PN63850_RTA-PLANS.pdf
PDF 19 MB Posted
- Attached to
- PN 63850 SOF Battalion Administration and Company Facility Federal contract opportunity
- Solicitation number
- W912PM18R0013
About this file
PLANS
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912PM18R0013-0003_PN63850_SF-30.pdf | ||
| W912PM18R0013-0003_PN63850_Conformed.pdf | ||
| W912PM18R0013-0002_Conformed.pdf | ||
| W912PM18R0013-0002_SF-30.pdf | ||
| CS102.pdf | ||
| CS101.pdf | ||
| W912PM18R0013-0001__Amendment_PN_63850.pdf | ||
| PN63850_AMDT0001-PLANS.pdf | ||
| W912PM18R0013-0001__PN_63850_Conformed_Copy.pdf | ||
| Site_Visit_Sign_In.pdf | ||
| PN63850_RTA-CADDfiles.zip | ZIP file | |
| Attachment_5_-_Site_Visit_Map.pdf | ||
| PN_63850,_SOF_Support_Battalion_Admin_Fac_-_RFP_Vol_2.pdf | ||
| PN_63850,_SOF_Support_Battalion_Admin_Fac_-_RFP_Vol_3.pdf | ||
| Attachment_4_-_NAVFAC_USACE_PPQ.PDF | ||
| PN_63850,_SOF_Support_Battalion_Admin_Fac_-_RFP_Vol_1.pdf |
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FORT BRAGG, NORTH CAROLINA
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BUILDING NO. 3-1631
BLDG 2-2414
USACE SOCOM RESIDENT ENGINEER
VEHICLE REGISTRATION
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SOLDIER SUPPORT CENTER,
AND TRUCK INSPECTION PLAZA
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MILES
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ACP#7
ACP#9
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GENERAL NOTES
9.
8.
7.
6.
5.
4.
3.
2.
1.
THE RECYCLING AREA AT THE LAMONT LANDFILL FACILITY.
TRANSPORTED TO THE DPW RECYCLING CENTER (BUTNER AND REILLY ROAD) OR
MOTORS, VALVES, COPPER WIRE, ETC. THESE TYPES OF ITEMS SHALL BE
HVAC UNITS (FREON REMOVED), AIR HANDLERS, PIPING, METALS BEAMS,
SPECIFIES THAT THE CONTRACT CAN OBTAIN THE MATERIALS. ITEMS SUCH AS
DEMOLITION JOB IS PROPERTY OF THE GOVERNMENT UNLESS THE CONTRACT
NOTE: ALL RECYCLABLE MATERIALS GENERATED FROM A CONSTRUCTION OR
OF THEIR CONTENTS WHILE BEING PRESENT ON FORT BRAGG.
ALL WASTE OR RECYCLABLE MATERIAL LOADS ARE SUBJECT TO BE INSPECTED
OF WASTE OR RECYCLABLES TO PREVENT LITTER.
STATE LAW AND FORT BRAGG REGULATIONS REQUIRES COVERING OF LOADS
ADDITIONAL GUIDANCE.
WASTE/RECYCLING PROGRAM AT 977-2502, 396-3372 OR 432-6412 FOR
CONTACT YOUR GOVERNMENT REPRESENTATIVE OR THE SOLID
- SHALL BE CLEAN OF TRASH, PLASTICS, STYROFOAM, WOOD, METAL, ETC.
AT BLDG 3-1240, BUTNER AND REILLY ROAD
- ALSO CARDBOARD CAN BE TAKEN TO THE FORT BRAGG RECYCLING CENTER
- A 40 YARD DUMPSTER IS AVAILABLE FOR CARDBOARD
CARDBOARD TO BE RECYCLED
- NO ITEMS WITH LIQUIDS IN THEM
- NO ITEMS REQUIRING DEMILITARIZED ACCEPTED
SCRAP ALUMINUM
- NO ITEMS WITH LIQUIDS IN THEM
- NO ITEMS REQUIRING DEMILITARIZED ACCEPTED
SCRAP STEEL
- SERVICEABLE AND NON-SERVICEABLE PALLETS
PALLETS
- NO TRASH IN LOAD
- WILL EXCEPT GROUND WOOD CHIPS
- SHALL BE MINIMAL AMOUNT OF DIRT IN LOAD OR IN STUMP ROOTS
LENGTHS OF 3 FEET OR LESS
- IF THE TREE HAS A LARGE DIAMETER (EXAMPLE 3 FT. DIA.) IT SHALL BE CUT TO
- SHALL BE CUT TO 6 FEET OR LESS IN LENGTH
TREES, LIMBS AND STUMPS
- SHALL HAVE NO REBAR PROTRUDING OUT OF THE CONCRETE
- SHALL HAVE MINIMAL AMOUNT OF ASPHALT
- SHALL HAVE MINIMAL AMOUNT OF DIRT IN LOAD
- SHALL BE NO LARGER THAN 2’ BY 2’ PIECES OR EQUIVALENT
- SHALL BE TESTED AND FREE OF ASBESTOS AND LEAD BASED PAINT TO BE RECYCLED
CONCRETE, BRICK, AND BLOCK
ITEMS.
THE LAMONT LANDFILL FACILITY RECYCLING AREA WILL ACCEPT RECYCLABLES
ATTN: SOLID WASTE OFFICE.
JEFF SLOOP AT JEFFERY.W.SLOOP.CTR@MAIL.MIL OR FAX TO (910)396-4188,
WASTE/RECYCLING OFFICE BY THE SECOND FRIDAY OF EACH MONTH. EMAIL TO
THIS INFORMATION IS REQUIRED TO BE SENT TO THE FORT BRAGG SOLID
AND THE CERTIFIED FACILITY THE WASTE OR RECYCLABLES WERE DELIVERED.
RECYCLED MATERIAL, THE WEIGHT OF THE WASTE/MATERIAL (TONS OR POUNDS)
CONTRACTOR FORM SHALL BE FILLED OUT WITH THE TYPE OF WASTE OR
A PROVIDED FORM FROM THE SOLID WASTE/RECYCLING OFFICE OR A
REPORTS TO BE CONSOLIDATED INTO REPORTS FOR THE DA AND THE NC DEQ.
OFFICE IS RESPONSIBLE FOR COMPILING DATA INTO MONTHLY DIRECTORATE
FORT BRAGG ENVIRONMENTAL COMPLIANCE BRANCH, SOLID WASTE/RECYCLING
OF ALL MATERIALS (WASTE AND RECYCLABLES) MANAGED BY FORT BRAGG. THE
ENVIRONMENTAL QUALITY (NC DEQ) REQUIRES MONTHLY AND ANNUAL REPORTING
DEPARTMENT OF THE ARMY (DA) AND THE NORTH CAROLINA DEPARTMENT OF
(C&D AND MSW) AND ALL MATERIALS RECYCLED OFF FORT BRAGG. THE
THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN DATA OF ALL WASTE DISPOSED
WASTE AND MSW.
“D” LANDFILL OFF FORT BRAGG FOR THE DISPOSAL OF C&D WASTE, ASBESTOS
ALL CONTRACTORS SHALL USE A STATE CERTIFIED C&D LANDFILL OR SUB TITLE
FACILITY IS CLOSED AND WILL NOT EXCEPT MSW AT THE FACILITY.
THE MUNICIPAL SOLID WASTE (MSW) TRANSFER STATION AT THE LAMONT LANDFILL
CLOSED AND WILL NOT BE ACCEPTING ANY C&D WASTE AND ASBESTOS WASTE.
THE FORT BRAGG LAMONT CONSTRUCTION AND DEMOLITION (C&D) LANDFILL IS
= ROAD CLOSED WITH GATES OR BARRIERS
INSPECTION PLAZA
TRUCK PLAZA OPERATES 24HRS/ 7 DAYS A WEEK= TRUCK
DECALS ONLY
ACP NUMBERS 2, 8A, 12 OPERATES 16HRS/5 DAYS A WEEK=
DECALS ONLY.
ACP NUMBERS 3, 9, 10 OPERATES 24HRS/7 DAYS A WEEK=
WEEK= ALL PROCESSING.
ACP NUMBERS 1, 4,7, 8, 11, 13 OPERATES 24HRS/ 7 DAYS A
COMMANDER.
PROHIBITED WITHOUT SPECIFIC AUTHORIZATION FROM THE
OTHER PROHIBITED ITEMS AND PHOTOGRAPHY ON FORT BRAGG IS
THE INTRODUCTION OF WEAPONS, AMMUNITION, EXPLOSIVES OR
COMMANDERS CONSENT.
PHOTOGRAPHY AND VIDEO RECORDING WITHOUT THE INSTALLATION
INSTALLATIONS FROM CONDUCTING IMAGERY SURVEILLANCE,
AREA POSTING RESTRICTS PERSONS GAINING ACCESS TO MILITARY
FORT BRAGG IS DESIGNATED AS A RESTRICTED AREA. RESTRICTED
INSTALLATION.
PERMISSION OF THE COMMANDING OFFICER OF THE MILITARY
OF A DEFENSE INSTALLATION WITHOUT FIRST OBTAINING THE
AWAY ANY PHOTOGRAPH, PICTURE OR GRAPHIC REPRESENTATION
CRIME UNDER 18 USC 797 TO REPRODUCE. PUBLISH, SELL OR GIVE
COMMANDING OFFICER OF THE MILITARY INSTALLATION IT IS ALSO A
INSTALLATIONS WITHOUT FIRST OBTAINING THE PERMISSION OF THE
IT IS A CRIME UNDER 18 USC 795 TO PHOTOGRAPH DEFENSE
NORMAL OR A.
