The URL can be used to link to this page

Home My WebLink AboutPLANSDIVISION OF FORESTRY L- — — — — — — — — — — — — 0 0�� Li L�j u_( _j _j f/11 EDWARDS ROAD — — — -- — — — — — — — — — — — — — — — CHAIN —LINK FEN( Z �j �j _j D LQCATION MAP N,T S. LIST OF DRAWINGS SHT. No. D WG. N o. TI TLE GENERAL 1 G-1 TITLE SHEET, LOCATION MAP AND DRAWING LIST CIVIL 2 C-1 EXISTING SITE/DEMOLITION PLAN 3 C-2 FINAL SITE PLAN MECHANICAL 4 M-1 MISCELLANEOUS DETAILS ELECTRICAL 5 E-1 ELECTRICAL SYMBOLS AND GENERAL NOTES 6 E-2 ELECTRICAL SCHEMATIC DIAGRAMS 7 E-3 ELECTRICAL SITE PLAN 8 E-4 ELECTRICAL FLOOR PLAN MZENAND SAWM Environmental Engineers & Scientists FUEL CILITY RENOVATION FDER FACILITY No. 368631078 IIIIIIIIIIIIftz %W411101 0000- 401"1 LCNt;d9ow JUNE, 1997 BOARD OF COUNTY COMMISSIONERS GARY D. CHARLES PAULA LEWIS JOHN BRUHN CLIFFORD BARNES KENSATTLER CHAIRMAN VICE CHAIRMAN COMMISSIONER COMMISSIONER COMMISSIONER COUNTY ADMINISTRATION DOUGLAS M. ANDERSON ADMINISTRATOR CENTRAL SERVICES DEPARTMENT NICK DRAGASH CENTRAL SERVICES ADMINISTRATOR PLANS REVIIF�VE�BY: NAME: DATE: (5 A ST. LUCIE COUNTY HEALTH DEPARTMENT STORAGE TANK PROGRAM ST. LUCIE COUN I�Y.F'F. PIERCE FIRE DISTRICT fflL1FAFD.F 10 �PA N�' M-W, _11-1-4 wa-myls mul C1 I MO N By. )OHN 11AYDa DATE: zzz COMP"allce tO: I. N.EPA. 101 JOS� "I K C, Standard Buildino Code F 2. No. _48077 -3-. StatP Fire Marshal Rules 4. Local Fire Codes THIS APPROVAL DOES NOT RELIEVE THE PERMIT HOLDER FROM COMPLYING WITH ANY CODE REQUIREMENTS THAT ARE NOT SPECIFICALLY COVERED IN THE PLANS REVIEW PROCESS. �ELAM'2 REUEW DES ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR coMDI NICE Rk VIrVVED B D4TE_ 4T 11_"N�IANO ER��jj" MUSI BE KEP-1 ON jo;: j, 0 NO _tECT �C)N 11 -V-Ife TITLE SHEET, LIST OF DRAWINGS AND LOCATION MAP SHEET 1 OF 8 DRAWING No. G-1 "! I1 I I ., , . ,, 1. 'r , � 1 1 :t ! 1 1. "1 ; , 1 j ,, I I " PO. BOX 3030 FT. PIERCE, FIL 34950 TELEPHONE: (407) 462-2312 FAX: (407) 462-2325 CL NO. 6/)3/97 DATE T� CID 0 ?V MW-7 BIDDING ISSUED FOR DESIGNED J.J.F. DRAWN T. A. F. CHECKEC, pRr : 1 1, J.J. F. 2" PVC WTR SVC. OE 17 ---- ---- BE OE __ZZ OF PIEZ-B G 1 9=96 Mw- 10 C Li ASPHALT_.,O' PARKING --'-PAVEMENT (LIMESTONE) ASPHAI T PAVIEVFNI GENERAL NOTES: 71 7 24" MANWAY (TYP.) PLACE TANKS (9'-6"x34'-O') 1. ELEVATIONS BASED ON NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.) N PA > f PRIMARY TANK DS AS SHOWN 1929, ELEVATIONS WERE PROVIDED BY THE COUNTY AND WERE NOT FIELD CL VENT (TYP.) 12'-0"x40'-O" PADS VERIFIED. EMERGENCY VENT (SEE DWG. M-1 MID.) MISCELLANEOUS DETAILS) 2. CONTRACTOR RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO DIGGING. ANY DAMAGE TO EXISTING UTILITIES, WHETHER AREA TO BE SODDED LADDER SHOWN OR NOT SHOWN IS THE RESPONSIBILITY OF THE CONTRACTOR. EXISTING UTILITIES, AS SHOWN, ARE APPROXIMATE AND MUST BE FIELD FUEL LEVEL FUEL LEVEL GAUGE