277/480V.3PH.4W SINGLE LINE DIAGRAM A
5
SS FLS AC DATE IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES 14471 CHAMBERS RD, SUITE 210 TUSTIN, CA 92780 (714) 508-1780 508-1790 FAX 1775 HANCOCK ST, SUITE 120 SAN DIEGO, CA 92110 (619) 542-1188 542-1663 FAX 150 Paularino Avenue Suite A120 Costa Mesa, CA 92626 949.852.9995 949.852.1657 (fax) FBA Engineering Consulting Electrical Engineers fbaengr.com FBA Job Number: 223.015 FBA Engineering / Plot Date: 10/7/2016 10:43 AM / Plotted by: Blake Meech / Drawing Location: I:\223\015\E002_223015.dwg APP NO: 03-116761 FILE NO: 19-C12 277/480 VOLT SINGLE LINE DIAGRAM E002 SCALE: 277/480V.3PH.4W SINGLE LINE DIAGRAM A NONE FEEDER SCHEDULE G 12KV R 277/480V 3PH, 4W TRANSFORMER AIR INTERRUPTER SWITCH LOAD BREAK 1200A 3P 750KVA M UNIT SUBSTATION "USS-LH" OUTDOOR / WEATHERPROOF PROVIDE 4"C. WITH 3#4/0,12KV,133%,EPR AND (1) 4" CONDUIT ONLY SPARE FEEDER HV-L2 (E) MANHOLE EMH#3 X PROVIDE SPLICES AND CONNECTIONS TO THE EXISTING 12KV WEST LOOP FEEDER 3#500 KCMIL-15KV,133%,EPR (FIELD VERIFY)
Transcript of 277/480V.3PH.4W SINGLE LINE DIAGRAM A
SSFLSAC
DATE
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
14471 CHAMBERS RD, SUITE 210
TUSTIN, CA 92780
(714) 508-1780 508-1790 FAX
1775 HANCOCK ST, SUITE 120
SAN DIEGO, CA 92110
(619) 542-1188 542-1663 FAX
150 Paularino Avenue Suite A120
Costa Mesa, CA 92626
949.852.9995 949.852.1657 (fax)
FBA Engineering
Consulting Electrical Engineers
fbaengr.com
FBA Job Number: 223.015
FB
A E
ngineering / P
lot D
ate: 10/7/2016 10:43 A
M / P
lotted by: B
lake M
eech / D
raw
ing Location: I:\223\015\E
002_223015.dw
g
APP NO: 03-116761
FILE NO: 19-C12
277/480 VOLT
SINGLE LINE DIAGRAM
E002
SCALE:
277/480V.3PH.4W SINGLE LINE DIAGRAM A
NONE
FEEDER SCHEDULE
G
12KV
R
277/480V
3PH, 4W
TRANSFORMER
AIR INTERRUPTER
SWITCH
LOAD BREAK
1200A
3P
750KVA
M
UNIT SUBSTATION "USS-LH"
OUTDOOR / WEATHERPROOF
PROVIDE 4"C. WITH 3#4/0,12KV,133%,EPR
AND (1) 4" CONDUIT ONLY SPARE
FEEDER HV-L2
(E) MANHOLE EMH#3
X
PROVIDE SPLICES AND CONNECTIONS TO
THE EXISTING 12KV WEST LOOP FEEDER
3#500 KCMIL-15KV,133%,EPR
(FIELD VERIFY)
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OF:
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ENGINEER:
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ARCHITECT:
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DRAWN:
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JOB NO:
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15003
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Description
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Rev. Date
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SHEET NO:
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SHEET DESCRIPTION:
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STATE:
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CONSULTANT:
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No.
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CLIENT:
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"L" TOWER
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3600 WORKMAN MILL ROAD
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WHITTIER, CALIFORNIA 90601
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RIO HONDO
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COMMUNITY COLLEGE DISTRICT
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3600 WORKMAN MILL ROAD,
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WHITTIER, CALIFORNIA 90601
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SEISMIC AND CODE UPGRADES
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PROJECT NAME:
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CONSULTANT:
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RIO HONDO COLLEGE
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C-11045
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EXP.9-2017
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No. E 10372
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E
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F
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C
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Exp.
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09-30-16
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5/25/2016
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1
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7/29/2016
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ADDENDUM NO. 1
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2
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9/21/2016
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ADDENDUM NO. 6
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7
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10/7/2016
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ADDENDUM NO. 7
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FBA
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FBA
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PDW
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FBA
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GROUND FLOOR
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BASEMENT LEVEL
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HL1A
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2ND FLOOR
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3RD FLOOR
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4TH FLOOR
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5TH FLOOR
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6TH FLOOR
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HL2A
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HL3A
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HL4A
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HL5A
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HL6A
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DPH6
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LTG.
