PN79439_VOL1_AMD1_PLANS.pdf
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VOLUME 1 - Revised Plan Sheets
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LAURINBURG
ELIZABETHTOWN
CLINTON
MT. OLIVE
SANFORD
A 24 MB
A 24 MB
C
A C
SIMMONS AIRFIELD
MAIN ENTRANCE
OFFICE (DRMO) BLDG. NO. J-1334
DEFENSE REUTILIZATION MARKETING
BUILDING NO. 3-1631
ACP#4
ACP#7
ACP#8A
ACP#13
ACP#9
ACP#3
ACP#
AND TRUCK INSPECTION PLAZA
ACCESS CONTROL POINT (ACP) #8
ACP#12 AND SAT /SUN /HOLIDAYS 0900-1700
DIRECTORATE OF PUBLIC WORKS
VEHICLE REGISTRATION
BUILDING 4-2843,
SOLDIER SUPPORT CENTER,
ASHEBORO
BISCOE
ROCKINGHAM
DARLINGTON
LUMBERTON
WHITEVILLE
WILMINGTON
WALLACE
GOLDSBORO
SMITHFIELD
WILSON
DUNN
FAYETTEVILLE
N . C
A R
O
LIN
A
S . C
A R
O
LIN
A
FORT BRAGG
30195
40401
301401
N
VICINITY MAP
N.T.S.
RECYCLING AREA
SCALE: 1"=3000'
RALEIGH
BUTNER R
D
LONGSTREET RD
GRUBER RD
A L L A
M E
R
IC
A N F
R E
E W
A Y
YADKIN RD
GRUBER RD
LONGSTREET R
D
HONEYCUTT RD
HONEYCUTT RD
B R
A G
G B
L V
D
B R
A G
G B
L V
D
B R
A G
G B
L V
D
GRUBER RD
M U
R C
H S
O N
R
RANDOLPH ST
K N
O X S
T
K N
O X S
T
R E
IL
L Y S
T
R E
IL
L Y S
T R
E
IL
L Y S
T
L A
M O
N T R
D
STREETS
RAILROADS
INTERSTATE ROUTE
U. S. ROUTE
STATE ROUTE
LAKES
INSTALLATION BOUNDARIES
C H
IC
KEN
R
O
AD
CHIC
KEN R
OAD
P L A N
K
R
O A D
M
IL
IT
AR
Y
R
ES
ER
VATI
O N B
O U
N D
AR
Y
MI
LIT
ARY
RES
ERVATI
ON
BOUNDARY
MI
LIT
ARY R
ES
ERVATIO
N B
OUNDARY
M
ILITARY RESERVATIO
N BO
UNDARY
M
IL
IT
A R
Y R
E S
E R
V A
T
IO
N B
O U
N D
A R
Y
M c R
ID
G E R
O A
D
LEGEND:
NORMANDY D
R
ARDENNES RD
S P
O O
N E
R S
T
FORT BRAGG CANTONMENT
MAJOR ROADS
OLD FORT BRAGG BOUNDARY
N E
W F
O R
T B
R A
G G B
O U
N D
A R
Y
AND THE OVERHILLS AREA.
NORTHERN TRAINING AREA
A R
M
IS
T E
HOSPI
TAL
ACP#10
ACP#11
Z A
B
IT
O S
K
IY
A D
BAS
TOGNE DRIVE
ACP#2A
WOODRUFF S
T
BLDG NO. 2-2414 WOODRUFF STREET
SOCOM RESIDENT OFFICE
US ARMY CORPS OF ENGINEERS (USACE)
POPE FIELD
L O
C A
T
IO
N P
L A
N
GI100
SKILLS TRAINING FACILITY
PROJECT SITE: ADVANCED
POST ACCESS CONTROL POINT (ACP) PLAN & SECURITY NOTES
CARD HOLDERS ONLY IF THE VEHICLE CAN SAFELY NEGOTIATE THE LANE AT FPCON NORMAL OR A.
TRUCKS, UPS/FEDEX DELIVERY VEHICLES, ETC. THE ONLY EXCEPTION TO THIS DEFINITION APPLIES TO ACTIVE DUTY MILITARY CAC
OR ANY COMPANY VEHICLE PULLING AN ENCLOSED TRAILER OF ANY SIZE, AND ALL CIVILIAN FUEL TRUCKS. THIS INCLUDES U-HAUL
ANY VEHICLE AS LARGE AS OR LARGER THAN AN ENCLOSED 15-PASSENGER VAN (NOT USED FOR PASSENGER TRANSPORTATION)
COMMERCIAL VEHICLE IS:
ALL COMMERCIAL VEHICLES MUST ACCESS THE TRUCK PLAZA ON KNOX STREET. THE INSTALLATIONS DEFINITION FOR A
OR NEITHER. ALL CONTRACTOR'S COMMERCIAL OR PRIVATELY OWNED VEHICLES REQUIRE REGISTRATION.
ALL VEHICLES ARE SUBJECT TO SEARCH, REGARDLESS OF MEANS OF ENTRY;AUTOMATED INSTALLATION ENTRY, TEMPORARY PASS, INFO AND HOURS FOR ACP'S CAN BE FOUND AT WWW.BRAGG.ARMY.MIL/DIRECTORATES/DES/PAGES/DEFAULT.ASPX.
EXPLAINED IN SPECIFICATIONS SECTION 01 14 00, PARAGRAPH 1.4., PASSES.