VERIFIED. GAUGE (TYP.) MECHANICAL I FUEL SUPPLY-\, a 0 3. CONTRACTOR TO COORDINATE WITH THE COUNTY FOR RELOCATION (AND/OR) I (TYP.) BOLLARDS (TYP.) ABANDONMENT OF UNDERGROUND CONFLICTS. I INTERSTITIAL (SEE DWG M-1 1 0 4. CONTRACTOR TO RESTORE ALL STREETS, DRIVEWAYS, LANDSCAPING AND MONITOR �,-�UNLEA" FUEL) FOR DETAILS) ANY OTHER ITEM DAMAGED AS A RESULT OF CONSTRUCTION. k-) kj k-1 It 3" 304 S.S. TANK I --I I FILL (TYP.) 5. CONTRACTOR SHALL REPLACE IN KIND ALL ITEMS DAMAGED BY HIS 2'-6" WALI 779-- -C I D REMOTE TANK OPERATIONS. 7 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VISIT HOB SITE _O" CRO WALK MEASUREMENT I 7711 10' CI I HANDRAIL -END MOUNTED �,Ryurmu PRIOR TO BIDDING. W� I VII I MKITAIKILA17"KIT QnV M A - )-(DIESEL: FiUEL) I I I .1 .. (TYP.) 7. EXISTING SUBMERSIBLE PUMP COVER PLATES SHALL REMAIN AFTER TANK 0 G= FUEL LEAK DETECTOR - I I I ADAKin SEE DWG. M-1 FOR DE It 1-) 5-0 SAW CUT EXIONG I TAILS ASPHALT PAVEMEN V T 8. ALL PIPING/CONDUIT TRENCHES THROUGH EXISTING ASPHALT/CONCRETE .__-_T (SEE RESTORATION SHALL BE RESTORED NTH CONCRETE ONLY. I DETAIL DWG. MI-1) ST. I LWIL COUNTY I I c cza. 1 f , I SERVICE GARAGE 750 C�AL 9. THE CONTRACTOR SHALL INSTALL CONCRETE FUEL ISLANDS FOR THE UNLEADED FUEL AND DIESEL FUEL DISPENSERS TO THE SAME DIMENSIONS AS THE EXISTING ISLANDS. M W 5 J A DiR I 10� EXISTING WHEEL STOPS SHALL BE PLACED ALONG THE SOUTH SIDE OF THE FUEL TANKS AS DIRCIETED BY THE ENGINEERS. 11. THE CONTRACTOR SHALL PATCH ALL ASPHALT BETWEEN THE FUEL TANK FLIEL MASTER PANEL/\ /DIRT FOUNDATION PADS AND THE SAW -CUT EDGES. ZZZ-Z z _Z_ Z_ ___z. _Z_ 11 12. CONTRACTOR SHALL CUT AND CONNECT TO THE EXISTING AIR AND WATER SAW CUT EXIST. ASPHALT I SERVICE PIPING. INSTALL ISOLATION VALVES IN ACCORDANCE NTH THE AND CONCRETE (SEE TRENCH SPECIFICATIONS. 1/2' GALV. AIR DETAIL ON DWG. M-1) (TYP.) LINE (OVERHEAD) 13. PROVIDE UNIONS AND ISOLATION BALL VALVES ON EACH FUEL SUPPLY LINE. CON CRE TE LOCATE UNION AND ISOLA11ON VALVE WITHIN A FOOT OF THE PUMP HEAD ��AVFMEN 1 3/4" GALV. WATER DISCHARGE ASSEMBLY. --f SERVICE (OVERHEAD 2" UNLEADED FUEL 14. FRP SECONDARY CONTAINMENT PIPING SHALL BE ROUTED ABOVEGROUND 4" STD. PIPE COLUM (Typ.) AIR/WATER SERVICE W., t SUPPLY LINE NTH I UP TO THE ISOLATION VALVES. I SECONDARY CONTAINMENT SEE DWG. M-1 FOR ETAILS DISPENSER I PIPING (TYP.) REPLACE 'UTTER DOWNSPOUTI— UNLEADE FUEL DISPENSER N T__ -2 CW CZ�Q. 2 9 ZBOLLARDS (TXP.) U14LEADED P( MP ISLAND SEEj DWG. M-� FOR DETAILS L i OW RE i L Vw_1 C. -i qm� I t LEGEND V w I-) D DIESEL DISPENSER- 2" DIFSEL SJPPLY LINE NTH SECONDARY CONTAINMENT PIPING (TYP.) SEPTIC TANK MW-4 PIEZ WELL DIESEL ISLAND L L / BOLLARDS (TYP.) MW-1 0 MONITOR WELL (-,w 'I (SEE DWG M-1 CW-4 E COMPLIANCE WELL E FOR DETAILS) RW-3 Fo� RECOVERY WELL PIEZ-A 0 PIEZOMETER X dh ASPHALT POWER POLE ASPHALT PAVLMEN j TELEPHONE POLE PAVEMENT COMBINATION POLE