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HVAC
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F125/N 1 2" 3 1/0 6
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F400/NU 2 3" 3 4/0 2
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F700/NU 2 4" 3 500MCM 1/0
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F1600/DN 5 5" 5 500MCM 4/0
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F1200/DN 4 4" 5 350MCM 3/0
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F600/DN 2 4" 5 350MCM 1
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F400/DN 2 3" 5 3/0 2
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F300/DN 1 4" 5 350MCM 2
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F225/DN 1 3" 5 4/0 4
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F125/DN 1 2 1/2" 5 1/0 6
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F100/DN 1 2" 5 1 8
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F800/NU 3 4" 3 350MCM 2/0
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F150/DN 1 2 1/2" 5 1/0 4
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F800/DN 3 4" 5 350MCM 1/0
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F1000/DN 3 4" 5 500MCM 2/0
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F500/NU 2 4" 3 350MCM 1/0
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F600/NU 2 4" 3 500MCM 1/0
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F600/U 2 4" 4 500MCM 2/0
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F700/U 2 4" 4 500MCM 2/0
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F800/U 3 4" 4 350MCM 2/0
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F900/U 3 4" 4 500MCM 4/0
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F1000/U 3 4" 4 500MCM 4/0
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F1200/U 4 4" 4 500MCM 250MCM
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F1600/U 6 4" 4 500MCM 250MCM
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F2000/U 8 4" 4 500MCM 350MCM
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F2500/U 9 4" 4 500MCM 500MCM
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F3000/U 11 4" 4 500MCM 500MCM
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F4000/U 15 4" 4 500MCM 500MCM
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F350/NU - - - - -
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F350/U - - - - -
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F400/U 2 3" 4 4/0 2
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F500/U 2 4" 4 350MCM 1/0
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F200/N 1 2" 3 3/0 6
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F300/U 1 4" 4 500MCM 2
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F225/U 1 3" 4 250MCM 2
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F225/N 1 2 1/2" 3 4/0 4
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F250/N 1 2 1/2" 3 250MCM 4
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F300/N 1 3" 3 350MCM 4
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F350/N 1 4" 3 500MCM 2
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F400/N 2 2" 3 3/0 2
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F500/N 2 2 1/2" 3 250MCM 2
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F600/N 2 3" 3 350MCM 1
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F700/N 2 4" 3 500MCM 1/0
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F800/N 3 3" 3 350MCM 1/0
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F150/N 1 2" 3 1/0 6
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F175/N 1 2" 3 2/0 6
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F100 1 2" 4 1 8
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F1000 3 4" 4 500MCM 2/0
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F2000 6 4" 4 500MCM 250MCM
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F2500 7 4" 4 500MCM 350MCM
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F3000 8 4" 4 500MCM 500MCM
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F4000 11 4" 4 500MCM 500MCM
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F30/N 1 3/4" 3 10 10
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F40/N 1 1" 3 8 10
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F50/N 1 1" 3 6 10
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F60/N 1 1 1/4" 3 4 10
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F80/N 1 1 1/4" 3 2 8
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F90/N 1 1 1/4" 3 2 8
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F100/N 1 1 1/2" 3 1 8
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F110/N 1 1 1/2" 3 1 6
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F1200 4 4" 4 350MCM 3/0
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F1600 5 4" 4 500MCM 4/0
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F150 1 2" 4 1/0 6
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F175 1 2" 4 2/0 6
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F200 1 2 1/2" 4 3/0 6
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F225 1 3" 4 4/0 4
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F250 1 3" 4 250MCM 4
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F275 1 4" 4 350MCM 4
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F300 1 4" 4 350MCM 4
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F350 1 4" 4 500MCM 2
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F400 2 2 1/2" 4 3/0 2
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F500 2 3" 4 250MCM 2
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F600 2 4" 4 350MCM 1
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F700 2 4" 4 500MCM 1/0
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F800 3 4" 4 350MCM 1/0
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F900 3 4" 4 350MCM 2/0
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F110 1 2" 4 1 6
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F125 1 2" 4 1/0 6
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TYPE QUANTITY PHASE/NEUTRAL EQUIPMENT
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QUAN. SIZE QUAN. SIZE WIRE SIZE
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F20 1 3/4" 4 12 12
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F30 1 3/4" 4 10 10
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F40 1 1" 4 8 10
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F50 1 1 1/4" 4 6 10
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F60 1 1 1/2" 4 4 10
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F70 1 1 1/2" 4 4 8
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F80 1 2" 4 2 8
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F90 1 2" 4 2 8
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COPPER CONDUCTORS THW 600V (AWG)
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CONDUIT SIZE CONDUCTORS IN EACH CONDUIT
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FEEDER
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GROUND
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HIGH VOLTAGE CABLE GENERAL NOTES: 1. CABLE SHALL BE IN COMPLIANCE WITH THE LATEST APPLICABLE CABLE SHALL BE IN COMPLIANCE WITH THE LATEST APPLICABLE REQUIREMENTS OF UL, OSHA, NEMA, NEC, ASTM, AEIC AND ICEA FOR INSTALLATIONS INDICATED. 2. SPLICES SHALL BE IN COMPLIANCE WITH MANUFACTURER'S SPLICES SHALL BE IN COMPLIANCE WITH MANUFACTURER'S STANDARD RECOMMENDATIONS. SPLICES SHALL BE SUITABLE FOR CONTINUOUS IMMERSION IN WATER. 3. THE SPLICES AND TERMINATIONS SHALL MATCH AND BE COMPATIBLE THE SPLICES AND TERMINATIONS SHALL MATCH AND BE COMPATIBLE WITH THE RESPECTIVE CABLE TYPE, INSULATION, SHEILDING AND JACKET. 4. GROUND CABLE SHIELD AT EACH SPLICE AND TERMINATION. GROUND CABLE SHIELD AT EACH SPLICE AND TERMINATION. 5. CONDUCTORS SHALL BE JOINED BY "T" TYPE "Y" TYPE OR INLINE CONDUCTORS SHALL BE JOINED BY "T" TYPE "Y" TYPE OR INLINE (AS APPLICABLE) COMPRESSION, TINNED COPPER SLEEVE CONNECTORS, INSTALLED WITH HYDROLIC "DIE" COMPRESSION TOOL. SLEEVES SHALL HAVE CHAMFERED ENDS, AND CABLE STOPS TO PROPERLY CENTER ON CONDUCTOR. AMPACITY EQUAL TO CONDUCTOR. 3M-"SCOTCHLOK", BURNDY-"144 SPLICE".
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GENERAL NOTES: 1. AIC FOR USS-LH, EHL, HL1A, HL2A, HL5A AND DPH6 AIC FOR USS-LH, EHL, HL1A, HL2A, HL5A AND DPH6 SHALL BE 22K. AIC FOR SUB PANELBOARDS AND 120/208V PANELBOARDS ON THIS SHEET SHALL BE 10K 2. ALL FEEDER LENGTHS INDICATED ON THE SINGLE LINE DIAGRAM ALL FEEDER LENGTHS INDICATED ON THE SINGLE LINE DIAGRAM ARE ONLY FOR CALCULATION PURPOSES AND NOT FOR TAKE-OFF. 3. THE GROUNDING ELECTRODE, CONDUCTOR SIZE, AND THE NEUTRAL THE GROUNDING ELECTRODE, CONDUCTOR SIZE, AND THE NEUTRAL BOND AT THE GENERATOR AND SWITCHBOARD BOTH REQUIRE SIGNS INSTALLED AT THE SERVICE.
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%%UATS
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SN
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___A
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2"C. - 1#4/0 CU
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GEN
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150KW
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%%UEMERGENCY GENERATOR "EG-L"
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277/480V-3PH-4W
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60HZ - 150KW/150KVA
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225A/3P
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OUTDOOR, WEATHERPROOF
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NOTE:
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REMAIN. SOLID LINEWORK ( ) INDICATES ELECTRICAL EQUIPMENT,
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EXISTING ELECTRICAL EQUIPMENT, CONDUIT, DEVICES, ETC. TO
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DASHED LINEWORK (--------) ON SINGLE LINE DIAGRAM INDICATES
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CONDUIT, DEVICES, ETC. TO BE PROVIDED IN THIS SCOPE OF WORK.
