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DWG NO. REMOVAL/INSTALL REVISION90‐9901‐12R REMOVAL CR190‐9901‐12 INSTALL D1466507‐4 INSTALL 6AD‐1101 INSTALL 0AD‐1102 INSTALL 0AD‐1103 INSTALL 0AD‐1201 INSTALL 0AD‐2101 INSTALL 0BD‐2102R REMOVAL 0R1D‐2102 INSTALL 1AD‐2103R REMOVAL 0R1D‐2104 INSTALL 0BD‐2105 INSTALL 0AD‐2106 INSTALL 0A METER PANEL‐PANEL ELEVATIOND‐3101 INSTALL 0A SOUTH BUS POTENTIAL TRANSFORMER DIAGRAMD‐3201 INSTALL 1AD‐3301R REMOVAL 0R1D‐3301 INSTALL 1AD‐4001 INSTALL 0BD‐4002 INSTALL 0AD‐4901 INSTALL 0AD‐5001 INSTALL 0AD‐5002 INSTALL 0AD‐5003 INSTALL 0A WIRING DIAGRAM‐COMMUNICATION PROCESSOR (SEL‐2030‐2)D‐5501 INSTALL 0A INTERCONNECTION WIRING, SOUTH BUS TIE BREAKERED92‐0002 INSTALL 7B
0B0B
C15A‐‐‐‐0A0A6A‐‐‐‐
DSG19083 ‐ CITY OF AZUSA MED VOLTAGE CIRCUIT BREAKER DRAWING INDEX
DRAWING TITLE
SOUTH BUS TIE 12KV‐AC & DC SCHEMATIC DIAGRAM SHT. 1
AZUSA SUBSTATION‐SINGLE LINE DIAGRAM
SUPPORT DOCUMENTS
SUBSTATION EXPANSION, SUBSTATION DETAIL: NEW UNDERGROUND GETAWAYS
SOUTH BUS TIE 12KV‐SWITCHRACK LOADING CRITERIA
A5405 BUS TIE 12KV ‐ AC & DC ELEMENTARY
BELOW GROUND GROUNDING PLANSOUTH BUS TIE 12KV‐FOUNDATION PLANSOUTH BUS TIE 12KV‐BREAKER FOUNDATION DETAILSSOUTH BUS TIE 12KV‐SWITCHRACK FOUNDATION DETAILSSOUTH BUS TIE 12KV‐GROUNDING AND CONDUIT DETAILS
COMMUNICATION PROCESSOR BACK PANEL ELEVATION
SOUTH DISTRIBUTION RACK AC PANELBOARD
BELOW GROUND GROUNDING PLAN
DELIVERABLE DOCUMENTS
BM‐0001 BILL OF MATERIAL
D‐2102 COMMUNICATION PROCESSOR PANEL ELEVATION
12KV BUS TIE BREAKER CONTROL SCHEMATIC
A5506
E91‐2‐11E91‐2‐12
SOUTH BUS TIE 12KV‐SWITCHRACK ADDITION
NETWORKING DIAGRAM
SOUTH BUS TIE 12KV‐STD. ELEC. DETAILS BOLTED CONNECTIONS
COMMUNICATION PROCESSOR PANEL ELEVATIONCOMMUNICATION PROCESSOR PANEL ELEVATION
PANEL 03 WIRING DIAGRAM SHEET 2
12KV BUS TIE BREAKER WIRING DIAGRAM
WIRING DIAGRAM SOUTH BUS TIE BREAKER, SH.2
SOUTH DISTRIBUTION RACK AC PANELBOARDSOUTH DISTRIBUTION RACK DC PANELBOARDSOUTH DISTRIBUTION RACK DC PANELBOARD
WIRING DIAGRAM SOUTH BUS TIE BREAKER, SH.1
SOUTH BUS TIE 12KV‐AC & DC SCHEMATIC DIAGRAM SHT. 2
466507‐4
D‐3201AZUSA SUBSTATION‐SINGLE LINE DIAGRAM
SUBSTATION EXPANSION, SUBSTATION DETAIL: NEW UNDERGROUND GETAWAYS90‐9901‐12
ED92‐0002
DRAWINGS
CC‐0001 CABLE SCHEDULE
SUBSTATION EXPANSION, SUBSTATION DETAIL: NEW UNDERGROUND GETAWAYS
DI-0001 Drawing Index - JRR 1 3/3/20204:52 PM
D
D __/__/__ D. PERKINS
5'-0" 2'-0
"
(2) 4" CONDUITSC.N. 5
(2) 4" CONDUITSC.N. 4
C __/__/__ J. ROUTH
INSTALL CONDUIT FOR NEW PANEL
CON
TRO
LCA
BLE
TREN
CH
DC PANELBOARDAC PANELBOARD
SOUTH BUS AC/DC PANELBOARD POSITION ADDED
REV DATE DESCRIPTIONBY
TEMPORARY ISSUE TRACKING BLOCKQC LD
DSG19083
D1 03.04.20 DPP JAB RSB 60% DETAIL DESIGN
INSTALL
CONSTRUCTION NOTES:1. DC AND AC PANEL BOARD LOCATION IS APPROXIMATE.
2. INSTALL (9) FOUNDATIONS FOR NEW SWITCHRACK STRUCTURE.
3. INSTALL (2) FOUNDATIONS FOR BREAKERS, (1) FOR NEW TIE BREAKER AND (1) FOR FUTUREBREAKER.
4. INSTALL (2) 4" CONDUIT FOR NEW TIE BREAKER.
5. INSTALL (2) 4" CONDUIT FOR FUTURE BREAKER.
6. INSTALL (1) 6" CONDUIT FOR FEEDER GETAWAY. NO PHASE CONDUCTORS INSTALLED AT THIS TIME.
7. INSTALL NEW OUTDOOR DC PANELBOARD IMMEDIATELY ADJACENT TO EXISTING DC PANELBOARD.INSTALL (2) 4" CONDUITS FROM CABLE TRENCH TO DC PANELBOARD.
8. CAP CONDUIT BELOW GRADE. TIE NYLON ROPE AROUND CONDUIT NEAR CAPPED END OF GETAWAY.ROUTE NYLON ROPE TO SURFACE ABOVE CAP, KNOT, AND LEAVE 3" MINIMUM EXPOSED. ROPE WILLBE USED FOR FUTURE LOCATES OF THE CAPPED END.
9. CABLE TRENCH AT SOUTH DISTRIBUTION RACK AND CABLE TRENCH AT RELAY HOUSE ARECONNECTED VIA SUBGRADE RACEWAY. SPECIFIC ROUTING IS UNKNOWN. CONTRACTOR TO VERIFYROUTE LENGTH PRIOR TO ORDERING CABLE.
10. ALL NEW CONDUIT TO BE SCH 40 PVC UNLESS OTHERWISE NOTED.
NOT FOR CONSTRUCTION
D1
D1
REFERENCE DRAWINGS
D-1102 SOUTH BUS TIE 12KV BREAKER FOUNDATION DETAILSD-1201 SOUTH BUS TIE 12KV GROUNDING AND CONDUIT DETAILS
D1
C.N. 8
C.N. 6
C.N. 2 (TYP.)
C.N. 3 CONDUIT STUB-UP LOCATIOND1
C.N. 7D1
CONTROL CONDUIT
CON
TRO
LCA
BLE
TREN
CH
C
C __/__/__ J. ROUTH
DC PANELBOARDAC PANELBOARD
C-R __/__/__ J. ROUTH REMOVE EXISTING DC PANEL BOARD
R
SOUTH BUS AC/DC PANELBOARD POSITION ADDED
REV DATE DESCRIPTIONBY
TEMPORARY ISSUE TRACKING BLOCKQC LD
DSG19083
CR1 03.04.20 JRR JAB LLQ 60% DETAIL DESIGN
REMOVAL
CONSTRUCTION NOTES:1. DC AND AC PANEL BOARD LOCATION IS APPROXIMATE.
2. REMOVE EXISTING DC PANELBOARD AFTER ALL CIRCUITS HAVE BEEN TRANSFEREDTO THE NEW DC PANELBOARD.
NOT FOR CONSTRUCTION
CR1
C.N. 2
CR1
5 __/__/__ DPPEXISTING SOUTH SWITCHRACK SHOWN
4/0 CU (TYP)
4/0 CU(TYP)
__/__/__GROUNDING FOR NEW S-RACK STR. & BREAKERS6
DETAIL 1
DETAIL1
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DSG19083
6A 03.04.20 DPP JAB RSB 60% DETAIL DESIGN
INSTALL
CONSTRUCTION NOTES:1. CONTRACTOR TO LOCATE EXISTING GROUND GRID CONDUCTOR. THE EXISTING GROUND
GRID CONDUCTOR MAY NEED TO BE REPAIRED AND ROUTED AROUND NEW SWITCHRACK ANDBREAKER FOUNDATIONS; SEE CONSTRUCTION NOTE 3.
2. CONTRACTOR TO SUPPLY NEW GROUND WIRE PER CONSTRUCTION NOTE 1 AND CADWELDCONNECTIONS TO EXISTING GROUND GRID SYSTEM. CONTRACTOR RESPONSIBLE FORREPAIR OF EXISTING GROUND GRID DAMAGED DURING LOCATION.
3. GROUND GRID NEAR EXISTING SOUTH SWITCHRACK STRUCTURE AND BREAKERFOUNDATIONS HAVE NOT BEEN VERIFIED.
4. CONTRACTOR TO SUPPLY AND INSTALL GROUND TAILS. ALL GROUND TAILS TO EXTEND 5'ABOVE TOPS OF FOUNDATIONS DURING INSTALLATION.
5. GROUND TAILS FOR SWITCHRACK DO NOT PENETRATE FOUNDATIONS, BUT SHALL BEINSTALLED TO PREVENT DAMAGE WHEN ABOVE GRADE AND NOT POSE A TRIPPING HAZARDFOR PERSONNEL. SEE GROUNDING DETAILS.
6. GROUND TAILS FOR BREAKER TO BE ROUTED THROUGH CONDUIT STUB-UPS; SEEGROUNDING DETAILS.
7. GROUND CONDUCTORS TO BE BURIED A MINIMUM OF 18" BELOW SUBGRADE.
8. INSTALL (2) 4/0 GROUND TAILS PER NEW TIE BREAKER AND FUTURE BREAKERS.
9. INSTALL (4) 4/0 GROUND TAILS ON SWITCHRACK STRUCTURE. ONE ON EACH CORNER.
NOT FOR CONSTRUCTION
6A
5A
REFERENCE DRAWINGSD-1201 GROUNDING DETAILS
C.N. 2,3C.N. 9
C.N. 8
C.N. 9
C.N. 9
C.N. 9
C.N. 1
C.N. 1
C.N. 1
C.N. 1
6'-0
"
6'-6" 3'-3" 3'-3"
EXISTING SWITCHRACKSTRUCTURE FOUNDATION
SWITCHRACK FOUNDATION (TYP. OF 9)SEE DRAWING D-1103 FOR DETAILS
BREAKER FOUNDATION (TYP. OF 2)SEE DRAWING D-1102 FOR DETAILS
8'-0
"8'
-0"
2'0 4'1'
SCALE: 1/2" = 1'-0"
FOUNDATION PLAN
NOT FOR CONSTRUCTION
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© 2020 EPS ENGINEERING & DESIGN INC.
DRAWINGS AND SPECIFICATIONS ARE NOT INTENDEDFOR USE ON OTHER PROJECTS AT THIS SITE OR OTHERSITES WITHOUT WRITTEN APPROVAL OF THE ENGINEER.
A Division of Electric Power Systems International, Inc.
ENGINEERING& DESIGN
1338 E. KINGSLEY, SUITE BSPRINGFIELD, MO 65804PHONE: (417) 886-4840
FAX: (417) 886-4842
REV
REV.
DATE DESCRIPTION
DRAWING NO.
DRAFTER:
CHECKER:
ENGR:
APPD:
DATE:
SCALE:
CITY OF AZUSA2-BREAKER RACK ADDITION
AZUSA, CA
SOUTH BUS TIE 12KVFOUNDATION PLAN D-1101
DPP RSB
1/2" = 1'-0"
0
0 SOUTH BUS TIE BREAKER ADDITION
REV DATE DESCRIPTIONBY
TEMPORARY ISSUE TRACKING BLOCK
QC LD
DSG19083
0A 03.05.20 DPP JAB RSB 60% DETAIL DESIGN
INSTALL
CONSTRUCTION NOTES:1. THE CONTRACTOR SHALL CORRELATE ALL DIMENSIONS BETWEEN THE PLANS BEFORE
CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR INCONSISTENCIESBEFORE PROCEEDING WITH THE WORK.
2. EXCAVATIONS SHALL BE COMPLETED IN A SAFE, WORKMANLIKE MANNER IN CONFORMANCE WITHALL OSHA SAFETY REQUIREMENTS. ENGINEERING PLANS FOR BENCHING OR SHORING OF SOILS,IF NECESSARY, ARE THE RESPONSIBILITY OF THE FOUNDATION CONTRACTOR.
3. ROCK DEPTH HAS NOT BEEN IDENTIFIED. NO SOILS INVESTIGATION HAS BEEN PERFORMED.
4. CONTRACTOR TO TAKE CARE TO AVOID EXISTING FOUNDATIONS.
5. SEE 'NEW UNDERGROUND GETAWAYS' DRAWING 90-9901-12 FOR NUMBERS AND SIZE OF CONDUIT.INSTALL SUCH THAT FOUNDATION IS PENETRATED BY STRAIGHTS ONLY.
6. FOR EACH GROUNDING CONDUIT SUB-UP PROVIDE PVC CONDUIT FROM BELOW FOUNDATION TO6" ABOVE TOC TO PROTECT GROUND TAILS DURING CONCRETE PLACEMENT. CUT PVC TO TOCAFTER BREAKER HAS BEEN INSTALLED.
7. EXISTING BREAKER FOUNDATIONS ARE DIFFERENT THAN INDICATED ON DESIGN DRAWINGS.EXISTING FOUNDATIONS CONSIST OF A COMBINED FOUNDATION FOR BOTH THE EXISTINGBREAKERS AND THE ADJACENT EXISTING SWITCHRACK STRUCTURE BASEPLATES.
