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PLAZA SUITE 1 | 10 CHURCH AVENUE SE
ROANOKE, VA 24011
540 . 342 . 6001
FAX: 540 . 342 . 6055
www.spectrumpc.com
PROJECT NUMBER:
PR
OJE
CT
N
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LOCATION MAP
16056
16056
AEP ABINGDON
TRANSMISSION FACILITYRENOVATIONS AND ADDITION
20281 RUSTIC LANEABINGDON, VA 24210
CONSTRUCTION DOCUMENTSNOVEMBER 29, 2016
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29, 2016
COVER SHEET
CIVIL
C101 EXISTING CONDITIONS & DEMOLITION PLAN
C102 DIMENSIONAL & UTILITY PLAN
C103 GRADING & DRAINAGE PLAN
C104 ESC PLAN
C501 GENERAL DETAILS
C502 DETAILS
C503 E&SC NOTES
ARCHITECTURAL
A010 CODE SUMMARY AND LIFE SAFETY PLANS
A040 DEMOLITION PLAN
A101 FLOOR PLAN
A102 TRUCK BAY
A121 REFLECTED CEILING PLAN
A201 BUILDING ELEVATIONS
A301 BUILDING SECTION
A321 WALL SECTIONS
A322 WALL SECTIONS
A401 INTERIOR ELEVATIONS & DOOR SCHEDULE
STRUCTURAL
S001 STRUCTURAL - GENERAL NOTES AND TYPICAL DETAILS
S101 STRUCTURAL - FOUNDATION PLAN
S102 STRUCTURAL - ROOF FRAMING PLAN
S501 STRUCTURAL - SECTIONS AND DETAILS
INDEX OF DRAWINGS
PLUMBING
P001 PLUMBING - LEGEND AND SCHEDULES
PD101 PLUMBING - BELOW GRADE DEMOLITION PLAN
PD102 PLUMBING - ABOVE GRADE DEMOLITION PLAN
P101 PLUMBING - BELOW GRADE FLOOR PLAN
P102 PLUMBING - ABOVE GRADE FLOOR PLAN
P501 PLUMBING - DETAILS
MECHANICAL
M001 MECHANICAL - LEGEND & DETAILS
M002 MECHANICAL - SCHEDULES & SEQUENCES
MD101 MECHANICAL - DEMOLITION PLAN
M101 MECHANICAL - FLOOR PLAN
M601 MECHANICAL - SCHEMATICS
ELECTRICAL
E001 ELECTRICAL - LEGEND AND GENERAL NOTES
E040 ELECTRICAL - ELECTRICAL POWER DEMOLITION AND EXISTING PLAN
E041 ELECTRICAL - EXISTING LIGHTING AND DEMOLITION PLAN
E100 ELECTRICAL - SITE PLAN
E101 ELECTRICAL - LIGHTING PLAN
E102 ELECTRICAL - POWER PLAN
E103 ELECTRICAL - EQUIPMENT POWER PLAN
E104 ELECTRICAL - DATA / COMM / SECURITY PLAN
E121 ELECTRICAL - TRUCK SHED LIGHTING PLAN
E122 ELECTRICAL - TRUCK SHED POWER PLAN
E123 ELECTRICAL SITE LIGHTING - LOWER LOT PHOTOMETRICS PLAN
E500 ELECTRICAL - DETAILS
E501 ELECTRICAL - CONTROL DETAILS
E600 ELECTRICAL - SCHEDULES
E601 ELECTRICAL - SCHEDULES
E602 ELECTRICAL - SCHEDULES
E603 ELECTRICAL - SCHEDULES
E604 ELECTRICAL - RISERS AND SINGLE LINE DIAGRAMS
E605 ELECTRICAL - TRUCK SHED SCHEDULES AND SINGLE LINE DIAGRAM
PROJECT LOCATION
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62-86
C101 & DEMOLITION PLANEXISTING CONDITIONS
DATE
REVISIONS
DESIGN ARCHITECT
PROJECT ARCHITECT
NUMBER DATE
PROJECT ENGINEER
NOV 29, 2016
SHEET TITLE
KEY PLAN
SPECTRUM DESIGN PROJECT NO. 16056
GENERAL NOTES
CHECKED BY
DRAWN BY
10 CHURCH AVE SE, PLAZA SUITE 1 ROANOKE, VIRGINIA 24011 540.342.6001
J:\16056\C
ivil\S
HE
ET
S\C
101 16056 - E
xisting C
onditions &
D
em
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lotted B
y: tlivick, P
lotted: N
ov 28, 2016 - 1:35pm
AEP ABINGDON
ABINGDON, VA
DCV
DWR
11/29/16
TRANSMISSION FACILITYRENOVATION AND ADDITION
BENCHMARK
OVERHEAD ELECTRIC
OVERHEAD TELEPHONE
EDGE OF PAVEMENT
EDGE OF WOODS
SIGN
EDGE OF GRAVEL
ELECTRIC POLE
GUY WIRE
CLEANOUT
IRON PIN FOUNDIPF
FENCE
CONCRETE
ROOF DRAIN
BOLLARD POST
UG WATER LINE
UNDERGROUND CABLE / COMM.
