Attachment_2_Final_Drawing.pdf

12" HDPE

INV. = 219.05'12" HDPE

INV. = 219.25'

12" RCP

INV. = 218.93'

12" RCP

INV. = 219.09'

12"

12" HDPE

INV. = 220.13'

12" HDPE

INV. = 220.17'12" RCP

INV. = 219.81'

8"

FP

FIN.FLR.

227.69'

12" MTL

INV. = 216.85'

12" MTL

INV. = 215.67'

30"

RD EC

RDCO

S S-1489 S S-1490

23"

W

EC

1"

FIN.FLR.

217.06'

ECEC

EC

EC

U U-1859

RD

EC

EC

EC

EC

ER EB

EB

EM

ECEC

EX.SIDED

BLDG

EX.SIDED

BLDG

EX.SIDED

BLDG

EX.SIDED

BLDG

EX.SIDED

BLDG

EX.SIDED

BLDG

EX.CONC

MONUMENTS

EX.GRAVEL

EX.A/C

UNITS

EX.STANDPIPE

SHED

EX.STANDPIPE

SHED

EX.TRANS

EX.GENERATOR

EX.SIDED

BLDG

EX.SIDED

BLDG

EX.OVERGROWN

BROKEN MACADAM

EX.BROKEN MACADAM

EX.MACADAM

EX.MACADAM

EX.MACADAM

EX.MACADAM

EX.GRASS

EX.GRASS

EX.GRASS

EX.GRASS

EX.GRASS

EX.GRASS

EX.GRASS

EX.CONC

LID

EX.TARGET

EX.BRASS DISK

MONUMENT

EX.BLOCK

WALL

EX.ANTENNA

EX.CONC RAMP

TESLA ROAD

N 6759225

E

N 6758875

E

N 6758875

E

LIMIT OF FIELD RUN SURVEY

LIMIT OF FIELD RUN SURVEY

LIMIT OF FIELD RUN SURVEY

LIMIT OF FIELD RUN SURVEY

FORT A P HILL

TAX MAP: 44-A-1

B: 442 / P: 614

11B 11A

11A

11B

EX. 2 CY

DUMPSTER

LIMITS OF EXCLUSION ZONE

D-1

D-2

OHE

CLEAN OUT

DRAIN INLET

ELECTRIC MH

BOLLARD

HAND BOX

ELECTRIC BOX

ELECTRIC CONDUIT

UTILITY POLE

SANITARY MH

SIGN (ONE-POST)

STORM DRAIN MH

STREET LIGHT

TRAVERSE STATION

WATER VALVE

SPOT ELEVATION

MAJOR CONTOUR

MINOR CONTOUR

CONC. CURB

SURVEY LIMITS

FENCE LINE

O/H ELECTRIC

U/G ELECTRIC

U/G GAS

U/G SANITARY

U/G STORM

UG WATER

U/G TELEPHONE

PROPERTY LINE

E

G

SS

D W

C.O.

X X

EXISTINGDESCRIPTION

BUILDING EX. BLDG

BITUMINOUS CONCRETE PAVING EX. MACADAM

+ 625.5

T

REMOVE

DECIDUOUS / EVERGREEN TREES 6"12" 3"

EX. CONC.PORTLAND CEMENT CONCRETE

LEGEND

BITUMINOUS MILL AND OVERLAY PAVING

D-1 SAW CUT EXISTING BITUMINOUS CONCRETE PAVEMENT.

D-2 2" MILL AND OVERLAY OF EXISTING BITUMINOUS CONCRETE PAVEMENT.

DEMOLITION NOTES

GENERAL NOTES

1. THIS PLAT IS BASED UPON A FIELD-RUN TOPOGRAPHIC SURVEY PERFORMED BY WBCM

IN JULY, 2021 AND REFLECTS SITE CONDITIONS AS OF THAT DATE.

2. COORDINATES AND DIRECTIONS SHOWN HEREON ARE REFERRED TO THE VIRGINIA

STATE PLANE NORTH COORDINATE SYSTEM, NAD 83/2011 AS DETERMINED FROM REAL

TIME KINEMATIC SURVEYING AS BROADCAST BY THE LEICA SMARTNET NETWORK.

3. ELEVATIONS SHOWN HEREON ARE REFERRED TO THE NORTH AMERICAN VERTICAL

DATUM OF 1988 (NAVD 88), AS DETERMINED BY R.T.K. G.P.S. OBSERVATIONS AS

BROADCAST BY THE LEICA SMARTNET NETWORK(GEOID18).

4. ADDITIONAL SPOT ELEVATIONS RESIDE IN THE ELECTRONIC VERSION OF THIS

DRAWING BUT ARE NOT PLOTTED HEREON.

5. THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE

WAY ONLY. THE DESCRIPTION OF THE UNDERGROUND UTILITIES AS SHOWN HEREON

WERE BASED SOLEY UPON FIELD OBSERVATIONS AND HAVE NOT BEEN COMPARED TO

OR VERIFIED WITH RECORD UTILITY DRAWINGS OR FIELD TEST PITS. THE SIZE, TYPE

AND LOCATION OF THE UTILITY LINES SHOULD BE VERIFIED BY THE USER OF THIS

DRAWING.

6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ACTUAL SITE CONDITIONS

PRIOR TO THE START OF ANY WORK. THERE IS NO WARRANTY OR GUARANTEE ON THE

COMPLETENESS OR CORRECTNESS OF THE EXISTING CONDITION INFORMATION. ANY

DISCREPANCY FOUND SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE

ARCHITECT/ENGINEER PRIOR TO THE START OF ANY WORK.

7. THE WORDS "CERTIFY" OR "CERTIFICATION" AS USED HEREON ARE UNDERSTOOD TO

BE AN EXPRESSION OF PROFESSIONAL OPINION BY THE UNDERSIGNED SURVEYOR,

BASED UPON HIS BEST KNOWLEDGE, INFORMATION, AND BELIEF. AS SUCH, IT DOES

NOT CONSTITUTE A GUARANTEE NOR A WARRANTY, EXPRESSED OR IMPLIED.

W.B.C.M. SURVEY TRAVERSE CONTROL LISTING

PT# NORTHING EASTING ELEV. DESCRIPTION

900 6,758,826.57 11,806,729.89 221.43 REBAR & CAP

901 6,759,207.51 11,806,331.49 213.61 REBAR & CAP

902 6,759,428.41 11,806,449.90 212.09 REBAR & CAP

903 6,759,228.67 11,806,604.05 222.40 REBAR & CAP

904 6,759,176.88 11,806,833.05 224.60 REBAR & CAP

CAUTION:

IF THIS DRAWING IS A REDUCTION,

USE THE GRAPHIC SCALES.

1"=30'-0" 30 0 15 30 60

C01

R.S.S.

B.W.L.

WOODFORD, VA 22580

4270 TESLA ROAD

A

B

2 3

C

D

1 2 3

4 5

4 5

PROJECT:

CONSULTANTS:

C

EBL ENGINEERS, LLC

MECHANICAL * ELECTRICAL * FIRE PROTECTION

8005 Harford Road, Baltimore, Maryland 21234-5701

D The Professional Engineering Center e-mail ebl@eblengineers.com

(410) 668-8000 FAX (410) 668-8001

B

A

SHEET TITLE

CHECKED BY:

MARK

PROJECT NO:

DATE:

DRAWN BY:

ISSUE:

DATE DESCRIPTION

DEGIGN OF SHOP/GARAGE

USGS FREDERICKSBURG

MAGNETIC OBSERVATORY

Designing Infrastructure for Tomorrow®

WHITNEY BAILEY COX & MAGNANI, LLC

300 East Joppa Road Suite 200

Baltimore, MD 21286

410.512.4500 www.wbcm.com

WBCM

18905.002 12-16-2021

FINAL SUBMISSION

12-16-2021

FINAL SUBMISSION

EXISTING CONDITIONS PLAN

WHITNEY BAILEY COX & MAG

12/16/21

12" HDPE

INV. = 219.05'12" HDPE

INV. = 219.25'

12" RCP

INV. = 218.93'

12" RCP

INV. = 219.09'

12"

12" HDPE

INV. = 220.13'

12" HDPE

INV. = 220.17'12" RCP

INV. = 219.81'

8"

FP

FIN.FLR.

227.69'

12" MTL

INV. = 216.85'

12" MTL

INV. = 215.67'

30"

RD EC

RDCO

S S-1489 S S-1490

23"

W

EC

1"

FIN.FLR.

