Drawings_R1.pdf

PDF 9 MB Posted Nov 20, 2017

Attached to: Construct Covered Inspection Area Canopy Federal contract opportunity
Solicitation number: W91242-18-B-0994
Issued by: Department of the Army North Carolina Army National Guard

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Bid_Opening_Abstract2.pdf	PDF	May 3, 2018
Bid_opening_sign_in.pdf	PDF	Dec 12, 2017
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Q&A__2.docx	DOCX document	Dec 1, 2017
W91242-18-B-0994-0002.pdf	PDF	Dec 1, 2017
Paint_Specs_09_90_00.pdf	PDF	Dec 1, 2017
SOW_R1_20_Nov_2017.pdf	PDF	Nov 20, 2017
Material_Submittal_Log_-_Covered_Inspection_Area_Canopy.xls	XLS spreadsheet	Nov 20, 2017
Q&A__1_20_Nov_2017_Post_to_FBO.docx	DOCX document	Nov 20, 2017
W91242-18-B-0994-0001.pdf	PDF	Nov 20, 2017
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Specs.pdf	PDF	Oct 25, 2017

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CONCRETE

CMU

BRICK

STEEL

EARTH

BATT INSULATION

RIGID INSULATION

STONE FILL

PLASTER / GYP. BD.

STUCCO

WOOD BLOCKING

HARDWOOD / PLYWOOD

QUARRY / PAVER / CER. TILE

Project Manager:

Drawn By: Checked By:

Date Issued:

Project Number: File Name:

Drawing Number:

NC Certificate of Licensure C-52852 500 N. Tryon St.

Charlotte, NC 28202 office: 704.334.6436 www.bergmannpc.com

Civil Engineer | Structural Engineer:

Bulla Smith Design Engineering NC Certificate of Licensure C-1863 1347 Harding Place, Suite #201 Charlotte, NC 28204 704.333.3122

Electrical Engineer:

McKnight Smith Ward Griffin Engineers Inc.

NC Certificate of Licensure C-2848 4223 South Blvd Charlotte, NC 28209 704.527.2112

08/30/17

100% TYPE B

DOCUMENTS

CNS Covered Vehicle Inspection Area

NORTH CAROLINA

AIR NATIONAL GUARD

AH CW

08/30/2017

012056.01

G001

Title Sheet

North Carolina Air National Guard

Charlotte, NC NCANG Project No.

FJRP092002

G001 Title Sheet S100 Structural Notes A101 Plan A301 Elevations A601 Reflected Ceiling Plan

E100 Electrical Plans & Details

C100 Site Survey C200 Demolition Plan C300 Layout Plan C400 Site Details

AbbreviationsLegendVicinity Map

Index of Drawings

Charlotte, NC

CNS Covered Vehicle Inspection Area North Carolina Air National Guard NCANG Project No. FJRP092002

N.T.S.

O.C.

PTD.

PLAS. LAM.

O.H.

ELEVATOR

ELECTRICAL

EXTERIOR

EQUAL

FINISH FLOOR

ELEV.

ELEC.

EXT.

EQ.

FIN. FL.

R.L.

R.D.

REQD.

S.C.

SIM.

SHT.

STRUCT.

SUSP.

V.C.T.

VERT.

TYP.

T.O.( )

S.S.

WD.

W.W.F.

V.W.C.

GALVANIZED

GAUGE

GYPSUM

HOLLOW METAL

HOLLOW CORE

FLOOR DRAIN

JOINT

INTERIOR

METAL

MAXIMUM

MECHANICAL

MASONRY OPENING

JOIST BEARING

GALV.

GA.

F.D.

H.M.

GYP.

H.C.

INT.

JT.

MET.

MECH.

MAX.

M.O.

JST. BRG.

MINIMUM

NOT IN CONTRACTN.I.C.

MIN.

F.E.C. RES.FIRE EXTINGUISHER CABINET

NOT TO SCALE

WOOD

WELDED WIRE FABRIC

RESILIENT

VINYL WALL COVERING

VINYL COMPOSITION TILE

VERTICAL

TYPICAL

TOP OF (ITEM)

SUSPENDED

STRUCTURE

STAINLESS STEEL

SOLID CORE

SIMILAR

SHEET

ROOF LEADER

ROOF DRAIN

REQUIRED

PLASTIC LAMINATE

PAINTED

ON CENTER

OPPOSITE HAND

BOARD

ALUMINUM

ABOVE FINISH FLOOR

ACOUSTICAL PANEL CEILING

BUILDING

APC

A.F.F.

ALUM.

BD.

BLDG.

CEILING

CERAMIC

COLUMN

CONTROL JOINT

COMPOSITE

CARPET

DOUBLE

DOWN

DETAIL

CONTINUOUS

DIAMETER

CONCRETE

CONCRETE MASONRY UNIT

DRAWING

ELECTRIC WATER COOLER

CMU

CEIL.

COL.

C.J.

CER.

COMP.

DIA.

DET.

DBL.

DN.

CONT.

CPT.

CONC.

E.W.C.

DWG.

CENTERLINE

ANG Facility Charlotte, NC

Base Civil Engineer

CE Operations

CE Real Property

Fire Department

Communications

Security Forces

Environmental

Occupational Health

Safety

Using Agency

NCANG Coordination SignoffGeneral Structural Architectural Electrical

Civil

S200 Foundation Plan and Details

REVISIONS

NO. DATE DESCRIPTION REV. CK'D

C100

Site Survey

N C

A N

In s p e c t io n a n o p y

C A

F il e s a g h c .d g n

A U

Project Manager:

Drawn By: Checked By:

Date Issued:

Project Number: File Name:

Drawing Number:

REVISIONS

NO. DATE DESCRIPTION REV. CK’D

office: 704.334.6436 www.bergmannpc.com

Charlotte, NC 28202

500 N. Tryon St.

Architectural Associates, Inc.

any form without written permission from Bergmann drawings and documentation may not be reproduced in

704.333.3122

704.527.2112

1347 Harding Place, Suite 201

Charlotte, NC 28204

Charlotte, NC 28209

Bulla Smith Design Engineering

NC Certificate of Licensure C-3232

NC Certificate of Licensure C-52852

NC Certificate of Licensure C-2848

08/30/2017

Civil and Structural Engineer:

J.K.S. J.I.S.

CHERYL WALKER, FAIA

Ward GriffinMcKnight Smith

Electrical Engineer:

Engineers

4223 South Blvd.

Inspection Area

CNS Covered Vehicle

AIR NATIONAL GUARD

NORTH CAROLINA

DOCUMENTS

100% TYPE B

GRAPHIC SCALEGRAPHIC SCALE

060 0 60 120 180

A Stanley D. Lindsey and Assoc., Ltd. Office

BSDE: 17092

BERG. 012056.00

FJRP092002

NCANG Project No.

Charlotte, NC

Air National Guard

North Carolina

I.E. In:656.63

T.B.O.C.:661.34

I.E. Out:656.59

Block

Retaing Wall

Block

Owner/Developer:

Charlotte Air National Guard - Charlotte, N.C.

Tax Map Reference:

North West Corner of Minuteman Way of A Parcel at the

Topographic Survey

Job Number: 2009-32topo1

Land Surveyor:

P.O. Box 4143

Mooresville, N.C. 28117

Phone: (704) 622-9915

Schamback Surveying, P.A.

Scale: 1" = 60’

Date of Map: 9-22-09

Date of Survey: 9-21-09

Drawn By: LDS

& Morris Field Road x x x x x x x x x x x x x x x x x

WVWVWVWVWV

Y D

x x x x x x x x x x x x x

D x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

WVWV

S x x

Y D

8" Sa nitary

" S anitary S ew er Line

S a n it a ry

S e w e r

L in e

8" Sanitary S ewer Line

S a n it a ry

S e w e r lin e

S a n it a ry

S e w e r lin e

24" R

12"

RCP

30"

RCP

R C P

15" RCP

I.E. In:678.52

Rim:681.72

I.E. Out:673.72

I.E. Out:681.99

T.B.O.C.:686.79

I.E. In: 682.09 I.E. In:680.88

T.B.O.C.:687.98

I.E. Out:680.78

T.B.O.C.:687.54

I.E. Out:682.06

15" RCP

48" RCP

C P

RCP

V C

C P

18" RCP

15" RCP

I.E. In :662.8

R C

" R

C P

R C P

I.E. Out:664.33

Rim:669.82

I.E. In:665.18

I.E. In:663.06

T.B.O.C.:668.77

I.E. Out:662.55

I.E. Out:670.20

T.B.O.C.:676.26 I.E. In:670.24

T.B.O.C.:676.18

15" RCP

I.E.:690.63

15" RCP

I.E.:695.01

T.B.O.C.:700.82

I.E. Out:

I.E. Out:696.57

T.B.O.C.:700.66 I.E. In:696.99

I.E. Out:697.13

T.B.O.C.:700.71

I.E. Out:

I.E. In:

Rim:693.78

I.E.:680.22

15"

RCP

I.E.:677.12

15" CPP

I.E.:671.50

I.E.:670.42

C P P

I.E.:670.14

I.E.:669.95

C P P

I.E.:662.31

I.E.:661.95

I.E.:663.39

" C

I.E.:662.85

I.E.:645.33

I.E.:644.62

I.E.:684.30

Rim:684.70

Rim:694.80

I.E.:683.46

TBX

24" RCP

Rim:699.81

I.E. In:691.44

I.E. Out:691.44

E d g e o f

P a v e m e n t

C u r b

G u t t e r

Asphalt

Broken

Asphalt

Gravel

G ra ve l

G ra v e l

C u t t e r

Curb & Gutter

C rb u tt e r

Curb & Gut ter

Edge of P avement

Edge of Pavement

Gravel

Ed ge o f

Pa ve m en t

Ed ge o f

Pa ve m en t

Edge of Pa vement

Concrete

Sewer L ine

Concre te

Concrete

RCP

C on cr et e

Stream

S86°13’53"W 156.51

N ’0

N ’1

C P P

I.P.S.

