transmission facility aep abingdon construction...

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

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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




E604 ELECTRICAL - RISERS AND SINGLE LINE DIAGRAMS

E605 ELECTRICAL - TRUCK SHED SCHEDULES AND SINGLE LINE DIAGRAM

PROJECT LOCATION

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

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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

62-86

C102 UTILITY PLANDIMENSIONAL &

DATE

REVISIONS

DESIGN ARCHITECT

PROJECT ARCHITECT

NUMBER DATE

PROJECT ENGINEER

NOV 29, 2016

SHEET TITLE

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GENERAL NOTES

CHECKED BY

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ABINGDON, VA

DCV

DWR

11/29/16


62-86

C103 DRAINAGE PLANGRADING &

DATE

REVISIONS

DESIGN ARCHITECT

PROJECT ARCHITECT

NUMBER DATE

PROJECT ENGINEER

NOV 29, 2016

SHEET TITLE

KEY PLAN


GENERAL NOTES

CHECKED BY

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ABINGDON, VA

DCV

DWR

11/29/16


62-86

C104

E&SC PLAN

DATE

REVISIONS

DESIGN ARCHITECT

PROJECT ARCHITECT

NUMBER DATE

PROJECT ENGINEER

NOV 29, 2016

SHEET TITLE

KEY PLAN


GENERAL NOTES

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ABINGDON, VA

DCV

DWR

11/29/16


PROPOSED DESCRIPTION

INLET PROTECTION

TEMPORARY SEEDING

PERMANENT SEEDING

ESC LEGEND

SEE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK

VA ESC HANDBOOK No. 3.07



SILT FENCE


MULCHING


C501

DETAILS

DATE

REVISIONS

DESIGN ARCHITECT

PROJECT ARCHITECT

NUMBER DATE

PROJECT ENGINEER

NOV 29, 2016

SHEET TITLE

KEY PLAN


GENERAL NOTES

CHECKED BY

DRAWN BY


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AEP ABINGDON

ABINGDON, VA

DCV

DWR

11/29/16


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)

transmission facility aep abingdon construction...

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