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't;'` rrkrt ..moo Wyr, G9A TVA iNg4 i , - d. , ..[�. 7JOL_P :0 RSE PAVED ROA • • • • • D -1 3 D -1,3 1 (2)1000W LIGHT rtfr- FIXTURES D -1,3 (TYPICAL) 2 - #6, #10GND 1 "PVC C �-� D -5,7 ❑ n D-1,3 n • 7 D-5,7 ❑ -1,3 D -5,7 • 4 - #6, #10GND 1 "PVC (4)1000W LIGHT FIXTURES (TYPICAL) 27FT CONCRETE POLE 20FT ABOVE THE GROUND (TYPICAL) D -5,7 D -9,11 D 5,7 ❑ • ❑ D -`,11 D 5,7 n E l er COL ❑ D- n ,11 4 - #6, #10GND 1 "PVC 6 - #6, - #10GND 1.25 "P V D D 9,11 9,11 n D -9,11 D -13,15 D- 1,3,5,7,9,11 • • ❑ ❑ D -13,15 n D -13,15 4 - #6, #10GND 1 "PVC 3' PENSP PAL_I_ ROAD S1DPWAL_K COL P 2O_RS D -13,15 D -13,15 D -13,15 - 2 - #6, #10GND 1 "PVC FPL POLE • • • SERVICE FEEDER CLUB HOUSE RESIDENTIAL PROPER I Y • • n D -2,4 n ❑ D -2,4 n TR UT ION IBU IO N RACK D -2,4 6 - #6, 2 - #6, #10GND 1 PVC _ 1.25 "PVC D ale= " P D -2,4 0 0 n n 2,4 n ❑ 4 - #6, - #10GND 1 "PVC D- 2,4,6, 8;1 D-6 • 8 \ D -6,8 D -2,4 BROOKS BOOKS T -36 (TYPICAL) D D- 4 - #6, #10GND 1 6,8 0 0 n ❑ 6, n � D-11,12 D -1 n P fig ,12 D -10,42 D -6, 0 2 - #6, #10GND 1 "P V C D -10,12 • D -10,12 �3L_L 30.__,RSE rte' ; ` - 2 - i`'4D I, REVISION DESCRIPTION 31v0 ON • • DRAWN BY: B.S. DATE: 5 -19 -04 DESIGNED BY: B.S. DATE: 5 -19-04 APPROVED BY: M.P. DATE: 5 -19 -04 PROJECT NUMBER: 606071 SHEET TITLE: TENNIS COURTS MIAMI SHORES C.C. SHEET NUMBER: E -1 OF 2 7JOL_P :0 RSE PAVED ROA • • • • • D -1 3 D -1,3 1 (2)1000W LIGHT rtfr- FIXTURES D -1,3 (TYPICAL) 2 - #6, #10GND 1 "PVC C �-� D -5,7 ❑ n D-1,3 n • 7 D-5,7 ❑ -1,3 D -5,7 • 4 - #6, #10GND 1 "PVC (4)1000W LIGHT FIXTURES (TYPICAL) 27FT CONCRETE POLE 20FT ABOVE THE GROUND (TYPICAL) D -5,7 D -9,11 D 5,7 ❑ • ❑ D -`,11 D 5,7 n E l er COL ❑ D- n ,11 4 - #6, #10GND 1 "PVC 6 - #6, - #10GND 1.25 "P V D D 9,11 9,11 n D -9,11 D -13,15 D- 1,3,5,7,9,11 • • ❑ ❑ D -13,15 n D -13,15 4 - #6, #10GND 1 "PVC 3' PENSP PAL_I_ ROAD S1DPWAL_K COL P 2O_RS D -13,15 D -13,15 D -13,15 - 2 - #6, #10GND 1 "PVC FPL POLE • • • SERVICE FEEDER CLUB HOUSE RESIDENTIAL PROPER I Y • • n D -2,4 n ❑ D -2,4 n TR UT ION IBU IO N RACK D -2,4 6 - #6, 2 - #6, #10GND 1 PVC _ 1.25 "PVC D ale= " P D -2,4 0 0 n n 2,4 n ❑ 4 - #6, - #10GND 1 "PVC D- 2,4,6, 8;1 D-6 • 8 \ D -6,8 D -2,4 BROOKS BOOKS T -36 (TYPICAL) D D- 4 - #6, #10GND 1 6,8 0 0 n ❑ 6, n � D-11,12 D -1 n P fig ,12 D -10,42 D -6, 0 2 - #6, #10GND 1 "P V C D -10,12 • D -10,12 �3L_L 30.