25-0077 MARSOC Ceremonial Bell Tower - SOW.pdf
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- MARSOC Ceremonial Bell Tower
- Solicitation number
- N40085-25-R-9022
About this file
These documents are design drawings for a Ceremonial Bell Tower project at Marine Corps Base Camp Lejeune in North Carolina. The project, commissioned by Naval Facilities Engineering Systems Command (NAVFAC) Mid-Atlantic, involves constructing a bell tower and three parking monuments with architectural, structural, and electrical specifications. The bell tower will feature face brick walls, a standing seam metal roof, a bronze bell, and 4" galvanized steel tube posts, with a total height of approximately 7'-9". The parking monuments will have similar architectural elements, including precast concrete caps and face brick. The electrical design includes recessed LED downlighting with a photocell-controlled exterior lighting circuit. The project is dated for completion in August 2025, with design drawings prepared by MBF Architects and multiple engineering consultants, including structural engineering by NRW Structural Engineers and electrical design by PACE Collaborative.
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SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
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1754108
C E
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M O
N
IA
L B
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L T
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12932701
REL REL DJE,III
J. EMORY / J. BACE
07 AUG 2025
MCB CAMP LEJEUNE
NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND
MID-ATLANTIC
DESIGN AND CONSTRUCTION
FACILITIES ENGINEERING AND ACQUISITION DIVISION
NORFOLK, VIRGINIA
PROJECT NO. 25-0077
CEREMONIAL BELL TOWER
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
R
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
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1 2 3 4 5
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12932702
REL REL DJE,III
J. EMORY / J. BACE
07 AUG 2025
ARCHITECTURE
MBF ARCHITECTS, P.A.
317-C POLLOCK STREET
NEW BERN, NC 28560
CIVIL
AVOLIS ENGINEERING, P.A.
5405 MORTON ROAD
NEW BERN, NC 28562
LANDSCAPE ARCHITECTURE
MIHALY LAND DESIGN
330 MILITARY CUTOFF ROAD, SUITE A-3
WILMINGTON, NC 28405
GEOTECHNICAL
CAPE FEAR ENGINEERING, INC.
51 POOLE ROAD
LELAND, NC 28451
LIFE SAFETY
PACE COLLABORATIVE
1277 PERIMETER PARKWAY
VIRGINIA BEACH, VA 23455
STRUCTURAL
NRW STRUCTURAL ENGINEERS
748 LORD DUNMORE DRIVE, SUITE 101
VIRGINIA BEACH, VA 23464
COMPREHENSIVE INTERIOR DESIGN
WITHIN INTERIOR DESIGN, INC.
1008 GRANBY STREET
NORFOLK, VA 23510
FIRE PROTECTION
PACE COLLABORATIVE
1277 PERIMETER PARKWAY
VIRGINIA BEACH, VA 23455
PLUMBING / MECHANICAL / ELECTRICAL
PACE COLLABORATIVE
1277 PERIMETER PARKWAY
VIRGINIA BEACH, VA 23455
REGIONAL MAP
VICINITY MAP
SITE MAP
PROJECT LOCATION
N
N
N
TELECOMMUNICATIONS
PACE COLLABORATIVE
1277 PERIMETER PARKWAY
VIRGINIA BEACH, VA 23455
LIGHTNING PROTECTION
PACE COLLABORATIVE
1277 PERIMETER PARKWAY
VIRGINIA BEACH, VA 23455
AUDIOVISUAL
PACE COLLABORATIVE
1277 PERIMETER PARKWAY
VIRGINIA BEACH, VA 23455
DESIGN TEAM
GENERAL PROJECT NOTES GOVERNING REGULATIONS
1. WHERE EXISTING CONSTRUCTION IS DAMAGED BY CONSTRUCTION REQUIRED BY THESE
DOCUMENTS. REPAIR THE DAMAGED ITEM(S) WITH MATERIALS TO MATCH THE ADJACENT
MATERIAL, TEXTURE AND COLOR.
2. FIELD VERIFY EXISTING DIMENSIONS, PRIOR TO ORDERING MATERIALS OR BEGINNING
DEMOLITION.
3. ALL ITEMS NOT SHOWING AS "EXISTING" MUST BE PROVIDED AND INSTALLED UNDER THE
REQUIREMENTS OF THIS CONTRACT.
4. COORDINATE LAY DOWN AREA WITH THE CONTRACTING OFFICER PRIOR TO THE
PRECONSTRUCTION MEETING. THE ALLOWABLE AREA SIZE MUST BE ESTABLISHED BY THE
CONTRACTING OFFICER.
5. MANUFACTURER'S TRADE NAMES LISTED ARE NOT INTENDED TO BE PROPRIETARY.
PRODUCTS OF OTHER MANUFACTURERS WILL BE ACCEPTABLE PROVIDED THEY MATCH THE
COLOR, FINISHES, TEXTURES AND PATTERNS OF THE MANUFACTURER LISTED, AND MEET THE
TECHNICAL REQUIREMENTS OF THE SPECIFICATIONS.
6. OBSERVE AND MAINTAIN BUILDING AND COMPOUND SECURITY REQUIREMENTS AS DIRECTED
BY THE CONTRACTING OFFICER.
7. CONSTRUCTION WILL BE ACCOMPLISHED IN AND AROUND AREAS WHICH WILL REMAIN
OPERATIONAL. AVOID INTERFERENCE WITH THE OPERATIONAL WORK ROUTINE.
8. ALL SUBMITTALS REQUIRED BY THESE DRAWINGS OR SPECIFICATIONS MUST BE SUBMITTED
TO THE CONTRACTING OFFICER FOR APPROVAL TO COMMENCEMENT OF RELATED WORK.
COMMISSIONING
PACE COLLABORATIVE
1277 PERIMETER PARKWAY
VIRGINIA BEACH, VA 23455
CYBERSECURITY
RAVEN WHITE SECURITY, LLC
432 WALNUT AVENUE
CHARLOTTE, NC 28208
SUSTAINABILITY COORDINATOR
MBF ARCHITECTS, P.A.
317-C POLLOCK STREET
NEW BERN, NC 28560
BUILDING CODE:
UNIFIED FACILITIES CRITERIA (UFC) 1-200-01 (01 SEP 2022, W/ CHANGE 3, 26 FEB 2024) UNIFIED FACILITIES CRITERIA (UFC) 1-200-02 (01 DEC. 2020, W/CHANGE 02, 01 JUN 2022) UNIFIED FACILITIES CRITERIA (UFC) 3-110-03 (01 MAY 2012, W/CHANGE 5, 12 JUN 2020)
ACCESSIBILITY CODE:
UNIFORM ACCESSIBILITY STANDARDS (UFAS)
AMERICANS WITH DISABILITIES ACT (ADA)
ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADAAG)
MECHANICAL CODE:
INTERNATIONAL MECHANICAL CODE (IMC) 2021
ELECTRICAL CODE:
NFPA 70, NATIONAL ELECTRIC CODE (2023)
PLUMBING CODE:
INTERNATIONAL PLUMBING CODE (IPC) 2021
FIRE PREVENTION & LIFE SAFETY CODE:
UNIFIED FACILITIES CRITERIA (UFC) 3-600-01 (15 DEC. 2016, W/CHANGE 6, 06 MAY 2021)
NFPA 101, LIFE SAFETY CODE (2024)
INDEX OF DRAWINGS
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CIVIL ABBREVIATIONS GENERAL CONSTRUCTION NOTES UTILITY NOTESCIVIL LEGEND
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COMPONENTS AND CLADDING ULTIMATE WIND PRESSURES
INTERPOLATE BETWEEN AREAS INDICATED.
CORNER ZONES EQUAL A = 3 FEET.
REFER TO SKETCH BELOW FOR ZONE DEFINITIONS.