ONLY IF THE VEHICLE CAN SAFELY NEGOTIATE THE LANE AT FPCON
DEFINITION APPLIES TO ACTIVE DUTY MILITARY CAC CARD HOLDERS
UPS/FEDEX DELIVERY VEHICLES. ETC. THE ONLY EXCEPTION TO THIS
SIZE. AND ALL CIVILIAN FUEL TRUCKS. THIS INCLUDES U-HAUL TRUCKS,
OR ANY COMPANY VEHICLE PULLING AN ENCLOSED TRAILER OF ANY
15-PASSENGER VAN (NOT USED FOR PASSENGER TRANSPORTATION)
ANY VEHICLE AS LARGE AS OR LARGER THAN AN ENCLOSED
VEHICLE IS:
KNOX STREET. THE INSTALLATIONS DEFINITION FOR A COMMERCIAL
ALL COMMERCIAL VEHICLES MUST ACCESS THE TRUCK PLAZA ON
OWNED VEHICLES REQUIRE REGISTRATION.
OR NEITHER. ALL CONTRACTOR’S COMMERCIAL OR PRIVATELY
OF ENTRY;AUTOMATED INSTALLATION ENTRY, TEMPORARY PASS,
ALL VEHICLES ARE SUBJECT TO SEARCH, REGARDLESS OF MEANS
WWW.BRAGG.ARMY.MIL/DIRECTORATES/DES/PAGES/DEFAULT.ASPX.
INFO AND HOURS FOR ACP'S CAN BE FOUND AT:
IN SPECIFICATIONS SECTION 01 14 00, PARAGRAPH 1.4., PASSES.
SYSTEM (AIE). THE PROCESS OF ACCESSING THE BASE IS EXPLAINED
FORT BRAGG WILL BE USING THE AUTOMATED INSTALLATION ENTRY
POINT (ACP) PLAN & SECURITY NOTES
POST ACCESS CONTROL
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PN91022 FY22
TSDF (3SFG)
MR
STATION
MILCON FIRE
L R
P N S F C
C W
S T F (3
S F
G
P N 69758
C A B
D E H
Q F
Y
GSB TEMF
URBAN FREEDOM WAY
PN76453 FY18
G
SB
BO
F
PN
3-
FY1
FY16
ANNEX
SKILLS
PN 79439
P N
F A
C
IL
IT
Y G
S B L
O G
IS
T
IC
S
BUILDING
INSTRUCTION
GENERAL
FY15
SOF BOF (4 OPS CO)
PN69302
SOF BOF FY13 BLDG X5452
PN69287
EAGLE TALON DRIVE
NEW DAWN DRIVE NEW DAWN DRIVE
FY12
SOF BOF (3 OPS CO)
PN76364
P N
F
Y
F A
C
IL
IT
Y
R
IG
G
IN
G
P A
R A
C H
U T E
FY15
SF TEMF
PN79456 LR
TEMF FY15
PN69302
FY13
PN69287 TEMF
PN63850 FY18
CENTER
SWCS SPT BN
GRP HQ
PN87437
FY23
PN63848
TEMF
SOF
FY 21
GSTB COF
PN80777
G-202
S .H
A G
G A
R D
M .M
A Y
E R
M .M
A Y
E R
N
N
750'500'250'0125'250'
GRAPHIC SCALE: 1"=250'-0"
A R
E A D
E V
E L
O P
M E
N T P
L A
N
Y A
R B
O R
O U
G H C
O M
P L
X
260260
260 260
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
B X
D V -1
.d g n
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
F O
R T B
R A
G G
N O
R T
H C
A R
O L
IN
A
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
®of Engineers
US Army Corps
C A
T E
G O
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E
D E
S C
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P P ro je c ts \0
\0
C
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S O
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N A
D M
IN
IS
T R
A T
IO
N F
A C
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IT
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W F
O Y
D
A R
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G T
O N A
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E
W
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IN
G T
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IS
T R
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IN
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N O
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A R
O L
IN
A
M A
R C
H
W P
M -1
-R -0
READY TO ADVERTISE SUBMITTAL
WERE NOT MARKED AT TIME OF SURVEY.
URBAN FREEDOM WAY PER SANDHILLS ELECTRIC CO-OP. LOCATIONS
NEWLY INSTALLED BURIED ELECTRIC LINES ARE ALONG NORTH SIDE OF
NOTE:
URBAN FREEDOM WAY
DIRT ROAD
DIRT ROAD
ASPHALT
GRAVEL
ASPHALT
FH
WV
BOTTOM BOX=250.83'
TOP=260.43'
TMH
8' CHAIN LINK FENCE
7' CHAIN LINK FENCE
ELEVATION: 267.27'
E: 1989989.36
N: 486071.61
RB&C #13
ELEVATION: 266.88'
E: 1989983.98
N: 485865.05
RB&C #12
ELEVATION: 267.31'
E: 1990268.11
N: 485925.18
RB&C #6
ELEVATION: 264.83'
E: 1990406.72
N: 485598.22
RB&C #5
ELEVATION: 261.30'
E: 1989897.14
N: 485522.55
RB&C #11
DATESTEPHEN R. WOLFE, NC PLS #L-3259
THAT THE FIELD SURVEY WAS COMPLETED ON 19SEP2017.
AND RESPONSIBLE CHARGE FROM AN ACTUAL FIELD SURVEY MADE UNDER MY SUPERVISION;
I, STEPHEN R. WOLFE, CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY DIRECT
MH PROJECT #145.04
TASK ORDER #04
PRIME CONTRACT #W912HN-14-D-00017 15.
859-280-3551
MICHAEL J. POE, PE, PMP
LEXINGTON, KY 40507
SUITE 1300
300 WEST VINE STREET
A DAY & ZIMMERMANN COMPANY
MASON & HANGERCLIENT AUTHORIZING WORK:14.
JOYNER KEENY FILE NAME: 170118A_MH_FORT BRAGG-SOF BATTALION ADMIN TOPO_DGN_171115.DGN13.
JOYNER KEENY PROJECT #170118A12.
ONE FOOT CONTOUR INTERVAL11.
FIELD BOOK #57510.
DATE OF FIELD SURVEY: 13SEP2017 THRU 19SEP20179.
ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES NOT GRID DISTANCES IN U.S. SURVEY FEET.8.
MAP NUMBER 3710948800J MAP REVISED 01/05/07 AND IS LOCATED IN ZONE X.
THIS PROPERTY IS SHOWN ON FEMA, NORTH CAROLINA FLOOD INSURANCE RATE MAP PANEL # 94887.
D. HAZARDOUS WASTE
C. GRAVES, CEMETERIES, OR BURIAL GROUNDS;
B. WETLANDS;
A. UNDERGROUND STORAGE FACILITIES;
NO DETERMINATION HAS BEEN MADE BY THE SURVEYOR AS TO THE FOLLOWING:6.
CALL CENTER AT 1-800-632-4949.
FORT BRAGG DPW BASE UTILITY LOCATOR SERVICES AT 1-910-396-0325 AND THE NC ONE
LOCATION OF UNDERGROUND UTILITIES SHOULD BE FIELD VERIFIED BY CONTACTING THE 5.
BASE UTILITY PLANS.
FEATURES, PHYSICAL EVIDENCE, PAINT MARKINGS, AND AND ARE BASED ON ABOVE GROUND
UTILITIES OR STRUCTURES. UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE LOCATIONS
INDICATED. NO EXCAVATIONS WERE MADE DURING THIS SURVEY TO LOCATE ANY BURIED
NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION
ARE LOCATED HEREON, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES
GUARANTEE THAT ALL UNDERGROUND STRUCTURES SUCH AS UTILITIES, TANKS, PIPES, ETC.
GROUND FEATURES AND PAINT MARKS ESTABLISHED BY OTHERS. THE SURVEYOR DOES NOT
THE LOCATION OF UNDERGROUND UTILITIES IS BASED UPON THE FIELD SURVEYS OF ABOVE 4.
THIS SURVEY, WHICH MET OR EXCEEDS THIRD (3RD) ORDER ACCURACY STANDARDS.
CLOSED DIFFERENTIAL LEVEL RUN WAS PERFORMED THROUGH THE CONTROL POINTS USED IN
GPS OBSERVATIONS USING THE NORTH CAROLINA VIRTUAL REFERENCE SYSTEM (VRS). A
ALL ELEVATIONS ARE BASED THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) FROM
VERTICAL CONTROL:3.
GPS RECEIVER WITH TRIMBLE ACCESS SOFTWARE.
COMBINED FACTOR USED IS 0.99987192. EQUIPMENT USED WAS A TRIMBLE R8 GNSS
WITH GRID COORDINATES NORTH = 485529.620, EAST = 1991120.385. THE AVERAGE
SHOWN ARE "LOCALIZED" COORDINATES HOLDING CONTROL POINT #1 (REBAR WITH JK CAP)
GRID COORDINATE SYSTEM (NAD83/2011 DATUM) IN U.S. SURVEY FEET. COORDINATES
USING THE NORTH CAROLINA VIRTUAL REFERENCE SYSTEM (VRS) IN THE NORTH CAROLINA
THE HORIZONTAL POSITIONS FOR THIS PROJECT ARE BASED UPON GPS OBSERVATIONS
HORIZONTAL CONTROL:2.
252-985-6026 (FAX)
252-977-3124 (OFFICE)
ROCKY MOUNT, NORTH CAROLINA 27804
P.O. BOX 7533
1051 NORTH WINSTEAD AVENUE
N.C. Firm License #P-0551
JOYNER KEENY, PLLC
FIELD SURVEYS PERFORMED BY:1.
