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Home My WebLink AboutS-0964-C Map 4NOT USED EXISTING STRIPING TO UNDERGROUND STORAGE TANKS. REFER TO SHEET T1 SAWCUT AND REMOVE PORTION OF EXISTING CURB AND GUTTER, REMOVE LANDSCAPING, CAP IRRIGATION AND REPLACE WITH ASPHALT PAVING TO MATCH EXISTING, TYPICAL AT ISLANDS SHOWN SHADED EXISTING UNDERGROUND STORAGE TANKS TO REMAIN 4" MOUNTABLE CURB �z 4o2 -r� 11'-3" "R 0" 10� EXISTING SLAB TO REMAIN EXIT ONLY SIGNAGE - REFER ' TO - II-'A4---------------- T T PLAN UE NOOM NOM 8'-6" O \`AMA®K • • • • • • • sgg•>•- • i o J � � (O ' ;N DO NOT ENTER 1 7 EXIT ONLY 2'-0' PARTIAL SITE PLAN - LANDSCAPING 5'-/5" ARROW PAINTED TRAFFIC YELLOW 1'-0" TRAFFIC ARROW 3/4" = 1'-0" \.J / TRFC-ARROW oa 152'-1 ........... m ...... CJ7 o —� EXISTING STRIPING TO BE REMOVED -� IF ? 174'-8 1/8" - - - - - - - - - - - - - ------------ EXISTING E-STOP TO REMAIN ------- r--------------------- —---------- -------------------- ----- -- ------- �l to 00 I rn NEW CURB AND GUTTER TO MATCH EXISTING - TOP OF CURB TO BE 6' ABOVE EXISTING ASPHALT PAVING �- SAWCUT AND REMOVE PORTION OF EXISTING CURB AND GUTTER, REMOVE LANDSCAPING, CAP IRRIGATION AND o REPLACE WITH ASPHALT PAVING TO MATCH EXISTING, TYPICAL AT ISLANDS SHOWN SHADED 4" DOUBLE YELLOW STRIPING EXIT ONLY SIGNAGE - REFER TO 11= A-{ -NEW CURB AND GUTTER TO MATCH EXISTING - TOP OF CURB TO BE 6' ABOVE EXISTING ASPHALT PAVING SAWCUT AND REMOVE PORTION OF EXISTING CURB AND GUTTER, REMOVE LANDSCAPING, CAP IRRIGATION AND REPLACE WITH ASPHALT PAVING TO MATCH EXISTING, TYPICAL AT ISLANDS SHOWN SHADED EXISTING LIGHTPOLE TO BE RELOCATED —AND BASE TO BE REMOVED. RELOCATE ELECTRICAL AS REQUIRED BELOCAT ED LIGHT POLE WITH NEW ASE. REFER TO 1-A3 FOR NEW BASE DETAIL. RELOCATE ELECTRICAL 'D AS REQUIRED iv LINE OF NEW CONCRETE PAVING LINE OF NEW CANOPY REFER TO 1-At /-4" WIDE PAINTED YELLOW STRIPING, TYPICAL ___----NEW TRAFFIC ARROW TYP. REFER TO 3-C2 SAWCUT AND REMOVE A PORTION OF EXIST ASPHALT PAVING AS REQUIRED TO CONSTR NEW CONCRETE PAVED AREA FOR FUELING STATION. JOINT AT NEW CONCRETE PAVING AA D EXISTING ASPHALT PAVING MUST BE STRAIGHT AND SMOOTH. SEAL JOINT AS RE TORM DRAIN GENERAL NOTES 1. ALL CONSTRUCTION MATERIALS AND TECHNIQUES OF INSTALLATION SHALL MEET PERFORMANCE VALUES OF THE MATERIALS SPECIFIED AND APPLICABLE CODES. 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR INSURING THAT THIS PROJECT IS CONSTRUCTED IN ACCORDANCE WITH THESE DOCUMENTS. THE QUALITY OF WORKMANSHIP AND INSTALLATION OF MATERIALS SPECIFIED BY THE ARCHITECT ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE ARCHITECT WILL NOT BE HELD RESPONSIBLE FOR ANY SUBSTANDARD OR INSUFFICIENT WORKMANSHIP, MATERIALS OR SERVICES PROVIDED IN THE EXECUTION OF ANY PHASE OF CONSTRUCTION OF THIS PROJECT. 3. ALL MATERIALS ARE TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS AND ALL GENERAL CONTRACTORS ARE TO INSURE THAT ALL MANUFACTURER'S WARRANTIES WILL BE HONORED. 4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR INSURING THE SAFETY OF ALL PERSONS ON THE JOB SITE AT ALL TIMES INCLUDING (BUT NOT LIMITED TO) ALL SUBCONTRACTORS, VENDORS, DESIGN STAFF PROFESSIONALS AND INSPECTION PERSONNEL. 5. GENERAL CONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF EXISTING CONDITIONS AND OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT HIMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE HIM OF ANY RESPONSIBILITY FOR PERFORMING HIS WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. 6. SAWCUT AND REMOVE A PORTION OF EXISTING ASPHALT PAVING AS REQUIRED TO INSTALL NEW UTILITIES TO NEW FUELING STATION. REPLACE TO MATCH EXISTING FLUSH AND SMOOTH. 