CONCRETE PAVEMENT LIGHT POLE PALM TREE LIMESTONE AVA PAVEMENT MW-8 OE OVERHEAD ELECTRIC > < 0- > C,_ < BE — — — BURIED ELECTRIC z --- — --- OT OVERHEAD TELEPHONE BT - - - BURIED TELEPHONE 0 I w Zi PVC CITY WATER SERVICE r? < WTR SVC. X� BT 10 5 0 10' RW-2 1 10'-0" 'CALL CONTRA(�I� ST. LUCIE COUNTY JUNE, 199.7 RAMAID SAWM CLIENTro PROJECT: CENTRAL SERVICES Environmental Engineers & Scientists - - - ------ - FINAL SI TE PLAN 8 ENGINII RS PROJECT� 4565 FUEL FACILITY RENOVATION C-2 P. E. N o. 4 8 0 7 7 �.i I", HOLLYWO01) BOCA RAIJI4 FT PIERCE NA[ I i Ii N [ lq 11 '1 k, CAD RI FERENCE, 4565C2 EXISTING 14 B 22 (STEEL CANOPY SUPPORT BEAM) 13/8" (FIELD VERIFY) + 13/8" (FIELD VERIFY) 11 �-- (4) 13A6" HOLES IN FLANGE NEW 5"6"0/4" COP PLATE WITH (4) 3/4" A307 GALV. BOLTS. (NOTE: MATCH BOLT HOLES TO EXISTING HOLES IN FLANGE) PROVIDE NEW 4" STANDARD PIPE COLUMN. (.237" MIN. WALL THICKNESS) DETAIL 2 T 1/2'=�—C" 470 PIPE COLUMN W/NEW 12"xl2"x3/4" BASE PLATE AND (4) 3/4" "HILTI" ADHESIVE PROVIDE NEW 4" STANDARD PIPE COLUMN. CONCRETE ANCHORS. (.237' MIN. WALL THICKNESS) (ALL HARDWARE TO BE S.S.) 11/2" GROUT LEVELING NUTS (TYP.) V* 4. 4 4 :z TOP OF EXISTING SLAB V) J4, _J_ 4 4 M M 41 'o 4 4 < .4 t CUT EXISTING PIPE COLUMN AT L_-_ -Alf! EL. 21.00± (TOP OF EXISTING SLAB). FILL CUT PIPE WITH ___1 L Z_ T_ CONCRETE (Fc=3,000 PSI IN 28 DAYS MINIMUM). _�j J I L < < V DETAIL 1 1 1/2"=l'—O" EXISTING 14 B 22 ND—Tf— SEE DETAIL 2 (STEEL CANOPY SUPPORT BEAM) 1. SHORE EXISTING STEEL BEAM (14B22) AT EACH EXISTING COLUMN LOCATION. 2. REMOVE (4) 3/4"0 EXISTING BOLTS THAT ARE BOLTED TO THE STEEL BEAM FLANGE. 3. CUT AND REMOVE POR11ON OF EXISTING CONCRETE ISLAND AT PIPE COLUMN LOCATIONS 4. CUT EXISTING PIPE COLUMNS AT TOP OF SLAB (AT EL. 21,00±). 5. REPLACE CUT—OUT PORTION OF CONCRETE ISLAND NTH NEW CONCRETE POUR. 6. PROVIDE TWO NEW 4"0 STANDARD PIPE COLUMNS AT EXISTING COLUMN LOCATIONS. (SEE DETAILS 1 AND 2) CUT EXISTING CONCRETE ISLAND 7. APPLY PROTECTIVE COATlNG OF PAINT IN AT COLUMN LOCATIONS. ADD NEW ACCORDANCE NTH DIVISION 9. CONCRETE POUR TO REPLACE CUT PORTIONS OF ISLAND. SEE DETAIL 1 CONCRETEISLAND 7 EL. 21.00± 4 4 44 4 A 7 T EXISTING SLAB -;;.- 4 — 1 4 EXISTING FOOTING 14 4 _1 . 4 A 4" STD. PIPE COLUMN CONNECTION DETAIL 3/4"= 1'-0" 9t7 300INIC N DATE ISSUED Ff I-, DESJC,f�LD JJF. DRAW, --- T.A.F. J. J. F. PROT ENGR J J F —j--J F BY CUT EXISTING PIPE COLUMN AT EL. 21.00± (TOP OF EXISTING SLAB). FILL CUT PIPE WITH CONCRETE (Fc=3,000 PSI IN 28 DAYS MINIMUM). 7 2'— 6_ _F ____ __ _ __11— O"____ I ,--#5 0 12" O.C. TOP & BOT. EACH WAY (TYP.) NI Lj PROVIDE 3/4" CHAMFER EL. 20.25 ON ALL EXPOSED EDGES 12" MAT 12" LAYER (MIN.) A N 60r P, E. No. 48077 1z;111,97 4" THICK WALKWAY WITH 6x6 10AO W.W.F. OR #3 0 12- O/C SOT. FUE1 TANK FOUNDATION MATS PLAN 1/4"=V-0" WELL COMPACTED STRUCTURAL FILL (SEE SPECS.) 