#5 Rebar

Found

#4 Rebar

3/4" I.P.

Found Found

3/4" I.P.

#5 Rebar

Found

I.P.S.

S °3

’4

S °2

’1

LINE TABLE

LINE LENGTH BEARING

L1 15.61 N55°17’34"E

CURVE TABLE

CURVE LENGTH RADIUS BEARING CHORD

C1 126.64 530.00 S29°29’30"E 126.34 C2 249.19 1368.80 N60°30’32"E 248.85 C3 489.911368.80 N75°58’40"E 487.30

N °4

’0

T ie

Mor ri s

Fi el d Dr iv e

Publ ic R /W

M in u t e m

W y

A ir p o t iv e

1 Story

Brick Building

685.08 X 685.12 X

Concrete Slab

Slab

Concrete

Building

Metal

Building

Metal

Building

Concrete

Slab

C o n c r e t e

W a s h

A e a

Shed

Con cret e

C o n c r e t e

Shed

Wood

I.E.:684.36

Sign

I.E. Out:652.43

T.B.O.C.:668.82 I.E. In:661.47

I.E. In:652.10

T.B.O.C.:662.10

I.E. Out:652.10

I.E. Out:656.04

T.B.O.C.:661.87

T.B.O.C.:656.91

I.E. Out:651.33

I.E. Out:650.15

T.B.O.C.:657.68 I.E. In:650.41

Rim:656.98

I.E. In:655.47

Rim: 665.77

I.E. Out:655.27

I.E. In:649.17

Rim:655.07

I.E. Out:649.17

I.E. In:650.95

T.B.O.C.:654.41

I.E. Out:647.81

I.E. In:645.86

T.B.O.C.:654.04

I.E. Out:639.06

I.E. Out:648.70

T.B.O.C.:654.25 I.E. In:648.55

RCP

I.E. Out:649.08

T.B.O.C.:654.44

I.E. In:631.82

T.B.O.C.:654.52

I.E. Out:631.82

CB "A"

CB "B"

I.E. In CB "B":648.52

I.E. In CB "A":638.42

T.B.O.C.:658.08

I.E. Out:654.42

I.E. Out:653.86

T.B.O.C.:658.10 I.E. In:653.97

I.E. In:652.11

T.B.O.C.:656.13

I.E. Out:651.87

I.E. In:653.47

T.B.O.C.:658.49

I.E. Out:653.20

I.E. Out:653.57

T.B.O.C.:658.67 I.E. In:653.77

I.E. Out:654.13

Rim:658.23

I.E. Out:678.29

Rim: 685.74

I.E. In:678.29

I.E. In:695.07

Rim: 700.47

I.E. Out:694.12

Concrete Box

Top:704.94

Vault

E E

Power

Transformer

Concrete

Power Boxes

Concrete

Concrete Brick

Building

I.E. Out:653.59

T.B.O.C.:657.09

I.E. In:653.10

T.B.O.C.:657.09

I.E. Out:653.1

I.E. Out:651.34

T.B.O.C.:661.08 I.E. In:655.74

15" RCP

18" RCP 24" RCP

I.E. In:649.45

T.B.O.C.:662.31

I.E. Out:649.41

Block

Retaing WallRetaing Wall

Block

I.E.:654.05

Block

Building

Block

Asphalt

Plane

Pole

Speaker

Pole

Control

Box

I.E. In:657.09

Rim: 663.29

24" RCP

R C P

642 6

654 654

I.E. In :650.2

Rim:652.94

I.E. In:652.54

I.E. Out:670.72

I.E.:685.27

I.E.:651.92 I.E.:633.29

C200

Demolition Plan

A N

In s p e c t n o p y

C A e s a g h c .d g n

A U

Project Manager:

Drawn By: Checked By:

Date Issued:

Project Number: File Name:

Drawing Number:

REVISIONS

NO. DATE DESCRIPTION REV. CK’D

office: 704.334.6436 www.bergmannpc.com

Charlotte, NC 28202

500 N. Tryon St.

Architectural Associates, Inc.

any form without written permission from Bergmann drawings and documentation may not be reproduced in

704.333.3122

704.527.2112

1347 Harding Place, Suite 201

Charlotte, NC 28204

Charlotte, NC 28209

Bulla Smith Design Engineering

NC Certificate of Licensure C-3232

NC Certificate of Licensure C-52852

NC Certificate of Licensure C-2848

08/30/2017

GRAPHIC SCALEGRAPHIC SCALE

020 0 20 40 80

Civil and Structural Engineer:

J.K.S. J.I.S.

CHERYL WALKER, FAIA

Ward GriffinMcKnight Smith

Electrical Engineer:

Engineers

4223 South Blvd.

Inspection Area

CNS Covered Vehicle

AIR NATIONAL GUARD

NORTH CAROLINA

DOCUMENTS

100% TYPE B

A Stanley D. Lindsey and Assoc., Ltd. Office

BSDE: 17092

BERG. 012056.00

FJRP092002

NCANG Project No.

Charlotte, NC

Air National Guard

North Carolina

Block

Retaing Wall

Block

GENERAL DEMOLITION NOTES:

GOVERNMENT.THE

FROM LANDFILLS. REPORT FORM TO BE PROVIDED BY

GREATEST EXTENT POSSIBLE, WASTE SHALL BE DIVERTED

REPORTED MONTHLY TO THE GOVERNMENT. TO THE

13. ALL WASTE GENERATED DURING THE PROJECT WILL BE

REPLANTED.

PILED ON SITE TO BE UTILIZED IN AREAS WHICH WILL BE

12. ALL TOPSOIL ON SITE SHALL BE STRIPPED AND STOCK

11. ALL PAVEMENT CUTS SHALL BE MADE BY SAW CUT.

AT 1-800-632-4949. "IT’S THE LAW".

10. BEFORE YOU DIG, STOP. CALL THE NC ONE-CALL CENTER

LANDFILL OR ANOTHER PERMITTED SITE.

FROM SITE SHALL BE TAKEN FROM OR TO A PERMITTED

9. ALL BORROW OR WASTE SOIL BROUGHT INTO OR TAKEN

PROTECTED TREES.

ARE ALLOWED WITHIN THE CRITICAL ROOT ZONE OF

TRAFFIC, OR PARKING OR STORAGE OF HEAVY EQUIPMENT

SOIL OR OTHER CONSTRUCTION MATERIALS, VEHICULAR

7. NO SOIL DISTURBANCE OR COMPACTION, STOCK PILING OF

ALL DEVELOPMENT ACTIVITIES ARE COMPLETED.

CONSTRUCTION BEGINS AND NOT REMOVED UNTIL AFTER

BEFORE ANY DEMOLITION, CLEARING, GRADING, OR

6. TREE PROTECTION BARRICADES MUST BE INSTALLED

SHALL BECOME THE PROPERTY OF THE CONTRACTOR.

5. ALL REMOVED MATERIAL, UNLESS OTHERWISE NOTED,

MATCH EXISTING ADJACENT SURFACES.

DURING DEMOLITION OR NEW WORK SHALL BE REPAIRED TO

4. ALL EXISTING SURFACES TO REMAIN THAT ARE DAMAGED

REMAIN DURING ALL CONSTRUCTION ACTIVITIES.

3. PROTECT ALL EXISTING UTILITIES AND CONSTRUCTION TO

CONSTRUCTION.

PRIOR TO THE BEGINNING OF DEMOLITION AND/OR

2. FIELD VERIFY LOCATIONS OF ALL EXISTING UTILITIES

CONSTRUCTION.

PRIOR TO THE BEGINNING OF DEMOLITION AND/OR

1. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS

D x x x x x x x x x x x x x

R C P

15" RCP

48" RCP

C P

RCP

V C

C P

18" RCP

15" RCP

R C

" R

C P

R C P

Asphalt

Gravel

Concre te

RCP

Stream

I.P.S.

S °3

’4

Sign

I.E. In:655.47

Rim: 665.77

I.E. Out:655.27

I.E. In:649.17

Rim:655.07

I.E. Out:649.17

RCP

Power

Transformer

Concrete

Concrete Brick

Building

Block

Retaing WallRetaing Wall

Block

Asphalt

Rim:652.94

I.E. In:652.54

LIGHT POLE.

RELOCATE EXISTING

X X X X X X X X X X X X X X X X X X X X X X

TO FIELD VERIFY.

CONTRACTOR

APPROXIMATE.

OF WATER LINE IS

WATER LINE. LOCATION

REMOVE EXISTING

SIDEWALK.

EXISTING CONCRETE

REMOVE PORTION OF

SIDEWALK.

OF EXISTING

REMOVE PORTION

MEDIAN.

