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HomeMy WebLinkAbout1111 Rinehart Rd 02-1332, 02-1334 Gas Pumps and signsv SAM'S C LU B GAS VENDOR AND SUPPLIER LIST CANOPY AUTOGAS (Canopy, anchor bolts, templates, foundation drawings (Furnished by Sam's and installed by AutoGas) furnished by canopy manufacturer.) (The canopy is installed by the canopy manufacturer; 000 s Systems, Inc. 1 000 North Walnut, Suite 201 the foundations are installed by the contractor; the New Braunfels, TX 78130 base plates are grouted by the contractor; the Contact: Jeff Hand down spouts are extended to the island forms by the Phone: 830-620-6252 ex 345 contractor.) Fax: 830-620-0472 e-mail: jeff-hand@autogas.com Fashion, Inc. 1019 North Street, P.O. Box 1050 KIOSK Ottowa, KS 66067 Contact: Dwayne Kibbe Mekco Manufacturing, Inc. Phone: 800-255-1009 1063 West Washington Avenue, P.O. Box 126 Fax: 913-242-2022 Cleveland, WI 53015 e-mail: dkibbe@computer-services.com Contact: Dave Bessette Phone: 920-693-8163 DISPENSERS Fax: 920-693-8444 (The dispensers are furnished by Wal-Mart and install- e-mail: build@mekco.com ed by the contractor.) FUEL DELIVERY Wayne Division, Dresser Industries, Inc. Fuel Managers, Inc. 3814 Jarrett Way, 10711 E. 1 1 th St., Suite 3 Austin, TX 78728 Tulsa, OK 74128 Contact: Mary Dubay Contact: Jerry Compton Phone: 512-388-8633 Phone: 918-877-3835 Fax: 512-388-8406 Fax: 918-234-2529 e-mail: maryd@wayne.com e-mail: jerry-c@fmiok.com UNDERGROUND STORAGE TANKS EECO SYSTEM (Leak Detection, Tank Monitoring Equipment) Xerxes, Corporation 897 Highland Avenue Tuthill Corporation Abilene, TX 79605 114-300 Mackenan Drive Contact: Cary Etter Cary, N.C. 27511 Phone: 915-677-3953 Contact: Bryan Jones Fax: 915-677-4611 Phone: 919-460-6000 ext. 2107 e-mail: cetter@xerxescorp.com Fax: 919-460-7595 e-mail: bjones@tuthill.com POWER CONDITIONING AND SURGE SUPPRESSION F.E. PETRO Power Integrity Corporation (Submersible Pumps) 1834 Pembroke Road, P.O. Box 9682 Greensboro, NC 27429-0682 Petroleum Marketers Equipment Co., Inc. Debbie Wilson Contact: D 4373 South 93rd East Avenue Phone: 80ebbie 6260 Tulsa, OK 74145 Fax: 336-379-1301 Contact: Mike Wilson e-mail: dwilson@pico.cc Phone: 800-364-9037 Fax: 918-622-2295 WAL-MART CONTACTS e-mail: pmecmike@swbell.net Telephone Lines - Ryan Crosswhite @ 501-277-4989 WAL-MART CONTACTS e-mail: rcrossw@wal-mart.com Fiber Optic Cable - Joe Davitt @ 501-277-5170 Alarm Central - Steve Stobaugh @ 501-273-8401 e-mail: jmdavit@wal-mart.com e-mail: srstoba@wal-mart.com Signs - Lynn Beaver @ 501-277-9516 Utilities - Ginger Stolfi @ 501-273-'-4525 e-mail: cibeave@wal-mart.com e-mail: gstolf@wal-mart.com Computer System Start Up- Danny Olivarez Sams Gasoline Division @ 501-277-7212 e-mail: dkoliva@wal-mart.com ku �j LIST OF MANUAL'S TO BE LEFT IN KIOSK 1. WAYNE INSTALLATION OPERATION - VISTA AND 1 /VISTA SERIES BLENDING SUCTION PUMPS AND REMOTE DISPENSERS. 2. INSTALLATION WAYNE 2400/PLUS MANAGEMENT CONTROL SYSTEM. 3. INSTALLATION WAYNE PIB/PLUS AUXILIARY CONTROLLER INTERFACE. 4. COMPLIANCE TESTING AND PREVENTATIVE MAINTENANCE - WAYNE VAC VAPOR RECOVERY (IF THIS IS A STAGE II - VAPOR RECOVERY SITE). 5. WAYNE SERVICE - BAR CODE SCANNER SERVICE MANUAL FOR VISTA DISPENSERS. 6. WAYNE DRESSER INSTRUCTIONS FOR CONFIGURING PIB/ TELECOM BAUD RATE. 7. EECO SITE MONITOR - CONSOLES - SYSTEM SETUP MANUAL. 8. EECO SITE MONITOR - CONSOLES - OPERATIONS MANUAL. 9. EECO SITE MONITOR - 350R SYSTEMS - SITE PREP AND INSTALLATION GUIDE. 10. EECO STP CONTAINMENT SUMP SENSORS INSTALLATION GUIDE. 11. MCLEAN MIDWEST HVAC UNIT OWNERS MANUAL. 12. POWER INTEGRITY WIRING DIAGRAM AND UPS OWNERS MANUAL. FEBREF_� LVE Z 1 2002 LIST OF CLOSE-OUT DOCUMENTS 1. COPY OF SIGNED CHECK LIST PROVIDE BY XERXES UST TRANSPORTER. 2. COPY OF SIGNED XERXES INSTALLATION CHECK LIST PROVIDED IN XERXES UST INSTALLATION MANUAL. 3. BLANK MCCLEAN-MIDWEST HVAC WARRANTY CARD. 4. BLANK WAYNE 4 YEAR CORROSION WARRANTY FORM. 5. COMPLETED COPY OF EECO MONITORING SYSTEMS WARRANTY REGISTRATION AND CHECK OUT FORM. 6. COMPLETED COPY OF EECO INSTALLATION AND INTRINSIC SAFETY CHECKOUT FORM. 7. COPY, OF DISPENSER CALIBRATION REPORT, 8. LETTER FROM THE CONTRACTOR STATING THAT ALL EQUIPMENT PROVIDED BY SAM'S FOR INSTALLATION BY THE CONTRACTOR WAS INSTALLED PER THE MANUFACTURERS INSTRUCTIONS. 9. ONE YEAR WARRANTY LETTER. 10. NOTARIZED FINAL LIEN WAIVER. 11. SUBCONTRACTOR'S LIST. 12. PISCES / OPW ENHANCED PRODUCT WARRANTY CERTIFICATION DOCUMENTATION. 13. 2 SETS OF "RED LINED" AS BUILT DRAWINGS ONE LEFT IN CAPPED 4" PVC TUBE IN KIOSK. LABEL TUBE AS BUILT DRAWINGS. ONE SET TO REALTY CONSTRUCTION. 14. EXECUTED CERTIFICATE OF OCCUPANCY. 15. COPY OF TANK / PIPING TIGHTNESS TESTS. STAGE II TEST UST REGISTRATION FORMS, VERIFICATION OF NO WATER IN THE TANKS. 16. COMPLETED PUNCH LIST SIGNED BY WAL-MART REALTY CONSTRUCTION MANAGER. 17. DOCUMENTATION VERIFYING THAT EECO, WAYNE, F.E. PETRO, OPW, PISCES AND XERXES WAS INSTALLED BY PERSON(S) CERTIFIED TO INSTALL THAT EQUIPMENT. 18. A SIGNED HOLD DOWN FUEL DELIVERY TICKET INDICATING NO WATER IN THE UST'S BEFORE AND WITHIN 24 HOURS OF DELIVERY OF HOLD DOWN FUEL DROP. 19. CONTRACTOR TO PROVIDE CLUB WITH TWO SETS OF KEYS ON SUBSTANTIAL KEY CHAINS: EACH SET TO CONTAIN A KIOSK KEY, DISPENSER COVER KEY, RECEIPT TAPE KEI', FIRE EXTINGUISHER CABINET KEY AND WATER HYDRANT KEY - KEYS TO BE TURNED OVER ONE WEEK PRIOR TO CONTRACT COMPLETION DATE. 20. SUMMARY OF SOURCE TEST RESULTS FOR STAGE II VAPOR RECOVERY TESTING. 21. WRITTEN VERIFICATION OF SUCCESSFUL COMPLETION OF SIPHON TESTING SIGNED BY BOTH GENERAL CONTRACTOR AND TANK INSTALL,--R. GENERAL NOTES CONSTRUCTION MANAGER 1.�,WAL-MART REALTY CONSTRUCTION MANAGER IS TO IDENTIFY ` EEC�Q CONSOLE AND KIOSK PHONE NUMBERS TO DANNY OLIVAREZ; SYSTEMS COORDINATOR, SAM'S GASOLINE DIVISION AT `;(501) `277-7212. 2. WAL-MART REALTY CONSTRUCTION MANAGER TO CONFIRM AND I REPORT 911 ADDRESS TO RYAN CROSSWHITE, WAL-MART TELECOM AT (501) 277-4989 3. AFTER ALL THE POLES AND LINES ARE IN THEIR PERMANENT LOCATIONS AND SAM'S IS READY TO TAKE POSSESSION, CONTACT COBY WOOLDRIDGE AT WAL-MART ENERGY MANAGEMENT PH#(501) 273-8739 EMAIL ADDRESS crwoold@wal-mart.com TO TRANSFER UTILITIES FROM CONTRACTOR TO SAM'S. GENERAL NOTES 1. 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 GENERAL CONTRACTORS, VENDORS, DESIGN STAFF PROFESSIONALS AND INSPECTION PERSONNEL. 2, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR INSURING THAT THIS PROJECT IS CONSTRUCTED IN ACCORDANCE WITH THESE DOCUMENTS AND IN COMPLIANCE WITH CODES INDICATED HEREIN. 'THE QUALITY OF WORKMANSHIP AND INSTALLATION OF MATERIALS SPECIFIED BY THE ARCHITECT ARE THE RES- PONSIBILITY 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. THESE CONSTRUCTION DRAWINGS HAVE BEEN BASED ON LIMITED INFORMATION SUPPLIED TO THE ARCHITECT BY SAM'S AND ARE BASED ON THE ORIGINAL CONSTRUCTION DOCUMENTS FOR THE SAM'S CLUB. ALL CONDITIONS SHOWN TO BE "EXISTING" SHALL BE VERIFIED IN THE FIELD BY THE GENERAL CONTRACTOR PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES SHALL BE NOTED AND SUBMITTED TO SAM'S AND THE ARCHITECT FOR REVIEW. CHANGES TO THE ORIGINAL DESIGN OF THIS PROJECT DUE TO EXISTING SITE CONDITIONS MUST BE APPROVED BY BOTH SAM'S AND THE ARCHITECT PRIOR TO MAKING ANY CHANGES. 5. CONTRACTOR MUST BE CERTIFIED TO INSTALL ALL PETROLEUM EQUIPMENT PROVIDED, SPECIFIED ON THE DRAWINGS OR HAVE MANUFACTURER'S REPRESENTATIVE ON SITE TO CERTIFY INSTALLATION. WRITTEN VERIFICATION WILL BE REQUIRED IN ORDER TO RECEIVE FINAL PAYMENT. 6. GENERAL CONTRACTOR SHALL PLACE ORDER FOR HOLD DOWN FUEL. (24 HOUR NOTICE REQUIRED). CONTRACTOR TO CONFIRM THAT THERE IS NO WATER IN TANKS BEFORE AND WITHIN 24 HOURS OF DELIVERY OF HOLD DOWN FUEL DELIVERY. SAM'S WILL REQUIRE A SIGNED COPY OF THE FUEL DELIVERY TICKET WHICH MUST INDICATE THAT THERE WAS NO WATER IN THE UNDERGROUND STORAGE TANKS AND CONTAIN THE SIGNATURES OF THE DELIVERY PERSON AND THE CONTRACTOR'S REPRESENTATIVE. 7. CONTRACTOR'S REPRESENTATIVE, CONTRACTOR'S ELECTRICIAN AND WAYNE A.S.O. TO BE PRESENT ON THE DAY THE STATION IS TO BEGIN DISPENSING FUEL AS SCHEDULED BY SAM'S GASOLINE DIVISION. 8. GENERAL CONTRACTOR IS RESPONSIBLE FOR RECEIVING, ' UNLOADING, STORING AND PROTECTING OF SAM'S SUPPLIED MATERIALS AND EQUIPMENT UNTIL, IT HAS BEEN INSTALLED AND ACCEPTED BY SAM'S EXCEPT FOR THE CANOPY AND CANOPY LIGHTS. 9. SAM'S CLUB WILL FURNISH AND INSTALL THE CANOPY AND LIGHTS. 10. SAM'S CLUB WILL FURNISH ANCHOR BOLTS AND TEMPLATES FOR INSTALLATION BY GENERAL CONTRACTOR. 11. SAM'S CLUB WILL FURNISH THE UNDERGROUND STORAGE TANKS, STRAPS AND DEADMEN FOR INSTALLATION BY GENERAL CONTRACTOR. 12. SAM'S CLUB WILL FURNISH DISPENSERS FOR INSTALLATION BY GENERAL CONTRACTOR. 13. SAM'S CLUB WILL FURNISH PRE -MANUFACTURED KIOSK FOR INSTALLATION BY GENERAL CONTRACTOR. 14. SAM'S CLUB WILL FURNISH AND INSTALL THE AUTOGAS EQUIPMENT. 15. SAM'S CLUB WILL FURNISH THE SUBMERSIBLE PUMPS FOR INSTALLATION BY GENERAL CONTRACTOR. 16. SAM'S CLUB WILL FURNISH THE AUTOMATIC TANK GAUGING EQUIPMENT FOR INSTALLATION BY GENERAL CONTRACTOR. 17. SAM'S CLUB WILL FURNISH THE ELECTRICAL DISTRIBUTION CENTER AND UPS EQUIPMENT FOR INSTALLATION BY THE GENERAL CONTRACTOR. 18. STAGE I & STAGE II VAPOR RECOVERY SYSTEM SHALL BE INSTALLED AND TESTED AS PER CARB EXECUTIVE ORDER NUMBER G-70-153-AD. GENERAL CONTRACTOR SHALL VERIFY THAT INSTALLATION AND TESTING FOR TANKS AND VAPOR RECOVERY MEETS ALL LOCAL, STATE AND FEDERAL REQUIREMENTS. 19, GENERAL CONTRACTOR SHALL PROVIDE CANOPY INSTALLER SEVEN DAYS OF UNENCUMBERED AND UNOBSTRUCTED ACCESS TO THE SITE. 20. GENERAL ,CONTRACTOR SHALL PROVIDE DUMPSTERS, PORTABLE TOILETS AND TEMPORARY POWER FOR UNRESTRICTED, PROJECT RELATED USE BY OTHERS FOR THE DURATION OF THE PROJECT. 21. ALL TANK: PRODUCT LINE AND VAPOR LINE TESTING SHALL BE PERFORMED BY TANKNOLOGIES, INC. CONTACT, MIKE MAZZA @ 800-964-0070. GENERAL CONTRACTOR IS RESPONSIBLE FOR SECURING ALL TESTS REQUIRED BY ALL AUTHORITIES HAVING JURISDICTION OVER PROJECT. cAm LU0 FUELING STA' O Sanf•rd. Florida INDEX OF DRAWINGS GENERAL CO COVER SHEET AND INDEX ARCHITECTURAL Al CANOPY PLAN AND ELEVATIONS A2 SERVICE BUILDING PLAN, DETAILS AND ELEVATIONS A3 NOT USED A4 SIGNAGE DETAILS UNDERGROUND STORAGE TANKS T1 PIPING PLAN AND DETAILS T2 PIPING AND TANK DETAILS T3 PIPING AND TANK DETAILS T4 EQUIPMENT SCHEDULE MECHANICAL AND ELECTRICAL E1 SITE ELECTRICAL PLAN E2 SITE ELECTRICAL PLAN E3 SITE MONITORING WIRING DIAGRAM E4 DISPENSER AND SITE CONTROLLER WIRING DIAGRAM E5 WIRING DIAGRAM E6 WIRING DIAGRAM E7 EMERGENCY STOP SEQUENCE DIAGRAM SPECIFICATIONS SP1 GENERAL SPECIFICATIONS SP2 GENERAL SPECIFICATIONS SP3 GENERAL SPECIFICATIONS COMPUTER SPECIFICATIONS (FOR REFERENCE ONLY) ERECTION DRAWINGS 1 ANCHOR BOLT AND FOOTING LAYOUT 2 FRAMING PLAN AND ELEVATIONS 3 ASSEMBLY PERSPECTIVE CANOPY PHOTOMETRIC 1 PROPOSED LIGHTING PLAN CONSTRUCTION DATA ADDRESS: SAM'S CLUB #4785 RHINEHART ROAD SANFORD, FLORIDA 32771 BUILDING AREA: 76.5 SQ. FT. OCCUPANCY CLASSIFICATION: STORAGE APPLICABLE CODES: INCLUDED BUT NOT LIMITED TO, THE LATEST ADOPTED ADDITIONS OF THESE CODES AS AMENDED BY THE CITY OF SANFORD AND THE STATE OF FLORIDA. 1997 STANDARD BUILDING CODE 1996 STANDARD PLUMBING CODE 1997 STANDARD MECHANICAL CODE 1994 NATIONAL ELECTRICAL CODE C, Made! Codes in et#eei Standard Building Code 1 Standard Plumbing Code 1997 ed. Standard Mechanical Code 1997 ed. National Electrical Cody; 1996 ed. See City Code AM NDMENTs FL. Accessibility Codes 1997 FL. Energy Code 1997 REFERENCE SYMBOLS ELEVATION ELEVATION DRAWING N0. Q SHEET NO. WALL & BUILDING EQUIPMENT SECTION I .-- r 4t HARRISON FRENCH F ARCHITECTURE 502 S.W. A Street Bentonville, Arkansas 72712 ;£ Telephone 501 /273=7780 I' 1- I t rpif " � 1 ai twl: �I w I SAM'S ; WHOLESALEf ar&.uo SAM'S CLUB FUELING STATION CLU8 #�4785 SANFORD, FLORIDA SAM'S CLUB 608 S.W. 8TH STREET BENTONVILLE, AR 72712 Sheet Contents: COVER : SHEET AND INDEX s Drawn By: TWP Checked By: TWP Revisions: EQUIP. TYPE46 Ol - DRAWING NO. - I 1 0 { SHEET N0. THESE PLANS CONDITIONALLY ACCEPTED F ;. { Z1,t t I -:i?1ALL 8E S� REVISIONS THE cq WITH ENLARGED DETAIL CANC "' , V -aT`. ' y FROVtS(r.: y COD: NOK Sv 1A! L ISSUANCc Or ( Pli£':'FT1Y - Bi'.LCING DEPT FF REVISION NUMBER Q TIUN OF = ilrG A C•ORREC- DRAWING NO. pa nTu-...'' T`'= ! 1 -•_r-ONSTRUCTION SHEET NO. WF 1 047 ` Project Number: 1- ! 1.4 IV Date: 11-26-01 ir 1 OF 1 SHEET Sheet: i I C 0 �. :.� GOPY Copyright© �� rl 4 r . - -GENERAL_. NOTES GENERAL GRADIyG NOTES UTILITY NOTES CIVIL INDEX OFDR AWINGS GSGENERALSI ._ MET A TECHNIQUES LIES OF INSTALLATION SHALL E 1. ALL CONSTRUCTION MATERIALS AND TE H Q N 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE � N 1. THE GENERAL SHALL FIELD VERIFY ALL EXISTING _ PRIOR TO CONSTRUCTION GENERAL CONTRACTOR SHALL G GENERAL -R PERFORMANCE VALUES OF THE MATERIALS SPECIFIED AND APPLICABLE CODES. AREA -CLEAN AND FREE OF DEBRIS AT ALL TIMES DURING CONSTRUCTION. AR .CONTRACTOR TO.:- GRADES D VERIFY PROPOSED GRADES PER THIS PLAN PRIOR TO. AN VERIFY THAT STUB OUTS FOR POWER TELEPHONE FIBER C-0 COVER SHEET INDEX THE GENERAL CONTRACTOR SHALL POWER WASH THE ENTIRE FUELING -THE. START OF CONSTRUCTION. ANY DISCREPANCIES SHALL' BE ; TICS,, WATER AND SEWER IF APPLICABLE HAVE, BEEN OP ( ) CI f STATION CONSTRUCTION AREA PRIOR TO TURNOVER TO SAM S. SUBMITTED Td THE ARCHITECT'FOR REVIEW. THE PLACEMENT OF PROVIDED; BY OTHERS AT THE .AREA ADJACENT TO THE _= I 2. THE GENERAL ,CONTRACTOR , SHALL BE RESPONSIBLE FOR ENSURING. THAT THIS ANY FOOTINGS OR NEW PAVING 8Y THE GENERAL CONTRACTOR KIOSK. THE GENERAL CONTRACTOR SHALL BE SITE SURVEY SHEET '`... _ PROJECT IS 'CONSTRUCTED IN ACCORDANCE WITH THESE DOCUMENTS AND E 11. EXISTING PAVING THAT WILL REMAIN AFTER CONSTRUCTION SHALL OF EXISTING PROPOSED CONDITIONS SHALL WITHOUT VERIFICATION/ T_ RESPONSIBLE FOR FINAL CONNECTIONS AT THE KIOSK. CP-1 SITE COMPOSITE SHEET (FOR REFERENCE ONLY) IN COMPLIANCE , WITH.'CODES INDICATED HEREIN. THE QUALITY OF BE PROTECTED FROM DAMAGE. AREAS OF EXISTING PAVING THAT * INDICATE THAT THE GENERAL CONTRACTOR ACCEPTS RESPONSIBLITY . C-1 SITE/DIMENSION/UTILITY SHEET WORKMANSHIP AND INSTALLATION OF MATERIALS SPECIFIED BY THE ARCHITECT ARE DAMAGED DURING CONSTRUCTION SHALL BE SAWCUT,THEN FOR COMPLETED WORK. SHOULD ADDITIONAL COSTS ACCRUE DUE TO k ' G2 GRADING/PAVING/EROSION CONTROL SHEET ARE ;THE RESPONSIBILITY OF THE .CONTRACTOR. THE ARCHITECT WILL NOT. BE HELD 'RESPONSIBLE FOR ANY SUBSTANDARD OR INSUFFICIENT WORKMANSHIP, REMOVED AND REPLACED. NEGLIGENCE PERTAINING TO VERIFICATION OF EXISTING/PROPOSED 2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR C-3 DETAIL SHEET MATERIALS OR 'SERVICES PROVIDED IN THE EXECUTION OF ANY PHASE OF SITE CONDITIONS THE ARCHITECT SHALL NOT BE HELD ACCOUNTABLE, COORDINATING THE SCHEDULE FOR INSTALLATION WITH THE I - CONSTRUCTION OF THIS 'PROJECT. F AND THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL, UTILITY COMPANIES AND WAL-MART REALTY CONSTRUCTION 12. THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION 0 ALL RELATED COSTS. MANAGER. ALL EXISTING CONDITIONS THAT ARE REMOVED PUBLIC AND PRIVATE UTILITIES, INCLUDING IRRIGATION, SPECIFIC TO THIS OR DISRUPTED DURING THE PLACEMENT, .OF NEW UTILITIES 3. DIN ACCORDANCE WITH MANUFACTURER'S PROJECT PRIOR TO THE START OF ANY DEMOLITION OR CONSTRUCTION. ALL MATERIALS ARE TO BE INSTALLS SHOULD ANY UTILITY REQUIRE RELOCATION, CONTRACTOR SHALL COORDINATE.'` 2. THE GENERAL CONTRACTOR SHALL FINE GRADE ALL AREAS OF SHALL BE REPLACED OR REPAIRED TO MATCH ORIGINAL REQUIREMENTS. THE GENERAL CONTRACTOR SHALL ENSURE THAT ALL WITH THE CONSTRUCTION MANAGER AND THE ARCHITECT. DISTURBED SOIL AND IS RESPONSIBLE FOR THE ESTABLISHMENT CONDITIONS ANY EXISTING :UTILITIES DISRUPTED DURING PLACEMENT OF NEW UTILITIES SHALL BE REPAIRED AND UFACTU ARRA ILL RED ' MAN RER'S WARRANTIES W BE HONORED. ALL SPECIFIED LANDSCAPING AND GRASS. FIELD VERIFY THESE OPERATING NORMALLY THE SAME DAY OF DISRUPTION. 4• 'ALL,iCONDITIONS SHOWN TO BE ".EXISTING" SHALL; BE VERIFIED IN THE FIELD 'AREAS WITH WAL—MART REALTY CONSTRUCTION MANAGER. ITEMS THAT MAY NEED TO BE REPLACED OR REPAIRED , • 13. SAWCUT AND REMOVE PORTIONS OF EXISTING PAVING ONLY AS REQUIRED BY THE GENERAL CONTRACTOR, PRIOR TO START OF CONSTRUCTION. ANY INCLUDE BUT ARE NOT LIMITED TO: EXISTING ASPHALT DISCREPANCIES SHALL BE NOTED AND SUBMITTED TO THE WAL—MART REALTY TO INSTALL NEW UTILITIES OR TO CONSTRUCT FUELING STATION PER' THIS 3. THE GENERAL CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE PAVING, EXISTING CONCRETE PAVING, WATER LINES, CONSTRUCTION MANAGER AND THE ARCHITECT FOR REVIEW. CHANGES TO THE PLAN. REPLACE PORTIONS REMOVED TO MATCH EXISTING FLUSH AND AWAY FROM ALL FUEL DISPENSERS AND PROJECT AREA. IRRIGATION LINES, GRASS AREAS, LANDSCAPING, SITE ORIGINAL 'DESIGN OF THE PROJECT DUE TO EXISTING SITE CONDITIONS MUST SMOOTH. ARCHITECT 4. THE GENERAL CONTRACTOR SHALL PROTECT ALL NEW CONCRETE LIGHTING. THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING ITEMS THAT WILL BE APPROVED BY BOTH THE: CONSTRUCTION MANAGER AND THE 14. PROVIDE TEMPORARY FENCING, MINIMUM 5'-0'* HIGH, AROUND ENTIRE AREA OF PAVING UNDER THE CANOPY AND THE TANK SLAB FROM TIRE BE DISRUPTED DURING THE PLACEMENT OF NEW UTILITIES PRIOR TO MAKING ANY CHANGES. CONSTRUCTION. FIELD VERIFY EXACT LOCATION AND SPECIFICATIONS OF FENCE MARKS AND DAMAGE. MA — AND PROVIDE THE WAL' MART REALTY CONSTRUCTION WITH THECONSTRUCTION MANAGER PRIOR TO START OF CONSTRUCTION. ON MANAGER A DETAILED PHASING SCHEDULE OUTLINING THE ATTACH "COMING SOON" SIGN TO FENCE (REFER TO SIGNAGE DETAIL; SHEET IN 5. ALL ASPHALTIC CONCRETE, PORTLAND CONCRETE, AND BASE COURSE TIMELINE FOR INSTALLATION OF NEW UTILITIES INCLUDING 5. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING A THOROUGH ARCHITECTURAL PLAN SET FOR SIGN TYPE). REMOVE FENCING AT COMPLETION MIXTURES SHALL BE IN ACCORDANCE WITH LOCAL AND STATE THE PROPOSED -TIMES THAT EXISTING ITEMS WILL BE -KNOWLEDGE OF EXISTING FIELD CONDITIONS AND OF ALL DRAWINGS AND OF PROJECT AND PATCH PAVING AS REQUIRED AT FENCE POST . HOLES. STANDARD SPECIFICATIONS FOR TYPE AND COMPACTION DENSITY, DISRUPTED. THE NEW UTILITIES TRENCH WIDTH AND SPECIFICATIONS RELATED TO THEIR FIELD. THE FAILURE TO ACQUAINT HIMSELF DEPTH SHALL MEET ALL �PCAL' AND STATE REQUIREMENTS WITH THIS PROJECT AND HIS FIELD` OF SERVICE SHALL NOT �REL�IEVE HIM OF 6. THE FUELING STATION SHALL UTILIZE THE RUN—OFF WATER FOR THE PLACEMENT OF ALL UTILITIES. IF DIRECTIONAL R PROPERLY NO ADDITIONAL ANY RESPONSIBILITY FOR PERFORMING HIS WOK BORING IS USED FOR INSTALLATION THE ABOVE LISTED , COMPENSATION SHALL BE ALLOWED DUE TO THE GENERAL CONTRACTOR'S 15. THE GENERAL CONTRACTOR SHALL CONTACT THE CONSTRUCTION COLLECTION SYSTEM FOR THE SAM'S CLUB. FAILURE TO CONVEY THE NECESSARY KNOWLEDGE' TO FAMILIARIZE WORKERS MANAGER FOR THE FUELING STATION PRIOR TO THE START OF CONSTRUCTION ITEMS ARE STILL' REQUIRED TO BE SUBMITTED TO THE PARCEL I.D. # WAL—MART REALTY CONSTRUCTION MANAGER. AND SUBCONTRACTORS WITH THIS PROJECT. TO COORDINATE THE EXACT SCHEDULE OF ALL ITEMS THAT WILL BE INSTALLED 7. THE ELEVATION BENCHMARK FOR THE FUELING STATION SHALL BE 32193030000 900000 BY THE NEW\RELOCATED CLUB CONTRACTOR. COORDINATION OF THE SAME BENCHMARK AS FOR THE SAM'S CLUB UNLESS 32193030000 9A0000 6. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THE SAFETY CHANGE DIRECTIVES ISSUED FOR THE NEW\RELOCATED CLUB SHALL 'BE OTHERWISE NOTED. 32193030000 9E0000 OF :ALL PERSONS ON THE JOB SITE AT ALL TIMES INCLUDING BUT NOT -LIMITED THE RESPONSIBILITY OF BOTH THE GENERAL CONTRACTOR AND THE ' ( CONSTRUCTION MANAGER. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO TO) SUBCONTRACTORS, WAL—MART PERSONNEL, VENDORS, DESIGN STAFF VERIFY THAT HE HAS IN HIS POSSESSION THE CURRENT DRAWING; DOCUMENTS ' PROFESSIONALS AND INSPECTION PERSONNEL. FOR THIS PROJECT. 