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

REV DATE DESCRIPTIONBY

TEMPORARY ISSUE TRACKING BLOCK

QC LD

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

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

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

QC LD

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

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

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

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

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

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

© 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

1

2

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4

5

6

7

8

1

2

3

4

5

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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

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

1

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5

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1

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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

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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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1

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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

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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

1

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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

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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

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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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1

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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 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

1

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8

1

2

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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

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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1

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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

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

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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

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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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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

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4

5

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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 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