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F225
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E
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F
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E005
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HLBA
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225A
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3P
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225A
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3P
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225A
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3P
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800A
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3P
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225A
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3P
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EHL
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F225
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F100
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F50N
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F225
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F225
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F225
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F225
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F100
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F800
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F225
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F100
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LTG.
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LTG.
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LTG.
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LTG.
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LTG.
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LTG.
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PROVISIONS
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EPL3
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EPL1
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F100
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EHL3
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EHL1
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F100
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F100
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EHL5
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EPL5
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EHLM
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F100
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F100
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F100
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F225
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1
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2
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3
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4
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5
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6
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USS-LH-1
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USS-LH-2
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USS-LH-3
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USS-LH-4
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USS-LH-5
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USS-LH-6
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EPL
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F100
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ATS-L-1
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EG-L
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F90N
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ELEV.#1
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50HP
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%%UAUTOMATIC TRANSFER SWITCH "ATS-L"
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400AMPERE-4P 277/480V-3PH-4W
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100,000 A.I.C.
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OUTDOOR, WEATHERPROOF
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GFR
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EPL-1
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EHL-1
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EPL1-20,22,24
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EHL1-25,27,29
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EPL1-26,28,30
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EHL1-26,28,30
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EHL-3
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HL1A-38,40,42
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HL3A-38,40,42
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HL5A-38,40,42
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225A
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3P
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F90N
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ELEV.#2
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50HP
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TVSS
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TVSS
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EATON SPD SERIES SURGE SUPPRESSION TYP. OF 2
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30KVA-480V-120V/208-3P-4W
SSFLSAC
DATE
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
14471 CHAMBERS RD, SUITE 210
TUSTIN, CA 92780
(714) 508-1780 508-1790 FAX
1775 HANCOCK ST, SUITE 120
SAN DIEGO, CA 92110
(619) 542-1188 542-1663 FAX
150 Paularino Avenue Suite A120
Costa Mesa, CA 92626
949.852.9995 949.852.1657 (fax)
FBA Engineering
Consulting Electrical Engineers
fbaengr.com
FBA Job Number: 223.015
FB
A E
ngineering / P
lot D
ate: 10/7/2016 10:43 A
M / P
lotted by: B
lake M
eech / D
raw
ing Location: I:\223\015\E
003_223015.dw
g
APP NO: 03-116761
FILE NO: 19-C12
120/208 VOLT
SINGLE LINE DIAGRAM
E003
SCALE:
120/208V.3PH.4W SINGLE LINE DIAGRAM A
NONE
G
12KV
R
120/208V
3PH, 4W
TRANSFORMER
AIR INTERRUPTER
SWITCH
LOAD BREAK
1800A
3P
500KVA
M
UNIT SUBSTATION "USS-LP"
OUTDOOR / WEATHERPROOF
FEEDER SCHEDULE
RIO HONDO COLLEGE
BUILDING FLOORS BLDG SQ FTLTG (W PER SQ FT) PWR (W PER SQ FT) HVAC (W PER SQ FT) TOTAL (W PER SQ FT)
AMPS
BASEMENT 9845 29535 49225 78760 157520 189.69
1ST FLOOR 9845 29535 49225 78760 157520 189.69
2ND FLOOR 9845 29535 49225 78760 157520 189.69
3RD FLOOR 9845 29535 49225 78760 157520 189.69
4TH FLOOR 9845 29535 49225 78760 157520 189.69
5TH FLOOR 9845 29535 49225 78760 157520 189.69
6TH FLOOR 9845 29535 49225 78760 157520 189.69
7TH FLOOR 1940 5820 9700 15520 31040 37.38
TOTAL AMPS 1365.22
X 0.30% 409.57
TOTAL 1774.79
PHASE SPARE CAPACITY
480 1.73 0.30 SERVICE AMPACITY 2000
TYP.
2
2
PROVIDE 4"C. WITH 3#4/0,12KV,133%,EPR
AND (1) 4" CONDUIT ONLY SPARE
FEEDER HV-L2
(E) MANHOLE EMH#3
X
PROVIDE SPLICES AND CONNECTIONS TO
THE EXISTING 12KV CAMPUS LOOP FEEDER
3#500 KCMIL-15KV,133%,EPR
(FIELD VERIFY)
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OF:
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ENGINEER:
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ARCHITECT:
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CHECK:
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DRAWN:
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DATE:
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JOB NO:
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15003
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Description
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Rev. Date
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SHEET NO:
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SHEET DESCRIPTION:
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STATE:
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CONSULTANT:
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ARCHITECT:
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No.
