IFB Drawings King Ridge.pdf
PDF 8 MB Posted
- Attached to
- KING RIDGE SUBSTATION - CONSTRUCTION
- Solicitation number
- IFB-118011
- Issued by
- Bristol City, Virginia
About this file
This is an Invitation for Bid (IFB) drawing package for the King Ridge Substation construction project issued by the BVU Authority in Bristol, Virginia. The project includes furnishing materials and installing below-grade substation facilities such as foundations, grounding systems, conduit/cable routing, and oil containment systems, along with installation of owner-furnished equipment including structural steel, electrical bus and jumpers, switches, potential transformers, and 69 kV circuit breakers. The drawing index contains 25 detailed construction drawings covering single-line diagrams, general arrangement plans for both additions and removals, electrical equipment layouts, equipment sections A through J, foundation plans and details for power transformers, concrete specifications, transformer oil containment basin designs, grounding plans, conduit routing plans, and oil containment tank details. The drawings are designated "Issued for Construction Bidding" as of March 16, 2026, and were prepared by Power Centric Solutions LLC for the BVU Authority.
The drawings provide comprehensive technical specifications for concrete construction (4,000 PSI compressive strength minimum, ASTM A-615 Grade 60 reinforcing steel), foundation details with anchor bolt specifications, oil containment basin construction with waterproofing requirements, galvanized steel grating and support structures, and extensive grounding systems utilizing 4/0 soft-drawn stranded copper conductors. All conduit is specified as PVC Schedule 40 below grade and Schedule 80 above grade with minimum 24-inch burial depth. The project incorporates multiple transformer foundations, circuit breaker foundations, voltage regulator installations, and a 6,000-gallon fiberglass oil containment tank with supporting infrastructure. Concrete finishes include smooth form finish for exposed surfaces and broom finish for exterior paving, with all exposed edges chamfered at 1 inch and various reinforcement spacing requirements detailed throughout the specifications.
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Other files
| File | Type | Posted |
|---|---|---|
| For Bid - King Ridge.pdf | ||
| For Bid - King Ridge.pdf |
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Text version
KING RIDGE SUBSTATION CONSTRUCTION DRAWING INDEX
1142-03-100 SINGLE LINE DIAGRAM
1142-03-200 GENERAL ARRANGEMENT PLAN - ADDITION
1142-03-200R GENERAL ARRANGEMENT PLAN - REMOVAL
1142-03-300 ELECTRICAL EQUIPMENT PLAN - ADDITION
1142-03-300R ELECTRICAL EQUIPMENT PLAN - REMOVAL
1142-03-301 EQUIPMENT SECTION A - ADDITION
1142-03-301R EQUIPMENT SECTIONS A, B, & C - REMOVAL
1142-03-302 EQUIPMENT SECTIONS B, C, D, & E - ADDITION
1142-03-303 EQUIPMENT SECTIONS F, G, H, & J - ADDITION
1142-03-400 FOUNDATION PLAN - ADDITION
1142-03-400R FOUNDATION PLAN - REMOVAL
1142-03-401 FOUNDATION DETAIL A POWER TRANSFORMER
1142-03-402 CONCRETE MATERIAL AND CONSTRUCTION SPECIFICATIONS
1142-03-403 FOUNDATION DETAIL A
1142-03-404 FOUNDATION DETAIL B
1142-03-405 TRANSFORMER OIL CONTAINMENT
1142-03-406 TRANSFORMER OIL CONTAINMENT BASIN
1142-03-407 OIL CONTAINMENT SECTIONS & DETAILS
1142-03-500 GROUNDING PLAN - ADDITION
1142-03-501 CONDUIT PLAN
1142-03-502 CONDUIT AND GROUNDING DETAILS
1142-03-503 CIRCUIT LIST
1142-03-504 OIL CONTAINMENT PLAN
1142-03-505 OIL CONTAINMENT TANK DETAILS
ISSUED FOR
BIDDING ONLY
NOT FOR
CONSTRUCTION
POWER
CENTRIC
SOLUTIONS
REFERENCE
38396B01 ONE LINE DIAGRAM
38396C01 SUBSTATION PLAN
38396C02 SUBSTATION SECTIONS
38396C03 UABC DETAILS
38396D01 ANCHOR BOLT PLAN
38396DO2 FOUNDATION DETAILS
38396E01 GROUNDING PLAN
38396E02 EQUIPMENT GROUNDING DETAILS
38396E03 FENCE DETAILS
38396G01 ERECTION DIAGRAM
38396G02 ERECTION DIAGRAM
38396H01 STEEL DETAILS
38396H02 STEEL DETAILS
38396H03 STEEL DETAILS
38396H04 STEEL DETAILS
38396H05 STEEL DETAILS
38396H06 STEEL DETAILS
38396H07 STEEL DETAILS
38396H08 STEEL DETAILS
38396H09 STEEL DETAILS
38396H10 STEEL DETAILS
38396H11 STEEL DETAILS
38396H12 STEEL DETAILS
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AutoCAD SHX Text JMILNER - 3/11/2026 - 13:05 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-000.DWG : SUBSTATION DRAWING INDEX - 3/11/2026 - 13:05 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-000.DWG : SUBSTATION DRAWING INDEX3/11/2026 - 13:05 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-000.DWG : SUBSTATION DRAWING INDEX - 13:05 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-000.DWG : SUBSTATION DRAWING INDEX13:05 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-000.DWG : SUBSTATION DRAWING INDEX - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-000.DWG : SUBSTATION DRAWING INDEXT:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-000.DWG : SUBSTATION DRAWING INDEX1142-03-000.DWG : SUBSTATION DRAWING INDEX : SUBSTATION DRAWING INDEXSUBSTATION DRAWING INDEX
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COPYRIGHT 2021, POWER CENTRIC SOLUTIONS LLC., ALL RIGHTS RESERVED
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BVU AUTHORITY
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BRISTOL, VA
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KING RIDGE SUBSTATION
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DRAWING INDEX
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JLM
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NTS
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ISSUED FOR SUBSTATION MATERIAL BIDDING
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ISSUED FOR CONSTRUCTION BIDDING
A1
T2 63SP/49A/29T
A2
T1 TRIP 63SP/49A/29T
A3
A4
SP
A5
SP
A6
6186 TRIP
B1
6286 TRIP
B2
B3
654 LSDC 27DC
B4
B5
B6
C1
C2
C3
C4
C5
C6
PNL1 RELAY FAIL ALARM
PNL2 RELAY FAIL ALARM
PNL3 RELAY FAIL ALARM
PNL6 RELAY FAIL ALARM
SEL-2523
654 LGA 63GA
PNL4 RELAY FAIL ALARM
PNL5 RELAY FAIL ALARM
D3
SP
D4
SP
SP
D5
SP
D6
SP
E1
SP
E2
SP
E3
SP
E4
E5
E6
SP
F1
F2
F3
F4
F5
F6
SP
SP
SP
SP
SP
SP
D1
BATTERY ALARM
D2
BATTERY CHAR FAIL ALARM
SP
SEL-3515
3151G
SEL-787
2TS2
2TS2
MFM1
2TS1
SEL-787
SEL-3515
3251G
27DC
SEL-787
6229D
329D
6129D
2T S1
2T S5
2T S3
MFM2
SEL-351S
SEL-351S
M
2151N
2TS6
2TS5
5TS6
63SP 6229P
49T
26T 6229T
63SP6129P
49T
26T6129T
1TS1
3TS2
3TS2
3TS13TS6
3TS5
SEL-351S
SEL-351S
329D
5TS5
5T S3
5T S4
3T S5
3T S3
3T S1
4TS1 4TS104TS4 4TS7
4TS124TS64TS3 4TS9
TRIP & L.O. TO
214, 224, 234, 244,654 & 664
2TS7 TRIP & L.O. TO
214, 224, 234, 244,654 & 664
3TS7
MAIN BUS
TRANSFER BUS
:5
:5
0:
0:
0:
600:5
:5
:5
:5
:5
:5
:5
:5
:5
600:5
:5
:5
214 224 234 244
69 KV VIRGINIA HILLS
LA
48KV MCOV
LA
48KV MCOV
13KV69KV-
15/20/25 MVA
VIRGINIA TRANSFORMER
TRANSFORMER 2
LA LA
8.4KV
213 223 233 243
225 235 245
229 239 249
LA
10KV
LA
10KV
LA
10KV
LA
10KV
69 KV INDUSTRIAL
Z=6.94% 13KV68.8kV - 13.09kV
15/20/25 MVA
TRANSFORMER 1
M
ET
ER
IN
G
7.2kV:120VAC
600:5
VOLTAGE REGULATORS
7620/13200 VOLTS
3 X 667/686 kVA
3A15KVA
S.S. TRANS.