217.06'

RD

EC

EC

EC

ER EB

EB

EM

ECEC

EX.SIDED

BLDG

EX.SIDED

BLDG

EX.SIDED

BLDG

EX.SIDED

BLDG

EX.CONC

MONUMENTS

EX.GRAVEL

EX.A/C

UNITS

EX.STANDPIPE

SHED

EX.STANDPIPE

SHED

EX.TRANS

EX.GENERATOR

EX.OVERGROWN

BROKEN MACADAM

EX.MACADAM

EX.MACADAM

EX.MACADAM

EX.MACADAM

EX.GRASS

EX.GRASS

EX.GRASS

EX.GRASS

EX.GRASS

EX.BRASS DISK

MONUMENT

EX.BLOCK

WALL

EX.ANTENNA

EX.CONC RAMP

TESLA ROAD

N 6759225

E

N 6758875

E

N 6758875

E

LIMIT OF FIELD RUN SURVEY

LIMIT OF FIELD RUN SURVEY

FORT A P HILL

TAX MAP: 44-A-1

B: 442 / P: 614

11B 11A

11A

11B

EX. 2 CY

DUMPSTER

LIMITS OF EXCLUSION ZONE

LOD

LO

D

LOD

E

E

E

E

E

E

E

E

E

E E

E E

E E

222223

OHE

CLEAN OUT

DRAIN INLET

ELECTRIC MH

BOLLARD

HAND BOX

ELECTRIC BOX

ELECTRIC CONDUIT

UTILITY POLE

SANITARY MH

SIGN (ONE-POST)

STORM DRAIN MH

STREET LIGHT

TRAVERSE STATION

WATER VALVE

SPOT ELEVATION

MAJOR CONTOUR

MINOR CONTOUR

CONC. CURB

SURVEY LIMITS

FENCE LINE

O/H ELECTRIC

U/G ELECTRIC

U/G GAS

U/G SANITARY

U/G STORM

UG WATER

U/G TELEPHONE

PROPERTY LINE

E

G

SS

D W

C.O.

X X

EXISTINGDESCRIPTION

BUILDING EX. BLDG

BITUMINOUS CONCRETE PAVING EX. MACADAM

+ 625.5

T

DECIDUOUS / EVERGREEN TREES 6"12" 3"

EX. CONC.PORTLAND CEMENT CONCRETE

LEGEND

BITUMINOUS MILL AND OVERLAY PAVING

NEW

+ 221.5

LEGEND

N-1 MEET EXISTING CONDITIONS.

N-2 NEW SHOP GARAGE BUILDING, SEE ARCHITECTURAL DRAWINGS FOR DETAILS.

N-3 NEW DOUBLE WALL 300 GALLON FUEL TANK, SEE DETAIL #3 ON SHEET C04.

N-4 NEW FULL DEPTH BITUMINOUS CONCRETE PAVING, SEE DETAIL #1 ON SHEET C03.

N-5 NEW 2" MILL AND OVERLAY OF BITUMINOUS CONCRETE PAVING, SEE DETAIL #2 ON

SHEET C03.

N-6 NEW CONCRETE BOLLARD, SEE STRUCTURAL DRAWLING'S FOR DETAILS.

N-7 NEW 1'-0" DEEP CONCRETE CONTAINMENT BARRIER,SEE DETAIL #4 ON SHEET C03.

CONSTRUCTION NOTES

NEW BUILDING

FF. EL. 223.28

N-2

N-3 N-6

(3TYP)

LOD

LOD

LOD

LOD

LO

D

LO

D

LO

D

LOD

LOD

LOD

SF

SF

SF

SF

SF

70, L.F. SILT FENCE

E E

E E

E E

N-1

N-7

N-4

(4 TYP)

0.5% 223.20 223.20

223.15

222.95

223.15

222.00

223.20

5.0%

222.65

223.20

1.4%

222.53

223.20

222.41

223.39 4.3%

223.17

1.0%

222223

2.0%

222.68

223.20

LIMITS OF DISTURBANCE

= 3,550 SQ.FT.

5'

5'

5.5' 6.25'

5'

5'

21.83'

37.83'

10'

GEOMETRY POINT TABLE

PT #

DESCRIPTION

CORNER BUILDING

CORNER BUILDING

CORNER BUILDING

CORNER BUILDING

NORTHING

6759054.10

6759091.62

6759094.39

6759056.86

EASTING

11806851.92

11806847.12

11806868.78

11806873.57

CAUTION:

IF THIS DRAWING IS A REDUCTION,

USE THE GRAPHIC SCALES.

1"=30'-0" 30 0 15 30 60

GENERAL NOTES

1. THIS PLAT IS BASED UPON A FIELD-RUN TOPOGRAPHIC SURVEY PERFORMED BY WBCM

IN JULY, 2021 AND REFLECTS SITE CONDITIONS AS OF THAT DATE.

2. COORDINATES AND DIRECTIONS SHOWN HEREON ARE REFERRED TO THE VIRGINIA

STATE PLANE NORTH COORDINATE SYSTEM, NAD 83/2011 AS DETERMINED FROM REAL

TIME KINEMATIC SURVEYING AS BROADCAST BY THE LEICA SMARTNET NETWORK.

3. ELEVATIONS SHOWN HEREON ARE REFERRED TO THE NORTH AMERICAN VERTICAL

DATUM OF 1988 (NAVD 88), AS DETERMINED BY R.T.K. G.P.S. OBSERVATIONS AS

BROADCAST BY THE LEICA SMARTNET NETWORK(GEOID18).

4. ADDITIONAL SPOT ELEVATIONS RESIDE IN THE ELECTRONIC VERSION OF THIS

DRAWING BUT ARE NOT PLOTTED HEREON.

5. THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE

WAY ONLY. THE DESCRIPTION OF THE UNDERGROUND UTILITIES AS SHOWN HEREON

WERE BASED SOLEY UPON FIELD OBSERVATIONS AND HAVE NOT BEEN COMPARED TO

OR VERIFIED WITH RECORD UTILITY DRAWINGS OR FIELD TEST PITS. THE SIZE, TYPE

AND LOCATION OF THE UTILITY LINES SHOULD BE VERIFIED BY THE USER OF THIS

DRAWING.

6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ACTUAL SITE CONDITIONS

PRIOR TO THE START OF ANY WORK. THERE IS NO WARRANTY OR GUARANTEE ON THE

COMPLETENESS OR CORRECTNESS OF THE EXISTING CONDITION INFORMATION. ANY

DISCREPANCY FOUND SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE

ARCHITECT/ENGINEER PRIOR TO THE START OF ANY WORK.

7. THE WORDS "CERTIFY" OR "CERTIFICATION" AS USED HEREON ARE UNDERSTOOD TO

BE AN EXPRESSION OF PROFESSIONAL OPINION BY THE UNDERSIGNED SURVEYOR,

BASED UPON HIS BEST KNOWLEDGE, INFORMATION, AND BELIEF. AS SUCH, IT DOES

NOT CONSTITUTE A GUARANTEE NOR A WARRANTY, EXPRESSED OR IMPLIED.

W.B.C.M. SURVEY TRAVERSE CONTROL LISTING

PT# NORTHING EASTING ELEV. DESCRIPTION

900 6,758,826.57 11,806,729.89 221.43 REBAR & CAP

901 6,759,207.51 11,806,331.49 213.61 REBAR & CAP

902 6,759,428.41 11,806,449.90 212.09 REBAR & CAP

903 6,759,228.67 11,806,604.05 222.40 REBAR & CAP

904 6,759,176.88 11,806,833.05 224.60 REBAR & CAP

R.S.S.

B.W.L.

WOODFORD, VA 22580

4270 TESLA ROAD

A

B

2 3

C

D

1 2 3

4 5

4 5

PROJECT:

CONSULTANTS:

C

EBL ENGINEERS, LLC

MECHANICAL * ELECTRICAL * FIRE PROTECTION

8005 Harford Road, Baltimore, Maryland 21234-5701

D The Professional Engineering Center e-mail ebl@eblengineers.com

(410) 668-8000 FAX (410) 668-8001

B

A

SHEET TITLE

CHECKED BY:

MARK

PROJECT NO:

DATE:

DRAWN BY:

ISSUE:

DATE DESCRIPTION

DEGIGN OF SHOP/GARAGE

USGS FREDERICKSBURG

MAGNETIC OBSERVATORY

Designing Infrastructure for Tomorrow®

WHITNEY BAILEY COX & MAGNANI, LLC

300 East Joppa Road Suite 200

Baltimore, MD 21286

410.512.4500 www.wbcm.com

WBCM

18905.002 12-16-2021

FINAL SUBMISSION

12-16-2021

FINAL SUBMISSION C02

SITE LAYOUT PLAN

ENLARGEMENT DETAIL

SCALE: 1" = 10'

SEE ENLARGEMENT

DETAIL THIS SHEET

1"=10'-0" 10 0 5 10 20

VARIES

1'-3" TO 2'-1"

24" MIN.

SEE NOTE 2.

2" CLR. TYP.

3" CLR. TYP.

VARIES, 2" MIN.

SEE NOTE 1.

