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HomeMy WebLinkAbout4854E-53'-3" ri i it FIXTURE 'D' ONE PER SIDE II 4'-4" 11 11 II ii II II II II II II II II II II II II II 11 II II L== ==J BUILDING I.D. SIGN AIM 'D' AT SIGNS AFTER DARK FOR BEST ILUMINATION 6 �� PER NOTE®ON E-1, E-2. N.T.S. HUMAN RESOURCES POWER/METER SECTION FIXTURE 'D' — KIM NO. CFL -1 /50PMH 2O8V/DB—P (BRONZE FINISH)/FH—CFL SHIELD/JBR-21 IN GRADE J—BOX 11'-8" FIXTURE 'D' 5'-4" FIXTURE 0 1 TVIUAL ONE 3/4" C.O. (FLEX) TO 1" HUB AND CONNECT FOR F.O. WIRE AS DIRECTED BY CITY 5" DIA. POLE 208V WIRE TO LIGHT FIXTURE f ONE 1 " C.O. PVC SCH. 80 1" PVC SCH. 80 RISER (F.O. + 24V) • . • •'. '� `, ' RISER (208V) ` } I4� •• If dd I i --i ( —� a �• (-1 i t—1 11— r 1=1 f 1 a: 4, w A'" —I i ISI 11= ILI .a..."l ..v...+ a. a• —ilii I 4a' • as .1 d< ♦ ... (DETAIL INDICATES WHERE F.O. AND 280V ENTER POLE N.T.S. f_r --I I -f+----- ---��-------IFf-----------=- -------- - jI L ----- J — BRASS IN GRADE II II II J—BOX W/24- NPT IN 3" X Y2" RGS SIDES AND 2—X2" NPT RAISER (PAINT COLOR TO IN BOTTOM (TYPICAL) MATCH FIXTURE (TYPICAL) MONUMENT SIGN EX. 'MSD' PER NOTE0ON E-1, E-2. N.T.S. CHAMBER OF COMMERCE POWER/METER SECTION EXISTING CIRCUIT BREAKERS F8 PROVIDE PROVIDE 30A/8 POLE RELAY FOR NEW CIRCUITS WITH NEW EX. 800A BUS, 120/208V, 30, 4W. TIME CLOCK INTERMATIC NO. ET70415CR. NEW LOAD= 4.4KW (12.2A). PROVIDE 120V CONTROL POWER. VERIFY 21 EX. 40OA/3P MAIN DISCONNECT. LOCATION IN ROOM. ElEX. SCE METER SCE NO. 349-012617 9 EX. PANEL 'B' CIRCUIT BREAKER. (8492 WHEELER — HUMAN RESOURCES). 10 EX. ACI CIRCUIT BREAKER. ❑4 EX. SCE METER. SCE METER NO. UNKNOWN 11 EX, PANEL 'A' CIRCUIT BREAKER. (8492 WHEELER —CHAMBER OF COMMERCE). 51 EX. 2-4" C. (1 — F.O.)(1 — CATV) STUB—UPS WITH 12 EX. SPACE. CABLES. 13 PROVIDE 120V, 20A/1 P CONTROL AND NEW CIRCUIT F6]NEW 14" C. 8 #10 +G PER NOTES 23, 26 AND 27 ON BREAKER (CIRCUIT NO. 10). SHEET E-2 (CIRCUITS 1,3-2,4-5,7-6,8) AND 1" C. 2 #10 + 1 #10 G. PER NOTE 9 (IRRIGATION CONTROLLER) 14 EX. SCE SERVICE. ON SHEET E-2 (CIRCUIT 9). 7❑ PROVIDE 4-20A/2P AND 2-20A/1 P CUIT BREAKERS IN PANEL FOR NEW CIRCUITS PER NOTE 6 . VERIFY LOCATION IN ROOM. ALL NEW CIRCUIT BREAKER O BE 42,000 A.I.C. RATED. EXISTING 'MSD' (AT CHAMBER OF COMMERCE/HUMAN RESOURCES BUILDING) N.T.S. I 3'-6" I 7'-7n i=1 -+-==_---+-+--I L--------- J NOTE: TWO DIRECTORY SIGNS ON E-2 TO BE 120V HOOK-UP TO SIGN L.E.D. DISCONNECT L_ J CONDUIT/WIRE (CIRCUIT) DIRECTORY MAP SIGN PER NOTE 6)ON E-1, E-2. N.T.S. NEW PANEL — NEMA 3R WALL MOUNTED 22 FT. AAL SPECTRA