NOTES:
SWALE
SWALE
7' CHAIN LINK FENCE
6'
TEMPORARY C
ONSTRUCTIO
N
CHAIN
LI
NK
FENCE
R C
P
W
A L E
8' CHAIN LINK FENCE
SWALE
BOTTOM BOX=246.43'
TOP=256.11'
TMH
T
T
C H
IN
IN
K
N C
R E
E T
A
B A
N D
O N
E D
R E
E T
A
B A
N D
O N
E D
SWALE
8' CHAIN LINK FENCE
6' TEMPORARY CONSTRUCTION CHAIN LINK FENCE 6' TEMPORARY CONSTRUCTION CHAIN LINK FENCE
TRANSFORMER PAD
BOLLARD
BOLLARD
INV.=252.52' HW
CONC
HW
CONC
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
254.26'
INV.=
LIMIT SIGN
SPEED
MCINTYRE TRAIL (ABANDONED)
D STREET (ABANDONED)
C
8" PVC
OFF-SITE
OFF-SITE
SWALE
SWALE
T
C
C
T
EJB
WV
WV
FH
WVWV
FH
FH
WV
WV
WV
WV
FH
INV.OUT=251.42'
TOP=263.44'
INV.OUT=249.92' (S)
INV.IN=249.97' (N)
INV.IN=250.01' (E)
TOP=260.30'
TPED
GUY
GUY
GUY
GUY
EL TF
BOTTOM BOX=253.31'
TOP=262.99'
TMH
(ABANDONED)
POLE WITH CAMERA
V-101
S .H
A G
G A
R D
M .M
A Y
E R
M .M
A Y
E R
S
IT
E S
U R
V E
Y
S
T
P
T
C
CHISELED SQUARE IN CONCRETE
EIP EXISTING IRON PIPE
NEW IRON PIPENIP
EXISTING IRON STAKEEIS
EXISTING IRON AXLEEIA
ECM EXISTING CONCRETE MONUMENT
NGS NOAA / NATIONAL GEODETIC SURVEY CONTROL MONUMENT
USGS UNITED STATES GEOLOGICAL SURVEY CONTROL MONUMENT
STMH STORM SEWER MANHOLE
TELEPHONE POLE WITH POWER
POWER POLE
POWER POLE WITH LIGHT AND TRANSFORMER
GUY ANCHOR
POWER MANHOLEPMH
TELEPHONE PEDESTAL
CABLE TV PEDESTAL
FOM FIBER OPTIC MARKER
LIGHT POLE
ELECTRIC METER
TELEPHONE MANHOLETMH
GV
GM
GAS VALVE
GAS METER
WV WATER VALVE
FIRE HYDRANT
SANITARY SEWER MANHOLE
FH
SSMH
SIGN
BOLLARD
WATER METERWM
CATV
HW HEADWALL
POWER POLE WITH LIGHT
PPT
PPP
PP
PPLT
PPL
SGN
BOL
CLEAN OUTCO
EJB
POWER POLE WITH TRANSFORMER
PPL
GUY
EM
ELECTRIC TRANSFORMEREL TF
LEGEND
TPED
ELECTRIC JUNCTION BOX
(NOT TO SCALE)
VICINITY MAP
C H
IC
KEN
R
D
A M
M O P
O
IN
T E B
L V
D
URBAN FREEDOM WAY
T O
R A B
O R
A B
LV
D
SITE
REBAR WITH CAPRB&C
0 120
SHEET N0:
DRAWN BY: DATE:
DWG:
JAM
CHECKED BY: SRW
JOB N0: 170118A
YEV
I G
N
USAL DN
GN
A L
NN
I
R
P www.joynerkeeny.com
Office: 252.977.3124 Fax: 252.985.6026
North Carolina Firm Number P-0551
Rocky Mount, North Carolina 27804
1051 North Winstead Avenue - P.O. Box 7533
60 60
11/15/217
TOPO_DGN_171115
170118A_MH_FORT BRAGG-SOF BATTALION ADMIN
UNDERGROUND POWER LINE
UNDERGROUND SANITARY SEWER FORCE MAIN
UNDERGROUND SANITARY SEWER
UNDERGROUND FIBER OPTIC LINE
UNDERGROUND GAS LINE
UNDERGROUND WATER LINE
UNDERGROUND CABLE TV
UNDERGROUND TELEPHONE
WOODSLINE OR TREELINE
EDGE OF PAVEMENT
FLOW LINE OF CURB
BACK OF CURB
MAJOR CONTOUR LINE
MINOR CONTOUR LINE
EDGE OF DIRT ROAD
FENCE LINE
SWALE
UNDERGROUND WATER LINE LEVEL C PER CI/ASCE 38-02 STANDARDS
UNDERGROUND TELEPHONE LINE LEVEL C PER CI/ASCE 38-02 STANDARDS
UNDERGROUND GAS LINE LEVEL C PER CI/ASCE 38-02 STANDARDS
N
G
DATESTEPHEN R. WOLFE, NC PLS #L-3259
THAT THE FIELD SURVEY WAS COMPLETED ON 19SEP2017.
AND RESPONSIBLE CHARGE FROM AN ACTUAL FIELD SURVEY MADE UNDER MY SUPERVISION;
I, STEPHEN R. WOLFE, CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY DIRECT
MH PROJECT #145.04
TASK ORDER #04
PRIME CONTRACT #W912HN-14-D-00017 15.
859-280-3551
MICHAEL J. POE, PE, PMP
LEXINGTON, KY 40507
SUITE 1300
300 WEST VINE STREET
A DAY & ZIMMERMANN COMPANY
MASON & HANGERCLIENT AUTHORIZING WORK:14.
JOYNER KEENY FILE NAME: 170118A_MH_FORT BRAGG-SOF BATTALION ADMIN TOPO_DGN_171115.DGN13.
JOYNER KEENY PROJECT #170118A12.
ONE FOOT CONTOUR INTERVAL11.
FIELD BOOK #57510.
DATE OF FIELD SURVEY: 13SEP2017 THRU 19SEP20179.
ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES NOT GRID DISTANCES IN U.S. SURVEY FEET.8.
MAP NUMBER 3710948800J MAP REVISED 01/05/07 AND IS LOCATED IN ZONE X.
THIS PROPERTY IS SHOWN ON FEMA, NORTH CAROLINA FLOOD INSURANCE RATE MAP PANEL # 94887.
D. HAZARDOUS WASTE
C. GRAVES, CEMETERIES, OR BURIAL GROUNDS;
B. WETLANDS;
A. UNDERGROUND STORAGE FACILITIES;
NO DETERMINATION HAS BEEN MADE BY THE SURVEYOR AS TO THE FOLLOWING:6.
CALL CENTER AT 1-800-632-4949.
FORT BRAGG DPW BASE UTILITY LOCATOR SERVICES AT 1-910-396-0325 AND THE NC ONE
LOCATION OF UNDERGROUND UTILITIES SHOULD BE FIELD VERIFIED BY CONTACTING THE 5.
BASE UTILITY PLANS.
FEATURES, PHYSICAL EVIDENCE, PAINT MARKINGS, AND AND ARE BASED ON ABOVE GROUND
UTILITIES OR STRUCTURES. UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE LOCATIONS
INDICATED. NO EXCAVATIONS WERE MADE DURING THIS SURVEY TO LOCATE ANY BURIED
NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION
ARE LOCATED HEREON, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES
GUARANTEE THAT ALL UNDERGROUND STRUCTURES SUCH AS UTILITIES, TANKS, PIPES, ETC.
GROUND FEATURES AND PAINT MARKS ESTABLISHED BY OTHERS. THE SURVEYOR DOES NOT
THE LOCATION OF UNDERGROUND UTILITIES IS BASED UPON THE FIELD SURVEYS OF ABOVE 4.
THIS SURVEY, WHICH MET OR EXCEEDS THIRD (3RD) ORDER ACCURACY STANDARDS.
CLOSED DIFFERENTIAL LEVEL RUN WAS PERFORMED THROUGH THE CONTROL POINTS USED IN
GPS OBSERVATIONS USING THE NORTH CAROLINA VIRTUAL REFERENCE SYSTEM (VRS). A
ALL ELEVATIONS ARE BASED THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) FROM
VERTICAL CONTROL:3.
GPS RECEIVER WITH TRIMBLE ACCESS SOFTWARE.
COMBINED FACTOR USED IS 0.99987192. EQUIPMENT USED WAS A TRIMBLE R8 GNSS
WITH GRID COORDINATES NORTH = 485529.620, EAST = 1991120.385. THE AVERAGE
SHOWN ARE "LOCALIZED" COORDINATES HOLDING CONTROL POINT #1 (REBAR WITH JK CAP)
GRID COORDINATE SYSTEM (NAD83/2011 DATUM) IN U.S. SURVEY FEET. COORDINATES
USING THE NORTH CAROLINA VIRTUAL REFERENCE SYSTEM (VRS) IN THE NORTH CAROLINA
THE HORIZONTAL POSITIONS FOR THIS PROJECT ARE BASED UPON GPS OBSERVATIONS
HORIZONTAL CONTROL:2.
252-985-6026 (FAX)
252-977-3124 (OFFICE)
ROCKY MOUNT, NORTH CAROLINA 27804
P.O. BOX 7533
1051 NORTH WINSTEAD AVENUE
N.C. Firm License #P-0551
JOYNER KEENY, PLLC
FIELD SURVEYS PERFORMED BY:1.
NOTES:
J O
Y N
E R
KEENY,
P L
L C
N .C
G R I D
N A
D
NOVEMBER 15, 2017
MASON & HANGER
FOR
FORT BRAGG, NC
ADMINISTRATIVE FACILITY
PN 63850 SOF BATTALION
OF
TOPOGRAPHIC SURVEY
DATESTEPHEN R. WOLFE, NC PLS #L-3259
THAT THE FIELD SURVEY WAS COMPLETED ON 19SEP2017.
AND RESPONSIBLE CHARGE FROM AN ACTUAL FIELD SURVEY MADE UNDER MY SUPERVISION;
I, STEPHEN R. WOLFE, CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY DIRECT
SCALE: 1" = 60'
WERE NOT MARKED AT TIME OF SURVEY.