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CLIENT:
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"L" TOWER
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3600 WORKMAN MILL ROAD
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WHITTIER, CALIFORNIA 90601
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RIO HONDO
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COMMUNITY COLLEGE DISTRICT
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3600 WORKMAN MILL ROAD,
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WHITTIER, CALIFORNIA 90601
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SEISMIC AND CODE UPGRADES
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PROJECT NAME:
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CONSULTANT:
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RIO HONDO COLLEGE
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C-11045
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EXP.9-2017
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No. E 10372
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09-30-16
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5/25/2016
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1
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7/29/2016
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ADDENDUM NO. 1
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2
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9/21/2016
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ADDENDUM NO. 6
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7
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10/7/2016
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ADDENDUM NO. 7
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FBA
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FBA
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PDW
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FBA
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GROUND FLOOR
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BASEMENT LEVEL
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2ND FLOOR
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3RD FLOOR
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4TH FLOOR
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5TH FLOOR
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6TH FLOOR
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E
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400A
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3P
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400A
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3P
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F125/N 1 2" 3 1/0 6
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F400/NU 2 3" 3 4/0 2
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F700/NU 2 4" 3 500MCM 1/0
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F1600/DN 5 5" 5 500MCM 4/0
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F1200/DN 4 4" 5 350MCM 3/0
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F600/DN 2 4" 5 350MCM 1
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F400/DN 2 3" 5 3/0 2
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F300/DN 1 4" 5 350MCM 2
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F225/DN 1 3" 5 4/0 4
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F125/DN 1 2 1/2" 5 1/0 6
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F100/DN 1 2" 5 1 8
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F800/NU 3 4" 3 350MCM 2/0
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F150/DN 1 2 1/2" 5 1/0 4
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F800/DN 3 4" 5 350MCM 1/0
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F1000/DN 3 4" 5 500MCM 2/0
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F500/NU 2 4" 3 350MCM 1/0
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F600/NU 2 4" 3 500MCM 1/0
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F600/U 2 4" 4 500MCM 2/0
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F700/U 2 4" 4 500MCM 2/0
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F800/U 3 4" 4 350MCM 2/0
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F900/U 3 4" 4 500MCM 4/0
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F1000/U 3 4" 4 500MCM 4/0
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F1200/U 4 4" 4 500MCM 250MCM
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F1600/U 6 4" 4 500MCM 250MCM
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F2000/U 8 4" 4 500MCM 350MCM
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F2500/U 9 4" 4 500MCM 500MCM
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F3000/U 11 4" 4 500MCM 500MCM
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F4000/U 15 4" 4 500MCM 500MCM
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F350/NU - - - - -
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F350/U - - - - -
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F400/U 2 3" 4 4/0 2
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F500/U 2 4" 4 350MCM 1/0
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F200/N 1 2" 3 3/0 6
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F300/U 1 4" 4 500MCM 2
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F225/U 1 3" 4 250MCM 2
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F225/N 1 2 1/2" 3 4/0 4
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F250/N 1 2 1/2" 3 250MCM 4
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F300/N 1 3" 3 350MCM 4
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F350/N 1 4" 3 500MCM 2
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F400/N 2 2" 3 3/0 2
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F500/N 2 2 1/2" 3 250MCM 2
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F600/N 2 3" 3 350MCM 1
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F700/N 2 4" 3 500MCM 1/0
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F800/N 3 3" 3 350MCM 1/0
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F150/N 1 2" 3 1/0 6
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F175/N 1 2" 3 2/0 6
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F100 1 2" 4 1 8
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F1000 3 4" 4 500MCM 2/0
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F2000 6 4" 4 500MCM 250MCM
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F2500 7 4" 4 500MCM 350MCM
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F3000 8 4" 4 500MCM 500MCM
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F4000 11 4" 4 500MCM 500MCM
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F30/N 1 3/4" 3 10 10
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F40/N 1 1" 3 8 10
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F50/N 1 1" 3 6 10
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F60/N 1 1 1/4" 3 4 10
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F80/N 1 1 1/4" 3 2 8
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F90/N 1 1 1/4" 3 2 8
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F100/N 1 1 1/2" 3 1 8
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F110/N 1 1 1/2" 3 1 6
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F1200 4 4" 4 350MCM 3/0
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F1600 5 4" 4 500MCM 4/0
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F150 1 2" 4 1/0 6
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F175 1 2" 4 2/0 6
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F200 1 2 1/2" 4 3/0 6
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F225 1 3" 4 4/0 4
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F250 1 3" 4 250MCM 4
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F275 1 4" 4 350MCM 4
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F300 1 4" 4 350MCM 4
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F350 1 4" 4 500MCM 2
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F400 2 2 1/2" 4 3/0 2
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F500 2 3" 4 250MCM 2
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F600 2 4" 4 350MCM 1
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F700 2 4" 4 500MCM 1/0
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F800 3 4" 4 350MCM 1/0
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F900 3 4" 4 350MCM 2/0
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F110 1 2" 4 1 6
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F125 1 2" 4 1/0 6
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TYPE QUANTITY PHASE/NEUTRAL EQUIPMENT
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QUAN. SIZE QUAN. SIZE WIRE SIZE
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F20 1 3/4" 4 12 12
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F30 1 3/4" 4 10 10
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F40 1 1" 4 8 10
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F50 1 1 1/4" 4 6 10
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F60 1 1 1/2" 4 4 10
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F70 1 1 1/2" 4 4 8
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F80 1 2" 4 2 8
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F90 1 2" 4 2 8
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COPPER CONDUCTORS THW 600V (AWG)
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CONDUIT SIZE CONDUCTORS IN EACH CONDUIT
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FEEDER
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GROUND
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HIGH VOLTAGE CABLE GENERAL NOTES: 1. CABLE SHALL BE IN COMPLIANCE WITH THE LATEST APPLICABLE CABLE SHALL BE IN COMPLIANCE WITH THE LATEST APPLICABLE REQUIREMENTS OF UL, OSHA, NEMA, NEC, ASTM, AEIC AND ICEA FOR INSTALLATIONS INDICATED. 2. SPLICES SHALL BE IN COMPLIANCE WITH MANUFACTURER'S SPLICES SHALL BE IN COMPLIANCE WITH MANUFACTURER'S STANDARD RECOMMENDATIONS. SPLICES SHALL BE SUITABLE FOR CONTINUOUS IMMERSION IN WATER. 3. THE SPLICES AND TERMINATIONS SHALL MATCH AND BE COMPATIBLE THE SPLICES AND TERMINATIONS SHALL MATCH AND BE COMPATIBLE WITH THE RESPECTIVE CABLE TYPE, INSULATION, SHEILDING AND JACKET. 4. GROUND CABLE SHIELD AT EACH SPLICE AND TERMINATION. GROUND CABLE SHIELD AT EACH SPLICE AND TERMINATION. 5. CONDUCTORS SHALL BE JOINED BY "T" TYPE "Y" TYPE OR INLINE CONDUCTORS SHALL BE JOINED BY "T" TYPE "Y" TYPE OR INLINE (AS APPLICABLE) COMPRESSION, TINNED COPPER SLEEVE CONNECTORS, INSTALLED WITH HYDROLIC "DIE" COMPRESSION TOOL. SLEEVES SHALL HAVE CHAMFERED ENDS, AND CABLE STOPS TO PROPERLY CENTER ON CONDUCTOR. AMPACITY EQUAL TO CONDUCTOR. 3M-"SCOTCHLOK", BURNDY-"144 SPLICE".