7. THE GENERAL CONTRACTOR SHALL PROVIDE DUMPSTERS, NOTE: THESE PLANS ARE TO BE USED IN CONJUNCTION: WITH PLANS PRODUCED PORTABLE TOILETS AND TEMPORARY POWER FOR UNRESTRICTED - - PROJECT RELATED USE BY OTHERS FOR THE DURATION OF THE PROJECT. BY HARRSION FRENCH ARCHITECTS SPECIFICALLY FOR THIS PROJECT 8. THE GENERAL CONTRACTOR SHALL COORDINATE PROJECT PHASING AND STORAGE OF MATERIALS WITH THE WAL—MART REALTY CONSTRUCTION 'MANAGER. FUEL STATION CONTACT LIST: _ UTILITY AND GOVERNING AUTHORITIES CONTACT LIST: SITE PLAN REVIEW ELECTRIC SERVICE CITY OF SANFORD FLORIDA POWER AND LIGHT } PLANNING DEPARTMENT 2626 WEST S.R. 46 300 NORTH PARK AVENUE SANFORD, FLORIDA 32772 SANFORD, FLORIDA 32771 (407) 328-1909 (407) 330-5669 ATTN: SHERRY McCORKELL ATTN: RUSS GIBSON : DRINKING WATER TELEPHONE SERVICE FDEP - CENTRAL DISTRICT BELLSOUTH TELECOMMUNICATIONS, INC. DRINKING WATER DIVISION 132 COMMERCE WAY 3319 MAGUIRE BOULEVARD, SUITE 232 SANFORD, FLORIDA 32771 ORLANDO, FLORIDA 32803-3767 I (4071327-04.47 (407) 893-3300 ATTN: MARTIN NOISE ATTN: OSAMA MAHMOUD NATURAL GAS WASTEWATER FLORIDA PUBLIC UTILITIES FDEP -CENTRAL DISTRICT 830 WEST 6TH STREET WASTEWATER COLLECTION DIVISION SANFORD, FLORIDA 32771 3319 MAGUIRE BOULEVARD, SUITE 232 (407) 322-5733 ORLANDO, FLORIDA 32803-3767 r ATTN: JIM McKENNA (407) 893-3315 ATTN: H. LEE MILLER WATER &,::SEWER SERVICE PIO. BOX 17880RD SANFORD, FLORIDA 32772 f (� (407) 330-5639 III ATTN: ELIZABETH O'REILLY NOTES: I I 1. THE SITEWORK FOR THIS PROJECT SHALL MEET OR .• - , . EXCEED THE SAMS CLUB STANDARD SITEWORKSPECIFICATIONS". ' S 6 1 max. x _0 0 Q c 0 0 11 z co O O O O N N N N ji E u` (u � Z -J 0 Oo m z :� o 0 Z Q m > 2) V 0 A 0 0 U Q c� z Q O n f (� 0 - W can cr, W O vi Z Z V/ Q O CD < P, LL W m L6 L!1 O U U w o 0 Y O• W Q O N U r !n O �j CD jp O 0 z aiIt 0 Z 0 w m 0 0 LL U O M k 3 _ F'L + y ZOO n , , FEB I =,' J ', - r J v , i I• I Al ORir� i i ®s _i i is Mai i i r/ F ir7 �Nsu s;�rta e i v r i v � �' U< p uj II W N U' f O � z LA T (/�) N (^_ ^P . � ■ l ■ � tea/ Q - R R V LAKE LL W �.. t` Alp I 15. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE: AWAY FROM BUILDINGS FOR: r; ALL NATURAV D , F-- N 16. CONSTRUCTION SHALL COMPLY. WITH ALL APPLICABLE GOVERNING CODES O `— y,.. 2 (TYP) lt.: AND B N E CONSTRUCTED TO SAME. (� pp • c,; 17, CONTRACTOR;SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALK, DRIVES,_ _ r Q p Z Q :. y ETC. CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY AND/OR �% $J MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND VEHICULAR TRAFFIC. _ U) 18. CONTRA SHALL COORDINATE PROPOSED UTILITY CONSTRUCTION WITH _ U ;.. Z 0. +j c , C-2 _ ALL UTILITY PROVIDERS TO ALLOW L .W THEM TO WITNESS, THE CONSTRUCTION � AND ENSURE T EI PARTICULARU R UTILITY LINES ARE PROTECTED.: �,O 0.,. 1g .:CONTRACTOR MUST STOP OPERATION AND NOTIFY THE OWNER FOR PROPER -.. •' DIRECTION IF ANY ENVIRON OR H LTH EA RELATED CONTAMINATE IS - ENMENTAL OU - ENCOUNTERED: EXCAVATION CONSTRUCTION., 20. < ALL U NSURFACED AREAS DISTURBED BY;G DING OPERATION SHALL RA T , , ALL.RECEIVE „--, 4 INCHES OF TOPSOIL'. CONTRACTOR SHALL APPLY'STABILIFABRIC .?AT10 N :_ . " r t. , , P .• :::' t• ,. sT0 ALL SLOPES 3H.1V OR STEEPER. CONTRACTOR SHALLI.GRA$S DISTURBED .' "." •' � `` " 'AREAS IN ACCO DANCE WI H _ T AGENCY SPECIFICATIONS AND WATER UNTIL A � "` _ _ ; ,. - „ ,-. HEALTHY ST D OF GRASS AN. RA S IS OBTAINED. s „ „" 4. 21., „ ,,ALL CUT OR FIL -SLOPES SHALL BE 3 O ..4.. .1 R FLATTER UNLESS.OTHERWISE, ,•,: .. -.. / , . - ,.�., cn , , , NOTED; • � fIOWARD L"..VJ, , , .. , - .w" ti is i 4.. RGf GR IV JriGCI P%J FVIS ,f RVUVVJ r NUMBER, INSTALL PER MANUFACTURER'S W f REQUIREMENTS a 2,_O" '; [Ell OFFN — REFER TO 1 /A4 ` OVER turrot ^ Z ,_SIGNAGE O CONCRETE FILL BOLLARD AND ao ;.� to a . ^p Q PARGE TOP:SMOOTH AND ROUND • z _ WHEN SIGN IS IN PAVED AREAS, o- 4". DIAMETER STANDARD PIPE BOLLARD a = tL METAL PLATE AND BOLLARD + PAINTED TRAFFIC YELLOW o USE 4" PIPE BOLLARD FILLED Q s PAINT TRAFFIC YELLOW o Q, 1 W/ CONCRETE AND PAINTED YELLOW En uj z ui _� a. r n, 4", DIA. PIPE BOLLARD PLACE NEW FINISHED PAVING AFTER / CONCRETE FILLED PLACEMENT OF ALL NEW ,BOLLARDS s w o REFER TO SHEETS A2 & C2 FOR z g _ TOP OF. CURB BOLLARD LOCATIONS a o O ... 't FINISHED PAVING _ L d I PC CONCRETE : I F q- FILL WITH CONCRETE TO BOTTOM OF NEW PAVING ELEVATION b° _ ARROWPAINTEDSOLID o a• TRAFFIC YELLOW FXICTINR NATIVF czni1 AN 4" DIA. STEEL GUARD POST. 'AINT TRAFFIC YELLOW I" X I" ANGLE ATTACHED TO SLAND SIDE OF POST FOR ATTACHMENT OF SIGNAGE. REFER TO 1-Al . PAINT TO MATCH POST COORDINATE MOUNTING HEIGHT OF BOTTOM ANGLE WITH SIGNAGE SIZE. REFER TO 1-Al . PAINT TO MATCH POST FINISHED GRADE CONCRETE PAVING 5" DIA. CONCRETE FOOTING o I GUARD POST DETAIL 6 PIPEGUARD.DWGA 1P ' FAST AND WEST ELEVATIONS S8038A1.DWG DISPENSER ELEVATION " = 1'-0" 3'-6" 4'-4" I 3'-6» 42 55 1'-5 1 /2" 5 39 I 1'-5 1 /2" I SLOPE PAVING UP 1" AT ALL ISLANDS _e -- -- --s ---- — --� -- - ----_--__ -_ - - --- ----- - J ' PE PAVING UP SLOPE , 1" AT ALL ISLANDS -PIPE GUARD PAINTED TRAFFIC YELLOW. REFER TO 6-A1 TRASH RECEPTACLE 10" X 48" SIDE REACH TO DISPENSERS 30" x 48" PARALLEL APPROACH TO DISPENSERS - AREA SHALL BE ACCESSIBLE AT BOTH SIDES OF,, ALL DISPENSERS SHERWIN WILLIAMS ALKYD -ENAMEL SEMI -GLOSS SW2039 (ESTATE TAN) — SHERWIN WILLIAMS ALKYD -ENAMEL SEMI -GLOSS SW2908 (CARDINAL) CANOPY TO BE SUPPLIED BY AND INSTALLED UNDER SEPARATE CONTRACT. COORDINATE WITH SAM'S CONSTRUCTION MANAGER SIGNAGE SPANDREL BY CANOPY MANUFACTURER SHERWIN WILLIA�:9S ALKYD -ENAMEL SW2024 (GOBI BEIGE) - HOURS SIGNAGE. RE: 7-A4 ATTACHED TO END OF SPANDREL -MULTI-PRODUCT DISPENSER -CANOPY COLUMN, TYPICAL. PAINT SHERWIN WILLIAMS ALKYD ENAMEL SEMI -GLOSS SW2024 (GOBI BEIGE)- -PIPE GUARD PAINTED TRAFFIC YELLOW. REFER TO 6-A1 -METAL ISLAND FORM. PAINT SHERWIN WILLIAMS ALKYD ENAMEL SEMI -GLOSS SW1236 (DARK GREY)- 1 /8" = 1'-o" KlnDTL_3 AKin crnl ITN FI FVATIONS I VVi N I I I / %1 v� �...... --- - S8038A1.DWG 15'-2" 28'-0" CANOPY COLUMN 48 2'-0" TUBE STEEL DOWNSPOUT BY CANOPY MANUF. PRIME INSIDE AND OUTSIDE. CANOPY INSTALLER SHALL CUT DOWNSPOUT AND INSTALL DISCHARGE OVER TOP OF ISLAND DISCHARGE SHALL EXTEND 1 /2" PAST ISLAND I — FORM TOP OF ISLAND ot I I00 FINISHED PAVING ELEV. SECTION \ l'-5 1/2" CANOPY INSTALLER SHALL FIELD WELD DOWNSPOUT DISCHARGE TO DOWNSPOUT. FIELD VERIFY EXACT ELEVATION WITH ISLAND SECTION FORM PERFORMED METAL ISLAND. SW1236 PAINTED GREY COORDINATE SURFACE MOUNTED CANOPY DOWNSPOUT DISCHARGE WITH ISLAND FORM AND PAVING ELEVATIONS CANOPY COLUMN SIGNAGE ON EACH SIDE OF COLUMN, TYP. RE: 2-A4 FIRE EXTINGUISHER MOUNTED TO EACH COLUMN, TYPICAL MULTI -PRODUCT DISPENSER. PROVIDE SEALANT AROUND ENTIRE BASE NOTE: THE GENERAL CONTRACTOR SHALL PREP AND PAINT ALL CANOPY COLUMNS AND ISLAND FORMS. THE CANOPY MANUFACTURER SHALL PREFINISH ALL OTHER ITEMS. SE OF WOODEN BLOCKS ARE CCEPTABLE TO LEVEL DISPENSE LAND. ALL WOOD MUST BE EMOVED PRIOR TO FINAL 170'-4" 28'-0" 3/4" = 1'-O" GENERAL NOTES 1. CANOPY MANUFACTURER SHALL COORDINATE ALL SIGNAGE REQUIREMENTS FOR CANOPY AND SPANDRELS WITH SAM'S CONSTRUCTION MANAGER AND WAL-MART SIGNAGE SHOP. 2. ALL TOPS OF FOOTING ELEVATIONS SHALL BE COORDINATED WITH GENERAL CONTRACTOR TO ACCOMMODATE UNDERGROUND PIPING AND DISPENSER SUMPS. 3. CANOPY MANUFACTURER SHALL PROVIDE TO GENERAL CONTRACTOR, CONSTRUCTION MANAGER AND ARCHITECT SHOP DRAWINGS FOR CANOPY AND FOOTINGS PRIOR TO START OF CONSTRUCTION. NO CONSTRUCTION CAN START ON CANOPY UNTIL SHOP DRAWINGS HAVE BEEN RECEIVED AND APPROVED BY CONSTRUCTION MANAGER AND ARCHITECT. 4. CANOPY MANUFACTURER SHALL COORDINATE ALL CANOPY COLORS WITH SAM'S CONSTRUCTION MANAGER AND ARCHITECT. 5. COORDINATE CONSTRUCTION PHASING WITH SAM'S CONSTRUCTION MANAGER 6. ANCHOR BOLTS, ANCHOR BOLT TEMPLATE AND THE FOOTING DESIGN SHALL BE PROVIDED BY CANOPY MANUF. TO THE.GENERAL CONTRACTOR. THE GENERAL CONTRACTOR SHALL INSTALL FOOTINGS AS PER THE CANOPY SHOP DRAWING DESIGN. 7. THE GENERAL CONTRACTOR SHALL GROUT ALL CANOPY COLUMNS AT BASE PLATE. 8. THE ENTIRE CANOPY INCLUDING ITEMS LISTED IN NOTE 6 SHALL BE SUPPLIED BY AND INSTALLED BY CANOPY MANUFACTURER. THE FOOTINGS FOR THE CANOPY SHALL BE BY THE GENERAL CONTRACTOR. 9. ALL CONCRETE RESIDUE, DUST, DIRT AND PROTECTIVE PLASTIC WRAP TO BE REMOVED FROM DISPENSERS, ISLAND FORMS, CANOPY COLUMNS, WASTE RECEPTACLES, ETC. 15'-2" 0 1 /8" = 1'-0" -inr GUARD PAINTED TRAFFIC YELLOW. i-------------------------®® __®___®---- --- ---- ------ -- ---------- - R TO 6-A1 ----------------------------------------------------- — —, I d- 14'-0" 14'-0" o 5 )PY COLUMN i I Al // �\ IPE GUARD WITH SIGNAGE, TYP CAL � `- �1SPOUT REFER TO CIVICS FOR TOP I TYPICAL OF (6). REFER TO r____ ____� ---- ----' _ r---- OF ISLAND AND FINISH ' ---- --- 2 ---- --- ---- 12-A4 FOR SIGNAGE �r CANOPY DISCHARGE TYPICAL i I � AT EACH ISLAND dDREL BY CANOPY GRADE ELEVATIONS Al i - - �— i JFACTURER I I TOP OF FOOTING _ TOP OF FOOTING VRE POR/VENT THRU CANOPY TOP OF FOOTING TOP OF FOOTING L J NUMBER. 4 WHITE BACKGROUND ELEVATION 000.00 ELEVATION 000.00 I i ELEV TION 000.00 I I ELEVATION 000.00 Qo FER TO ®1� i i ® NUM ' ao;K NUMBER BY GENERAL CONTRACTOR. ® �� ; ; v ' o'erTOP OF FOOTING TOP OF FOOTING cv' L LIGHT FIXTURE, TYPICAL �� ELEVATION 000.00 ELEVATION 000.00_R TOT1 �- _ _Qo � � � SUPPLIED BY AND ' - PIPE GUARD WITH SIGNAGE, ;'ll-PRODUCT DISPENSER SUPPLIED I-� i INSTALLED BY CANOPY TYPICAL OF (6). REFER TO - ------ 3AM'S AND INSTALLED BY GENERAL i 13-A4 FOR SIGNAGE �-------- MANUFACTURER. ELECTRICAL_________JBY GENERAL CONTRACTOR � NE OF SPANDREL o ( o TRACTOR (( I c� I �' ABOVE ® ® I I IAGE ON EACH SIDE OF ® _ UMN, TYP. RE: 2-A4 JAGE ON EACH SIDE OF -----------_----)---------®®__®®—®.�-----___—__ _-----------I- ' +- - - - - - - -- -J_l UMN, TYP. RE: 4-A4 -- —_-- I --------- —f-- __ ___- - - - - - - - - - - - --- SH RECEPTACLE L _ " 24'-0" 5'-2» 5'-2" 24'-0» 28'-0" 28'-0„ 28'-p28'-0" AL ISLAND FORM SHALL ENSURE HIGHEST OPERATIONAL T OF DISPENSER REQUIRED TO COMPLETE ADJUST FIRE EXTINGUISHER CABINET HEIGHT AN TO CC NSACTION IS MAX. 54" A.F.G PLAN EXTINGUISHER MOUNTED TO EACH _UMN, TYPICAL. HANDLE AT 48" A.F.G. NORTH SAGE ON EACH SIDE OF •'AT THIS ISLAND TO ALLOW TRASH C , f BE PLACED UNDER EXTINGUISHER CABINET. TYPICAL FOR ISLAND WITH VENT PIPE ONLY. 1 /8" COLUMN, TYP. RE: 3-A4 CAN 0 PY PLAN 3� i, HARRISON FRENCH ARCHITECTURE 502 S.W. A Street Bentonville, Arkansas 72712 Telephone 501 /273-7780 SAM'S WHOLESALE L SAM' S CLUB FUELING STATION �L U8 #4785 SANFORD, FLORIDA SAM'S CLUB 608 S.W. 8TH STREET BENTONVILLE, AR 72712 Sheet Contents: CANOPY PLAN AND ELEVATIONS Drawn By: MEG Checked By: TWP Revisions: Project Number: WF1047 Date: 11-26-01 Sheet: 1 OF 4 SHEETS Al i» R IIIIIIIII ■ S8038A1.DWG Copyright 2� EECO RIM INTERFACE MODULE OAUTOGAS U.D.B. BOX - 59 PROVIDE MIN. 6" CLEAR ALL AROUND - ALIGN TOP WITH EECO WIRING INTERFACE JUNCTION BOX — 38 6" CLEAR ALL AROUND (1) RJ-11 PHONE JACK (BY G.C.) FOR i� SAM'S SUPPLIED CORDLESS PHONE FIBER OPTIC TRANSMISSION BOX SUPPLIED BY AND INSTALLED BY WAL-MART - PLUG - IN RECEPTACAL WITH AUTOGAS of UDB BOX N DOOR AND FRAME GENERAL USE RECEPTACLES 4" PVC TUBE W/ REMOVABLE CAP CONTAINING RED LINED AS-BUILTS 62 SECURITY VIDEO RECORDER AND MONITOR SUPPLIED BY AND INSTALLED BY SAM'S so AUTOGAS MDLSP SURGEl PROTECTOR WALL MOUNTED ° 1 /2" EXPANSION JOINT MATERIAL WITH SEALANT - TYPICAL 3/8" Ox2'-0" DOWELS AT 2'-0" O.C. WHERE SIDEWALK AND BUILDING SLAB MEETS d - BUILDING SECTION PHOTO CELL SUPPLIED WITH E.D.C. 57 ELECTRICAL DISTRIBUTION CENTER WITH SURGE PROTECTION AND UPS. REFER TO ELECTRICAL 57 WIRING CABINET SUPPLIED WITH E.D.C. FOR LOW VOLTAGE AND DATA CONDUITS. REFER TO ELECTRICAL 57 WIRING CABINET SUPPLIED WITH E.D.C. 57 UPS SEAL -OFF EACH CONDUIT 3 BUILDING SECTION SHERWIN WILLIAMS ACRYLIC —LATEX SW2060 (CASABLANCA) SHERWIN WILLIAMS ACRYLIC —LATEX SW2908 (CARDINAL) SHERWIN WILLIAMS ACRYLIC —LATEX SW2060 (CASABLANCA) HVAC UNIT BY BUILDING MANUF. ELEC. BY G.C. ELECTRICAL METER EMERGENCY TELEPHONE PROVIDE SEPARATE PHONE LINE BOLLARDS REFER TO CIVILS FINISHED FLOOR - FINISHED GRADE EAST ELEVATION REFER TO SHEET 6—A4 FOR SIGNAGE REFER TO SHEET 5—A4 FOR SIGNAGE , N= REFER TO SHEET 1-A4 FOR SIGNAGE PHONE MOUNTING HEIGHT SHALL BE 48" TO HIGHEST OPERABLE PART REQUIRED FOR PHONE USE EMERGENCY TELEPHONE PROVIDE SEPARATE PHONE LINE EMERGENCY TELEPHONE SUPPLIED N o BY PHONE COMPANY SHALL BE r HEARING AID COMPATIBLE/VOLUME CONTROL PHONE WITH SYMBOL OF ACCESSIBILITY. CORD LENGTH SHALL BE A MINIMUM OF 29" LONG. BOLLARDS REFER TO CIVILS FINISHED FLOOR FINISHED GRADE SOUTH ELEVATION 1'-6" 1, 1'-6" 1, 1'-6" II ---- --- o �--�---- Q-- --- ---- --- fl it 11 n n n !nJn(Innnnn nn 11I .� 4----��—--.�C...--a..�$• o — — ---------_a ---` _ o o ° ° �q� a,1JF a e � a &a --------------------------------- TELEPHONEI 11 NO SMOKING LA STOP ENGINE N WE�FM O ni 'mwmar = w. n, FACI�ADDR6S IS: � i'Ell SMOKE DETECTOR SUPPLIED BY AND INSTALLED BY SAM'S LIGHT FIXTURE BY GENERAL CONTRACTOR - REFER TO ELEC. TOP OF ALL EQUIPMENT SITE MONITORING AND LEAK DETECTION SYSTEM AT 5'-0" A.F.F. (1) RJ-11 PHONE JACK (BY G.C.) FOR EECO SITE MONITORING SYSTEM AUTOGAS MODEM CONCRETE SLAB WITH 6x6/ W1.4XW1.4 WWF OVER 6 MIL POLYETHYLENE VAPOR BARRIER OVER 4" GRAVEL FILL AUTOGAS COMPUTER AND MONITOR RE: 1 /CS LOW VOLTAGE CABINET 1 /2" = 1'-0" 1 /2" = 1'-0" EMERGENCY TELEPHONE G.C. TO INSTALL TWO 1 /2" CONDUITS FROM TELEPHONE BOARD TO PHONE BASE DASHED LINE INDICATE CLEAR AREAS USED FOR ACCESSIBILITY, TYPICAL FLUSH MOUNTED WALL r --------- BY ZURN 1 ' 1 1 i 91-0" 1 1 30" 3 BOLLARD co A2 8'-0" » 1 -0 i CONDUIT TO EXISTING SAM'S L----------- 48 ___� CLUB TYPICAL OF (2) REFER TO ELECTRICAL 1 EMERGENCY SHUT-OFF 43 73 i i r 1 " ' COMPUTER 130 I , TELEPHONE CONDUIT TO STREET 1 N 1 i J REFER TO ELECTRICAL 1 r L---- 48" ----------------- J „ C------48--� , \ C 4 r i D/ 1 o A2 i �� 1 0 SLOPE S DEWALK DOWN 001 I _ TO ENSU E POSITI DRAINAGE o co 7 C LIGHT �. A2 1 -'SWITCH ,' o 'Er ELECT AL N\\\`lam 1 �: 60 STORAGE 1 1 SH VING 1 ° ° w a ° O 0 w w o x Q� = (n N 6 � - 1'-0" A2 � N N 2 � `- 0 4" DIA. STEEL BOLLARD A2 z m .. CONRETE FILLED. REFER `� z _ TO SHEET C2, TYPICAL a a OF (2). Ld o _ 4" THICK CONCRETE E— SIDEWALK WITH MEDIUM 5'-0" BROOM FINISH 1 1 1 1 1 6" HIGH CONCRETE CURB LEVEL AND GUTTER. RE: CIVILS o i= LANDING I AREA LO io 1 1 1 1 1 1 1 1 L------------ 6 ---------- COMPOSITE FIBERGLASS REINFORCED STRUCTURE SUPPLIED BY MEKCO MANUFACTURING, INC. AND INSTALLED BY GENERAL CONTRACTOR. BUILDING WILL BE DELIVERED TO JOB SITE COMPLETELY ASSEMBLED WITH NO PLUMBING OR ELECTRICAL EQUIPMENT. ALL PLUMBING AND ELECTRICAL EQUIPMENT SHALL BE O _ r INSTALLED IN THE FIELD BY THE GENERAL CONTRACTOR. 0 o BUILDING COLORS ARE PRE —FINISHED BOTH INSIDE AND OUTSIDE. ANCHOR BOLTS ARE SUPPLIED BY AND iooINSTALLED BY GENERAL CONTRACTOR. PROVIDE SEALANT C° ALL AROUND THE BUILDING AT SLAB TO ENSURE WATER TIGHT SEAL. REFER TO SHEET SP3 FOR COMPLETE STRUCTURE SPECIFICATION. i I �1 ,�t✓� jC PLAN r, ey NORTH W�u 1/2 = 1-0 5 SERVICE BUILDING PLAN SHERWIN WILLIAMS ACRYLIC —LATEX SW2060 (CASABLANCA) !'` ram, SHERWIN WILLIAMS ACRYLIC -LATEX 0 01 ) �� SW2908 (CARDINAL) SHERWIN WILLIAMS ACRYLIC -LATEX 7 SW2060 (CASABLANCA MAIL SLOT T-48" A.F.G, � c BY L®G' MANUFACTURER HVAC UNIT BY 1 BUILDING MANUF. ELEC. ' BY G.C. ELECTRICAL METER ' HOLLOW METAL DOOR AND FRAME BY BUILDING MANUF. TEMPERED WIRE GLASS WINDOW. LEVER TYPE HANDLE. CLOSURE IS ADJUSTABLE RATE 1 OPEN/CLOSE SET AS PER ADA REQUIREMENTS. THRESHOLD IS ADA COMPLIANT 1 \4" HIGH. REFER TO 5-SP3 FOR EXACT HARDWARE 1 SPECIFICATIONS. 1 /2" = 1'-0" SANDWICHED COMPOSITE FRP WALL PANEL HILTI QUICK BOLT II 3/8" 0 4 1 /4" EMBEDDED 1 " X 3/8" NEOPRENE GASKET 3/8" MIN. (SUGGESTED OVERHANG) ANCHOR AT BUILDING SLAB -48" x 18" FREE STANDING METAL SHELVING UNIT BY GORILLA RACK PRODUCTS MODEL NUMBER GR4884. SHELVING UNITS AVAILABLE AT ALL SAM'S CLUBS, SUPPLIED BY AND INSTALLED BY CONTRACTOR. ELECTRICAL CONDUITS TYPICAL OF REFER TO ELECTRICAL FOR LOCATION AND SPACING. PROVIDE SEAL —OFF ON ALL CONDUITS 36" LOW VOLTAGE CABINET SUPPLIED WITH E.D.C. 0 -ELECTRICAL DISTRIBUTION CENTER (E.D.C.). REFER TO ELECTRICAL -ELECTRICAL CONDUITS. REFER TO ELECTRICAL FOR LOCATION AND SPACING. PROVIDE SEAL — OFF ON ALL CONDUITS -ELECTRICAL METER -UPS SUPPLIED WITH E.D.C. HVAC UNIT BY BUILDING MANUF. ELEC. BY G.C. 48" x 18" FREE STANDING METAL SHELVING UNIT BY GORILLA RACK PRODUCTS MODEL NUMBER GR4884. SHELVING UNITS AVAILABLE AT ALL SAM'S CLUBS, SUPPLIED BY AND INSTALLED BY CONTRACTOR. GENERAL NOTES 1. DISPENSING DE,JICES SHALL BE PROGRAMMED TO LIMIT THE AMOUNT OF FUEL DISPENSED TO 25 GALLONS PER TRANSACTION. 2. ALL DISPENSERS SHALL BE FIELD CALIBRATED TO DELIVER A MAX. OF 10 GALLONS PER MINUTE. 3. THE GENERAL CONTRACTOR SHALL CONTACT RYAN CROSSWHITE AT WAL-MART TELECOM (501)277-4989 TO HAVE TELEPHONE SERVICE ESTABLISHED. ONE DATA PHONE LINE FOR EECO, ONE VOICE LINE FOR SINGLE -LINE CORDLESS PHONE LOCATED IN THE KIOSK CAPABLE OF ACCEPTING INCOMING CALLS, AND ONE VOICE LINE FOR PAY PHONE OUTSIDE THE KIOSK THAT DOES NOT ACCEPT INCOMING CALLS WILL BE REQUIRED. NO COIN NEEDED FOR 911 CALLS. 4. THE GENERAL CONTRACTOR SHALL LABEL CLEARLY THE FOLLOWING ITEMS INSIDE THE EQUIPMENT BUILDING: "EECO TANK MONITORING SYSTEM" "EECO PHONE LINE" "EQUIPMENT UPS" "SERVICE PHONE" "AUTOGAS UDB BOX" "WIRING INTERFACE BOX" ALL PHONE JACKS SHALL HAVE PHONE NUMBER LABELED ON THEM WITH WHAT EACH SERVES. SERVICE PHONE SHALL HAVE PHONE NUMBER LABELED ON PHONE. GENERAL CONTRACTOR SHALL ENSURE ALL PHONE JACKS ARE LABELED PROPERLY. INTERIOR ELEVATION 1/2" = 1'-0" HVAC SUPPLY AND RETURN AIR RECEPTACLE FOR HVAC UNIT GENERAL USE RECEPTACLE WALL SHELVING SUPPLIED BY AND INSTALLED BY CONTRACTOR - SHELVING SHALL ACCOMADATE STORAGE OF 5 GAL. PLASTIC BUCKET WITH LID, CLEANING SUPPLIES, (4) BAGS OF DRY SWEEP, 12 ORANGE CONES, EYEWASH - STATION AND FIRE BLANKET FURNISHED BY CONTRACTOR REFER TO SHEET A3. vim HARRISON FRENCH ARCHITECTURE 502 S.W. A Street Bentonville, Arkansas 72712 Telephone 501 /273-7780 1_4 SAM'S WHOLESALE CLUB SAM'S CLUB FUELING STATION CLUB # 4785 SANFORD, FLORIDA SAM'S CLUB 608 S.W. 8TH STREET BENTONVILLE, AR 72712 Sheet Contents: SERVICE BUILDING PLAN, DETAILS AND ELEVATIONS Drawn By: TWP Checked By: TWP Revisions: Project Number: WF1047 Date: 1 1-26-01 Sheet: 2 OF 4 SHEETS 3" = V-0" 1 /2" = 1'-0" Copyright NOT USED 1 " RADIUS 2 1/2" HIGH WHITE LETTERS ON BLACK BACKGROUND WHITE BACKGROUND 1 1/2" HIGH BLACK LETTERS 3/4" HIGH BLACK LETTERS — 2" HIGH BLACK LETTERS 1 1/2" HIGH BLACK LETTERS 2" HIGH BLACK LETTERS 5/16" HOLE (TYP. 2) 'SIGN "G" SIGNS.DWG 1" RADIUS 0 PSER MUST ST �N 1" HIGH \, WHITE LETTERS OUTSIDE OF -4 VEHICLE IN VIEW0 RED BACKGROUND OF FUELING NOZZLE - DURING 5/16" HOLE AT DISPENSING TOP AND BOTTOM 10" Q O i� SIGN "C)" 3" = 1'-0" 4 SIGNs.Dwc 1 " RADIUS 0 3" HIGH WHITE LETTERS RED BACKGROUND 5/16" HOLE (TYP. 4) SIGN "M" SIGNS.DWG V NOT USED NOTE: ALL SIGNAGE ON ..THIS SHEET SHALL I BE SUPPLIED BY AND INSTALLED BY (GENERAL CONTRACTOR SIN I �N f �-1d- BOTTOM OF AN SPANDREL AT DISPENSER, 3" = 1'-0" 1 " RADIUS 0 LO EXIT a_ 1 LO ONLY o - 2'-0" 1 NOT USED NOTE - ALL SIGN'S ARE ALUMINUM PREz-FINISHED SIGNS WITH VINYL LETTERING. 1" RADIUS O 3" HIGH WHITE LETTERS UNI El O RGENCY L RED BACKGROUND 7h LEPHONE I r 5/16" HOLE (TYP. 4) O COINS NEEDED TO DIAL 911 - O IN 2'-0" SIGN »F» 3" 1'-0" 6 SIGNS.DWG 0 _—IN T IS UNLAWFUL " 1" HIGH A WHITE LETTERS AND DANGEROUS RED BACKGROUND TO DISPENSE '�I� -0 I GASOLINE INTO UNAPPROVED 5/16" HOLE AT CONTAINERS TOP AND BOTTOM f, 10" SIGN SIGNS.DWG 1 " RADIUS 1 " RADIUS 3" HIGH WHITE LE RED BACKGROUND 5/16" HOLE (TYP. SIGN "N" SIGNS.DWG 5/16" HOLE AT TOP AND BOTTOM 1 1/2" = 1'-0" 0 0 0 0 0 0 0 0 5" RED LETTERS NOTE: WHITE BACKGROUND BANNER ATTACHED TO CONSTRUCTION FENCE SAME DAY CONSTRUCTION COMING SOON BANNER FENCING IS INSTALLED coming—soon.dwg 1 " RADIUSS M '101�No %)NI NG `t 2" HIGH WHITE LETTERS Allk Q Tv, P E N ^ o 1/4" WHITE STRIPE 1JiNE 1" HIGH WHITE LETTERS I N CASE OF FIRE OR SPILL " = 0') I <—IN ^ RED BACKGROUND SE EMERGENCY SHUT-OFF41 1/2" HIGH WHITE LETTERS REPORT THE INCIDENT TO _ IRE DEPARTMENT - DIAL 911 I" HIGH WHITE LETTERS �IN ACILITY ADDRESS IS: �1N 1/2" HIGH WHITE LETTERS ADDRESS OF PROJECT ^ ITY AND STATE REMOVABLE SIGN _::�L / _I\ K_ o ^ 1'-6" VERIFY ADDRESS WITH CITY OFFICIALS SIGN "E" �i" = 1'-n" 0 2" HIGH WHITE LETTERS NO SMOKING RED BACKGROUND-1;� 1 /4» WHITE STRIPE TOP NINE _ ^I -C\L 1/2" HIGH NK- WHITE LETTERS N CASE OF FIRE OR SPILL 1 /4" HIGH WHITE LETTERS �IN SE EMERGENCY SHUT-OFF REPORT THE INCIDENT TO FIRE DEPARTMENT - DIAL 911 5/16" HOLE AT lep TOP AND BOTTOM 101,1 <t N I �IG N �B���� 3" = 1'-0" SIGNS.DWG SIGNS.DWG --� CENTER LINE OF BUTTON 3'-6" ABOVE EMERGENCY SHUT—OFF FINISHED GRADE SWITCH -----�--- 1 " RADIUS 2" HIGH 0 0 WHITE LETTERS EMERGENCY 11 SHUT-OFF N RED BACKGROUND �N 5/16" HOLE LIFT COVER 1'7 (1`(P. 4) 1 PUSH BUTTON 0 10" f S I G N"�A" 3" 1'-0" SIGNS.DWG HARRISON FRENCH ARCHITECTURE 502 S.W. A Street Bentonville, Arkansas 72712 Telephone 501 /273-7780 SAM'S WHOLESALE SAM'S CLUB FUELING STATION SAM'S CLUB 608 S.W. 8TH STREET BENTONVILLE, AR 72712 Sheet Contents: SIGNAGE DETAILS Drawn By: TWP Checked By: MEG Revisions: Project Number: '1/F1047 Date: 1 1-26-01 Sheet: 4 OF 4 SHEETS A4 Copyright r//_ vvir« rtvrc min o CLAMPS MINIMUM. REFER TO XERXES INSTALLATION MANUAL 7 ws11�r2.Dw�AG STO ETANK SE CTI 0 N CENTER LINE OF DISPENSER DISPENSER SUPER UNLEADED PRODUCT J—BOX UNLEADED PRODUCT VAPOR RETURN STUB 4" 6' 5 MPD BASE DIMENSIONS 1 2" = 1'-0" MP.DWG PAINTED ORANGE — VAPOR CONNECTION PAINTED RED — SUPER UNLEADED 1/2 DIA.x2'-0" SMOOTH DOWELS AT 2'-0" O.C. — GREASE ONE END m O 0 0 ® 0 0 6" THICK CONCRETE TANK SLAB — REFER TO SPEC'S #5 REBAR AT 12" O.C. E.W. TO 6'-0" EACH SIDE ALL MANWAY RISERS PAINTED WHITE — UNLEADED 6x6 — W1.4xW1.4 WELDED WIRE FABRIC AT 3" BELOW TOP OF SLAB - _ TANK SLAB REINFORCEMENT SAWCUT REMOVE AND REPLACE ASPHALT TO MATCH EXISTING AS REQUIRED. FIELD VERIFY EXACT DISTANCE. GENERAL CONTRACTOR SHALL DETERMINE EXACT BURIAL DEPTH OF TANKS AS REQUIRED TO MAINTAIN 1/8" PER FOOT SLOPE OF PIPING FROM FARTHEST ISLAND TO TANKS. DEPTH SHOWN IS MINIMUM --- OVER EXCAVATION MAY BE REQUIRED DUE TO SOIL CONDITIONS OR LOCAL REQUIREMENTS. SLOPE EXCAVATION AS NECESSARY FOR 1'-0" OF PEA GRAVEL FILL BETWEEN TANKS AND BOTTOM OF EXCAVATION OR AS LOCAL CODES REQUIRE — PROVIDE TREVIRA #1125 GEOTEXTILE FABRIC LINER AT LINE OF EXCAVATION. TANK STRAPS BY TANK MANUF. AND TURNBUCKLES BY GENERAL CONTRACTOR AS PER TANK MANUF. SPEe. 1 /2" WIRE ROPE WITH 6 CLAMPS MINIMUM. REFER TO XERXES INSTALLATION MANUAL 1" STEEL ANCHOR SUPPLIED WITH DEADMEN CONCRETE DEADMEN PROVIDED BY TANK MANUFACTURER \t\I t LV 111111 IYIJ-\JIIV I MATERIAL TO PREVENT CORROSION NOTE: TANKS, TANK STRAPS, DEADMEN AND STEEL ANCHORS TO BE SUPPLIED BY SAM'S FROM TANK MANUF. �r- 3'-0" °a i� STO RAGE TANK SECTION 6 W6117T2.DWG FEATHER 24" IN ALL DIRECTIONS AT ALL MANHOLES i� a ° O a a a. a i PLUGGED SPARE i PEA GRAVEL PEA GRAVEL i 4 i i 4 4 � 4 4 U� CiS (,JLl �A H 3 3 DRY ANNULAR SPACE RESE 4" NPT FITTING — TYPICAL 42" CONTAINMENT COLLAR 20,000 GAL. DOUBLE WALL TANK TYPICAL OF (3) 22" MANWAY WITH (4) 4" FITTINGS TYPICAL FOR EA. _® -- . -- -- - W7o14T1 NOTE: FUELING POSITION NUMBER 1 WILL ALWAYS ALL FIBERGLASS VAPOR BE CLOSEST DISPENSER TO THE TANKS PIPING SHALL BE 3" DIA. REFER TO 2—A1 UNLESS NOTED OTHERWISE 2" FIBERGLASS VAPOR PIPING SLOPE MIN 1/8" PER FOOT TO TANKS 3" FIBERGLASS VAPOR PIPING SLOPE MIN 5 1/8" PER FOOT TO TANKS T3 r---------®®®®r714 .. —------- —---------------®-----._®®®®—®®—®®®®®®®®®®® ®®® ------®-I i 5 T3 i i T1 4 6 12 0 n T1 o 9 ® o © 0 0 ® o\ 0 1 T1 ------------ - — -- — — — — — — — — — — — — — — ® ® i i 55 0 55 0 55 0\ i 21 22 21 22 55 0 55 O 50 55 I i 21 22 i L®®®®®®®---®— d ®----------- ®--®®--------®----J NOTE: STAGE I & STAGE II VAPOR RECOVERY SYSTEM SHALL BE INSTALLED AND TESTED AS PER CARB EXECUTIVE ORDER ID NUMBER G-70-153—D. GENERAL CONTRACTOR SHALL PAN VERIFY THAT INSTALLATION AND TESTING FOR TANKS AND NORTH VAPOR RECOVERY MEETS ALL LOCAL, STATE AND FEDERAL REQUIREMENTS. PIPING PLAN AND DETAILS --------------- g SLOPE ---------------- 0 77'—P -4 /n" = 1'-0" 3/32" = 1'-0" -3" FIBERGLASS VENT PIPING TO CANOPY COLUMN REFER TO 4—T3 42" CONTAINMENT MANWAY WITH SUBMERGED PUMP REFER TO 6—T2 TANK PROBE REFER TO 2—T3 — TYP. EACH TANK PRODUCT FILL REFER TO 3—T3 — TYP. EACH TANK -VAPOR RECOVERY CONNECTION REFER TO 7—T3 DRY ANNULAR SPACE RISER TYPICAL EACH TANK REFER TO 6—T3 T3 SUPER UNLEAD 20.000 GAL. -42" CONTAINMENT MANWAY WITH SUBMERGED PUMP / EQUALIZATION PIPING REFER TO 5—T2 UNLEADED 20,000 GAL. VAPOR RECOVERY CONNECTION REFER TO 7—T3 T2 UNLEADED 20000 GAL LOW POINT OF VAPOR PIPING OBSERVATION WELL TYPICAL OF (2) REFER TO 5—T3 3" FIBERGLASS VAPOR PIPING SLOPE MIN 1/8" PER FOOT TO TANKS 42" CONTAINMENT MANWAY WITH SUBMERGED PUMP / EQUALIZATION PIPING REFER TO 4—T2 HARRISON FRENCH ARCHITECTURE 502 S.W. A Street Bentonville, Arkansas 72712 Telephone 501 /273-7780 SAM'S CLUB FUELING STATION CLU8 a 4785 SANFORD, FLORIDA SAM'S QLUB 608 S.W. 8TH STREET BENTONVILLE, AR 72712 Sheet Contents: PIPING PLAN AND DETAILS Drawn By: TWP Checked By: TWP Revisions: Project Number: `NF1047 Date: 11-26-01 Sheet: 1 OF 4 SHEETS T1 ICopyr i ght 0 ololr PUMP ENCLOSURE SECTION AT T2 l I f PUMPSEC2.DWG PUMP ENCLOSURE PLAN AT T2 PUMPPIAN.DWG MANHOLE ;RETE PAVING GRAVEL FILL FIBERGLASS WATERPROOF TANK SUMP ATTACHED TO FIBERGLASS TANK COLLAR RESIN SEALANT FOR WATERPROOF SEAL .OSION PROOF JUNCTION BOX )UIT REFER TO ELECTRICAL VINGS FOR SIZE AND ROUTING TRICAL SEAL -OFFS NOT SHOWN PROVIDE -OFFS FOR ALL CONDUITS - REFER TO TRICAL BOLTED FLEX -FLANGE ENTRY FITTING ILEWALL FIBERGLASS TANK SUBMERGED PUMP BERGLASS EQUALIZATION PIPING SLOPE MIN. PER FT. DOWN FROM T1 TO T2 3/4" = 1'-0" .EXIBLE PRODUCT PIPING EXIBLE CONTAINMENT PIPING MP SENSOR MOUNTED 2" LOW MANHOLE COVER. T TO NEXT SUMP FOR SENSORS - REFER TO ELEC. RGLASS EQUALIZATION PIPING SLOPE MIN. ER FT. DOWN FROM T1 TO T2, T TO EQUIPMENT ROOM FOR ZGED PUMPS 1BMERGED PUMP T TO EQUIPMENT ROOM ITURE USE - PROVIDE ION PROOF J-BOX \LL VALVE JBE AND BOOT - REMOVE JBE AFTER TESTING OLTED FLEX -FLANGE ENTRY FITTING TO COPPER TUBING -® FROM HIGH POINT OF EQUALIZATION LINE 3/4" = 1'-0" PUMP ENCLOSURE SECTION AT T1 PUMPSEC.DWG VACUUM GAUGE IN HG (INCHES OF MERCURY) MANHOLE SOFT COPPER TUBING FROM SIPHON ;K VALVE TO EQUALIZATION PIPING TEE — "ER TUBING SUPPLIED BY GENERAL RACTOR ;RETE PAVING GRAVEL FILL FIBERGLASS WATERPROOF TANK SUMP ATTACHED TO FIBERGLASS TANK COLLAR RESIN SEALANT FOR WATERPROOF SEAL .OSION PROOF JUNCTION BOX )UIT REFER TO ELECTRICAL VINGS FOR SIZE AND ROUTING TRICAL SEAL -OFFS NOT SHOWN PROVIDE -OFFS FOR ALL CONDUITS - REFER TO TRICAL BOLTED FLEX -FLANGE ENTRY FITTING LEWALL FIBERGLASS TANK J BALL VALVE SUBMERGED PUMP BERGLASS EQUALIZATION PIPING SLOPE MIN. PER FT. DOWN FROM T1 TO T2 3/4" = 1'-0" SUMP ENCLOSURE SECTION AT T3 SUMP ENCLOSURE PLAN AT T3 COPPER TUBING FROM SUBMERGED PUMP CONNECTED TO HIGH POINT OF EQUALIZATION LINE RE:1-T2 —�- TO BOTTOM OF SYPHON CHECK -I 2" FIBERGLASS EQUALIZATION VALVE ASSEMBLY PIPING SLOPED FROM T1 TO T2 ---------- - ---- INSIDE 4" FLEXIBLE CONTAINMENT ---- - --_-____---- PIPING 1. INSTALL TEST FIXTURE IN EQUALIZATION LINE AS SHOWN ABOVE, 3. RUN THE SUBMERSIBLE WITH DISPENSER NOZZLES 64 LEAVE TEST FIXTURE IN AFTER INSTALLATION. CLOSED AND VALVE "A" CLOSED, VALVE "B" OPEN. 2. RUN THE SUBMERSIBLE WITH DISPENSER NOZZLES CLOSED WHEN THE VACUUM READING REACHES 15-20", SHUT AND VALVE "A" CLOSED, VALVE "B" OPEN. THE NORMAL THE PUMP OFF AND WAIT TWO MINUTES. IF THE o D � VACUUM READING SHOULD BE 15-20". IF THE VACUUM IS READING DROPS TO ZERO, THE SYPHON CHECK VALVE 44 SOMEWHAT LESS THAN 15" THERE IS THE POSSIBILITY OF IS NOT HOLDING. REMOVE AND CLEAN OR REPLACE. TANK T1 BLOCKAGE IN THE SYPHON PASSAGES (PLUGGED SYPHON JET, 4. RUN THE SUBMERSIBLE WITH BOTH VALVES "A" AND PLUGGED SYPHON PORT, PLUGGED/PINCHED RETURN TUBE). "B" OPEN AND THE DISPENSER NOZZLES CLOSED FOR TO REMEDY, REMOVE 3/8" PIPE PLUG ABOVE SYPHON AND APPROXIMATELY 5-10 MINUTES. CLOSE VALVE "B" UNSCREW JET, PULL AND CLEAN. BEFORE REPLACING JET, AND THEN SHUT OFF PUMP. IF VACUUM DROPS, THERE RUN AIR THRU SYPHON PORT AND RETURN TUBE TO OPEN IS A LEAK IN THE EQUALIZATION LINE BETWEEN THE TANKS. PASSAGES. IF THE PASSAGES ARE CLEAR AND THE VACUUM REPAIR LEAKS AND REPEAT STEP 4. READING IS ZERO OR VERY LOW, ONE OR BOTH OF THE TWO UPPER 0-RINGS OF THE EXTRACTABLE MANIFOLD MAY BE 5. WRITTEN VERIFICATION OF TESTING FOR EQUALIZATION SHALL DAMAGED OR THE RETURN TUBE MAY BE PINCHED. PULL THE SIGNED BY GENERAL CONTRACTOR AND TANK INSTALLER. PIPING TO EXTEND TO 3" VERIFICATION SHALL BE PROVIDED TO SAM'S AS PART EXTRACTABLE PORTION AND REPAIR AS NECESSARY. _ OF THE CLOSE OUT DOCUMENTS. ABOVE TANK BOTTOM - DISPENSER ELEVATION 3 4" SYSTEM TESTING PLAN EQUALIZATION PIPING SECTION = 7 noEQUALIZATION NTS r TANK T2 e MANHOLE RTIGHT COVER ;RETE PAVING GRAVEL FILL FIBERGLASS WATERPROOF TANK SUMP ATTACHED TO FIBERGLASS TANK COLLAR RESIN SEALANT FOR WATERPROOF SEAL _OSION PROOF JUNCTION BOX DUIT REFER TO ELECTRICAL VINGS FOR SIZE AND ROUTING BOLTED FLEX -FLANGE ENTRY FITTING TRICAL SEAL -OFFS NOT SHOWN PROVIDE -OFFS FOR ALL CONDUITS - REFER TO TRICAL BOTTOM JOINT ATTACHED COLLAR ILEWALL FIBERGLASS TANK SUBMERGED PUMP 3/4" = 1'-0" -LEXIBLE PRODUCT PIPING -LEXIBLE CONTAINMENT PIPING UMP SENSOR MOUNTED 2" ELOW MANHOLE COVER. JIT TO NEXT SUMP FOR SENSORS - REFER TO ELEC. JIT TO EQUIPMENT ROOM FOR =RGED PUMPS >UBMERGED PUMP JIT TO EQUIPMENT ROOM UTURE USE - PROVIDE )SION PROOF J-BOX 3ALL VALVE TUBE AND BOOT - REMOVE TUBE AFTER TESTING BOLTED FLEX -FLANGE ENTRY FITTING 3/4" = 1'--0" I GENERAL NOTES: 1. ALL PRODUCT PIPING CONNECTIONS SHALL BE HARD PIPED UNLESS APPROVED OTHERWISE - FLEXIBLE CONNECTORS MAY BE USED IF APPROVED BY THE CONSTRUCTION MANAGER ONLY - IF FLEXIBLE CONNECTORS ARE USED REFER TO EQUIPMENT SCHEDULE ITEM NUMBERS 66 THROUGH 70 MUST BE USED ONLY. 2. FLEXIBLE CONNECTORS WILL BE ACCEPTED AT THE VENT LINE CONNECTION TO THE CANOPY COLUMN AND AT THE VAPOR RECOVERY MANHOLE - ALL FLEXIBLE CONNECTORS USED THAT WILL BE IN DIRECT CONTACT WITH FILL MATERIAL WILL BE REQUIRED TO HAVE ISOLATION JACKET - REFER TO EQUIPMENT SCHEDULE ITEM NUMBERS 66 THROUGH 70 FOR CONNECTOR SPECIFICATIONS. 3. ALL SUBMERSIBLE PUMP CONNECTIONS TO PRODUCT PIPING SHALL HAVE ONE UNION AND BALL VALVE LOCATED IN THE PUMP ENCLOSURE MANWAY 4. FLEXIBLE CONNECTORS FOR ELECTRICAL CONNECTIONS FROM EXPLOSION PROOF ELECTRICAL BOX TO SUBMERGED PUMP WILL NOT BE ACCEPTED - ALL CONNECTIONS MUST BE WITH RIDGED CONDUIT. 5. CONTRACTOR MUST BE CERTIFIED TO INSTALL ALL PETROLEUM EQUIPMENT PROVIDED THAT ARE SPECIFIED ON THE DRAWINGS OR HAVE MANUFACTURER'S REPRESENTATIVE ON SITE TO CERTIFY INSTALLATION. WRITTEN VERIFICATION WILL BE REQUIRED IN ORDER TO RECEIVE FINAL PAYMENT. 6. CONTRACTOR TO CONFIRM THAT THERE IS NO WATER IN TANKS PRIOR TO HOLD DOWN FUEL DELIVERY. SAM'S WILL REQUIRE A SIGNED COPY OF THE FUEL DELIVERY TICKET WHICH MUST INDICATE THAT THERE WAS NO WATER IN THE UNDERGROUND STORAGE TANKS AND CONTAIN THE SIGNATURES OF THE DELIVERY- PERSON_ AND THE CONTRACTOR'S REPRESENTATIVE. 7. UNIONS SHALL BE INSTALLED AT ALL PIPING CONNECTIONS AS REQUIRED TO ALLOW REMOVAL OF MANWAY COVERS. ELECTRICAL CONDUITS SHALL NOT BE ROUTED OVER MANWAY COVERS. HARRISON FRENCH ARCHITECTURE 502 S.W. A Street Bentonville, Arkansas 72712 Telephone 501 /273-7780 SAM'S WHOLESALE CLUB SAM'S CLUB FUELING STATION CLUB# 4785 SAN FO R D) FLORIDA SAM'S CLUB 608 S.W. 8TH STREET BENTONVILLE, AR 72712 Sheet Contents: PIPING AND TANK DETAILS Drawn By: TWP Checked By: TWP Revisions: Project Number: WF 1047 Date: 11-26-01 Sheet: 2 OF 4 SHEETS Copyr i ght T2 2 NOTE: ELECTRICAL SEAL —OFFS NOT SHOWN PROVIDE SEAL —OFFS FOR ALL CONDUITS — REFER TO ELECTRICAL DISPENSER SUMP SECTION WAYNESEC.DWG 1' 6" SLOPE 0 4. F. Ldg Z 60o O R. ^60 Jam, CL o;� J<-NH -'--R PIPE FOR VAPOR I FROM DISPENSER RISER PIPE FOR EACH ,T FROM SHEAR VALVE DENSER — UNION SUPPLIED SPENSER AR VALVE WITH UNION — PER PRODUCT OR SHEAR VALVE — PER DISPENSER DNNECTION BETWEEN 3ER SUMP AND >ER WITH CAULK OR OUS STRIPPING ABLE BRACKET FOR SHEAR AND FORM KPANSION JOINT WITH IE RESISTANT SEALANT TE PAVING )R RETURN PIPE RISER LE 40 GALV. STEEL PRODUCT PIPE RISER LE 40 GALV. STEEL ON PROOF N BOX REFER TO ELECTRICAL 37S FOR SIZE AND ROUTING :XIBLE PRODUCT PIPING XIBLE CONTAINMENT PIPING TED FLEX —FLANGE ENTRY NGS DENSER SUMP 3E AND BOOT — REMOVE 3E AFTER TESTING ,ETURN LINE BEHIND V /'1r Vl. WIPING BEYOND 46 MONITOR WELL MANHOLE 45 LOCKABLE CAP EXPLOSION PROOF JUNCTION BOX FOR FUTURE WELL SENSOR n .yam® d. G C C CONDUIT WITH SEAL —OFF — REFER TO ELEC. FOR ROUTING CEMENT GROUT 47 4" DIA. SCHEDULE 40 PVC WITH .020 WELL SCREEN — MUST BE FACTORY SLOTTED — NO FIELD SLOTTING ALLOWED nrn GRAVEL BACK —FILL MATERIAL DM OF TANK EXCAVATION 1 1/2" = V-0" MANHOLE CRETE PAVING _OSION PROOF JUNCTION WITH 1/2" NPT THREADS D GRIP SEAL SUPPLIED PROBE D SUPPLIED WITH PROBE DUIT WITH SEAL —OFF — =R TO ELEC. FOR ROUTING CHEDULE 40 GALV. STEEL PRIMED AND WRAPPED 3LEWALL FIBERGLASS TANK PROBE 3/4" = 1'-0" OR PACK DO NOT CUT :EN SENSOR HEAD AND FOR PACK MANHOLE BETE PAVING 6ION PROOF JUNCTION VITH 1/2" NPT THREADS GRIP SEAL SUPPLIED PROBE SUPPLIED WITH PROBE 3TITIAL SENSOR INSTALLATION )439447) CORD )T CUT! NOTE: 1. DETERMINE TANK INSIDE DIAMETER (TD) MEASURE THE RISER HEIGHT (RH) FROM TOP OF TANK TO CAP ASSEMBLY. 2. MULTIPLY THE TANK DIAMETER (TD) X 1.4 AND ADD THE RISER HEIGHT (RH). 3. FORMULA = (TD) X 1.4 + (RH) 4. MEASURE FROM THE SENSOR TIP ALONG THE SENSOR CABLE THE LENGTH CALCULATED AND MARK WITH TAPE OR MARKER. 5. ATTACH THE TANK PULL CORD TO THE SENSOR AND PULL INTO THE INTERSTITIAL SPACE UNTIL THE CABLE MARKER IS EVEN WITH THE TOP OF THE RISER. 6. ASSEMBLE THE CORD GRIP INTO THE RISER CAP AND ROUTE THE SENSOR CABLE THROUGH THE CORD GRIP. TANK WALL ;TITIAL SPACE TANK WALL IIV I LI\JTITIAL SENSOR (INTRINSICALLY — SAFE) Q0003-003, Q0003-006 SUPPLIED WITH 20' (6.1 M) CABLE PRODFILL.DWG PRODUCT MARKER CONTAINMENT MANHOLE FILLER CAP :RETE PAVING FILLER ADAPTER NAMEPLATE HOLDER — CONTRACTOR SHALL EMBOSS WITH TANK SIZE IN GALLONS 'FILL DRAIN CHEDULE 40 GALV. STEEL PIPE RISER PRIMED AND WRAPPED GRAVEL FILL 3LEWALL TANK OVERFILL PREVENTION VALVE 3/4" = V-0" 3" GALVANIZED PIPING PRIMED AND WRAPPED--,,,. 3" GALVANIZED ELBOW PRIMED AND WRAPPED VENT VALVE OF CANOPY FASCIA SPY DECKING \LV. STEEL VENT PIPING BY G.C. PY COLUMN RACTOR SHALL COORDINATE DECKING TRATION FOR VENT PIPING WITH CANOPY LLER TO ENSURE WATER TIGHT SEAL �H VENT PIPING TO CANOPY COLUMN IREE EQUAL POINTS ON COLUMN — VENT PIPE TO MATCH CANOPY COLUMI\ J RACTOR SHALL STUB —UP AND ATTACH / vmr-u R PIPING TO CANOPY COLUMN PRIOR TO PLACEMENT OF DISPENSER ISLAND CONCRETE DISPENSER SIDE OF ISLAND a d . 9¢ 3" FLEX CONNECTOR �3" FIBERGLASS VENT PIPING REFER AND ISOLATION BOOT 67 68 TO T1 FOR ROUTING — COORDINATE 60101 ;REfE PAVING CONTAINMENT MANHOLE 1� VAPOR CAP VAPOR ADAPTER CHEDULE 40 GALV. STEEL PIPE RISER PRIMED AND WRAPPED IA FIBERGLASS VAPOR/VENT PIPING EXTRACTOR FITTING 3LEWALL FIBERGLASS EXACT LOCATION WITH FOOTING AND DISPENSER SUMP CANOPY FOOTING VENT RISER DETAIL AT CANOPY 3/4" = 1'-0" ISLAND FORM FUTURE USE CONDUIT DISPENSER DATA CONDUIT DISPENSER POWER CONDUIT SUPER UNLEADED PRODUCT PIPING DISPENSER JUNCTION BOX UNLEADED PRODUCT PIPING VAPOR RETURN PIPING DISPENSER REFER TO 5—T1 FOR DISPENSER CONNECTION DIMENSIONS HARRISON FRENCH ARCHITECTURE 502 S.W. A Street Bentonville, Arkansas 72712 Telephone 501/273-7780 SAM'S WHOLESALE CLUB SAM'S CLUB FUELING STATION CLUB # 4785 SANFORD, FLORIDA SAWS CLUB 608 S.W. 8TH STREET BENTONVILLE, AR 72712 Sheet Contents: PIPING AND ` TANK DETAILS Drawn By: TWP Checked By: TWP Revisions: Project Number: WF1047 Date: 11-26-01 Sheet: 3 OF 4 SHEETS OBSERVATION_ WELL T1.DWG — 3/4" = V-0" SENSOR.DWG 3/4" = 1'-0" SECTION AT VAPOR RECOVERY W6117T2.DWG 3/4" = V-0" rN1C"Sr%r—A in1 r% r'%I A A I Mir -NIL It% 3/4" = V-0" Copyright T%3 EQUIPMENT LIST MAKE MODEL DESCRIPTION QN, SUPPLIED INSTALLED BY BY 1 XERXES DWT — TYPE II 20,000 GAL. DOUBLE WALL FRP 3 SAM'S G.C. FIBERGLASS UNDERGROUND TANK WITH DRY ANNULAR SPACE, 22" I.D. MANHOLE, (4)-4" NPT MANHOLE CVR. THREADED OPENINGS ATTACHED COLLAR (AC) 2 NOT USED 3 XERXES VARIES DEADMEN WITH EYEBOLTS — VERIFY EXACT VERIFY SAM'S G.C. SIZE AND NUMBER REQUIRED WITH MANUF. 4 XERXES 10' DIA FIBERGLASS ANCHOR STRAPS 18 SAM'S G.C. 5 SOURCE 38SQCZBL TRASH RECEPTACLE — CONTACT 6 G.C. G.C. MATT MORGAN 1-800-868-3775 6 OPW 106P-0150 IDENTIFICATION MARKER SET IN CONCRETE — 1 G.C. G.C. PREMIUM UNLEADED 7 OPW 104A-1800 18" DIA. MANHOLE WITH 12" SKIRT AND 6 G.C. G.C. STEEL COVER 8 OPW 634—TT-7085 4" DURATUFF FILL CAP WITH BUNA—N GASKET 3 G.C. G.C. 9 OPW 61 SA-1010 4" ALUMINUM TOP SEAL SWIVEL FILL ADAPTER 3 G.C. G.C. 10 OPW 61VSA-1010 4" x 3" ALUMINUM TOP SEAL SWIVEL VAPOR 3 G.C. G.C. RECOVERY ADAPTER 11 OPW 171 1 T-7085 3" DURATUFF VAPOR RECOVERY CAP WITH 3 BUNA—N GASKET G.C. G.C. 12 OPW 61—SO-410C 4" ALUMINUM DROP TUBE WITH OVERFILL 3 G.C. G.C. PREVENTION VALVE 13 OPW 523V-3200 3" PRESSURE/VACUUM VENT VALVE, 1 G.C. G.C. 3" THREAD ON, 1 oz. PRESSURE, 1/2 oz. VACUUM 14 OPW 1OBF-5725 1 1/2" SINGLE POPPET IMPACT SAFETY VALVE 12 G.C. G.C. 15 OPW 233-4430 TEE EXTRACTOR FITTING — 4 X 4 X 3 3 G.C. G.C. 16 OPW 60VP-1001 1" VAPOR RETURN SHEAR CONNECTION 6 G.C. G.C. 17 OPW 1 SC-2100 5 GALLON SPILL CONTAINER 6 G.C. G.C. 18 OPW PISCES BOLTED ENTRY FITTINGS, TESTING AS G.C. G.C. FITTINGS, AND HARDWARE FOR ALL REQ'D PENETRATIONS TO MANWAYS AND DISPENSER SUMPS — CONICAL SEALS NOT APPROVED 19 OPW 107-0300 NAMEPLATE HOLDER — CONTRACTOR TO MARK 3 G.C. G.C. WITH TANK CAPACITY IN GALLONS 20 OPW— PISCES DS-1242 DISPENSER SUMP FOR WAYNE MODEL 1/V590U 6 G.C. G.C. DISPENSER — VERIFY EXACT MODEL NUMBER OF SUMP — PROVIDE ALL HARDWARE FOR MOUNTING OF SHEAR VALVES AND DISPENSERS 21 OPW— PISCES SP-20 2" FLEXIBLE SINGLE WALL PRIMARY PRODUCT AS G.C. G.C. PIPING AND ALL FITTINGS FOR INSTALLATION REQ'D 22 OPW— PISCES AP-40 4" FLEXIBLE ACCESS/CONTAINMENT PIPING AS G.C. G.C. SEMI —SMOOTH LINER — PROVIDE ALL FITTINGS REQ'D FOR INSTALLATION AND TESTING 23 FE PETRO STP— 150—VL-2 SUBMERGED TURBINE PUMP — 1 1/2 HP. 3 SAM'S G.C. 208-230V 60 HZ SINGLE PHASE — SUITABLE FOR BLEND CONCENTRATIONS OF FUEL 24 FE PETRO 400137905 SYPHON CHECK VALVE 1 SAM'S G.C. 25 FE PETRO STP—MLD MECHANICAL LINE LEAK DETECTOR — ONE 3 SAM'S G.C. REQUIRED PER SUBMERGED PUMP 26 EECO 2000 EECO SYSTEM 2000 SERIES CONSOLE 1 SAM'S G.C. WITH INTERNAL MODEM 27 EECO EECO RIM INTERFACE MODULE FOR WAYNE 1 SAM'S G.C. DRESSER DISPENSERS 28 EECO Q0400—xxx TANK LEVEL MONITOR 3 SAM'S G.C. 29 EECO Q439429 TANK LEVEL MONITOR INSTALL KIT 3 SAM'S G.C. 30 POWER MULTI-50 MULTI LINE PHONE PROTECTION UNIT 1 SAM'S G.C. INTEGERITY 31 OPW TSDF-4536 FIBERGLASS TANK SUMP — DEEP BURY — 3 G.C. G.C. COLLAR MOUNTED 32 OPW RK-4500 RESIN KIT — TANK SUMPS G.C. G.C. REQD 33 EECO Q0003-002 DISCRIMINATING STP SUMP SENSOR 3 SAM'S G.C. 34 EECO Q0003-006 LIQUID ONLY INTERSTITIAL SENSOR 3 SAM'S G.C. 35 NOT USED 36 EECO Q439600 SENSOR SUPPORT BRACKETS AS SAM'S G.C. Q439601 REQD. 37 NOT USED 38 VARIES VARIES WIRING INTERFACE JUNCTION BOX 1 G.C. G.C. 39 WAYNE V590D5 GQUY TWO PRODUCT, ONE HOSE, DISPENSER, 6 SAM'S G.C. DRESSER WITH CAT DISPENSER CARD READERS INSTALLED, TWO TIER PRICE DISPLAYS, UNLIGHTED VALENCE AND SAM'S CLUB CUSTOM GRAPHICS, CARD SCANNERS FOR SAM'S CLUB CARD 40 LSI SCOTTSDALE CANOPY LIGHT FIXTURE SUPPLIED 21 SAM'S ** BY SAM'S INSTALLED BY CANOPY MANUFACTURER — ELEC. BY G.C. O MAKE MODEL DESCRIPTION Qom. SUPPLIED INSTALLED BY BY 41 MATCH SAM'S VERIFY DRY CHEMICAL FIRE EXTINGUISHER 6 CLUB 42 LARSON'S 2409SM FIRE EXTINGUISHER ENCLOSURE WITH 6 G.C. G.C. CLEAR ACRYLIC PANEL & LARSON—LOC SURFACE MOUNTED W/VERTICAL DIE CUT LETTERS READING "FIRE