EXISTING CONCRETE

SAWCUT AND REMOVE

C300

Layout Plan

A N

In s p e c t n o p y

C A e s a g h c .d g n

A U

Project Manager:

Drawn By: Checked By:

Date Issued:

Project Number: File Name:

Drawing Number:

REVISIONS

NO. DATE DESCRIPTION REV. CK’D

office: 704.334.6436 www.bergmannpc.com

Charlotte, NC 28202

500 N. Tryon St.

Architectural Associates, Inc.

any form without written permission from Bergmann drawings and documentation may not be reproduced in

704.333.3122

704.527.2112

1347 Harding Place, Suite 201

Charlotte, NC 28204

Charlotte, NC 28209

Bulla Smith Design Engineering

NC Certificate of Licensure C-3232

NC Certificate of Licensure C-52852

NC Certificate of Licensure C-2848

08/30/2017

GRAPHIC SCALEGRAPHIC SCALE

020 0 20 40 80

Civil and Structural Engineer:

J.K.S. J.I.S.

CHERYL WALKER, FAIA

Ward GriffinMcKnight Smith

Electrical Engineer:

Engineers

4223 South Blvd.

Inspection Area

CNS Covered Vehicle

AIR NATIONAL GUARD

NORTH CAROLINA

DOCUMENTS

100% TYPE B

A Stanley D. Lindsey and Assoc., Ltd. Office

BSDE: 17092

BERG. 012056.00

FJRP092002

NCANG Project No.

Charlotte, NC

Air National Guard

North Carolina

Block

Retaing Wall

Block x

D x x x x x x x x x x x x x

D x x x x x x x x x x

R C P

15" RCP

48" RCP

C P

RCP

V C

C P

18" RCP

15" RCP

R C

" R

C P

R C P

Asphalt

Gravel

Concre te

RCP

Stream

I.P.S.

S °3

’4

Sign

I.E. In:655.47

Rim: 665.77

I.E. Out:655.27

I.E. In:649.17

Rim:655.07

I.E. Out:649.17

RCP

Power

Transformer

Concrete

Concrete Brick

Building

Block

Retaing WallRetaing Wall

Block

Asphalt

Rim:652.94

I.E. In:652.54

OF THE BUILDING.

SHALL TERMINATE WITH A CLEANOUT 5’ FROM THE FACE

6. ALL SEWER SERVICE LINES EXTENDED TO BUILDINGS

IN PAVED AREAS SHALL BE TRAFFIC BEARING CLEANOUTS.

SPACING. MIN. SLOPE ON LATERALS = 1.0%. CLEANOUTS

MIN. COVER OF 24" WITH CLEANOUTS AT 75’ MAX.

5. ALL SANITARY SEWER LATERALS SHALL MAINTAIN A

SOLVENT WELD JOINTS.

4. ALL PVC PIPE SHALL BE SCHEDULE 40 AND HAVE

AND THE NC SUPPLEMENT.

TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS

WITHIN PUBLIC ROW PER THE MANUAL ON UNIFORM

3. PROVIDE TRAFFIC CONTROL MEASURES FOR ALL WORK

ALL CONSTRUCTION ACTIVITIES.

2. PROTECTALL EXISTING UTILITIES TO REMAIN DURING

PRIOR TO THE BEGINNING OF CONSTRUCTION.

1. FIELD VERIFY LOCATIONS OF ALL EXISTING UTILITIES

GENERAL NOTES:

10 FT. ON EACH SIDE OF THE CROSSING.

MATERIALS FOR A MINIMUM LATERAL DISTANCE OF

OR BOTH LINES SHALL BE CONSTRUCTED OF FERROUS

BETWEEN STORM SEWER AND SANITARY SEWER LINES

11. A 12" VERTICAL SEPARATION SHALL BE PROVIDED

OF 10 FT ON EACH SIDE OF THE CROSSING.

DISTANCE, MEASURED AT RIGHT ANGLES TO THE SEWER,

WATER MAIN STANDARDS FOR A MINIMUM LATERAL

FERROUS MATERIALS WITH JOINTS EQUIVALENT TO

MAIN AND SEWER LINE SHALL BE CONSTRUCTED OF

SEWER IS ABOVE THE WATER MAIN, BOTH THE WATER

SEWER, BUT LESS THAN 18" CLEARANCE, OR WHEN THE

MAINTAINED AND WHEN THE WATER MAIN IS ABOVE THE

THE 10 FT MINIMUM LATERAL SEPARATION CANNOT BE

BETWEEN THE SEWER LINE AND THE WATER MAIN. WHEN

10. THERE SHALL BE A MINIMUM OF 10 FT. SEPARATION

SPECIFICATIONS.

ACCORDANCE WITH NCDENR STANDARDS AND

9. ALL WATER AND SEWER WORK TO BE PERFORMED IN

ROUTING OF ELECTRIC, GAS, AND TELEPHONE SERVICES.

8. COORDINATE WITH THE UTILITY COMPANIES FOR EXACT

PROVIDE UTILITY SERVICE DEMANDS AS REQUIRED.

7. COORDINATE WITH UTILITY SERVICE PROVIDERS TO

IS CURED (7 DAYS).

19. ALL PAVEMENT STRIPING IS TO OCCUR AFTER PAVING

SLOPE OF �" PER FOOT.

18. ALL ACCESSIBLE ROUTES SHALL HAVE A MAX. CROSS

DOORS SHALL NOT EXCEED �".

17. MAXIMUM ELEVATION CHANGE AT HANDICAP ACCESSIBLE

OF 2.0%.

16. ALL SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE

ARCHITECTURAL PLANS BEFORE ACTUAL FIELD STAKING.

15. BUILDING DIMENSIONS SHOWN ARE NOMINAL. CONSULT

ARE LOCATED AT CENTER OF GRATE OR MANHOLE COVER.

14. STORM DRAINAGE INLETS AND MANHOLE COORDINATES

OTHERWISE NOTED.

13. ALL DIMENSIONS ARE TO FACE OF CURB, UNLESS

12. ALL EXPANSION JOINTS ARE TO BE SEALED.

VERIFY.

CONTRACTOR TO FIELD

OF EXISTING WATER LINE.

APPROXIMATE LOCATION

WATER LINE.

CONNECT TO EXISTING

NEW WATER LINE.

CONTRACTOR TO FIELD VERIFY.

EXISTING WATER LINE.

APPROXIMATE LOCATION OF

SEE ARCHITECTURAL.

NEW CANOPY.

5’-0"

SEE DETAIL C4/C4.00.

CONCRETE SIDEWALK. (TYP)

PATCH EXISTING

C3/C400

PAVEMENT. SEE DETAIL

PATCH ASPHALT

EXTEND BASE

COURSE 9".

BASE COURSE. TYPE "A" OR "B"

CRUSHED STONE AGGREGATE

C1 Bituminous Concrete Paving No Scale

No ScaleCurb and Gutter Detail

2’-0"

3"R 3"R

2’-0"

3"R 3"R

NOTES:

1. CURB AND GUTTER IS TO BE CONSTRUCTED IN 10’ (NOM.) LENGTHS.

2. �" THICK EXPANSION JOINTS ARE TO BE PROVIDED AT 40.0’ MAX. SPACING.

GUTTER UNLESS OTHERWISE NOTED ON GRADING PLAN.

3. PROVIDE 10’ LONG TRANSITIONS BETWEEN STANDARD GUTTER AND PITCHED

PITCHED GUTTER

STANDARD GUTTER

COURSE - TYPE I-19

BITUMINOUS BINDER

NOTES:

4. COMPACT SUBBASE COURSE TO 95% OF MAXIMUM DRY UNIT WEIGHT PER ASTM D 698.

3. COMPACT TOP 12" OF SUBGRADE TO 98% STANDARD PROCTOR PER ASTM D 698.

2. REMOVE ANY UNSATISFACTORY SOIL AND REPLACE WITH ENGINEERED FILL.

1. PROOFROLL EXPOSED SUBGRADE UNDER DIRECTION OF GEOTECHNICAL ENGINEER.

BITUMINOUS SURFACE COURSE - S9.5A

EXIST. BINDER

EXIST. STONE

12" 12"

VARIABLE

12" 12"

AS REQUIRED

PIPE BEDDING

COMPACTED

6" LAYER

MECH. TAMP EACH

DENSITY (TYPICAL).

STD. PROCTOR

COMPACTED TO 90%

BACKFILL MATERIAL

APPROVED EARTH

STONE - TYPE CABC

2" COMPACTED CRUSHED

AS INDICATED

AND COMPACTED

6" LOOSE LAYERS

TO BE PLACED IN

EARTH BACKFILL

(TYP.)

EXISTING PAVEMENT

SAW CUT EDGE OF

PAVEMENT

EXISTING

COAT

TACK

Pavement Patch No Scale

6" BINDER B25.0B

TYPE S9.5A

SURFACE COURSE -

2" BITUMINOUS CONC.

Q ’D

O .D

MAINTAIN MIN. TRENCH

WIDTH TO TOP OF PIPE

12" 12"

MAX. MAX.

PVC PIPE ONLY DIP OR RCP ONLY

COMPACTED CRUSHED

GRANULAR MATERIAL

N.C.D.O.T. NO. 78M OR

NO. 67 PER SECTION 1005

COMPACTED EARTH

BACKFILL TO 95% STD.