1/2" EXP. J A T/ EL. 20.25 VAPOR BARRIER SOIL LEVEL (TV.) SECTION 1 /4"—l'—O" ffiM AND SAWM Environmental Engineers & Scientists MIAMI HOLLYWOOD - BOCAIRATON ` - Fli[RCE - RALFIGH - NFW YORK 6" 3.000 PSI CONCRETE 0 28 DAYS WITH 3x3 1OA0 W.W.F. SURFACE JOINT SAW CUT EXISTING C . ONCRE I TE 6 THICK� EXISTING ASPHALT 11/2'± THICK o4 4 A a 4 3" ... ....... 6" WIDE WARNING TAPE RED NTH BLACK LETTERS "CAUTION BURIED FUEL LINES" 11/2. 12 ---- 12" CLEAN STRUCTURAL BACKFILL MATERIAL 116) 2- FUEL SUPPLY (TYP.) J" FRP SECONDARY 'A CONTAINMENT PIPING (TYP.) 6* CLEAN STRUCTURAL VARIES FILL BEDDING MATERIAL 2 #5 5'-0- LG. @3" O.C. EACH SIDE TOP & BOTTOM LADDER PAD > PROVIDE 90* STANDARD HOOK END EACH END, EACH WAY I I a I,1_I[NT'S PROJEC�: AS NOTED EN(NEERS PROJrCT 4565 CAP REFER� N(_ E 4565MI TYPICAL TRENCH/PAVEMENT RESTORATION DETAIL N. T. S. uj 12- 0 _j CN "�Lq �6' �6' 05ION 10 XPL 50L 1, C OTH OF �51ONOOX �Icp 01 VON 00o0 55 11ONG opc 5C 0 1 �y 5�1` r CL y PIRO4 p LL 51'A I �510 Ov� NOTES: 1. COMPACT BEDDING AND BACKFILL TO 98% DENSITY IN ALL ASPHALT/CONCRETE AREAS AND TO 95% DENSITY ELSEWHERE.(AASHTO—T-180) 2. ASPHALT/CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED. 3. TRENCH WIDTH SHALL VARY AS NEEDED DEPENDENT UPON NUMBER AND SIZE OF PIPES BEING INSTALLED. pl()O fo Ulf O�qulf C ONO �G� HT H G 5��'106 ep TIGOOX. CNO 'x �Ly 0MO 0J."ON NOTI (5up To J0195. OUIT Do' C Goo GON Lcxl" IN 3 rl�oo 00 ojp�v AS fpo ff C - + OOC of No IN RO OGOON 0[f?'yOp C C CON CONOAF'�c (TY, Oco y LI to, 5 MUPPL SLOPE TOP FOR POSITIVE WATER RUNOFF 6"0 SCH 40 STEEL PIPE FILLED WITH CONCRETE AND PAINTED SAFTY YELLOW IN ACCORDANCE NTH DIVISION 9 PAVEMENT/CONCRETE I - — BOLLARD DETAIL N. T. S. I CLASS "137. CONCRETE ENCASEMENT ST. LUCIE COUNTY CENTRAL SERVICES FUEL FACILITY RENOVATION FUEL LEAK DETECTOR N. T. S. MISCELLANEOUS DETAILS DATE JUNEo 199 ___ 4 DRAWNG M-1 INLREOC T Ra I C � PLAN SINGLE LINE DIAGRAM SCHEMATIC DIAGRAM GENERAL NOTES BUS EXISTING ACR OSS- THE -LINE, NON REVERSING 1 MINIMUM DEPTH FROM TOP OF UNDERGROUND CONDUITS TO FUTURE Fli NEMA SIZE 2 MAGNETIC STARTER CONTROL RELAY OR COIL FINISHED GRADE SHALL BE 24". EXAMPLE f 2TD TIME DELAY RELAY NO. 2 FUSE NEMA SIZE 4 MAGNETIC STARTER, 1CR CONTROL RELAY NO. 1 2. CONTRACTOR SHALL RESTORE PAVEMENT WITH CONCRETE, EXPOSED CONDUIT PW - PART WINDING, REV - REVERSING 1M STARTER NO. 1 MAIN COIL AFTER COMPLETION OF THE CONDUIT INSTALLATION. SEE FHI PW RV - REDUCED VOLTAGE, AUTO - AUTO TRANSFORMER FRES] RESISTOR, (FIXED) CONDUIT RUN UNDERGROUND OR IN CONCRETE 2SPD-2W - TWO SPEED, TWO WINDING TRENCHING DETAIL ON DRAWING M-1. CONDUIT RUN IN WALLS, CEILING SPACE CONTACTOR, SIZE I AS NOTED 1CR2 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONDUIT z N.C. CONTACT, CONTROL RELAY NO. 1. CONTACT NO. 2 POTENTIOMETER TYPE RESISTOR, (CONTINUOUSLY ADJUSTABLE) AND WIRING INSTALLATION FOR ALL VENDOR PROVIDED