URBAN FREEDOM WAY PER SANDHILLS ELECTRIC CO-OP. LOCATIONS
NEWLY INSTALLED BURIED ELECTRIC LINES ARE ALONG NORTH SIDE OF
NOTE:
URBAN FREEDOM WAY
DIRT ROAD
ASPHALT
ASPHALT
FH
WV
BOTTOM BOX=250.83'
TOP=260.43'
TMH
8' CHAIN LINK FENCE
ELEVATION: 266.88'
E: 1989983.98
N: 485865.05
RB&C #12
ELEVATION: 267.31'
E: 1990268.11
N: 485925.18
RB&C #6
ELEVATION: 264.83'
E: 1990406.72
N: 485598.22
RB&C #5
ELEVATION: 261.30'
E: 1989897.14
N: 485522.55
RB&C #11
SWALE
SWALE
7' CHAIN LINK FENCE
R E
E T
A
B A
N D
O N
E D
SWALE
8' CHAIN LINK FENCE
6' TEMPORARY CONSTRUCTION CHAIN LINK FENCE 6' TEMPORARY CONSTRUCTION CHAIN LINK FENCE
TRANSFORMER PAD
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
LIMIT SIGN
SPEED
D STREET (ABANDONED)
8" PVC
OFF-SITE
260260
260 260
SWALE
SWALE
T
C
CONTRACT# W91278-11-D-0067-DQ01
UTILITY PLAN SHEET CG115
GAS, AND WATER LINE PER SITE
UNDERGROUND COMMUNICATION,
C
T
EJB
WV
WV
FH
WVWV
FH
INV.OUT=251.42'
TOP=263.44'
INV.OUT=249.92' (S)
INV.IN=249.97' (N)
INV.IN=250.01' (E)
TOP=260.30'
BOTTOM BOX=253.31'
TOP=262.99'
TMH
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
B X
D C
D .d g n
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
F O
R T B
R A
G G
N O
R T
H C
A R
O L
IN
A
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
®of Engineers
US Army Corps
C A
T E
G O
R Y C
O D
E
D E
S C
R
IP
T
IO
N
P P ro je c ts \0
\0
C
A D
B
IM
S h e e ts \0
C iv il \B
X D
C D
.d g n
-M
A R -2
:2
S O
F S
U P
P O
R T B
A T
T A
L
IO
N A
D M
IN
IS
T R
A T
IO
N F
A C
IL
IT
Y
F Y P
N
-1
-2
W F
O Y
D
A R
L
IN
G T
O N A
V E
N U
E
W
IL
M
IN
G T
O N D
IS
T R
IC
T
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
M A
R C
H
W P
M -1
-R -0
READY TO ADVERTISE SUBMITTAL
N
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.
90'60'30'015'30'
GRAPHIC SCALE: 1"=30'-0"
CD101
S .H
A G
G A
R D
SHEET NOTES
M .M
A Y
E R
M .M
A Y
E R
D E
M O
L
IT
IO
N P
L A
N
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
EXISTING DIRT ROAD TO BE REMOVED.
(BY ONUS)
EXISTING FIRE HYDRANT TO BE REMOVED.
EXISTING FENCE TO BE REMOVED.
EXISTING ASPHALT PAVEMENT TO BE REMOVED.
OF CONSTRUCTION LIMITS
CG102 FOR CONTINUATION
REFER TO SHEET
LEGEND
G
W
UCx
EXISTING DIRT ROAD REMOVAL
EXISTING ASPHALT REMOVAL
COMMUNICATIONS
EXISTING UNDERGROUND
EXISTING WATER LINE
EXISTING GAS LINE
EXISTING CONTOUR
CONSTRUCTION LIMITS
N 485,948.081
E 1,990,478.785
N 485,999.711
E 1,990,094.143
N 485,948.081
E 1,990,094.143
N 485,999.711
E 1,990,003.093
N 485,666.453
E 1,990,003.093
N 485,666.453
E 1,989,772.978
N 485,815.741
E 1,990,581.150
N 485,460.708
E 1,989,772.978
N 485,759.086
E 1,990,547.371
N 485,909.178
E 1,990,478.785
N 485,909.178
E 1,990,535.903
N 485,843.327
E 1,990,535.903
N 485,470.372
E 1,990,554.535
N 485,541.772
E 1,990,547.818
N 485,521.772
E 1,990,553.900
MH
SS
WERE NOT MARKED AT TIME OF SURVEY.
URBAN FREEDOM WAY PER SANDHILLS ELECTRIC CO-OP. LOCATIONS
NEWLY INSTALLED BURIED ELECTRIC LINES ARE ALONG NORTH SIDE OF
NOTE:
URBAN FREEDOM WAY
ASPHALT
ASPHALT
BOTTOM BOX=250.83'
TOP=260.43'
TMH
ELEVATION: 266.88'
E: 1989983.98
N: 485865.05
RB&C #12
ELEVATION: 267.31'
E: 1990268.11
N: 485925.18
RB&C #6
ELEVATION: 264.83'
E: 1990406.72
N: 485598.22
RB&C #5
ELEVATION: 261.30'
E: 1989897.14
N: 485522.55
RB&C #11
ASPHALT
ASPHALT
ASPHALT
T
CONTRACT# W91278-11-D-0067-DQ01
UTILITY PLAN SHEET CG115
GAS, AND WATER LINE PER SITE
UNDERGROUND COMMUNICATION,
T
EJB
WV
WV
WVWV
FH
BOTTOM BOX=253.31'
TOP=262.99'
TMH
FH
FH
FH
PIV
FH
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
B X
D C
S .d g n
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
F O
R T B
R A
G G
N O
R T
H C
A R
O L
IN
A
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
®of Engineers
US Army Corps
C A
T E
G O
R Y C
O D
E
D E
S C
R
IP
T
IO
N
P P ro je c ts \0
\0
C
A D
B
IM
S h e e ts \0
C iv il \B
X D
C S .d g n
-M
A R -2
:2
S O
F S
U P
P O
R T B
A T
T A
L
IO
N A
D M
IN
IS
T R
A T
IO
N F
A C
IL
IT
Y
F Y P
N
-1
-2
W F
O Y
D
A R
L
IN
G T
O N A
V E
N U
E
W
IL
M
IN
G T
O N D
IS
T R
IC
T
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
M A
R C
H
W P
M -1
-R -0
READY TO ADVERTISE SUBMITTAL
MH
SS
32'
10' MIN
G R
A S
S S
W A
L E
12'12'12'
12'12'
32' 19'25'
8'6'
6'
6'
9' TYP
9' TYP
R
45'
R
R
R
R 15'
R
.6
R
M
IN
R 15'
R
R
SETBACK
R
R
30' AT/FP
SETBACK
82' AESTHETICS
AREA
BIO-RETENTION
R
R
75'100'
AREA
BIO-RETENTION
PN63850
ADMINISTRATION FACILITY
SOF SUPPORT BATTALION
PN63850
ADMINISTRATION FACILITY
SOF SUPPORT BATTALION
1 2
URBAN FREEDOM WAY
TRENCH DRAIN
A R
E A
B
IO
-R
E T
E N
T
IO
N
AREA
BIO-RETENTION
AREA
BIO-RETENTION
BIO-RETENTION
AREA
CB
CB
CB
CI CI
CI CI
CI
CI
CI
GI GI GI GI
HW
CI
CI
GI
GI
GI
CB
HW
HW
HW
HW
GI
GI
GI
MH
GI GI
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.
CS101
S .H
A G
G A
R D
LEGEND
CONCRETE PAVEMENT
BITUMINOUS PAVEMENT
CONSTRUCTION LIMITS
SHEET NOTES
1 1
1 1
3 3 3 3
3 3 3
3 3
5 5
11 11
11 11
GENERAL NOTES
BY OTHERS (NIC)
ROADWAY AND PARKING THIS AREA
BY OTHERS (NIC)
FACILITY
PARACHUTE RIGGING
M .M
A Y
E R
L A
Y O
U T P
L A
N
M .M
A Y
E R
TYP (4)
A N
T E
N N
A C
L E
A R A
R E
A
64 PARKING SPACES
20 PARKING SPACES
TYP
U
T
IL
IT
Y C
O R
R
ID
O R
ACROSS URBAN FREEDOM WAY
TO BE COORDINATED WITH DRIVE
NEW ACCESS DRIVE LOCATION
G O
V E
R N
M E
N T P
A R
K
IN
G
2828 28 2828
PT AREA PT AREA
RESERVED PARKING SIGN REQUIREMENTS.
REFER TO SPECIFICATION 01 11 01 FOR
BRAGG IDG, NCDOT AND MUTCD REQUIREMENTS.
BE PROVIDED IN ACCORDANCE WITH FORT
SIGNAGE AND PAVEMENT MARKINGS SHALL
MARKINGS SHOWN FOR REFERENCE ONLY.
TRAFFIC CONTROL SIGNS AND PAVEMENT
REFER TO SHEET CS102 FOR OPTION PLAN.
REFER TO SHEET CU101 FOR UTILITY PLAN.
PLAN.
REFER TO SHEET CG101 FOR GRADE AND DRAIN
5.
4.
3.
2.
1.
PROVIDE PEDESTRIAN CROSSING SIGN.
RELOCATED FIRE HYDRANT.
PROVIDE CONCRETE FILLED BOLLARDS AROUND
HS20 RATED FRAME AND LID.
RAISE EXISTING MANHOLE TO NEW GRADE. PROVIDE
PROVIDE DETECTABLE DOMES.
PROVIDE SPEED LIMIT SIGN.
OF THE MATTED AREA.
AND 2-20' VERTICAL ROPES ALONG THE OUTER PERIMETER
EACH PT AREA TO INCLUDE 8 PULL UP BARS, 3 DIP BARS
PROVIDE 50'x50' RUBBERIZED MATTED PT AREA, OPTION #7
MARKINGS AND STRIPING TO BE PER NCDOT STANDARDS.
ADJUST INTERSECTION AND ROADWAY PAVEMENT OPTION #6
FOOTING.