AREA
(SF)
A<10
A≥100
ROOF ZONES WALL ZONES
COMPONENTS AND CLADDING WIND PRESSURES
+33.7 -60.5
+18.4 -37.5
+33.7 -83.5
+18.4 -54.1
+45.2 -49.0
+38.4 -42.3
+45.2 -60.5
+38.4 -47.0
3 32e
3 32e
2e 2e
ZONES
1 1
2e & 2r
+33.7
+18.4
2e & 2r
-118.7
-71.6
-72.8 -95.8
-68.9 -81.0
OVERHANG ZONES
2r
2r2r
2r
A A
A
A
-83.5
-54.1
ARCH ARCHITECT, ARCHITECTURAL
CMU CONCRETE MASONRY UNIT
DWG DRAWING
DWGS DRAWINGS
PSI POUNDS PER SQUARE INCH
PSF POUNDS PER SQUARE FOOT
REINF REINFORCE,REINFORCING
STD STANDARD
TYP TYPICAL
VERT VERTICAL
WWF WELDED WIRE FABRIC
OC ON CENTER
STRUCTURAL
ABBREVIATIONS LIST
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
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1 2 3 4 5
1 2 3 4 5
A
B
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D E
P A
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DRAWFORM REVISION: 25 AUGUST 2020
D E S
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N A
V A
L F
A C
IL
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E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
A T
L A
N T
IC
AS INDICATED
BELL
TOWER
BT
07 AUG 2025
C L o c a l R e v it F ile s \2
B T
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C T js s
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E .r v t
/7
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:1 :2
A
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S-001
1754108
C E
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N
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L B
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L T
O W
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12932707
LWM JSS PDM
GENERAL NOTES:
GENERAL NOTES:
1. ALL WORK MUST COMPLY WITH THE CODES LISTED BELOW AND IN THE SPECIFICATIONS
2. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF THE
INTERNATIONAL BUILDING CODE, 2021 EDITION, AS MODIFIED BY UFC 1-200-01, DATED 01
SEPTEMBER 2022, CHANGE 3 26 FEBRUARY 2023 AND IN ACCORDANCE WITH UFC 3-301-01
“STRUCTURAL ENGINEERING”, DATED 11 APRIL 2023, CHANGE 1, 2 OCTOBER 2023.
3. VERIFY ALL DRAWINGS FOR COORDINATION BETWEEN TRADES, LOCATE SLOTS, SLEEVES AND TRENCHES AS REQUIRED. PROVIDE AND INSTALL ANCHORS, INSERTS, HANGERS, ETC. AS REQUIRED
FOR VARIOUS TRADES.
4. SPECIAL INSPECTIONS ARE IN ACCORDANCE WITH SPECIFICATION SECTION 01 45 35.
5. SUBMIT SHOP DRAWINGS FOR REVIEW BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR
MUST CHECK ALL DIMENSIONS AND ACCEPT FULL RESPONSIBILITY FOR DIMENSIONAL
CORRECTNESS.
6. UNDER NO CIRCUMSTANCES CAN THE REPRODUCTION OF CONTRACT DRAWINGS BE USED AS SHOP
DRAWINGS.
7. PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEEN COMPLETED.
8. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITION OF JOB SITE INCLUDING SAFETY OF ALL
PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK.
9. THE DUTY OF THE CONTRACTING OFFICER IN CONDUCTING CONSTRUCTION REVIEW OF
CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF ADEQUACY OF
CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE.
10. TYPICAL DETAILS AND GENERAL NOTES APPLY TO ALL PARTS OF THE JOB EXCEPT WHERE
SPECIFICALLY DETAILED OR NOTED OTHERWISE.
11. STRUCTURAL DRAWINGS SHOW ONLY THE BASIC STRUCTURAL FRAMING. REFER TO
ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR NON-STRUCTURAL
ITEMS WHICH REQUIRE SPECIAL PROVISIONS DURING THE CONSTRUCTION OF THE BELL TOWER.
12. INFORM THE CONTRACTING OFFICER IN WRITING OF ANY DEVIATION FROM THE CONTRACT
DOCUMENTS. THE CONTRACTOR IS NOT RELIEVED OF THE RESPONSIBILITY OF SUCH DEVIATION BY
THE CONTRACTING OFFICER REVIEW OF SHOP DRAWINGS, PRODUCT DATA, ETC. UNLESS THE
CONTRACTOR HAS SPECIFICALLY INFORMED THE CONTRACTING OFFICER OF SUCH DEVIATION AT THE TIME OF SUBMISSION, AND THE CONTRACTING OFFICER HAS GIVEN WRITTEN APPROVAL TO
THE SPECIFIC DEVIATION.
CAST IN PLACE CONCRETE NOTES:
1. CAST IN PLACE CONCRETE MUST COMPLY WITH THE AMERICAN CONCRETE INSTITUTE
(ACI- 318-19), COMMENTARY, (ACI-318R-19), AND THE SPECIFICATIONS FOR STRUCTURAL
CONCRETE (ACI 301).
2. DETAILING OF ALL CONCRETE STEEL REINFORCEMENT MUST BE IN ACCORDANCE WITH
ACI 315R-18 GUIDE TO PRESENTING REINFORCING STEEL DESIGN DETAILS.
3. ALL CONCRETE MUST BE NORMAL WEIGHT, UNLESS OTHERWISE NOTED, CONCRETE
HAVING A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS:
A. FOUNDATIONS 4,000 PSI
B. EXTERIOR SLAB ON GRADE 4,500 PSI
C. CONCRETE NOT OTHERWISE NOTED 3,000 PSI
D. CONCRETE EXPOSED TO WEATHER MUST BE AIR ENTRAINED.
4. ALL REINFORCING MUST BE AS FOLLOWS:
A. REINFORCING BARS - ASTM A-615, GRADE 60
B. WELDED WIRE REINFORCEMENT - ASTM A-1064 FLAT SHEET TYPE, ROLL TYPE NOT
ACCEPTABLE.
C. WELDABLE REINFORCEMENT ASTM A706
5. WELDED WIRE REINFORCEMENT MUST BE PROPERLY SUPPORTED PRIOR TO PLACING
CONCRETE. HOOKING OF FABRIC IS NOT PERMITTED.
6. UNLESS OTHERWISE NOTED, REINFORCING STEEL MARKED CONTINUOUS (CONT.) MUST
BE LAPPED PER THE REINFORCING LAP SCHEDULE.
7. HOLD ALL REINFORCING STEEL SECURELY IN PLACE TO PREVENT DISLOCATION DURING
THE POURING OPERATION. SUPPORT SLAB REINFORCING BARS ON HIGH CHAIRS AND BAR
SPACERS OF SUITABLE DESIGN, OR CONCRETE BLOCKS HAVING THE SAME MINIMUM
COMPRESSIVE STRENGTH OF THE CONCRETE SLAB.
8. DO NOT PLACE CONCRETE UNTIL ALL EMBEDDED WORK HAS BEEN INSTALLED, TESTED
AND INSPECTED.
9. EXCEPT AS OTHERWISE SHOWN MINIMUM PROTECTION (CONCRETE COVER) FOR
REINFORCING STEEL MUST BE AS FOLLOWS:
CONCRETE SURFACES CAST AGAINST SOIL: 3"
CONCRETE SURFACES EXPOSED TO EARTH OR WEATHER: 2”
INTERIOR CONCRETE SURFACES: 1-1/2” FOR SLABS
FOUNDATION NOTES:
1. FOUNDATIONS FOR THIS STRUCTURE HAVE BEEN DESIGNED IN ACCORDANCE WITH THE
RECOMMENDATIONS IN THE GEOTECHNICAL ENGINEERING REPORT, PREPARED BY CAPE FEAR
ENGINEERING AND DATED FEBRUARY 17, 2025.
2. PERFORM ALL EARTHWORK IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE
GEOTECHNICAL ENGINEERING REPORT.
3. THE ENTIRE STRUCTURE MUST BE FOUNDED ON VERY WELL COMPACTED STRUCTURAL FILL OR
UNDISTURBED SOIL WITH A DESIGN ALLOWABLE NET BEARING PRESSURE OF 2000 P.S.F.