EXTINGUISHER" ON BOTH SIDES — CONTACT — 800-527-7367 43 SQUARE D ZB2BT4 40mm MUSHROOM HEAD PUSH—PULL — CONTACT 1 G.C. G.C. ZB2BZ103 BLOCK — N.O. — GENERAL CONTRACTOR TO PROVIDE SURFACE MOUNTED NEMA 4 ENCLOSURE WITH COVER 44 OPW 06007-3434 BALL SWIVEL 12 G.C. G.C. 45 OPW 62—PMC-0400 4" DIA. WELL CAP 2 G.C. G.C. 46 OPW 104—AOW-1800 18" DIA. MONITOR WELL MANHOLE WITH 2 G.C. G.C. WATERTIGHT BOLTED COVER 47 OPW 61 SPVC-4000 4" DIA. .020" SLOTTED SCHEDULE 2 G.C. G.C. 40 PVC MONITORING\OBSERVATION WELL PIPING — 13' LENGTH WITH BOTTOM PLUG 48 OPW 6PGR4-4174 STEEL PIPE GUARD— 41 " W. X 74" H. 12 G.C. G.C. 49 OPW 39CD—WT10 39 1/2" DIA. POMECO CONQUISTADOR COMPOSITE 3 G.C. G.C. MANHOLE WITH 11" STEEL SKIRT RECESSED HANDLE — BOLT DOWN — WATER TIGHT 50 RED THREAD VERIFY FIBERGLASS PIPING VAPOR RETURN AS G.C. G.C. OR AMERON REQ'D 51 APOLLO 70-108-01 2" BRONZE BALL VALVE, FULL PORT 4 G.C. G.C. 52 — — — — — — — — — — SECURITY MONITOR AND VIDEO RECORDER 1 EA. SAM'S SAM'S 53 — — — — — — — — — — SINGLE LINE WALL MOUNTED CORDLESS PHONE 1 SAM'S SAM'S 54 OPW 8BL-0400 "FILL GARD" SPLASH GUARD 12 G.C. G.C. 55 OPW 6013—SFR6W3L114— 3'x11'-4" STEEL ISLAND FORM WITH 13" 6 G.C. G.C. ADA SKIRT 56 AUTOGAS — — — — — COMPUTER MONITOR 1 SAM'S SAM'S 57 POWER PDS—SAMS01 COMPLETE POWER DISTRIBUTION CENTER WITH INTEGRITY UPS BACKUP AND SURGE PROTECTION — 1 SAM'S G.C. CONTACT — 1-800-237-6260 58 AUTOGAS 3200 REGAL COMPUTER CONTROLLER WITH 1 SAM'S SAM'S SOFTWARE AND HARDWARE TO CONTROL SITE 59 AUTOGAS — — — — — UNIVERSAL DISTRIBUTION BOX FOR 1 SAM'S G.C. WAYNE DISPENSERS 60 AUTOGAS W-200564 MULTIPLE LINE DATA SURGE PROTECTOR 1 SAM'S SAM'S 61 DAYCO 7280FEK 48" HARDWALL WHIP HOSE, MALE END 12 G.C. G.C. 62 OPW 66REC-1000 3/4" RECONNECTABLE BREAK 12 G.C. G.C. 63 DAYCO 7280FEK 96"x3/4" HARDWALL HOSE, MALE END 12 G.C. G.C. 64 OPW 1 1 BP-0400 NOZZLE WITH HOLD OPEN CLIP 12 G.C. G.C. 65 MEKCO MEKCO 9'-0" X 8'-6" PREFABRICATED F.R.P. 1 SAM'S G.C. EQUIPMENT BUILDING COMPLETE WITH SELF CONTAINED HVAC UNIT 66 TITEFLEX VERIFY STANDARD R272 STAINLESS STEEL BRAIDED AS G.C. G.C. TEFLON FLEX CONNECTOR — FOR USE ONLY REQ'D IN STP MANWAYS AND VAPOR LINES — REFER TO GENERAL NOTES SHEET T2 67 TITEFLEX VERIFY FIRE SAFE ALL METALLIC FLEXIBLE CONNECTOR AS G.C. G.C. TO BE USED ONLY IN DISPENSER SUMPS IF REQ'D NEEDED — REFER TO 1—T3 68 OPW — PISCES FIJ-3035 FLEXIBLE ISOLATION JACKET — 30" LONG AS G.C. G.C. 3" DIA — MUST BE USED ON ALL FLEXIBLE REQ'D CONNECTORS IN CONTACT WITH FILL MATERIAL 69 OPW 106U-0125 IDENTIFICATION MARKER SET IN CONCRETE - 2 G.C. G.C. UNLEADED 70 OPW 1TAG-7000 PRODUCT MARKER FOR MANHOLE COVER — 3 G.C. G.C. VAPOR 71 OPW 1TAG— 1000 PRODUCT MARKER FOR 2 G.C. G.C. MANHOLE COVER — UNLEAD 72 OPW 1 TAG-3000 PRODUCT MARKER FOR 1 G.C. G.C. MANHOLE COVER — PREMIUM 73 STI STI-1130 E—STOP COVER WITH 9VDC HORN AND SPACER 3 G.C. G.C. CONTACT SAFE TECH — 248-886-0166 74 SOURCE INC. 4T178 FIRE BLANKET — 1-800-868-3775 1 G.C. G.C. 75 SOURCE INC. 5TO61 EYEWASH STATION — 1-800-868-3775 1 G.C. G.C. 76 IDEAL SHIELD BPD—YL-4-52—S IDEAL SHIELD BUMPER POST SLEEVE — YELLOW REQ'D G.C. G.C. 77 OPW 6102—DW1048 POMECO HOSE RETRACTOR 6 G.C. G.C. 78 OPW PB-1394 POMECO HOSE CLAMPS FOR RETRACTORS 12 G.C. G.C. * THE GENERAL CONTRACTOR SHALL ARRANGE FOR THE SAM'S CLUBS' FIRE EXTINGUISHER SUPPLIER TO INSTALL APPROPRIATE FIRE EXTINGUISHERS AT FUELING STATION TO MEET ALL LOCAL AND STATE REQUIREMENTS. LOCAL SUPPLIERS INFORMATION SHOULD BE LOCATED ON ALL FIRE EXTINGUISHERS INSIDE OF EXISTING SAM'S CLUB. I, HARRISON FRENCH ARCHITECTURE 502 S.W. A Street Bentonville, Arkansas 72712 Telephone 501/273-7780 SAM'S WHOLESALE CLUB SAM'S CLUB I FUELING STATION CLUB # 4785 SANFORD, FLORIDA SAM'S CLUB 608 S.W. 8TH STREET BENTONVILLE, AR 72712 Sheet Contents: EQUIPMENT SCHEDULE Drawn By: MEG Checked By: TWP Revisions: Project Number: WF1047 Date: 1 1-26-01 Sheet: 4 OF 4 SHEETS T4 Copyr 1 ght 0 ** LIGHTS SHALL BE MOUNTED BY CANOPY MANUFACTURER ELECTRICAL BY GENERAL CONTRACTOR SIDE N I� 11 ISLAND FORM FUTURE USE CONDUIT DISPENSER DATA CONDUIT DISPENSER POWER CONDUIT KEYED NOTES: O1 CONTRACTOR SHALL COORDINATE LOCATION OF UTILITY STUB —UPS WITH SAM'S CLUB CONSTRUCTION MANAGER AND EXTEND TO KIOSK AS REQUIRED. O2 PROVIDE 3/4" BACKFLOW PREVENTER IN ELECTRICAL ROOM MOUNTED AT 36" A.F.F. WILKINS MDD 975XLMS OR EQUAL. O3 REFER TO 1—E2 FOR FIBER OPTIC CONDUIT LOCATION INSIDE EQUIPMENT BUILDING. SUPER UNLEADED PRODUCT PIPING DISPENSER JUNCTION BOX UNLEADED PRODUCT PIPING VAPOR RETURN PIPING DISPENSER REFER TO 5—T1 FOR DISPENSER CONNECTION DIMENSIONS swlsz��� MM MAIN FEEDER SCHEDULE WIRE SIZE #/PHASE MAXIMUMDISTANCE % VOLTAGE DROP 3/0 1 235' 3.0 4/0 1 280' 3.0 250 MCM 1 320' 3.0 300 MCM 1 360' 3.0 350 MCM 1 400' 3.0 400 MCM 1 440' 3.0 500 MCM 1 500' 3.0 3/0 2 470' 3.0 4/0 2 560' 3.0 250 MCM 2 640' 3.0 300 MCM 2 725' 3.0 350 MCM 2 800' 3.0 400 MCM 2 875' 3.0 500 MCM 2 1000' 3.0 ALL VOLTAGE DROPS ARE BASED ON COPPER WIRE, PVC CONDUIT AND A POWER FACTOR OF 90%. IF ANY OF THESE VARIABLES CHANGE THEN DISTANCES WILL NOT BE VALID. N.T.S. E-STOP BOLLARD 3/4" CONDUIT FOR SUMP SENSOR AND EMPTY FOR FUTURE USE I" CONDUIT FOR EACH SUBMERGED PUMP - TANK PROBE REFER TO 2-T3 - TYP. EACH TANK TYPICAL OF (3) ANNULAR SPACE RESERVOIR TYPICAL EACH TANK REFER TO 6-T3--------- - - - - ---- 0 1 -5,7 I — L J UNLEADED I o Oo Oo Y i .-- - -� l 3/16"x12"x24" METAL PLATE — WELDED TO PIPE BOLLARD EMERGENCY SHUT—OFF AND COVER — RE:1 /A4 SIGNAGE — REFER TO 1/A4 — METAL PLATE AND BOLLARD — PAINTED TRAFFIC YELLOW 4" DIA, PIPE BOLLARD — CONCRETE FILLED TOP OF CURB FINISHED PAVING EMERGENCY SHUOFF 11PI YER t PUSH�BUIIQN , ICI III I I ICI I � III I,I II II I II II I I II I II I N I II � II I I II II I I I L____J E-STOP DETAIL DIA. 3/4" - 1'-03' bollard-s-atop,dwg ONE (1) 3/4" CONDUIT FOR PUMP DATA AND CAT LINES, E-STOP BOLLARD WILKINS MODEL MDD975XLMS 3/4" BACKFLOW PREVENTER STRAINER 3/4" COPPER DOMESTIC WATER SERVICE LINE 3/4" 1 , GATE VALVE 3/4" AIR GAP CD I U DISCHARGE THRU WALL BACKFLOW PREVENTER DETAIL NTS 42" CONTAINMENT MANWAY WITH I ( j ( "A"-23 "A"-4 SUBMERGED PUMP (TYPICAL 3 PLACES) I TO C NTRC L II II BUILDI G 1 1.3 SIDE "B" TYPICAL UNLEADED ("] Qo Oo ° 20.000 GAL. I I (l A„-16II -' - � -.." " DISP DISP A„-16-L3 DRSP3 DISP DISP DISP DISP 3/4' CONDUIT DISPFOR TANK PROBE - - - - - III1 I III III 7 9 10 11 12 3/4" CON UIT SIDE .A„ - 'El -2 B._6 „„-10 „B„-14B"-18 FOR TANK TYPICAL _ "B»-22 MONITORS UMP PUMP PUMP INIGHT LIGHT FIXTURES 19,111 1 2 I 4 BY OWNER (TYP.) PUMPPUMP 5 T3 1CDUIT A-8 " ONTH WP/SUPER UNLEAD b SIGN REFER TO SHEET Al FOR 11 I DISPENSER -TYPICAL GFI J WP EXACT SIGNAGE LOCATIONS. III I I »A"-19 OF (6) WPi�cj SIGN �- �------------- — — — — — J1 I A"-12 III I I I LIGHT FIXTURES "A"-11 b-------------- ---- ---- OBSERVATION WELL TYPICAL III I I I BY OWNER (TYP.) WAT OF (2) REFER TO 5-T3 ERTIGHT JUNCTION BOX III iJ L MAINTAIN MANWAY MOUNTED OF CANOPY IL LUMINATED FACIA AS R2)TED CLEARANCE. ROUTE 3/ 4" EMPTY CONDUIT FOR MONITOR L OF CONDUIT TO SIDE, WELL FUTURE USE. PROVIDE DISC. SIGNAGE - TYPICAL NOT ACROSS MANWAY. (TYPICAL 3 PLACES) TWO (2) 1" CONDUITS ROUTED \-ONE (1) 3/4" CONDUIT WITH INSIDE CANOPY COLUMN FOR PULL STRING FOR FUTURE USE. SECURITY CAMERAS, CANOPY LIGHTING AND SIGNAGE. CONDUITS TO BE ROUTED IN TO GUTTER ON COMPUTER SIDE OF BUILDING. RE: DETAIL 2/E5 FOR QUANTITY. CONDUITS TO BE ROUTED �T1TI11111 I IIIIII IN TO PETRO POWER CENTER IIIIIIIIII I II111111 GUTTER. RE: DETAIL 2/E5 FOR QUANTITY. I I (I I I II NOTE: ALL CONDUIT SHALL BE 3/4" UNLESS OTHERWISE NOTED ELECTRICAL METER 1/2" RIGID CONDUIT FOR REMOTE E-STOPS. SEE SHEET E-5 FOR REQUIREMENTS. CONDUIT PASSES THROUGH A CLASSIFIED AREA AND SHALL THEREFORE BE SEALED AT BOTH ENDS. EMERGENCY SHUT-OFF ON SIDE OF CONTROL BUILDING �ry° Y �- CONTROL BUILDING REFER TO SHEET Al FOR EXACT SIGNAGE LOCATIONS. 3/4" EMPTY CONDUIT WITH W.P. JUNCTION BOX FOR SECURITY CAMERA - TYPICAL OF (2) L HARRISON FRENCH ARCHITECTURE 502 S.W. A Street Bentonville, Arkansas 72712 Telephone 501 /273-7780 DANNY E. DOSS, P.E. Mechanical —Electrical —Industrial 132 Kelley Drive Rogers, AR 72756 Telephone 501-631-1712 SAM'S WHOLESALE CLUB SAM'S CLUB FUELING STATION SAM'S CLUB 608 S.W. 8TH STREET BENTONVILLE, AR 72712 Sheet Contents: SITE ELECTRICAL PLAN Drawn By: MJS Checked By: LCH Revisions: Project Number: HFFS2263 Date: 11-12-01 Sheet: 1 OF 7 SHEETS E-1 SITE ELECTRICAL PLAN 13w Copyr i ght 0 DATA CONDUITS GUTTER SEE DTL. 4/A2 FOR EXACT LOCATION OF 00000000000 00000000000 RECEPTACLES ON U10 -57 THIS WALL COMPUTER ELECTRICAL 57 2s U-9 I.G. -I U-9 I 56 58 Z;o4e.ZANEI[ "A" FIND PA L "B" 42'LG. 6' 2s A-9 U -10 58 58 52 42•• I I 57 A- 1 KEYED NOTES LOCATED---38 ON SHEET A3 A-7 II 42" L- 53 ZURN (Z-1320) 6653 WALL HYDRANT TELEPHONE BOARD 42" 42" O O A-14 EMERGENCY TELEPHONE \� G.C. TO PROVIDE 0 2-3/4" CONDUITS TO PHONE BOARD. EMERGENCY SHUTOFF FIBEROPTIC CONDUITS FROM SAM'S CLUB COMPUTER ROOM 2-2" CONDUIT REMOTE E-STOPS IF REQUIRED TELEPHONE SERVICE REFER TO MEP1 FOR CONDUIT SIZE. (','\�DUILDING ELECTRICAL PLAN ---------------------- EQUIPMENT BUILDING DATA CONDUIT WIRE GUTTER - PETRO POWER CENTER PETRO POWER CENTER PHOTO CELL - LOCATE ON FARTHEST NORTHERN CORNER OF BUILDING ELECTRIC METER SPECIAL UPS A-3 RECEPTACLES HVAC UNIT 42 FIELD VERIFY RECEPTACLE TYPE 3 SEE DTL. 7/A2 FOR EXACT LOCATION OF RECEPTACLES ON 42" THIS WALL LIGHT FIXTURE - H.E. WILLIAMS MOD# 77-4-24ORS W/ 2-40W FLUORESCENT LAMPS. 120V/60HZ o (TYPICAL) 0 ELECTRICIAN SHALL PROGRAM TIME CLOCK TO MATCH OPERATING HOURS OF FUELING STATION. VERIFY PHOTOCELL AND TIME CLOCK OPERATE PROPERLY. REFER TO SHEET A2 FOR EXACT DIMENSIONS TO ALL STUB -UPS THROUGH FLOOR SLAB. (3)-#3/0 THWN CU IN 1 -2" CONDUIT -\ UPS ELECTRICIAN SHALL UNPACK, ASSEMBLE AND START-UP UPS AS PER MANUFACTURERS REQUIREMENTS. ELECTRICAL WIRING DIAGRAM 1/2" = 1'-0" OUTDOOR METER I I INSTALLATION PROCEDURES: ISOLATED GROUND RECEPTACLE 1. -INSTALL AN EMERGENCY POWER SHUT-OFF CONTROL TO NEMA 5-15R 15A 125V REMOVE AC POWER FROM DISPENSERS HUBBELL# IG 5262 DUPLEX (THIS CONTROL IS AN ADDITIONAL SAFETY FEATURE, AND HUBBELL# IG 5261 SIMPLEX NOT A SUBSTITUTE FOR NEC/NFPA30A CIRCUIT OR APPROVED EQUIVALENT BREAKER REQUIREMENTS) -LABEL THE EMERGENCY POWER CUTOFF SWITCH AND GREEN/YELLOW - ISOLATED GROUND INSTRUCT OWNER TO KEEP AREA CLEAR OF OBSTACLES BLACK - LINE 120VAC 2. INSTALL A SYSTEM EARTH GROUND WHITE - NEUTRAL 3. INSTALL POWER BREAKERS TO EACH CIRCUIT LEADING TO THE DISPENSER. THEY MUST BE CAPABLE OF SIMULTANEOUSLY GREEN - GROUND DISCONNECTING HOT AND NEUTRAL CONDUCTORS. 4. ONLY FIELD WIRING CONNECTIONS ARE SHOWN IN THE TWO GROUND WIRES ARE TO BE PULLED TO EACH JUNCTION BOXES. CAP ALL UNUSED WIRES. LOCAL AND ISOLATED GROUND RECEPTACLE NATIONAL ELECTRICAL CODES MAY APPLY. CONDUIT IS NOT TO BE USED FOR SYSTEM GROUND 5. USE THE SAME PHASE OF ELECTRICAL POWER FOR ALL GROUND WIRES ARE TO BE MARKED AS FOLLOWS DISPENSERS AND COMMUNICATION DEVICES. FOR IDENTIFICATION (1) ISOLATED GROUND WIRE - GRN/YEL 12GA THWN 6. USE RIGID METALLIC CONDUIT TO RUN WIRES. INSTALL PER 2 SYSTEM GROUND - GRN 12GA THWN NEC FOR HAZARDOUS LOCATIONS OR AS LOCAL CODE REQUIRES. 7. WIRES - SEE PANEL SCHEDULE SYSTEM GROUND - 12 AWG ISOLATED GROUND RECEPTACLE POWER LOADING AND DISTANCE RUN MAY REQUIRE LARGER WIRE SIZE. 8. DIAGRAMS ARE FURNISHED FOR CONNECTION OF EQUIP. BY E.C. WIRING SHALL BE COORDINATED WITH AUTOGAS WIRING DIAGRAMS FURNISHED WITH THE EQUIPMENT. 9. DO NOT POWER SYSTEM UNTIL CHECKED AND APPROVED BY MANUFACTURER'S REPRESENTATIVE. 10. ELECTRICIAN SHALL PROVIDE AND INSTALL ALL LOW AND HIGH VOLTAGE WIRING AND TERMINATE TO ALL FUELING EQUIPMENT. TERMINATIONS SHALL BE VERIFIED BY EQUIPMENT SUPPLIER PRIOR TO STARTUP. STARTUP SHALL BE COMPLETED BY EQUIPMENT SUPPLIERS FIELD REPRESENTATIVE. ELECTRICIAN SHALL LOCK OUT ALL POWER TO EQUIPMENT PRIOR TO TERM- INATION. CONTRACTOR IS RESPONSIBLE TO SCHEDULE OWNER SUPPLIED VENDORS TO PERFORM STARTUP CHECKOUT. ELECTRICAL CONTRACTOR WILL BE RESPONSIBLE FOR OWNER SUPPLIED VENDOR TIME AWAITING WIRING TERMINATION COMPLETION BY E.C. #4 BARE COPPER GROUND IN 1 /2" CONDUIT. USING GROUND LUGS, CONNECT TO 3-3/4"x8' COPPERWELD GROUND ELECTRODES SPACED A MINIMUM OF 10'-0" APART CONNECTED WITH #4 COPPER GROUND WIRE. ALSO, CONNECT TO BUILDING FOOTING STEEL WHERE POSSIBLE. REFER TO MEP1 FOR CONDUIT AND WIRE SIZE. NO SCALE ISOLATED GROUND (GRN/YEL WIRE) 0 0 NEUTRAL �o 3 1 BIN � • • LOAD ANALYSIS LOAD LEG 1 (VOLT-AMPERES) LEG 2 (VOLT-AMPERES) CONN. D.F. DEMAND CONN. D.F. DEMAND LIGHTS 0 1.0 0 13160 1.25 16450 RECEPTACLES 1980 1.0 1980 0 1.0 0 HVAC 3888 1.0 3888 2640 1 1.0 2640 MISC. 15790 1.0 15790 550 1.0 550 MOTORS 3600 1.0 3600 3600 1.0 3600 LARGEST 1200 1.0 1200 1200 1.0 1200 INTERMITTENT TOTALS 122908 1 1 22908 21150 1 1 24440 REQUIRED SERVICE 197.3A 0 120/240V - 1 PH - 60HZ ALL CONDUITS PASSING THROUGH AND TO A CLASS I AREA SHALL BE SEALED AT BOTH ENDS. PHOTOCELL CONTROL_ WITH TIME CLOCK TC_� are.0. 10. SYSTEM GROUND (GRN WIRE) :M. NO SCALE VOLTS: 120/240V PANEL - A BUSSING: PHASE: 1� 200 AMP WIRE: 3W 200A MAIN BREAKER AIC RATING: 22,000 LOCATED IN PETRO POWER CENTER LOAD A B BRKR WIRE CK CK BRKR WIRE A B LOAD POWER TO UPS 3000 30/11 #10 I :i fi 7 9 11 13 15 17 19 21 23 25 27 29 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 - - - SPACE HVAC UNIT 2000 30/1 #10 30/1 #10 2000 CANOPY LIGHTS (5) TELEPHONE 400 20/1 #12 - - - SPACE BUILDING LIGHTS 200 20/1 #12 20/1 #12 2000 CANOPY LIGHTS (5) GENERAL RECEPTACLES 540 20/1 #12 - - - SPACE CANOPY SIGN 800 20/1 #12 20/1 #12 800 CANOPY SIGN GENERAL RECEPTACLES 540 20/1 #12 20/1 #12 90 EMERGENCY SHUTOFF SPACE --- 20/1 #12 20/1 #12 1600 CANOPY LIGHTS (4) SPACE - - - 20/1 #12 - - - SPACE CANOPY LIGHTS (5) 2000 30/1 #10 20/1 #12 150 LIGHT CONTROLLER FUTURE ATM 3000 30/1 #10 - - - SPACE CANOPY LIGHTS (5) 2000 30/1 #10 - - - SPACE SPACE - - - 20/1 #12 25/2 #1/0 7800 PANEL "B" SUB FEED 1 FUTURE ELECTRONICS --- 20/1 12 3600 FUTURE ELECTRONICS - - - 20/1 #12 --- SHUNT TRIP LIGHTING TOTAL 0 5000 0 6400 LIGHTING TOTAL OUTLET & EQUIP. TOTAL 7480 2000 1 7890 3750 OUTLET & EQUIP. TOTAL PANEL TOTAL 1 748 1 7000 1 7890 10150 PANEL TOTAL NOTES: 1. PROVIDE SHUNT TRIP BREAKER ACTIVATED AO LIGHTING 0 X 1.25 = 0 MISC. 15370 TOTAL 15370 /120 = 128.1A BY EMERGENCY SHUTOFF SWITCHES. 80 LIGHTING 11400 X 1.25 = 14250 MISC. 5750 TOTAL 20000 /120 = 166.7A CIRCUIT BREAKER SHALL BE SWITCHED NEUTRAL TYPE W/SHUNT TRIP. 2.EQUIPMENT IS SERIES RATED AT 22,000 AIC. HHASE: 1201240V PANEL - B BOUNTED: SURFACE P0 USSING: 200 AMP WIRE: 3W MAIN LUGS ONLY AIC RATING: 22,000 LOCATED IN PETRO POWER CENTER LOAD A B BRKR WIRE CK CK BRKR WIRE A B LOAD STP 1-UNLEADED 1200 20/2 #12 I 3 `i 7 9 11 13 15 17 19 21 23 2 4 6 8 10 12 14 16 18 20 22 24 20/1 #12 700 DISPENSER #1 1 1200 - - - SWITCHED NEUTRAL STP 2-UNLEADED 1200 20/2 #12 20/1 #12 700 DISPENSER #2 1 1200 --- SWITCHED NEUTRAL STP 3-PREM UNLEADED 1200 20/2 #12 20/1 #12 700 DISPENSER #3 1 1200 - - - SWITCHED NEUTRAL SPACE - - - 20/1 #12 700 DISPENSER #4 1 SPACE - - - - SWITCHED NEUTRAL SPACE - - - 20/1 #12 700 DISPENSER #5 1 SPACE - - - _ --- SWITCHED NEUTRAL SPACE - - - 20/1 #12 700 DISPENSER #6 1 SPACE - - - - - - SWITCHED NEUTRAL LIGHTING TOTAL 0 0 0 0 LIGHTING TOTAL OUTLET & EQUIP. TOTAL 3600 3600 4200 0 OUTLET & EQUIP. TOTAL PANEL TOTAL 1 3600 1 3600 1 1 4200 1 0 1 PANEL TOTAL NOTES: 1. PROVIDE SHUNT TRIP BREAKER FOR DISPENSER AO LIGHTING 0 X 1.25 = 0 MISC. 7800 TOTAL 7800 /120 = 65.OA CIRCUITS ACTIVATED BY EMERGENCY SHUTOFF Bpi LIGHTING 0 X 1.25 = 0 MISC. 3600 TOTAL 3600 /120 = 30.0A SWITCHES. CIRCUIT BREAKER SHALL BE SWITCHED NEUTRAL TYPE W/SHUNT TRIP. (Z. EQUIPMENT IS SERIES RATED AT 22,000 AIC. K-451 K-452 [4] [3] R-804 � [3] [4] AUTO LIGHTING CONTACTOR LIGHTING CONTACTOR � I REFERENCE NUMBERS REFERENCE NUMBERS PH-1A CENTER OFF K-451 MANUAL 2 STAGE 1 K-451 WIRING SCHEMATIC K-452 WIRING SCHEMATIC R_ 8°7 AUTO SIGNS (STAGE #1 -PHOTO CONTROL) (STAGE #2-TIME CLOCK PC) 131 [4] 131 [41 CANOPY SIGN K451-1 K452-1 CANOPY LIGHTS (5) TC-1A R-gOg SW-9B PNL -A- (1 1)PNL -A- (19} CENTER OFF (A) �(B)o H(A) I (B) R-811 (10 GA) R-815 (10 GA) � K-452 M2 K451-2 MANUAL K452-2 R-808 STAGE 2 CANOPY LIGHTS (5) PHOTOCELL CANOPY LIGHTS H(B) PNL -A- (2 3) jO P-802 [802] [PH 1 ] H(A) I (B) � O R-816 (10 GA) 6] PNL -A- NB CANOPY SIGN K451-3 CANOPY LIGHTS (5) K452-3 [803] [PH2] PNL -A- (12) O (A) PNL -A (4) A I PH-1 7] P-803 GND TO DIN O R-813 (10 GA) R-817 (10 GA) I ( ) NOTES: CANOPY LIGHTS (4) K451-4 K452-4 CANOPY LIGHTS (2) PNL -A- 16 ( ) 1. ALL WIRE 14 GA UNLESS OTHERWISE SPECIFIED. ( ) (A) (B) PNL -A- B (A) H(B) 2. WIRE COLOR IS DENOTED BY: BK� BK-814 (10 GA) R-818 (10 GA) BK = BLACK G = GREEN R = RED B = BLUE K451-7 K451-5 P = PURPLE G/Y = GREEN/YELLOW STRIPE H(B) K452-7 H(B) K452-5 X = COLOR IS TO MATCH PHASE: (PH A=BLK, PH B=RED, PH C=BLUE)(A) I [ (B�[ (B�C� 3. (} DENOTES CONNECTION NOTE/TERMINAL (A) (A) NOT MARKED ON PART 4. [ ] DENOTES MARKING ON PART K451-8 K451-6 MARKED ON PART K452-8 K452-6 5. COMPONENTS ARE DENOTED AS AA-HH ` COMPONENT DESIGNATOR fi � H(B) H(B) (A) I()J (A�) k(B)O NUMBER OF COMPONENT 2 LIGHT CONTACTOR SCHEMATIC NO SCALE HARRISON FRENCH ARCHITECTURE 502 S.W. A Street Bentonville, Arkansas 72712 Telephone 501 /273-7780 DANNY E. DOSS, P.E. Mechanical -Electrical -Industrial 132 Kelley Drive Rogers, AR 72756 Telephone 501-631-1712 SAM'S CLUB 608 S.W. 8TH STREET BENTONVILLE, Aft 72712 Sheet Contents: Drawn By: MJS Checked By: LCH Revisions: Project Number: HFFS2263 Date: 11-12-01 Sheet: I Copyr I ght 0 NOTE (2) (BELDEN 88761) BARE - BLACK RED NOTE (3) BLACK RED EXPLOSION PROOF JUNCTION BOX (BY G.C.) TLM INSTALLATION KIT (Q439429) DO NOT SHORTEN PROBE DATA CABLE. TLM RISER OUTER TANK WALL -- INTERSTITIAL SPACE INNER TANK WALL -- BARE WHITE NOTE FOR TLM CABLE: TLM SENSOR CONDUIT (LOOP TO ADJACENT TANK) NO SPLICES ARE ALLOWED BETWEEN TLM JUNCTION BOX AND CONSOLE. (NOTE 4) REFER TO E1 FOR CONDUIT ROUTING PRODUCT FLOAT (NO METAL WEIGHT) INNER TANK WALL ---\ INTERSTITIAL SPACE --� OUTER TANK WALL DETAIL - TANK LEVEL MONITOR (TLM) NOTE: NO SCALE REFER TO E1, 2-T3 AND 1-T1 TYPICAL OF (3) LOCATIONS TO SENSOR/PROBE- OUTER CABLE TIE WRAP JACKET NOTE: BARE WIRE MUST BE INSERTED IN EPDXY UP TO AND INCLUDING INSULATION AND CABLErBY CONSOLE JACKET. PACKET ALANT PACK STALLATION CONTRACTOR EPDXY SEALANT --90-008) WIRE NUTS DETAIL - WIRE CONNECTION EPDXY SEAL NO SCALE NOTE: TYPICAL FOR ALL WIRING CONNECTIONS - EPDXY SEAL SHALL BE INSTALLED AFTER A.S.O. HAS STARTED SITE MONITORING SYSTEM ✓" C LEVEL MONITOR BE Q0400-XXX __R FLOAT -1 METAL WEIGHT) MODEM PHONE LINE CONNECTION AND RIM INTERFACE CONNECTION - REFER TO COMPUTER SHEET FOR ALL CONNECTIONS TO THE AUTOGAS COMPUTER EXPLOSIOI JUNCTION (BY G.C.) TO J-BOX STP SUMP III JI SENSOR NOTE (2) (Q0003-002) (INTRINSICALLY SAFE) NOTE FOR SUMP SENSOR CABLE: STP SUMP SENSOR CONDUIT (LOOP TO ADJACENT SUMP) NO SPLICES ARE ALLOWED BETWEEN SENSOR J-BOX AND CONSOLE - REFER TO E1 FOR CONDUIT ROUTING. (NOTE 4) DETAIL - STP SUMP SENSOR NOTE: NO SCALE TYPICAL OF (3) LOCATIONS MODEM RIM INTERFACE RESISTOR PACK REFER TO E1, 4,5,6 ON SHEET T2 DO NOT CUT BETWEEN SENSOR HEAD AND LOCAL (NOT USED) RESISTOR PACK NOTE: 1) DETERMINE TANK INSIDE DIAMETER (TD) MEASURE THE RISER HEIGHT (RH) INTERSTITIAL SENSOR FROM TOP OF TANK TO CAP INSTALLATION KIT RED ASSEMBLY. (Q439447 ) WHITE 2) MULTIPLY THE TANK RISER BLACK DIAMETER (TD) x 1.4 AND NOTE (3) ADD THE RISER HEIGHT PULL CORD EXPLOSION PROOF (RH). FORMULA = (TD) x DO NOT CUT! JUNCTION BOX BLACK 1.4 + (RH) (BY G.C.) 3) MEASURE FROM THE TANK DIAMETER WHITE SENSOR TIP ALONG THE SENSOR CABLE THE LENGTH ATTACH CALCULATED AND MARK WITH BARE TO J-BOX TAPE OR MARKER. 