(3) POT. TFM.
7.2KV-
120V
0:
0:
0:
:5
:5
:5
:5
M
2151N
M
2151N
M
2151N
27DC
TRIP & L.O.
FROM
6186 & 6286
TRIP & L.O.
FROM
6186 & 6286
TRIP & L.O.
FROM
6186 & 6286
TRIP & L.O.
FROM
6186 & 6286
TRANSFORMER
POTENTIAL
1-1 Ø
40, 250:115/67.08 VOLTS
3-1 Ø
0:
TRANSFORMER
POTENTIAL
1-1 Ø
40, 250:115/67.08 VOLTS
TRANSFORMER
POTENTIAL
40, 250:115/67.08 VOLTS
HEVI-DUTY
2000 A
(3) POT. TFM.
7.2KV-
120V
1200A
1200A
683-1
VY
1TS7
:5
:5
0:
M
ET
ER
IN
G
7.2kV:120VAC
600:5
VBZ VAZ
SEL-451
:5
:5
T1 CRIT. 71QA/63PR/63LC/63LT/63HT
T2 CRIT. 63PR/49A/26A/71L
664 LSDC 27DC
664 LGA 63GA
ISSUED FOR
BIDDING ONLY
NOT FOR
CONSTRUCTION
POWER
CENTRIC
SOLUTIONS
LEGEND:
EXISTING
ADD
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GROUP OPERATED
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DISCONNECT SWITCH
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GROUP OPERATED DISCONNECT
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SWITCH WITH ARCING HORNS
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GROUP OPERATED DISCONNECT
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SWITCH WITH QUICK BREAK
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ARCING HORNS
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SURGE ARRESTOR
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BUSHING CURRENT TRANSFORMER
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WOUND CURRENT TRANSFORMER
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VOLTAGE TRANSFORMER
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LOCATED IN SUBSTATION YARD
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TEST SWITCH
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PK TEST BLOCK
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RELAY OR METER
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CIRCUIT BREAKER
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APPARATUS TERMINAL
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HOOKSTICK DISCONNECT SWITCH
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49 TRANSFORMER THERMAL RELAY
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50 INST. OVERCURRENT ELEMENT
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51 TIME OVERCURRENT ELEMENT
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MCOV MAX. CONTINUOUS OPER. VOLTAGE
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63 FAULT PRESSURE RELAY
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MFM MULTIFUNCTION METER
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T TRANSFORMER
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MR MULTI-RATIO
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SA SURGE ARRESTER
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VM VOLTMETER
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86 LOCKOUT RELAY
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%%UABBREVIATIONS:
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AM AMMETER
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AUX AUXILIARY
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CO CUTOUT
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79 RECLOSING RELAY
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52 CIRCUIT BREAKER
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71 OIL LEVEL SWITCH
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%%UDEVICE NUMBERS:
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TCO TRIP CUTOUT
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SP SUDDEN PRESSURE
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26 LIQUID THERMAL RELAY
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29 TRIP CUTOUT
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43 MANUAL TRANSFER SWITCH
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62 TIME DELAY RELAY
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87 DIFFERENTIAL RELAY
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A AMPERE
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B BUS
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N NEUTRAL
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PT POTENTIAL TRANSFORMER
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CT CURRENT TRANSFORMER
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FUSE CUTOUT
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DC CIRCUIT
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PT CIRCUIT
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CT CIRCUIT
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GROUP OPERATED SWITCH WITH LOAD-BREAK FEATURE (VACUUM)
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AutoCAD SHX Text JMILNER - 3/10/2026 - 14:59 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-100.DWG : SINGLE LINE DIAGRAM - 3/10/2026 - 14:59 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-100.DWG : SINGLE LINE DIAGRAM3/10/2026 - 14:59 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-100.DWG : SINGLE LINE DIAGRAM - 14:59 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-100.DWG : SINGLE LINE DIAGRAM14:59 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-100.DWG : SINGLE LINE DIAGRAM - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-100.DWG : SINGLE LINE DIAGRAMT:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-100.DWG : SINGLE LINE DIAGRAM1142-03-100.DWG : SINGLE LINE DIAGRAM : SINGLE LINE DIAGRAMSINGLE LINE DIAGRAM
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COPYRIGHT 2020, POWER CENTRIC SOLUTIONS LLC., ALL RIGHTS RESERVED
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BVU AUTHORITY
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BRISTOL, VA
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KING RIDGE SUBSTATION
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SINGLE LINE DIAGRAM
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JLM
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KRA
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KRA
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NTS
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JRM
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KRA
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ISSUED FOR SUBSTATION MATERIAL BIDDING
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AutoCAD SHX Text 03.16.26
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JRM
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KRA
ISSUED FOR
BIDDING ONLY
NOT FOR
CONSTRUCTION
POWER
CENTRIC
SOLUTIONS
LEGEND:
EXISTING
ADD
C B A
A
C
PHASING
200'-0"
120'-4"
172'-0"
78'-10"
139'-11"
116'-6"
50'-4"
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BA
SE
LI
N
E "B
C O
N
TR
O L
BU
IL
D
IN
G
OIL CONTAINMENT
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AutoCAD SHX Text JMILNER - 3/10/2026 - 15:07 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-200.DWG : GENERAL ARRANGEMENT PLAN - 3/10/2026 - 15:07 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-200.DWG : GENERAL ARRANGEMENT PLAN3/10/2026 - 15:07 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-200.DWG : GENERAL ARRANGEMENT PLAN - 15:07 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-200.DWG : GENERAL ARRANGEMENT PLAN15:07 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-200.DWG : GENERAL ARRANGEMENT PLAN - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-200.DWG : GENERAL ARRANGEMENT PLANT:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-200.DWG : GENERAL ARRANGEMENT PLAN1142-03-200.DWG : GENERAL ARRANGEMENT PLAN : GENERAL ARRANGEMENT PLANGENERAL ARRANGEMENT PLAN
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COPYRIGHT 2020, POWER CENTRIC SOLUTIONS LLC., ALL RIGHTS RESERVED
