A-Sheets.pdf
PDF 4 MB Posted
- Attached to
- Y1PC--Dallas National Cemetery
- Solicitation number
- 36C10F20R0056
About this file
This pre-solicitation notice announces an upcoming solicitation for the Phase 4 expansion of the Dallas Fort Worth National Cemetery in Dallas, Texas. The Department of Veterans Affairs will procure construction services through a 100% Service-Disabled Veteran Owned Small Business set-aside. The project scope includes developing additional gravesites, constructing new buildings like an administration facility and maintenance building, and other cemetery improvements. Interested SDVOSB construction firms must have an approved NAICS code of 236220 with a size standard of $39.5 million and sufficient bonding capacity. Proposals may include or exclude a Project Labor Agreement. The construction cost is estimated between $20-50 million. The pre-solicitation, solicitation, and any amendments will be available through SAM.gov starting on or around June 19, 2020. A pre-proposal conference will be outlined in the solicitation. Proposals are due approximately 30 days after RFP posting.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| ATTACHMENT 2_PAST PERF QUEST 02.docx | DOCX document | |
| P-Sheets.pdf | ||
| LI-Sheets.pdf | ||
| CS-Sheets 3 of 3.pdf | ||
| G-Sheets.pdf | ||
| CD-Sheets.pdf | ||
| E-Sheets.pdf | ||
| CG-Sheets 1 of 2.pdf | ||
| S-Sheets.pdf | ||
| ATTACHMENT 3 - Dallas Pre-Proposal Inquiry (PPI) Form.docx | DOCX document | |
| B-Sheets.pdf | ||
| DALLAS WAGE RATES.pdf | ||
| I-Sheets.pdf | ||
| 36C10F20R0056_3.docx | DOCX document | |
| F-Sheets.pdf | ||
| Base Bid Specification Package.pdf |
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Text version
STANDARD ARCHITECTURAL SYMBOLS
1. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE CONSTRUCTION DOCUMENTS AND NOTIFY THE ARCHITECT OF ANY
DISCREPANCIES BEFORE PROCEEDING WITH THE WORK.
2. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BEFORE
PROCEEDING WITH THE WORK.
3. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO ORDERING OR INSTALLING MATERIALS OR
EQUIPMENT.
4. THE CONTRACTOR SHALL PROVIDE SHORING, BRACING, AND STRUCTURAL SUPPORTS AS REQUIRED TO PROVIDE STABILITY AND PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING BUILDING COMPONENTS DURING CONSTRUCTION ACTIVITIES UNTIL
THE COMPLETION OF THE FINAL WORK.
5. THE CONTRACTOR SHALL PROTECT NEW AND EXISTING WORK FROM DAMAGE DURING CONSTRUCTION ACTIVITIES. DAMAGED AREAS CAUSED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. REPAIRS SHALL MATCH
EXISTING CONDITIONS AND FINISHES.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF DEMOLITION AND/OR CONSTRUCTION DEBRIS ASSOCIATED WITH THE WORK. DISPOSAL SHALL BE IN COMPLIANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. THE PROJECT
SITE SHALL BE KEPT CLEAN AND FREE FROM WASTE MATERIALS.
7. EXISTING MATERIALS SHALL NOT BE RE-USED UNLESS OTHERWISE NOTED OR AS AUTHORIZED BY THE ARCHITECT.
8. THE CONTRACTOR SHALL MAINTAIN EXISTING BUILDING EGRESS DURING DEMOLITION AND/OR CONSTRUCTION ACTIVITIES.
9. INSTALL CONTROL JOINTS IN MASONRY WALLS AS SHOWN ON DRAWINGS AND AS DESCRIBED IN THE SPECIFICATIONS, BUT NOT LESS THAN 30 FEET INTERVALS ALONG A WALL AND NOT LESS THAN 10 FEET FROM BUILDING CORNERS.
