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BUILDING PLANS PAGE 1-15
"1 ENLARGED WATER SUPPLY PLAN 3/16" = 1'-O" GENERAL PLUMBING NOTES ( PROVIDE SHUT OFF VALVE IN RISE WITH ACCESSIBLE PANEL IN WALL REFER TO CIVIL UTIUTY PLANS FOR CONTINUATION. FIELD COORDINATE ROUTING, CONNECTION POINT AND INVERT ELEVATION WITH CIVIL SITE CONTRACTOR PRIOR TO START OF CONSTRUCTION. COLD WATER LINE ROUTED UNDER SLAB. LOCATE ELECTRIC WATER HEATER ABOVE MOP SINK WITH W-8" CLEAR TO BOTTOM OF WATER HEATER SUPPORT PLATFORM. MAXIMUM 10 GALLON, 1.5 KW. PROVIDE A SIGN THAT STATES "DO NOT TURN THE WATER HEATER OFF AT NIGHT". COORDINATE SIGN LOCATION WITH FD PM. O NOT USED © NOT USED. 7O PROVIDE RECESSED BOX TYPE WALL HYDRANT FOR NON-FREEZING AREAS EWAL TO WOODFORD B24 WITH ANTI -SIPHON VACUUM BREAKER. OB PROVIDE FPHB ADJACENT TO OUTDOOR VENDING MACHINE LOCATION OF VENDING MACHINE AND FPHB ON SAME SIDE OF BUILDING AS RESTRCOM LOCATION. O9 ONLY FAMILY DOLLAR STORES LOCATED IN THE FOLLOWING STATES SHALL BE PROVIDED WITH PLUMBING CONNECTIONS FOR THE WATER VENDING MACHINE: ARIZONA, CALIFORNIA, COLORADO, FLORIDA, NEVADA, NEW MEXICO AND TEXAS. CONTACT FAMILY DOLLAR CONSTRUCTION PROJECT MANAGER TO DETERMINE IF USING THE "WARM WEATHER" OR "COLD WEATHER" WATER VENDING MACHINE INSTALLATION METHOD. LOCATE WATER VENDING MACHINE ON SAME SIDE OF STORE AS RESTRDOMS. REFER TO PROTOTYPE DRAWING C-2 FOR ADDITIONAL VENDING MACHINE OPTIONS AND COORDINATION WITH ACCESSIBLE RAMPS. FIELD VERIFY EXACT LOCATION WITH FAMILY DOLLAR STORE CONSTRUCTION REPRESENTATIVE PRIOR TO INSTALLATION. WARM WEATHER INSTALLATION: PROVIDE )f CW TO WASHER BOX, (TYPE L HARD COPPER INSULATED) LOCATED 2e AFF. PROVIDE BALL VALVE AND TERMINATE LINE WITH )f MALE ADAPTER AND CAP EXTERIOR MOUNT AND WATER SEAL WASHER BOX. PROVIDE 1/2" WASTE CAPPED IN SAME WASHER BOX LOCATED 24" AFT. ROUTE 1/2" WASTE UP IN WALL TO BOTTOM OF STRUCTURE, FIELD ROUTE LINES TIGHT TO CEILING/WALL AND ROUTE INDIRECTLY INTO MOP SINK WITH 2" AIR GAP. CD 3" AIR ADMITTANCE VALVE. DO NOT PENETRATE ROOF, TERMINATE 12'-0" A.F.F. 10 3"AAV GCO 4 WASTE/VENT RISER NO SCALE F` .w..... _..... i I f L E F f 3 , 6 f I \� FD Q NM-1, .... .. r o IIL_- _ 41 RE� TO 1"CW FCO 4 1,5/P-1 DETAIL i j I 1C� I „CW suPPOR� SAIEWOMEN 105 VE` O P-1 1 C I RUN PUMP WASTE LINE FROM p- WCO I WATER VENDING MACHINE TIGHT TO BOTTOM OF P-4 E` I STRUCTURE TO MOP SINK. GCO MEN P-1 P DID - (A " I I PC SHALL ROUTE L J COLD WLINE TIGHT TOO BQTTOM _ OF STRUCTURE . ................ 5 4 �3 ` PLUMBING FLOOR PLAN 1 8" = 1'-01, i _ Fr E it D C (B A THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY COPAECTIONS `REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL A.9PLICABiLE CODES. FAMILY DOLLAR REVIEW STAMP ❑ "REVIEWED" ❑ "DISAPPROVED - RESUBMIT' All Site and Building Plan Requirements, including but limited to, all Interior Dimensions, Materials, Hardware, Equipment & Specifications, are to be designed and built per the Family Dollar Prototype Plan #: 2016-01 REV as indicated in the lease, unless a deviation is approved by Family Dollar's Plan Reviewer, next to each specific deviation. The initials indicate approval of only the one deviation being initialed. Any deviation from designated Prototype Plan that is not initialed by Family Dollar is disapproved and void. (Approval to plan deviation will be indicated with the following circled initials : ) VO 0 m M W Z F LU m ; LI..I o c > V R.� N a u I LU L1J t Uj U) Z Z =l Q Lu -j n m W LLI = o N M rn 0 Z LL O W U CT 4 N r o m S N F G y�M 4i V N .E 6 w U U a J w J of uj (n o �/ J O H_ Z Lu Q r Im Cl) w co H f /1 M LLV J 0 LU LU o Z LU> LL ¢� ¢ a w LU z U N 5 w w x 0 z U) z w 0 O O 0 w Rn w H O LU x it Li 0- a O a LC w x F-- O J J Q C] Z ¢ H CD Cn G_n 70 c (13 C Hu II 0) x Fc F- L Q } SEAL a0 �O`�`,F�1T W i,,1�4 U % ......C , w N0 44643 Lu Lu t) w %P ZATIE OF 0 �. Co '�•,ss9 W R0NW�44FFCASE LL FLORIDA PE. #44643 W U J r RELEASE DATE PROJECT NO. 2017-058 ISSUE DATE 07-12-17 tt f d. d..Ai. AA'. G.IIN��.A - .h� fli Fii4FiRN'3H DRAWN CHECKED LIGHTING FIXTURE SCHEDULE FIXTURE MANUFACTURER/ NUMBERAND NUMBER OF WATTS VOLTS MOUNTING REMARKS DESCRIPTION TYPE OF LAMPS BALLASTS L4 TEXAS FLUORESCENTS S-1-32-XI-Pi2-LN18W40 1-LED48T8 18 120 NOTE#14 4' STRIP LIGHT WITH (i) TB LINEAR LED TUBE 18W210OLRK (PROVIDE WITH 4 WIRE HARNESS, INCLUDING LED T818W 2100 LUMENS WHITE, BLACK, GREEN AND BLUE FOR 4000K EMERGENCY BATTERY BACKUP, L8 TEXAS FLUORESCENTS 8•1.32.8-XI-Pi2-1-1418W40 2-LED48T8 36 120 NOTE414 8' STRIP LIGHT WITH (2) T8 LINEAR LED TUBES 18W210OLRK (PROVIDE WITH 4 WIRE HARNESS, INCLUDING LED T818W 210O LUMENS WHITE, BLACK GREEN AND BLUE FOR EMERGENCY BATTERY BACKUP. LB TEXAS FLUORESCENTS S-1.32-8-XI-Pi2-LN18W40 2-LED48T8 36 120 NOTE#14 (EM) -INit iBW'210OLRK SAME AS FIXTURE LB EXCEPT 1 LAMP SOCKET LED T818W 2100 LUMENS IS FACTORY WIRED TO BLACK WIRE AND THE OTHER LAMP SOCKET IS FACTORY WIRED TO BLUE WIRE. BLUE WIRE IS FED FROM MINI -INVERTER (MI) WITH BATTERY BACKUP. LB TEXAS FLUORESCENTSS-1-32-8-P12 2-JIGM818W 36 120 NOTE#14 (DLH) T STRIP UGHT WITH (2) T8 LINEAR DIMMABLE 12OOBONT40KFUS LED TUBES, LED DRIVER ZY-DR-WG21-1, DIMMABLE LED T818W LEVITON HB011-PDX DIMMING OCCUPANCY 2100 LUMENS SENSORWITH INTEGRATED PHOTOCELLAND 4 WIRE HARNESS. ALL COMPONENTS COME PREWIREDIMOUNTED FROM THE FACTORY. 0 LITHONIAXWMLED LED,4000K - 24 120 SURFACE 4' LED STRIP LIGHT WI CLEAR PRISMATIC POLYCARBONATE LENS, UIL WET LISTED G LITHONIADSXWiLED 20C100040K 2 LIGHT ENGINES 75 120 WALL NOTE#11 T3MIf4M MVOLT DDBXD 20 LEDS BRACKET EXTERIOR LED WALL PACK. 4000K SEE ARCH. FOR MOUNTING HEIGHT 5843 LUMENS L UTHONIADSX2LED 8DC100040K 4 LIGHT ENGINES 275 120 WALL NOTE#10 T4M NIVOLT WBA DDBXD 80 LEDS BRACKET EXTERIOR LED WALL PACK, 4000K SEE ARCH. FOR MOUNTING HEIGHT 23435 LUMENS M TRECESSED LED FIXTURE I.142W 14 120 RECESSED UTHONIA REAL6C-D6MWESL-I0WL-40K-.65SC- LED 120.LP6LN-PFMW N LITHONIADSXW1LED i0C35040K ILIGHT ENGINE 14 120 WALL NOTE#12 T2S MVOLT DDBXD 10 LEDS BRACKET EXTERIOR LED WALL PACK. 4000K SEE ARCH, FOR MOUNTING HEIGHT EL BEST LIGHTING PRODUCTSLEDR5HO-NH SLEDS 2.1 120 UNIVERSAL LED EMERGENCY LIGHT WITH 2 ADJUSTABLE MOUNT HEADS AND 90 MINUTE BATTERY BACKUP. R LITHONIAELA•LED-T-WP-M12 2-1.0091V 2 120 UNIVERSAL �P REMOTE EXTERIOR LED LIGHT (2 HEADS) m LED MOUNT UL LISTED FOR WET LOCATION POWERED FROM FIXTURE "EXL" PROVIDE WITH ELA WGI WIREGUARD IN HIGH RISK AREAS. EX TEXAS FLUORESCENTS EZRXTE42-R-W-EM LED 120 UNIVERSAL EXIT SIGN WITH 90 MIN. BATTERY MOUNT ®LED BACK-UP EXL BEST LIGHTING PRODUCTS LEDCXTEU2RW-RC 2-1.OW/9.6V 3.4 120 UNIVERSAL AADI COMBINATION LED EXIT SIGN I LED EMERGENCY LED MOUNT LIGHT WITH REMOTE HEAD CAPABILITIES HI.OUTPUT NI -CAD BATTERY (90 MIN.) MI THOMAS&BETTSEMERGRITEMINI-INVERTER 250 120 WALL _ WITH 2 BATTERIES. MODEL EMIUI (76 LBS) BATTERIES OUTPUT RATED FOR 250 WATTS FOR 90 MINUTE DURATION). CONNECT TO ALL EMERGENCY FIXTURES (EM) VIA BLUE WIRE. NOTES: 1No ON LIGHTING OR CONTROL PRODUCTS. . ALL INTERIOR LIGHTING SHALL BE SUPPLIED BY TENANT FROM NATIONAL ENERGY AND LIGHT. CONTACT BRIDGETTE FOURNIER AT 603-718-1639 OR EMAIL AT BFOURNIER@NELCOMPANY.COM FOR ADDITIONAL INFORMATION. ALL EXTERIOR LIGHTING SHALL BE SUPPLIED BY TENANT FROM SL BAGBY. CONTACT BAGBY CORPORATE ACCOUNT PROJECT MANAGEMENT AT 704-334-2821 AND SELECT OPTION 5 OR EMAIL AT FAMILYDOLLAR@SLBAGBY.COM FOR ADDITIONAL INFORMATION. 2. VERIFY LUMINAIRE FINISH COLOR WITH FAMILY DOLLAR STORES (FDS). 3. COORDINATE MOUNTING WITH CEILING TYPE. 4. ALL LAMPS SHALL BE FURNISHED BY TENANT WITH LIGHT FIXTURES. 5. EC SHALL PROVIDE ALL NECESSARY SUPPORT HARDWARE AND ADAPTERS FOR EACH LUMINAIRE UNLESS INDICATED OTHERWISE IN NOTES. 6. EC SHALL COORDINATE VOLTAGE OF LUMINAIRE WITH CIRCUIT VOLTAGE. 7. EXIT AND COMBO EXITIEMERGENCY LIGHT FIXTURES SHALL BE CIRCUITED TO AN UNSWITCHED LEG OF THE NEAREST LOCAL LIGHTING CIRCUIT INCLUDING CONTACTORS, UNLESS NOTED OTHERMSE. 8.TWINDICATESFIXTURE WIRED TOCENTRAL BATTERY PACK (MINI•INVERTER). 9. LIGHT FIXTURE WATTAGES LISTED ARE ACTUAL INPUT WATTAGES OBTAINED FROM MANUFACTURER FOR THE SPECIFIC LIGHT FIXTURE. THESE VALUES SHALL BE USED WHEN SHOWING COMPLIANCE WITH ENERGY CODES. 10. TYPE'L' FIXTURE UNIT IS ONLY USED WHERE POLE LIGHTING CAN NOT BE UTILIZED DUE TO SITE RESTRICTIONS. 11. TYPE'G' FIXTURE TO BE USED ON ALL STORE SIDES INCWDINGSTOREFRONT. 12. TYPE W FIXTURE IS TO BE USED IN PLACE OF TYPE'G' FIXTURE ON STORE SIDES WHERE A LIGHT FIXTURE WITH A SHARP CUTOFF IS REQUIRED (I.E. BUILDING PLACED CLOSE TO PROPERTY LINE). 13. REFER TO VENSTAR SYSTEM DETAILS FOR CONTROL WIRING DETAILS. 14. FIXTURES IN THE SALES AREA AND SALES SUPPORT AREA SHALL BE SUSPENDED FROM STRUCTURE USING CADDY SPEED LINK. PENTAIR CADDY SPEED LINK UNIVERSAL SUPPORT SYSTEM INCLUDES LOCKING TU DEVICE, WIRE ROPE AND SPECIALTY END FITTING. CADDY SPEED LINK SUPPORT SYSTEM SHALL BEFURNISHED WITHLIGHT FIXTURES. SUSPEND TOP OFFU( RE TO 11'-8"AFFINSALES AREA AND BOTTOM TIBULE SHALL BE SURFACE MOUNTED. OF FIXTURE TO 10'-0 "IN SALES SUPPORT AREA, FIXTURES INRESTROOMS OFFICEVESTIBULE 15. VERIFY MOUNTING LOCATION OF ALL OCCUPANCY SENSORS WITH SUPPLIER PRIORTO INSTALLATION. i6. PROVIDE314"CONDUIT AND 3#12 MINIMUM TO ALL LIGHTING CIRCUITS U.O.N. 17. ALL SWITCHES AND OCCUPANCY SENSORS TO BE MOUNTED NO MORE THAN 4F AFF UNLESS OTHERWISE NOTED. A. CONNECT EXIT SIGNS AND EMERGENCY LIGHTING INVERTERS AHEAD OF ALL LOCAL OR PROGRAMMED SWITCHING. B. CONNECT NIGHT LIGHT LUMINARIES IN SALES AREA AND BACK OF HOUSE AHEAD OF SWITCHING CONTROLS. C. SEE DETAIL SHEETS FOR CONTROL WIRING DETAILS. D. FIXTURES IN THE SALES AREA AND SALES SUPPORT AREA SHALL BE SUSPENDED WITH AIRCRAFT HANGER KITS. AIRCRAFT HANGER KITS BY LITHONIA. PROVIDE WITH WHITE POWER CABLE, SUSPEND TOP OF FIXTURE TO 11%6" AFF IN SALES AREA AND BOTTOM OF FIXTURE TO WHO" IN SALES SUPPORT AREA, FIXTURES IN RESTROOMS, OFFICE AND VESTIBULE SHALL BE SURFACE MOUNTED. E. VERIFY MOUNTING LOCATION OF ALL OCCUPANCY SENSORS WITH SUPPLIER PRIOR TO INSTALLATION. F. PROVIDEs"CONDUIT AND 3#12 MINIMUM TO ALL LIGHTING CIRCUITS U.O.N. G. ALL SWITCHES AND OCCUPANCY SENSORS TO BE MOUNTED NO MORE THAN 48" AFF UNLESS OTHERWISE NOTED. LIGHT FIXTURE AND ACCESSORIES ORDERING NOTES; SUMMARY: LIGHT FIXTURES AND LIGHT FIXTURE ACCESSORIES ILE.HANGERS, BULBS, ETC.) SHALL BE ORDERED AND PAID FOR BY EITHER THE DEVELOPER OR GENERAL CONTRACTOR (GC) FOR THE PROJECT, THE EC WILL NO LONGER BE ABLE TO ORDER THESE ITEMS. i. THE DEVELOPER I GO WILL CONTACT SASSY FOR QUOTES BY E-MAIL AT FAMILYDOLLAROSLBAGBY.COM. THEE -MAIL WILL NEED TO INCLUDE THE PROJECT NUMBER, STORE NUMBER (IF KNOWN), PROJECT ADDRESS go INCLUDE STREET ADDRESS, CITY AND STATE), CONTACT INFORMATION FOR THE DEVELOPER I GC, LIGHT FIXTURE SCHEDULE, AND THE LIGHTING PLANS FOR BOTH THE BUILDING AND THE SITE. FULL SHEETS OF PLANS NEED TO BE PROVIDED. 2. BAGBY WILL DO THE TAKE -OFF FROM THE PLAN PROVIDED AND PROVIDE A QUOTE FOR THE LIGHT FIXTURES AND LIGHT FIXTURE ACCESSORIES. 3, THE DEVELOPER/ GC MUST CONFIRM THE QUANTITIES ON THE QUOTE PRIOR TO ORDERING, NEITHER BAGBY NOR ACUITY IS RESPONSIBLE FOR FINAL COUNTS. ANY ADDITIONAL ITEMS WILL BE TREATED AS EXTRA AND WILL BE PRICED ACCORDINGLY FOR PURCHASE, 4. IF REVISIONS ARE MADE TO THE LIGHTING LAYOUTS, THE DEVELOPER I GC WILL NEED TO COMMUNICATE THE CHANGES TO BAGBY SO THAT THE QUOTATION CAN BE REVISED TO MATCH THE FINAL PLANS. 5. ONCE QUANTITIES HAVE BEEN REVIEWED AND ACCEPTED BY THE DEVELOPER / GC THEY WILL ISSUE A PURCHASE ORDER (PO) ACUITY BRANDS, INC. AND SEND THE PO TO BAGBY FOR PROCESSING. THE PO MUST HAVE A DELIVERY ADDRESS, SITE CONTACT NAME INCLUDING CONTACTS PHONE NUMBER AND THE DATE THE MATERIAL IS TO BE DELIVERED TO THE SITE LISTED OR BAGBY WILL NOT PROCESS. NOTE THAT THE LEAD TIME ON THE LIGHT FIXTURES AND LIGHT FIXTURE ACCESSORIES IS 20 BUSINESS DAYS (4 WEEKS). 6, BAGBY WILL SEND THE ORDER TO ACUITY BRANDS, INC., WHO WILL SHIP THE ORDER, 7. FOR ALL QUESTIONS REGARDING THE LIGHTING PACKAGE INCLUDING LOGISTICS, INSTALLATION AND TECHNICAL QUESTIONS PLEASE CONTACT BAGBY CORPORATE ACCOUNT PROJECT MANAGEMENT AT 704-334-2821 AND SELECT OPTION 5. GENERAL ELECTRICAL NOTES 1. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND ALL LOCAL AND STATE CODES. 2. ALL MATERIAL, DEVICES, APPLIANCES, AND EQUIPMENT SHALL BE NEW AND SHALL CONFORM TO THE STANDARDS OF THE UNDERWRITER'S LABORATORIES, INC., AND THE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION. 3. ALL ELECTRICAL PERMITS AND INSPECTION FEES SHALL BE OBTAINED AND PAID FOR BY THE ELECTRICAL CONTRACTOR, DRAWINGS ARE DIAGRAMMATIC ONLY AND INDICATE ONLY THE GENERAL ARRANGEMENT. SEE ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS, DO NOT SCALE PLANS. 4. ELECTRICAL CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR ONE YEAR EFFECTIVE THE DAY THE PROJECT IS ACCEPTED BY THE OWNER. I 5. ELECTRICAL CONTRACTOR SHALL MAKE ALL ELECTRICAL POWER CONNECTIONS TO HVAC, PLUMBING AND OTHER EQUIPMENT AS REQUIRED. 6. A COMPLETE GROUNDING SYSTEM SHALL BE PROVIDED AND INSTALLED IN ACCORDANCE WITH ARTICLE 250 OF THE NEC, AND AS SHOWN ON THE DRAWINGS. 7. ALL CUTTING AND PATCHING OF WALLS AND FLOORS FOR ELECTRICAL EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. B. CONDUCTORS SHALL BE COPPER RATED AT NOT LESS THAN 600 VOLTS, MINIMUM SIZE SHALL BE #12 AWG UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL WIRE #8 AWG AND LARGER SHALL BE STRANDED. ALL CONDUCTORS #10 AND SMALLER SHALL BE SOLID, UNLESS OTHERWISE NOTED, BRANCH CIRCUIT CONDUCTORS SHALL BE TYPE THHN/THWN OR XHHW AS REQ'D. 9. ALL WIRING SHALL BE INSTALLED IN ACCORDANCE WITH NEC. TYPE MC CABLE IS THE PREFERRED WIRING METHOD, USE EMT WHERE MC IS PROHIBITED, USE RIGID STEEL CONDUIT WHERE EXPOSED OUTDOORS, USE LIQUID TIGHT FMC FOR ALL CONNECTIONS TO MOTORS AND CONDENSING UNITS, MINIMUM CONDUIT SIZE TO BE 3/4". EC TO RUN ALL ELECTRICAL OVERHEAD IN A NEAT AND ORGANIZED FASHION. s 10, PROVIDE A PULLWIRE IN ALL EMPTY CONDUITS. ( i 11. PROVIDE A TYPED DIRECTORY IN ALL PANELBOARDS CLEARLY DESCRIBING THE LOCATION OF AND TYPE OF LOAD BEING SERVED FOR ALL I CIRCUITS. PROVIDE ENGRAVED PHENOLIC NAMEPLATES FOR ALL PANELBOARDS AND DISCONNECT SWITCHES, WHITE LETTERS ON BLACK BACKGROUND. 12. FUSES 0 - 600 AMPS SHALL BE I CLASS 'RK-1" LOW PEAK DUAL ELEMENT TIME DELAY WITH 200,000 AMPERE INTERRUPTING RATING AS MANUFACTURED BY BUSSMANN, UNLESS NOTED OTHERWISE, 13. ALL TERMINALS/LUGS SHALL BE76°RATED. ALL TERMINALS, SPLICING CONNECTORS,LUGS, ETC SHALL BE IDENTIFIED FOR USE WITH THE MATERIAL (CUTAL) OF THE CONDUCTOR AND SHALL BE PROPERLY INSTALLED. 14. VERIFY ALL REQUIREMENTS AND COORDINATE EXACT LOCATION OF INCOMING ELECTRICAL SERVICE WITH LOCAL POWER COMPANY PRIOR TO PROJECT START-UP. NOTIFY ENGINEER OF ANY CHANGES AS MAY BE REQUIRED. 15. ALL ELECTRICAL DEVICES (SWITCHES AND OUTLETS) SHALL BE "WHITE" WITH WHITE NYLON UNBREAKABLE WALL COVER PLATES EXCEPT THAT IG OUTLETS SHALL BE "ORANGE". COORDINATE LOCATION OF HVAC DUCTWORK WITH LUMINAIRE SUPPORTS, i AIRCRAFT HANGER SUPPO LUMIN, 11' 6" AFF FINISHED FLOOR SAL ES AREA SYSTEM / NTS 12'-0" MIN. ELEVATION iS, THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL ELECTRICAL EQUIPMENT FROM FOREIGN MATERIAL DURING CONSTRUCTION (PAINT, SPACKLE, ETC.). 17, PENETRATIONS OF REQUIRED SMOKE PARTITIONS SHALL BE SEALED USING METHODS APPROVED UNDER THE STATE BUILDING CODE. COORDINATION WITH THE GENERAL CONTRACTOR SHALL BE MAINTAINED TO INSURE THAT THIS SMOKE STOPPING IS ACCOMPLISHED, 18. WHERE PENETRATIONS ARE MADE THROUGH A REQUIRED FIRE -RESISTIVE WALL, FLOOR, OR PARTITION FOR THE PURPOSE OF RUNNING RACEWAY CARRYING ELECTRICAL, TELEPHONE, TELEVISION, OR LOCAL COMMUNICATION AND/OR SIGNALING CIRCUITS, THE OPENING AROUND THE RACEWAY SHALL BE FIRE STOPPED PER THE STATE BUILDING CODE. COORDINATION WITH THE GENERAL CONTRACTOR SHALL BE MAINTAINED TO INSURE THAT THIS FIRE STOPPING IS ACCOMPLISHED, USE APPROVED U.L.OR EQUIVALENT ASSEMBLIES. 19. IN REQUIRED FIRE RATED WALLS AND PARTITIONS, OPENINGS FOR INSTALLATION OF BOXES THAT ARE GREATER THAN i6 SQUARE INCHES SHALL BE PROTECTED AS REQUIRED BY U.L. COORDINATE CLOSELY WITH THE GENERAL CONTRACTOR TO INSURE THAT THE INTEGRITY OF THE U.L. RATING IS MAINTAINED, 20. WHERE A HOME RUN IS SHOWN THE CIRCUIT SHALL BE INSTALLED IN A DEDICATED CONDUIT, DO NOT COMBINE WITH OTHER CIRCUITS. WHERE A CIRCUIT HOMERUN IS NOT SHOWN, THE CONTRACTOR SHALL COMBINE CIRCUITS AS FOLLOWS: A MAXIMUM OF THREE 20A BRANCH CIRCUITS MAY BE COMBINED IN A COMMON HOMERUN WITH SEPARATE NEUTRALS FOR A MAXIMUM TOTAL OF SIX CURRENT CARRYING CONDUCTORS. ALL BRANCH CIRCUITS LARGER THAN 20A SHALL BE SEPARATELY HOMERUN TO THE PANEL. 21. EACH DISCONNECT SHALL BE EQUIPPED WITH A GROUND BAR. 22, PROVIDE GREEN EQUIPMENT GROUNDING CONDUCTOR WITH ALL FEEDER AND BRANCH CIRCUITS, 23. DEVICE HEIGHTS INDICATED ARE TO THE CENTER OF THE DEVICE OR EQUIPMENT UNLESS NOTED OTHERWISE, RECEPTACLE AND DATARELEPHONE OUTLETS SHOWN ADJACENT ON DRAWINGS SHALL BE MOUNTED 6" APART ON CENTER HORIZONTALLY, 24, COORDINATE ALL DEVICES AND OUTLETS ABOVE OR BELOW WITH CASEWORK INSTALLATION AND FOS IN ORDER TO POSITION AT THE PROPER LOCATION AND HEIGHT. 25. ALL EXTERIOR FIXTURES AND DEVICES SHALL BE RATED FOR OPERATION AT 0' F AND SHALL BE DAMP OR WET LABELED AS REQUIRED. ACCORDANCE T SHALL EQUIPMENT, DEVICES 26. THEELECTRICALCONTRAC OR H Q , ETC. INA000 WITH LOCAL SEISMIC CODE REQUIREMENTS. PROVIDE SEISMIC RESTRAINTS, ACCESSORIES AND INSTALLATION DETAIL AS REQUIRED. 27, THE CONTRACTOR SHALL VISIT THE SITE AND BECOME THOROUGHLY FAMILIAR WITH ALL DETAILS OF THE WORK AND WORKING CONDITIONS, VERIFY ALL FIELD CONDITIONS INCLUDING LOCATION OF UTILITY LINES, STRUCTURES AND ADVISE THE ENGINEER OF ANY DISCREPANCY THAT MAY PREVENT OR HINDER THE SPECIFIED WORK FROM BEING COMPLETED. 28. THE CONTRACTOR SHALL STUDY THE STRUCTURE AND FINISH CONDITIONS AFFECTING THE WORK AND SHALL COORDINATE THE WORK ACCORDINGLY. THE CONTRACTOR SHALL PROVIDE ALL ACCESSORIES,HANGERS, AND ANCHORS AS NECESSARY TO MEET SUCH CONDITIONS WITHOUT ADDITIONAL COST TO THE OWNER. 29. PRIOR TO ACCOMPLISHING ANY WORK IN ANY AREA, ALL WORK SHALL BE PLANNED AND COORDINATED WITH OTHER TRADES AND THE OWNER. THE CONDUIT ROUTING SHALL BE COORDINATED WITH DUCTWORK AND OTHER OBSTACLES SO AS TO PROVIDE THE MOST EFFICIENT AND AESTHETICALLY PLEASING INSTALLATIONS, 30, PROPERLY SUPPORT ALL WORK AND EQUIPMENT INSTALLED UNDER THIS CONTRACT. STUDY ALL DRAWINGS, MANUFACTURER'S INSTRUCTIONS, AND CATALOG DATA TO DETERMINE HOW EQUIPMENT ACCESSORIES, AND RELATED ITEMS ARE TO BE SUPPORTED, MOUNTED OR SUSPENDED. PROVIDE ALL BOLTS, INSERTS, BRACKETS, STRUCTURAL SUPPORTS, AND ACCESSORIES FOR PROPER SUPPORT OF EQUIPMENT BEING FURNISHED UNDER THIS CONTRACT, ELECTRICAL SYMBOL LEGEND CIRCUIT CONDUCTORS CONCEALED IN FLOOR, WALL OR CEILING. ARROWHEAD INDICATES HOMERUN TO PANEL NOTED. INDICATES HOT LEG OF CIRCUIT TO BE CARRIED OVER TO NEXT DEVICE. SEE PLANS FOR CONTROL SCHEME. Q JUNCTION BOX WALL OR CEILING MOUNTED. $ SINGLE POLE SWITCH, 20A,1201277 VOLT, 46" A.F.F. TO CENTER. "M" INDICATES 12OV, 20A MOTOR RATED TOGGLE SWITCH. $cc OCCUPANCY SENSOR SWITCH WITH OVERRIDE SWITCH, MOUNTED 46" A.F.F TO CENTER. PROVIDE SENSOR SWITCH MODEL #WSD-WH. I DUPLEX RECEPTACLE, 20 AMP, 120 VOLT, IF A.F.F. TO CENTER. UNLESS OTHERWISE SPECIFIED. 'GFI" INDICATES GROUND FAULT CIRCUIT INTERRUPTER TYPE WP" INDICATES WEATHERPROOF WITH "IN -USE" COVER "EWC" INDICATES RECEPTACLE MOUNTED INSIDE ENCLOSURE OF ELECTRIC WATER COOLER. (NOTE: CIRCUIT SHALL BE PROTECTED BY GFI RATED CIRCUIT BREAKER) "IG" INDICATES ISOLATED GROUND RECEPTACLE WITH ISOLATED GROUND WiRE AND DEDICATED NEUTRAL. QUADRUPLEX RECEPTACLE, AS ABOVE, IF A.F.F., UNLESS OTHERWISE SPECIFIED. 