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GENERAL NOTES: 1. AIC FOR USS-LP SHALL BE 42K. AIC FOR AIC FOR USS-LP SHALL BE 42K. AIC FOR DISTRIBUTION PANELS DPLB, DPL2, DPL4 AND DPL6 SHALL BE 22K. AIC FOR SUB PANELBOARDS ON THIS SHEET SHALL BE 10K. 2. ALL FEEDER LENGTHS INDICATED ON THE SINGLE LINE DIAGRAM ALL FEEDER LENGTHS INDICATED ON THE SINGLE LINE DIAGRAM ARE ONLY FOR CALCULATION PURPOSES AND NOT FOR TAKE-OFF. 3. THE GROUNDING ELECTRODE, CONDUCTOR SIZE, AND THE NEUTRAL THE GROUNDING ELECTRODE, CONDUCTOR SIZE, AND THE NEUTRAL BOND AT THE GENERATOR AND SWITCHBOARD BOTH REQUIRE SIGNS INSTALLED AT THE SERVICE.
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NOTE:
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REMAIN. SOLID LINEWORK ( ) INDICATES ELECTRICAL EQUIPMENT,
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EXISTING ELECTRICAL EQUIPMENT, CONDUIT, DEVICES, ETC. TO
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DASHED LINEWORK (--------) ON SINGLE LINE DIAGRAM INDICATES
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CONDUIT, DEVICES, ETC. TO BE PROVIDED IN THIS SCOPE OF WORK.
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F400
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PLBA
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PLPB
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MLB
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PL1A
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PL1B
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ML1
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F400
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DPL2
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PL2B
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PL2A
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ML2
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PL3B
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PL3A
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ML3
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400A
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3P
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F400
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DPL4
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PL4B
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PL4A
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ML4
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PL5B
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PL5A
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ML5
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400A
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3P
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F400
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DPL6
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PL6A
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ML6
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DPLB
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F
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E005
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PROVISION
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F225
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PLAN NOTES
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ROUTE WIRING BACK TO NETWORK HUB/HOST COMPUTER, METERING SHALL BE IN COMPLIANCE WITH SECTION 8.3 OF THE 2013 CEC TITLE 24 NON-RESIDENTIAL COMPLIANCE MANUAL.
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HOST COMPUTER
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HUB
(E) STUDENT SERVICES
BUILDING
03-111391
(NOT IN SCOPE)
(E) SCIENCE/MATH BUILDING
03-100187
03-110026
(NOT IN SCOPE)
(E) STUDENT UNION
BUILDING
03-112801
(NOT IN SCOPE)
QUAD DESIGN
03-112616
(NOT IN SCOPE)
SERVICE DRIVE
(E) SCIENCEBUILDING
STAIR TOWER03-25081 (E) GREEN
HOUSE TO
REMAIN
(E) GREENHOUSE
TOREMAIN
LOADING
AREA
QUAD DESIGN
03-112616
(NOT IN SCOPE)
QUAD DESIGN
03-112616
(NOT IN SCOPE)
QUAD DESIGN
03-112616
(NOT IN SCOPE)
(E) BUSINESS
03-25081(NOT IN SCOPE)
(E) ADMINISTRATION
03-110026
(NOT IN SCOPE)
ADMIN LOT G
"L" TOWER
SSFLSAC
DATE
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
14471 CHAMBERS RD, SUITE 210
TUSTIN, CA 92780
(714) 508-1780 508-1790 FAX
1775 HANCOCK ST, SUITE 120
SAN DIEGO, CA 92110
(619) 542-1188 542-1663 FAX
150 Paularino Avenue Suite A120
Costa Mesa, CA 92626
949.852.9995 949.852.1657 (fax)
FBA Engineering
Consulting Electrical Engineers
fbaengr.com
FBA Job Number: 223.015
FB
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lot D
ate: 10/7/2016 10:43 A
M / P
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APP NO: 03-116761
FILE NO: 19-C12
ELECTRICAL SITE PLAN
ES100
NORTH
0 10' 20' 40' 80'
ELECTRICAL SITE PLAN
SCALE: 1"=20'-0"
1
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7
7
7
7
7
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SHAFT
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STAIR #1
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SHAFT
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STAIR #1
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E
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E
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E
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E
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E
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E
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ER
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E
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E
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E
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E
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E
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E
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(E)CMH #3
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(E)EMH #3
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ER
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ER
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(RE)WALL MOUNT COMM PULLBOX
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ER
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ER
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ER
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ER
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E
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E
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E
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E
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E
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(E)12KV PULLBOX
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(E)CMH #28
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(N)NEW 12KV - 480/277V SUB-STATION
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(N)12KV - 208/120V SUB-STATION
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E
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E
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E
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E
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E
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E
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E
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E
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(E)EMH #2
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(E)CMH #2
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E
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E
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E
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E
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E
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E
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(E)EMH #4
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(E)CMH #16
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WP EMERGENCY GENERATOR
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(E)EMERGENCY BACK-UP GENERATOR
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(N)EMH #__ 5'x10'xH H = TBD
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(RE)12KV WALL MOUNT PULLBOX
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(N)CMH #__ 5'x10'xH H = TBD
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(RE)CONDUIT BACK TO DESIGNATED (E)MH OR (E)PULL BOX. (TYPICAL)
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1
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ES102
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1
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ES101
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DIST.
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MAIN
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TRANSFORMER
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LOAD
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12KV - 480/277V
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1200A
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INTER.
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DIST.
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MAIN
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12KV - 120/208V
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LOAD
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1200A
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INTER.
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(E)4160V TRANSFORMERS
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(RE)4160V OFC'S
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1
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TYP.
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FIRE ALARM CONTROL PANEL
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FIRE ALARM REMOTE ANNUNCIATOR
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2
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TO "FACP"
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3
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DOUBLE CHECK VALVE
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MM
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(3)
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2
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4
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S
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FACP
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E404
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FAA
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E404
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EG-L
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E002
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6
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1
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(N)FEEDERS HV-L1 AND HV-L2
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OF:
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ENGINEER:
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ARCHITECT:
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CHECK:
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DRAWN:
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DATE:
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JOB NO:
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15003
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Description
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Rev. Date
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SHEET NO:
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SHEET DESCRIPTION:
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STATE:
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CONSULTANT:
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ARCHITECT:
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No.
