MURTI 701, LLC ZONING C-2 SIGNAL CONTROL BOX ' EXISTING CONCRETE PAD EXISTING SIDEWALK N/F SJ & SW ENTERPRISES, LLC DB 6004, PG 7

Transcription

1 JAMES STREET 50' R/W WIDTH 220.0' DOCK WELL ' 25.0' 11.0' CART STORAGE 18.0' TYP ' 18.0' 25.0' 18.0' 18.0' 25.0' 18.0' 18.0' 25.0' 18.0' 18.0' 25.0' 18.0' 18.0' 25.0' 18.0' 54.01' ' N. HOUSTON ROAD 84' R/W WIDTH R A B C D LEGEND SITE NOTES ELLIOT PROPERTY MANAGMENT, LLC ZONING R-4 T&A PARTNERS, LLP ZONING R-4 STOP SIGN AIR STATION R25.0' DSYL/4" R15.0' R45.0' R20.0' R25.0' 16.0' 16.0' 10.0' ' NO PARKING SIGN R15.0' 10' R=20.0' 6" CI WATER LINE (CITY) GREEN STREET 80' R/W WIDTH IPS POB OUTLOT ' BACK OF EXIST. SIDEWALK RUNS ALONG R/W LINE R25.0' SIGNAL CONTROL BOX SPEED LIMIT SIGN 52.6' 24.0' R=23.3 R=10.0' R=20.0' 30.0' LANDSCAPED ISLAND R25.0' SUNTRUST BANK ZONING R ' R25.0' DSYL/4" 12.0' 12.0' 12.0' DSYL/4" 25.0' SSWL/4" 16.0' R70.0' GRASSED OPEN AREA SJ & SW ENTERPRISES, LLC DB 6004, PG 7 MURTI 701, LLC ZONING C-2 EXISTING CONCRETE PAD 40.0' INTERSECTION 57' DISTANCE TO EXISTING SIDEWALK EXISTING ROADWAY EASEMENT NORTH COMMERCIAL NET LEASE REALITY, INC ZONING C-2 PROPOSED BUILDING PROPOSED 18" CURB AND GUTTER PROPOSED PARKING SPACES ASSOCIATE PARKING SPACES CART CORRAL PROPERTY LINE OUTPARCEL LINE STANDARD DUTY PAVEMENT HEAVY DUTY PAVEMENT ARCHITECTURAL CONCRETE APRON (SEE ARCH. PLANS) STANDARD DUTY CONCRETE FOR SIDEWALKS AND ISLAND BUFFER SITE ANALYSIS TABLE STORE 41,921 S.F. PARKING (ASSOCIATES AND CUSTOMER) 160 SPACES ACCESSIBLE 9 SPACES TOTAL PARKING 169 SPACES RATIO 4.03 * CART CORRAL 6 CORRALS / 6 SPACES 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. 4. ALL CURBED RADII ARE TO BE 5' 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 6.69 ± ACRES. 10. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE SITE SPECIFIC SPECIFICATIONS". 11. PYLON SIGNS SHALL BE CONSTRUCTED BY OTHERS. 12. REFER TO ARCH. PLANS FOR SITE LIGHTING ELECTRICAL PLAN. 13. ALL 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. 14. THIS SITE IS ZONED C NO WETLANDS WERE PRESENT ON THIS SITE AS INDICATED BY NATIONAL WETLANDS INVENTORY ON 08/04/2014 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. 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 KIMLEY-HORN AND ASSOCIATES, INC. 2 SUN COURT, SUITE 450, NORCROSS, GA PHONE: CA E A.O.R TO ADD TRUNCATED DOME DETECTABLE WARNING. 2' VEGETATIVE FREE ZONE R3.0' DSYL/4" DSYL/4" 12.5' 12.5' R25.0' KEY ATTRIBUTES CATALOG NUMBER: SD4_28/SF4_28 MOUNTING HEIGHT= AS NOTED ON PLANS* 1 FIXTURES PER POLE* CATALOG NUMBER: D1GA_28/D1F4_28 MOUNTING HEIGHT= AS NOTED ON PLANS* 2 FIXTURES PER POLE* CATALOG NUMBER: D2D4_28 MOUNTING HEIGHT= AS NOTED ON PLANS* 1 FIXTURES PER POLE* (SHIELDS)* 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). 5'-0" WIDE SIDEWALK. SEE DETAIL SHEET. 8'-0" WIDE PEDESTRIAN CROSSWALK. SEE DETAIL SHEET. SCALE AS NOTED DESIGNED BY PE DRAWN BY CHECKED BY KHA KHA MGD F 6' CHAIN LINK FENCE WITH SLATS (REF. DETAIL) BALE & PALLET AREA 25' A.O.R TO ADD TRUNCATED DOME DETECTABLE WARNING. 18.0' TYP. 9.5' TYP. 25.0' BACK OF EXIST. SIDEWALK RUNS ALONG R/W LINE R30.0' EXISTING SIDEWALK EXISTING ROADWAY EASEMENT EXISTING RESIDENTIAL 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 WM TRACT OUTLOT 1 TOTAL 0W070B 97A00 ACREAGE CHART 5.923ac 0.768ac 6.691ac 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. INTEGRAL CURB. 18" CONCRETE CURB AND GUTTER TYPICAL. 