10. ALL INTERIOR NON-LOAD BEARING MASONRY WALLS SHALL BE ANCHORED TO THE FLOOR BELOW AND DECK ABOVE. TOP-OF-WALL ANCHORS SHALL NOT EXCEED FOUR FEET SPACING AND SHALL PROVIDE FOR 1-INCH VERTICAL MOVEMENT OF THE BUILDING
STRUCTURE WITHOUT TRANSFER OF COMPRESSIVE LOADS TO THE WALL.
11. ALL PENETRATIONS THROUGH FIRE-RESISTIVE CONSTRUCTION SHALL BE SEALED WITH FIRE STOPPING/SAFING MATERIAL AND FIRE-RESISTIVE SEALANT AS REQUIRED TO ACHIEVE THE RESPECTIVE FIRE/SMOKE RESISTANCE RATING.
12. ALL JOINTS AND TERMINATIONS AT FIRE-RESISTIVE CONSTRUCTION SHALL BE SEALED WITH FIRE-RESISTIVE JOINT SYSTEMS REQUIRED TO ACHIEVE THE RESPECTIVE FIRE/SMOKE RESISTIVE RATINGS. SCRIBE GYPSUM BOARD AT THE TOP-OF-WALL TO MATCH
IRREGULARITIES OF DECK ABOVE.
13. FIRE-RESISTIVE WALL CONSTRUCTION SHALL BE PERMANENTLY IDENTIFIED AS SUCH BY STENCILING THE RATING LEVEL IN THE CONCEALED SPACE BELOW THE FLOOR AND/OR ABOVE THE CEILING. LETTERING SHALL BE A MINIMUM OF THREE INCHES IN HEIGHT AND SHALL BE LOCATED NOT LESS THAN 15 FEET FROM THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FEET.
14. ALL FULL-HEIGHT NON-BEARING INTERIOR PARTITIONS SHALL PROVIDE FOR 1-INCH VERTICAL MOVEMENT OF THE BUILDING
STRUCTURE WITHOUT TRANSFER OF COMPRESSIVE LOADS TO THE WALL.
15. COORDINATE AND INSTALL FIRE-TREATED WOOD BLOCKING OR SHEET METAL BACKING IN INTERIOR PARTITIONS FOR ANCHORAGE OF
WALL-MOUNTED ITEMS.
16. INSTALL CONTROL JOINTS IN GYPSUM BOARD SURFACES AS SHOWN ON DRAWINGS AND AS DESCRIBED IN THE SPECIFICATIONS.
ISOLATE GYPSUM BOARD SURFACES WITH CONTROL JOINTS FOR RUNS THAT EXCEED 30 FEET IN LENGTH.
17. COORDINATE LOCATION, SIZE, AND WALL THICKNESS REQUIRED FOR RECESSED ITEMS. MAINTAIN FIRE-RESISTIVE AND ACOUSTICAL
RATINGS OF THE WALL BEING PENETRATED.
18. THE UNDERCUT ON ALL FIRE-RESISTIVE DOORS SHALL NOT EXCEED 3/4 INCH. SMOKE SEALS SHALL BE INSTALLED ON THE DOOR
FRAME AT BOTH JAMBS AND HEAD.
19. INSTALL ACOUSTICALLY-RATED SEALANT TO ALL INTERIOR WALL JOINTS AND PENETRATIONS IN WALLS THAT ARE INDICATED AS
ACOUSTICALLY-RATED PARTITIONS.
20. ALL NEW CEILING GRID SHALL BE CENTERED WITHIN THE ROOM AS INDICATED. AVOID ACOUSTIC CEILING TILES LESS THAN 3 INCHES
IN WIDTH AT LOCATIONS ADJACENT TO ROOM WALLS.
21. ALL PENETRATIONS WITHIN 24" x 48" ACOUSTIC CEILING TILES, INCLUDING SPRINKLER HEADS, SHALL BE CENTERED IN THE SHORT DIMENSION AND BE CENTERED AT QUARTER POINTS IN THE LONG DIMENSION OF THE TILE. PENETRATIONS WITHIN 24" x 24" ACOUSTIC
CEILING TILES SHALL BE CENTERED WITHIN THE TILE.