PROCTOR DENSITY

(AASHTO-T-99)

ABOVE BEDDING

MATERIAL

FOR PVC PIPE BELOW GROUNDWATER

LEVEL OR IN AREAS SUBJECT TO FLOODING

FOR PVC PIPE NOT BELOW GROUNDWATER

LEVEL OR IN AREAS SUBJECT TO FLOODING

COMPACTED TO 95 PCT STD. PROCTOR

DENSITY (AASHTO-T-99)

C2 NO SCALEPIPE BEDDING

C400

Site Details

A N

In s p e c t n o p y

C A e s a g h c

.d g n

A U

Project Manager:

Drawn By: Checked By:

Date Issued:

Project Number: File Name:

Drawing Number:

REVISIONS

NO. DATE DESCRIPTION REV. CK’D

office: 704.334.6436 www.bergmannpc.com

Charlotte, NC 28202

500 N. Tryon St.

Architectural Associates, Inc.

any form without written permission from Bergmann drawings and documentation may not be reproduced in

704.333.3122

704.527.2112

1347 Harding Place, Suite 201

Charlotte, NC 28204

Charlotte, NC 28209

Bulla Smith Design Engineering

NC Certificate of Licensure C-3232

NC Certificate of Licensure C-52852

NC Certificate of Licensure C-2848

08/30/2017

Civil and Structural Engineer:

J.K.S. J.I.S.

CHERYL WALKER, FAIA

Ward GriffinMcKnight Smith

Electrical Engineer:

Engineers

4223 South Blvd.

Inspection Area

CNS Covered Vehicle

AIR NATIONAL GUARD

NORTH CAROLINA

DOCUMENTS

100% TYPE B

A Stanley D. Lindsey and Assoc., Ltd. Office

BSDE: 17092

BERG. 012056.00

FJRP092002

NCANG Project No.

Charlotte, NC

Air National Guard

North Carolina

1 11/7/2017 FDN. NOTES 1 WDB

S100

Structural Notes

GENERAL

CODE/DESIGN CRITERIA

REINFORCEMENT

CAST-IN-PLACE CONCRETE

STRUCTURAL STEEL

DESIGNED, FURNISHED, AND INSTALLED BY OTHERS AS REQUIRED BY OTHER PORTIONS OF THE CONTRACT DOCUMENTS.

SYSTEMS, COLD-FORMED METAL FRAMING, OR OTHER SYSTEMS NOT SHOWN IN THE STRUCTURAL DOCUMENTS. SUCH SYSTEMS SHALL BE

STRUCTURAL ENGINEER OF RECORD IS NOT RESPONSIBLE FOR THE DESIGN OF STEEL STAIRS, HANDRAILS, CURTAIN WALL/WINDOW WALL15.

SIMILAR THE CONTRACTOR SHALL CONSIDER ALL OF THE CONTRACT DOCUMENTS IN DETERMINING SIMILAR AND LIKE CONDITIONS.

LABELED "TYPICAL" ON THE STRUCTURAL DRAWINGS APPLY TO ALL SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR

WHERE A SECTION OR DETAIL IS SHOWN OR DETAILED FOR ONE CONDITION, IT SHALL APPLY TO ALL SIMILAR AND LIKE CONDITIONS. DETAILS14.

OF SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, AND DIMENSIONS SPECIFIED IN THE CONTRACT DOCUMENTS.

THE CONTRACT DOCUMENTS. CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION

DRAWINGS BY THE ARCHITECT/STRUCTURAL ENGINEER DOES NOT RELIEVE THE CONTRACTOR OF FULL RESPONSIBILITY FOR COMPLIANCE WITH

AND CHECK ALL SUBMITTALS AND SHOP DRAWINGS BEFORE SUBMITTING TO THE STRUCTURAL ENGINEER. REVIEW OF SUBMITTALS OR SHOP

SHOP DRAWINGS BY THE ARCHITECT/STRUCTURAL ENGINEER DOES NOT RELIEVE THE CONTRACTOR OF THE SOLE RESPONSIBILITY TO REVIEW

MEMBERS AND THE CONTRACTOR'S INTERPRETATION OF THE DESIGN LOADS AND CONTRACT DOCUMENT DETAILS. REVIEW OF SUBMITTALS OR

REVIEW OF SHOP DRAWINGS SHALL BE FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS REGARDING ARRANGEMENT AND SIZES OF

SUBMIT SHOP DRAWINGS WHICH ADEQUATELY DEPICT THE STRUCTURAL ELEMENTS AND CONNECTIONS SHOWN IN THE CONTRACT DOCUMENTS.13.

THE CONTRACTOR.

REPRODUCTION OF STRUCTURAL DRAWINGS FOR SHOP DRAWINGS IS NOT PERMITTED. ELECTRONIC DRAWING FILES WILL NOT BE PROVIDED TO12.

CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA REGULATIONS.11.

CONSTRUCTIBILITY ANALYSIS, AND ERECTION PROCEDURES, INCLUDING DESIGN AND ERECTION OF FALSEWORK, TEMPORARY BRACING, ETC.

STAGES OF CONSTRUCTION SHALL BE DESIGNED, FURNISHED, AND INSTALLED BY THE CONTRACTOR. CONTRACTOR IS RESPONSIBLE FOR

THE STRUCTURE IS STABLE ONLY IN ITS COMPLETED FORM. TEMPORARY SUPPORTS REQUIRED FOR STABILITY DURING ALL INTERMEDIATE10.

CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS, METHODS, SAFETY, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION.9.

OWNER-FURNISHED ITEMS, PARTITIONS, ETC. IS CONSISTENT WITH THE REQUIREMENTS OF SUCH ITEMS.

CONTRACTOR SHALL VERIFY THAT MISCELLANEOUS FRAMING SHOWN ON THE STRUCTURAL DRAWINGS FOR MECHANICAL EQUIPMENT,8.

ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY.

CONTRACTOR SHALL VERIFY EXISTING DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS BEFORE STARTING WORK. ARCHITECT/STRUCTURAL7.

STRUCTURAL DRAWINGS SEE THE ARCHITECTURAL DRAWINGS.

DOCUMENTS. ARCHITECT/STRUCTURAL ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY OR OMISSION. FOR DIMENSIONS NOT SHOWN ON THE

CONTRACTOR SHALL COORDINATE THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL6.

MATERIAL, WORKMANSHIP, AND DESIGN SHALL CONFORM TO THE REFERENCED BUILDING CODE.5.

SJI OR OTHER STANDARDS. WHERE A CONFLICT OCCURS WITHIN THE CONTRACT DOCUMENTS, THE STRICTEST REQUIREMENT SHALL GOVERN.

CONTRACT DOCUMENTS SHALL GOVERN IN THE EVENT OF A CONFLICT WITH THE CODE OF PRACTICE OR SPECIFICATIONS OF ACI, PCI, AISC,4.

TAKING BIDS, UNLESS SPECIFICALLY STATED OTHERWISE.

STATE AUTHORITIES, SHALL MEAN THE LATEST STANDARD, CODE, SPECIFICATION OR TENTATIVE SPECIFICATION ADOPTED AT THE DATE OF

REFERENCE TO STANDARD SPECIFICATIONS OF ANY TECHNICAL SOCIETY, ORGANIZATION, OR ASSOCIATION OR TO CODES OF LOCAL OR3.

INCLUDE SHOP DRAWINGS, VENDOR DRAWINGS, OR MATERIAL PREPARED AND SUBMITTED BY THE CONTRACTOR.

CONTRACT DOCUMENTS INCLUDE, BUT ARE NOT LIMITED TO, THE STRUCTURAL DOCUMENTS (DRAWINGS AND SPECIFICATIONS), BUT DO NOT2.

WORK OR ANY DUTY OR AUTHORITY TO UNDERTAKE RESPONSIBILITIES CONTRARY TO THE PROVISIONS OF THE CONTRACT DOCUMENTS.

CONSULTANTS, AGENTS, OR EMPLOYEES ANY DUTY OR AUTHORITY TO SUPERVISE OR DIRECT THE FURNISHING OR PERFORMANCE OF THE

NOR SHALL IT BE EFFECTIVE TO ASSIGN TO THE STRUCTURAL ENGINEER OF RECORD OR ANY OF THE STRUCTURAL ENGINEER OF RECORD'S

ENGINEER, SUPPLIER, OR ANY OF THEIR CONSULTANTS, AGENTS, OR EMPLOYEES FROM THOSE SET FORTH IN THE CONTRACT DOCUMENTS.

REFERENCE IN THE CONTRACT DOCUMENTS) SHALL BE EFFECTIVE TO CHANGE THE DUTIES AND RESPONSIBILITIES OF OWNER, CONTRACTOR, NO PROVISION OF ANY REFERENCED STANDARD SPECIFICATION, MANUAL OR CODE (WHETHER OR NOT SPECIFICALLY INCORPORATED BY1.

FOUNDATION

OF THE REQUIRED IMSTALLED LENGTH TO ACHIEVE THE LISTED CAPACITIES.

IT IS ANTICIPATED THAT THE HELICAL PILE CONTRACTOR WILL HAVE TO PREPARE A TEST PILE IN ORDER TO DEVELOP AN UNDERSTANDING2.

FIELD DIFFERENT FROM THOSE ASSUMED FOR DESIGN.RESPONSIBLE FOR SUBSURFACE CONDITIONS ENCOUNTERED IN THE

FOUNDATION DESIGN IS BASED ON ASSUMED SITE CONDITIONS. NO GEOTECHNICAL REPORT IS AVAILABLE. THE STRUCTURAL ENGINEER IS NOT1.

STRUCTURAL NOTES

BY CANOPY DESIGN PROFESSIONALFy =

BY CANOPY DESIGN PROFESSIONALFx =

WIND BASE SHEARS:

CEXPOSURE:

1.0IMPORTANCE FACTOR Iw =

90 MPH BASIC WIND SPEED (THREE SECOND GUST)

WIND LOADS: ASCE 7-053.