EQUIPMENT. OE— OVERHEAD ELECTRICAL LINE MANUAL MOTOR STARTER NTH OVERLOAD 2CR1 0 IF THE SHOP DRAWINGS DIFFER FROM THE DESIGNED FACILITIES, —or— OVERHEAD TELEPHONE LINE PROTECTION if N.C. CONTACT, CONTROL RELAY NO. 2, CONTACT NO. 1 THE CONTRACTOR SHALL REDESIGN THE FACILITIES AND SUBMIT 0 INDICATING LIGHT: THE REVISED DESIGN FOR ENGINEER'S APPROVAL ALONG WITH HOME RUN TO PANEL "LP1-. CIRCUITS #1,3,5, 50A 0--10 TORQUE SWITCH, (SPECIFY WHEN OPEN) A -AMBER OP -OPALESCENT THE SHOP DRAWINGS, THERE SHALL BE NO ADDITIONAL COST TO CROSS MARKS INDICATE NUMBER OF CONDUCTORS. T MOLDED CASE CIRCUIT BREAKER, 3 POLE UNLESS NORMALLY OPEN LIMIT SWITCH B-BLUE P-PURPLE THE OWNER FOR THE REDESIGN NOR FOR THE INSTALLATION. LONGER MARK INDICATED NEUTRAL CONDUCTORS OTHERWISE NOTED: 50A - TRIP RATING IN AMPERE C-CLEAR R-RED LP1-1,3,5 SHALL BE NO. 12 UNLESS OTHERWISE NOTED. OR NA - NON -AUTOMATIC G-GREEN W-WHITE CONDUIT SHALL BE 3/4- UNLESS OTHERWISE NOTED. MCP - MOTOR CIRCUIT PROTECTOR NE -NEON Y-YELLOW 4. ALL LOCATIONS OF EQUIPMENT, PANELS ETC. ARE SHOWN FOR CONDUIT SIZES NOT IDENTIFIED SHALL BE 3/4"C AF - FRAME SIZE (225 AMPS NOTED) O-ORANGE ILLUSTRATION PURPOSES. CONTRACTOR SHALL VERIFY EXACT MINIMUM WITH 2 #12. 225AF AT - TRIP RATING (125 AMPS NOTED) 0<70 NORMALLY CLOSED LIMIT SWITCH LOCATION AND SIZE AND INSTALL AS SUCH WITH CORRESPONDING )125AT �R PUSH -TO -TEST INDICATING LIGHT FLOAT TYPE LIQUID LEVEL SWITCH, 0 CONDUIT STUB -UPS. NOTED". 0�f CLOSING ON RISING LEVEL _T TELEPHONE CONDUIT ONLY. �UNLESS OTHERWISE T -*a)>- MEDIUM OR HIGH VOLTAGE DRAWOUT BREAKER 5. CONTRACTOR SHALL REMOVE ALL ELECTRICAL EQUIPMENT THAT CONDUIT RUN - CHANGE IN ELEVATION DRAWOUT BREAKER, SIZE AS NOTED FLOAT TYPE LIQUID LEVEL SWITCH, ELAPSED TIME METER IS NOTED TO BE REMOVED AND TURN OVER TO OWNER. _06 6)>- EO - DENOTES ELECTRICALLY OPERATED OF OPENING ON RISING LEVEL H 0 CONDUIT BENDS TOWARD OBSERVER -0EaH �W MEDIUM OR HIGH VOLTAGE STARTER VACUUM OR PRESSURE SWITCH, HEATER 6. CONTRACTOR SHALL REMOVE ALL WIRING BACK TO SOURCE FROM 0 CONDUIT BENDS AWAY FROM OBSERVER 11 �O 0 SURGE ARRESTER CLOSING ON RISING PRESSURE 01� ALL CONDUITS OF EQUIPMENT TO BE REMOVED. CONDUIT CAPPED MOTOR 10 HP NOTED, 3 PHASE A.C. UNLESS NOTED VACUUM OR PRESSURE SWITCH, CROSSING OF CONDUCTORS - NOT CONNECTED 7. ALL CONDUIT RUNS ARE SHOWN DIAGRAMMATIC ONLY. 0 OPENING ON RISING PRESSURE ACTUAL ROUTING OF CONDUITS SHALL BE DETERMINED BY THE FLEXIBLE LIQUID - TIGHT CONDUIT CONNECTION CONNECTION OF CONDUCTORS, FITTING AS CONTRACTOR. OIL IMMERSED TRANSFORMER NTH GROUNDED REQUIRED SECONDARY, KVA SIZE & VOLTAGE AS NOTED. TEMPERATURE ACTUATED SWITCH: INDICATES CONDUIT NUMBER CLOSING ON RISING TEMPERATURE 8. ALL ELECTRICAL INSTALLATION SHALL MEET N.E.C. ARTICLE 514 SEE CABLE AND CONDUIT SCHEDULE DRY- TYPE TRANSFORMER WITH GROUNDED TEMPERATURE ACTUATED SWITCH: DISCONNECT SWITCH AND ALL