22. NO WORK SHALL BE COVERED OR CONCEALED UNTIL IT HAS BEEN INSPECTED, TESTED, AND/OR APPROVED BY THE AUTHORITIES
HAVING JURISDICTION.
23. PREPARE EXISTING SUB-FLOOR TO MEET MANUFACTURER'S REQUIREMENTS FOR INSTALLATION OF NEW FLOORING MATERIAL. FLOAT SUB-FLOOR AS NECESSARY TO ALIGN FINISHED SURFACE BETWEEN NEW AND EXISTING FLOORING.
24. EXAMINE FLOOR SUBSTRATE AND CONDITIONS, WITH THE INSTALLER PRESENT, FOR COMPLIANCE WITH FLOORING MANUFACTURER'S RECOMMENDATIONS FOR MAXIMUM MOISTURE CONTENT, ALKALINITY RANGE, INSTALLATION TOLERANCES, AND OTHER CONDITIONS
PRIOR TO PROCEEDING WITH FLOORING INSTALLATION.
25. WHERE TWO DISSIMILAR HEIGHT FLOOR FINISHES ABUT, PROVIDE AND INSTALL TRANSITION STRIP.
26. WHERE TWO DISSIMILAR HEIGHT FLOOR FINISHES ABUT WITHIN A DOORWAY, POSITION TRANSITION STRIP AT CENTER OF DOOR WHEN
FULLY CLOSED.
27. WHERE FLOOR FINISH CHANGES FROM ONE ROOM TO ANOTHER, SET JOINT OF THE MATERIALS AT THE CENTER OF THE
COMMUNICATING DOOR OR OPENING.
28. FURNISH AND INSTALL RESILIENT WALL BASE IN CONTINUOUS COIL RUNS AT MAXIMUM LENGTHS POSSIBLE. JOB-FORM BOTH INSIDE
AND OUTSIDE CORNERS.
29. FURNISH AND INSTALL RESILIENT WALL BASE IN ALL OFFSETS, TOEKICKS, ALCOVES, AND OTHER RECESSES, TO INCLUDE AREAS NOT
TYPICALLY VISIBLE BEHIND EQUIPMENT, WITHIN THE AREA OF WORK INDICATED.
30. WHERE WALL TILE IS INDICATED, PROVIDE NECESSARY TRIM PIECES, SUCH AS EDGE AND CORNER TILES, FOR A COMPLETE FINISHED
INSTALLATION.
31. DO NOT PAINT OVER CODE-REQUIRED LABELS SUCH AS THOSE LOCATED ON RATED DOORS AND FRAMES.
32. WHERE ELECTRICAL DEVICES ARE LOCATED WITHIN CASEWORK, CASEWORK FABRICATOR SHALL PROVIDE FINISHED OPENINGS.
COORDINATE SIZES AND LOCATIONS WITH ELECTRICAL CONTRACTOR.
33. PROVIDE AND INSTALL JOINT SEALANT AT PERIMETER JOINTS OF CASEWORK WHERE COUNTERTOPS, BACK & SIDE SPLASHES, AND
EDGE JOINTS ABUT ADJACENT WALLS.
34. ALL FURNISHINGS, SUCH AS WINDOW TREATMENT, ARTWORK, AND SYSTEMS FURNITURE, SHALL BE NON-COMBUSTIBLE AND
ASSEMBLED OF FIRE-RESISTIVE MATERIALS.
ARCHITECTURAL GENERAL NOTES
BRICK
CONCRETE
EARTH
SAND
PRECAST
CONCRETE
GYPSUM
PLYWOOD
INSULATION-
RIGID
STEEL
INSULATION-
BATT
WOOD-
FINISH
WOOD-
ROUGH
SHINGLES
ALUMINUM EXISTING REFERENCE GRID
NEW REFERENCE GRID
ROOM IDENTIFIER
DOOR IDENTIFIER
WINDOW IDENTIFIER
LOUVER IDENTIFIER
INTERIOR PARTITION TYPE
IDENTIFIER
FURNITURE IDENTIFIER
EQUIPMENT IDENTIFIER
ARTWORK IDENTIFIER
SIGN IDENTIFIER
STANDARD MOUNTING HEIGHTS
STC-50
STC-43
STC-38
SECR
W##
L##
ROOM NAME
STC-47
STC-52
GROUT
CONCRETE
MASONRY
STONE
NOTE: CLEAR OPENING WIDTH OF
DOORWAYS WITH SWINGING DOORS
SHALL BE MEASURED BETWEEN THE
FACE OF THE DOOR AND STOP, WITH
THE DOOR OPEN 90-DEGREES.