__,RSE rte' ; ` - 2 - i`'4D TYPE: SQUARE "D" VOLTAGE: 120/240 VOLTS, 2P MAINS: 400 A MCB A.I.C.S. 42,000 PANEL "D" ENCLOSURE: NEMA 3R LOCATION: SERVICE RACK FED FROM: FPL , • , , 1 11)) 1 DESCRIPTION REVISION DESCRIPTION I WIRE/ CONDUIT LOAD (VA) POLE TRIP CIR NO. A B CIR NO. POLE TRIP LOAD (VA) WIRE/ CONDUIT DESCRIPTION TENISS COURT - 1 #6 THHN / 1.25" COND. 8640 40 1 2 4 40 2 8640 #6 THHN / 1 COND. TENISS COURT - 5 • E S Ai 3 PROJECT: MIAMI SHORES C.C. TENNIS FACILITY • TENISS COURT - 2 DESIGNED BY: B.S. DATE: 5 -19-04 #6 THHN / 1.25" COND. 8640 40 2 5 6 40 2 8640 #6 THHN / 1.25 COND. TENISS COURT - 6 7 8 TENISS COURT - 3 #6 THHN / 1.25" COND. 8640 40 2 9 10 4 0 2 8640 #6 THHN / 1.25 COND. TENISS COURT - 7 11 12 TENISS COURT - 4 #6 THHN / 1" COND. 8640 40 2 13 14 1/20 450 #12 THHN / 3/4" COND. TIME CLOCK / LTG CONTROLS 15 16 1/20 50 #12 THHN / 3/4" COND. FUTURE PARKING LIGHTS 17 18 1 19 20 1 21 22 1 23 24 1 25 26 1 27 28 PHASE A 30690 VA PHASE B 30290 VA TOTAL 60980 VA 254 AMPS FEEDERS: 3 - #500 THWN COPPER IN 2 -1/2" SCH. 40 PVC CONDUIT . . • 11 • . i • • . • • a , . ' 11• .••• •• • • . . • • • • , • , , 1 11)) 1 REVISION DESCRIPTION I 3i VO ON 10125 NW 116WAY, SMITE 14 MIAMI, FL. 33178 ELECTRICAL ENGINEER: MARCO PEREZ FL. P.E. LICENSE #:45579 • • E S Ai PROJECT: MIAMI SHORES C.C. TENNIS FACILITY DRAWN BY: B.S. DATE: 5 -19 -04 DESIGNED BY: B.S. DATE: 5 -19-04 APPROVED BY: M.P. DATE: 5 -19-04 PROJECT NUMBER: 606071 SHEET TITLE: TENNIS COURTS MIAMI SHORES C.C. SHEET NUMBER: E -2 OF 2 (11 — #12) THW\ 3/4" Conduit TI V E CLOCK DAILY PROGRAM D -16 SWITCH BAN< I\ CLUB HOUSE ;sssssssss \\\\\\\\\\ CLUB HOUSE Lithonia Lighting — 2 HEADS <SF3 1000V R4 TB RP12 24" X24" X 6" , \ —3R BOX 2P /40A CO\ TACTOR, 120V COIL (TYPICAL C1 TO C10) 2) SETS (3 — #3/0) THW\ 3" C TO C1... C10 CO \TACTORS GROU \D LEVEL 7 - F c10 C1 C4 C7 Lithonia Lighting — 4 HEADS <SF3 1000V R5S TB RP12 C2 C5 Cs C3 C6 C9 GROU \D RODS 5/8" X 10' (TYPICAL) BOX WITH (10) 2/P 40A CO \TACTORS, 240V, 120V COIL P \L —D MAI\ #1 OF 1 2/400A \ -3R 1 SEE SHEET E -1 FOR WIRE SIZE (TYP.) APP 27FT 2 GROUNDING ELECTRODE CO \DOCTOR #1/O Cu 27FT C TH \OTE: LIGHT POLE DETAIL WITH TWO HEADS OR FOUR HEADS POLE SHALL COVPLY WITH FLORIDA BUILDI \G CODE A \D LOCAL ORDI \A \CES FOR POLE / LIGHTS ASENBLY HURRICA \E ViND REQUIREME \TS U \ISTRUT RAC 1PH, 3W, 240V, 400A VETER (3 — #500) THW\ 2.5" PVC CALH GRC CO \DUIT C AGRAV \.T.S. EXI STI \ FPL POLE GENERAL ELECTRICAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, SOUTH FLORIDA BUILDING CODE AND OTHER APPLICABLE CODES AND STANDARDS. 2. THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING FIELD CONDITIONS BY VISITING THE SITE PRIOR TO COMMENCING /BIDDING WORK. 3. ALL CONDUCTORS SHALL BE COPPER. 4. ALL CONDUCTORS SHALL BE RUN IN CONDUIT (METALLIC TYPE). IF PVC SCHEDULE 40 IS USED FOR UNDERGROUND FEEDERS ONLY, AN EQUIPMENT GROUND CONDUCTOR SIZED IN ACCORDANCE WITH N.E.C. 250 -122 MUST BE INSTALLED AND CONDUIT SIZE INCREASED AS REQUIRED. 5. ALL MATERIALS SHALL BE U.L. APPROVED. 6. ALL BRANCH CIRCUITS SHALL BE PROPERLY PHASE BALANCED. 7. RISER ARE DIAGRAMMATIC ONLY. THEY DO NOT SHOW EVERY BEND REQUIRED FOR THE INSTALLATION. 8. THIS DRAWING IS A GUIDE FOR THE INSTALLATION OF ELECTRICAL SERVICE. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE A FUNCTIONING SYSTEM. 9. ALL PULL AND JUNCTION BOXES SHALL BE ACCESSIBLE AT ALL TIMES. 10. EXACT POINT AND METHODS OF CONNECTION SHALL BE DETERMINED IN FIELD. 11. ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. LUMINAIRE SCHEDULE Description Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts 3.6:1 A 8 LITHONIA LIGHTING KSF3 1000M R4 MOUNTED 25' AG TYPE 4 , SHORT , CUTOFF 1000 WATT METAL HALIDE 93030801.IES 107800 0.72 2160 -> Fi> 0 � L L B 10 LITHONIA LIGHTING KSF3 1000M R5S MOUNTED 25' AG TYPE 5 , SHORT , CUTOFF 1000 WATT METAL HALIDE - BT -37 ENVELOPE 93022601.IES 107800 0.72 4320 STATISTICS Description Symbol Avg Max Min Max/Min TENNIS COURTS +. 64.4 fc 113.1 fc 31.3 fc 3.6:1 PROPERTY LINE + 0.0 fc 0.5 fc 0.0 fc N / A BACK COURTS + 60.3 fc 109.4 fc 33.0 fc 3.3:1 SPILL LIGHT + 1.1 fc 7.7 fc 0.0 fc N / A •o.o 4 o. o 4 0.0 4 0.o 4 0.0 4 0.0 4 0.0 4 0.0 4 0.0 4 0.0 4 0.0 4 0.0 4 0.0 4 0.0 4 0.0 to 4 0.0 4 0.0 to 4 0.0 4 0.0 4 0.0 t0 4 0.0 4 0.0 4 0.0 4 0.0 4 0.0 4 0.0 4 0.0 4 0.0 4 0.0 4 0.0 4 0.0 to 4 0.0 4 0.0 4 0.0 4 0.0 4 0.0 tO 4 0.0 1/0 0 4 0.0 4 0.0 4 0.0 4 0.0 4 0.0 GOLF COURSE 4 o.o •o.0 •.o 4 0.0 to 4 0.0 4 0.0 4 0.0 'b.0 to 4 0.0 4 0.0 o.0 •b.0 o.0 4 o.o 4 o.o • .o 4 0.0 4 0.0 totOto 0.0O.0 •o.0 46. o 4 0.0 4 0.0 4 0.0 4 0.0 4 0.0 o.0o.0 0.0 4 0.0 to 4 0.0 4 0.0 4 0.0 0.0- .0 '.0 to 4 0.0 . .o 4 0.o 46.o to 4 0.0 4 0.1 4 0.0 4 0.0 4 0. o 4 0.0 4 0.0 4 0 .1 o.o 4 0.0 4 0.0 4 0.0 4 0.1 4 0.2 4 0.0 4 0.0 4 0.0 4 0.0 4 0.1 110 4 0.0 4 0.0 4 0.0 4 0 4 0.0 4 0.0 to 4 0.0 4 0.0 4 0.0 4 0.0 4 0 4 0.0 4 0.0 4 0.0 4 0.0 4 0.0 4 0. 