W912HN-22-4012_DRAWINGS_VOL1.pdf

PDF 17 MB Posted Sep 8, 2022

Attached to: FA-60002-20 Repair Barracks H4445 Fort Bragg, NC
Solicitation number: W912HN22B4012A
Issued by: Department of the Army Corps of Engineers Engineering District Savannah

View the file

Other files

File	Type	Posted
W912HN-22-B-4012_SPECS_VOL3 (1).pdf	PDF	Sep 8, 2022
W912HN-22-4012_DRAWINGS_VOL2_AMD2.pdf	PDF	Sep 8, 2022
W912HN-22-B-4012_SPECS_VOL2.pdf	PDF	Sep 8, 2022
W912HN-22-B-4012_SPECS_VOL1_AMD2.pdf	PDF	Sep 8, 2022
B.08- Solicitation _W912HN22B4012_Repair Barracks H-4445, Fort Bragg, NC.pdf	PDF	Sep 8, 2022
B.08- Solicitation Amendment0001- (conformed copy)- FA-60002-20, Repair Barracks H4445, Ft.Bragg,NC.pdf	PDF	Sep 8, 2022
W912HN-22-B-4012_SPECS_VOL2_AMD2.pdf	PDF	Sep 8, 2022
W912HN-22-4012_DRAWINGS_VOL1_AMD2.pdf	PDF	Sep 8, 2022
W912HN-22-4012_DRAWINGS_VOL2.pdf	PDF	Sep 8, 2022
W912HN-22-B-4012_SPECS_VOL1.pdf	PDF	Sep 8, 2022
B.08- Solicitation Amendment0001- (SF30)- FA-60002-20, Repair Barracks H4445, Ft.Bragg,NC.pdf	PDF	Sep 8, 2022
B.08- Solicitation Amendment0002- (conformed copy)- FA-60002-20, Repair Barracks H4445, Ft.Bragg,NC.pdf	PDF	Sep 8, 2022
B.08- Solicitation Amendment0002- (SF30)- FA-60002-20, Repair Barracks H4445, Ft.Bragg,NC.pdf	PDF	Sep 8, 2022
W912HN-22-B-4012_SPECS_VOL3_AMD2.pdf	PDF	Sep 8, 2022
B.07-Site Visit Roster- Memo for W912HN22B4012 - FA-60002-20 Repair Barracks H4445.pdf	PDF	Sep 8, 2022

Show all 15

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

N N

W . O

, G A

-AU

R Y

C O

D E

2H N

-2 2-

B-

, N O

N A

E N

, P

M E

- S

D Y

R O

\\0 1_

C E

_C O

W G

-4

R .H

R S

G-001

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

Savannah District

FORT BRAGG, NORTH CAROLINA

REPAIR ENLISTED UPH BARRACKS H4445

FY20, PN 97302 (FA-60002-20)

VOLUME 1 - SITE

W912HN-22-B-4012

AUGUST 2022

US Army Corps of Engineers

APPROVAL RECOMMENDED:*

APPROVED:*

ENGINEERING DIVISION, CHIEF

REVIEWED BY:*

DATE

* THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS,

SAVANNAH DISTRICT. INDIVIDUALS WHOSE SIGNATURES AND REGISTRATION

DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE OPERATING WITHIN THE

SCOPE OF THEIR EMPLOYMENT. SIGNATURES ARE REQUIRED BY ER 1110-1-8152.

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET.

QUALITY CONTROL/PE/A

DESIGN BRANCH, CHIEFSOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

OL/PE/A

8/9/22

DIXON.KATHRYN.TEN EYCK.1267610769 Digitally signed by DIXON.KATHRYN.TEN EYCK.1267610769 Date: 2022.08.09 13:41:38 -04'00'

BATH.STEVEN.M.1058162643 Digitally signed by BATH.STEVEN.M.1058162643 Date: 2022.08.09 15:47:42 -04'00'

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

SHEET ID.

INDEX OF DRAWINGS

SHEET ID. TITLESHEET ID.TITLETITLE

-4

R . H

O F

D R

G S

GI001

N N

W . O

N N

, G

-AU

R Y

C O

D E:

2H N

-2 2-

B-

, N O

N A

E N

, P

M E

- S

D Y

VOLUME 1 - SITE

G-001 COVER SHEET

GI001 INDEX OF DRAWINGS

GI002 INDEX OF DRAWINGS

GC101 CIVIL SITE VICINITY AND LOCATION MAPS

GC102 CIVIL SITE CONSTRUCTION LIMITS

GC103 CIVIL SITE GENERAL NOTES

GC104 CIVIL SITE ABBREVIATIONS AND SYMBOLS

VF101 CIVIL SITE TOPOGRAPHICAL SURVEY

CD101 CIVIL SITE DEMOLITION PLAN

CS101 CIVIL SITE LAYOUT PLAN

CS501 CIVIL SITE LAYOUT DETAILS

CG101 CIVIL SITE GRADING PLAN

CG501 CIVIL SITE GRADING DETAILS

CP101 CIVIL SITE PAVEMENT JOINT PLAN

CP501 CIVIL SITE PAVEMENT JOINT DETAILS

CU101 CIVIL SITE UTILITY PLAN

CE001 E. & S.C. COVER SHEET

CE101 E. & S.C. INITIAL PLAN

CE102 E. & S.C. INTERMEDIATE PLAN

CE103 E. & S.C. FINAL PLAN

CE501 E. & S.C. GRND. STABILIZ. & MAT. HANDLING

CE502 E. & S.C. SELF INSP., RECORD KEEP. AND REPORT.

CE503 E. & S.C. BMP DETAILS

CE504 E. & S.C. LANDSCAPING DETAILS

MS101 MECHANICAL SITE PLAN

ES001 SITE ELECTRICAL LEGEND ADN NOTES

ES101 SITE ELECTRICAL DEMOLITION PLAN

ES102 SITE ELECTRICAL PLAN

ES103 SITE ELECTRICAL TELECOM PLAN A

ES104 SITE ELECTRICAL TELECOM PLAN B

ES105 SITE ELECTRICAL TELECOM PLAN C

ES501 SITE TELECOMMUNICATIONS DETAILS

ES601 TELECOMMUNICATIONS FOC CABLING ONE-LINE DIAGRAM

VOLUME 2 - BUILDING

G-001 COVER SHEET

GI001 INDEX OF DRAWINGS

GI002 INDEX OF DRAWINGS

GI003 GENERAL NOTES, ABBREVIATIONS

S-001 GENERAL STRUCTURAL NOTES

S-002 GENERAL STRUCTURAL NOTES

S-003 GENERAL STRUCTURAL NOTES

SD101 FIRST FLOOR DEMOLITION PLAN - WEST

SD102 FIRST FLOOR DEMOLITION PLAN - EAST

SB101 FIRST FLOOR FOUNDATION PLAN - WEST

SB102 FIRST FLOOR FOUNDATION PLAN - EAST

SB501 FOUNDATION DETAILS

SB502 FOUNDATION DETAILS

SB503 FOUNDATION DETAILS

SB504 MASONRY DETAILS

SB505 MASONRY DETAILS

SF101 SECOND FLOOR FRAMING PLAN - WEST

SF102 SECOND FLOOR FRAMING PLAN - EAST

SF103 THIRD FLOOR FRAMING PLAN - WEST

SF104 THIRD FLOOR FRAMING PLAN - EAST

SF105 ATTIC FRAMING PLAN - WEST

SF106 ATTIC FRAMING PLAN - EAST

SF107 ROOF PLAN - WEST

SF108 ROOF PLAN - EAST

SF201 FRAMING ELEVATIONS

SF202 FRAMING ELEVATIONS

SF203 FRAMING ELEVATIONS

SF401 ENLARGED PLANS

SF402 ENLARGED PLANS

SF501 FRAMING DETAILS

SF502 FRAMING DETAILS

SF503 FRAMING DETAILS

SF504 FRAMING DETAILS

SF505 FRAMING DETAILS

SF601 SCHEDULES

A-001 BUILDING AND LIFE SAFETY CODE ANALYSIS ( FOR REFERENCE ONLY)