NO. SP10-250PSMH— DBZ-208V DOUBLE ARM (BRONZE) PROVIDE 1" HUB WITH HANDHOLE ON OPPOSITE SIDE AT 20' FOR CAMERA ON POLES PER NOTE 18 ON SHT. E-1 AND E-2 VERIFY LOCATIONS/QUANITIES SEE DETAIL 'BA' AT LEFT 5" DIA. STEEL POLE (BRONZE), 7 GAUGE HAND HOLE WITH GROUND LUG BOLT COVER WITH BOLT DOWN LID COLOR TO MATCH POLE CONCRETE FOUNDATION (TYPE V) 2500 LBS ® 28 DAYS WITH BEVEL TOP FOR DRAINAGE AN r 1 0 p 9 PANEL VOLTAGE-120 3 4) 4 W PANEL: CIRCUIT CODE: blank or SO NON—CONTINUOUS AND SAND BLAST FINISH n 30 t' 117 � 4 � II 11 a. : : 200/ SHEET E-6 FOR �n *� FINISHED GRADE CONDUIT(S) 24" BELOW GRADE. MOUNTING: SURFACE R : DEMANDABLE RECEPTACLES IAII q' n,*I ALL RISERS AND 90' BENDS 60" L� SHALL BE PVC SCH. 80. 12" LAP K : KITCHEN NO. OF EQUIPMENT: �r 4r I ---.=a LOAD DESIGNATION C O N N EC T E D V A 6 MIN. #4 VERT. LOAD DESIGNATION a c 21 I I f5 RDESCRIPTION (NOTE) M R L 4)A 10B 10C ABC OA 40B 10C L R M (NOTE) DESCRIPTION ANCHOR BOLTS #3 TIES MIN. BY MANUFACTURER ® 12" O.C., 24" 18" DIA. DIA L WITH 12" LAP. 3 L Z 2-----1576 1326 6 MIN. #4 VERTICAL WITH 3—#3 TIES 2 L WITHIN TOP 8 INCHES, ONE 5 L 20 7 PARKING 11478 #3 TIE 3" FROM BOTTOM WITH 12" LAP _ REMAINDER #3 TIES MAX. 12" O.C. L 6 7 L 2----- 1478 1130 3" CLR. 6 MIN. #4 VERT. TO TIES BARS FOUNDATION 9 L SECTION 1081 LIGHT STANDARD 'BB' AN r 1 0 p 9 PANEL VOLTAGE-120 3 4) 4 W PANEL: CIRCUIT CODE: blank or SO NON—CONTINUOUS AND 'E' ON SHEET E-5 FOR FIXTURE �" : : 200/ SHEET E-6 FOR L : LONG—CONTINUOUS AND 13 . DATE: O1/21/10 TIME: 14:53:40 MAINS: 200A MOUNTING: SURFACE R : DEMANDABLE RECEPTACLES 24" 18" DIA. DIA JOB: 2298 AIC RATING: 10,000 12" LAP K : KITCHEN NO. OF EQUIPMENT: 0 LOAD DESIGNATION C O N N EC T E D V A 6 MIN. #4 VERT. LOAD DESIGNATION a c 21 f5 RDESCRIPTION (NOTE) M R L 4)A 10B 10C ABC OA 40B 10C L R M (NOTE) DESCRIPTION a 0 11L 120 PARKING A 1576 1326 A PARKING 20 L 2 3 L Z 2-----1576 1326 ----- 2 L 4 5 L 20 7 PARKING 11478 1130 B PARKING 20 L 6 7 L 2----- 1478 1130 ----- 2 L 8 9 L 20 PARKING A 1628 1081 SIGN 207 L 10 11 L 2 ----- 1628 1 108 --- 21 L 112 13 L 20 PARKING B 1480 288 c SIGN 20 L 14 15 -LZ 2 ----- 1480 288 --- 2 L 16 17 L 20 1 TIME CLOCK 180 432 c SIGN 20 L 18 19 L 20 1 SPARE X 432 --- 2 L 20 21 L 20 1 SPARE X 180 c SIGN 20 L 22 23 L 20 1 SPARE X 180 --- 2 L 24 25 X X X X 26 27 x x x x 28 29 X X X X 30 31 X X X X 32 33 X X X X 34 35 X X X X 36 37 X x:6600 PANEL 'PA' 1DO 38 39 X X 6600 ------ 01 40 41 X I X 16600 1 1 ------ V 31 142 PANEL NOTES: PHASE TOTALS 110A. 14310 OB: 13186 OC: 11736 TOTAL CONNECTED VA 39232 