8. CONTRACTOR SHALL INVESTIGATE EXISTING BELOW-GRADE EXTENTS OF FOUNDATIONS PRIORTO CONSTRUCTION, AND INFORM ENGINEER OF ANY CONFLICTS OR INTERFERENCES. A RECORDOF EXISTING FOUNDATION DESIGNS IS NOT AVAILABLE.
REFERENCE DRAWINGSD-1102 SOUTH BUS TIE 12KV BREAKER FOUNDATION DETAILSD-1103 SOUTH BUS TIE 12KV SWITCHRACK FOUNDATION DETAILS
4'-6"
5'-6
"
1'-8
"
6"
1'-8
"
TOP OF ROCK
2' TYP.
2" C
LR T
YP.
2 3/8" CLR (TYP.)
3" C
LR
3/4" BEVELALL AROUND
(5) #5x4'-2"(TOP & BOTTOM)
WITH BENDS
COMPACTED SUBGRADE OR FILL@ 95% COMPACTION PER ASTM D-1557
CRUSHED ROCK OR CLEAN GRAVELPASSING 1-1/2" SIEVE WITH
LESS THAN 6% PASSING #200 SIEVE
BREAKER FOUNDATION PLAN
A A
2'-9
"
2'-3"
8"
3'-6
1/2
"
2'-7 1/2"
8"
9" 9"
1" CONDUIT STUB-UP(TYP. OF 2)
EXTEND 6" ABOVE TOC
4" CONDUIT (TYP. OF 2)SEE DETAIL SHEET D-1201
6"
(6) #5x5'-2"(TOP & BOTTOM)
WITH BENDS
PROVIDE 10" MIN. OVERLAP (TYP.)
SECTION A-A(2) REQ'D
(4) Ø 3/4" HILTI HAS-V-36 HDG ANCHOR RODS15" TOTAL LENGTH MINIMUM
WITH HILTI HIT-RE-500 V3 EPOXY MORTAR
REV DATE DESCRIPTIONBY
TEMPORARY ISSUE TRACKING BLOCK
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DSG19083
0A 03.04.20 DPP JAB RSB 60% DETAIL DESIGN
GENERAL NOTES:1. FOR BREAKER INTERFACES SEE _____________
2. FIELD VERIFY THE CONDITIONS THAT AFFECT THE WORK, INFORM EPS ENGINEERING & DESIGN OFANY DISCREPANCIES IN DIMENSIONS, SIZE, LOCATION, OR CONDITIONS BEFORE PROCEEDING WITHTHE WORK.
3. ENSURE THAT NO GRADING TRAPS WATER.
4. KEEP DISTURBED AREA AS SMALL AS POSSIBLE.
SOILS PREPARATION NOTES:1. EXCAVATIONS SHALL BE COMPLETED IN A SAFE, WORKMANLIKE MANNER IN CONFORMANCE WITH
ALL OSHA SAFETY REQUIREMENTS, ENGINEERING PLANS FOR BENCHING OR SHORING OF SOILS, IFNECESSARY, ARE THE RESPONSIBILITY OF THE FOUNDATION CONTRACTOR.
FOUNDATION NOTES:1. THE CONTRACTOR SHALL CORRELATE ALL DIMENSIONS BETWEEN THE PLANS BEFORE
CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR INCONSISTENCIESBEFORE PROCEEDING WITH THE WORK.
2. FOUNDATIONS WERE DESIGNED BASED UPON THE FOLLOWING DESIGN PARAMETERS:
2.a. SOIL BEARING CAPACITY= 1750 PSF
2.b. COEFFICIENT OF FRICTION= 0.25
3. FOUNDATION DESIGN FOR 1750 PSF (SEE NOTE 2) PER IBC TABLE 1806.2; OWNER/CONTRACTOR TOVERIFY BEARING CAPACITY WHEN LICENSED GEOTECHNICAL ENGINEER.
4. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE AND FEDERALSTANDARDS. THE CONTRACTOR SHALL COMPLY WITH ALL OWNER SAFETY STANDARDS.
5. CONCRETE TESTING FOR QUALITY CONTROL IS THE RESPONSIBILITY OF THE OWNER AND THEFREQUENCY AND TYPES OF TESTING SHALL BE DETERMINED BY THE OWNER.
6. CONCRETE PLACEMENT WHEN AMBIENT AIR TEMPERATURES ARE EXPECTED BELOW 50`F SHALLMEET RECOMMENDATIONS OF ACI 306R-10 FOR COLD WEATHER AND WHEN AMBIENTTEMPERATURES ARE EXPECTED ABOVE 90`F SHALL MEET RECOMMENDATIONS OF ACI 305R-10 FORHOT WEATHER CONCRETE PLACEMENT, CONTRACTOR SHALL SUBMIT PROPOSED PROCEDURESFOR COMPLYING WITH THESE DOCUMENTS TO THE STRUCTURAL ENGINEER 5 BUSINESS DAYSPRIOR TO CASTING CONCRETE DURING THESE CONDITIONS.
7. CONCRETE SHOULD NOT BE PLACED DURING RAIN, SLEET OR SNOW. RAIN WATER SHOULD NOT BEALLOWED TO INCREASE MIXING WATER NOR TO DAMAGE SURFACE FINISH.
8. ALL CONCRETE SHALL BE MADE FROM TYPE ll CEMENT AND SHALL HAVE A MINIMUM ULTIMATECOMPRESSIVE STRENGTH OF 4000 P.S.I. AT 28 DAY TEST WITH 4% - 6% AIR ENTRAINMENT.
9. THE MAXIMUM SIZE FOR COARSE AGGREGATES IN CONCRETE MIXES SHALL BE:
9.a. 3/4" FOR SLABS ON GRADE, CONCRETE WALLS, AND DRILLED PIERS
9.b. 1" FOR GRADE BEAMS AND FOOTINGS.
10. LAP REINFORCING BARS IN ACCORDANCE WITH CLASS B SPLICE PER A.C.I. 318,12.15 AT ALLSPLICES AND EACH SHALL HAVE MATCHING CORNER BARS AT ALL CORNERS.
11. ALL EXTERIOR OR EXPOSED CONCRETE SHALL BE CONSOLIDATED BY INTERNAL VIBRATION INACCORDANCE WITH A.C.I. 309, "RECOMMENDED PRACTICE FOR CONSOLIDATION OF CONCRETE."
12. HONEYCOMBED, SPALLED OR OTHERWISE DAMAGED CONCRETE SHALL BE REPAIRED ANDPATCHED. NOTIFY STRUCTURAL ENGINEER OF DEFECTS AND SUBMIT REMEDIAL PROCEDURES INWRITING, FOR REVIEW PRIOR TO BEGINNING WORK.
13. ALL REINFORCING STEEL SHALL BE NEW BUILT, 60 KSI DEFORMED BARS (ASTM A-615).
14. ALL DETAILING, FABRICATION, PLACING AND SUPPORTING OF REINFORCEMENT SHALL BE INACCORDANCE WITH A.C.I. 318 AND C.R.S.I. CURRENT EDITION.
15. ALL REINFORCING SHALL BE RIGIDLY SECURED IN POSITION PRIOR TO THE PLACING OF CONCRETE.
16. SLUMP SHALL BE LESS THAN 4" (UNLESS APPROVED ADMIXTURES ARE USED). MOVING CONCRETEWITH A VIBRATOR IS PROHIBITED.
17. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT:
17.a. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH = 3" MINIMUM COVER.
17.b. CONCRETE EXPOSED TO EARTH AND WEATHER = 2" MINIMUM COVER.
18. ALL REINFORCEMENT AND WELDED WIRE FABRIC SHALL BE FREE OF RUST, DIRT, OIL AND MILLSCALE PRIOR TO PLACEMENT OF CONCRETE.
19. DEBRIS IN THE BOTTOM OF THE EXCAVATION SHALL BE REMOVED PRIOR TO STEEL PLACEMENT.WATER SHALL NOT BE ALLOWED TO INFILTRATE THE FOUNDATION EXCAVATION.
20. TO REDUCE THE POTENTIAL FOR GROUNDWATER SEEPAGE INTO THE EXCAVATION AND TOMINIMIZE DISTURBANCE TO THE BEARING AREA, STEEL AND CONCRETE SHALL BE PLACED ASSOON AS POSSIBLE AFTER EXCAVATION IS COMPLETED AND PROPERLY CLEANED.
21. THE BEARING SURFACE SHALL BE EVALUATED IMMEDIATELY PRIOR TO PLACING CONCRETE.
22. PRIOR TO PLACING ANY FILL MATERIAL, ALL EXISTING SURFACE VEGETATION, TREES, LOOSE FILL,DEBRIS, TOPSOIL AND SIMILAR UNSUITABLE MATERIALS SHOULD BE REMOVED.
23. IF GROUNDWATER IS ENCOUNTERED, IT SHALL BE CONTROLLED USING STANDARD DRAINAGETECHNIQUES, SUCH AS DIVERSION DITCHES, OR BY INSTALLING SUBSURFACE DRAINS.
24. CONSTRUCTION TOLERANCE FOR UNFORMED SURFACES SHALL BE CLASS B (1/4" INCH IN 10 FOOT)PER A.C.I. 309.
25. CHAMFER ANY EXPOSED EDGES 3/4" X 45 DEGREES.
INSTALLNOT FOR CONSTRUCTION
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A B C D E F G H J K
© 2020 EPS ENGINEERING & DESIGN INC.
DRAWINGS AND SPECIFICATIONS ARE NOT INTENDEDFOR USE ON OTHER PROJECTS AT THIS SITE OR OTHERSITES WITHOUT WRITTEN APPROVAL OF THE ENGINEER.
A Division of Electric Power Systems International, Inc.
ENGINEERING& DESIGN
1338 E. KINGSLEY, SUITE BSPRINGFIELD, MO 65804PHONE: (417) 886-4840
FAX: (417) 886-4842
REV
REV.
DATE DESCRIPTION
DRAWING NO.
DRAFTER:
CHECKER:
ENGR:
APPD:
DATE:
SCALE:
CITY OF AZUSA2-BREAKER RACK ADDITION
AZUSA, CA
SOUTH BUS TIE 12KVBREAKER FOUNDATION DETAILS D-1102
DPP RSB
1/8" = 1'-0"
0
0 SOUTH BUS TIE BREAKER ADDITION
ON HOLD
ON HOLD
ON HOLD
ON HOLDFOR BREAKER INFORMATION
BARS RADIUS OF BEND EXTENSION
STEEL REINFORCEMENT180° HOOKED BARS
#3 2-1/4" 2-1/2"#4 3" 2-1/2"#5 3-3/4" 2-1/2"#6 4-1/2" 3"#7 5-1/4" 31/2"#8 6" 4"
RADIUS OF BEND
EXTENSION
6"8"10"12"14"16"
RADIUS OF BEND HO
OK
LEN
GTH
10"
12"
14"
17"
19"
MIN. DEPTH
90° HOOKED BARS
MINIMUM EMBEDMENT FOR STANDARD BAR
STANDARDCLR - INDICATES AMOUNT OF CLEAR COVER
db - BAR DIAMETER
fy - YIELD STRENGTH OF REINFORCEMENT
f'c - COMPRESSIVE STRENGTH OF CONCRETE
STANDARD BAR LAP SPLICE
BARS RADIUS OF BEND HOOK#3 2-1/4"#4 3"#5 3-3/4"#6 4-1/2"#7 5-1/4"#8 6"
BARS DEPTH#4
#5
#6
#7
#8
BARCLR </= db db < CLR
fy=60,000 psi
LENGTH
f'c=4,000 psi
#3 #4 #5 #6 #7 #8
24"
18"
30"
24"
36"
30"
48"
42"
66"
48"
72"
54"
ON HOLDFOR DESIGN
REFERENCE DRAWINGSD-1101 SOUTH BUS TIE 12KV FOUNDATION PLAN
‚
REV DATE DESCRIPTIONBY
TEMPORARY ISSUE TRACKING BLOCK
QC LD
DSG19083
0A 03.04.20 DPP JAB RSB 60% DETAIL DESIGN
INSTALLNOT FOR CONSTRUCTION
A B C D E F G H J K
1
2
3
4
5
6
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8
1
2
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A B C D E F G H J K
© 2020 EPS ENGINEERING & DESIGN INC.
DRAWINGS AND SPECIFICATIONS ARE NOT INTENDEDFOR USE ON OTHER PROJECTS AT THIS SITE OR OTHERSITES WITHOUT WRITTEN APPROVAL OF THE ENGINEER.
A Division of Electric Power Systems International, Inc.
ENGINEERING& DESIGN
1338 E. KINGSLEY, SUITE BSPRINGFIELD, MO 65804PHONE: (417) 886-4840
FAX: (417) 886-4842
REV
REV.
DATE DESCRIPTION
DRAWING NO.
DRAFTER:
CHECKER:
ENGR:
APPD:
DATE:
SCALE:
CITY OF AZUSA2-BREAKER RACK ADDITION
AZUSA, CA
SOUTH BUS TIE 12KVSWITCHRACK FOUNDATION DETAILS D-1103
DPP RSB
-
0
0 SOUTH BUS TIE BREAKER ADDITION
GENERAL NOTES:1. FOR SWITCHRACK INTERFACES SEE SEPARATE SWITCHRACK STRUCTURE DRAWINGS.
2. FIELD VERIFY THE CONDITIONS THAT AFFECT THE WORK, INFORM EPS ENGINEERING & DESIGN OF ANY DISCREPANCIES INDIMENSIONS, SIZE, LOCATION, OR CONDITIONS BEFORE PROCEEDING WITH THE WORK.
3. ENSURE THAT NO GRADING TRAPS WATER.
4. KEEP DISTURBED AREA AS SMALL AS POSSIBLE.
5. ANCHOR BOLTS SHALL BE PLAIN BARS FABRICATED TO ASTM F-1554 GRADE 36 OR BETTER WITH HEAVY HEX NUTSCONFORMING TO ASTM A563 GRADE A.
6. INSTALL SQUARE FORM STARTING AT SUBGRADE AND ENDING AT T.O.C. TO MATCH EXISTING FOUNDATION STYLE.
SOILS PREPARATION NOTES:1. EXCAVATIONS SHALL BE COMPLETED IN A SAFE, WORKMANLIKE MANNER IN CONFORMANCE WITH ALL OSHA SAFETY
REQUIREMENTS, ENGINEERING PLANS FOR BENCHING OR SHORING OF SOILS, IF NECESSARY, ARE THE RESPONSIBILITYOF THE FOUNDATION CONTRACTOR.