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CHK'D:
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BVU AUTHORITY
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BRISTOL, VA
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KING RIDGE SUBSTATION
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GENERAL ARRANGEMENT PLAN
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ADDITION
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JRM
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ISSUED FOR SUBSTATION MATERIAL BIDDING
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NOT FOR
CONSTRUCTION
POWER
CENTRIC
SOLUTIONS
LEGEND:
EXISTING
REMOVE
C B A
A
C
PHASING
200'-0"
120'-4"
172'-0"
78'-10"
139'-11"
116'-6"
50'-4"
BASELINE "A"
BA
SE
LI
N
E "B
C O
N
TR
O L
BU
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D
IN
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AutoCAD SHX Text JMILNER - 3/10/2026 - 15:10 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-200R.DWG : GENERAL ARRANGEMENT PLAN - REMOVAL - 3/10/2026 - 15:10 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-200R.DWG : GENERAL ARRANGEMENT PLAN - REMOVAL3/10/2026 - 15:10 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-200R.DWG : GENERAL ARRANGEMENT PLAN - REMOVAL - 15:10 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-200R.DWG : GENERAL ARRANGEMENT PLAN - REMOVAL15:10 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-200R.DWG : GENERAL ARRANGEMENT PLAN - REMOVAL - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-200R.DWG : GENERAL ARRANGEMENT PLAN - REMOVALT:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-200R.DWG : GENERAL ARRANGEMENT PLAN - REMOVAL1142-03-200R.DWG : GENERAL ARRANGEMENT PLAN - REMOVAL : GENERAL ARRANGEMENT PLAN - REMOVALGENERAL ARRANGEMENT PLAN - REMOVAL
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COPYRIGHT 2020, POWER CENTRIC SOLUTIONS LLC., ALL RIGHTS RESERVED
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BVU AUTHORITY
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BRISTOL, VA
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KING RIDGE SUBSTATION
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GENERAL ARRANGEMENT PLAN
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REMOVAL
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JRM
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KRA
BASELINE "A"
BA
SE
LI
N
E "B
C
3'-0"
2'-0"
5'-0"
7'-0"
7'-0"
25'-0"
25'-0"
B 302G
F
16'-0"
16'-0"
ISSUED FOR
BIDDING ONLY
NOT FOR
CONSTRUCTION
POWER
CENTRIC
SOLUTIONS
9'-0"
14'-0" 14'-0" 6'-0" 5'-0"
13'-0"
7'-0"
7'-0"
D
16'-0"
29'-3"
16'-0"
LEGEND:
EXISTING
ADD
4'-0"
4'-0"
2'-0"
5'-0"
2'-0"
5'-0"
2'-0"
2'-0"
5'-0"
2'-0"
5'-0"
2'-0"
3'-0"
3'-0"
146'-6"
36'-3"
A
4'-0"
4'-0"
4'-0"
4'-0"
E
H
2'-0"
C O
N
TR
O L
BU
IL
D
IN
G
OIL CONTAINMENT
J
C B A
A
C
PHASING
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DRAWING NUMBER:
AutoCAD SHX Text JMILNER - 3/10/2026 - 15:12 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-300.DWG : ELECTRICAL EQUIPMENT PLAN - 3/10/2026 - 15:12 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-300.DWG : ELECTRICAL EQUIPMENT PLAN3/10/2026 - 15:12 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-300.DWG : ELECTRICAL EQUIPMENT PLAN - 15:12 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-300.DWG : ELECTRICAL EQUIPMENT PLAN15:12 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-300.DWG : ELECTRICAL EQUIPMENT PLAN - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-300.DWG : ELECTRICAL EQUIPMENT PLANT:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-300.DWG : ELECTRICAL EQUIPMENT PLAN1142-03-300.DWG : ELECTRICAL EQUIPMENT PLAN : ELECTRICAL EQUIPMENT PLANELECTRICAL EQUIPMENT PLAN
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COPYRIGHT 2020, POWER CENTRIC SOLUTIONS LLC., ALL RIGHTS RESERVED
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CHK'D:
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APP'D:
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DATE:
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SCALE:
AutoCAD SHX Text 1142-03-300
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BVU AUTHORITY
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BRISTOL, VA
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KING RIDGE SUBSTATION
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ELECTRICAL EQUIPMENT PLAN
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ADDITION
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JRM
AutoCAD SHX Text 1"=20'
AutoCAD SHX Text 3.10.22
AutoCAD SHX Text
AutoCAD SHX Text 10.15.25
AutoCAD SHX Text
JRM
AutoCAD SHX Text
KRA
AutoCAD SHX Text
ISSUED FOR SUBSTATION MATERIAL BIDDING
AutoCAD SHX Text
AutoCAD SHX Text 03.16.26
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JRM
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KRA
NOT FOR
CONSTRUCTION
POWER
CENTRIC
SOLUTIONS
LEGEND:
EXISTING
REMOVE
C 301R
B
A
C O
N
TR
O L
BU
IL
D
IN
G
C B A
A
C
PHASING
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DRAWING NUMBER:
AutoCAD SHX Text JMILNER - 3/13/2026 - 10:55 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-300R.DWG : ELECTRICAL EQUIPMENT PLAN - 3/13/2026 - 10:55 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-300R.DWG : ELECTRICAL EQUIPMENT PLAN3/13/2026 - 10:55 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-300R.DWG : ELECTRICAL EQUIPMENT PLAN - 10:55 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-300R.DWG : ELECTRICAL EQUIPMENT PLAN10:55 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-300R.DWG : ELECTRICAL EQUIPMENT PLAN - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-300R.DWG : ELECTRICAL EQUIPMENT PLANT:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-300R.DWG : ELECTRICAL EQUIPMENT PLAN1142-03-300R.DWG : ELECTRICAL EQUIPMENT PLAN : ELECTRICAL EQUIPMENT PLANELECTRICAL EQUIPMENT PLAN
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COPYRIGHT 2020, POWER CENTRIC SOLUTIONS LLC., ALL RIGHTS RESERVED
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CHK'D:
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APP'D:
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DATE:
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SCALE:
AutoCAD SHX Text 1142-03-300R
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BVU AUTHORITY
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BRISTOL, VA
AutoCAD SHX Text
KING RIDGE SUBSTATION
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ELECTRICAL EQUIPMENT PLAN
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REMOVAL
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JRM
AutoCAD SHX Text 1"=20'
AutoCAD SHX Text 3.10.22
AutoCAD SHX Text
AutoCAD SHX Text 10.15.25
AutoCAD SHX Text
JRM
AutoCAD SHX Text
KRA
AutoCAD SHX Text
ISSUED FOR SUBSTATION MATERIAL BIDDING
AutoCAD SHX Text
AutoCAD SHX Text 03.16.26
AutoCAD SHX Text
JRM
AutoCAD SHX Text
KRA
NOT FOR
CONSTRUCTION
POWER
CENTRIC
SOLUTIONS
SECTION A
300SCALE: 1" = 10'
13'-0"
22'-6"
32'-0"
3 14 x 3 14 x 14 UABC (TYP)
16'-10"
6'-0"
14'-0"16'-0" 14'-0" 6'-0" 5'-0" 5'-0" 13'-0"
13'-0"
8" x 4" AL BAR
LEGEND:
EXISTING
ADD
9'-6"
2'-0"
5'-0"
2'-6"
2'-0"
14'-6"
4'-0"
6'-6"
24'-11"
11'-0"
36'-0"
2-500 MCM CU
2-500 MCM CU
2-500 MCM CU
556.5 MCM ASCR
556.5 MCM ASCR
8" x 4" AL BAR
556.5 MCM ASCR
556.5 MCM
ASCR
556.5 MCM ASCR
19'-0"
556.5 MCM ASCR
3 14 x 3 14 x 14 UABC (TYP)
#4 HD CU
8" x 4" AL BAR
21'-1 9 16"
NOTES
1. REMOVE EXISTING PT'S AND STRUCTURES.
PROVIDE NEW PT'S AND STRUCTURES. STRUCTURE
BASE SHALL MATCH EXISTING SO THAT EXISTING
FOUNDATIONS CAN BE RE-USED.