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. NOT USED PROPOSED ADA RAMP. SEE GDOT DETAIL TYPE D. "NO TRUCKS" SIGN. SEE DETAIL SHEET. "TRUCK ROUTE" SIGN. SEE PLAN FOR LOCATION. "STOP" SIGN. SEE DETAIL SHEET. SITE PLAN 77.3' GREASE INTERCEPTOR REFER TO ARCH/MEP PLANS NOT USED. NOT USED. G H EXISTING RESIDENTIAL ZONING R ' ' 25.0' 14.8' DOUBLE10' MAINTENANCE GATE PROPOSED DETENTION POND 221.9' GUIDERAIL (REF. DETAIL) 26.5' 9.5' TYP. POB OUTLOT ' TEMPORARY CONSTRUCTION EASEMENT FOR GRADING. GC TO RESOD DISTURBED AREAS AND REPAIR EXISTING IRRIGATION SYSTEM IF DISTURBED ' EXISTING BUILDING 93.65' NOW OR FORMERLY BUNCH A BUBBLES, INC. DB 3666, PG 243 TP# 0W070B ZONING C ' 12.0' 15.13' DSYL/4" 13.5' R35.0' 16.5' EXISTING SIDEWALK INTERIOR LANDSCAPE ISLAND. SEE DETAIL SHEET. STOP BAR. SEE DETAIL SHEET. NOT USED. ISOLATION JOINT TYPICAL AT FIXED STRUCTURES (BUILDINGS, RETAINING WALLS/DOCK WALLS, DROP INLETS, MANHOLES, LIGHT POLE BASES AND BOLLARDS). SEE DETAIL SHEET. "YIELD SIGN" SEE DETAIL SHEET. ACCESSIBLE "SITE ARRIVAL POINT". SEE PLAN FOR LOCATION AND LIMITS. 6' LONG STRIPE WITH 18" GAPS - TYPICAL. NOT USED ADVANCED INTERSECTION LANE CONTROL SIGN. SEE DIRECTION INDICATED AT SYMBOL. SEE DETAIL SHEET. "DELIVERY TRAFFIC ONLY" SIGN. SEE DETAIL SHEET. UNDERGROUND VENTILATION PIPING FROM UNDERGROUND STORAGE TANKS. SEE ARCH. PLANS. FUEL STATION ELECTRIC TRANSFORMER. STORE # WARNER ROBINS (GREEN), GA WAL MART REAL ESTATE BUSINESS TRUST LANDLOT 165, DISTRICT 5 GEORGIA WARNER ROBINS I TEMPORARY CONSTRUCTION EASEMENT FOR WALL DEMOLITION EXISTING BUILDING 10.0' SWE GEORGIA, LLC ZONING C-2 Know what's 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 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. DATE 12/2/2014 PROJECT NO SHEET NUMBER C-300

2 DOCK WELL C BFP M CART STORAGE APPROX. LAND LOT LINE APPROX. LAND LOT LINE R LEGEND GRADING NOTES A B C 424 RWCB TOP= IE= LWCB TOP= IE OUT= " CI WATER LINE (CITY) 426 NORTH PROPERTY LINE OUTPARCEL PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED SLOPE PROPOSED SPOT GRADE PROPOSED TOP OF BANK ST-XX PROPOSED STORM STRUCTURE PROPOSED STORM SEWER PIPE PROPOSED CURB INLET PROPOSED STORM MANHOLE PROPOSED GRATED DROP INLET GRADING LEGEND 12" HDPE STORM DRAIN. 1.0% MIN. SLOPE. REFER TO ARCH/MEP PLANS. DEMOLISH EXISTING WALL. SEE SHEET C-410 FOR PROFILES AND STRUCTURE TABLE 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. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. 5. STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: (SEE MASTER SITE SPECIFICATIONS SECTION FOR ALLOWED MATERIALS. SEE PIPE PROFILES FOR PIPE MATERIALS.) 6. EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 7. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT. 8. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 9. 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. 10. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT 11. 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". 12. 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 SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION PREVENTION. THIS APPLIES TO WALMART BUILT PROJECTS ONLY. 13. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 14. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 15. 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. 16. 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. 17. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 18. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. 19. CONTRACTOR SHALL CLEAN OUT ENTIRE STORM SYSTEM UPON COMPLETION OF CONSTRUCTION. 