NOTES:

1. SEE PLAN FOR TOP OF WALL ELEVATION.

2. CONSTELLATION ENERGY SHALL CONFIRM THE BOTTOM OF FOOTING ELEVATION BASED ON

SOIL CONDITIONS AND EXISTING UTILITIES -24" MIN.

3. CONCRETE PROVIDED SHALL HAVE A MIN. 28 DAY COMPRESSIVE STRENGTH OF 3 KSI.

4. REINFORCING STEEL SHALL BE DEFORMED GRADE 60 BARS CONFORMING TO ASTM 615.

1'0.5'1'

#4 @ 8", VERTICAL CENTER

IN WALL.

#5 @ 12", HORIZONTAL.

2" x 3" KEY

(4) #5 CONTINUOUS TOP &

BOTTOM.

PAVEMENT SECTION

SEE DETAIL 2,

THIS SHEET.

1" CHAMFER, TYP.

CAULK AND SEAL JOINT.

SEE DETAIL 6, THIS SHEET.

C03 SCALE: 1" = 5'-0"

CONTAINMENT DIKE WALL BARRIER

SECTION

C03 SCALE: 1" = 1'-0"

BITUMINOUS CONCRETE PAVING

SECTION

8" 1 1 2"

AGGREGATE BASECOURSE CR6

(CRUSHER RUN)

BITUMINOUS CONCRETE BINDER

COURSE HMA SUPERPAVE 19.0 mm

(PG 64-22)

BITUMINOUS CONCRETE SURFACE

COURSE HMA SUPERPAVE 9.5mm (PG 64-22)

FINISHED GRADE

3 1 2"

TOP OF COMPACTED SUBGRADE

TACK COAT

NOTES:

1. MAINTAIN POSITIVE DRAINAGE AT ALL TIMES.

2. AT PERIMETERS OF OVERLAY PAVING AREAS: MEET NEW ROAD PAVING

SECTION FINISHED GRADE FLUSH.

3. MILL THE TOP 2INCHES OF THE PARKING LOT AND ROADWAY SURFACE.

4. EXAMINE THE MILLED SURFACE. CUT OUT ANY FAILED BASE COURSE AREA

EXHIBITING ALLIGTOR OR PATCHWORK CRACKING, WHICH MAY HAVE BEEN

HIDDEN BELOW THE SURFACE COURSE, TO EXPOSE THE UNDERLYING SOIL OR

CRUSHED STONE BASE.

5. CLEAN EXPOSED LINEAR CRACKS IN THE EXPOSED SURFACE, FILLING CRACKS

THINNER THAN 1/4-INCH WIDTH WITH LIQUID ASPHALT AND FILLING CRACKS

LARGER THAN 1/4-INCH WITH SAND/ASPHALT MIX.

6. PLACE THE LIQUID ASPHALT TACK COAT AND APPROPRIATE PAVEMENT GRADE

GEOTEXTILE FABRIC ACROSS THE ENTIRE OVERLAY AREA TO MEET

MANUFACTURER'S REQUIREMENTS. PAVING FABRIC SHOULD BE INSTALLED

BY AN APPROVED SPECIALTY CONTRACTOR.

7. PLACE A 2-INCH THICK OVERLAY SECTION OF HOT-MIX ASPHALT (9.5MM

SUPERPAVE, LEVEL 10 OVER THE ENTIRE OVERLAY AREA.

C03 SCALE: 1" = 1'-0"

MILL AND OVERLAY PAVEMENT SECTION

SECTION

2"

EXISTING AGGREGATE BASECOURSE

TOP OF COMPACTED SUBGRADE

EXISTING BITUMINOUS CONCRETE

2" BITUMINOUS CONCRETE SURFACE

COURSE HMA SUPERPAVE 9.5mm

(PG 64-22)

TACK COAT

FINISHED GRADE

TRUPAVE ENGINEERED PAVING MAT OR APPROVED EQUAL

R.S.S.

B.W.L.

WOODFORD, VA 22580

4270 TESLA ROAD

A

B

2 3

C

D

1 2 3

4 5

4 5

PROJECT:

CONSULTANTS:

C

EBL ENGINEERS, LLC

MECHANICAL * ELECTRICAL * FIRE PROTECTION

8005 Harford Road, Baltimore, Maryland 21234-5701

D The Professional Engineering Center e-mail ebl@eblengineers.com

(410) 668-8000 FAX (410) 668-8001

B

A

SHEET TITLE

CHECKED BY:

MARK

PROJECT NO:

DATE:

DRAWN BY:

ISSUE:

DATE DESCRIPTION

DEGIGN OF SHOP/GARAGE

USGS FREDERICKSBURG

MAGNETIC OBSERVATORY

Designing Infrastructure for Tomorrow®

WHITNEY BAILEY COX & MAGNANI, LLC

300 East Joppa Road Suite 200

Baltimore, MD 21286

410.512.4500 www.wbcm.com

WBCM

18905.002 12-16-2021

FINAL SUBMISSION

12-16-2021

FINAL SUBMISSION C03

SITE DETAILS

C03 SCALE: 1" = 1'-0"

300 GALLON DOUBLE WALL TANK

SECTION

3"12"

1% MIN.

0.5%

0.5%

3 4" 3 4"

VARIES

1'-3" TO 2'-1"

24" MIN.

SEE NOTE 2.

2" CLR. TYP.

3" CLR. TYP.

VARIES, 2" MIN.

SEE NOTE 1.

NOTES:

1. SEE PLAN FOR TOP OF WALL ELEVATION.

2. CONSTELLATION ENERGY SHALL CONFIRM THE BOTTOM OF FOOTING ELEVATION BASED ON

SOIL CONDITIONS AND EXISTING UTILITIES -24" MIN.

3. CONCRETE PROVIDED SHALL HAVE A MIN. 28 DAY COMPRESSIVE STRENGTH OF 3 KSI.

4. REINFORCING STEEL SHALL BE DEFORMED GRADE 60 BARS CONFORMING TO ASTM 615.

1'0.5'1'

0.5'

FL

OW

SINGLE FILTER MEDIA OUTFALL

1"TYP.

3"

TYP.3"TYP.

12" TYP.

1.5 " M

IN

SINGLE OUTFALL WALL SECTION

#4 @ 8", VERTICAL CENTER

IN WALL.

#5 @ 12", HORIZONTAL.

2" x 3" KEY

(4) #5 CONTINUOUS TOP &

BOTTOM.

PAVEMENT SECTION

SEE DETAIL 2,

THIS SHEET.

1" CHAMFER, TYP.

CAULK AND SEAL JOINT.

SEE DETAIL 6, THIS SHEET.

C03 SCALE: 1" = 5'-0"

CONTAINMENT DIKE WALL BARRIER

SECTION

2"

1 2"

27" LAP

27" LAP

6" PETRO PIPE FILTER

MEDIA OUTFALLS.

24"X12"X3" PAVEMENT

DEPRESSION FOR FILTER

MEDIA REPLACEMENT

CONTAINMENT WALL, SEE

DETAIL THIS SHEET

NEW CONTAINMENT WALL

#4 REBAR, TYP.FILTER MEDIA, TYP.

INVERT.

TOP OF WALL

6" PETRO PIPE SLEEVE WITH FLANGE

CAST INTO WALL PER MANUFACTURER

SPEC. OR APPROVED EQUAL.

INVERT OUT

INVERT IN

CONTAINMENT WALL,

SEE DETAILS THIS SHEET

STAINLESS FASTENERS

SPI PETRO-PIPE OR

APPROVED EQUAL

PAVEMENT SECTION,

SEE DETAIL ON SHEET C03CAULK AND SEAL JOINT,

SEE DETAIL 6, THIS SHEET

DEPRESSED AREA FOR FILTER

MEDIA REPLACEMENT

EXISTING / PROPOSED GRADE

CAST SLEEVE PER MANUFACTURER

SPEC. SEE SECTION VIEW FOR REBAR

PLACEMENT.

C04 SCALE: 1/2" = 1'-0"

FILTER MEDIA OUTFALL DETAIL

SECTION

C04 SCALE: 1" = 1'-0"

CAULK AND SEAL JOINT DETAIL

SECTION

PROVIDE W=1/2" X D=1" CAULK CHANNEL.

CAULK PAVEMENT CONNECTION WITH:

SONNEBORN SONOLASTIC NP1

POLYURETHANE JOINT SEALANT.

PROPOSED CONTAINMENT WALL

PAVEMENT SECTION,

SEE DETAIL ON SHEET C03

C04 SCALE: 1" = 1'-0"

TYPICAL REINFORCING AND JOINT DETAIL

SECTION

CUT ALTERNATE LONGITUDINAL BARS AT

CONTROL AND CONSTRUCTION JOINTS.