FOUNDATION NOTES:1. THE CONTRACTOR SHALL CORRELATE ALL DIMENSIONS BETWEEN THE PLANS BEFORE CONSTRUCTION AND NOTIFY THE
ENGINEER OF ANY DISCREPANCIES OR INCONSISTENCIES BEFORE PROCEEDING WITH THE WORK.
2. FOUNDATIONS WERE DESIGNED BASED UPON THE FOLLOWING DESIGN PARAMETERS:
2.a. SOIL BEARING CAPACITY= 1750 PSF
2.b. COEFFICIENT OF FRICTION= 0.25
3. FOUNDATION DESIGN FOR 1750 PSF (SEE NOTE 2) PER IBC TABLE 1806.2; OWNER/CONTRACTOR TO VERIFY BEARINGCAPACITY WHEN LICENSED GEOTECHNICAL ENGINEER.
4. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL STANDARDS. THE CONTRACTORSHALL COMPLY WITH ALL OWNER SAFETY STANDARDS.
5. CONCRETE TESTING FOR QUALITY CONTROL IS THE RESPONSIBILITY OF THE OWNER AND THE FREQUENCY AND TYPES OFTESTING SHALL BE DETERMINED BY THE OWNER.
6. CONCRETE PLACEMENT WHEN AMBIENT AIR TEMPERATURES ARE EXPECTED BELOW 50`F SHALL MEETRECOMMENDATIONS OF ACI 306R-10 FOR COLD WEATHER AND WHEN AMBIENT TEMPERATURES ARE EXPECTED ABOVE90`F SHALL MEET RECOMMENDATIONS OF ACI 305R-10 FOR HOT WEATHER CONCRETE PLACEMENT, CONTRACTOR SHALLSUBMIT PROPOSED PROCEDURES FOR COMPLYING WITH THESE DOCUMENTS TO THE STRUCTURAL ENGINEER 5 BUSINESSDAYS PRIOR TO CASTING CONCRETE DURING THESE CONDITIONS.
7. CONCRETE SHOULD NOT BE PLACED DURING RAIN, SLEET OR SNOW. RAIN WATER SHOULD NOT BE ALLOWED TOINCREASE MIXING WATER NOR TO DAMAGE SURFACE FINISH.
8. ALL CONCRETE SHALL BE MADE FROM TYPE ll CEMENT AND SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTHOF 4000 P.S.I. AT 28 DAY TEST WITH 4% - 6% AIR ENTRAINMENT.
9. THE MAXIMUM SIZE FOR COARSE AGGREGATES IN CONCRETE MIXES SHALL BE:
9.a. 3/4" FOR SLABS ON GRADE, CONCRETE WALLS, AND DRILLED PIERS
9.b. 1" FOR GRADE BEAMS AND FOOTINGS.
10. LAP REINFORCING BARS IN ACCORDANCE WITH CLASS B SPLICE PER A.C.I. 318,12.15 AT ALL SPLICES AND EACH SHALLHAVE MATCHING CORNER BARS AT ALL CORNERS.
11. ALL EXTERIOR OR EXPOSED CONCRETE SHALL BE CONSOLIDATED BY INTERNAL VIBRATION IN ACCORDANCE WITH A.C.I.309, "RECOMMENDED PRACTICE FOR CONSOLIDATION OF CONCRETE."
12. HONEYCOMBED, SPALLED OR OTHERWISE DAMAGED CONCRETE SHALL BE REPAIRED AND PATCHED. NOTIFY STRUCTURALENGINEER OF DEFECTS AND SUBMIT REMEDIAL PROCEDURES IN WRITING, FOR REVIEW PRIOR TO BEGINNING WORK.
13. ALL REINFORCING STEEL SHALL BE NEW BUILT, 60 KSI DEFORMED BARS (ASTM A-615).
14. ALL DETAILING, FABRICATION, PLACING AND SUPPORTING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH A.C.I. 318AND C.R.S.I. CURRENT EDITION.
15. ALL REINFORCING SHALL BE RIGIDLY SECURED IN POSITION PRIOR TO THE PLACING OF CONCRETE.
16. SLUMP SHALL BE LESS THAN 4" (UNLESS APPROVED ADMIXTURES ARE USED). MOVING CONCRETE WITH A VIBRATOR ISPROHIBITED.
17. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT:
17.a. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH = 3" MINIMUM COVER.
17.b. CONCRETE EXPOSED TO EARTH AND WEATHER = 2" MINIMUM COVER.
18. ALL REINFORCEMENT AND WELDED WIRE FABRIC SHALL BE FREE OF RUST, DIRT, OIL AND MILL SCALE PRIOR TOPLACEMENT OF CONCRETE.
19. DEBRIS IN THE BOTTOM OF THE EXCAVATION SHALL BE REMOVED PRIOR TO STEEL PLACEMENT. WATER SHALL NOT BEALLOWED TO INFILTRATE THE FOUNDATION EXCAVATION.
20. TO REDUCE THE POTENTIAL FOR GROUNDWATER SEEPAGE INTO THE EXCAVATION AND TO MINIMIZE DISTURBANCE TOTHE BEARING AREA, STEEL AND CONCRETE SHALL BE PLACED AS SOON AS POSSIBLE AFTER EXCAVATION IS COMPLETEDAND PROPERLY CLEANED.
21. THE BEARING SURFACE SHALL BE EVALUATED IMMEDIATELY PRIOR TO PLACING CONCRETE.
22. PRIOR TO PLACING ANY FILL MATERIAL, ALL EXISTING SURFACE VEGETATION, TREES, LOOSE FILL, DEBRIS, TOPSOIL ANDSIMILAR UNSUITABLE MATERIALS SHOULD BE REMOVED.
23. IF GROUNDWATER IS ENCOUNTERED, IT SHALL BE CONTROLLED USING STANDARD DRAINAGE TECHNIQUES, SUCH ASDIVERSION DITCHES, OR BY INSTALLING SUBSURFACE DRAINS.
24. CONSTRUCTION TOLERANCE FOR UNFORMED SURFACES SHALL BE CLASS B (1/4" INCH IN 10 FOOT) PER A.C.I. 309.
25. CHAMFER ANY EXPOSED EDGES 3/4" X 45 DEGREES.
ON HOLD
REFERENCE DRAWINGSD-1101 SOUTH BUS TIE 12KV FOUNDATION PLAN
G2
G1
DETAIL NOTE 1
G2
G1
DETAIL NOTES:1. DURING FOUNDATION POUR LEAVE 1' EXCESS CONDUIT ABOVE
T.O.C. TO PROTECT GROUND AND NEUTRAL CONNECTIONS. TRIMTO T.O.C. AFTER CURE AND BREAKER PLACEMENT.
2. EXTEND CONDUIT 3" BELOW BOTTOM OF FOUNDATION.3. INSTALL GROUNDING PRIOR TO PAD INSTALLATION. PROTECT
GROUNDING DURING PAD CONSTRUCTION.4. INSTALL GROUNDING CONDUIT STUB UPS FOR FUTURE BREAKER
ALSO PER D-1102. PROTECT GROUNDING TERMINATIONS;PROVIDE CAP (ITEM #C13) 1" CONDUIT STUB UPS ABOVE PAD TOPREVENT WATER INFILTRATION.
G1
G2
TO GROUND GRID
2-HOLE LUG AS PARTOF STRUCTURE
END BELL YARD SURFACEMATERIAL
EXISTINGCABLE TRENCH
SCH 40 PVC CONDUIT(SEE PLAN FOR SIZES)
SCREENED BACKFILL24" ELBOW
DETAIL NOTES:1. ALL STEEL STRUCTURES TO BE GROUNDED TO GROUND GRID
WITH LUGS AT BOTTOM OF STRUCTURES.
DETAIL NOTES:1. CONTRACTOR TO VERIFY SUBGRADE CONDITIONS AT CABLE
TRENCH
TO GROUND GRID
TO GROUND GRID
18" M
IN.
BREAKER GROUNDING DETAILSCALE: N.T.S.1 STRUCTURE GROUNDING DETAIL
SCALE: N.T.S.2 TYPICAL CONDUIT & CABLE TRENCH DETAILSCALE: N.T.S.3
24" M
IN
(2) 4" CONDUIT
3"
3" TYP.
3" T
YP.
SCREENED BACKFILL
TO BREAKER
BREAKER FOUNDATION
24" M
IN.
BREAKER CONDUIT DETAILSCALE: N.T.S.4
SCREENED BACKFILL
COMPACTEDSUBGRADE
OR FILL
CRUSHED ROCKOR CLEAN
GRAVEL
TOC
PVC CONDUIT
BOTTOM OFBREAKER CABINET
C8
C7
C6
C7
C9
C10
C8
BREAKER, CONDUIT DETAILSCALE: N.T.S.5
END BELLEXISTING
CABLE TRENCH
DETAIL NOTES:1. INSTALL (1) C-CHANNEL FOR MOUNTING DC PANELBOARD. USE
UNISTRUT TO ALIGN WITH PANELBOARD MOUNTING HOLES.SEE OEM INSTRUCTION MANUAL FOR DETAILS. SECURE BASEWITH GENERAL PURPOSE CONCRETE.
2. MODIFY EXISTING TRENCH COVER PLATE FOR CONDUITPENETRATION. ALLOW FOR TRENCH COVER TO BE REMOVEDFOR MAINTENANCE. MINIMIZE HOLE AND/OR INSTALL GUARDTO PROTECT AGAINST ANIMAL ENTRY.
2. SECURE CONDUIT TO EXISTING CABLE TRENCH.3. BOND PANELBOARD TO SUPPORTING STEEL AND NEAREST
GROUND ELECTRODE WITH #2 AWG COPPER.
(2) 4" CONDUIT45°SWEEP
DC PANELBOARD
UNISTRUT
C-CHANNELC6X8.2
1'-6
"1'
-6"
8"CONCRETE
GENERAL PURPOSE
DC PANELBOARD CONDUIT & GROUNDING DETAILSCALE: N.T.S.6 EXOTHERMAL WELD CONNECTION DETAIL
SCALE: N.T.S.7
REV DATE DESCRIPTIONBY
TEMPORARY ISSUE TRACKING BLOCK
QC LD
DSG19083
0A 03.04.20 DPP JRR RSB 60% DETAIL DESIGN
INSTALLNOT FOR CONSTRUCTION
A B C D E F G H J K
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© 2020 EPS ENGINEERING & DESIGN INC.
DRAWINGS AND SPECIFICATIONS ARE NOT INTENDEDFOR USE ON OTHER PROJECTS AT THIS SITE OR OTHERSITES WITHOUT WRITTEN APPROVAL OF THE ENGINEER.
A Division of Electric Power Systems International, Inc.
ENGINEERING& DESIGN
1338 E. KINGSLEY, SUITE BSPRINGFIELD, MO 65804PHONE: (417) 886-4840
FAX: (417) 886-4842
REV
REV.
DATE DESCRIPTION
DRAWING NO.
DRAFTER:
CHECKER:
ENGR:
APPD:
DATE:
SCALE:
CITY OF AZUSA2-BREAKER RACK ADDITION
AZUSA, CA
SOUTH BUS TIE 12KVGROUNDING AND CONDUIT DETAILS D-1201
DPP RSB
N.T.S.
0
0 SOUTH BUS TIE BREAKER ADDITION
REFERENCE DRAWINGS466507-4 BELOW GROUND GROUNDING PLAN
REFERENCE DRAWINGSBM-0001 BILL OF MATERIAL
A A
B B
C C D
D
E
E
C
TRANSFER BUS
JUMPER
EXISTING BUS
EXISTINGSOUTH BUSSTRUCTURE PLAN VIEW
MAIN BUS
7 1/
2"
1'-3
"1'
-3"
1'-3
"2'
-9"
1'-3
"1'
-3"
1'-3
"
NEW TIE BREAKERFUTURE
DISTRIBUTIONBREAKER
A
B
C
A B C531
642
B
A
SECTION B-B
9"
NEW TIE BREAKER
3'-4
5/8
"4'
-4 3
/8"
FUTUREDISTRIBUTION BREAKER
7'-6
"
T.O.S.M5 TYP. 3M6 TYP. 6
1'-9
"
A B C
642
SECTION D-D
4'-4 1/2"6'-6"6'-6"MAIN BUSTRANSFER BUS
FUTUREDISTRIBUTION
BREAKER
9'-6
"6'
-6"
T.O.S.
3'-9"
T.O.C.
M3
1'-0"
12'-1
0"
B2
M5B4
B12
C3
B9
B13
B36
L1
B35
B6
M4
B35B36
B6x2
SECTION E-E
NEWTIE BREAKER
T.O.C.
T.O.S.
4'-4 1/2"6'-6"6'-6"MAIN BUSTRANSFER BUS B14
B34
B15
B15
B34
B15
M2
B6x2
SECTION C-CSLAB FOUNDATION (TYP.)FOOTING (TYP.)
8'-0" 8'-0"
9"
1'-9
"6'
-0"
7'-6
"
T.O.S.
NEW TIE BREAKERFUTUREDISTRIBUTION BREAKER
MAIN BUS
M6TYP. 6
B36 TYP. B15
B5
B11
TYP.
6"MIN.
M4
B14
12'-1
0"
8'-0" 8'-0"
SECTION A-A
TRANSFER BUS
6'-6
"
EXISTINGSWITCHRACK
C.N. 7
TO EAST FENCESEE 90-9901-12
B11
1'-6
"
TYP.
B3TYP.
M3TYP.B15
B5
B7
L1
1'-0
"
B14 TYP.
C5
NOTE 1
10" TYP. 6" MIN.
B8TYP.
TO SWITCH
3'-6"2'-0"6"
B15
M1
B1
2 1/2"
1 1/2"
1 3/
4"
4"
Ø9/16
1/4" THK, ASTMA36 OR BETTER
2-HOLE GROUNDING TAB DETAIL(4 LOCATIONS)
N.T.S.
3/16
DETAIL NOTES:1. LOCATE (4) GROUNDING TABS ON CORNER
COLUMNS; SEE 466507-4 FOR ADDITIONALINFORMATION.
REV DATE DESCRIPTIONBY
TEMPORARY ISSUE TRACKING BLOCKQC LD
DSG19083
0A 01.22.20 DPP JAB RSB 30% DETAIL DESIGN
0B 03.04.20 DPP JAB RSB 60% DETAIL DESIGN
INSTALL
NOTES:1. FEEDER BUS OFFSET FROM TANDEM TRANSFER SWITCH.
