorded? Yes 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 tract has already been platted. lalan Town Center Phase 3A Subdivision of MRHC (The Map of Records of Hidalgo County, Texas) **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? **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! 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: City of McAllen 5. Are sidewalks required on the outlot/excess land? Yes 5a. If yes, what type and size: 5' concrete sidewalk 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? Proposed use of a fast food restaurant 4,000; AM Peak: 140 total trips, PM Peak: 390 total trips 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: Page 3 of 9

7 Water 1. Is water stubbed to the outlot(s)? Yes 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 McAllen 4. What is the size of the water main? 8" 5. What is the normal pressure? 6. Is there a Tap Fee? Yes 7. Is there a Meter Fee? Yes 8. Can the hose bibs & irrigation be on a separate meter? Select Yes/ 9. What is the size of the line required? 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? 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? 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? 4" stub, 8" main City of McAllen 5. Nearest manhole: Lot 1 Rim El Inv.El.Out Page 4 of 9

8 6. Is a grease trap required for a restaurant? Yes 7. Is there a Tap Fee? 8. Are tap fees based on water useage? Yes 9. Is the tap to be made by the city or a 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: Page 5 of 9

9 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? Yes 10. Are catch basins required? Yes 11. Is the storm sewer located in an existing easement? 12. Please add any additional information/comments regarding storm sewer: TxDOT and City of McAllen (main), WM (private) 12" & 18" stubs, 30" main +/- 4.5 ft n/a **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? McColl ROW 2. Is electric stubbed to the excess land? 2a. If not, where is it located? n/a 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? Select Yes/ American Electric Power 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? Select One Page 6 of 9

10 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? 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? Texas Gas Service 5. What type of commitment will the gas company give? 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: 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? Yes 4. Who is responsible for bringing telephone lines to the building? Southwestern Bell 5. Is the telephone located in an existing easement? 6. Please add any additional information/comments regarding telephone: Page 7 of 9

11 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? IBC 2012, IPC 2012, IMC 2012, Internation Fuel Gas Code 2012, IFC 2012, National Electric Code 2011, International Energy Code a. What is the date they were adopted: 2. What is the building permit fee schedule? Sep 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? Yes 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: Yes 3f. Who has the Jurisdiction of solid waste: City of McAllen or 3rd Party Vendors 3g. Is this adequate for Jurisdiction? 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 8 of 9

12 SOILS / ENVIRONMENTAL: 1. Was the outlot(s) rough graded? Yes 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: Modern Geosciences 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? 9/19/2013 Select Yes/ 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: 29,000 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 9 of 9