UNDERGROUND ELETRIC
SIAMESE CONNECTOR VALVE
ROOF DRAIN PIPE
HEAT PUMP
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62-86
C102 UTILITY PLANDIMENSIONAL &
DATE
REVISIONS
DESIGN ARCHITECT
PROJECT ARCHITECT
NUMBER DATE
PROJECT ENGINEER
NOV 29, 2016
SHEET TITLE
KEY PLAN
SPECTRUM DESIGN PROJECT NO. 16056
GENERAL NOTES
CHECKED BY
DRAWN BY
10 CHURCH AVE SE, PLAZA SUITE 1 ROANOKE, VIRGINIA 24011 540.342.6001
J:\16056\C
ivil\S
HE
ET
S\C
102 16056 - D
im
ensional and U
tility P
lan.dw
g, P
lotted B
y: tlivick, P
lotted: N
ov 28, 2016 - 1:36pm
AEP ABINGDON
ABINGDON, VA
DCV
DWR
11/29/16
TRANSMISSION FACILITYRENOVATION AND ADDITION
-
62-86
C103 DRAINAGE PLANGRADING &
DATE
REVISIONS
DESIGN ARCHITECT
PROJECT ARCHITECT
NUMBER DATE
PROJECT ENGINEER
NOV 29, 2016
SHEET TITLE
KEY PLAN
SPECTRUM DESIGN PROJECT NO. 16056
GENERAL NOTES
CHECKED BY
DRAWN BY
10 CHURCH AVE SE, PLAZA SUITE 1 ROANOKE, VIRGINIA 24011 540.342.6001
J:\16056\C
ivil\S
HE
ET
S\C
103 16056 - G
rading and D
rainage P
lan.dw
g, P
lotted B
y: tlivick, P
lotted: N
ov 28, 2016 - 1:34pm
AEP ABINGDON
ABINGDON, VA
DCV
DWR
11/29/16
TRANSMISSION FACILITYRENOVATION AND ADDITION
-
62-86
C104
E&SC PLAN
DATE
REVISIONS
DESIGN ARCHITECT
PROJECT ARCHITECT
NUMBER DATE
PROJECT ENGINEER
NOV 29, 2016
SHEET TITLE
KEY PLAN
SPECTRUM DESIGN PROJECT NO. 16056
GENERAL NOTES
CHECKED BY
DRAWN BY
10 CHURCH AVE SE, PLAZA SUITE 1 ROANOKE, VIRGINIA 24011 540.342.6001
J:\16056\C
ivil\S
HE
ET
S\C
104 16056 - E
SC
P
lan.dw
g, P
lotted B
y: tlivick, P
lotted: N
ov 28, 2016 - 1:36pm AEP ABINGDON
ABINGDON, VA
DCV
DWR
11/29/16
TRANSMISSION FACILITYRENOVATION AND ADDITION
PROPOSED DESCRIPTION
INLET PROTECTION
TEMPORARY SEEDING
PERMANENT SEEDING
ESC LEGEND
SEE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK
VA ESC HANDBOOK No. 3.07
VA ESC HANDBOOK No. 3.31
VA ESC HANDBOOK No. 3.32
SILT FENCE
VA ESC HANDBOOK No. 3.05
MULCHING
VA ESC HANDBOOK No. 3.35
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C501
DETAILS
DATE
REVISIONS
DESIGN ARCHITECT
PROJECT ARCHITECT
NUMBER DATE