LEGEND:
T.O.S. = TOP OF STEELT.O.C. = TOP OF CONCRETE
C.N. 1
C.N. 2
CONSTRUCTION NOTES:1. CROSS BRACING IS LOCATED IN PLANE WITH TOP OF STEEL
2. PROVIDE SUPPORT STEEL MEMBER AT INSULATOR LOCATION, CONNECTING THE (3) D-DSECTIONS.
3. ONLY SWITCHRACK STRUCTURE MEMBER CENTERLINES ARE SHOWN HEREIN. SWITCHRACKSTRUCTURE SHALL BE DESIGNED BY FABRICATOR. REFER ALSO TO D-2104 SWITCHRACK LOADINGCRITERIA.
4. THE MINIMUM BEND RADIUS OF THE CONDUCTOR L1 IS 10"
5. CONTRACTOR TO VERIFY SWITCH MOUNTING DIMENSIONS AND CONNECTIONS WITH SWITCHRACKSTRUCTURE PRIOR TO FABRICATION.
6. INSTALL CAP OVER CONDUIT. DO NOT AFFIX PERMANENTLY.
7. DRAWING FOR EXISTING SWITCHRACK STRUCTURE IS NOT AVAILABLE.
8. BREAKER DEPICTION TO BE UPDATED ON RECEIPT OF VENDOR PRINTS.
NOT FOR CONSTRUCTION
A B C D E F G H J K
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A B C D E F G H J K
© 2020 EPS ENGINEERING & DESIGN INC.
DRAWINGS AND SPECIFICATIONS ARE NOT INTENDEDFOR USE ON OTHER PROJECTS AT THIS SITE OR OTHERSITES WITHOUT WRITTEN APPROVAL OF THE ENGINEER.
A Division of Electric Power Systems International, Inc.
ENGINEERING& DESIGN
1338 E. KINGSLEY, SUITE BSPRINGFIELD, MO 65804PHONE: (417) 886-4840
FAX: (417) 886-4842
REV
REV.
DATE DESCRIPTION
DRAWING NO.
DRAFTER:
CHECKER:
ENGR:
APPD:
DATE:
SCALE:
CITY OF AZUSA2-BREAKER RACK ADDITION
AZUSA, CA
SOUTH BUS TIE 12KVSWITCHRACK ADDITION D-2101
DPP RSB
3/8" = 1'-0"
0
0 SOUTH BUS TIE BREAKER ADDITION
ON HOLD FOR SWITCHMOUNTING DIMENSION C.N. 5
C.N. 5
C.N. 6
REFERENCE DRAWINGS
446507-4 BELOW GROUND GROUNDING PLAN90-9901-12 SUBSTATION EXPANSION: SUBSTATION DETAIL: NEW UNDERGROUND GETAWAYSD-1101 SOUTH BUS TIE 12KV FOUNDATION PLAND-1201 GROUND DETAILSD-2105 SOUTH BUS TIE 12KV STD. ELEC DETAILS BOLTED CONNECTIONS
REFERENCE DOCUMENTS
BM-0001 BILL OF MATERIAL
C.N. 8 C.N. 8
C.N. 8
ABB FT-19TS2
NP-1
NP-2 NP-3
NP-7
NP-8 NP-9 NP-10
NP-4
SEL-2032
SEL-2032
7'-6
"
2'-7 1/2"
FUTUREFEEDER RELAY
FUTURE FEEDER RELAYTEST SWITCHES
SEL-9321LOW VOLTAGE DC POWER SUPPLY
MOUNTED ON BACK OF PANELSEE DRAWING D-2103
SEL-2401SATELLITE SYNCHRONIZED CLOCK
MOUNTED ON BACK OF PANELSEE DRAWING D-2103
CS SSS
TS1
R4
R1
R2
R3
R7
R8
R16
R9
R10
3 1/
4"2'
-4 1
/16"
3 15
/32" 4
11/1
6"
1 25
/32"
13/1
6"
2"
2 29
/32"
4 9/
32"
8 3/
4"7"
CUTOUT FOR CONTROLSWITCH LIGHTS (R9 & R10)
SCALE: 1"=1"
18.31"
3.00
"
17.63"
3.60
"
SEL-2030-2 CUTOUT (R7)SCALE: 6" = 1'-0"
Ø0.250 (TYP.)
CUTOUT
18.47"
2.75
"
17.50"
3.00
"
FT-19 TEST SWITCH CUTOUT (R8)SCALE: 6" = 1'-0"
CUTOUT
Ø0.250 (TYP.)CUTOUT FOR RECLOSE & GROUNDCUTOUT SWITCHES (R4)
SCALE: 1" = 1"
0.43"
0.06
"
Ø0.48"
EQUIPMENT CUTOUT LOCATIONS (R2)SCALE: 1" = 1"
1.00" 1.00"
1.09
"1.
09"
Ø0.221(TYP. OF 3)
Ø0.44
19.00"
6.38
"
(4) Ø0.50"
FILLER PLATE (R1)SCALE: 6" = 1'-0"
18.38"
7.00
"
(4) Ø0.50"
8.75
"
FILLER PLATE (R16)SCALE: 6" = 1'-0"
8.13
"
19.00"
18.38"
NOT FOR CONSTRUCTION
A B C D E F G H J K
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A B C D E F G H J K
© 2018 EPS ENGINEERING & DESIGN INC.
DRAWINGS AND SPECIFICATIONS ARE NOT INTENDEDFOR USE ON OTHER PROJECTS AT THIS SITE OR OTHERSITES WITHOUT WRITTEN APPROVAL OF THE ENGINEER.
A Division of Electric Power Systems International, Inc.
ENGINEERING& DESIGN
1338 E. KINGSLEY, SUITE BSPRINGFIELD, MO 65804PHONE: (417) 886-4840
FAX: (417) 886-4842
REV
REV.
DATE DESCRIPTION
DRAWING NO.
DRAFTER:
CHECKER:
ENGR:
APPD:
DATE:
SCALE:
CITY OF AZUSA2-BREAKER RACK ADDITION
AZUSA, CA
COMMUNICATIONS PROCCESSOR PANELELEVATION D-2102
DPP
AS SHOWN
1
0 DRAWING CORRECTION1 SOUTH BUS TIE BREAKER ADDITION
REV DATE DESCRIPTIONBY
TEMPORARY ISSUE TRACKING BLOCK
QC LD
DSG19083
1A 03.04.20 DPP JAB LLQ 60% DETAIL DESIGN
INSTALL
C.N. 1
C.N. 2
C.N. 3
C.N. 4
1A
CONSTRUCTION NOTES:1. INSTALL TIE BREAKER RELAY, SEL-351A FOR TIE BREAKER CONTROL AT THE SAME HEIGHT AS THE
PARAMOUNT RELAY (MOUNTED ON PANEL TO THE LEFT.)
2. INSTALL ABB FT-19 TEST SWITCH IMMEDIATELY BELOW TIE BREAKER RELAY.
3. INSTALL BLANK PLATES OVER REMOVED ITEMS.
4. INSTALL CONTROL SWITCH, BREAKER INDICATION, RECLOSE CUTOUT, AND GROUND CIRCUITCUTOUT REQUIRED FOR TIE BREAKER CONTROL. MOUNT ABOVE RELAY. USE EXISTING BUS TIELAYOUT AS GUIDE FOR CUTOUT POSITION.
5. ON HOLD FOR CLARIFICATION: CITY OF AZUSA TO CONFIRM METER AND TEST SWITCH MOUNTINGLOCATION IS ACCEPTABLE.
DEVICE NO.
DEVICE SCHEDULEDESCRIPTION
R8R7R4R3R2R1
BUS TIE OVERCURRENT AND RECLOSING RELAY SEL-351A
1A
BLANK PANEL, 19",4RUBUS TIE 12KV PCB BREAKER CONTROL SWITCHBUS TIE 12KV CUTOUT SWITCH SINGLE POLE, DOUBLE THROWBUS TIE 12KV SETTING GROUP SELECTOR SWITCH
FT-19 ASSEMBLY, EXTENDED TEST SWITCH P P P C-C C-C C-C P
QTYNAME PLATE #
NAMEPLATE ENGRAVING LISTSECOND LINEFIRST LINE THIRD LINE PLT. SIZE LTR. SIZE
ALL NAMEPLATES ARE .062 BLACK MATERIAL & INSTALLED WITH ADHESIVE TAPE
NP-9NP-8NP-7NP-4NP-3NP-2NP-1 1.0 x 3.0 .1871
111111
BUS TIE 12KVBUS TIE 12KV
GROUND CUTOUTRECLOSE CUTOUT
AUTO SOLIDAUTO SOLID
1.0 x 3.0 .187
1.0 x 3.0 .1871.0 x 3.0 .1871.0 x 3.0 .187BUS TIE 12KV SETTING GROUP SELECTOR SWITCH
1.0 x 3.0 .1871.0 x 3.0 .187
BUS TIE 12KV PCB
NP-10 1 (BLANK) 1.0 x 3.0 .187
BUS TIE RELAY OVERCURRENT & RECLOSING RELAYTEST SWITCH TS-1TEST SWITCH TS-2
CONTROL SWITCH
MANUFACTURER PART NUMBER
ELECTROSWITCH
ABBSEL
74202LH
24201B
FR2H014001000NX080351A0H2X3E52X1
ELECTROSWITCHTE CONNECTIVITY 2-1520228-3
CHATSWORTH 30026-104
1A
0
SCALE: 1 1/2" = 1'-0"
1' 2'6"3"1/2"
R9R10R16
LIGHT, INDICATING, LED, 48VDC, GREEN LAMP, GREEN LENSLIGHT, INDICATING, LED, 48VDC, RED LAMP, RED LENSBLANK PANEL, 19",5RU
GEGE 116B6708G42G52G4
116B6708G42G52G4CHATSWORTH 30026-105
SEL-2032
SEL-2032
HMI
KEYBOARD
7'-6
"
2'-7 1/2"1'
-0 1
/2"
1'-3
3/4
"2
1/2"
NOT FOR CONSTRUCTION
A B C D E F G H J K
1
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4
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A B C D E F G H J K
© 2018 EPS ENGINEERING & DESIGN INC.
DRAWINGS AND SPECIFICATIONS ARE NOT INTENDEDFOR USE ON OTHER PROJECTS AT THIS SITE OR OTHERSITES WITHOUT WRITTEN APPROVAL OF THE ENGINEER.
A Division of Electric Power Systems International, Inc.
ENGINEERING& DESIGN
1338 E. KINGSLEY, SUITE BSPRINGFIELD, MO 65804PHONE: (417) 886-4840
FAX: (417) 886-4842
REV
REV.
DATE DESCRIPTION
DRAWING NO.
DRAFTER:
CHECKER:
ENGR:
APPD:
DATE:
SCALE:
CITY OF AZUSA2-BREAKER RACK ADDITION
AZUSA, CA
COMMUNICATIONS PROCCESSOR PANELELEVATION D-2102R
DPP
1-1/2"=1'-0"
0
0 DRAWING CORRECTION0R REMOVE HMI AND KEYBOARD
REV DATE DESCRIPTIONBY
TEMPORARY ISSUE TRACKING BLOCK
QC LD
DSG19083
0R1 03.04.20 DPP JAB LLQ 60% DETAIL DESIGN
REMOVAL
CONSTRUCTION NOTES:1. REMOVE HMI AND ASSOCIATED KEYBOARD. REMOVE ASSOCIATED WIRING (NOT PICTURED) FROM
HMI TO TERMINAL BLOCK.
0
SCALE: 1 1/2" = 1'-0"
1' 2'6"3"1/2"
C.N. 1
0R1C.N. 1
0R1
NOT FOR CONSTRUCTION
A B C D E F G H J K
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5
6
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8
1
2
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A B C D E F G H J K
© 2020 EPS ENGINEERING & DESIGN INC.
DRAWINGS AND SPECIFICATIONS ARE NOT INTENDEDFOR USE ON OTHER PROJECTS AT THIS SITE OR OTHERSITES WITHOUT WRITTEN APPROVAL OF THE ENGINEER.
A Division of Electric Power Systems International, Inc.
ENGINEERING& DESIGN
1338 E. KINGSLEY, SUITE BSPRINGFIELD, MO 65804PHONE: (417) 886-4840
FAX: (417) 886-4842
REV
REV.
DATE DESCRIPTION
DRAWING NO.
DRAFTER:
CHECKER:
ENGR:
APPD:
DATE:
SCALE:
CITY OF AZUSA2-BREAKER RACK ADDITION
AZUSA, CA
COMMUNICATION PROCESSORBACK PANEL ELEVATION D-2103R
DPP
NTS
0
0 REMOVE HMI AND KEYBOARD
REV DATE DESCRIPTIONBY
TEMPORARY ISSUE TRACKING BLOCK
QC LD
DSG19083
0R1 03.04.20 DPP JAB LLQ 60% DETAIL DESIGN
REMOVAL
C.N. 1
C.N. 2
0R1
0R1CONSTRUCTION NOTES:1. REMOVE HMI AND ASSOCIATED KEYBOARD. REMOVE ASSOCIATED WIRING FROM HMI TO TERMINAL
BLOCK.
2. RELOCATE COMMUNICATION EQUIPMENT (SEL-2401 AND SEL-9321) MOUNTED ON BACK OF RELAYPANEL TO BELOW SEL-2030-2 (SEE DWG. D-2102 INSTALL.) REPLACE WIRING AS REQUIRED TOACCOMMODATE NEW POSITION.
A A
B B C
C
INSULATOR LOADS: Pi (TYP.)CONDUCTOR LOADS: Pcd, Pcew (TYP.)
PLAN VIEW
TRANSFER BUS
JUMPER
EXISTING BUS
EXISTINGSOUTH BUSSTRUCTURE
MAIN BUS
7 1/
2"
1'-3
"1'
-3"
1'-3
"2'
-9"
1'-3
"1'
-3"
1'-3
"
C
A
B
C
A
B
Pds Pds Pds
Ptts Ptts Ptts
SECTION A-A
DISCONNECT SWITCH TANDEM TRANSFER SWITCH
9"3'
-4 5
/8"
4'-4
3/8
"7'
-6"
T.O.S.