206V RECEPTACLE, SEE PLANS FOR NEMA CONFIGURATION. ® WEATHERPROOF PUSH BUTTON FOR DOORBELL SYSTEM MOUNTED 46' A.F.G. TO CENTER. EDWARDS MODEL A52 e� SIGNAL BELL FOR DOOR BELL SYSTEM MOUNTED I I'-V A.F.F. CONNECT TO SIGNAL BELL TRANSFORMER. EDWARDS MODEL #554G5 (24V AC) nc❑ LOW VOLTAGE STEP DOWN TRANSFORMER FOR DOOR BELL SYSTEM. EDWARDS MODEL #592 TELEPHONE OUTLET, IF A.FF TO CENTER OR AT HEIGHT INDICATED ON PLANS. PROVIDE SINGLE GANG DATA BOX WITH s" CONDUIT WITH PULL STRING TO ABOVE LAY -IN CEILING OR TO 12' A.F.F. IN AREAS WITH NO CEILING. CAT5E CABLING AND COVERPLATE SHALL BE INSTALLED BY FITS LOW VOLTAGE CONTRACTOR. I Q DATA OUTLET, IF A.F.F. TO CENTER OR AT HEIGHT INDICATED ON PLANS. PROVIDE SINGLE GANG DATA BOX WITH s" CONDUIT WITH PULL STRING TO ABOVE LAY -IN CEILING OR TO 12' A.F.F. IN AREAS WITH NO CEILING. CATSE CABLING AND COVERPLATE SHALL BE INSTALLED BY FD'S LOW VOLTAGE CONTRACTOR. p� GENERAL DUTY FUSIBLE(ON-FUSIBLE DISCONNECT SWITCH, NUMBERS INDICATE FRAME 30/3/FPN SIZE, NUMBER OF POLES AND FUSING. PROVIDE NEMA i ENCLOSURE INSIDE. PROVIDE NEMA 3 ENCLOSURE FOR ALL SWITCHES LOCATED OUTSIDE. "FPN" INDICATES FUSE PER EQUIPMENT NAMEPLATE "NF" INDICATES NON -FUSED. 208YI120V PANEL, SURFACE OR RECESS MOUNTED, SEE SCHEDULE FOR DETAILS. LJ FAN, FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR, WIRED BY ELECTRICAL CONTRACTOR. PROVIDE DISCONNECTING MEANS AS REQUIRED, OWATER HEATER, FURNISHED AND INSTALLED BY PLUMBING CONTRACTOR, WIRED BY ELECTRICAL CONTRACTOR. PROVIDE DISCONNECTING MEANS AS REQUIRED. SURFACE MOUNTED OR SUSPENDED FLUORESCENT STRIP, SEE FIXTURE SCHEDULE. Y WALL MOUNTED LIGHTING FIXTURE, SEE FIXTURE SCHEDULE. SURFACE, RECESSED OR PENDANT MOUNTED LIGHTING FIXTURE, SEE FIXTURE SCHEDULE. ELECTRIC UTILITY METER LOCATION. DUCT MOUNTED SMOKE DETECTOR, CONNECT TO 120V CIRCUIT INDICATED. DUCT SMOKE DETECTOR SHALL BE FURNISHED BY E.C., �o INSTALLED BY M.C. IN DUCTWORK, AND WIRED BY E.C. SEE WIRING DIAGRAM 31E3.0 FOR DETAILS. DUCT SMOKE DETECTOR AUDIONISUAL DEVICE MOUNTED 80" AFF TO BOTTOM OF DEVICE. NOTIFICATION DEVICES SHALL BE FURNISHED AND 0 INSTALLED BY E.C. SEE WIRING DIAGRAM TE3.0 FOR DETAILS. DUCT SMOKE DETECTOR REMOTE TEST STATION MOUNTED AT COMMUNICATION BOARD. SEE DETAIL 1/E4.0 FOR EXACT LOCATION, REMOTE TEST STATON SHALL BE FURNISHED AND INSTALLED BY E.C. SEE WIRING DIAGRAM TE3.0 FOR DETAILS. ._--------- _._--- _.._.._.._._._.._____ GENERAL CONTRACTOR SHALL ENSURE THAT THE TELEPHONE INFRASTRUCTURE (UP TO 3 PHONE LINES AND BACKBOARD) IS IN PLACE PRIOR TO DEVELOPERS ISSUANCE OF DELIVERY NOTICE _..:. __._ _.m..... ... ..... _....,, ...,. BALER NOTE: DEVELOPERIGENERAL CONTRACTOR TO CONTACT THE FAMILY DOLLAR CONSTRUCTION PROJECT MANAGER FOR EACH STORE LOCATION TO DETERMINE IF A 10 HP BALER IS REQUIRED PROVIDE I) 60A 3P DISCONNECT FUSED AT 40A FOR PTR BALER & COMPACTOR MODEL #230OHD (tOHP). CONTACT FOS FOR EXACT BALER SPECIFICATIONS AND LOCATION IN SALES SUPPORT AREA. IN STORES WHERE BALER IS PROVIDED, FEEDER FOR PANEL B WILL BE UPGRADED FROM 125AMPS TO 150AMPS AND FOR STORES WITH 5-ALL ELECTRIC HVAC UNITS, BUILDING POWER SERVICE MAY REQUIRE AN UPGRADE FROM 400 TO600 AMPS. COORDINATE FOR EACH ST01 LOCATION. 18, AFF AFG EC FPN GC MC PC WP ION FACP ELECTRICAL ABBREVIATIONS DIMENSION INDICATES HEIGHT ABOVE FINISHED FLOOR AT WHICH CENTER OF DEVICE IS TO BE MOUNTED. ABOVE FINISHED FLOOR. ABOVE FINISHED GRADE. ELECTRICAL CONTRACTOR, FUSE PER EQUIPMENT NAMEPLATE REQUIREMENTS. GENERAL CONTRACTOR. MECHANICAL CONTRACTOR, PLUMBING CONTRACTOR. INDICATES DEVICE TO HAVE WEATHERPROOF COVER. UNLESS OTHERWISE NOTED. FIRE ALARM CONTROL PANEL. NOTE TO MEP CONTRACTORS 1. RUN ALL ELECTRICAL CONDUITS, PLUMBING PIPING, REFRIGERANT LINES, ETC., SO AS NOT TO INTERFERES WITH STORE FIXTURE EQUIPMENT LAYOUTS, OR ANY OTHER FAMILY DOLLAR EQUIPMENT. 2. MEP CONTRACTORS TO ROUTE ALL CONDUITS, PLUMBING PIPING, REFRIGERANT LINES, ETC., TIGHT TO STRUCTURE AND PERPENDICULAR TO WALL IN AN ORDERLY MANNER. FILE COPY THESE PLANS AND ALL PROPOSED WORK ARE SUBJE TO ANY COPAECTIONS `RfQUIRC•D I FIELD INSPECTORS THAT EAAY BE NE f.'SSARY IN ORDER TO COMPLY WITHIALL APPLICABLE CODES. FAMILY DOLLAR REVIEW STAMP "REVIEWED" "DISAPPROVED - RESUBMIT" All Site and Building Plan Requirements, including but limited to, all Interior Dimensions, Materials, Hardware, Equipment & Specifications, are to be designed and built per the Family Dollar Prototype Plan #: 2016-01 REV as indicated in the lease, unless a deviation is approved by Family Dollar's Plan Reviewer, next to each specific deviation. The initials indicate approval of only the one deviation being initialed. Any deviation from designated Prototype Plan that is not initialed by Family Dollar is disapproved and void. (Approval to plan deviation will be indicated with the following circled initials : ) 6 w 0 0 0 O of w w m O F- ~O z w of Q w H LLI 0 z w S Z 0 V5 w w 2 F- 0 z co H z Lu 0 0 Lu w H O F- H 2 C7 Of w 0- 0 a W w H O J 0 Q F- 2 C`) Y a O U H W w K w W W J co co W X w U) J N N m p N aD M p Qo t M M M t( W Z V NLL �tpD It 9 :D z LU o F _ \ M 0 E U Of a LLI W w F- LL] (n ) CD Q W J 8 0 m W 0 N N LLJ z O M o J N C7 z z ¢ p LL v x o o W U 'gj 4 .-. ry U � N Q IIIIM4 L M Q N v a w J U) O_/ 1".1 a m t/1 00 04 co z 0 W .0 > LLLi arL Z WLU Q O z U VJ 00 00 0 T` M ti O LU U) / N O o U) 2 _O _I X J o O °° C) � w >- O L ZJ C C N LLI LU0 w w G � Q C CU ¢ a LL F1 co LL JtAL � o `% lb. .. W. `% 0,-"GENSF.,S�++s++ Z No 44643 • •off �/G� �/ 9• STATE OF . d • CU ROBE�fit? CASE FLORIDA PE. #44643 E-0.0 B-10 00 �N B-1 oC EXLB.1' ` o B 5 L8 L8 L8 L8 L8 L8 v L8 L8 L8 L8 LB SALES SUPPORT I E"l NIGHT L8 LIGHT (EM) EQUAL EQUAL LB FIELD WIRE TO ROWS CONTAINING EMERGENCY LIGHT FIXTURES (EM) L4 �D)l L4 TYP, LB L8 EMERG/ NIGHT L8 LB LIGHT (EM) L8 L8 L8 L'1 L8 L4 L4 L4 L4 L4 I L8 L8 L8 L8 L8 L8 L8 L8 EMERG/ NIGHT L8 LIGHT L8 LB (EM) L8 L8 L8 S,ALES ARE/ 01 - 4 1 L8 L8 L8 L8 L4 L4 L4 L8 L8 L8 11 L8 (EM) III L8 r L8 L8 L8 L8 I L8 L8 AND CONNECT TO WIRING HARNESS L8 L8 L8 LS L8 L8 L8 "BLUE WIRE". M L8 11 I 10'-0" 110'-0" 10'-0" 10'-0" B-1 U3 L8 L8 L8 L8 L8 L8 B 9 L L� L8 EMERG/ EMERG/ EMER E MEN �� NIGHT L8 L8 L8 NIGHT L8 LIGHT LB L8 NIGH L8 LIGH 104 �.. �UC LIGHT L { (EM) (EM) B-8 L4 g-g : 131 .0 QHEXL L8 LS L8 L8 L8 LB F &7 L8 8.3� Blf1 -- L8 (EM) L8 w_om r g g L4 L8- B 5 L8 L8 L8 L8 L8 L8 L8 o L8 L8 BB B8 L 06 NOTE: O 3/32"=V-0" LIGHTING PLAN LIGHTS IN SALES AREA SHALL BE INSTALLED 1 V-6" AFF 1 TO TOP OF LIGHT FIXTURE. LIGHTING TAGGED NOTES: LIGHTS IN SALES SUPPORT AREA SHALL BE INSTALLED HT FIXTURE, O COORDINATE LIGHT ROW LOCATIONS WITH FINAL COLUMN LAYOUT. 10'-0" AFF TO BOTTOM OF LIGHT IN K SEE ARCHITECTURAL ELEVATIONS 0 FOR EXACT MOUNTING w/sn A-7,9,11 A-1,35 LOCATIONS OF ALL EXTERIOR BUILDING MOUNTED LIGHTS. 8 B-28 "" PEPSI COKE B-22 B-10 �A 41 C-3 O B-34 )B4 I� 00 EC/GC SHALL REFER TO LV1.0 AND OR LVIA SHEETS FOR ADDITIONAL ELECTRICAL DEVICES TO BE INSTALL OR CONDUIT TO BE ROUTED FOR ALL DATAILOW VOLTAGE REQUIREMENTS. WHILE PULLING CABLE IN EMPTY CONDUITS, PROVIDE ADDITIONAL PULL RING AT ENTIRE LENGTH OF CONDUIT FOR POSSIBLE FUTURE CABLE INSTALLATION. SALES AREA 101 15 SALES SUPPORT 10B J' B-35 MONITOR 12 d 1 )R 10 s �_- Z LB � ° B-10 LS CV L4 C4 � � J li i / not _FI FCTRICAL PANELS AND O CONNECT OCCUPANCY SENSOR IN SALES SUPPORT AREA SO THAT SENSOR WILL TURN ON CIRCUIT OR ALLOW CIRCUIT TO REMAIN ON. MOUNT SENSOR AT 3'-10" AFF TO CENTER OF DEVICE, O MOUNT EMERGENCY LIGHT BELOW CANOPY LIGHT FIXTURE TIGHT TO ENTRY SOFFIT. COORDINATE WITH FOS CONSTRUCTION REPRESENTATIVE. O REFER TO DETAIL SHEETS FOR VENSTAR LIGHTING CONTROLS AND MECHANICAL INTERFACES. 4 OSYSTEM FOR CONTACT CLOSURE TO CONTROLLER AS SHOWN ON SHEET V-1.0, DETAIL 11. COORDINATE WITH PROVIDE STORE OPEN/CLOSE PUSH BUTTON VENSTAR ig OPROVIDE CONNECTION TO "CW' LIGHT FIXTURES, MOUNTED TO WALL FACE. COORDINATE MOUNTING HEIGHT WITH ARCHITECTURAL ELEVATIONS. "CW' FIXTURES ARE MOUNTED TO BUILDING FACADE UNDER AWNING. COORDINATE FINAL MOUNTING LOCATION WITH ARCHITECTURAL ELEVATIONS PRIOR TO ROUGH -IN. y ( 3 O CENTER EXTERIOR REMOTE EMERGENCY FIXTURE OVER LOADING DOOR, COORDINATE WITH ARCHITECTURA L PLANS FOR PLACEMENT TO PROVIDE ZERO INTERFERENCE WITH GUTTERS. I� Og REPLACE FIXTURE TYPE "G" AT THIS LOCATION WITH FIXTURE TYPE "L" WHERE POLE LIGHTING CANNOT BE UTILIZED DUE TO SITE RESTRICTIONS. O NIGHT LIGHT. THIS LIGHT FIXTURE ONLY SHALL BE CONTROLLED BY SEPARATE PHOTOCELL BY EC (ON AT DUSK, OFF AT DAWN). WIRE VIA PHOTOCELL TO HOT LEG OF NEAREST EXTERIOR LIGHTING CIRCUIT AHEAD OF ANY SWITCHING INCLUDING CONTACTORS. THIS LIGHT SHALL REMAIN ON ALL NIGHT AFTER ALL OTHER EXTERIOR LIGHTS ARE TURNED OFF. (NOTE: THIS FIXTURE IS NOT CONTROLLED BY VENSTAR SYSTEM. 10 DISTANCE BETWEEN END OF ROW AND PERIMETER LIGHTS SHALL BE MAXIMUM 24". O11 MINI -INVERTER TO PROVIDE "NORMALLY ON" POWER TO NIGHT LIGHT/EMERGENCY LIGHT FIXTURES VIA BLUE WIRE IN LIGHT FIXTURE WIRING HARNESS PROVIDED WITH LIGHT FIXTURE. IN A POWER LOSS SITUATION, MINI -INVERTER WILL PROVIDE POWER TO NIGHT LIGHT/EMERGENCY LIGHT FIXTURES FROM THE ONBOARD BATTERY SUPPLY. A-2,4 A-6,8 A-10,12 A-14,16 A-18,20 18"FROM CENTERLINE DISCONNECT TO RIGHT EDGE OF CASE (OA/2P/NF 60Al2P/NF( 30A/2P/NF( 30A/2P/NF 30Al2PINF (TYP.) I VJ o o m k k Y p4 Y k Y Y k k k k k 4 CR YRO [HE ER OD EIF 4 k Y a k P 3 ENLARC ED OFFICE/RR POWER PLAN FLOOR 3 16"=1' 0" COOLER/FREEZER CASES NOTES: 1. REFER TO FDS SITE SPECIFIC FIXTURE PLAN FOR DIMENSIONED LOCATIONS OF COOLER/FREEZER CASES AND DISCONNECT LOCATIONS. 2. COOLER AND FREEZER CASES WILL UTILIZE EVAP-AWAY HEATERS TO EVAPORATE CONDENSATE INTO THE AIR. NO PLUMBING FLOOR DRAINS ARE REQUIRED. 3. "LEFT HAND" ORIENTATION SHOWN (COOLERS ON LEFT SIDE AS YOU ARE STANDING IN FRONT OF THE CASES). "RIGHT HAND" ORIENTATION IS SIMILAR EXCEPT COOLERS ARE ON RIGHT SIDE, CASE DISCONNECT SHOULD ALWAYS BE INSTALLED 18' FROM THE RIGHT EDGE OF EACH CASE. 4. IF REQUIRED BY LOCAL CODES, EC SHALL PROVIDE SAFETY GROUND CONNECTED TO DISCONNECT. EC SHALL CONFIRM WITH LOCAL BUILDING INSPECTOR PRIOR TO BEGINNING ELECTRICAL ROUGH -IN. 5. INTERNAL SENSIBLE HEAT GAIN FROM HYBRIDS IS 24,000 BTUH. HVAC TONNAGE SHOULD BE INCREASED WHEN HYBRIDS ARE USED. MECHANICAL ENGINEER SHALL PERFORM HVAC LOAD ANALYSIS. n COOLERS AND FREEZERS NOTE: COOLERS/FREEZERS ARE BEING FURNISHED/PURCHASED BY FAMILY DOLLAR. DEVELOPER/GENERAL CONTRACTOR TO CONTACT THE FAMILY DOLLAR CONSTRUCTION PROJECT MANAGER FOR EACH STORE LOCATION TO VERIFY LINE-UP OF COOLERS/FREEZERS BEING INSTALLED (9R-6F, 9R-9F, 12R-6F, 12R-9F OR 28') AND THE ORIENTATION (LEFT HAND (LH) OR RIGHT HAND (RH)). THE DEVELOPERS ARCHITECT WILL PERMIT THE COOLERS/FREEZERS ASSIGNED BY FAMILY DOLLAR, THE GENERAL CONTRACTOR SHALL CONTACT AND CONTRACT WITH ADAM BILBRAY (678-313-3004) OR MATT JOSEPH (770-362-4791) AT ORIGIN GROUP (6) WEEKS PRIOR TO POSSESSION TO SCHEDULE INSTALLATION OF COOLERS/FREEZERS. GENERAL CONTRACTOR SHALL HAVE REQUIRED POWER IN LOCATIONS INDICATED ON LATEST FDS PROVIDED FIXTURE PLAN. COORDINATE FOR EACH STORE LOCATION. GENERAL CONTRACTOR SHALL MAKE SURE INSTALLER COMPLETES THE REQUIRED JURISDICTIONAL INSPECTIONS. WIRE SIZING NOTE: THE WIRING THAT IS SHOWN IS SIZED TO ACCOMMODATE WORST CASE SCENARIO BETWEEN ALL HYBRID LINE-UPS SUCH THAT IF A 3 DOOR FREEZER IS SWITCHED WITH A 4 DOOR FREEZER OR A 5 DOOR FREEZER, THE WIRING DOES NOT HAVE TO BE REPLACED. ONLY BREAKERS WILL NEED TO BE REPLACED IN THE ELECTRICAL PANELS, DISCONNECT LOCATIONS MAY NEED TO BE ADJUSTED ACCORDINGLY. CONFIRM WITH ORIGIN GROUP. 12R - 9F HYBRID - RH NOTE: COOLER/FREEZER CASES "HYBRIDS" HAVE THE COMPRESSOR MOUNTED ON TOP OF THE CASE AND THEREFORE DO NOT 5 INSTALLATION DETAIL REQUIRE AN OUTDOOR CONDENSING UNIT. NTS Lu U ZD B-20 3 �'e l � � •�... I ° -j of SEE POWER) I _ j w RISER 11E3.0 O0 I FOR DETAIL IN THIS AREA, I I m SEE COOLERIFREEZER J B-35 MONITOR f CASES INSTALLATION j �--� Z DETAIL 51E1.0 12 I AVj 2 Lu VE_ L B-32 M 2 W 030 FOR DETAIL IN THIS AREA, O A5204(IG) ""€ B-39 J W SEE ENLARGED OFFICE/RR 10 Y U POWER PLAN 31E1 0. 1705 B 2 n 00 ATM ,APP / Lu J _ TYP, Z rn 10 16 WATERVENDING Lup MACHINE w POWER PLAN 2 3/32"=1'-0" z Q TAGGED NOTES: ~ z O 17-0"MONITOR DETAIL ON ARCHITECTURAL REFER TO CHECKOUT STATION POWER/DATA DETAIL 2 ON SHEET E4.0 FOR INSTALLATION OF CASHIER STATION POWER AND ICE CREAM BUNKER POWER. 12 FURNISH AND INSTALL WIRING AND HOOKUP FOR SECURITY MONITOR. CIRCUIT SHALL BE TERMINATED TO A DUPLEX RECEPTACLE MOUNTED 2 AFF. VERIFY EXACT LOCATION WITH TENANT'S CONSTRUCTION REPRESENTATIVE. SEE REFERENCE TAGGED NOTE 20 FOR ALTERNATE LOCATION OF ICE CREAM BUNKER. DRAWINGS FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 00 O FURNISH AND INSTALL CONDUITS FOR CHECKPOINT STOREFRONT DOOR SECURITY SYSTEM (EAS). SEE CHECKPOINT SECURITY SYSTEM DETAIL 4 ON Lu MOUNT ALL RECEPTACLES AND TELEPHONE OUTLETS IN OFFICE AT 24" A.F.F. U) SHEET E1.0. 13 OPROVIDE DEDICATED ISOLATED GROUND RECEPTACLE WITH ISOLATED GROUNDING CONDUCTOR BACK TO SERVICE GROUND. RECEPTACLE SHALL BE 14 VENSTAR LIGHTING CONTROL PANEL LOCATED NEXT TO ELECTRICAL PANELS. LIGHTING CONTROL PANEL SHALL BE FURNISHED AND F "ORANGE" WITH WHITE COVER PLATE. INSTALLED BY ENERGY MANAGEMENT SYSTEM CONTRACTOR. SEE DETAILS 1/E1.0 AND SHEET V1.0 FOR DETAILS. O F O PROVIDE AND INSTALL FLUSH MOUNTED RECEPTACLES IN WALL FOR EACH COOLER. FIELD VERIFY EXACT RECEPTACLE LOCATION WITH STORE SPECIFIC 15 MC CABLE ALLOWED BUILDING STANDARD WHERE LOCAL CODE JURISDICTION WILL ALLOW. ALL MC CABLE SH ALL BE RUN OVERHEAD AND IN A NEAT AND ORGANIZED FASHION. WHERE CODE DOES NOT ALLOW MC CABLE, EMT SHALL BE USED. ALL EXPOSED CABLE AND 2 FIXTURE PLAN AND FDS PROJECT MANAGER PRIOR TO ELECTRICAL ROUGH -IN: CONDUIT SHALL BE RUN TIGHT TO CEILING CONSTRUCTION AND CONCEALED FROM VIEW WHEREVER POSSIBLE, CD E IN STORES WHERE COKE AND PEPSI COOLERS ARE NOT LOCATED AGAINST A WALL, PROVIDE A JUNCTION MOUNTED T0 BOTTOM OF PURLIN/ROOF JOIST. of INSTALL "POWER DROP KIT" AND WIRE END WITH PIG T AIL TO JUNCTION BOX. COIL MC CABLE UP OUT OF THE WAY FOR FUTURE CONNECTION BY FDS 16 FAMILY DOLLAR STORES LOCATED IN THE FOLLOWING SEVEN STATES SHALL BE PROVIDED WITH ELECTRICAL CONNECTIONS FOR GLACIER FIXTURE INSTALLER TO COKE AND PEPSI COOLERS. "POWER DROP KIT' IS BEING FURNISHED BY FAMILY DOLLAR WITH THE CHECKOUT STATIONS. SEE O WATER VENDING MACHINE: ARIZONA, CALIFORNIA, COLORADO, FLORIDA, NEVADA, NEW MEXICO AND TEXAS. EC SHALL PROVIDE TWO (2) W DETAIL 2/E3.0 FOR "POWER DROP KIT" INSTALLATION DETAIL. DEDICATED ELECTRICAL CIRCUITS (B-38 AND B-40) TO WATER VENDING MACHINE LOCATION, SEE WATER VENDING MACHINE ELECTRICAL (L ADDITIONAL INSTALLATION INFORMATION. 5 FURNISH AND INSTALL WIRING AND HOOKUP FOR PROMO DISPLAY. CIRCUIT SHALL BE TERMINATED AT A JUNCTION BOX MOUNTED TO BOTTOM OF INSTALLATION NOTES THIS DRAWING FOR FAMILY DOLLAR STORES LOCATED IN THE OTHER FORTY-THREE STATES SHALL 8E PROVIDED WITH ONE (1) DEDICATED ELECTRICAL CIRCUIT a O PURLIN/ROOF JOIST. INSTALL "POWER DROP KIT" AND WIRE END WITH PIGTAIL TO JUNCTION BOX. COIL MC CABLE UP OUT OF THE WAY FOR FUTURE (B-38) TERMINATED TO AN EXTERIOR RECEPTACLE MOUNTED 4' A.F.F. EXTERIOR RECEPTACLE SHALL BE GFI, WEATHERPROOF AND w CONNECTION BY FDS FIXTURE INSTALLER TO PROMO DISPLAY. "POWER DROP KIT" IS BEING FURNISHED BY FAMILY DOLLAR WITH THE CHECKOUT RECESSED IN WALL WITH FACE FLUSH WITH WALL, PROVIDE WITH "IN -USE" COVERS. LABEL CIRCUIT B-381N ELECTRICAL PANEL AS "RECPT- STATIONS. SEE DETAIL 2/E3.0 FOR "POWER DROP KIT" INSTALLATION DETAIL. EXT." CIRCUIT B-40 WILL NOT BE USED AND SHOULD BE LABELED IN PANEL AS "SPARE". O O PROVIDE AND INSTALL FLUSH MOUNTED IG RECEPTACLE IN WALL 18" AFF. FOR APPLICATION STATION AND ATM. IN STORES WHERE APPLICATION STATION 17 NOT USED a AND ATM ARE GREATER THAN 4' APART, IG RECEPTACLES SHALL BE PROVIDED FOR EACH. RECEPTACLES SHALL BE "ORANGE" WITH WHITE COVER PLATE. 0 FURNISH AND INSTALL CONDUIT AND WIRING FOR EXTERIOR BUILDING SIGNS. CIRCUIT SHALL BE TERMINATED AT A JUNCTION BOX(ES) LOCATED MINIMUM Q 12'-0" AFF. SIGN CIRCUIT SHALL BE CONTROLLED BY PHOTOCELL AND TIMECLOCK (VIA VENSTAR SYSTEM). FINAL CONNECTIONS SHALL BE MADE BY THE ELECTRICAL CONTRACTOR. COORDINATE ACTUAL NUMBER OF BUILDING MOUNTED SIGNS WITH ARCHITECTURAL ELEVATIONS AND FDS PROJECT 18 DVR BOARD: PROVIDE 4'X4' FIRE RETARDANT PLYWOOD WITH A UL CLASSIFICATION STAMP THAT MEETS OR EXCEEDS THE REQUIREMENTS MANAGER PRIOR TO CONSTRUCTION. COORDINATE REQUIRED JUNCTION BOX QUANTITIES AND LOCATION WITH ARCHITECTURAL ELEVATIONS AND SIGN FOR CLASS I OR CLASS A FLAMESPREAD RATING (IBC 2012 SECTION 2303.2). MOUNT DVR BOARD WITH BRACING AND FASTENERS RATED TO a SUPPLIER PRIOR TO ELECTRICAL ROUGH -IN. SUPPORT UP TO 250 LBS OF WEIGHT. MOUNT BOTTOM OF DVR BOARD 2'-6" A.F.F. WITH EDGE OF DVR BOARD TIGHT AGAINST ADJACENT p WALL. PROVIDE ISOLATED GROUND QUAD RECEPTACLE WITH ISOLATED GROUNDING CONDUCTORS BACK TO SERVICE GROUND. U OPROVIDE A (1) ONE FOOT PIECE OF Y EMPTY CONDUIT RUNNING THROUGH THE WALL AT LOCATIONS AS SPECIFIED ON THE PLANS. ALL CONDUITS SHALL RECEPTACLES SHALL BE MOUNTED AT 24" A.F.F. EACH SIDE OF QUAD SHALL BE A DEDICATED CIRCUIT (DO NOT SHARE A NEUTRAL. CO BE LOCATED 6" BELOW ROOF PURLINS. PROVIDE FIRE CAULK AND CAP OFF CONDUIT FOR FUTURE USE BY FAMILY DOLLAR. SEPARATE NEUTRALS ARE REQUIRED), RECEPTACLES SHALL BE "ORANGE" WITH WHITE COVER PLATES. cn O PROVIDE ELECTRICAL CIRCUIT FOR HEAT TAPE ON DOMESTIC WATER LINES IF USED. FIELD COORDINATE EXACT ELECTRICAL REQUIREMENTS AND 19 ELECTRICAL CONTRACTOR SHALL PROVIDE A WEATHERPROOF JUNCTION BOX FOR LIGHTED ROAD SIGN. MOUNT TO SIGN PEDESTAL OR �L LOCATION WITH PLUMBING CONTRACTOR. POLE. ELECTRICAL CONTRACTOR SHALL RUN WIRE IN CONDUIT AS SPECIFIED ON PLANS TO SIGN. FINAL CONNECTIONS SHALL BE Lu MADE BY THE ELECTRICAL CONTRACTOR. SIGN CIRCUIT TO BE CONTROLLED BY PHOTOCELL AND TIMECLOCK (VIA VENSTAR SYSTEM). EC/GC w 10 EXTERIOR RECEPTACLES SHALL BE GFI, WEATHERPROOF AND RECESSED IN WALL WITH FACE FLUSH WITH WALL. PROVIDE WITH "IN -USE" COVERS. SHALL VERIFY ROAD SIGN ELECTRICAL REQUIREMENTS WITH FDS PROJECT MANAGER PRIOR TO BID, 0T 11 PROVIDE (2) TWO DEDICATED ISOLATED GROUND RECEPTACLES WITH ISOLATED GROUNDING CONDUCTOR BACK TO SERVICE GROUND. RECEPTACLES 20 FOR ALTERNATE ICE CREAM BUNKER LOCATION ONLY'""COORDINATE WITH STORE SPECIFIC FIXTURE PLAN TO DETERMINE IF ICE CREAM W SHALL BE SURFACE MOUNTED AT COMMUNICATION BOARD. SEE COMMUNICATION BOARD DETAIL 11E-0 FOR MOUNTING LOCATIONS AND INSTRUCTIONS ON BUNKER WILL BE INSTALLED AND ITS LOCATION. IF ICE CREAM BUNKER IS SHOWN IN AN ALTERNATE LOCATION NEXT TO THE ATM AND APP Lu USING STENCIL FOR LOCATING RECEPTACLES. RECEPTACLES SHALL BE "ORANGE" WITH WHITE COVER PLATES. STATION, THEN EC SHALL PROVIDE AND INSTALL FLUSH MOUNTED RECEPTACLE IN WALL 18" AFF (NOTE: ICE CREAM BUNKER IS NORMALLY Of LOCATED AGAINST THE SECURITY PANEL AT THE CHECKOUT STATIONS OR AT THE END OF THE CHECKOUT STATIONS AND PLUGS INTO ul RECEPTACLES AT THE CHECKOUT STATIONS) ICE CREAM BUNKER CIRCUIT AT CHECK T �y7�Q�1$ SHALL STILL BE INSTALLED BUT WILL N NOT BE UTILIZED. rLGNS AND ALL PROPOSED WORK RELEASE WATER VENDING MACHINE ELECTRICAL INSTALLATION NOTES ARE SUBJECT TO ANYCORR6CTIONS (APPLICABLE FOR THE FOLLOWING STATES ONLY: ARIZONA, CALIFORNIA, COLORADO, FLORIDA, NEVADA, NEW NOTE: STUB -UP s" CONDUITS T04"AFF a MEXICO AND TEXAS) PEDESTAL STUB -UPS SHALL BE CENTERED AT EACH PEDESTAL- FOR REQUIRED BY FIELD INSPECTORS THAT sI' SAFETY, PLACE AN ORANGE �" s � -- ^ T 2 ry "• MAY BE NECESSARY IN Ofi02lF TO WITH DOOR OPENING AS WELL, CONTACT FAMILY DOLLAR CONSTRUCTION PROJECT MANAGER PRIOR TO BEGINNING CONSTRUCTION TO CONSTRUCTION CONE OVER C! C(i t j r(. C(j{y)f%LY WITH ALL A?PL}iALE lr•OYTE¢v THE STUB -UPS. DETERMINE IF USING THE "WARM WEATHER" OR "COLD WEATHER" WATER VENDING MACHINE INSTALLATION. T .5 LOCATE WATER VENDING ACHINE ON SAME SIDE OF STORE AS RESTROOMS. REFER TO PROTOTYPE DRAWING --- C-2 FOR ADDITIONAL VEN ING MACHINE OPTIONS AND COORDINATION WITH ACCESSIBLE RAMPS. FIELD VERIFY s" CONDUIT UNDER SLAB WITH PULL 6'4" CNTR OF PEDESTAL EXACT LOCATION WITH F CONSTRUCTION REPRESENTATIVE PRIOR TO INSTALLATION. ALL CIRCUIT WIRING STRING FROM FIRST SECURITY PEDESTAL TO CNTR OF SHALL BE 10-GAUGE. THE CORRESPONDING BREAKERS INSIDE THE PANEL SHOULD BE LABELED AS "WATER TO SECOND SECURITY PEDESTAL. PEDESTAL CHECKPOINT POWER SUPPLY WILL PLUG VENDING MACHINE". ") -- INTO LG. RECEPTACLE AT MANAGERS WORK STATION. SEE DETAIL 2/E4.0 FOR EXACT FOR WARM WEATHE :INSTALLATIONS PROVIDE: TWO (2) DEDICATED 20A CIRCUITS TERMINATED TO GFI EDGE OF SLAB OF L 6'�" RECEPTACLES MOUN ED 4' A.F.F. FOR FUTURE WATER VENDING MACHINE AS SHOWN. EXTERIOR CENTER OF CLEAR AISLE WIDTH LOCATION OF I.G. RECEPTACLE AND „,,,,... n CHECKPOINT POWER