20. SIDEWALK SLOPES NOT TO EXCEED 2% CROSS-SLOPE OR 5% LONGITUDINAL SLOPE KIMLEY-HORN AND ASSOCIATES, INC. 2 SUN COURT, SUITE 450, NORCROSS, GA PHONE: CA D PE E SCALE AS NOTED DESIGNED BY KHA DRAWN BY KHA CHECKED BY MGD F GI B0.2 TOP= IE OUT= RWCB TOP= IE OUT= LWC TOP= IE IN GRADING AND DRAINAGE PLAN G H EMERGENCY OVERFLOW GUIDE RAIL 22.0' GUIDE RAIL COMPACT SANDY CLAY (CL) SOILS WITH PI 15 AND PI 30 TO 98% OF THE STANDARD PROCTOR COMPACTION TEST (ASTM D-698) GI TOP= IE IN= IE OUT= TEMPORARY CONSTRUCTION ESMT GC TO ENSURE POSITIVE DRAINAGE AWAY FROM EXISTING BUILDING. CREATE SWALE TO DRAIN TO EXISTING STRUCTURE HERE. GC TO RE-SOD ANY DISTURBED TURF ON ADJACENT PROPERTY. THE EXISTING IRRIGATION ON ADJACENT PROPERTY GI B2.1 MUST BE REPAIRED IF DISTURBED. TOP= IE IN= IE OUT= STORE # WARNER ROBINS (GREEN), GA WAL MART REAL ESTATE BUSINESS TRUST LANDLOT 165, DISTRICT 5 GEORGIA WARNER ROBINS I LIGHT POLE TO BE REMOVED TEMPORARY CONSTRUCTION ESMT GC TO DEMOLISH EXISTING WALL AND REPLACE WITH SODDED 3:1 SLOPE WITHOUT DISTURBING EXISTING ASPHALT ON ADJACENT PROPERTY. Know what's 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 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. DATE 12/2/2014 PROJECT NO SHEET NUMBER C-400

3 BFP M CART STORAGE APPROX. LAND LOT LIN APPROX. LAND LOT LINE R A B C " CI WATER LINE (CITY) FUEL STATION ELECTRICAL TRANSFORMER PAD 6" SANITARY SEWER LINE AIR STATION CHANGE TO 1.50" WATER LINE 1" BFP BELOW GROUND 6" SANITARY SEWER STUB PER CITY OF WARNER ROBINS 1" METER BELOW GROUND 8"X12" WET TAPPING SLEEVE 8" GATE VALVE SSMH TOP= LEGEND NORTH UTILITY LEGEND PROPERTY LINE OUTPARCEL PROPERTY LINE PROPOSED LIGHT POLE PROPOSED CLEANOUT PROPOSED GREASE TRAP PROPOSED SANITARY SEWER MANHOLE PROPOSED TRANSFORMER PAD WITH BOLLARD PROPOSED UNDERGROUND CONDUIT PROPOSED UNDERGROUND CONDUIT PROPOSED TAMPER SWITCH PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE PROPOSED GATE VALVE (SEE SITE PLAN FOR SIZE) PROPOSED REDUCER (SEE SITE PLAN FOR SIZE) PROPOSED FIRE HYDRANT ASSEMBLY PROPOSED STORM SEWER PIPE PROPOSED CURB INLET PROPOSED STORM MANHOLE 6" SANITARY SEWER LATERAL AT MINIMUM 1.0% SLOPE. COORDINATE WITH ARCHITECTURAL PLANS. UTILITY NOTES 1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 3. SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 8" PVC SDR35 PER ASTM D 3034, FOR PIPES LESS THAN 12' DEEP 8" PVC SDR26 PER ASTM D 3034, FOR PIPES MORE THAN 12' DEEP 6" PVC SCHEDULE 40 DUCTILE IRON PIPE PER AWWA C WATER LINES SHALL BE AS FOLLOWS: 6" AND LARGER, PVC C-900 PER ASTM D 2241 CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150 6" AND LARGER DUCTILE IRON PIPE PER AWWA C150 SMALLER THAN 6" EITHER COPPER TUBE TYPE "L" (SOFT) PER ANSI OR PVC, 200 P.S.I., PER ASTM D1784 AND D MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 6. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH THRUST BLOCKING AS CALLED OUT IN SPECIFICATIONS. 7. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). 8. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 4'-0" COVER ON ALL WATERLINES. N THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI (AWWA C-151) (CLASS 50). 10. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 11. TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS WITH WATER TIGHT LIDS. 12. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 13. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 14. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 15. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCAL AUTHORITIES (WARNER ROBINS) WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 16. 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. 17. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. THIS AND THE FINAL CONNECTIONS OF THE SERVICE SHALL BE COMPLETED 30 DAYS PRIOR TO STORE POSSESSION. 18. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 19. REFER TO BUILDING PLANS FOR SITE LIGHTING ELECTRICAL PLAN. 20. ALL UTILITIES, STORM DRAINS AND SERVICE LINES WILL BE INSTALLED WITH COPPER TRACER WIRE AND DETECTOR TAPE KIMLEY-HORN AND ASSOCIATES, INC. 2 SUN COURT, SUITE 450, NORCROSS, GA PHONE: CA C GAS ENTRY WITH GAS METER. CONTRACTOR RESPONSIBLE FOR INSTALLING PIPE BOLLARD PROTECTION AT METER. CONTRACTOR SHALL COORDINATE WITH GAS COMPANY FOR TYING OF INDIVIDUAL METER. D E F 8" SANITARY SEWER LINE 8" WATER LINE DIRECTION OF 8" DIP IN - SOURCE UNKNOWN SSMH # 16 TOP= IE IN= GT IE OUT= DOCK WELL WATER LINE EASEMENT 8" WATER LINE 30.0' 8" WATER LINE EXISTING WATER LINE TO BE CAPPED. SSMH TOP= RELOCATE EXISTING FIRE HYDRANT HERE CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH GAS COMPANY REGARDING THE SIZE AND INSTALLATION OF GAS SERVICE LINE. 1" PVC CONDUIT FOR TAMPER SWITCH. PROPOSED LOCATION OF TRANSFORMER PAD. CONTRACTOR TO VERIFY EXACT LOCATION AND SIZE WITH POWER COMPANY PRIOR TO INSTALLATION. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF CONCRETE PAD. CONDUIT AND PIPE BOLLARDS AS REQUIRED BY THE ELECTRIC COMPANY. CONTRACTOR SHALL COORDINATE SAID WORK WITH THE ELECTRIC COMPANY. FINAL LOCATION OF TRANSFORMER AND BOLLARD CANNOT CONFLICT WITH TRUCK ACCESS TO DOCK DOOR. UNDERGROUND TELEPHONE FROM POLE TO BUILDING TO BE EXTENDED BY TELEPHONE COMPANY. CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE TELEPHONE COMPANY FOR THE INSTALLATION OF OVERHEAD TELEPHONE LINES. CONTRACTOR SHALL COORDINATE THE TYING OF INDIVIDUAL METERS WITH THE ELECTRIC COMPANY. CONTRACTOR TO COORDINATE WITH TELEPHONE COMPANY TO INSURE PROPER SEPARATION BETWEEN OVERHEAD LINES AND LIGHT POLES. 2" DOMESTIC WATER LINE ENTRY WITH METER PER WARNER ROBINS PUBLIC WORKS REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ANY APPURTENANCES ON THE DOMESTIC LINE SUCH AS BACKFLOW PREVENTION DEVICES, GATE VALVES, ETC., WHICH MAY BE REQUIRED. CONTRACTOR TO COORDINATE WITH CITY OF WARNER ROBINS PUBLIC WORKS DEPARTMENT. SPRINKLER ENTRY. CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY APPURTENANCES ON THE SPRINKLER LINE SUCH AS, BUT NOT LIMITED TO, A DOUBLE DETECTOR CHECK BACKFLOW PREVENTION DEVICE, IN SERIES WITH A CHECK VALVE, GATE VALVES, ETC., MEETING WATER COMPANY SPECIFICATIONS. PROPOSED FIRE HYDRANT AND ASSEMBLY, TYPICAL AS INDICATED. SEE DETAIL SHEET. 2x 1500 gal GREASE INTERCEPTORS IN SERIES MINIMUM 20' FROM BUILDING PER AHJ. REFER TO ARCH/MEP PLANS. NOT USED 1.5" WATER LINE ENTRY NOT USED 8" WATER 90 BEND 8" WATER 45 BEND 8" GATE VALVE 8" X 8" X 1" TEE 6" SANITARY SEWER 12" STORM SEWER 6" FIRE LINE 6" DDCV BELOW GROUND 2" DCV BELOW GROUND 2" DOMESTIC 3" DOMESTIC METER BELOW LINE GORUND INSET A 1"=10' SEE SHEET C-150 FOR SANITARY SEWER PROFILES AND STRUCTURE CHART SCALE AS NOTED DESIGNED BY PE DRAWN BY KHA KHA MGD UTILITY PLAN CHECKED BY ACCESS EASEMENT 8" X 8" X 8" TEE G H SSMH # 17 TOP= IE IN= IE OUT= SANITARY AND STORM SEWER EASEMENT UNDERGROUND ELECTRIC AND TELEPHONE 8" STUB OUT SERVICE LINE REROUTED NGAS SERVICE LINE 6" SANITARY SEWER 1% MIN 10.0' TEMPORARY CONSTRUCTION EASEMENT EXISTING SSWR SERVICE LINE REROUTED SSWR SERVICE LINE TEMPORARY CONSTRUCTION EASEMENT 8" WATER 22 BEND NOT USED 1.5" WATER 90 BEND 2" WATER 90 BEND 3" GATE VALVE 8" X 8" X 2" TEE NOT USED 3/4" CONDUIT FOR AIR STATION 2" CONDUIT FOR ELECTRICITY FROM TRANSFORMER TWO 2" CONDUITS FOR FIBER OPTIC CABLES