FORT BRAGG WILL BE USING THE AUTOMATED INSTALLATION ENTRY SYSTEM (AIE). THE PROCESS OF ACCESSING THE BASE IS
PROHIBITED WITHOUT SPECIFIC AUTHORIZATION FROM THE COMMANDER.
THE INTRODUCTION OF WEAPONS, AMMUNITION, EXPLOSIVES OR OTHER PROHIBITED ITEMS AND PHOTOGRAPHY ON FORT BRAGG IS
INSTALLATION COMMANDERS CONSENT.
MILITARY INSTALLATIONS FROM CONDUCTING IMAGERY SURVEILLANCE, PHOTOGRAPHY AND VIDEO RECORDING WITHOUT THE
FORT BRAGG IS DESIGNATED AS A RESTRICTED AREA. RESTRICTED AREA POSTING RESTRICTS PERSONS GAINING ACCESS TO
THE PERMISSION OF THE COMMANDING OFFICER OF THE MILITARY INSTALLATION.
GIVE AWAY ANY PHOTOGRAPH, PICTURE OR GRAPHIC REPRESENTATION OF A DEFENSE INSTALLATION WITHOUT FIRST OBTAINING
COMMANDING OFFICER OF THE MILITARY INSTALLATION. IT IS ALSO A CRIME UNDER 18 USC 797 TO REPRODUCE, PUBLISH, SELL OR
IT IS A CRIME UNDER 18 USC 795 TO PHOTOGRAPH DEFENSE INSTALLATIONS WITHOUT FIRST OBTAINING THE PERMISSION OF THE
GENERAL NOTES:
CLOSED
DEMOLITION LANDFILL
CLOSED
LAMONT BORROW PIT
HAUL ROAD (RECYCLING, COMMERICAL VEHICLE ACCESS)
N
M C
K E
N Z
IE
M
K O
L A
S
IN
S K I
INSTALLATION AT CONTRACTOR'S EXPENSE.
11. ALL SUITABLE AND NONSUITABLE MATERIALS SHALL BE DISPOSED OF OFF
INSTALLATION AT CONTRACTOR'S EXPENSE.
10. ALL ASPHALT PAVEMENT (INCLUDING MILLED) SHALL BE DISPOSED OF OFF
REILLY ROAD) OR THE RECYCLING AREA AT THE LAMONT LANDFILL FACILITY.
TYPES OF ITEMS SHALL BE TRANSPORTED TO THE DPW RECYCLING CENTER (BUTNER AND
AIR HANDLERS, PIPING, METALS BEAMS, MOTORS, VALVES, COPPER WIRE, ETC. THESE
CONTRACT CAN OBTAIN THE MATERIALS. ITEMS SUCH AS HVAC UNITS (FREON REMOVED),
IS PROPERTY OF THE GOVERNMENT UNLESS THE CONTRACT SPECIFIES THAT THE
9. ALL RECYCLABLE MATERIALS GENERATED FROM A CONSTRUCTION OR DEMOLITION JOB
THEIR CONTENTS WHILE BEING PRESENT ON FORT BRAGG.
8. ALL WASTE OR RECYCLABLE MATERIAL LOADS ARE SUBJECT TO BE INSPECTED OF
OR RECYCLABLES TO PREVENT LITTER.
7. STATE LAW AND FORT BRAGG REGULATIONS REQUIRES COVERING OF LOADS OF WASTE
PROGRAM AT 977-2502, 396-3372 OR 432-6412 FOR ADDITIONAL GUIDANCE.
6. CONTACT YOUR GOVERNMENT REPRESENTATIVE OR THE SOLID WASTE/RECYCLING
- SHALL BE CLEAN OF TRASH, PLASTICS, STYROFOAM, WOOD, METAL, ETC.
3-1240, BUTNER AND REILLY ROAD
- ALSO CARDBOARD CAN BE TAKEN TO THE FORT BRAGG RECYCLING CENTER AT BLDG
- 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 BE 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
5. THE LAMONT LANDFILL FACILITY RECYCLING AREA WILL ACCEPT RECYCLABLES ITEMS.
FORMS AND REPORTING REQUIREMENTS.
AND MSW) AND ALL MATERIALS RECYCLED OFF FORT BRAGG. SEE SPECIFICATIONS FOR
4. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN DATA OF ALL WASTE DISPOSED (C&D
MSW.
“D”LANDFILL OFF FORT BRAGG FOR THE DISPOSAL OF C&D WASTE, ASBESTOS WASTE AND
3. ALL CONTRACTORS SHALL USE A STATE CERTIFIED C&D LANDFILL OR SUB TITLE
FACILITY IS CLOSED AND WILL NOT EXCEPT MSW AT THE FACILITY.
2. THE MUNICIPAL SOLID WASTE (MSW) TRANSFER STATION AT THE LAMONT LANDFILL
AND WILL NOT BE ACCEPTING ANY C&D WASTE AND ASBESTOS WASTE.