SUPPLY. w ma,•: ...E,,,n RECEPTACLES SHALL' BE GFI, WEATHERPROOF AND RECESSED IN WALL WITH FACE FLUSH WITH WALL. PEDESTAL aw _9' t L ;,'" FAMILY DOLLAR REVIEW STAMP PROVIDE WITH "IN -USE" COVERS. s" CONDUIT UNDE(tESLAB WITHic, ULL ST'NGFROMMANAGER'SRK ROUTES"CONDUIT WITHPULLSTRINGUPIN "REVIEWED" FOR COLD WEATHER INSTALLATIONS PROVIDE: TWO (2) DEDICATED 20A CIRCUITS TO J-BOX ON INTERIOR FOR TATJON TO FIRST SECITY TO DATA BOX AT MANAGER'S WORK PEDAL. WALLFUTURE 13'X13"X6" IN STORE UTILITY BOX (PROVIDED BY WATER VENDING MACHINE MANUFACTURER)STATION. SEE DETAIL 2/E4.0 FOR EXACT DISAPPROVED -RESUBMIT MOUNTED AT MINIMUM 90" A.F.F. PROVIDE WEATHERPROOF 2 GANG BOX @ 48" AFF RECESSED IN EXTERIOR LOCATION OF DATA BOX LOCATION. WALL WITH 1/2" CONDUIT TO IN-STORE UTILITY BOX LOCATION. REFER TO INSTALLATION SPECIFICATIONS FROM WATER VENDING MACHINE MANUFACTURER FOR EXACT PLACEMENT OF ALL UTILITIES. THE FIRST CIRCUIT IS FOR NORMAL WATER VENDING MACHINE POWER AND THE SECOND CIRCUIT IS FOR "COLD WEATHER" MODEL CABINET HEATER. WHEN MACHINE IS INSTALLED, REPLACE AND CONNECT BOTH CIRCUITS TO WATER VENDING MACHINE MANUFACTURER PROVIDED 5-PIN SINGLE POINT RECEPTACLE CONNECTION LOCATED IN GANG BOX. THE UTILITY BOX ON THE WATER VENDING MACHINE SHOULD BE LABELED WITH THE CORRESPONDING CIRCUIT NUMBERS. NOTE: DIMENSIONS SHOWN ARE BASED ON PROPOSED DOOR JAMB LOCATION. FIELD COORDINATE FINAL STUB -UP LOCATIONS WITH STORE SPECIFIC FIXTURE PLAN, ACTUAL BUILDING CONSTRUCTION, AND FDS PROJECT MANAGER PRIOR TO POURING OF SLAB. CHECKPOINT SECURITY SYSTEM DETAIL All Site and Building Plan Requirements, including but limited to, all Interior Dimensions, Materials, Hardware, Equipment & Specifications, are to be designed and built per the Family Dollar Prototype Plan #: 2016-01 REV as indicated in the lease, unless a deviation is approved by Family Dollar's Plan Reviewer, next to each specific deviation. The Initials indicate approval of only the one deviation being initialed. Any deviation from designated Prototype Plan that is not initialed by Family Dollar is disapproved and void. (Approval to plan deviation will be indicated with the following circled initials : ) m O N N � M U lW/ J J CoLLcoo coo LL 0 a�QNN z 1G1�•1 W O C �. > a E N LL W 1 1 LL1 H U) z — U U Z Q W J a I � o m WcaOO N M O Z 9 J N CD 2 z K o W U d y 0 M N 2 O N N E R Q Q r O In 7 L IO Q N�naLL U J U) Ili Q m M o N zLU O O = Q LL w z z LU r g Z U V) cV 0 0 O M O LL.I U - 0. -0 OO LL � _O J X 0 I O O C) � O I LL z J 0 O CV o LLf j � w G 'oQ_co a Q LU v a n- LL rLcam) LL Z n Z H J 06 w 0 J 0 L U LLJ Z —J ii L!J `,VT'W% r4aY No 44643 0t :tr i13 SSTA�T( EE OFF `�: �u Xl RNII14j y �LI E FLORIDA PE. #44643 DA1 a COORDINATE ELECTRICAL SERVICE WITH LOCAL UTILITY PROVIDER. OUTSIDE INSIDE B-271 PC PHOTOCELL (120V) FACING NORTH BY E.C. TO CONTROL LIGHT AT FRONT CANOPY ONLY. (NOTE: A SEPARATE PH IS USED BY VENSTAR SYSTEM) VENSTAR LIGHTING CONTROL PANEL (t6r"Wx20t NEXT TO ELECTRICAL PANELS. SEESHEETV1.0 DETAILS. PANEL PANEL SER A g CONSTAR TROL CONTROL olscoNescr PANEL 40013/400 I', 400 A MLO 125 A MLO NEMA3R 20BY1120V 20BY1120V CIRCUIT 22,000AIC 22.000AIC 22,000AIC B-27 #110 GND NOTE S 4#1, ING, VC SEE PANEL SCHEDULE TO 2081120V 30 2 SETS OF (4#310, VC) 2 SETS OF (4#310, INS, 1#3150 GND, 2M) 1 POWER RISER DIAGRAM DIAGRAMMATIC ONI_'( RISER NOTES: A. ALL CONDUCTOR SIZES BASED ON COPPER, 75" C LUGS. B. PROVIDE COMPLETE GROUNDING ELECTRODE SYSTEM. PROVIDE GROUNDING ELECTRODE CONDUCTOR AT SERVICE ENTRANCE OVERCURRENT PROTECTION DEVICE, AND BOND TO COLD WATER PIPING, MEIIAL FRAME OF BUILDING, AND TO (3) 314"x10'0" COPPER GROUND RODS, C. COORDINATE INSTALLATION OF BONDING PROVISIONS FOR CONCRETE -ENCASED ELECTRODE IN FOOTING AT TIME FOOTINGS ARE INSTALLED FOR INSPECTION BY ELECTRICAL INSPECTOR. THERE SHALL BE NO SPLICES IN THE GROUNDING ELECTRODE CONDUCTOR. D. ELECTRICAL CONTRACTOR SHALL PROVIDE METER BASE AND CT CABINET TO UTILITY SPECIFICATIONS. E. FIELD COORDINATE ALL ELECTRICAL SERVICE REQUIREMENTS WITH LOCAL UTILITY COMPANY PRIOR TO PROJECT START UP. ALL WORK MUST CONFORM TO ALL LOCAL UTILITY RULES AND REGULATIONS. F. PROVIDE BUILDING AUTOMATION SYSTEM. PROVIDE ALL WIRING FOR CONTROLS, INCLUDING FINAL CONNECTIONS. REFER TO DETAILS FOR GENERAL DEVICE WIRING AND MOUNTING INFORMATION. G. PANELBOARD RATINGS AND FEEDERS SHOWN ARE BASED ON WORST CASE HVAC EQUIPMENT. VERIFY PANELBOARD SIZES, FEEDER SIZES, AND CIRCUIT BREAKERS WITH WAC SYSTEM TYPE, CLIMATE ZONE] AND HVAC EQUIPMENT MANUFACTURER FOR ACTUAL SYSTEM INSTALLED, MODIFY CIRCUIT BREAKERS AND FEEDER AND BRANCH CIRCUITS AS REQUIRED FOR SPECIFIC LOCATION. H. ONLY U.L. LISTED EQUIPMENT SHALL BE USED. I. ALL DEVICES ARE 3 POLE UAO, J. ALL NEW COMPONENTS SHOWN ON THE RISER DIAGRAM SHALL BE "SERIES COMBINATION RATED SYSTEM' ADEQUATE FOR THE MAXIMUM FALUT CURRENT AVAILABLE AT THE POINT OF APPLICATION, INCORP RATING THE CURRENT LIMITING DEVICE AS SPECIFIED, SHOP DRAWINGS SHALL INDICATE SERIES COMBINATION RATING AND INCLUDE A COPY OF ALL LABELING, INCLUDING RESPECTIVE U.L. LISTING. J-BOX MOUNTED BY E.C. BAI BARJOISTIPURLIN "POWER DROP KIT" - 17 MC CABLE WITH WHITE FINISH WITH BELL BOX WITH DUPLEX RECEPTACLE. EC SHALL WIRE END WITH PIGTAIL TO CIRCUIT IN JUNCTION BOX. PROVIDE STRAIN RELIEF. EC SHALL COIL THE MC CABLE FOR FUTURE INSTALLATION OF STORE FIXTURES AND FINAL CONNECTION MADE BY FOS FIXTURE INSTALLER. FIXTURE a 0 )UPLEX RECEPTACLE WITH 12FT 1213G MC ;ABLE (BELL BOX) - ONE PER STATION. NOTE: "POWER DROP KIT" IS BEING FURNISHED BY FAMILY DOLLAR WITH THE CHECKOUT STATIONS. ONCE CHECKOUT STATIONS ARRIVE ON SITE, EC SHALL RETURN AT DESIGNATED DATE (SET BY GC) TO INSTALL 'POWER DROP KIP. "POWER DROP KIT" SHALL BE INSTALLED FOR PROMO DISPLAY FOR EVERY STORE. "POWER DROP KIT" SHALL ALSO BE INSTALLED FOR STORES WHERE THE COKE AND PEPSI COOLERS ARE NOT LOCATED AGAINST A WALL. COORDINATE WITH STORE SPECIFIC FIXTURE PLAN, GC AND FDS PROJECT MANAGER PRIOR TO INSTALLATION. NOTE: FINAL CONNECTION OF "POWER DROP IT MADE BY FIXTURE POWER DROP KIT' INSTALLATION DETAIL INSTALLER. NTS SAMPLING TUBE EQUAL TO WIDTH OF CONNECT TO 120V. CIRCUIT AIR DUCT SYSTEM SENSOR RTS151KEY REMOTE TEST STATION _ R MOUNTED AT COMMUNICATION BOARD. SEE DETAIL 11E4.0 RETURN AIR DUCT OR SUPPLY AIR ^' FOR EXACT LOCATION. REMOTE TEST STATION SHALL BE DUCT AS REQUIRED BY CODE. p FURNISHED AND INSTALLED BY E.C. R CONTROL RELAY FOR SHUT DOWN SYSTEM SENSOR APA151 AUDIONISUAL DEVICE MOUNTED 8070 OF HVAC UNIT, BOTTOM OF DEVICE. COORDINATE LOCATION WITH M.C. AND GC nv PRIOR TO ROUGH-INIINSTALL. AUDIOIVISUAL DEVICE SHALL BE SYSTEM SENSOR D4120 PHOTOELECTRIC 120VAC SMOKE DETECTOR. DUCT FURNISHED AND INSTALLED BY E.C. SMOKE DETECTOR SHALL BE FURNISHED BY E.G., INSTALLED BY M.C. IN DUCTWORK, AND WIRED BY E.C. PROVIDE SIGN INDICATING"DUCT DETECTOR TROUBLE" 3 DUCT DETECTOR MOUNTING DETAIL DIAGRAMMATIC ONLY ALL EQUIPMENT AND INSTALLATION SHALL COMPLY WITH THE LATEST LOCAL CODES. EC TO PROVIDE, WIRE AND TEST OPERATION OF DUCT SMOKE DETECTORS, REMOTE TEST STATIONS AND NOTIFICATION DEVICE 3. INSTALLWIRE DUCT SMOKE DETECTORS, REMOTE TEST STATIONS AND NOTIFICATION DEVICES PER MANUFACTURERS 1NSTALIJTION INSTRUCTIONS. MANUFACTURER: SQUARE D NQOD BUS RATING: 400 A 3 PHASE MAINS: MLO 4 WIRE AIC RATING: T2K 120/208 VOLTS MOUNTED: SUR 1 NEMA NAME: PANEL A PROJECT NAME FAMILY DOLLAR PROJECT NUMBER 2017-057 N O E S CKT NO IbENTIFICATION WIRE C O D E LOAD/PHASE (AMPS) CIRCUIT BREAKER LOAD/PHASE (AMPS) C O D E WIRE IDENTIFICATION CKT NO N O T E S A B C I TRIP P P TRIP A B C 1 AIC-1 6 M 47.0 47.0 Is SM I= 47.0 60 3 2 25.9 IN= 25.9 EM M 10 5 DOOR FREEZER COND.. 2 1, 4 3 4 5 2 40 22.5 NO 22.5 M 10 4DOOR FREEZER COND.. 6 1, 4 7 AIC-2 4 M 58.8 58.8 Is 58.8 70 3 8 9 2 20 9.6 9.6 M 10 3 DOORIX)OLERCOND. 10 1, 4 11 12 13 SPARE 20 1 2 20 9.6 9.6 9.6 M 9.6 M 10 3DOOR COOLER GOND 14 1, 4 15 SPARE 20 1 16 17 SPARE 20 1 2 20 10 3DOORCobLERCONo. 18 1, 4 19 SPARE 20 1 20 20 21 SPARE 20 1 2 20 20 9.6 9.6 M 10 3 DOOR COOLER COND. 22 1, 4 23 SPARE 20 1 24 25 SPARE 20 1 11 20 M= I= SPARE 26 27 SPARE 20 1 1 20 SPARE 28 29 SPARE 20 1 1 20 am SPARE 30 31 SPARE Hd ; ;h 20 1 1 20 SPARE 32 33 GUTTERHEATER 10 R l:',, 20 8G' Sr.ri 20 1 1 20 SPARE 34 35 UNIT HEATER 12 R °' W "''E"I 4.0 30 1 1 20 if=SPARE 36 37 GUTTERHEATER. 10 R 20.8 30 1 1 20 SPARE 38 39 APPSTATION 12 R 1 6 t I. 1.6 20 1 1 20 1.7 R 12 COMMONKATIONBRD 40 ,5 41 DUCT DEGTECTORS 12 R L,,: 20 1 1 201 1.7 R 12 COMMUNICATION BIRD 42 4,5 5 43 HAND DRY ER 12 R 8.3 '.'';j;;, � . 20 1 1 20 3.3 0=1 R 12 RECEPT OFFICE 44 5 5 45 HAND DRY OR 12 R r! 8. 3 20 1 1 20 1.7 IN R 12 RECEPT OV R 46 ,5 47 WATER. HEATER 12 M : 16.0 20 1 1 20 1.7 R 12 MNGR WORK STAT.1 EA.S 48 4,9 49 PA NEL B 1 M 45'8 125 3 20 3.3 R 12 STATION a D 50 4,5 51 t`i 45.7 1 20 3.3 R 12 STATION B & C 52 4,5 53 126.6 1282 37,9 1 20,;0 1.6 R 12 ATM 54 ,5 165.3 67.6 56.4 1 53.0 TOTAL AMPS PHASE A 194.20 TOTAL AMPS PHASE B 184.56 TOTAL AMPS PHASE C: 218.24 LIGHTING (L) RECEPTACLES (R) MISC. EQUIPMENT LOAD (M) mnTFC* Al Ppnvi lF RRFAKFR I nr.KINr DLOOAAD CONN. LOAD DEMAND (AMP) FACTOR (KVA) 0.00 1.25 0.0 52.37 NEC 52.4 189.40 1.00 189A CONNECTED AMPS: 218.24 CONNECTED KVA: 78.53 TOTAL CONNECTED AMPS: 218.2 NOTE 1 TOTAL CONNECTED KVA PANEL: 78.53 NOTE 2 NOTE 3 2)FED THROUGH LIGHTING CONTROL 3)PROVIDE WITH ISOLATED GROUND BUS 4)PROVIDE HACR TYPE BREAKER FOR HVACJ REFRIG. EQMT 5)GFI BREAKER 6)ISOLATED GROUND BREAKER 7)PROVIDE HANDLE TIES FOR CIRCUITS SHARING NEUTRAL MANUFACTURER: SQUARE D NQOD BUS RATING: 125 3 PHASE MAINS: MLO 4 WIRE AIC RATING: 22K 120/208 VOLTS' MOUNTED:RECESSED 1 NEMA NAME: PANEL B PROJECT NAME: FAMILY DOLLAR FT. PIERCE PROJECT NUMBER: 2017-068 ,7 .7 N N O C C O CKT O LOAD/PHASE (AMPS) CIRCUIT BREAKER LOAD/PHASE (AMPS) O CKT T IDENTIFICATION WIRE WIRE IDENTIFICATION T NO D D NO E E S S A B C TRIP P P TRIP A B C 1 1 LIGHTING NUEM 12 L 2.5 20 1 1 20 10.0 L 12 BUILCING SIGN 2 2 2 3 LIGHTINGSALES 12 1 6,3 20 1 1 20 yy SPARE 4 2' S L GHTING SALES 12 L 7.8 20 1 1 20 4 2 L 10 Pr LON SIGN 6 2 2 7 LIGHTING SALES 12 L 5.9 20 1 1 20 2.5 r L 10 IXT LIGHiSS 8 2 2 9 LIGHTING RECEIVING 12 L 2.1 in 20 1 1 20 5.0 L 10 IXT LIGHTSS 10 2 2 11 LIGHTING SALES 12 L 7.6 20 1 1 20 14.0 L 10 ROLE LIGHTS 12 2 13 SPARE 20 1 1 20 12.0 L 2 POLELIGHrs 14. 2 15 SPARE 20 1 1 20 3 SPARE 16 17 SPARE 20 1 1 20 SPARE 18 19 SPARE 20 1 1 20 3.3 R 12 RECEPTIXT 20 21 SPARE 20 1 4.2 R 12 RECEPTEXT 22 23 SPARE 20 1 3.3 R 12 RECEPTOFFIOE 24 25 SPARE 20 1 3.3 R 12 RECEPTBREAK RNI 26 1 27 PHOTOCFIUVENSTAR 12 M 1.6 ° 20 1' V120 1.6 R 12 DOORBELL 28 6 29 HEATTAPE 12 M 4.2 20 1 SPARE 30 31 SPARE 20 1 1.6 R 12 PROMDDISPLAY 32 1 7 33 ICE CREAM FREEZER 12 R 8.3 20 1 8.3 R 12 COKE/PEPSI MACHINE 34 35 RECEPT MONITORS 12 R 3.3 20 1 1 20 SPARE 36 7 STATION & D (DIRTY) 12 R 3,3 20 1 1 20 10.8 jffjMM=RI 10 WATERVENDING 38 1 37 7 39 STATION B & C (DIRTY) 12 �Po 20 1 1 20 5.0 R 10 HEATER VW 40 1 41 SPARE 20 1 1 20IN SPARE 42 22.9 43.8 24.1 21.5 TOTAL AMPS PHASE A: 55.26 TOTAL AMPS PHASE B: 45.72 TOTAL AMPS PHASE C: 44.38 LIGHTING (L) RECEPTACLES (R', MISC. EQUIPMENT LOAD (M CONY. LOAD DEMAND OAD (AMP) FACTOR (KVA) 60.26 1.25 75.3 48.08 NEC 48.1 5.76 1 00 5.8 CONNECTED AMPS: 55.26 CONNECTED KVA: 19.88 TOTAL CONNECTED AMPS: 70.3 NOTE 1 TOTAL CONNECTED KVA PANEL: 25.31 NOTE 2 NOTE 3 THESE PLANS AND ALL PROPOSED WOfV( ARE SUBJECT TO ANY COPAECTIONS "REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN OROL'R TO COMPLY WITH ALL APPMA3LE COVES. FAMILY DOLLAR REVIEW STAMP "REVIEWED" "DISAPPROVED- RESUBMIT" All Site and Building Plan Requirements, including but limited to, all Interior Dimensions, Materials, Hardware, Equipment & Specifications, are to be designed and built per the Family Dollar Prototype Plan #: 2016-01 REV as indicated in the lease, unless a deviation is approved by Family Dollar's Plan Reviewer, next to each specific deviation. The initials indicate approval of only the one deviation being initialed. Any deviation from designated Prototype Plan that is not. initialed by Family Dollar is disapproved and void. (Approval to plan deviation will be indicated with the following circled initials : ) v V M M M m LL (00 tmD /L�JJ/ EQNN z Lu o c > La U W N YJ lL F-- L U (U) z 0 z Q LJJ J 0 m Y � � L Z O V M (2 J N J Z Q O LL vOv V cO Z L U (2 N N C) N J � N � s m c'r'"�naLL U J J U) QM 1 W M E U) cli M M z ¢ LLI O Lu C z ¢ < � V //1 co co co O ti CY) ti N L_ O LNU C/) -0 N 02 -L Q O J X O O CO Q� W O i L(i ILL $ J c C:)F 04 w U w G 0 Q a C C>3 ¢ v o- LL � M LL SEAL W. 00.•GENg *: No 44643 :� Z �?a �S SITA F i�.c:• �` P• ' e'' `` i� .�(aiTYO\tee ROBERTAY EASE, FLORIDA PE. #44643 PROJECT NO. 2017-058 ISSUE DATE 07-12-17 r DRAWN CHECKED --s SHEET NO. E-3.0 CHECKOUT STATION NOTES: 1. RUN CONDUITS CONCEALED DOWN INSIDE OF EXTERIOR WALL BEHIND DRYWALL WHERE POSSIBLE. IF CONDUIT MUST BE RUN EXPOSED, THEN SECURE CONDUITS TO WALL PER NEC AND PAINT CONDUITS TO MATCH WALL. FIELD COORDINATE ROUTING C ALL EXPOSED CONDUIT WITH FDS PROJECT MA NAGER PRIOR TO ELECTRICAL ROUGH -IN. 2. FIELD VERIFY LOCATION OF ALL JUNCTION BOXES WITH FDS PROJECT MANAGER PRIOR TO ROUGH -IN, 3. LABEL ALL JUNCTION BOXES WITH CONDUIT NUMBER AND DESCRIPTION AS SHOWN IN THE CONDUIT SCHEDULE. 4. LABEL ENDS OF ALL CONDUITS THAT EXTEND THRU THE WALL INTO THE SALES AREA WITH CONDUIT NUMBER AND DESCRIPTION AS SHOWN IN THE CONDUIT SCHEDULE, 5. LABEL STARTER CABLES "ISOLATED GROUND POWER, A-50, A-52" AND "DIRTY POWER, B-37, B-39, B41". 6. ALL CIRCUIT WIRING TO CHECKOUT STATIONS, MANAGER'S STATION AND ICE CREAM FREEZER SHALL BE #12 COPPER UNLESS NOTED OTHERWISE. 7. THE ELECTRICAL CONTRACTOR SHALL INSTALL THE POWER DISTRIBUTION SYSTEM THAT GOES INTO THE CASH STATIONS. THE POWER DISTRIBUTION SYSTEM AND NORMAL AND IGW STARTER CABLES WILL BE DELIVERED WITH THE CHECKOUT STATIONS. ASSEMBLY INSTRUCTIONS WILL BE PROVIDED WITH THE CHECKOUT STATIONS FIXTURES. 8. THE ELECTRICAL CONTRACTOR SHALL PROVIDE PANCAKE STRIPS OVER THE POWER AND LOW VOLTAGE WIRES RUN FROM THE WALL TO THE CHECKOUT STATION. 9. THE ELECTRICAL CONTRACTOR SHALL INSTALL PROTECTIVE COVERS (FURNISHED WITH CHECKOUT STATION) ON THE CABLING BEHIND THE COOLERS AND ANY OTHER AREAS WHERE CABLING IS SUBJECT TO DAMAGE. CONDUIT SCHEDULE FOR CHECKOUT STATION CONDUIT #1 (DATA FOR CHECKOUT STATIONS) 1"EMPTY CONDUIT WITH PULLSTRING FOR UP TO 16 CATS CABLES. CABLING BY FD LOW VOLTAGE CONTRACTOR. TERMINATE CONDUIT TO TXT DATA BOX WITH COVER. CONDUIT #2 (DATA FOR CHECKOUT STATIONS) 1"EMPTY CONDUIT WITH PULLSTRING FOR UP TO 16 CAT5 CABLES. CABLING BY FD LOW VOLTAGE CONTRACTOR. TERMINATE CONDUIT TO 676" DATA BOX WITH COVER. CONDUIT 93 (120V DIRTY' POWER FOR CHECKOUT STATIONS) 314" CONDUIT WITH 3 HOTS, 1 GROUND (GREEN),1 SHARED NEUTRAL (WHITE) B-37 UTILIZES BLACK HOT -CIRCUIT #1 ("DIRTY' RECEPTACLES AT STATIONS A & D) B-39 UTILIZES RED HOT -CIRCUIT #2 ('DIRTY" RECEPTACLES AT STATIONS B & C) B41 UTILIZES BLUE HOT -CIRCUIT #3 ("DIRTY" RECEPTACLES FOR FREEZER) NOTE: ALL THREE CIRCUIT BREAKERS SHALL BE TIED TOGETHER USING UL APPROVED HANDLE TIE SINCE NEUTRAL IS BEING SHARED. TERMINATE CONDUIT TO 4"X4" JUNCTION BOX WITH COVER. ^' CONDUIT #4 (120V 150, CND, POWER FOR CHECKOUT STATIONS) 314" CONDUIT WITH 2 HOTS,) ISOLATED GROUND (LIGHT GREEN),1 GROUND (GREEN),1 SHARED NEUTRAL (WHITE) A50 UTILIZES BLACK HOT -CIRCUIT #1(180. GND, RECEPTACLES AT STATIONS A & D) A-52 UTILIZES RED HOT41RCUIT #2 (ISO, GND, RECEPTACLES AT STATIONS B & C) NOTE: ALL TWO CIRCUIT BREAKERS SHALL BE TIED TOGETHER USING UL APPROVED HANDLE TIE SINCE NEUTRAL IS BEING SHARED, TERMINATE CONDUIT TO 474" JUNCTION BOX WITH COVER. CONDUIT #5 (120V ISO. GND, POWER FOR MANAGER'S STATION) 314" CONDUIT WITH 1 HOT (BLACK),1 ISOLATED GROUND (LIGHT GREEN).1 GROUND (GREEN), ) NEUTRAL (WHITE) A48 UTILIZES BLACK HOT (ISO. GND, RECEPTACLE AT MANAGER'S STATION) TERMINATE CONDUIT TOTXVJUNCTIONBOX. PROVIDE'ORANGE DUPLEX IG RECEPTACLE'WITH WHITE COVER PLATE. CONDUIT #6 (DATA FOR PANIC ALARM) 314"EMPTY CONDUIT WITH PULLSTRING FOR PANIC ALARM. CABLING BY FD LOW VOLTAGE CONTRACTOR. TERMINATE CONDUIT TO 274" JUNCTION BOX. CONDUIT #7 (DATA FOR CHECKPOINT SECURITY SYSTEM) 314" EMPTY CONDUIT WITH PULLSTRING FOR LOW VOLTAGE POWER TO CHECKPOINT PEDESTALS. CABLING BY CHECKPOINT SYSTEM INSTALLER. SEE DETAIL 41E1,0 FOR ADDITIONAL INFORMATION. TERMINATE CONDUIT TO 274" JUNCTION BOX. TURN DATA CONDUITS qO DEGREES AND EXTEND 12' BEYOND FACE OF WALL INTO SALES AREA. CONDUITS FOR 120V POWER SHALL BE RUN ALL THE WAY TO ELECTRICAL PANELS. LABEL ALL CONDUITS WITH CONDUIT NUMBER AND DESCRIPTION AS SHOWN IN THE CONDUIT SCHEDULE, RUN ALL CONDUITS CONCEALED IN WALL, SEE DETAIL A, ENLARGED i t JUNCTION BOX LOCATION I ' AND CONDUIT II TERMINATION PLANS FOR I I j I DETAIL IN THI5 AREA. j I I I r------------------ ------ ----------------- CONDUIT #3 CONDUIT 71 3 CANDuiT #1 CONDUIT #I M 1 CONDUIT #2 DUIT #2 i r LAY-N HUNG CAT. SE CABLE (4 PAIR) BY OTHERS, (E.O SHALL PROVIDE CONDUIT WITH L PULL STRING ONLY IF REQUIRED BY CODE.) 4A" FLEX O J RRIGATION BURGLAR CONTROL ttAWBBIIFAW1 !11EPM CONTROL PAN L 4" WERJRTI SURGE wtoTECTaR IG Ic 7 TELE. BURG, FIRE. O DATA 10 � coNc WLnaJARG RJ45 RL3ix R145 OWR II JACK JACK JACK + 9 ISSEGUIPMENT TIP' ENCLOSURE Gt 6'4" it - � 11 5 2'-6" 12 FLOOR__J_ , :3) O 11 ME aeeam" I , TO SECURITY PEDESTAL. SEE CONDUIT 7t4 4/E-2 FOR CONTINUATION, 2 MANAGER'S STATION POWER/DATA DETAIL DIAGRAMMATIC ONLY TELEPHONE PUNCHDOWN BLOCK WIRING SCHEMATIC PHONE — UNEI o 0 LINER 0 0 0 PHONE uNEG o 0 0 (NOT USED) LINE4 DATA RI pp p3 0 0 0 IF 1 IF CHECKOUT o 0 0 LANE 1 0 0 0 CHECKOUTS #1, #2 & #3 PROVIDE 20' WHIP IN WALL AT CHECKOUT WITH RJ-1 I FEMALE CONNECTOR. o 0 (CABLING BY OTHERS) CHECKOUT o 0 0 LANE 2 0 0 0 PROVIDE CATS CABLE (4 PAIR) WITH 20' WHIP IN WALL AT CHECKOUT o 0 CHECKOUT #1 WITH RJ45 MALE CONNECTOR, LANE 3 0 0 (CABLING BY OTHERS) (IF SHOWN) o 0 OFFICE o 0 PHONE o 0 0 0 0 0 0 o a o 0 0 0 0 OFFICE o PROVIDE QUAD JACK WITH (2) RJ•11 JACKS AND (2) RJ45 JACKS, WIRE BOTH RJ-11 JACKS AND ONE RJ45 JACK. (CABLING BY OTHERS) o o E.C. SHALL PROVIDE 314" CONDUIT WITH PULL STRING UP IN WALL TO T ABOVE o 0 0 CEILING. 0 0 0 0 a o 0 0 NO OTHER ITEMS TO BE INSTALLED ON COMMUNICATION BOARD TE: EACH WIRE REPRESENTS ONE TWISTED PAIR FOR DIAGRAM PURPOSES ONLY. (BY OTHERS) ALL WIRING ON COMMUNICATION BOARD IS TO BE SURFACE MOUNTED COMMUNICATION BOARD STENCILING NOTE: A STENCIL SHALL BE USED TO MARK THE LOCATIONS OF EQUIPMENT ON THE COMMUNICATION BOARD, ORDER STENCIL DIRECTLY FROM LAKE AREA SIGNS (SPEAK WITH DANNY OR JEREMY AT 337-6254179) USING ORDER FORM, THE STENCIL 2.0" COST IS $25.00 PLUS SHIPPING AND IS TO BE PAID BY THE GC USING A CREDIT CARD, THERE IS A 10 BUSINESS DAY LEAD Y PAINT SHOULD BE USED, IT TAKES THE A 1 MINUTES. RED ORBLACK SPRA TIME. THAN W CAN OF PAINT PER STENCIL. THAN 5 LESS THAN 112 CAN OF PAINT PER STENCIL, THE STENCIL SHOULD BE APPLIED PRIOR TO MOUNTING THE BOARD ON THE WALL TO MAKE SURE THE ANCHORS ARE NOT PLACED IN SPACES MARKED FOR EQUIPMENT. A PHOTO OF THE INSTALLED COMMUNICATION BOARD ALONG WITH THE UL CLASSIFICATION STAMP AND TRANSFERRED STENCIL PRIOR TO ANY EQUIPMENT INSTALLED SHALL BE SENT TO YOUR FAMILY DOLLAR PROJECT MANAGER. NO DEVIATIONS TO THE LAYOUT WILL BE ACCEPTED BY FAMILY DOLLAR. IT IS RESPONSIBILITY OF GC TO ENSURE THAT ALL SUBCONTRACTORS ADHERE TO THIS. COMMUNICATION BOARD DIAGRAM NTS 2"4 JUNCTION BOX FOR DATA TO MANAGER'S STATION. 214 JUNCTION BOX FOR PANIC ALARM— CONDUIT #3B= CONDUIT #1 CONDUIT #2� 2"x4" JUNCTION BOX FOR LOW VOLTAGE POWER TO CHECKPOINT PEDESTALS — CHECKPOINT POWER SUPPLY BY OTHERS, SURFACE MOUNTED. - COMMUNICATION BOARD KEYED NOTES: O EC TO PROVIDE 48'04" COMMUNICATION BOARD MADE OF FIRE RETARDANT PLYWOOD, WITH A UL CLASSIFICATION STAMP THAT MEETS OR EXCEEDS THE REQUIREMENTS FOR CLASS I OR CLASS A FLAMESPREAD RATING (IBC 20t2 SECTION 23032). BOARD IS NOT TO BE PAINTED EXCEPT FOR STENCIL TRANSFER. MOUNT BOARD WITH BRACING AND FASTENERS RATED TO SUPPORT UP TO 225 LBS OF WEIGHT. COMMUNICATION BOARD MUST BE MOUNTED VERTICALLY, HORIZONTALLY MOUNTED COMMUNICATION BOARD WILL NOT BE ACCEPTED, O 114" METAL ANCHOR BOLTS, TYPICAL 8 PLACES, O EC TO PROVIDE 2" EMPTY CONDUIT, SCHEDULE 40 PVC, WITH NYLON PULLWIRE FOR INCOMING TELEPHONE SERVICE. EC SHALL ROUTE TELEPHONE CONDUIT TO PHONE PEDESTAL OR POINT AS COORDINATE D WITH LOCAL TELEPHONE COMPANY. O EC TO PROVIDE #6 CU GROUND TO SERVICE GROUND BAR AS REQUIRED FOR GROUNDING OF TELEPHONE EQUIPMENT. PROVIDE 1V LOOP OF #6 GROUND WIRE TERMINATED WITH LUG. GROUND FOR ELECTRICAL PANELS MAY BE USED IF WITHIN 10 FEET OF TELEPHONE BOARD, IF ELECTRICAL PANELS ARE FURTHER THAN 10'.0" FROM THE TELEPHONE BOARD, PROVIDE NEW GROUND ROD DIRECTLY ADJACENT TO THE TELEPHONE BOARD. O EC TO PROVIDE GROUND BAR WITH 7 TERMINALS FOR GROUNDING OF FRAME RELAY AND OTHER COMMUNICATION EQUIPMENT. O NETWORK INTERFACE DEVICE (DEMARC) WITH TEST PLUGS BY LOCAL TELEPHONE COMPANY. DO NOT INSTALL ON EXTERIOR OF BUILDING. 