4. PRIOR TO PLACING FOUNDATION CONCRETE, ALL FOUNDATION EXCAVATIONS MUST BE
INSPECTED BY THE GEOTECHNICAL ENGINEER TO VERIFY THE EXTENT OF ANY LOOSE, SOFT, OR
UNSATISFACTORY SOIL AND TO VERIFY THE DESIGN BEARING PRESSURE. THE GEOTECHNICAL
ENGINEER WILL PROVIDE DIRECTION FOR CORRECTIVE ACTION WHERE REQUIRED.
5. DO NOT INSTALL FOUNDATION WORK UNTIL IT HAS BEEN COORDINATED WITH ADJACENT
UNDERGROUND UTILITIES. FOOTINGS MUST BE SLEEVED OR LOWERED WHERE REQUIRED. DO
NOT INSTALL UTILITIES UNDER ISOLATED COLUMN FOOTINGS. INSTALL UTILITIES
PERPENDICULAR TO WALL FOOTINGS.
6. DO NOT PUT IN UNBALANCED BACKFILL AGAINST FOUNDATION WALLS UNLESS WALLS ARE
SECURELY BRACED AGAINST OVERTURNING.
7. FROST LINE DEPTH IS 18” BELOW GRADE. BOTTOM OF EXTERIOR FOUNDATIONS MUST BEAR A
MINIMUM OF 18” BELOW FINAL GRADE. LOWER FOOTINGS AS REQUIRED TO MAINTAIN
COVERAGE.
CONCRETE MASONRY NOTES (CONTINUED):
1. MASONRY CONSTRUCTION MUST COMPLY WITH THE MASONRY SOCIETY “BUILDING CODE
FOR MASONRY STRUCTURES” (TMS 402-2016) AND “SPECIFICATION FOR MASONRY
STRUCTURES” (TMS 402/602-2016).
2. CONCRETE MASONRY UNITS MUST CONFORM TO ASTM C90 AND BE MADE WITH LIGHTWEIGHT
AGGREGATE. THE COMPRESSIVE STRENGTH OF MASONRY, F’m, EXPRESSED AS FORCE PER
UNIT OF NET CROSS-SECTIONAL AREA, MUST BE 2,000 PSI AT 28 DAYS.
3. MORTAR MUST CONFORM TO ASTM C270, TYPE S. AGGREGATE FOR MORTAR MUST COMPLY
WITH ASTM C144.
4. GROUT MUST CONFORM TO ASTM C476 AND MUST HAVE A MINIMUM 28 DAY COMPRESSIVE
STRENGTH OF 2,500 PSI. SLUMP AT POINT OF PLACEMENT MUST BE BETWEEN 8 AND 11
INCHES.
5. ALL REINFORCING BARS MUST CONFORM TO ASTM A615, GRADE 60. SHOP FABRICATED BARS SHOWN TO BE BENT OR HOOKED. BARS MUST BE LAPPED AS FOLLOWS: #4-20", #5-30", #6-54", #7-63", #8-72", #9-81".
6. REBAR DOWELS MUST BE THE SAME SIZE AND SPACING AS VERTICAL REINFORCING FROM
FOUNDATION. DOWELS MUST HAVE STANDARD ACI HOOKS.
7. PROVIDE BAR POSITIONERS FOR VERTICAL REINFORCING AT A MAXIMUM SPACING OF 200
BAR DIAMETERS, AT GROUT LIFT HEIGHTS, OR BAR SPLICE LOCATIONS, WHICHEVER IS LESS.
8. GROUTING MUST BE STOPPED 1-1/2" BELOW THE TOP OF A COURSE SO AS TO FORM A KEY AT
THE POUR JOINT.
9. ALL BOLTS, ANCHORS, ETC. PLACED IN THE WALL, MUST BE GROUTED SOLID INTO POSITION.
10. GROUT ALL CELLS SOLID BELOW FINISHED GRADE.
11. HORIZONTAL JOINT REINFORCING MUST BE STANDARD 9 GAGE LADDER TYPE IN CMU WALLS
AT 16” ON-CENTER. JOINT REINFORCING MUST COMPLY WITH ASTM A951.
DESIGN CRITERIA:
1. LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE AS FOLLOWS:
2. UNIFORM LIVE LOADS:
SLAB ON GRADE 100 PSF
ROOF 20 PSF
3. ROOF SNOW LOADS:
GROUND SNOW LOAD Pg = 10 PSF SNOW EXPOSURE FACTOR Ce = 1.0
SNOW LOAD IMPORTANCE FACTOR I =1.0
THERMAL FACTOR Ct=1.0 FLAT ROOF SNOW LOAD: Pf = 7 PSF
RAIN ON SNOW SURCHARGE LOAD= 5 PSF
UNIFORM ROOF DESIGN SNOW LOAD: 7 PSF
4. WIND LOADS:
RISK CATEGORY = II
ULTIMATE WIND SPEED = 144 MPH
NOMINAL WIND SPEED (ASD) = 111.5 MPH
EXPOSURE CATEGORY (MAIN WINDFORCE-RESISTING SYSTEM): C
EXPOSURE CATEGORY (COMPONENTS AND CLADDING): C
INTERNAL PRESSURE COEFFICIENT: +/- 0.18 (ENCLOSED)
COMPONENTS AND CLADDING: WIND PRESSURE TO BE USED FOR DESIGN OF EXTERIOR
COMPONENTS AND CLADDING MATERIALS NOT SPECIFICALLY DESIGNED ON THESE
DRAWINGS MUST BE PER TABLE ON THIS SHEET.
5. SEISMIC LOADS:
RISK CATEGORY II
IMPORTANCE FACTOR I = 1.0
Ss = .115g S1 = .055g
SOIL SITE CLASS D
Sds = 0.123 Sd1 = 0.088
SEISMIC DESIGN CATEGORY B
BASIC SEISMIC FORCE RESISTING SYSTEM: ORDINARY REINFORCED MASONRY SHEAR WALLS
RESPONSE MODIFICATION FACTOR, R=2
SEISMIC RESPONSE COEFFICIENT, Cs = 0.061
DESIGN BASE SHEAR: 0.061W
ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
C2
S-101
8" 4' - 0"
4' - 8"
(TYP)
1' - 0"
CONCRETE
FOOTING, REFER
TO SECTION
C2/S-101 FOR SIZE
AND REINFORCING
BRICK VENEER,
REFER TO ARCH
DWGS
8" CMU
#4 AT 32" OC VERTICAL
REINFORCING (TYP)
#4 CORNER VERTICAL
REINFORCING (TYP)
4' - 8"
3" CLR
C L R
8" CMU BOND BEAM
REINF WITH (2) #5 CONT
8" 8"
BRICK VENEER,
REFER TO ARCH
DWGS
PAVING, REFER
TO CIVIL DWGS
4" CMU
4" CONCRETE SLAB-ON-
GRADE REINF WITH 6x6 - W2.9xW2.9 WWF PLACED
1 1/2" CLEAR FROM TOP
ON STRUCTURAL FILL
DOWELS WITH STD
90° HOOK TO
MATCH VERT REINF
SIZE AND SPACING
1/2" PREMOLDED
JOINT FILLER
MATERIAL (TYP)
(5) #5 EACH WAY
TOP AND BOTTOM
BELL BY OTHERS
BELL TOWER CAP,
REFER TO ARCH DWGS
8" CMU, REFER
TO FOUNDATION
PLAN FOR REINF
FOR BELL HOUSING,
REFER TO ARCH DWGS
1/4
A2
S-101
8" 1' - 8" 8"
4" 1' - 0" 4"
#3 TIES AT 10" OC
(4) #5 DOWELS
(TYP)
BRICK VENEER,
REFER TO
ARCH DWGS
CONCRETE FOOTING,
REFER TO SECTION
A2/S-101 FOR SIZE
AND REINFORCING
3' - 0"
/4
BRICK VENEER,
REFER TO ARCH
DWGS
(4) #5 EACH WAY
TOP AND BOTTOM
(4) #5 DOWELS
#3 TIES AT 10" OC
MONUMENT CAP,
REFER TO ARCH
DWGS
3" CLR (TYP)
C L R
2" CLR
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
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S E
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IN