PROVIDE CONTROL OR CONSTRUCTION

JOINTS @ 25'-0" MAX. ON CENTER

CONTRACTOR SHALL SUBMIT SHOP

DRAWINGS WITH LOCATION OF JOINTS

BEFORE CONSTRUCTION.

VOLCLAY WATERSTOP FULL HEIGHT OF WALL.

2" X 3" KEY (TYP.) W/ VOLCLAY WATERSTOP FULL

HEIGHT OF WALL.

1/2" DEEP GROOVE

NOTES:

1. PROVIDE CORNER BARS OF THE SAME SIZE AND SPACING AS THE

HORIZONTAL WALL REINFORCING.

CORNER REINFORCING DETAIL CONSTRUCTION JOINT

CONTROL JOINT

R.S.S.

B.W.L.

WOODFORD, VA 22580

4270 TESLA ROAD

A

B

2 3

C

D

1 2 3

4 5

4 5

PROJECT:

CONSULTANTS:

C

EBL ENGINEERS, LLC

MECHANICAL * ELECTRICAL * FIRE PROTECTION

8005 Harford Road, Baltimore, Maryland 21234-5701

D The Professional Engineering Center e-mail ebl@eblengineers.com

(410) 668-8000 FAX (410) 668-8001

B

A

SHEET TITLE

CHECKED BY:

MARK

PROJECT NO:

DATE:

DRAWN BY:

ISSUE:

DATE DESCRIPTION

DEGIGN OF SHOP/GARAGE

USGS FREDERICKSBURG

MAGNETIC OBSERVATORY

Designing Infrastructure for Tomorrow®

WHITNEY BAILEY COX & MAGNANI, LLC

300 East Joppa Road Suite 200

Baltimore, MD 21286

410.512.4500 www.wbcm.com

WBCM

18905.002 12-16-2021

FINAL SUBMISSION

12-16-2021

FINAL SUBMISSION C04

SITE DETAILS

30'-0" 3'-4" 4'-0"

2'-8" 9'-8" 2'-0" 9'-8" 6'-0" 3'-4" 4'-0"

3'- 4"

3'- 4"

5'- 8"

3'- 4"

5'- 8"

3'- 4"

10'-0"8"25'-4"

'-4

2'- 8"

3'- 4"

2'- 0"

4'- 0"

1'- 3"

WORKSHOPGARAGE

DASHED LINES INDICATE

BLDG OUTLINE BELOW

+3 /12

S

LO

PE

1'-

6" 1'-

6"

6" DIAM BOLLARD

C

A301A101

A

A301A101

B

A301A101

D01D02D03

D04D05

W1

W1

W2

W1

PROJECT NAME: FREDERICKSBURG SHOP/GARAGE BUILDING

FREDERICKSBURG, VIRGINIA

APPLICABLE CODES:

2012 Virginia Uniform State Building Code (USBC)

2018 International Building Code, (IBC)

2015 International Conservation Code (IECC)

2018 International Mechanical Code (IMC)

2011 National Electrical Code NEC (EC)

IBC 2018 REVIEW:

Proposed Facility = 826 SF, One Story, 16' Max Height

Occupancy by Code = 4

Chapter 3: Use Group & Occupancy Classification : Section 311.2 Moderate-hazard storage, Group S-1

Allowable Building Height (Table 504.3) = 110', Construction Type IIB Not-Sprinklered (Proposed = 16')

Allowable Number of Stories (Table 504.4) = 2, Construction Type IIB Not-Sprinklered (Proposed = 1)

Allowable Area Factor = 17,500 SF, Construction Type IIB Not-Sprinklered (Proposed 826 SF)

Chapter 6: Table 601 (Fire Resistance Rating Requirements)

Primary Structural Frame Type IIB Construction = 0 HR

Bearing Wall, Exterior = 0 HR

Bearing Wall, Interior = 0 HR

Non-Bearing Wall, Exterior (Table 602) = 0 HR

Non-Bearing Wall, Interior = 0 HR

Floor Construction = 0 HR

Roof Construction = 0 HR

Chapter 9: Automatic Sprinkler Systems (Section 903.2.9 Group S-1) = Not Required

Chapter 10: Means of Egress (Table 1004.1.2)

Accessory storage area = 300 gross

Business areas = 100 gross

Occupant Load = 4 Occupants

Section 1005.1 Minimum required egress multiplier = 0.3 inches for stairways and 0.2 for other egress components.

Section 1005.3.2 Egress Components (Doors) = 0.2" per occupant (32" wide clear door opening provided)

Table 1015.1 Spaces with one exit or exit doorway less than Maximum Occupant Load of 29.

Table 1017.2 Exit Access Travel Distance

Storage S-1 = 200' without Sprinkler System (travel distance with building complies with requirements)

Section 1020.4. Building does not have any dead end corridors.

Table 1021.2 Stories with One Exit (29 max occupants & 75' travel distance). Building complies with requirements.

IECC TABLE C402.2

CLIMATE ZONE 4

Insulation Entirely Above Deck R-25ci

Walls, Above Grade, Mass R-9.5ci

Slab-on-Grade, Unheated R-10 for 24" below

W H

MATL TYPE MATL TYPE

W1

W2

W H

MATL TYPE MATL TYPE

ROOM FINISH SCHEDULE

ROOM NAME FLOOR

N S E W

WALLS

CEILING NOTES

DOOR AND FRAME SCHEDULE

DOOR

NO.

W H THK

SIZE

MATL TYPE

DOOR

MATL TYPE

HEAD JAMB SILL

DETAIL

FRAME

HARDW

SET

REMARKS

TYPE

WIDTH HEIGHT

DIMENSIONS

MATERIAL REMARKS

INSULATED GLAZING

D01 3'-0" 7'-2" 1 3/4" FRP 1

HARDWARE SET #2: DOORS D01 & D03

-3 HINGES

-1 ENTRANCE & DEADBOLT LOCKSET

-1 DOOR CLOSER

-WEATHERSTRIPPING

-ALUM THRESHOLD

D02 1 3/4" 2

D03 1 3/4" 1

D04 9'-8"

D05

3'-4" 4'-0"

3'-4"

WINDOW SCHEDULE

GARAGE

WORKSHOP

FRP = FIBERGLASS REINFORCED POLYESTER

AT = ALUMINUM THRESHOLD

HARDWARE SET #5: DOOR D02

-3 HINGES

-1 PASSAGE SET

-1 DOOR CLOSER

HARDWARE SCHEDULE

C.S.

C.S.

C.S. = CONCRETE SEALER

GB = GYPSUM BOARD, PAINTED

10'-0"

E = EXPOSED STRUCTURE, PAINTED

METAL-CLAD WOOD

FRP

FRP

FRP

FRP

FRP

P

3'-0" 7'-2"

3'-0" 7'-2"

9'-8" 10'-0"

A

B

A

STEEL C -

STEEL C -

INSULATED COILING DOOR, ELECTRIC

INSULATED COILING DOOR, ELECTRIC

F1

4'-0" METAL-CLAD WOOD

CLEAR & TEMPERED GLAZING

POLISHED CONCRETE FLOOR

POLISHED CONCRETE FLOOR

P P P

P P P P

E

GB

CEILING

HEIGHT

8'-0"

A C

F1

B

F1

F1

A2/A302 -

A3/A302

A3/A302

D3/A301

D3/A301

J1/A301

J1/A301

J2/A301

J3/A301

J3/A301

AT

AT

TYPE

SLIDING

FIXED

PROJECT INFORMATION

DRYWALL CEILING

LIGHT FIXTURE-

SEE ELECTRICAL

NCAUTION:

IF THIS DRAWING IS A REDUCTION,

USE THE GRAPHIC SCALES.

