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ES2 ELEC SITE PLAN DTLS COR REPZ POLE NOTES0 1. 2. 6. 7. 8. 9. 10. 11. 12. 14. 15. 16. 17. LUMINAIRE, TYPE AND vOLTAGE AS NOTED IN FIXTURE SCHEDULE. FACTORY FINISHED POLE, SEE FIXTURE SCHEDULE. PROVIDE DECORATIVE POLE BASE. COORDINATE WITH ARCHITECT. HANDHOLd; SEE SCHEDULE. CONTRACTOR IS TO FURNISH AND INSTALL IN-LINE BALLAST FUSES IN BUSSMAN "TRON" WEATHERPROOF FUSE HOLDERS #HEB-SERIES WITH KTK FUSES (SIZE AS REQUIRED). FUSE EACH LUMINAIRE SEPARATELY. THIS APPLIES TO ALL FIXTURES. ANCHOR BOLTS FURNISHED AND SIZED TO MEET WIND LOAD · CONDITIONS BY POLE MANUFACTURER. #4 BARE GROUND WIRE. CADWELD CONNECTION. 3/4" X O' COPPER GROUND'ROD. CARLON SCHEDULE 40 PVC CONDUIT. 3/4" MINIMUM. GALVANI'~ED STEEL TO PVC' ADAPTER. ~ 4 #8 VERTICAL REINFORCING BARS. GALVANIZED RIGID CONDUIT ELL. 4" X 6"i'GASKETED HANDHOLE. CONNECT TO GROUND LUG IN POLE. 1" X 45DEGREE CHAMFER.': NOTE THAT CONTRACTOR ,IS TO PROVIDE GROUT BETWEEN TOP OF CONCRETE BASE AND BOTTOM OF BASE OF POLE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS TO PRESERVE WIND RATING. ROUND FORMED CONCRETE BASE, 2' - O" IN DIAMETER.' CONCRETE TO BE 4.000 PSI. COVER ON REBAR, ALL CONCRETE WORK AND REINFORCIING SHALL BE PERFORMED BY TRADESMEN NORMALLY ENGAGED IN THIS TYPE OF WORK. 18. #3 REINFORCING TIES, 12" ON CENTER. 19. CONTRACTOR IS REQUIRED TO SUBMIIT CALCULATIONS FROM THE POLE MANUFACTURER. SEALED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF FLORIDA..'CERTIFYIING CONFORMANCE OF EACH POLE WITH INDICATED FIXTURE ASSEMBLY TO MEET THE FOLLOWING STANDARD: A. 140 MPH IN ACCORDANCE WITH CALCULATIONS DICTATED IN THE FLORIDA BUILDING CODE, 1606-1,1 AND ASCE 7-98. 20. ALL WIRING AssoCIATED WITH THE PARKING LOT LIGHTING WILL BE TYPE XLP-USE COPPER CONDUCTORS, LISTED FOR DIRECT BURIAL. 21. A HANDHOLE SHALL BE.iNSTALLED'AT EVERY.POLE LOCATION WHETHER INDICATED ON THE DRAWINGS OR NOT, THE HANDHOLE SHALL BE SIZED TO CONTAIN ALL FUSE HOLDERS, C©NNECTOR KITS AND GROUND ROD. 22. ALL CONNECTIONS IN HANDHOLE SHALL BE MADE WITH WATERPROOF, SNAP-LOCK GEL FILLED CONNECTOR KITS EQUAL TO CMC #DSR2/O OR RAYCHEM #GTAP-2 AND KING "DRY-CONN' WlRENUTS FOR FUSE TO FIXTURE CONNECTION. %:~-~ GENERATOR RECEPTOR MODEL NO. A5042 (O.A.E.) UNISTRUT (OR EQUAL) GRADE 22'-0' AFG FINISH GRADE O(D ~ 0 I CONCRE'rEBASE ;DECORATIVE BASE COVER 6' GROUND ROD 3/4"DIA x 16' LONG DECORATIVE POLE BASE DETAIL NOT TO SCALE CONTROL PANEL 30/3/30/3R/HO, SERVICE ENTRANCE RATED DISCONNECT SWITCH .LIGHTNING ARRESTOR 2" GALV. PIPE oR EQUIV. POSTS --#4 cu DO NOT PROVIDE N-G BOND PER NEC 250-32(b)(1) ----CONC, SLAB 48"L X IO"D OR CONCRETE AROUND POSTS ,12'-0" X 24"D TO PANEL HP REFER TO SITE PLAN FOR CONDUCTOR AND CONDUIT SIZE. CONTINUE CIRCUIT TO CONTROL PANEL. V SCALE: NONE COORDINATE WITH CIVIL DRAWINGS AND SITE CONTRACTOR · (1) 208 VOLT, 3 PHASE, 2 HP PUMPS = 8.4 AMPS ALL EXPOSED CONDUIT TO BE GALVANIZED STEEL ALL FRONT BARRIERS REMOVABLE I' '~ CONCRETE PAD I--~- 9" MAX. ~)--~SIDE AND REAR . o, iNSTALL A~ITIONAL BARRIERS AS REQUIRED FILL 4" STD. G.I. PIPE WITH CONCRETE, LEAVE CROWN OF CONCRETE. ] (APPROX: WEIGHT 100#) 3'-6" 3'-6" MIN. ' MIN. " --' 04-3869 PAINT