2. PROVIDE SWITCH BEAM AND ACCOMPANYING
CONNECTION MATERIAL TO PROVIDE ATTACHMENT
TO EXISTING STRUCTURE.
NOTE 2
NOTE 1
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DRAWING NUMBER:
AutoCAD SHX Text JMILNER - 11/10/2025 - 08:09 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-301.DWG : EQUIPMENT SECTION A - 11/10/2025 - 08:09 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-301.DWG : EQUIPMENT SECTION A11/10/2025 - 08:09 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-301.DWG : EQUIPMENT SECTION A - 08:09 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-301.DWG : EQUIPMENT SECTION A08:09 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-301.DWG : EQUIPMENT SECTION A - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-301.DWG : EQUIPMENT SECTION AT:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-301.DWG : EQUIPMENT SECTION A1142-03-301.DWG : EQUIPMENT SECTION A : EQUIPMENT SECTION AEQUIPMENT SECTION A
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COPYRIGHT 2020, POWER CENTRIC SOLUTIONS LLC., ALL RIGHTS RESERVED
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CHK'D:
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APP'D:
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DATE:
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SCALE:
AutoCAD SHX Text 1142-03-301
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BVU AUTHORITY
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BRISTOL, VA
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KING RIDGE SUBSTATION
AutoCAD SHX Text
EQUIPMENT SECTION A
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ADDITION
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JRM
AutoCAD SHX Text 1"=20'
AutoCAD SHX Text 03.08.22
AutoCAD SHX Text
AutoCAD SHX Text 10.15.25
AutoCAD SHX Text
JRM
AutoCAD SHX Text
KRA
ISSUED FOR SUBSTATION MATERIAL BIDDING
NOT FOR
CONSTRUCTION
POWER
CENTRIC
SOLUTIONS
SECTION A
300SCALE: 1" = 10'
LEGEND:
EXISTING
ADD
SECTION B
300SCALE: 1" = 10'
SECTION C
300RSCALE: 1" = 10'
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DRAWING NUMBER:
AutoCAD SHX Text JMILNER - 3/11/2026 - 09:07 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-301R.DWG : EQUIPMENT SECTION A B C - 3/11/2026 - 09:07 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-301R.DWG : EQUIPMENT SECTION A B C3/11/2026 - 09:07 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-301R.DWG : EQUIPMENT SECTION A B C - 09:07 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-301R.DWG : EQUIPMENT SECTION A B C09:07 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-301R.DWG : EQUIPMENT SECTION A B C - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-301R.DWG : EQUIPMENT SECTION A B CT:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-301R.DWG : EQUIPMENT SECTION A B C1142-03-301R.DWG : EQUIPMENT SECTION A B C : EQUIPMENT SECTION A B CEQUIPMENT SECTION A B C
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COPYRIGHT 2020, POWER CENTRIC SOLUTIONS LLC., ALL RIGHTS RESERVED
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CHK'D:
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APP'D:
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DATE:
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SCALE:
AutoCAD SHX Text 1142-03-301R
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BVU AUTHORITY
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BRISTOL, VA
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WEST BRISTOL SUBSTATION
AutoCAD SHX Text
EQUIPMENT SECTION A, B, & C
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REMOVAL
AutoCAD SHX Text
JRM
AutoCAD SHX Text 1"=20'
AutoCAD SHX Text 03.08.22
AutoCAD SHX Text
AutoCAD SHX Text 10.15.25
AutoCAD SHX Text
JRM
AutoCAD SHX Text
KRA
AutoCAD SHX Text
ISSUED FOR SUBSTATION MATERIAL BIDDING
AutoCAD SHX Text
AutoCAD SHX Text 03.16.26
AutoCAD SHX Text
JRM
AutoCAD SHX Text
KRA
NOT FOR
CONSTRUCTION
POWER
CENTRIC
SOLUTIONS
9'-0"
10'-6"
9'-4"
3 14 x 3 14 x 14 UABC (TYP)
SECTION B
300SCALE: 1" = 10'
SECTION C
300SCALE: 1" = 10'
SECTION D
300SCALE: 1" = 10'
SECTION E
300SCALE: 1" = 10'
3 14 X 3 14 X 14 UABC (TYP)
7'-0" 7'-0" 9'-0"
21'-0"
25'-0"
14'-6"
36'-0"
12'-6"12'-6"
22'-0"
LEGEND:
EXISTING
ADD
12'-6" 12'-6"
556.5 MCM
ACSR
4'-0"
2'-6"
5'-8"
5'-4"
11'-0"
556.5 MCM
ACSR
2'-6"
8'-0"
13'-0"
556.5 MCM
ACSR
9'-4"12'-8"
20'-0"
556.5 MCM
ACSR
556.5 MCM
ACSR
556.5 MCM
ACSR
NOTES
1. 69kV LINE INSULATORS AND HARDWARE PROVIDED
UNDER MATERIAL CONTRACT AS WELL AS DOUBLE
PADDLE NEMA 4 HOLE CONNECT FOR JUMPER. 69 kV
LINE CONDUCTOR AND SHIELDING PROVIDED BY
BVUA.
2. NEMA 4 HOLE TERMINAL FOR UG CABLE
CONNECTION PROVIDED IN MATERIAL CONTRACT.
UG CABLE, TERMINATION, AND END TERMINAL
PROVIDED BY BVUA.
16'-8"
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DRAWING NUMBER:
AutoCAD SHX Text JMILNER - 3/11/2026 - 10:04 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-302.DWG : EQUIPMENT SECTION B C D E - 3/11/2026 - 10:04 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-302.DWG : EQUIPMENT SECTION B C D E3/11/2026 - 10:04 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-302.DWG : EQUIPMENT SECTION B C D E - 10:04 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-302.DWG : EQUIPMENT SECTION B C D E10:04 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-302.DWG : EQUIPMENT SECTION B C D E - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-302.DWG : EQUIPMENT SECTION B C D ET:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-302.DWG : EQUIPMENT SECTION B C D E1142-03-302.DWG : EQUIPMENT SECTION B C D E : EQUIPMENT SECTION B C D EEQUIPMENT SECTION B C D E
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COPYRIGHT 2020, POWER CENTRIC SOLUTIONS LLC., ALL RIGHTS RESERVED
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CHK'D:
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APP'D:
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DATE:
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SCALE:
AutoCAD SHX Text 1142-03-302
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BVU AUTHORITY
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BRISTOL, VA
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WEST BRISTOL SUBSTATION
AutoCAD SHX Text
EQUIPMENT SECTION B, C, D, & E
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ADDITIONS
AutoCAD SHX Text
TDH
AutoCAD SHX Text 1"=10'
AutoCAD SHX Text 3.10.22
AutoCAD SHX Text
AutoCAD SHX Text 10.15.25
AutoCAD SHX Text
JRM
AutoCAD SHX Text
KRA
AutoCAD SHX Text
ISSUED FOR SUBSTATION MATERIAL BIDDING
AutoCAD SHX Text
AutoCAD SHX Text 03.16.26
AutoCAD SHX Text
JRM
AutoCAD SHX Text
KRA
NOT FOR
CONSTRUCTION
POWER
CENTRIC
SOLUTIONS
SECTION F
300SCALE: 1" = 10'
SECTION G
300SCALE: 1" = 10'
13'-0"13'-0"
24'-6"
2'-7"
4'-0"
#2 SOL CU
TINNED
2'-0"
15'-2"
7'-6"
4'-0"
5'-6"
LEGEND:
EXISTING
ADD
3'-0"
4'-0"
4'-0"
1'-0"
7'-0"
2'-0"
3'-0"
3'-0"
3'-6"
1'-0"
1'-0"
18'-0" 8'-0"
2'-0"
5'-0"
2'-6"
2'-0"
7'-6"
22'-6"
9'-6"
32'-0"
3'-0"
2'-0"
2'-0"
2-500
MCM CU
8" x 4" AL BAR
4'-0"4'-0"4'-0"
22'-0"
9'-5"
SECTION H
300SCALE: 1" = 10'
SECTION J
300SCALE: 1" = 10'
13'-0"
2'-0"
7'-6"
4'-0"
8'-0"8'-0"
19'-11"
2'-1"
8'-0"8'-0"8'-0" 8'-0" 8'-0" 8'-0"
4'-0"4'-0"4'-0" 4'-0"4'-0"4'-0"4'-0" 4'-0"4'-0"4'-0"4'-0" 4'-0"4'-0"4'-0"4'-0"
11'-10"
2-500 MCM CU
#4 HD CU
5'-0"
17'-0"
14'-0"
NOTES
1. 69kV LINE INSULATORS AND HARDWARE PROVIDED
UNDER MATERIAL CONTRACT AS WELL AS DOUBLE
PADDLE NEMA 4 HOLE CONNECT FOR JUMPER. 69 kV
LINE CONDUCTOR AND SHIELDING PROVIDED BY
BVUA.