LOCAL CODES. SECONDARY, KVA SIZE & VOLTAGE RATIO AS NOTED OPENING ON RISING TEMPERATURE TERMINATION IN MCC 9. CONTRACTOR SHALL COORDINATE WITH THE OWNER SHUTDOWN SK KEY- OPERATED SWITCH FLOW SWITCH, (AIR, WATER, ETC,): 0 TIME REQUIRED FOR SWITCHING SERVICE FEEDER AND bAS SID SWITCH AND PILOT LIGHT OV CLOSING ON FLOW INCREASE DISPENSER CIRCUIT BREAKERS OVER TO NEW EQUIPMENT TO 480/120V POTENTIAL TRANSFORMER. FIELD TERMINATION (DEVICES) MINIMIZE DOWN TIME, S MANUAL MOTOR STARTER RATIO AND NUMBER OF PT'S AS NOTED FLOW SWITCH, (AIR, WATER, ETC.): M IT (2) 090 OPENING ON FLOW INCREASE TERMINATION IN CONTROL PANEL 10. ALL CONDUITS SHALL HAVE CLASS 1, DIVISION 1 SEALS AT BOTH SIVIT MANUAL MOTOR STARTER NTH OVERLOAD PROTECTION CT CURRENT TRANSFORMER, I NORMALLY OPEN PUSH-BUTTON. ENDS. FOR REQUIRED LOCATION OF SEALS, SEE N.E.C. 514. DENOTES REFERENCE TO NOTE 1 1100/5 (3) RATIO AND NUMBER OF CT`S AS NOTED 0 0 MOMENTARY CLOSE TERMINATION AT PLC, 1/0 RACK OR 11. ALL AREAS WITHIN 2'-0" TO THE DISPENSER ARE CLASS 1, I.E. - "SEE ELECTRICAL NOTE 1" NORMALLY CLOSED PUSH-BUTTON ANNUNCIATOR PANEL, AS INDICATED. DIVISION 1, ALL AREAS FROM 2'-0" FORM DISPENSER TO GROUND ROD 3/4" X 20'-0-, COPPERCLAD ELECTRICAL INTERLOCK Q-L-9 MOMENTARY OPEN PC LOGIC DEVICE, (SCHEMATIC) 20'-0" FROM DISPENSER IS CLASS 1, DIVISION 2. (UNLESS OTHERWISE NOTED) 0 PANEL MOUNTED DEVICE, (SCHEMATIC) ALL AREAS WITHIN 2'-0" TO THE STORAGE TANK ARE CLASS 1, ELECTRICAL ENCLOSURE OUTLINE Qto 0-t-0 N.O./N.C. MAINTAINED PUSH-BUTTON DIVISION 1 AND ALL AREAS FROM 2'-0" TO 20'-0" FROM THE I -?< _� -3 FIELD OR REMOTE MOUNTED DEVICE, (SCHEMATIC) STORAGE TANK ARE CLASS 1, DIVISION 2. ALL EQUIPMENT SHALL. ELECTRICAL MOTOR OPERATED VALVE, L- MEET THE AREA IN WHICH THE EQUIPMENT IS INSTALLED. FIELD INSTRUMENT I.E. �PSL� PRESSURE SWITCH NTH INTEGRAL REVERSING STARTER (LCP) ON Off FUSE LSH- LEVEL SWITCH HIGH c TWO -POSITION SELECTOR SWITCH: OVERLOAD COIL "SV" SOLENOID VALVE Z"_D H - HAND, M - MANUAL, R - REMOTE, L- LOCAL, "LSL" LEVEL SWITCH LOW 0 0 A - AUTOMATIC, 0 - OFF 30A NON -FUSED DISCONNECT SWITCH, SIZE AS NOTED 0 H A BATTERY JUNCTION BOX OR FITTING 3 POLE UNLESS OTHERWISE NOTED THREE POSITION SELECTOR SWITCH, + 0 30A FUSED DISCONNECT SWITCH, SIZE AS NOTED 0 (SAME AS ABOVE) ENERGIZED Di DISCONNECT SWITCH 3 POLE UNLESS OTHERWISE NOTED THREE - POSITION SPRING RETURN -TO- CENTER - MOMENTARY CONTACT SWITCH ("LATCH -UNLATCH", NORMALLY OPEN NTH TIME DELAY CLOSING MOTOR, (NUMBER INDICATES HORSEPOWER) 10 KVAR CAPACITOR, KVAR AS NOTED -ON-OFF", ETC.) or 0 __*_2 NORMALLY CLOSED WITH TIME DELAY OPENING Feel PUSH-BUTTON STATION "SS" START STOP, 0--0 SINGLE POLE TOGGLE SWITCH, ("ON -OFF", ETC.) "LOS" LOCKOUT -STOP. KILOWATT HOUR METER NTH DEMAND REGISTER 0)7 SS "SLOS" START- LOCKOU T- STOP @ --a- GROUND CONNECTION DE -ENERGIZED F] JB RACEWAY BOX "JB" JUNCTION BOX S