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CLIENT:
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"L" TOWER
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3600 WORKMAN MILL ROAD
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WHITTIER, CALIFORNIA 90601
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RIO HONDO
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COMMUNITY COLLEGE DISTRICT
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3600 WORKMAN MILL ROAD,
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WHITTIER, CALIFORNIA 90601
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SEISMIC AND CODE UPGRADES
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PROJECT NAME:
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CONSULTANT:
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RIO HONDO COLLEGE
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C-11045
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EXP.9-2017
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7/29/2016
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2
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7
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FBA
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FBA
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PDW
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FBA
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PLAN NOTES:
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DISCONNECT AND REMOVE EXISTING FLOOD LIGHT LUMINAIRES,BASES AND ASSOCIATED CONDUIT AND WIRING
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- 1 ¼” C - 3#10 AND 8#14 TO AUTOMATIC TRANSFER SWITCH FOR C - 3#10 AND 8#14 TO AUTOMATIC TRANSFER SWITCH FOR ENGINE STOP-START CONTROLS, OVERLOAD SHEDDING, ENGINE EXERCISING CONTROL, AND MONITORING. - 1 ½” C - 18#14 AND 3#10 TO REMOTE ENGINE GENERATOR C - 18#14 AND 3#10 TO REMOTE ENGINE GENERATOR ANNUNCIATOR PANEL. - ¾” C - 3#12 & 1#12-GROUND TO PANEL EPL - 1, 3. PROVIDE C - 3#12 & 1#12-GROUND TO PANEL EPL - 1, 3. PROVIDE CONNECTIONS TO GENERATOR LIGHTING, RECEPTACLES, ENGINE BLOCK HEATERS, ALTERNATOR ANTI-CONDENSATION HEATER, FUEL DAY TANK PUMPS, BATTERY CHARGER, ETC … AS PER AS PER MANUFACTURER'S REQUIREMENT. - 1 ¼ “ C - 8#10 TO MAIN FIRE ALARM CONTROL PANEL FOR C - 8#10 TO MAIN FIRE ALARM CONTROL PANEL FOR GENERATOR “RUN-FAIL-READY” MONITORING AND RUN-FAIL-READY” MONITORING AND MONITORING AND EMERGENCY “RUN-STOP” BYPASS RUN-STOP” BYPASS BYPASS - 1” C - 5#10 TO ENGINE GENERATOR EMERGENCY SHUTDOWN C - 5#10 TO ENGINE GENERATOR EMERGENCY SHUTDOWN CONTROL STATION. VERIFY LOCATION OF REMOTE ANNUNCIATOR PANEL AND SHUTDOWN CONTROL STATION WITH COLLEGE.
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VERIFY EXACT LOCATION WITH CIVIL DRAWING PRIOR TO ROUGH-IN.
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PROVIDE CONNECTION TO EMERGENCY GENERATOR PER MANUFACTURER'S REQUIREMENTS.
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SEE SINGLE LINE DIAGRAM FOR FEEDER REQUIREMENTS.
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CORE EXISTING MANHOLE AND EXTEND 12KV FEEDERS AS INDICATED. ROUTE FEEDERS CONCRETE ENCASED, +36" BELOW GRADE MINIMUM.
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6
ELEC
B10A
ELECTRICAL
B20
"EMERGENCY"
ELECTRICAL
B20A
DATA
B18
SSFLSAC
DATE
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
14471 CHAMBERS RD, SUITE 210
TUSTIN, CA 92780
(714) 508-1780 508-1790 FAX
1775 HANCOCK ST, SUITE 120
SAN DIEGO, CA 92110
(619) 542-1188 542-1663 FAX
150 Paularino Avenue Suite A120
Costa Mesa, CA 92626
949.852.9995 949.852.1657 (fax)
FBA Engineering
Consulting Electrical Engineers
fbaengr.com
FBA Job Number: 223.015
FB
A E
ngineering / P
lot D
ate: 10/7/2016 10:43 A
M / P
lotted by: B
lake M
eech / D
raw
ing Location: I:\223\015\E
S101_223015.dw
g
APP NO: 03-116761
FILE NO: 19-C12
ELECTRICAL SITE PLAN
ES101
NORTH
ENLARGED ELECTRICAL SITE PLAN
SCALE: 1/8"=1'-0"
1
SECTION
SCALE: 1/8"=1'-0"
2ELECTRICAL CONDUIT RACK DETAIL
SCALE: N.T.S.
3
CONDUIT ANCHORAGE TO CONCRETE DECK STRUCTURE
SCALE: N.T.S.
4
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STAIR #1
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TUNNEL
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T
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E002
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EPL
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E002
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EHL
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E002
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USS-LH
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E002
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USS-LP
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E002
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2
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-
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36x36x10 WALL MOUNT OUTDOOR,
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WEATHERPROOF PULL BOX
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3
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-
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DIST.
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MAIN
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TRANSFORMER
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LOAD
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12KV - 480/277V
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1200A
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INTER.
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DIST.
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MAIN
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12KV - 120/208V
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LOAD
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1200A
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INTER.
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(TYPICAL: 2)
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ATS-L
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E002
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FEEDER EG-L
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FEEDER USS-LH-1
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PROVIDE THREE (3) 4" CONDUITS WITH
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24 SM/12 MM FIBER PAIRS AND 100 PAIR
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COPPER. PROVIDE (3) 2"C.O. SPARES.
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15'-0" SECOND FLOOR
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0'-0" GROUND FLOOR
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30'-0" THIRD FLOOR
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-10'-0" INTERMEDIATE LEVEL
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-15'-0" LOWER LEVEL
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INTERIOR CEILING
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INTERIOR CEILING
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36x36x10 PULL BOX
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UNIT SUBSTATION
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3
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-
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OF:
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ENGINEER:
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ARCHITECT:
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CHECK:
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DRAWN:
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DATE:
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JOB NO:
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15003
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Description
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Rev. Date
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SHEET NO:
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SHEET DESCRIPTION:
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STATE:
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CONSULTANT:
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ARCHITECT:
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No.
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CLIENT:
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"L" TOWER
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3600 WORKMAN MILL ROAD
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WHITTIER, CALIFORNIA 90601
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RIO HONDO
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COMMUNITY COLLEGE DISTRICT
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3600 WORKMAN MILL ROAD,
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WHITTIER, CALIFORNIA 90601
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SEISMIC AND CODE UPGRADES
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PROJECT NAME:
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RIO HONDO COLLEGE
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7/29/2016
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7
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ADDENDUM NO. 7
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FBA
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FBA
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PDW
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FBA
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3'-0"
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CONCRETE GROUND FLOOR
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THREAD ENGAGEMENT
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INSURE EQUAL
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AT MID. HT. TO
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WITH 1/8" HOLE
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EXTENSION NUT
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3"
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@ 6;'-0" O.C.