4) ATTACH THE TANK, PULL INNER TANK WALL NOTE (2) ,CORD TO THE SENSOR AND INTERSTITIAL SPACE PULL INTO THE INTERSTITIAL SPACE UNTIL THE CABLE OUTER TANK WALL MARKER IS EVEN WITH THE INTERSTITIAL SENSOR TOP OF THE RISER. (INTRINSICALLY SAFE) NOTE FOR INTERSTITIAL SENSOR 5) ASSEMBLE THE CORD Q0003-003, QD003-006 CABLE: INTERSTITIAL SENSOR CONDUIT GRIP INTO THE RISER CAP SUPPLIED WITH 20' 6 1 M LOOP TO ADJACENT TANK AND ROUTE THE SENSOR ( ) CABLE ARE ALLOWED BETWEEN SENSORS -BOX CABLE THROUGH THE CORD GRIP. AND CONSOLE - REFER TO E1 FOR TANK INTERSTITIAL SENSOR MOUNTING CONDUIT ROUTING. (NOTE 4) NO SCALE TANK LEVEL MONITOR TLM LS DPI LLD BELDEN 88761 (Q439570) (Q439970) (Q439574) (Q439599) RED NOTE (6) p BLACK TirEl T1 ryc o p A a BARE cQ O STP SUMP SENSOR CONNECTION T2c NC F: No ❑ PUMP E3 POWER Z NC p MONITORS BELDEN 88761 RED T2 No ❑L_J NC ❑❑ ❑ BLACK T3 "c [_ "Gp JE NOTE: T1 = TANK NUMBER 1 El C[_0 N a 20,000 GAL. REGULAR o T3 UNLEADED TANK ❑ T2 = TANK NUMBER 2 20,000 GAL. REGULAR INTERSTITIAL SENSOR ❑ UNLEADED TANK CONNECTION 1:,ccoill 20,000 C ppBELDEN 83553UNLEAD T3 = TANK NUMBER 3 RED TANK 1 p 20,000 GAL. SUPER WHITE ❑ UNLEADED TANK BLACK QUAD RELAY BOARD 20,000 (Q439941) o UNLEAD PUMP TANK 2 ❑ CONTROL SENSOR A ❑ NC ❑ NG p "C INPUT 4 c° 8 0 20,000 3 ❑ ° 7 El NC ❑ SUPER ❑ TANK 3 REPUMP ❑ NC 2 ❑ No NC 6 p NO AC POWER X o NC NG PHASE 1 1❑ N 5 p NO c I GROUND O K1 L ❑❑ G N c p o e GROUND LINE (CANADA ONLY) NEUTRAL ROUTE CONDUITS SUCH THAT ACCESS TO COMMUNICATIONS, PRINTER AND DATA PORTS ON BOTTOM OF CONSOLE IS NOT BLOCKED AC POWER FROM E.D.C. FROM TLM FR_... SENSORS AND IdINTERSTITIAL SENSORS EECO SYSTEM 2000 SERIES CONSOLE (FRONT GENERAL CONTRACTOR SHALL ATTACH ALL SHEALDS AND BARE WIRES (EXCEPT TLM) TO CONSOLE CHASSIS - ENSURE PROPER GROUND BY EXPOSING BARE METAL ON CHASSIS AND SECURING WITH SCREW NOTE: EECO SYSTEM, RIM AND ALL SENSORS ARE SUPPLIED BY FUEL MANAGERS AND INSTALLED BY GENERAL CONTRACTOR - REFER TO GENERAL NOTE NUMBER 5 SHEET E4. CONNECT PHONE LINE TO MODEM PORT CONDUIT FROM TANK CONDUIT FROM STP SUMPS USING 9 PIN RJ-11 MODULAR ADAPTER LEVEL MONITORS SUPPLIED WITH CONSOLE. CONDUIT FROM BRINE SENSORS 0 0 AC POWER FROM E.D.C. 0 00 TO EECO CONSOLE (NOT USED) O PRINTER O 1 1 2 2 3 3 3 0 0oao o 0000 O NON -INTRINSICALLY SAFE NON -INTRINSICALLY SAFE LINE LEAK DETECTOR NO USE AT AC POWER AND INTRI SICALLY SAFE AND DISPENSER POWER INTERFACE (IF INSTALLED); THIS TIME EXTERNAL RELAY WIRING C CUIT WIRING INTRINSICALLY SAFE TANK LEVEL MONITOR OR LEAK 0 0000 0 50R (IF LI LEAK DETECTO NOT INSTALLED) ALARM 1 1 2 2 3 3 3 0 o°o°a°oo O o°0000 a AC POWER FROM EECO CONSOLE TO RIM MODULE REFER TO E4 FOR RIM INSTALLATION CONNECT RIM INTERFACE MODULE TO (I)NON-INTRINSICALLY SAFE POWER CONSOLE USING INTERFACE CABLE #400112 SUPPLIED WITH RIM - (2) INTRINSICALLY SAFE CONNECTIONS FOR LEAK SENSORS REFER TO E4 FOR RIM INSTALLATION AND TANK LEVEL MONITOR PROBES. (INSPECT CONSOLE FOR LOCATION OF INTERFACE MODULE.) �3 NON -INTRINSICALLY SAFE LINE LEAK DETECTOR AND DISPENSOR POWER INTERFACE. (INSPECT CONSOLE FOR LOCATION OF INTEFACE MODULES.) EECO SYSTEM 2000 SERIES CONSOLE (BOTTOM) TABLE 1 WIRE TYPES AND SIZES CABLE TYPE PROBE OR SENSOR BELDEN 88761 TLM, SUMP SENSORS, AND INTERFACE WITH RIM BELDEN 83553 INTERSTITIAL SENSOR 14 AWG THHN AC POWER TO CONSOLE AND RIM CAUTION: THIS EQUIPMENT GENERATES, USES AND CAN RADIATE RADIO FREQUENCY ENERGY AND IF NOT INSTALLED AND USED IN ACCORDANCE WITH THIS INSTRUCTION MANUAL, MAY CAUSE INTERFERENCE TO RADIO COMMUNICATIONS. IT HAS BEEN TESTED AND FOUND TO COMPLY WITH THE LIMITS FOR CLASS A COMPUTING DEVICE PURSUANT TO SUB —PART J OF PART 15 OF FCC RULES, WHICH ARE DESIGNED TO PROVIDE REASONABLE PROTECTION AGAINST SUCH INTERFERENCE IN WHICH CASE THE USER AT HIS OWN EXPENSE WILL BE REQUIRED TO TAKE WHATEVER MEASURES MAY BE REQUIRED TO CORRECT THE INTERFERENCE. ® WARNING: THE EECO SYSTEM® OPTIONS ARE DESIGNED TO MONITOR VARIOUS ASPECTS ASSOCIATED WITH HYDROCARBON FUELS IN A SAFE AND RELIABLE MANNER WHEN INSTALLED AS INSTRUCTED HEREIN. DEVIATION FROM THESE PROCEDURES INCLUDING THE INSTALLATION OR USE OF NON —APPROVED COMPONENTS COULD RESULT IN UNSAFE CONDITIONS OR UN —RELIABLE OPERATION AND WILL VOID THE WARRANTY. SAFE INSTALLATION IS THE RESPONSIBILITY OF THE INSTALLER AND START UP CONTRACTOR. CQ7 NOTICE: ANY DEVIATION FROM THESE INSTRUCTIONS MAY VOID THE U.L. LISTING AND C.S.A. LISTING FOR THIS EQUIPMENT AND MAY VOID EMCO RELATED WARRANTY. IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO INSTALL THIS EQUIPMENT PER THESE INSTRUCTIONS. DURING INSTALLATION OF THIS PRODUCT COMPLY WITH THE NATIONAL ELECTRICAL CODE; FEDERAL, STATE, LOCAL CODES, AND OTHER APPLICABLE SAFETY CODES. ® DANGER: DO NOT INSTALL THE CONSOLE IN A VOLATILE, COMBUSTIBLE, OR EXPLOSIVE ATMOSPHERE ® NOTICE: THIS DRAWING TO BE USED ONLY AS A GUIDE. FOR SPECIFIC INSTALLATION INFORMATION REFER TO EECO SYSTEM INSTALLATION MANUALS... Q340-116 CONSOLE Q340-154 LEAK SENSOR Q340-155 TANK LEVEL MONITOR NOTES: (1) CONDUIT SIZE (3/4" OR GREATER) MUST BE DETERMINED ACCORDING TO APPLICABLE LOCAL OR NATIONAL ELECTRICAL CODES. (2) CHICO COMPOUND ALL EYS PER NFPA SPECIFICATION. (3) ALL WIRE NUTS ARE TO BE SEALED BY ELECTRICAL CONTRACTOR USING EPDXY SEAL PACKS AFTER A.S.O. HAS INSPECTED ALL CONNECTIONS AND STARTED SYSTEM (SEE DETAIL WIRE CONNECTION EPDXY SEAL LOCATED ON THIS SHEET. (4) RUN ONE CABLE FOR EACH TANK LEVEL MONITOR (TLM), LEAK SENSOR (LS), AND INTERSTITIAL SENSOR. NO SPLICES ARE ALLOWED IN CABLE RUN! IDENTIFY EACH CABLE WITH SENSOR TYPE AND LOCATION. (5) CONTACT FACTORY FOR CABLE RUNS GREATER THAN 100'. (6) THE EECO SITE MONITORING SYSTEM SHALL BE PROGRAMMED TO AUTOMATICALLY ALARM UPON DETECTION OF ANY TYPE OF LIQUID AT ANY SENSOR. ALL ALARMS WILL BE LOCAL AUDIBLE VISIBLE AND REMOTE OFF SITE SENT TO SAM'S FUELING DIVISION OPERATIONS OFFICE. ALARMS WILL BE IMMEDIATE NOTIFICATION 24 HOURS A DAY, 7 DAYS A WEEK AT BOTH LOCAL AND REMOTE LOCATIONS. onrnrr nnnnvrrr -ram / JLIVJVI\ UI\r11 TYPICAL U-BOLT Q439600 (1.5 IN. PIPE) Q439601 (4.0 IN. PIPE) BRACKET SCREW BRACKET NUT SENSOR BRACKET SCREW U-BOLT NUTS DETAIL - SUPPORT BRACKETS NO SCALE NOTE: CLAMP AND SENSOR BRACKET Q439600 TO BE USED FOR 1.5" PIPE CONNECTIONS. CLAMP AND SENSOR BRACKET Q439601 1-0 BE USED FOR 4.0" PIPE CONNECTIONS. I HARRISON FRENCH ARCHITECTURE 502 S.W. A Street Bentonville, Arkansas 72712 Telephone 501/273-7780 DANNY E. DOSS, P.E. Mechanical -Electrical -Industrial 132 Kelley Drive Rogers, AR 72756 Telephone 501-631 -1712 SAM' S CLUB FUELING STATION SAM'S CLUB 608 S.W. 8TH STREET BENTONVIL LE, AR 72712 Sheet Contents: SITE MONITORING WIRING DIAGRAM Drawn By: MJS Checked By: LCH Revisions: Project Number: HFFS2263 Date: 1 1-12-01 Sheet: 3 OF 7 SHEETS E-3 Capyr I ght 0 OUTSIDE OF EQUIPMENT BUILDING LINE OF BUILDING ICR TOP CIRCUIT BOARD nl/ I V V V l ,YI I V 1 -1 1 DISPENSER NUMBE AUTOGAS UDB BOX DISP 0 I ; ? in ICR IDISP TOP CIRCUIT BOARD BOTTOM CIRCUIT BOARD P2 P3 Z P2 P3 GRN GRN - GRN I�I�I�I� �I�III�I�I�I�I�I�I�I�I�Z ZoZm�'I m a m s 0 m o m s Z 1-2 1 1 2 3 3 4 4 5 5 6 8 7 7 8 8 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 6 Z L_T T T I I y I I IT- T I I I I I I I I I a 6�56�5 �5w�5a�5a�58�5 I ( III Iill I x FIELD WIRING L- BLK O I Illllllllllz x FIELD WIRING BLJC NaD RED RED DISPENSER AND SITE CONTROLLER WIRING DIAGRAM INSIDE OF EQUIPMENT BUILDING AUTOGAS UDB BOX SUPPLIED BY AUTOGAS — G.C. TO MOUNT TO WALL AND MAKE ALL TERM— INATIONS EECO RIM INTERFACE MODULE SUPPLIED BY EECO — G.C. TO MOUNT TO WALL AND MAKE ALL TERMINATIONS — REFER TO COMPUTER SHEET FOR ALL DATA CONNECTIONS TO AUTOGAS COMPUTER - 10 9 I I g I I 7 6 I I 5 EECO RIM INTERFACE 1 4 I 3 REFER TO SHEET E3 FOR i 2 ADDITIONAL RIM AND EECO i 1 INSTALLATION DIAGRAMS L- _J I I J41 1 I L---- __J POWER CORD TO WALL RECEP. GENERAL CONTRACTOR SHALL PROVIDE GROUND SCREW AND GROUND WIRE (2) 1" CONDUITS WIRING INTERFACE BOX BY G.C. ITEM DESCRIPTION QTY MANUFACTURER PART # 1 PANEL 1 HOFFMAN A-10086SC 2 SUB -PANEL 1 HOFFMAN A-10P8 3 TERMINAL BLOCK 32 ALLEN BRADLEY 1492R4 4 DIN RAIL 1 ALLEN BRADLEY 199-DR1 5 END RETAINER 2 ALLEN BRADLEY 1492-ER35 6 PRE-PRINTED MARKER CARD 1 ALLEN BRADLEY 1492-SM6X9H1-50 NOTE: CONTRACTOR SHALL CONNECT ALL SHIELDED CABLE BARE WIRES TOGETHER INSIDE WIRING INTERFACE BOX AND ATTACH TO GROUND SCREW. EECO DATA CORD - REFER TO COLOR CODE ON LABEL - RX COLOR TO PIN 1 GND COLOR TO PIN REFER TO COMPUTER SHEET FOR ALL DATA CONNECTIONS TO AUTOGAS COMPUTER POWER CORD TO WALL RECEPT. REFER TO COMPUTER SHEET FOR ALL DATA CONNECTIONS TO AUTOGAS COMPUTER NOTES: 1. ELECTRICAL CONTRACTOR SHALL LABEL DISPENSER AND ICR WIRES AT BOTH DISPENSER JUNCTION BOX AND WIRING INTERFACE BOX. CONDUIT FOR ALL DISPENSER (DISP) LINES FROM GUTTER TO WIRING INTERFACE BOX BY GENERAL CONTRACTOR GROUND 18 GA. TFFN DISPENSER WIRES #18 SHIELDED PAIR BELDEN #88760 CARD READER LINES #18 SHIELDED PAIR BELDEN #88760 CONDUIT FOR ALL CARD READERS (ICR) LINES FROM GUTTER TO WIRING INTERFACE BOX BY GENERAL CONTRACTOR GENERAL NOTES: 1. ALL EQUIPMENT TO BE INSTALLED IN ACCORDANCE WITH THE 4. ALL WIRING SHALL BE MINIMUM 18 GA. THHN 300V OIL AND NATIONAL ELECTRICAL CODE (NFPA70) AND THE AUTOMOTIVE GASOLINE RESISTANT UNLESS NOTED OTHERWISE. AND MARINE SERVICE STATION CODE (NFPA30A) 2. ALL DISPENSERS SHALL BE ON SAME PHASE. 5. THE GENERAL CONTRACTOR SHALL MAKE ALL CONNECTIONS SHOWN FOR EECO 2000 SERIES CONTROLLER, SENSORS AND 3. THE GENERAL CONTRACTOR SHALL MAKE ALL CONNECTIONS RIM INTERFACE BOX. AFTER ALL CONNECTIONS HAVE BEEN SHOWN FOR DISPENSERS, STP'S, EC CONTROLLER AND DATA MADE ALL BREAKERS SUPPLYING POWER TO THESE ITEMS DISTRIBUTION BOX. AFTER ALL CONNECTIONS HAVE BEEN SHALL BE LOCKED -OUT TO PREVENT POWER TO EQUIPMENT. MADE ALL BREAKERS SUPPLYING POWER TO THESE ITEMS GENERAL CONTRACTOR SHALL NOTIFY WAL-MART CONSTRUCTION SHALL BE "LOCKED -OUT" TO PREVENT POWER TO EQUIPMENT. MANAGER AND EECO SERVICE TECHNICIAN FOR GENERAL CONTRACTOR SHALL NOTIFY WAL-MART CONSTRUCTION START-UP OF EQUIPMENT. THE GENERAL CONTRACTOR SHALL MANAGER AND WAYNE-DRESSER SERVICE TECHNICIAN FOR ENSURE THAT THE ENTIRE MONITORING SYSTEM IS READY TO START-UP OF EQUIPMENT. THE GENERAL CONTRACTOR SHALL OPERATE AS PER THE INSTALLATION INSTRUCTIONS FOR THE ENSURE THAT THE ENTIRE FUELING SYSTEM IS READY TO EQUIPMENT. OPERATE INCLUDING DISPENSING OF FUEL DURING THE START-UP OF EQUIPMENT. AFTER WAYNE-DRESSER HAS STARTED AND TESTED ALL EQUIPMENT THE GENERAL CONTRACTOR SHALL NOTIFY THE WAL-MART CONSTRUCTION MANAGER AND AUTOGAS THAT THE SITE IS NOW READY FOR THE AUTOGAS CONTROL EQUIPMENT TO BE INSTALLED. PROVIDE SEAL -OFF AS REQUIRED DISPENSER (DISP) AND CARD READERS (IRC) WIRE CONDUIT - REFER TO E1 FOR ROUTING TYP. OF (2) REFER TO 2-E5 FOR LAYOUT EECO 2000 SERIES CONSOLE SUPPLIED BY EECO - G.C. TO MOUNT TO WALL AND MAKE ALL TERMINATIONS CONDUIT WITH STP AND INTERSITITIAL SENSOR CABLES - REFER TO E3 FOR EECO WIRING DIAGRAM, E1 FOR SITE CONDUIT ROUTING AND E5 FOR CONDUIT LAYOUT AT GUTTER CONDUIT WITH TANK LEVEL MONITOR SENSOR CABLES - REFER TO E3 FOR EECO WIRING DIAGRAM, E1 FOR SITE CONDUIT ROUTING AND E5 FOR CONDUIT LAYOUT AT GUTTER POWER WIRING AND CONDUIT FOR EECO CONSOLE AND RIM MODULE - ROUTE TO POWER DIST. CENTER ALL CONNECTIONS BY GENERAL CONTRACTOR AS PER MANUF. SPECS. DATA GUTTER FOR CONDUITS TO ENTER EQUIPMENT BUILDING SUPPLIED WITH PETRO POWER CENTER (SEE BUILDING LAYOUT ON SHEET 2/E5) HARRISON FRENCH ARCHITECTURE 502 S.W. A Street Bentonville, Arkansas 72712 Telephone 501 /273-7780 DANNY E. DOSS, P.E. Mechanical -Electrical -Industrial 132 Kelley Drive Rogers, AR 72756 Telephone 501-631-1712 SAM' S CLUB FUELING STATION CLU8 n 4785 FLORIDAFORD SAN' SAM'S CLUB 608 S.W. 8TH STREET BENTONVILLE, AR 72712 Sheet Contents: DISPENSER & SITE CONTROLLER WIRit,IG DIAGRAM Drawn By: MJS Checked By: LCH Revisions: Project Number: Date: Sheet: HFFS2263 11-12-01 4 OF 7 SHEF-fS � E-4 NO SCALE Copyr I ght OUTSIDE OF EQUIPMENT BUILDING O O O SURGE SUPPRESSORS LIGHT FOR ELECTRONIC CONTROL PANEL "B" CIRCUITS STPS AND DISPENSERS REF: 2/E2 (2) FIELD WIRING STP RELAYS LIGHT REF: 2/E6 CONTACTORS REF: 2/E2 PANEL "A" DISPENSE GENERAL CIRCUITS ISOLATION 1 AND LIGHTING RELAYS DISPENSER ISOLATION RELAYS LIGHT CONTACTORS DISPENSER ISOLATION RELAYS REF: 1 /E6 FIELD WIRING FIELD WIRING TERMINALS FOR TERMINALS OLIGHT CONTROL O REF: 3/E6 O WIRING DIAGRAM REFER TO C2 FOR ATM LOCATION. SCH. 40 PVC. UTILIZE .ALVANIZED FACTORY LONG\ WEEPS FOR TRANSITION ` ROM UNDERGROUND, COMPUTER FUTURE USE FUTURE USE DISP. DATA 4,5,6 DISP. DATA 1,2,3 SECURITY CAMERA TANK PROBES -•-- STP SUMPS FUT. STP SUMP SENSORS 3/4" EMT BRINE SENSORS TELEPHONE MONITORING SENS. FUT. CONDUIT FOR FUTURE ATM. 3-#8 TW, 3/4" EMT CONDUIT - RUN CONDUIT FOR FUTURE ATM. RUN CONDUIT TIGHT TO WALL. TIGHT TO WALL. --- DISP. 6 POWER DISP. 5 POWER --- DISP. 4 POWER • DISP. 3 POWER -�- DISP. 2 POWE DISP. 1 POW R FUTU ATM POWER To AN PY LIGHTS STP 1 STP 2 STP 3 - ELECTRICAL 3/4" SCH. 40 PVC. HOFFMAN #A-12R-128 NEMA 3R ENCLOSURE. MOUNT 54" A.F.G. TO CENTER OF ENCLOSURE. CONTRACTOR SHALL INSTALL TERMINAL BLOCKS FOR FUTURE ATM CONNECTION. ALL WIRES SHALL BE LANDED AND LABELED PER CODE. JG CONDUIT LAYOUT 1 /2" = V-0" IF MORE THAN ONE REMOTE E—STOP IS REQUIRED LOOP CONTROL WIRING FROM FIRST E—STOP TO SECOND — REFER TO E1 FOR ROUTING OF CONDUIT CONDUIT FROM EQUIPMENT BUILDING E—STOP — REFER E1 FOR CONDUIT ROUTING BOLLARD EMERGENCY SHUTOFF LINES TO ELEC. DIST. CENTER NOTE: REFER TO EQUIPMENT LIST SHEET A3 AND SHEET A2 FOR MOUNTING HEIGHT EMERGENCY SHUT—OFF MUSHROOM PUSH—PULL SWITCH — PROVIDE ONE ON OUTSIDE OF EQUIPMENT BUILDING. REFER TO SHEETS E1 AND E2 FOR EXACT LOCATIONS E.C. TO PROVIDE 2" CONDUIT WITH PULL STRING FROM EXISTING SAM'S CLUB — FUTURE USE BY WAL—MART ALARM. REFER TO MEP1 FOR ROUTING EQUIPMENT BUILDING WALL CONDUIT TO REMOTE E—STOP ONLY IF REQUIRED — REFER TO E1 )TE E—STOP DETAIL E—STOP DETAIL AT BUILDING =R TO E1 FOR LOCATIONS(IF REQUIRED) DETAILS NO SCALE DISPENSER JUNCTION BOX (TYPICAL OF 8) CAT WIRES BROWN (+) WHITE\GREY (—) J—BOX INSIDE EACH DISPENSER SUPPLIED WITH DISPENSER — ALL CONNECTIONS BY ELECTRICAL CONTRACTOR WIRE NUT CONNECT TO GROUND WITH SCREW PROVIDED PUMP DATA (DISP) AND CAT (ICR) WIRES TO BE #18 SHIELDED PAIR BELDEN #88760 NOTE: DO NOT LOOP PUMP DATA OR CAT WIRES BETWEEN DISPENSERS — EACH DISPENSER MUST HAVE SEPARATE DATA AND CAT WIRES TO THE EQUIPMENT BUILDING PUMP DATA AND CAT WIRE CONDUIT — REFER TO E1 FOR ROUTING — TYP. FOR EACH DISP. HARRISON FRENCH ARCHITECTURE 502 S.W. A Street Bentonville, Arkansas 72712 Telephone 501 /273-7780 DANNY E. DOSS, P.E. Mechanical —Electrical —Industrial 132 Kelley Drive Rogers, AR 72756 Telephone 501-631 —1712 SAM'S WHOLESALE r SAM'S CLUB FUELING STATION CLU8 # 4785 SANFORD, FLORIDA SAM'S CLUB 608 S.W. 8TH STREET BENTONVILLE, AR 72712 Sheet Contents: WIRING DIAGRAM Drawn By: MJS Checked By: LCH Revisions: Project Number: HFFS2263 Date: 1 1-12-01 Sheet: 5 OF 7 SHEETS E-5 NO SCALE Copyr I ght f O o � z n w � O O a- ry ry �0 0 w wz Cn ryO O Dcf-I 000 ❑ ❑ ❑ 000 Ln O CD W Cn J U I- w J w O TORK GRASSLIN ONE CIRCUIT DIN 1 00/200 PHOTO -ELECTRIC SWITCH PC1-120 0 0 U F] 0 (D ❑ CH-2 TC-1 PH-1 Q CLK DAY HR MIN O O O O 'H2 SCH ON OFF 0 6 Q� oT EST CH-1 PH1 FQE)i F 7 O 0,2 - 30 FC� 20 - 2000 FC - FC + CH-1 NU S)UALL i m I— Li O O U a- ~ wcn w cn UD U W Li CC)) z= z Iz� z w I --D I--W z� M cn w �� o m c°no w1- wo I--- r-) C) W C) 00� 0 ry luJ OD 0 ry_JD QD LL_ O� O U 0 z 0 UD z —Q W ft�0 or) LLJ w w O 0O (n Iw- IW- O tW; Q IW- � O Q 0 W d LLJ W Q DO Q U) z OU z O IW- Cn CD �O cno >-(n � V) �O J Cn OU W z W (n 0 W In � C) -J - a' J Q 0 m Q W O Q U JLLJ O N � z � IW- W_ � CL V O oU M > Li LiO 00 L z o Cr] O W `� ° z o � D O O O o w w U U) z W w O n ry w ry W U U W J Cn Q U W IY UPS TERMINAL BLOCK N d CO Ln CU a =i1= O x x x x x x x x x x x x O O 0 0 0 0 0 0 0 0 0 0 M M m m m m U _D -D -D W W w Cn W W (n W v) W (n W U) In W M W W W W W W W (n (n z z z z z z z z z z w wz w w w w w W w w w w w a_ (L (L n n a- a_ a_ a_ n a W V) M to — 0 0 0 C) 0 0 F 0 0 0 0 O 0 0 0 0 0 0 0 NU S)UALL TO PRODUCT #1 PUMP TO PRODUCT #2 PUMP TO PRODUCT #3 PUT :Fx_11 ❑ D -T1 ❑ 605 1411 73 i 7 11. M Ell 60, mmme MOSEME1 Fx_11n > __�625 n • �ymeo .- • X1 ❑ D CA _Tl ❑ 645 �i1 00 ► 00 TB3 STP PLUS CONTROL TB5 STP PLUS CONTROL POWER TB4 STP PLUS POWER SQD QOU CIRCUIT BREAKER NU 5LALL HARRISON FRENCH III ARCHITECTURE 502 S.W. A Street Bentonville, Arkansas 72712 Telephone 501 /273-7780 �f L DANNY E. DOSS, P.E. Mechanical —Electrical— Ind ustriol 132 Kelley Drive Rogers, AR 72756 Telephone 501-631-1712 SAM'S CLUB FUELING STATION CLU8 # 4785 S A NF_0 R D) FLORIDA SAM'S CLUB 608 S.W. 8TH STRE' T BENTONVILLE, AR 72712 Sheet Contents: WIRING DIAGRAM Drawn By: MJS Checked By: i CH Revisions: Project Number: HFFS2263 Date: 11-12-01 Sheet: 6 OF 7 SHEMUS E-6 Copyr I ght 0 t DSPENSER PANEL GENERAL MOTES 1. NEW FUELING STATION WILL BE USING THE EXISTING FIRE ALARM PANEL LOCATED INSIDE THE EXISTING SAM'S CLUB. 2. EXISTING FIRE ALARM SYSTEM IS CONNECTED TO WAL—MART'S U.L. LISTED CENTRAL STATION LISTING #53152 LINE (120VAC) TO DISPENSER NEUTRAL -HE FIRE ALARM SYSTEM AND EMERGENCY STOP L E—STOP IS ACTIVATED THE ALARM PANEL LOCATED INSIDE THE EXISTING SAM'S CLUB WILL G A SIGNAL TO THE CENTRAL MONITORING STATION WHILE SIMULTANEOUSLY ACTIVATING SHUNT —IUNT TRIP BREAKER LOCATED ON PANEL A IS TRIPPED, POWER IS DISCONNECTED TO PANEL B. B POWER IS DISCONNECTED, POWER IS NO LONGER AVAILABLE ON THE 20-1 SWN BREAKER USERS AND SUBMERGED PUMPS. 'ER AT THE 20-1 SWN BREAKER, RELAY K1 IS DE —ENERGIZED. —ENERGIZES, THE CONTACTS K1A AND K1 B OPEN. THIS DISCONNECTS BOTH THE LINE THE GROUNDED CONDUCTOR CONNECTED TO THE DISPENSER. =IRE ALARM SYSTEM AND EMERGENCY STOP RM SITUATION. TOP BUTTON THAT WAS PRESSED TO CAUSE THE SHUNT TRIP TO ACTIVATE. IRE ALARM PANEL INSIDE THE SAM'S CLUB. HUNT TRIP BREAKER IN PANEL A. PUSH BUTTON E—STOP LOCATED ON OUTSIDE OF EQUIPMENT BUILDING MANUAL ACTUATION TO FIRE ALARM PANEL IN EXISTING SAM'S CLUB d HARRISON FRENCH ARCHITECTURE 502 S.W. A Street Bentonville, Arkansas 72712 Telephone 501 /273-7780 DANNY E. DOSS, P.E. Mechanical —Electrical —Industrial 132 Kelley Drive Rogers, AR 72756 Telephone 501-631-1712 *VA SAM'S CLUB FUELING STATION CLU8 # 4785 SANFORD, FLORIDA SAM'S CLUB 608 S.W. 8TH STREET BENTONVILLE, AR 72712 Sheet Contents: EMERGENCY STOP SEQUENCE DIAGRAM Drawn By: MJS Checked By: LCH Revisions: Project Number: HFFS2263 Date: 11-12-01 Sheet: 7 OF 7 SHEETS E-7 I Copyright FUELING STATION PROTOTYPICAL SPECIFICATIONS DIVISION 1 — GENERAL REQUIREMENTS Section 01010 Summary of Work Section 01011 Construction Area Section 01013 Pre —Construction Meeting Section 01020 Project Completion (Phasing) Section 01025 Alterations Project Procedures Section 01030 Standards Section 01400 Quality Control Services Section 01500 Submittal/Shop Drawings Section 01501 Drawings/Specifications Section 01600 Certified Personnel Section 01705 Project Closeout Section 01800 Site Clean —Up during Construction Section 01802 Site Clean—up DIVISION 2 — SITE WORK Section 02110 Demolition Section 02111 Utilities Section 02112 Tank Hole Excavation Section 02200 Tank Hole Fill Section 02210 Tank Hole Fill Procedure Section 02227 Piping Trenches Section 02228 Existing Paving Saw Cuts DIVISION 3 — CONCRETE Section 03310 Mix Design Section 03320 Forming Section 03330 Reinforcing Section 03340 Grades Section 03341 Concrete Placement Section 03345 Joints Section 03350 Surface Finish Section 03360 Curing Section 03370 Testing DIVISION 4 — ASPHALT PAVING Section 04010 Site Preparation Section 04020 Compaction Section 04031 Prime Coat DIVISION 5 — NOT USED DIVISION 6 — NOT USED DIVISION 7 — NOT USED DIVISION 8 — NOT USED DIVISION 9 — PAINTING Section 09900 General Section 09901 Paint Application DIVISION 10 — SPECIALTIES Section 10010 Metal Canopy DIVISION 11 — EQUIPMENT Section 11010 Electronic Fuel Management System Section 11011 Warranty Section 11012 Overview Section 11020 Tank Inventory and Leak Detection System Section 11021 System Overview Section 11024 Reports Section 11070 Submerged Pumps Section 11100 Product Storage Tanks Section 11101 Tank Construction Section 11102 Tank Accessories Section 11103 Approved Manufacturer Section 11104 Installation Section 11105 Sump Penetrations Section 11106 Tank Installation Check List Section 11107 Warrant DIVISION 12 — NOT USED DIVISION 13 — EQUIPMENT BUILDING DIVISION 14 — NOT USED DIVISION 15 — MECHANICAL Section 15000 Piping Section 15050 Pipe Burial Section 15090 Environ Flexible Piping Section 15091 Design Section 15092 Product Compatibility Section 15093 Corrosion Resistance Section 15094 Structural Integrity Section 15095 Integrity Testing Section 15096 Monitoring Capability Section 15097 Access Chambers Section 15098 Grounding Section 15099 Piping Installation Checklist Section 15100 Steel Pipe and Fittings Section 15110 Screwed Connections Section 15120 Pipe Handling Section 15130 Pipewrap DIVISION 16 — ELECTRICAL Section 16010 General Section 16020 Electrical Conduit and Fittings Section 16030 Electrical Wiring Section 16050 Electrical Test Section 16051 Grounding DIVISION 1 — GENERAL REQUIREMENTS 01010 SUMMARY OF WORK: The project consists of installation of three underground double wall fiberglass tanks, three turbine pumps, fueling islands with MPD dispensers, one steel canopy with lighting, one utility building with climate control to house the electrical and electronic control equipment, a tank inventory and leak detection system, all other equipment necessary for the operation of the station and all concrete, asphalt, tank fittings and piping required for a complete installation. Owner furnished products: The following products and materials will be furnished/delivered by Sam's and installed by the contractors. 