PROVIDE CONCRETE PAD 3' BEYOND ANTENNA
PROVIDE STREET NAME SIGN.
PROVIDE STOP SIGN AND STOP BAR PAVEMENT MARKING.
PROVIDE BATTALION COMMANDER SIGN.
PROVIDE CONCRETE 18" RIBBON CURB.
PROVIDE HEAVY DUTY BITUMINOUS PAVEMENT.
IDENTIFICATION SIGN.
PROVIDE 72" TYPE B BATTALION OPS FACILITY
SIGN.
PROVIDE TYPE A1 COMPANY OPS FACILITY IDENTIFICATION
TRANSFORMER PAD.
PROVIDE CONCRETE FILLED BOLLARD AT
HOT BOX.
PROVIDE CONCRETE FILLED BOLLARD AT EACH
ANTENNA. (4 EACH ANTENNA)
PROVIDE CONCRETE FILLED BOLLARD AT EACH
PROVIDE CONCRETE MOTORCYCLE PARKING AREA.
REFER TO SPECIFICATION 01 11 01.
PROVIDE 4"X4"X8' WOODEN BOLLARDS 4' O.C.
PROVIDE ANTENNA AND CONCRETE FOUNDATIONS.
PROVIDE MANUAL STEEL DROP ARM STYLE BARRIER GATE.
PROVIDE CONCRETE STOOP.
PROVIDE ADA CURB RAMP WITH DETECTABLE DOMES.
PROVIDE CONCRETE DUMPSTER PAD AND ENCLOSURE.
PROVIDE 4" WIDE WHITE PAVEMENT STRIPING. (TYP)
PROVIDE CONCRETE CURB AND GUTTER. (TYP)
PROVIDE NEW HIGH VISIBILITY CROSSWALK.
UNDERNEATH. (TYP)
PROVIDE 8' CONCRETE WHEEL STOP WITH 2 GAPS
AND STRIPING.
PROVIDE HANDICAPPED SIGN PAVEMENT MARKING
AND RETAINING WALLS.
PROVIDE RECESSED CONCRETE LOADING DOCK
PROVIDE CONCRETE SIDEWALK.
PROVIDE CONCRETE PAVEMENT.
PAVEMENT.
PROVIDE STANDARD DUTY BITUMINOUS OPTION:
PROVIDE AGGREGATE SURFACE.BASE BID:
N
90'60'30'015'30'
GRAPHIC SCALE: 1"=30'-0"
WERE NOT MARKED AT TIME OF SURVEY.
URBAN FREEDOM WAY PER SANDHILLS ELECTRIC CO-OP. LOCATIONS
NEWLY INSTALLED BURIED ELECTRIC LINES ARE ALONG NORTH SIDE OF
NOTE:
URBAN FREEDOM WAY
ASPHALT
ASPHALT
BOTTOM BOX=250.83'
TOP=260.43'
TMH
ELEVATION: 266.88'
E: 1989983.98
N: 485865.05
RB&C #12
ELEVATION: 267.31'
E: 1990268.11
N: 485925.18
RB&C #6
ELEVATION: 264.83'
E: 1990406.72
N: 485598.22
RB&C #5
ELEVATION: 261.30'
E: 1989897.14
N: 485522.55
RB&C #11
ASPHALT
ASPHALT
TT
EJB
WV
WV
WVWV
FH
BOTTOM BOX=253.31'
TOP=262.99'
TMH
MH
SS
MH
SS
G R
A S
S S
W A
L E
AREA
BIO-RETENTION
PN63850
ADMINISTRATION FACILITY
SOF SUPPORT BATTALION
PN63850
ADMINISTRATION FACILITY
SOF SUPPORT BATTALION
1 2
URBAN FREEDOM WAY
TRENCH DRAIN
A R
E A
B
IO
-R
E T
E N
T
IO
N
AREA
BIO-RETENTION
AREA
BIO-RETENTION
BIO-RETENTION
AREA
CB
CB
CB
CI CI
CI CI
CI
CI
GI GI GI GI
HW
CI
CI
FH
FH
FH
PIV
GI
GI
GI
CB
HW
HW
HW
HW
GI
GI
GI
MH
GI GI
FH
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
B X
D C
S .d g n
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
F O
R T B
R A
G G
N O
R T
H C
A R
O L
IN
A
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
®of Engineers
US Army Corps
C A
T E
G O
R Y C
O D
E
D E
S C
R
IP
T
IO
N
P P ro je c ts \0
\0
C
A D
B
IM
S h e e ts \0
C iv il \B
X D
C S .d g n
-M
A R -2
:2
S O
F S
U P
P O
R T B
A T
T A
L
IO
N A
D M
IN
IS
T R
A T
IO
N F
A C
IL
IT
Y
F Y P
N
-1
-2
W F
O Y
D
A R
L
IN
G T
O N A
V E
N U
E
W
IL
M
IN
G T
O N D
IS
T R
IC
T
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
M A
R C
H
W P
M -1
-R -0
READY TO ADVERTISE SUBMITTAL
.6
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.
CS102
S .H
A G
G A
R D
LEGEND
CONCRETE PAVEMENT
BITUMINOUS PAVEMENT
CONSTRUCTION LIMITS
BY OTHERS (NIC)
FACILITY
PARACHUTE RIGGING
M .M
A Y
E R
O P
T
IO
N P
L A
N
M .M
A Y
E R
U
T
IL
IT
Y C
O R
R
ID
O R
OPTION #4
PAVEMENT
OPTION #5
PAVEMENT
OPTION #1
PAVEMENT
OPTION #2
PAVEMENT
OPTION #3
PAVEMENT
OPTION #6
STRIPING
OPTIONS
PERIMETER OF THE MATTED AREA.
VERTICAL ROPES ALONG THE OUTER
8 PULL UP BARS, 3 DIP BARS AND 2-20'
PT AREA, EACH PT AREA TO INCLUDE
PROVIDE 50'x50' RUBBERIZED MATTEDOPTION 7:
STANDARDS.
AND STRIPING TO BE PER NCDOT
ROADWAY PAVEMENT MARKINGS
ADJUST INTERSECTION AND OPTION 6:
AND ACCESS CONTROL GATE.
INCLUDING SIGNS, STRIPING
PROVIDE RIGID ACCESS DRIVESOPTION 5:
SIGNS, MARKINGS AND STRIPING.
ROAD INCLUDING PAVEMENT,
PROVIDE COMPLETE ACCESSOPTION 4:
BITUMINOUS PAVEMENT.
PROVIDE STANDARD DUTY OPTION 3:
BITUMINOUS PAVEMENT.
PROVIDE STANDARD DUTY OPTION 2:
BITUMINOUS PAVEMENT.
PROVIDE STANDARD DUTY OPTION 1:
OPTION #7 OPTION #7
PT AREA PT AREA
N
WERE NOT MARKED AT TIME OF SURVEY.
URBAN FREEDOM WAY PER SANDHILLS ELECTRIC CO-OP. LOCATIONS
NEWLY INSTALLED BURIED ELECTRIC LINES ARE ALONG NORTH SIDE OF
NOTE:
URBAN FREEDOM WAY
ASPHALT
ASPHALT
BOTTOM BOX=250.83'
TOP=260.43'
TMH
8' CHAIN LINK FENCE
ELEVATION: 266.88'
E: 1989983.98
N: 485865.05
RB&C #12
ELEVATION: 267.31'
E: 1990268.11
N: 485925.18
RB&C #6
ELEVATION: 264.83'
E: 1990406.72
N: 485598.22
RB&C #5
ELEVATION: 261.30'
E: 1989897.14
N: 485522.55
RB&C #11
SWALE
SWALE
SWALE
8' CHAIN LINK FENCE
6' TEMPORARY CONSTRUCTION CHAIN LINK FENCE 6' TEMPORARY CONSTRUCTION CHAIN LINK FENCE
TRANSFORMER PAD
ASPHALT
ASPHALT
ASPHALT
LIMIT SIGN
SPEED
260260
260 260
SWALE
SWALE
T
CONTRACT# W91278-11-D-0067-DQ01
UTILITY PLAN SHEET CG115
GAS, AND WATER LINE PER SITE
UNDERGROUND COMMUNICATION,
T
EJB
WV
WV
WVWV
FH
BOTTOM BOX=253.31'
TOP=262.99'
TMH
FH
FH
FH
PIV
FH
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
B X
D C
G .d g n
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
F O
R T B
R A
G G
N O
R T
H C
A R
O L
IN
A
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
®of Engineers
US Army Corps
C A
T E
G O
R Y C
O D
E
D E
S C
R
IP
T
IO
N
P P ro je c ts \0
\0
C
A D
B
IM
S h e e ts \0
C iv il \B
X D
C G
.d g n
-M
A R -2
:2
S O
F S
U P
P O
R T B
A T
T A
L
IO
N A
D M
IN
IS
T R
A T
IO
N F
A C
IL
IT
Y
F Y P
N
-1
-2
W F
O Y
D
A R
L
IN
G T
O N A
V E
N U
E
W
IL
M
IN
G T
O N D
IS
T R
IC
T
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
M A
R C
H
W P
M -1
-R -0
READY TO ADVERTISE SUBMITTAL
MH
SS
G R
A S
S S
W A
L E
AREA
BIO-RETENTION
AREA
BIO-RETENTION
PN63850
ADMINISTRATION FACILITY
SOF SUPPORT BATTALION
PN63850
ADMINISTRATION FACILITY
SOF SUPPORT BATTALION
1 2
URBAN FREEDOM WAY
TRENCH DRAIN
A R
E A
B
IO
-R
E T
E N
T
IO
N
AREA
BIO-RETENTION
AREA
BIO-RETENTION
BIO-RETENTION
AREA
CB
CB
CB
CI CI
CI CI
CI
CI
CI
GI GI GI GI
HW
CI
CI
GI
GI
GI
CB
HW
HW
HW
HW
GI
GI
GI
MH
GI GI
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.