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P1001 UNISTRUT TRAPEZE
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WITH STIFFENER
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@ 6'-0" O.C.
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STEEL ROD (TYP.)
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1/2" ALL THREAD
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12 GA. SINGLE SLOTTED CHANNEL SPANNING
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4 FLUTES MIN. OF METAL DECK
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1/2" DIA. BOLT, WASHER
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P-W SPW-0102 SERIES
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FOR TRANSVERSE CONDUIT
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SUPPORT
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AND CHANNEL NUT
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SEISMIC BRACKET
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WASHER (TYP.)
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ROD WITH CHANNEL NUT
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1/2" THREADED HANGER
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TO CLEVIS OR J-HANGER.
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ENLARGED DEPTH
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2 1/2" MIN.
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CONCRETE GROUND FLOOR
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PROVIDE LONGITUDINAL BRACE
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O.V. IN ALTERNATE PATTERN.
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SIDES OF TRAPEZE AT 12'-0"
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LATERAL BRACE ON OPPOSITE
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OF 1 IS REQUIRED.
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AT 24'-0" O.C.(MINIMUM
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P1000 UNISTRUT BRACE LOCATE
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3'-0"
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3"
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3"
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3"
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3"
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3"
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2"
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2-1/2"
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2-1/2"
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2-1/2"
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2-1/2"
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2-1/2"
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2-1/2"
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2-1/2"
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2-1/2"
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2-1/2"
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2-1/2"
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4"
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4"
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4"
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4
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-
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3/8" DIA. HILTI KB-TZ (ICC ESR-1917) OR APPROVED EQUAL PROVIDE A MINIMUM OF 4 PER CHANNEL
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1/2" DIA. HILTI KB-TZ (ICC ESR-1917) OR APPROVED EQUAL
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7
ADMIN LOT G
SSFLSAC
DATE
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
14471 CHAMBERS RD, SUITE 210
TUSTIN, CA 92780
(714) 508-1780 508-1790 FAX
1775 HANCOCK ST, SUITE 120
SAN DIEGO, CA 92110
(619) 542-1188 542-1663 FAX
150 Paularino Avenue Suite A120
Costa Mesa, CA 92626
949.852.9995 949.852.1657 (fax)
FBA Engineering
Consulting Electrical Engineers
fbaengr.com
FBA Job Number: 223.015
FB
A E
ngineering / P
lot D
ate: 10/7/2016 10:43 A
M / P
lotted by: B
lake M
eech / D
raw
ing Location: I:\223\015\E
S102_223015.dw
g
APP NO: 03-116761
FILE NO: 19-C12
ELECTRICAL SITE PLAN
ES102
5'-0" X 10'-6" X 84" MANHOLE 4
ENLARGED ELECTRICAL SITE PLAN 1
SECTION 3
SECTION (TYPICAL ELECTRICAL & COMMUNICATION) 2
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(E) EMH #3
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(E) CMH #3
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(E) 12KV PULL BOX
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E
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E
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E
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(N)CONDUIT TO BE RAN TO
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(E)MH OR (E)PULL BOX.
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E
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(N)CMH #3a 5'x10'-6"x7'
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(N)EMH #3a 5'x10'-6"x7'
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(E) 12KV CAMPUS WEST
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LOOP
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PROVIDE TWO (2) SETS OF 5"C. WITH 3#500 KCMIL-15KV,
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133%%%,EPR AND ONE (1) 4" CONDUIT ONLY SPARE.
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(MATCH EXISTING-FIELD VERIFY)
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PROVIDE 240MM FIBER PAIRS,360 SM FIBER PAIRS AND
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1500 PAIR CAT 3 CABLES IN THREE (3) 2" AND NINE (9)
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4" CONDUITS TO MATCH CAMPUS COMMUNICATIONS LOOP.
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(MATCH EXISTING-FIELD THE EXISTING VERIFY)
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OF:
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ENGINEER:
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ARCHITECT:
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CHECK:
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DRAWN:
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DATE:
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JOB NO:
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15003
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Description
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Rev. Date
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SHEET NO:
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STATE:
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CONSULTANT:
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ARCHITECT:
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No.
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CLIENT:
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"L" TOWER
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3600 WORKMAN MILL ROAD
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WHITTIER, CALIFORNIA 90601
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RIO HONDO
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COMMUNITY COLLEGE DISTRICT
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3600 WORKMAN MILL ROAD,
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WHITTIER, CALIFORNIA 90601
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SEISMIC AND CODE UPGRADES
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PROJECT NAME:
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CONSULTANT:
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RIO HONDO COLLEGE
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FBA
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FBA
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PDW
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FBA
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SCALE:
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N.T.S.
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%%UPLAN VIEW
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%%USECTION C-C
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72"
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138"
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98"
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49"
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49"
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6"
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7"
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C
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C
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"GRD"
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"GRD"
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"GRD"
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D
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A
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B
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E
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A
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D
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E
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B
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%%UMANHOLE NOTES:
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MANHOLE DESIGNED IN ACCORDANCE WITH AASHTO
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H-20-44 TRAFFIC BRIDGE LOADING USING 5,500
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PSI [37.92MPa] COMPRESSIVE STRENGTH CONCRETE
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AND 60,000 PSI [413.2MPa] YIELD STRENGTH ASTM
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A-706 STEEL REINFORCEMENT PER CALCS. #31036.
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MANHOLE TO BE PLACED ON A MIN. 6" CRUSHER
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RUN FOR EASE OF INSTALLATION AND EVEN LOAD
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DISTRIBUTION.
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LIMIT OF COVER OVER TOP SECTION IS 1'-6"
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TO 4'-0".
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%%uFOLLOWING MATERIAL TO BE SHIPPED WITH MANHOLE%%u
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(a) 7/8" x 1 3/4" CONSEAL GASKET (45 FT. REQUIRED)
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%%UMANHOLE ORDERING INFORMATION:
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K5106-FM84-11 FOR ASSEMBLY AS SHOWN.
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PER EDISON SPEC. UGS 300 M-10 (310)
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TOTAL WEIGHT OF ASSEMBLY AS SHOWN
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1. UV5106-B42-11, 42" BOTTOM SECTON, WT. 14,778 lbs.