4.0 PSFROOF =

SUPERIMPOSED DEAD LOADS (IN ADDITION TO STRUCTURE WEIGHT):2.3

PONDING AND DRIFT EFFECTS TO BE INCLUDED IN THE CANOPY DESIGN

5 PSFRAIN ON SNOW SURCHARGE

1.0SNOW IMPORTANCE FACTOR Is =

1.2THERMAL FACTOR Ct =

1.0SNOW EXPOSURE FACTOR Ce =

10 PSFGROUND SNOW LOAD

20 PSFROOF

UNIFORM ROOF LIVE LOADS (REDUCED AS ALLOWED BY THE BUILDING CODE):2.2

N/A - NO FLOOR STRUCTURE

UNIFORM FLOOR LIVE LOADS (REDUCED AS ALLOWED BY THE BUILDING CODE):2.1

GRAVITY LOADS2.

STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE NORTH CAROLINA STATE BUILDING CODE, 2012 EDITION.1.

BY CANOPY DESIGN PROFESSIONALFy =

BY CANOPY DESIGN PROFESSIONALFx =

DESIGN BASE SHEARS:

0.2621SEISMIC RESPONSE COEFFICIENT

EQUIVALENT LATERAL FORCEANALYSIS PROCEDURE:

1¼ DEFLECTION AMPLIFICATION FACTOR:

1¼ SYSTEM OVERSTRENGTH FACTOR:

1¼ RESPONSE MODIFICATION COEFFICIENT R:

CANTILEVERED COLUMN SYSTEM

BASIC SEISMIC FORCE RESISTING SYSTEM:

CSEISMIC DESIGN CATEGORY:

DSITE SOIL CLASSIFICATION:

16.8%Sd1 =

32.8%Sds =

SPECTRAL RESPONSE COEFFICIENTS:

10.6%S1 =

31..8%Ss =

MAPPED SPECTRAL RESPONSE COEFFICIENTS:

1.0IMPORTANCE FACTOR Ie =

IIOCCUPANCY CATEGORY:

EARTHQUAKE LOADS:4.

UNLESS NOTED OTHERWISE.

INJECTION GEL SUPPLIED BY POWERS FASTENING, OR APPROVED EQUAL. MINIMUM EMBEDMENT LENGTH SHALL BE 12 BAR DIAMETERS, FASTENING SYSTEMS, THE EPCON SYSTEM CERAMIC 6 EPOXY ADHESIVE SUPPLIED BY ITW RAMSET/RED HEAD, POWER-FAST EPOXY

ADHESIVE FOR REINFORCING DOWELS IN EXISTING CONCRETE SHALL BE EITHER THE HIT-RE500 INJECTION ADHESIVE SUPPLIED BY HILTI7.

48 BAR DIAMETERSMASONRY REINFORCEMENT:

CLASS B TENSION LAPCONCRETE REINFORCEMENT:

BY THE STRUCTURAL ENGINEER. REINFORCING STEEL SPLICES SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE:

"CONTINUOUS" CAN BE SPLICED AT LOCATIONS DETERMINED BY CONTRACTOR. SPLICES AT OTHER LOCATIONS SHALL BE APPROVED IN WRITING

REINFORCEMENT SHALL BE SPLICED ONLY AT LOCATIONS SHOWN OR NOTED IN THE STRUCTURAL DOCUMENTS, EXCEPT REINFORCEMENT MARKED6.

MASONRY REINFORCING STEEL SHALL BE PLACED IN THE CENTER OF CMU CELLS, UNLESS NOTED OTHERWISE.5.2.

2" CLEARBELOW GRADE: FORMED:

3" CLEARBELOW GRADE: UNFORMED:

CONCRETE REINFORCEMENT COVER5.1.

PLACE REINFORCEMENT AS FOLLOWS, UNLESS NOTED OTHERWISE5.

NOTED OTHERWISE.

PROVIDE DOWELS FROM FOUNDATIONS THE SAME SIZE AND NUMBER AS THE VERTICAL WALL OR COLUMN REINFORCING, UNLESS4.

REINFORCEMENT WITHOUT ADEQUATE SECTIONS, ELEVATIONS, AND DETAILS IS NOT ACCEPTABLE.

SUBMIT SHOP DRAWINGS WHICH ADEQUATELY DEPICT THE REINFORCING BAR SIZES AND PLACEMENT. WRITTEN DESCRIPTION OF3.

WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND HAVE MINIMUM SIDE AND END LAPS OF 8".2.

REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, UNLESS NOTED OTHERWISE.1.

RECOMMENDATIONS. MINIMUM EMBEDMENT SHALL BE EQUAL TO 12 TIMES THE ANCHOR DIAMETER, UNLESS NOTED OTHERWISE.

EPOXY INJECTION GEL SUPPLIED BY POWERS FASTENING, OR APPROVED EQUAL. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S

HILTI FASTENING SYSTEMS, EPCON SYSTEM CERAMIC 6 EPOXY ADHESIVE SUPPLIED BY ITW RAMSET/RED HEAD, POWER-FAST

ADHESIVE ANCHORS SHALL CONSIST OF AN ALL-THREAD STEEL ANCHOR WITH HIT-RE500 V3 INJECTION ADHESIVE 3.2

ANCHOR RODS SHALL CONFORM TO ASTM F1554, GRADE 36, UNLESS NOTED OTHERWISE.3.1

BOLTS, RODS, ANCHORS AND HEADED STUDS:3.

OTHER STEEL SHAPES (CHANNELS AND ANGLES) SHALL CONFORM TO ASTM A529, GRADE 50.2.5

PLATE MATERIAL SHALL CONFORM TO ASTM A36.2.4

ROUND HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO ASTM A500, GRADE B.2.3

SQUARE/RECTANGULAR HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO ASTM A500, GRADE B.2.2

W-SHAPES SHALL CONFORM TO ASTM A992.2.1

STRUCTURAL STEEL SHALL BE OF THE FOLLOWING GRADE UNLESS NOTED OTHERWISE ON DRAWINGS:2.

STRUCTURAL STEEL BUILDINGS" AND THE AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES".

STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED ACCORDING TO THE "LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATION FOR1.

HELICAL PILES

HELICAL PILES, EXTENSIONS, AND APPURTENANCES SHALL BE HOT-DIPPED GALVANIZED STEEL IN ACCORDANCE WITH ASTM A153.12.

TORQUE SHALL BE RECORDED AS A MINIMUM.

TORQUE READING FOR THE LAST THREE FEET OF INSTALLATION ID PRACTICAL. IN LIEU OF THIS REQUIREMENT, THE TERMINAL G.

OVERALL DEPTH OF INSTALLATION REFERENCED FROM BOTTOM OF PIER CAP.F.

DESCRIPTION OF LEAD SECTIONS AND EXTENSIONS INSTALLED.E.

LOCATION AND REFERENCE NUMBER OF EACH PILE. D.

DATE AND TIME OF INSTALLATION.C.

NAME OF CONTRACTOR'S FOREMAN OR REPRESENTATIVE WHO WITNESSED THE INSTALLATION.B.

PROJECT NAME AND/OR LOCATION.A.

LIMITED TO THE FOLLOWING:

WRITTEN INSTALLATION RECORDS SHALL BE OBTAINED FOR EACH HELICAL PILE. THESE RECORDS SHALL INCLUDE, BUT ARE NOT 11.

CONNECTION DEVICES SHALL BE CAPABLE OF SAFELY TRANSFERRING THE STRUCTURAL LOADS TO THE HELICAL PILE.

CHANNEL AS DETERMINED BY THE SPECIALTY FOUNDATION ENGINEER AND APPROVED BY THE CONTRACTING OFFICER. THESE

THE HELICAL PILE SHALL BE CONNECTED TO THE STRUCTURE USING AN APPROVED STEEL BRACKET OR SLAB SUPPORTING 10.

CONTRACTING OFFICER'S APPROVAL. THE LATTER OPTION MAY REQUIRE THE RELOCATION OF ADJACENT PILES.

REMOVING THE OBSTRUCTION, IF POSSIBLE, OR RELOCATING THE PILE WITH BOTH THE SPECIALTY FOUNDATION ENGINEER'S AND

IF UNDERGROUND OBSTRUCTIONS ARE ENCOUNTERED DURING INSTALLATION, THE CONTRACTOR SHALL HAVE THE OPTION OF 9.

MUST BE APPROVED BY THE CONTRACTING OFFICER.

HELICAL PILES SHALL BE INSTALLED AS SHOWN ON THE SPECIALTY FOUNDATION ENGINEER'S PLAN. ALL CHANGES IN PILE LOCATION 8.

WITNESS PILE INSTALLATION.

PILES MUST BE INSTALLED BY A FACTORY CERTIFIED INSTALLER. A CERTIFIED TECHNICIAN MUST BE ON SITE AT ALL TIMES TO

ALL PILES SHALL BE PATENTED HELICAL PILES AND APPURTENACNES EQUAL TO AB CHANCE OR APPROVED EQUAL. ALL HELICAL 7.

TAKEN TO NOT HARM THE EXISTING STRUCTURE OR SURROUNDINGS.

ALL EQUIPMENT USED MUST BE SUITED FOR THE SITE CONSTRAINTS, CLOSE QUARTERS TO EXISTING BUILDINGS. CARE MUST BE 6.

THE INSTALLER MUST HAVE A MINIMUM OF 5 YEARS EXPERIENCE IN INSTALLING A HELICAL PILE SYSTEM.5.