1. THE FORT BRAGG LAMONT CONSTRUCTION AND DEMOLITION (C&D) LANDFILL IS CLOSED
R E
V
IS
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C C
O R
D A
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X X
X X
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X -X -X
X X
X
SHEET ID
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2 3 4 5 6 7 8 9 10
S O
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P S O
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R S
FOR OFFICIAL USE ONLY (FOUO)
F O
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F F
IC
IA
L U
S E O
N L
Y F
O U
O
FOR OFFICIAL USE ONLY (FOUO)
W
IL
M
IN
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IS
T R
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A R
L
IN
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O N A
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N U
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N C
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A R
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P S O
F E
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IN
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S A
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N N
A H D
IS
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IC
T
W
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T H
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P E A
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N U
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S A
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N N
A H
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A D
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G F
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ISSUED FOR CONSTRUCTION
M A
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H
K6ENELAS
24-APR-2018 11:12
IP_PWP:dms18905\brqgi100lp.dgn
25.9'
30.7'
.6
6 6
4 4
100.7'
79.4'
KEY PLAN
CS101
M A
T C
H S
H E
E T I
D C
S
MATCH SHEET ID CS103
60'0 30'
N
S
IT
E L
A Y
O U
T P
L A
N A
B A
S E B
ID
M
K O
L A
S
IN
S K I
N
M C
K E
N Z
IE
N 500,564.49
E 2,000,097.22
R
E V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M E
N D
M E
N T
A
P R
IL
N 500,756.04
E 1,999,975.10
N 500,710.88
E 1,999,940.24
EX. ARDENNES RD EP
R
R
28.5' R
N 500,743.79
E 2,000,061.74
N 500,809.25
E 1,999,924.27
N 500,848.14
E 1,999,743.55
SIDEWALK TO EXISTING WALKS
PROVIDE CONC. STEPS FROM NEW
STA 1+73.09 (32.82 RT O/S)
STA 0+40.00 (31.40 RT O/S) -
(SEE GRADING PLANS FOR ELEVS)
SEGMENTAL BLOCK RETAINING WALL
NOTE:
SEE NOTE BELOW
RETAINING WALL
N 500,824.61
E 1,999,784.67
M O
N T
A G
E M
A J E
S T
IC
/3 -R
A
IL
N 500,791.15
E 2,000,130.21
Z A
B
IT
O S
K Y R
D
ARDENNES ST.
CONC S/W
CONC S/W
CONC S/W
PARKING LOTASPHALT
ARDENNES ST.
FFE=305.
7BLDG # D
-28151-STORY BRICK
FFE=307.
1BLDG # D
-3116BRICK CHURCH
CONC S/W
C O
S
W
C O
W
CONC S/W RAMP
R A
M P
L
B
R D
E R
R D
E R
LS
BORDER
CONC. PAD
W A
L L
W A
L L
RAMP
STONE
MEMORIAL
STONE
MEMORIAL
STONE
MEMORIAL
STONE
MEMORIAL
STONE
MEMORIALSTONE
MEMORIAL
S
S
S
BOLLARD
BOLLARD
SIGN
SIGN
S
S
SIGN
12" RCP OUT=292.
12" RCP IN=292.
27TOP=297.
62CURB INLET W/ MH
SS
C O
W
SI
GN
PAD
CONC
" R
C P
CONC S/W
CABINET
SIGNAL
TRAFFIC
CONC DITCH
FO BOX
FOM
BOX
SIGNAL
TRAFFIC
12" RCP12
R C
P INV.=290.79
12" RCP OUT=289.
5912" RCP IN=289.
88TOP=291.
DI
BOX
SIGNAL
TRAFFIC
BOX
SIGNAL
TRAFFIC
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
FO BOX
P A
V E
M E
T
U
T
COCO
S
POLE
TRAF. SIG
POLETRAF. SIG
INV.=287.78
CONC HW
BOLLARDS
S
0+00
1+00
2+00
3+00
4+00
ATFP BOLLARDS, TYP.11
GENERATOR PAD (BY SUS)10
TRANFORMER PAD (BY SUS)9
(22) BIKE RACK 8
TRASH COLLECTION POINT (DUMPSTERS N.I.C.)7
WHEELCHAIR RAMP6
CONCRETE-LINED SWALE/DITCH5
CONCRETE SIDEWALK4
HEAVY DUTY CONCRETE PVMT SECTION3
STANDARD DUTY ASPHALT PVMT SECTION2
HEAVY-DUTY ASPHALT PVMT SECTION1
XKEYED NOTES
WITH MANUFCTURER'S SPECIFICATIONS AND RECOMMENDATIONS.
CONTRACTOR SHALL INSTALL SEGMENTAL WALL IN ACCORDANCE8.
SEE SHEET CS507 FOR GENERATOR PROTECTION BOLLARD DETAILS7.
CONTRACT.
PN 76376 IS CONSIDERED EXISTING CONDITIONS FOR PURPOSES OF THIS
CULTURAL CENTER (PN 76376) ARE COMPLETE. ALL WORK ASSOCIATED WITH
THIS PLAN ASSUMES THAT THE PEDESTRIAN BRIDGE AND LANGUAGE AND 6.
IS CONSIDERED EXISTING CONDITIONS FOR PURPOSES OF THIS CONTRACT.
AS PART OF PN 79437, IS COMPLETE. ALL WORK ASSOCIATED WITH PN 79437
THIS PLAN ASSUMES WORK ASSOCIATED WITH MOSBY ST AND ARDENNES RD, 5.
LOCATIONS, AND TRANSITION POINTS.
SEE GRADING AND DRAINAGE PLAN FOR CURB AND GUTTER TYPES, 4.
UNLESS SHOWN OTHERWISE, ALL SIDEWALKS SHALL BE 6 FT FROM BOC.3.
UNLESS NOTED OTHERWISE, ALL SIDEWALKS SHALL BE 6 FT WIDE. 2.
RADII SHALL BE 5 FT.