1'-9
"
TANDEMTRANSFER
SWITCH
3'-9"
Pi Pi
SECTION C-CSTEEL LAYOUT TYP. FOR (3) LOCATIONS
DISCONNECTSWITCH
SURGEARRESTOR
9'-6
"6'
-6"
T.O.S.
T.O.C.
4'-4 1/2"6'-6"6'-6"MAIN BUSTRANSFER BUS
12'-1
0"FEEDER
CONDUIT
Pds
SECTION B-B
2'-6" 2'-6" 1'-8"1'-4" 1'-8" 2'-6" 2'-6" 1'-4"
8'-0" 8'-0"9"
1'-6
"6'
-3"
7'-6
"
T.O.S.
MAIN BUS
PdsPdsPdsPdsPds
FOOTING (TYP.)NOT FOR CONSTRUCTION
A B C D E F G H J K
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A B C D E F G H J K
© 2020 EPS ENGINEERING & DESIGN INC.
DRAWINGS AND SPECIFICATIONS ARE NOT INTENDEDFOR USE ON OTHER PROJECTS AT THIS SITE OR OTHERSITES WITHOUT WRITTEN APPROVAL OF THE ENGINEER.
A Division of Electric Power Systems International, Inc.
ENGINEERING& DESIGN
1338 E. KINGSLEY, SUITE BSPRINGFIELD, MO 65804PHONE: (417) 886-4840
FAX: (417) 886-4842
REV
REV.
DATE DESCRIPTION
DRAWING NO.
DRAFTER:
CHECKER:
ENGR:
APPD:
DATE:
SCALE:
CITY OF AZUSA2-BREAKER RACK ADDITION
AZUSA, CA
SOUTH BUS TIE 12KVSWITCHRACK LOADING CRITERIA D-2104
DPP RSB
3/8" = 1'-0"
0
0 SOUTH BUS TIE BREAKER ADDITION
REV DATE DESCRIPTIONBY
TEMPORARY ISSUE TRACKING BLOCKQC LD
DSG19083
0A 01.22.20 DPP JAB RSB 30% DETAIL DESIGN
0B 03.04.20 DPP JAB RSB 60% DETAIL DESIGN
INSTALL
ON HOLDDEPENDENT ON SWITCHMOUNTING DIMENSION
ON HOLDDEPENDENT ON SWITCHMOUNTING DIMENSION
LOADING NOTES:1. LOADS PER ASCE7-16. ELECTRICAL EQUIPMENT LOADS PER IEEE 693, IN CONJUNCTION WITH THE
SUBSTATION STRUCTURE DESIGN GUIDE ASCE 113.
2. FOR DESIGN, CONSIDER THE FOLLOWING LOADS:
a. DEAD LOAD
DEAD WEIGHT OF STRUCTURE, EQUIPMENT, AND COMPONENTS AS DETERMINED BY DESIGN.ADD 15% MINIMUM TO ACCOUNT FOR CONNECTIONS, FASTENERS, ETC. DEAD WEIGHTS OFELECTRICAL EQUIPMENT IS SHOWN ON THIS DRAWING.
b. WIND LOAD
BASIC WIND SPEED = 105 MI/HR
EXPOSURE CATEGORY = C, TOPOGRAPHIC FACTOR Kzt = 1.0
c. SEISMIC LOAD
SITE CLASS = D, Ss = 1.692 s, S1 = 0.643 s, Fa = 1.0, Fv = 1.7
SEISMIC DESIGN CATEGORY = D
SEISMIC FORCE RESISTING SYSTEM = STEEL ORDINARY CONCENTRICALLY BRACED FRAME
d. SNOW LOADS
NOT APPLICABLE
e. EQUIPMENT LOADS
EQUIPMENT WEIGHTS AND LOADS ARE ASSIGNED ON THIS DRAWING, SPECIFIC TO THEELECTRICAL EQUIPMENT.
f. SHORT CIRCUIT LOAD
SHORT CIRCUIT FORCE Fsc = 3 LB/FT FOR BOTH THE MAIN AND TRANSFER BUS PIPE.
3. A SOILS INVESTIGATION HAS NOT BEEN PROVIDED FOR THE DESIGN OF THE SWITCHRACKSTRUCTURE. FOR SEISMIC CONSIDERATIONS, APPLY SITE CLASS D PER ASCE7-16 SECTION 11.4.3.
4. REPORTED LOADS ARE UNFACTORED. STRUCTURE EVALUATION SHALL BE PERFORMED BASED ONLRFD LOAD AND LOAD COMBINATIONS (STRENGTH DESIGN), PER ASCE 7-16.
SWITCHRACK STRUCTURE DESIGN NOTES:1. THE DESIGN OF THE SWITCHRACK STRUCTURE SHALL INCORPORATE THE SWITCHRACK STEEL
SPECIFICATION.
2. SWITCHRACK DESIGN SHALL CONSIDER THE APPLICABLE WORST-CASE LOADING FOR DESIGN OFMEMBERS, CONNECTIONS, AND BASEPLATES.
3. CONSTRUCTION CONCEPTS FOR THE ADJACENT, EXISTING SOUTH SWITCHRACK STRUCTURE SHALLBE CONSIDERED AND INCORPORATED INTO THE SWITCHRACK ADDITION FOR UNIFORMITY WITH THEEXISTING CITY OF AZUSA SOUTH SWITCHRACK STRUCTURE.
4. PROVIDE CONDUIT SUPPORT FOR FEEDER CONDUIT.
LOAD ASSIGNMENTS:CONDUCTOR LOADS:
WEIGHT, Pcd = 10 LBS/FT (VERTICAL)
EXTREME WIND, Pcew = 12 LBS/FT (HORIZONTAL, NORMAL TO BUS PIPE)
INSULATOR WEIGHT, Pi = 20 LBS
DISCONNECT SWITCH WEIGHT, Pds = 200 LBS
TANDEM TRANSFER SWITCH WEIGHT, Ptts = 200 LBS
NOTES:1. MEMBERS ARE SHOWN AS CENTERLINES ONLY, UNLESS NOTED OTHERWISE. IN CERTAIN INSTANCES,
MEMBERS ARE DIMENSIONED TO TOP OF STEEL.
2. THIS SHEET IS TO BE USED FOR LOADING INFORMATION ONLY. REFER TO D-2101 FOR SWITCHRACKSTRUCTURE LAYOUT AND GEOMETRY.
LEGEND:T.O.S. = TOP OF STEEL
T.O.C. = TOP OF CONCRETE
B8ALUMINUM BUS
AT BASE:4-1/2"-13 X 1 1/4" GALVANIZED CAP SCREW4-FLAT WASHER FOR 1/2" SCREW4-LOCK WASHER FOR 1/2" SCREWFOR 3" BOLT CIRCLE
AT BUS SUPPORT:4-1/2"-13 X 1 1/4" GALVANIZED CAP SCREW4-FLAT WASHER FOR 1/2" SCREW4-LOCK WASHER FOR 1/2" SCREWFOR 3" BOLT CIRCLE
B9
FOR B1 - 4" NPS
FOR B2 - 2" NPS
MOUNTING HARDWARE SUPPLIEDBY BUS SUPPORT MANUFACTURER
B3
STEEL
POST INSULATOR TO STEEL2
INSTALLATION INSTRUCTIONS FOR BOLTED CONNECTIONS(CURRENT CARRYING)ALUMINUM TO ALUMINUM:1. VIGOROUSLY CLEAN ALL CONTACT SURFACES OF THE CONNECTOR AND
CONDUCTOR WITH A STIFF STAINLESS BRUSH TO REMOVE OXIDES. A TYPICALLYBRIGHT ALUMINUM SURFACE SHOULD BE OBTAINED.
2. IMMEDIATELY COAT THESE CONTACT AREAS WITH A LIBERAL AMOUNT OF CONTACTSEALANT AND ABRADE CONTACT SURFACES THROUGH THE COMPOUND.
3. INSTALL FITTING WITH BOLTS FINGER TIGHT. IF A GENEROUS BEAD OF COMPOUNDDOES NOT APPEAR, REMOVE THE CONDUCTOR AND ADD MORE SEALANT.
4. ALTERNATELY AND EVENLY TIGHTEN BOLTS WITH A TORQUE WRENCH TO THEVALUES RECOMMENDED BY THE MANUFACTURER.
5. EXCESS SEALANT SQUEEZED OUT OF JOINT CAN BE LEFT AS IS OR CAN BE LIGHTLYSMOOTHED ALONG CONTACT LINE.
AL. TERMAL. PAD
316 STAINLESS STEELBOLT
316 STAINLESS STEELFLAT WASHER
316 STAINLESS STEELFLAT WASHER
316 STAINLESS STEELSPRING LOCK WASHER
316 STAINLESS STEELNUT
ALUMINUM TO ALUMINUM1TYPICAL BOLTED CONNECTION
DETAIL NOTES:1. MAINTAIN MINIMUM BEND RADIUS OF 10" FOR CONDUCTORS.
1'-3"
1'-7
"
NOTE 1
SWITCHTAB
B1 B14
L1
B6
M4
TIE BREAKER SWITCH3DETAIL, CLOSE PHASE BUS TO MAIN BUS
10 21/32"1'-4 2
7/32"
B1
B14
2'-9"
1'-7
"
B34
L1NOTE 1
SWITCHTAB
DETAIL NOTES:1. MAINTAIN MINIMUM BEND RADIUS OF 10" FOR CONDUCTORS.
TIE BREAKER SWITCH4DETAIL, CLOSE PHASE BUS TO MAIN BUS
DETAIL, 3000A FLEXIBLE JUMPER5
B15L1B15
REV DATE DESCRIPTIONBY
TEMPORARY ISSUE TRACKING BLOCK
QC LD
DSG19083
0A 03.04.20 DPP JRR RSB 60% DETAIL DESIGN
INSTALLNOT FOR CONSTRUCTION
A B C D E F G H J K
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© 2020 EPS ENGINEERING & DESIGN INC.
DRAWINGS AND SPECIFICATIONS ARE NOT INTENDEDFOR USE ON OTHER PROJECTS AT THIS SITE OR OTHERSITES WITHOUT WRITTEN APPROVAL OF THE ENGINEER.
A Division of Electric Power Systems International, Inc.
ENGINEERING& DESIGN
1338 E. KINGSLEY, SUITE BSPRINGFIELD, MO 65804PHONE: (417) 886-4840
FAX: (417) 886-4842
REV
REV.
DATE DESCRIPTION
DRAWING NO.
DRAFTER:
CHECKER:
ENGR:
APPD:
DATE:
SCALE:
CITY OF AZUSA2-BREAKER RACK ADDITION
AZUSA, CA
SOUTH BUS TIE 12KVSTD. ELEC. DETAILS BOLTED CONNECTIONS D-2105
DPP RSB
N.T.S.
0
0 SOUTH BUS TIE BREAKER ADDITION
ON HOLD FORHARDWARE
CONSTRUCTION NOTES:
1. SWITCH DEPICTIONS ON HOLD FOR VENDOR PRINTS. CLEARANCE TO BE RE-CHECKED.
REFERENCE DRAWINGS
D-2101 SOUTH BUS TIE 12kV SWITCHRACK ADDITION
REFERENCE DOCUMENTS
BM-0001 BILL OF MATERIAL
C.N. 1
℄
℄
℄
℄
R5
R6
2 27/32"2 27/32"
2 11/16"2 11/16"
1 5/
32"
1 5/
32"
℄
Ø4"
(4)Ø13/64"
3 3/8"
3 3/
8"
NOT FOR CONSTRUCTION
REV
REV.
DATE DESCRIPTION
DRAWING NO.
DRAFTER:
CHECKER:
ENGR:
APPD:
DATE:
SCALE:
© 2020 EPS ENGINEERING & DESIGN INC.
DRAWINGS AND SPECIFICATIONS ARE NOT INTENDEDFOR USE ON OTHER PROJECTS AT THIS SITE OR OTHERSITES WITHOUT WRITTEN APPROVAL OF THE ENGINEER.
A Division of Electric Power Systems International, Inc.
ENGINEERING& DESIGN
1338 E. KINGSLEY, SUITE BSPRINGFIELD, MO 65804PHONE: (417) 886-4840
FAX: (417) 886-4842
A B C D E F G H J K
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CITY OF AZUSA2-BREAKER RACK ADDITION
AZUSA, CA
METER PANELPANEL ELEVATION D-2106
JRR
AS SHOWN
0
0 SOUTH BUS TIE BREAKER ADDITION
INSTALL
REV DATE DESCRIPTIONBY
TEMPORARY ISSUE TRACKING BLOCK
QC LD
DSG19083
0A 03.04.20 JRR JAB LLQ 60% DETAIL DESIGN
CONSTRUCTION NOTES:1. INSTALL NEW METERING EQUIPMENT, CENTER IN LINE WITH EXISTING EQUIPMENT.
METER PANEL
NEW TEST SWITCH CUTOUT (R6)
C.N. 1
C.N. 1
1"0
SCALE: 1" = 1"
1/2" 4"0 1'6"
SCALE: 3" = 1'-0"
DEVICE NO.
DEVICE SCHEDULEDESCRIPTION
R6R5
0A
BUS TIE 12KV METERBUS TIE 12KV METER, FT-1 TEST SWITCH
QTYNAME PLATE #
NAMEPLATE ENGRAVING LISTSECOND LINEFIRST LINE
ALL NAMEPLATES ARE .062 BLACK MATERIAL & INSTALLED WITH ADHESIVE TAPENP-6NP-5 1
1BUS TIE 12KVTEST SWITCH TS-M
METER
NEW BUS TIE METER CUTOUT (R5)
ABC
MAIN BUS 12KV
3-1ɸ PT'S7200-120V
60:1400VA
ACC: ON HOLD
SAFETYDISCONNECT
FUSED
PARAMOUNTRELAY PANEL
TB11
EXISTING
NEW
TO SOUTH BUS TIE RELAYIN COMMUNICATIONPROCESSOR PANEL
DWG. D-4001
TO OTHER PROTECTIONAND METERING CIRCUITS
1 2 3 4
SBT-PT-14/C#12
B1 B2 B3 B0
NOT FOR CONSTRUCTION
A B C D E F G H J K
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© 2020 EPS ENGINEERING & DESIGN INC.
DRAWINGS AND SPECIFICATIONS ARE NOT INTENDEDFOR USE ON OTHER PROJECTS AT THIS SITE OR OTHERSITES WITHOUT WRITTEN APPROVAL OF THE ENGINEER.