MINIMUM INSTALLED TORQUE SHALL BE DETERMINED BY THE SPECIALTY FOUNDATION ENGINEER.D.

HELICAL PILES SHALL HAVE A MINIMUM INSTALLED DEPTH OF 10'C.

FOUNDATION ENGINEER.

HELICAL PILE SHALL BE 1½" SQUARE SHAFT WITH 8", 10", OR 12" DIAMETER HELIX AS DETERMINED BY THE SPECIALTY B.

ULTIMATE AND WORKING LOADS AS SCHEDULED. A.

MINIMUMS SHALL BE EXCEEDED, BUT IN NO CASE SHALL THEY BE LESS THAN MINIMUM.

THE FOLLOWING ARE MINIMUM REQUIREMENTS THAT MUST BE MET. THE SPECIALTY FOUNDATION ENGINEER SHALL DETERMINE IF THE 4.

REQUIRED TORQUE TO OBTAIN THE ULTIMATE CAPACITY SCHEDULED.

LOADS. THE SPECIALLY FOUNDATION ENGINEER SHALL DETERMINE THE TOTAL LENGTH OF PILE, NUMBER AND SIZE OF HELIX, AND

THE HELICAL PILE TO THE CONCRETE PILE CAPS. THE DESIGN SHALL BE BASED ON THE SCHEDULED ULTIMATE AND WORKING

SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW PRIOR TO INSTALLATION. THE DESIGN SHALL INCLUDE THE CONNECTION OF

ENGINEER SHALL BE TERMED THE SPECIALLY FOUNDATION ENGINEER. A COMPLETE SET OF SEALED CALCULATIONS SHALL BE

CAROLINA WITH A MINIMUM OF 5 YEARS EXPERIENCE IN THE DESIGN OF HELICAL PILE FOUNDATION SYSTEMS. THIS SPECIALTY

THE HELICAL PILE DESIGN SHALL BE COMPLETED BY A SPECIALTY PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NORTH 3.

INSTALLATION OF HELICAL PILES.

ENGINEERING CALCULATIONS AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER PRIOR TO ANY 2.

A HELICAL PILE FOUNDATION SYSTEM SHALL BE DETAILED AND CONSTRUCTED BY A SPECIALTY FOUNDATION CONTRACTOR.1.

SHALL BE REPAIRED. EXTENT OF DEFECTIVE AREA TO BE DETERMINED BY THE STRUCTURAL ENGINEER.

DEFECTIVE AREAS IN CONCRETE INCLUDING, BUT NOT LIMITED TO, HONEY-COMBING, SPALLS, AND CRACKS WITH WIDTHS EXCEEDING 0.01 INCH6.

EXCEPT THOSE SHOWN ON THE STRUCTURAL DRAWINGS.

CONSTRUCTION JOINT LOCATIONS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. NO HORIZONTAL CONSTRUCTION JOINTS ARE PERMITTED5.

FOR LOCATION OF FLOOR FINISHES AND SLAB DEPRESSIONS.

REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, CLIPS OR GROUNDS REQUIRED TO BE ENCASED IN CONCRETE AND4.

ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES, ACCESSORIES, ETC.

PIPES OR DUCTS SHALL NOT EXCEED ONE-THIRD THE SLAB OR WALL THICKNESS UNLESS SPECIFICALLY DETAILED. SEE MECHANICAL AND3.

3,000 PSI, 0.50 W/C RATIO, NON-AIRPILE CAPS

NORMAL WEIGHT STRUCTURAL CONCRETE:2.1.

CONCRETE SHALL HAVE THE FOLLOWING MINIMUM SPECIFIED 28-DAY COMPRESSIVE STRENGTH:2.

CONCRETE WORK SHALL CONFORM TO ACI 318 AND CRSI STANDARDS.1.

A N

In s p e c t n o p y

C A e s a g h s .d g

N O

Project Manager:

Drawn By: Checked By:

Date Issued:

Project Number: File Name:

Drawing Number:

REVISIONS

NO. DATE DESCRIPTION REV. CK'D

M.W.T. W.D.B. III

office: 704.334.6436 www.bergmannpc.com

Charlotte, NC 28202

500 N. Tryon St.

Architectural Associates, Inc.

any form without written permission from Bergmann drawings and documentation may not be reproduced in

704.333.3122

704.527.2112

1347 Harding Place, Suite 201

Charlotte, NC 28204

Charlotte, NC 28209

Bulla Smith Design Engineering

NC Certificate of Licensure C-3232

NC Certificate of Licensure C-52852

NC Certificate of Licensure C-2848

08/30/2017

Civil and Structural Engineer:

CHERYL WALKER, FAIA

Ward GriffinMcKnight Smith

Electrical Engineer:

Engineers

4223 South Blvd.

Inspection Area

CNS Covered Vehicle

AIR NATIONAL GUARD

NORTH CAROLINA

DOCUMENTS

100% TYPE B

A Stanley D. Lindsey and Assoc., Ltd. Office

BSDE: 17092

BERG. 012056.00

FJRP092002

NCANG Project No.

Charlotte, NC

Air National Guard

North Carolina

Section17 18Plan Detail: Pile Cap ’PC1’

S200 and Details

Foundation Plan

3/4" = 1’-0" " = 1’-0"3/4

12 1/8" = 1’-0"Canopy Foundation Plan

PLAN NOTES

PC1

TOP OF PILE CAP ELEVATIONS SHOWN IN ( ) ARE ACTUAL ELEVATIONS. RE: CIVIL.4.

INDICATES PILE CAP. SEE DETAIL THIS SHEET.3.

SEE S100 FOR STRUCTURAL NOTES.2.

SEE CIVIL DRAWINGS FOR PAVING, DRAINAGE, AND TOPOGRAPHY INFO.1.

MARK SERVICE ULTIMATE

HP-1 20 40

HELICAL PIER SCHEDULE

HP-##

T & C CAPACITY (KIPS)

110’-2"

14’-0"22’-0"32’-2"42’-0"

A N

In s p e c t n o p y

C A e s a g h s .d g n

A U

Project Manager:

Drawn By: Checked By:

Date Issued:

Project Number: File Name:

Drawing Number:

REVISIONS

NO. DATE DESCRIPTION REV. CK’D

M.W.T. W.D.B. III

office: 704.334.6436 www.bergmannpc.com

Charlotte, NC 28202

500 N. Tryon St.

Architectural Associates, Inc.

any form without written permission from Bergmann drawings and documentation may not be reproduced in

704.333.3122

704.527.2112

1347 Harding Place, Suite 201

Charlotte, NC 28204

Charlotte, NC 28209

Bulla Smith Design Engineering

NC Certificate of Licensure C-3232

NC Certificate of Licensure C-52852

NC Certificate of Licensure C-2848

08/30/2017

Civil and Structural Engineer:

CHERYL WALKER, FAIA

Ward GriffinMcKnight Smith

Electrical Engineer:

Engineers

4223 South Blvd.

Inspection Area

CNS Covered Vehicle

AIR NATIONAL GUARD

NORTH CAROLINA

DOCUMENTS

100% TYPE B

A Stanley D. Lindsey and Assoc., Ltd. Office

BSDE: 17092

BERG. 012056.00

FJRP092002

NCANG Project No.

Charlotte, NC

Air National Guard

North Carolina

(6 .0

(6 .5

(6 .0

(6 .5

RE: ARCH.

OUTLINE OF CANOPY ABOVE

GUARD BUILDING

EXISTING

PC1 PC1 PC1 PC1

PC1

PC1 PC1

PC1PC1

RE: CIVIL

EXISTING CURB

RE: CIVIL

EXISTING CURB

RE: CIVIL

EXISTING CURB

RE: CIVIL

EXISTING CURB

LOCATION & ELEVATION.

RE: CIVIL. FIELD VERIFY

EXISTING STORM LINE.

CLEAR DISTANCE TO PIPE.

AS REQ’D TO MAINTAIN LARGEST

ROTATE PILE GROUP & PILE CAP

LOCATION & ELEVATION.

RE: CIVIL. FIELD VERIFY

EXISTING STORM LINE.

HP-1

3" CLR

& MINIMUM DESIGN LOADS.

HELICAL PILE: RE: PLAN FOR SPACING

R G

A G

PILE CAP BEAM DEPTH - 6"

MINIMUM GAGE SHALL BE:

NOTE:

1’-6

’-0

1’-0" 1’- 0"

RE: CIVIL

GRADE

R E

P L

A N

T O

E V

1’-6"1’-6"

3’-0"

1’- 0" 1’-0"

COLUMN & BASEPLATE

PRE-ENGINEERED CANOPY

MANUFACTURER.

BOLT PATTERN BY CANOPY

W/ PL WASHER BTW’N.

12" MIN EMBED. 2-HEX NUTS

(H.D. GALV.)

MIN 4-� DIA ANCHOR RODS.

BY CANOPY DESIGNER

GROUT AS REQ’D

TOP OF PIERS

2-#6 CONT OVER

3" CLR

& MINIMUM DESIGN LOADS.

HELICAL PILE: RE: PLAN FOR SPACING

R G

A G

PILE CAP BEAM DEPTH - 6"

MINIMUM GAGE SHALL BE:

NOTE:

1’-6

’-0

1’-0" 1’- 0"

RE: CIVIL

GRADE

R E

P L

A N

E V

1’-6"1’-6"

3’-0"

1’- 0" 1’-0"

COLUMN & BASEPLATE

PRE-ENGINEERED CANOPY

MANUFACTURER.