CG101
S .H
A G
G A
R D
LEGEND
SD
CB
CB
GI
HW
SHEET NOTES
M .M
A Y
E R
G R
A D
E A
N D D
R A
IN
P
L A
N
M .M
A Y
E R
BY OTHERS (NIC)
FACILITY
PARACHUTE RIGGING
BY OTHERS (NIC)
ROADWAY AND PARKING THIS AREA
HW
FOR CONTINUATION
REFER TO SHEET CG102
TO URBAN FREEDOM WAY AS SHOWN.
SIDEWALK AND FROM THE FACE OF THE BUILDING
PROVIDE SOD 5' FROM BUILDING FACE, EDGES OF
EDGE OF DOCK.
PROVIDE TRENCH DRAIN MINIMUM 6' FROM
PROVIDE BIO-RETENTION BASIN.
ADDITIONAL SOD AREA
FLOW
TRENCH DRAIN
HEADWALL
BEEHIVE GRATED INLET
CURB INLET
CATCH BASIN
STORM DRAIN PIPING
CONSTRUCTION LIMITS1
N
INV: 250.83'
RIM: 259.02'
MHD (UC)
D
INV: 251.39'
RIM: 259.01'
MHD (UC)
D
"R
C P
R C P
EXISTING BIORETENTION
ON
LY
ONLY
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
B X
D C
G .d g n
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
F O
R T B
R A
G G
N O
R T
H C
A R
O L
IN
A
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
®of Engineers
US Army Corps
C A
T E
G O
R Y C
O D
E
D E
S C
R
IP
T
IO
N
P P ro je c ts \0
\0
C
A D
B
IM
S h e e ts \0
C iv il \B
X D
C G
.d g n
-M
A R -2
:2
S O
F S
U P
P O
R T B
A T
T A
L
IO
N A
D M
IN
IS
T R
A T
IO
N F
A C
IL
IT
Y
F Y P
N
-1
-2
W F
O Y
D
A R
L
IN
G T
O N A
V E
N U
E
W
IL
M
IN
G T
O N D
IS
T R
IC
T
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
M A
R C
H
W P
M -1
-R -0
READY TO ADVERTISE SUBMITTAL
N 485,573.097
E 1,990,892.512
N 485,573.097
E 1,990,912.516
N 485,521.772
E 1,990,913.592
SDMH
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.
CG102
S .H
A G
G A
R D
LEGEND
SD
CB
CB
GI
HW
SHEET NOTES
M .M
A Y
E R
G R
A D
E A
N D D
R A
IN
P
L A
N
M .M
A Y
E R
BY OTHERS (NIC)
FACILITY
PARACHUTE RIGGING
FLOW
TRENCH DRAIN
HEADWALL
BEEHIVE GRATED INLET
CURB INLET
CATCH BASIN
STORM DRAIN PIPING
CONSTRUCTION LIMITS
TO EXISTING 36" STORM DRAIN.
PROVIDE NEW STORM MANHOLE. CONNECT
FOR CONTINUATION
REFER TO SHEET CG101
N
WERE NOT MARKED AT TIME OF SURVEY.
URBAN FREEDOM WAY PER SANDHILLS ELECTRIC CO-OP. LOCATIONS
NEWLY INSTALLED BURIED ELECTRIC LINES ARE ALONG NORTH SIDE OF
NOTE:
URBAN FREEDOM WAY
ASPHALT
ASPHALT
BOTTOM BOX=250.83'
TOP=260.43'
TMH
8' CHAIN LINK FENCE
ELEVATION: 266.88'
E: 1989983.98
N: 485865.05
RB&C #12
ELEVATION: 267.31'
E: 1990268.11
N: 485925.18
RB&C #6
ELEVATION: 264.83'
E: 1990406.72
N: 485598.22
RB&C #5
SWALE
SWALE
8' CHAIN LINK FENCE
6' TEMPORARY CONSTRUCTION CHAIN LINK FENCE 6' TEMPORARY CONSTRUCTION CHAIN LINK FENCE
TRANSFORMER PAD
ASPHALT
ASPHALT
8" PVC
OFF-SITE
SWALE
T
C
CONTRACT# W91278-11-D-0067-DQ01
UTILITY PLAN SHEET CG115
GAS, AND WATER LINE PER SITE
UNDERGROUND COMMUNICATION,
C
T
EJB
WV
WV
WV
INV.OUT=251.42'
TOP=263.44'
INV.OUT=249.92' (S)
INV.IN=249.97' (N)
INV.IN=250.01' (E)
TOP=260.30'
BOTTOM BOX=253.31'
TOP=262.99'
TMH
FH
FH
FH
PIV
FH
SE
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
B X
D C
U .d g n
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
F O
R T B
R A
G G
N O
R T
H C
A R
O L
IN
A
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
®of Engineers
US Army Corps
C A
T E
G O
R Y C
O D
E
D E
S C
R
IP
T
IO
N
P P ro je c ts \0
\0
C
A D
B
IM
S h e e ts \0
C iv il \B
X D
C U
.d g n
-M
A R -2
:2
S O
F S
U P
P O
R T B
A T
T A
L
IO
N A
D M
IN
IS
T R
A T
IO
N F
A C
IL
IT
Y
F Y P
N
-1
-2
W F
O Y
D
A R
L
IN
G T
O N A
V E
N U
E
W
IL
M
IN
G T
O N D
IS
T R
IC
T
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
M A
R C
H
W P
M -1
-R -0
READY TO ADVERTISE SUBMITTAL
MH
SS
G R
A S
S S
W A
L E
AREA
BIO-RETENTION
PN63850
ADMINISTRATION FACILITY
SOF SUPPORT BATTALION
PN63850
ADMINISTRATION FACILITY
SOF SUPPORT BATTALION
1 2
URBAN FREEDOM WAY
TRENCH DRAIN
A R
E A
B
IO
-R
E T
E N
T
IO
N
AREA
BIO-RETENTION
AREA
BIO-RETENTION
BIO-RETENTION
AREA
CB
CB
CB
CI CI
CI CI
CI
CI
CI
GI GI GI GI
HW
CI
CI
GI
GI
GI
CB
HW
HW
HW
HW
GI
GI
GI
MH
GI GI
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.
CU101
S .H
A G
G A
R D
LEGEND
SS
W
FW
FH
PIV
SHEET NOTES
CO
MH
GENERAL NOTES
1 1
13 14 4
12 11
M .M
A Y
E R
U T
IL
IT
Y P
L A
N
M .M
A Y
E R
BY OTHERS (NIC)
FACILITY
PARACHUTE RIGGING
BY OTHERS (NIC)
ROADWAY AND PARKING THIS AREA
SANITARY SEWER
POINT OF CONNECTION
MANHOLE
CLEANOUT
PIV VALVE
GATE VALVE
FIRE HYDRANT
GAS LINE
FIRE WATER LINE
WATER LINE
SANITARY SEWER LINE
CONSTRUCTION LIMITS
G
WATER MAIN
POINT OF CONNECTION
GAS MAIN
POINT OF CONNECTION
WATER MAIN
POINT OF CONNECTION
AT THE BUILDING BY PIEDMONT GAS.
GAS LINES AND METER UP TO THE POINT OF CONNECTION
APPROVED BY FT. BRAGG DIRECTOR OF PUBLIC WORKS.
UNLESS IT IS THE LAST RESORT AND SPECIFICALLY
USE OPEN TRENCH METHODS TO CROSS ROADS
CROSSINGS TO TIE INTO EXISTING UTILITIES. DO NOT
UNDERGROUND UTILITIES THAT CROSS ACTIVE ROAD
UNDER-GROUND BORING SYSTEMS FOR ALL
THE CONSTRUCTION CONTRACTOR SHOULD USE
THE GAS METER/REGULATOR ASSEMBLY.
SYSTEM UP TO AND WITHIN THE FACILITY INCLUDING
TIE-IN, LAYOUT/ROUTE AND INSTALL GAS DISTRIBUTION
PRIOR TO PERFORMING WORK. CONTRACTOR SHALL
COORDINATE AND FIELD VERIFY SITE CONDITIONS
OUTSIDE THE BUILDING FOUNDATION.
LINE OF DEMARCATION FOR WATER LINES IS 5 FEET
OUTSIDE THE BUILDING FOUNDATION.
LINE OF DEMARCATION FOR SEWER LINES IS 10 FEET
CLOSING WATER PERMITS FOR THIS PROJECT
SYSTEM AS WELL AS FOR FILING, MAINTAINING, AND
FOR CONSTRUCTING THE WATER DISTRIBUTION
PROVIDED BY ONUS. ONUS WILL BE RESPONSIBLE
BACKFLOW PREVENTER IN HOT BOX WILL BE
THE BUILDING. FOR FIRE PROTECTION, A PIV AND
PREVENTER WILL BE PROVIDED BY ONUS OUTSIDE
DOMESTIC WATER, A METER AND BACKFLOW
WILL ENTER THE BUILDING INDEPENDENTLY. FOR
DOMESTIC WATER AND FIRE PROTECTION WATER
INTEL SERVICE DRIVE.
AT THE INTERSECTION OF URBAN FREEDOM WAY AND
AN EXISTING MANHOLE AND 8” SEWER LINE LOCATED
MAIN SEWER LINE FROM THIS PROJECT WILL TIE INTO
SANITARY SEWER PERMITS FOR THIS PROJECT. THE
AS WELL AS FOR FILING, MAINTAINING, AND CLOSING
CONSTRUCTING THE SANITARY SEWER SYSTEM
OFFICER. ONUS WILL BE RESPONSIBLE FOR
ALL WORK WITH ONUS THRU THE CONTRACTING
BY ONUS. THE CONTRACTOR SHALL COORDINATE
THE FINAL UTILITY ROUTES SHALL BE DETERMINED
CONSTRUCTED BY ONUS TO LINE OF DEMARCATION.