ACT ACOUSTICAL CEILING TILE
ADO AUTOMATIC DOOR OPERATOR
AFF ABOVE FINISH FLOOR
ALT ALTERNATE
ALUM ALUMINUM
BB BULLETIN BOARD
BD BOARD
BLDG BUILDING
BLK BLOCK
CG CORNER GUARD
CL CENTER LINE
CLG CEILING
CJ CONTROL JOINT
CMU CONCRETE MASONRY UNIT
CONC CONCRETE
CONT CONTINUOUS
CORR CORRIDOR
CPT CARPET
CT CERAMIC TILE
CTB CERAMIC TILE BASE
DEPT DEPARTMENT
DETL DETAIL
DF DRINKING FOUNTAIN
DIA DIAMETER
DIM DIMENSION
DISP DISPENSER
DN DOWN
DR DOOR
DS DOWNSPOUT
EA EACH
EJ EXPANSION JOINT
ELEV ELEVATION
EP EPOXY PAINT
EQPM EQUIPMENT
EXT EXTERIOR
FAB FABRIC
FB FACE BRICK
FD FLOOR DRAIN
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FFE FINISH FLOOR ELEVATION
FIN FINISH
FND FOUNDATION
FLG FLOORING
FT FOOT/FEET
FTG FOOTING
GALV GALVANIZED
GB GRAB BAR
GL GLASS
STANDARD ARCHITECTURAL ABBREVIATIONS
GLT GLASS TILE
GT GROUT
GWB GYPSUM WALL BOARD
HC HANDICAP
HD HAND DRYER
HDW HARDWARE
HM HOLLOW METAL
HMF HOLLOW METAL FRAME
HR HAND RAIL
HT HEIGHT
IN INCH
INSUL INSULATION
INT INTERIOR
JAN JANITOR
JST JOIST
JT JOINT
KD KNOCK DOWN
KP KICK PLATE
LAM LAMINATED
LAV LAVATORY
LDR LADDER
LIN LINOLEUM
LKR LOCKER
LVR LOUVER
LVT LUXURY VINYL TILE
MB MARKER BOARD
MBH MOP AND BROOM HOLDER
MTL METAL
MFR MANUFACTURER
MO MASONRY OPENING
MR MIRROR
MTRL MATERIAL
NIC NOT IN CONTRACT
NTS NOT TO SCALE
OC ON CENTER
OFD OVERFLOW DRAIN
OFS OVERFLOW SCUPPER
OPP OPPOSITE
ORD OVERFLOW ROOF DRAIN
PLAM PLASTIC LAMINATE
PLYWD PLYWOOD
PORC PORCELAIN
PP POWER POLE
PS PROJECTION SCREEN
PT PAINT
PTD PAPER TOWEL DISPENSER
PTD/R PAPER TOWEL DISPENSER &
RECEPTACLE
QTY QUANTITY
QTZ QUARTZ
RB RESILIENT BASE
RD ROOF DRAIN
REC RECESSED
REF REFRIGERATOR
REQD REQUIRED
RH ROBE HOOK
RM ROOM
RO ROUGH OPENING
RS ROLLER SHADE
RT RUBBER TILE
RV ROOF VENT
SB SHOWER BENCH
SD SOAP DISPENSER
SEC SECURITY
SECT SECTION
SF SQUARE FOOT/FEET
SH SHOWER HEAD
SHT SHEET
SIM SIMILAR
SLR SEALER
SND SANITARY NAPKIN DISPOSAL
SS SOLID SURFACE
STD STANDARD
STL STEEL
STOR STORAGE
STN STAIN
SV SHEET VINYL
TB TACK BOARD
TEMP TEMPORARY
TTD TOILET TISSUE DISPENSER
TYP TYPICAL
UR URINAL
US UTILITY SHELF
VCT VINYL COMPOSITE TILE
VIF VERIFY IN FIELD
VWC VINYL WALL COVERING
WC WATER CLOSET
WD WOOD
WOM WALK-OFF MAT
WMP WIRE MESH PARTITION
WP WEATHER PROOF
WR WEATHER RESISTANT
WWF WELDED WIRE FABRIC
VCT
WALK OFF
MAT
RESINOUS
FLOORING
PLASTIC
LUXURY
VINYL TILE
CARPET
CERAMIC TILE
" 34
WC LAV
MR
18"
TTD
HD
SIGN
8" MAX.