BOLT PATTERN BY CANOPY

W/ PL WASHER BTW’N.

12" MIN EMBED. 2-HEX NUTS

(H.D. GALV.)

MIN 4-� DIA ANCHOR RODS.

BY CANOPY DESIGNER

GROUT AS REQ’D

TOP OF PIERS

2-#6 CONT OVER

RE: DETAIL

EACH WAY TOP & BOTT.

W/ 180d HOOK E.E.

#5 @ 6" O.C. MAX

CAPACITY OF HELICAL PIER.

DEVELOP FULL TENSION

HELICAL ANCHORAGE TO

(TYP)

A301

A101

PLAN

1/8" = 1'-0"

A101

SECTION AT DUCTLESS SPLIT

N.T.S.

GH103

STORAGE

REESTABLISH CONTROLS AS REQUIRED.

ALIGN W/

ROOF

RIDGE

EXISTING

GATE HOUSE

MEDIAN

CENTERLINE

EXISTING

DRIVEWAY

EXISTING

DRIVEWAY

EXISTING

SIDEWALK

EXISTING

CURBS

EXISTING

CURBS

RELOCATE MIRROR FROM ADJACENT POLE,

COORDINATE W/ CONTRACTING OFFICER

TOP OF DOOR

ALIGN WITH

PTAC-1

GRADE FLOOR

REF. PIPES

FROM AH-1

W A

AH-1

EXISTING

HP-1 (CARRIER)

TO BE

RELOCATED

RELOCATED HP-1

EXISTING PVC CONDUIT -

MODIFY/EXTEND AS REQUIRED

FOR NEW UNIT LOCATION

4"TK.

CONC. PAD

AS SHOWN ON

ARCHITECTURAL PLANS

REMOVE EXISTING REFRIGERANT

PIPE FROM AH-1 TO HP-1 AND

INSTALL NEW PRECHARGED INSULATED LINE

SET (MFG. SUPPLIED) TO CONNECT UNITS.

RECLAIM EXISTING REFRIGERANT.

EXISTING PVC TO BE

REVISED AS REQUIRED.

RELOCATE HVAC

UNIT AWAY FROM

COLUMN FOOTING,

SEE DETAIL

2/A101

118'-2"

'-0

-0

4' -0

'-1

0" 4'

-0

4' -0

4'-0" 42'-0" 32'-2" 22'-0" 14'-0" 4'-0"

-0

4'-0"36'-0"4'-0"

4'-0

45°

14'-0"

±4'-0"

Project Manager:

Drawn By: Checked By:

Date Issued:

Project Number: File Name:

Drawing Number:

NC Certificate of Licensure C-52852 500 N. Tryon St.

Charlotte, NC 28202 office: 704.334.6436 www.bergmannpc.com

Civil Engineer | Structural Engineer:

Bulla Smith Design Engineering NC Certificate of Licensure C-1863 1347 Harding Place, Suite #201 Charlotte, NC 28204 704.333.3122

Electrical Engineer:

McKnight Smith Ward Griffin Engineers Inc.

NC Certificate of Licensure C-2848 4223 South Blvd Charlotte, NC 28209 704.527.2112

08/30/17

100% TYPE B

DOCUMENTS

CNS Covered Vehicle Inspection Area

NORTH CAROLINA

AIR NATIONAL GUARD

AH CW

08/30/17

012056.01

A101

Plan

North Carolina Air National Guard

Charlotte, NC NCANG Project No.

FJRP092002

EXTERIOR COLOR NOTE

1. PAINT: PPG UC43350 "BONE WHITE" - EXPOSED COLUMNS, STRUCTURE,

CONDUIT, SOFFITS, AND FACIA

GENERAL COLOR NOTE

1. MANUFACTURER'S NAME AND STOCK NUMBER ARE PROVIDED TO IDENTIFY THE

PATTERN, COLOR, AND TEXTURE DESIRED. OTHER MANUFACTURER'S PRODUCTS

MEETING THE REQUIREMENTS SPECIFIED AND HAVING SIMILAR PATTERN, COLOR AND

TEXTURE MAY BE ACCEPTABLE.

1 2 3 5

E D A

4 3 2 1

A D E

A301

EAST ELEVATION

1/8" = 1'-0"

A301

SOUTH ELEVATION

1/8" = 1'-0"

A301

NORTH ELEVATION

1/8" = 1'-0"

A301

WEST ELEVATION

1/8" = 1'-0"

EXISTING GATE HOUSE

COLUMN (TYP.)

ROOF PANELS

BEYOND

EXISTING

GATE HOUSE

ROOF PANELS

BEYOND

COLUMN (TYP.)

EXISTING

GATE HOUSE

ROOF PANELS

BEYOND

ROOF PANELS

BEYOND

EXISTING GATE HOUSE

COLUMN (TYP.)

COLUMN BEYOND

COLUMN

BEYOND

COLUMN BEYOND

'-6

O M

H E

S T

O N

'-6

M H

E S

'-6

M H

E S

N 4'

-0

4' -0

'-6

O M

H E

S T

O N

4' -0

C B

Project Manager:

Drawn By: Checked By:

Date Issued:

Project Number: File Name:

Drawing Number:

NC Certificate of Licensure C-52852 500 N. Tryon St.

Charlotte, NC 28202 office: 704.334.6436 www.bergmannpc.com

Civil Engineer | Structural Engineer:

Bulla Smith Design Engineering NC Certificate of Licensure C-1863 1347 Harding Place, Suite #201 Charlotte, NC 28204 704.333.3122

Electrical Engineer:

McKnight Smith Ward Griffin Engineers Inc.

NC Certificate of Licensure C-2848 4223 South Blvd Charlotte, NC 28209 704.527.2112

08/30/17

100% TYPE B

DOCUMENTS

CNS Covered Vehicle Inspection Area

NORTH CAROLINA

AIR NATIONAL GUARD

AH CW

08/30/17

012056.01

A301

Elevations

North Carolina Air National Guard

Charlotte, NC NCANG Project No.

FJRP092002

A601

REFLECTED

CEILING PLAN

1/8" = 1'-0"

LIGHT FIXTURES, TYP.

-SEE ELECTRICAL

CAMERA CONNECTIONS

-SEE ELECTRICAL

Project Manager:

Drawn By: Checked By:

Date Issued:

Project Number: File Name:

Drawing Number:

NC Certificate of Licensure C-52852 500 N. Tryon St.

Charlotte, NC 28202 office: 704.334.6436 www.bergmannpc.com

Civil Engineer | Structural Engineer:

Bulla Smith Design Engineering NC Certificate of Licensure C-1863 1347 Harding Place, Suite #201 Charlotte, NC 28204 704.333.3122

Electrical Engineer:

McKnight Smith Ward Griffin Engineers Inc.

NC Certificate of Licensure C-2848 4223 South Blvd Charlotte, NC 28209 704.527.2112

08/30/17

100% TYPE B

DOCUMENTS

CNS Covered Vehicle Inspection Area

NORTH CAROLINA

AIR NATIONAL GUARD

AH CW

08/30/17

012056.01

A601

Reflected Ceiling Plan

North Carolina Air National Guard

Charlotte, NC NCANG Project No.

FJRP092002

Project Manager:

Drawn By: Checked By:

Date Issued:

Project Number: File Name:

Drawing Number:

MDK MPA

8.30.2017

012056.00

ELECTRICAL

PLANS &

DETAILS

E-1.DWG

8-30-2017

NC Certificate of Licensure C-52852 500 N. Tryon St.

Charlotte, NC 28202 office: 704.334.6436 www.bergmannpc.com

Civil Engineer | Structural Engineer:

NC Certificate of Licensure C-1863 1347 Harding Place, Suite #201 Charlotte, NC 28204 704.333.3122

Electrical Engineer:

NC Certificate of Licensure C-2848 4223 South Blvd Charlotte, NC 28209 704.527.2112

North Carolina Air National Guard Charlotte, NC NCANG Project No.

FJRP092002

100% TYPE B

DOCUMENTS

REVISIONS

NO. DATE DESCRIPTION REV. CK'D

Bergmann Architectural Associates, Inc.

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text

SAE

AutoCAD SHX Text

SAE

AutoCAD SHX Text

SAE

AutoCAD SHX Text

SAE

AutoCAD SHX Text

AutoCAD SHX Text REMOVE EXISTING POLE LIGHT AND MOVE TO LOCATION ON BASE AS DIRECTED BY CONTRACTING OFFICER FOR STORAGE

AutoCAD SHX Text

CCTV & FIRE ALARM

AutoCAD SHX Text

EXISTING HVAC UNIT TO BE RELOCATED

AutoCAD SHX Text J

AutoCAD SHX Text

FOR CCTV CAMERA

AutoCAD SHX Text

1"C TO STORAGE ROOM SEE 2/E100

AutoCAD SHX Text

PGA-5 VIA COLUMN JUNCTION BOX

AutoCAD SHX Text J

AutoCAD SHX Text

FOR CCTV CAMERA

AutoCAD SHX Text

1"C TO STORAGE ROOM SEE 2/E100

AutoCAD SHX Text

PGA-7 VIA COLUMN JUNCTION BOX

AutoCAD SHX Text

PULLBOX TIGHT TO UNDERSIDE OF ROOF

AutoCAD SHX Text

PGA-2,4

AutoCAD SHX Text

PGA-1,3

AutoCAD SHX Text

EXISTING PANEL PG

AutoCAD SHX Text

NEW PANEL PGA

AutoCAD SHX Text

NEW PULL BOX FOR CONDUIT ENTRY INTO PANEL PG. CUT INTO WALL.