1. Underground storage tanks, straps and deadmen for a complete installation. 2. Metal canopy, anchor bolts and foundation design 3. Canopy light fixtures 4. Multi product dispensers 5. Misc. electronic equipment and signage as described by the construction documents. 6. Prefabricated fiberglass building, including hvac unit. 01011 Contractor shall be aware of the fact that construction will take place within the confines of an operating Sam's Club parking lot that will be in operation during the construction and Contractor shall endeavor to limit interference with its operation to a minimum. 01013 Prior to start of construction, Contractor shall meet with representatives of Wal—Mart Realty Construction, to have an area designated for storage of equipment and parking of the required equipment. This area as well as the actual job site shall be enclosed in chainlink fencing as described on the construction drawings. A traffic lane shall be designated for ingress and egress from the work area. If required, flag men shall be provided to provide a safe and efficient movement of vehicles. No changes to the work area or to our traffic pattern agreed upon shall be made without prior approval of the Sam's Club Manager. The Construction Manager will secure the approval for such changes. 01020 It shall be understood by the Contractor that he is responsible for the completion of all phases of the construction and that he is to turn over to the Sam's Gasoline Division the facility in operating condition. 01025 Securing the Permit: It is NOT the responsibility of the Architect to secure any permit, nor to determine all fees, processes, licenses, location of permit office, its business hours and personnel. The following are examples of permits and submittals that are typically NOT the responsibility of the Architect: Contractor Design —Build items Fire Protection Sam's External Vendor Items Structural Steel Joists & Girders Steel Deck Sam's Internal Vendors Fixtures Exterior Building Signage Alarm Systems Telecommunications Data Systems Responsibility for Change Orders: The Architect issuing a Construction Change Directive must determine if the Jurisdiction requires permit review of the change and, if required, must submit and track the approval. Contractor is responsible for obtaining and paying for all necessary permits except those that have been specifically excluded in the Contract. The Contractor shall also perform all the required start—up procedures. After all equipment has been installed, the Contractor shall undertake a Precision Test on the tanks and fuel lines by an independent third party testing company. Sam's Club, Inc. retains the right to specify the third party testing company. Results of this test shall be provided in writing to the Construction Manager prior to Sam's possession. 01030 Standards — The latest issue of the following standards and codes shall apply: NFPA — 30 "Flammable and Combustible Liquids Code" NFPA — 30A "Automotive and Marine Service Station Code" NFPA — 70 "National Electrical Code" NFPA — 77 "Static Electricity" API — 1615 "Installation of Underground Petroleum Storage Systems" API — 1632 "Cathodic Protection of Underground Petroleum Storage Systems" UFC "Uniform Fire Code" EPA40 — CFR Part 280 "Underground Tank Technical Requirements" 01400 Quality Control Services — All testing shall be supplied by Contractor except where noted, and be performed by qualified personnel. Third party testing shall be performed by licensed entities and the results provided to the Construction Manager. 01500 Submittal/Shop Drawings — (Only required for alternates to materials not specified in these drawings) Contractor shall submit 4 copies of submittal or shop drawings to the Construction Manager. Submittal shall clearly indicate manufacturer, model number, any options, and technical specifications. Submittal shall be required for all equipment and materials to be used for construction. Submittal shall be returned to Contractor within 2 weeks of submittal date. 01501 Contractor shall maintain at the job site a complete set of drawings and specifications and make them available to the Construction Manager as long as construction is in progress. 01600 All fuel tanks, piping, pumps, etc. shall possess all certifications required to install U.S.T.'s in the jurisdiction in which the tanks are being installed. 01705 Project Closeout — Upon completion of the work, there shall be a final inspection of the project by the Wal—Mart Realty Construction Manager. All equipment shall be tested under normal operation. Sam's Gasoline Division shall provide fuels for the test. Contractor shall have an ASO and an electrician during the opening to handle any required adjustments to the equipment. Start—up of Tank Monitoring Systems shall be by manufacturer's technicians. 01800 Site Clean —Up — Contractor shall maintain the work area clean. Trash and waste material shall be collected at a safe point away from flames or other fire sources. Contractor shall prevent any leaks or drips of hydraulic fluid, motor oil, motor fuels, solvents, and other hydrocarbons from contaminating the ground. Such spills shall be immediately soaked in Oil dry and removed from the site in an approved manner. Trash shall be disposed of daily unless a covered dumpster is provided and its location approved by Sam's Construction Manager or Sam's Club Manager. 01802 After all work has been completed and the project tested and accepted, the Contractor shall sweep clean the entire work area and remove all trash, waste material and his equipment and vehicles. Any damaged parking stripes or stained pavement shall be refinished to its original condition. END OF DIVISION 1 DIVISION 2 — SITE WORK 02110 Contractor shall provide all clearing and demolition as required by the construction. Care shall be taken not to damage any existing structures that are to remain. All waste material shall be disposed of in a manner consistent with existing laws and regulations. All excess dirt, concrete and materials shall be removed form the site at Contractors expense. 02111 Contractor shall exercise due care to protect all existing utilities as well as all roads, building and appurtenances. 02112 U.S.T. excavation shall comply with all applicable local state and federal codes and regulations. Bottom of hole shall be level and walls shall slope as required by local soil conditions. Suitable barricades shall be provided for the protection of the work and to assure safety. Excavations shall be maintained free of water until back fill has been completed. 02200 Tank back fill shall be washed pea gravel as specified by tank manufacturer. A sieve analysis report shall be provided by the Contractor to the Sam's Construction Manager if alternate back fill material is requested PRIOR to placing back fill. The material shall be placed in six inch lifts, properly tamped as directed by the manufacturer's tank setting instructions printed on the side of the tank. 02210 Bedding and back fill around fuel line and conduit shall be clean gravel per manufacturer's recommendations. The pipes shall have a minimum of six inches of this type of back fill on all directions. Sand or gravel back fill shall continue in 6" lifts to the bottom of concrete slab. Compaction shall be not less than 95% of Modified Proctor Density (AASHTO—T-180). 02227 Driving of motor vehicles over backfilled pipe trenches shall not be permitted until such time as pavement has been installed and properly cured. 02228 All cuts in existing pavement shall be made with a concrete saw to full depth of the pavement and shall be straight. END OF DIVISION 2 DIVISION 3 — CONCRETE 03310 Mix Design — Concrete shall be Class B with a 3500 psi minimum field compressive strength at 28 days. 03320 Forming — forms shall be of sufficient strength to resist the applied concrete load without deflecting or springing. Height of all forms shall be equal to the full depth of the item to be constructed. The forms shall be thoroughly cleaned, well oiled, securely staked, braced and held to the required line and grade. Reinforcing shall be positioned to the desired depth and shall rest on suitable chairs or other approved devices. For unexposed finish concrete: Use plywood, lumber, metal, or other acceptable material. If lumber is used, it must be dressed on at least 2 edges and 2 sides for a tight fit. Form coatings: Commercial formulation form coating compound with maximum VOC of 350 mg/I that will not bond with, stain, nor adversely affect concrete surfaces, will not impair subsequent treatments of concrete surfaces. Follow ACI Building Code requirements. 03330 Reinforcing — Steel bars shall be deformed bar conforming to ASTM A 615 grade 60. Bar Supports and spacing shall be as recommended in the CRSI Manual of Standard Practice. Spacing and size of bars shall be as detailed in the Drawings. All rust, oil and other foreign matter shall be removed from the bars prior to placement. Steel wire mesh reinforcing shall conform to ASTM A185. Size shall be 6x6—W1.4xW1.4 weighing 42 lbs. per 100 sq. ft. 03340 Grades — Contractor shall verify all grades and positioning of forms prior to any pour. Any discrepancies shall be brought to the attention of the Sam's Construction Manager. New Paving must meet existing paving at a uniform slope to insure proper drainage. 03341 Concrete Placement — All concrete shall be placed during daylight. Concrete shall not be placed on poorly compacted subgrade or on frozen ground. It shall be placed as soon as practicable but in no event later than one hour after water has been added to the mix. The method and manner of placement shall be such as to avoid segregate and displacement of the imbedded steel. Concrete shall have a temperature between 50 and 100 degrees Fahrenheit when being placed. Compact the concrete by rodding, spading or vibrating to remove all voids. 03345 Joints — Construct expansion joints control joints and construction joints true to line, with face perpendicular to the concrete surface. Construct transverse joints at right angles to centerline. Weakened plane joints shall be cuts made with a powered saw. These joints are acceptable as contraction joints. Expansion joints shall be provided with a premolded joint filler. Top of filler shall be set 1h inch below top of surface of slab. Fill void with gasoline resistant sealer. 03350 Surface finish — All exposed concrete surfaces shall be true, smooth, free from open or rough spaces, depressions, or projections. All horizontal plane surfaces shall be brought flush with the finish elevations and shall be struck —off with a straight edge and floated. Steel trowel finish all exposed surfaces after floating. All edges shall be tooled straight and smooth. Apply light broom finish on slab at right angle to the direction of traffic. 03360 All concrete surfaces shall be cured with R.W. Meadows CS-309 acrylic Liquid Membrane Curing and Sealing Compound conforming to AASHTO M.148, Type 2 — Class B. Apply at rate not less than one gallon per 200 sq. Ft. of surface. Application shall take place after finishing operations are completed. Provide two final coats prior to turn —over to Sam's. 03370 Three test cylinders shall be taken for each 1,000 square feet (or portion thereof) of slab placed. Three test cylinders will be taken from each truckload used in placing the canopy foundations. It is the contractor's responsibility to schedule and pay for an independent testing to perform these tests. Test results for all cylinders shall be submitted in the close out book. The test results will be identified as to which portion of the slab or which canopy foundation that concrete was utilized in. END OF DIVISION 3 DMSION 9 — PAINTING 09900 General — Contractor shall furnish all labor, paint, materials and equipment required to paint all surfaces called for in the construction drawings. Canopy columns shall be painted behind spandrels and signs. Contractor shall furnish paints matching Sherwin Williams Paints. Colors specified on Construction Drawings. 09901 Paint Application — Contractor shall use cleaners, solvents, wire brushes and rags to clean the surfaces to be painted and shall mask those not to be painted. Spray or brush or a combination of both is acceptable. Use due care not to overspray onto adjacent structures or vehicles. Point may be mixed by hand or by mechanical means. However, thinner is not to be added to the paint unless specifically called for by the manufacturer for proper consistency. If weather is cold, paint can be stored in a warm place until ready for application. Do not apply paint if temperature falls below 50 F or when a freeze is expected. Apply the primer coat the some day the surface is cleaned. Each coat of paint shall be applied uniformly and free of pores and holiday. Allow enough time between coats for proper drying of the previous coat. Total dry thickness of paint shall be 5 mills. END OF DIVISION 9 DIVISION 10 — SPECIALTIES 10010 Metal canopy — Canopy Manufacturer will supply and install a prefabricated steel canopy, of dimensions as shown in the drawings, external roof drains, columns and light fixtures. Provide electrical conduit inside column for light fixture circuits and security cameras as shown on electrical drawings. Provide vent piping inside canopy column as shown on tank drawings. Contractor shall be responsible for wiring of the light fixtures. Canopy shall be designed to resist local wind loads, earthquake loads and snow loads. Use a soil bearing strength provided by soils report supplied under separate cover. Minimum wind load shall be 90 mph, and minimum snow load shall be 30 psi. Canopy panels shall be factory painted per drawings. Columns shall be primed pointed with zinc chromate metal primer. All roof drains shall be primed inside and outside. Canopy manufacturer shall provide to architect and construction manager shop drawings and certified engineering calculations of canopy and footing design for submittal ` to city Building Inspection office. 10010 Prior to turning over the gas station to the owner, Wal—Mart Realty Construction Manager and the General Contractor shall confirm that all canopy lights are working properly. If any lights are not working, it will be the General Contractor's responsibility to return the lights to working order. If the problem is determined to be a burned out light bulb, bad ballast or some other deficiency in the light fixture itself, the General Contractor will expedite the repairs and forward the invoice to the Wal—Mart Realty Construction Manger for direct reinbursement. END OF DIVISION 10 DIVISION 11 — EQUIPMENT 11010 Electronic fuel management system. The system shall be manufactured using current microprocessor technology. It shall be designed to offer a wide variety of operational modes and to provide maximum versatility without special programming or engineering changes. Ease and economy of expansion shall also be prerequisite of the proposed system. It shall be capable of operating as a stand—olone fuel management system. It shall also have the capacity of interfacing with a variety of data processing equipment. The data processing on —site or remotely. In the remote mode, all commands and functions normally performed on —site through the local data terminal shall be executable remotely. The system shall be listed by Underwriters Laboratories (UL), and shall comply with all other necessary, applicable local and national standards. The system shall comply with all applicable Federal Communication Commission (FCC) requirements. The system shall provide self —test and diagnostic utilities for start—up and troubleshooting. 11011 The system shall have a minimum of one (1) year parts and labor warranty. 11012 Overview. The purpose of the system shall be to control dispensing equipment and provide accurate accounting of all fuel and related products being dispensed. It shall record data for each transaction in non—volatile memory and on the computer. It shall have the capability of user access by: magnetic stripe card. An internal electronic file shall hold data for each card. All system commands shall be menu —driven with on —screen "help" support for explanation of all functions. 11020 Tank inventory and leak detection system. The system shall be manufactured using the most current microprocessor —based technology. It shall have combined inventory control, in —tank leak detection, pipe leak detection, interstitial leak sensing, non —discriminating liquid, and ground water monitoring capabilities. It shall be of modular design featuring a PC compatible controller and intelligent probe/sensor boards allowing for integrated monitoring devices and economy of expansion. It shall be capable or user selected English or metric units. It shall have an internal audible and visual alarm. It shall have input and output capabilities allowing for connection to external alarms or relays. The system must by fully independent, while being capable or interfacing with a variety of data processing equipment. The system shall be tested by an independent third party in accordance with test procedures and found to have exceeded the performance requirements of the following U.S. EPA Standard Evaluations: Automated Tank Gauging Systems Vapor —Phase Out —of —Tank Product Requirements Liquid —Phase Out —of —Tank Product Requirements It shall be tested by an independent third party in accordance with test procedures developed for and found to have met the performance requirements of the following Standard Evaluation: Point Sensor Liquid Contact Product Detectors It shall be tested to comply with all Federal Communications Commission (FCC) requirements. The system shall be listed by Underwriters Laboratories (UL) as intrinsically safe for use in Class 1, Division 2, Group d hazardous locations as defined by the National Electric Code. 11021 System overview — The purpose of the system shall be to continuously monitor an underground site to aid in the prevention of environmental contamination. It shall continuously monitor the product and water levels along with the product temperature through the use of a ultrasonic probe. The system must be able to indicate possible leaks in addition to measuring the tanks product and water levels. The system shall also continuously monitor for leaks or spills of tanks or equipment through a variety of strategically —placed sensors including continuous liquid and vapor phase sensors and reservoir sump level sensors and pipe leak sensors. It shall gather data from each of the devices and format that data into reports on product dispensed or withdrawn, delivery, leakage and temperature corrected volume. The recorded data shall be held in non—volatile memory. All system commands, both on —site or remote, shall be menu —driven with on —screen help support of all functions. 