NEW SEWER LINES SHOWN ARE TO BE
INC. (ONUS).
SANITARY SEWERIS OLD NORTH UTILITY SERVICES,
THE PRIVATIZED UTILITY PROVIDER FOR WATER AND
8.
7.
6.
5.
4.
3.
2.
1.
. (BY ONUS)VALVE
RELOCATED FIRE HYDRANT ASSEMBLY AND GATE
(BY PIEDMONT GAS)PROVIDE GAS VALVE.
(BY PIEDMONT GAS)PROVIDE GAS LINE.
(BY ONUS)PROVIDE WATER BUILDING SERVICE LINE.
OF DEMARCATION.
PROVIDE FIRE WATER CONNECTION FROM POINT
DEMARCATION.
PROVIDE WATER CONNECTION FROM POINT OF
(BY ONUS)PROVIDE SANITARY SEWER MANHOLE.
(BY ONUS)PROVIDE SANITARY SEWER LINE.
(BY ONUS)VALVE.
PROVIDE FIRE HYDRANT ASSEMBLY AND GATE
(BY ONUS)PROVIDE WATER VALVE AND BOX.
(BY ONUS)PROVIDE PIV VALVE.
(BY ONUS)
PROVIDE MINIMUM 4" THICK CONCRETE PAD.
FIRE WATER SERVICE IN HEATED ENCLOSURE.
PROVIDE RPZ BACK FLOW PREVENTER FOR
(BY ONUS)
PROVIDE MINIMUM 4" THICK CONCRETE PAD.
WATER SERVICE IN HEATED ENCLOSURE.
PROVIDE RPZ BACK FLOW PREVENTER FOR
(BY ONUS)VAULT.
PROVIDE WATER METER IN PRECAST CONCRETE
(BY ONUS)PROVIDE FIRE WATER LINE.
(BY ONUS)PROVIDE DOMESTIC WATER LINE.
N
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
B X
E A -1
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A N
S I
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S
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F O
R T B
R A
G G
N O
R T
H C
A R
O L
IN
A
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
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A T
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N N
O
D E
S
IG
N E
D B
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A
M A
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S
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D B
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D A
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C O
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®of Engineers
US Army Corps
C A
T E
G O
R Y C
O D
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D E
S C
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IP
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P P ro je c ts \0
\0
C
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S O
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N A
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IS
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A T
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N F
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W F
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IN
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A R
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A
M A
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READY TO ADVERTISE SUBMITTAL
F E
C
F E
C
FEC
F E
C
FEC
FEC
FEC
F E
C
FEC
A A
C
43 5 6 7 821
C
9 10
B B
E E
D D
AND MINIMUM 2 PER OFFICE SUITE.
QUANTITY SHALL BE BASED ON OCCUPANCY. 1 PER OFFICE
PROVIDE COAT HOOK ON WALL BEHIND ALL OFFICE DOORS.
SLOPE FLOORS TO DRAIN.
PLANS.
(TVs, MONITORS, CAMERAS, ETC). REFER TO FURNITURE
PROVIDE BLOCKING IN AREAS OF WALL MOUNTED ITEMS
PROVIDE CORNER GUARDS AT ALL OUTSIDE CORNERS.
PERIMETER WALLS.
PROVIDE CONTROL JOINTS IN GYPSUM BOARD AT BUILDING
5.
4.
3.
2.
1.
GENERAL NOTES
A-110 N
48'32'16'08'16'
"=1'-0"16
1GRAPHIC SCALE:
M
B A
R N
E T
T
C O
M P
O S
IT
E F
L O
O R P
L A
N
M
B A
R N
E T
T
278'-0"
20'-0"
40'-0"20'-0"47'-7"
A-200
A-200
SCALE: 1/16" = 1'-0"
COMPOSITE FLOOR PLAN
A-200
A-200
A-111
A-112
A-300
A-300
A
M C
C O
Y
5'-0"
18'-0" 18'-0"
12'-0"
5'-0"
5'-0"
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
B X
E A -1
.d g n
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
F O
R T B
R A
G G
N O
R T
H C
A R
O L
IN
A
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
R K
S
IZ
E
S U
B M
IT
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D B
Y
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US Army Corps
C A
T E
G O
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S C
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\0
C
A D
B
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S h e e ts \0
A rc h \B
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A -1
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:2
S O
F S
U P
P O
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A T
T A
L
IO
N A
D M
IN
IS
T R
A T
IO
N F
A C
IL
IT
Y
F Y P
N
-1
-2
W F
O Y
D
A R
L
IN
G T
O N A
V E
N U
E
W
IL
M
IN
G T
O N D
IS
T R
IC
T
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
M A
R C
H
W P
M -1
-R -0
READY TO ADVERTISE SUBMITTAL
LOBBY
VEST
OIC
DOIC
NCOIC
CORRIDOR
MULTI-PURPOSE
BREAKROOM
JANITOR
WOMEN
MEN
ISSUE/TURN-IN
ELECTRICAL
ROOM
NIPRNET
EQUIPMENT / MISC. STORAGE
SIPRNET
UNIT SUPPLY
MAINTENANCE
SUPPLY
VESTIBULE
COMSEC/
RADIO REPAIR AREA
ACCESSORY STORAGE
BATTERY ROOM
ELEC. MAIN SUPR.
C COMPANY
CONFERENCE ROOM
SUPPLY SUPPORT ACTIVITY
STORAGE/RECEIVING
NCOIC
NVG REPAIR ROOM
FACILITY
MANAGER
CO 1ST SGT
CO OPERATIONS
CO COMMANDER 149A
ADMIN
SUPPORT
CO XO
RECEPTION
A
A
BB
A
A
B
A
A
A
A
C
A
B
A
A
A
A
A
A
A
A
A
B
A
A
A
A
A
A
A
A
A 149B
A
A
A
F E
C
FEC
FEC
FEC
F E
C
FEC
A
C
43 521
B
E
D
LEGEND
REFER TO WINDOW SCHEDULE ON SHEET A-601.
INDICATES WINDOW TYPE.
REFER TO DOOR SCHEDULE ON SHEET A-600.
INDICATES DOOR NUMBER.
BOTTOM OF STRUCTURE AND BE SEALED (STC 45).
WALLS SHALL EXTEND FROM FINISHED FLOOR SLAB TO
CONTOLLED ACCESS AREA (CAA) BOUNDARY
FLOOR PLAN TAG NOTES
PROVIDE FABRIC CURTAIN WITH MESH TOP FOR PRIVACY.
SPACES.
6'-6" HIGH BRACED WALL TO ALLOW FOR AIRFLOW BETWEEN
EXIT ONLY DOOR.
DOCK RAILING.
AREA.
PROVIDE IMPACT RESISTANT WALLS UP TO 4'-0" IN THIS
DUTCH DOORS WITH 6" SHELF.
EYE WASH/SHOWER UNIT.
SIGNAL REC
SLOPING AWAY FROM BUILDING.
LOADING DOCK WITH DOCK LEVELER. TRENCH DRAIN
AWNING.
10' X 10' INSULATED OVERHEAD COILING DOOR.
TO WALLS AND FLOOR.
200 SQUARE FOOT CAGE WITH SLIDING DOORS. BOLTED
WALLS AND FLOOR.
12' X 12' CAGE WITH SLIDING DOORS AND TOP. BOLTED TO
5' X 5' CAGE. BOLTED TO FLOOR.
PALLET JACK CHARGING STATION
COUNTERTOP AND INTEGRAL BACKSPLASH, AND SINK.
BASE AND UPPER CABINETS WITH SOLID SURFACE
HOOKS.
UTILITY SHELF WITH MOP AND BROOM HOLDER AND RAG
ABA COMPLIANT HI-LOW ELECTRIC WATER COOLER.
PACKAGE FOR FIRE EXTINGUISHER.
10lb. (4A:80B:C) FIRE EXTINGUISHER. REFER TO THE FF&E
SURFACE MOUNTED FIRE EXTINGUISHER BRACKET WITH A
THE FF&E PACKAGE FOR FIRE EXTINGUISHER.
RATED WHEN INSTALLED IN RATED WALLS). REFER TO
10lb. (4A:80B:C) FIRE EXTINGUISHER. (TO BE ONE HOUR
SEMI-RECESSED FIRE EXTINGUISHER CABINET WITH A
128, 144 AND 155. REFER TO THE FF&E PACKAGE.
PROVIDE 30 AT VESTIBULE 100 AND 15 AT VESTIBULES
CELL PHONE LOCKERS WITH COMBINATION AND KEY.
ENTRANCE CANOPY.
REQUIREMENTS WITH THE FIRE DEPARTMENT.