AMMETER "MH" MANHOLE OIL NORMALLY OPEN NTH INSTANT CLOSING "HH" HANDHOLE VOLTMETER 0—*--0 OVERLOAD RELAY CONTACTS (MAGNETIC) AND TIME DELAY OPENING. "PB" PULLBOX S "TB" TERMINAL BOX POWER FACTOR METER NORMALLY CLOSED WITH INSTANT OPENING PANELBOARD TIMED CONTACTSL CONTACT ACTION DELAYED AND TIME DELAY CLOSING. VARMETER AFTER COIL IS: GROUND CONNECTION - EXOTHERMIC TYPE FS AMMETER SWITCH, VS - VOLTMETER SWITCH GROUND CONNECTION BOLTED TYPE LOCAL CONTROL PANEL WATT TRANSMITTER VOLT TRANSMITTER AMP TRANSMITTER CONNECTOR, SEPARABLE OR JACKS ENGAGED RESOURCE MANAGEMENT INTERNATIONAL, INC. DESIGNED S.P.H. SCALE CONTRACT: ST. LUCE COtWry DATE :JUNE, 1997 DRAWN S.P.H. ffiMMD WM CLIENTS PROJECT: - CENTRAL SERVICES Environmental Engineers Scientists ELECTRICAL SYMBOLS AND SHEET; 5 OF 8 CHECKED C.D. 12 - Z-9 ENGINEERS PROJECT: 4565 GENERAL NOTES, 3/13/971 ISSUED FOR BIDDING JJF PROJ. ENGR. J.J.F. CHARLES DE�I P E FUEL FACILITY RENOVATION DRAWING 'E-1 DATE I ISSUED FOR BY No. 17774 MIAW HOILYWOOD - BOCA RATON JUPITER FT. PIERCE - RALEIGH NEW YORK CAD REI ERENCE 4688E11 TO FPL POWER' POLE NIIIIII 07A NA MRWA I M, IIIIIIII11M Y"*A 1, _�_j 0 A DOUND N SECTION CONDUIT SEAL & SECTION (`�j NOT TO SCALE 11�_� OUTSIDE OF BUILDING — EXISTING WEATHERHEAD TO BE REMOVED EXISTING METER TO REMAIN----------. INSIDE OF BUILDING �X301A B WITH SHUT TRIP MTD ON WALL XT T T T ,j P F) ANELBOARD 1 Et NE 1 ENCLOSURE. MARK PERMANENTLY "C B. FOR FUEL PUMPS & FUEL DISPENSERS" RED MUSHROOM BUTTON IN NEMA 3R ENCLOSURE OUTSIDE OFFICE. CONTROL PANEL BY CONTRACTOR AS REQUIRED BY EQUIPMENT MANUFACTURER PANELBOARD EM 0 CONTRACTOR SHALL PURCHASE CONTROL BOX WITH COMPONENTS FROM DISPENSER MANUFACTURER. EM-6,8 =GAS DISPENSER (NOTE 3) I I --k 1� ---F----]DIESEL DISPENSER (NOTE 3) alml GAS PUMP (01DIESEL PUMP GND I N Y 2#10 & 1#12EG, 3/4"C #10EG GND NOTES: 1. ELECTRICAL INSTALLATION SHALL MEET ART. 514 NEC AND ALL LOCAL CODES. 2. NEUTRAL WIRE SHALL BY INTERRUPTED. 3. SEAL ALL CONDUITS AS REQUIRED BY NEC 514. GAS & DIESEL PUMPS RISER DIAGRAM INSTALL NEW WEATHERHEAD AS REQUIRED FOR CONDUCTOR CLEARANCE TO FPL POWER POLE EXISTING 15KW GENERATOR TO REMAIN EXISTING 200A EXISTING 100A PANEL WITH EXISTING EMERGENCY 200A MAIN MANUAL PANEL CIRCUIT BREAKER TRANSFER TO BE TO REMAIN SWITCH TO REMOVED REMAIN AND REPLACED EXISTING SINGLE DIAGRAM CONTRACTOR SHALL PROVIDE NEW NEMA 3R METER CAN.—, EXPLOSI( PROOF L OUTSIDE OF BUILDING --INSIDE OF BUILDING /�INSTALL 3#3/0 & 1#1/ONEUT. IN 2" CONDUIT INSTALL NEW 3P-20OA- 250V SERV1('E SWITCH. WITH 3-200A C.L. FUSES NEMA 3R ENCLOSURE. — INSTALL NEW #4 COPPER GROUND WIRE TO NEW 5/8" DIA. X 20' GROUND ROD DESIGNEO S.P.H. DRAWN S.P.H. CHECKED C.D. PROJ. EhGR J J F CHARLES D R1 PE No,17774 ffiM)MSffiVM Environmental MIAMI - HOLLYWOOD - BOCA RATON Engineers Scientists �- JUPITER FT. PIERCE - RALEIGH - NEW fORI, SCALE NONE I CONTRACT: CLIENTS PROJECT: — ENGINEERS PROJECT: 4565 FOR ADDENDUM NO.1 JJF CAD REFERENCE: 4688E2 I - - JED FOR BIDDING JJF ISSUED FOR 13Y ELECTRICAL NOTES: 1. CONTRACTOR SHALL REMOVE EXISTING 100 AMP PANELBOARD AND INSTALL NEW PANELBOARD. SEE PANELBOARD SCHEDULE. 