4 0.0 to .0 PAVED ROA 4 0.0 4 0 4 0.0 4 0.0 4 0.0 to 4 0.0 4 0.0 to 4 0.0 4 0.o 4 0.0 4 0.0 4 0.0 to 4 0.0 4 0.0 to 4 0.0 0.0 to 4 0.0 0.0 4 0.0 4 0.0 to 4 0.0 O.0 4 0.0 O.0 4 0.0 4 0.0 4 o.o 40.0 to 4 0.0 4 0.0 o.o 4 0.0 4 0.0 4 0.0 4 0.0 4 0.o 4 o.o 4 0.o 4 0.0 4 0.0 4 0.0 4 0. o 4 0. o 4 0.0 4 0.0 4 0.0 4 0 . o 40.o 4 0. o 4 0. o to 4 0. o 4 0. o 0.0 to 4 0.0 4 0.0 4 0.0 - 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. 0 to 4 0.0 4 o.o 4 0.0 4 0.0 O.0 to to 4 0.0 4 0.0 to tO 4 0.0 4 0.0 to ' .o to to to to to to 4 0.0 to o.o to 4 0.0 to 4 o.o 4 0.o to 4 0.0 to to 4 0.0 to 4 0.o 4 0.0 to 4 0.0 4 0.0 o.o to to to 4 0.0 to to 4 0.0 to to to to to to to 4 0.0 to to to to to to to to t.0 4 0.0 to 4 0.0 to to 4 0.0 4 0.0 to 4 0.0 4 0.0 to 4 o.o to to to to to o.0 to 4 0.0 4 0.0 to V.0 4 0.0 to to 4 0.0 to to to to to to to to to to to to to to to to to to to to to to to to to to 4 0.0 to '. '.0 :.i to to 4 0.0 4 0.0 4 0.0 to to to to to to 4 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 40 . 040 . 040 . 040.0 4 0 . 0 40.040.0 to to to 40.0 to 40.0 to 40.0 to to to to o totototo 40 . o4a o o totototototo 4 0 . o 4 0 . o 4 0 . o t0 4 0.6 I 4 � C ► �bTol 4DLO 4 E 6` + 0.o to to to to to to to to to to to 4 0.0 to to to 4 0.0 4 0.0 4 0.0 4 0.0 to to to to to to to to 40 to to to 40 40 . o to to to 4 0.0 to to to to to to 4 0 . o 4 0 . o to to to to to to to to to to to to 4 0.0 40 � . o to 4 0.0 to to to to to to to 40.o to 4 0.0 4 0.0 4 0.0 4 0.0 4 0.0to 40 . o t 0 0.0 to 4 0.0 to 4 0.0 4 0. 0to o 4 0.0 4 0.0 40 . 040 . 0 to 4 0.0tot0 4 0 . o b b . 0 to to to to to to to 4 0.0 to to to to to to b.04a.0�.0 to 4 0.0 4 0.0 4 0.0 to t0 40.0 to t0 t0 to t0 � . o t0 to t0 to t0 to t0 � . o t0 to t0 to t0 to t0 4 0 . 0 t0 to to to to t0 t0 to t0 4 3 . 0 4 0 . 0 � . 0 4 0 . 0 t0 to to t0 to t0 to t0 to t0 t0 to to t0 to to 4 0.0 to o totototo 4 0.0 4 0. 0to to o tototo 4 0.0 to 40 40 . 040 . 040 .Ototo 4 0.0to 4 0 . o to 4 0.0to 110 to to to to to 4 0.0 4 0.0 4 0.0 to 4 0.0 + 0.0 4 0.0 to to 4 0.0 tO 4 0.0 4 0.0 4 0.0 4 0.0 4 0.0 tO o t 0 4 0.0 4 0.0 4 0.0 4 0.0 tO to tO 4 0.0 4 0.0 4 0.0 4 0.0 tO 4 0.0 4 0 . 0 t 0 to 4 0.0 4 0.0 to to tO . . . tO 4 0.0 to tO 4 0.0 4 0.0 In 4 0.0 tO tO 4 0.0 4 0.0 4 0.0 4 0.0 4 0.0 4 0.0 tO 4 0.0 4 0.0 4 0.0 4 10 4 0.0 4 0.0 4 0.0 4 0.0 4 0.0 to tO tO to 4 0.0 tO � . tO to to tO tO 4 0.0 4 0.0 tO 4 0.0 4 0.0 4 0.0 4 0.0 4 0.0 to 4 0.0 4 0.0 tO 4 0.0 4 0 . 