A-002 FIRE PROTECTION FIRE ACCESS PLAN

A-003 FIRE PROTECTION CODE COMPLIANCE PLAN

A-004 BUILDING AND LIFE SAFETY FLOOR PLAN

A-005 BUILDING AND LIFE SAFETY FLOOR PLAN

A-006 BUILDING AND LIFE SAFETY FLOOR PLAN

A-007 BUILDING AND LIFE SAFETY FLOOR PLAN

A-008 BUILDING AND LIFE SAFETY FLOOR PLAN

A-009 BUILDING AND LIFE SAFETY FLOOR PLAN

AE101 FIRST FLOOR EXISTING PLAN

AE102 SECOND FLOOR EXISTING PLAN

AE103 THIRD FLOOR EXISTING PLAN

AE104 ROOF EXISTING PLAN

AD101 FIRST FLOOR DEMOLITION PLAN - WEST

AD102 FIRST FLOOR DEMOLITION PLAN - EAST

AD103 SECOND FLOOR DEMOLITION PLAN - WEST

AD104 SECOND FLOOR DEMOLITION PLAN - EAST

AD105 THIRD FLOOR DEMOLITION PLAN - WEST

AD106 THIRD FLOOR DEMOLITION PLAN - EAST

AD107 ATTIC DEMOLTION PLAN - WEST

AD108 ATTIC DEMOLTION PLAN - EAST

AD109 ROOF DEMOLTION PLAN - WEST

AD110 ROOF DEMOLITION PLAN - EAST

AD201 DEMOLITION BUILDING ELEVATIONS - NORTH

AD202 DEMOLITION BUILDING ELEVATIONS - SOUTH

AD203 DEMOLITION BUILDING ELEVATIONS - EAST & WEST

AD401 DEMOLITION PLAN - TYPICAL LIVING MODULE

AD402 DEMOLITION PLAN - SERVICE MODULE

AD403 DEMOLITION PLAN & EXISTING CONDITION-STAIRS

AD404 DEMOLITION PLAN & EXISTING CONDITION-STAIRS

A-101 FIRST FLOOR PLAN - WEST

A-102 FIRST FLOOR PLAN - EAST

A-103 SECOND FLOOR PLAN - WEST

A-104 SECOND FLOOR PLAN - EAST

A-105 THIRD FLOOR PLAN - WEST

A-106 THIRD FLOOR PLAN - EAST

A-107 ATTIC FLOOR PLAN - WEST

A-108 ATTIC FLOOR PLAN - EAST

A-109 ROOF PLAN - WEST

A-110 ROOF PLAN - EAST

A-111 FIRST FLOOR REFLECTED CEILING PLAN - WEST

A-112 FIRST FLOOR REFLECTED CEILING PLAN - EAST

A-113 SECOND FLOOR REFLECTED CEILING PLAN - WEST

A-114 SECOND FLOOR REFLECTED CEILING PLAN - EAST

A-115 THIRD FLOOR REFLECTED CEILING PLAN - WEST

A-116 THIRD FLOOR REFLECTED CEILING PLAN - EAST

A-201 NORTH ELEVATION

A-202 SOUTH ELEVATION

A-203 EAST AND WEST ELEVATIONS

A-301 BUILDING SECTIONS

A-302 BUILDING LONGITUDINAL SECTION

A-303 BUILDING SECTION - MECHANICAL ADDITION

A-311 WALL SECTIONS

A-312 WALL SECTIONS

A-401 ENLARGED FLOOR PLAN - TYPICAL LIVING UNIT

A-402 ENLARGED REFLECTED CEILING PLAN - TYPICAL LIVING UNIT

A-403 ENLARGED FLOOR PLAN - WEST SERVICE MODULE

A-404 ENLARGED FLOOR PLAN - EAST SERVICE MODULE

A-405 INTERIOR ELEVATIONS - LIVING UNIT

A-406 INTERIOR ELEVATIONS - SERVICE UNIT

A-407 INTERIOR ELEVATIONS - SERVICE UNIT

A-408 INTERIOR ELEVATIONS - SERVICE UNIT

A-409 ENLARGED FLOOR PLAN - COURTYARD INFILL

A-410 ENLARGED FLOOR PLAN - ENLARGED RAMP

A-411 ENLARGED STAIR PLANS AND SECTION

A-412 ENLARGED FLOOR PLAN - MECHANICAL ADDITIONS

A-501 STAIR DETAILS

A-502 INTERIOR DETAILS

A-503 INTERIOR DETAILS

A-504 SUSPENDED CEILING DETAILS

A-510 ROOF DETAILS

A-511 ROOF DETAILS

A-601 PARTITION TYPES

A-602 DOOR SCHEDULE AND DETAILS

A-603 DOOR SCHEDULE AND DETAILS

A-604 EXT- DOOR DETAILS

A-605 INT- DOOR DETAILS

A-607 WINDOW & LOUVER SCHEDULE

A-608 WINDOW & LOUVER DETAILS

A-611 ROOM FINISH SCHEDULE

A-701 AIR BARRIER BUILDING DETAILS

A-702 AIR BARRIER SECTIONS

A-703 AIR BARRIER DETAILS

A-704 AIR BARRIER BUILDING DETAILS

A-901 PERSPECTIVE VIEW

I-101 FIRST FLOOR FURNITURE PLAN - WEST

I-102 FIRST FLOOR FURNITURE PLAN - EAST

I-103 SECOND FLOOR FURNITURE PLAN - WEST

I-104 SECOND FLOOR FURNITURE PLAN - EAST

I-105 THIRD FLOOR FURNITURE PLAN - WEST

I-106 THIRD FLOOR FURNITURE PLAN - EAST

I-401 INTERIOR ELEVATIONS

I-501 INTERIOR FINISH LEGEND

I-502 SIGNAGE TYPICALS & DETAILS

I-601 ROOM FINISH SCHEDULES

I-602 SIGNAGE SCHEDULES

FA001 FIRE ALARM LEGEND AND OPERATIONS MATRIX

FA101 FIRE ALARM AND MNS FLOOR PLAN - 1ST FLOOR - WEST SIDE

FA102 FIRE ALARM AND MNS FLOOR PLAN - 1ST FLOOR - EAST SIDE

FA103 FIRE ALARM AND MNS FLOOR PLAN - 2ND FLOOR - WEST SIDE

FA104 FIRE ALARM AND MNS FLOOR PLAN - 2ND FLOOR - EAST SIDE

FA105 FIRE ALARM AND MNS FLOOR PLAN - 3RD FLOOR - WEST SIDE

FA106 FIRE ALARM AND MNS FLOOR PLAN - 3RD FLOOR - EAST SIDE

FA107 FIRE ALARM AND MNS FLOOR PLAN - ATTIC - WEST SIDE

FA108 FIRE ALARM AND MNS FLOOR PLAN - ATTIC - EAST SIDE

FA501 FIRE ALARM AND MNS DETAILS

FA601 FIRE ALARM AND MNS DIAGRAM

FX001 FIRE PROTECTION LEGEND AND GENERAL NOTES

FD101 FIRE PROTECTION FIRST FLOOR DEMO WEST

FD102 FIRE PROTECTION FIRST FLOOR DEMO EAST

FD103 FIRE PROTECTION SECOND FLOOR DEMO WEST

FD104 FIRE PROTECTION SECOND FLOOR DEMO EAST

FD105 FIRE PROTECTION THIRD FLOOR DEMO WEST

FD106 FIRE PROTECTION THIRD FLOOR DEMO EAST

FX101 FIRE PROTECTION FIRST FLOOR PLAN WEST

FX102 FIRE PROTECTION FIRST FLOOR PLAN EAST

FX103 FIRE PROTECTION SECOND FLOOR PLAN WEST

FX104 FIRE PROTECTION SECOND FLOOR PLAN EAST

FX105 FIRE PROTECTION THIRD FLOOR PLAN WEST

FX106 FIRE PROTECTION THIRD FLOOR PLAN EAST

FX107 FIRE PROTECTION ATTIC PLAN WEST

FX108 FIRE PROTECTION ATTIC PLAN EAST

FX401 FIRE PROTECTION TYP- UNIT PLAN

FX501 FIRE PROTECTIONS DETAILS

FX502 FIRE PROTECTION DETAILS

P-001 PLUMBING LEGEND

PD101 FIRST FLOOR PLUMBING DEMOLITION PLAN - WEST

PD102 FIRST FLOOR PLUMBING DEMOLITION PLAN - EAST

PD103 SECOND FLOOR PLUMBING DEMOLITION PLAN - WEST

PD104 SECOND FLOOR PLUMBING DEMOLITION PLAN - EAST

PD105 THIRD FLOOR PLUMBING DEMOLITION PLAN - WEST

PD106 THIRD FLOOR PLUMBING DEMOLITION PLAN - EAST

PL101 FIRST FLOOR DOMESTIC PLUMBING PLAN - WEST

PL102 FIRST FLOOR DOMESTIC PLUMBING PLAN - EAST

PL103 SECOND FLOOR DOMESTIC PLUMBING PLAN - WEST

PL104 SECOND FLOOR DOMESTIC PLUMBING PLAN - EAST

PL105 THIRD FLOOR DOMESTIC PLUMBING PLAN - WEST

PL106 THIRD FLOOR DOMESTIC PLUMBING PLAN - EAST

PL107 ATTIC DOMESTIC PLUMBING PLAN - WEST

PL108 ATTIC DOMESTIC PLUMBING PLAN - EAST

PL109 FIRST FLOOR SANITARY PLUMBING PLAN - WEST

PL110 FIRST FLOOR SANITARY PLUMBING PLAN - EAST

PL111 SECOND FLOOR SANITARY PLUMBING PLAN - WEST

PL112 SECOND FLOOR SANITARY PLUMBING PLAN - EAST

PL113 THIRD FLOOR SANITARY PLUMBING PLAN - WEST

PL114 THIRD FLOOR SANITARY PLUMBING PLAN - EAST

PL115 ATTIC SANITARY PLUMBING PLAN - WEST

PL116 ATTIC SANITARY PLUMBING PLAN - EAST

PL401 PLUMBING ENLARGED PLANS

PL402 PLUMBING ENLARGED PLANS

PL403 PLUMBING ENLARGED PLANS

PL501 PLUMBING DETAILS

PL502 PLUMBING DETAILS

PL503 PLUMBING DETAILS

PL504 PLUMBING DETAILS

PL505 PLUMBING DETAILS

PL601 PLUMBING SCHEDULES

PL901 DOMESTIC PLUMBING ISOMETRIC - OVERALL

PL902 SANITARY PLUMBING ISOMETRIC - OVERALL

PL903 TYPICAL BEDROOM ISOMETRICS

PL904 TYPICAL CORRIDOR-LAUNDRY ISOMETRICS

PL905 LOBBY BATHROOM ISOMETRICS

M-001 HVAC LEGEND

MD101 FIRST FLOOR HVAC DEMOLITION PLAN - WEST

MD102 FIRST FLOOR HVAC DEMOLITION PLAN - EAST

MD103 SECOND FLOOR HVAC DEMOLITION PLAN - WEST

MD104 SECOND FLOOR HVAC DEMOLITION PLAN - EAST

MD105 THIRD FLOOR HVAC DEMOLITION PLAN - WEST

MD106 THIRD FLOOR HVAC DEMOLITION PLAN - EAST

MD107 ATTIC HVAC DEMOLITION PLAN - WEST

MD108 ATTIC HVAC DEMOLITION PLAN - EAST

MD401 ENLARGED HVAC DEMOLITION PLAN

MH101 FIRST FLOOR HVAC PLAN - WEST

MH102 FIRST FLOOR HVAC PLAN - EAST

MH103 SECOND FLOOR HVAC PLAN - WEST

MH104 SECOND FLOOR HVAC PLAN - EAST

MH105 THIRD FLOOR HVAC PLAN - WEST

MH106 THIRD FLOOR HVAC PLAN - EAST

MH107 ATTIC HVAC PLAN - WEST

MH108 ATTIC HVAC PLAN - EAST

MH301 HVAC SECTIONS

MH302 HVAC SECTIONS

MH303 HVAC SECTIONS

MH401 HVAC ENLARGED PLANS

MH402 HVAC ENLARGED PLANS

MH403 HVAC ENLARGED PLANS

MH501 HVAC DETAILS

MH502 HVAC DETAILS

MH503 HVAC DETAILS

MH504 HVAC DETAILS

MH505 HVAC DETAILS

MH506 HVAC DETAILS

MH507 HVAC DETAILS

MH508 HVAC DETAILS

MH601 HVAC SCHEDULES

MH602 HVAC SCHEDULES

MH603 HVAC SCHEDULES

MH604 HVAC SCHEDULES

MH605 HVAC SCHEDULES

MI001 HVAC CONTROLS LEGEND

MI002 HVAC CONTROLS GENERAL NOTES AND CONTROL POINTS INSTRUCTIONS

MI003 HVAC CONTROLS POINTS INSTRUCTIONS

MI801 DOAS CONTROL SCHEMATIC

MI802 DOAS CONTROL SEQUENCE

MI803 DOAS CONTROLS POINTS SCHEDULE

MI804 FCU CONTROLS

MI805 CONTROL SCHEDULES

MI806 HYDRONIC CONTROL SCHEMATICS

MI807 HYDRONIC SEQUENCES OF OPERATION

MI808 HYDRONIC SYSTEM CONTROL POINTS SCHEDULES

MI809 MISC- CONTROLS, SCHEMATICS & SEQUENCES OF OPERATION

MI810 MISC- CONTROLS, SCHEMATICS & SEQUENCES OF OPERATION

MI811 MISC- CONTROL POINTS SCHEDULE

MI812 MISC- CONTROL POINTS SCHEDULE

MI813 DOMESTIC HOT WATER CONTROLS

MP101 FIRST FLOOR HYDRONIC PIPING PLAN - WEST

MP102 FIRST FLOOR HYDRONIC PIPING PLAN - EAST

MP103 SECOND FLOOR HYDRONIC PIPING PLAN - WEST

MP104 SECOND FLOOR HYDRONIC PIPING PLAN - EAST

MP105 THIRD FLOOR HYDRONIC PIPING PLAN - WEST

ES502 SITE TELECOMMUNICATIONS DETAILS

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

SHEET ID. SHEET ID. TITLESHEET ID.TITLETITLE

INDEX OF DRAWINGS CONTINUED

-4

R . H

O F

D R

G S

GI002

N N

W . O

N N

, G

-AU

R Y

C O

D E:

2H N

-2 2-

B-

, N O

N A

E N

, P

M E

- S

D Y

MP106 THIRD FLOOR HYDRONIC PIPING PLAN - EAST

MP107 ATTIC HYDRONIC PIPING PLAN - WEST

MP108 ATTIC HYDRONIC PIPING PLAN - EAST

E-001 ELECTRICAL LEGEND AND NOTES

ED101 ELECTRICAL DEMOLITION PLAN - 1ST FLOOR - WEST SIDE

ED102 ELECTRICAL DEMOLITION PLAN - 1ST FLOOR - EAST SIDE

ED103 ELECTRICAL DEMOLITION PLAN - 2ND FLOOR - WEST SIDE

ED104 ELECTRICAL DEMOLITION PLAN - 2ND FLOOR - EAST SIDE

ED105 ELECTRICAL DEMOLITION PLAN - 3RD FLOOR - WEST SIDE

ED106 ELECTRICAL DEMOLITION PLAN - 3RD FLOOR - EAST SIDE

EL101 LIGHTING PLAN - 1ST FLOOR - WEST SIDE

EL102 LIGHTING PLAN - 1ST FLOOR - EAST SIDE

EL103 LIGHTING PLAN - 2ND FLOOR - WEST SIDE

EL104 LIGHTING PLAN - 2ND FLOOR - EAST SIDE

EL105 LIGHTING PLAN - 3RD FLOOR - WEST SIDE

EL106 LIGHTING PLAN - 3RD FLOOR - EAST SIDE

EL107 LIGHTING PLAN - ATTIC - WEST SIDE

EL108 LIGHTING PLAN - ATTIC - EAST SIDE

EL401 ENLARGED LIGHTING PLAN - LIVING UNIT

EL501 LIGHT FIXTURE SCHEDULE

EL502 LIGHT FIXTURE DETAILS

EL601 LIGHTING CONTROL SCHEDULES AND DIAGRAMS

EP101 POWER PLAN - 1ST FLOOR - WEST SIDE

EP102 POWER PLAN - 1ST FLOOR - EAST SIDE

EP103 POWER PLAN - 2ND FLOOR - WEST SIDE

EP104 POWER PLAN - 2ND FLOOR - EAST SIDE

EP105 POWER PLAN - 3RD FLOOR - WEST SIDE

EP106 POWER PLAN - 3RD FLOOR - EAST SIDE

EP107 POWER PLAN - ATTIC - WEST SIDE

EP108 POWER PLAN - ATTIC - EAST SIDE

EP401 ENLARGED POWER PLANS

EP402 ENLARGED POWER PLANS

EP501 POWER DETAILS

EP601 POWER RISER DIAGRAM

EP602 EQUIPMENT BRANCH CIRCUIT SCHEDULE

EP603 EQUIPMENT BRANCH CIRCUIT SCHEDULE

EP604 EQUIPMENT BRANCH CIRCUIT SCHEDULE

EP605 EQUIPMENT BRANCH CIRCUIT SCHEDULE

EP606 EQUIPMENT BRANCH CIRCUIT SCHEDULE

EP701 PANEL SCHEDULES

EP702 PANEL SCHEDULES

EP703 PANEL SCHEDULES

EP704 PANEL SCHEDULES

EP705 PANEL SCHEDULES

EP706 PANEL SCHEDULES

EP707 PANEL SCHEDULES

EP708 PANEL SCHEDULES

EP709 PANEL SCHEDULES

EG101 LIGHTNING PROTECTION PLAN - WEST SIDE

EG102 LIGHTNING PROTECTION PLAN - EAST SIDE

EG501 MISC GROUNDING DETAILS

T-001 TELECOMMUNICATIONS LEGEND AND GENERAL NOTES

TN101 TELECOMMUNICATIONS PLAN - 1ST FLOOR - WEST SIDE

TN102 TELECOMMUNICATIONS PLAN - 1ST FLOOR - EAST SIDE

TN103 TELECOMMUNICATIONS PLAN - 2ND FLOOR - WEST SIDE

TN104 TELECOMMUNICATIONS PLAN - 2ND FLOOR - EAST SIDE

TN105 TELECOMMUNICATIONS PLAN - 3RD FLOOR - WEST SIDE

TN106 TELECOMMUNICATIONS PLAN - 3RD FLOOR - EAST SIDE

TN401 ENLARGED TELECOMMUNICATIONS PLANS

TN501 TELECOMMUNICATIONS DETAILS

TN601 TELECOMMUNICATIONS DIAGRAMS

GC101

D L

O C

N M

G . O

G R

. W

G . O

G R

M . K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

3D P

R O

R A1

N S

G C

.D W

G 9:

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R Y

C O

D E:

2H N

-2 2-

B-

N N

, G

W . O

M E

- S

0, P

E N

R T

G , N

O R

D Y

-4

. H

:3 0:

M P:

P R

\B R

S H

\P N

2_ G

C .D

W G

_N C

S_ 4_

M O

N O

CAMP MACKALL

VICINITY MAP

NO SCALE

FORT BRAGG

NLOCATION MAP FOR

FORT BRAGG CANTONMENT

1:20,000

REILLY ST.

BUTNER RD.

MURCHSON RD

GRUBER RD.

DIRECTORATE OF PUBLIC

WORKS

BUILDING NUMBER 3-1631

BARRACKS H4445

SEE SHEET GC102

KNOX STREET ACCESS

CONTROL

POINT ALL TRUCKS

HAUL ROUTE (GENERAL)

HAUL ROUTE (RECYCLE)

RECYCLING

AREA

LONGSTREET RD.COOLY RD.

NOTES:

1.) U.S. ARMY CORPS OF ENGINEERS CONTACT INFORMATION: RESIDENT OFFICE BLDG. 3-1933, (478) 926-0298.

2.) THE FORT BRAGG LAMONT CONSTRUCTION AND DEMOLITION (C&D) LANDFILL IS CLOSED AND WILL NOT BE ACCEPTING ANY C&D

WASTE AND ASBESTOS WASTE. ALL DEBRIS MUST BE DISPOSED OF OFF THE INSTALLATION.

3.) THE MUNICIPAL SOLID WASTE (MSW) TRANSFER STATION AT THE LAMONT LANDFILL FACILITY IS CLOSED AND WILL NOT ACCEPT

MSW AT THE FACILITY.

4.) ALL CONTRACTORS SHALL USE A STATE CERTIFIED C&D LANDFILL OR SUB TITLE "D" LANDFILL OFF FORT BRAGG FOR THE DISPOSAL OF C&D WASTE, ASBESTOS WASTE, AND MSW. LANDFILL SHALL BE SUBMITTED, FOR APPROVAL BY THE GOVERNMENT.

5.) THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN DATA OF ALL WASTE DISPOSED AND MATERIALS RECYCLED OFF FORT BRAGG.

THE DEPARTMENT OF THE ARMY (DA) AND THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NC DEQ) REQUIRES MONTHLY AND ANNUAL REPORTING OF ALL MATERIALS (WASTE AND RECYCLABLES) MANAGED BY FORT BRAGG. THE FORT BRAGG ENVIRONMENTAL COMPLIANCE BRANCH, SOLID WASTE/RECYCLING OFFICE IS RESPONSIBLE FOR COMPILING DATA INTO MONTHLY DIRECTORATE REPORTS TO BE CONSOLIDATED INTO REPORTS FOR THE DA AND THE NC DEQ. A PROVIDED FORM FROM THE SOLID WASTE/RECYCLING OFFICE OR A CONTRACTOR FORM SHALL BE FILLED OUT WITH THE TYPE OF WASTE OR RECYCLED MATERIAL, THE WEIGHT OF THE WASTE/MATERIAL (TONS OR POUNDS) AND THE FACILITY THE WASTE OR RECYCLABLES WERE DELIVERED. THIS INFORMATION IS REQUIRED TO BE SENT TO THE FORT BRAGG SOLID WASTE/RECYCLING OFFICE BY THE SECOND FRIDAY OF EACH MONTH. EMAIL TO JEFF SLOOP AT JEFFERY.W.SLOOP.CTR@MAIL.MIL OR FAX TO (910)396-4188, ATTN: SOLID

WASTE OFFICE.