CONNECTED VA (CODE N) 19800 QA CIRCUIT CONTROLLED BY 20A/6P RELAY THROUGH 11ME CLOCK CHANNEL 'a'. CONNECTED VA (CODE Q 19432 © CIRCUIT CONTROLLED BY 20A/6P RELAY THROUGH TIME CLOCK CHANNEL 'b'. CONNECTED VA (CODE R) 0 @ CIRCUIT CONTROLLED BY 20A/8P RELAY THROUGH TIME CLOCK CHANNEL 'c'. CONNECTED VA (CODE K) 0 PANEL CONNECTED KVA 39.2 TIME CLOCK - INTERMATIC #ET70415CR (4 CHANNEL) PANEL- DEMAND KVA 44.1 MOUNT TIME CLOCK IN TIME CLOCK SECTION OF PANEL WITH HINGED DOOR. PANEL DEMAND AMPS 122.4 HIGH 0 AMPS W/LCL 135.3 *PROVIDE HUBS ON VARIOUS POLES N.T.S. PER NOTE ®ON E-1, E-2. VERIFY QUANTITY 42" 32" 22 FT. AAL SPECTRA NO. SP10-250PSMH— DBZ-208V PROVIDE 1" HUB WITH HANDHOLE ON OPPOSITE SIDE AT 20' FOR CAMERA ON POLES PER NOTE 18 ON SHT. E-1 AND E-2 VERIFY LOCATIONS/QUANITIES SEE DETAIL 'BA' AT LEFT. 5" DIA. STEEL POLE (BRONZE), 7 GAUGE HAND HOLE WITH GROUND LUG BOLT COVER WITH BOLT DOWN LID COLOR TO MATCH POLE CONCRETE FOUNDATION (TYPE V) 2500 LBS ® 28 DAYS WITH BEVEL TOP FOR DRAINAGE i „� SAND BLAST FINISH 30 �� �n.�a. tp H. II a FINISHED GRADE U. CONDUIT(S) 24" BELOW GRADE. ,.Hit n II 16• ALL RISERS AND 90' BENDS SHALL BE PVC SCH. 80 60" .�r via L—�— ANCHOR BOLTS #3 TIES MIN. BY MANUFACTURER ® 12" O.C., 24" 18" DIA. DIA WITH 12 LAP. 6 MIN. #4 VERTICAL WITH 3—#3 TIES WITHIN TOP 8 INCHES, ONE _ #3 TIE 3" FROM BOTTOM WITH " '` REMAINDER #3 TIES MAX. 12" O.C. 12" LAP 3" CLR. 6 MIN. #4 VERT. TO TIES BARS FOUNDATION SECTION LIGHT STANDARD 'B' *PROVIDE HUBS ON VARIOUS POLES N.T.S. PER NOTE ©ON E-1, E-2. VERIFY QUANTITY EX. 'MSB' ❑4 1 I - ---------------t------- 1 I I I I I LJ I �.-------------a LJ - 1 �-a M I --- �------- 13 1 I 1 I 1 I ---------------I 1 I I I I I Q Q I 5I1 UGPSI I II IILJ y -------------- 17 1 EX. & 250P3 1MAIN 1 1 1 i I i FLOOR 1 t 1� 1 1 I _--_—_—_—_—.j—__--_—L,---_—_-------------------- ---------_----Z—___— POWER — SERVICE i 1 (ELEVATION VIEW) SEE DETAILS 'D' AND 'E' ON SHEET E-5 FOR FIXTURE D. SEE SHEET E-6 FOR FIXTURES 'F' AND 'G' NOTES 12 AND 13 . 22" 30" AAL SPECTRA NO. SP1-150PSMH— i 1 p �, �— BOLT COVER WITH BOLT DOWN UD COLOR TO MATCH POLE DBZ-208V 4" ROUND STRAIGHT STEEL POLE—BRONZE HAND HOLE WITH GROUND LUG CONCRETE FOUNDATION (TYPE V) 2500 LBS ® 28 DAYS WITH BEVEL TOP FOR DRAINAGE CONDUIT(S) 24" BELOW GRADE. ALL RISERS AND 90' BENDS SHALL BE PVC SCH. 80 ANCHOR BOLTS BY MANUFACTURER 6 MIN. #4 VERTICAL WITH 3—#3 TIES WITHIN TOP 8 INCHES, ONE #3 TIE 3" FROM BOTTOM WITH REMAINDER #3 TIES MAX. 12" O.C. LIGHT STANDARD 'A' N.T.S. EX. 'MSB' 4 �'�- SEE E-1 EX//'FEEDER TO 'MSA' [3] !