A Division of Electric Power Systems International, Inc.
ENGINEERING& DESIGN
1338 E. KINGSLEY, SUITE BSPRINGFIELD, MO 65804PHONE: (417) 886-4840
FAX: (417) 886-4842
REV
REV.
DATE DESCRIPTION
DRAWING NO.
DRAFTER:
CHECKER:
ENGR:
APPD:
DATE:
SCALE:
CITY OF AZUSA2-BREAKER RACK ADDITION
AZUSA, CA
SOUTH BUSPOTENTIAL TRANSFORMER DIAGRAM D-3101
DPP
NTS
0
0 SOUTH BUS TIE BREAKER ADDITION
REV DATE DESCRIPTIONBY
TEMPORARY ISSUE TRACKING BLOCK
QC LD
DSG19083
0A 03.04.20 DPP JAB LLQ 60% DETAIL DESIGN
INSTALL
C.N. 1
CONSTRUCTION NOTES:1. FIELD TO LOCATE NEAREST SOUTH BUS PT SIGNAL AND I.D. CONNECTION POINT, RELAY PANEL,
AND TERMINAL BLOCK.
2. CITY OF AZUSA TO REVIEW EXISTING EQUIPMENT AND CONFIRM INFORMATION IS CORRECT.
N G
150A
20A
20A
20A
20A
20A
20A
20A
20A
20A
20A
20A
120/240VACFROM CONTROL HOUSE
SBT-AC-14/C#10
TO SOUTH BUS TIEBREAKER
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
N G L1 L2
NOT FOR CONSTRUCTION
A B C D E F G H J K
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© 2020 EPS ENGINEERING & DESIGN INC.
DRAWINGS AND SPECIFICATIONS ARE NOT INTENDEDFOR USE ON OTHER PROJECTS AT THIS SITE OR OTHERSITES WITHOUT WRITTEN APPROVAL OF THE ENGINEER.
A Division of Electric Power Systems International, Inc.
ENGINEERING& DESIGN
1338 E. KINGSLEY, SUITE BSPRINGFIELD, MO 65804PHONE: (417) 886-4840
FAX: (417) 886-4842
REV
REV.
DATE DESCRIPTION
DRAWING NO.
DRAFTER:
CHECKER:
ENGR:
APPD:
DATE:
SCALE:
CITY OF AZUSA2-BREAKER RACK ADDITION
AZUSA, CA
SOUTH DISTRIBUTION RACKAC PANEL BOARD D-3201
DPP
NTS
1
0 DRAWING CORRECTION1 SOUTH BUS TIE BREAKER ADDITION
REV DATE DESCRIPTIONBY
TEMPORARY ISSUE TRACKING BLOCK
QC LD
DSG19083
1A 03.04.20 DPP JAB LLQ 60% DETAIL DESIGN
INSTALL
C.N. 3
CONSTRUCTION NOTES:1. SOUTH DISTRIBUTION RACK AC PANELBOARD IS EXISTING AND IN-SERVICE.
2. CITY OF AZUSA TO SUPPLY CIRCUIT DESIGNATION, CABLE DESIGNATION, INTERRUPTING CAPACITY,AND CIRCUIT SIZES FOR EXISTING CIRCUITS.
3. INSTALL NEW CIRCUIT TO SUPPLY POWER TO NEW SOUTH BUS TIE BREAKER 84.
C.N. 1 & 2
1A
48VDCFROM CONTROL HOUSE
SBT-DC-12/C#6
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
TO SOUTH BUS TIEBREAKER
SEE D-5501C.N. 5
40A10KAIC
225A, 10KAICMAIN BREAKER
40A10KAIC
40A10KAIC
40A10KAIC
40A10KAIC
40A10KAIC
40A10KAIC
40A10KAIC
40A10KAIC
40A10KAIC
40A10KAIC
40A10KAIC
CxxxTO AMFORGE
FEEDER BREAKER
CxxxTO AZUSA
FEEDER BREAKER
CxxxTO CERRITOS
FEEDER BREAKER
CxxxTO PARAMOUNT
FEEDER BREAKER
CxxxTO IRWINDALE
FEEDER BREAKER
2/C#4
2/C#4
2/C#42/C#4
2/C#4
NOT FOR CONSTRUCTION
A B C D E F G H J K
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© 2020 EPS ENGINEERING & DESIGN INC.
DRAWINGS AND SPECIFICATIONS ARE NOT INTENDEDFOR USE ON OTHER PROJECTS AT THIS SITE OR OTHERSITES WITHOUT WRITTEN APPROVAL OF THE ENGINEER.
A Division of Electric Power Systems International, Inc.
ENGINEERING& DESIGN
1338 E. KINGSLEY, SUITE BSPRINGFIELD, MO 65804PHONE: (417) 886-4840
FAX: (417) 886-4842
REV
REV.
DATE DESCRIPTION
DRAWING NO.
DRAFTER:
CHECKER:
ENGR:
APPD:
DATE:
SCALE:
CITY OF AZUSA2-BREAKER RACK ADDITION
AZUSA, CA
SOUTH DISTRIBUTION RACKDC PANELBOARD D-3301
DPP
NTS
1
1 ISSUED FOR CONSTRUCTION
REV DATE DESCRIPTIONBY
TEMPORARY ISSUE TRACKING BLOCK
QC LD
DSG19083
1A 03.04.20 DPP JAB LLQ 60% DETAIL DESIGN
INSTALL
CONSTRUCTION NOTES:1. INSTALL NEW OUTDOOR DC PANELBOARD.
2. CONNECT EXISTING DC CIRCUITS. EXISTING CABLES AND WIRES TO BE RE-USED. FIELD TO NOTEWIRE SIZE AND CABLE DESIGNATION.
3. IN THE EVENT AN EXISTING BREAKER SUPPLY CIRCUIT DOES NOT REACH NEW DC PANELLOCATION, CONTRACTOR TO INSTALL NEW DC CABLE TO THAT BREAKER.
4. IN THE EVENT THE FEEDER SUPPLY DOES NOT REACH NEW DC PANELBOARD, CONTRACTOR TOUSE UNDERGROUND SPLICE TO SUPPLY SUFFICIENT LENGTH.
5. INSTALL NEW DC CABLE TO NEW SOUTH BUS TIE BREAKER FROM POSITION 1, 3.
6. ON HOLD: OCPD AND CIRCUIT SIZE FOR NEW TIE BREAKER TO BE REVIEWED ON RECEIPT OFVENDOR DRAWINGS.
7. ON HOLD FOR CLARIFICATION: CITY OF AZUSA TO IDENTIFY DC CIRCUIT WIRE SIZES. DC CIRCUITBREAKERS TO BE RESIZED BASED ON CIRCUIT SIZE.
C.N. 2,4
C.N. 7TYP.
NOT FOR CONSTRUCTION
A B C D E F G H J K
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© 2020 EPS ENGINEERING & DESIGN INC.
DRAWINGS AND SPECIFICATIONS ARE NOT INTENDEDFOR USE ON OTHER PROJECTS AT THIS SITE OR OTHERSITES WITHOUT WRITTEN APPROVAL OF THE ENGINEER.
A Division of Electric Power Systems International, Inc.
ENGINEERING& DESIGN
1338 E. KINGSLEY, SUITE BSPRINGFIELD, MO 65804PHONE: (417) 886-4840
FAX: (417) 886-4842
REV
REV.
DATE DESCRIPTION
DRAWING NO.
DRAFTER:
CHECKER:
ENGR:
APPD:
DATE:
SCALE:
CITY OF AZUSA2-BREAKER RACK ADDITION
AZUSA, CA
SOUTH DISTRIBUTION RACKDC PANELBOARD D-3301R
DPP
NTS
1
0 REMOVE PANELBOARD AND BOX
REV DATE DESCRIPTIONBY
TEMPORARY ISSUE TRACKING BLOCK
QC LD
DSG19083
0R1 03.04.20 DPP JAB LLQ 60% DETAIL DESIGN
REMOVAL
CONSTRUCTION NOTES:1. EXISTING DC PANELBOARD TO BE REPLACED. REMOVE DC PANELBOARD AFTER ALL CIRCUITS
HAVE BEEN MOVED TO NEW DC PANELBOARD.
2. NEW DC CIRCUIT BREAKERS TO BE SUPPLIED TO MATCH EXISTING CIRCUIT BREAKER ANDCAPACITY. REUSE EXISTING WIRING IN NEW DC PANELBOARD.
3. IN THE EVENT AN EXISTING BREAKER SUPPLY CIRCUIT DOES NOT REACH NEW DC PANELLOCATION, CONTRACTOR TO INSTALL NEW DC CABLE TO THAT BREAKER.
4. IN THE EVENT THE FEEDER SUPPLY DOES NOT REACH NEW DC PANELBOARD, CONTRACTOR TOUSE UNDERGROUND SPLICE TO SUPPLY SUFFICIENT LENGTH.
5. EXISTING DC PANELBOARD SHOWN IN THE PICTURE IS FACING NORTH.
C.N. 2
C.N. 1
NOT FOR CONSTRUCTION
A B C D E F G H J K
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© 2020 EPS ENGINEERING & DESIGN INC.
DRAWINGS AND SPECIFICATIONS ARE NOT INTENDEDFOR USE ON OTHER PROJECTS AT THIS SITE OR OTHERSITES WITHOUT WRITTEN APPROVAL OF THE ENGINEER.
A Division of Electric Power Systems International, Inc.
ENGINEERING& DESIGN
1338 E. KINGSLEY, SUITE BSPRINGFIELD, MO 65804PHONE: (417) 886-4840
FAX: (417) 886-4842
REV
REV.
DATE DESCRIPTION
DRAWING NO.
DRAFTER:
CHECKER:
ENGR:
APPD:
DATE:
SCALE:
CITY OF AZUSALIGHT & WATER DEPARTMENT
AZUSA, CA
SOUTH BUS TIE 12KVAC & DC SCHEMATIC DIAGRAM SHT. 1 D-4001
DPP
NTS
0
0 SOUTH BUS TIE BREAKER ADDITION
REV DATE DESCRIPTIONBY
TEMPORARY ISSUE TRACKING BLOCKQC LD
DSG19083
0A 01.22.20 DPP JAB LLQ 30% DETAIL DESIGN
0B 03.04.20 DPP JAB LLQ 60% DETAIL DESIGN
INSTALL
0B
0B
0B
0B
0B
0B
0B
0B
0B
0B
0B
0B
0B
NOT FOR CONSTRUCTION
A B C D E F G H J K
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© 2020 EPS ENGINEERING & DESIGN INC.
DRAWINGS AND SPECIFICATIONS ARE NOT INTENDEDFOR USE ON OTHER PROJECTS AT THIS SITE OR OTHERSITES WITHOUT WRITTEN APPROVAL OF THE ENGINEER.
A Division of Electric Power Systems International, Inc.
ENGINEERING& DESIGN
1338 E. KINGSLEY, SUITE BSPRINGFIELD, MO 65804PHONE: (417) 886-4840
FAX: (417) 886-4842
REV
REV.
DATE DESCRIPTION
DRAWING NO.
DRAFTER:
CHECKER:
ENGR:
APPD:
DATE:
SCALE:
CITY OF AZUSALIGHT & WATER DEPARTMENT
AZUSA, CA
SOUTH BUS TIE 12KVAC & DC SCHEMATIC DIAGRAM SHT. 2 D-4002
DPP
NTS
0
0 SOUTH BUS TIE BREAKER ADDITION
REV DATE DESCRIPTIONBY
TEMPORARY ISSUE TRACKING BLOCKQC LD
DSG19083
0A 03.04.20 DPP JAB LLQ 60% DETAIL DESIGN
INSTALL
PORT 5A
SEL-351ASOUTH-BUS TIE
LOCATED ON COMMUNICATIONPROCESSOR PANEL
TOSEL-2030's
SCADA COMPUTER CABINETLOCATED ON SOUTH WALL
NEW
EXISTING
SCADA DEDICATED NETWORK SWITCH
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
SBT-COMM-1CAT-5E
NOT FOR CONSTRUCTION
A B C D E F G H J K
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© 2020 EPS ENGINEERING & DESIGN INC.
DRAWINGS AND SPECIFICATIONS ARE NOT INTENDEDFOR USE ON OTHER PROJECTS AT THIS SITE OR OTHERSITES WITHOUT WRITTEN APPROVAL OF THE ENGINEER.
A Division of Electric Power Systems International, Inc.
ENGINEERING& DESIGN
1338 E. KINGSLEY, SUITE BSPRINGFIELD, MO 65804PHONE: (417) 886-4840
FAX: (417) 886-4842
REV
REV.
DATE DESCRIPTION
DRAWING NO.
DRAFTER:
CHECKER:
ENGR:
APPD:
DATE:
SCALE:
CITY OF AZUSA2-BREAKER RACK ADDITION
AZUSA, CA
NETWORKINGDIAGRAM D-4901
DPP
NTS
0
0 SOUTH BUS TIE BREAKER ADDITION
REV DATE DESCRIPTIONBY
TEMPORARY ISSUE TRACKING BLOCK
QC LD
DSG19083
0A 03.04.20 DPP JAB LLQ 60% DETAIL DESIGN
INSTALL
C.N. 3
C.N. 1
C.N. 2
CONSTRUCTION NOTES:1. INSTALL SEL-351A SOUTH BUS TIE RELAY.
2. CONNECT TO EXISTING SCADA DEDICATED ETHERNET SWITCH WITH CAT 5 ETHERNET CABLE.ROUTE CABLE THROUGH OVERHEAD CABLE TRAY.
3. CITY OF AZUSA TO DETERMINE EXISTING CONNECTIONS.
NOT FOR CONSTRUCTION
A B C D E F G H J K
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© 2020 EPS ENGINEERING & DESIGN INC.
DRAWINGS AND SPECIFICATIONS ARE NOT INTENDEDFOR USE ON OTHER PROJECTS AT THIS SITE OR OTHERSITES WITHOUT WRITTEN APPROVAL OF THE ENGINEER.
A Division of Electric Power Systems International, Inc.
ENGINEERING& DESIGN
1338 E. KINGSLEY, SUITE BSPRINGFIELD, MO 65804PHONE: (417) 886-4840
FAX: (417) 886-4842
REV
REV.
DATE DESCRIPTION
DRAWING NO.