2. NEMA 4 HOLE TERMINAL FOR UG CABLE
CONNECTION PROVIDED IN MATERIAL CONTRACT.
UG CABLE, TERMINATION, AND END TERMINAL
PROVIDED BY BVUA.
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DRAWING NUMBER:
AutoCAD SHX Text JMILNER - 3/11/2026 - 10:06 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-303.DWG : EQUIPMENT SECTION F G H - 3/11/2026 - 10:06 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-303.DWG : EQUIPMENT SECTION F G H3/11/2026 - 10:06 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-303.DWG : EQUIPMENT SECTION F G H - 10:06 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-303.DWG : EQUIPMENT SECTION F G H10:06 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-303.DWG : EQUIPMENT SECTION F G H - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-303.DWG : EQUIPMENT SECTION F G HT:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-303.DWG : EQUIPMENT SECTION F G H1142-03-303.DWG : EQUIPMENT SECTION F G H : EQUIPMENT SECTION F G HEQUIPMENT SECTION F G H
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COPYRIGHT 2020, POWER CENTRIC SOLUTIONS LLC., ALL RIGHTS RESERVED
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CHK'D:
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APP'D:
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DATE:
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SCALE:
AutoCAD SHX Text 1142-03-303
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BVU AUTHORITY
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BRISTOL, VA
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KING RIDGE SUBSTATION
AutoCAD SHX Text
EQUIPMENT SECTION F, G, H, & J
AutoCAD SHX Text
ADDITION
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TDH
AutoCAD SHX Text 1"=10'
AutoCAD SHX Text 3.10.22
AutoCAD SHX Text
AutoCAD SHX Text 10.15.25
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JRM
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KRA
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ISSUED FOR SUBSTATION MATERIAL BIDDING
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AutoCAD SHX Text 03.16.26
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JRM
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KRA
BASELINE "A"
NOTES
1. REFER TO DRAWING 1142-03-405 FOR
TRANSFORMER 2 FOUNDATION DETAILS. TOC
ELEVATION SHALL MATCH EXISTING TRANSFORMER
FOUNDATION.
2. REFER TO DRAWING 1142-03-407 FOR CONCRETE
MATERIAL AND CONSTRUCTION SPECIFICATIONS.
BA
SE
LI
N
E "B
ISSUED FOR
BIDDING ONLY
NOT FOR
CONSTRUCTION
POWER
CENTRIC
SOLUTIONS
14'-0"
4'-0" 4'-0"
16'-0"
6'-0" 5'-0" 5'-0"
12'-6"
7'-0"
2'-0"
12'-6"
8'-0"
5'-0"
2'-0"
5'-0"
2'-0"
2'-0"
16'-0"
4'-8"
4'-8"
7'-0"
9'-4"
C L
/1 3K
V
XF
M R
C L k V
D
EA
D
EN
D
16'-0"
16'-0"
CL
BREAKER
LEGEND:
EXISTING
ADD
13'-0"
12'-6"
12'-6"
8'-0"
8'-0"
8'-0"
8'-0"
16'-0"
8'-0"
16'-0"
8'-0"
8'-0"
64'-0"
9'-0"
9'-0"
8'-0"
4'-8"
4'-8" 9'-4"
CL
BREAKER
CL
BREAKER
CL
BREAKER
73'-0"
CL
CL
C L k V
SW
IT
C H
S
TA
N D
CL
TRANSFORMER &
C L k V
SW
IT
C H
S
TA
N D
C L kV P
T
BU
S
SU
P
C L A-
FR
AM
E
C L kV P
T
BU
S
SU
P
C L kV P
T
BU
S
SU
P
TOC=XXX.XX
TOC=XXX.XX
TOC=XXX.XX
15'-0"
TOC=XXX.XX
TOC=XXX.XX
A
A
B
B
B
B
11'-0"
11'-0"
8'-0"
(TYP)
C O
N
TR
O L
BU
IL
D
IN
G
10'-0"
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AutoCAD SHX Text JMILNER - 3/11/2026 - 10:17 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-400.DWG : FOUNDATION PLAN - 3/11/2026 - 10:17 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-400.DWG : FOUNDATION PLAN3/11/2026 - 10:17 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-400.DWG : FOUNDATION PLAN - 10:17 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-400.DWG : FOUNDATION PLAN10:17 - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-400.DWG : FOUNDATION PLAN - T:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-400.DWG : FOUNDATION PLANT:\EG\EG-PD\BVUASUBS\BVUASUBS-00001\1142-03 KING RIDGE SUBSTATION\WORK PRODUCTS\CAD\1142-03-400.DWG : FOUNDATION PLAN1142-03-400.DWG : FOUNDATION PLAN : FOUNDATION PLANFOUNDATION PLAN
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COPYRIGHT 2021, POWER CENTRIC SOLUTIONS LLC., ALL RIGHTS RESERVED
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BVU AUTHORITY
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BRISTOL, VA
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KING RIDGE SUBSTATION
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FOUNDATION PLAN
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ADDITION
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ISSUED FOR CONSTRUCTION BIDDING
kaldridge Stamp
NOT FOR
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LEGEND:
EXISTING
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COPYRIGHT 2021, POWER CENTRIC SOLUTIONS LLC., ALL RIGHTS RESERVED
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BVU AUTHORITY
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BRISTOL, VA
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10'-0"
1"Ø AB
TYP 6 PLACES
(NOTE 9)
3' -0
#5 BAR
#5 @ 6"
BENT
TOP & BOTTOM
1"Ø ABCHAMFER EXPOSED EDGES 1"
PLACE 4" LEAN
CONCRETE MUD
MAT
IMMEDIATELY
AFTER
EXCAVATION.
(NOTE 10)
POWER TRANSFORMER
NOTES:
1. CONCRETE SHALL HAVE COMPRESSIVE
STRENGTH F'c = 5000 PSI PER ASTM C-39.
2. CONCRETE SHALL HAVE MAX SIZE AGGREGATE =
2" INCHES.
3. CONCRETE REINFORCING STEEL: ASTM A-615,
GRADE 60.
4. CHAMFER ALL EXPOSED EDGES 1".
5. ALL EXPOSED CONCRETE SHALL BE SMOOTH
FORM FINISH.
6. ALL REINFORCING BARS NOT SHOWN FOR
CLARITY.