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IN
G
S Y
S T
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S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
D E S
IG
N A
N D
C O
N S T R U
C T
IO
N
D C
C O
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N A V A L S
T A T
IO
N
N O
R F O
L K V A
M A
R
IN
E C
O R
P S
B A
S E
C A
M P
L E
J E
U N
E
N C n t
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
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L F
A C
IL
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IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
A T
L A
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IC
AS INDICATED
BELL
TOWER
BT
07 AUG 2025
C L o c a l R e v it F ile s \2
B T
S T
R U
C T js s
D
E .r v t
/7
/2
:1 :2
A
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F O
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D A
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S E
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S-101
1754108
C E
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12932708
LWM JSS PDM
SCALE: 3/4" = 1'-0"C1
BELL TOWER FOUNDATION PLAN
SCALE: 3/4" = 1'-0"C2
SECTION
GRAPHIC SCALE: 3/4"=1'-0"
1' 0 1' 2' 3'
SCALE: 3/4" = 1'-0"A1
PARKING MONUMENT FOUNDATION PLAN
SCALE: 3/4" = 1'-0"A2
SECTION
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
N
DRAWING TAG
NORTH ARROW
EXTERIOR ELEVATION TAG
INTERIOR ELEVATION TAG
SECTION TAG
BUILDING SECTION TAG
DETAIL TAG
COLUMN GRID
DEMOLITION KEYNOTE TAG
CONSTRUCTION KEYNOTE TAG
ELEVATION BENCHMARK
WALL TYPE TAG
WINDOW TAG
DOOR TAG
ROOM NAME TAG
ROOF AREA TAG
DIMENSIONS
XX
DETAIL TITLE
SCALE: X" = 1'-0"
A
Room Name
A-101
XX
XX
XXXX
101A
0 '- 0"
ELEV
LOCATION COORDINATE
DETAIL TITLE
SCALE
PROJECT NORTH
TRUE NORTH
LOCATION COORDINATE
SHEET IDENTIFICATIONA-101
SHEET IDENTIFICATION
LOCATION COORDINATE
TYPICAL
LOCATION COORDINATE
SHEET IDENTIFICATIONA-101
A-101
A-101
LOCATION COORDINATE
TYPICAL
SHEET IDENTIFICATION
TYPICAL
LOCATION COORDINATE
SHEET IDENTIFICATION
COLUMN GRID NUMBER IDENTIFICATION
COLUMN GRID LETTER IDENTIFICATION
X
KEYNOTE NUMBER
KEYNOTE NUMBER
ELEVATION DIMENSION
ELEVATION DESCRIPTION
WALL TYPE IDENTIFIER
WINDOW TYPE IDENTIFIER
DOOR NUMBER
ROOM NAME
ROOM NUMBER
DIMENSIONED (WALL, FRAME, ETC.)
FACE OF ELEMENT BEING
DIMENSIONED (WALL, FRAME, ETC.)
CENTERLINE OF ELEMENT BEING
A-101
A ROOF AREA IDENTIFIER
AC AIR CONDITIONING
AB ANCHOR BOLT
ADA AMERICANS WITH DISABILITIES ACT
ABA ARCHITECTURAL BARRIERS ACT
AFF ABOVE FINISH FLOOR
AHJ AUTHORITY HAVING JURISDICTION
AHU AIR HANDLING UNIT
ALUM ALUMINUM
ALT ALTERNATE
ATC ACOUSTICAL TILE CEILING
AUX AUXILIARY
BD BOARD
BLDG BUILDING
BL BUILDING LINE
BRG BEARING
CFM CUBIC FEET PER MINUTE
CI CURB INLET / CAST IRON
CJ CONTROL JOINT
CL CENTER LINE
CLG CEILING
CLR CLEAR
CM CENTIMETER
COL COLUMN
CONC CONCRETE
CPT CARPET
CY CUBIC YARD
DF DRINKING FOUNTAIN
DIA DIAMETER
DIAG DIAGONAL
DL DEAD LOAD
DN DOWN
DS DOWNSPOUT
DWG DRAWING
EA EACH / EXHAUST AIR
EJ EXPANSION JOINT
EJ/CJ EXPANSION JOINT & CONTROL JOINT
ELEV ELEVATION, ELEVATOR
ELEC ELECTRIC(AL)
EQ EQUAL
EQUP EQUIPMENT
EW EACH WAY
EX EXHAUST
EXTG EXISTING
EXT EXTERIOR
FA FIRE ALARM
FACP FIRE ALARM CONTROL PANEL
FAAP FIRE ALARM ANNUNCIATOR PANEL
FCU FAN COIL UNIT
FD FLOOR DRAIN
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FFE FINISHED FLOOR ELEVATION
FG FINISHED GRADE
FIN FINISH
FIXT FIXTURE
FLR FLOOR
FHB FREEZE-PROOF HOSE BIBB
FT FEET
GA GAGE
GALV GALVANIZED
GPM GALLONS PER MINUTE
GWB GYPSUM WALLBOARD
GYP GYPSUM
HB HOSE BIBB
HM HOLLOW METAL
ID INSIDE DIAMETER
IN INCH
INSUL INSULATION
INT INTERIOR
JT JOINT
LAV LAVATORY
LF LINEAR FEET
LL LIVE LOAD
LVT LUXURY VINYL TILE
MAX MAXIMUM
MECH MECHANICAL
MFR MANUFACTURER
MIN MINIMUM
MO MASONRY OPENING
NEC NATIONAL ELECTRICAL CODE
NIC NOT IN CONTRACT
NO NUMBER
NTS NOT TO SCALE
OC ON CENTER
OPG OPENING
PWD PLYWOOD
PR PAIR
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
QT QUARRY TILE
RB RESILIENT BASE
RD ROOF DRAIN
REQ REQUIRED
REV REVERSE READ
READ
RM ROOM
RO ROUGH OPENING
ROW RIGHT OF WAY
SD SMOKE DETECTOR
SECT BUILDING SECTION
SHT SHEET
SIM SIMILAR
SQ SQUARE
SS STAINLESS STEEL
STD STANDARD
T&B TOP AND BOTTOM
T&G TONGUE AND GROOVE
TLT TOILET
TOS TOP OF STEEL
TYP TYPICAL
UH UNIT HEATER
UNO UNLESS NOTED OTHERWISE
VAV VARIABLE AIR VOLUME
VCT VINYL COMPOSITION TILE
W/ WITH
WD WOOD
WH WATER HEATER
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
D E S
IG
N A
N D
C O
N S T R
U C T
IO
N
D C
C O
R E
N A V A L S
T A T
IO
N
N O
R F O
L K V A
M A
R
IN
E C
O R
P S
B A
S E
C A
M P
L E
J E
U N
E
N C n t
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
T
T C
E
TI
HCRAD
R E
G I S
ERE
A N
I
L
ORA
N O
R
T H
C
N
D A
R
N
DE
.J UE
ER
III
C
N
NRB E
E W
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
A T
L A
N T
IC
AS INDICATED
M
A
P.
STCETIHCRA
FB
BERN N.C
.NEW
CERT. NO.
UTCETIHCRA
DERET
SI
G E R
N
OI
TA
RO
PR
OC
LAR
CAROLINANORTH
50679
BELL
TOWER
BT
S p ro je c ts
\2
\2
C
L M
A R
S O
C P
-1
M a n e u v e r
F a c ili ty S u b t o
N R
W \2
D e s ig n \2
D w g s \2
B
T A
R C
H
.r v t
/6
/2
:5
:4
P
M
S Y
M B
O L
L E
G E
N D
A N
D A
B B
R E
V
IA
T
IO
N S
A-001
1754108
C E
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M O
N
IA
L B
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L T
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12932709
REL REL DJE,III
J. EMORY / J. BACE
07 AUG 2025
SYMBOL LEGEND ABBREVIATIONS
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
3' -4
1'
-0
1'-0" 3'-4" 1'-0"
B1
A-301
B1
A-301
A
TYP
CONCRETE APRON
ABOUND BELL
TOWER. LIGHT
BROOM FINISH
A-201
D4
A-201
D2
A-201
D1
A-201
D5
SEE THE SITE PLAN ON
THIS SHEET FOR
EXTENTS OF REMOVAL
AND REPLACEMENT
8" 1'-8" 8"
8" 1'
-8
8"
NOTES:
1. TYPICAL OF THREE (3) PARKING MONUMENTS
2. SEE CIVIL DRAWINGS FOR LOCATIONS AND
ROTATION AS RELATED TO THE CURB
B
TYP
1'-0" CONCRETE APRON
ABOUND PARKING
MONUMENT. LIGHT
BROOM FINISH
A-201
A2
A-201
A4
A-201
A1
A-201
A5
B4
A-301
B4
A-301
RR400
EQ EQ
A-101
A1
EXISTING MEMORIAL
WALL TO REMAIN.
PROTECT
EXISTING FLAGPOLE
TO REMAIN. PROTECT
EXISTING DECORATIVE
CONCRETE TO
REMAIN. PROTECT
EXISTING MEMORIAL
WALL TO REMAIN.
PROTECT
EXISTING FLAGPOLE TO
REMAIN. PROTECT
EXISTING FLAGPOLE TO
REMAIN. PROTECT
EXISTING BOLLARDS TO
REMAIN. PROTECT
EXISTING AT
BARRIER SYSTEM
TO REMAIN.
PROTECT
EXISTING AT
BARRIER SYSTEM
TO REMAIN.
PROTECT
H O
R S
E S
H O
E D
R
IV
E
SAW CUT AT EXISTING CONTROL JOINTS AND
REMOVE SLAB IDENTIFIED PORTION OF THE
EXISTING CONCRETE WALK TO ACCOMMODATE
INSTALLATION OF BELL TOWER FOOTING.
RESTORE CONCRETE WALK AND PROVIDE LIGHT
BROOM FINISH TO MATCH THE EXISTING
ADJACENT SURFACES
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
D E S
IG
N A
N D
C O
N S T R
U C T
IO
N
D C
C O
R E
N A V A L S
T A T
IO
N
N O
R F O
L K V A
M A
R
IN
E C
O R
P S
B A
S E
C A
M P
L E
J E
U N
E
N C n t
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
T
T C
E
TI
HCRAD
R E
G I S
ERE
A N
I
L
ORA
N O
R
T H
C
N
D A
R
N
DE
.J UE
ER
III
C
N
NRB E
E W
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
A T
L A
N T
IC
AS INDICATED
M
A
P.
STCETIHCRA
FB
BERN N.C
.NEW
CERT. NO.
UTCETIHCRA
DERET
SI
G E R
N
OI
TA
RO
PR
OC
LAR
CAROLINANORTH
50679
BELL
TOWER
BT
S p ro je c ts
\2
\2
C
L M
A R
S O
C P
-1
M a n e u v e r
F a c ili ty S u b t o
N R
W \2
D e s ig n \2
D w g s \2
B
T A
R C
H
.r v t
/6
/2
:5
:4
P
M
F L
O O
R P
L A
N S
C
O N
S T
R U
C T
IO
N
A-101
1754108
C E
R E
M O
N
IA
L B
E L
L T
O W
E R
12932710
REL REL DJE,III
J. EMORY / J. BACE
07 AUG 2025
GRAPHIC SCALE: 1/2"=1'-0"
2' 0 1' 2' 4'
SCALE: 1/2" = 1'-0"
A1
BELL TOWER PLAN
SCALE: 1/2" = 1'-0"
A3
TYPICAL PARKING MONUMENT PLAN
SCALE: 1" = 10'-0"
C3
BELL TOWER SITE PLAN
GRAPHIC SCALE: 1"=10'
10' 0 20'10'
N
N
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
4" GALVANIZED STEEL
TUBES WITH SHEET METAL
WRAP. TYPICAL
FACE BRICK
5" POLISHED BLACK GRANITE.
MUST MATCH THE GRANITE
AT THE MEMORIAL WALL
SHEET METAL FASCIA
STANDING SEAM
METAL ROOFING
2"
2 1/2"
5'-10" PERSON
FINISHED GRADE. SEE
CIVIL DRAWINGS
BRONZE BELL. GFCI
1' -1
3' -4
5"
2' -6
±6
±1
'-0
3' -9
7'
-9 " T
O
TA
L H
E
IG
H T
B1
A-301
B1
A-301
4" GALVANIZED STEEL
TUBES WITH SHEET METAL
WRAP. TYPICAL
FACE BRICK
5" POLISHED BLACK GRANITE.
MUST MATCH THE GRANITE
AT THE MEMORIAL WALL
SHEET METAL FASCIA
STANDING SEAM
METAL ROOFING
FINISHED GRADE. SEE
CIVIL DRAWINGS
BRONZE BELL.
GFCI
4" GALVANIZED STEEL
TUBES WITH SHEET METAL
WRAP. TYPICAL
FACE BRICK
5" POLISHED BLACK GRANITE.
MUST MATCH THE GRANITE
AT THE MEMORIAL WALL
SHEET METAL FASCIA
STANDING SEAM
METAL ROOFING
FINISHED GRADE. SEE
CIVIL DRAWINGS
BRONZE BELL.
GFCI
4" GALVANIZED STEEL
TUBES WITH SHEET METAL
WRAP. TYPICAL
FACE BRICK
5" POLISHED BLACK GRANITE.
MUST MATCH THE GRANITE
AT THE MEMORIAL WALL
SHEET METAL FASCIA
STANDING SEAM
METAL ROOFING
FINISHED GRADE. SEE
CIVIL DRAWINGS
BRONZE BELL.
GFCI
SHEET METAL PLACARD. 6"
FONT. CONFIRM COPY FOR
EACH PLACARD WITH
CONSTRUTION MANAGER
(DV1, DV2 & DV3)
FACE BRICK
PRECAST
CONCRETE CAP
FINISHED GRADE. SEE
CIVIL DRAWINGS
DVX
3"
2' -1
1" (1
C
O U
R S
E S
1"
B4
A-301
B4
A-301
NOTES:
1. FRONT ELEVATION FACES VEHICLE APPROACH DIRECTION
FACE BRICK
PRECAST
CONCRETE CAP
FINISHED GRADE. SEE
CIVIL DRAWINGS
FACE BRICK
PRECAST
CONCRETE CAP
FINISHED GRADE. SEE
CIVIL DRAWINGS
FACE BRICK
PRECAST
CONCRETE CAP
FINISHED GRADE. SEE
CIVIL DRAWINGS
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
D E S
IG
N A
N D
C O
N S T R
U C T
IO
N
D C
C O
R E
N A V A L S
T A T
IO
N
N O
R F O
L K V A
M A
R
IN
E C
O R
P S
B A
S E
C A
M P
L E
J E
U N
E
N C n t
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
T
T C
E
TI
HCRAD
R E
G I S
ERE
A N
I
L
ORA
N O
R
T H
C
N
D A
R
N
DE
.J UE
ER
III
C
N
NRB E
E W
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
A T
L A
N T
IC
AS INDICATED
M
A
P.
STCETIHCRA
FB
BERN N.C
.NEW
CERT. NO.
UTCETIHCRA
DERET
SI
G E R
N
OI
TA
RO
PR
OC
LAR
CAROLINANORTH
50679
BELL
TOWER
BT
S p ro je c ts
\2
\2
C
L M
A R
S O
C P
-1
M a n e u v e r
F a c ili ty S u b t o
N R
W \2
D e s ig n \2
D w g s \2
B
T A
R C
H
.r v t
/6
/2
:5
:5
P
M
E L
E V
A T
IO
N
S
A-201
1754108
C E
R E
M O
N
IA
L B
E L
L T
O W
E R
12932711
REL REL DJE,III
J. EMORY / J. BACE
07 AUG 2025
GRAPHIC SCALE: 1/2"=1'-0"
2' 0 1' 2' 4'
SCALE: 1/2" = 1'-0"
D1
BELL TOWER - NORTH ELEVATION
SCALE: 1/2" = 1'-0"
D2
BELL TOWER - EAST ELEVATION
SCALE: 1/2" = 1'-0"
D4
BELL TOWER - SOUTH ELEVATION
SCALE: 1/2" = 1'-0"
D5
BELL TOWER - WEST ELEVATION
SCALE: 1/2" = 1'-0"
A1
PARKING MONUMENT - FRONT ELEVATION
SCALE: 1/2" = 1'-0"
A2
PARKING MONUMENT - REAR ELEVATION
SCALE: 1/2" = 1'-0"
A4
PARKING MONUMENT - SIDE ELEVATION
SCALE: 1/2" = 1'-0"
A5
PARKING MONUMENT - SIDE ELEVATION
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
1' -1
4" GALVANIZED STEEL TUBE
POSTS WITH SHEET METAL
WRAP. TYPICAL
FACE BRICK
5" POLISHED BLACK GRANITE.
MUST MATCH THE GRANITE
AT THE MEMORIAL WALL
SHEET METAL FASCIA
AND SOFFIT WRAP
STANDING SEAM METAL
ROOFING. 12" WIDE
FLAT PANS. HAND SEAM
CONCRETE APRON. SEE
CIVIL DRAWINGS
STANDING SEAM
METAL ROOFING CAP
CONCRETE FOOTING. SEE
STRUCTURAL DRAWINGS
FOR REINFORCING
COMPACTED SUBGRADE
8" CMU. SEE STRUCTURAL
DRAWINGS FOR
REINFORCING AND FILL
FLASHING AND WEEPS
BACKER ROD AND
SEALANT
GROUT SOLID TO MIN 1/2"
ABOVE ADJACENT GRADE
ASYMMETRICAL OFFSET
BASE PLATES WITH (3)
1/2" DIA EMBED STUDS
5/8" TREATED PLYWOOD
SHEATHING SHEET METAL DRIP
EDGE
4" GALVANIZED STEEL TUBE
TOP FRAME WITH SHEET
METAL WRAP. TYPICAL
LIGHTING FIXTURES. SEE
ELECTRICAL DRAWINGS
3 5/8" LIGHT GAUGE
ROOF FRAMING
PROVIDE POLISHED BRONZE
EYE BOLT
BOX BEAM FOR BELL
SUPPORT. BELL IS ±45 LBS.
POLISHED BRONZE BELL. GFCI
ICE GUARD
UNDERLAYMENT
CUT HOLES IN GRANITE FOR
POSTS. TYPICAL
SEQUENCE NOTES:
1. INSTALL POSTS
2. INSTALL GRANITE OVER POSTS IN A FULL BED OF NON-SHRINK GROUT
3. LEAD-IN GAPS AROUND POSTS
4. WELD TOP FRAME TO POSTS. GRIND WELDS SMOOTH AND COLD GALVANIZE
5. ROUTE ELECTRICAL UP INSIDE OF ONE OF THE STEEL TUBE POSTS
EXPANSION JOINT. ALL SIDES
FACE BRICK
FINISHED GRADE. SEE
CIVIL DRAWINGS
CONCRETE FOOTING. SEE
STRUCTURAL DRAWINGS
FOR REINFORCING
COMPACTED SUBGRADE
12" SQUARE CAST IN PLACE
CONCRETE COLUMN. SEE
STRUCTURAL DRAWINGS
FOR REINFORCING
PRECAST CONCRETE CAP
3/
4"
NOTES:
1. EXPOSED SURFACES OF FOOTING TO RECEIVE A LIGHT BROOM FINISH
2. PRECAST CONCRETE TOP MAY BE DOWELED TO ELIMINATE MOVEMENT
GROUT COLLAR SOLID
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
D E S
IG
N A
N D
C O
N S T R
U C T
IO
N
D C
C O
R E
N A V A L S
T A T
IO
N
N O
R F O
L K V A
M A
R
IN
E C
O R
P S
B A
S E
C A
M P
L E
J E
U N
E
N C n t
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
T
T C
E
TI
HCRAD
R E
G I S
ERE
A N
I
L
ORA
N O
R
T H
C
N
D A
R
N
DE
.J UE
ER
III
C
N
NRB E
E W
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
A T
L A
N T
IC
AS INDICATED
M
A
P.
STCETIHCRA
FB
BERN N.C
.NEW
CERT. NO.
UTCETIHCRA
DERET
SI
G E R
N
OI
TA
RO
PR
OC
LAR
CAROLINANORTH
50679
BELL
TOWER
BT
S p ro je c ts
\2
\2
C
L M
A R
S O
C P
-1
M a n e u v e r
F a c ili ty S u b t o
N R
W \2
D e s ig n \2
D w g s \2
B
T A
R C
H
.r v t
/6
/2
:5
:5
P
M
S E
C T
IO
N
S
A-301
1754108
C E
R E
M O
N
IA
L B
E L
L T
O W
E R
12932712
REL REL DJE,III
J. EMORY / J. BACE
07 AUG 2025
GRAPHIC SCALE: 3/4"=1'-0"
1' 0 1' 2' 3'
SCALE: 3/4" = 1'-0"
B1
BELL TOWER SECTION
SCALE: 3/4" = 1'-0"
B4
PARKING MONUMENT SECTION
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
INSIDE CORNER
A-501 C5
A
CONTINUOUS WALL
B
3/8"
D E
P
TH
3/ 8"
TOOL A CONCAVE
JOINT PROFILE
SILICONE
SEALANT
BACKER ROD
3/8"
TOOL A CONCAVE
JOINT PROFILE
SILICONE
SEALANT
BACKER ROD
D E
P
TH
3/ 8"
CORNER
A
WALL
B
NOTES:
1. FLASHING CORNERS ARE TO BE SIMILAR AND SEALED WITH THE RECOMMENDED ADHESIVE OF
THE MANUFACTURER
2. FLASHING JOINTS SHALL OVERLAP 6" AND BE SEALED WITH RECOMMENDED ADHESIVE OF THE
MANUFACTURER
3. EXTEND FLASHING 8" MIN BEYOND OPENINGS
4. PROVIDE A TOOLED BEAD OF SYSTEM SEALANT AT MEMBRANE LAPS AND SPLICES
8"
VARIES
VARIES
8"
ONE
BRICK
COURSE
8"
VARIES
VARIES
8"
4" LAP
END DAM END LAPINSIDE CORNER OUTSIDE CORNER
A B C D
NOTES:
1. CENTER DRIP EDGE LAPS BETWEEN WEEPS
2. SIMILAR AT CMU
STAINLESS STEEL
DRIP EDGE
SOLID BRICKS ABOVE
WEEPS, TYPICAL
TWO WEEPS PER ELEVATION
WEEP, TYPICAL
4" BRICK VENEER
GROUT COLLAR SOLID
8" CONCRETE MASONRY UNIT
HORIZONTAL JOINT
REINFORCING 1'-4" ON
CENTER
GROUT CELLS SOLID
NOTES:
1. SEE STRUCTURAL DRAWINGS FOR REINFORCING
1'-0"
DAMPPROOFING
4" BRICK VENEER
GROUT COLLAR SOLID
GALVANIZED
CORRUGATED BRICK
TIES 1'-4" ON CENTER
EACH WAY
CAST IN PLACE CONCRETE
COLUMN. SEE STRCUTRAL
DRAWINGS
4"
1/2"
1/ 2"
GALVANIZED
STEEL POST
GALVANIZED STEEL
BASEPLATE. SEE
STRUCTURAL DRAWINGS
ANCHOR STUDS.