6.) THE LAMONT LANDFILL FACILITY RECYCLING AREA WILL ACCEPT RECYCLABLE ITEMS:

CONCRETE, BRICK, AND BLOCK

- SHALL BE TESTED AND FREE OF ASBESTOS AND LEAD BASED PAINT TO BE RECYCLED

- SHALL BE NO LARGER THAN 2' BY 2' PIECES OR EQUIVALENT

- SHALL BE MINIMAL AMOUNT OF DIRT IN LOAD

- SHALL HAVE NO REBAR PROTRUDING OUT OF THE CONCRETE

TREES, LIMBS, AND STUMPS

- SHALL BE CUT TO 6 FEET OR LESS IN LENGTH

- IF THE TREE HAS A LARGE DIAMETER (EX. 3 FT DIA.) IT SHALL BE CUT TO LENGTHS OF 3 FEET OR LESS

- SHALL BE MINIMAL AMOUNT OF DIRT IN LOAD OR IN STUMP ROOTS

- WILL ACCEPT GROUND WOOD CHIPS

- NO TRASH IN LOAD

PALLETS

- SERVICEABLE AND NON-SERVICEABLE PALLETS

SCRAP STEEL AND SCRAP ALUMINUM

- NO ITEMS REQUIRING DEMILITARIZATION ACCEPTED

- NO ITEMS WITH LIQUIDS IN THEM

CARDBOARD TO BE RECYCLED

- A 40 YARD DUMPSTER IS AVAILABLE FOR CARDBOARD

- CARDBOARD CAN BE TAKEN TO THE FORT BRAGG RECYCLING CENTER AT BLDG 3-1240, BUTNER AND REILLY ROADS

- SHALL BE CLEAN OF TRASH, PLASTICS, STYROFOAM, WOOD, METAL, ETC

7.) A LANDFILL USAGE PERMIT, FOR CONTRACTORS, SHALL BE OBTAINED FROM THE DIRECTORATE OF PUBLIC WORKS (DPW), ENVIRONMENTAL COMPLIANCE BRANCH, SOLID WASTE/RECYCLING PROGRAM AT BLDG 3-1137, 910-432-6412. REVIEW THE "SOLID WASTE TRAINING FOR FORT BRAGG LANDFILL USERS" PRESENTATION ON CD OR VISIT THE ENVIRONMENTAL WEBSITE, HTTP://WWW.BRAGG.ARMY.MIL/DIRECTORATES/DPW/ENVDIV/ENVBR/PAGES/SOLIDWASTE.ASPX. CONTACT YOUR GOVERNMENT REPRESENTATIVE OR THE SOLID WASTE/RECYCLING PROGRAM AT 910-977-2502, 910-396-3372, OR 910-432-6412 FOR ADDITIONAL GUIDANCE. THE LANDFILL WILL NOT ACCEPT BORROW MATERIAL. EXCESS MATERIAL SHALL BE DISPOSED OF OFF POST.

8.) STATE LAW AND FORT BRAGG REGULATIONS REQUIRE COVERING OF LOADS OF WASTE OR RECYCLABLES TO PREVENT LITTER.

9.) ALL WASTE OR RECYCLABLE MATERIAL LOADS ARE SUBJECT TO INSPECTION OF THEIR CONTENTS WHILE PRESENT ON FORT

BRAGG.

10.) ALL CONSTRUCTION OR DEMOLITION RECYCLABLES (I.E. HVAC UNITS (FREON REMOVED), AIR HANDLERS, PIPING, METAL BEAMS, MOTORS, VALVES, COPPER WIRE, ETC.) ARE THE PROPERTY OF THE GOVERNMENT UNLESS THE CONTRACT SPECIFIES THAT THEY BECOME CONTRACTOR PROPERTY. ITEMS SHALL BE TRANSPORTED TO THE DPW RECYCLING CENTER OR LAMONT ROAD

RECYCLING AREA.

11.) ALL ASPHALT PAVEMENT (INCLUDING MILLED) SHALL BE DISPOSED OF OFF THE INSTALLATION AT THE CONTRACTOR'S EXPENSE.

12.) POST ACCESS CONTROL POINT (ACP) PLAN:

- INFO AND HOURS FOR ACP'S CAN BE FOUND HERE: HTTP://WWW.BRAGG.ARMY.MIL/DIRECTORATES/DES/PAGES/DEFAULT.ASPX

- ALL VEHICLES ARE SUBJECT TO SEARCH, REGARDLESS OF WHETHER THEY HAVE AN AUTOMATED INSTALLATION ENTRY, HAVE

A TEMPORARY PASS, OR HAVE NEITHER. ALL CONTRACTORS COMMERCIAL OR PRIVATELY OWNED VEHICLES REQUIRE

REGISTRATION.

13.) ALL CONSTRUCTION VEHICLES SHALL ENTER AND EXIT THE INSTALLATION THROUGH THE KNOX STREET ACCESS CONTROL POINT. SEE SHEET VICINITY MAP. HAUL ROUTE SHOWN IS SUGGESTED, CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE

BEST AVAILABLE ROUTE AND SHALL COORDINATE WITH THE COR AS NEEDED.

BARRACKS H4445

SEE LOCATION MAP

AutoCAD SHX Text C1534

AutoCAD SHX Text

WASH PLATFORM

AutoCAD SHX Text

OIL/ GREASE SEP

AutoCAD SHX Text

LD/UNLD DOC RAMP

AutoCAD SHX Text

WASHRACK

AutoCAD SHX Text

GREASERACK

AutoCAD SHX Text

WASTE OIL/ ANTIFREEZE TANKS

AutoCAD SHX Text

WASH PLATFORMS

AutoCAD SHX Text

WASHRACK

AutoCAD SHX Text

OIL-GRIT SEP

AutoCAD SHX Text

GREASE RACK

AutoCAD SHX Text

LIGHTNING FIELD

AutoCAD SHX Text

LIGHTNING FIELD

AutoCAD SHX Text A6192

AutoCAD SHX Text

FLAG POLE

AutoCAD SHX Text

SWIMMING POOL

AutoCAD SHX Text

SWIMMING POOL D4049

AutoCAD SHX Text

SWIMMING POOL C5041

AutoCAD SHX Text

GYM & POOL

AutoCAD SHX Text

SOFTBALL AND SOCCER FIELD

AutoCAD SHX Text 83986

AutoCAD SHX Text

TENNIS COURTS G3520

AutoCAD SHX Text

BASKETBALL COURT G3414

AutoCAD SHX Text

PLAYGROUND G2417

AutoCAD SHX Text

PLAYGROUND G2417

AutoCAD SHX Text

PLAYGROUND G3421

AutoCAD SHX Text

PLAYGROUND G2709

AutoCAD SHX Text

PLAYGROUND G2709

AutoCAD SHX Text

G2710 BASKETBALL COURT

AutoCAD SHX Text

PLAYGROUND G2711

AutoCAD SHX Text

PLAYGROUND G2711

AutoCAD SHX Text

PLAYGROUND G2314

AutoCAD SHX Text

PLAYGROUND G2314

AutoCAD SHX Text

PLAYGROUND G2114

AutoCAD SHX Text

PLAYGROUND G2114

AutoCAD SHX Text G1907

AutoCAD SHX Text

BASKETBALL COURT

AutoCAD SHX Text

PLAYGROUND G1805

AutoCAD SHX Text

PLAYGROUND G2306

AutoCAD SHX Text

PLAYGROUND G2406

AutoCAD SHX Text G2406

AutoCAD SHX Text

PLAYGROUND G2310

AutoCAD SHX Text

PLAYGROUND

AutoCAD SHX Text

BASEBALL FIELD

AutoCAD SHX Text

SOFTBALL FIELD

AutoCAD SHX Text

MULTIATH FIELD

AutoCAD SHX Text

RUNNING TRACK

AutoCAD SHX Text

POST CEMETERY

AutoCAD SHX Text

VETERAN AFFAIRS CEMETERY

AutoCAD SHX Text

VETERAN AFFAIRS CEMETERY

AutoCAD SHX Text 1370'

AutoCAD SHX Text 1425'

AutoCAD SHX Text 1370'

AutoCAD SHX Text 1250'

AutoCAD SHX Text 1425'

AutoCAD SHX Text

TAXIWAY NO.5 (R/W)

AutoCAD SHX Text

HELIPAD

AutoCAD SHX Text

HELIPAD

AutoCAD SHX Text

PARKING

SCALE: 1" = 40'

40' 80'0'

GC102

C O

R U

O N

G . O

G R

G . O

G R

M . K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

3D P

R O

R A1

N S

G C

.D W

G 9:

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R Y

C O

D E:

2H N

-2 2-

B-

N N

, G

W . O

M E

- S

0, P

E N

R T

G , N

O R

D Y

-4

. H

:3 6:

M P:

P R

\B R

S H

\P N

2_ G

C .D

W G

_N C

S_ 4_

M O

N O

GRUBER ROAD

BARRACKS H-4445

N: 500466.18 E: 2004500.99

N: 500798.42 E: 2004464.00

N: 500682.08 E: 2004040.63

6T H

N: 500722.18 E: 2004480.12

N: 500513.20 E: 2004444.87

N: 500478.57 E: 2004498.38

S D

H-4350

H-4952

H -4

H-3849H-3743

H-4440

H-4842

LAYDOWN AREA

N: 500526.05 E: 2004401.08 N: 500504.82 E: 2004405.60

N: 500809.81 E: 2004159.44

N: 500711.86 E: 2004180.76

N: 500845.38 E: 2004296.69

N: 500821.68 E: 2004184.80

N: 500709.57 E: 2004420.52

N: 500685.24 E: 2004408.28

N: 500451.67 E: 2004371.18

N: 500439.31 E: 2004373.79

LOC

N: 500459.34 E: 2004087.80

N: 500766.70 E: 2004313.89

GC103

N O

G . O

G R

G . O

G R

M . K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

3D P

R O

R A1

N S

G C

.D W

G 9:

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R Y

C O

D E:

2H N

-2 2-

B-

N N

, G

W . O

M E

- S

0, P

E N

R T

G , N

O R

D Y

-4

. H

:3 7:

M P:

P R

\B R

S H

\P N

2_ G

C .D

W G

_N C

S_ 4_

M O

N O

1.) INITIAL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO PERFORMING ANY

LAND DISTURBING ACTIVITIES OR REMOVALS.

2.) TOPSOIL SHALL BE SPREAD 4 INCHES THICK ON AREAS IDENTIFIED TO BE GRASSED OR

LANDSCAPED. TOPSOIL MAY NOT BE PILED HIGHER THAN 5 FT IF STOCKPILED ON SITE.

CONTRACTOR SHALL TEST THE TOPSOIL FOR SUITABILITY OF THE ESTABLISHMENT OF

THE SPECIFIED TURF AND LANDSCAPING. APPROVED SOIL AMENDMENTS SHALL BE

ADDED TO MAINTAIN SOIL SUITABILITY.

3.) PAVEMENTS TO BE REMOVED SHALL BE SAW CUT ALONG THE EDGE OF REMOVAL TO

PROVIDE A SMOOTH TIE IN OF NEW PAVEMENT. ALL PAVEMENT DEMOLISHED SHALL BE

REMOVED. DEMOLISHED PAVEMENT CANNOT BE REUSED AS BASE COURSE MATERIAL.