7. ALL REINFORCING BARS 3" CLEAR SPACING
BOTTOM AND UNFORMED SIDES, 2" CLEAR
SPACING TOP AND ANY FORMED SIDES, TYPICAL.
8. THREADS OF ANCHOR BOLTS AND NUTS SHALL BE
THOROUGHLY CLEANED AND PROTECTED AFTER
PLACEMENT.
9. ANCHOR BOLTS SHALL BE POST-INSTALLED, HILTI
TYPE, AFTER TRANSFORMER INSTALLATION.
10. GEOTECHNICAL PROFESSIONAL SHALL VERIFY A
MINIMUM SOIL BEARING PRESSURE OF 1500 PSF
PRIOR TO PLACEMENT OF MUD MAT.
11. TRANSFORMER 2 FOUNDATION HAS BEEN
INSTALLED BY BVUA.
(NOTE 9)
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SECTION A
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FOUNDATION DETAIL A
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NOT FOR
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CENTRIC
SOLUTIONS
GENERAL NOTES:
1.01 ALL CONSTRUCTION SHALL CONFORM TO THE 2021 INTERNATIONAL BUILDING CODE. REFERENCE TO OTHER STANDARD SPECIFICATIONS OR CODES SHALL MEAN THE LATEST STANDARD OR CODE ADOPTED AND PUBLISHED UNLESS SPECIFIED
OTHERWISE.
1.02 VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS PRIOR TO COMMENCING ANY WORK. NOTIFY ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.
1.03 NOTIFY ENGINEER IMMEDIATELY OF ANY CONDITIONS ENCOUNTERED IN THE FIELD CONTRADICTORY TO THOSE SHOWN ON THE
CONSTRUCTION CONTRACT DRAWINGS AND DOCUMENTS.
1.04 REVIEW OF SUBMITTALS AND/OR SHOP DRAWINGS BY THE ENGINEER DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO REVIEW AND CHECK SHOP DRAWINGS PRIOR TO SUBMITTAL TO THE ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND CONSTRUCTION PROCEDURE.
1.05 REFERENCE GEOTECHNICAL REPORT: NONE
FOUNDATION NOTES:
2.01 CONTRACTOR SHALL VERIFY CONDITION AND/OR ADEQUACY OF ALL SUBGRADE, FILLS, AND BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTING, SLABS, WALLS, FILLS, BACKFILLS, ETC. ALL FOOTINGS SHALL REST UPON EITHER UNDISTURBED SOILS OR NEWLY PLACED STRUCTURAL FILL. REFER TO GEOTECHNICAL INVESTIGATION REPORT IF AVAILABLE FOR SITE PREPARATION REQUIREMENTS INCLUDING SUBGRADE IMPROVEMENT AND STRUCTURAL FILL PLACEMENT REQUIREMENTS. A MANUALLY OPERATED VIBRATOR SLED OR TAMPER SHALL BE USED TO THOROUGHLY COMPACT ANY SOILS IN THE BOTTOM OF FOOTING
TRENCHES LOOSENED DURING THE EXCAVATION PROCESS.
2.02 SIDES OF FOUNDATIONS SHALL BE FORMED UNLESS CONDITIONS PERMIT EARTH FORMING. FOUNDATIONS POURED AGAINST EARTH REQUIRE THE FOLLOWING PRECAUTIONS: SLOPE SIDES OF EXCAVATIONS AS APPROVED BY GEOTECHNICAL ENGINEER
AND CLEAN UP SLOUGHING BEFORE AND DURING CONCRETE PLACEMENT.
2.03 CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY PROTECTING ALL EXCAVATION SLOPES.
2.04 WHERE FOOTING STEPS ARE NECESSARY, THEY SHALL BE NO STEEPER THAN ONE VERTICAL TO TWO HORIZONTALS.
2.05 THE BOTTOM OF FOOTINGS SHALL BER BELOW THE FROST DEPTH AS SPECIFIED IN THE GEOTECHNICAL REPORT OR BY THE LOCAL
MUNICIPALITY
2.06 FOOTINGS SHALL BE BACKFILLED BEFORE THE STRUCTURE IS CONSIDERED STABLE. CONCRETE SLAB SHALL REACH 28 DAY
COMPRESSIVE STRENGTH BEFORE STRUCTURE IS CONSIDERED STABLE.
2.07 CONTRACTOR SHALL VERIFY MINIMUM ALLOWABLE SOIL BEARING CAPACITY OF 3000 PSI, OR AS OUTLINED IN THE GEOTECHNICAL
REPORT, PRIOR TO CONSTRUCTION.
REINFORCED CONCRETE NOTES:
3.01 ALL CONCRETE WORK SHALL CONFORM TO ACI 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. DESIGN IS
BASED UPON ACI 318, BUILDING CODE REQUIREMENT FOR REINFORCED CONCRETE.
3.02 ALL CONCRETE SHALL BE PLANT MIX AND DELIVERED IN ACCORDANCE WITH STANDARD SPECIFICATIONS FOR READY MIXED CONCRETE, ASTM C94. MIXING TIME IN ASTM SPECIFICATION SHALL BE OBSERVED. CONCRETE SHALL BE COMPOSED OF PORTLAND CEMENT, AIR ENTRAINING AGENT (IF USED), FINE AGGREGATE, COARSE AGGREGATE AND WATER. MATERIALS FROM
THE SAME SOURCE FROM START TO FINISH OF THE JOB SHALL BE USED.
3.03 PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE I OR II. ONLY ONE BRAND OF CEMENT SHALL BE USED.
3.04 AGGREGATES: FINE AGGREGATES SHALL CONFORM TO THE REQUIREMENTS OF ASTM C33, EXCEPT THAT THE FIRST SENTENCE OF PARAGRAPH 4.1 SHALL BE CHANGED TO READ, “FINE AGGREGATE SHALL BE GRADED WITHIN THE FOLLOWING LIMITS,” AND PARAGRAPH 4.2 SHALL BE DELETED IN ITS ENTIRETY. COARSE AGGREGATE SHALL CONFORM TO THE REQUIREMENTS OF ASTM
C33, TABLE 2. COARSE AGGREGATE SHALL BE AS SPECIFIED ON CONTRACT DRAWINGS.
3.05 WATER: MIXING WATER FOR CONCRETE SHALL BE FRESH, CLEAN AND POTABLE.
3.06 ADMIXTURES: AIR ENTRAINING AGENT AND MID-RANGE WATER REDUCER ARE THE ONLY ADMIXTURES PERMITTED. IF USED, THEY SHALL BE STORED IN SUCH A MANNER AS TO AVOID CONTAMINATION AND DAMAGE. IT SHALL BE PROTECTED FROM FREEZING AND OTHER TEMPERATURE CHANGES WHICH WOULD ADVERSELY AFFECT ITS CHARACTERISTICS. ONLY ONE BRAND OF AIR
ENTRAINING AGENT SHALL BE USED.
3.07 CALCIUM CHLORIDE AND OTHER CHLORIDES SHALL NOT BE USED UNDER ANY CIRCUMSTANCES.
3.08 AIR ENTRAINING AGENT SHALL CONFORM TO THE REQUIREMENTS OF ASTM C260 AND SHALL NOT CONTAIN CHLORIDES. THE AIR ENTRAINING AGENT SHALL BE MASTER BUILDERS' MBVR, OR APPROVED EQUAL. AIR ENTRAINING AGENT SHALL BE IN SOLUTION AND INTRODUCED INTO THE CONCRETE MIX BY DISPENSER. THE AMOUNT OF AIR ENTRAINING AGENT USED SHALL BE BASED UPON CONSULTATION WITH A FIELD REPRESENTATIVE TRAINED BY THE MANUFACTURER OF THE PRODUCT. TESTS FOR AIR
CONTENT SHALL BE MADE IN ACCORDANCE WITH ASTM C231.
