Loading...
HomeMy WebLinkAbout3171-49PLAN NOTES: 18 PROVIDE #10 WIRE �J 3/4"C., 2 #10 4 3/4"C., 2 #10 W/ REQUIRED MUSCO CONTROL LINK CONDUCTORS MINIMUN OF FOUR TWIST THROUGH STEM FROM FIXTURE AT EACH EYELET. TO ROOF STRUCTURE. S O � S/4"C., 4 #10 ® 3/4"C., 4 #10 W/ REQUIRED MUSCO CONTROL LINK CONDUCTORS O C) c a 3/4"C., 6 #10 CEILING - 0 ALL ITEMS SHOWN ON THIS DETAIL SHALL BE PART OF PHASE "1A" 5—SIX FUTURE —,PROVIDE #10 WIRE a a AT 45 REMOVABLE POLE GAP FIXTURES ANGLE DEGREE <�✓ 5FF ROOF STRUCTURE. �_ OR TOP VIEW 920 PROVIDE 1/4- STEEL STRAP W/ ANCHOR BOLTS SWIVEL MOUNT '7-A -+--- REMOVABLE POLE GAP I J 14� F NOTE; I 080 5F FIXTURES ARE MOUNTED IN AN 920 EXTERIOR AREA. FIXTURE SHALL BE SET SCREW COMPLETELY STRAPPED TO ROOF n STRUCTURE SO THAT FIXTURE DOES FIXTURE MOVE. SIX FUTURE PENDANT MOUNT PER MANUFACTURER FIXTURES ALL ITEMS SHOWN ON THIS "DETAIL ® i SHALL BE PART OF PHASE 1A & UNIT GTRIGAL ENGL05URE SET SCREW 35 SCALE (PACK E) (PACK B) 180 NOTE: FIXTURE MOUNTING DETAIL N.T.S. 4Y(PACKD) (PACK C) 4 (PAC A)Y DRAWINGS 4 iT GTRIGAL ENGL05URE p SEE STRUCTURAL FOR STRUCTURAL POLE BASE SIZE, DEPTH AND CONCRETE PSI. • i i 1 ROOF LINE -- , ADD SAL T. #1 D> 1 1 7 8 UNIT EGTRiGAL ENCLOSUREn 171 6 UNIT ELECTRICAL ENCLOSURE ' I (PACK D) (PACK B) 1 R 3 �-� w/GIRGU BREAKER ANGLE IRON RACK (PACK E) (PACK C) 107 - (PACK A) (NP) T WOR SCOPE OFK 2 � � CONTRACTOR TO FABRICATE ANGLE Io ( P-19,21,23 101It /�JACKIN6 T (TYPICAL) IRON MOUNTING RACK FOR BALLAST 1 1/2"C. 4 #10 i 6 UNIT ELECTRICAL ENCLOSURE COMPARTMENT AND MOUNT TO COVERED (2) 1 "C.Q. I • LIFTING BAR HOLE -� w/CIRGUIT BREAKER STRUCTURE STEEL BEAMS AT CEILING LINE. P:IZL 1000' vERIFY EXACT SIZE OF BALLAST COMPARTMENTS ( * ' PAC A) 1` GROUND LINE MUSCO BALLAST COMPARTMENT MOUNTING LOCATIONS AND REQUIRED MOUNTING (PAC E) (PACK D) PACK C) (PACK B) " " ACCESSORIES PRIOR TO BID AND INCLUDE ( A HR -96_,11 „ ABOVE GROUND HANOHOLE ALL COST 1N BID. -- 6(�) Q 1 1 UI C , #8, #8 E G & JACKING BRACKET (TYPICAL) 3 "B" 5,7 EQUIRE USC C NTR LINK CONDUCTORS UIr NDER ` 20`-O" Ib+ -O" — — — — — " „ HR -1,3 _ — _ "C HR -5,7 5— — — — — AGGE55 LE— PRE -STRESSED, GENTRIFIOUAL Y LIFTIN6 BAR HOLE SPUN CONCRETE BASE 10 H 1, ` ® I DN FRONT VIEW GROUND LINE (FIELD SIDE) 5, 1 & P ABOVE GROUND HANDHOLE ALL ITEMS SHOWN ON THIS DETAIL COVERED STRUCTURE SUPPORT BEAM SHALL BE PART OF PHASE "i A" NOTE: ACCESS HOLE I •-. P -- 1 1 / 6 #8, 1 E/ & SEE MANUFACTURERS DRAWINGS PRE -STRESSED, CENTRIFI&UALLY MUSCO BALLAST ENCLOSURE REQ USCO CONTOR FOR STRUCTURAL POLE BASE LLIJ 5" CONCRETE BASE (E TVP. OF FOUR. VERIFY MOUNTING SIZE, DEPTH AND CONCRETE PSI. FRONT VIEW PRIOR TO ROUGH -IN. TVP. OF 5 (FIELD SIDE) -. - � - -� ---- � \� k EXISTING 1 1 /2"C.O. TO SCALE PANEL "LP" PULL IN NEW SCALE SCALE ENCLOSURE MOUNTING 4 h POLES 81 — B4 N.T.S.? LIGHTING BALLAST N.T.S. 4 #19 & 1 #10 E/G EXISTING 2"W POLES B5 Y B6 N.T.S. LP -19,21,23 PULL IN NEW 6 #8, 1 #8 E/G & REQUIRED MUSCO CONTROL LINK CONDUCTORS HR -1,3 & 5,7 & 9,11 3S 180 SCALE NOTE: ENLARGED HOCKEY ARENA PLAN 1"-20'-0" 1 NOTE: NOTE: SEE MANUFACTURERS DRAWINGS SEE MANUFACTURERS DRAWINGS SEE MANUFACTURERS DRAWINGS FOR STRUCTURAL POLE BASE FOR STRUCTURAL POLE BASE FOR STRUCTURAL POLE BASE