4.) SIDEWALKS AND CURB AND GUTTER TO BE REMOVED SHALL BE SAW CUT AT THE NEAREST

JOINT TO PROVIDE A SMOOTH TIE IN OF NEW SIDEWALKS, CURB AND GUTTER. SAW CUT

EDGES ARE TO BE PROTECTED BY THE CONTRACTOR. DAMAGED EDGES SHALL BE RE-SAWED

TO PROVIDE ONE UNIFORM EDGE, AND THE ADDITIONAL COST SHALL BE BORNE BY THE

CONTRACTOR.

5.) THE LIMITS OF CONSTRUCTION ARE SHOWN ON THE CIVIL PLAN SHEETS. THE LIMITS OF

CONSTRUCTION AS SHOWN SHALL BE NOT BE ADJUSTED WITHOUT PRIOR APPROVAL OF THE

CONTRACTING OFFICER'S REPRESENTATIVE (COR).

6.) TEMPORARY STOCKPILE LOCATIONS OF EXCAVATED MATERIALS FROM THE INSTALLATION OF

UTILITIES SHALL BE COORDINATED WITH THE COR.

7.) BACKFILL OF THE EXCAVATED AREAS SHALL BE AS SPECIFIED IN SPECIFICATION SECTION

31 00 00, 'EARTHWORK'.

8.) THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF TRAFFIC CONTROL NEAR THE

CONSTRUCTION AREA WITH RAY GOFF AT DPW.

DEMOLITION AND REMOVAL NOTES:

1.) CONTRACTOR STAGING / LAYDOWN AREA WILL BE WITHIN THE CONSTRUCTION LIMITS. SEE SHEET

GC102 FOR LOCATION.

STAGING / LAY DOWN AREAS:

1.) ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY

SURROUNDING THE SITE WHICH AFFECTS OPERATIONS SHALL BE CONTINUALLY AND EFFECTIVELY

DRAINED DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE

DE-WATERING AS REQUIRED SO THAT ALL FOOTING EXCAVATIONS ARE ACCOMPLISHED IN THE

DRY. ALL FOOTING EXCAVATIONS SHALL REMAIN DRY AND FIRM UNTIL THE FOOTINGS ARE IN

PLACE AND BACKFILLED. DE-WATERING OF ANY SURFACE WATER, GROUND WATER TABLE, AND

OR ANY PERCHED WATER CONDITION WHICH MAY BE ENCOUNTERED DURING EXCAVATIONS SHALL

BE ACCOMPLISHED BY ANY ACCEPTABLE MEANS AS APPROVED BY THE CONTRACTING OFFICER.

SEE PARAGRAPHS ON DRAINAGE AND DE-WATERING OF EARTHWORK SPECIFICATIONS FOR

ADDITIONAL REQUIREMENTS. ALL DE-WATERING EFFLUENT SHALL BE PUMPED THROUGH A SILT

BAG AND INTO A SEDIMENT BASIN, BEFORE LEAVING SITE.

2.) ALL FILL AND CUT SLOPES SHALL BE NO STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL UNLESS

NOTED OTHERWISE ON THE DRAWINGS.

3.) SEE FINAL EROSION CONTROL SHEETS AND GRASSING SPECIFICATION FOR PERMANENT GRASSING

ON SLOPES 3 HORIZONTAL TO 1 VERTICAL OR STEEPER.

4.) ALL STORM PIPES LOCATED UNDER PAVEMENT TO HAVE WATERTIGHT JOINTS. EXTEND

WATERTIGHT JOINTS FROM EDGES OF PAVEMENT AT A MINIMUM RATIO OF 3 HORIZONTAL AND 1

VERTICAL COMPARED TO THE DEPTH OF THE INVERT OF THE SUBJECT PIPE.

5.) ALL EXISTING MANHOLES SHOWN TO REMAIN SHALL BE RAISED OR LOWERED TO MATCH THE NEW

FINISHED GRADES UNLESS NOTED OTHERWISE ON THESE PLAN SHEETS.

6.) THE CONTRACTOR SHALL COORDINATE ALL GRADING OPERATIONS WITH OTHER UTILITIES TO BE

INSTALLED. WHERE EARTHWORK CUT IS TO BE ACCOMPLISHED, ALL NEW UTILITIES SHALL BE

CONSTRUCTED WITH THE REQUIRED COVER AND COORDINATION WITH PRIVATIZED UTILITIES OF

OTHER DISCIPLINES.

7.) THE CONTRACTOR SHALL GROUT SEAL EXISTING STORM DRAINAGE STRUCTURES AT THE

LOCATIONS WHERE NEW STORM DRAINAGE PIPES TIE TO THESE STRUCTURES.

8.) CONTRACTOR SHALL VERIFY ALL LOCATIONS AND ELEVATION OF UNDERGROUND DRAINAGE AND

UTILITIES PRIOR TO CONSTRUCTION.

9.) FINISHED FLOOR ELEVATIONS ARE SHOWN ON THE DRAWINGS.

GRADING AND STORM DRAINAGE NOTES:

1.) COMMUNICATION: DEPARTMENT OF PUBLIC WORKS (DPW)

2.) ELECTRIC: SANDHILLS UTILITY SERVICE (SUS) JOHN JONES (910) 396-4286

3.) NATURAL GAS: PIEDMONT NATURAL GAS JAMES COOK (910) 396-6368

4.) WATER: AMERICAN STATES UTILITY SERVICES (ASUS) NATHAN HURST (910) 908-4447

5.) SEWER: OLD NORTH UTILITY SERVICES, INC.(ONUS) KEVIN MCLAUGHLIN (910) 495-1311

6.) STORM DRAIN: DEPARTMENT OF PUBLIC WORKS (DPW) KENNETH McMILLAN (910) 907-5325

UTILITY PROVIDERS:

1. REMOVAL, REPLACEMENT, RELOCATION, AND/OR MODIFICATION TO EXISTING UTILITIES, MAINTAINED BY A PRIVATIZED UTILITY COMPANY, WILL BE COMPLETED BY THAT PRIVATIZED UTILITY COMPANY.

2. SEE MECHANICAL / PLUMBING SHEETS FOR LOCATIONS OF DOMESTIC WATER SERVICE, FIRE

SERVICE, AND SANITARY SEWER BUILDING CONNECTIONS.

3. AMERICAN STATES UTILITY SERVICES (ONUS) IS RESPONSIBLE FOR DESIGNING, CONSTRUCTING, AND MAINTAINING SITE SANITARY SEWER, DOMESTIC WATER, AND FIRE SERVICE.

4. PIEDMONT NATURAL GAS IS RESPONSIBLE FOR DESIGNING, CONSTRUCTING, AND MAINTAINING SITE

NATURAL GAS SERVICE.

5. SANDHILLS UTILITY SERVICES (SUS) IS RESPONSIBLE FOR DESIGNING, CONSTRUCTING, AND

MAINTAINING SITE ELECTRICAL.

UTILITY NOTES:

1.) PROJECT SHALL COMPLY WITH ALL UFC, ABA/ADA, IBC, NFPA, AND FORT BRAGG DESIGN GUIDELINES, REQUIREMENTS, CODES, AND REGULATIONS.

GENERAL NOTES:

1.) CONTRACTOR SHALL SUBMIT AND IMPLEMENT A TRAFFIC CONTROL PLAN (TCP) AND PUBLIC NOTICE FLYERS TO ALERT THE LOCAL PUBLIC PRIOR TO CONSTRUCTION FOR WORK ALONG GRUBER ROAD.

THE TCP MUST BE SIGNED AND STAMPED BY A LICENSED TRAFFIC ENGINEER IN THE STATE OF NORTH CAROLINA AND COMPLY WITH THE ALL APPLICABLE UFC'S AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION'S GUIDELINES AS WELL AS BASE TRAFFIC CONTROL STAFF CRITERIA. CONTACT RAY GOFF AT (910) 907-1759 FOR BASE TRAFFIC CONTROL CRITERIA AND RECOMMENDATIONS.

TRAFFIC CONTROL:

GC104

N S

G . O

G R

G . O

G R

M . K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

3D P

R O

R A1

N S

G C

.D W

G 9:

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R Y

C O

D E:

2H N

-2 2-

B-

N N

, G

W . O

M E

- S

0, P

E N

R T

G , N

O R

D Y

-4

. H

:3 8:

M P:

P R

\B R

S H

\P N

2_ G

C .D

W G

_N C

S_ 4_

M O

N O

ASPHALT

CONCRETE PAVEMENT

CONCRETE SIDEWALK

FIRE HYDRANT

STRUCTURES

TREES

CONCRETE CURB & GUTTER

NEWTO BE REMOVED A/C

E E

SS SS

SD SD

GAS

AIR CONDITIONER

BOLLARD

CATCH BASIN

COMMUNICATION WITNESS POST

DROP INLET

ELECTRIC PULL BOX

ELECTRIC TRANSFORMER

FIRE HYDRANTS

GAS VALVE

GUY WIRE

LIGHT POLES

MANHOLE - COMMUNICATIONS

MANHOLE - ELECTRIC

MANHOLE - SEWER

MANHOLE - STORM DRAIN

POWER POLE

SEWER CLEANOUT

SIGN

SURVEY CONTROL POINT

TELEPHONE PEDESTAL

TREES/BUSHES

WATER METER

WATER VALVES

T T

123 123

PROPOSED WORK SYMBOLS

W W

EXISTING SYMBOLS LINE TYPES

IE INVERT ELEVATION

LOC LIMITS OF CONSTRUCTION

LOD LIMITS OF DISTURBANCE

LP LOW POINT

MP MULTI-PURPOSE POND

NIC NOT IN CONTRACT

NTP NOTICE TO PROCEED

PI POINT OF INTERSECTION

POB POINT OF BEGINNING

POC POINT ON CURVE

POD POINT OF DEMARCATION

POE POINT OF ENDING

PVMT PAVEMENT

RCP REINFORCED CONCRETE PIPE

RR RAILROAD

SDMH STORM DRAIN MANHOLE

SSCO SANITARY SEWER CLEANOUT

SSMH SANITARY SEWER MANHOLE

SS SANITARY SEWER

STD STANDARD

STR STORM STRUCTURE

TC TOP OF CONCRETE

TP TOP OF PAVEMENT

TS TOP OF STAIRS

TW TOP OF WALK / WALL

XSECT CROSS SECTION

AC ASPHALT CONCRETE

ATFP ANTI TERRORISM FORCE PROTECTION

BC BEGINNING OF CURVE

BIO BIO RETENTION AREA

BM BENCHMARK

BMP BEST MANAGEMENT PRACTICE

BOC BACK OF CURB

BRK LN STORM WATER BREAK LINE

BRK PT STORM WATER BREAK POINT

BS BOTTOM OF STAIRS

BTM BOTTOM

CGS CURB, GUTTER, SIDEWALK

CMP CORRUGATED METAL PIPE

COR CONTRACTING OFFICER'S REPRESENTATIVE

CP CONTROL POINT

CR CROWN

DBH DIAMETER AT BREAST HEIGHT

DFAC DINING FACILITY

DI DRAIN INLET

DPW DIRECTORATE OF PUBLIC WORKS

DS DOWNSPOUT

EC END OF CURVE

ECB EROSION CONTROL BLANKET

ELEV ELEVATION

EP EDGE OF PAVEMENT

FF FINISHED FLOOR

FG FINISHED GRADE

FH FIRE HYDRANT ASSEMBLY

FL FLOW LINE

FP FINISHED PAD

H/C HANDICAP

ATFP BOUNDARY

CONSTRUCTION LIMITS

CONTOUR LINE- EXISTING

CONTOUR LINE - PROPOSED

DIRT TRAIL

DRAINAGE SWALE

ELECTRICAL CONDUIT

FENCE - EXISTING

FENCE - PROPOSED

FENCE - TEMPORARY

FIRE WATER

GRAVEL ROAD

SANITARY SEWER PIPE

STORM DRAIN PIPE

TELEPHONE CONDUIT

TREES OR BUSHES

WATER PIPE

WATERSHED BOUNDARY

CHILLED WATER

HOT WATER

XX XX

FW FW

ABBREVIATIONS

COMM

CW CW

HW HW

123 123

CP # 4

275.758

CP # 5

275.139

274.853 Edge of Asphalt

274.878 Edge of Asphalt

274.731

Edge of Asphalt

274.771

Edge of Asphalt

274.744

Edge of Asphalt

274.741

Edge of Asphalt

274.559

Edge of Asphalt

274.692

UNKN

274.662

UNKN

274.465

Edge of Asphalt

274.622

Edge of Asphalt

274.477

Edge of Asphalt

274.714

Edge of Asphalt

274.727

UNKN

274.822

UNKN

273.746

Edge of Asphalt

273.720

Edge of Asphalt

273.699

Edge of Asphalt

273.411 Edge of Asphalt

273.536

UNKN

UNKN273.514

Edge of Asphalt

273.416

UNKN54

273.452

UNKN

274.370

UNKN OBJ.

274.411

CHAIN LINK FENCE

274.279

Edge of Asphalt

274.281

Edge of Asphalt

274.676

CHAIN LINK FENCE

274.711

UNKN OBJ.

274.607

UNKN

274.871

UNKN

274.715

UNKN

275.219

CHAIN LINK FENCE

274.980

Edge of Asphalt

273.933

Edge of Asphalt

273.386

Edge of Asphalt

274.560

CHAIN LINK FENCE

274.200

UNKN OBJ.

274.371

UNKN

274.253

UNKN

274.289

UNKN

274.493

CHAIN LINK FENCE

274.440

CHAIN LINK FENCE

273.887

UNKN OBJ.

274.040

UNKN

274.292

UNKN

274.142

UNKN

273.811

UNKN

273.893

UNKN

273.862

UNKN

274.275

UNKN

274.308

UNKN

274.087

UNKN

273.968

UNKN 142

274.363

UNKN

274.075

UNKN

273.956

UNKN

274.229

UNKN

274.093

UNKN

273.923

UNKN 148

273.969

UNKN

274.119

UNKN150

274.363

UNKN

274.213

UNKN

S SSMH

RIM: 276.46

273.498

SWALE (top)

273.086

SWALE (cl)

273.623

SWALE (top)

273.674

SWALE (top)

273.436

SWALE (cl)

274.068

SWALE (top)

274.158

SWALE (top)

272.474

SWALE (cl)

273.655

SWALE (top)

272.663

SWALE (cl)

SSSMH

RIM: 276.43

273.968

SWALE (cl)

274.311 SWALE (top)

274.451

SWALE (top)

274.460

UNKN

274.270

UNKN

274.492

UNKN

274.478

UNKN

274.470

UNKN

274.442

UNKN

274.603

UNKN

274.599

UNKN

275.921

CSW

276.138

CSW

277.003

CSW

277.118

CSW

276.218

CSW

276.527

CSW

277.365

CSW

277.282

CSW

276.527

CSW

276.531

CSW

277.266

CSW

277.901

CSW

277.281

CSW

276.728

CSW

276.333

CSW

276.616

CSW

276.378

CSW

LIGHT POLE343

276.382

CSW

276.518

CSW

276.422

CSW

276.388

CSW

276.687

CSW

276.856

CSW

277.072

CSW

276.861

CSW

277.119

BRICK WALL

277.119

BRICK WALL

277.115

BRICK WALL

276.968

BRICK WALL

276.985

BRICK WALL

277.101

BRICK WALL

277.085

BRICK WALL

277.067

BRICK WALL

277.007

BRICK WALL

277.106

BRICK WALL

277.078

BRICK WALL

277.471

CSW

277.053

BRICK WALL

277.069

BRICK WALL

277.280

CSW

277.039

BRICK WALL

276.887

CSW

277.069

CSW

277.058

BRICK WALL

277.085

CSW

277.115

CSW

277.062

CSW

277.057

CSW

277.572

CSW

277.111

CSW

277.132

CSW

276.927

CSW 380

276.829

CSW

276.845

CSW

277.096

CSW

277.287

CSW

277.112

CSW

276.692

CSW

276.588

CSW

276.504

ELECT. TRANS. (edge)

276.559

ELECT. TRANS. (edge)

276.495 ELECT. TRANS. (edge)

276.485

COMM. BOX (edge)

276.480

COMM. BOX (edge)

276.547

COMM. BOX (edge)

276.374

EDGE CTV BOX

SPOT LIGHT

(Typ.)

276.502

CSW

276.890

CSW

276.450

CSW

LIGHT POLE(Typ.)

SSMH

RIM: 276.01

276.500

CSW415

276.091

CSW

276.317

CSW

LIGHT POLE

(Typ.)

276.526

CSW

277.414

CSW

277.610

CSW

277.738

CSW

276.575

CSW

276.686

CSW

276.853

CSW

276.899

CSW

276.867

CSW

276.607

CSW

276.604

CSW

276.463

CSW

276.561

CSW

276.543

CSW

276.772

CSW

276.812

CSW

277.068

CSW

277.478

CSW

277.591

CSW

277.583

CSW

277.460

CSW

277.445

CSW

277.500

CSW

277.631

CSW446

277.705

CSW

277.703

CSW 448

277.477

CSW

277.542

CSW450

277.552

CSW

277.591

UNKN

277.593

UNKN

277.598

UNKN

LIGHT POLE

277.892

CSW

WATER VALVE

FIRE HYDRANT

277.631

CSW

276.876

CSW

276.541

CSW

276.436

CSW

276.715

CSW

276.708

CSW

276.699

CSW

276.597

CSW

276.500

CSW

276.597

CSW

276.556

CSW

277.596

CSW

276.633

CSW

276.662

CSW

276.616

CSW

276.638

CSW

276.464

CSW

276.505

CSW

276.914

CSW

276.935

CSW

276.801

CSW

276.607

CSW

276.973

CSW

276.648

CSW

276.685

CSW

276.797

CSW

276.659

CSW

276.412

CSW

WATER VALVE(Typ.)

FIRE HYDRANT

276.444

CSW

276.353

CSW

BOLLARD

(Typ.)

276.330

CSW

276.232

CSW

274.785

CSW

274.183

CSW

273.557

CSW

273.462

CSW

273.974

CSW

274.937

CSW

276.247

CSW

276.288

CSW

276.424

CSW

276.394

CSW

276.382

CSW

276.407

CSW

276.317

CSW

276.213

CSW

276.091

CSW

276.124

CSW

276.101

CSW

275.902

CSW

275.985

CSW

275.792

CSW

276.349

TOP WALL

276.355

TOP WALL

276.540

TOP WALL

276.566

TOP WALL

276.403

CSW

276.542

CSW

276.242

CSW

276.116

UNKN

276.192

UNKN

276.104

UNKN

276.019

UNKN

276.088

UNKN

276.104

UNKN

276.110

UNKN

276.097

UNKN

275.989

UNKN

275.960

UNKN 613

275.584

TOE SLOPE

275.667

TOE SLOPE

275.748

TOE SLOPE

275.764

TOE SLOPE

275.760

TOE SLOPE

275.864

TOP SLOPE

275.970

TOP SLOPE

275.966

TOP SLOPE624

275.889

TOP SLOPE

276.019

TOP SLOPE

275.978

TOP SLOPE

275.902

TOP SLOPE

275.855

TOP SLOPE

275.515

TOE SLOPE

275.413

TOE SLOPE

275.379

TOE SLOPE

276.192

CSW

276.408

CSW

276.586

CSW

276.844

CSW

276.382

CSW

277.112

BRICK WALL

276.828

BRICK WALL

277.227

BRICK WALL

277.412

BRICK WALL

277.364

BRICK WALL

277.159

BRICK WALL

277.322

ELECT. TRANS. (edge)

277.475

ELECT. TRANS. (edge)

277.425

ELECT. TRANS. (edge)

276.509

ELECT. TRANS. (edge)

276.512

ELECT. TRANS. (edge)

276.306

ELECT. TRANS. (edge)

276.237

CSW

276.167

CSW

276.211

CSW

276.373

CSW

276.376

CSW

275.877

UNKN OBJ.

276.027

CSW

276.197

CSW

276.605

CSW

276.639

CSW

276.295

CSW

275.883

CSW

275.769

CSW

275.963

CSW

275.713

CSW

275.655

CSW

275.661

CSW

275.539

CSW

275.518

CSW

275.763

TOP SLOPE

275.700

TOP SLOPE

275.546

TOP SLOPE

275.646

TOP SLOPE

275.646

TOP SLOPE

275.623

TOP SLOPE

275.617

TOP SLOPE

275.805

TOP SLOPE

275.408

CSW

275.903

CSW

275.725

CSW

275.701

CSW

274.967

TOE SLOPE

274.848

TOE SLOPE

274.669

TOE SLOPE

274.952

TOE SLOPE

FIRE HYDRANT

(Typ.)

275.543

CSW

275.698

CSW

276.735

CSW

276.542

CSW

275.703

CSW

275.736

CSW

276.707

CSW

276.721

CSW

LIGHT POLE

(Typ.) 743

276.843

CSW

276.758

CSW

275.657

CSW

275.647

CSW

275.550

CSW

276.466

CSW

276.233

CSW

275.610

UNKN OBJ.