0 EC TO PROVIDE TWO (2) DUPLEX ISOLATED GROUND RECEPTACLES. SEE PLANS FOR CIRCUIT NUMBER, O EC TO PROVIDE 25 PAIR (66 CLIPS) TELEPHONE PUNCHDOWN BLOCK, O HVAC THERMOSTAT LOCATION. VENSTAR SYSTEM CONTRACTOR TO INSTALL THERMOSTATS FOR HVAC SYSTEMS, (FIELD VERIFY QUANTITY WITH MC). SEE 6N-1, LOCATIONS FOR ADDITIONAL THERMOSTATS SHOWN IF APPLICABLE, 1p VENSTAR DATA CONCENTRATOR INSTALLED BY VENSTAR SYSTEM CONTRACTOR. SEEBN-1, 1 EC TO PROVIDE 2" EMPTY CONDUIT, SCHEDULE 40 PVC, WITH NYLON PULLWIRE FOR INCOMING WANIDATA SERVICE (CABLE, DSL OR Ti). EC SHALL ROUTE DATA CONDUIT TO EXTERIOR POINT OF ENTRY OR DATA PEDESTAL AS COORDINATED WITH LOCAL DATA PROVIDER. 1p TERMINATE ENDS OF TELEPHONE AND DATA CONDUITS WITHIN F TO THE LEFT OF THE COMMUNICATION BOARD AT 30' AFF. DO NOT INSTALL CONDUIT EXPOSED ON FACE OF EXTERIOR WALL. 13 DUCT SMOKE DETECTOR REMOTE TEST STATION. REMOTE TEST STATION TO BE FURNISHED AND INSTALLED BY EC. SEE WIRING DIAGRAM 50.0 FOR DETAILS, 14 EC TO PROVIDE DUPLEX ISOLATED GROUND RECEPTACLE IN WALL, NEXT TO OR ABOVE COMMUNICATION BOARD TO BE USED FOR PAGINGSYSTEM. USE SAME CIRCUIT FOR RECEPTACLES AT COMMUNICATION BOARD. NOTES: 1, ALL PHONE AND DATA LINES SHALL BE RUN BY FAMILY DOLLAR'S CABLING SUBCONTRACTOR, INSTALLATION SHALL COMPLY WITH ALL CITY & STATE CODES,E.0SHALL BERESPONSIBLE FOR PROVIDING CONDUIT WITH PULL STRING FOR ALL PHONE AND DATA LINES WHERE REQUIRED BY CODE, 2. TELEPHONE AND DATA CONDUITS FOR INCOMING TELEPHONE AND DATA SERVICES SHALL BE TERMINATED WITHIN T TO THE LEFT OF THE COMMUNICATION BOARD AT 30" AFF. DO NOT INSTALL CONDUIT EXPOSED ON FACE OF EXTERIOR WALL, 3. ELECTRICAL CONTRACTOR SHALL INSTALL FIRE RETARDANT PLYWOOD COMMUNICATION BACKBOARD, CONDUIT WI PULL STRING, GROUND BAR, TELEPHONE PUNCHDOWN BLOCK & DUPLEX RECEPTACLES A MINIMUM OF 6 WEEKS PRIOR TO DELIVERY DATE OF STORE TURNOVER TO FDS. 4. ELECTRICAL CONTRACTOR SHALL INSTALL COMMUNICATION BACKBOARD AND RECEPTACLE POWER PRIOR TO TELEPHONE AND DATA INSTALLATION DATE, PER FCC REQUIREMENTS PERMANENT POWER IS REQUIRED PRIOR TO TELEPHONES BEING INSTALLED. 5. ELECTRICAL CONTRACTOR SHALL PROVIDE ONSITE CONTACT AVAILABLE TO PROVIDE ACCESS TO TELEPHONE AND DATA COMPANIES. (TELEPHONE AND DATA COMPANIES REQUIRE SOMEONE ONSITE ON THE DAY OF INSTALL) 5 ELECTRICAL CONTRACTOR SHALL PROVIDE ONSITE CONTACT TO PROVIDE PROBLEM RESOLUTION FOR ALL ISSUES PERTAINING TO PHONEIDATA FACILITIES, I.E. CONDUIT PLACEMENT, PULL STRING, BUILDING PENETRATION, SITE ACCESS, ETC. 7, FAMILY DOLLAR CONTACT INFO: DEPLOYMENT CENTRAL 1-866-625.0177 (AVAILABLE 8AM4PM EST MON-FRI). EMAIL: NEWSTORECONSTRUCTIONSTDT@FAMILYDOLLAR.COM, B. GENERAL CONTRACTOR SHALL COORDINATE LANDING UP TO THREE (3) PHONE LINES TO THE DMARK THE GENERAL CONTRACTOR SHALL VERIFY PHONE LINES ARE OPERATIONAL AND COMMUNICATION BOARD IS IN PLACE PRIOR TO DEVELOPERS ISSUANCE OF DELIVERY NOTICE, MANAGER'S STATION NOTES: I. RUN CONDUITS CONCEALED DOWN INSIDE OF EXTERIOR WALL BEHIND DRYWALL WHERE POSSIBLE. IF CONDUIT MUST BE RUN EXPOSED, THEN SECURE CONDUITS TO WALL PER NEC AND PAINT CONDUITS TO MATCH WALL. FIELD COORDINATE ROUTING OF ALL EXPOSED CONDUIT WITH FDS PROJECT MANAGER PRIOR TO ELECTRICAL ROUGH -IN, 2. FIELD VERIFY LOCATION OF ALL JUNCTION BOXES WITH FDS PROJECT MANAGER PRIOR TO ROUGH -IN, 3. LABEL ALL JUNCTION BOXES WITH CONDUIT NUMBER AND DESCRIPTION AS SHOWN IN THE CONDUIT SCHEDULE. 4. LABEL ENDS OF ALL CONDUITS THAT EXTEND THRU THE WALL INTO THE SALES AREA WITH CONDUIT NUMBER AND DESCRIPTION AS SHOWN IN THE CONDUIT SCHEDULE. 5. ALL CIRCUIT WIRING TO MANAGER'S STATION SHALL BE #12 COPPER UNLESS NOTED OTHERWISE. CONDUIT SCHEDULE FOR NANA ER'S STATION CONDUIT #1 (DATA FOR MANAGER'S STATION I" EMPTY CONDUIT WITH PULLSTRING FOR UP TO 4 CAT5 CABLES. CABLING BY FD LOW VOLTAGE CONTRACTOR. TERMINATE CONDUIT TO 2"X4" DATA 13OX WITH COVER. OP.RECTIONS 3/4" CONDUIT WITH I HOT (BLACK), I ISOLATED GROUND (LIGHT GREEN), I GROUND (GREEN), I NEUTRAL (WHITE) A-46 UTILIZES BLACK HOT (150. GND. RECEPTACLE AT MANAGER'S STATION) 2"X4" JUNCTION BOX WITH 4 RECEPTACLE TERMINATE CONDUIT TO 2"X4" JUNCTION BOX. PROVIDE "ORANGE DUPLEX IG RECEPTACLE" WITH WHITE COVER PLATE. FOR MANAGER'S STATION AND CHECKPOINT POWER CONDUIT #3 (DATA FOR PANIC ALARM) SUPPLY. 3/4" EMPTY CONDUIT WITH PULLSTRING FOR PANIC ALARM. CABLING BY FD LOW VOLTAGE CONTRACTOR. TERMINATE CONDUIT TO 2"X411 JUNCTION BOX. CONDUIT #4 (DATA FOR CHECKPOINT SECURITY SYSTEM) 3/4" EMPTY CONDUIT WITH PULLSTRING FOR LOW VOLTAGE POWER TO CHECKPOINT PEDESTALS. CABLING BY CHECKPOINT SYSTEM INSTALLER. SEE DETAIL 4/E-2 FOR ADDITIONAL INFORMATION. TERMINATE CONDUIT TO 2"0' JUNCTION BOX. THESE PLANS AND ALL PROPOSED WOfW FAMILY DOLLAR REVIEW STAMP _ ARE SUBJP.CT TO ANY C `MQUIRLD BY FIELD INSPECTORS THAT .. MAY BE NCCESSANY IN ORD" TO JUNCTION BOXES FOR MANAGER'S STATION SHALL BE CUmjkY WITH ALL APPUCMZ CODES, CONWtT #4 INSTALLED IN 12" WIDE AREA BETWEEN SECURITY PANEL AND EDGE OF MANAGER'S WORK STATION. FIELD DETAIL A COORDINATE EXACT LOCATION OF THIS DESIGNATED AREA WITH STORE SPECIFIC FIXTURE PLAN AND FDS PROJECT MANAGER PRIOR TO BEGINNING CONSTRUCTION, ENLARGED JUNCTION BOX LOCATION AND CONDUIT TERMINATION PLANS. , "REVIEWED" "DISAPPROVED - RESUBMIT" All Site and Building Plan Requirements, including but limited to, all Interior Dimensions, Materials, Hardware, Equipment & Specifications, are to be designed and built per the Family Dollar Prototype Plan #: 2016-01 REV as indicated in the lease, unless a deviation is approved by Family Dollar's Plan Reviewer, next to each specific deviation. The initials indicate approval of only the one deviation being initialed. Any deviation from designated Prototype Plan that is not initialed by Family Dollar is disapproved and void. (Approval to plan deviation will be indicated with the following circled initials : ) N � N M T 6 W J L_ m i CJ i-- , ZZ LL-I M o U W> yE N a U 11] QZ Q W J 0 m J m u, p [O N M � U c o W N LLj F-- N 0 M Ui Uai- N N .t/EN 61 Q Q J L O c"'v <naal 0 i w W m ZII; W x F- U) W Cl) O 00 Cn P N m B o Wz o _ LLj >U_ ¢ 0- a o t F LIJ z Cn 0N0 O x cD >- a 0 m rn w w rn w CO CO rn W Ir x w CO J i " I - i ti M ti N L O L�ij/ C0 02 I— -L Cn :E d' o J x J o 000 0 E $ J Lu w W c a w o Q a LL _co d a co U_ lots I 00�....... p E N .•CqS * 00 No 44643 - � • * it 0' STATE OF :�4/� PROJECT NO. — 2017-058 ISSUE DATE + 07-12-17 DRAWN CHECKED 7 ,.� E-4.0 S89°57'03"E 342.00'(C) STORMWATER RETENTION AREA ",j 11 B-12 2 #2, 1 #10G, 1 "C (400',VD=2;0%) .-......__....._....._ B - 4 ' 2 #4 0, #10G, 1 "C (1 009,VDI,,T) 1"C FAMILY DOLLAR 8,186 SF FFE: 23.50 FT 1 Electrical Site Power Plan E-0.0 SCALE: 1" = 16' - 0" i a S89'57'03"E 628.47'(D)(C)(M) ,0 F 10 B-4 D32�1 #10G, 1 "CP VD=2.0%) CV O O O (n THESE PLANS AND ALL PROPOSED UVOW ARE SUBJECT TO ANY COPRGCTIONS `REQUIRED BY FIELD fNSPEC70RS ONS COMPLY BE NECESSAR THAT CY IN 0140M TO COMPLY IYITH ALL APPLICA&E CODES. FAMILY DOLLAR REVIEW STAMP "REVIEWED" "DISAPPROVED - RESUBMIT" All Site and Building Plan Requirements, including but limited to, all Interior Dimensions, Materials, Hardware, Equipment & Specifications, are to be designed and built per the Family Dollar Prototype Plan #: 2016-01 REV as indicated in the lease, unless a deviation is approved by Family Dollar's Plan Reviewer, next to each specific deviation. The initials indicate approval of only the one deviation being initialed. Any deviation from designated Prototype Plan that is not initialed by Family Dollar is disapproved and void. (Approval to plan deviation will be indicated with the following circled initials : ) 0 W U 0 0 Lu w w m 0 0 Z Lu Of Q Lu F-- Lu U Z w Z CD U) w 0 ir w _ m QJ N W R J p> pMj LL LU z m / (`r� G G W S N N ZJ 1'1-1 LU O C tE U�> N a m LLJ LU LL 111W '� V Z •^' V Z < LUJ 0 m J M O Z O Z p J N m LLo � N N VO > N 0 Y N v�aLL U J U) O Q CID M �/� c ! 00 N co z 0 LL W= Q LL a 0 Z LU Z � Z N 00 , of 0 0 Z a,, Cl) 'i W em— 0 W _0 LU Cf) fir' COCO is Lf O F- ''. (D ��/'� .2 Q O Lu J X 0 a 0 Q 00 of T 0 �QCJ�ow W O U- CN Lu Z W G ¢ w o Q cp v a = M LL a U-of U L SEAL U ♦� •��CEN w*, N 44( of i. 0 ��'• STATE w J :e) c �i ��IS�W.��it� � �O,�'ONAL QX j ROBERY001 X FLORIDA PE. w Cn J e RFI FARF PROJECT NO, 2017-058 ISSUE DATE 07-12-17 DRAWN CHECKED f' u E-5.0 (D z LLJ Lij > E LLJ LLJ LL LLJ U) z n Z z(D < Lu —i cr 0 z CP < 0 C) < Cl) 0 ry ry IM C/) 00 cli LU 0 LU > LL—j < < < C� 0 z LU Z U) Cl cli 00 0 I'l— cy') ti LU U) ()f -0 00 U) :2 CZ) 0 00 >— C) L6 LL zJ CD w w C-) > n� D < < W U Cl) CIA LL E 0 6 3 E F J- OV W ROB E�Pfo 0 BE E FLORIDA PE. #44643 E-5.1 i SEt80R QONMECiNINS, SURWEYOt COMLDMCATIONS BUS +: s1 SL' '[�c'S'L7' G:'TnrGTtS'YS[:rL"J'til"r CONTROL BOARD J...... ..... _ 1_.W.._........_..__..._.._.. (tl E1 L �l E7 Ll C:I L=I tx31..._. N _ANEL POWER 'ca'Ta'c:r7:a('B-27) CONTACTORS �'t_ri.cu=tcv'zrz cr.rz i v^:zrt�s:. z ri 1 2 3 4 5 8 ,Fwrw�:-„�,:-,�� f-gym-a. j(;`-rz:,-° T ti fiida.ult >i. NII.Jxa,c'`� ___._ WORK SALES SIGN SITE IT IS PERMISSIBLE TO MODIFY THE FACTORY WIRING TO REGROUP CONTACTORS TO SUIT THE ACTUAL CONTROLLED LOADS. TYPICAL MODIFIED WIRING AS SHOWN ABOVE WOULD BE BROWN (WORK) - CONTACTORS 1 BLUE (SALES) - CONTACTORS 2,3 & 4 ORANGE (SIGN) - CONTACTOR 5 RED (SITE) - CONTACTOR 6 2 LIGHTING CONTROL PANEL (LCP401) NTS MEN EQUIPPED, CONNECT 0-12VDC MODULATING ECONOMIZER DAMPER MOTOR AS SHOWN. HVAC UNITS WITH SURVEYOR FACTORY INSTALLED WILL HAVE THIS WIRING PRE -CONNECTED, DEPENDING ON THE ECONOMIZER OPTIONS. EQUIPMENT CONTROL PAC (ECP) MOUNTED INSIDE HVAC UNIT ECONOMIZER WIRING (IF USED) TITS n LIGHT LEVEL SENSOR -) STORE OPEN/CLDSE PUSHBUTTON SECURITY INTERFACE BOARD MOTION DETECTOR (TYP) Lill 44 y 1 LL_ `; I J L - ..._ n UGH71NG CONTROL PANEL (LCP) CIRCUIT BOARD 3 LIGHTING CONTROL SENSORS NTS WIRE LCP401 AND ECP40D-3(S) WITH INDIVIDUAL HOME RUN COMMUNICATION WIRING. STARTING WITH THE ETHERNET PORT CONNECT THE LCP, THEN ECP'S 1, 2, 3 (LEFT TO RIGHT). WHEN MORE THAN 3 ECP'S ARE USED, ADDITIONAL UNITS CAN BE WIRED TO A PORT THAT ALREADY HAS COMMUNICATION WIRES CONNECTED USING A SIMILAR NUMBERING SEQUENCE EQUIPMENT CONTROL PAC (ECP) MOUNTED INSIDE HVAC UNIT COMMUNICATIONS BUS DATA CONCENTRATOR ERNET CABLE TO NETWORK RACK AT TELEPHONE BOARD USING CAT-5. POWER SUPPLY CONNECTION RW5 COMMUNICATION WIRING TITS PROVIDE ONE EQUIPMENT CONTROL PAC (ECP) PER HVAC SYSTEM. EQUIPMENT_ CONTROL PAC (ECP) I� OUTDOOR TEMP SENSOR ONLY ON ONE ECP PER STORE FIELD INSTALLED, OTS400 REMOTE TEMP SENSOR FIELD INSTALLED, ACCO404 SUCTION PIPE SENSOR SUPPLY AIR SENSOR RETURN AIR SENSOR DISCHARGE PIPE SENSOR SUPPLY AIRFLOW SENSOR ,f� , 19 !" �T. .r.I L REMOTE AIRFLOW SUCTION DISCHS O EOUIPMENT CONTROL 4 PAC (ECP) NITS MOUNT THE OUTDOOR TEMPERATURE SENSOR (OTS400) ON A NORTH FACING, VERTICAL SURFACE, NEAR THE TOP OF ONE OF THE HVAC UNITS. ENSURE THAT THE SENSOR IS NOT LOCATED WHERE IT WILL BE AFFECTED BY HEATED CONDENSER AIRFLOW. OUTDOOR COTV� ED�VED [FR &D EQUIPMFM CONTROL PAC (ECP MOUNTED INSIDE HVAC T WHITE REMOTE r SENSOR ° ACCO404 FIELD WIRING AS REQUIRED 18 GA UNSHIELDED WIRE DO NOT RUN IN SAME 9 FEET ABOVE CONDUIT AS LINE VOLT GE WIRING. SUPPLIED CONNECTOR AND FINISHED. FLOOR CABLE ASSEMBLY 1 ECP BOARD CONNECTOR (ONLY 1 PER LOCATION) 000 �OUTDOOR TEMP. SENSOR DETAILS NTS MOUNT THE LIGHT SENSOR NEAR THE ROOFUNE OF THE BUILDING. THE LIGHT SENSOR MUST MOUNT HORIZONTAL, FACING NORTH, ASSURE THE SENSOR WILL NOT BE AFFECTED BY LIGHTING OR BRIGHT REFLECTIONS. �LI�GHT SENSOR +24V U ❑ ❑ ❑ O❑0gO❑M$ VENSTAR (LCP) CIRCUIT BOARD 12 OUTDOOR LIGHT SENSOR TITS MOUNT MOTION SENSOR DIRECTLY ON CEILING FACING DOWN, ON OPEN CEILING MOUNT AT 11'-6' AFF. SENSOR SHOULD BE A MINIMUM OF 20' OFF STORE FRONT GLASS. AVOID PLACEMENT NEAR MOVING ITEMS SUCH AS HANGING BANNERS. POSITION SENSORS TO PROVIDE BEST COVERAGE OF EMPLOYEES ENTERING THE STORE AND WORKING LATE. DETAILS OF THE NUMBER OF MOTION DETECTORS AND POSITION GUIDEUNES CAN BE FOUND IN THE STATEMENT OF WORK. MEN WIRING MULTIPLE MOTION DETECTORS, RUN SEPARATE WIRES FROM EACH DETECTOR AND COMBINE THEM AT THE LCP TERMINAL BLOCK. rZ rMOTION SENSOR (TYP-1 TO 3 TOTAL) ° El ❑ ❑ ❑Noo❑T° VENSTAR (LCP) CIRCUIT BOARD MOTION SENSORS Iv TITS HVAC ECP CONNECTION FINCIIGN COWEGTIDN G OR F FAN C Y. YI, OR C COOLING YI W, Wl, OR H HEATING sit R. RH, M, V R, A POWER R C COMMON C O/B REV. VALUE YR4 Y2 2ND STAGE COOL Y2 W2 2ND STAGE HEAT TR REVERSING VALVE ONLY IS CONNECTED TO WT IN HEAT PUMP APPUCA11ONS \ P P P PC" AND OUTPUTS RAUX R C CJ(1 CK2 G ■- hT©T©TATH=1& N HVAC CONTROL WIRING 5 PAC (ECP) SENSORS TITS THE ECP MUST BE MOUNTED INSIDE THE HVAC UNIT. ALL ECP'S REQUIRE FIELD SETTING OF THE EQUIPMENT DIP SWITCHES (SEE EQUIPMENT CUT SHEETS). SUPPLY RETURN AIR SENSOR SENSOR INDCOR NTDOOR AIR SENSOR AIRFLOW AIR DUCT SUPPLY AIR DUCT -REMOTE SENSOR LOCATED ON SALES FLOOR. REFER TO DETAIL 1/V1.0 AND COORDINATE FINAL LOCATIONS WITH MECHANICAL - SEE STORE OWNERS STATEMENT OF WORK. AC UNIT FLOOR Fol HVAC UNIT (TYPICAL) SECTION AND DISCHARGE PIPE SENSORS LOCAIED IN OFFT FT FROM COMPRESSOR. ECP SENSOR POSITIONS NTS 10 SALES AREA �xx t Ears w rneueur mumn e•n hro1 6 THERMOSTAT WIRING TITS PUSH BUTTON MOUNTED IN 2z4 JUNCTION BOX LOCATED 48' AFF OR ADA ACCESSIBLE, TYPICALLY IN MANAGER'S OFFICE SEE STATEMENT OF WORK FOR SPECIFICATIONS. MIRING POLARITY IS NOT IMPORTANT. O ❑ u ❑ ❑ 0❑n HE O❑m$O VENSTAR (LOP) CIRCUIT BOARD STORE OPEN/CLOSE PUSH BUTTON TITS i SAUCES 7 EI06 y C®Pj FILE T'STATS MOUNTED AT COMMUNICATION BOARD. -� j. THESE PLANS AND ALL PROPOSED WORT( ARE SUBJECT TO ANY CORRECTIONS `ROUIRED BY FIELD INSPECTORS THAT MAY BE NCCESSARY IN ORDER TO C01.4PLY WITHALL APPXABLE CODES, 1 VENSTAR TYPICAL PLAN - 80A04 FLOOR PLAN AC1 I AC1 ELECTRICAL PANELS LIGHTING CONTROL PANEL COMMUNICATION BOARD r�l SEE DETAILS 1A3.0 AND 1/E4.0 FOR MOUNTING LOCATION OF DATA CONCENTRATOR AND LIGHTING CONTROL PANEL. EB N N EB m N W ry J pMj � W m VENSTAR SYSTEM NOTES- 1. DRAWINGS ARE FOR GENERAL INFORMATION ONLY. CONSTRUCTION AND PRICING SHALL BE BASED N L.1_ (D >- i ca'-> M m ¢ `✓ `� UPON SHOP DRAWINGS WHICH HAVE BEEN APPROVED BY FAMILY DOLLAR STORE. Z LU °- o iu Q6 2. LOCAL BUILDING CODES, BUILDING PLANS AND STORE OWNER STATEMENT OF WORK TAKE E PRECEDENCE OVER THIS DOCUMENT. W W LL 3. ALL ECP'S REQUIRE SETTING OF THE EQUIPMENT NUMBER DIP SWITCHES AND HEAT PUMP I' W (n JUMPERS AS APPROPRIATE. REFER TO THE EQUIPMENT CONTROL PAC INSTALLATION INSTRUCTIONS FURTHER ``': = Z FOR INFORMATION. C)f� ("� FY��V V Z 4. THERMOSTAT, PHOTOCELL, AND MOTION DETECTOR WIRING SHOULD BE 18-20 GAUGE; Z COMMUNICATIONS BUS WIRING SHOULD BE CAT-5. Q W 5. WIRING MAY BE RUN IN CONDUIT OR WERE TIED IN BUNDLES AS SPECIFIED BY THE CUSTOMER IN THE STORE OWNER STATEMENT OF WORK. 6. DO NOT RUN COMMUNICATION AND SENSOR WIRES IN THE SAME CONDUIT OR BUNDLE WITH r- o CONTROL AND LINE VOLTAGE PARING. m J 7. CAUTIONI INSTALLATION REQUIRES REMOVAL OF SAFETY COVERS AND EXPOSE THE INSTALLER TO ELECTRICAL HAZARDS. USE OF A LICENSED ELECTRICIAN IS REWIRED. FOLLOW ALL APPROPRIATE SAFETY PRECAUTIONS. ADDITIONAL SAFETY INFORMATION IS IN THE SURVEYOR INSTALLATION w tO MANUALS. Z Z No & ENERGY MANAGEMENT VENDOR IS RESPONSIBLE FOR PROVIDING ALL EMS WIRING AND w v Of o o N INSTALLATION. W N w o g y 9. ENERGY MANAGEMENT INSTALLER RESPONSIBLE TO RE-TOROUE ALL FACTORY WIRING TERMINATIONS ~ UPON DELIVERY OF VENSTAR SURVEYOR EQUIPMENT.bi o o `✓ =_ 10. THE VENSTAR SURVEYOR EQUIPMENT IS FACTORY PREWIRED. THE ENERGY MANAGEMENT VENDOR IS ¢ 5 U RESPONSIBLE TO MAKE ANY MINOR ADJUSTMENTS DUE TO CHANGE MADE IN THE FIELD. aI N cn a LL 11. FOR HVAC SYSTEMS, MOUNT THE EQUIPMENT CONTROL PAC(ECP400-3) AT THE AIR HANDLER. ' MOUNT THE DISCHARGE SENSOR AS CLOSE TO THE INLET OF THE CONDENSER AND THE FJIPTTrw SENSOR AS CLOSE TO THE OUTLET OF THE EVAPORATOR AS POSSIBLE. 12. FOR TECHNICAL ASSISTANCE, CONTACT VENSTAR TECHNICAL SUPPORT AT 818-812-9812. 13. STANDARD BILL OF MATERIALS: - LCP401 - LIGHTING CONTROL PANEL (1 PER STORE, WHEN APPLICABLE) - DC400-E2 - DATA CONCENTRATOR (1 PER STORE) V - OTS400 - OUTDOOR TEMPERATURE SENSOR (1 PER STORE) - EOP400-3 - EQUIPMENT CONTROL PAC (1 PER HVAC UNIT) O - CT414 - COMMUNICATING THERMOSTAT (1 PER HVAC UNIT) 0 - SP400 - SENSOR PAC (1 PER HVAC) d - ACCO404 - DROP DOWN SENSOR (1 PER HVAC UNIT) Lu - MD400 - INTERIOR MOTION DETECTOR (2 ADDITIONAL PER STORE, i of INCLUDED WITH LCP401) W 03 14. USE ELECTRONIC (EXCEL SPREADSHEET) FAMILY DOLLAR-VENSTAR ORDER FORM, SUPPLIED BY ~ CLOSED SPEC VENDOR, TO REQUEST ALL SURVEYOR EMS EQUIPMENT. 15. FAMILY DOLLAR STORE NUMBER IS REWIRED MEN SUBMITTING EMS EQUIPMENT ORDERS. OZ 16. ALLOW 4 WEEKS FOR ASSEMBLY AND SHIPPING TO SITE W W Q 17. THE INTERIOR MOTION SENSORS, LIGHT LEVEL SENSOR, REMOTE TEMPERATURE SENSOR(S), } THERMOSTATS, EQUIPMENT CONTROL PACS, AND DATA CONCENTRATOR SHALL BE INSTALLED BY W THE ENERGY MANAGEMENT INSTALLER. THE ENERGY MANAGEMENT INSTALLER SHALL FIELD COORDINATE FINAL LOCATION OF VENSTAR EQUIPMENT CONTROLS WITH FAMILY DOLLAR PRIOR TO INSTALLATION. LLI O Z W 2 Z (7 VENSTAR ORDERING W W NOTES: 1. THE GENERAL CONTRACTOR IS TO CONTACT ONE OF THE FOLLOWING VENDORS 6 WEEKS PRIOR TO NEEDING THE WORK COMPLETED. _ a) THE VENSTAR INSTALLER SHOULD BE SCHEDULED TO COME IN AFTER THE DATA CIRCUIT HAS BEEN INSTALLED AND THE NETWORK EQUIPMENT HAS BEEN ACTIVATED b) PER THE CALENDAR INCLUDED IN CA 15-06 THE DATA CIRCUIT IS TO BE Q INSTALLED AND THE NETWORK EQUIPMENT ACTIVATED IN WEEK 3 BASED ON U) POSSESSION 2. PROVIDE THE VENDOR WITH THE NUMBER OF HVAC UNITS. W 3. THE VENDOR WILL ORDER THE EQUIPMENT AND HAVE IT SHIPPED. (4 WEEK LEAD TIME.) 4. THE VENDOR WILL INSTALL THE EQUIPMENT AND COMMISSION IT. 5. THE VENDOR WILL BE RESPONSIBLE FOR RETURN TRIPS IF VENSTAR IS NOT FULLY C> FUNCTIONAL 6. GC IS RESPONSIBLE FOR PAYING THE VENDOR AS PART OF THE GC CONTRACT WITH FOS. p W JAMES STOVER JASON HUGHES CHRIS KIETA STOVER ELECTRIC, INC JHUGHESCISTONESRIVERELECTRIC.00N SYLVANIA LIGHTING SERVCES JAMESOSTOVERELECTRICNC.00M STONES RIVER ELECTRIC CHRISTOPHER.KIETAOSYLVANIA.COM 805-581-0740 OFFICE 1244 GALLATIN PIKE, SOUTH 828-490-8314 OFFICE 469 GRINNEL COURT MADISON, TENNESSEE 37115 129 PORTSMOUTH AVE SIMI VALLEY, CA 93065 258-426-7326 EXETER, NH 03833 • 15165 FOR UP TO FOUR • 15,165 FOR UP TO FOUR • 14.600 FOR FIRST TWO A/C UNITS. A/C UNITS. A/C UNITS. • COST PER ADDITIONAL A/C • COST PER ADDITIONAL A/C COST PER ADDITIONAL A/C UNIT IS NOD EACH UNIT IS 1540 EACH. UNIT IS 1400 EACH. VENSTAR SYSTEM SYMBOL LEGEND ® MOTION SENSOR MOUNTED WE" AFF. SEE 13/V1.0. (TYP. 3 PER STORE) EXACT LOCATION OF MOTION SENSORS SHALL BE CONFIRMED WITH FAMILY DOLLAR PROJECT MANAGER PRIOR TO INSTALLATION. ® STORE OPEN/CLOSE PUSHBUTTON MOUNTED 4'0' AFF PER ADA. SEE 11/VI.O. ® DATA CONCENTRATOR MOUNTED AT COMMUNICATION BOARD. SEE 8/V1.0 AND 1/E4.0. OT HVAC THERMOSTATS MOUNTED AT COMMUNICATION BOARD. SEE 5/V1.0 AND 1/E4.0. (TYP. I PER HVAC SYSTEM) RTS REMOTE TEMPERATURE SENSOR MOUNTED 9'0- AFF. SEE 10/VI.O. (TYP. 1 PER HVAC SYSTEM) LOCATE ONE REMOTE TEMPERATURE SENSOR NEAR CASH WRAP AND ONE NEAR DIAGONALLY OPPOSITE SIDE OF SALES AREA NEAR BACK WALL ® OUTDOOR LIGHT SENSOR. SEE 12/V1.0. ®OUT OUTDOOR TEMPERATURE SENSOR. SEE 9/VI.O. EQUIPMENT CONTROL PAC (ECP). SEE DETAILS 4,5,6 &7 ON V1.0. (TYP. 1 PER HVAC SYSTEM) LIGHTING CONTROL PANEL MOUNTED NEXT TO ELECTRICAL PANELS. SEE 2/V1.0 & 3/VI.O. FAMILY DOLLAR REVIEW STAMP "REVIEWED" "DISAPPROVED - RESUBMIT" All Site and Building Plan Requirements, including but limited to, all Interior Dimensions, Materials, Hardware, Equipment & Specifications, are to be designed and built per the Family Dollar Prototype Plan #: 2016-01 REV as indicated in the lease, unless a deviation is approved by Family Dollar's Plan Reviewer, next to each specific deviation. The initials indicate approval of only the one deviation being initialed. Any deviation from designated Prototype Plan that is not initialed by Family Dollar is disapproved and void. (Approval to plan deviation will be indicated with the following circled initials : ) co W I- 0 H Cn F- 2 c� J : VJ O 00-1 W M �J7 OD N <0 L Q � W O � U- z W g � Z j VJ r ) mN O L 0 W�/ 1..1� O o vJ G Q O J X J O O °O w O 1 LL Z J C Lu W O W w G 0 Q C (TS Q v LL a LL EL co LL- f >- SEAL H !' `�.`QO�GENS'*.0 5*i i U) Lu * . No 4643 Lu ! = = Lu t 9 STATE OF ' �� ' 411 . LID i' �'�s R I ` Lu Nil' �11b 11 d a Y1JI ASE X FLORIDA PE. #44643 Lu ' { �Er F uuNDRr •u� P, ^sL<' aur� 1FDR, D r r r=1 F PET c PET F PEF g PET J( PET u E - r IIa I r I U Tr' SPILL M A P E .: ... . A. 0 i4_,... •".eEII -HriTEN''KITEHEFI'"r ,F,"r'f EtC 15 II CA � " f1fP[�'IEN'T`r<ii�HEPi BAKE F B, PL$1GS E ,• ,,, f rR : • BrNArg F.TI F L I I ..,.. I B, '^ CAM 1010 ! m 1 IO': B BTRW°LS A:PL[TFo A HARE +AR i ! _, - -.. 1 J ,. _ 511J Ef .. 5 -�.. ,. n In : r.. (III Ir I - III. , c CC I. I bF: N n .. S + „ .. . ,. I.. tr I: FFF KASR.. E F , V n ._ _ o hRAMEO FP,1 F° : IRA EEC FkAEI@5 6R p s ART D ( A HIPT ad I -P L Ili e r aD' .I ofjjBE"vERACE BEGERASETIR€dKKASCBREAKFAs CASNE� kr'0 NANE'0' L'%'RYC o + p N1 II rcpi INFANTS ::.. _+" -.' r . '• „F .r ' ' -FR ,_ /PnESR,FBUI a,Pfi$I9�M,.�VEGET[lB.I.E�bEANS..VLF.b..�..A, ._ B1 C 82 19 0" ------ , ArFU EL .I I rr I aFF^,P-L rrn=C1 r R,1 F PEL w !FEEL L a nRF ALLOT I n r L zn r 9'AFRJO' o ' �`Akl'NG �R� � EC ��ryry (oI ONDNENTS. MFAi�F15 s `•' .rrr F ,F ..^R :. F'.cC II '- I rO / oFrl Fr P,I r R •° sA DSD BRAD/CAKEPBkJSOUPRNnEN_� i CASH 'WRAP DOOR REQUIRED FOR RISK CLASS r I /-PVM MONITOR 3 AND 4 STORES. GC TO SUPPLY AND INSTALL . H ^ , IN r' ' / E^ F L+ , F E FI F ul -�H Fr, R IIr 'LIE '•Fc RUBBER PANCAKE TO CONCEAL HARES UNDER cP LI unF :IL n Hn F I R s i DOOR. w ,aT v1 HII LI fE FWI L Pt aAln J E. A + , r u z L °I PEPF {� COKE �1.E PEv RICK ! Q I -�° 5 SA6(- _ . H.IR r{ttlrr I r I H r R : I I� I_ r � 1 L ,. .,:- ,. . F.FI r,, -E jr €vE�ACE n EI t oy_ya,3M�Ciy"yA��)�^I ACDESs HAIR r ':OSMETfC�S MEi v e_ e I r[ F ° rl r.l F 1.1 li ', _ C. `F Y 'CUT .. Hi. 'fN C94 2U NOTE: FLOOR PLAN SHOWN IS TO INDICATE SCOPE OF WORK ONLY ANDKMAY DIFFER FROM ACTUAL FLOOR PLAN. LOW VOLTAGE CONTRACTORS SHALL OBTAIN MOST RECENT STORE SPECIFIC FIXTURE PLAN FROM FD PROJECT MANAGER AND COORDINATE FINAL LOCATION OF ALL LOW VOLTAGE EQUIPMENT PRIOR TO BEGINNING WORK. LOW VOLTAGE CONTRACTORS SHALL BE RESPONSIBLE FOR COMMISSIONING THEIR WORK AND ASSURING THAT THE SYSTEMS INSTALLED FUNCTION TO FD'S SATISFACTION AND REQUIREMENTS. 19'-0" B1 B3 SALES SUPPORT 06 o fi I5 ,g'I, s DI C, r , °ICRr c' IEP r II 1; 111I,:: £r, L EEI.I CRFE Ir 11 IE" Irc..GItEETING GREE rI I� IL L FF:I , ' C L ,I j t.. LL I H ( N) PI; A I , 1, . E c +I , LLCARns.EJ CARDS F -! p R i.'E�i F. BS r- GARS MODS '—a Lam• CONTROLS 1 aJ VIA , , _.. I Ire � c ."..5 £ IT Rr+ , r Irs r C PAPTY Al "Cow-PCn ,-I ' < _._.. i L . E- P PL r -- D AreoEN o - wfUI 11IN 1, i I'll, 't pm I,[) y un 11_I -I II I,LTs LRP r rr ..P rF IF I _. mmi J f=wl' A6ren B2 ENDIN ICE CREAM ,. .. A s .F nsol L mua ,. aso LEA aN nL SEAS n LF"sr 1.- F+.'F d ,.; ,FI _ TNCTC C .+ MA s �T� _. __..�1 ...__. }C ��. r F I,' I;r In .L In o•'.II: x P` Ir H'. I'll- C 8,,._. .£ , J SECURITY"IT t NAr`MON+TOR r CAM 11 �' ,.. o ,,:_. AM 11 r.rvr ` Hr.P^,otiy_,i, lr w fssosl� B7 0 m BASONPL EAnr r° EAS,N L.E SI ^I F ,I .,F. ILA .E 'U' Adi r .J' 0£ rz LIGHT ,E + J.9. BJLBS A,i ' LV4 •�+•-£'� ,• ! rI- 1 FkAi"} I AR SHUPP NG C - �I FA IA C " I L TISSUE -$ BATH :. BAT v K IA H J BATH I PTH I:. M BT 3T ' T g i L ':'' T6 ISSUE i TISSUE ?ISSUE - SUE TISSUE H BATH BATH '. F BArH TISSUE ' S$ UE il55UE E PAPER! p'Al _F '. TUVlELB ILA WELo H:F ER.B PAPER A PAPER In ' .WETS TOWELS TOWELS IOW VOLTAGE WRING SCOPE OF WORK GENERAL; THE GENERAL CONTRACTOR WILL HIRE AND COORDINATE INSTALLATION OF LOW VOLTAGE WIRING USING FAMILY DOLLAR'S CLOSED SPEC VENDORS. 1. FAMILY DOLLAR CONSTRUCTION PROJECT MANAGER WALL PROVIDE THE DEVELOPER / ARCHITECT WITH THE ASSIGNED RISK CLASS AT TIME DEAL IS APPROVED AND TO BE CONFIRMED WITH THE FAMILY DOLLAR CONSTRUCTION PROJECT MANAGER AT CONSTRUCTION START. 2. THE ARCHITECT PALL INCLUDE SHEET LV-1.0 FOR RISK CLASS 0 THRU 3 OR LV-1.1 FOR RISK CLASS 4 LOCATIONS IN THE PERMITTED SET OF DRAWINGS. 3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PUWNG AND CLOSING LOW VOLTAGE PERMITS. 4. THE GENERAL CONTRACTOR WILL INSTALL 3le OR I' CONDUIT WIN PULL STRING AT: A. FROM THE INTERIOR OF THE STORE DOOR'S TOP LEFT CORNER OF THE AUTOMATIC SLIDING DOOR TO TURNING OUT AT THE DECK LINE FOR BURGLAR ALARM B. FROM THE INTERIOR OF THE STORE DOOR'S TOP LEFT CORNER OF THE AUTOMATIC SLIDING DOOR TO TURNING OUT AT THE DECK LINE FOR CLOSED CIRCUIT TELEVISION (CCTV). C. FROM TOP EDGE W NON -SWING SIDE OF ALL EXTERIOR DOORS TO TURNING OUT AT THE DECK LINE D. FROM BEHIND THE CASH WRAP 6' A.F.F. WITH A DUPLEX GANG BOX TO TURNING OUT AT THE DECK LINE FOR THE ALARM CONTROL PANEL E. ADDITIONAL CONDUIT NEXT TO THE LOW VOLTAGE POINT OF SALES (POS) RUN FOR PANIC ALARMS AT THE CASH WRAPS 5. THE DEVELOPER / GENERAL CONTRACTOR WILL CONTACT FAMILY DOLLAR APPROVED CONTRACTORS NO LATER THAN 9 WEEKS PRIOR TO POSSESSION (12 WEEKS PRIOR TO OPENING) TO SCHEDULE INSTALLATION TIMES WWTH VENDORS. A) POS PHASE 1 WRING RISK CLASS 0-4 BASED ON IT POS PHASE 1 VENDOR MAP 1) DIRECT SOURCE - CARRIE SMITH, 952-314-0405, CSMITHODIRECTSOURMQQM QEL 11) TL.AID - KEVIN FRY, 770-903-6571, KFRYOT-LAID.COM B) CCTV CAMERAS RISK CLASS 0 -3 - SECURITY SOURCE - JENNA ROGOFF, 978-284-2020 C) CCTV CAMERAS RISK CUSS 4 - INTERFACE SECURITY SYSTEMS (ISS) - CARL VANWY, 940-536-9818 D) BURGLAR ALARM WIRING RISK CLASS D-4 - SECURITY SOURCE - JENNA ROGOFF, 978-284-2020 6. ALL LOW VOLTAGE WORK IS TO BE COMPLETED NO LESS THAN FOUR (4) WEEKS PRIOR TO FAMILY DOLLAR POSSESSION (7 WEEKS PRIOR TO OPENING). 7. PRIOR TO THE VENDORS ARRIVAL THE COMMUNICATION BOARD, AND PERMANENT POWER AND PHONE LINES ARE TO BE INSTALL ED. & THE POS PHASE 1 VENDOR PALL INSTALL THE TWO (2) CABINETS SUPPLIED BY ISS. S. ISS, FAMILY DOLLAR'S FLAT RATE VENDOR, WILL HAVE THE NETWORK INSTALLED (IN ONE W THE TWO (2) CABINETS) 4 WEEKS PRIOR TO POSSESSION (7 WEEKS PRIOR TO OPENING) AND TURNED ON THREE (3) WEEKS PRIOR TO POSSESSION (6 WEEKS PRIOR TO OPENING). THEY WILL DELVER THE NETWORK CABINETS AT THE SAME TIME THE CASH WRAPS ARE SCHEDULED FOR DELIVERY - 5 WEEKS PRIOR TO POSSESSION (8 WEEKS PRIOR TO OPENING). THEY WILL USE THE DEVELOPER'S CONTACT AS USTED ON THE DEVELOPER INFORMATION FORM (DIF) IN ACCRUENT FOR VERIFICATION W POWER AND PHONE INSTALLS 10, ALL LOCATIONS REGARDLESS OF RISK CUSS WILL HAVE TWO ADDITIONAL IG OUTLETS AND 04' SHEET W FIRE RETARDANT PLYWOOD (DAR BOARD) IN THE MANAGER'S OFFICE. THE BOARD IS TO BE MOUNTED ON THE SHORT WALL FURTHEST FROM THE OFFICE DDOR, WIN ONE EDGE W THE BOARD IN THE CORNER. THE BOTTOM OF THE BOARD SHALL BE MOUNTED AT 2'6' A.F.F. THE GC IWLL HANG THE III BOARD. SEE ELECTRICAL POWER PUN FOR ADDITIONAL INFORMATION. 11. GENERAL CONTRACTOR WALL MAKE A SCISSORS LIFT AVAILABLE FOR THE VENDORS ON THE DAY W THE INSTALL 12. EACH LOW VOLTAGE VENDOR SHOULD COMPLETE THEIR WORK IN ONE DAY AND BE READY FOR INSPECTIONS AT THE END W THE DAY. (RISK 4 LOCATIONS WILL TAKE 2 DAYS FOR CAMERA WIRING.) 13. ALL LOW VOLTAGE VENDORS WILL TERMINATE ENDS SO INSPECTIONS CAN BE COMPLETED AND RETURN TO MAKE FINAL INSTALLATION DURING STORE SET UP. A CHECKLIST DOCUMENT CONFIRMING ALL THE PHASE 1 WORK IS COMPLETED MUST BE COMPLETED FOR ONSNE REVIEW PRIOR TO LEAVING THE SITE. BURGLAR ALARM LEGEND I slTeo�.: oexwLLIW ,.. laumrc 00 - DOOR CONTACT 4 @I.... KEYPAD WITH WIRELESS RECEIVER 1 INDOOR SIREN .._. ...._ - 1 ® .. WIRELESS PANIC BUTTON ... � „ 2 (0 CEILING MOUNTED MOTION.... ,.. 3 SECURITY CONTROL PANEL 1 1 WA)00 GSM MODULE MOUNTED INSIDE CONTROL PANEL 1 I❑M BUROIUR ALARM MOTION SENSOR 4 BURGLAR AR ALARM TAGGED NOTES: B1 IF THE CEILING DOES NOT ALLOW FOR 12'-0' A.F.F. MOUNTING THEN FLUSH MOUNT ON CEILING AT MAXIMUM HEIGHT AND PUCE MOTION SO ITS PATTERN DOES NOT REACH THE FRONT GLASS WALL 360- PIR, PENDANT MOUNT 0 12'-0- A.F.F. W-0- FROM STORE FRONT B2 AND W-O' FROM SIDE WALL 360' PIR, PENDANT MOUNT 0 12'-0' A.F.F. 19'-O' FROM REAR DOOR, 83 CENTERED IN SALES SUPPORT. WIRELESS PANICS SHALL BE MOUNTED UNDER THE FRONT COUNTER AT B4 EACH REGISTER. CONTROL PANEL SHALL BE MOUNTED IN THE STOCKROOM NEXT TO IHE ODATA RACK IN THE REAR W STORE LOCATE MAIN CONTROLS AT TELCO B5 DEMARQ+ KEYPAD TO BE MOUNTED AT THE FRONT OF THE STORE NEAREST B6 PROXIMITY TO THE NEAREST REGISTER. SIREN WILL BE MOUNTED ABOVE THE SALES FLOOR ENTRY DOOR 0 8'-0' 81 A.F.F. ON THE SALES FLOOR SIDE CENTRALLY LOCATED. MANAGERS OFFICE 0 DM ® E] TC NOT �� CURRY USED PO75 5 10-1® 6 DNR O PHONE IF MANAGER'S WORKSTATION AND REGISTER i1 ARE COMBINED THIS SCENARIO APPLIES. RECSTR I/KWATDN 0 7 8 REGISTER PDT ®® 9EE1,0 LASER PHONE PRINTER 0 11 LOW VOLTAGE TYPICAL 3/32"= V-0" IF MANAGER'S WORKSTATION AND REGISTER II ARE SEPARATED - THIS SCENARIO APPLES. REGISTER 1 0 7 REGISTER i 0 MN1Al,TRS WOWAIION 0 9 LASER PRINTER PDT NOT [U USED PHONE 0 — 80A04 CORNER FLOOR ES 4 MEN I103 C 104 11 11 1.. ^ T Ir ._.. ,I J FI r1 PE P uP Drr L^II,I,rP r-r CI MT r ,Fr E D ,D ILL J . 1E r-- Al I a CAE a �1 I _ � 1 o t. TCF I mG 'GA7fG1°LS _ n ((� i1riTCHEM1TRtTC+1EN 7ZITCH i2t U'AKE' ea F _ SMALL 'j�y7 i�ys' £Ty €� IOYRELS. f}lElS PEDEF1 ®IPL�T.GS. Si F YtARE L 9. _.8 4P FILPk� PL�D LRQTLs CPL TE B _.�. ...._.. IiC . LL. r BEDDING AB60DING B BELC '( BAH COLLECTION i - £ POSE S _ nO AR BUGS CEREAL A CEREAL B EREAL C CEREAL D � L pS I fCAM 10 19'-0" MIS AkTn3T '" ' CANNED k w 1 )p" ... -: .FNlNiGAF itlpNROAE wT o)9EGLRASEE. R BREAKFAS o U IYttdjAFS '0A-A6E um1 r... _A H!$RWA. 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CASH WRAP DOOR REQUIRED FOR RISK CLASS i.."'",p' SALES AREA 3 AND 4 STORES. GC TO SUPPLY AND INSTALL RUBBER PANCAKE TO CONCEAL LWRES UNDER o, 10i " m..,.n ......1.II ,.,.._.«._. O _. ...... .. _ _T .. _ .... . . _ G E a DOOR. ro RA6 E ERCY A 9E E : RA % i T 3 L tlb jj d S I I::Ir. V I" AI .. x,LY I o' C ,sr D M4 ,1 :: , II HAR A s o 4 E � LV& TO'TC AL - E E, Ii E , cE•I, '+ F nI Fllc '01. • ^ Ic !' GR.:.,, J, I- FflIiO IA TIRO UY FRILO IAYGL r SSS...... ... ....., ELECTRICAL GC PANELS AND VENSTAR Ii -\- �J LIGHTING CONTROL PANEL SEE 1 ��. PVM MONITOR 1/E3.0. r o =, 0 k� I N""'STATION ^ C94 CAM 3 Ors D TOTS TOTS B j TOYS ARTyO Sgpy B_ ERY AI WATER 1 WATER SOTONICyS NUTS NU L W > <'"CRfkTIPG'l 4ffr i "PET, O(4ECDN 'GiF[E71N �CREETNTC(ik: CANDLES1 ¢ TORagD Rom- BAGS 8 q�'q BAD; £',.+•� .G:i.e -;'t io..EARBS.A..I CARDS. BICARDSC:_CARDS DL.CARDS .E_LARDS F��GS..,.,-1t_� (,-ELECTRICAL PANELS AND VENSTAR W LVB 8 C �SgS S LIGHTING CONTROL PANEL SEE � � 1 MOD .� 1/E3.0. EL ,IILL �•._oLL; ,Lu a,: iI..PARTY ETPARTY C ''-rI r Fk+ r F CK,c a FLOW�ERSl� RS oS p LARGE LARGE ) LARGE ' URGE LAWN & €�� / IH'i CONTROLS @ Bv._ zj �S PLATESA PLATES B PLATES C'PLATCS D! GARDEN , w G $ BOARD SEE I'I •'^';^" II' & OlIw -izu®'v , I,. NDY EAN1Y ... Una6v A'3ati &{ �� NifrVl' +� `I`02 1= I(+ W COMMUNICATION A D £. E....�.._..:F. ....._1. .,�n.P.I la P p_l.,P . :.aUF.... H... �.._D _..,. _....E,�.... VI2 DETAIL 1/E4.0. <L I� SLBM�', ":i a,...,_ _... ... _ t �u M J' Fir.. O cL3J .Od�'F� o = £Y'!,u'`,iAL,�f.i�= „*a:•• I. i�';yWRK' �1 4� IbL .._..:.._. N + ...�.. I" F- A B1 HHC 2 ESN K DISH J DISH ERICE ri• n ^N,:L `SEASCN,L SEASONAL 1 D 1, A :PtS2N L E 5, L AL EASONAL °EASON L.. �G " ,._ _ E SO _. w T O x 6R xi rr a i ally oz C- ' ICE 1 B2 i'21 '}3Iv TI.InuEABONAL :5 x p" T�.. �._� ENDIN A VIAL EASONALSEACOgA .-n, L., -'P $...�GAHL_5..�_PERE.,�9.6FE�� :I W ( AM! � : wE so '.. ,..._"_-.,.� �.GP.RE_e ,1.&.B ,., , � COMMUNICATION BOARD SEE .. _ DETAIL I/E4.0. Q aal 'C TO SECURITY , DAM n W Ei S V'cM MONIT VEST ig MEN K • '1 ``bro ' E F -eLrrtclr sCEACRT aLEArorr Re' 04 1 y*/ a r•, I E -F F :I AI. o :G.. B A PAiNi c 103. H- ' cr nsoNALj BkTo AquTo e AurD oK Auro D.�� r." E W .a.. ._ .__ .A L"v� } 67 m w ry LV5 Lu _ _... �m WOMEN I 11q9 Y4 _ 05 �T + - :H E. 1 R.,I 1 BATH BATq HY6ATH p gATH F ggiq E PAPER IO PAPER iC PAPER IB PAPER A PAPER qjV (� F S IF ISSUE TISSUE TISSUE TISSUE TSSUE I TOWELS TOWELS TOWELS tOWELS TOWEL J% eoPPINc Aare II E" .. 1 r�?O — -. . --__. Mnnm=...ww ...,........«.< W 0 9 of 2 H CAMERA SYSTEM INSTALLATION REQUIREMENTS CAMERAS - LEAVE 25' OF SLACK LOOP (FOR HORIZONTAL MOVE AT SAME HEIGHT) AT ALL CAMERA LOCATION ENDS. FOR ALL CAMERAS, POSITION VIEWS TO CAPTURE ITEMS LISTED IN CAMERA INSTALLATION POWER POINT PRESENTATION SUPPLIED BY FDS. INSTALL CAMERAS APPROXIMATELY 10'-14' A.F.F. (NO LESS THAN 10' A.F.F.). CANT RISK CLASS 0 AND 1• . CAMERA I1 - ENTRANCE . CAMERA I2 - REGISTER 1 CAMERA I3 - REGISTER 2 . CAMERA I4 - OFFICE • CAMERA I5 - HBA . CAMERA i6 - HEIGHT STRIP . CAMERA i7 - LAUNDRY . CAMERA 18 - STOCKROOM CANT RIG( CLASS 2 AND 3• CURRENTLY SHOWN ON PLANS . CAMERA I1 - ENTRANCE . CAMERA i2 - REGISTER 1 CAMERA 13 - REGISTER 2 . CAMERA I4 - OFFICE . CAMERA I5 - HBA . CAMERA I6 - HEIGHT STRIP . CAMERA i7 - LAUNDRY • CAMERA 18 - STOCKROOM . CAMERA I9 - APPAREL . CAMERA I10 - COOLER . CAMERA III - AIR FRESHENER/AUTO . CAMERA i12 - FRONT EXTERIOR PVM'S - FOR ALL PVM'S, CONNECT CAMERAS TO PVM'S PER USTED IN CAMERA INSTALLATION POWER POINT PRESENTATION SUPPLIED BY FDS. INSTALL PVM'S WHERE BOTTOM OF PVM IS APPROXIMATELY W-10' A.F.F. (BOTTOM W PVIA NO LESS THAN 9' A.F.F.). `.GANZ RISK CLASS n 1 CAMERA SCHEMATICS AND INSTALLATION INSTRUCTIONS. f!P CURRENTLY USED BY SECURITY SOURCE TO INSTALL GANZ 16HD DVR - 8 CAMERAS AND 2 PVMS. NZ RISK CLASS 9. 3 CAMERA SCHEMATICS AND INSTALLATION INSTRUCTIONS, (LAYOUT AS DRAWN) CURRENTLY USED BY SECURITY SOURCE TO INSTALL GANZ 16HO DVR - 12 CAMERAS AND 2 PVMS. JAMB CAM NOTE ENTRY DOOR SHALL BE ORDERED WIN A JAMB CAM INSTALLED. THIS WILL HOOK INTO THE CAMERA MONITORING SYSTEM AT THE STORE CAMERA HOOKUP WILL BE BY LOW VOLTAGE VENDOR. COPPER COP NOTE: AN ALARM SYSTEM CALLED COPPER COP SHALL BE INSTALLED FOR ALL HEATING VENTILATION AND AIR CONDITIONING (HVAC) UNITS AND COOLER/FREEZER CONDENSORS ON ALL RISK CLASS 2, 3 AND 4 STORES. ON RISK CLASS 2 AND 3 STORES, SECURITY SOURCE WILL PRE -WARE FOR THE COPPER COP, INTERFACE SECURITY SOURCE (ISS) MILL INSTALL THE COPPER COP AND MAKE FINAL CONNECTIONS TO THE ALARM SYSTEM AT THE SAME TIME THEY INSTALL THE LOW VOLTAGE (LV) WIRING FOR THE BURGULAR ALARM. THE COST OF THE COPPER COP IS INCLUDED IN THE LOW VOLTAGE WIRING COST FOR THE BURGLAR ALARMS. ON RISK CLASS 4 STORES, INTERFACE SECURITY SYSTEMS (ISS) WILL INSTALL THE COPPER COP AT THE SAME TIME THEY INSTALL THE LOW VOLTAGE (LV) WIRING FOR THE BURGLAR ALARM. THE COST W THE COPPER COP IS INCLUDED IN THE LOW VOLTAGE PARING COST FOR THE BURGLAR ALARMS. REGISTER 2 0 12 11 REG 2 REGISTER � ARE 13 E 14 SPARE PHONE 0 DIAGRAMMATIC ONLY .TE PORT REGISTER 3 0 16 15 REG 3 REGSIER SORE ®® 17®�18 SPARE PHONE 0 REGISTER 4 0 20 19 REG 4 REGISTER SPARE El® zl 5115 22 SPARE PHONE 0 HIRING KIOSK 0 24 KIOSK 5 0 LOW VOLTAGE TYPICAL 3/32"=1'-0" CAT5E CABLE INSTALLATION REQUIREMENTS 1. CAT5E CABLES SHOULD BE KEPT AT LEAST 12 INCHES FROM ELECTRICAL LINES AND OUTLETS. AVOID ATTACHING CAME TO THE OUTSIDE OF POWER CONDUIT OR HANGING IT NEXT TO EXPOSED ONES. IN OPEN SPACES ABOVE DROP CEIUNGS, DO NOT ALLOW CAME CABLE TO REST ON TOP OF FLUORESCENT LIGHT FIXTURES. 2. CAT5E CABLES CANNOT BE LAID ON TOP OF THE CEILING TILES OR GRID. THE CABLE SHOULD NEVER BE BENT TO LESS THAN A I -INCH RADIUS THIS ALSO CAN LEAD TO WEAKENED OR BROKEN CONDUCTORS CARE SHOULD BE TAKEN WHEN PULLING CABLES IN TO ENSURE THAT THEY ARE NOT KINKED OR NICKED. WHEN HANGING THE CABLES, AVOID CRIMPING THE CONDUCTOR WARES. DO NOT USE STAPLES. USE CARE NOT TO OVER -TIGHTEN PLASTIC CABLE TIES. TYING CABLES TO CEILING TILE GRID HANGERS IS NOT PERMITTED. CABLES SHOULD BE TIED TO THE BUILDING SUPPORT STEEL AT A MINIMUM W 5 FOOT INTERVALS. CABLE TIES SHOULD ONLY BE FINGER TIGHT TO AVOID CRUSHING THE CABLES AS THIS COULD AFFECT THE CABLES PERFORMANCE CHARACTERISTICS. DO NOT USE CABLE TIE GUNS OR STAPLE GUNS. ALL TERMINATING SHOULD BE CARRIED OUT ACCORDING TO THE MANUFACTURERS' INSTRUCTIONS AND GUIDELINES, AND THE STANDARDS FOR GENERIC CABLING SYSTEMS. THE CABLE SHEATH SHOULD BE STRIPPED BACK NO MORE THAN '/ INCH FROM THE POINT OF TERMINATION AND THE TWIST RATES SHOULD BE MAINTAINED. ALL PAIRS SHALL BE TERMINATED, STANDARDS SET FORTH BY EIA/TIA 568B DEFINE THE ACCEPTABLE WIRING AND COLOR -CODING SCHEMES FOR CAT5E CABLES. NO SPLICING, TAPPING OR BRIDGING DEVICES SHALL BE USED BETWEEN SPECIFIED CONNECTING HARDWARE HOJERUN ALL CABLES FROM THE NETWORK EQUIPMENT DIRECTLY TO THE EQUIPMENT LOCATIONS WITHOUT ANY SPLICES OR JUNCTIONS IN BETWEEN THEM. CABLE INSTALLATION AND TERMINATION METHODS SHALL BE COMPLETED IN A MANNER THAT PALL NOT DEGRADE THE CABLE SPECIFICATION. ALL TERMINATIONS SHALL BE INSERTED BY THE USE W THE PROPER TOOL 3. ALL CATSE CABLING MUST ADHERE TO EIA/TIA STANDARDS AND THE CURRENT NATIONAL ELECTRIC CODE (NEC). 