ALL RADIAL DIMENSIONS ARE TO BOC. IF NO DIMENSION IS LISTED, BOC MIN.1.
LAYOUT NOTES:
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
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W P
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-R -0
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X X
X X -X
X -X -X
X X
X
SHEET ID
F
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A M
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B
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D
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F
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2 3 4 5 6 7 8 9 10
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FOR OFFICIAL USE ONLY (FOUO)
F O
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F F
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N L
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FOR OFFICIAL USE ONLY (FOUO)
W
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M A
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A B
C D
.5'
20'
13.
4'
.2
.6
.7
17'
31.
7'
.6'
36'
2'
110'
.5
91.
1'
.0
12.1'
20.
7'
67'
.4
71.
8'
90.2'
.0
KEY PLAN
CS10460'0 30'
M A
T C
H S
H E
E T I
D C
S
MATCH SHEET ID CS102
N
S
IT
E L
A Y
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L A
N D
B A
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ID
M
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P R
IL
N 500,473.08
E 2,000,609.48
N 500,321.84
E 2,000,616.23
N 500,228.60
E 2,000,636.39
N 500,232.94
E 2,000,610.24
N 500,248.41
E 2,000,501.34
N 500,378.39
E 2,000,409.59
FIN FLR: 291.00
ADVANCED SKILLS TRAINING FACILITY
N 500,278.56
E 2,000,625.58
N 500,287.55
E 2,000,566.08
N 500,277.89
E 2,000,622.59
10' W
ALK
W
IDTH
' W
A L
K W
ID
T
H
' W
A L
K W
ID
T
H
CONCRETE
LO
ADIN
G A
REA
CONCRETE
EMERGENCY A
ND P
EDES
TRIA
N A
CCES
S
2.
D E G
.0
R
R
R
25'R
R
146'
R
R
R
132'R
3' CHAMFER
45'
R
R
30' R
30' R
SHEETS FOR DETAILS
COLONNADE, SEE AS
ADDITIONAL INFO.
FINISHES. SEE AS SHEETS FOR
AND ARCHITECTURAL DETAILS AND
EX. BRIDGE IN BOTH STRUCTURAL
STRUCTURE. INTENT IS TO MATCH
TIE TO EX. PREDESTRIAN BRIDGE
NEW STAIRS AND HANDICAP RAMPS.
.7
R
28' R
R
N 500,458.54
E 2,000,208.65
N 500,514.38
E 2,000,107.98
M A
N T
A G
E M
A J E
S T
IC
/3 -R
A
IL
TIE TO EXISTING FENCE.
NEW RAMP SYSTEM.
EXTEND FENCE TO
(SEE GRADING PLANS FOR ELEVS)
67 LF CAST-IN-PLACE CONCRETE WALL
82'
ATF
P S
ETBACK
' A
T F P S
E T
B A
C K
M O
S B
Y S
T
.0
R
CONC S/W
C O
W
7' CH-LK FENCE
CONC S/W
FENCE
4' CH-LK
GAZEBO
AREA
EXERCISE
C H
F E
N C
E
GAZEBO
FFE=306.
1BLDG # D
-21131-STORY BRICK
FFE=306.
0BLDG # D
-22121-STORY MOBILE HOME
FFE=302.
1BLDG # D
-19101-STORY BRICK
FFE=304.
20BLDG # D
-22111-STORY MOBILE UNITS
RIP-R
AP
HVAC
HVAC
HVAC
HVAC
HVAC
HVAC
HVAC
HVAC
ASPHALT
CONC.
CONC.
STEPS
STEPS
ASPHALT
PARKING LOTASPHALT
ASPHALT
ASPHALT
C O
W
C O
W
CONC S/W
C A
N O
P Y
C A
N O
P Y
HVAC
FFE=302.
1BLDG # D
-21111-STORY BRICK
CONC
CONC.
ASPHALT
CANOPY
W O
M P
W O
M P
SIGN
SIGN
SIGN
SIGN
SIGN
STEPS
STEPS
STEPS
S T
E P
S
STEPS
S T
E P
S
S T
E P
S
S T
E P
S
S T
E P
S
PAVEMENT CUT
PAVEMENT CUT
P A
V E
M E
T
CO
CO
CO
CO
CO
CO
CO
S
S
S
S
S
S
ASPHALT
S
S
S
S
D N
D N
D N D
N
D N
D N D
N
D N
D N
D N
D N
UP
UP
D N
ATFP BOLLARDS, TYP.11
GENERATOR PAD (BY SUS)10
TRANFORMER PAD (BY SUS)9
(22) BIKE RACK 8
TRASH COLLECTION POINT (DUMPSTERS N.I.C.)7
WHEELCHAIR RAMP6
CONCRETE-LINED SWALE/DITCH5
CONCRETE SIDEWALK4
HEAVY DUTY CONCRETE PVMT SECTION3
STANDARD DUTY ASPHALT PVMT SECTION2
HEAVY-DUTY ASPHALT PVMT SECTION1
XKEYED NOTES
SEE SHEET CS507 FOR GENERATOR PROTECTION BOLLARD DETAILS7.
CONTRACT.
PN 76376 IS CONSIDERED EXISTING CONDITIONS FOR PURPOSES OF THIS
CULTURAL CENTER (PN 76376) ARE COMPLETE. ALL WORK ASSOCIATED WITH
THIS PLAN ASSUMES THAT THE PEDESTRIAN BRIDGE AND LANGUAGE AND 6.
IS CONSIDERED EXISTING CONDITIONS FOR PURPOSES OF THIS CONTRACT.