AND TELEPHONE LINES REQUIRED FROM BUILDING TO GAS LOT. COORDINATE LOCATION WITH FUELSTATION ARCH/MEP PLANS. THE CONDUITS SHALL BE 2" DIAMETER CARLON TYPE "DB" DIRECT BURIAL TELEPHONE DUCT OR 2" SCHEDULE 40 PVC. INSTALL GALVANIZED PULL WIRE OR PURPLE PROPYLPOLYETHYLENE ROPE WITH A MINIMUM PULLING TENSION OF100 POUNDS IN EACH CONDUIT. THE MINIMUM BURIAL DEPTH SHALL BE 24". INSTALL AN ORANGE DETECTABLE HAZARD TAPE WITH INTEGRAL "BURIED FIBER OPTIC CABLE" WORDING, 12" ABOVE THE CONDUITS. IRRIGATION CONTROL SERVED BY TWO 1" CONDUITS FROM BUILDING 1" IRRIGATION METER, 1" DOUBLE CHECK VALVE(BFP), MASTER CONTROL VALVE & BOOSTER PUMP SEE IRRIGATION PLANS FIRE DEPARTMENT CONNECTION STORE # WARNER ROBINS (GREEN), GA WAL MART REAL ESTATE BUSINESS TRUST LANDLOT 165, DISTRICT 5 GEORGIA WARNER ROBINS I Know what's 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 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. DATE 12/2/2014 PROJECT NO SHEET NUMBER C-500

4 Kimley-Horn 2 Sun Court Peachtree Corners, GA Justin Houston (678) justin.houston@kimley-horn.com Location of Project: Store Type: Size of the Store: Warner Robins (Green), GA Neighborhood Market 41,921 Store #: Date of this Report: Thursday, January 22, 2015 Lot OUTLOT/EXCESS LAND SETBACKS ZONING Minimum building setbacks for each property Current zoning Lot # Size (in Acres) Usable Size (in Acres) Front Left Side Right Side Back Zoning Lot 1Lot AC 0.77 AC 25' 0' 0' 0' C-2 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 Warner Robins 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: An access easement is granted through the Walmart property to the outlot from N. Houston 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, what is the requirement? Restaurant 1 per 4 seats plus 1 per 75 sq.ft. floor area provided for patrons but not containing seats Retail 1.5/200 SIGNAGE: 1. What type of signage is allowed for the outlots per local codes and/or ordinances? 2. If other, please define: Other restriction on sign type 3. What is the maximum height allowed for the signage? Stanchion sign: 22 feet; Monument Sign: 6 feet in height and 10 feet in length 4. What is the maximum square footage allowed for the signage? Freestanding sign for single business: 130 square feet 5. Explain how the square footage is calculated: Square footage is the calculated as the maximum display surface area 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? Prohibited except on the facings of mansard-type roofs 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 9

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 City has approved the plat. The plat will be submitted to the City once signed by Walmart. Timeframe is March **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 Warner Robins 5. Are sidewalks required on the outlot/excess land? 5a. If yes, what type and size: 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? Page 3 of 9

7 6c. Will an additional traffic study be required for each purchaser? 6d. If yes, please explain why and any requirements including applicable timeframes:, if traffic counts are anticipated to exceed the traffic study performed by Walmart 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)? 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 Warner Robins 4. What is the size of the water main? 8" 5. What is the normal pressure? 6. Is there a Tap Fee? 7. Is there a Meter Fee? 8. Can the hose bibs & irrigation be on a separate meter? 9. What is the size of the line required? Site Dependent 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)? 1a. If not, where is it located? 2. Is sanitary sewer stubbed to the excess land? N/A 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" City of Warner Robins 5. Nearest manhole: Lot 1 Rim El Inv.El.Out Page 4 of 9