4. PUNCH ALL CABLES TO THE 24-PORT PUNCH PANEL IN THE ISS NETWORK ENCLOSURE. PUNCH ALL CABLES AT THE DEVICE END. ATTACH THE NETWORK PATCH CABLES. ATTACH THE DEVICE PATCH CABLES. TEST THE CAT5E CABLES WITH THE PATCH CABLES ATTACHED AND TEST FOR PASS/TAIL AND CABLE LENGTH. ALL EMPTY CONDUIT RUNS AND ADDITIONAL ELECTRICAL POWER DEVICES NOT SHOWN ON POWER PLANS, BUT LISTED ON THIS SHEET TO BE PROVIDED AND INSTALLED BY GC/EC. ALL SECURITY DEVICES ARE TO BE PROVIDED BY SECURITY VENDOR. WHILE PULLING LOW VOLTAGE CABLE IN EMPTY CONDUITS, PROVIDE ADDITIONAL PULL STRING AT ENTIRE LENGTH OF CONDUIT FOR POSSIBLE FUTURE CABLE INSTALLATION. (1) WH CAT5E UTP CABLE - CARIF /4 I VERIFY (REWIRED FOR RISK CUSS 4 LOCATIONS ONLY) IELCO DEMARC LOCATED ON THE COMMUNICATION BOARD (1) WH CA75E UTP CABLE TO RJ-45 MOUNTED AT BACKBOARD TO THE LEFT OF THE 24-PORT PUNCH PANEL (1) WHCAATSE UP CABLE n ( CABLES CABLES ♦ 8.9.10 - I 24-PCRT CATBL DATA PATCH PANEL LOCATED ON THE (4) WH CAT5E UTP CABLES COMMUNICATION BACKBOARD MANAGER'S - CABLES IIIOFFICE 3 DATA CABLING RISER DIAGRAM DIAGRAMMATIC ONLY (4) NH CAT5E UTP CABLES - CABLES II1,12,1114 (4) WH CAT5E UTP CABLES -O O R N F�A m O) N OJ M O O W (D Z @ LL D 0 m Iy !D .N... .N-. N Q45 ZD Z W M 0 a H W � Z � z Q Q W _3 0 LJ m O Wf0 N N O w � M = Z LL O a Z W ¢ U -- o M U v M O _ � w Eli y a Q Q 3 L @ I N (n CL LL J J O �00-10�/ LJM_ W M 00 VJ N Q z � Lij _ > LL z Wz Q z U DO C4 W <5 0 Z — 90x102 CORNER FLOOR PLAN Z f co W n UU :47t LOW VOLTAGE TAM NOTES 0 iI O LVt FURNISH AND INSTALL (1) CAT5E CABLE AND RJ45 TERMINATION PLUG FOR CASHIER'S MODULE i1 FROM THE STORE'S NETWORK ENCLOSURE A 20 Lu1 Cn (? U) SERVICE LOOP IS TO BE NEATLY COILED, TIE -WRAPPED, AND ATTACHED TO THE BUILDING SUPPORT STEEL AT CASH -LANE II LOCATION. A 5' Lul = j SERVICE LOOP IS TO BE NEATLY COILED, RE -WRAPPED, AND ATTACHED TO THE BUILDING SUPPORT STEEL ABOVE THE NETWORK EQUIPMENT = 3 N LIB -0 ENCLOSURE. O F- i; O LV2 FURNISH AND INSTALL (4) CAT5E CABLES AND RJ45 TERMINATION PLUGS FOR CASHIER'S MODULE I2 FROM THE STORE'S NETWORK ENCLOSURE. A 'Cl) STEEL AT CASH -LANE i2 LOCATOR. A 5 i O 20' SERVICE LOW IS TO BE NEATLY COILED, TIE -WRAPPED, AND ATTACHED TO THE BUILDING SUPPORT is SERVICE LOW IS TO BE NEATLY COILED, TIE -WRAPPED, AND ATTACHED TO THE BUILDING SUPPORT STEEL ABOVE THE NETWORK EQUIPMENT ' ^ V J C G LV3 ENCLOSURE. FURNISH AND INSTALL (3) CAME CABLES AND RJ45 TERMINATION PLUGS FOR MANAGER'S WORKSTATION FROM THE STORE'S NETWORK ENCLOSURE. SUPPORT STEEL AT MANAGER'S WORKSTATION _ Or ill 0 A 20' SERVICE LOOP IS TO BE NEATLY COILED, TIE -WRAPPED, AND ATTACHED TO THE BUILDING LOCATION. A 5' SERVICE LOW IS TO BE NEATLY COILED, RE -WRAPPED, AND ATTACHED TO THE BUILDING SUPPORT STEEL ABOVE THE NETWORK x EQUIPMENT ENCLOSURE. a0 1- J LV4 FURNISH AND INSTALL (1) CAT5E CABLE AND RJ45 TERMINATION PLUG FOR THE APPLICATION STATION FROM THE STORE'S NETWORK ENCLOSURE A STEEL AT APPLICATION STATION LOCATION. W 1' O 0o 20' SERVICE LOW IS TO BE NEATLY COILED, TIE -WRAPPED, AND ATTACHED TO THE BUILDING SUPPORT o- _ A 5' SERVICE LOW IS TO BE NEATLY COILED, TIE -WRAPPED, AND ATTACHED TO THE BUILDING SUPPORT STEEL ABOVE THE NETWORK EQUIPMENT W Q �__ OLV5 ENCLOSURE PROVIDE A (1') ONE FOOT PIECE W 3" EMPTY CONDUIT RUNNING THROUGH THE WALL AT LOCATIONS AS SPECIFIED ON THE PLANS ALL CONDUITS USE BY FAMILY DOLLAR. _ H O .. E: 1 O L J LL_ 0 SHALL BE LOCATED 6' TO BOTTOM W PURUNS. PROVIDE FIRE CAULK AND CAP OFF CONDUIT FOR FUTURE J z _ O Lu FURNISH AND INSTALL (5) CAT5E CABLES AND R445 TERMINATION PLUGS FOR THE MANAGERS OFFICE FROM THE STORES NETWORK ENCLOSURE. A Q 0 � N w U Q W LV6 20' SERVICE LOW IS TO BE NEATLY COILED, TIE -WRAPPED, AND ATTACHED TO THE BUILDING SUPPORT STEEL AT MANGERS OFFICE LOCATION. A Z Q o �- 5' SERVICE LOW IS TO BE NEATLY COILED, TIE -WRAPPED, AND ATTACHED TO THE BUILDING SUPPORT STEEL ABOVE THE TELCO DEMARC. MOUNT ALL DATA OUTLETS IN OFFICE AT 2e A.F.F. is LL E M LL Lh PROVIDE 1' CONDUIT WITH PULL STRING THROUGH EXTERIOR WALL AT LOCATION SHOWN AT PANEIBOARDS FOR FUTURE ANTENNA CONNECTION. W SEAL — WT COORDINATE MOUNTING HEIGHT H FOS CONSTRUCTION REPRESENTATIVE. O. LVB FURNISH AND INSTALL (1) CAME CABLE AND RJ45 TERMINATION PLUG FOR THE WIRELESS ACCESS POINT (WAP) FROM THE STORE'S NETWORK 00 ENCLOSURE. A 20' SERVICE LOW IS TO BE NEATLY COILED, TIE -WRAPPED, AND ATTACHED TO THE BUILDING SUPPORT STEEL ABOVE THE TO TIE AND ATTACHED TO IHE BUILDING SUPPORT LV9 WIRELESS ACCESS POINT LOCATION. A 5' SERVICE LOOP IS BE NEATLY COILED, -WRAPPED, STEEL ABOVE THE NETWORK EQUIPMENT ENCLOSURE. THE WIRELESS ACCESS POINT SHOULD BE MOUNTED ON THE CENTER COLUMN IN THE SALES AREA BETWEEN 10'-0' AND 11'-0" AFF USING A COLUMN STRAP. THERE SHOULD NOT BE ANY POWER OR CONDUITS ATTACHED TO THE Lu *� CENTERMOST COLUMN ABOVE 9'-6" AFF. THE WAP WILL BE INSTALLED BY INTERFACE SECURITY SYSTEMS (ISS). PROVIDE JUNCTION BOX NTH 3/4' CONDUIT WITH PULL STRING ABOVE DOOR FOR HIRING OF DOOR CONTACTS. ROUTE CONDUITS TO Lu C0 Lu i9 COMMUNICATION BOARD. PAINT JUNCTION BOX AND EXPOSED CONDUIT TO MATCH WALL COLOR. •,� VNO PROVIDE JUNCTION BOX AND 3le CONDUIT WITH PULL SIRING AND COVEWLATE AT 9'-0" AFF FOR BURGLAR ALARM MORON SENSORS. ROUTE r�I� CONDUITS TO COMMUNICATION BOARD. COVERPLATE TO MATCH WALL COLOR. W 0FURNISH AND INSTALL (1) CAT5E CABLE AND RJ45 TERMINATION PLUG FOR THE WIRELESS ACCESS POINT (WAP) FROM THE STORE'S NETWORK STEEL ABOVE THE LU i RO ENCLOSURE. A 20' SERVICE LOW IS TO BE NEATLY COILED, TIE -WRAPPED, AND ATTACHED TO THE BUILDING SUPPORT FI WIRELESS ACCESS POINT LOCATION. A 5' SERVICE LOW IS TO BE NEATLY COILED, TIE -WRAPPED, AND ATTACHED TO THE BUILDING SUPPORT X VI2 STEEL ABOVE THE NETWORK EQUIPMENT ENCLOSURE THE WIRELESS ACCESS POINT SHOULD BE MOUNTED ON THE WALL ABOVE THE COMMUNICATION BOARD BETWEEN 10'-0" AND 11'-O" AFF. THE WAP WILL BE I T N FACE SECURITY SYSTEMS (ISS). ONS Cn AND ALL PROPOS:D WQF ARE SUBJECT TO ANY COF,REC?IONS J ! RELEASE `REQUIRED BY FIELD INSPECTORS NE THAT IN 0RDeR COMPLY AL�ARY TO APPUCABLE C(7£ES. E:R 2] C'7 1 O U) J U 1 U) z Q W Q O\ J / F- F w O w J x rn - CABLES iI5,16,17J8 REGISTER 3 ^ a (IF AIPINJBLE) PROJECT NO. l4) M CAM UP CABLES 2017-058 - COB i19,20,21,22 REGISTER 4 FAMILY DOLLAR REVIEW STAMP (1) WH CAT5E U7P CABLE - CABLE #24 APPLICATION STATION (1) WH CATSE upBLE CA - CABLE p1 ff(F CHECK 1 PLICABLE) (1) WH CAT5E UP CABLE - CABLE /22 PRII CE CHECK 2 (F WUCABLE) ❑ "REVIEWED" "DISAPPROVED - RESUBMIT" All Site and Building Plan Requirements, including but limited to, all Interior Dimensions, Materials, Hardware, Equipment & Specifications, are to be designed and built per the Family Dollar Prototype Plan #: 2016-01 REV as indicated in the lease, unless a deviation is approved by Family Dollar's Plan Reviewer, next to each specific deviation. The initials indicate approval of only the one deviation being initialed. Any deviation from designated Prototype Plan that is not initialed by Family Dollar is disapproved and void. (Approval to plan deviation will be indicated with the following circled initials : ) ISSUE DATE 07-12-17 DRAWN CHECKED 0 , m T aT PE D FE ,. .......- PET F IEr G... FFT H PE 1 r E 1 Fv J, „ IL"F...E ,...I11'1 I. I 1. _�— P54 " I , „A.,,�,1.. u..+«✓.F v.rv:,.` rp} i r 1 I k 3 E I I ( G a I P O 4 --,-. m RIWET CAE�1 "0("0 N N{'IRYCAEnI BnK`€ RnEE s TOWEL% ' WELS.dlP.IMCPL BE E c ^{ P �HOWER r:; 1 F A Uwniu'E 1 e 11 � Dp Pr rct P TG [ (p FL'vi - P F 1 11 0 o p '• fa a T BASH OOLLEC ION -R--..k.__n...,.__6 Maw ING aEE1. 1 L - j^ CEREAL ) CEREAL B; CEPEAI 1l 1 G 1.6j IA.l._�..._ .. :...... t "_. _• SPATIAL' FAAME5 CFr\I ' q AP; Ef C B s :I II $ 'gR�gp4 MINI HAgpW�l{�F Bf,GJDS . ,iaE€iZ' - '6 HDRAPEb At R d s 11 to aso rtv J n pp ZZ 4& N 6E4XG6 tlR�I<�gg3TBPEAI 1 All B 1 B0 AL nFT 0 ir; J JF+ 1 EANTs A �9 F .: AI , R APP1J4t„&.9Ekd F RFAR �� ., If -I r'r"I'll 1..._.L.,:. t,M ASiAL p a tG 1' 4EAL5 F I / A, i BE F=. 1 A, p" y AF t E; AF'A EL AP 1 E - .I u'. P , PE AT7 1 BAP F r I PPAREL 'E LE APPP EL r=, -I ,� .FF 1I -I �_ F F F r 1 �� �F -IL ORAL C "IL➢ F FEN 1 '.1NIE FLI 1 =E 1 FEr P FF A PEM 0 h E3 VITAMwi BYGEtlE 1 r r ALLERA! F I' ' r F C 1 r: 1N E NTORC -, �. WIT""JR � E_.. PRrIF _^ ry , � F II E =f III SALES AREA 101 Ij I(f��5' 'Frria .... AnR• (jj��,HAIR o 11:1P L ranr'''jj � I€ {j��'` J� RL C�IAfT�L .. _A 1_., 8, ..,,.i A II NS -FI-oo 1, _. IA P0,AITC, _. HEA II FEl C PEl D 4 r E ry F LI C PF FFI PFr J L A Irvl N LL r fl NDF L VLPY LAUNDRY IAUODKY LAUNDRY. LAUNDRY ids IIAI F1r v FI.F 1 r Ir- rr >' � c. ,; �E$-_ATE$ irTE$ ES AAA"'S - r,; PL PL DPL CPL B 3 .1 I N. F FLl: ' F II If iE,z R CEREAL A CEREAL B CEREAL.L CEREAL D q A ^ .. o N_m f I OTPl Al Pi P aaslc As1( ge IF° F CF F r '� r' F 1' . 1 F II ' Iry r r •"'"' €0€#FEY Yi" i, BREAKFAS o ^ to p '"�'�R`rm'e "'�p. w, M PI ,. IF 1' l'r r i.p :ASI9�15B A . .,.APPA9_AIAP_aAc .C!`T<94 9EANS. ._5900 ^'r \'EL rF', RF AF', r r \T I:L rr r I `R rr r 1 'r 1 1 P Ir E AA, IIJ FAINc NT$ L IILIJ EAThFS� > o A+. L_ F E_ A'Fr rL 'I I : r L 4. „P r E_ 6, F P[.. :,, PF. I. I. L -.F. rc u ..-r , rb fPE.'.J/::LG gg PB&J%JUP RAMEN rc(( k { ¢ 1 vn1aN Ryan ^Kw^ ,..... , r I'r -, Cminl lElal '... _..,...... 3 > m i� ORAL c ORAL e ORAL A'FEFN"'("'F'"FEIA�j'C"iEFf 1 [ rrn r n L Ci-MYGIENE.i"_HYGIENE> HVGIELE H r LI r If 'r AIL ,, N IY PC II _ /. 4 ! - z GE PAIR T,LLERCP CDLO k VITAMINS F Lte�,.,,....._ c...._..._n...i.�...e,."_PAIN >LJF R III E,TH F E N' F.r v'-F-'-rE. E II o E ACHE CRACKER CDOKIEs COOKIES j COOKIES of r PRI: :rr"-r:: :-^k:.. Y k1'R -"`•'" ,a "t' ^ 3 f�" I SALES SUPPORT r. Y� E ® FfAIP HAIR C F ' Ivfl F, N`^ � FACE iC'651 71C Cb91xEi`iG' .... a _ WOMENS :G.. I I r i.. rrr I I. I- F , 01(E COKE PEPSI PEPSI p ... .) a .._..,_ ...k._.... .. .B .,„ ...___'. i *. f ° A 9CV JBEV fU"B�E'iAtl (ESAi FV"T�191 ' Q L TEA. AAA I iE obi,N j�> C� € TOYS OI iOYs C TOYS B, TOY6 ^I IICFI a S'EATf3B .II f �? (# � a J._c2RDi.A'_GABD`..dtGEtiQS.,GLfNR05 Di CARL1S.6.LGR0 r Ifgf Lap.STORA dRG.S... 1 ¢Ac5 e16HGS._d..t.FPG.i.R .}�°i n. x t i m PSI PS6 s A C D F PT - P F F SAT f r1 - r LARGE IARG i URGE 1 LARGE TLAWN k (` I 1 R : z PrATCS �PUTf�S BP TBE CIPLACS DIGARDEN IF ,.f. <l r k f-L IJI IrP _ "' ESEP..ti r IL lr IF r arm r- mruL`#I 1 MA"81fliTk§itb1I17fAr11.z r .., ' ' P RP,. ,. Pk. y f � .' i rSPS5 7CREAMICE 0- EASONAL@EASONAnEASONALSFA50NALASONAL EASONAL ASON-o r'Y-.. . ACtEEPSONAL EASONAL EASONAL EASONAL x y"q rF r of E n -� I ^ram- MONI OR " sqs q. 11' PS4 PS2 , p+5 dui EST MEN y € q`�``PA� Ek EASGNAL EASONAL EASONALSEASONAL 6EASONAL iEASONAL EASONALI a�,jI PAINT WAi(E FIACIC rlD 1�3 1�4 J 26 T §ER " r r r g ". ) [ EASONAI eEASONAL EASONAC EASONALJEASONALSEASONAL}}EASONAL� AUTO AUTO B AUTO r rNUF L uV11 --..- � d � N g r ii .v, (0r..� , WOMEN ...,_ t 5 ...... fj I FACIA M BATH L IH 1 R P H TH b 11 F AT E PAPERTO PAPERO PAPER B P F. FPi i s 105 *, SHOPPING EARTr TILRV T�< I L ^IL g 11, \\ ! P M ,....a. 111 TISSUE 1i TIssUE i ns 1 E TI �.I C U a F T15 E T E f155U TOWELS TOWEL6 TOWEL6 TOWEL P-E Em = , f h,..-.,.. ...... PAGING SYSTEM TYPICAL 3/32"=1'—O" ( P 12ss a E Fn r J P ?TT ^ APTr F wRIYA Fl n `r EL!PFFP rm'Snr I r . 5 2 J i 3 x 3rtAta y,flj' ( I Sol 1 - E1 z ^ o' _ {,CREAM �cEA-N11 F -21A1 nvI s AALry 1v�1 - .u)I . 'HAT Si 's' MOOR F p(r,' sGry y'p, z .S r .. P' 7 NA-1II0JA1 :L Vd F. 11 .I I FoOnAL NOTE: FLOOR PLAN SHOWN IS TO INDICATE SCOPE OF WORK ONLY AND MAY DIFFER FROM ACTUAL FLOOR PLAN. LOW VOLTAGE CONTRACTORS SHALL OBTAIN MOST RECENT STORE SPECIFIC FIXTURE PLAN FROM FD PROJECT MANAGER AND COORDINATE FINAL LOCATION OF ALL LOW VOLTAGE EQUIPMENT PRIOR TO BEGINNING WORK. LOW VOLTAGE CONTRACTORS SHALL BE RESPONSIBLE FOR COMMISSIONING THEIR WORK AND ASSURING THAT THE SYSTEMS INSTALLED FUNCTION TO FD'S SATISFACTION AND REQUIREMENTS. ALL EMPTY CONDUIT RUNS AND ADDITIONAL ELECTRICAL POWER DEVICES NOT SHOWN ON POWER PLANS, BUT LISTED ON THIS SHEET TO BE PROVIDED AND INSTALLED BY GC/EC. ALL PAGING SYSTEM DEVICES ARE TO BE PROVIDED BY PAGING SYSTEM VENDOR. WHILE PULLING LOW VOLTAGE CABLE IN EMPTY CONDUITS, PROVIDE ADDITIONAL PULL STRING AT ENTIRE LENGTH OF CONDUIT FOR POSSIBLE FUTURE CABLE INSTALLATION. Alf II f A F .1M EA FI 1 na 1 o- Fr vI E H H F-I H F BnTq E NnCU F ijE� TISSUE {� x SALES SUPPORT 106 EF ;VEST AI [��aP 1 l:�� K O 4 sm (( dm oz C PAPERB PAPER TA PAPER TOWELS I TOWELS I TOWELS 2 ) PAGING SYSTEM TYPICAL PLAN-102x90 FLOOR PLAN 3/32"=1'—O" PAIANG SMM TAGGED NO PS1 INSTALL HEAD END (AMP AND CONTROLLER) AT THE TOP RIGHT CORNER OF THE COMMUNICATION BOARD PS2 INSTALL WALL MOUNTED ATIENUATOR (VOLUME CONTROL) IN OFFICE NEXT TO VI7NSTAR OPEN/CLOSE PUSHBUTTON. EC/GC TO PROVIDE JUNCTION BOX IN WALL AT 48" AFF WITH 31e CONDUIT WITH PULL STRING UP IN WALL TO 12'-0' ARE. PS3 INSTALL WALL MOUNTED PAGING PHONE IN SALES SUPPORT AREA NEXT TO RECEIVING DOOR. EC/GC TO PROVIDE JUNCTION BOX IN WALL AT 48- AFF WITH 3/4" CONDUIT PATH PULL STRING UP IN WALL TO 12'-0' AFF. PS4 INSTALL WALL MOUNTED PAGING PHONE IN OFFICE NEXT TO VENSTAR OPEN/CLOSE PUSHBUTTON. EC/GC TO PROVIDE JUNCTION BOX IN WALL AT 48' ART NTH 31e CONDUIT WITH PULL STRING UP IN WALL TO 12'-0' Al P55 INSTALL RECESSED CEILING SPEAKER IN OFFICE. CENTER WITHIN ACOUSTICAL CEILING TILE ® INSTALL PAGING HORN IN SALES SUPPORT AREA AT 12'1 ARE. CENTER ON BACK WALL PS7 INSTALL (6) PAGING HORNS IN SALES AREA. MOUNT TO BOTTOM OF MAIN FRAME BEAMS. TH[SS PLANS AND ALL PROPOSED WORT( ARE SUBJECT TO ANY CORRECTIONS `'REQUIRED BY FIELD INSPECTORS THAT PRAY BE NECESSARY IN ORDER TO COhIPLY WITH ALL XPPUCAI CODES. WOMEN 105 --------------.. DATA CAI PLENUM 4PR WHITE VOICE CAI PLENUM 4PR WHITE AP CAT5E PLENUM 4PR WHITE © AIPHONE SPEAKER PHONE 22AWG/8 CONDUCTOR PLENUM STRANDED SHIELDED Q PAGING LOCATION 18AWG/2 CONDUCTOR PLENUM STRANDED SHIELDED Ell PAGING HOfjN 18AWG 2 CONDUCTOR PLENUM STRANDED SHIELDED VOLUME CONTROL ''1 ❑18AWG/2 CONDUCTOR PLENUM STRANDED SHIELDED HEAD END 22AWG/8 CONDUCTOR PLENUM STRANDED SHIELDED 1818AWG/2CO�CO""NDUCTOR PLENUM STRANDED SHIELDED Wmll ° PAGING SYSTEM SHALL BE FURNISHED AND INSTALLED BY BAILIWICK. CONTACT AMY SAMPSON AT BDD-935-8840 OR EMAIL AT FMDNSOOBAIUWICK.COM FOR ADDITIONAL INFORMATION, • CONFIRM ALL LOCATIONS PRIOR TO INSTALL • DSL EXTENSION FROM DEMARC TO MGR OFFICE • VOICE RAN FROM DEMARC LOCATION IN STOCKROOM TO EACH LOCATION ON PLAN • FIRE/BURG INSTALLED NTH RJ31X • MAIN PHONE AND SPARE IN MANAGERS OFFICE WILL USE SPLIT PAIRS FROM ONE CABLE DSL AND DIAL BACKUP IN MANAGERS OFFICE WILL USE SPLIT PAIRS FROM ONE CABLE FOR STOCK ROOMS, A HORN IS USUALLY INSTALLED FOR THE CEILING IS USUALLY AT DECK HEIGHT. '.. FOR SALES FLOOR AND OFFICE, A HORN OR SPEAKER MAY BE INSTALLED. THIS DEPENDS ON CURRENT CEILING L. CONDITIONS IF YOU WERE SHIPPED SPEAKERS, INSTALL 1.. SPEAKERS ON THE SALES FLOOR AND OFFICE. IF YOU HAVE HORNS, INSTALL THE HORNS CONSULT WITH THE BAILIWICK PM IF YOU ARE UNSURE 11REVIEVVED" "DISAPPROVED - RESUBMIT" All Site and Building Plan Requirements, including but limited to, all Interior Dimensions, Materials, Hardware, Equipment & Specifications, are to be designed and built per the Family Dollar Prototype Plan #: 2016-01 REV as indicated in the lease, unless a deviation is approved by Family Dollar's Plan Reviewer, next to each specific deviation. The initials indicate approval of only the one deviation being initialed. Any deviation from designated Prototype Plan that is not initialed by Family Dollar is disapproved and void. (Approval to plan deviation will be indicated with the following circled initials : ) b W U 0 0 W IL w W W M O F- F- O Z W CC Q } w 2 F-- W U Z w Z 2 N W 0 CL' Lu 0 Z Q H-- Z W U O 0 W En w x 0 U) 2 cD F}- Lu W 0- 0 a W F- O J Q z Z Q F- 2 0 (�...A1V M O O W z J m O d LL 0 0 N LL� m E i m .2 �N Z W O C > _ E U >Y � LL 11' LU `n v' z Z CQ1/ Q LLJ _ _I 1 r h O_ j11 J M y7 :7 O > N J v u�O^V = 00 N p M N O - J < N N N C N (n CL LL U J I IF /J� V ) O_// LL W00 M 00 /) Co Co Z r Q � O > a- Q W p Z W Z� W Ofg Z U) N 0 1 � W _o LLI u) 0 O C�f)� :E O I: Q J X J O 000 M O w � E � J w ZJooW C w U W w G O a(� C= Q V EL ILL f a SEAL — O U _H N W Lu W W CL' } J Cl) Lu W a Lu W N J — — — PROJECT NO. 1 2017-058 ISSUE DATE 07-12-17 i, r DRAWN CHECKED I= I i= LV-2 PROJECT DIRECTORY OWNER: ANGLE PROPERTIES, LLC C/O STEVEN SHERMAN 7999 NORTH FEDERAL HIGHWAY SUITE 101 BOCA RATON, FL 33487 TELEPHONE: 561 -241 -1569 APPLICANT: CHRIS STEPHENS 605 DELANEY AVE, SUITE C ORLANDO, FL 32801 TELEPHONE: 407-286-2610 CIVIL ENGINEER: CARLOS BARRIOS, P.E. 605 DELANEY AVE, SUITE C ORLANDO, FL 32801 TELEPHONE: 407-286-2610 I SURVEYOR: BLOOMSTER PROFESSIONAL LAND SURVEYOR, INC. 641 NORTHEAST SPENCER ST JENSEN BEACH, FL 34957 TELEPHONE: 772-334-0868 GEOTECHNICAL BLUE MARLIN ENGINEERING ENGINEER: 102 DRENNEN RD. SUITE B-10 ORLANDO, EL 32806 TELEPHONE: 407-217-4464 SERVICE PROVIDERS WATER AND SEWER: FORT PIERCE UTILITIES AUTHORITY JAMES CARNES TELEPHONE: 772-468-241.4 STORM: NORTH ST. LUCIE WATER MANAGEMENT DISTRICT TOM McGOWAN 772-286-3883 ELECTRIC: FORT PIERCE UTILITIES AUTHORITY SAL SCIMECA 772-466-1 600 EXT. 6957 TELEPHONE: AT&T GREGORY VORCE 772-332-8448 GAS: FORT PIERCE UTILITIES AUTHORITY TED COOK 772-466-1600 EXT. 4705 ANGLE ROAD &AVENUE D FORT PIERCE - ST. LUCIE COUNTY PARCEL NUMBER: 2408-211-0001-000-3 MINOR SITE PLAN AERIAL MAP LOCATION MAP NTS CALL 48 HOURS -� BEFORE YOU DIG vv It's the Law! 811 or 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. -+ PLAN SHEET INDEX CS CO.0 C0.1 AlC1.0 C2.0 C2.1 C2.2 2 1 C3.0 10 C3.1 C3.2 i C4.0 10 C4.1 C4.2 C4.3 4 3 2 10LS1.0 4 3 2 1 LS1 .1 4 3 2 1 LS2.0 4 3 2 1 LS2.1 SL1 .0 S1.0 COVER SHEET GENERAL NOTES DEMOLITION & CLEARING PLAN SITE GEOMETRY PLAN UTILITY PLAN FORCEMAIN EXTENSION LIFT STATION DETAIL GRADING AND DRAINAGE PLAN SWPPP PROFILES DETAIL SHEET DETAIL SHEET DETAIL SHEET DETAIL SHEET LANDSCAPE PLAN LANDSCAPE ice` FAIL IRRIGATION PLAN IRRIGATION DETAILS SITE LIGHTING PLAN SURVEY THCS'- PLANS AND ALL PROPOSCD WORI( ARE SUBJECT TO ANY COP.RECTIONS •PfOUIRED BY FIELD INSPECTORS TI1.4 NIAY BE N[CE;&SAFIY II4 OAD2M TO CCNdr''LY WITH ALL APPUCAaLE CODES. LEGAL DESCRIPTION DESCRIPTION: (AS SURVEYED) A PARCEL OF LAND LYING IN THE N 112 OF THE NW 1/4 OF SECTION 8, TOWNSHIP 35 SOUTH RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS. COMMENCE AT THE END OF SURVEY BASE LINE STATION 135 f 71.38 FOR STATE ROAD 607A (ANGLE ROAD), AS RECORDED IN PLAT BOOK 22 PAGE 4 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, AT THE NORTH LINE OF SAID SECTION 8; THENCE ALONG THE NORTH LINE OF SAID SECTION 8, SOUTH 8957'03" EAST TO THE EAST RIGHT OF WAY OF STATE ROAD 607A FOR 68.44 FEET. THENCE ALONG SAID EAST RIGHT OF WAY, SOUTH 4301,09" EAST TO THE SOUTH RIGHT OF WA Y L/NE OF AVENUE E' FOR 47.91 FEET, THENCE PARALLEL WITH THE NORTH LINE OF SAID SECTION 8, SOUTH 8957103" EAST FOR 897.0 FEET TO THE POINT OF BEGINNING; THENCE, FROM THE POINT OF BEGINNING, CONTINUING SOUTH 89 57'03" EAST TO THE EAST LINE OF THE WEST HALF OF SAID SECTION 8 FOR 659.74 FEET THENCE ALONG THE EAST LINE OF THE WEST HALF SOUTH 00'12 23" WEST TO THE NORTH RIGHT OF WA Y OF A VENUE D' FOR 596.33 FEET; THENCE NORTH 89*57'33" WEST ALONG SAID NORTH RIGHT OF WA Y LINE, FOR 1002.63 FEET TO A POINT ON THE EASTERL Y RIGHT OF WA Y LINE OF ANGLE ROAD, SAID POINT ALSO BEING ON THE ARC OF A CIRCULAR CURVE CONCAVE TO THE SOUTHWEST TO WHICH A RADIAL LINE BEARS SOUTH 50'30 27" WEST, HA VING A RADIUS OF 1960. 08 FEET, AN ARC LENGTH OF 120,65 FEET, A CENTRAL ANGLE OF 033136", A CHORD BEARING OF NORTH 417521" WEST AND A CHORD DISTANCE OF 120.63 FEET TO A TANGENT LINE- THENCE NORTH 4301 09" WEST FOR 301.56 FEET- THENCE PARALLEL WITH THE NORTH LINE OF SAID SECTION 8, SOUTH 8957103" EAST FOR 628.47 FEET- THENCE A16RTH 0022'17" EAST TO SAID SECTION LINE FOR 285.56 FEET TO THE PLACE AND POINT OF BEGINNING 11 0V19 SEP 13 ROM 3 :. t= ` � '�� Stephens- Barrios Retail Brokemge,DevelopmenhClNl Engineering w . • ;yi�r. u' OLL �. C) U BARRIOS ENGINEERLNQ, LLC. C.A. #29108 605 DELANEY AVE ORLANDO, FL 32801 407-286-2610 COVER SHEET Project � SB15-004 Date Sheet 09/19/2016 Scale AS NOTED CS ■ ■ CONSTRUCTION NOTES GENERAL NOTES: 1. LOCATIONS ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES, AFFECTING THIS WORK, PRIOR TO CONSTRUCTION AND PRIOR TO PROVIDING A COST FOR CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND THE FIELD CONDITIONS. 2. PRIOR TO THE INITIATION OF SITE CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ANY EXISTING UTILITIES INCLUDING GAS, WATER, ELECTRIC, COMMUNICATIONS, CABLE TV, SANITARY AND STORM SEWERS, ON AND/OR ADJACENT TO THE SITE, REMOVE OR CAP AS NECESSARY. 3. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL CALL "SUNSHINE" AT 1-800-432-4770, AT LEAST 48 HOURS PRIOR TO CONSTRUCTION, TO ARRANGE FOR FIELD LOCATIONS OF BURIED UTILITIES. 4. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED, BY THE CONTRACTOR OR SUBCONTRACTORS, AS CALLED FOR IN THESE CONTRACT DOCUMENTS. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT INSPECTION AND INSPECTIONS ACCORDING TO AGENCY INSTRUCTIONS/REQUIREMENTS. 6. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL PRE -CAST AND MANUFACTURED ITEMS TO THE OWNER'S ENGINEER FOR APPROVAL, PRIOR TO ORDERING. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 7. ALL UTILITY SERVICE STUB -OUTS (WATER, SANITARY SEWER, etc.) ARE TO BE INSTALLED TO WITHIN 5' OF BUILDING(S), UNLESS OTHERWISE NOTED ON PLANS. 8. CONTRACTOR TO COORDINATE WITH THE APPLICABLE ELECTRIC UTILITY SUPPLIER REGARDING ANY 9. SAFETY: A. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFETY REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF HIS/HER PERSONNEL. B. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION. C. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF "THE STATE OF FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS" SHALL BE FOLLOWED IN THE DESIGN, APPLICATION, INSTALLATION, MAINTENANCE AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND CONSTRUCTION PERSONNEL FROM HAZARDS WITHIN THE PROJECT LIMITS. D. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION. E. ALL SUBSURFACE CONSTRUCTION SHALL COMPLY WITH THE 'TRENCH SAFETY ACT". THE CONTRACTOR SHALL INSURE THAT THE METHOD OF TRENCH PROTECTION AND CONSTRUCTION IS IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS. 10. 11. THE GRAPHIC INFORMATION DEPICTED ON THESE PLANS HAS BEEN COMPILED TO PROPORTION BY SCALE AS ACCURATELY AS POSSIBLE. HOWEVER, DUE TO REPRODUCTIVE DISTORTION, REDUCTION, AND/OR REVISIONS, INFORMATION CONTAINED HEREIN IS NOT INTENDED TO BE SCALED FOR CONSTRUCTION PURPOSES. 12. ALL SPECIFICATIONS AND DOCUMENTS REFERENCED HEREIN SHALL BE OF THE LATEST REVISION. 13. ALL UNDERGROUND UTILITIES MUST BE IN -PLACE, TESTED AND INSPECTED PRIOR TO BASE AND SURFACE CONSTRUCTION. 14. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH ANY OTHER WORK BEING PERFORMED ON -SITE BY OTHER CONTRACTORS/SUBCONTRACTORS AND UTILITY COMPANIES, IT WILL BE NECESSARY FOR THE GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE ITS ACTIVITIES ACCORDINGLY. 