AS PART OF PN 79437, IS COMPLETE. ALL WORK ASSOCIATED WITH PN 79437
THIS PLAN ASSUMES WORK ASSOCIATED WITH MOSBY ST AND ARDENNES RD, 5.
LOCATIONS, AND TRANSITION POINTS.
SEE GRADING AND DRAINAGE PLAN FOR CURB AND GUTTER TYPES, 4.
UNLESS SHOWN OTHERWISE, ALL SIDEWALKS SHALL BE 6 FT FROM BOC.3.
UNLESS NOTED OTHERWISE, ALL SIDEWALKS SHALL BE 6 FT WIDE. 2.
RADII SHALL BE 5 FT.
ALL RADIAL DIMENSIONS ARE TO BOC. IF NO DIMENSION IS LISTED, BOC MIN.1.
LAYOUT NOTES:
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
W P
M -1
-R -0
X X
X X
X X -X
X -X -X
X X
X
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
-1 c s s p .d g n
D E
S C
R
IP
T
IO
N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
FOR OFFICIAL USE ONLY (FOUO)
F O
R O
F F
IC
IA
L U
S E O
N L
Y F
O U
O
FOR OFFICIAL USE ONLY (FOUO)
W
IL
M
IN
G T
O N D
IS
T R
IC
T
D
A R
L
IN
G T
O N A
V E
N U
E
W
IL
M
IN
G T
O N
N C
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S A
V A
N N
A H D
IS
T R
IC
T
W
O G
L E
T H
O R
P E A
V E
N U
E
S A
V A
N N
A H
G A
A D
V A
N C
E D S
K
IL
L S T
R A
IN
IN
G F
A C
IL
IT
Y
J S
T E
IN
P N
F O
R T B
R A
G G
N O
R T
H C
A R
O L
IN
A
V O
L U
M E
ISSUED FOR CONSTRUCTION
M A
R C
H
K6ENELAS
24-APR-2018 11:08
IP_PWP:dms18905\brqcs104sp.dgn
.5'
20'
13.
4'
.2
.6
.7
17'
31.
7'
.6'
36'
2'
110'
.5
91.
1'
.0
20.
7'
67'
.4
71.
8'
90.2'
.0
KEY PLAN
CS104A60'0 30'
M A
T C
H S
H E
E T I
D C
S
MATCH SHEET ID CS102
N
S
IT
E L
A Y
O U
T P
L A
N D
B A
S E B
ID
B
ID
O
P T
IO
N
M
K O
L A
S
IN
S K I
N
M C
K E
N Z
IE
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M E
N D
M E
N T
A
P R
IL
N 500,473.08
E 2,000,609.48
N 500,321.84
E 2,000,616.23
N 500,228.60
E 2,000,636.39
N 500,232.94
E 2,000,610.24
N 500,248.41
E 2,000,501.34
N 500,378.39
E 2,000,409.59
FIN FLR: 291.00
ADVANCED SKILLS TRAINING FACILITY
N 500,278.56
E 2,000,625.58
N 500,287.55
E 2,000,566.08
N 500,277.89
E 2,000,622.59
10' W
ALK
W
IDTH
' W
A L
K W
ID
T
H
' W
A L
K W
ID
T
H
CONCRETE
LO
ADIN
G A
REA
CONCRETE
EMERGENCY A
ND P
EDES
TRIA
N A
CCES
S
2.
D E G
.0
R
R
R
25'R
R
146'
R
R
R
132'R
3' CHAMFER
45'
R
R
30' R
30' R
SHEETS FOR DETAILS
COLONNADE, SEE AS
ADDITIONAL INFO.
FINISHES. SEE AS SHEETS FOR
AND ARCHITECTURAL DETAILS AND
EX. BRIDGE IN BOTH STRUCTURAL
STRUCTURE. INTENT IS TO MATCH
TIE TO EX. PREDESTRIAN BRIDGE
NEW STAIRS AND HANDICAP RAMPS.
28' R
R
N 500,458.54
E 2,000,208.65
N 500,514.38
E 2,000,107.98
M A
N T
A G
E M
A J E
S T
IC
/3 -R
A
IL
TIE TO EXISTING FENCE.
NEW RAMP SYSTEM.
EXTEND FENCE TO
(SEE GRADING PLANS FOR ELEVS)
67 LF CAST-IN-PLACE CONCRETE WALL
82'
ATF
P S
ETBACK
' A
T F P S
E T
B A
C K
M O
S B
Y S
T
.0
R
CONC S/W
C O
W
7' CH-LK FENCE
CONC S/W
FENCE
4' CH-LK
GAZEBO
AREA
EXERCISE
C H
F E
N C
E
GAZEBO
FFE=306.
1BLDG # D
-21131-STORY BRICK
FFE=306.
0BLDG # D
-22121-STORY MOBILE HOME
FFE=302.
1BLDG # D
-19101-STORY BRICK
FFE=304.
20BLDG # D
-22111-STORY MOBILE UNITS
RIP-R
AP
HVAC
HVAC
HVAC
HVAC
HVAC
HVAC
HVAC
HVAC
ASPHALT
CONC.
CONC.
STEPS
STEPS
ASPHALT
PARKING LOTASPHALT
ASPHALT
ASPHALT
C O
W
C O
W
CONC S/W
C A
N O
P Y
C A
N O
P Y
HVAC
FFE=302.
1BLDG # D
-21111-STORY BRICK
CONC
CONC.
ASPHALT
CANOPY
W O
M P
W O
M P
SIGN
SIGN
SIGN
SIGN
SIGN
STEPS
STEPS
STEPS
S T
E P
S
STEPS
S T
E P
S
S T
E P
S
S T
E P
S
S T
E P
S
PAVEMENT CUT
PAVEMENT CUT
P A
V E
M E
T
CO
CO
CO
CO
CO
CO
CO
S
S
S
S
S
S
ASPHALT
S
S
S
S
D N
D N
D N D
N
D N
D N D
N
D N
D N
D N
D N
UP
UP
D N
ATFP BOLLARDS, TYP.11
GENERATOR PAD (BY SUS)10
TRANFORMER PAD (BY SUS)9
(22) BIKE RACK 8
TRASH COLLECTION POINT (DUMPSTERS N.I.C.)7
WHEELCHAIR RAMP6
CONCRETE-LINED SWALE/DITCH5
CONCRETE SIDEWALK4
HEAVY DUTY CONCRETE PVMT SECTION3
STANDARD DUTY ASPHALT PVMT SECTION2
HEAVY-DUTY ASPHALT PVMT SECTION1
XKEYED NOTES
SEE SHEET CS507 FOR GENERATOR PROTECTION BOLLARD DETAILS7.
CONTRACT.
PN 76376 IS CONSIDERED EXISTING CONDITIONS FOR PURPOSES OF THIS
CULTURAL CENTER (PN 76376) ARE COMPLETE. ALL WORK ASSOCIATED WITH
THIS PLAN ASSUMES THAT THE PEDESTRIAN BRIDGE AND LANGUAGE AND 6.
IS CONSIDERED EXISTING CONDITIONS FOR PURPOSES OF THIS CONTRACT.
AS PART OF PN 79437, IS COMPLETE. ALL WORK ASSOCIATED WITH PN 79437
THIS PLAN ASSUMES WORK ASSOCIATED WITH MOSBY ST AND ARDENNES RD, 5.
LOCATIONS, AND TRANSITION POINTS.
SEE GRADING AND DRAINAGE PLAN FOR CURB AND GUTTER TYPES, 4.
UNLESS SHOWN OTHERWISE, ALL SIDEWALKS SHALL BE 6 FT FROM BOC.3.
UNLESS NOTED OTHERWISE, ALL SIDEWALKS SHALL BE 6 FT WIDE. 2.
RADII SHALL BE 5 FT.
ALL RADIAL DIMENSIONS ARE TO BOC. IF NO DIMENSION IS LISTED, BOC MIN.1.
LAYOUT NOTES:
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
W P
M -1
-R -0
X X
X X
X X -X
X -X -X
X X
X
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
-1 c s a s p .d g n
D E
S C
R
IP
T
IO
N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
FOR OFFICIAL USE ONLY (FOUO)
F O
R O
F F
IC
IA
L U
S E O
N L
Y F
O U
O
FOR OFFICIAL USE ONLY (FOUO)
W
IL
M
IN
G T
O N D
IS
T R
IC
T
D
A R
L
IN
G T
O N A
V E
N U
E
W
IL
M
IN
G T
O N
N C
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S A
V A
N N
A H D
IS
T R
IC
T
W
O G
L E
T H
O R
P E A
V E
N U
E
S A
V A
N N
A H
G A
A D
V A
N C
E D S
K
IL
L S T
R A
IN
IN
G F
A C
IL
IT
Y
J S
T E
IN
P N
F O
R T B
R A
G G
N O
R T
H C
A R
O L
IN
A
V O
L U
M E
ISSUED FOR CONSTRUCTION
M A
R C
H
K6ENELAS
24-APR-2018 11:11
IP_PWP:dms18905\brqcs104asp.dgn
STR32STR33
STR34
STR43
STR44ME
ME
A
A
A
B
C
F
H(3) H(2) H(5)
BW: 301.34
TW: 302.80
BW: 300.07
TW: 301.30
BW: 300.95
TW: 302.80
BW: 300.34
TW: 301.50
BW: 298.61
TW: 301.50
BW: 298.33
TW: 301.50
ME
OUTLET STRUCTURE = STR 41
TW = 4.5 ft
BW = 2 ft
SHAPE = TRAPEZOIDAL
LENGTH = 200 ft
SLOPE = 3.67%
V = 6.93 fps
Q = 4.25 cfs
J1
OUTLET STRUCTURE = STR 42
TW = 4.5 ft
BW = 2 ft
SHAPE = TRAPEZOIDAL
LENGTH = 150 ft
SLOPE = 5.07%
V = 5.12 fps
Q = 1.21 cfs
J2
KEY PLAN
CG101
M A
T C
H S
H E
E T I
D C
G
MATCH SHEET ID CG103
60'0 30'
N
G R
A D
IN
G A
N D D
R A
IN
A G
E P
L A
N A
B A
S E B
ID
M
K O
L A
S
IN
S K I
N
M C
K E
N Z
IE
WITH MANUFCTURER'S SPECIFICATIONS AND RECOMMENDATIONS.
CONTRACTOR SHALL INSTALL SEGMENTAL WALL IN ACCORDANCE7.
INFILTRATION SYSTEM.
PERMITTED UNDERGROUND DETENTION BASIN AND
STORMWATER WILL BE ROUTED TO THE PREVIOUSLY 6.
SEE SHEET CG503 FOR STORM DRAIN SCHEDULE.5.
SEE SHEETS CG501-CG502 FOR STORM DRAINAGE DETAILS.4.
SEE SHEETS CG202-CG203 FOR STORM DRAIN PROFILES.3.
SEE SHEET CG201 FOR ROAD PROFILES.2.
SEE SHEET GI005 FOR LEGENDS.1.
GRADING AND DRAINAGE NOTES:
R
E V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M E
N D
M E
N T
A
P R
IL
0+00
1+00
2+00
3+00
4+00
CONC S/W
CONC S/W
CONC S/W
PARKING LOTASPHALT
ARDENNES ST.
FFE=305.
7BLDG # D
-28151-STORY BRICK
FFE=307.
1BLDG # D
-3116BRICK CHURCH
CONC S/W
C O
W
C O
W
CONC S/W RAMP
R A
M P
R D
E R
R D
E R
LS
BORDER
CONC. PAD
W A
L L
W A
L L
RAMP
STONE
MEMORIAL
STONE
MEMORIAL
STONE
MEMORIAL
STONE
MEMORIAL
STONE
MEMORIALSTONE
MEMORIAL
S
S
S
BOLLARD
BOLLARD
SIGN
SIGN
S
S
SIGN
12" RCP OUT=292.
12" RCP IN=292.
27TOP=297.
62CURB INLET W/ MH
SS
C O
W
SI
GN
PAD
CONC
" R
C P
CONC S/W
CABINET
SIGNAL
TRAFFIC
CONC DITCH
FO BOX
FOM
BOX
SIGNAL
TRAFFIC
12" RCP12
R C
P INV.=290.79
12" RCP OUT=289.
5912" RCP IN=289.
88TOP=291.
DI
BOX
SIGNAL
TRAFFIC
BOX
SIGNAL
TRAFFIC
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
FO BOX
P A
V E
M E
T
COCO
S
POLE
TRAF. SIG
POLETRAF. SIG
INV.=287.78
CONC HW
BOLLARDS
S
Z A
B
IT
O S
K Y R
D
ARDENNES ST.
INLET PIPE.
NEW INLET. CONNECT EX. 24" RCP STR 44:
MAINTAINED.
PIPE. EX. 12" RCP INLET PIPE TO BE
REBUILD INLET AND NEW OUTLETSTR 35:
PVC, AND 30" CMP TO BE MAINTAINED.
AND OUTLET PIPES. EX. 8" RCP, 8"
REBUILD MANHOLE AND NEW INLET STR 34:
AND OUTLET PIPES.
REBUILT MANHOLE AND NEW INLETSTR 33:
AND OUTLET PIPES.
REBUILD MANHOLE AND NEW INLETSTR 32:
PIPE TO REMAIN.
15" INLET PIPE, AND EX. 48" OUTLET
ACCOMODATE ALL NEW PIPES, EX.
REBUILD INLET. STRUCTURE MUST STR 29:
INLET PIPE.
REBUILD INLET. MAINTAIN 12" RCP STR 26:
AND 36" OUTLET PIPE.
MAINTAIN EXISTING STRUCTURESTR 1:
STORM STRUCTURE CONSTRUCTION NOTES:
SEE PROFILES FOR ELEVS
STORM STRUCTURE IDSTRXX
MATCH EXISTING ELEVATIONSME
DEPRESSED CURBK
CONCRETE DITCH (ID)J
CONCRETE STEPS (# OF STEPS)H
CONCRETE FLUMEG
VALLEY GUTTERF
8" HEADER (RIBBON) CURBE
5' CURB TRANSITIOND
24" PITCHED CURB & GUTTERC
24" NORMAL CURB & GUTTER B
30" NORMAL CURB & GUTTERA
KEYED NOTES: X
DITCH CALCULATIONS:
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
W P
M -1
-R -0
X X
X X
X X -X
X -X -X
X X
X
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
-1 c g g p .d g n
D E
S C
R
IP
T
IO
N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
FOR OFFICIAL USE ONLY (FOUO)
F O
R O
F F
IC
IA
L U
S E O
N L
Y F
O U
O
FOR OFFICIAL USE ONLY (FOUO)
W
IL
M
IN
G T
O N D
IS
T R
IC
T
D
A R
L
IN
G T
O N A
V E
N U
E
W
IL
M
IN
G T
O N
N C
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S A
V A
N N
A H D
IS
T R
IC
T
W
O G
L E
T H
O R
P E A
V E
N U
E
S A
V A
N N
A H
G A
A D
V A
N C
E D S
K
IL
L S T
R A
IN
IN
G F
A C
IL
IT
Y
J S
T E
IN
P N
F O
R T B
R A
G G
N O
R T
H C
A R
O L
IN
A
V O
L U
M E
ISSUED FOR CONSTRUCTION
M A
R C
H
K6ENELAS
26-APR-2018 10:08
IP_PWP:dms18905\brqcg101gp.dgn
STR32STR33
STR34
STR35
STR39
STR40
STR41
STR43
STR44ME
ME
ME
ME
ME
ME
ME
A
A
A
A
A
A
AA
A
B
C
F
H(3) H(2) H(5)
BW: 301.34
TW: 302.80
BW: 300.07
TW: 301.30
BW: 300.95
TW: 302.80
BW: 300.34
TW: 301.50
BW: 298.61
TW: 301.50
BW: 298.33
TW: 301.50
TO REMAIN
TO EX. GUTTER
MATCH NEW EP
J1
2:1 SLOPE
ME
OUTLET STRUCTURE = STR 41
TW = 4.5 ft
BW = 2 ft
SHAPE = TRAPEZOIDAL
LENGTH = 200 ft
SLOPE = 3.67%
V = 6.93 fps
Q = 4.25 cfs
J1
OUTLET STRUCTURE = STR 42
TW = 4.5 ft
BW = 2 ft
SHAPE = TRAPEZOIDAL
LENGTH = 150 ft
SLOPE = 5.07%
V = 5.12 fps
Q = 1.21 cfs
J2
KEY PLAN
CG101A
M A
T C
H S
H E
E T I
D C
G
MATCH SHEET ID CG103
60'0 30'
N
B A
S E B
ID
B
ID
O
P T
IO
N
G R
A D
IN
G A
N D D
R A
IN
A G
E P
L A
N A
M
K O
L A
S
IN
S K I
N
M C
K E
N Z
IE
WITH MANUFCTURER'S SPECIFICATIONS AND RECOMMENDATIONS.