275.480

CSW

275.327

CSW

274.681

CSW

275.142

CSW

275.114

CSW

275.173

CSW

275.058

CSW

275.021

CSW

274.214

CSW

274.200

CSW

273.923

CSW

273.794

CSW

273.838

CSW

273.952

CSW

273.820

CSW

LIGHT POLE(Typ.)

273.728

CSW

273.767

CSW

274.034

CSW

273.457

CSW

275.756

UNKN OBJ.

275.838

UNKN OBJ.

276.119

UNKN OBJ.

UTILITY POLE

273.278

TBC

272.928

BFC

272.987

GUTTER

273.879

YELLOW STRIPE

273.346

TBC

273.018

BFC

273.040

BFC

273.398

TBC

273.494

TBC

273.418

BFC

273.040

BFC

273.110

BFC

273.268

GUTTER

273.459

TBC

274.080

YELLOW STRIPE

273.591

TBC

273.206

BFC

273.546

TBC

273.550

TBC

273.247

GUTTER

273.823

TBC

273.335

BFC

273.222

GUTTER

274.320

YELLOW STRIPE

274.152

TBC

273.765

BFC

273.740

GUTTER

274.611

YELLOW STRIPE

274.388

TBC

273.942

BFC

273.997

GUTTER

274.831

YELLOW STRIPE

274.517

TBC

273.984

BFC

273.692

BFC

274.309

TBC

274.254

TBC

274.274

TBC

273.530

BFC

273.510

BFC

273.491

BFC

274.283

TBC

274.417

TBC

273.742

BFC

274.509

TBC

273.980

BFC

274.080

GUTTER

275.032

YELLOW STRIPE

275.081

UNKN OBJ.

275.183

UNKN OBJ.

274.876

UNKN OBJ.

274.709

TBC

274.274

BFC

274.356

GUTTER

275.298

YELLOW STRIPE

275.244

TBC

274.848

BFC

274.906

GUTTER

275.777

YELLOW STRIPE

276.151

TBC

275.676

BFC

275.755

GUTTER

276.671

YELLOW STRIPE

275.575

GUTTER

275.518

BFC

275.967

TBC

274.855

TBC

274.442

BFC

274.470

GUTTER

274.323

TBC

273.893

BFC

273.865

GUTTER

274.168

TBC

273.725

BFC

273.376

BFC

274.095

TBC

273.269

THROAT OF SDCB

273.753

GUTTER

273.318

BFC

274.032

TBC

274.257

TBC

273.760

BFC

273.786

GUTTER

274.116

TBC

273.684

BFC

273.661

GUTTER

273.508

GUTTER

273.535

BFC

273.921

TBC

273.523

TBC

273.120

BFC

273.170

GUTTER

272.900

GUTTER

272.825

BFC

273.288

TBC

273.146

TBC

272.709

BFC

272.714

GUTTER

274.193

TOE SLOPE

274.309

TOE SLOPE

274.521

TOE SLOPE

274.421

TOE SLOPE895

274.492

TOE SLOPE

274.538

TOE SLOPE

274.352

TOE SLOPE

274.337

TOE SLOPE

274.229

TOE SLOPE

274.204

TOE SLOPE

274.264

TOE SLOPE

276.071

TOP SLOPE

276.082

TOP SLOPE

275.851

TOP SLOPE

275.719

TOP SLOPE

276.287

TOP SLOPE

274.651

TOE SLOPE

274.783

TOE SLOPE

274.739

TOE SLOPE

274.949

TOE SLOPE

275.357

TOE SLOPE912

275.128

TOE SLOPE913

275.248

TOE SLOPE

275.051

TOE SLOPE

274.986

TOE SLOPE

274.928

TOE SLOPE 917

274.667

TOE SLOPE

275.701

TOP SLOPE

276.009

TOP SLOPE

276.202

TOP SLOPE

276.622

TOP SLOPE

277.275

TOP SLOPE

275.371

TOE SLOPE

275.656

TOE SLOPE

276.150

TOE SLOPE

276.338

TOE SLOPE927

276.635

TOE SLOPE

276.795

TOE SLOPE929

276.511

TOE SLOPE930

276.329

TOE SLOPE

276.176

TOE SLOPE

276.120

TOE SLOPE

275.883

TOE SLOPE

275.662

TOE SLOPE

277.491

TOP SLOPE

278.345

TOP SLOPE

277.635

TOP SLOPE

277.609

TOP SLOPE

278.785

TOP SLOPE

279.552

TOP SLOPE

277.947

TOE SLOPE

277.470

TOE SLOPE

277.261

TOE SLOPE

277.165

TOE SLOPE

276.911

TOE SLOPE

277.256

TOE SLOPE

277.704

TOE SLOPE

277.924

TOE SLOPE

278.915

TOP SLOPE

278.553

TOP SLOPE

280.037

TOP SLOPE

280.090

TOP SLOPE

277.297

CSW

277.366

CSW

277.577

UNKN OBJ.

277.016

TOE SLOPE

276.868

TOE SLOPE

276.769

TOE SLOPE

276.890

TOE SLOPE

277.397

CSW

277.397

CSW

277.346

CSW

DSDSDS

276.787

CSW

277.425

UNKN OBJ.

276.781

CSW

276.884

UNKN OBJ.

276.896

UNKN OBJ.

277.812

UNKN OBJ. 1080

277.238

UNKN OBJ.

277.237

UNKN OBJ.

276.821

CSW

276.856

CSW

277.485

UNKN OBJ.

276.785

CSW

277.356

UNKN OBJ.

277.383

UNKN OBJ.

D SDDI 0.65' DIAM.RIM: 274,72

276.698

CSW

276.716

UNKN

276.683

UNKN

G GAS METER

277.240

UNKN OBJ.

277.241

UNKN OBJ.

276.604

3" PVC PIPE INVERT

277.504

UNKN OBJ.

276.840

CSW

276.806

CSW

277.520

UNKN OBJ.

276.916

TOE SLOPE

277.597

TOE SLOPE

277.648

TOE SLOPE

277.839

TOE SLOPE

277.280

TOE SLOPE

276.803

TOE SLOPE

278.210

TOP SLOPE

278.541

TOP SLOPE

279.058

TOP SLOPE

279.023

TOP SLOPE

276.307

TOE SLOPE

276.353

TOE SLOPE

276.824

CSW

276.911

UNKN OBJ.

276.886

UNKN OBJ.

277.591

UNKN OBJ.

277.408

UNKN OBJ.

277.416

UNKN OBJ.

276.670

CSW1246

276.749

CSW

276.722

CSW

276.762

CSW

276.885

CSW

276.922

CSW

276.940

CSW

276.829

CSW

276.831

CSW

276.751

CSW

276.707

CSW

277.084

TOE SLOPE

277.260

TOE SLOPE

277.014

TOE SLOPE

276.930

TOE SLOPE

276.990

TOE SLOPE

276.956

TOE SLOPE

277.064

TOE SLOPE

276.823

TOE SLOPE

276.506

TOE SLOPE

276.376

TOE SLOPE

276.392

TOE SLOPE

276.331

TOE SLOPE

278.912

TOP SLOPE

279.343

TOP SLOPE

279.271

TOP SLOPE

279.352

TOP SLOPE

279.033

TOP SLOPE

278.947

TOP SLOPE

278.611

TOP SLOPE

277.131

TOE SLOPE

276.851

TOE SLOPE

276.817

TOE SLOPE

276.335

TOE SLOPE

276.260

TOE SLOPE

276.049

TOE SLOPE

277.577

UNKN OBJ.

277.582

UNKN OBJ.1341

277.557

UNKN OBJ.

277.297

UNKN OBJ.

277.297

UNKN OBJ.

276.730

CSW

276.768

CSW

276.762

CSW

276.698

CSW

276.745

CSW

277.653

UNKN OBJ.

276.749

CSW

276.779

CSW

276.722

CSW

277.648

UNKN OBJ.

277.679

UNKN OBJ.

277.482

UNKN OBJ.

277.487

UNKN OBJ.

276.678

CSW

276.751

CSW

276.761

CSW

CP # 1488

276.556

CO 1501

277.205

UNKN OBJ.

277.202

UNKN OBJ.

277.260

UNKN OBJ.

277.618

UNKN OBJ.

277.579

UNKN OBJ.

276.697

CSW

276.732

CSW

277.278

UNKN OBJ.

277.267

UNKN OBJ.

277.246

UNKN OBJ.

276.883

TOP SLOPE

276.850

TOP SLOPE

276.840

TOP SLOPE

276.891

TOP SLOPE

275.461

TOE SLOPE

275.611

TOE SLOPE

275.465

TOE SLOPE

274.454

TOE SLOPE

274.961

TOE SLOPE

275.303

TOE SLOPE

275.529

TOE SLOPECO

276.761

CSW

277.427

UNKN OBJ.

276.702

CSW

CP # 1637

277.224

CP # 1638277.129

277.110

UNKN OBJ.

277.147

UNKN OBJ.

277.141

UNKN OBJ.

277.093

UNKN OBJ.

277.067

UNKN OBJ.

X X

CONCRETE CURBAND GUTTER(Typ.).

8" DECIDUOUS TREE

CONCRETE SIDEWALK

(Typ.)

BASKETBALL COURT

DIP BARS

EXERCISE EQUIPMENT

CONNEX (Typ.)

TOE OF SLOPE

(Typ.)

TOP OF SLOPE

(Typ.)

DOUBLE YELLOWLANE LINE (Typ.)

BRICK PAVER

PLANTER

WOOD PLANTER

(Typ.)

CHAINLINK FENCE

(Typ.)

BLD

. N O

. 4842

1 STO

Y BR

GRUBER ROAD

STATIC LINETRAININGEQUIPMENT

DS DS

24" DECIDUOUS TREE 27" DECIDUOUS TREE

12" DECIDUOUS TREE

40" DECIDUOUS TREE

13" DECIDUOUS TREE

15" DECIDUOUS TREE

13" DECIDUOUS TREE

14" DECIDUOUS TREE

24" DECIDUOUS TREE

BRICK PLANTER

PULLUP

BARS

CONCRETE CURBAND GUTTER(Typ.).

BOLLARDATTACHMENTSLEEVE (Typ.)

E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E

GRANITE MONUMENT

BRICK WALL

(Typ.)

BASKETBALL GOAL

POST (Typ.)

BASKETBALL GOAL

POST (Typ.)

RAILROAD TIE

RETAINING WALL

RUBBER MULCH

CONCRETE PAD

WITH STEPS

LANDSCAPE

TIMBER COPING

WOOD PLANTER

(Typ.)

COMM.

SERVICE

BOX

ASPHALT

(Typ.)

CONCRETE

(Typ.)