SIZE, DEPTH AND CONCRETE PSI. SIZE, DEPTH AND CONCRETE PSI, SIZE, DEPTH AND CONCRETE PSI, FOUR FUTURE FIXTURES 4FF 280 TOP VIEW -�- -�-- REMOVABLE POLE GAP E -+--- RMOVEABLPOLE GAP ��-- REMOVABLE POLE GAP REMOVABLE POLE GAP 3F 1F 4F 2F 280 80 80 60 FOUR FUTURE PANEL HR = 16050 VA LOCATION+ MAIN+ IN SWITCHGEAR KL.O. BUS RATING 125 AMP 277/480V -10,3W MOUNTING+ FLUSH LOCATION OA GLTAMP�SB CIR KR A B C KR CIR VGLTAMP�SB LOCATION SOUTH ROW LIGHTING 3210 i - 2 - SPACE --- 3210 3 2 - 4 - SPACE CENTER ROW LIGHTING 3210 5 c 0 - 6 - SPACE 3210 7 2 - 8 - SPACE NORTH ROW LIGHTING 1605 9 20 - 10 - SPACE --- 1605 11 2 - 12 ISPACE 8025 8025 SUB TOTALS - - TOTAL CONNECTED VA = 16050 VA LCL+ 16050 VA @ 25% = 4013 VA TOTAL PANEL LOAD = 20063 VA FEEDER AMPS = 41.7 AMPS FIXTURES SET SGREw SET SCREW SET SCREW SET SGIZEw ALL ITEMS SHOWN ON THIS DETAIL SHAM BE PART OF PHASE "1A" I cm i ® p p 3S 180 4 UNIT ELECTRICALENCLOSURE 4 UNIT ELECTRICAL ENCLOSURE 4 UNIT ELECTRICAL ENCLOSURE 6 U ELECTRICAL ENGLO5URE UNI EGTRIGAL ENCLOSURE 3 UNIT ELECTRICALBREAKER ENCLOSURE w/GIRGUIT BREAKER W! IT BREAKER GI IT BREAKER /�_ W/GIRGUIT BiZEAKER JAG iN6 BRACKET (TYPICAL) JACKING BRACKET (TYPICAL) JACKING BRACKET (TYPICAL) J iNG BRACKET (TYPICAL) /�- lO - /°�^ 16 O 20'-0" 16'-O" �/� 10 Ir f /r �L.IFTING BAR HOLE LIFTI BAR HOLE LIFTING BAR HOLE 23 LIFTING AR HOLE C01 E GROUND LINE OFF I X , C-iROUND LINE GROUND LINE E►ROUNLi LINE UNP UNI:;,-/ UNDE-5 'R'>U�_ 01 IT ABOVE GROUND HAN12HOLE I ABOVE GROUND ANDHOLE ABOVE GROUND H NDHOLE ABOVE GROUND HANDHOLE 1 1 2"C. 4 # 10 -� UNDER6R0U UNP ) ACC HOLE ACCESS -HOLE PRE-5TRE55ED, GENTRIFI&UALLY 1 "C.O. ACCESS HOLE ( FI Y '°' HOLE PRE-BTREESSED, C rRIFI6UALLY PRE-5TRE55EI�, GE IFIGUALLY SPUN CONCRETE BASE PRE -STRESSED, CENTRI 6UALL 5" CONCRETE 5A5 LLU iL SPUN CONCRETE BASE SPUN CONCRETE BA E ffl FRONT VIEW FRONT YlEW j FRONT VIEW FRONT VIEW (FIELD SIDE) (FIELD SIDE) DE) (FIELD SIDE) (FIELD 51 LP-19,21,23 1 1/2-C. 4 #10 (2) 1"C.O. NOTE: SEE MANUFACTURERS DRAWINGS FOR STRUCTURAL POLE BASE SIZE, DEPTH AND CONCRETE PSI. i SCALE 2 SCALE SCALE SCALE 1 _ CS SCALE ENLARGED ELECTRICAL PLAN 6 8 POLES C9 C10 N.T.S. 8 POLES C ,,$"=,'—D" POLES Al - A 4 N.T.S. �O POLES A 5 A N.T.S. N.T.S. T Supervision of CITY OF F O N TANA, CALIFORNIA SCALE: AS NOTED REV. REVISION DESCRIPTION DATE ENGR. {QTY DATE Prepared Under he p A Q5�0 5 N OF THE REQUIRED IMPROVEMENTS NOT ELECTRICAL PLAN 5/5%02 . � SHOULD CONSTRUCTION • Engineering Inc. �.� - � �? o� � COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL DRAWN BY: do consultfn_ N HEREON AND CARRIED FORTH IN A DILIGENT MANNER, FM3 JACK51, BULIKPARK Electrical Engineering g .d+ c SHOW E eo ra DESIGNED BY: ' 7939 Farm Ave ;' THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO �, a� DIAL TWO WORKING JJC PHASE 1 _..� Highland. Ca. a BEFBRE DAYS BEFORE _ BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 92346 CHECKED BY: � � YOU DIG 4: � - ��S�O� a r- � Date APP VED BY: DRAWING NO.: 909 884-0223 YOU DIG STANDARDS IN EFFECT. Fax 909 864-0280 � JTT f JCC r l� ' �I �+9?i' 0 a, TOLL FREE 1-800-227-2600 �, ITV ENGINEER R.C.E. 51152 DATE: 7 7 _ jeaeng®earthlink.net A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT