W912QR24R0011_Plans-0001.pdf

PDF 7 MB Posted Mar 5, 2024

Attached to: Army Reserve Center in Asheville, NC Design Bid Build
Solicitation number: W912QR24R0011
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Mar 5, 2024

This solicitation is for the design and construction of an Army Reserve Center and associated facilities in Asheville, North Carolina. Key details include the construction of an Army Reserve Center building totaling 31,637 square feet, a Vehicle Maintenance Shop of 9,781 square feet, and an Unheated Storage Building of 1,500 square feet. Additional site work includes utilities, paving, lighting, drainage and landscaping. The contract value is estimated to exceed $10 million. The delivery method is design-bid-build, with a construction duration of 720 calendar days from notice to proceed. The solicitation will utilize full and open competition and a best value source selection. Proposals are due by January 15, 2023 and are to be submitted through the Procurement Integrated Enterprise Environment Solicitation Module. The North American Industry Classification System code is 236220.

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Other files

File	Type	Posted
W912QR24R0011_Plans-0003.pdf	PDF	Apr 15, 2024
W912QR24R0011_Specs-0003.pdf	PDF	Apr 15, 2024
W912QR24R0011_Specs-0002.pdf	PDF	Mar 15, 2024
W912QR24R0011_Plans-0002.pdf	PDF	Mar 15, 2024
W912QR24R0011_Specs-0001.pdf	PDF	Mar 5, 2024
Site Visit Attendee List_ FEBRUARY 2024.pdf	PDF	Feb 20, 2024
W912QR24R0011_Plans_Vol2-0000.pdf	PDF	Feb 7, 2024
W912QR24R0011_Plans_Vol3-0000.pdf	PDF	Feb 7, 2024
W912QR24R0011_Specs_Vol3-0000.pdf	PDF	Feb 7, 2024
JA_JohnsonControls-FullySigned_Redacted.pdf	PDF	Feb 7, 2024
W912QR24R0011_Specs_Vol2-0000.pdf	PDF	Feb 7, 2024
JA_DukeEnergy-FullySigned_Redacted.pdf	PDF	Feb 7, 2024
W912QR24R0011_Plans_Vol1-0000.pdf	PDF	Feb 7, 2024
JA_DominionEnergy-FullySigned_Redacted.pdf	PDF	Feb 7, 2024
W912QR24R0011_Plans_Vol4-0000.pdf	PDF	Feb 7, 2024
W912QR24R0011_Specs_Vol1-0000.pdf	PDF	Feb 7, 2024

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of Engineers

US Army Corps

(FOR R/W, SEE NOTE #15)

CREST ROAD (SR 1803)

P E

D T V P P

P P

G U

P P

G P

G U

P P

G U

P P

G U

P P

ELEV.=2189.27'

E=986540.50

N=578245.91

#103 RB&C

ELEV.=2,173.31'

E=986530.04

N=577987.96

#100 RB&C SET

ELEV.=2151.87'

E=986489.32

N=579472.08

#150 RB&C SET

W M

VIC

W V

T P E

T V

P E

F O

T V

A M

F O

C T

M H

W V

DISK

R/W

DISK

R/W

295.16'S35°23'16"W77.31'

S36°18'13"W

COR

0- 2)

N06 °1 0'

N °2

O R

S °5

COR 100-5

1/2" IPF

(0.20' AG)

(B E

N T

F L U S

M N S

COR 100-5-1

RBS W/USACE ALUM CAP

O R

O T

A L

S °4

C O

(0 .7

A G

C O

COR 100-4-2

RBS W/USACE ALUM CAP

COR 100-4-1

RBS W/USACE ALUM CAP

O R

O T

A L

N °4

COR

0- 5)

3.7

(TOTAL)

N14 °35 '43

0.9

8.7

4.0

9' 6 .4

R B S

U S

L U

46.25'

S52°58'01"W

' MBL

M B

(F L U S

R B F

(TI

LIN

6.8

N14 °35 '19

COR 100-9

PIN: 9587690356

PLAT CAB A SLIDE 183A

DB 1157 PG 751

BOYD L. HYDER

N/F

PIN: 9587680446

DB 700 PG 854

JEFFREY C. JUSTUS

N/F

PIN: 9587684452

MB 2004 SLIDE 4865 (TRACT 1)

DB 1173 PG 1

WENDY HILL-RAMEY

BOBBY JOE RAMEY JR., AND WIFE

N/F

ELEV.=2158.69'

E=9866489

N=5793156

RR SPIKE 15" POPLAR

#33 TBM

ELEV.=2170.98'

E=986973.69

N=579228.19

#130 RB&C

ELEV.=2186.37'

E=9864334

N=5788834

RR SPIKE IN 25" OAK

#32 TBM

ELEV.=2175.29'

E=986311.49

N=578952.98

#112 RB&C

ELEV.=2205.78'

E=986856.70

N=578530.20

#147 RB&C

E L E

E .4

N .8

ELEV.=2183.53'

E=987359

N=578939

IN 18" POPLAR

RR SPIKE

#34 TBM

ARC LENGTH=217.51', R=2065.79'

217.41'

CH=S38°24'15"W

(F L U S

R B F

ELEV.=2198.33'

E=986613

N=578268

12" SWEET GUM

RR SPIKE IN

#31 TBM

R .7

A R C

N G

C H S °1 '3

1876.45', ARC LEN

GTH

157.98'

157.94'

S69°42'14"W

R=654.19', ARC LENGTH=163.56'

163.13'

CH=S60°07'46"W

R=671.75', ARC LENGTH=195.34'

194.65'

CH=S44°38'11"W

C O

N C

A D

C O

E .3

N .0

N A D

O R

A T E S

M N S

P O

C O

(L O

C A L

N T R

O L

S °0

S °2

N °2

E L E

E .0

N .1

B Y

N C

35' MBL

E L E

V .8

A V D

E .0

N .4

N A D

N G S

E N

ELEV.=2198.60'

E=987129.17

N=578249.21

#2 GPS

ELEV.=2184.89'

E=987346.05

N=578595.89

#139 RB&C SET

(LOCALIZED GROUND TO GRID)

COMBINED FACTOR=0.999773009

ELEV.=2188.63'

E=986820.600

N=578047.869

NAD 83/2011

NC GRID COORDINATES

#3 GPS SITE CONTROL

REBAR WITH JKA CAP

ELEV.=2197.37'

E=986611.78

N=578702.15

#111 RB&C

PROPERTY

SETB

ACK

S Y

P O

R P

KCABTES

REPORP

KCABTES YTREPORP

K C

A B

R E

P O

R P

K C

A B

R E

P O

R P

K C

A B

R E

P O

R P

KCABTES YTREPORP

K C

A B

R E

P O

R P

E L

T F

COR 100-5-2

RBS W/USACE ALUM CAP

COR 100-5-3

RBS W/USACE ALUM CAP

COR 100-5-4

RBS W/USACE ALUM CAP

COR 100-5-5

RBS W/USACE ALUM CAP

C O

U S

C O

U S

COR 100-1-4

RBS W/USACE ALUM CAP

COR 100-1-3

RBS W/USACE ALUM CAP

COR 100-2-1

RBS W/USACE ALUM CAP

COR 100-10

COR 100-11

G A T E

S T E

T E

S C

H O

O L

U P

W A R

E L E

M E

N T A R

COR 100-4

(BESIDE STONE)

(0.20' AG)

(0 .3

A G

C O

(0.20' AG)

COR 100-3

3/4" IAF

COR 100-8

R B F

(F L U S

C O

(0.20' AG)

COR 100-2

3/4" IPF

COR 100-13

COR 100-

N °0

N °1

T R

A S

POST

R/W

N °1

N °3

ELEV.=2163.45'

E=986652.88

N=579511.01

#5 GPS

72" CHLK FENCE

(S R

LMET

ROAD

(FO

C R E S T

R O

(FOR R/W, SEE NOTE #15)

CREST ROAD (SR 1804)

(FOR R/W, SEE NOTE #15)

CREST ROAD (SR 1804)

C H

O O

P R

A D

C H

O O

P R

A D

C H

O O

P R

A D

(DOG PEN)

48" WIRE FENCE

PEN)

NCE

(DOG PEN)

48" WIRE FENCE

T H

COR 100-12

C O R

C P

CERTIFIED FINAL SUBMITTAL

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A S

H E

C S .d g n

A N

S I

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

E N

A M

2 3 4 5 6 7 8 9 10

S O

A T

N N

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C A

T E

G O

R Y C

O D

D E

S C

L O

L E

K E

N T

U C

K Y

P P ro je c ts \0

A D

S h e e ts \0

C iv il \A

S H

C S .d g n

-F

E B -2

L O

L E D

T R

M A

R T

U T

H E

R K

G P

U S

A R

M Y R

E S

E R

V E C

E N

C A

-7

A S

H E

L E

N O

R T

H C

A R

O L

T R

G B

G V

M S U

N H

E A

T E

D S

T O

R A

G E

H E

N S

L E

D E

N E

D B

O C

T O

B E

R E

T E

N T

RAMP

TANK

FF EL 2196.00

AREA

MKT

50' ATFP SETBACK

P O

V P

A R

POV PARKING

WASH RACK

' A

T F P S

E T

B A

C K

VMS

OPTION

VMS TWO BAY

FF EL 2191.25

' S

E C

U R

Y C

L E

A R Z

O N

10' SECURITY CLEAR ZONE

' S

E C

U R

Y C

L E

A R Z

O N

B C

C C

BBBB

BB B B B

B B

BBBBBBBB

B B B B B B B

B B B B B B

BBBBBB

D D

D D D D D D D D D D D D D D D D D D DD

D D D D

A A

ARMY RESERVE CENTER

CANOPY

SATS

BIORETENTION #3

B L

D G

S T

O R

A G

F F E

10' SECURITY CLEAR ZONE

BIORETENTION #1

(COMMON OPEN SPACE)

FLAT AREA

GRADED

R -1

CB-3

CB-4 CB-5

CB-6

CI-1

CI-2

HW-3

HW-1

HW-2

HW-5

GI-1 RS-1

GI-3

GI-4

RS-2

CB-10

CB-11

CB-12

SDMH-1

SSMH-3

SSMH-2

SSMH-9

OW-1

S S

M H -4

SSMH-15

SSMH-14

SDMH-3

CB-13CB-9 CB-14

SDMH-2

SDMH-4

CB-15

DS DS DS DS

DS DS DS DS DS

DS DS DS DS DS DS DS

GI-6

GI-7

RS-3

DS DS DS

DS DS

SDMH-5

HW-6

HW-7

SDMH-6

SDMH-7

SDMH-8

SDMH-9

COCO

CO CO

DS DS

CB-2

DS DS

CB-16

SSMH-13

SSMH-12

SSMH-1

S S

M H -6

S S

M H -5

SSMH-8

SSMH-10

SSMH-11

SSMH-7

15+00

16+0017+0018+0019+0020+00

21+

25+00 26+00 27+00 28+00 29+00 30+00 31+00 31+7731+77

PC 13+26.81

P T

P C

PT 22+30.99

PC 23+73.01

P T

P I 21+

70.48

P I 2

4+ .0

P I 1

4+ .8

P I 21+

70.48

P I 2

4+ .0

E= 62.13'

R= 150.00'

L= 235.62'

T= 150.00'

E= 987086.47

N= 579034.84

Sta= 14+76.81

CURVE # 1

E= 43.91'

R= 106.00'

L= 166.50'

T= 106.00'

E= 986632.67

N= 578427.61

Sta= 21+70.48

CURVE # 2

E= 33.14'

R= 80.00'

L= 125.66'

T= 80.00'

E= 986895.42

N= 578231.25

Sta= 24+53.01

CURVE # 3

LEGEND

MEDIUM DUTY BITUMINOUS SURFACE

HEAVY DUTY BITUMINOUS SURFACE

CONCRETE SURFACE

AGGREGATE SURFACE

CONSTRUCTION LIMITS

GRAPHIC SCALE: 1"=80'-0"

240'160'80'040'80'

GENERAL NOTES

CS101

O V

E R

A L L L

A Y

O U

T P

L A

S .H

A G

G A

R D

GEOGRAPHIC COORDINATE DATA

HORIZONTAL DATUM:

NORTH CAROLINA STATE PLANE, NAD83.

VERTICAL DATUM: NAVD88.

UNITS OF MEASURE: U.S. SURVEY FEET.

COORDINATES SHOWN IN FORMAT OF

EASTING, NORTHING AND ELEVATION.

S .C

U R

R Y

M .M

A Y

E R

BID OPTIONS

OF BOLLARDS AT DOORS AND BUILDING CORNERS.

REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION 2.

REFER TO V SERIES DRAWINGS FOR SITE SURVEY.1.

CS112CS111

CS110

REFER TO BID SCHEDULE

PAVEMENT OPTION

MEP CONCRETE

LOADING RAMP OPTION

BUILDING OPTION

UNHEATED STORAGE

VMS TWO BAY OPTION

WASHRACK OPTION

GOVERNMENT

U.S.

AREA

RESTRICTED

PROPERTY

PER DETAIL 2, SHEET CS521

STANDARD METAL SIGN POST AS

12”SQUARE MOUNTED TO A

SHALL BE 0.040” THICK ALUMINUM

PROPERTY BOUNDARY SIGN

CORNER AND EVERY 300' ALONG

AREA SIGN AT EACH PROPERTY

PROVIDE RESTRICTED

VMS OPTION

- PROVIDE AGGREGATE PAVEMENT. BASE BID

BID SCHEDULE,

CAPPED 5' FROM THE BUILDING FOOT PRINT. REFER TO

OPTION. UTILITIES TO THE VMS TO BE BASE BID AND

INDICATED ON THE DRAWINGS SHALL BE BID AS AN

- ALL WORK ASSOCIATED WITH THE VMS AS VMS OPTION 6.

PADS AS INDICATED.

CONCRETE DOOR STOOPS, AND CONCRETE EQUIPMENT

- PROVIDE AGGREGATE PAVEMENT, BASE BID

OPTION. REFER TO BID SCHEDULE.

INDICATED ON THE DRAWINGS SHALL BE BID AS AN

ASSOCIATED WITH THE CONCRETE PAVEMENT AS

- ALL WORK MEP CONCRETE PAVEMENT OPTION 5.

- PROVIDE CONCRETE PAVEMENT.BASE BID

SHALL BE BID AS AN OPTION. REFER TO BID SCHEDULE.

THE LOADING RAMP AS INDICATED ON THE DRAWINGS

- ALL WORK ASSOCIATED WITH LOADING RAMP OPTION 4.

- PROVIDE CONCRETE PAVEMENT.BASE BID

TWO BAY OPTION. REFER TO BID SCHEDULE.

ADJACENT TO THE VMS IN THE VMS BASE BID AND VMS

BID AS AN OPTION. THE WASHRACK SHALL REMAIN

WASHRACK AS INDICATED ON THE DRAWINGS SHALL BE

- ALL WORK ASSOCIATED WITH THE WASHRACK OPTION 3.

- PROVIDE AGGREGATE PAVEMENT.BASE BID

OPTION. REFER TO BID SCHEDULE,

AS INDICATED ON THE DRAWINGS SHALL BE BID AS AN

ASSOCIATED WITH THE UNHEATED STORAGE BUILDING

- ALL WORK UNHEATED STORAGE BUILDING OPTION 2.

- PROVIDE CONCRETE PAVEMENT.BASE BID

BID SCHEDULE,

THE DRAWINGS SHALL BE BID AS AN OPTION. REFER TO

THE ADDITION OF A SECOND WORKBAY AS INDICATED ON

- ALL WORK ASSOCIATED WITH VMS TWO BAY OPTION 1.

FULL SIZE 34"x22"

OF PROJECT SITE)

- EXISTING VEGETATION TO REMAIN: 4.0 ACRES (20%

- ADJACENT TO ARC: 1.38 ACRES (7% OF PROJECT SITE)

- GRADED FLAT AREA: 0.40 ACRES (2% OF PROJECT SITE)

FOR COMMON OPEN SPACE.

OF PROJECT SITE. EXCEEDS 10% ZONING REQUIREMENT

V. SITE COVERAGE - TOTAL COMMON OPEN SPACE: 29%

CONCRETE: 74,343 sf

ASPHALT: 86,680 sf

IV. SITE COVERAGE - TOTAL STREETS & PARKING: 161,023 sf

III. SITE COVERAGE - OPEN SPACE: 651,108 SF (14.95 Ac)

WASH RACK: 800 sf

STORAGE BUILDING: 1,520 sf

VMS: 12,416 sf

ARMY RESERVE CENTER: 31,386 sf

II. TOTAL BUILDING SITE COVERAGE: 46,122 sf

I. TOTAL PROJECT AREA: 897,336 SF (20.60 Ac)

(COMMON OPEN SPACE)

SPACE)

OPEN

(COMMON

E V

E D I

N A

C C

O R

D A

N C

E W

H A

M E

N D

M E

N T

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ARIMS: 200A Disposition: Maintain for 15 yrs after construction.

CERTIFIED FINAL SUBMITTAL

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A S

H E

C S .d g n

A N

S I

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

E N

A M

2 3 4 5 6 7 8 9 10

S O

A T

N N

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C A

T E

G O

R Y C

O D

D E

S C

L O

L E

K E

N T

U C

K Y

P P ro je c ts \0

A D

S h e e ts \0

C iv il \A

S H

C S .d g n

-F

E B -2

L O

L E D

T R

M A

R T

U T

H E

R K

G P

U S

A R

M Y R

E S

E R

V E C

E N

C A

-7

A S

H E

L E

N O

R T

H C

A R

O L

T R

G B

G V

M S U

N H

E A

T E

D S

T O

R A

G E

H E

N S

L E

D E

N E

D B

O C

T O

B E

CONCRETE PAVEMENT NOTES:

SURFACE

PAVEMENT

JOINT SEALER

POURED

MATERIAL

BACKER

JOINT FILLER

MATERIAL

BACKER

JOINT SEALER

POURED

SURFACE

PAVEMENT

CRACKBOTTOM

JOINT

SURFACE

PAVEMENT

JOINT SEALER

POURED

MATERIAL

BACKER

BUTTED JOINT

DOWEL @ 24" SPA.

3/4" DIA. SMOOTH

ONE END OF DOWEL

PAINT AND OIL

PAVEMENT

EXISTING

GROUT

DRILL AND

1/4"1/4"

16"

5' MIN

CS401

CS502

CS402

CS403

D /4

OR INSERT

SAWCUT

INITIAL

1/2"

NOTES:

PLANS.

OTHERWISE NOTED ON THE PAVING

AND PITCHED GUTTER, UNLESS

PROVIDED BETWEEN NORMAL GUTTER

5' LONG TRANSITIONS SHALL BE

STRUCTURES.

GUTTER ABUTS OTHER CONCRETE

POINT WHERE THE NEW CURB AND

MID-POINT OF RETURNS, AND AT ANY

EXCEED 50 FEET, AT THE ENDS AND

PROVIDED AT INTERVALS NOT TO

" EXPANSION JOINTS SHALL BE 2

OTHERWISE NOTED.

IN 10 FOOT LENGTHS, EXCEPT AS

CURB AND GUTTER TO BE CONSTRUCTED

CS403

CS404

FLARED END

PROFILE

PLAN

PROFILE

PLAN

STRAIGHT END

' R

GUTTER GUTTER

TOP OF CURBTOP OF CURB

EDGE OF PVMT. EDGE OF PVMT.

END OF CURB

CS406

BE REQUIRED FOR PORTIONS OF THIS WORK.

CONTROL AND UTILITY LOCATE PLANS MAY

(QPL). CONSTRUCTION, DESIGN, TRAFFIC

ON THEIR APPROVED QUALITY PRODUCTS LIST

APPROVED NCDOT STANDARDS AND LISTED

THE MATERIALS SHALL COMPLY WITH

CONSTRUCTION AND MATERIAL STANDARDS.

WORK ETC., SHALL COMPLY WITH NCDOT

ALL ROADWAY CONSTRUCTION, RESURFACING

TICS.

THE PAST HAVE SHOWN HIGH EXPANSION CHARACTERIS-

4. THE PAVEMENT IS CONSTRUCTED OF MATERIALS THAT IN

BY LARGE INCOMPRESSIBLE MATERIALS.

3. THE CONTRACTION JOINTS ARE ALLOWED TO BE INFILTRATED

TEMPERATURES ARE BELOW 40°F (4°C).

2. THE PAVEMENT IS CONSTRUCTED WHILE AMBIENT

BETWEEN TO CONTROL TRANSVERSE CRACKING.

(18.0 M) OR MORE) WITHOUT CONTRACTION JOINTS IN

1. THE PAVEMENT IS DIVIDED INTO LONG PANELS (60 FT

PAVEMENT EXPANSION JOINTS ARE ONLY NEEDED WHEN:

CS562 CS562 CS562

CS503 CS503

CS404

CS405

CS406

NOT TO SCALE

CONCRETE PAVEMENT DETAIL

NOT TO SCALE

JOINT DETAIL

EXPANSION

NOT TO SCALE

JOINT DETAIL

CONTRACTION

TRANSVERSE

NOT TO SCALE

JOINT DETAIL

CONSTRUCTION

DOWELED

NOT TO SCALE

JOINT DETAIL

EXPANSION

NOT TO SCALE

JOINT DETAIL

CONTRACTION

NOT TO SCALE

JOINT DETAIL

CONSTRUCTION

NOT TO SCALE NOT TO SCALE

ENDINGS DETAIL

CURB AND GUTTER

NCDOT STANDARDS

CONTRACTION JOINTS SHALL CONFORM TO

NOTE:

NOT TO SCALE

10 RIBBON CURB DETAIL

4000 PSI (MIN.)

CONCRETE BORDER

GRADE

FINISHED

DENSITY (ASTM D 1557)

LABORATORY MAXIMUM

COMPACTED TO 95% OF

12" RAW SUBGRADE

5' MIN12"

EXPANSION JOINT DETAIL

THICKEN EDGE AS SHOWN ON

AND NO CURB. AT FREE EDGE,

ABUTTING BITUMINOUS PAVEMENT

TURN EDGE DOWN WHERE

4,000 PSI COMPRESSIVE STRENGTH

8" CONCRETE PAVEMENT

SECTION 32 11 23

REFER TO SPECIFICATION

6" GRADED AGGREGATE BASE

PROVIDE CONSTRUCTION JOINT AT END OF POURS.

EXCEEDS 1.25:1. (UNLESS OTHERWISE NOTED)

SLABS AND SLABS WHERE LENGTH:WIDTH RATIO

PROVIDE 4x4-W2.9xW2.9 WWF IN IRREGULAR SHAPED

SHALL NOT EXCEED 1.25 : 1.

LENGTH OR WIDTH. RATIO FOR LENGTH TO WIDTH

INTERVALS. PANELS SHALL NOT EXCEED 15 FEET IN

PROVIDE CONTRACTION JOINTS AT REGULAR SPACED

CONCRETE STRUCTURES AND AS SHOWN ON PLANS.

WHERE CONCRETE ABUTS EXISTING OR NEW

PROVIDE EXPANSION JOINT AT ALL LOCATIONS

CURB & GUTTER DETAIL

NCDOT 846.01 - 1'-6"

1'-6"

BASE

6" GRADED AGGREGATE

(ASTM D 1557)

MAXIMUM DENSITY

OF LABORATORY

COMPACTED TO 90%

12" RAW SUBGRADE

9"9"

CS502

S .H

A G

G A

R D

S .C

U R

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P A

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M E

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12" CMP

T P E

F O

T M

BOX BTM=2156.64'

INV.OUT=2156.07' (NW)

INV.IN=2156.63' (NE)

INV.IN=2156.87' (SE)

TOP=2159.93'

SSMH

BOX BTM=2162.09'

INV.OUT=2161.41'

TOP=2165.21'

SSMH

C O

DISK

R/W

DISK

R/W

DISK

R/W

M B

BOX BTM=2149.79'

INV.IN=2148.82'

TOP=2154.09'

SSMH

DISK

R/W

35' MBL

BOX BTM=2156.32'

INV.OUT=2156.43' (S)

INV.IN=2156.32' (N)

TOP=2159.77'

DIPROPERTY

SETB

ACK

C O

G A T E

T T O

M .5

.IN

T O P .6

D I

BOX BOTTOM=2155.93'

INV.OUT=2156.70'

TOP=2159.49'

BOX BOTTOM=2157.83'

INV.OUT=2158.52'

TOP=2161.96'

BOX BOTTOM=2167.04'

INV.OUT=2167.09'

TOP=2171.68'

BOX BOTTOM=2164.73''

INV.OUT=2164.82'

TOP=2171.54'

BOX BOTTOM=2167.82'

INV.OUT=2168.66'

TOP=2172.55'

BOX BOTTOM=2157.59'

INV.OUT=2158.44' (SW)

INV.IN=2159.61' (NE)

TOP=2162.06'

P L

(E N

F O

U N

K N

O W

P U

R P

P L

B L

POST

INV.=2152.34'

C P P

R/W

V C

24"

CPP

CMP

R/W

INV.=2160.51'

B L

BOX BTM=2153.38'

INV.OUT=2152.39' (W)

INV.IN=2152.78' (SE)

INV.IN=2153.34' (CLEAN OUT)

TOP=2160.04'

SSMH

E L

B L

6" PVC

24" CMP

72" CHLK FENCE

24" CMP

B L

E L

C M

E L

B L

E L

B L

E L

B L

E L

(DOG PEN)

48" WIRE FENCE

PEN)

NCE

B L

(DOG PEN)

48" WIRE FENCE

T H

E L

A P

A T

P P

G U

P P

G P

G U

P P

G U

P P

T P E

T V

P E

F O

M B

35' MBL

PROPERTY SETBACK

P R

O P

E R

T B

A C

P R

O P

E R

T B

A C

APROXIMATE LOCATION

OF WATER WELL

E L

T F

C O

G A T E

S C

H O

O L

U P

W A R

E L E

M E

N T A R

INV.=2160.51'

C M

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD

SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD

(DOG PEN)

48" WIRE FENCE

CU111 CU112

CU110

R E

T E

N T

RAMP

TANK

FF EL 2196.00

AREA

MKT

50' ATFP SETBACK

P O

V P

A R

POV PARKING

WASH RACK

' A

T F P S

E T

B A

C K

VMS

OPTION

VMS TWO BAY

FF EL 2191.25

' S

E C

U R

Y C

L E

A R Z

O N

10' SECURITY CLEAR ZONE

' S

E C

U R

Y C

L E

A R Z

O N

B C

C C

BBBB

BB B B B

B B

BBBBBBBB

B B B B B B B

B B B B B B

BBBBBB

D D

D D D D D D D D D D D D D D D D D D DD

D D D D

A A

ARMY RESERVE CENTER

CANOPY

SATS

BIORETENTION #3

B L

D G

S T

O R

A G

F F E

10' SECURITY CLEAR ZONE

BIORETENTION #1

(COMMON OPEN SPACE)

FLAT AREA

GRADED

LEGEND

PIV

SAN

SSMH-1 SANITARY SEWER MANHOLE

CLEANOUT

PIV VALVE

GATE VALVE

FIRE HYDRANT

GAS LINE (BY OTHERS)

FIRE WATER LINE

WATER LINE

SANITARY SEWER LINE

CONSTRUCTION LIMITS

CERTIFIED FINAL SUBMITTAL

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A S

H E

C U

.d g n

A N

S I

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

E N

A M

2 3 4 5 6 7 8 9 10

S O

A T

N N

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C A

T E

G O

R Y C

O D

D E

S C

L O

L E

K E

N T

U C

K Y

P P ro je c ts \0

A D

S h e e ts \0

C iv il \A

S H

C U

.d g n

-F

E B -2

L O

L E D

T R

M A

R T

U T

H E

R K

G P

U S

A R

M Y R

E S

E R

V E C

E N

C A

-7

A S

H E

L E

N O

R T

H C

A R

O L

T R

G B

G V

M S U

N H

E A

T E

D S

T O

R A

G E

H E

N S

L E

D E

N E

D B

O C

T O

B E

R E

T E

N T

RAMP

TANK

FF EL 2196.00

AREA

MKT

50' ATFP SETBACK

P O

V P

A R

POV PARKING

WASH RACK

' A

T F P S

E T

B A

C K

VMS

OPTION

VMS TWO BAY

FF EL 2191.25

' S

E C

U R

Y C

L E

A R Z

O N

' S

E C

U R

Y C

L E

A R Z

O N

B C

C C

D D D D

A A

ARMY RESERVE CENTER

CANOPY

SATS

B L

D G

S T

O R

A G

F F E

10' SECURITY CLEAR ZONE

BIORETENTION #1

(COMMON OPEN SPACE)

FLAT AREA

GRADED

G R -1

CB-3

CB-1

CB-4 CB-5

CB-6

CI-1

CI-2

HW-3

HW-1

HW-2

GI-1 RS-1

GI-3

GI-4

RS-2

CB-7

CB-8

CB-10

CB-11

CB-12

SDMH-1

SSMH-3

SSMH-2

SSMH-9

OW-1

8" 8" 8"

10"10"

10"

10" 10"

10"10"

10"

8" 10"

6" 6"

3" 3"

S S

M H -4

10"

18"18"15"

18"18"

SSMH-15

SSMH-14

SDMH-4

CB-15

10"

DS DS DS DS

DS DS DS DS DS

DS DS DS DS DS DS DS

DS DS DS

DS DS

SDMH-5 SDMH-7

SDMH-8

SDMH-9

15"

18"

10"

RD RD RD

RD RD

R D

RD RD RD

RD RD

RDRD

R D

12" 6"6"6"6"

RDRD

8" 10"

6"8"10"

" 6"

6" 6" 6" 6"

6" 6"

6"8"

6" 8"

6" 6" 6"

10"

6" 8" 6"

10"

6" 6" 6"

6" 6"

DS DS

RDRD

8"10"12"

6"8"10"6"

CB-2

DS DS

N 578,458.904E 986,720.184

CB-16

SSMH-13

SSMH-12

8" 8"

" P

E R

" P

E R

" P

E R

" P

E R

" P

E R

" P

E R

" P

E R

" P

E R

8" PERF.

8" PERF. 8" PERF.

8" PERF.

17+00

S S

M H -6

S S

M H -5

SSMH-8

SSMH-10

SSMH-11

SSMH-7

GRAPHIC SCALE: 1"=40'-0"

120'80'40'020'40'

CU112

S .H

A G

G A

R D

GEOGRAPHIC COORDINATE DATA

HORIZONTAL DATUM:

NORTH CAROLINA STATE PLANE, NAD83.

VERTICAL DATUM: NAVD88.

UNITS OF MEASURE: U.S. SURVEY FEET.

COORDINATES SHOWN IN FORMAT OF

EASTING, NORTHING AND ELEVATION.

GENERAL NOTES

KEY MAP

S .C

U R

R Y

U T

Y P

L A

M .M

A Y

E R

CU405 CU406

CU404CU403

THESE SHEETS.

FINISHED GRADES UNLESS NOTED OTHERWISE ON

SHALL BE RAISED OR LOWERED TO MATCH THE NEW

ETC SHOWN ON CG SHEETS, ES SHEETS, AND V- SHEETS

ALL EXISTING MANHOLES, VALVE COVERS, HANDHOLES. 4.

ENERGY ACCORDINGLY.

CONTRACTOR SHALL COORDINATE WITH DOMINION

THE ARMY RESERVE CENTER AND VMS. THE

SERVICE LINES, METERS, AND REGULATORS TO BOTH

DOMINION ENERGY WILL PROVIDE NATURAL GAS 3.

PAVEMENT.

WITH FINAL PAVING TO AVOID UTILITY CUTS IN NEW

CONTRACTOR TO COORDINATE UTILITY INSTALLATION 2.

PIPING AND STRUCTURES.

REFER TO CG SERIES DRAWINGS FOR STORM DRAINAGE 1.

WATER LINE WORK

FOR CONTINUATION OF

REFER TO SHEET CU407

OFFICER.

WITH, AND APPROVED IN WRITING BY, THE CONTRACTING

BASE BID LAYOUT AND UTILITIES SHALL BE COORDINATED

IF THE “VMS TWO BAY OPTION”IS NOT AWARDED THE REVISED

SYSTEM.

BID SHALL BE RECONFIGURED TO CONNECT INTO THE STORM

AND INVERTS. THE ROOF DRAINAGE PIPING FOR THE BASE

THE DRAWINGS AS WELL AS THEIR RESPECTIVE ELEVATIONS

CB-7 AND CB-8 SHALL REMAIN AT THE LOCATION SHOWN ON

WHILE MOSTLY KEEPING THE SAME CONFIGURATION.

SHALL SHIFT TOWARDS THE VMS BASE BID ACCORDINGLY,

OPTION”. IF THE OPTION IS NOT AWARDED, THESE UTILITIES

SEWER MANHOLE) ARE SHOWN FOR THE “VMS TWO BAY

SANITARY SEWER, OIL WATER SEPARATOR, AND SANITARY

ASSOCIATED WITH THE WASH RACK (ROOF DRAINS,

BASE BID AND THE “VMS TWO BAY OPTION”. THE UTILITIES

THE DIMENSION SHOWN ON THE DRAWINGS FOR BOTH THE

THE WASHRACK SHALL REMAIN ADJACENT TO THE VMS AT

PROFILE "A"

PROFILE "C"

PROFILE "B"

FULL SIZE 34"x22"

E V

E D I

N A

C C

O R

D A

N C

E W

H A

M E

N D

M E

N T

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A P

A T

P P

G U

P P

G P

P P

G U

P P

G U

P P

G U

P P

W M

VIC

W V

BOX BTM=2156.64'

INV.OUT=2156.07' (NW)

INV.IN=2156.63' (NE)

INV.IN=2156.87' (SE)

TOP=2159.93'

SSMH

BOX BTM=2162.09'

INV.OUT=2161.41'

TOP=2165.21'

SSMH

C O

W V

DISK

R/W

DISK

R/W

DISK

R/W

' MBL

M B

BOX BTM=2149.79'

INV.IN=2148.82'

TOP=2154.09'

SSMH

DISK

R/W

PIN: 9587690356

PLAT CAB A SLIDE 183A

DB 1157 PG 751

BOYD L. HYDER

N/F

PIN: 9587684452

MB 2004 SLIDE 4865 (TRACT 1)

DB 1173 PG 1

WENDY HILL-RAMEY

BOBBY JOE RAMEY JR., AND WIFE

N/F

35' MBL

PROPERTY

SETB

ACK

OF WATER WELL

APROXIMATE LOCATION

E L

T F

G A T E

S C

H O

O L

U P

W A R

E L E

M E

N T A R

T R

A S

POST

R/W

V C

R/W

BOX BTM=2153.38'

INV.OUT=2152.39' (W)

INV.IN=2152.78' (SE)

INV.IN=2153.34' (CLEAN OUT)

TOP=2160.04'

SSMH

6" PVC

72" CHLK FENCE

(DOG PEN)

48" WIRE FENCE

PEN)

NCE

P P

G U

P P

T P E

T V

P E

F O

35' MBL

P R

O P

E R

T B

A C

SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD

CU401 CU402

CU403 CU404

CU405 CU406

R E

T E

N T

RAMP

FF EL 2196.00

AREA

MKT

50' ATFP SETBACK

P O

V P

A R

WASH RACK

' A

T F P S

E T

B A

C K

VMS

OPTION

VMS TWO BAY

FF EL 2191.25

' S

E C

U R

Y C

L E

A R Z

O N

10' SECURITY CLEAR ZONE

' S

E C

U R

Y C

L E

A R Z

O N

B C

C C

BBBB

BB B B B

B B

BBBBBBBB

B B B B B B B

B B B B B B

BBBBBB

D D

D D D D

A A

ARMY RESERVE CENTER

CANOPY

SATS

BIORETENTION #3

B L

D G

S T

O R

A G

F F E

10' SECURITY CLEAR ZONE

BIORETENTION #1

(COMMON OPEN SPACE)

FLAT AREA

GRADED

LEGEND

PIV

SAN

SSMH-1 SANITARY SEWER MANHOLE

CLEANOUT

PIV VALVE

GATE VALVE

FIRE HYDRANT

GAS LINE (BY OTHERS)

FIRE WATER LINE

WATER LINE

SANITARY SEWER LINE

CONSTRUCTION LIMITS

CERTIFIED FINAL SUBMITTAL

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A S

H E

C U

.d g n

A N

S I

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

E N

A M

2 3 4 5 6 7 8 9 10

S O

A T

N N

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C A

T E

G O

R Y C

O D

D E

S C

L O

L E

K E

N T

U C

K Y

P P ro je c ts \0

A D

S h e e ts \0

C iv il \A

S H

C U

.d g n

-F

E B -2

L O

L E D

T R

M A

R T

U T

H E

R K

G P

U S

A R

M Y R

E S

E R

V E C

E N

C A

-7

A S

H E

L E

N O

R T

H C

A R

O L

T R

G B

G V

M S U

N H

E A

T E

D S

T O

R A

G E

H E

N S

L E

D E

N E

D B

O C

T O

B E

R E

T E

N T

ETENTION #1

(COMMON OPEN SPACE)

FLAT AREA

GRADED

CI-1

CI-2

HW-3

RS-1

GI-3

GI-4

18"18"15"

CB-15

15"

8" 8"

" P

E R

" P

E R

" P

E R

" P

E R

" P

E R

" P

E R

" P

E R

" P

E R

8" PERF.