2. POWER INTERRUPTIONS SHALL BE KEPT TO THE MINIMUM. COORDINATE POWER SWITCH OVER WITH FACILITY MANAGER PRIOR TO WORK. :3. CONTRACTOR SHALL INSTAL 8#14 "C FROM EACH DISPENSER TO THE EXISTING FUEL MASTER CONTRO ANEL IN ADDITION TO THE POWER WIRES. 4. NEW 3P-40A-250V CIRCUIT BREAKER IN NEMA 3R ENCLOSURE LOCATED AT THE EXISTING GENERATOR. & EMERGENCY CONTROL GASOLINE DISP NOT TO SCALE INSTALL 4#3/0 & 1#4EG IN 2" CONDUIT EXISTING 200A PANEL WITH EXISTING 200A MAIN MANUAL CIRCUIT BREAKER TRANSFER TO REMAIN SWITCH TO REMAIN NEW SINGLE DIAGRAM 120/24OV, 30, 4 WIRE, OPEN DELTA SING INSTALLATION SEE NOTE 4 4#3 & 1#6EG-2"C NEW 100A PANEL "EM" N EXISTING 15KW GENERATOR TO REMAIN Iltmi RESOURCE MANAGEMENT INTERNATIONAL, INC. DATE JUNE, 1997 a p I ELECTRICAL SCHEMATIC DIAGRAMS SHEET: - OF FUEL FACILITY RENOVATION I DRAWING: E-2 ST. LUCK COUNTY CENTRAL SERVICES 1\ PANELBOARD SCHEDULE "1.--M )� T 16/13/971 ISSUED F 140. 1 DATE I ISE FOR DESIGNED S.P.H. DRAWN S.P.H. C.D. CHECKED I qJF PROJ. ENGIR J.J.F., By BY I CHARLES DERI No. 17774 EXISTING PANEL WITH MAIN CIRCUIT BREAKER EXISTING MANUAL TRANSFER SWITCH - NEW PANELBOARD NEW CIRCUIT BREAKER SEE PUMP RISER DIAGRAM DRAWING E-2 GAS & DIESEL PUMP CONTROL BOX. SEE DRAWING E-2 INSTALL CONDUIT IN CEILING SPACE INSTALL 2#12-1/2"C IN CEILING SPACE— EM-5 MONITORING PANEL EXISTING FUEL PANEL EXISTING METER TO BE REMOVED 2P-30A-250V DISC. SWITCH NEMA 7 ENCLOSURE FUSE SIZE AS REQUIRED BY EQUIPMENT MANUFACTURER I LEAK DETECTORS //--SEE NOTE 2 NEW SERVICE DISCONECT SWITCH NEW METER 06, NEW WEATHERHEAD SEE NOTE 1 NEW EMERGENCY PUSH BUTTON WITH SIGN "EMERGENCY SHUT OFF" ffiMAM SOM Environmental Engineers & Scientists MIAMI - HOLLYWOOD - BOCA RATON - � JUPITER - FT. PIERCE - RALEIGH - NEW YORK BUS AMPS LOAD POLES I AMPS I BUS I A B C AMPS I POLES LOAD I BUS AMPS --A F B I C A I B T c PHASE B IS HIGH LEG. NOTE: CONTRACTOR SHALL REMOVE EXISTING LOAD FROM THE EXISTING PANELBOARD AND REC,ONNECT TO NEW PANELBOARD. COORINATE REQUIRED SHUT DOWN TIME WITH FACILITY MANAGER TO MINIMIZE DOWN TIME. SCALE CT: ST. LUCE COUNTY PROJECT: - CENTRAL SERVIICES 1, =10, _ 0" RS PROJECT: 4565 CAD REFERENCE: 4688E4 FUEL FACILITY RENOVATION NOTES 1. INSTALL NEW WEATHERHEAD. MINIMUM CLEARANCE FROM FINISHED GRADE TO THE LOWEST POINT OF THE SERVICE CONDUCTORS SHALL BE 16'-6". CONTRACTOR SHALL INSTALL WEATHERHEAD AS REQUIRED. 2. INSTALL 2#14-1/2" CONUIT FROM EACH LEAK DETECTOR To THE MONITORING PANEL LOCATED IN THE OFFICE. (TOTAL OF 2) IRM11 RESOURCE MANAGEMENT INTERNATIONAL. INC. DATE! JUNE21997 ELECTRICAL FLOOR PLAN SHEET: 8 OF 8 DRAWING. E-4 -