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2. UV5106-T42-11M, 42" TOP SECTION, WT. 14,151 lbs.
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3. 13" DIA. x 12" DIA. SUMP x 4 1/2" DEEP, LOCATE AS
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FOLLOWS: BOTTOM SECTION (1) CORE MTD.
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4. 5" DIA. TERMINATORS WITH LOCATOR FOR 6" WALLS,
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LOCATE AS FOLLOWS: BOTTOM SECTION (24) SHELL MTD.;
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5. 7/8" DIA. x 6" GALVANIZED PULL IRON, LOCATE AS
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FOLLWS: BOTTOM SECTION (4) CORE MTD.; TOP SECTION
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6. 1/2" THREADED BRONZE INSERT BRAZED TO
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STRUCTURAL STEEL REBAR. "GRD" SHALL BE STENCILED
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IN RED LETTERS (1 1/2" MINIMUM, 2" MAXIMUM) ON
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CONCRETE ABOVE EACH INSERT, LOCATE AS FOLLOWS:
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7. 1/2" PLASTIC INSERT. LOCATE AS FOLLOWS: BOTTOM
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8. 1/2" P-36-T INSERT. LOCATE AS FOLLOWS: TOP
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%%USECTION A-A
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%%USECTION B-B
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%%USECTION E-E
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%%USECTION D-D
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(b) 1/2" x 6" GALVANIZED "J" BOLTS (4 REQ'D)
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procedures.
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measurements shall not exceed
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between the supplier and purchaser.
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20 Feet and over as agreed upon
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10 to 20 Feet 3/4"
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0 to 10 Feet 1/2"
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Measured Length: Allowable Difference
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the following:
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7. Squareness Tolerance:
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6. Permissible Variations:
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5. The Jensen Engineer will
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4. Do not scale the drawings, verify all
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3. Structural modification to the
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Dimensional Tolerances - The length,
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The difference between such
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determined by diagonal measurements.
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component shall be square as
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The inside of the precast concrete
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between the supplier and purchaser.
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10 to 20 Feet as agreed upon
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5 to 10 Feet 3/8"
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0 to 5 Feet 1/4"
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Dimensions: Tolerance:
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more than the following:
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deviate form design dimensions by
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the inside surfaces shall not
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of the structure when measured on
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width, height, or dia. measurements
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in case of possible conflict or
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interpret the intent of the drawings
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notify the Jensen Engineer
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if any discrepancies are found,
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dimensions including rough openings,
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Engineering Department.
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permitted without prior written
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Jensen line of products is not
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discrepancy.
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immediately.
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approval from Jensen
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2. Installation of Manholes, Vaults,
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1. Minimum soil bearing capacity is
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GENERAL NOTES:
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be as per Jensen installation
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Handholes, Meter Boxes etc. will
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the soil bearing capacity.
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shall not be held responsible for
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the end user. Jensen Precast
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provided to Jensen Precast by
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geotechnical report that shall be
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unless otherwise documented by a
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hereby assumed to be 2000 PSF
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2
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1
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3
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7
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5
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6
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3
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2
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4
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1
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7
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INSIDE WALL AND CEILING TO BE PAINTED WHITE.
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1
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10
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6
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5
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8
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2
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4
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5
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4
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2
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6
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7
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3
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5
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2
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4
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5
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1
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"GRD"
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10
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8
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"GRD"
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6
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4
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5
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"GRD"
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4
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1
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5
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3
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7
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1
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7
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8
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6
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7
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1
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2
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4
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EDISON
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7"
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9. MN36-N12, 12" CONE/NECK SECTION. WT. 430#.
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10. MN36-R3, 3" RISER RING. WT. 146#.
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11. MN36-R6, 6" RISER RING. WT. 301#.
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12. MN36-R12, 12" RISER RING. WT. 602#.
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13. 30" DIA. A-1106 CAST IRON RING . WT. 95#.
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14. 30" DIA. A-1106 CAST IRON TRAFFIC COVER. MARK
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15. 1/2" P-36-T INSERT, NECK SECTION (4) SURFACE MTD.
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16. 1/2" x 5" ADJUSTING BOLT W/(2) NUTS & WASHERS
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17. 5/8" x 1 1/2" STAINLESS STEEL HEX HEAD BOLT.
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%%UCOVER & NECK ORDERING INFORMATION:
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K36-MN14-11T FOR ASSEMBLY AS SHOWN
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PER EDISON SPEC. UGS 318
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TOTAL WEIGHT OF ASSEMBLY IS 1,135#.
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%%UCOVER & NECK NOTES:
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CONCRETE DESIGNED IN ACCORDANCE WITH AASHTO
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HS 20-44 TRAFFIC BRIDGE LOADING USING 5,500
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PSI COMPRESSIVE STRENGTH CONCRETE AND 60,000
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PSI YIELD STRENGTH ASTM A-706 STEEL REINFORCING
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PER CALCS. #31637.
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IS 27,989 Lbs.
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%%UPLAN NOTES:
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TOP SECTION (8) SHELL MTD.
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(4) CORE MTD.
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(4) REQ'D.
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EACH. (4) REQ'D.
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"EDISON" WT. 290#.
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SECTION (4) CORE MTD.
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SECTION (16) CORE MTD.
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BOTTOM SECTION (2) CORE MTD.; TOP SECTION (4)
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CORE MTD.
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10
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11
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12
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16
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9
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13
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14
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15
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SCALE:
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1/8" = 1'
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SCALE:
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N.T.S.
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±
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±
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SCALE:
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N.T.S.
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CUT THROUGH AND CONNECT TO EXISTING RETAINING WALL
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EXISTING RETAINING WALL
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PROPOSED RETAINING WALL
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PROPOSED FIRE LANE (PAVEMENT SECTION PER PLAN)
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EXISTING GROUND
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EXISTING GROUND
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ADMIN LOT G
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EXISTING PAVEMENT
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EXISTING GROUND
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PROPOSED RETAINING WALL
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PROPOSED FIRE LANE (PAVEMENT SECTION PER PLAN)
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EXISTING GROUND
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REMOVE EXISTING PLANTER WALL
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EXISTING GROUND
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FINISH GROUND
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TO EXISTING ELECTRICAL PULL BOX OR CMH
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TO EXISTING EMH #3 OR CMH #3
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NEW EMH OR CMH
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NEW EMH
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NEW CMH
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HS 20-44 RATING
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7
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7
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7