PROJECT ENGINEER
NOV 29, 2016
SHEET TITLE
KEY PLAN
SPECTRUM DESIGN PROJECT NO. 16056
GENERAL NOTES
CHECKED BY
DRAWN BY
10 CHURCH AVE SE, PLAZA SUITE 1 ROANOKE, VIRGINIA 24011 540.342.6001
J:\16056\C
ivil\S
HE
ET
S\C
501 16056 - G
eneral D
etails.dw
g, P
lotted B
y: tlivick, P
lotted: N
ov 28, 2016 - 1:37pm
AEP ABINGDON
ABINGDON, VA
DCV
DWR
11/29/16
TRANSMISSION FACILITYRENOVATION AND ADDITION
3' MIN.
1. BEDDING, HAUNCHING AND INITIAL BACKFILL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THIS
DETAIL AND MANUFACTURER'S RECOMMENDATION.
2. ALL PVC PIPE SHALL BE BEDDED IN COMPACTED VDOT #57 OR #68 STONE, OR CRUSHER RUN.
3. IN AREAS SUBJECTED TO VEHICULAR TRAFFIC, BEDDING STONE AND FILL SHALL BE PLACED IN 6"
LIFTS FROM BOTTOM OF TRENCH TO 1' ABOVE THE PIPE AND THE REMAINING SHALL BE PLACED IN
10" LIFTS AND SHALL BE COMPACTED TO AT LEAST 90% OF MAXIMUM DENSITY AS DETERMINED BY
ASTM D 698.
4. BEDDING REQUIREMENTS FOR DUCTILE IRON WATER LINE ARE DEPENDENT ON MANUFACTURER'S
BEDDING CRITERIA.
5. ALL EXCAVATIONS SHALL COMPLY WITH OSHA TECHNICAL MANUAL, CHAPTER 2, TITLED
"EXCAVATIONS: HAZARD RECOGNITION IN TRENCHING AND SHORING."
6. THE TRACER WIRE SHALL BE PLACED ALONG THE LOWER QUADRANT OF THE PIPE. THE WIRE SHALL
NOT TOUCH THE PIPE, BUT SHALL BE A MAXIMUM OF 6" FROM THE PIPE. NON-METALLIC SPACERS
MAY BE USED TO MAINTAIN A SET DISTANCE FROM THE UTILITY.
(4" MIN. - 6" IN
ROCK CONDITIONS)
FINISHED GRADE
PIPE SIZE & MATERIAL
AS SHOWN ON PLAN
NON-DETECTABLE WARNING
TAPE, 3 TO 5 MILS IN
THICKNESS, TO BE INSTALLED
APPROX. 24" ABOVE PIPE AND
AT A MINIMUM OF 6" BELOW
GRADE (ALL PIPE)
FOR WATERLINES INSTALL
BEDDING STONE TO SPRING LINE
OF PIPE AT A MINIMUM, OR PER
MANUFACTURER'S
RECOMMENDATION
FOR SEWER LINES BEDDING
SHALL BE MIN. 6" ABOVE PIPE
LOCATION OF TRACER WIRE WITH
NON-METALLIC PRESSURE PIPE.
TRACER WIRE NOT REQUIRED FOR
TYPICAL GRAVITY SANITARY SEWER.
NORMAL SOIL
CONDITIONS
BACKFILL ONLY WITH APPROVED
MATERIAL PER APPLICABLE
LOCALITY OR VDOT STANDARDS
WIDTH OF TRENCH EXCAVATION
PIPE DIA. + 6" EACH SIDE (MINIMUM)