DRAFTER:
CHECKER:
ENGR:
APPD:
DATE:
SCALE:
CITY OF AZUSA2-BREAKER RACK ADDITION
AZUSA, CA
WIRING DIAGRAMSOUTH BUS TIE BREAKER D-5001
DPP
NTS
0
0 SOUTH BUS TIE BREAKER ADDITION
REV DATE DESCRIPTIONBY
TEMPORARY ISSUE TRACKING BLOCK
QC LD
DSG19083
0A 01.24.20 DPP LLQ 60% DETAIL DESIGN
INSTALL
NOT FOR CONSTRUCTION
A B C D E F G H J K
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
A B C D E F G H J K
© 2020 EPS ENGINEERING & DESIGN INC.
DRAWINGS AND SPECIFICATIONS ARE NOT INTENDEDFOR USE ON OTHER PROJECTS AT THIS SITE OR OTHERSITES WITHOUT WRITTEN APPROVAL OF THE ENGINEER.
A Division of Electric Power Systems International, Inc.
ENGINEERING& DESIGN
1338 E. KINGSLEY, SUITE BSPRINGFIELD, MO 65804PHONE: (417) 886-4840
FAX: (417) 886-4842
REV
REV.
DATE DESCRIPTION
DRAWING NO.
DRAFTER:
CHECKER:
ENGR:
APPD:
DATE:
SCALE:
CITY OF AZUSA2-BREAKER RACK ADDITION
AZUSA, CA
WIRING DIAGRAMSOUTH BUS TIE BREAKER D-5002
JRR
NTS
0
0 SOUTH BUS TIE BREAKER ADDITION
REV DATE DESCRIPTIONBY
TEMPORARY ISSUE TRACKING BLOCK
QC LD
DSG19083
0A 03.04.20 JRR JAB LLQ 60% DETAIL DESIGN
INSTALL
C.N. 1 & 4
SEL-2030-1
SEL-2030-2
IN15IN14IN13
C.N. 1
NOT FOR CONSTRUCTION
REV
REV.
DATE DESCRIPTION
DRAWING NO.
DRAFTER:
CHECKER:
ENGR:
APPD:
DATE:
SCALE:
© 2020 EPS ENGINEERING & DESIGN INC.
DRAWINGS AND SPECIFICATIONS ARE NOT INTENDEDFOR USE ON OTHER PROJECTS AT THIS SITE OR OTHERSITES WITHOUT WRITTEN APPROVAL OF THE ENGINEER.
A Division of Electric Power Systems International, Inc.
ENGINEERING& DESIGN
1338 E. KINGSLEY, SUITE BSPRINGFIELD, MO 65804PHONE: (417) 886-4840
FAX: (417) 886-4842
A B C D E F G H J K
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A B C D E F G H J K
CITY OF AZUSA2-BREAKER RACK ADDITION
AZUSA, CA
WIRING DIAGRAMCOMMUNICATION PROCESSOR (SEL-2030-2) D-5003
DPP
NTS
0
0 SOUTH BUS TIE BREAKER ADDITION
REV DATE DESCRIPTIONBY
TEMPORARY ISSUE TRACKING BLOCK
QC LD
DSG19083
0A 03.04.20 DPP JAB LLQ 60% DETAIL DESIGN
INSTALL
TB10
SB
R(+)R(-)C2C1C8C9C3
C2M
B1B2B3B0
2A2B2C2D
SB
DWG. D-5004SBT-CTRL-1
12/C#10
DWG. D-5003SBT-CT-1
4/C#10
DWG. D-5003SBT-CT-2
4/C#10
DWG. D-3201SBT-AC-1
4/C#10
AC
DWG. D-3301SBT-DC-1
2/C#6
DC
NOT FOR CONSTRUCTION
A B C D E F G H J K
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© 2020 EPS ENGINEERING & DESIGN INC.
DRAWINGS AND SPECIFICATIONS ARE NOT INTENDEDFOR USE ON OTHER PROJECTS AT THIS SITE OR OTHERSITES WITHOUT WRITTEN APPROVAL OF THE ENGINEER.
A Division of Electric Power Systems International, Inc.
ENGINEERING& DESIGN
1338 E. KINGSLEY, SUITE BSPRINGFIELD, MO 65804PHONE: (417) 886-4840
FAX: (417) 886-4842
REV
REV.
DATE DESCRIPTION
DRAWING NO.
DRAFTER:
CHECKER:
ENGR:
APPD:
DATE:
SCALE:
CITY OF AZUSA2-BREAKER RACK ADDITION
AZUSA, CA
INTERCONNECT DIAGRAMSOUTH BUS TIE BREAKER D-5501
DPP
NTS
0
0 SOUTH BUS TIE BREAKER ADDITION
REV DATE DESCRIPTIONBY
TEMPORARY ISSUE TRACKING BLOCK
QC LD
DSG19083
0A 03.04.20 DPP JAB LLQ 60% DETAIL DESIGN
INSTALL
C.N. 2
CONSTRUCTION NOTES:1. INSTALL CABLES ON BREAKER TERMINAL BLOCKS AS SHOWN.
2. BREAKER TERMINAL INFORMATION ON HOLD.
EPS E&D, TAKES EXCEPTIONTO THE CERTIFICATION OFTHE EXISTING ACCURACY
OF THE DRAWINGS ORINSTALLED EQUIPMENT
REV DATE DESCRIPTIONBY
TEMPORARY ISSUE TRACKING BLOCK
QC LD
DSG19083
7A 01.22.20 DPP JAB LLQ 30% DETAIL DESIGN
7B 03.04.20 DPP JAB LLQ 60% DETAIL DESIGN
A Division of Electric Power Systems International, Inc.
ENGINEERING& DESIGN
1338 E. KINGSLEY, SUITE BSPRINGFIELD, MO 65804PHONE: (417) 886-4840
FAX: (417) 886-4842
© EPS ENGINEERING & DESIGN INC.
DRAWINGS AND SPECIFICATIONS ARE NOT INTENDEDFOR USE ON OTHER PROJECTS AT THIS SITE OR OTHERSITES WITHOUT WRITTEN APPROVAL OF THE ENGINEER.
2020
INSTALL
NOT FOR CONSTRUCTION
DSG19083 ‐ CITY OF AZUSA ‐ BREAKER ADDITIONBILL OF MATERIAL
Item Number
Material Description Qty Needed Qty in Stock Manufacturer Model Number Serial Number Source Intended Use/Remarks
M1 STRUCTURE, STEEL, 2‐BAY DISTRIBUTION RACK 1 ‐‐ TBD ‐‐ ‐‐ CITY OF AZUSA SPECIFICATION DOC# TS‐0001M2 BREAKER, 15KV, 3000A, OUTDOOR, VACUUM 1 ‐‐ SIEMENS SVD7 ‐‐ CITY OF AZUSA SPECIFICATION DOC# TS‐0002M3 SURGE ARRESTER, 7.65KV MCOV, SUBSTATION CLASS 3 ‐‐ HPS EVP000800‐3001 ‐‐ CITY OF AZUSA SPECIFICATION DOC# TS‐0003M4 SWITCH, HOOKSTICK, SINGLE POLE, 15KV, 1200A 3 ‐‐ TBD ‐‐ ‐‐ CITY OF AZUSA SPECIFICATION DOC# TS‐0003M5 SWITCH, TANDEM TRANSFER, HOOKSTICK, SINGLE POLE, 15KV, 1200A 3 ‐‐ TBD ‐‐ ‐‐ CITY OF AZUSA SPECIFICATION DOC# TS‐0003M6 SWITCH, HOOKSTICK, SINGLE POLE, 15KV, 3000A 6 ‐‐ TBD ‐‐ ‐‐ CITY OF AZUSA SPECIFICATION DOC# TS‐0003
A1 PANELBOARD, 48VDC, 225A MAIN BREAKER, BOTTOM FEED, 10KAIC, NEMA 3R 1 ‐‐ SQUARE D TYPE NQ ‐‐ CONTRACTOR WITH ALL REQUIRED PARTS PER OEMA2 BREAKER FOR 48VDC PANELBOARD, 2‐POLE, 40A, 10KAIC 12 ‐‐ SQUARE D QOB240 ‐‐ CONTRACTOR NOTE 4A3 UNISTRUT, 1‐5/8" X 1‐5/8", SLOTTED HOLE, HOT DIP GALVANIZED AS REQ'D ‐‐ UNISTRUT P1000T HG ‐‐ CONTRACTOR FOR DC PANELBOARD MOUNTINGA4 STEEL, C‐CHANNEL, C6X8.2, HOT DIP GALVANIZED AS REQ'D ‐‐ NOTE 1 ‐‐ ‐‐ CONTRACTOR FOR DC PANELBOARD MOUNTINGA5 CONCRETE, GENERAL PURPOSE AS REQ'D ‐‐ NOTE 1 ‐‐ ‐‐ CONTRACTOR FOR DC PANELBOARD MOUNTING
B1 SEAMLESS TUBING BUS,ALUMINUM, 4" NPS, SCHEDULE 80 (6063‐T6) 120 FT ‐‐ NOTE 1 ‐‐ ‐‐ CONTRACTORB2 SEAMLESS TUBING BUS,ALUMINUM, 2" NPS, SCHEDULE 40 (6063‐T6) 30 FT NOTE 1 ‐‐ ‐‐ CONTRACTORB3 INSULATOR, 15KV, STANDARD STRENGTH 24 ‐‐ LAPP 315205‐70 ‐‐ CONTRACTORB4 TEE CONNECTOR, ALUMINUM WELDMENT, FOR 2" NPS TO 4‐HOLE PAD 6 SEFCOR WTF‐3960‐4A ‐‐ CONTRACTORB5 TERMINAL, ALUMINUM WELDMENT, 4" NPS TUBE TO FLAT 4‐HOLE PAD 6 SEFCOR WFTC‐64‐4A ‐‐ CONTRACTORB6 TERMINAL, ALUMINUM, BOLTED CABLE TO FLAT, AAC CONDUCTOR TO 4‐HOLE PAD 14 SEFCOR AFNC‐3653‐4B ‐‐ CONTRACTORB7 TERMINAL, ALUMINUM WELDMENT, 2‐1/2" NPS TUBE TO FLAT 4‐HOLE PAD 6 SEFCOR WFTC‐60‐4A ‐‐ CONTRACTOR EXISTING. CONFIRM WITH UTILITY PRIOR TO PURCHASEB8 BUS SUPPORT, ALUMINUM, HORIZONTAL BOLTED, 4" NPS TUBE TO INSULATOR 18 SEFCOR ASTI‐64‐3 ‐‐ CONTRACTORB9 BUS SUPPORT, ALUMINUM, HORIZONTAL BOLTED, 2" NPS TUBE TO INSULATOR 6 SEFCOR ASTI‐58‐3 ‐‐ CONTRACTORB10 TEE CONNECTOR, ALUMINUM WELDMENT, FOR 4" NPS TO 4‐HOLE PAD 0 SEFCOR WTF‐6269‐4A ‐‐ CONTRACTORB11 END PLUG, ALUMINUM WELDMENT, 4" NPS 6 SEFCOR WEB‐64H ‐‐ CONTRACTORB12 TEE CONNECTOR, ALUMINUM WELDMENT, FOR 2" NPS TO 2‐HOLE PAD 3 SEFCOR WTF‐3960‐2B ‐‐ CONTRACTORB13 END PLUG, ALUMINUM WELDMENT, 2" NPS 6 SEFCOR WEB‐58 ‐‐ CONTRACTORB14 TEE CONNECTOR, ALUMINUM, TUBING MAIN TO TWO CABLE TAP 6 HUBBELL ATT2C4016 ‐‐ CONTRACTORB15 TERMINAL, ALUMINUM, BOLTED 2 CABLES TO FLAT, AAC CONDUCTOR TO 4‐HOLE PAD 18 HUBBELL A2F18D ‐‐ CONTRACTORB30 1/2" STAINLESS STEEL BOLT 90 L.H. DOTTIE MBS5162 ‐‐ CONTRACTOR CONTRACTOR TO CONFIRM BOLT LENGTH PRIOR TO PROCUREMENTB31 1/2" STAINLESS STEEL FLAT WASHER 90 L.H. DOTTIE FWS12 ‐‐ CONTRACTORB32 1/2" STAINLESS STEEL BELLEVILLE WASHER 90 FASTENALL 125782 ‐‐ CONTRACTORB33 1/2" HEX NUT 90 L.H. DOTTIE HNS12 ‐‐ CONTRACTORB34 TERMINAL, ALUMINUM, BOLTED 2 CABLES TO FLAT, AAC CONDUCTOR TO 4‐HOLE PAD, ‐90 5 HUBBELL A2F18D‐90 ‐‐ CONTRACTORB35 TERMINAL, CABLE TO FLAT, ‐90 5 SEFCOR AFNC‐3653‐4B‐90 ‐‐ CONTRACTORB36 TEE TUBE TO CABLE 6 SEFCOR ATTC4016 ‐‐ CONTRACTOR
C1 4" CONDUIT, SCH. 80 PVC RIGID, 4" TRADE SIZE, 10' LENGTHS 60 FT CANTEX A53EA12 ‐‐ CONTRACTORC2 CONDUIT ELBOW, PVC SCH 80, 24" SWEEP, 4" DIA, BELLED END 12 CANTEX 5221022 ‐‐ CONTRACTORC3 6" CONDUIT, SCH. 80 PVC RIGID, 4" TRADE SIZE, 10' LENGTHS 70 FT CANTEX A53GA12 ‐‐ CONTRACTORC4 CONDUIT ELBOW, PVC SCH 80, 36" SWEEP, 6" DIA, BELLED END 4 CANTEX 5121045 ‐‐ CONTRACTORC5 GALVANIZED U‐BOLT, 6" PIPE 2 GRAINGER 20W515 ‐‐ CONTRACTORC6 4" LIQUATITE FLEXIBLE CONDUIT ‐ TYPE UL ‐ STEEL W/ JACKETING 10 FT T&B LA400 ‐‐ CONTRACTORC7 4" STRAIGHT LT FITTING WITH LOCKNUT 4 T&B 5340AL ‐‐ CONTRACTORC8 4" MALE TERMINAL ADAPTER 4 T&B E943N ‐‐ CONTRACTORC9 4" INSULATED BUSHING 2 NOTE 1 ‐‐ ‐‐ CONTRACTORC10 4" SEALING LOCKNUT 2 NOTE 1 ‐‐ ‐‐ CONTRACTORC11 1" CONDUIT, SCH. 80 PVC RIGID, 1" TRADE SIZE, 10' LENGTHS 20 FT CANTEX A53BA12 ‐‐ CONTRACTORC12 CONDUIT ELBOW, PVC SCH 80, 18" SWEEP, 1" DIA, BELLED END 2 CANTEX 5221846 ‐‐ CONTRACTORC13 CONDUIT END CAP, PVC, 1" DIA 2 CANTEX 5140033 ‐‐ CONTRACTOR FOR GROUNDING STUB UP CAPS AT FUTURE XFMR PAD