AutoCAD SHX Text

EXISTING POLE LIGHT TO REMAIN

AutoCAD SHX Text

PGA-1 (VIA 250W LIGHTING INVERTER)

AutoCAD SHX Text

PGA-1 (VIA 250W LIGHTING INVERTER)

AutoCAD SHX Text

POWER CONDUIT FROM JCT. BOX ON UNDERSIDE OF ROOF

AutoCAD SHX Text

NEW COLUMN

AutoCAD SHX Text

COORDINATE WITH FOOTING. CONDUITS SHALL BE TIGHT AGAINST COLUMN

AutoCAD SHX Text

FIRE ALARM (1@1"C)

AutoCAD SHX Text

CCTV (2@1"C)

AutoCAD SHX Text

RECEPTACLE CONDUIT

AutoCAD SHX Text

TRENCH EXISTING PAVEMENT TO INSTALL NEW CONDUITS. (WIDTH AS NECESSARY)

AutoCAD SHX Text

EXISTING DISCONNECT SWITCH

AutoCAD SHX Text

CONNECT TO EXISTING CONDUIT. PULL NEW WIRE.

AutoCAD SHX Text

RELOCATED HVAC UNIT

AutoCAD SHX Text

LINE OF NEW CANOPY

AutoCAD SHX Text

REFER TO DETAIL 4/E100 FOR CONDUIT ENTRANCE

AutoCAD SHX Text

CUT AND PATCH EXISTING CONCRETE WALK TO INSTALL NEW CONDUITS

AutoCAD SHX Text

EXISTING PANEL PG

AutoCAD SHX Text

NEW PANEL PGA

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text

NEW DIMMER SWITCHES FOR CANOPY LIGHTING CONTROL

AutoCAD SHX Text

LIGHTING CONTROL CABINET "ELC"

AutoCAD SHX Text

(2) 250W LIGHTING INVERTERS (STACKED)

AutoCAD SHX Text

LINE OF NEW CANOPY

AutoCAD SHX Text

TERMINATE CCTV AND F/A CONDUITS HERE

AutoCAD SHX Text

NEW COLUMN

AutoCAD SHX Text

RUN CONDUIT UP TO ROOF

AutoCAD SHX Text

AutoCAD SHX Text GENERAL LIGHTNING PROTECTION NOTES: 1. CONTRACTOR SHALL VERIFY NO DEAD END CONDUCTOR IS GREATER THAN 16'-0". 2. DOWN CONDUCTORS AND GROUND RODS SHOWN ARE A MINIMUM. INSTALLATION SHALL COMPLY WITH NFPA 780. 3. BOND TO ROOFTOP MECHANICAL EQUIPMENT.

AutoCAD SHX Text

LIGHTNING PROTECTION LEGEND:

AutoCAD SHX Text AIR TERMINAL - 1/2" DIAMETER, 18" HIGH, COPPER GROUND ROD CONNECTION TO LOOP CONDUCTOR MAIN (ROOF AND DOWN) CONDUCTOR - 115.080 MCM (28 STRAND 14 AWG, 375 POUNDS PER 1000 FEET) SMOOTH WEAVE COPPER

AutoCAD SHX Text INSTALL LIGHTNING PROTECTION SYSTEM WITH CLASS (1 OR 2) MATERIALS MINIMUM AS REQUIRED BY NFPA 780.

AutoCAD SHX Text BOND LIGHTNING PROTECTION SYSTEM TO BUILDING STEEL AS REQUIRED BY NFPA 780 WITH MAIN CONDUCTOR CABLE.

AutoCAD SHX Text

BOND ALL PROTRUDING METAL OBJECTS AS REQUIRED BY NFPA 780.

AutoCAD SHX Text NOTES (APPLY TO ALL PLAN SHEETS THIS PAGE): : REMOVE EXISTING LIGHT POLE AND TURN IT OVER TO THE OWNER. DELIVER IT TO THE LOCATION (ON THE BASE) AS DIRECTED BY THE CONTRACTING OFFICER. IF STORED OUTSIDE, PROTECT ANY PARTS THAT MIGHT BE DAMAGED BY EXPOSURE TO THE WEATHER WITH PLASTIC OR OTHER ACCEPTABLE MATERIAL. PROVIDE A SUITABLY SIZED GASKETED ALUMINUM BOX OVER EXISTING ANCHOR BOLTS (WHERE POLE WAS REMOVED) AND EXISTING CONDUITS. RECONNECT CONDUCTORS AT BASE OF POLE AFTER POLE HAS BEEN REMOVED. TURN CONDUIT UP AGAINST NEW CANOPY POLE AND RUN UP TO LEVEL WHERE LIGHTS ARE LOCATED. PAINT CONDUIT TO MATCH CANOPY COLUMN. ALL CONDUIT SHALL BE IMC WITH THREADED COUPLINGS. PROVIDE A 20A DUPLEX RECEPTACLE WITH G.F.C.I. PROTECTION IN A CAST BOX WITH A "IN USE" WEATHERPROOF COVER MOUNTED TO NEW COLUMN 18" ABOVE FINISHED GRADE. RUN CONDUIT UP COLUMN TO ROOM AS SHOWN. PROVIDE A SUITABLY SIZED CAST METAL PULL BOX TIGHT TO UNDERSIDE OF ROOF TO COLLECT ALL POWER CONDUITS. PROVIDE GASKETED COVER AND MOUNT SECURELY TO UNDERSIDE OF ROOF DECK. RUN ONE (1) 1" CONDUIT WITH CIRCUITS PGA-1,3,5,7 BACK TO PANEL PGA - UTILIZE #10 WIRE. THE EXISTING FIRE ALARM ANTENNA WILL BE RELOCATED FROM ROOF OF GATE HOUSE TO NEW CANOPY ROOF AS INDICATED. RUN 1"C FROM FIRE ALARM TRANSMITTER IN STORAGE (GH103) TO THE NEW LOCATION ON THE CANOPY ROOF. PROVIDE NEW COMPATIBLE CABLE AND GROUNDING. CABLE MUST COMPLY WITH MONACO REQUIREMENTS. CONTRACTOR SHALL PROVIDE TWO (2) 4" SQUARE CAST BOXES UNDER NEW CANOPY FOR CCTV CAMERA. BOX FOR CAMERA SHALL HAVE A BLANK GASKETED COVER. BOX FOR POWER SHALL HAVE A G.F.C.I. PROTECTED DUPLEX RECEPTACLE WITH "IN USE" WEATHERPROOF COVER, UNLESS DIRECTED OTHERWISE BY CAMERA INSTALLER. MOUNT BOXES 6" APART AND RUN CONDUITS THROUGH ROOF AND DOWN COLUMN AS INDICATED. THIS ARRANGEMENT OCCURS AT TWO (2) LOCATIONS - "IN" LANE AND "OUT" LANE. EXACT LOCATIONS OF THESE BOXES SHALL BE COORDINATED WITH THE CONTRACTING OFFICER. PROVIDE NEW SWITCHING IN OFFICE (GH101) AS INDICATED. CUT BOX INTO WALL SO THAT PLATE IS FLUSH WITH WALL. ROUTE DOWN CONDUCTOR IN 1 1/4" CONDUIT DOWN COLUMN TO BELOW GRADE. ROUTE CIRCUIT VIA EXTERIOR LIGHTING CONTROL CABINET "ELC". REFER TO DETAIL FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text

AutoCAD SHX Text E100

AutoCAD SHX Text

%%UPLAN - NEW CANOPY

AutoCAD SHX Text

SCALE: 1/8" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text E100

AutoCAD SHX Text

%%UPLAN - EXISTING GATE HOUSE

AutoCAD SHX Text

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

AutoCAD SHX Text

AutoCAD SHX Text E100

AutoCAD SHX Text

%%UPARTIAL POWER RISER DIAGRAM

AutoCAD SHX Text

SCALE: NOT TO SCALE

AutoCAD SHX Text

EXISTING FLUSH MOUNTED PANEL 208Y/120V, 3PH, 4W

AutoCAD SHX Text

PROVIDE FEED-THRU LUGS IN EXISTING PANEL

AutoCAD SHX Text

PGA

AutoCAD SHX Text CUT IN PULL BOX TO ALLOW TRANSITION FROM EXISTING FLUSH PANEL PG TO NEW SURFACE PANEL PGA.

AutoCAD SHX Text 4#6,1#10G,1"C

AutoCAD SHX Text

NEW SURFACE PANELBOARD. SEE SCHEDULE, THIS SHEET.

AutoCAD SHX Text

CONDUITS TO PANEL, FIRE ALARM, ETC.

AutoCAD SHX Text

INCOMING CONDUITS

AutoCAD SHX Text CAST "LB" FITTING. MOUNT AS LOW AS POSSIBLE ABOVE INTERIOR FLOOR LEVEL TO MINIMIZE AMOUNT OF CONDUIT SEEN ON THE EXTERIOR OF THE BUILDING.

AutoCAD SHX Text

CAST "LB" FITTING

AutoCAD SHX Text

AutoCAD SHX Text E100

AutoCAD SHX Text

%%UDETAIL - CONDUIT ENTRANCE

AutoCAD SHX Text

SCALE: NOT TO SCALE

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text R

AutoCAD SHX Text K

AutoCAD SHX Text P

AutoCAD SHX Text T

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text O

AutoCAD SHX Text P.

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text 12490

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCA…

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