3.09 MID-RANGE WATER REDUCING AGENT SHALL CONFORM TO THE REQUIREMENTS OF ASTM C494 TYPE A AND SHALL NOT CONTAIN CHLORIDES. THE WATER REDUCING AGENT SHALL BE INTRODUCED AT THE BATCH PLANT. THE AMOUNT OF WATER REDUCING
AGENT USED SHALL BE BASED ON THE APPROVED MIX DESIGN.
3.10 CURING COMPOUND MAY BE USED IF APPROVED, SUBJECT TO THE REQUIREMENTS OF THIS SECTION. THE COMPOUND SHALL BE
SONOSIL, BY SONNEBORN BUILDING PRODUCTS COMPANY, OR APPROVED EQUAL.
3.11 FORM RELEASE AGENT SHALL BE NOX CRETE, OR APPROVED EQUAL.
3.12 THE CONCRETE MIX SHALL CONFORM TO “RECOMMENDED PRACTICE FOR SELECTING PROPORTIONS FOR NORMAL AND HEAVY WEIGHT CONCRETE” (ACI 211.1), LESS APPENDICES 1, 2, AND 4 AND ASTM C 94, READY MIX CONCRETE. AGGREGATES SHALL BE NORMAL WEIGHT. THE WATER CEMENT RATIO SHALL NOT EXCEED 0.45 FOR ANY CONDITION OR USE.
3.13 MINIMUM ULTIMATE COMPRESSIVE STRENGTH SHALL BE 4,000 PSI AT 28 DAY AGE. COM¬PRES-SIVE STRENGTH SHALL BE DETERMINED BY TESTING ON STANDARD 6 INCH BY 12 INCH CYLINDERS TESTED IN ACCORDANCE WITH ASTM C39.
3.14 SLUMP SHALL BE MAXIMUM 3-INCHES FOR SPREAD FOUNDATIONS AND MAXIMUM 7-INCHES FOR DRILLED PIERS.
3.15 ENTRAINED AIR CONTENT SHALL BE 5½-PERCENT WITHIN THE LIMITS OF +/- 1-PERCENT.
3.16 WHERE INDICATED IN THE CONTRACT DOCUMENTS, FOUNDATION BASE MATERIAL SHALL INCLUDED 6 MIL POLYETHYLENE VAPOR
BARRIER AND CRUSHER RUN LIMESTONE.
3.17 PROPOSED MATERIALS AND MIX SPECIFICATION DETAILS SHALL BE FULLY DOCUMENTED AND REVIEWED BY A TESTING LABORATORY. RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN STRENGTH IS THE CONTRACTORS. CONCRETE PROPORTIONS SHALL BE ESTABLISHED ON THE BASIS OF FIELD EXPERIENCE AND/OR TRIAL MIXTURES WITH MATERIALS
EMPLOYED IN ACCORDANCE WITH ACI 318 AND 301.
3.18 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TESTING OF CONCRETE BY AN INDEPENDENT TESTING FIRM, APPROVED BY THE OWNER. TESTS WILL INCLUDE SLUMP AND AIR TESTING IN THE
FIELD AND PREPARATION AND STORAGE OF CYLINDERS FOR COMPRESSIVE STRENGTH TESTING.
CONCRETE CYLINDERS SHALL BE PREPARED FROM SAMPLES OBTAINED AT THE POINT OF TRUCK
DISCHARGE PER ASTM 172. THREE CYLINDERS SHALL BE PREPARED FOR EACH 30 CUBIC YARDS OF CONCRETE OR PORTION THEREOF, PLACED IN ONE DAY. CYLINDERS SHALL BE PREPARED, CURED AND TESTED BY THE
TESTING FIRM IN ACCORDANCE WITH ASTM C31 AND ASTM C39. ONE
CYLINDER SHALL BE TESTED AT SEVEN DAYS, ONE AT 28 DAYS, AND ONE KEPT IN RESERVE TO BE
TESTED AS DIRECTED BY THE OWNER. THESE TESTS SHALL BE AT CONTRACTOR'S EXPENSE.
3.19 WHERE THE 28 DAY COMPRESSIVE STRENGTH OF CONCRETE IN ANY TEST CYLINDER DOES NOT SATISFY THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ADDITIONAL TESTS AND REMOVAL AND
REPLACEMENT OF UNACCEPTABLE CONCRETE WORK AT NO ADDITIONAL COST TO THE OWNER.
3.20 CONCRETE NOT CONFORMING TO REQUIRED ELEVATIONS, TOLERANCES, OR NOT PROPERLY PLACED OR NOT OF THE SPECIFIED
TYPE AND QUALITY SHALL BE CORRECTED OR REPLACED AT CONTRACTOR'S EXPENSE.
3.21 CONCRETE NOT CONFORMING TO REQUIRED ELEVATIONS, TOLERANCES, OR NOT PROPERLY PLACED OR NOT OF THE SPECIFIED
TYPE AND QUALITY SHALL BE CORRECTED OR REPLACED AT CONTRACTOR'S EXPENSE.
3.22 CONCRETE MIX PROPORTIONS AND STRENGTH TEST RESULTS SHALL EITHER BE PREPARED BY A TESTING AGENCY, PAID BY THE CONTRACTOR AND APPROVED BY THE OWNER, OR BE BASED UPON THE TEST RESULTS OF A SIMILAR MIX MADE IN THE LAST 120 DAYS AND CERTIFIED BY THE CONTRACTOR. MIXES SHALL BE MADE USING AGGREGATES PROPOSED TO BE USED FOR THE STRUCTURE. COMPRESSION TEST CYLINDERS MADE FROM CONCRETE MIXES USING THE COARSE AGGREGATES SPECIFIED SHALL BE TESTED FOR EACH SIZE OF COARSE AGGREGATE SPECIFIED AND USED. TEST CYLINDER AGES SHALL BE 7, 14 AND 28 DAYS FOR EACH SIZE OF COARSE AGGREGATE SPECIFIED. THE CONTRACTOR SHALL CERTIFY COMPLIANCE WITH SIEVE ANALYSES FOR THE AGGREGATES USED. TESTS SHALL BE PERFORMED IN ACCORDANCE WITH ASTM TESTS C31, C39, C143, C172 AND C173 AS
APPLICABLE. TESTS, IF REQUIRED, WILL BE AT CONTRACTOR'S EXPENSE.
3.23 TEST RESULTS OF AGGREGATES TO BE USED FOR CONCRETE SHALL EITHER BE PREPARED BE A TESTING AGENCY, PAID BY THE CONTRACTOR AND APPROVED BY THE OWNER, OR BASED UPON THE TEST RESULTS OF THE SAME MATERIAL SOURCE MADE IN THE MAST 120 DAYS AND CERTIFIED BY THE CONTRACTOR. TESTS SHALL, AT MINIMUM, INCLUDE ASTM C295. IF PETROGRAPHIC EXAMINATION DOES NOT DETERMINE CONCLUSIVELY THAT THE AGGREGATE IS NOT REACTIVE, THEN SAMPLES SHOULD BE TESTED PER ASTM C586 AND CONCRETE TESTS IN 1.04 F, ABOVE, SHALL ALSO INCLUDE ASTM C1105. THE CONTRACTOR SHALL CERTIFY THAT THE AGGREGATES TO BE USED ARE NOT REACTIVE. TESTS, IF REQUIRED, WILL BE AT CONTRACTOR'S EXPENSE.