18" DECIDUOUS TREE18" DECIDUOUS TREE

14" DECIDUOUS TREE12" DECIDUOUS TREE

24" DECIDUOUS TREE

21" DECIDUOUS TREE 24" DECIDUOUS TREE

BUSHES

(Typ.)

8" DECIDUOUS TREE16" DECIDUOUS TREE

11" DECIDUOUS TREE

15" DECIDUOUS TREE

SHRUB

(Typ.)

BUSHES

(Typ.)

SHRUB

(Typ.)

STUMP

(Typ.)

13" DECIDUOUS TREE

16" DECIDUOUS TREE31" DECIDUOUS TREE

14" DECIDUOUS TREE

19" DECIDUOUS TREE

15" DECIDUOUS TREE

13" DECIDUOUS TREE

SDDI

RIM: 273.47INV. IN: 270.17INV. OUT: 270.14

8" R C

" R

3"PVC

BUSHES

(Typ.)

17" DECIDUOUS TREE

24" DECIDUOUS TREE

10" DECIDUOUS TREE

UNKNOWN

UTILITY BOX

COMMUNICATION

JUNCTION BOX

ELECTRIC

TRANSFORMER

(Typ.)

SIGN

CONCRETE

UTILITY BOX

WITH METAL

LIDS

(Typ.)

CLEANOUT(Typ.)

DOWNSPOUT(Typ.)

GRAVEL

(Typ.)

CONCRETE

SIDEWALK (Typ.)

CONCRETE SIDEWALK (Typ.) CONCRETE SIDEWALK (Typ.)

CONCRETE SIDEWALK (Typ.)

6" DECIDUOUS

TREE

SDDI

RIM: 272.37INV. IN: 268.17INV. OUT: 268.07

BUSHES

PLANTED AREA

(Typ.)

UNDERGROUND

COMM. LINE

WITNESS MARKER

ASPHALT

(Typ.)

CONCRETE

(Typ.)

CONCRETE

(Typ.)

CONCRETE

(Typ.)

BRICK WALL

(Typ.)

UNKNOWN

UTILITY BOX

" R

SSSMH

RIM: 276.39

S SSMH

RIM: 274.38

S SSMH

INV OUT: 276.60

ROOFOVERHANG(Typ.) H W

H W

C W

C W C

W C

CW CW

C W

CW CW CW CW

C W

CW CW CW

C W

CWCWCWCW

C W

CWCW

C W

CWCWCWCW

C W

CWCWCW

H W

H W H

W H

HW HW

H W

HW HW HW HW

H W

HW HW HW

H W

HWHWHWHW

H W

HWHW

H W

HWHWHWHW

H W

HWHWHW

CWCWCWCW HWHWHWHW

SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SD

EPx EPx EPx EPx EPx EPx

G G

W W

SS SS SS SS SS SS SS SS SS SSSS SS SS SS SS SS SS

SS SS SSSSSS

SS SS SS

SSSSSSSSSSSSSSSSSSSS

SSSSSSSSSS

W W W W W W W W W W W W W W W W W W W W W W

W W W W W W W W W W W W W W W

W W

W W W W

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

W W

SS SS SS SS SS

EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx

EPx EPx EPx EPx EPx EPx EPx EPx EPx

H W

C W

3 STORY BRICK BARRACK

SS SS SS

277277

275 275275275

274274274

27627

27727

27727 727727

7 277

277 27 7 277

8 27

27827

SCALE: 1" = 30'

30' 60'0'

VF101

G R

S U

G . O

G R

G . O

G R

M . K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

3D P

R O

R A1

N S

W G

/1 2/

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R Y

C O

D E:

2H N

-2 2-

B-

N N

, G

W . O

M E

- S

0, P

E N

R T

G , N

O R

D Y

-4

. H

P R

\B R

S H

\P N

.D W

C _N

C S_

4_ M

O N

O .S

GENERAL NOTES

1.) SURVEY PERFORMED BY USACE SAVANNAH DISTRICT DESIGN

BRANCH, DATA MANAGEMENT SECTION 100 W. OGLETHORPE

AVENUE SAVANNAH, GA 31401 (912) 652-5695 (DATE OF FIELD

SURVEY: 14 MARCH - 18 MARCH 2022).

2.) HORIZONTAL CONTROL:

THE HORIZONTAL POSITIONS FOR THIS PROJECT ARE BASED

UPON GPS OBSERVATIONS USING NORTH CAROLINA STATE

PLANE COORDINATE SYSTEM (NAD83/2011) DATUM IN U.S.

SURVEY FEET. SURVEY CONTROL POINT #3 IS THE

LOCALIZATION REFERENCE POINT. THE AVERAGE COMBINED

GRID FACTOR ESTABLISHED FOR THIS PROJECT IS 0.99986701.

EQUIPMENT USED WAS CARLSON BRQ6 BASE AND ROVER

AND GEOMAX ZOOM 90 ROBOTIC TOTAL STATION.

3.) VERTICAL CONTROL:

THE ELEVATIONS ARE ESTABLISHED USING GPS BASE AND

ROVER OBSERVATIONS FROM LOCALIZATION REFERENCE

POINT IS SURVEY CONTROL POINT #3, WHICH HAS AN

ELEVATION OF 275.05 FEET. (NAVD88) EQUIPMENT USED WAS

CARLSON BRQ6 BASE AND ROVER.

4.) THE LOCATION OF SHOWN UNDERGROUND UTILITIES IS

BASED UPON THE FIELD SURVEY OF ABOVE GROUND

FEATURES. THE SURVEYOR DOES NOT GUARANTEE THAT ALL

UNDERGROUND STRUCTURES SUCH AS UTILITIES, TANKS,

PIPES, ETC. ARE LOCATED HERON. EITHER IN SERVICE OR

ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT

THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE

EXACT LOCATION INDICATED, IF MARKED BY OTHERS. NO

EXCAVATIONS WERE MADE DURING THIS SURVEY TO LOCATE

ANY BURIED UTILITIES OR STRUCTURES. UNDERGROUND

UTILITIES SHOWN ARE APPROXIMATE LOCATIONS AND ARE

BASED ON GROUND FEATURES, PHYSICAL EVIDENCE, PAINT

MARKINGS, AND GIS SCHEMATIC BASE UTILITY AS-BUILT.

CONTRACTOR IS RESPONSIBLE FOR UTILITY VERIFICATION BY

CONTACTING THE GA UTILITIES PROTECTION CENTER AT 811

(GEORGIA).

5.) NO DETERMINATION HAS BEEN MADE BY THE SURVEYOR TO

THE FOLLOWING: 100 YEAR FLOOD LIMITS, WETLANDS,

UNDERGROUND STORAGE FACILITIES, GRAVES, CEMETERIES,

BURIAL GROUNDS, OR HAZARDOUS WASTE.

6.) ALL DISTANCES ARE GRID DISTANCES IN U.S. SURVEY FEET.

7.) THE SURVEYOR DETERMINED THE SPECIES OF THE TREES TO

THE BEST OF THEIR ABILITY AND KNOWLEDGE. CONTACT AN

ARBORIST IF THE EXACT SPECIES OF A TREE IS REQUIRED.

8.) CONTRACTOR IS TO PERFORM GPR IN THE AREAS OF THE

BUILDING ADDITION. GPR SHALL BE COMPLETED WITHIN

30 DAYS OF NOTICE TO PROCEED. PROVIDE 5 DAYS NOTICE

TO THE FIELD OFFICE BEFORE THE GPR COMMENCES. PROVIDE

RESULTS OF THE GPR TO THE FIELD OFFICE FOR REVIEW AND

APPROVAL.

BARRACKS H-4445

F.F. ELEV. = 278.14'

POINT # NORTHING EASTING ELEV. TYPE

CP #3 500,867.34 2,004,058.65 275.05 1/2" RB

CP #4 500,432.58 2,004,140.15 275.76 1/2" RB

CP #5 500,749.54 2,004,338.35 275.14 NAIL

CP #1488 500,519.86 2,004,324.30 276.56 PK (F)

CP #1637 500,427.95 2,004,061.38 277.22 NAIL (F)

CP #1638 500,686.34 2,004,056.80 277.13 NAIL (F)

SURVEY CONTROL POINTS

274.853 Edge of Asphalt

274.878 Edge of Asphalt

274.731

Edge of Asphalt

274.771

Edge of Asphalt

274.744

Edge of Asphalt

274.741

Edge of Asphalt

274.559

Edge of Asphalt

274.465

Edge of Asphalt

274.622

Edge of Asphalt

274.477

Edge of Asphalt

274.714

Edge of Asphalt

273.746

Edge of Asphalt

273.720

Edge of Asphalt

273.699

Edge of Asphalt

273.411 Edge of Asphalt

273.514 Edge of Asphalt

274.411

CHAIN LINK FENCE

274.279

Edge of Asphalt

274.281

Edge of Asphalt

274.676

CHAIN LINK FENCE

275.219

CHAIN LINK FENCE

274.980

Edge of Asphalt

273.933

Edge of Asphalt

273.386

Edge of Asphalt

274.560

CHAIN LINK FENCE

274.493

CHAIN LINK FENCE

274.440

CHAIN LINK FENCE

S SSMH

RIM: 276.46

273.498

SWALE (top)

273.086

SWALE (cl)

273.623

SWALE (top)

273.674

SWALE (top)

273.436

SWALE (cl)

274.068

SWALE (top)

274.158

SWALE (top)

272.474

SWALE (cl)

273.655

SWALE (top)

272.663

SWALE (cl)

SSSMH

RIM: 276.43

273.968

SWALE (cl)

274.311 SWALE (top)

274.451

SWALE (top)

LIGHT POLE

SPOT LIGHT

(Typ.)

LIGHT POLE(Typ.)

SSMH

RIM: 276.01

LIGHT POLE

(Typ.)

LIGHT POLE

WATER VALVE

FIRE HYDRANT

WATER VALVE(Typ.)

FIRE HYDRANT

BOLLARD

(Typ.)

276.349

TOP WALL

276.355

TOP WALL

276.540

TOP WALL

276.566

TOP WALL

FIRE HYDRANT

(Typ.)

LIGHT POLE

(Typ.)

LIGHT POLE(Typ.)

UTILITY POLE

273.278

TBC

272.928

BFC

272.987

GUTTER

273.879

YELLOW STRIPE

273.346

TBC

273.018

BFC

273.040

BFC

273.398

TBC

273.494

TBC

273.418

BFC

273.040

BFC

273.110

BFC

273.268

GUTTER

273.459

TBC

274.080

YELLOW STRIPE

273.591

TBC

273.206

BFC

27…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Sep 8, 2022.