0 4 0.0 110 tO 4 0.0 to 4 0.0 tO 4 0.0 4 0.0 4 0.0 4 0.0 4 0.0 4 0.0 4 080 to 4 0.0 4 10 4 10 4 0.0 4 0.0 4 0.0 to - to 4 0.0 4 0.0 4 0.0 tO to 4 0.0 4 0.0 4 0.0 to to to to to to to to to to to to b.0 t.0 4 3.0 4 o.o to to to to 4 0.0 4 0.0 t.0 4 0.0 4 0.0 t.0 4 0.0 to to to to to 46.0 to O.0 to to t.0 O.0 4 0.0 t.0 4 0.0 t.0 4 o.o to t.0 4 3.0 4 0.0 4 0.0 4 0.0 '.0 to 4 0.0 o.o o.o to to to to 4 0.0 to to to to to to to to to to to to to to to to to to to O.o to to to 4 0.0 to to to to to to 4 0.o to to to to to to to to to to to to to to to to 4 0.0 5.3 .6\ 2.7 6.5 : 2.9 9.0 9.2 3.8 6 6.3 3.4 Tennis to to 4 0.04246 + 1.9 4 3.1 4 5.0 4 5.4 4 6.3 + 7.3 + 7.5 + 7.1 4 6.7 4 6.6 4 6.3 4 6.5 4 6.8 4 7.3 4 7.4 + 6.8 4 5.6 4 5.1 + 4. 3 + 1. 3 4 0. 5 + 1. 0 + 4.0 4 5.3 4 5.7 4 6.8 4 7.6 4 7.6CUU ± 4 7. 4 7 .4 +1.5 to to ti x4 + 1.3 + 1.9 "2 .5 '2.4 + 2.2 4 2.3 4 2.2 4 2.0 4 2.1 + 1.8 + 1.7 + 1.9 4 2.0 4 2.0 4 2 .3 . 1 4 2.2 + 1.9 + 1.7 + 1.1 46 + 1.0 + 1. 6 0 2 5 4 3 .5 + 1.9 + 1.3 4 0.7 4 0.3 4 0.0 tO to to 4 0.0 4 0.0 4 0.0 to 4 0.0 4 0.0 to to 4 0.0 4 0.0 4 0.0 to to 4 0.0 f0 to 4 0.0 4 0.0 4 0.0 4 0.0 4 0.0 4 0.0 4 0.0 tO 4 0.0 to f0 4 0.0 to to tO to 4 0.0 + 0.0 4 0.0 to 4 0.0 to 4 0.0 tO 4 0.0 to tO 4 0.0 4 0.0 4 0.0 f0 to tO 4 0.0 to to to '.0 '.0 •.1 '.2 '.2 •.3 '.3 '.4 '.3 '.2 •.2 •.2 •.2 '.2 '.2 '.2 0.2 '.2 '.2 '.3 $.3 0.4 •.3 •.2 '.2 PUBLIC ROAD - to to to to to o.0 4 0.1 4 0.1 4 0.1 ti 4 0.2 4 0.2 4 0.1 4 0.1 4 0.1 4 0.1 4 0.1 4 0.1 t1 4 0.1 t1 4 0.1 4 0.1 4 0.2 4 0.2 4 0.1 4 0.1 4 0.1 4 0.1 tO to to tO to 4 0.1 4 0.1 4 0.1 4 0.2 4 12 4 0.2 4 0.2 4 0.1 4 0.2 4 0.2 t2 4 0.2 4 0.1 4 0.1 4 0.1 4 0.1 4 0.0 to to 0 •.0 •.0 e m s . NOTES: ' -_ :, \ ,. data supplied to us by lighting manufas have been performed using state of' the'IWA., the lighting levels which may be provIded by the listed fixtures. Calculations, using IES Fcvaitted computer software according to IES stare and good practice. An independent compan'" which has no affiliation with us or any lighting manufacturer, developed this software, All electrical components (including but not limited to, lamp lumen output, line voltage variation and ballast tolerances) have a direct impact on these calculations. Other variables that might play a major part in the actual light levels and uniformity are: changes in fixture location, ref lectances, mounting heights, depreciation factors, fixture orientation and tilt. Interference caused by an obstructions to the optical performance by any object features, may also change the final result, All of foregoing