DOOR SIGN
UR-L
DF-L
MB / TB
PTD PTD/R SD SND RH
7'- 0"
SH GB-2 & GB-3
12"
40"
6"
GB-1
1'-2" 4"
DF-H
MBH US
" 44
SB
FEC
GB-4 & GB-5
FE
12"
TREAD
LENGTH
STAIR HAND RAIL
6"
UR-H
" 54
EXIT
ELECTRICAL ITEMS
O U
TL
ET
S
SW
IT
C H
ES
O U
TL
ET
S
BO
XE
SSP
EA
KE
R
S
ST
R
O
BE
S
LI
G
H
TE
D E
XI
T
SI
G
N S
18"
FRONT APPROACH
PULL SIDE
36"
HINGE APPROACH
PULL SIDE
42"
HINGE APPROACH
PULL SIDE
24"
LATCH APPROACH
PULL SIDE
FRONT APPROACH
PUSH SIDE
LATCH APPROACH
PUSH SIDE
HINGE APPROACH
PUSH SIDE
12"
24" 22"32"
MIN.
32"
MIN.
32"
MIN.
32"
MIN.
32"
MIN.
32"
MIN.
32"
MIN.
4'-0"
TWO DOOR IN A SERIES
OUTWARD SWINGS
TWO DOOR IN A SERIES
INWARD/OUTWARD SWING
TWO DOOR IN A SERIES
INWARD SWINGS
Ø5'-0" Ø5'-0"Ø5'-0"
DOOR
WIDTH
MI
N. 32
MI
N. 32
MI
N.
4'-0"DOOR
WIDTH
DOOR
WIDTH
1'- 8"
1'- 8"
1'- 8"
MI
N.32
MI
N.32
MI
N.
90.0°
90.0°
90.0°
90.0°
90.0°
90.0°
90.0°
WALL-HUNG
ACCESSIBLE WATER CLOSET
FLOOR-MOUNTED
ACCESSIBLE WATER CLOSET
60" 60" 18" 18"
4" 4"
36" 18"18"
AMBULATORY
ACCESSIBLE WATER CLOSET
32" MIN.32" MIN.32" MIN.
ACCESSIBLE WATER CLOSET
60" 18"
36" 18"18"
STANDARD
WATER CLOSET
32" MIN.
36" 6"36" 6"
36" 6"
ARCHITECTURE GENERAL
NOTES & SYMBOLS A-001
APPROVED DRAWING TITLE
DATE
LOCATION
CHECKED PROJECT NUMBER
DRAWING NUMBER
DESCRIPTION DATE
DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:
C
Office of Construction and Facilities Management
1 3 4 5 6
B
A
D
E
C
B
A
D
E
BUILDING NUMBER
DRAWN
SEAL:
MARK
03-31-2020
DALLAS, TEXAS
916CM2012
DALLAS - FORT WORTH
NATIONAL CEMETERY
Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying
Calibre Engineering, Inc.