1/4"=1'-0" 1286410

A1

SCALE: 1/4" = 1'-0"

FLOOR PLAN

A101A101

A3

SCALE: 1/4" = 1'-0"

ROOF PLAN

A01A01

ROOF PLAN & SCHEDULES

A101

FLOOR PLAN,

A2

SCALE: 1/4" = 1'-0"

REFLECTED CEILING PLAN

A01A01

18905.002

12-16-2021

FINAL SUBMISSION

WOODFORD, VA 22580

4270 TESLA ROAD

A

B

2 3

C

D

1 2 3

4 5

4 5

PROJECT:

CONSULTANTS:

C

EBL ENGINEERS, LLC

MECHANICAL * ELECTRICAL * FIRE PROTECTION

8005 Harford Road, Baltimore, Maryland 21234-5701

D

The Professional Engineering Center e-mail ebl@eblengineers.com

(410) 668-8000 FAX (410) 668-8001

B

A

SHEET TITLE

CHECKED BY:

MARK

PROJECT NO:

DATE:

DRAWN BY:

ISSUE:

DATE DESCRIPTION

DESIGN OF SHOP/GARAGE

USGS FREDERICKSBURG

MAGNETIC OBSERVATORY

WHITNEY BAILEY COX & MAGNANI, LLC

300 East Joppa Road Suite 200

Baltimore, MD 21286

410.512.4500 www.wbcm.com

WBCM

STAMP:

AutoCAD SHX Text

DOOR TYPE

AutoCAD SHX Text 12"x12" LOUVER @ D04 ONLY

AutoCAD SHX Text

TEMPERED GLASS VISION PANEL

AutoCAD SHX Text

FRAME TYPE

FINISH FLOOR

EL: 0.00'

FINISH FLOOR

EL: 0.00'

FINISH FLOOR

EL: 0.00'

FINISH FLOOR

EL: 0.00'

FIBER CEMENT SIDING

ASPHALT ROOF SHINGLES

ALUM CLAD FASCIA BOARD

METAL CLAD SLIDING WINDOW

w/ CEMENT BOARD TRIM

FIBER CEMENT SIDING

ALUM CLAD FASCIA BOARD

9'-8" W x 10'-0" H COILING

OVERHEAD DOOR

CEMENT BOARD DOOR

TRIM, TYP

FIBER CEMENT SIDING

ALUM CLAD RAKE BOARD

FIBER CEMENT SIDING

ALUM CLAD RAKE BOARD

FRP DOOR & FRAME

CONCRETE PAD @ DOOR

CONCRETE PAD

@ DOOR FINISH GRADE

FINISH GRADE

FINISH GRADE

FINISH GRADE

METAL CLAD SLIDING WINDOW

w/ CEMENT BOARD TRIM

METAL CLAD SLIDING WINDOW

w/ FIBERGLASS TRIM

SIGNAGE

PAINTED 6" DIAM x 42"

HIGH BOLLARD

BOLLARD BEYOND

BOLLARD BEYOND

+3/12 SLOPE

+3/12 SLOPE

SIGNAGE INFORMATION:

SINAGE TEXT: WORKSHOP

SIZE: 5"H x 15"W

FONT SIZE: 1 1/2"

FONT STYLE: STANDARD BOLD

FONT COLOR: WHITE

BACKGROUND: BLACK

MATERIAL: ALUMINUM

FRP DOOR &

FRAME

4'- 6"

CAUTION:

IF THIS DRAWING IS A REDUCTION,

USE THE GRAPHIC SCALES.

1/4"=1'-0" 1286410

N

SCALE: 1/4" = 1'-0"

NORTH ELEVATION

A201A101

W

SCALE: 1/4" = 1'-0"

WEST ELEVATION

A201A101

S

SCALE: 1/4" = 1'-0"

SOUTH ELEVATION

A201A101

E

SCALE: 1/4" = 1'-0"

EAST ELEVATION

A201A101

ELEVATIONS

A201

EXTERIOR

18905.002

12-16-2021

FINAL SUBMISSION

WOODFORD, VA 22580

4270 TESLA ROAD

A

B

2 3

C

D

1 2 3

4 5

4 5

PROJECT:

CONSULTANTS:

C

EBL ENGINEERS, LLC

MECHANICAL * ELECTRICAL * FIRE PROTECTION

8005 Harford Road, Baltimore, Maryland 21234-5701

D

The Professional Engineering Center e-mail ebl@eblengineers.com

(410) 668-8000 FAX (410) 668-8001

B

A

SHEET TITLE

CHECKED BY:

MARK

PROJECT NO:

DATE:

DRAWN BY:

ISSUE:

DATE DESCRIPTION

DESIGN OF SHOP/GARAGE

USGS FREDERICKSBURG

MAGNETIC OBSERVATORY

WHITNEY BAILEY COX & MAGNANI, LLC

300 East Joppa Road Suite 200

Baltimore, MD 21286

410.512.4500 www.wbcm.com

WBCM

STAMP:

FINISH FLOOR

EL: 0.00'

FINISH FLOOR

EL: 0.00'

T.O. CMU

EL: 14.00'

T.O. MASONRY

EL: 8.67'

FINISH FLOOR

EL: 0.00'

TYPICAL WALL CONSTRUCTION

· FIBER CEMENT SIDING ON WOOD FURRING

· 2-1/2" RIGID INSULATION (R-9.5 CI )

· DAMPPROOFING ON 8" CMU (SEE STRUC)

T.O. CMU

EL: 14.00'

T.O. MASONRY

EL: 8.67'

TYPICAL ROOF CONSTRUCTION

· ASPHALT SHINGLE ROOF

· SYNTHETIC UNDERLAYMENT

· 1/2" ROOF SHEATHING ON WOOD FURRING

· 4-1/2" RIGID INSULATION (R-25 CI)

· 5/8" PLYWOOD SHEATHING

· WOOD FRAMING @ 24" OC (SEE STRUC)

TYPICAL FLOOR CONSTRUCTION

· POLISHED 6" CONCRETE SLAB (SEE STRUC)

· 10 MIL VAPOR BARRIER

· 4" GRAVEL BASE

· 2" x 24" VERT & HORIZ RIGID INSULATION (R-10)

AT BUILDING PERIMETER

10' HIGH ELEC

OVERHEAD

COILING DOOR

GARAGE

TYPICAL ROOF CONSTRUCTION

TYPICAL WALL CONSTRUCTION

BUILDING SECTION NOTES

6" DIAM x 42"

HIGH PAINTED

METAL BOLLARD

TYPICAL FLOOR CONSTRUCTION

+3/12 SLOPE

TYPICAL ROOF CONSTRUCTION

METAL CLAD SLIDING WINDOW

WORKSHOP

TYPICAL ROOF CONSTRUCTION

TYPICAL WALL CONSTRUCTION

+3/12 SLOPE

METAL CLAD SLIDING WINDOW

8'- 0"

WORKSHOPGARAGE

TYPICAL WALL CONSTRUCTION

FRP DOOR & FRAME

TYPICAL FLOOR CONSTRUCTION

8'- 0"

DRYWALL CEILING

1'-6"

1'-6"

1'-6"

1'-6"

CONCRETE PAD @ DOOR

EXPOSED ROOF JOISTS

FINISH GRADE

FINISH GRADE

DRYWALL PARTITION

TO UNDERSIDE OF

STRUCTURE

EXPOSED ROOF

JOISTS & ROOF DECK

3'- 4"

DRYWALL

CEILING

A1

C2

C3

B2

C2A3

A2

DOOR LINTEL- REFER TO

STRUCTURAL

FRP DOOR & FRAME

FIBER CEMENT SIDING

ON TREATED WOOD

FURRING @ 24" OC

2 1/2" (R-9.5) RIGID

INSULATION

1x3 FIBER CEMENT

WINDOW TRIM

FLASHING

1/2" CEMENT BD TRIM FRP DOOR & FRAME

SEALANT, BOTH SIDES

CEMENT BOARD TRIM

1x3 CEMENT BD

DOOR TRIM

FIBER CEMENT SIDING

ON TREATED WOOD

FURRING @ 24" OC

CEMENT BOARD TRIM

1x3 CEMENT BD

DOOR TRIM

FIBER CEMENT SIDING

ON TREATED WOOD

FURRING @ 24" OC

FRP DOOR & FRAME

SEALANT, BOTH SIDES

SHIM

8: CMU

INSULATED COILING

DOOR

STEEL ANGLE GUIDE

8" CMU

STEEL ANGLE JAMB

METAL CLAD WD

WINDOW

SEALANT, BOTH SIDES

CEMENT BOARD TRIM

1x3 CEMENT BD

DOOR TRIM

FIBER CEMENT SIDING

ON TREATED WOOD

FURRING @ 24" OC

CAUTION:

IF THIS DRAWING IS A REDUCTION,

USE THE GRAPHIC SCALES.

1/4"=1'-0" 1286410

B

SCALE: 1/4" = 1'-0"

BUILDING SECTION

A301A101

A

SCALE: 1/4" = 1'-0"

BUILDING SECTION

A301A101

C

SCALE: 1/4" = 1'-0"

BUILDING SECTION

A301A101

SECTIONS

A301

BUILDING

H1

SCALE: 1 1/2" = 1'-0"

DOOR HEAD DETAIL

A301A101

J1

SCALE: 1 1/2" = 1'-0"

DOOR JAMB DETAIL

A301A101

J2

SCALE: 1 1/2" = 1'-0"

DOOR JAMB DETAIL

A301A101

J3

SCALE: 1 1/2" = 1'-0"

DOOR JAMB DETAIL

A301A101

CAUTION:

IF THIS DRAWING IS A REDUCTION,

USE THE GRAPHIC SCALES.