can significantly affect the lighting calculations and therefore we assume no liability for any variables which may result in difference between calculated and actual light levels, Plan View Scale 1 " =50' GOLF COURSE 4 0.0 b.0 to U.0 b.0 to to to to to to to to to to to to to '0.0 to b.0 to to to b.0 to to to b.0 to to '0.0 b.0 4 0.0 b.0 to '0.0 to to to to to to ' 0.0 to to b.0 '0.0 to to '0.0 to to to to to to to to '0 to b.0 to to to to '0.0 to '0.0 to '0.0 to to {0.0 /4 to to to to to to to to to to to to to to to to 'o.o 'o.o 'o.o to to to to 'o.o to 'o.o 'o.o to to to to 'o.o 'o.o 'o.o to to to to to to to to to to to to 'o.o 'o.o to 'o.o to 'o.o b.o 'o.o to b.o 'o.o b.o b.o to to 'o.o to 'o.o to to to to 'o.o to to 'o.o to to to to 'o.o to to to 'o.o b.o to to to to 'o.o 'o.o to 0.0 to t.o to to to to to to to to to to to to to to 'o.o to to to to to to to to to to to to i N V ✓ z 0 11 0000 0. 00 t •• 0000 • • . 041040 . \• • • . - . • • 1 •••, 00 • • O 000 ■ •• . • . • • • 00 - . • - ... •••- • • •••• .. • • •• • • '1, 3 / 4 ci /, A e%%i a q -o ••. • • • 0000 • • • • •• • 00 ) • 00•• •••• •. • • 0•.. 4000 Prepared by JASON FLORIO Date 5 -20 -04 Scale As Shown Drawing No. PH -1 .• oo 0 . ..• • • • •••- • • 0 ••0•• • 4 u .•. 0 • • 1 • X 24 PRIMED 011 MC. 100011 (IEAAPRINT • 4/,011/ Q /Sim A/S a4C f w / 6 < .6',r/s . X-W0,0 . s, o c 5.50 \ GA 3O1./NE EXIST G CO'Vc, " 5LA41 A'6 / c.) 2 S "7 SITE LOCATION., E y /57 /AJc; 7 / /7"O7l /.116 I1 /EL 0 4) (/cc"L S /'.. N L OclJ7i"ON MID .011•11 E.r /5 7 G 2 - af 5 /1W ,4 S ve-t /7 i° /PE Eh' /5 T-: STEEG ,36/A7ptR PU3TG �Tl'/�p�4) X E✓,57G 2 -- /L GALi /. -57 _ _ ✓E,v /A /S ER E.Y /S76 0 L 21/f ?5 "Z PRUT (EA. T,4,14 • • .1/E' kV 11 /S7 ,vE G / lEfJ .0A - III 0 7 Z dn A N El a a M N U S g o 70 r 1 " 7.1 M 70 y O 7 0 V 2 ryj M g .7o0 �- c", N I c » p N 0 Ag 74 It ' > 2 vU c.). c F _' c t el ac MC �rt V -4 b -; L p 1gi 17/ v G N A 0 , a c y j Lz � S 7N /= Z G 2 ,---s--- i4 F R ' st I.:..- to, G) W -< _N. r YV 1 E,1/74V 3co/ SITE PLAN t DISP PAN DT'L.,,., SCOPE OF WORK 1 EVERYTHING SHOWN IN 'I'IIE SI'Z'E PLAN EXIST AND REMAIN "I'IIE SAME 2- INSTALL ( 2 ) DISPENSER PANS ( 1 ) IN EACH DISPENSER. F.D.E.P. APPROVED. 3- INS'T'ALL ( 1 ) SHEAR VALVES IN ( 2 ) DISPENSERS. F.D.E.P. APPROVED iJ U 7 E : ri-1 r Fcl ,S• T4.y - -,011 5 / t �G, 1,, vvo c� C 3v G/ nJ » 2 c 7' / , Rio /f/ • IL CS 65 :4 1 I_ 1 1 1 1 .- - I �_ -.1.., 2 .:i /v/ i!3L kGL, /55 �L- 9 1 *1 \/ g » 1 ? 