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FDR. 1 -8 _ FDR. 1 -8 <br /> TO SUBSTATION #8-1 2-8 I FDR. 2-81'4- TO UST SUBSTATION(V22-3) #35-6 a) <br /> VAULT (V22-13) ,..} <br /> SEE DWG. 40-22-E4A SEE DWG. 40-22-E4C L C \ D , <br /> L_ <br /> LOAD BREAK <br /> 0 SWITCH <br /> o <br /> T c 15KV R.M. PRIMARY FUSE G =\ `R A I_ \ 0 T—S <br /> SURGE ARRESTORS <br /> SU3STATIO\ #83 / I <br /> 1500 2000KVA TRANSFORMER 1. PANEL ID PREFIX: 4: 480V VAULT (V22-8) 12.5KV-480/277V 3: 480Y/277V 1-- <br /> 3PH,4W,60HZ. <br /> SPACES: A5,A8,A9 2: 208/120V nui <br /> r <br /> 0 VOLTMETER a_ <br /> UM Q 0 VOLTMETER SW. 2. (#) IN PANEL SYMBOL INDICATES BRANCH <br /> AMMETER 0 CIRCUIT. ie. (7) 7abc OR 7,9,11 O <br /> LJ— <br /> AMMETER SW. 0 Q CT'S 3. TRANSFORMERS DELTA-WYE UNLESS w <br /> OTHERWISE NOTED. = <br /> T 4. EMERGENCY DISTRIBUTION PANELS ARE LOCATED IN v) <br /> MAIN <br /> 3000AF VAULTS (SEE DWG. 22-348) WITH FEEDERS TO EACH <br /> \v 2100AT EMERGENCY PANEL, SIZED FOR VOLTAGE DROP. <br /> 480 / 277V BUS Al A2 A3 A4 A5� A6 A7 Al A8 A9 <br /> 5. LOADS SHOWN ON EMERGENCY DISTRIBUTION PANELS <br /> ARE FOR NORMAL POWER ONLY. <br /> 6. KVA LOADS SHOWN ARE 100% DEMAND FACTOR. <br /> MOTOR LOADS SHOWN ARE TOTAL HP WITH NO <br /> T T T n n DIVERSITY FACTOR. <br /> 1000AF ) 800ATF / 400ATF ) 400ATF ) HDWR 1600A600ATF / 700ATF / 800ATF / HDWR HDWR 800ATF I 800ATF <br /> 1000AT/ <br /> R -F-R - \ C = DRAW \ GS <br /> (3) 3"C, 3#500MCM EACH <br /> C0 \ STR „ CTIO \ \ OTFS <br /> SECONDARY TIE TO VAULT V22-9A TIE TO SUB #8-6 <br /> 2) 3 1/2"C, 4#500MCM EACH REVISED TO REFLECT AS-BUILT FIELD CONDITION. <br /> (SEE DWG. 40-23-E4) <br /> (2)3 1/2"C, 4#350KCMIL EA. <br /> (2)2 1/2"C, 3#4/0 EA. 1 (2)3"C, (3)500KCMIL & 1/0 GND EA <br /> 1000A BUS ©E-F6.75 4V22- <br /> '� HYDRAULIC HYDRAULIC 3V22— PENTHOUSES 8BE1.5—D <br /> �� �� �� PUMP UNIT PUMP UNIT 8UE7D "S" & "L" <br /> 125A 150A #1 #2SOOA MLO <br /> 600A MLO (ROOF) <br /> '1)215X7110X3X41 <br /> 1 1/2"C, 3#1 <br /> 1-1/2"C, (3)#1 3"C, 3#250kcmil - (2)3 1/2"C, 4#350KCMIL EA. 1 1/4"C, 3116 v <br /> �— 3"C, 3#4/0 TO ATS, SEE DWG. 1"C, 3#4 v <br /> 40-022-E5 FOR CONT. <br /> 3"C, 4#4/0 vv �..ti <br /> 4V22- 4V22- <br /> 8F3.5 8D8.5 <br /> 225A MCB 225A MLO <br /> (8) <br /> 3V22- 3V22- 3V22- 3V22- <br /> 8E6 8UE6 8E8 8UE8 <br /> 225A MCB 225A MCB . 225A MCB 225A MCB <br /> ET <br /> (3)#1 3#6 <br /> 2 1/2"C ❑T 75KVA ❑T II 75KVA rT 45KVA W 45KVA <br /> (4)#4/O (1)#4G ,,, 3"C, 4#4/0 . 2 1/2"C, 4#2/0 <br /> 2"C, 4#2/0 <br /> 2V22-8E9 2V22- 2V22- 2V22- 2V22- 2V22- <br /> 225A 8F3.5 8E7 8UE7 8UE5 8UF5.5 <br /> 225A MCB 225A MCB 225A MCB <br /> ADD NEW <br /> 225A MB <br /> (10) (38) PANEL <br /> 4#2 1 1/2"C, 4#2,#6G <br /> 2V22- 2V22- <br /> 8UE4-5 8UF5.5-1 <br /> 100A MCB 125A MCB <br /> J <br /> i j £ A § ' <br /> ' <br /> 4 ' p it f y' ,z"' `S . <br /> S BSTATIO \ 8 - 3 V22 - 8 - 0 \ F LI \ I DAGRAV , <br /> SCALE: NTS www.brph.com Copyright©2019 <br /> Architects Engineers, Inc. <br /> 19020 33rd Ave W,Suite 530 State of Washington <br /> Lynnwood,Washington,98036 Architecture <br /> of o 603235512zation <br /> 425-921-3500 Architecture No. <br /> Engineering No.3137 <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 4� ILITY DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE <br /> �PRIE sc�.P THSACCDESGNBND/OR CHECKED U9/17/19 ONE LINE DIAGRAM - SUBSTATION 8®3 (V22-$) A 09/17/19 , <br /> A Issue For Permit — 767 Rate Increase FA VTB SMS 09/17/19 °� wnsy��'�r��� SPECIFICATION IS APPROVED BLB 09/17/19 SHEET <br /> Sisa �� �„ ENGINEER TITLE 767 RATE INCREASE - FAII <br /> �► <br /> ® (" 0 „ r -, APPROVED BY DEPT. DATE SMS 09/17/194 Atikj ,,10 1 f. /' CHECKED <br /> r t ^, BUILDING 40-022 JOB NO. COMP NO. <br /> �014 APPROVED EVE-18-30055-602 <br /> ��•�' �EGISTBR� ti� DWG NO. <br /> AA,' <br /> -�v <br /> o� "- APPROVED ELECTRICAL MASTER EVERETT, WA 40-022-E4B-602 <br />