PIPE TO MATCH TRANSFORMER 5" STD, G,I, PIPE SLEEVE SLOPE CONCRETE FOR WATER SHED REMOVABLE MACHINE-BOLT 3/4"x 8" GALVANIZED WELL TAMPED EARTH BARRIER F I XED 4" STD~ G.I. PIPE WITH CONCRETE. LEAVE CROWN OF CONCRETE. PAINT PIPE TO MATCH TRANSFORMER CONCRETE FOR WATER SHED TAMPED EARTH BARR I ER ROTECT V RRI ND' NTIN E N N T N M SCALE: NONE HANDHOLE SCHEDULE MARK DESCRIPTION HH1 POLYMER CONCRETE, UL LISTED, HANDHOLE WITH BOLT DOWN COVER SMALL AND OPEN BOTTOM. COVER TO BE LIFT OUT, LOCKING TYPE WITH (2) HEX HEAD BOLTS. COVER TO INDICATE "ELECTRIC". NOMINAL BOX SIZE 11"W X 18"L X 12"D QUAZ I TE #PG1118BA12/PG1118CAO0-1 7 LANDSCAPED AREAS - UL T I ER 5 QUAZ I TE #PG1118BA12/PG111 8HAO0-1 71 PAVED PARK I NG AREAS - UL T I ER 10 HH2 POLYMER CONCRETE, UL LISTED, HANDHOLE WITH BOLT DOWN COVER MEDIUM AND OPEN BOTTOM. COVER TO BE LIFT OUT. LOCKING TYPE WITH (2) HEX HEAD BOLTS. COVER TO INDICATE "ELECTRIC". NOMIINAL BOX SIZE 13"W X 24"L X 18"D QUAZ I TE #PG1324BA18/PG1324CAO0-17. LANDSCAPED AREAS - UL TI ER 5 QUAZ I TE #PG1118DA1 2/PG1118HAO0-1 7. PAVED PARK I NG AREAS - UL T I ER 10 HH3 POLYMER CONCRETE, UL LISTED, HANDHOLE WITH BOLT DOWN COVER LARGE AND OPEN BOTTOM. COVER TO BE LIFT OUT. LOCKING TYPE WITH (2) HEX HEAD BOLTS. COVER TO INDICATE "ELECTRIC". QUAZITE #PG1750gA24/PG1750CAO0-17. LAND~CAPE'AREA~ ~ UL TIER 5 QUAZITE #PG1750BA24/PG1750HAO0-17. PAVED PARKING AREAS - UL TIER 10 NOTES: 1. CONDUITS TO BE STUBBED A MINIMUM OF 4" ABOVE GRAVEL. 2. FURNISH AND INSTALL GRAVEL IN BOTTOM OF HANDHOLE FOR DRAINANGE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. L TY. lC Y N SIGN $ VI SCALE: NONE PYLON.S[GN~'SERVICE NOTES(~) 1. $I~ COLUMN. EQUIPMENT IS TO BE MOUNTED TO INSIDE WALL TO OBSTRUCT VIEW FROM STREET. 2. PROVIDE UNDERGROUND FEEDER TO HOUSE PANEL AS INDICATED ON SITE PLAN. · PYa. ON SIGN PANEL. 60 AMP MLO, 12 POLE, ~EMA -3R. 120/208 VOLT. 3 PHASE. 4 WIRE WITH ~ROUND BUS. FURNISH PROVISIONS FOR LOCKING. BRANCH BREAKERS ARE 4 - 20 AMP, 1 POLE (3 FOR SIGN AND ONE FOR RECEPTACLE). 4. W.P. DUPLEX RECEPTACLE. 5. 4 #12 & 1 #12 EG IN 1/2" C. MAKE CONNECTION TO SIGN WIRING 6. W.P, 'JUNCTION BOX. GENERAL NOTE: CONTRACTOR IS TO!VERIFY EXACT SiGN REQUIREMENTS PRIOR TO PURCHASE OF BRANCH BREAKERS OR INSTALLATION OF ANY WIRING, NOTIFY ARCHITECT/ENGINEER BEFORE PROCEEDING IF SIGN REQUIREMENTS VARY FROM THOSE INDICATED. '120V IRRIGATION a TIME CLOCK BY OTHERS WEATHERPROOF J.B. 3#10.1#10 E.G. ~ PUMP coNTROL PANEL BY OTHERS · 120V DUPLEX RECPT (W,P.) GEl FOR: ~ID 04-21-04 ~ 3#10,1#10 E G, ' -(~- IN 3/4" c ' I ]PERMIT 04-09-04 I ' M '. 'RECEIVED lco . I G N I 0CT z00 J SCALE: NONE , 1 4" x 8" x O' CONCRETE POST. LOCATE WITHIN O' OF PUMP LOCATION. BURIAL DEPTH TO BE 3--6 . . 3~10 (PUMP), 2~10 (TIMEOLOOK ~ RECPT) ~ 1~10 ECiN 3/4"C.OCT 1 TO HOUSE PANEL, GENERAL NOTES BUILDING 1 DETAIL IS BASED ON A 5 HP 208 VOLT 3 PHASE PUMP. NOTIFY ENGINEER PRIOR TO PROCEEDINIO IF ACTUAL INSTALLED PUMP LOCAT ION OR CHARACTERISTICS DIFFER. ,,,' .... . . /~~~'.~~ CHEC~ BY' HAS~B O"~BY' ~MA I I 'PERMISSIBLE. HOWEVER. ALL OTHER TENANT IMPROVEMENTS SHALL ~. ~,.> }Iarold~o~' ~%-~ 4750 ~as[ Adamo ])rlve ~ampa, ~]o~da 33805 E_S2 Issue Date: 01-25--04 ect No.: 58122