0 CI / FEB 101999 DERM POLLUTION' RE N OIATION • SUBJECT 10 THE M IHt,ncu %Au D 3 1 pU,►t �RGYED BY: MOM essitAit f REVISIONS BY iz N w w w L. 1) L w J U j LL L� LLJ z Date o 2 /o1 /93 Scale 4s ,5Now/it Drawn n14 /' Job 03 az 64 Sheet 1 Of / Sheets dituat *- y lying an4 beiny irk t descg1 of as- fo1ioites . . . a h . o $$ " Ana C U p Y, 1 4 4t . t s> . o r 4$ recorded. it 4 Plat 8o94- _ 40 *its Pac es edoada d Oade CQQintyr; YioIida. Alit of c30O0 H. pQb1 $uQDiy8XQrr cc9rliri e e : tecOV4e) in. giet' U'oo ° t 4 Page 24.6 .the v1 Qde County, Florsisie * . t" 04094. 9) Qt t h 3 o' t of „Of the South a a Bute O t k. a4eo kr of • ail- that. portidn of the 10 th ' o#. t of N - th0 - • , oil Section •xl, ¶awnphip 53-` $ouc • Rango 4 a iy ing fast:exiV : bf the ;lid itailtoa4 gnt -Qf at 1 yiii an O ti" ." iii 04de:- Count f1Qrtdar, tsd t: i© E rat i iOoxt)§ an . z . 14 • t±ns Piats4 1 r 6 QR c cr s LJ v 4 Rx or .. t got* 4,4, 4 4gO * 411% a o1G .• k, PH3:$ ?t $'3 Q .iQ11, aft'. Ire Plat Book • i, . at �P �S of the pubiio R0cbdd' •'of pe..d�r- C`Ogiit�Y, Pio 'tcr •� .. . eg1nnrirrg at the Sauthlet.-• corner of , Section i 4th,, Aahge- 42= • a. t, rri 3 North 00' 7. .r . Wes t r . : tide- Of said- Section about 300 tee te03. t t1 a ..South side off' the also Canal thence .0astetlyr,, aloncj the . out aid* cf ea • at at olio .ancQ o 1 tee-tt: theric:a about . SO W 6- 2..6 41' _ 00 • Z48ts at aut 33d . `eOt to the ° outh 11114 off- a l t $e0tion, thence North 89a' 0,0 • i4 a1Qnc� they sloth 1i,1 of 841 SeQtion a distance of 254' toy the' ot" beginnipg containing 06,14(3 square teat 1.31.4,cree v ta the tOtth est-:cornet' 01 Sectsi n 5, Vadn3h;ip 3 3 :36A it fl e 42 East& fl ange South- AO, degrae4, SS m a inut , 14 seconds,' gait along the, ttogth i ne off. td seOtion, 4 diataxl Of 331.00 teat to the #oi it c _ 8egittn ng of the 'tract heretrt describecjt Theta to the ;L IM:: Mt st degrees, x 241 minutes, 14 'Ieoond$t rur� 3out4 t ,3 a, degtees, 3 m utes ._ 40,- deconds Y- Last s distance of 480.g6 - f eel s therroQ► dal e t ri 5. re a, 24 inutes 34 ,,secpnds to the let *On : 5.64t h 61 00 :: m nuteox 14 se�oQrlsta - East a distances _ t 116:20- . too; theme opt te9eing 3a degrees It. 1 secor e tse the *Alms, .run" Seth , S1..degx�qe , inutee 3� ses ondat gas a" d stanco Of 14.6.0091r2 f4Ott then of del actin. . de sous to-`t.40 left,, xu» North 36 eM es,.. 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