CONTRACTOR SHALL INSTALL SEGMENTAL WALL IN ACCORDANCE7.
INFILTRATION SYSTEM.
PERMITTED UNDERGROUND DETENTION BASIN AND
STORMWATER WILL BE ROUTED TO THE PREVIOUSLY 6.
SEE SHEET CG503 FOR STORM DRAIN SCHEDULE.5.
SEE SHEETS CG501-CG502 FOR STORM DRAINAGE DETAILS.4.
SEE SHEETS CG202-CG203 FOR STORM DRAIN PROFILES.3.
SEE SHEET CG201 FOR ROAD PROFILES.2.
SEE SHEET GI005 FOR LEGENDS.1.
GRADING AND DRAINAGE NOTES:
R
E V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M E
N D
M E
N T
A
P R
IL
0+00
1+00
2+00
3+00
4+00
E D
G E O
F N
E W T
U R
N L
A N
E T
O M
A T
C H E
P
CONC S/W
CONC S/W
CONC S/W
PARKING LOTASPHALT
FFE=305.
7BLDG # D
-28151-STORY BRICK
FFE=307.
1BLDG # D
-3116BRICK CHURCH
CONC S/W
C O
W
C O
W
CONC S/W RAMP
R A
M P
R D
E R
R D
E R
LS
BORDER
CONC. PAD
W A
L L
W A
L L
RAMP
STONE
MEMORIAL
STONE
MEMORIAL
STONE
MEMORIAL
STONE
MEMORIAL
STONE
MEMORIALSTONE
MEMORIAL
S
S
S
BOLLARD
BOLLARD
SIGN
SIGN
S
SIGN
SS
C O
W
SI
GN
PAD
CONC
CONC S/W
FOM
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SIGN
SIGN
SIGN
SIGN
FO BOX
S
BOLLARDS Z
A
B
IT
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ARDENNES ST.
INLET PIPE.
NEW INLET. CONNECT EX. 24" RCP STR 44:
MAINTAINED.
PIPE. EX. 12" RCP INLET PIPE TO BE
REBUILD INLET AND NEW OUTLETSTR 35:
PVC, AND 30" CMP TO BE MAINTAINED.
AND OUTLET PIPES. EX. 8" RCP, 8"
REBUILD MANHOLE AND NEW INLET STR 34:
AND OUTLET PIPES.
REBUILT MANHOLE AND NEW INLETSTR 33:
AND OUTLET PIPES.
REBUILD MANHOLE AND NEW INLETSTR 32:
PIPE TO REMAIN.
15" INLET PIPE, AND EX. 48" OUTLET
ACCOMODATE ALL NEW PIPES, EX.
REBUILD INLET. STRUCTURE MUST STR 29:
INLET PIPE.
REBUILD INLET. MAINTAIN 12" RCP STR 26:
AND 36" OUTLET PIPE.
MAINTAIN EXISTING STRUCTURESTR 1:
STORM STRUCTURE CONSTRUCTION NOTES:
SEE PROFILES FOR ELEVS
STORM STRUCTURE IDSTRXX
MATCH EXISTING ELEVATIONSME
DEPRESSED CURBK
CONCRETE DITCH (ID)J
CONCRETE STEPS (# OF STEPS)H
CONCRETE FLUMEG
VALLEY GUTTERF
8" HEADER (RIBBON) CURBE
5' CURB TRANSITIOND
24" PITCHED CURB & GUTTERC
24" NORMAL CURB & GUTTER B
30" NORMAL CURB & GUTTERA
KEYED NOTES: X
DITCH CALCULATIONS:
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X X
X X -X
X -X -X
X X
X
SHEET ID
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B
C
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E
F
G
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IT
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O
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D B
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A
M A
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S
IZ
E
S U
B M
IT
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D B
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FOR OFFICIAL USE ONLY (FOUO)
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W
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S A
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IS
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ISSUED FOR CONSTRUCTION
M A
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K6ENELAS
26-APR-2018 10:11
IP_PWP:dms18905\brqcg101agp.dgn
| GI100 LOCATION PLAN |
| CS101 SITE LAYOUT PLAN 'A' - BASE BID |
| CS104 SITE LAYOUT PLAN 'D' - BASE BID |
| CS104A SITE LAYOUT PLAN 'D' - BASE BID + BID OPTION |
| CG101 GRADING AND DRAINAGE PLAN 'A' - BASE BID |
| CG101A GRADING AND DRAINAGE PLAN 'A' - BASE BID + BID OPTION |
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