3.24 THE CONDITION OF ALL FOUNDATION EXCAVATIONS AND OF THE PIER EXCAVATION, ABOVE GROUND FORMWORK, IN PLACE REINFORCING STEEL AND EMBEDDED ITEMS (E.G., ANCHOR BOLTS OR ANCHOR BOLT CAGE) ARE SUBJECT TO FIELD REVIEW BY THE OWNER PRIOR TO PLACING OF CONCRETE. THE REQUIREMENTS OF THE CONTRACT DRAWINGS GOVERN OVER ANY SHOP DRAWINGS USED IN PLACEMENT THEREOF. CONCRETE SHALL NOT BE PLACED UNTIL REINFORCING STEEL AND EMBEDDED ITEMS
HAVE BEEN REVIEWED BY OWNER.
3.25 FOUNDATION EXCAVATIONS AND DRILLED PIER SHAFTS SHALL NOT BE LEFT OPEN OVERNIGHT. CONCRETE SHALL BE POURED IMMEDIATELY AFTER EXCAVATION IS READY AND REINFORCEMENT AND ANCHOR BOLTS ARE SET.
3.26 PRECAUTIONARY PLANS SHALL BE SUBMITTED FOR HOT AND COLD WEATHER CONCRETING FOR REVIEW AT THE SAME TIME THE
REINFORCING PLACEMENT SHOP DRAWINGS ARE SUBMITTED.
3.27 PRECAUTIONARY PLANS SHALL BE SUBMITTED FOR MEETING UNEXPECTED WATER PROBLEMS AND/OR UNEXPECTED SOIL CAVING
PROBLEMS AT THE SAME TIME THE REINFORCING PLACEMENT SHOP DRAWINGS ARE SUBMITTED.
3.28 VERIFY THAT POSITIONING OF REINFORCEMENT AND ORIENTATION OF ANCHOR BOLTS (ANCHOR BOLT CAGE) ARE ACCURATELY PLACED AND SECURELY HELD IN POSITION, AS SHOWN ON THE CONTRACT DRAWINGS, AND THAT THEY WILL NOT BE DISPLACED
DURING CONCRETE POURING.
3.29 VERIFY LINES AND LEVELS BEFORE PROCEEDING WITH FORMWORK.
3.30 HAND TRIM SIDES AND BOTTOMS OF EARTH FORMS; REMOVE DEBRIS, LOOSE AND WET SOIL.
3.31 FORMWORK SHALL BE PROPERLY OILED OR COATED WITH A FORM RELEASE AGENT PRIOR TO THE POURING OF THE REVEALED
ABOVE GROUND LEVEL PORTION OF THE PIER.
3.32 CHAMFER ALL EXPOSED CORNERS A MINIMUM OF ¾”.
3.33 DETAIL CONCRETE REINFORCEMENT AND ACCESSORIES IN ACCORDANCE WITH ACE 315 DETAILING MANUAL. SUBMIT SHOP DRAWINGS FOR APPROVAL, INDICATING ALL FABRICATING DIMENSIONS AND LOCATIONS FOR PLACING REINFORCING STEEL AND ACCESSORIES. FABRICATION SHALL NO COMMENCE UNTIL SHOP DRAWINGS ARE COMPLETED, REVIEWED, AND APPROVED.
WRITTEN DESCRIPTION OF REINFORCEMENT WITHOUT ADEQUATE SECTIONS, ELEVATIONS, AND DETAILS SHALL NOT BE
ACCEPTED.
3.34 REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 DEFORMED BARS UNLESS NOTED OTHERWISE.
3.35 TIE ALL REINFORCING STEEL AND EMBEDMENT'S SECURELY IN PLACE PRIOR TO PLACING CONCRETE. PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN THE POSITION OF REINFORCEMENT WITHIN SPECIFIED TOLERANCE DURING ALL CONSTRUCTION
ACTIVITIES. INSTALLING DOWELS INTO WET CONCRETE IS NOT PERMITTED.
3.36 ITEMS TO BE EMBEDDED (E.G., ANCHOR BOLTS) IN CONCRETE SHALL BE PLACED ACCURATELY AND HELD IN THE CORRECT POSITION WHILE THE CONCRETE IS PLACED. THE SURFACES OF METALWORK IN CONTACT WITH OR EMBEDDED IN CONCRETE SHALL BE CLEANED OF ALL RUST, DIRT, GREASE, LOOSE SCALE, GROUT, MORTAR AND OTHER FOREIGN MATTER. AFTER ANCHOR BOLTS (OR ANCHOR BOLT CAGE) HAVE BEEN EMBEDDED AND CAISSON SURFACE FINISHED, THE THREADS ON ANCHOR BOLTS WILL BE THOROUGHLY CLEANED OF ALL CONCRETE, AND SHALL BE PROTECTED BY GREASE, AND BY HAVING THE NUTS SCREWED ON OR BY OTHER ACCEPTABLE MEANS UNTIL THE TIME OF INSTALLATION OF THE POLE OR METALWORK.
3.37 PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE. SPLICE ONLY AS SHOWN OR APPROVED. STAGGER SPLICE WHERE POSSIBLE. USE FULL TENSION SPLICE (CLASS “B”) UNLESS NOTED OTHERWISE. DOWELS SHALL MATCH THE SIZE AND SPACING OF THE SPECIFIED REINFORCEMENT AND SHALL BE LAPPED WITH FULL TENSION SPLICES (CLASS “B”) UNLESS NOTED
OTHERWISE. TERMINATE BARS WITH STANDARD HOOKS.
3.38 REINFORCING STEEL SHALL MAINTAIN THE FOLLOWING CONCRETE COVER, UNLESS NOTED OTHERWISE.
A. CONCRETE AGAINST EARTH (NOT FORMED) 3”
B. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER
#6 THROUGH #18 BARS 2”
#5 BARS AND SMALLER 1 ½”
C. COVER FOR TOP BARS SHALL BE AS REQUIREMENTS FOR CONCRETE EXPOSED TO EARTH AND WEATHER
D. CONCRETE NOT EXPOSED TO EARTH OR WEATHER
SLABS AND WALLS 1”
3.39 DO NOT WELD OR TACK WELD REINFORCING STEEL UNLESS APPROVED OR DIRECTED BY ENGINEER.
3.40 DESIGN AND CONSTRUCTION OF FORMS SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:
A. FORMS SHALL CONFORM TO SHAPE, FORM, AND LINES ON DRAWINGS.
B. ADEQUATE BRACING SHALL BE USED.
C. FORMS SUPPORTED ON GROUND SHALL HAVE ADEQUATE MUD SILLS.
D. QUALIFIED WORKMAN SHALL CONSTANTLY OBSERVE AND ADJUST, AS REQUIRED, ALL SHORES DURING PLACEMENT OF
CONCRETE.
E. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS AS SPECIFIED IN
THE CONSTRUCTION DOCUMENTS.
3.41 SHORING SHALL REMAIN IN PLACE UNTIL CONCRETE HAS ATTAINED 75% OF ITS 28 DAY COMPRESSIVE DESIGN STRENGTH.
3.42 ALL REINFORCING STEEL PLACEMENT SHALL BE REVIEWED BY THE CONTRACTOR FOR COMPLIANCE WITH APPROVED SHOP
DRAWINGS AND THE REQUIREMENTS IN THE CONSTRUCTION DOCUMENTS.
3.43 THE FOLLOWING REINFORCING SHALL BE PROVIDED UNLESS NOTED OR DETAILED OTHERWISE:
A. PROVIDE 2'-6” X 2'-6” CORNER BARS OF ALL FOOTINGS, WALLS, BOND BEAMS, ETC.
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