EMBED IN REINFORCED
AND FILL CMU CELL(S)
BRICK VENEER
BELOW
CMU BELOW
SHEET METAL WRAP
WITH LOCK SEAM
ROUTE
ELECTRICAL UP
INSIDE OF ONE
OF THE STEEL
TUBE POSTS
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
D E S
IG
N A
N D
C O
N S T R
U C T
IO
N
D C
C O
R E
N A V A L S
T A T
IO
N
N O
R F O
L K V A
M A
R
IN
E C
O R
P S
B A
S E
C A
M P
L E
J E
U N
E
N C n t
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
T
T C
E
TI
HCRAD
R E
G I S
ERE
A N
I
L
ORA
N O
R
T H
C
N
D A
R
N
DE
.J UE
ER
III
C
N
NRB E
E W
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
A T
L A
N T
IC
AS INDICATED
M
A
P.
STCETIHCRA
FB
BERN N.C
.NEW
CERT. NO.
UTCETIHCRA
DERET
SI
G E R
N
OI
TA
RO
PR
OC
LAR
CAROLINANORTH
50679
BELL
TOWER
BT
S p ro je c ts
\2
\2
C
L M
A R
S O
C P
-1
M a n e u v e r
F a c ili ty S u b t o
N R
W \2
D e s ig n \2
D w g s \2
B
T A
R C
H
.r v t
/6
/2
:5
:5
P
M
M
IS
C E
L L
A N
E O
U S
D E
T A
IL
S
A-501
1754108
C E
R E
M O
N
IA
L B
E L
L T
O W
E R
12932713
REL REL DJE,III
J. EMORY / J. BACE
07 AUG 2025
SCALE: 6" = 1'-0"
C3
CONTROL JOINTS DETAILS
SCALE: 1" = 1"
C5
SEALANT POCKET DETAILS
SCALE: 1 1/2" = 1'-0"
B4
SELF ADHERING FLASHING DETAIL
SCALE: 1" = 1'-0"
A5
WEEP VENT DETAIL
GRAPHIC SCALE: 1"=1"
0 1" 2"
GRAPHIC SCALE: 6"=1'-0"
0 3" 6"
GRAPHIC SCALE: 1 1/2"=1'-0"
1' 6" 3" 0 1'
GRAPHIC SCALE: 1"=1'-0"
1' 0 1' 2'
SCALE: 1 1/2" = 1'-0"
A
BELL TOWER WALL DETAIL
SCALE: 1 1/2" = 1'-0"
B
PARKING MONUMENT WALL DETAIL
SCALE: 1 1/2" = 1'-0"
B2
POST BASEPLATE
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
NOTES:
1. REFERENCE MCB CAMP LEJEUNE, BASE EXTERIOR
ARCHITECTURAL PLAN (BEAP) 2010, SECTION 4.12.3 MARSOC
HTTP://WWW.LEJEUNE.MARINES.MIL/PORTALS/27/DOCUMENTS/IDD/
BEAP/BEAP_CONTENTS.HTML#_TOC276453692
2. FINAL COLOR SELECTIONS MUST BE APPROVED AT THE
CONTRACTING OFFICER
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
D E S
IG
N A
N D
C O
N S T R
U C T
IO
N
D C
C O
R E
N A V A L S
T A T
IO
N
N O
R F O
L K V A
M A
R
IN
E C
O R
P S
B A
S E
C A
M P
L E
J E
U N
E
N C n t
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
T
T C
E
TI
HCRAD
R E
G I S
ERE
A N
I
L
ORA
N O
R
T H
C
N
D A
R
N
DE
.J UE
ER
III
C
N
NRB E
E W
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
A T
L A
N T
IC
AS INDICATED
M
A
P.
STCETIHCRA
FB
BERN N.C
.NEW
CERT. NO.
UTCETIHCRA
DERET
SI
G E R
N
OI
TA
RO
PR
OC
LAR
CAROLINANORTH
50679
BELL
TOWER
BT
S p ro je c ts
\2
\2
C
L M
A R
S O
C P
-1
M a n e u v e r
F a c ili ty S u b t o
N R
W \2
D e s ig n \2
D w g s \2
B
T A
R C
H
.r v t
/6
/2
:5
:5
P
M
S C
H E
D U
L E
O F
E X
T E
R
IO
R M
A T
E R
IA
L
S
A-601
1754108
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12932714
REL REL DJE,III
J. EMORY / J. BACE
07 AUG 2025
SCALE: NOT TO SCALE
A5
SCHEDULE OF EXTERIOR MATERIALS
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
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TH
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DRAWFORM REVISION: 25 AUGUST 2020
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BRANCH MANAGER
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FIRE PROTECTION
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AS INDICATED
OF 16
1754108
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ES001
12932715
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WET LOCATION DOWNLIGHT FIXTURE
LIGHTING FIXTURE TYPE SYMBOL. SEE LIGHTING FIXTURE DETAILS.
ELECTRICAL CIRCUIT RUN IN CONDUIT AND CIRCUIT HOMERUN TO
PANELBOARD (PANEL AND CIRCUIT DESIGNATION AS INDICATED). AS A
MINIMUM CONDITION, EACH SINGLE PHASE CIRCUIT SHALL HAVE 1 #12 PHASE
CONDUCTOR, 1 #12 NEUTRAL CONDUCTOR AND 1 #12 GROUNDING CONDUCTOR
IN 1/2" CONDUIT. PROVIDE ADDITIONAL PHASE CONDUCTORS AS REQUIRED
FOR "MULTIPLE PHASED" ELECTRICAL LOADS. PROVIDE NEUTRAL CONDUCTOR
TO ALL WALL SWITCH OUTLET BOXES WHETHER REQUIRED OR NOT. PROVIDE
ADDITIONAL "SWITCH LEG" CONDUCTORS TO PROVIDE THE LIGHT FIXTURE
CONTROL INDICATED. MULTIPLE SINGLE PHASE CONDUCTORS MAY BE
GROUPED TOGETHER IN A COMMON CONDUIT IN ACCORDANCE WITH THE NEC
AND AT THE CONTRACTOR'S DISCRETION. GROUNDING CONDUCTORS MAY BE
SHARED AS ALLOWED BY THE NEC. NEUTRAL CONDUCTORS SHALL NOT BE
SHARED. MULTI-POLE BREAKERS SHALL BE PROVIDED IN ACCORDANCE WITH
THE NEC WHERE MULTI-WIRE BRANCH CIRCUITS ARE REQUIRED. CONDUIT
LARGER THAN 1/2" AND CONDUCTORS LARGER THAN #12 SHALL BE AS
INDICATED.
LIGHTING
GENERAL
WORK NOTE SYMBOL
PHOTOCELL, 1500W, 120V SPST, MOUNT ON ROOF, AIM NORTH
GENERAL ELECTRICAL NOTES ELECTRICAL LEGEND
AND
A
P
GENERAL: UNLESS SPECIFICALLY INDICATED OTHERWISE, ALL WORK
SHOWN ON ELECTRICAL DRAWINGS IS NEW WORK TO BE PROVIDED
UNDER THIS CONTRACT.
COORDINATION: COORDINATE AND COOPERATE WITH ALL TRADES ON
THE PROJECT. THE CONTRACTOR SHALL REVIEW ALL CONTRACT
DOCUMENTS INCLUDING CIVIL, STRUCTURAL, ARCHITECTURAL DRAWINGS
AND SPECIFICATIONS. CONTRACTOR SHALL COORDINATE AND ADJUST
ACCORDINGLY AS DIRECTED BY THE CONTRACTING OFFICER.
AS-BUILT DRAWINGS: SECURE AN EXTRA SET OF ELECTRICAL DRAWINGS
TO BE KEPT ON SITE AND MARK, DAILY, THE DRAWINGS IN RED AS THE
PROJECT PROGRESSES IN ORDER TO KEEP AN ACCURATE RECORD OF
ALL DEVIATIONS BETWEEN THE WORK SHOWN ON THE DRAWINGS AND
THE WORK WHICH IS ACTUALLY INSTALLED. THESE MARKED DRAWINGS
SHALL REFLECT ANY AND ALL CHANGES AND REVISIONS TO THE ORIGINAL
DESIGN WHICH EXISTS IN THE COMPLETED WORK. DELIVER THE MARKED
DRAWINGS TO THE ENGINEER AT PROJECT CLOSE-OUT.