15. ALL AREAS AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL IU UK tltlItK I HIV THE CONDITION. UNLESS SPECIFICALLY EXEMPTED BY THE PLANS L COST -FOR SUCH B INCIDENTAL T OT HER R CONSTRUCTION AND NO AD D TIONAL COMPENSATION RESTORATION HA -_ SHALL BE ALLOWED. 16. THE CONTRACTOR SHALL REMAIN SOLELY RESPONSIBLE FOR ANY DESIGN CHANGES WHICH HE MAY INCORPORATE INTO THE PLANS WITHOUT PRIOR WRITTEN CONSENT AND/OR APPROVAL FROM THE OWNER AND ENGINEER. 17. AT LEAST 30 DAYS PRIOR TO ANTICIPATED COMPLETION OF SITE CONSTRUCTION, THE FINAL CERTIFICATION PROCESS SHALL BEGIN. THE CONTRACTOR SHALL PROVIDE DOCUMENTS AND INFORMATION N TO ENGINEER INCLUDING AND WITHOUT LIMITATIONS. IN A TIMELY MANNER , A. SURVEYED "AS-BUILTS" PER AS -BUILT SURVEY SCOPE IN SPEC MANUAL. B. COMPACTION AND DENSITY TEST RESULTS. C. PRESSURE TESTING AND BACTERIOLOGICAL TESTING RESULTS AS REQUIRED FOR WATER DISTRIBUTION AND/OR WASTEWATER COLLECTION/TRANSMISSION SYSTEMS. THE CONTRACTOR SHALL HAVE TWO SETS OF AS -BUILT PLANS SIGNED AND SEALED BY THE SURVEYOR ON RECORD ON SITE THE DAY OF THE CIVIL ENGINEERING PUNCH LIST INSPECTION. THE GENERAL CONTRACTOR IS TO GIVE TWO AS -BUILT PLANS TO THE DESIGNATE REPRESENTATIVE OF BARRIOS ENGINEERING, LLC. IF ANY DEFICIENCIES ARE NOTED, ONE COPY OF REDLINED AS-BUILTS WILL BE GIVEN TO THE GC FOR REVISIONS TO BE MADE. REVISED AS-BUILTS WILL NEED TO BE FORWARDED TO BARRIOS ENGINEERING, LLC BEFORE ANY CERTIFICATIONS WILL BE INITIATED. 18. PARKING STALLS SHALL COMPLY WITH LOCAL CODE REQUIREMENTS AND ALL ADA REQUIRED FEATURES AND APPURTENANCES REQUIRED BY ADA SHALL COMPLY WITH MINIMUM ADA REQUIREMENTS. CLEARING AND SITE PREPARATION NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION OF THE EROSION CONTROL DEVICES, AS SHOWN ON THE CONSTRUCTION PLANS, PRIOR TO ANY SITE CLEARING. REFER TO THE "EROSION CONTROL NOTES" SECTION CONTAINED HEREIN FOR ADDITIONAL REQUIREMENTS. 2. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN, AS INDICATED ON THE CONSTRUCTION PLANS, SHALL BE PROTECTED IN ACCORDANCE WITH LOCAL TREE ORDINANCES, AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREE(S) SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER AND THE LOCAL AGENCY HAVING JURISDICTION OVER THESE ACTIVITIES. 3. THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. ALL DISTURBED AREAS MUST BE SODDED WITH BAHIA SOD IMMEDIATELY FOLLOWING CONSTRUCTION. 4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING ACTIVITIES SHALL BE STOCKPILED, TO BE USED FOR LANDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. REMAINING EARTHWORK THAT RESULTS FROM CLEARING AND GRUBBING OR SITE EXCAVATION IS TO BE UTILIZED ON -SITE, PROVIDED THE MATERIAL IS DEEMED SUITABLE BY THE OWNER'S SOILS TESTING COMPANY. EXCESS MATERIAL IS TO EITHER BE STOCKPILED ON -SITE, AS DIRECTED BY THE OWNER OR OWNER'S ENGINEER, OR REMOVED FROM THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING EXCESS EARTHWORK FROM THE SITE. 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE, BY THE CONTRACTOR, IN ACCORDANCE WITH APPLICABLE REGULATORY AGENCY REQUIREMENTS. A DUMPSTER OR OTHER CONTAINER SUITABLE IN SIZE TO CONTAIN ALL WASTE MATERIAL SHALL BE PROVIDED DURING THE CONSTRUCTION. 6. THE CONTRACTOR IS TO CLEAR AND PREPARE THE SITE IN ACCORDANCE WITH THE SPECIFICATIONS AND RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL INVESTIGATION REPORT BY BLUE MARLIN ENGINEERING. GENERAL CONTRACTOR (AND ALL SITE WORK SUBCONTRACTORS) SHALL OBTAIN AND REVIEW A COPY OF THE GEOTECHNICAL INVESTIGATION REPORT. COPIES ®F THE REPORT ARE AVAILABLE THROUGH THE OWNER/DEVELOPER OR BLUE MARLIN ENGINEERING DIRECTLY. 7. CONTRACTOR TO REFER TO PHASE 1 AND SITE ASSESSMENT REPORT PRIOR TO SITE CLEARING 8. CONTRACTOR MUST ENSURE ALL SOILS SLOPE AWAY FROM THE BUILDING. PAVING AND GRADING NOTES: 1. ALL DELETERIOUS SUBSURFACE MATERIAL (I.E ACCORDANCE WITH THESE PLANS OR AS D OWNERS SOILS TESTING COMPANY. DELETE FROM THE SITE AS DIRECTED BY THE OWN APPROVED MATERIALS AND COMPACTED AS S FOR ACQUIRING ANY PERMITS THAT ARE NE THE SITE. 2. THE CONTRACTOR SHALL BE RESPONSIBLE WILL PROVIDE BRACING, SHEETING OR SHOR USED AS REQUIRED TO KEEP TRENCHE: PLACED. 3. ALL NECESSARY FILL AND EMBANKMENT THAT MATERIAL SPECIFIED BY THE OWNER'S SOILS GRADED ACCORDING TO THE APPROVED GRAD ACCORDING TO THE RECOMMENDATIONS At` INVESTIGATION REPORT PERFORMED BY BLUE 4. PROPOSED SPOT ELEVATIONS REPRESENT FIN OTHERWISE NOTED. 5. IT MAY BE NECESSARY TO FIELD ADJUST P) OF TREES SHOWN TO BE SAVED. CONTRACT( ANY ELEVATION CHANGES. Pi 7. CURBING SHALL BE PLACED AT THE EDGES TO THE LATEST EDITION OF F.D.O.T. "ROAD' SPECIFICATIONS OF ALL F.D.O.T. TYPE CURB 8. PRIOR TO CONSTRUCTING CONCRETE PAVE JOINTING PATTERN TO THE SOILS ENGINEER 9. CONTRACTOR TO PROVIDE A 1/2" TO 1" 1 ABUTMENT OF CONCRETE AND OTHER MATER 10. ALL PAVEMENT MARKINGS SHALL BE MADE 11. THE CONTRACTOR WILL STABILIZE, BY S (REFER TO PLANS), ANY AND ALL DISTU OF THE UTILITY SYSTEMS AND PAVEMENT FINAL ACCEPTANCE BY OWNER. CONTRA MATERIAL, LANDSCAPING AND IRRIGATION F 12. ALL ELEVATION REFER TO NAVD 1988 VEF A C1 TIT TTT T. UPON COMPLETION OF CONSTRUCTION, THE CC COMPLETE "AS -BUILT" INFORMATION, CERTIFIED INFORMATION SHALL INCLUDE INVERT ELEVA7 STRUCTURES FOR ALL UTILITIES INSTALLED, AS N LOCATIONS, ELEVATIONS FOR POND AND DITCH/S RAMPS AND SPOT ELEVATIONS ALONG ALL HANI CERTIFICATIONS FOR CERTIFICATE OF OCCUPANCY HAS BEEN RECEIVED AND APPROVED BY THE OW D INSPECTION RE( 1. THE CONTRACT OR IS RESPONSIBLE FOR COC (BLUE MARLIN ENGINEERING) TESTS WILL BE WELL AS THE TESTING SCHEDULE REQUIR COMPLETION OF WORK, THE SOILS ENGIN' OWNER'S ENGINEER STATING THAT ALL REQUIf 2. A QUALIFIED TESTING LABORATORY SHALL PE OF THE IN -PLACE MATERIALS AS REQUIRED ANY RETESTING BE REQUIRED DUE TO THE CONTRACTOR WILL BEAR ALL COSTS OF SAID M 1. THE CONTRACTOR SHALL BE RESPONSIBLE FC DEVICES, AS SHOWN ON THE CONSTRUCTION "EROSION CONTROL NOTES" SECTION CONTAINE 2. INLETS AND PIPES MUST BE KEPT FREE OF T 3. THE CIRCULAR ORIFICE CONTROL STRUCTURE THE GRATE AND CLEAR ALL SEDIMENTS AND D 4. ALL SURFACEWATER MANAGEMENT FACILITIES MAINTAINED IN ACCORDANCE WITH THE APP SPECIFICATIONS THAT HAVE BEEN SUBMITTED AND INCORPORATED BY REFERENCE INTO At CHEMICALS SHALL BE KEPT FROM THE FAC SHALL BE IMMEDIATELY REMOVED. 5. DURING THE EARTHWORK, GRADING, LANDSC, SYNTHETIC HAY BALES, TURBIDITY CURTAINS, OUTLET PIPES TO CONTROL STORMWATER QUAL 6. INSPECTIONS SHALL BE MADE AT LEAST ANNI MAJOR BU ILD UP SEDIMENTATION OR TRASH. SEDIMENTATION LEVEL IN THE SUMP IS 6 IN PUMPED, OR MANUALLY REMOVED FROM THE I STABILIZATION TO PREVENT SEDIMENT DISCHAF FOR EROSION CONTROL SHALL BE INSPECTED 7. ANY PERVIOUS PAVED SURFACES MUST BE STF B. ANY PERVIOUS PAVED SURFACES MUST BE PRI 9. ALL PERVIOUS PAVED SURFACES MUST BE INS BY A CERTIFIED PERVIOUS CONCRETE PERFORM CONSTRUCTION SITE WORK TESTIN 1, ALL SITE WORK CONSTRUCTION TESTING SHALL I ENGINEERING FIRM. 2. ALL SITE WORK CONSTRUCTION TESTING SHALL I INVESTIGATION REPORT PERFORMED BY BLUE MA THE LOCAL MUNICIPALITY/AGENCY HAVING JURI' REQUIREMENTS SHALL APPLY. 3. COPIES OF PASSING TEST RESULTS SHALL BE CONTRACTOR AND LOCAL MUNICIPALITY/AGENC CERTIFICATION, AND ACCEPTANCE OF FACILITIES E 4. THE SERVICES OF A CONSTRUCTION TESTIN( CONTRACTOR, UNLESS OTHERWISE SPECIFIED IN 5. ENGINEER -OF -RECORD AND/OR BARRIOS EN SCHEDULING, COORDINATION OR EVALUATION OF THE SOLE RESPONSIBILITY OF THE OWNER/[ DIRECTLY WITH THE SOILS TESTING LABORATORY/ 6. THE CONTRACTOR SHALL NOTIFY THE ENGINE WASTEWATER, AND STORMWATER SYSTEMS SO - BACTERIOLOGICAL TEST RESULTS. PRESSURE 1 SUBMITTED TO ENGINEER FOR ALL WORK REQUIR MUCK, PEAT, BURIED DEBRIS) IS TO BE EXCAVATED IN ECTED BY THE OWNER, THE OWNERS ENGINEER, OR OUS MATERIAL IS TO BE STOCKPILED OR REMOVED R. EXCAVATED AREAS ARE TO BE BACKFILLED WITH )WN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE ESSARY FOR REMOVING DELETERIOUS MATERIAL FROM R PROTECTING EXCAVATIONS AGAINST COLLAPSE AND AS NECESSARY. DEWATERING METHODS SHALL BE DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED DURING CONSTRUCTION SHALL CONSIST OF TING COMPANY (BLUE MARLIN ENGINEERING), BE PLAN (SHEET C3.0) AND PLACED / COMPACTED SPECIFICATIONS CONTAINED IN THE GEOTECHNICAL RLIN ENGINEERING. ED PAVEMENT OR GROUND SURFACE GRADES UNLESS RENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS TO COORDINATE WITH OWNER'S ENGINEER PRIOR TO ALL PAVEMENT, UNLESS OTHERWISE NOTED. REFER AND TRAFFIC DESIGN STANDARDS" FOR DETAILS AND GUTTERS CALLED FOR IN THESE PLANS. T, THE CONTRACTOR IS TO SUBMIT A PROPOSED APPROVAL. IINOUS EXPANSION JOINT MATERIAL WITH SEALER AT (STRUCTURES, OTHER PLACED CONCRETE, ETC.) AND MULCH, SOD, OR OTHER APPROVED MATERIALS AREAS WITHIN ONE WEEK FOLLOWING CONSTRUCTION 4S. CONTRACTOR SHALL MAINTAIN SUCH AREAS UNTIL TO COORDINATE WITH OWNER REGARDING TYPE OF DATUM. ACTOR SHALL FURNISH THE OWNER'S ENGINEER WITH A REGISTERED LAND SURVEYOR. THIS "AS -BUILT" S, DRAINAGE STRUCTURES, WEIRS, LOCATIONS OF AS TOP OF BANK, TOE OF SLOPE, AND GRADE BREAK E CONSTRUCTION, AND TOP AND BOTTOM OF HANDICAP P ACCESSIBLE ROUTES AND STALLS. NO ENGINEER'S 0.) PURPOSES WILL BE MADE UNTIL THIS INFORMATION 'S ENGINEER. 0 INATING APPLICABLE TESTING WITH THE SOILS ENGINEER EQUIRED PURSUANT TO THE GEOTECHNICAL REPORT, AS BY FDOT AND THE AFFECTED MUNICIPALITY. UPON R WILL SUBMIT CERTIFICATIONS TO THE OWNER AND BENTS HAVE BEEN MET. ORM ALL TESTING NECESSARY TO ASSURE COMPLIANCE Y THESE PLANS AND THE VARIOUS AGENCIES. SHOULD LURE OF ANY TESTS TO MEET THE REQUIREMENTS, THE TESTING. ANCE THE PROPER INSTALLATION OF THE EROSION CONTROL 'LANS, PRIOR TO ANY SITE CLEARING. REFER TO THE HEREIN FOR ADDITIONAL REQUIREMENTS. SH AND SILT, AND SHALL BE INSPECTED ANNUALLY. (HALL BE KEPT FREE OF TRASH AND DEBRIS. REMOVE RIS THAT HAVE ENTERED THE DIVERSION. :RMITTED BY THE DISTRICT SHALL BE OPERATED AND VED DESIGN PLANS AND CALCULATIONS, AND OTHER TH THE APPLICATION AND APPROVED BY THE DISTRICT PERMIT ISSUED OILS PAINTS AND OTHER HARMFUL TIES. ANY SUCH MATERIALS INADVERTENTLY ENTERING G, PLANTING, ETC., EROSION PROTECTION SUCH AS OTHER MATERIALS, SHALL BE PLACED AT INLETS AND AND TURBIDITY. Y TO CHECK DRAINAGE STRUCTURES AND PIPES FOR DRAINAGE STRUC TURES SHALL BE CLEANED IF THE S OR GREATER. THE SEDIMENT MAY BE VACUUMED, N. THE INSPECTION SHALL INCLUDE EROSION AND SOIL TO WATERS IN THE STATE. ANY VEGETATION UTILIZED MAINTAINED FOR FUNCTION. SWEPT BY A VACUUMED SWEEPER TWICE A MONTH. JRE WASHED EVERY THREE MONTHS. TED FOR PERFORMANCES, VISUALLY AND/OR MANUALLY, :E TESTING COMPANY ONCE PER YEAR. PERFORMED BY A CERTIFIED/LICENSED GEOTECHNICAL CONDUCTED IN ACCORDANCE WITH THE GEOTECHNICAL J ENGINEERING AND/OR THE TESTING PARAMETERS OF 'TION OVER THE SITE WORK. THE MORE STRINGENT ROVIDED TO THE DEVELOPER, ENGINEER OF RECORD, FOR PURPOSES, SUCH AS BUT NOT LIMITED TO, THE DEVELOPER AND/OR MUNICIPALITY/AGENCY. GEOTECHNICAL FIRM SHALL BE RETAINED BY THE BID DOCUMENTS. JEERING, LLC WILL NOT BE RESPONSIBLE FOR HE SOILS TESTING AND CERTIFICATIONS. IT SHALL BE 'ELOPER TO MAKE THE NECESSARY ARRANGEMENTS OTECHNICAL FIRM AND THE SITE CONTRACTOR. WHEN CONSTRUCTION IS COMPLETE FOR WATER, ELY CERTIFICATIONS MAY BE INITIATED. SATISFACTORY L RESULTS. AND AN AS -BUILT SURVEY SHALL BE EROSION CONTROL NOTES: HAY A EROSION CONTROL/SEDIMENTATION BARRIERS(SYNTHETIC 1. CONTRACTOR IS TO PROVIDE AND MAINTAIN BALES OR SILTATION CURTAINS) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND WATERWAYS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH, OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF -SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTORS IS TO REMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. 2. THE CONTRACTOR SHALL LIMIT THE DISCHARGE OF TURBID WATERS OFF -SITE, OR INTO ON-SITE/OFF-SITE WETLANDS (IF APPLICABLE), TO NO MORE THAN 29 NTU's (NEPHELOMETRIC TURBIDITY UNITS), ABOVE BACKGROUND LEVELS. 3. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION OR OTHER ACCEPTABLE METHODS. 4. CONTRACTOR SHALL INSPECT AND MAINTAIN ON A DAILY BASIS ALL EROSION/SEDIMENTATION CONTROL FACILITIES. ALL EROSION CONTROL MEASURES SHALL ALSO BE INSPECTED AFTER ANY J" OR GREATER RAINFALL EVENT. 5. THE CONTRACTOR SHALL ENSURE THAT SILTATION ACCUMULATIONS GREATER THAN THE LESSER OF 12 INCHES OR ONE-HALF THE DEPTH OF THE SILTATION CONTROL BARRIER SHALL BE IMMEDIATELY REMOVED AND PLACED IN UPLAND AREAS. DRAINAGE SYSTEM NOTES: 1. STANDARD INDEXES REFER TO THE LATEST EDITION OF F.D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS". 2. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) UNLESS OTHERWISE NOTED ON PLANS. ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS OTHERWISE NOTED ON PLANS. 3. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO CENTER OF DRAINAGE STRUCTURES. WITH THE EXCEPTION OF MITERED END AND FLARED END SECTIONS WHICH ARE NOT INCLUDED IN LENGTHS. 4. ALL DRAINAGE STRUCTURE GRATES AND COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. 5. CONSTRUCTION OF THE STORMWATER MANAGEMENT SYSTEM MUST BE COMPLETE AND ALL DISTURBED AREAS STABILIZED IN ACCORDANCE WITH THE PERMITTED PLANS AND CONDITIONS PRIOR TO ANY OF THE FOLLOWING: ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY; INITIATION OF INTENDED USE OF THE INFRA STRUCTURE; OR TRANSFER OF RESPONSIBILITY FOR MAINTENANCE OF THE SYSTEM TO A LOCAL GOVERNMENT OR OTHER RESPONSIBLE ENTITY. TESTING AND INSPECTION REQUIREMENTS (DRAINAGE): 1. THE STORM DRAINAGE PIPING AND RETENTION POND SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 2. THE CONTRACTOR SHALL MAINTAIN AND PROTECT FROM MUD, DIRT, DEBRIS, ETC. THE STORM DRAINAGE SYSTEM UNTIL FINAL ACCEPTANCE OF THE PROJECT. THE STORM SYSTEM WILL BE REINSPECTED BY THE OWNERS ENGINEER PRIOR TO APPROVAL FOR CERTIFICATE OF OCCUPANCY PURPOSES. THE CONTRACTOR MAY BE REQUIRED TO RECLEAN PIPES AND INLETS FOR THESE PURPOSES. SANITARY SYSTEM NOTES: 1. ALL PVC PIPE SHALL BE SOLID WALL POLYVINYL CHLORIDE PIPE AND COMPLY WITH ASTM D 3034 AND ALL APPLICABLE ASTM DOCUMENTS AS COVERED IN SECTION No. 2 OF ASTM D 3034. MAIN LINES SHALL BE A MINIMUM OF 8" DIAMETER, AND LATERALS SHALL BE A MINIMUM 6" DIAMETER. 2. ALL SANITARY SEWER MAINS, LATERALS AND FORCE MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER, UNLESS OTHERWISE NOTED ON PLANS. 3. ALL GRAVITY SEWERS MUST BE SDR 35 PVC. ELASTOMERIC GASKET JOINTS SHALL BE UTILIZED FOR PVC PIPE, AND SHALL COMPLY WITH ASTM F477, ASTM 03231 & ASTM F1336. JOINTS SHALL COMPLY WITH ASTM D3212. 4. ALL PVC FORCE MAINS SHALL BE CLASS 200, DR 14 FOR 4" DIAMETER, AND CLASS 150, DR 18 FOR 6" TO 12 DIAMETER PIPE, IN ACCORDANCE WITH AWWA C900 STANDARDS. PVC FORCE MAIN PIPE SMALLER THAN 4" DIAMETER SHALL BE CLASS 200, SDR 21, IN ACCORDANCE WITH ASTM D 2241. FORCE MAINS SHALL BE SPIRAL WRAPPED WITH 2 INCH WIDE DARK GREEN STICK -ON VINYL TAPE. 5. ALL SANITARY MANHOLES SHALL BE LOCATED NO MORE THAN 400 FEET APART AND SHALL CONFORM TO THE DETAILS CONTAINED HEREIN, AS WELL AS WITH ASTM C478. 6. ALL DUCTILE IRON FITTINGS SHALL BE PROVIDED WITH A PROTECTO 401 INTERIOR LINING BONDED TO THE INTERIOR OF ALL FITTINGS. ALL DIP FITTINGS SHALL HAVE A STANDARD OUTSIDE COATING COMPLYING WITH ASTM C151-8.1. 7. ALL SLOPES FOR GRAVITY SEWER MAINS AND SERVICE CONNECTIONS SHALL COMPLY WITH THE FOLLOWING MINIMUM GRADES: 6" ® 1.00%, 8" ® 0.50%. 8. ALL UTILITIES SHALL BE INSTALLED WITH COMPLIANCE TO FORT PIERCE UTILITIES AUTHORITY (FPUA). CONSTRUCTION DETAILS AND/OR LAND DEVELOPMENT CODE. 91 CONNECTION POINT(S) AND NOTIFY THE OWNER'S ENGI NEER OF ANY CONFLICTS OR DISCREPANCIES IMMEDIATELY. 10. SANITARY SEWER MAINS SHALL HAVE SUITABLE MAGNETIC LOCATOR TAPE(S) BURIED AT LEAST 18 INCHES ABOVE THE MAIN LINES. 11, FORCE MAINS SHALL HAVE SUITABLE MAGNETIC LOCATOR TAPE(S) BURIED AT LEAST 18 INCHES ABOVE THE FORCE MAIN. TESTING AND INSPECTION REQUIRE 4TS (SANITARY): 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNERS ENGINEER AND APPLICABLE MUNICIPALITY/AGENCY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION(S). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COSTS ASSOCIATED WITH A TELEVISED INSPECTION (TV) OF THE PROPOSED GRAVITY SEWER LINE CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE COPIES OF THE TV INSPECTION TAPE TO THE ENGINEER, THE OWNER AND THE APPLICABLE MUNICIPALITY/AGENCY. 2. THE CONTRACTOR SHALL PERFORM AN INFILTRATION/EX FILTRATION TEST ON ALL GRAVITY SEWERS IN ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. THE SCHEDULING, COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. 3. ALL FORCE MAINS (IF APPLICABLE) SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. THE SCHEDULING, COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTORS' RESPONSIBILITY. PAVEMENT MARKINGS & STRIPING: ALL PERMITTED PAVEMENT STRIPING PERTAINING TO THIS ACCESS PERMIT SHALL REQUIRE CERTIFIED LEAD FREE, THERMOPLASTIC MARKING MATERIALS IN A HEATED LIQUID STATE ONLY, AS PREFORMED THERMOPLASTIC SHEETS SHALL NOT BE ALLOWED TO BE UTILIZED AS THE FINAL PLACEMENT AND MUST MEET THOSE REQUIREMENTS SHOWN IN SECTION 711 OF THE MOST CURRENT FOOT STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION FOR ANY FINAL PLACEMENT OF THIS CONSTRUCTION ITEM. IN SOME CASES, TEMPORARY TRAFFIC BEARING PAINT AND RPM'S SHALL BE REQUIRED TO BE SET IN PLACE 30 MINUTES BEFORE OFFICIAL SUNDOWN, AS MAY BE REQUIRED BY FDOT NORMAL OPERATIONAL PROCEDURES. BOTH TEMPORARY TRAFFIC BEARING PAINTS AND THERMOPLASTIC MARKING MATERIALS SHALL BE LEAD FREE AND SHALL MEET/OR OBTAIN FDOT MINIMUM SPECIFICATIONS FOR NIGHT REFLECTIVITY. TEMPORARY RPM'S SHALL BE INSTALLED DURING BOTH TEMPORARY AND PERMANENT STRIPING PHASES. FAILURE BY THE PERM17EE AND/OR HIS/HER CONTRACTOR TO HAVE A CERTIFIED STRIPING CREW ON SITE BEFORE THE START OF PAVING CAN BE REASON TO SUSPEND THE APPROVED PERMIT UNTIL SUCH TIME AS THE PERMITTEE AND/OR HIS/HER CONTRACTOR CORRECTS THE SITUATION TO THE SATISFACTION OF THE ON -SITE STATE FDOT/COUNTY PERMITS PERSONNEL/INSPECTOR. ROADWAY RIGHT-OF-WAY GRASS SOD & RIGHT-OF-WAY RESTORATION: CERTIFIED COASTAL BERMUDA GRASS SOD PLACED DOWN OVER ALL PARTS OF THE COUNTY ROW WITHIN THE LIMITS OF THE PROJECT IMPROVEMENTS. ANYTHING STEEPER THAN 1:4 MUST BE STAKED. NO HYBRID GRASSES SHOULD BE USED. CENTIPEDE SOD MAY BE USED AS AND OPTIONAL GRASS. LANE CLOSURE RESTRICTIONS: THE PERMITTEE AND ALL GENERAL AND SUBCONTRACTORS SHALL BE RESTRICTED TO THE NO LANE CLOSURES BETWEEN 4:00 PM TO 8:30 AM. FAILURE BY THE PERM17EE AND/OR HIS/HER GENERAL AND SUBCONTRACTORS TO ADHERE TO THESE SPECIAL PERMIT TIME SCHEDULE REQUIREMENTS, SHALL BE REASON TO SUSPEND AND/OR VOID THE CURRENT APPROVED PERMIT. THE PROJECT MAY CLOSED DOWN UNTIL SUCH TIME AS THE PERMITTEE HAS BROUGHT THE PROJECT BACK INTO COMPLIANCE WITH THE PERMIT REQUIREMENTS TO FDOT/COUNTY SATISFACTION. WATER SYSTEM NOTES: 1. ALL DIP PIPE SHALL BE CEMENT LINED PRESSURE CLASS 350. REFER TO NOTE #8 BE LOW FOR M I AD DITIONAL DIP SPECIFICATIONS. ADEQUATE MEASURES AGAINST CORROSION SHALL BE UTILIZED. 0 2. ALL UTILITIES SHALL BE INSTALLED WITH COMPLIANCE TO FORT PIERCE UTILITIES AUTHORITY (FPUA) STANDARD SPECIFICATIONS, CONSTRUCTION DETAILS AND/OR LAND DEVELOPMENT CODE. 3. ALL WATER MAINS SHALL BE INSTALLED WITH 30 TO 36 INCHES OF COVER. P WITH FPUA WATER I INS VALVES AND METERS SHALL BE INSTALLED TO COMPLY 4. ALL WATER SERVICE LINES, S L STANDARDS AND SPECIFICATIONS. 5. MECHANICAL RESTRAINT SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS, IN ACCORDANCE WITH APPLICABLE UTILITY DEPARTMENT SPECIFICATIONS. 6. ALL DUCTILE IRON PIPE SHALL BE MANUFACTURED IN ACCORDANCE WITH THE LATEST EDITION OF AWWA C151/A21.51. PIPE SHALL BE FURNISHED IN 18 OR 20 FOOT SECTIONS, PIPE THICKNESS SHALL BE CLASS 50, UNLESS OTHERWISE SPECIFIED. 7. ALL PIPE, PIPE FITTINGS, PIPE JOINT PACKING AND JOINTING MATERIALS, VALVES, FIRE HYDRANTS, AND METERS INSTALLED UNDER THIS PROJECT SHALL CONFORM TO APPLICABLE AWWA STANDARDS. B. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT SHALL BE COLOR CODED OR MARKED IN ACCORDANCE WITH FDEP SUBPARAGRAPH 62-555.320(21)(b)3, F.A.C., USING BLUE AS A PREDOMINATE COLOR. 9. PRESSURE TESTING OF WATER MAINS SHALL BE FOR PERIOD OF FOUR (4) HOURS. 