S S

M H -6

S S

M H -5

GRAPHIC SCALE: 1"=20'-0"

60'40'20'010'20'

CU406

S .H

A G

G A

R D

GEOGRAPHIC COORDINATE DATA

HORIZONTAL DATUM:

NORTH CAROLINA STATE PLANE, NAD83.

VERTICAL DATUM: NAVD88.

UNITS OF MEASURE: U.S. SURVEY FEET.

COORDINATES SHOWN IN FORMAT OF

EASTING, NORTHING AND ELEVATION.

KEY MAP

S .C

U R

R Y

M .M

A Y

E R

SHEET KEYNOTES

U T

Y P

L A

E N

L A

R G

E D

BY DOMINION ENERGY

GAS MAIN TO BE PROVIDED

CONNECTION TO EXISTING

GAS SERVICE LINE AND

WATER LINE WORK

FOR CONTINUATION OF

REFER TO SHEET CU407

20 FT PERMANENT EASEMENT

PROFILE "A"

DIRECTLY WITH HENDERSONVILLE WATER AND SEWER.

COORDINATE THE JUMPER LINE AND THE FINAL CONNECTION

PROCESS IS COMPLETE. THE CONTRACTOR SHALL

WATER & SEWER SHALL NOT BE MADE UNTIL THE CLOSEOUT

LINE. THE FINAL CONNECTION FROM HENDERSONVILLE

CONNECTION BETWEEN THE "PUBLIC" LINE AND "PRIVATE"

THE CONTRACTOR SHALL PROVIDE A TEMPORARY JUMPER

EXTENSION PLAN AND PROFILE

AND CU206 FOR WATER LINE

REFER TO SHEETS CU205

FULL SIZE 34"x22"

CU514.

BACK FLOW PREVENTER. REFER TO DETAIL 1, SHEET

13. PROVIDE ABOVE GROUND HEATED HOT BOX WITH 3"

SHEET CU510.

PROVIDE 8" GATE VALVE AND BOX. REFER TO DETAIL 1, 12.

CU514.

BACK FLOW PREVENTER. REFER TO DETAIL 1, SHEET

PROVIDE ABOVE GROUND HEATED HOT BOX WITH 8" 11.

CU505.

PROVIDE SANITARY SEWER MANHOLE. REFER TO SHEET 10.

CU201 AND CU202 FOR PLAN AND PROFILE.

PROVIDE 8" SANITARY SEWER LINE, REFER TO SHEETS 9.

RESPONSIBILITIES.

SHEET CU101 REGARDING INSTALLATION

SHEET CU513. REFER TO GENERAL NOTES 5 AND 6 ON

DELINEATION IS MORE CLEARLY DENOTED ON DETAIL 1,

DOWNSTREAM METER VAULT AND BYPASS LINE. THIS

AND THE USARC OR CUSTOMER IS LOCATED

DELINEATION BETWEEN THE CITY OF HENDERSONVILLE

THE MAINTENANCE AND SERVICE RESPONSIBILITY 8.

HYDRANT.

PROVIDE 8" WATER LINE CAP 8' BEYOND NEW FIRE 7.

REFER TO DETAIL ON SHEET CU512.

PROVIDE FIRE HYDRANT ASSEMBLY AND GATE VALVE. 6.

METER/REGULATOR AT BUILDINGS AS SHOWN.

DOMINION ENERGY GAS COMPANY TO THE

PROVIDE GAS LINE. GAS LINE TO BE INSTALLED BY 5.

REFER TO DETAIL 1, ON SHEET CU513.

VAULT SHALL HOUSE THE WATER METER AND STRAINER.

PROVIDE NEW BELOW GRADE CONCRETE VAULT. THE 4.

COVER OVER PIPE.

PROVIDE 8" FIRE WATER LINE. PROVIDE 36" MINIMUM 3.

MINIMUM COVER OVER PIPE.

PROVIDE 8" DOMESTIC WATER LINE. PROVIDE 36" 2.

MINIMUM COVER OVER PIPE.

PROVIDE 3" DOMESTIC WATER LINE. PROVIDE 36" 1.

R E

E D I

N A

C C

O R

D A

N C

E W

H A

M E

N D

M E

N T

2/29/2024 W

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CERTIFIED FINAL SUBMITTAL

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A S

H E

C U

.d g n

A N

S I

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

E N

A M

2 3 4 5 6 7 8 9 10

S O

A T

N N

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C A

T E

G O

R Y C

O D

D E

S C

L O

L E

K E

N T

U C

K Y

P P ro je c ts \0

A D

S h e e ts \0

C iv il \A

S H

C U

.d g n

-F

E B -2

L O

L E D

T R

M A

R T

U T

H E

R K

G P

U S

A R

M Y R

E S

E R

V E C

E N

C A

-7

A S

H E

L E

N O

R T

H C

A R

O L

T R

G B

G V

M S U

N H

E A

T E

D S

T O

R A

G E

H E

N S

L E

D E

N E

D B

O C

T O

B E

OTHERS.

SHALL BE INSTALLED BY

SYSTEM IS REQUIRED AND

THE BUILDING FIRE ALARM

TAMPER SWITCH WIRING TO

VALVE BY CONTRACTOR.

PROVIDED FOR EACH OS&Y

TAMPER SWITCH SHALL BE

CONCRETE SLAB MIN.

1" ABOVE GRADE

STAPLE

ANCHOR

INTERIOR

HEATER

FRONT LID SEAM

ELECTRICAL SERVICE

GAS SHOCK (TYP.)

CONTINUOUS HINGE AT

REAR

STAPLE

LIFT HANDLE (TYP.)

FRONT LID SEAM

SLAB OR FOOTER

DRAIN

(TYP.OF 2)

ANCHOR (TYP)

HEATER

FIBERGLASS ENCLOSURE

FRONT LID SEAM

REAR LID SEAM

CU403

5. ALL ENCLOSURES SHALL BE MISSION BROWN IN COLOR.

PRIOR TO ORDERING MATERIALS.

DIMENSIONS AND VERIFY MINIMUM ENCLOSURE DIMENSIONS

4. CONTRACTOR SHALL VISIT EACH SITE, CONFIRM ALL

3. FOR LINES 3" AND LARGER PIPE MATERIAL SHALL BE DIP.

BUILDING TO HEATER.

2. CONTRACTOR SHALL PROVIDE ELECTRICAL SERVICE FROM

ENCLOSURE.

1. ASSEMBLY SHALL BE HOUSED IN AN APPROVED INSULATED

NOTES:

FROM MAIN WATER SUPPLY

FEED PIPE

ASSEMBLY

6" TYP 6" TYP

M A

AND MANUFACTURER'S SPECIFICATIONS

STANDARDS FOR CLASS 1 ENCLOSURES

ELECTRIC HEATER - INSTALL PER ASSE 1060

INSULATED ENCLOSURE

OS&Y FL GATE VALVE

FL 90° BEND

JOINT FILLER - BOTH LINES

1/2" GAP W/ EXPANSION

OS&Y FL GATE VALVE

FL 90° BEND

6" MIN. NO. 57 STONE

DISCHARGE PIPE

VAPOR BARRIER UNDER SLAB

W/ REINFORCING AND 6 MIL

4" THICK MIN. CONC. SLAB

PIPE SUPPORTS

ADJUSTABLE STEEL

COMPACTED SUBGRADE

RESTRAINED JOINT 90° BEND

OPEN

GROUND LINE/FINISHED GRADE

CU403

NOT TO SCALE

POST INDICATOR VALVE DETAIL

SEE PLAN FOR TAMPER SWITCH REQUIREMENT.

AT PIV IF TAMPER SWITCH IS REQUIRED.

STUBBED UP 1' ABOVE FINISHED GRADE

CONDUIT LINE FROM 5' LINE AT BUILDING,

CONTRACTOR SHALL INSTALL 1-3/4" PVC

NOTE:

V A

PIV GATE VALVE

RECOMMENDATIONS

MANUFACTURERS

ATTACH PIV POST PER

POST

ADJUSTABLE INDICATOR

(IF REQUIRED, SEE NOTE)

THREE POLE TAMPER SWITCH

(BY OTHERS)

LOCKING DEVICE

RESTRAINED JOINT (TYP)

NOT TO SCALE

PREVENTER DETAIL

HOT BOX AND BACKFLOW

E W

115" INSIDE LENGTH

E H

H T

MUST BE IN ACCORDANCE WITH THE LOCAL AND NATIONAL CODES.

FAILS ALL OTHER CIRCUITS WILL REMAIN POWERD. INSTALLATIONS

CIRCUITS (SELF REGULATING CABLES), SO IN THE EVENT A CIRCUIT

8. PROVIDE SEPARATE 20 AMP CIRCUITS(WALL MOUNTED) AND 15 AMP

OF THE RECEPTACLE TO THE TOP OF THE SLAB.

U.L. 943, NEMA.3R. MOUNTED A MINIMUM OF 8" FROM THE BOTTOM

7. POWER SOURCE SHALL BE PROTECTED WITH A GFI RECEPTACLE,

6. ENCLOSURE SHALL MEET ASSE 1060 SEAL CERTIFICATION STANDARDS.

BROWN OR NEAREST EQUIVALENT.

5. COLOR SHALL BE SHERWIN WILLIAMS # 20059 FEDERAL STANDARD

LINES BY TWO (2) 1,500w, 120V, SINGLE-PHASE HEAT UNITS.

4. HEAT SHALL BE PROVIDED AND ENCLOSURES INSTALLED ON FIRE SERVICE

AND MAINTENANCE.

3. THE ENCLOSURE IS DESIGNED AS A FLIP-TOP TO ASSURE EASIER ACCESS

ENCLOSURE BOX. 3000 PSI REINF. CONCRETE W/ WWM.

LENGTH AND WIDTH NO LESS THAN 4" LARGER ON EACH SIDE THAN THE

2. RECOMMENDED SLAB SIZE : SLAB SHALL BE A MINIMUM OF 4" THICK WITH

1. ALL DIMENSIONS ARE APPROXIMATED IN INCHES.

ENCLOSURE NOTES

www.awwa.org

AMERICAN WATER WORKS ASSOCIATION (AWWA)

http://reports.oah.state.nc.us/ncac.asp

NORTH CAROLINA 15A NCAC 18C .0503

THE BACKFLOW PREVENTION ASSEMBLY SHALL ALSO BE IN ACCORDANCE WITH THE FOLLOWING:

REQUIRE DEPARTMENT REVIEW.

DESIGN OF BACKFLOW PREVENTION ASSEMBLIES FOR SERVICE CONNECTIONS SHALL NOT

TESTABLE BACKFLOW PREVENTION ASSEMBLY PRIOR TO MAKING THE SERVICE CONNECTION.

REQUIRED, THE SUPPLIER OF WATER SHALL INSTALL OR REQUIRE TO BE INSTALLED AN APPROPRIATE

STATE BUILDING CODE, VOLUME II, AND ALL APPLICABLE LOCAL PLUMBING CODES. WHERE

CONNECTION TO ANY PLUMBING SYSTEM THAT DOES NOT COMPLY WITH THE NORTH CAROLINA

THIS SECTION STATES THE FOLLOWING: NO SUPPLIER OF WATER SHALL PROVIDE A SERVICE

C.0406 (b)(2). ALSO NOTED AS 15A NCAC 18C .0406(b)(2).

TITLE 15A ENVIRONMENTAL QUALITY, CHAPTER 18 ENVIRONMENTAL HEALTH, SUBCHAPTER

THE BACKFLOW PREVENTION ASSEMBLY SHALL BE IN ACCORDANCE WITH NORTH CAROLINA NCAC

BACKFLOW PREVENTION ASSEMBLY NOTES:

CU514

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TRANSFORMER PAD

TRANSFORMER GROUNDING

TRANSFORMER GROUNDING CONNECTIONS TO TRANSFORMER

SYMBOL

CONTRACTOR

ITEM PROVIDES INSTALLS PROVIDES INSTALLS

MAIN DISTRIBUTION PANEL

480V SECONDARY SERVICE CABLE TERMINATION AT

DIVISION OF RESPONSIBILITY (POWER)

USL

USL SECONDARY LIGHTING DUCT BANK

SECONDARY LIGHTING TRENCH & BACKFILL

TRANSFORMER AND DUKE SMART METER

TRANSFORMER PRIMARY TERMINATIONS

TRANSFORMER SECONDARY TERMINATIONS

UNDERGROUND PRIMARY CONDUCTORS

UNDERGROUND PRIMARY DUCT BANK

UNDERGROUND PRIMARY TRENCH & BACKFILL

UNDERGROUND SECONDARY SERVICE TRENCH AND BACKFILL

UNDERGROUND SECONDARY SERVICE DUCT BANK

UNDERGROUND SECONDARY SERVICE CABLE

USL SECONDARY LIGHTING CONDUCTORS

REQUIREMENTS AND AS SHOWN.

IN BID. ALL WORK ASSOCIATED WITH ELECTRICAL SERVICE TO THE FACILITY SHALL BE PROVIDED PER DUKE ENERGY

* CONTRACTOR SHALL CONTACT DARNELL WATERS (828-698-2053) WITH DUKE ENERGY. CONTRACTOR SHALL INCLUDE ALL COSTS

DUKE ENERGY

RISER POLE

ELECTRICAL PULL BOX / PEDESTAL

EXISTING ELECTRICAL POLE TO BE RELOCATED

TO CONSTRUCTION WILL BE REQUIRED.

FEE LISTED IN THE BID SCHEDULE IS FOR BIDDING PURPOSES ONLY. ADDITIONAL ESTIMATES FROM DUKE ENERGY PRIOR REFER TO THE BID SCHEDULE FOR ESTIMATED FEES ASSOCIATED WITH SERVICE INSTALLATION FROM DUKE ENERGY. THE 8.

DUKE ENERGY FOR THE MOST UP TO DATE REQUIREMENTS PRIOR TO ANY MATERIAL PURCHASE OR INSTALLATION.

THREE-PHASE PAD-MOUNTED TRANSFORMER CONCRETE FOUNDATION SPECIFICATIONS. CONTRACTOR SHALL CONSULT WITH SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE DUKE ENERGY SERVICE REQUIREMENTS MANUAL / CONTRACTOR SHALL PROVIDE PIT PADS FOR UTILITY TRANSFORMERS. INSTALLATION OF ALL UTILITY INFRASTRUCTURE 7.

REQUIREMENTS.

CONTRACTOR IS RESPONSIBLE FOR PRIMARY TRENCH AND BACKFFILL WHEN CROSSING ROADWAYS AS PER DUKE ENERGY 6.

CONDUIT SHALL BE USED.

WHILE PULLING CABLES. WHERE A DUCT ENTERS A BUILDING AND SWEEPS UP THROUGH A FLOOR SLAB, PVC COATED RGS SWEEP BENDS. BENDS AND SWEEPS SHALL BE CONCRETE ENCASED TO PROTECT THE DUCT FROM THE PRESSURES DEVELOPED PROVIDE PVC COATED RGS ELBOWS FOR SHORT RADIUS BENDS AT RISER POLES AND EQUIPMENT. OTHERWISE, USE LONG 5.

CONCRETE ENCASED. ENCASEMENT SHALL EXTEND AT LEAST SIX (6) FEET BEYOND THE EDGE OF THE PAVEMENT.

CONDUITS INSTALLED UNDER ROADWAYS, PARKING AREAS, OR OTHER AREAS SUBJECT TO VEHICULAR TRAFFIC SHALL BE 4.

ADDITIONAL COST TO THE GOVERNMENT.

CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL UNDERGROUND AND OTHER UTILITIES PRIOR TO DIGGING WITHOUT 3.

MAINTAIN A MINIMUM OF 12" SEPARATION BETWEEN ELECTRICAL AND COMMUNICAION CONDUIT LINES.2.

WHEN REQUIRED.

WORK CLOSELY WITH THE REPRESENTATIVES THROUGHOUT DESIGN AND CONSTRUCTION TO ENSURE THAT POWER IS AVAILABLE CONTRACTOR SHALL CONTACT DUKE IMMEDIATELY AFTER AWARD, VIA THE DUKE ENERGY BUILDER LINE (800-653-5307) AND PROJECT SHALL REQUIRE CLOSE COORDINATION WITH DUKE ENERGY TO PROVIDE POWER TO THE FACILITIES. THE 1.

NOTES:

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ES002

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P O

V P A R

W A S

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A C

50' ATFP SETBAC

V M

O P T

V M

S T

W O B

A Y

10' S E C

U R

ITY

A R

N E

S E C

U R

Y C

L E

A R Z

O N E

10' S E C

U R

ITY

A R

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C A

N O P

S A T S

R E T E

N T

R A

G E

S E C

U R

A R Z

O N E

S E C

U R

A R Z

O N E

(C O

M M

O N O

P E

N S

P A C E

F L A T A

R E

G R

A D E

F F E

L .2

B B

FF E

L 2188.75

M E P P

A R

G A

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M E P P

A R

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M E P P

A R

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LP1

VLP1

VLP1 9

3/100-100RK5/3R

PP4 27

ES102

MATCH LINE

A M

ES101

SCALE: 1" = 40'- 0"

PARTIAL SITE PLAN - ELECTRICAL

ES102

MATCH LINE

GRAPHIC SCALE: 1"=40'-0"

120'80'40'020'40'

SHEET KEYNOTES

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GENERAL SHEET NOTES

ES502

TYP

ES503

TYP

3 3 3

3/4

1 3/4 3/4

SHEET KEYNOTES

5 5

MAINTENANCE SHOP OPTION IS AWARDED.

SHALL ONLY BE PROVIDED IF THE VEHICLE

CIRCUITING ASSOCIATED WITH THE MEP PARKING LOT

POLES, LIGHT FIXTURES, CONDUIT, DUCTBANK AND

ALL LIGHT VEHICLE MAINTENANCE SHOP OPTION:4.

SECURITY FENCE.

SHALL BE INSTALLED AT LEAST 10 FEET FROM THE

LIGHT POLE BASES LOCATED WITHIN THE MEP AREA 3.

3'-0" AWAY FROM THE EDGE OF ALL ROADWAYS.

LIGHT POLE BASES SHALL BE INSTALLED A MINIMUM OF 2.

RESPONSIBILITIES.

REFER TO SHEET ES002 FOR DIVISION OF 1.

1 1 1

MAINTENANCE SHOP OPTION IS AWARDED.

TRANSFORMER, DUCTBANK AND PULL BOXES ARE ONLY PROVIDED IF VEHICLE 9.

FROM PANEL PP1. REFER TO DETAIL ON SHEET ES502.

MINI-POWER CENTER (PC2) TO SERVE THE 120V CIRCUITS. FEED POWER CENTER #2 (PC2)

PROVIDE (1) 5 KVA, SINGLE-PHASE, 480V~120/240V, NEMA 3R LOW VOLTAGE DRY-TYPE

CIRCUITS FOR ENCLOSURE HEATERS AND (1) DEDICATED 120V CIRCUIT FOR HEAT TRACE.

ALARM CONNECTION TO VALVE TAMPER SWITCHES. PROVIDE (2) DEDICATED 120V

HOT BOX FOR TANK ALTITUDE AND CONTROL VALVES - PROVIDE (1) 1" CONDUIT FOR FIRE 8.

AND CLOSELY COORDINATE THE RELOCATION OF THE POLE.

CONTRACTOR. CONTRACTOR SHALL CONTACT DUKE ENERGY PRIOR TO CONSTRUCTION

EXISTING UTILITY POLE TO BE RELOCATED BY DUKE ENERGY AT NO COST TO THE 7.

LIGHT POLE SHALL BE INSTALLED A MINIMUM 3' BEHIND THE TRAFFIC GUARD RAIL.6.

ES502 FOR ADDITIONAL INFORMATION.

LIGHT POLE SHALL BE MOUNTED WITH POLE BASE THAT IS 36" HIGH. REFER TO SHEET 5.

AWARDED.

PROVIDE DUCTBANK ONLY IF UNHEATED STORAGE BUILDING BID OPTION IS 4.

CONNECTION TO VALVE TAMPER SWITCH.

POST INDICATOR VALVE (PIV) - PROVIDE (1) 1" CONDUIT FOR FIRE ALARM 3.

(1) DEDICATED 120V CIRCUIT FOR HEAT TRACE FED FROM PANEL RP1.

(1) DEDICATED 480V CIRCUIT FOR TANK HEATER FED FROM PANEL PP1 AND

CONNECTION TO LEVEL SENSORS AND TEMPERATURE SENSORS. PROVIDE

WATER STORAGE TANK - PROVIDE (1) 1" CONDUIT FOR FIRE ALARM 2.

CENTER #1 (PC1) FROM PANEL PP1. REFER TO DETAIL ON SHEET ES502.

MINI-POWER CENTER (PC1) ON TO SERVE THE 120V CIRCUITS. FEED POWER

SINGLE-PHASE, 480V~120/240V, NEMA 3R LOW VOLTAGE DRY-TYPE

DEDICATED 120V CIRCUIT FOR FIRE WATER HEAT TRACE. PROVIDE (1) 10 KVA,

DEDICATED 120V CIRCUITS FOR EACH ENCLOSURE HEATERS AND (1)

FOR FIRE ALARM CONNECTION TO VALVE TAMPER SWITCH. PROVIDE (2)

HOT BOXES FOR BACKFLOW PREVENTERS (BFP) - PROVIDE (1) 1" CONDUIT 1.

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ES502

NOT TO SCALE

DETAIL NOT TO SCALE

DETAIL

3" SQUARE POLE ARM

ES101

ES502

NUT COVER

HANDHOLE

GRADE

CONDUIT

POLE BASE

CONCRETE

IN POLE BASE DETAIL.

ELECTRODE CONDUCTOR SHOWN

AND BOND TO #6 GROUNDING

PROVIDE GROUND LUG IN HANDHOLE

CONNECTIONS AT EACH POLE

INSTALL FUSED BREAKAWAY

OPENING WITH COVER AND SCREWS.

WIRING HANDHOLE MAXIMUM 2 1/2" x 5"

NUTS UNDER POLE.

PROVIDE LEVELING

POLE BASE

HANDHOLE

10'

UNDISTURBED EARTH.

EDITION. POUR AGAINST

PER A.C.I. 318 - LATEST

4000 PSI CONCRETE,

AND BELOW BASE PLATE.

PLACE NUT AND FLAT WASHER ABOVE

MANUFACTURERS RECOMMENDATION-

ANCHOR BOLTS (ASTM A307) PER POLE

1/2" PVC

FINISH GRADE

REQUIRED - SEE PLANS

CONDUIT IN/OUT AS

EXOTHERMIC WELD

OF CONCRETE.

O.C. SET 3" FROM THE OUTSIDE

VERTICAL W/#4 REBAR TIES AT 12"

(8) #5 BARS AT EQUAL SPACING,

CHAMFER 3/4"

3/4" x 10' DRIVEN GROUND ROD

TYPICAL POLE MOUNTED FIXTURE ASSEMBLY

TO MATCH FIXTURE.

HARDWARE SHALL BE STAINLESS STEEL. FINISH SHALL BE POLYESTER POWDER PAINT

STEEL ANCHOR BASE SHALL BE CAST FROM HOT-ROLLED CARBON STEEL PLATE. ALL

SQUARE TAPERED SHAFT SHALL BE MADE FROM EXTRUDED HOT-ROLLED, CARBON

FOR P2 LIGHTS

SQUARE TAPERED STEEL POLE (SYMBOL: , )

NOTE 1

POLES LOCATED IN MEP AREA SHALL HAVE A HEIGHT ABOVE GRADE OF 48"3.

ABOVE GRADE OF 36".

NOT PROTECTED BY CURB OR WHEEL STOP, POLE BASE SHALL HAVE A HEIGHT

BASE SHALL HAVE A HEIGHT ABOVE GRADE OF 3". POLES LOCATED IN POV AREAS

POLES LOCATED IN POV AREAS PROTECTED BY CURB OR WHEEL STOP, POLE 2.

IN MEP AREA SHALL HAVE A DIAMETER OF 36".

POLES LOCATED IN POV AREA SHALL HAVE A DIAMETER OF 24". POLES LOCATED 1.

NOTES:

N O

T E

N O

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NOT TO SCALE

DETAIL

3EP110

CONTROL PANEL

EXTERIOR LIGHTING

ELECTRICAL EQUIPMENT ELEVATION

CONDUIT

ENTRANCE

ELECTRICAL

FLOOR

OR 'PC2'

PANEL 'PC1'

STRUT

CHANNELED

1" X 2" STEEL

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BREAK ROOM

CDV

LACTATION

4' 2' 0 4' 8' 12'

"=1'-0"4

1GRAPHIC SCALE:

"=1'-0"2

1GRAPHIC SCALE:

6'4'2'01'2'

16'-4"

"=1'-0"2

1SCALE:

BREAKROOM ELEVATION - 128

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

ENLARGED BREAKROOM PLAN - 128

SOFFITT

6'-6"

SOFFITT

B L

A N

F O

R D

"=1'-0"2

1SCALE:

LACTATION ROOM ELEVATION - 122

6'-10"1'-6"1'-6"3'-0"1'-9"1'-9" 6"1'-6"1'-6"3'-0"

3'-0"3'-0"1'-9"1'-9"

"8 53'-9

1A-420

2 1A-420

1A-111 1A-111

1A-420

A R

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FLOOR PLAN KEYNOTES

"4 116'-5

10'-1"

1A-421 1A-421 1A-421 1A-421

1A-4201A-420

3'-8"

FILLER STRIP

"=1'-0"4

1SCALE:

ENLARGED LACTATION ROOM PLAN - 122

FILLER STRIP

B A

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10. BASE AND WALL CABINETS.

9. VEDNING MACHINES. (N.I.C)

8. 18" W x 72" H STAINLESS STEEL FRAMED MIRROR.

BY CONTRACTOR

FROM MANUFACTURER'S STANDARDS AND SUBMITTED

MESH, CONFORMING TO NFPA 701 SHALL BE SELECTED

CEILING MOUNTED CUBICLE CURTAIN WITH TOP

CUBICLE CURTAIN, TRACK AND HARDWARE. 7.