11024 Reports. The system shall have the ability to generate reports on site events and system information. Reports shall be capable of being generated on —demand (immediate) or scheduled at times and intervals defined by the user. User shall also be capable of selecting device and data ranges as well as format and output options. It shall allow the user to generate immediate reports for both present (real—time) and past (saved) events. Present and past reports shall include: 11070 Fuel pumps shall be submersible type, UL listed for operation submerged in petroleum products, shall be rated explosion proof and shall meet the following requirements: A) Voltage shall be 208/230 volts, 60 Hz, single phase. Refer to drawings' Equipment List for motor horsepower. B All pumps shall include a siphon check valve and air eliminator. C Pump riser shall be provided for appropriate tank diameter and burial as shown in the drawings. 1 1 '100 Glass —Fiber —Reinforced Plastic Double Wall Underground tanks. 1 1 '101 Tank Construction — Tanks shall be constructed of glass —fiber reinforced plastic. The governing standard shall be Underwriter's Laboratories Standard ANSI/UL 1316-1986 as updated under UL follow up service dated March 3, 1987. 11 '102 Tank Accessories — Provide tanks with the following: A) 22" diameter manhole B Anchor straps C 4" NPT isolated threaded openings. All openings capped for transportation. D Striker plates under each tank opening. E Lifting lugs capable of sustaining tank weight with a factor of safety of 2:1. FJ 48" diameter turbine enclosures. 1 1 ,103 Approved Manufacturer — Fluid Containment, Xerxes 11 *104 Installation — Tanks shall be installed per the drawing documents in strict accordance to the Tank manufacturer's installation instructions. Backfill shall be washed pea gravel, or crushed stone matching the backfill specification furnished with the tanks. 11 '105 Once all penetrations in the tank sumps have been seated, Contractor shall test same for the tightness by filling them with water and monitoring the water level for a period of 30 minutes. 11106 Contractor shall completely fill—in the Tank Installation Check List and surrender it to the Sam's Construction Manager once the tank installation and test have been completed. 11107 Warrant — The Tank Manufacturer shall furnish the Sam's Construction Manager a written warranty stating the following requirements as a minimum: A) One year warranty against failure due to faulty material or workmanship. B 30 year warranty against failure due to structural collapse. C 30 year warranty against internal corrosion. D 30 year warranty against external corrosion. E Tank must be compatible with petroleum products including diesel fuel, kerosene, motor oils, gasoline, gasohol (90% gasoline and 10% ethyl alcohol), methanol blends, oxygenated fuels (gasoline with up to 20% MTBE), and any gasoline/ water/ethanol or methanol blend including 100% ethanol or methanol or M85 (85% methanol) at ambient temperature. END OF DIVISION 11 I HARRISON FRENCH 71 ARCHITECTURE 502 S.W. A Street Bentonville, Arkansas 72712 Telephone 501 /273-7780 SAM'S WHOLESALE CLUB SAM'S CLUB FUELING STATION CLUB # 4785 SANFORD, FLORIDA SAM'S CLUB 608 S.W. 8TH STREET BENTONVILLE, AR 72712 Sheet Contents: GENERAL SPECIFICATIONS Drawn By: TJS Checked By: TWP Revisions: Project Number: WF1047 Date: 11-26-01 Sheet: 1 OF 3 SHEETS spi Copyr i ght 0 DIVISION 13 - EQUIPMENT BUILDING Sam's shall supply and the general contractor shall install one - 9' X 8'-6" eave height, molded F.R.P. modular building constructed according to the previously submitted design criteria and complete with the following details and features: - Casablanca high gloss, molded gel coat exterior, visually aesthetic, UV stable and maintenance free, with cardinal fascia stripe per Sam's color scheme. - 2/12 pitched gable roof, with integral molded F.R.P. trusses. - Sandwiched composite structural insulation system - all walls and roof. - White corrosion resistant F.R.P. interior surfaces - all walls and roof. 12' walls lined from eave down 4' with 3/4" CD interior grade plywood. Solid F.R.P./plywood composite partition wall 6x 6 -10"H. - Factory assembled permanently fused building assembly with no separable joints, yielding a water tight one-piece assembly. - Integrally molded full perimeter 3" internal anchoring flange, complete with 3/8" x 3" neoprene base gasket. - Two ea., Curries Model 707S18-G3 -3068 flush door with #M16-E1-4 3/4 welded frame with closer reinforcement and the following finish hardware: Mckinney triple butt hinges, to-2714 4 1/2 x 4 1/2 NRP-P; Sargent #28-10G05LL - 26D heavy duty industrial cylindrical lockset; LCN #1371 quest closer w/o hold open; Reece #S204 threshold, #323 Sweep & #106 weather strip; and Rockwood #320 lock guard. Doors will be thru-bolt security installed via blind jamb and custom F.R.P. molding and caulked for weather tightness. Door color will match building exterior wall color in enamel, inside and out. - McClean Midwest air conditioner/heater Model #CR43-0816-051, 8,500 Btu/hr @ 131 deg. f. ambient, 50OW heater, 115V, 60Hz, with interior mounted dual state thermostat, suppresser, compressor, heater and head pressure control- installed but not wired - Removable galvanized lifting eyes. - 35 psf snow / 25 psf wind load. (Dedicated project specific P.E. certification - extra) - Shop drawings furnished within three (3) days after receipt of order. - Estimated total weight 1,800#. END OF DIVISION 13 COMPOSITE FIBERGLASS REINFORCED PLASTIC (F.R.P.) STRUCTURE 1.0 General Design Criteria 1.1 Scope: The scope of this specification is to set forth the standards of material quality, mechanical properties, design loads, and construction specifications for MEKCO architectural composite F.R.P. structure. 1.2 Product Specification: These specifications shall not be modified without the written consent of MEKCO MANUFACTURING, INC. All designs, dimensions, and tolerances for the building components shall conform to MEKCO MANUFACTURING, INC. industrial building standards. 1.3 Structure Design: All MEKCO freestanding F.R.P. structure are designed to be completely weatherproof, air and water tight, corrosion and chemical resistant, light -weight and environmentally aesthetic. Complete design certification, signed and sealed by a registered professional engineer, can be acquired at your request. 2.0 Material 2.1 Glass Fiber Reinforced Plastic Materials: 2.1.1 Resin: All resins used are orthophthalic polyesters. Fillers and additives may be used to achieve chemical resistance and fire retardant properties according to other customer specifications. 2.1.2 Glass Reinforcing: All glass fiber reinforcement shall be Type E glass and shall be treated with a finish compatible to the resin being used. The glass fiber reinforcement shall be of the compositions outlined below. 2.1.2.1 Chopped Roving: Glass fiber roving manufactured by PPG, Owens Corning, or equivalent shall be used for the purposes of making random fibers 1 1/4" in length. 2.1.2.2 Stitch Mat: Type CM-2415 or CDM-2415 manufactured by BTI, Kyntex or equivalent. 2.1.3 Gel Coat: Isophthalic NPG, Sanitary Two -Tone Gray, UV- stable, chalk 2.1.4 Insulation: 1" thick ridged polyisocya nu rate urethane foam system designed for permanent thermal insulation properties at temperature ranges of -300 to +300 F. 2.2 Metals: Any structural steel used on composite F.R.P. structure shall conform to SAE M1020 grade. resistant, high gloss. 2.3 Connectors: 2.3.1 Anchor Bolts: All anchor bolts shall be 3/8" diameter conforming to SAE M 1020 grade steel. 2.3.2 Building Panel Connectors: All interior bolts used for joining building panels shall be zinc plated, 5/16" hex head flange lock bolts 1" long. All nuts shall be washerless zinc plated flange lock type. 2.4 Fiber Reinforced Plastics (F.R.P.) Composition: 2.4.1 Building Panels: All wall and roof panels shall be of the following composition: A combination of two (2) 3/32" F.R.P. laminate skins consisting of 18 mils minimum isophthalic NPG gel coat, 1 1/4" random fiber - chopped roving (minimum glass content to be 35% by weight) and polyester structural laminating resin will sandwich a solid 1" polyisocyanurate urethane insulation core. 2.4.2 Bolting Flanges: The F.R.P. laminate shall be 1/4" in thickness at the flanges. 2.4.3 Perimeter Anchoring Flanges: The anchoring flanges composition shall be 1/4" in thickness. In addition one layer of Type CM-2415 stitch mat produced by BTI or equivalent shall be used. The stitch mat shall be laminated within the anchoring flange. 2.5 All F.R.P. Structural Components shall, in addition, conform to the corresponding articles in Section 3.0. 2.6 Access Doors: All access doors and frames shall be industrial grade steel frame construction, 3'0 x 6'8, Curries Model 707S18-G3-3068 flush door with #M16-E1-4 3/4 welded frame with closer reinforcement and the following finish hardware: Stanley triple butt hinges, FBB179-4 1/2 x 4 1/2 PC x NRP; Sargent #28-1OG05KK - 26D heavy duty industrial cylindrical lockset; Norton #1604H series door closer w/hold open; Reece #5204 threshold, #323 Sweep & #106 weather strip, and Rockwwod #320 lock guard. Doors will be thru-bolt security installed via blind jamb and custom F.R.P. molding and caulked for weather tightness. Door color will match building exterior wall color in enamel, inside and out. 3.0 Material Properties 3.1 Glass Fiber Reinforced Plastic: 3.1.1 Physical Properties: All fiber reinforced plastic shall have a minimum Barcol Hardness of 35. 3.1.2 Mechanical Properties: All fiber reinforced plastics shall conform to the following corresponding composition. For laminates with stitch mat and random chopped fibers warp direction: Strength(psi) Modulus(msi) Minimum tensile properties 61,400 2.98 Minimum compressive properties 44,500 2.28 Minimum flexural properties 73,700 2.35 For laminates with random chopped fibers only: Strength(psi) Modulus(msi) Minimum tensile properties 12,500 1.10 Minimum compressive properties 22,700 1.04 Minimum flexural properties 23,800 0.97 4.0 Loads 4.1 During construction of the composite F.R.P. structure a concentrated load not exceeding 250 pounds may be placed on any portion of the roof A concentrated load shall not be applied to the roof if other loads are present. 4.2 The service loads on the composite F.R.P. structure shall not exceed those specified as follows: 4.2.1 Design Live Loads: The roof is designed to carry uniformly distributed loads of 35 psf on the horizontal projected area. 4.2.2 Wind Loads: The building may be used in regions where the design wind load does not exceed 25 psf. 5.0 Support Pad 5.1 A suitable foundation shall be provided by others. This foundation shall be designed by a qualified engineer. Shop drawings shall be submitted to MEKCO MANUFACTURING, INC. for this work in accordance with the requirements of the general conditions. 5.2 The foundation shall be constructed with following tolerances: 5.2.1 Plumbness: The base or pad shall be constructed plumb and true, with the anchor bolts being set plumb to the foundation in a workmanlike manner. 5.2.2 Level: The foundation shall be constructed in such a manner that a level surface within +/- 1/4" will be observed around the entire foundation surface on which the building shall rest. 5.2.3 Construction dimensional tolerances to be observed during erection are as follows: The dimensions as specified on the drawings shall be held to within +/- 1.5% for the finished structure. 6.0 Erection 6.1 An approved General Contractor shall be responsible for erection. Only competent workmen who are properly trained to handle and erect pre- fabricated fiberglass building components shall be used. All prefabricated units shall be erected level and plumb, and to be true within the specified construction tolerances. Segment panels shall be positioned and joined so that cumulative dimensional error is not allowed. 6.2 Prior to installation, the erector shall check (at job site) all dimensions affecting the work under his contract. Any discrepancies between the field dimensions and design dimension shall be brought to the attention of MEKCO MANUFACTURING, INC. If such conditions exist, installation shall not proceed until the discrepancies are remedied. 6.3 The contractor shall furnish equipment to install the composite F.R.P. structure in place. All bolted connections for the panels shall be made by means of bolting material specified in Section 2.3 and as noted on the drawings. Base anchor bolts shall be of a material as noted in Section 2.3.1 and as shown on the drawings. Washers of suitable size shall b- utilized on all anchoring flanges to avoid localized stresses in bolting, or load conditions. 6.4 All building components shall be positioned in place with adequate handling to prevent warping or fracturing. It is the responsibility of the purchaser or his agent to inspect the individual products shipped for any freight damage before unloading. MEKCO MANUFACTURING, INC. must be informed immediately of any damage noted. The contractor shall be responsible for any chipping, cracking, or other damages to the structure during erection. 7.0 Operation 7.1 After construction, the owner (or his qualified representative) shall inspect the structure. Any discrepancies in construction, loose connections, errors, or omissions shall be brought to the attention of MEKCO MANUFACTURING, INC. immediately. 7.2 The composite F.R.P.. structure shall not be modified in any manner without first consulting MEKCO MANUFACTURING, INC. This would include, but not be limited to, the hanging of additional loads from the roof, creating an over pressure or negative pressure within the enclosed space, cutting holes through the building in any way, shape or form, or changing the use of the composite F.R.P. structure to a function other than which it was designed. 8.0 Warranty MEKCO MANUFACTURING, INC. warrants its products, to be free from defects in manufacturing, workmanship or materials and will repair or replace at its sole discretion within the continental USA, but only within a period of one year after date of shipment, any product, proven to be other than as warranted. Liability hereunder is limited to repair or replacement and does not include labor, installation cost, or indirect or consequential damages of any nature. THE FOREGOING CONSTITUTES THE ENTIRE OBLIGATION OF MEKCO MANUFACTURING, INC. AND THERE ARE NO EXPRESS OR IMPLIED WARRANTIES, OR ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR ANY PURPOSE WHATSOEVER, EXCEPT AS STATED ABOVE. PROPRIETARY STATEMENT This document is the secret property of MEKCO MANUFACTURING, INC., Cleveland Wisconsin 53015. It is provided under the express condition that it will be held in confidence by the recipient. That it is subject to return on demand and will not be used in any way detrimental to MEKCO MANUFACTURING, INC. neither receipt nor possession infers any right to use this document or any design or technical information thereon neither the document or any information it contains, may be used, copied, reproduced or disclosed to any other party without first obtaining the express written permission of MEKCO MANUFACTURING, INC. SANDWICHED COMPOSITF FRP ROOF PANEL CASABLANCA, HIGI MOLDED GEL COA UV STABLE & MA W/ CARDINAL FAQ PER WAL*MART C, SANDWICHED COM FRP WALL PANEL TYP. WALL/ROOF HORIZONTAL STRUT FLANGE CROSS SECTION TOP VI EW "TE CORROSION RESISTANT .P. INTERIOR SURFACES _L WALLS AND ROOF. ?" X 3" FLANGE POLYISOCYANU RATE UCTURAL INSULATION TYP. WALL/'ROOF PANEL VERTICAL ,STRUT FLANGE CROSS SECTION 3" = 1'-o" 3/4" = 1'-0" „.-,.,r-- - A- -­T.`....r ,...- TER iR © 131 deg. f. 'ITH INTERIOR 'PRESSER, ;URE CONTROL. O I 00 12 2f-- 4'-3" ANCHOR BOLTS (BY OTHERS) - IT R. d d Q o d a SANDWICHED COMPOSITE FRP WALL PANEL 3/8" X 3" NEOPRENE GASKET TYP. ANCHOR DETAIL 3" = 1,_0" 0 MAIL SLOT TRIMCO #2085 Lei CURRIES MODEL 707S18-G3-3068 FLUSH DOOR W/ #M16-E1-4 3/4 WELDED FRAME W/ CLOSER REINFORCEMENT. MCKINNEY TRIPLE BUTT HINGES, TA-2714 4 1/2 X 4 1/2 NRP-P; SARGENT #28-10G05LL - 26D HEAVY DUTY INDUSTRIAL CYLINDRICAL LOCKSET; LCN #1371 QUEST CLOSER W/O HOLD OPEN; REECE #S204 THRESHOLD, #323 SWEEP & #106 WEATHER STRIP; AND ROCKWOOD #320 LOCK GUARD. DOOR WILL BE THRU-BOLT SECURITY INSTALLED VIA BLIND JAMB AND CUSTOM F.R.P. MOLDING AND CAULKED FOR WEATHER TIGHTNESS. DOOR COLOR WILL MATCH BUILDING EXTERIOR WALL COLOR IN ENAMEL, INSIDE AND OUT. W/ 24" X 28" SECURITY FILMED WIRE ' GLASS VIEWING WINDOW. GEL COAT TO MATCF' SHERWIN WILLIAMS #SW 2060 CASABLAI GEL COAT TO MATCF SHERWIN WILLIAMS #SW 2908 CARDINAL GEL COAT TO MATCF SHERWIN WILLIAMS #SW 2060 CASABLAI LEFT SIDE VIEW .N 4" = 1'-0" HARRISON FRENCH -71 ARCHITECTURE 502 S.W. A Street Bentonville, Arkansas 72712 Telephone 501 /273-7780 SAM'S WHOLESALE CLUB SAM'S CLUB FUELING STATION CLU8 n 4785 SANFORD, FLORIDA SAM'S CLUB 608 S.W. 8TH STREET BENTONVILLE, AR 72712 x Sheet Contents: GENERAL SPECIFICATIONS Drawn By: TJS Checked By: TWP Revisions: Project Number: 'NF1047 Date: 11-26-01 Sheet: 2 OF 3 SHEETS SP2 FRONT VIEW 3/4" = 1'-0" (-7-N\RIGHT SIDE VIEW 3/4" = 1'-0" Copyr I ght DMSION 15 — MECHANICAL 15000 Piping. Contractor shall furnish all pipe, fittings and materials required to connect all the tanks and mechanical equipment as shown in the drawings. All pipe and fittings shall be new and clean. All pipe stored at the site shall be properly stacked. All pipe joints shall be capped until ready for installation. 15050 Pipe Burial. The final bedding of the pipe trench should be uniform. High spots in the trench bottom will cause uneven stresses during back fill and may cause failure of the pipe. Sharp bends and changes of elevation shall be avoided. Granular back fill, free of rocks and other sharp objects shall be utilized and shall cover pipe to the depth of six (6) inches in all directions. Pipe runs shall be spaced a minimum of six (6) inches apart. Minimum burial depth shall be verified at 10 foot intervals. 15090 Flexible Piping Manufacturer — OPW Pisces 15091 Design. The double wall piping system shall consist of a flexible inner primary pipe contained within a flexible outer containment pipe, each making connection with a series of surface access containment chambers. All piping runs shall be continuous, whereby there shall be no fittings or piping connections, for either the primary or secondary containment pipe which are not visible or accessible from the aboveground surface. The secondary containment system shall provide watertight containment of the tank's piping and its associated fittings, and the shear valve assembly located below each ground fuel dispenser unit. 15092 Product compatibility. All components of the double wall piping system shall be made of non —corrosive materials, or if metallic, such as the fittings and couplings, isolated from corrosion causing elements. 15093 Corrosion resistance — All components of the double wall piping system shall be made of non —corrosive materials, or if metallic, such as the fittings and couplings, isolated from corrosion causing elements. 