7. ALL CONTRACTORS SHALL FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO THE START OF ANY DEMOLITION OR CONSTRUCTION. COORDINATE RELOCATION OF ANY UTILITIES WITH SAM'S CONSTRUCTION MANAGER AND ARCHITECT. 8. PROVIDE TEMPORARY CHAINLINK FENCING MINIMUM 5'-0" HIGH, AROUND ENTIRE AREA OF CONSTRUCTION. FIELD VERIFY EXACT LOCATION WITH SAM'S CONSTRUCTION MANAGER. COORDINATE FENCING SPECS WITH SAM'S CONSTRUCTION MANAGER PRIOR TO START OF CONSTRUCTION. REMOVE FENCING AT COMPLETION OF PROJECT AND COLD PATCH ASPHALT PAVING AS REQUIRED AT FENCE POST HOLES. ATTACH "COMING SOON' SIGN TO FENCE REFER TO 8-A4. 9. COORDINATE PROJECT PHASING AND STORAGE OF MATERIALS WITH SAM'S CONSTRUCTION MANAGER. 10.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE AREA CLEAN AND FREE OF DEBRIS AT ALL TIMES DURING CONSTRUCTION. THE GENERAL CONTRACTOR SHALL POWER WASH ENTIRE FUELING STATION CONSTRUC11ON AREA PRIOR TO TURNOVER TO SAM'S. 11. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING AND PROPOSED GRADES PRIOR TO THE START OF CONSTRUCTION ANY DISCREPANCIES SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW. 12.THE PROPOSED CANOPY COLUMN FOOTINGS SHALL BE PROVIDED BY AND INSTALLED BY THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING TOP OF FOOTING ELEVATIONS TO ACCOMMODATE ALL NEW UNDERGROUND PIPING AND DISPENSER SUMPS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT THE CANOPY COLUMN ANCHOR BOLTS ARE STRAIGHT, CLEAN AND CORRECTLY LOCATED PRIOR TO THE ARRIVAL OF THE CANOPY INSTALLATION CREW. 13. SALVAGE RIGHTS FOR DEMOLISHED LIGHT POLES SHALL BE OFFERED FIRST TO CLUB MANAGER THEN TO THE GENERAL CONTRACTOR. IF THE CLUB MANAGER REFUSES SALVAGE RIGHTS THEN IT BECOMES THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO REMOVE ALL DEMOLISHED LIGHT POLES FROM THE SITE IF THE PUNS INDICATE LIGHT POLES TO BE REMOVED AND POWER IS INTER- RUPTED TC OTHER POLES IN THE PROCESS, THE OTHER POLES MUST BE REPAIRED AND REENERGIZED THE SAME DAY. 14. GENERAL CONTRACTOR SHALL HAVE ALL EXISTING PUBLIC AND PRIVATE UTILITIES LOCATED PRIOR TO THE START OF ANY DEMOLITION OR CONSTRUCTION. THIS INCLUDES ALL IRRIGATION PIPING AND LIGHT POLE CONDUITS. 15.THE GENERAL CONTRACTOR SHALL FINE GRADE SEED AND STRAW ALL AREAS OF DISTURBED SOIL AND IS RESPONSIBLE FOR ESTABLISHING TURF. FIELD VERIFY THESE AREAS WITH WAL-MART REALTY CONSTRUCTION MANAGER. 16.USE OF WOODEN BLOCKS ARE ACCEPTABLE TO LEVEL DISPENSER ISLAND. ALL WOOD MUST BE REMOVED PRIOR TO FINAL PLACEMENT OF CONCRETE. 17. AREAS OF EXISTING ASPHALT THAT IS DAMAGED DURING CONSTRUCTION SHALL BE SAW CUT THEN REMOVED AND REPLACED. 18. EXISTING PAVING THAT WILL REMAIN AFTER CONSTRUCTION TO BE PROTECTED FROM EXCAVATING EQUIPMENT STABILIZER, BUCKET AND TRACK DAMAGE. -'� REFER TO 5/A1 FOR EXACT CANOPY COLUMN AND DISPENSER ISLAND DIMENSIONS ALL DISPENSERS SHALL BE ACCESSIBLE. GENERAL CONTRACTOR SHALL ENSURE THAT DISTANCE FROM FINISHED GRADE ADJACENT TO DISPENSER TO HIGHEST OPERATIONAL 00 PORTION OF DISPENSER FOR TRANSACTION IS MAX 54". REFER TO 2-A1 AND 5-A1. O FINISHED GRADE ADJACENT TO ALL DISPENSERS SHALL HAVE NO MORE TO ALL o THAN 2% GRADE IN ANY DIRECTION. REFER TO GRADING PLAN SHEET C3 EXISTING DISPENSER TO REMAIN TING KIOSK TO REMAIN ------ ----- EXISTING CANOPY TO REMAIN 1 /16" = 1' VeY' 3 .1 � z y HARRISON FRENCH ARCHITECTURE 502 S.W. A Street Bentonville, Arkansas 72712 Telephone 501/273-7780 SAM'S WHOLESALE CLUB SAM'S CLUB FUELING STATION REMODEL CLUB # 8104 LITTLE ROCK, AR KAN SAS SAM'S CLUB 608 S.W. 8TH STREET BENTONVILLE, AR 72712 Sheet Contents: PARTIAL SITE PLAN DIMENSIONS Drawn By: KDW Checked By: TWP Revisions: z 10-01-01 CODE COMMENTS AS 03-29-02 CODE COMMENTS Project Number: WFO151 Date: 09-10-01 Sheet: 2 OF 3 SHEETS Copyright