CFCI BONA FIDE NEED EQUIPMENT)

FREEZER COMPARTMENT (SHALL BE BID AS

4.5 CU. FT. MINIMUM COMPACT REFRIGERATOR WITH 6.

A SEMI -RECESSED CABINET.

PROVIDE 10 lb (4A:80 B:6) FIRE EXTINGUISHER IN5.

AND 1A-612.

2'-0" W x 4'-0" H TACK BOARD. REFER TO SHEET 1A-6114.

FIDE NEED EQUIPMENT)

MICROWAVE (SHALL BE BID AS CFCI BONA 3.

VENDING MACHINE (N.I.C.)2.

FIDE NEED EQUIPMENT)

REFRIGERATOR (SHALL BE BID AS CFCI BONA 1.

6"3'-0"3'-0"

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SCULLERY

KITCHEN

DRINK CLO

CLOSET

R R

SCULLERY

KITCHEN

DRINK CLO

CLOSET

R R

O R

5/8" CEMENT BOARD

2x WOOD BLOCKING

SEE ELECTRICAL DRAWINGS

ELECTRICAL OUTLETS,

STAINLESS STEEL TABLE G.F.G.I.

FINISH FLOOR

CERAMIC TILE

5/8" CEMENT BOARD

(18 ga.) AT 16" O.C.

3 5/8" METAL STUDS

"=1'-0"2

1SCALE: 1

SECTIONA

1A-800

PROVIDE AT EACH STUD.

TO STUD W/ #12 SCREWS.

-BOLT AND SECURE

TO FLOOR W/ 1/2" X 2" LONG

STIFFENING PLATE. SECURE

2" x 4" x 3 1/2" X 14 gauge

SEAL ENTIRE PERIMETER.

4 SIDES PROVIDING WELDED SEAMS.

(18 GA.) STAINLESS STEEL CAP, WRAP ALL

4' 2' 0 4' 8' 12'

"=1'-0"4

1GRAPHIC SCALE:

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

ENLARGED KITCHEN - WALL LAYOUT PLAN

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

ENLARGED KITCHEN - EQUIPMENT PLAN

KITCHEN PLAN KEYNOTES

B L

A N

F O

R D

E N

L A

R G

E D K

C H

E N P

L A

N S

7'-8""4 318'-107'-8""8

1A-800

A R

M Y R

E S

E R

V E C

E N

T E

1 1 1

GENERAL SHEET NOTES

1A-112

1A-116

TYP.

"8 77'-7"8

53'-210'-0""8 71'-53'-4"

"4 110"8

6'-4"1'-2"

3028 7 8

19A 15 14

19B 19A

13b

13a 13a

13c

16B

16A

19C

LEGEND

REFER TO SHEETS 1A-540 THRU 1A-541.

INDICATES WALL TYPE CONSTRUCTION.

REFER TO DOOR SCHEDULE ON SHEET 1A-600.

INDICATES DOOR NUMBER.

3'-0"2'-0"

14b

B A

R N

E T

R E

D M

O N

R E

E D I

N A

C C

O R

D A

N C

E W

H A

M E

N D

M E

N T

INSTALLED.

LOCATIONS WITH THE ACTUAL EQUIPMENT BEING

ELECTRICAL REQUIREMENTS AND UTILITY ROUGH- IN

CONTRACTOR TO COORDINATE ALL PLUMBING AND

PERIMETER.

BE SEALED WITH CLEAR SEALANT AROUND ENTIRE

ALL ITEMS ATTACHED TO WALLS IN KITCHEN AREA SHALL

FOR GREASE INTERCEPTOR, REFER TO CIVIL DRAWINGS.

( EQUIPMENT NUMBER)

REFER TO 1A-801 FOR KITCHEN EQUIPMENT.

TO PREVENT STORM ENTRY INTO POT WASH DRAIN.

POT WASH) WITH REMOVABLE RUST-RESISTANT COVER

3'-0" x 3'-0" x 12" TALL TERRAZZO MOP BASIN (EXTERIOR

SIZED ACCORDINGLY FOR WALL THICKNESS.

"U" SHAPED STAINLESS STEEL CORNER GUARD,

STAINLESS STEEL CORNER GUARD.

PAPER TOWEL DISPENSER. SEE SPECIFICATIONS (A22b)

MOP HOLDER AND SHELF. SEE SPECIFICATIONS (A1)

1/2 WALL. SEE DETAIL A/1A-800.

FLOOR DRAIN - REFER TO PLUMBING DRAWINGS.

2Q R

_P la ns -0

CDV

SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM

CORRIDOR

LEARNING

CENTER

FAC. MGR

OFFICE

REC/RET

LOBBY

TEAM ROOM

R R

ARCC

RPAC

FAC MAINT.

STOR. 128

BREAK ROOM

LACTATION

MAIL

RECV/ SORT

TEAM ROOM

T.R.

ELECTRICAL

FAMILY SUPPORT

ADMIN COMMON

STOR.

VESTIBULE

6 7 8 109

CERTIFIED FINAL SUBMITTAL

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A S

H E E

P .d g n

A N

S I

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

E N

A M

2 3 4 5 6 7 8 9 10

S O

A T

N N

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C A

T E

G O

R Y C

O D

D E

S C

L O

L E

K E

N T

U C

K Y

P P ro je c ts \0

A D

S h e e ts \1

E le c \A

S H

E E

P .d g n

-F

E B -2

L O

L E D

T R

M A

R T

U T

H E

R K

G P

U S

A R

M Y R

E S

E R

V E C

E N

C A

-7

A S

H E

L E

N O

R T

H C

A R

O L

T R

G B

G V

M S U

N H

E A

T E

D S

T O

R A

G E

H E

N S

L E

D E

N E

D B

O C

T O

B E

42"

36"

42" 42"

72"72" 36"

42"

RP2

RP2 3

RP2

RP216

RP3

RP316

RP3

RP3 27

RP3

RP2

RP2 18

RP3

15S

S S

S S S S S

SS S

SSS

S S

RP3

CDV

1EP112

MATCH LINE

1EP112

MATCH LINE

M A

T C

H L

M A

T C

H L

"=1'-0"8

1GRAPHIC SCALE:

24'16'8'04'8'

1EP111

P A

R T

L F

L O

O R P

L A

A M

KEY PLAN

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

PARTIAL FLOOR PLAN - POWER

P O

W E

A R

M Y R

E S

E R

V E C

E N

T E

1EP412

GENERAL SHEET NOTES

OCCUPANCY CONTROL RECEPTACLE SCHEMATIC.

BE SWITCHED. REFER TO SHEET 1EP501 FOR

CLASSROOMS, BREAKROOMS AND ADMIN SPACES SHALL

ALL RECEPTACLES IN OFFICES, TEAM ROOMS, 1.

SHEET KEYNOTES

REFRIGERATOR RECEPTACLE SHALL NOT BE SWITCHED.1.

E V

E D I

N A

C C

O R

D A

N C

E W

H A

M E

N D

M E

N T

02/15/2023 W

2Q R

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CERTIFIED FINAL SUBMITTAL

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A S

H E E

P .d g n

A N

S I

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

E N

A M

2 3 4 5 6 7 8 9 10

S O

A T

N N

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C A

T E

G O

R Y C

O D

D E

S C

L O

L E

K E

N T

U C

K Y

P P ro je c ts \0

A D

S h e e ts \1

E le c \A

S H

E E

P .d g n

-F

E B -2

L O

L E D

T R

M A

R T

U T

H E

R K

G P

U S

A R

M Y R

E S

E R

V E C

E N

C A

-7

A S

H E

L E

N O

R T

H C

A R

O L

T R

G B

G V

M S U

N H

E A

T E

D S

T O

R A

G E

H E

N S

L E

D E

N E

D B

O C

T O

B E

1EP702

A M

P A

N E

L S

C H

E D

U L E

A R

M Y R

E S

E R

V E C

E N

T E

R E

E D I

N A

C C

O R

D A

N C

E W

H A

M E

N D

M E

N T

02/15/2023 W

2Q R

_P la ns -0

CERTIFIED FINAL SUBMITTAL

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A S

H E E

P .d g n

A N

S I

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

E N

A M

2 3 4 5 6 7 8 9 10

S O

A T

N N

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C A

T E

G O

R Y C

O D

D E

S C

L O

L E

K E

N T

U C

K Y

P P ro je c ts \0

A D

S h e e ts \1

E le c \A

S H

E E

P .d g n

-F

E B -2

L O

L E D

T R

M A

R T

U T

H E

R K

G P

U S

A R

M Y R

E S

E R

V E C

E N

C A

-7

A S

H E

L E

N O

R T

H C

A R

O L

T R

G B

G V

M S U

N H

E A

T E

D S

T O

R A

G E

H E

N S

L E

D E

N E

D B

O C

T O

B E

1EP705

A M

P A

N E

L S

C H

E D

U L E

A R

M Y R

E S

E R

V E C

E N

T E

E V

E D I

N A

C C

O R

D A

N C

E W

H A

M E

N D

M E

N T

02/15/2023 W

2Q R

_P la ns -0

CS101

CS502

CU112

CU406

CU514

ES002

ES101

ES502

1A-420

1A-800

1EP111

1EP702

1EP705

File details come from the government source that posted it. Updated Mar 5, 2024.