15094 Structural integrity. The outer secondary containment system shall be of such a design and made of materials to have sufficient strength to withstand the maximum underground burial loads and tested in accordance with AASHTO M294. The flexible inner primary piping system shall be capable or withstanding liquid pressure five times greater than the designed operating pressures. 15095 Integrity testing. The outer secondary containment systems shall undergo 5 psi air pressure hold test after installation and before final back fill. The flexible inner primary piping system shall be subject to 60 psi air pressure hold test. prior to final back fill. Test shall be per manufacturer's installation instructions. All test results shall be documented in writing to the Sam's Construction Manager. 15096 Monitoring capability. The design of the secondary containment system shall permit a leak in the primary piping system to flow from its source to a surface access containment chamber which shall be fitted with an electronic leak detection system. 15097 Access chambers. Surface access containment chambers shall be located at the tank containing the tank's submersible pump and under each above ground fuel dispenser. These access chambers shall meet the following requirements: Provide product tight tank or island connection. Provide product tight and secure pipe and conduit exits. Provide sufficient strength to keep out surrounding back fill material. Made of non —corrosive, product compatible and di —electric materials. 15098 Grounding. Provide grounding continuity between dispensers and submersible pumps. Bond all metal fittings to ground wire utilizing the grounding boss provided on each fitting. Test electrical continuity after installation. 15099 Contractor shall prepare the Installation Check List and Site Layout Form provided by the manufacturer duly certified by the pipe installer. OPW warranty and above forms shall be surrendered to Sam's Construction Manager upon completion of the project. 15100 Steel pipe and fittings. All steel pipe shall be seamless standard pipe conforming to ASTM A53 Type B. Use Schedule 40 pipe. All underground pipe and fittings shall be wrapped as described below in 15130. Pipe fittings shall be 150# screwed malleable iron or seamless welded fittings of same Schedule as the pipe being joined to. 15110 Screwed connections. All screwed connections shall be made up with virgin Teflon pipe compound and shall be kept to a minimum. All threads shall be machine adequate depth for the pipe size. 15120 Pipe handling. Prior to installation all pipe shall be cleaned internally. 2 inch diameter and smaller pipe shall be blown clean with compressed air. All fittings shall be thoroughly inspected for defects prior to assembly. 15130 Pipewrap. Ail underground steel pipe and fittings shall be wrapped up to a point 6 inches above grade in the following manner: Apply SCOTCHWRAP Pipe Insulation Putty at all high irregular surfaces such as fittings so as to provide a uniform surface for the prime coat tape wrap. Apply SCOTCHWRAP Pipe Primer at an average rate of 350 sq. ft. per gallon. Apply SCOTCHWRAP #51 tape (20 mils) with width and overlap as follows: Pipe Dia. (in) Tape Width (in) Overlap 1 1/2 2 3/8 2 2 3/8 4 4 1/2 The above shall be applied in strict conformance with manufacturer's instructions. END OF DIVISION 15 DMSION 16 — ELECTRICAL 16010 General. All electrical work and materials shall conform to all the requirements of NFPA 70 "National Electrical Code", NFPA 30 "Flammable and Combustible Liquids Code", latest edition, NFPA 30A "Automobile and Marine Gasoline Service Station Code", NFPA 58 "Liquid Petroleum Gases", as well as all applicable local codes and the regulations of the power company supplying the electricity for the facility. Installation of the MSI, Allied and Computer equipment and hardware shall be only by technicians certified by the manufacturers as approved installers. When completed, all electrical work and equipment shall be thoroughly tested, identified and ready for operation. The drawings show electrical runs diagrammatically (unless dimensioned) and Contractor may arrange his runs based on economy and ease of installation. All runs between the tank and the building shall be in a common trench. All exposed conduit shall be properly supported and run only in true vertical and horizontal directions. Underground conduit shall be coated and run at a depth of not less than 24 inches. The Contractor shall visit the site and ascertain the characteristics and location of the service available at or near the site and shall provide a temporary 50A 120/ 208—single phase A.C. service at a point readily accessible to all work areas. New service shall be as designed on electrical plans brought underground to service building. The Contractor shall provide all required switches, panels, and circuit breakers. Lightning and surge protection shall be provided for all the electronic equipment. Provide isolated grounded receptacles (orange) as required by the equipment manufacturers. 16020 Electrical Conduit and Fittings — All underground conduit shall be heavy rigid galvanized steel. Conduit shall meet the following min. requirements: All 3/4" dia. conduit shall have wall thickness between .075" (1.9 mm) to 107" (2.7 mm). All 1" dia. conduit shall have wall thickness between .085" (2.2mm) to .126" (3.2mm). The following types of conduit will not be accepted for use underground: IMC, PVC, EMT, EMC or flexible. All underground conduit shall be hot —dip zinc' galvanized and chromated. All conduit (above and below grade) that is required by local codes to have additional corrosive protection shall be submitted by the General Contractor to the Architect\Engineer for approval prior to bid or start of construction. All conduit shall be manufactured by Alcoa, G.E., Allied or approved equal. All threads shall be coated with and electrically conductive compound (Zinc Chromate). All above grade conduit shall be rigid galvanized steel, IMC or EMT will be accepted above grade only. All above ground conduit shall be supported at 5ft. centers with malleable iron clamps (Unistrut or approved equal). All fittings in hazardous areas shall be rated for Class I, Group D. Seal —off fittings shall be provided at each end of every underground conduit run and as per Section 501—J of the National Fire Code. No fittings will be allowed for the first 10'-0" section of conduit before seal —off. 16030 Electrical Wiring. All power feeders shall be THWN labeled "Gasoline and Oil Resistant" thermoplastic nylon jacketed copper cable. All control cable shall be THWN or TFFN stranded copper cable. All conductors shall be properly identified and color coded. All termination's shall be identified by number or letter as shown in the shop drawings. Minimum wire size for power runs shall be AWG #14 and for low voltage control runs #18. Provide "As Built" wiring diagrams showing conductor identification numbers. All power control boxes, switch gear, control panels and circuit breakers shall be identified with aluminum or plastic labels. Final connection to electrical motor shall be made with explosion proof fittings. 16050 Electrical test. Testing of the electrical equipment and wiring shall demonstrate the following: That continuity of circuits is established and no short circuits are present. That no unspecified grounds exist. That the resistance to ground of all non —grounded circuits is within code limits That all wiring is properly color coded and identified per applicable wiring diagrams. That motor is turning in the proper direction. That all circuit breakers are properly sized. That the resistance to earth of the ground system is adequate. 16051 All wiring shall be Meggered prior to attachment to the equipment and fixtures. The Megger shall have at least a 500 volt open circuit. The resistance between conductors and between conductor and ground shall not be less than 10 Megohms as read in the Megger. Windings in motor shall be checked phase to ground and phase to phase. The ground system test must indicate a resistance not higher than 5 Ohms. The test shall follow the three point method utilizing a meter and voltmeter with an A.C. power supply or the commercial instrument method utilizing a Megger ground tester or approved equal. CAUTION: DO NOT RUN PUMP IF TANK IS EMPTY AS DAMAGE TO PUMP AND MOTOR CAN OCCUR. END OF DIVISION 16 IL_HARRISON FRENCH ARCHITECTURE 502 S.W. A Street Bentonville, Arkansas 72712 Telephone 501 /273-7780 SAM'S WHOLESALE CLUB SAM'S CLUB FUELING STATION CLU8 # 4785 SANFORD, FLORIDA SAM'S CLUB 608 S.W. 8TH STREET BENTONVILLE, AR 72712 Sheet Contents: GENERAL SPECIFICATIONS Drawn By: TJS Checked By: TWP Revisions: Project Number: WF1047 Date: 11-26-01 Sheet: 3 OF 3 SHEr TS SP3 11 Copyr i ght FOR REFERENCE ONLY AUTOGAS UDB BOX EECO RIM INTERFACE EECO SITE CONTROLLER FRONT VIEW FRONT VIEW FRONT VIEW BOTTOM VIEW CONNECT PHONE LINE TO MODEM PORT USING 9 PIN RJ-11 MODULAR ADAPTER SUPPLIED WITH CONSOLE. BOTTOM VIEW ELECTRIC CONDUIT POWER PLUG — CONNECT TO ISOLATED GROUND, UPS BACKED ORANGE RECEPTICAL ON WALL DIP SWITCHES LOCATED ON TOP OF DIGI BOX DIGI BOX CONNECTED TO WALL REFER NOTE 1 FIBER OPTIC CABLE TO CLUB LED'S LOCATED ON BOTTOM OF DIGI BOX CAT 5 CABLE I:11NO1,019L►1OU INTERNAL MODEM TO NETOP LINE ON THE WALL, STANDARD PHONELINE MONITOR DIGI BOX CONNECTION TANK MONITOR CONNECT TO EECO LOCAL PORT #3 REMOTE CONSOLE (D) CABLE TO EXTERNAL 56K MODEM �1COMPUTER DIAGRAM cmptr.dwg CONNECTOR ry STANDARD PHONE LINE TO PHONE JACK LABLED EECO llII T1 I 1A/AI 1 SURGE PROTECTION MODULE SUPPLIED WITH AUTOGAS UNIT — MOUNT TO WALL AND GROUND TO ELECTRICAL CONDUIT C04 PHONE LINE N.T.S. 1. Digi Box setup must not be attempted unless otherwise directed by Wal—Mart Field Support, or by Danny Olivarez, Sam's Club Gasoline Division. AUTOGAS COMPUTER STARTUP ELECTRICIAN Local Box (located in the pc room of the store) MDI Dip Switches 1, 2, 3 & 4 off Fiber Strand 1 on RX Fiber Strand 2 on TX Remote Box (Located in the Kiosk) MDI—X Dip Switches 1, 2, 3 & 4 all turned off Fiber Strand 1 on TX Fiber Strand 2 on RX The Digi box has five LED's (3—green and 2—yellow) located on the bottom of the device. Green LED's should be on solid, Yellow LED's should show polling activity. CAT 5 cable from Digi box on the wall will need to be connected to the NIC card behind the Regal PC. A green LED next to the port will indicate connectivity providing the Digi box is configured correctly. UPON COMPLETION OF INSTALLATION After installation of the Autogas Computer contact Danny Olivarez Sam's Club Gasoline Division © (501) 277-7212. Pager # (800) 591-2934. Email address dkoliva©wal—mart.com. Any questions or concerns pertaining to the Autogas Computer System should be forwarded to Danny Olivarez. 1 7n ,-,d"4- n► ►T Tn n► ►T F-n cP►A 20jf 170'-0" 2" f 15'-0" 28'-0" 28'-0" 28'-0" 28'-0" 28'-0" 15,-0" 6,-3" 6'-3" 6,-0 7,_0" 7'-0" 7'-0" 7,-0" 7,-0" 7'-0" 7'-0" 7,_0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7,_0„ 7,_0" 7'-0" 7'-0" 7'-0" 7'-0" 6'-0" 6,-3" 6,-3" 2'- 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3-6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 2'- 6" -H — N (21) SCOTTSDAL CANOPY LIGHTS o ~ I (USE (2) LS-1 TO "X" INDICATES U o j - I I - - I I I - 16" 3" x 24GA EMBOSSED S PPURT TA.-LIGHI)- I - I CB- 12" I I STEEL - x 3" �� �� C - x 24GA E-COATED EMBOSSED CHANNELI GUTTER (TYP) I J I - I I I � SEE DETAIL "A" ► J I 24 PLACES I - I - I 1 I I I CB- — o Q o z o STEED FLAT ROOF PANEL v v (TYP v U I�f-CB-.1"0 IV /-CB- V I -IJIV J1 I I d VCB_Cn U Q N Q NW Q Q I I J m I I k J� m I m I ® I x m I I CO I I— I m m— I I — I I I - I I m m DIRECTION CL �� ��. o z CL cp �U� o z op o z �p oo °� I ROOF PANE I U o z C �p CL CL �� U mil U� I U� U� U� v V MOUNTIN CHANNEL I rn N I I I I I I CB — I I CB — I I I CB _ I I11 MC-1 I I I CB — I I I I I CB- - — UCL - 0 CTR — — — — — — — I — — — — rn I I I m m m T m a Q5 � 00 d -H 24'-0" 28'-0" 28'-0" 28'-0" 28'-0" 24'-0" 5'-0" LATERAL BR,AGI NG 114" x 2" BAR DETAIL »A» I it 11 1 nnn/Ir FRAMING PLAN NOTE INSTALL BEAMS WITH (0 AS SHOWN. Designed to withstand the following loads without ex— ceeding the ollowoble stresses as specified by the Amer— ican Institute of Steel Construction or the Light Guage Cold Formed Steel Design Manual of the American Iron and Steel Institute, whichever is applicable: Roof Live Load: 30 P.S.F. Wind Load: 40 P.S.F. (100 M.P.H. WIND, 1997 SBCCI ) TANK FARM REF ONLY) PAP CLI NOTE: PANEL CLAMPS MUST ALTERNATE FROM SIDE TO SIDE ON BOTTOM FLANGE OF PURLIN TO DECREASE TWISTING OF PURLIN. "C" CLAMP DETAIL 112" z 0 U 8'-0" (TYP) O W W O� OCE Qz o� �On- M U Cn cn ATED SMOOTH 4ED) FASCIA )MMANDER KHAKI DECAL 1019 NORTH STREET—P. 0. BOX 1050 OTTAWA, KANSAS 66067 (800)255-1009 FRAMING PLAN & ELEVATIONS SAM'S CLUB FUELING STATION STORE #4785 SANFORD, FL 28'-1 " f x 170'± (12) COL CANOPY WITH 36" LAMINATED SMOOTH (PAN FORMED) FASCIA MADE TJH DATE 11 1 O 1 CHECK DATE ERECTION DRAWING No. 2 OF 2 O I� U J W O u .X03 la 35298 MATERIAL SPECIFICATIONS FOR FASHION, INC. CANOPIES BOTTOM DECKED ROOF PANELS: -16" FLAT X 3" HIGH X 24 GA. (.024" MINIMUM THICKNESS) EMBOSSED COLD -FORMED PANEL. ALL STEEL PANELS HAVE A G90 GALVANIZED SURFACE BOTH SIDES MEETING ASTM A525. PANELS SHALL HAVE A FINISH SIDE COATED WITH A FULL COAT OF POLYESTER PAINT BAKED ON OVER A EPDXY 9 FOR BEARING TYPE CONNECTIONS. ITENED BY THE TURN -OF -NUT METHOD A "SNUG TIGHT" CONDITION. =D AS THE TIGHTNESS ATTAINED OF A MAN USINC AND ORDINARY JOINT SHALL THEN BE TIGHTENED JT OR BOLT ROTATION OF 113 OPERATION THERE SHALL BE PART NOT TURNED BY THE WRENCH. 1019 NORTH STREET-P.O.BOX 918 OTTAWA, KANSAS 66067 (800)255-1009 'E-OVERHANG RISE 316 DECK NOTE: SEE FRAMING PLAN FOR SIZE & NUMBER OF MEMBERS MADE DATE CHECK DATE ERECTION DRAWING NO. OF J03 No. Statistical Area Summary Project.- All Projects Label Avg Max Min Avg/Min Max/Min SUMMARY UNDER CANOPY 38.83 58.0 29.1 1.33 1.99 Luminaire Schedule Project.- All Projects Symbol?21 ty Label Arrangement Lumens LLF Description Watts A SINGLE 32000 I0.720 SC-S-320-PSMV-FIG 1370 15 42,0 42,4 42.7 g3.2 43.7 43.8 e 4,1 o 4,1 0 4.2 0 4,2 0 4,1 0 4,3 0 4,2 0 4.2 o 4,2 e 4.1 o 4.2 0 4.3 o 4,1 e 4,2 o 4.2 e 4,1 a 4,3 o 4,2 0 4,1 o 4.2 e 4,2 e 4.2 o 4.3 0 4,2 0 4.2 0 4.3 0 4,1 0 4, 1 43.9 43.7 43,3 42.7 4f?.4 Ic',0 .5 42.1 432 14.6 !.2 61 19 U 6,4 U U 4 A 4 J k U 9 3 ° .3 4 3 4 -9 6,1 4 5 9.3 9.3 ° A 6A a .9 4 2 a 3 4.2 °7.8 6.1 4 J 4 A 4J,6 4J.8 60 9 J 6.9 6.1 %,3 ° A 43.3 1.2 42.8 %IS 12.4 12.7 14.1 17.0 174 172 15.0 14.4 15S 15.3 15.2 14Z 14.5 14.9 152 152 155 14.2 14.3 154 15.3 15.2 154 14.5 14.4 15.3 15.3 15.4 14.3 15.0 17.2 17.7 171 141 32.8 12.5 q -O 6.3 42.8 &I 43.3 °6.7 �4,4 `�7,3 �9.3 420.5 I a5 b.8 423.4 420.9 bS 421.9 423,4 422.7 b.4 `�9.9 421A 423.1 Ic�3.5 Ic'1.3 i W 420.7 421.2 13.6 h2 420,8 192 bA 422.6 423.3 422.0 bS NS 423.3 k7 h9 e10.9 19.1 17.3 14.8 6.9 %.5 e4.1 6.7 18111 426.8 bA 431.4 %&2 %7.6 %7.4 932.6 434.4 431.E 430.1 %&6 435.9 %U %S4 40.3 %A 432.0 %IS %1.3 %aa 'xi %a2 435.2 %U 436.4 %OA k1 %11 435.2 %a5 %&0 %7.7 %&0 %1.9 429.3 427.6 184 %.0 04.2 423.6 %&6 °40.5 %0.2 e415 %&5 439,1 %&3 %7.9 %&0 e415 1114.1 1W.3 %&3 %S2 435,8 %7.0 %&4 %&2 %&5 %&3 %9.4 434.1 °41.1 %7.7 %7.8 %&5 %9.9 %&0 e42.4 e49.9 °40.6 %7.4 I4.5 430.5 t4.6 10.4 e4.6 4.5 10.0 k9 %MO 4.6 �1,0 427,2 437.0 e41.8 °43.7 4v' 8A 60,6 e44.0 °46.3 a43.4 3 0 44.2 o 48.9 e 41.4 o .0 0 , 0 a 0 4a7 o 4a4 n 44.0 o 4a4 o 43.8 '44.0a o 47.4 0 41,2 0 48.4 o0- 43. 0 3.2 43.3 e 471 o 43.5 �iS 49,3 44.5 e41S 437.7 428,3 �1,6 4.9 X. 0 0 0 `�0.9 426.7 I, 44.9 �7.0 �0.6 45.8 48.1 e 43,3 0 6 e 44.1 o 49.4 0 42.9 0 48.4 0 o 4al e 43.1 o 44.9 0 44.5 0 4a6 e 43.8 e 47.6 o 42.9 0 49.7 0 43. 4 e 43,2 e 48S o 45.5 %1A e 49.1 o 5 o 42,6 %7.6 427,8 11.4 ° 4,8 4.6 a.7 42,7 4.4 g .q 423.1 429.0 %a8M 434.2 %9.5 49.1 °40.7 IV %7.2 %5.2 437.3 %6.9 %9.3 �2.2 %8.6 %7.4 %7.5 %4.8 %4. 133.9 %5.2 %7.7 %7.4 %7.7 0 %8.9 %6.4 %7.2 %5.4 %7.8 ® %4.0 e41.2 048.9 %9.7 %5. 0 %2.3 b.7 924.0 10.3 4,6 4.0 6,5 �7,4 426.1 %0.7 %a2 %4.9 %&3 4.36.2 432.9 %4.9 %0.7 429.1 429.7 %S1 k5 1114.6 429.6 429,1 %1.1 k5 %2,0 431.5 429,1 429.5 %4.4 4.31.5 %5.6 bS 429,1 430.1 %5.7 432.9 %6.9 4.36.6 %4.9 432,8 430.4 U.7 18.0 %S 4.1 6.5 13.7 17.0 18.7 420,1 b1 Ie?8.1 423.1 NA b.9 b-2 k5 b.6 420.3 19.2 Ifa0.1 4221 422.5 420.9 420.3 420.1 k9 422.6 422.3 420.4 19.4 420.6 421.6 422.5 k2 420.8 4 0.2 423.2 428.1 423.5 NA 18.7 17.2 14.2 6.8 %.4 %.3 %,_7 %9 11,3 11.4 12.0 13.2 15.8 165 15.9 14A 135 14.4 145 14.3 13.6 135 13.8 14.4 14.4 145 133 13.4 14Z 145 14.4 14.0 136 13.6 14.4 14.5 14.4 135 kA 15.7 164 15.9 13.3 121 11.6 6.6 %.1 4 A 42A 43.1 e4.3 04.9 %S 06.5 9 A 3.9 9 3 32 q -O 41,1 a A q 3 %S e6.9 %A 4 A U �.0 e6.9 6.9 q .O 4.5 9 5 %6 9 4.O 6.9 4 3 9.6 ° .2 6.9 9 2 4 3 9.9 q 2 e6.6 %A %,0 4.3 43.2 42,1 42.3 431 93S 43.6 %S g3.9 °4.0 04.0 43,9 04.1 14.0 %3 9 4.0 93.9 e4.0 e4.1 %3 9 e4.0 e4.0 4.3,9 e4.1 e4.0 %0 °4.0 %0 °4.0 e4.1 43A e4.0 e4.0 %3 9 43.9 %J %5 11.2 42.6 1.3 19 15 t5 1.9 U Based on the information provided, all dimensions and luminaire locations shown represent recommended positions. The engineer and/or architect must determine applicability of the layout to existing or future field conditions. This lighting pattern represents illumination levels calculated from laboratory data taken under controlled conditions in accordance with Illuminating Engineering Society approved methods. Actual performance of any manufacturer's luminaire may vary due to variation in electrical voltage, tolerance in lamps, and other variable field conditions. Statistical Area Summary Project.- All Projects Label Avg Max Min Avg/Min Max/Min SUMMARY UNDER CANOPY 7.81 19-8 1.3 6.01 15.23 D101 9 40 - 40 affil-IrWIMAKI MAINTAINED FOOTCANDLE VALUES AT GRADE, USING A .72 MAINTENANCE FACTOR. Luminaire Schedule Project.- All Projects Symbol Qty Label Arrangement Lumens LLF Description Watts M 21 JA SINGLE 32000 10,720 1 SC-S-320-PSMV-PG 370 %.3 %.4 %.4 %.5 %.5 %.6 `�.5 �.5 �.5 �S �S �.5 �S �S `b.6 �1,6�1.5 %,6 %.6 %.6 %A %5 %A b %S %.5 $.5 %S %5 %5 %.4 %'4 %'3 %.5 111.6 %.7 %.8 0,9 %.9 %.$ �.8 0.8 �.8 0,8 �.8 �1,8 �,8 �.9 %.9 %.9 %S %A %S %.7 11.7 %S %.9 1.0 %.9 %S %a %S %S %a %a %S %S %.9 %.9 %A %.7 %A %.5 %S 41 1.4 1.5 1.7 1.8 1.6 1.5 1.4 1.2 31 1.3 1.5 1.6 1.7 1.9 1.7 1.5 1.4 12 1.0 1.0 11 1.4 1.6 1.7 1.9 1.8 1.6 1.5 1.3 31 1.2 14 1.5 1.5 1.8 1.7 1.5 14 1.2 %S 1 4 `I % 3 % 8 A.t 11.1 %.9 43.6 42.4 1.6 1.4 42.0 %A %9 4.0 4.3 %.9 43.9 g2.9 IS 12 12 17 4f'.8 %S 43.9 4a 4.1 4A %.2 42.0 1.4 1.6 1C.3 %.5 %.9 4.1 e4.1 %.8 %.4 42.1 11 1.3 43,2 A 10.5 1.4 %.4 �3 11.5 1.5 %.7 �A 12.9 1.5 %.7 6.9 13.2 1.3 %.4 U 11.4 1.3 431 6.4 U 10.7 Q .0 %.4 1.4 11.4 10.4 %.6 1.4 13.4 g A %3 9 1.6 13.8 g 2 43.8 1.6 ` L5 10A U 1.4 ` S 16 43.2 1.4 1,1 1.9 431 %.443.7 %A %.5 93,3 42.3 15 1.4 1.9 42.9 43,6 %.6 %.9 93.6 %.5 42.7 1.7 1.2 12 1.7 42.6 43.5 %.5 %.9 43.6 %.6 425 42,0 1.4 1.5 42.2 %.2 %5 %S %.7 %A 431 42.0 11 %.7 1.0 1.3 1.3 1.6 1.6 1.4 1.4 1.3 1.1 1.1 12 1.4 15 1.6 17 1.5 1.4 1A 11 %.9 %.9 1.1 13 1.4 1.5 1.7 1.6 1.4 1.4 1.2 1.1 1.1 b 1.4 1.4 , 1.6 1.6 1.4 1.3 1.1 %2 %.6 %S %.7 6.8 %S %A %.7 %A %A �.8 �,8 %A %S %.9 `b.9 %a %a %a %.7 6.7 %.7 6,7 6.7 %a %a %.9 %.9 %a %z %a %S %.8 %S %.7 %S %a %A %.7 %.6 %.6 %5 %.3 %.4 %A %.5 %5 %.5 %.5 %.5 %.5 65 %5 %S %A %A %.5 %.5 %S %5 %5 %S %S %Z %S %S %.6 %A %5 %5 %5 %S %5 %.5 %.5 %s %5 %5 %.5 %.4 %.4 %.3 O NOTE - ONLY THESE LIGHTS ARE ON DURING NON -OPERATIONAL HOURS Cot t,f ,atna 16-oi afr. CA', 4 � V or b Rev. Daiecki 7.0Qx/or . r O 1 � XJJA n� c75�__g•l XXQ 0-23 i'2i2 (5f� 3- • FAA (SIB.� 73o+Y23 LIGHTING dOSAL FOR SAM S CLUD•,CANOP f -=1 SANFORD, FLOR. DIA 47+a- J' #�ri SCALE: . •� _ O' 'sy, 0-49a4114-so, AW :°SHE E T 1 C „1� DATE: BY: 1'er F Vy J A i ��