CONTRACTOR. CONTRACTOR TO COORDINATE
KNOX BOX TO BE PROVIDED AND INSTALLED BY THE
(NOT ALL TAG NOTES ARE USED ON THIS SHEET)
F E
C
F E
C
FEC
F E
C
FEC
FEC
FEC
F E
C
FEC
A-111
P A
R T
IA
L F
L O
O R P
L A
N
N"=1'-0"8
1GRAPHIC SCALE:
24'16'8'04'8'
M A
T C
H L
IN
E M
A T
C H
L
IN
E
SCALE: 1/8" = 1'-0"
PARTIAL FLOOR PLAN
M
B A
R N
E T
T
M
B A
R N
E T
T
A-110
A-310
A-310
4 13 13 9
KEY PLAN
4'-0"10'-0"7'-4"10'-0"3'-4"3'-4"3'-4"10'-0"4'-8"10'-0"3'-4"3'-4"8'-0"10'-0"4'-0"10'-0"6'-8"3'-4"7'-4"3'-4"7'-4"3'-4"5'-0"
20 20
A
M C
C O
Y
A A A A A
A
A
A A A B B B B
C
56'-5" 3'-4" 36'-0" 3'-4" 9'-4" 3'-4" 10'-0" 3'-4" 6'-8" 3'-4" 6'-0"
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
B X
E A -1
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A N
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N B
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S
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F O
R T B
R A
G G
N O
R T
H C
A R
O L
IN
A
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
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D E
S
IG
N E
D B
Y
A
M A
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US Army Corps
C A
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N A
D M
IN
IS
T R
A T
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N F
A C
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N
-1
-2
W F
O Y
D
A R
L
IN
G T
O N A
V E
N U
E
W
IL
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IN
G T
O N D
IS
T R
IC
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W
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M
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N O
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A R
O L
IN
A
M A
R C
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W P
M -1
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READY TO ADVERTISE SUBMITTAL
FACP
SPRINKLER
RISER
(TR)
FACILITY
MANAGER
CHAPLAIN
CHAPLAIN
ASSISTANT
ELECTRICAL
ROOM
MECHANICAL
MEN
WOMEN
LACTATION
JANITOR
133A
BN CAGE
133B
S3 CAGE
RECYCLING
MAIN
SIPRNET
SENIOR
HR SGT
S-1
OPEN OFFICE
LIFE CYCLE
STORAGE
BREAKROOM
SECURE DOC
STORAGE
SUP SUPPLY
TECH
BUDGET
TECH
STAFF DUTY
OFFICE
ADMIN
BN CSM
BN XO
BN COMMANDER
S4 OFFICER
PRINT ROOM
BN SUPPLY ROOM
MAIN
NIPRNET
ELECTRICAL
VEST
SECURE
ROOM
LANGUAGE
ROOM
HHD
1ST SGT
HHD
COMMANDER
BN COMMAND
CONFERENCE ROOM
111A
S-3
CONFERENCE ROOM
MGMT
SPT
SR OPS
SGT
SPO OIC
S-3
OPEN OFFICE
GUEST
OFFICE
B
A
A
A
A
A 109 A
A
B
A
A
B
A
A
A
A
A
A
A
A
A
B
A
A
A
A
A
A 127 B
A
A
A 129A
A
A
C
B
A
A
A
A
B
A
A
A
B
A
B 137 A
A
C
A
A
B
F E
C
F E
C
FEC
F E
C
A
6 7 8
C
9 10
B
E
D
LEGEND
REFER TO WINDOW SCHEDULE ON SHEET A-601.
INDICATES WINDOW TYPE.
REFER TO DOOR SCHEDULE ON SHEET A-600.
INDICATES DOOR NUMBER.
BOTTOM OF STRUCTURE AND BE SEALED (STC 45).
WALLS SHALL EXTEND FROM FINISHED FLOOR SLAB TO
CONTOLLED ACCESS AREA (CAA) BOUNDARY
FLOOR PLAN TAG NOTES
PROVIDE FABRIC CURTAIN WITH MESH TOP FOR PRIVACY.
SPACES.
6'-6" HIGH BRACED WALL TO ALLOW FOR AIRFLOW BETWEEN
EXIT ONLY DOOR.
DOCK RAILING.
AREA.
PROVIDE IMPACT RESISTANT WALLS UP TO 4'-0" IN THIS
DUTCH DOORS WITH 6" SHELF.
EYE WASH/SHOWER UNIT.
SIGNAL REC
SLOPING AWAY FROM BUILDING.
LOADING DOCK WITH DOCK LEVELER. TRENCH DRAIN
AWNING.
10' X 10' INSULATED OVERHEAD COILING DOOR.
TO WALLS AND FLOOR.
200 SQUARE FOOT CAGE WITH SLIDING DOORS. BOLTED
WALLS AND FLOOR.
12' X 12' CAGE WITH SLIDING DOORS AND TOP. BOLTED TO
5' X 5' CAGE. BOLTED TO FLOOR.
PALLET JACK CHARGING STATION
COUNTERTOP AND INTEGRAL BACKSPLASH, AND SINK.
BASE AND UPPER CABINETS WITH SOLID SURFACE
HOOKS.
UTILITY SHELF WITH MOP AND BROOM HOLDER AND RAG
ABA COMPLIANT HI-LOW ELECTRIC WATER COOLER.
PACKAGE FOR FIRE EXTINGUISHER.
10lb. (4A:80B:C) FIRE EXTINGUISHER. REFER TO THE FF&E
SURFACE MOUNTED FIRE EXTINGUISHER BRACKET WITH A
THE FF&E PACKAGE FOR FIRE EXTINGUISHER.
RATED WHEN INSTALLED IN RATED WALLS). REFER TO
10lb. (4A:80B:C) FIRE EXTINGUISHER. (TO BE ONE HOUR
SEMI-RECESSED FIRE EXTINGUISHER CABINET WITH A
128, 144 AND 155. REFER TO THE FF&E PACKAGE.
PROVIDE 30 AT VESTIBULE 100 AND 15 AT VESTIBULES
CELL PHONE LOCKERS WITH COMBINATION AND KEY.
ENTRANCE CANOPY.
REQUIREMENTS WITH THE FIRE DEPARTMENT.
CONTRACTOR. CONTRACTOR TO COORDINATE
KNOX BOX TO BE PROVIDED AND INSTALLED BY THE
(NOT ALL TAG NOTES ARE USED ON THIS SHEET)
F E
C
F E
C
FEC
F E
C
FEC
FEC
FEC
F E
C
FEC
A-112
P A
R T
IA
L F
L O
O R P
L A
N
N"=1'-0"8
1GRAPHIC SCALE:
24'16'8'04'8'
M A
T C
H L
IN
E M
A T
C H
L
IN
E
SCALE: 1/8" = 1'-0"
PARTIAL FLOOR PLAN
M
B A
R N
E T
T
M
B A
R N
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A-110
KEY PLAN
5'-4"10'-0"6'-8"10'-0"6'-8"10'-0"18'-0"6'-4"28'-0"6'-4"12'-0"3'-4"8'-0"6'-4"
A
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6'-4" 6'-0" 3'-4" 7'-4" 3'-4" 8'-8" 3'-4" 8'-0" 3'-4" 35'-4" 3'-4" 6'-8" 3'-4" 8'-0" 3'-4" 6'-8" 3'-4" 17'-4"
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READY TO ADVERTISE SUBMITTAL
DRAWINGS FOR JOIST BEARING ELEVATIONS.
ROOF SLOPES ARE NOMINAL. REFER TO STRUCTURAL
REFER TO STRUCTURAL DRAWINGS FOR ROOF FRAMING.
2.
1.
GENERAL NOTES
ROOF PLAN TAG NOTES
AWNINGS.
RIDGE CAP.
DRAINAGE AND STORM SEWER.
DOWNSPOUT, CONNECT TO UNDERGROUND STORM
PRE-FINISHED METAL GUTTER AND PRE-FINISHED METAL
GYPSUM SHEATHING/AIR BARRIER OVER METAL DECK.
POLYISO RIGID INSULATION (R-30), AND 5/8" GLASS-MAT
WATER SHIELD, 5/8" GLASS-MAT GYPSUM SHEATHING,
ASPHALT COMPOSITION SHINGLES, ICE AND
GYPSUM SHEATHING/AIR BARRIER OVER METAL DECK.
POLYISO RIGID INSULATION (R-30), AND 5/8" GLASS-MAT
WATER SHIELD, 5/8" GLASS-MAT GYPSUM SHEATHING,
PRE-FINISHED STANDING SEAM METAL ROOF, ICE AND
A-130 N
48'32'16'08'16'
"=1'-0"16
1GRAPHIC SCALE:
M
B A
R N
E T
T
M
B A
R N
E T
T
A-200
A-200
SCALE: 1/16" = 1'-0"
COMPOSITE ROOF PLAN
A-200
A-200
C O
M P
O S
IT
E R
O O
F P
L A
N
282'-0"
:1
S L
O P
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:1
S L
O P
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5:12
SLOPE
5:12
SLOPE
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READY TO ADVERTISE SUBMITTAL
GENERAL NOTES
7.
6.
5.
IMMEDIATELY ABOVE ALL FLASHING.
HEAD JOINTS OF MASONRY COURSE
MINIMUM OF 8" AND SEAL. WEEP HOLES ARE REQUIRED AT
WEEP HOLES AND WEEP VENTILATORS. LAP FLASHING A
PROVIDE COATED COPPER FLASHING WITH OPEN HEAD
THE WALL.
FLASHING SHALL EXTEND MINIMUM 8" VERTICALLY INSIDE
DISSIMILAR MATERIALS (MINIMUM 3/4")
PROVIDE BACKER ROD AND SEALANT AT JOINTS BETWEEN
CONSTRUCTION AND CHANGES IN ROOF ELEVATION.
PROVIDE EXPANSION JOINTS AT ALL DISSIMILAR
WALLS, MAXIMUM 25'-0"
PROVIDE VERTICAL EXPANSION JOINTS IN BRICK VENEER
PROVIDE VERTICAL CONTROL JOINTS IN MASONRY WALLS.
WALL MORTAR.
PROVIDE WATER REPELLANT ADMIXTURE IN EXTERIOR
4.
3.
2.
1.
8' 4' 0 8' 16' 24' 32'
"=1'-0"32
3GRAPHIC SCALE:
SCALE: 3/32" = 1'-0"
BUILDING ELEVATION
SCALE: 3/32" = 1'-0"
BUILDING ELEVATION
SCALE: 3/32" = 1'-0"
BUILDING ELEVATION
A-110
A-110
A-110
GUTTER & DOWNSPOUTS
FIXED WINDOW (TYP.)ENTRANCE CANOPYGLAZED ENTRY DOORBRICK VENEER
FIXED WINDOW (TYP.) BRICK VENEER
FIXED WINDOW (TYP.)
SCALE: 3/32" = 1'-0"
BUILDING ELEVATION
A-1…
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