1 1/2"=1'-0" 210.50

J4

SCALE: 1 1/2" = 1'-0"

WINDOW JAMB DETAIL

A301A101

18905.002

12-16-2021

FINAL SUBMISSION

WOODFORD, VA 22580

4270 TESLA ROAD

A

B

2 3

C

D

1 2 3

4 5

4 5

PROJECT:

CONSULTANTS:

C

EBL ENGINEERS, LLC

MECHANICAL * ELECTRICAL * FIRE PROTECTION

8005 Harford Road, Baltimore, Maryland 21234-5701

D

The Professional Engineering Center e-mail ebl@eblengineers.com

(410) 668-8000 FAX (410) 668-8001

B

A

SHEET TITLE

CHECKED BY:

MARK

PROJECT NO:

DATE:

DRAWN BY:

ISSUE:

DATE DESCRIPTION

DESIGN OF SHOP/GARAGE

USGS FREDERICKSBURG

MAGNETIC OBSERVATORY

WHITNEY BAILEY COX & MAGNANI, LLC

300 East Joppa Road Suite 200

Baltimore, MD 21286

410.512.4500 www.wbcm.com

WBCM

STAMP:

AutoCAD SHX Text A301

AutoCAD SHX Text A302

AutoCAD SHX Text A301

AutoCAD SHX Text A302

AutoCAD SHX Text A301

AutoCAD SHX Text A302

AutoCAD SHX Text A301

AutoCAD SHX Text A302

AutoCAD SHX Text A301

AutoCAD SHX Text A302

AutoCAD SHX Text

SIMILAR

AutoCAD SHX Text A301

AutoCAD SHX Text A302

AutoCAD SHX Text A301

AutoCAD SHX Text A302

2" RIGID INSULATION-

24" HORIZONTAL

DAMPPROOFING

12" CMU, GROUT

SOLID

2" RIGID INSULATION

HORZ JOINT REINF @

16" OC

6" CONCRETE SLAB-

SEE STRUCTURAL

EXPANSION JOINT

SILL FLASHING

EXTERIOR SILL

EXTENSION BY

WINDOW

MANUFACTURER

FIBER CEMENT SIDING

ON TREATED WOOD

FURRING @ 24" OC

CONCRETE FOOTING-

SEE STRUCTURAL

SEALANT AROUND

WINDOW FRAME

SHIM, AS REQUIRED

METAL CLAD WOOD

WINDOW, SEE

WINDOW SCHEDULE

DAMPPROOFING

ON 8" CMU

FINISH GRADE

2 1/2" RIGID

INSULATION

BASE FLASHING

SOLID BULLNOSE 8"

CMU WINDOW SILL

SEALANT AROUND

WINDOW FRAME

STEEL LINTEL- SEE

STRUCTURAL

SEALANT AROUND

WINDOW FRAME

METAL CLAD WOOD

WINDOW, SEE

WINDOW SCHEDULE

FIBER CEMENT SIDING

ON TREATED WOOD

FURRING @ 24" OC

HANGAR SPACING @

48" OC MAX

1 1/2" COLD ROLLED

CHANNELS @ 48" OC MAX

FURRING CHANNELS @

24" OC

1/2" GYPSUM BOARD

3'- 4"

4'- 0 3

/8"

2 1/2" (R-9.5) RIGID

INSULATION

1x3 FIBER CEMENT

WINDOW TRIM

FLASHING

1/2" CEMENT BD TRIM

w/ DRIP-STRIP

4 1/2" (R-25) RIGID INSULATION

5/ 8" PLYWOOD SHEATHING

TREATED 2x6 WOOD BLOCKING w/ ANCHOR BOLT

MASONRY REINF- REFER

TO STRUCTURAL

FIBER CEMENT SIDING

ON TREATED WOOD

FURRING @ 24" OC

2 1/2" (R-9.5) RIGID

INSULATION

1/2" PLYWOOD NAILER ON

WOOD FURRING @ 24" OC

ASPHALT ROOF SHINGLES ON

SYNTHETIC UNDERLAYMENT

DAMPPROOFING

ON 8" CMU

BLOCKING PER JOIST

MANUFACTURER

JOIST CONNECTION BY

JOIST MANUFACTURER1/2" EXTERIOR

GYPSUM BD SOFFIT

ALUM WRAP OVER 3/4"

PLYWOOD SHEATHING

EAVE FLASHING OVER

TREATED 2x6 FASCIA

SEALANT AROUND

WINDOW FRAME

STEEL LINTEL- SEE

STRUCTURAL

1/2" CEMENT BD TRIM

w/ DRIP-STRIP

SEALANT AROUND

WINDOW FRAME

METAL CLAD WOOD WINDOW,

SEE WINDOW SCHEDULE

HANGAR SPACING @

48" OC MAX

1 1/2" COLD ROLLED

CHANNELS @ 48" OC MAX

FURRING CHANNELS

@ 24" OC

1/2" GYPSUM BOARD 1x3 FIBER CEMENT

WINDOW TRIM

2 1/2" (R-9.5) RIGID

INSULATION

TREATED 2x6 WOOD BLOCKING w/

ANCHOR BOLT

4 1/2" (R-25) RIGID INSULATION

5/ 8" PLYWOOD SHEATHING

1/2" PLYWOOD NAILER ON

WOOD FURRING @ 24" OC

ASPHALT ROOF SHINGLES ON

SYNTHETIC UNDERLAYMENT

ALUM WRAP OVER 3/4"

PLYWOOD FASCIA

EAVE FLASHING OVER

TREATED 2x6 FASCIA

1/2" EXTERIOR

GYPSUM BD SOFFIT

FIBER CEMENT SIDING

ON TREATED WOOD

FURRING @ 24" OC

FLASHING

I-JOIST- SEE STRUCTURAL

MASONRY REINF- REFER

TO STRUCTURAL

FIBER CEMENT SIDING

ON TREATED WOOD

FURRING @ 24" OC

2 1/2" (R-9.5) RIGID

INSULATION

DAMPPROOFING

ON 8" CMU

TREATED RAKE WALL

FRAMING ABOVE CMU

4 1/2" (R-25) RIGID INSULATION

5/ 8" PLYWOOD SHEATHING

1/2" PLYWOOD NAILER ON

WOOD FURRING @ 24" OC

ASPHALT ROOF SHINGLES ON

SYNTHETIC UNDERLAYMENT

RAKE FLASHING

ALUM WRAP OVER

TREATED (2) 2 x 8

FASCIA BOARD

DOOR LINTEL- SEE

STRUCTURAL

FIBER CEMENT SIDING

ON TREATED WOOD

FURRING @ 24" OC

2 1/2" (R-9.5) RIGID

INSULATION

1x3 FIBER CEMENT

WINDOW TRIM

FLASHING

COILING DOOR HOOD

1/2" CEMENT BD TRIM

w/ DRIP-STRIP

DOOR LINTEL- REFER TO

STRUCTURAL

HANGAR SPACING @

48" OC MAX

1 1/2" COLD ROLLED

CHANNELS @ 48" OC MAX

FURRING CHANNELS @

24" OC

1/2" GYPSUM BOARD

5/8" GYPSUM BD

EA.SIDE ON 3-5/8"

METAL STUDS @

24" OC

FRP DOOR & FRAME

8" CMU

A1

SCALE: 1-1/2" = 1'-0"

WALL SECTION

A301A101

CAUTION:

IF THIS DRAWING IS A REDUCTION,

USE THE GRAPHIC SCALES.

1 1/2"=1'-0" 210.50

C2

SCALE: 1-1/2" = 1'-0"

WALL SECTION

A301A101 C3

SCALE: 1-1/2" = 1'-0"

WALL SECTION

A301A101

B2

SCALE: 1-1/2" = 1'-0"

WALL SECTION

A301A101

SECTIONS

A302

WALL

A2

SCALE: 1-1/2" = 1'-0"

WALL SECTION

A301A101

A2

SCALE: 1-1/2" = 1'-0"

WALL SECTION

A301A101

18905.002

12-16-2021

FINAL SUBMISSION

WOODFORD, VA 22580

4270 TESLA ROAD

A

B

2 3

C

D

1 2 3

4 5

4 5

PROJECT:

CONSULTANTS:

C

EBL ENGINEERS, LLC

MECHANICAL * ELECTRICAL * FIRE PROTECTION

8005 Harford Road, Baltimore, Maryland 21234-5701

D

The Professional Engineering Center e-mail ebl@eblengineers.com

(410) 668-8000 FAX (410) 668-8001

B

A

SHEET TITLE

CHECKED BY:

MARK

PROJECT NO:

DATE:

DRAWN BY:

ISSUE:

DATE DESCRIPTION

DESIGN OF SHOP/GARAGE

USGS FREDERICKSBURG

MAGNETIC OBSERVATORY

WHITNEY BAILEY COX & MAGNANI, LLC

300 East Joppa Road Suite 200

Baltimore, MD 21286

410.512.4500 www.wbcm.com

WBCM

STAMP:

ELECTRICAL LEGEND ABBREVIATIONS

S M

S MP

S a

,, , ,S S 2 S 3

S 4

S WP

S MC

S OS

F

J J

M

CB

GFI

SYMBOL DESCRIPTION

LIGHTING FIXTURE - TYPE AS INDICATED

SWITCH - SINGLE POLE, DOUBLE POLE, THREE WAY, FOUR

WAY, SUBSCRIPT DENOTES OUTLETS CONTROLLED

- MOUNTING HEIGHT 4'-0"

SWITCH - OCCUPANY SENSOR, MOMENTARY CONTACT,

WEATHER PROOF - MOUNTING HEIGHT 4'-0"

JUNCTION BOX - CEILING, WALL MOUNTED - SIZE PER NEC

OR AS INDICATED

DISCONNECT SWITCH - FUSED, NON-FUSED - TYPE AND

RATING AS INDICATED

MANUAL MOTOR STARTER, H.P. RATED SWITCH, H.P. RATED

SWITCH WITH PILOT LIGHT - MOUNTING

HEIGHT 4'-0" - TYPE AND RATING AS REQUIRED

MOTOR - HORSEPOWER AS NOTED

DUPLEX RECEPTACLE - 20A., 125V. - MOUNTING HEIGHT

18" UNLESS NOTED OTHERWISE

GFI RECEPTACLE - 20A., 125V. - MOUNTING HEIGHT 18"

UNLESS NOTED OTHERWISE

HOMERUN TO PANEL - NUMBER OF ARROWS INDICATE

CONDUIT - IN OR UNDER FLOOR

CONDUIT - IN OR ON CEILING OR WALLS

TO TOP

PANELBOARD - TYPE AS NOTED - MOUNTING HEIGHT 6'-6"

ENCLOSED CIRCUIT BREAKER

NUMBER OF CIRCUITS AND NUMBER OF CROSSLINES

INDICATES NUMBER OF #12 PHASE & NEUTRAL

CONDUCTORS - WHERE NO CROSSLINES APPEAR

2#12 CONDUCTORS ARE IMPLIED. GROUND WIRE IS

NOT SHOWN BUT REQUIRED. PROVIDE #12 GROUND

WIRE UNLESS OTHERWISE INDICATED.

1. ALL WIRE SIZES SHOWN ARE FOR COPPER CONDUCTORS.

2. DO NOT ROUTE CONDUIT EXPOSED ON BUILDING EXTERIOR. CONDUIT SHALL

ENTER BUILDING AT CLOSEST POINT OF USAGE SERVING EXTERIOR EQUIPMENT

UNLESS OTHERWISE INDICATED.

3. AMPACITY FOR CONDUCTORS 100 AMPS AND LESS SHALL BE BASED ON THE 60

DEGREE C AMPACITY RATING AS DEFINED BY THE NATIONAL ELECTRICAL CODE.

CONDUCTORS FOR AMPACITIES GREATER THAN 100 AMPS SHALL BE BASED ON

THE 75 DEGREE C RATING AS DEFINED BY THE NATIONAL ELECTRICAL CODE.

4. ELECTRICAL EQUIPMENT SUITABLE FOR EXTERIOR USE SHALL BE NEMA 3R RATED

UNLESS OTHERWISE INDICATED.

5. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES IN FORCE AT THE TIME OF

CONSTRUCTION.

6. PROVIDE EQUIPMENT REQUIRING AIR CIRCULATION WITH THE CLEARANCE

REQUIRED BY THE MANUFACTURER UNLESS OTHERWISE INDICATED.

7. ELECTRICAL CONTRACTOR SHALL COORDINATE ELECTRICAL EQUIPMENT

INSTALLATION WITH OTHER TRADES.

8. FEEDER TAPS TO PARALLEL CONDUCTORS SHALL TAP ALL PARALLEL

CONDUCTORS.

9. FOR PARALLEL CONDUCTORS, DO NOT RUN ALL OF THE SAME PHASES IN A SINGLE

CONDUIT. EACH PARALLELED CONDUIT SHALL CONSIST OF ALL THREE PHASE

WIRES, NEUTRAL AND GROUND, AS APPLICABLE.

10. THE CONTRACTOR SHALL FIELD CHECK AND VERIFY ALL DIMENSIONS AND

ELEVATIONS OF EXISTING WORK PRIOR TO FABRICATION AND INSTALLATION OF

NEW MATERIAL.

11. THE CONTRACTOR SHALL SATISFY THEMSELVES AS TO THE LOCATION OF

EXISTING UTILITIES.

12. THE CONTRACTOR SHALL EXERCISE CARE WHEN WORKING NEAR AREAS THAT ARE

EXISTING TO REMAIN. IF THE CONTRACTOR DAMAGES ANY OF THOSE AREAS

DURING THE COURSE OF CONSTRUCTION, REPAIR IN-KIND WITHOUT CHARGE TO

THE OWNER.

13. A SEPARATE GROUND AND NEUTRAL WIRE SHALL BE RUN WITH EACH FEEDER AND

BRANCH CIRCUIT. GROUND WIRE SHALL BE SIZED AS REQUIRED BY THE NATIONAL

ELECTRICAL CODE, UNLESS OTHERWISE INDICATED.

14. WHERE CIRCUIT BREAKERS ARE ADDED TO EXISTING PANELBOARDS, CIRCUIT

BREAKERS SHALL MATCH THE PANELBOARD'S AIC RATING.

15. ALL CIRCUIT BREAKERS SERVING HVAC EQUIPMENT SHALL BE HACR TYPE.

16. PROVIDE AN UNGROUNDED CONDUCTOR (NEUTRAL) TO ALL LIGHTING CONTROL

SWITCH LOCATIONS. TERMINATE WIRE FOR FUTURE USE IF NOT USED FOR THE

CURRENT PROJECT.

17. COORDINATE EXACT LOCATION AND MOUNTING HEIGHTS OF ALL DEVICES WITH

ARCHITECTURAL DRAWINGS PRIOR TO INSTALLATION.

GENERAL NOTES: (APPLY TO ALL ELECTRICAL DRAWINGS)

A

AC

AFF

AIC

BKR

C

CB

CLG

C

CT

CU

DISC

DN

DWG

EF

EX

F

FDR

FLA

GFI

GRD

HP

HZ

JB

KCMIL

KVA

KW

LF

LTG

MAX

M.H.

MIN

MISC

MLO

MTD

NC

NEC

NF

NIC

NL

NO.,#

N.O.

O/C

OH

P

PVC

SF

SPECS

TYP

UG

UH

UL

V W W/

WP

XFMR

AMPERE

ALTERNATING CURRENT

ABOVE FINISHED FLOOR

AMPERES INTERRUPTING CAPACITY

BREAKER

CONDUIT

CIRCUIT BREAKER

CEILING

CENTER LINE

CURRENT TRANSFORMER

COPPER

DISCONNECT

DOWN

DRAWING

EXHAUST FAN

EXISTING

FUSED OR FUSIBLE

FEEDER

FULL LOAD AMPERES

GROUND FAULT INTERRUPTER

GROUND

HORSEPOWER

HERTZ

JUNCTION BOX

THOUSAND CIRCULAR MILS

KILO-VOLTS-AMPERES

KILOWATTS

LINEAR FEET

LIGHTING

MAXIMUM

MOUNTING HEIGHT

MINIMUM

MISCELLANEOUS

MAIN LUGS ONLY

MOUNTED

NORMALLY CLOSED

NATIONAL ELECTRICAL CODE

NON-FUSED

NOT IN CONTRACT

NIGHT LIGHT

NUMBER

NORMALLY OPEN

ON CENTER

OVERHEAD

POLE (1P., 2P., 3P.)

POLYVINYL CHLORIDE

SQUARE FOOT

SPECIFICATIONS

TYPICAL

UNDERGROUND

UNIT HEATER

UNDERWRITERS LABORATORIES

VOLTS

WATTS

WITH

WEATHERPROOF

TRANSFORMER

L

- MOUNTING HEIGHT 18" UNLESS NOTED OTHERWISE

- TYPE AS INDICATED OR SCHEDULED

SPECIAL PURPOSE RECEPTACLE - WALL MOUNTED

E

EMERGENCY LIGHT - REMOTE HEADS - TYPE AS INDICATED

LOW VOLTAGE, D.C., EMERGENCY WIRING SYSTEM

- 2#10-3/4"C., UNLESS OTHERWISE NOTED

EXIT LIGHT - CEILING, WALL MOUNTED - SHADED AREA

INDICATES ILLUMINATED FACE - PROVIDE

DIRECTIONAL ARROWS AS INDICATED

- WALL MOUNTING HEIGHT 7'-6"

OCCUPANCY SENSOR WITH DUAL TECHNOLOGY SENSORS

- CEILING MOUNTED.