10. ALL ON -SITE FIRE HYDRANTS SHALL BE PAINTED WITH HIGH GRADE ENAMEL FEDERAL, COLOR SHALL BE YELLOW AND COMPLY WITH APPLICABLE UTILITY HAVING JURISDICTION, AND BE OSHA APPROVED, AND MUST BE LOCATED A MINIMUM OF 6 FEET FROM THE EDGE OF PAVEMENT OR BACK OF CURB, OTHERWISE BOLLARDS WILL BE REQUIRED FOR PROTECTION. ALL FIRE HYDRANTS SHALL COMPLY WITH AWWA STANDARDS C502-80 THEREOF. CONTRACTOR TO INSTALL TEMPORARY BLOWOFFS, AT THE END(S) OF PROPOSED WATER MAINS AND SERVICE LATERALS TO BUILDING(S) TO ASSURE ADEQUATE FLUSHING AND DISINFECTING/CHLORINATION. 11. ALL WATER MAINS SHALL BE PRESSURE TESTED IN ACCORDANCE WITH AWWA MANUAL M23, CONCERNING HYDROSTATIC TESTING OF PVC PIPING. OFF -SITE UTILITIES HYDROSTATIC TESTING TO BE WITNESSED BY AN ST. LUCIE COUNTY INSPECTOR. 12. ALL WATER MAINS SHALL BE STERILIZED IN ACCORDANCE WITH THE APPLICABLE SECTION OF THE LATEST AWWA SPECIFICATION C651, ST. LUCIE COUNTY STANDARD SPECIFICATIONS AND/OR OPERATION MANUAL. 13. ALL PVC WATER MAINS, 4" TO 8" DIAMETER PIPING, SHALL CONFORM TO AWWA C900 (DR 18) STANDARD SPECIFICATIONS, PRESSURE CLASS 150 PSI. ALL PVC WATER MAIN PIPING LESS THAN 4" DIAMETER SHALL BE SCHEDULE 80, PRESSURE CLASS 200 PSI. 14. ALL PVC WATER MAINS SHALL HAVE A SUITABLE MAGNETIC LOCATOR TAPE BURIED OVER THE WATER MAIN, BURIED NO LESS THAN 18" ABOVE MAIN LINES. THE TAPE SHALL BE AT LEAST 5 j MILS THICK, 2" MINIMUM WIDTH, AND MADE WITH AN ALUMINUM MATERIAL SANDWICHED BETWEEN 2 LAYERS OF POLYETHYLENE. IT SHALL HAVE IMPRINTED, IN PERMANENT BLACK INK WITH ONE INCH TALL LETTERS, "CAUTION: WATER LINE BURIED BELOW", ON BLUE BACKGROUND. THE TAPE SHALL BE CONTINUOUS BETWEEN VALVES, AND SECURED TO EACH VALVE. WHERE OTHER LINES OR SERVICE LINES JOIN THE WATER MAIN, THE TAPE USED FOR DETECTION OF THESE LINES SHALL BE SECURED TO THE MAIN LINE TAPE. 15. FIRE LINES SHALL BE INSTALLED BY A CONTRACTOR, DULY LICENSED BY THE STATE OF FLORIDA FIRE MARSHALL'S OFFICE. CONTRACTOR TO VERIFY REQUIREMENTS PRIOR TO CONSTRUCTION OF THE FIRE PROTECTION SYSTEM. 16. FIRE PROTECTION SHALL MEET ALL REQUIREMENTS OF THE APPLICABLE MUNICIPALITY OR COUNTY. TESTING AND INSPECTION REOUIREMENTS (WATER): 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER, OR FPUA INSPECTOR. PRESSURE TESTING OF WATER MAINS SHALL BE FOR A PERIOD OF FOUR (4) HOURS. CONTRACTOR TO NOTIFY THE OWNER'S ENGINEER AND APPLICABLE AGENCY INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. 2. CONTRACTOR SHALL ARRANGE FOR CHLORINATION AND BACTERIOLOGICAL SAMPLING, AND OBTAIN CLEARANCE OF DOMESTIC AND FIRE LINE WATER SYSTEM(S). COPIES OF ALL BACTERIOLOGICAL TEST RESULTS ARE TO BE SUBMITTED TO THE OWNER';S ENGINEER IMMEDIATELY UPON COMPLETION OF THE WATER SYSTEM FOR CERTIFICATION PURPOSES. OTHER NOTES OF IMPORTANCE: CONTRACTOR MUST VISIT SITE PRIOR TO BIDDING AND BECOME FULLY FAMILIAR WITH EXISTING CONDITIONS (I.E. EXISTING UTILITIES, LANDSCAPING, STRUCTURES, ETC.) CONTRACTOR MUST LOCATE AND VERIFY EXACT ELEVATION OF ALL EXISTING UTILITIES AT POINTS OF CONNECTION AND INTERSECTIONS PRIOR TO THE BEGINNING OF THE PROJECT. GC SHALL CONTACT ENGINEER OF RECORD IMMEDIATELY IF ANY DISCREPANCIES. ALL DISTURBED AREAS, IN AND OUTSIDE THE BOUNDARY LINES OF THE PROPOSED DEVELOPMENT, MUST BE SODDED. CONTRACTOR TO OBTAIN FINAL APPROVAL FROM ST. LUCIE COUNTY PRIOR TO OWNERS ACCEPTANCE. CONTRACTOR MUST PROVIDE ALL MAINTENANCE OF TRAFFIC METHODS AND DEVISES REQUIRED BY ST. LUCIE COUNTY EVEN WHEN THEY DIFFER FROM THE METHODS SHOWN ON THIS SET OF CONSTRUCTION DRAWINGS AS LONG AS THE METHODS AND DEVICES APPROVED BY THE COUNTY. CONTRACTOR MUST PROVIDE ALTA AS -BUILT DRAWING TO ENGINEER OF RECORD PRIOR TO SUBMITTING FOR CERTIFICATE OF OCCUPANCY. AS -BUILT DRAWINGS MUST INCLUDE INVERT ELEVAT IONS AT BOTH ENDS OF ALL PIPES AND TOP AND BOTTOM ELEVATIONS OF ALL RAMPS. ALL REQUIRED ELEVATIONS ON HANDICAP ZONE, ALL CONTOURS IN THE PONDS AND PROPOSED SWALES, FINISH FLOOR ELEVATION, AND ALL SITE IMPROVEMENTS AS REQUIRED BY THE ENGINEER OF RECORD. CONTRACTOR SHALL COORDINATE ALL BACTERIOLOGICAL AND PRESSURE TEST AS MAY BE REQUIRED BY THE JURISDICTION HAVING AUTHORITY. CONTRACTOR MUST PROVIDE ALL TEST RESULTS TO ENGINEER OF RECORD 30 DAYS PRIOR TO PROJECT COMPLETION. THE�'ti PLANS AND ALL PROPOSCD Wong ARE SUBJECT TO ANY CONNECTIONS "REQUIRED BY FIELD INSPECTORS THAT 1AAY BE NECESSARY IfC 0AWA TO COWN LY WITN ALL A,ppUCAaLe COr7ES. ,B W L z W //�AJllrrlll�� \ o a U BAkPZfOS ENGWEEIVAIG, LLC. C.A. #29108 605 DELANEY AVE ORLANDO, FL 32801 407-266-2610 GENERAL NOTES Project # SB15-004 Date Sheet 09/19/2016 C Scale®•ONONE GRAPHIC SCALE 40 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. DEMOLITION NOTES 1. PRIOR TO COMMENCEMENT OF DEMOLITION THE CONTRACTOR WILL COORDINATE HIS ACTIVITIES WITH ALL THE UTILITY COMPANIES SERVING THIS AREA. CONTRACTOR IS TO COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO EXCAVATION. 2. THE CONTRACTOR IS TO COMPLETELY REMOVE AND DISPOSE OF ALL STRUCTURES AND BUILDINGS THAT IS SO INDICATED INCLUDING FOUNDATIONS; TIMBER AND BRUSH; EXCEPT AS OTHERWISE INDICATED, STUMPS AND ROOTS; EXISTING PAVEMENT; OTHER STRUCTURES AS SHOWN OR REASONABLY IMPLIED IN THE DRAWINGS. 3. EXCEPT IN AREAS WHERE EXISTING TREES SHALL BE PRESERVED, A MINIMUM DEPTH OF REMOVAL SHALL BE TWO 2) FEET BELOW SUB -GRADE IN ROADWAY AREAS AND TO ORIGINAL SOILS ELSEWHERE. THE CONTRACTOR IS RESPONSIBLE FOR PROPER DISPOSAL OF ALL WASTE MATERIAL. 4. WHERE PAVING OR STRUCTURES ARE TO BE REMOVED WHICH ABUT OR ARE A PART OF CONNECTED ` \ , FACILITIES (THAT ARE OFF -SITE), RESTORATION OF ANY �I DAMAGE THAT MIGHT RESULT FROM DEMOLITION IS TO BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING UNLESS SPECIFICALLY EXEMPTED BY EPLANS, THE COST FOR SUCH INC DENTAL TO OTHER CONSTRUCTION RESTORATION HALL TIONAND NO BE �,\ 5 EXTRA COMPENSATION WILL BE ALLOWED. 5. THE LOCATION OF ALL EXISTING UTILITIES, STORM DRAINAGE, AND TREES SHOWN ON THE PLANS HAVE \ ` BEEN DETERMINED R IEAVAILABLE GIVEN FORTHE CONVENIENCE OFHEINFORMATION TO CONTRACTOR. N THE OWNER OR ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY, PRIOR TO PROVIDING THE COST OF CONSTRUCTION TO THE OWNER, THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE N THE EXISTENCE AND LOCATION OF ALL STRUCTURES, \ 3 UTILITIES, AND TREES SHOWN OR NOT ON THE PLANS, WHICH WOULD NEED TO BE REMOVED OR PRESERVED. Y 0 3 0 6. THE CONTRACTOR IS TO COORDINATE THE RELOCATION OR REMOVAL OF ALL OVERHEAD/UNDERGROUND UTILITIES, UTILITY POLES, LIGHTS, AND LINES IN THE RIGHT-OF-WAY AND ON THE PROPERTY WITH THE APPROPRIATE SERVICE PROVIDER. 7. THE CONTRACTOR SHALL REFERENCE AND RESTORE PROPERTY CORNERS AND LAND MARKERS DISTURBED DURING CONSTRUCTION (UNDER THE DIRECTION OF A FLORIDA REGISTERED LAND SURVEYOR). 8. ALL DISTURBED AREAS, INCLUDING RIGHT-OF-WAY AREAS MUST BE SODDED PRIOR TO FINAL ACCEPTANCE. EXISTING SIDEWALK TO BE REMOVED TO LIMITS SHOWN. �2 EXISTING TRAFFIC SIGN TO BE RELOCATED. EXISTING ELECTRICAL POLE TO REMAIN UNDISTURBED. �4 EXISTING BARBED WIRE FENCE TO BE REMOVED. UNDERGROUND WATER MONITORING WELL TO BE GROUTED AND ABANDONED IN PLACE. ❑6 EXISTING TREE TO REMAIN UNDISTURBED THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY COPAECT'IONS `REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL A,PPUCABLE CODES. ' �I Irl, u�� ,: © 3Stephens,, Barrios a �. p, Refall Brokerage Development CINI Engineering W Illllit!! cos a' 4/ •LL LO O •�c�fd" �•�Cj• ® I�—I d co •� Z O mill RA Ri210S ENGINEEfZING, LLC. C.A. #29108 605 DELANEY AVE ORLANDO, FL 32801 407-286-2610 DEMOLITION AND CLEARING PLAN Project # SB15-004 Date Sheet 09/19/2016 Coo Scale11 1"=20' DUMPSTER ENCLOSURES ARE TO BE 6' IN HEIGHT AND CONSIST OF MASONRY CONSTRUCTION S8957103 - 25.33' Stephens. D Barrios �sr RIGHT OF WAY DEDICATION TOjir, ReteA Brdcemga Oavelopment Civll Englnexing S89 57 03 E 342.00 (C) + S89 moo. ST. LUCIE COUNTY .-- . 5, Ln �. IN 18.5' GRAPHIC SCALE / s• 20 N895733 W 22347(C) 20 0 10 20 40 7 STORMWATER w A VENUE D 5 (c FEET ) RETENTION AREA 7 3 f 6A'° 1 inch = 20 ft. � rn 7 SITE DATA 18.0 19.0 20.0 �. ��G�� ;� J��O� 5 ��i� �Oz SITE AREA 91,814 SF 2.11 AC o a ;- r / i a 3 T IMPERVIOUS AREA 50,094 SF 55% PERVIOUS AREA 41,720 SF 45% V 7 ' ; �' --� `'�� `�, CURRENT ZONING : IL (INDUSTRIAL, LIGHT) PROPOSED FUTURE LAND USE: IND (INDUSTRIAL) I) rn �• V 16,;' s ' , l y 4 �O- s 3 EXISTING USE: VACANT PROPOSED USE: DISCOUNT RETAIL STORE (8,186 SF) z Ld 3 o 6A 18 BUILDING HEIGHT: 24.5 FEET 0 10 -W i6 i, 3 .: �jA �� Ltuale Co. P � �• � v C�dte Init. MAXIMUM BUILDING HEIGHT 50 FEET BUILDING SETBACKS REQUIRED PROVIDED � o ° 8 .. y 4 22 \ A roved VV PP FRONT (ANGLE RD.) 25 FT 101.8 FT REAR (EAST) 20 FT 69 FT '.. ,. �1 a I SIDE (NORTH) 10 FT 76 FT W h0 SIDE (AVE, D) 20 FT 115 FT LANDSCAPE BUFFERS REQUIRED PROVIDED Q `/ 5 - �� O FRONT (ANGLE RD.) 15 FT 37.8 FTREAR (EAST) 10 FT 2 10 o Z 3 / FAMILY DOLLAR >> �ECG 10 FT FT ��� 8(� SF �q O ` 9>> SIDE (NORTH) SIDE (AVE. D) 15 FT 15 FT 7 4 16 FFE: V Q 23.50 FT S PARKING REQUIRED = 4.49/1000 OR 37 SPACES (2 HANDICAP) PARKING PROVIDED: = 37 SPACES INCLUDES 2 HANDICAP) 11II11 W a ' i R 21 D37 LOADING ZONES REQUIRED: 1 ZONES ��� ���%i� � 16-.a LOADING PROVIDED: 1 a `��Q�� TRAFFIC CONTROL .z ' r� & SIGNAGE ���� 9 � '�, �1 HANDICAP PARKING AND STRIPING a e �����Jllllll�� a a 2 HANDICAP SIGN (2 PLACES) 2 O 4. / p. 1 ❑ PAVEMENT MARKINGS 11 TYPICAL PAVEMENT SECTION EASE `° ' !/ , ME'NT 1Ox15 i _ ' �' ` a°, +..,� ,. �'�• 6 O4 6" WHITE (PAINT) AREA FOR; ;BUS � / ,: A 1 1/2 INCH SUPERPAVE ASPHALT SURFACE COURSE STEP FOR - ROUT Q 2 `, A ` ` / � ^�O 4 / \ • 19 � 5 4 4 �� J 6 ❑ 24" WHITE STOP BAR 19APM105 6 INCH LIMEROCK BASE COURSE (LBR = 100) ' 9 36 " "STOP" 12 P" SIGN (FDOT INDEX 11660) Q ENS C.A. 9108 NG. aIANE LLC. 12 INCH STABILIZED SUB -BASE COURSE 3 LBR = 40 ( ) ' i' ;% i / �� 3 4 4 ��0 6„ YELLOW (PAINT) Offl"Do 4ov-zae�e>o LY32801 GRASS AREA V A 7 2 A. 0 24.4' O CD 6" DOUBLE SOLID YELLOW LINES 5 SIDEWALK A / R3 / �` 1 � SITE DATA 6'VERTICAL CURB V A \ \ NOTE: LIMEROCK BASE MATERIAL AND STABILIZED SUBGRADE SHALL BE /� % i O ' ' ! j ` / '/ °e 3 14 R3' 6 R5 � s' �,/ 00 �" 33' ❑1 FLARED HANDICAP RAMP 4 n h--i 's COMPACTED AT A MINIMUM OF 98% OF THE MODIFIED PROCTOR DENSITY AS DETERMINED BY AASHTO T-180. PLACEMENT, DENSITY, AND MOISTURE -� A. CONTENT OF PAVEMENT, AND SUBGRADE MATERIAL IS TO BE IN �� �� \ <�✓' 9-� ,� / 3 s 10 2 4 p� Ste. ro Q 7 3 4 5 - ❑2 DRIVEWAY CORNER RAMP 3 ❑ W ACCORDANCE WITH SPECIFICATIONS AND RECOMMENDATIONS CONTAINED IN INVESTIGATION REPORT BY BLUE MARLIN ENGINEERING \ \ / �O �./ ` 6 5 �� N ` DETECTABLE WARNING - TRUNCATED DOMES 4— THE GEOTECHNICAL \4, \ CONTRACTOR SHALL COORDINATE TESTING OF THESE PARAMETERS WITH THE % SOIL TESTING COMPANY. �� Q 6 ' r PARKING DRIVEWAY PARKING 1 ' �S// � ,i �� N N 3 6 20 C14 ► A O �� 4 %� �3' �' \' (/) 730' 7 ❑ 6" CURB ❑5 6" RAISED MONOLITHIC CURB AND SIDEWALK 13 IJ 4 �• 3 ❑6 TYPICAL ASPHALT PAVEMENT 11 n DRIVE DO oO 6 W ❑ HEAVY DUTY ASPHALT PAVEMENT FOR e 6A DRIVEWAYS AND DELIVERY AREA T l �./ 6 5 4 \ �' 11 ❑7 DRAINAGE STRUCTURE 1 3 2 �O ��� ♦ ' / (D TYPICAL PAVEMENT SECTION ,' 9�� �� �; : �s', ., �'� v ;' 45' A n �` r- �'\ --�: -6 _ ; - DUMPSTER CONCRETE PAD 13 14 t5 3 0 AND 6° 4. C4. MASONRY ENCLOSURE 4 4 l �-, _ �'-� PARKING ARE S E RA IV THROUGH LANES ;, A / NT NCE DR ES/ Ql 2 INCH SUPERPAVE ASPHALT ?<"_c \ „- �' / 15 17 N89 57 1" \ f / / / \ .: ! 5 _ _ _ _ .___..___ _ _ f 33 W 223.47 �) 16 / 2 3 16 g 6" CONCRETE BOLLARDS (12 TOTAL) ❑ 5 CONCRETE SIDEWALK e 10 (PER FDOT INDEX 310) 4• P4 2 \ \" 13 10 \ , I JL �''/ it FEET INFAMILY DHE HT ANDOLLAR WILLBEGSURROUNDED N NOT TO XCYED 8 r, rTl 10 INCH LIMEROCK BASE COURSE LBR = 100 ( ) :\. _ _ .. _-. - __._....__ _. .....: .....�_.. _:... 10 =,..- STUCCO FINISH TO MATCH THE BUILDING. 12 INCH OF WELL -DRAINING STABILIZED SUBGRADE (LBR = 40) 3 STABILIZATION TO CONSIST OF COARSE ADMIXTURES SUCH AS LIMEROCK SCREENINGS, RECYCLED CONCRETE OR CRUSHED SHELLS \ _._,___.____-_ \- s: � , 3 2 0 ___-- _.--._.._ � .._ _ ._-___ _�__..___ _ THESE PLANS AND ALL PROPOSED WORK HANDICAP A ROUTE SLOPES NOT TO 12 ACCESSIBLE ❑ EXCEED 5% IN THE LONGITUDINAL DIRECTION AND 2% CROSS SLOPE I NOTE: LIMEROCK BASE MATERIAL AND STABILIZED SUBGRADE SHALL BE AVENUE D ARE SUBJECT TO ANY COMECTIONS COMPACTED AT A MINIMUM OF 98% OF THE MODIFIED PROCTOR DENSITY AS DETERMINED BY AASHTO T-180. PLACEMENT, DENSITY, AND MOISTURE CONTENT OF PAVEMENT, AND SUBGRADE MATERIAL IS TO BE IN , � 205,8' `flfOUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY Ill ORDER TO --- 13 EXISTING SIDEWALK TO REMAIN ❑ 14 PEDESTRIAN CROSSWALK STRIPING PER FDOT INDEX ❑ € ACCORDANCE WITH SPECIFICATIONS AND RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL INVESTIGATION REPORT BY BLUE MARLIN ENGINEERING 'ref Ism wm WIC `.CWJI?LYYYITHALLAPPLICA,BLECOflf3. 17346, SHEET 3 OF 14 (2 - 12° WHITE PAINT) CONTRACTOR SHALL COORDINATE TESTING OF THESE PARAMETERS WITH THE �f�;'' � �\ %°- ' 15 WATER METERS AND BACKFLOW PREVENTORS \ SOIL TESTING COMPANY.16 _ _,__ PARKING DRIVEWAY PARKING � DRIVE ... "' = _ - (_ _ — — = — — — LEGEND4. i6 12" RIBBON CURB 17 FIRE HYDRANT MINOR SITE PLAN TYPICAL PAVEMENT SECTION 18 LOADING ZONE Project # \ HEAVY DUTY PAVEMENT SECTION 1 9 19 WHEEL STOP 4. 2 3 O HEAVY DUTY ASPHALT SECTION �� \ `� WPP WOOD POWER POLE CALL 48 HOURS CPP CONCRETE POWER POLE BEFORE YOU DIG 20 STREET TERMINATION SIGNS (6 TOTAL) 10 4. SB15004 Date Sheet � �®9 W WATER MAIN It's the Law! FM FORCE MAIN 1-800-432-4770 21 LIFT STATION ❑ 10 09/19/2016 Scale —Cleo 22 HVAC UNITS SS SANITARY SEWER SUNSHINE STATE ONE CALL OF FLORIDA, INC. 1"=20' OE OVERHEAD ELECTRIC S89057'03"E 342.00'(C) STORMWATER RETENTION AREA 28 FAMILY DOLLAR o,% ��✓� , �� 89186 SF ✓ /\ 3 o O `< 18 17 1 20 FDEP NOTES < \ p V 1.: MINIMUM VERTICAL AND HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND SANITARY SEWER MAINS TO COMPLY WITH RULES 62-604.400(2)(G) - (1), F.A.C. AND 62-604.400(3), F.A.C. AS NOTED BELOW. (057 SEWERS AND FORCE MAINS SHALL BE LAID AT LEAST TEN FEET (OUTSIDE TO OUTSIDE) 12 13 \ v, HORIZONTALLY FROM WATER MAINS. PROVIDED THE APPLICANT DEMONSTRATES THERE IS NO REASONABLE ALTERNATIVE, THE DEPARTMENT SHALL APPROVE SMALLER HORIZONTAL 11 SEPARATION DISTANCES FOR SEWERS IF ONE OF THE FOLLOWING CONDITIONS IS MET: W W W W W .. 1. THE TOP OF THE SEWER IS INSTALLED AT LEAST 18 INCHES BELOW THE BOTTOM OF THE POTABLE WATER LINE. - 2. THE SEWER IS ENCASED IN WATERTIGHT CARRIER PIPE OR CONCRETE. - ,\ 3. 3. BOTH THE SEWER AND THE WATER MAIN ARE CONSTRUCTED OF SLIP—ON OR \ MECHANICAL JOINT PIPE COMPLYING WITH PUBLIC WATER SUPPLY DESIGN STANDARDS AND PRESSURE TESTED TO 150 PSI TO ASSURE WATERTIGHTNESS. 4. THE APPLICANT PROVIDES DOCUMENTATION ACCOMPANYING THE PERMIT APPLICATION SHOWING THAT ANOTHER ACTIVE WATER ALTERNATIVE WILL RESULT IN AN EQUIVALENT LEVEL OF RELIABILITY AND PUBLIC HEALTH MAIN (NOT FIELD \ PROTECTION. LOCATED) EXCEPT AS PROVIDED IN SUBSECTION 62-604.400(3), F.A.C., SEWERS AND FORCE MAINS _ \\ SHALL BE LAID AT LEAST THREE FEET (OUTSIDE TO OUTSIDE) HORIZONTALLY FROM ANY EXISTING OR PROPOSED RECLAIMED WATER LINE PERMITTED UNDER PART III OF CHAPTER ' 62-610, F.A.C. SMALLER HORIZONTAL DISTANCES SHALL BE APPROVED IN ACCORDANCE --- ^(--- -"-- -"+� \ WITH SUBSECTION 62-610.469(7), F.A.C. ^' ` SEWER PIPES AND FORCE MAINS SHALL CROSS UNDER WATER MAINS, UNLESS THERE IS ' NO ALTERNATIVE. SEWERS AND FORCE MAINS CROSSING WATER MAINS OR RECLAIMED - WATER LINES PERMITTED UNDER PART III OF CHAPTER 62-610, F.A.C., SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. THE MINIMUM VERTICAL SEPARATION' ` SHALL BE MAINTAINED WHETHER THE WATER MAIN IS ABOVE OR BELOW THE SEWER. FOR SEWER CROSSINGS, THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS ARE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER MAIN JOINTS. ADEQUATE REQUIRED FIRE FLOW STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER OR FORCE MAIN TO MAINTAIN LINE AND GRADE. FOR SEWERS, PROVIDED THE APPLICANT DEMONSTRATES THERE IS NO PER ST. LUCIE COUNTY CODE ,\ �y REASONABLE ALTERNATIVE, THE DEPARTMENT SHALL APPROVE SMALLER VERTICAL A SEPARATION DISTANCES IF ONE OF THE FOLLOWING CONDITIONS IS MET: V 1. THE SEWER IS ENCASED IN A WATERTIGHT CARRIER PIPE OR CONCRETE. 2. THE SEWER IS DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE AND PRESSURE TESTED TO 150 PSI TO ASSURE WATERTIGHTNESS. r 3. THE APPLICANT PROVIDES DOCUMENTATION ACCOMPANYING THE PERMIT APPLICATION SHOWING THAT ANOTHER ALTERNATIVE WILL RESULT IN AN EQUIVALENT LEVEL OF RELIABILITY AND PUBLIC HEALTH PROTECTION. IF THERE ARE CONFLICTS IN THE SEPARATION REQUIREMENTS BETWEEN COLLECTION SYSTEMS AND DRINKING WATER FACILITIES ESTABLISHED IN SUBSECTIONS (1) AND (2) ABOVE AND THOSE ESTABLISHED IN CHAPTER 62-532 OR 62-555, F.A.C., THEN THE FIRE AREA 8186 SF CONSTRUCTION AREA COMMERCIAL MINIMUM REQUIRED FLOW 1200 GPM REQUIRED RESIDUAL PSI 20 `. 16 IJ 24 S89057'03"E 628.47'(D)(C)(M GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. UTILITY DATA ALL PIPE LENGTHS ARE APPROXIMATED AND FOR REFERENCE ONLY ALL UTILITY DETAILS ARE CONCEPTUAL AND SUBJECT TO REVIEW AND MODIFICATION DURING APPROVAL OF FINAL CONSTRUCTION PLANS. SANITARY SEWER C BLDG. STUBOUT ® INV. = 20.00 1 15 LF-6" PVC SDR 35 ® 1.0% C4. 4 O C.O. INV. = 19.93 C4 0 12 LF - 6" PVC SDR 35 @ 1.0% e C4. O CONNECT TO PROPOSED LIFT STATION e (MNV.=19.50 2 O 2" POLYETHYLENE FORCE MAIN TO CONNECT TOP PROPOSED 4' FORCE MAIN ALONG AVENUE D. 4"x2N4" TEE INLINE VALVE N10 Os 146 LF 4" PVC C900 DR-14 F to RESTRAINT CAP 1 3 ` �� DOMESTIC a 4 S 5 �7 n CONNECT TO 6" WATER MAIN WITH SN6" a 1tl lle®� s TAPPING SLEEVE AND VALVE 4' �`� 33Ni'�N O MJ ADAPTORS FOR TRANSITION TO PVC �' `�� '� 180 LF 6" HDPE C900 DIRECTIONAL DRILL 4 W �m * QSQ+ s` is MJ ADAPTORS FOR TRANSITION TO PVC'. O` Si1 15 ISOLATION VALVE & 6"x6N2" TEE i�j• , �`" s >, ® Stephens. Barrios Bet°II Brokerage-D""ment CIA Englnearinq s` is 31 LF - 2 SDR-9 HDPE WATER LINE n 2"x2"x1" TEE 4,5 �Ill111111� to 5/8" VALVE; 5/8' METER AND 5/8" 3 s RPZ BACKFLOW PREVENTER 19 295 LF 3/4" POLYETHYLENE DOMESTIC e SERVICE LINE C4. ass IRRIGATION �s 1-1/2" VALVE, 1" METER, AND 1" RPZQ ENGLNEE12fNG, LL s\ U 20 4. C.A. #29108 BACKFLOW PREVENTER 605 DELANEY AVE ss I O 21 1-1/2" POLYETHYLENE IRRIGATION ORLANDO. FL 32801 �s SERVICE LINE 407-286-2810 S\ (� FIRE O 6"x6"x6" TEE e ss� 23 FIRE HYDRANT CONNECTION W/6" GATE '4; ss O VALVE N za FIRE HYDRANT °f r F� s N 25 187 LF 6" PVC DR-18 12.rT1 x \ 2s END OF THE WATER MAIN. 6' GATE N` 0 0 VALVE AND BLOW -OFF 4. (n PHONE i 27 CONTRACTOR SHALL COORDINATE CONDUIT W SIZE, CONNECTION POINT, AND SERVICE WITH TELEPHONE SERVICE PROVIDE PRIOR TO CONSTRUCTION a � l 7 ELECTRIC V CONTRACTOR SHALL COORDINATE CONNECTION \ POINT, SERVICE SIZE, AND CONSTRUCTION OF FM FM TRANSFORMER PAD WITH ELECTRIC SERVICE PROVIDER PRIOR TO CONSTRUCTION. i ^ / LZ, CONTRACTOR TO INCLUDE ANY AND ALL �1 nnrT Inl nnlnlAl Al nnt.ICTDI I/`TInAI - ."`.� FtJJV41r•1ILU ..VJI uvyllvuv�� I j - _.. --- ____... �_ -- BUDGET FOR INSTALLATION OF PRIMARY AND 23 �189°57'33"V 223.47 . C W W W SECONDARY EMPTY CONDUITS WIRES AND WIRES AS REQUIRED BY ELECTRICAL PROVIDER. " n/ 15 22 2s rHWtM UTILITY NOTES NC` - ARE SMECT TQ ANY CORRECTIONS CONTRACTOR SHALL VERIFY EXACT ELEVATION pa AV i V `caft'REQUIRED BY FIELD INSPECTORS THAT OF ALL EXISTING UTILITIES AT ALL CROSSING �> \ 141AY BE NECESSARY IN OFFD'tM TO AND CONNECTION POINTS PRIOR TO THE MI n COMMENCEMENT OF ANY CONSTRUCTION E kir in Y CO.,FAI ,.V WITH ALL APr L)Ck�d.E CC?iIES. AVENUE D • REQUIREMENTS IN CHAPTER 62-532 OR 62-555, F.A.C., SHALL APPLY. , RELATED ACTIVITIES. NOTIFY ENGINEER \ IMMEDIATELY OF ANY DISCREPANCIES. CONTRACTOR TO BEGIN SANITARY INSTALLATION 11 � AT POINT OF CONNECTION. CONTRACTOR TO MAINTAIN 18" VERTICAL UTILITY PLAN SEPARATION BETWEEN WATER MAIN AND SANITARY SEWER MAIN. ALL PROPOSED INFRASTRUCTURE IMPROVEMENTS PRIVATE OR PUBLIC MUST BE CONSTRUCTED IN ACCORDANCE WITH. FORT PIERCE UTILITIES AUTHORITY MINIMUM DESIGN CONSTRUCTION STANDARDS. project # SB15-004 Date 09/19/2016 Sheet CALL 48 HOURS BEFORE YOU DIG REFER TO SHEET CO.0 FOR GENERAL NOTES, SPECIFICATIONS, AND LEGENDS, IN ADDITION TO It's the Lawl 1-800-Q2-4770 SITE -SPECIFIC NOTES AND REQUIREMENTS. FPUA REQUIREMENTS TO SUPERCEDE ALL OTHER COMMENTS & NOTES. ( U2 • ` Scale 1"=20' SUNSHINE STATE ONE CALL OF FLORIDA, INC.