- EX. 20OA/3P DISCONNECT AND NEW PANEL 'P' 1 2 EX. CATV EQUIPMENT EX. SCE PAD MOUNT TRANSFORMER \I PLAN NOTES: ❑ EX. 20OA/3P, 208V FUSED DISCONNECT (NO FUSES) WIRED FOR TWO PHASES ONLY WITH TWO CONDUCTORS + G IN EX. 232" C. FROM EX. 'MS'. DISCONNECT NOT IN USE AND WAS FOR A TEMPORARY CONNECTION. F2] REMOVE EX. 200A/3P, 208V DISCONNECT AND REPLACE WITH NEW PANEL 'P'. AT SAME LOCATION. BOLT PANEL 'P' TO CONCRETE WALL. F3] EX. 272" C. WITH EX. WIRE. DISCONNECT AND REMOVE EX. WIRE AND PULL IN NEW 4 #4/0 + 1 # 6G AND CONNECT. ❑4 EX. 'MSB', 2500A, 1-2-b/.208V, 35�;...4W. EX. SCE METER N0. V349N-002813 ❑5 EX. 200A, 208V 3P'~Y d`RCUIT BREAKER. • CONNECT NEW FEEDER WIRE. F61 NEW CONDUIT/WIRE,,--.-FOR :NEW LIGH�'ING CIRCUITS AND FEEDER FOR PANEL 'P' SHOWN ON SHEET -:;t-:1.. ,_ EXISTING ENCLS=CIT AND EXIST.I.NG 'MSB' ��$tp� N.T.S. F 9 • DESIGN DATE: 4-06-10 REEDCORP PROJECT NO. 09-399-2298 REEMORP ENGINEERING : �, 7539 a CONSULTING ELECTRICAL ENGINEERS Eot,2 7f1R1 L]Ileine�cf`en+or Ilrivo Cui�o 11(1 > � . 48" rA #3 TIES MIN. Q ® 12" O.C. 24" 18" DIA. DIA WITH 12" LAP. 12" LAP 1 i— 3" CL.R. 6 MIN. #4 VERT. TO TIES BARS FOUNDATION SECTION CONCRETE FOUNDATION (TYPE V) 2500 LBS ® 28 DAYS WITH BEVEL TOP FOR DRAINAGE CONDUIT(S) 24" BELOW GRADE. ALL RISERS AND 90' BENDS SHALL BE PVC SCH. 80 ANCHOR BOLTS BY MANUFACTURER 6 MIN. #4 VERTICAL WITH 3—#3 TIES WITHIN TOP 8 INCHES, ONE #3 TIE 3" FROM BOTTOM WITH REMAINDER #3 TIES MAX. 12" O.C. LIGHT STANDARD 'A' N.T.S. EX. 'MSB' 4 �'�- SEE E-1 EX//'FEEDER TO 'MSA' [3] !- EX. 20OA/3P DISCONNECT AND NEW PANEL 'P' 1 2 EX. CATV EQUIPMENT EX. SCE PAD MOUNT TRANSFORMER \I PLAN NOTES: ❑ EX. 20OA/3P, 208V FUSED DISCONNECT (NO FUSES) WIRED FOR TWO PHASES ONLY WITH TWO CONDUCTORS + G IN EX. 232" C. FROM EX. 'MS'. DISCONNECT NOT IN USE AND WAS FOR A TEMPORARY CONNECTION. F2] REMOVE EX. 200A/3P, 208V DISCONNECT AND REPLACE WITH NEW PANEL 'P'. AT SAME LOCATION. BOLT PANEL 'P' TO CONCRETE WALL. F3] EX. 272" C. WITH EX. WIRE. DISCONNECT AND REMOVE EX. WIRE AND PULL IN NEW 4 #4/0 + 1 # 6G AND CONNECT. ❑4 EX. 'MSB', 2500A, 1-2-b/.208V, 35�;...4W. EX. SCE METER N0. V349N-002813 ❑5 EX. 200A, 208V 3P'~Y d`RCUIT BREAKER. • CONNECT NEW FEEDER WIRE. F61 NEW CONDUIT/WIRE,,--.-FOR :NEW LIGH�'ING CIRCUITS AND FEEDER FOR PANEL 'P' SHOWN ON SHEET -:;t-:1.. ,_ EXISTING ENCLS=CIT AND EXIST.I.NG 'MSB' ��$tp� N.T.S. F 9 • DESIGN DATE: 4-06-10 REEDCORP PROJECT NO. 09-399-2298 REEMORP ENGINEERING : �, 7539 a CONSULTING ELECTRICAL ENGINEERS Eot,2 7f1R1 L]Ileine�cf`en+or Ilrivo Cui�o 11(1 > � .