CONTROL DEVICE - POWER/RELAY PACK

OS OCCUPANCY SENSOR

SPLIT DUPLEX RECEPTACLE - 20A., 125V. - MOUNTING HEIGHT

18" UNLESS NOTED OTHERWISE - FACEPLATE SHALL

CONDUIT - UNDERGROUND ELECTRICE

EB ELECTRIC HANDHOLE / PULL BOX - 18" x 18" x 18".

MAINTAIN SERVICE LOOP WITHIN HANDHOLE.

IDENTIFY THE CONTROLLED OUTLET.

18905.002 12-16-2021

FINAL SUBMISSION

WOODFORD, VA 22580

4270 TESLA ROAD

A

B

2 3

C

D

1 2 3

4 5

4 5

PROJECT:

CONSULTANTS:

C

EBL ENGINEERS, LLC

MECHANICAL * ELECTRICAL * FIRE PROTECTION

8005 Harford Road, Baltimore, Maryland 21234-5701

D The Professional Engineering Center e-mail ebl@eblengineers.com

(410) 668-8000 FAX (410) 668-8001

B

A

SHEET TITLE

CHECKED BY:

MARK

PROJECT NO:

DATE:

DRAWN BY:

ISSUE:

DATE DESCRIPTION

DEGIGN OF SHOP/GARAGE

USGS FREDERICKSBURG

MAGNETIC OBSERVATORY

WHITNEY BAILEY COX & MAGNANI, LLC

300 East Joppa Road Suite 200

Baltimore, MD 21286

410.512.4500 www.wbcm.com

WBCM

STAMP:

E01

ELECTRICAL LEGENDS,

ABBREVIATIONS & NOTES

KAW

FJL

GFI

PANELBOARD 'L'

SS

L-8

MC

MC

GFI

GFI

PTAC-1

208V, 1Ø,

27.5 MCA

EUH-1

208V, 3Ø, 7.5 kW.

NEMA 6-30R

MM

S M

EE

GFI

A

A Y

X Y

X

L-1,3 L-5

L-2,4,6

J

L-17 L-12

OS

J

S

DIESEL FUEL PUMP

120V, 5.8 FLA, 14 HP

L-11

M

WP

EF-1

120V, 1Ø, 12 HP.

J J S M S M

L-18L-16

BB

A

A

A

A

GARAGE

OFFICE

S

GFI

WP

GFI

WP

L-7

BB

OS

OS

(APPLY TO THIS SHEET ONLY)DRAWING NOTES:

EQUIPMENT DISCONNECT MEANS SHALL BE FURNISHED BY

THE EQUIPMENT SUPPLIER, INSTALLED AND WIRED BY THE

ELECTRICAL CONTRACTOR.

PROVIDE 3P-100A CIRCUIT BREAKER IN SERVICE ENTRANCE

PANEL LOCATED BEHIND BUILDING "B12 - COIL CONTROL"

TO REPLACE THE EXISTING CIRCUIT BREAKER FEEDING "B9

- BATTERY HOUSE". PROVIDE TWO SETS OF (4 #2/0 & 1 #3

GROUND WIRE IN 2" CONDUIT) FROM EXISTING SERVICE

PANEL TO PANELBOARD "L", APPROXIMATELY 550'. DIRECT

BURY AT A MINIMUM OF 24" FROM TOP OF CONDUIT. SEE

DRAWING E03 FOR ADDITIONAL INFORMATION

3 #10, 1 #10 GROUND WIRE IN 3/4" CONDUIT.

CONNECTION TO OVERHEAD COILING DOOR AND CONTROL

SWITCH. COORDINATE EXACT REQUIREMENTS WITH

EQUIPMENT MANUFACTURER AND EXACT LOCATION WITH

ARCHITECT.

INSTALL UNDER CLASS I, DIVISION 2 REQUIREMENTS.

PROVIDE CONDUIT WITH EXPLOSION-PROOF REDUCER

SEAL AT BOTH POINTS OF EMERGENCE ABOVE GRADE.

2 #10, 1 #10 GROUND WIRE IN 3/4" CONDUIT.

(APPLY TO THIS SHEET ONLY)GENERAL NOTES:

1. COORDINATE FINAL WIRING DEVICE LOCATIONS WITH

ARCHITECT/ EQUIPMENT LOCATIONS.

2. NO SURFACE MOUNTED CONDUIT OR JUNCTION BOXES

ALLOWED WITHIN THE BUILDING.

18905.002 12-16-2021

FINAL SUBMISSION

WOODFORD, VA 22580

4270 TESLA ROAD

A

B

2 3

C

D

1 2 3

4 5

4 5

PROJECT:

CONSULTANTS:

C

EBL ENGINEERS, LLC

MECHANICAL * ELECTRICAL * FIRE PROTECTION

8005 Harford Road, Baltimore, Maryland 21234-5701

D The Professional Engineering Center e-mail ebl@eblengineers.com

(410) 668-8000 FAX (410) 668-8001

B

A

SHEET TITLE

CHECKED BY:

MARK

PROJECT NO:

DATE:

DRAWN BY:

ISSUE:

DATE DESCRIPTION

DEGIGN OF SHOP/GARAGE

USGS FREDERICKSBURG

MAGNETIC OBSERVATORY

WHITNEY BAILEY COX & MAGNANI, LLC

300 East Joppa Road Suite 200

Baltimore, MD 21286

410.512.4500 www.wbcm.com

WBCM

STAMP:

E02

ELECTRICAL PLAN

ROOM PLAN - ELECTRICAL WORK

KAW

FJL

0 2' 4' 8' 12' 1/4"=1'-0"

IF THIS PLAN IS A REDUCTION, GRAPHIC

SCALES MUST BE USED.

GRAPHIC SCALE

CAUTION:

SCALE: 14" = 1'-0"

NOT TO SCALE

LIGHTING CONTROL NOTES:

1. DO NOT ATTEMPT TO POWER MORE THAN 4 DEVICES, BE IT SENSORS

OR AUXILLARY PACKS, FROM A SINGLE POWER PACK.

2. LOADS ARE AUTO ON / AUTO OFF.

3. THE RECOMMENDED LOW VOLTAGE WIRE IS 18AWG.

4. ONLY ONE POWER PACK PER ROOM IS SHOWN FOR CLARITY. USE

ADDITIONAL POWER PACKS IF MORE THAN 4 DEVICES ARE SHOWN ON

PLANS.

5. OCCUPANCY SENSORS SHALL BE SET FOR 20 MINUTE TIME-OUT DELAY.

LIGHTING CONTROL DIAGRAM

N

EX.SIDED

BLDG

EX.SIDED

BLDG

EX.SIDED

BLDG

EX.SIDED

BLDG

EX TRANSFORMER

EX GENERATOR

EX BUILDING "B9 - BATTERY HOUSE"

EX BUILDING "B12 - COIL CONTROL"

TESLA ROAD

EX. ELEC EQUIPMENT

(C/T,TRANSFER SWITCH,

DISTRIBUTION PANEL)

ON KINDORF RACK

E

E

E

E

E

E

E

E

5' MINIMUM FROM ROAD

E

E E

E E

E

18905.002 12-16-2021

FINAL SUBMISSION

WOODFORD, VA 22580

4270 TESLA ROAD

A

B

2 3

C

D

1 2 3

4 5

4 5

PROJECT:

CONSULTANTS:

C

EBL ENGINEERS, LLC

MECHANICAL * ELECTRICAL * FIRE PROTECTION

8005 Harford Road, Baltimore, Maryland 21234-5701

D The Professional Engineering Center e-mail ebl@eblengineers.com

(410) 668-8000 FAX (410) 668-8001

B

A

SHEET TITLE

CHECKED BY:

MARK

PROJECT NO:

DATE:

DRAWN BY:

ISSUE:

DATE DESCRIPTION

DEGIGN OF SHOP/GARAGE

USGS FREDERICKSBURG

MAGNETIC OBSERVATORY

WHITNEY BAILEY COX & MAGNANI, LLC

300 East Joppa Road Suite 200

Baltimore, MD 21286

410.512.4500 www.wbcm.com

WBCM

STAMP:

E03

ELECTRICAL SITE PLAN

KAW

FJL

0 15' 30' 60' 90' 1'=30'-0"

IF THIS PLAN IS A REDUCTION, GRAPHIC

SCALES MUST BE USED.

GRAPHIC SCALE

CAUTION:

ELECTRICAL SITE PLAN

SCALE: 1" = 30'-0"

N

(APPLIES TO THIS SHEET ONLY)DRAWING NOTES:

TWO SETS OF (4 #2/0 & 1 #3 GROUND WIRE IN 2" CONDUIT).

DIRECT BURY AT A MINIMUM OF 24" FROM TOP OF CONDUIT.

MAKE CONNECTION TO PANELBOARD "L". SEE SHEET E02

FOR ADDITIONAL INFORMATION.