G1 CONDUCTOR, 4/0 COPPERWELD, BARE, STRANDED 200 FT NOTE 1 ‐‐ ‐‐ CONTRACTORG2 TERMINAL, BRONZE, 4/0 COPPERWELD TO 2‐HOLE PAD 6 HUBBELL SWL050B2 ‐‐ CONTRACTOR HOLD FOR BREAKER GROUNDING INFORMATIONG3 MOLD, EXOTHERMIC WELD, LAP, 4/0 RUN TO 4/0 TAP 1 ERICO TAC2Q2Q ‐‐ CONTRACTORG4 WELD METAL, EXOTHERMIC WELD, 250 SHOT 10 ERICO 250PLUSF20 ‐‐ CONTRACTORG5 CONDUCTOR, #2 AWG, BARE, STRANDED 25 FT NOTE 1 ‐‐ ‐‐ CONTRACTORG6 CONNECTOR, BOLTED, BRONZE, #2 AWG CU TO FLAT 2 HUBBELL TLS32 ‐‐ CONTRACTOR DC PANELBOARD BONDG7 CONNECTOR, CRIMP, PARALLEL TAP, 4/0 AWG CU RUN TO #2 AWG CU TAP 1 BURNDY YGHC29C26
L1 CONDUCTOR, 2000 KCMIL, COWSLIP, AAC, 91 STRAND 240 FT SOUTHWIRE COWSLIP ‐‐ CONTRACTOR
R1 BLANK PANEL, 19" 4RU 1 CHATSWORTH 30026‐104 ‐‐ CONTRACTORR2 BREAKER CONTROL SWITCH 1 ELECTROSWITCH 74202LH ‐‐ CONTRACTORR3 CUTOUT SWITCH, SINGLE POLE, DOUBLE THROW 2 TE CONNECTIVITY 2‐1520228‐3 ‐‐ CONTRACTORR4 SETTING GROUP SELECTOR SWITCH, WITH ENGRAVED ESCUTCHEON 1 ELECTROSWITCH 24201B w/ 010D‐2T26BD ‐‐ CONTRACTORR5 BUS TIE 12KV METER 1 SATEC PM172E ‐‐ CONTRACTORR6 METER TEST SWITCH, FT‐1, P P P C‐C C‐C C‐C P 1 ABB 129A514G01 ‐‐ CONTRACTORR7 OVERCURRENT & CLOSING RELAY SEL‐351A 1 SEL 0351A0H2X3E52X1 ‐‐ CONTRACTOR
BM‐00011 of 3
Revision No. 0B
DSG19083 ‐ CITY OF AZUSA ‐ BREAKER ADDITIONBILL OF MATERIAL
Item Number
Material Description Qty Needed Qty in Stock Manufacturer Model Number Serial Number Source Intended Use/Remarks
R8 FT‐19 ASSEMBLY, EXTENDED TEST SWITCH 1 ABB FR2H014001000NX08 ‐‐ CONTRACTORR9 LIGHT, INDICATING, LED, 48VDC, GREEN LAMP, GREEN LENS 1 GE 116B6708G42G52G4 ‐‐ CONTRACTORR10 LIGHT, INDICATING, LED, 48VDC, RED LAMP, RED LENS 1 GE 116B6708G42R52R4 ‐‐ CONTRACTORR11 TERMINAL 4‐POLE SHORTING BLOCK, 30A, 600V 2 MARATHON 1504 SC ‐‐ CONTRACTOR NOTE 2R12 TERMINAL 12‐POLE SHORTING BLOCK, 30A, 600V MARATHON 1512STD ‐‐ CONTRACTORR13 FUSE BLOCK, 2‐POLE, 30A, 600V 1 MARATHON F30A2S ‐‐ CONTRACTORR14 FUSE, CLASS NON, 5A 5 BUSSMAN NON‐5 ‐‐ CONTRACTOR FOR USE WITH R13R15 FUSE BLOCK, 3‐POLE, 30A, 600V 5 MARATHON F30A3S ‐‐ CONTRACTORR16 BLANK PANEL, 19" 5RU 1 CHATSWORTH 30026‐105
W1 CABLE, 4/C310 CU 600V XLPE XHHW‐2 400' SOUTHWIRE 890686 ‐ SPEC 45053 ‐‐ CONTRACTOR NOTE 3W2 CABLE, 12/C#10 CU 600V XLPE XHHW‐2 200' SOUTHWIRE 890688 ‐ SPEC 45053 ‐‐ CONTRACTOR NOTE 3W3 ETHERNET CABLE, 24/4RP, CAT5E 25' SOUTHWIRE 96263 ‐ SPEC 70470 96263 ‐‐ CONTRACTOR NOTE 3W4 CABLE ‐ 3/C#10 w/GND CU 600V EPR XHHW‐2 100' SOUTHWIRE SPEC 45107 ‐‐ CONTRACTOR NOTE 3
1234
LENGTH ESTIMATE BASED ON PLAN VIEW. CONTRACTOR TO VERIFY LENGTH BASED ON INSTALLED RACEWAY ROUTING.ALTERNATIVES ACCEPTABLE WITH ENGINEERING APPROVAL (EXCEPT SEL RELAYS AND ELECTROSWITCH SWITCHES). PROVIDE CUTSHEET TO OWNER'S ENGINEER FOR REVIEW AND ACCEPTANCE.COMMON ITEM; NO MANUFACTURER SPECIFIED
NOTES
ON HOLD FOR CLARIFICATION: DC BREAKERS TO BE SIZED BASED ON EXISTING WIRE SIZE. CITY OF AZUSA TO DETERMINE WIRE SIZE.
BM‐00012 of 3
Revision No. 0B
DSG19083 ‐ CITY OF AZUSA ‐ BREAKER ADDITIONBILL OF MATERIAL
Prepared By:Initials
1/16/2020 RSB 0A 30% ISSUE FOR REVIEW JAB 1/17/2020 SDE 1/24/20203/4/2020 JRR 0B 60% ISSUE FOR QA REVIEW JAB 2/27/2020 SDE 3/3/2020
2nd Approver:Initials & Date
Date Rev # Description1st Approver:Initials & Date
BM‐00013 of 3
Revision No. 0B
TYPE SIZE LENGTH NO. COND. RATED VOLT. INSULATION
SBT‐DC‐1 DC SUPPLY CABLE TRENCH/CONDUIT SOUTH TIE BREAKER XHHW‐2 Cu #8 50' 2 600V XLPE NOTE 1SBT‐AC‐1 AC SUPPLY CABLE TRENCH/CONDUIT SOUTH TIE BREAKER XHHW‐2 Cu #10 50' 3 + GND 600V XLPE NOTE 1SBT‐CTRL‐1 SOUTH TIE BREAKER CABLE TRENCH/CONDUIT RELAY PNL XHHW‐2 Cu #10 135' 12 600V XLPE NOTE 1SBT‐CT‐1 SOUTH TIE BREAKER CABLE TRENCH/CONDUIT RELAY PNL XHHW‐2 Cu #10 135' 4 600V XLPE NOTE 1SPT‐CT‐2 SOUTH TIE BREAKER CABLE TRENCH/CONDUIT RELAY PNL XHHW‐2 Cu #10 135' 4 600V XLPE NOTE 1SBT‐PT‐1 RELAY PNL CABLE TRAY PANEL XHHW‐2 Cu #12 25' 4 600V XLPE NOTE 1
SBT‐COMM‐1 RELAY PNL CABLE TRAY SCADA DATA CAT‐5E 25' 4/PR 300V XLPE NOTE 1
NOTES:1. Length estimate based on plan view. Contractor to verify length based on installed raceway routing.
DSG19083 City of Azusa Med Voltage Circuit Breaker ‐ CABLE SCHEDULE
CABLE
REMARKSCABLE NO. VIAFROM TO
CC‐0001 1 of 2 Revision No. 0A
Prepared By:Initials
1/16/2020 DP 0A 30% ISSUE FOR REVIEW JAB 1/17/2020 SDE 1/24/20203/4/2020 DP 0A 60% ISSUE FOR REVIEW JAB 2/27/2020 SDE 3/3/2020
Date Rev # Description1st Approver: 2nd Approver:Initials & Date Initials & Date
CC‐0001 2 of 2 Revision No. 0A
CO
NTR
OL
CA
BLE
TR
ENC
H
C
C __/__/__ J. ROUTH
DC PANELBOARDAC PANELBOARD
SOUTH BUS AC/DC PANELBOARD POSITION ADDED
REV DATE DESCRIPTIONBY
TEMPORARY ISSUE TRACKING BLOCK
QC LD
DSG19083
C1 03.04.20 JRR JAB LLQ 60% DETAIL DESIGN
DRAWING CORRECTION
CONSTRUCTION NOTES:
1. DC AND AC PANEL BOARD LOCATION IS APPROXIMATE.
NOT FOR CONSTRUCTION
C1
C.N. 1
C1
REFERENCE DRAWING
5 __/__/__ DPP
EXISTINGSOUTH SWITCHRACKSTRUCTURE ENVELOPE
EXISTING SOUTH SWITCHRACK SHOWN
REV DATE DESCRIPTIONBY
TEMPORARY ISSUE TRACKING BLOCK
QC LD
DSG19083
5A 03.04.20 DPP JAB RSB 60% DETAIL DESIGN
DRAWING CORRECTIONNOT FOR CONSTRUCTION
5A
A5405REFERENCE DRAWING
A5506
REFERENCE DRAWING
SEL-2032
SEL-2032
HMI
KEYBOARD
7'-6
"
2'-7 1/2"
NOT FOR CONSTRUCTION
A B C D E F G H J K
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2
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A B C D E F G H J K
© 2018 EPS ENGINEERING & DESIGN INC.
DRAWINGS AND SPECIFICATIONS ARE NOT INTENDED
FOR USE ON OTHER PROJECTS AT THIS SITE OR OTHER
SITES WITHOUT WRITTEN APPROVAL OF THE ENGINEER.
A Division of Electric Power Systems International, Inc.
ENGINEERING
& DESIGN
1338 E. KINGSLEY, SUITE BSPRINGFIELD, MO 65804PHONE: (417) 886-4840
FAX: (417) 886-4842
REV
REV.
DATE DESCRIPTION
DRAWING NO.
DRAFTER:
CHECKER:
ENGR:
APPD:
DATE:
SCALE:
CITY OF AZUSA
2-BREAKER RACK ADDITION
AZUSA, CA
COMMUNICATIONS PROCCESSOR PANEL
ELEVATION
D-2102
DPP
0
0 DRAWING CORRECTION
REV DATE DESCRIPTIONBY
TEMPORARY ISSUE TRACKING BLOCK
QC LD
DSG19083
0A 12.27.19 DPP LLQ 60% DETAIL DESIGN
REFERENCE DRAWING
N G
150A
20A
20A
20A
20A
20A
20A
20A
20A
20A
20A
20A
SPARE
120/240VAC
FROM CONTROL HOUSE
NOT FOR CONSTRUCTION
A B C D E F G H J K
1
2
3
4
5
6
7
8
1
2
3
4
5
6
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A B C D E F G H J K
© 2020 EPS ENGINEERING & DESIGN INC.
DRAWINGS AND SPECIFICATIONS ARE NOT INTENDED
FOR USE ON OTHER PROJECTS AT THIS SITE OR OTHER
SITES WITHOUT WRITTEN APPROVAL OF THE ENGINEER.
A Division of Electric Power Systems International, Inc.
ENGINEERING
& DESIGN
1338 E. KINGSLEY, SUITE BSPRINGFIELD, MO 65804PHONE: (417) 886-4840
FAX: (417) 886-4842
REV
REV.
DATE DESCRIPTION
DRAWING NO.
DRAFTER:
CHECKER:
ENGR:
APPD:
DATE:
SCALE:
CITY OF AZUSA
2-BREAKER RACK ADDITION
AZUSA, CA
SOUTH DISTRIBUTION RACK
AC PANELBOARD
D-3201
DPP
NTS
0
0 DRAWING CREATION
REV DATE DESCRIPTIONBY
TEMPORARY ISSUE TRACKING BLOCK
QC LD
DSG19083
0A 02.03.20 DPP LLQ 60% DETAIL DESIGN
C.N. 2
CONSTRUCTION NOTES:
1. SOUTH DISTRIBUTION RACK AC PANELBOARD IS EXISTING AND IN-SERVICE.
2. CITY OF AZUSA TO SUPPLY CIRCUIT DESIGNATION, CABLE DESIGNATION, INTERRUPTING CAPACITY,
AND CIRCUIT SIZES FOR EXISTING CIRCUITS.
C.N. 2C.N. 2
C.N. 1
REFERENCE DRAWING
REFERENCE DRAWING
REFERENCE DRAWING
© EPS ENGINEERING & DESIGN INC.
DRAWINGS AND SPECIFICATIONS ARE NOT INTENDEDFOR USE ON OTHER PROJECTS AT THIS SITE OR OTHERSITES WITHOUT WRITTEN APPROVAL OF THE ENGINEER.
2020
EPS E&D, TAKES EXCEPTIONTO THE CERTIFICATION OFTHE EXISTING ACCURACY
OF THE DRAWINGS ORINSTALLED EQUIPMENT
REV DATE DESCRIPTIONBY
TEMPORARY ISSUE TRACKING BLOCK
QC LD
DSG19083
6A 03.04.20 DPP JAB LLQ 60% DETAIL DESIGN
A Division of Electric Power Systems International, Inc.
ENGINEERING& DESIGN
1338 E. KINGSLEY, SUITE BSPRINGFIELD, MO 65804PHONE: (417) 886-4840
FAX: (417) 886-4842
DRAWING CORRECTION
NOT FOR CONSTRUCTION