TESTS: TEST ALL WIRING FOR CONTINUITY AND GROUNDS BEFORE
CONNECTING ANY FIXTURES OR DEVICES. PERFORM INSULATION
RESISTANCE TESTS ON ALL WIRING #6 OR LARGER TO ENSURE THAT ALL
PORTIONS ARE FREE FROM SHORT-CIRCUITS AND GROUNDS.
INSPECTIONS: ARRANGE ALL NECESSARY INSPECTIONS. DELIVER ALL
REQUIRED INSPECTION CERTIFICATES TO THE CONTRACTING OFFICER.
GROUNDING: PROVIDE GROUNDING IN ACCORDANCE WITH THE NEC FOR
THE ELECTRICAL SYSTEM INCLUDING EQUIPMENT FRAMES CONDUITS,
SWITCHES, CONTROLLERS, NEUTRAL CONDUCTORS, AND OTHER
EQUIPMENT. PROVIDE A GROUNDING CONDUCTOR IN ALL POWER
CONDUITS.
J-BOX LABELING: LABEL ALL JUNCTION BOXES WITH PERMANENT
MARKER IDENTIFYING CIRCUIT NUMBER AND PANELBOARD OF CIRCUITS
WITHIN.
LIGHTING COORDINATION: COORDINATE LIGHTING FIXTURES WITH BELL
STRUCTURE. PROVIDE FIXTURE MOUNTING BRACKETS, ACCESSORIES,
ETC.
CLEAN UP: ON PROJECT CLOSE-OUT CLEAN ALL LIGHTING FIXTURES,
LENSES, AND REMOVE ALL PAINT SPATTERS FROM FIXTURES. REPAIR ALL
INOPERATIVE LIGHTING FIXTURES.
ABBREVIATIONS
A AMPERE
AFG ABOVE FINISHED GRADE
AIC AMPERE INTERRUPTING CAPACITY
AWG AMERICAN WIRE GAUGE
BFG BELOW FINISHED GRADE
C CONDUIT
CKT CIRCUIT
ETR EXISTING TO REMAIN
EXIST EXISTING
FLA FULL LOAD AMPS
GND GROUND
IBC INTERNATIONAL BUILDING CODE
KAIC THOUSAND AMPERE
INTERRUPTING CAPACITY
KVA KILO-VOLT-AMPERES
KW KILO-WATTS
LF LINEAR FEET
LTG LIGHTING
MCA MINIMUM CIRCUIT AMPS
MFR MANUFACTURER
MIN MINIMUM
MLO MAIN LUGS ONLY
MTD MOUNTED
N NORMAL
NEC NATIONAL ELECTRICAL CODE
NFPA NATIONAL FIRE PROTECTION
ASSOCIATION
NTS NOT TO SCALE
OC ON CENTER
P POLE
PF POWER FACTOR
PL PROPERTY LINE
PNL PANEL
Ø PHASE
PRI PRIMARY
PVC POLYVINYL CHLORIDE
SCH SCHEDULE
TYP TYPICAL
UFC UNIFIED FACILITIES CRITERIA
UON UNLESS OTHERWISE NOTED
V VOLT
W WATTS/WIRE
WP WEATHERPROOF
LIGHTING FIXTURE SCHEDULE
TYPE MARK DESCRIPTION MOUNTING BASIS OF DESIGN LAMP TYPE WATTAGE VOLTAGE COMMENTS
1" ADJUSTABLE DOWNLIGHT RECESSED
FIXTURE WITH 630 LUMEN OUTPUT, 0-10V 1%
DIMMING AND 90 CRI AT 3500 COLOR
TEMPERATURE, 55° BEAM ANGLE
LED 7 120/277 COORDINATE FIXTURE MOUTING WITH STRUCTURE.
PROVIDE FIXTURE WITH DIFFUSED LENS.A
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048848
07 AUG 2025
EXTERIOR ADJUSTABLE DOWNLIGHT
REVISED: XL-27LIGHTING PLATE:AUGUST 2025
A
NOTE: THIS SKETCH IS A NON-PROPRIETARY GRAPHIC REPRESENTATION OF A LUMINAIRE THAT MAY MEET THE SPECIFICATION REQUIREMENTS. IT IS NOT INTENDED TO INDICATE A CERTAIN MANUFACTURER OR PREFERENCE.
LUMINAIRE DESCRIPTION:
1. HOUSING - HEAVY GAUGE COLD ROLLED STEEL AND DIE CAST ALUMINUM WITH POWDER COATING
FINISH.
2. OPTICS - ACRYLIC LENS.
3. LIGHT SOURCE - SOLID STATE LEDS, 3000K CCT UON, MINIMUM 80 CRI UON, AND A MINIMUM
EFFICACY OF 90 LUMENS/WATT UON. INITIAL LUMEN OUTPUT AS INDICATED IN LUMINAIRE
SCHEDULE.
4. DRIVER - REPLACEABLE, INTEGRAL, HIGH-EFFICIENCY DIMMABLE DRIVER WITH MINIMUM 0.9 PF, OPERATING VOLTAGE OF 120 OR 277V, THERMAL MANAGEMENT, AND < 20% THD. ON-OFF
CONTROL AND FULLY DIMMABLE DOWN TO 10% MINIMUM OR AS INDICATED IN LUMINAIRE
SCHEDULE.
5. CERTIFICATION - UL LISTED FOR DAMP OR WET LOCATION, ROHS COMPLIANT. COMPLIES WITH IES
LM79, LM80 AND TM21 TESTING STANDARDS.
6. MOUNTING - RECESSED IN HARD CEILINGS.
A
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
DE
SI
GN
A
ND
C
ON
ST
RU
CT
IO
N
(D C)
C
OR
E
NA
VA
L
ST
AT
IO
N
- N
OR
FO
LK
, V A
M
AR
IN
E
C O
R
PS
B
AS
E C
AM
P
LE
JE
U N
E, N
C
Fi le
P at h Pr in t D at e:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
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IN
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S
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TE
M
S C
O M
M
AN
D
M
ID
AT
LA
N
TI
C
AS INDICATED
OF 16
1754108
P-
SO
F
IN
FO
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M
AT
IO
N
M
AN
EU
VE
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AC
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IT
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SY
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To w er (c ad )\2
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1.
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7,
- 1 1:
am
BELL
TOWER
BT
MM MM JEB
ES101
12932716
SI
TE
L
AY
O U
T
PL
AN
N
ELECTRICAL SITE PLAN
SCALE: 1" = 10'
CONTRACTOR MUST COORDINATE FIXTURE MOUNTING WITH
STRUCTURAL DRAWINGS.
CONNECT FIXTURE TO EXISTING PHOTOCELL-CONTROLLED
EXTERIOR LIGHTING CIRCUIT.
NOTES THIS SHEET
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048848
07 AUG 2025
| GENERAL |
| G-001 - TITLE SHEET |
| G-002 - LOCATION MAPS, NOTES AND INDEX OF DRAWINGS |
| CIVIL |
| C-001 CIVIL LEGEND, ABBREVIATIONS AND NOTES |
| C-100 OVERALL SITE PLAN |
| CS101 SITE LAYOUT PLAN |
| CS501 DETAILS |
| STRUCTURAL |
| S-001 - GENERAL NOTES |
| S-101 - FOUNDATION PLAN AND SECTION |
| ARCHITECTURAL |
| A-001 - SYMBOL LEGEND AND ABBREVIATIONS |
| A-101 - FLOOR PLANS - CONSTRUCTION |
| A-201 - ELEVATIONS |
| A-301 - SECTIONS |
| A-501 - MISCELLANEOUS DETAILS |
| A-601 - SCHEDULE OF EXTERIOR MATERIALS |
| ELECTRICAL |
| ES001 GENERAL NOTES, LEGEND, ABBREVIATIONS, AND DETAILS |
| ES101 ELECTRICAL SITE PLAN |
File details come from the government source that posted it. Updated .