8 6. Is a grease trap required for a restaurant? 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? City of Warner Robins 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? 13. If sanitary sewer is not available, can a septic system be used? N/A 13a. What type? N/A 13b. Additional Comments: N/A 14. Can the septic field be paved over? N/A 15. Has a percolation test been performed? N/A 15a. When? N/A 15b. What were the results? (1' in 30 minutes is required for a restaurant) N/A 15c. If the test did not meet the above requirements, what are the alternative solutions? N/A **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? Select One 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? City of Warner Robins 7. What is the size of the storm sewer? Twin 24" elliptical 8. What is the depth? Inv will be 7.14' below finished grade 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: A 30" pipe will be provided to the outlot directly from the common detention pond. **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? N/A 2a. If not, where is it located? 3. Is it overhead or underground? Underground 4. What is the voltage? 5. What is the phase? 6. What is the wire? 7. Who has Jurisdiction of the electricity? Flint Energies 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 Pad Mounted 9. Is the primary service connected to the existing transformer? Select One 9a. Are there any service charges or connection fees? Select One 9b. What is the cost? Page 6 of 9 To be determined by outlot developer

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? Select One 2a. If not, where is it located? 3. What is the maximum amount available? City of Warner Robins 4. Who has Jurisdiction of the gas line? 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? 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? Select / 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? Select One 2a. If not, where is it located? 3. Is under ground service required? 4. Who is responsible for bringing telephone lines to the building? Telephone Company 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? International Building Code, 2012 Edition, with Georgia Amendments (2014) 1a. What is the date they were adopted: 2. What is the building permit fee schedule? Provided by City of Warner Robins websit 3. Is the outlot/excess land located in a fire zone or district? Select / 4. Are there any special fire department requirements in addition to standard plans? Select / 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: 3b. Bulk pick up: 3c. Front loader: 3d. Side loader: 3e. Rear loader: 3f. Who has the Jurisdiction of solid waste: 3g. Is this adequate for Jurisdiction? Select / 3h. Is a drain required in the trash area? Select / 3i. Are hot and cold water hose bibs required in the trash Select / 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? 2. Was it compacted to Wal-Mart standard specifications? 3. Was the excess land rough graded, if applicable? Select One 4. Was it compacted to Wal-Mart's specs? 5. Did the Phase 1 Environmental report indicate contamination? 3a. Report prepared by: Universal 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? 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: 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