Cemetery Expertise:
MKEC Engineering Ken Kallenbach
(316) 684-9600
Architect:
TK-Architecture, LLC Thomas J. Kapels
(719) 325-9303
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
Water Resources:
Leonard Rice Engineers Dave Colvin
(303) 867-7662
MEP:
Miller Remick MEP Tom Chapman
(856) 429-4000
Cost Estimating:
MOCA Cost Engineering Todd Waddle
(850) 389-8131
Surveying:
Fabre Engineering & Surveying Frank Fabre
(850) 433-6438
Geotechnical Engineering:
Terracon Consultants Jennifer Peters
(210) 907-7648
PHASE FOUR DEVELOPMENT
OF 246
TJK
1001, 1301, & 3004
3-31-2020
L
K
J
H
G
F.5
F
E
D
C
B.1
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
16 17
B
16 17
MAINT
STORAGE
STORAGE
PEST/
INSECT
RECYCLE
WASH
BAY
FLAMMABLE
STORAGE
CLERK
PARTS &
TOOLS
11.1 13.1
K.9
BREEZE-
WAY
UNIFORM
ELEC
WOMEN
LOCKER
124 MEN
LOCKER
GENERAL
FOREMAN
GROUNDS
FOREMAN
MAINT
OFFICE
PLANS
BREAK
ROOM
ADMIN
OFFICE
ASST
DIRECTOR
BUDGET
OFFICE
DIRECTOR
OFFICE
WORK
LEADER
INTERM
FOREMAN
CORRIDOR
STOR
OPERATIONS
CENTER
GENERAL
OFFICE
ENTRY
JAN
TOILET
TOILET
1 1
2 2 2 2
7 5
1 3
6 6
5 7
5 5
5 9
MAINTENANCE FACILITY
FLOOR DEMOLITION PLAN
1. REMOVE AND DISPOSE OF EXISTING DOOR AND FRAME
2. REMOVE AND DISPOSE OF EXISTING WINDOW
3. REMOVE AND DISPOSE OF EXISTING INTERIOR PARTITION
4. REMOVE AND DISPOSE OF EXISTING FLOOR TILE
5. REMOVE AND DISPOSE OF EXISTING CEILING
6. REMOVE AND DISPOSE OF EXISTING RESILIENT FLOORING AND
BASE
7. REMOVE AND DISPOSE OF EXISTING CARPETING AND BASE
8. REMOVE AND DISPOSE OF EXISTING TOILET PARTITIONS &
TOILET ACCESSORIES
9. REMOVE AND DISPOSE OF EXISTING LOCKERS
10. REMOVE AND DISPOSE OF EXISTING CASEWORK
11. REMOVE AND DISPOSE OF EXISTING COUNTERTOP
12. REMOVE AND DISPOSE OF EXISTING SHELF AND HANGER ROD
KEY NOTES
AD101
SCALE: 1/8" = 1'-0"
FLOOR DEMOLITION PLAN - MAINTENANCE FACILITY1
PLAN
NORTH
0 4 8 16
APPROVED DRAWING TITLE
DATE
LOCATION
CHECKED PROJECT NUMBER
DRAWING NUMBER
DESCRIPTION DATE
DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:
C
Office of Construction and Facilities Management
1 3 4 5 6
B
A
D
E
C
B
A
D
E
BUILDING NUMBER
DRAWN
SEAL:
MARK
03-31-2020
DALLAS, TEXAS
916CM2012
DALLAS - FORT WORTH
NATIONAL CEMETERY
Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying
Calibre Engineering, Inc.
Cemetery Expertise:
MKEC Engineering Ken Kallenbach
(316) 684-9600
Architect:
TK-Architecture, LLC Thomas J. Kapels
(719) 325-9303
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
Water Resources:
Leonard Rice Engineers Dave Colvin
(303) 867-7662
MEP:
Miller Remick MEP Tom Chapman
(856) 429-4000
Cost Estimating:
MOCA Cost Engineering Todd Waddle
(850) 389-8131
Surveying:
Fabre Engineering & Surveying Frank Fabre
(850) 433-6438
Geotechnical Engineering:
Terracon Consultants Jennifer Peters
(210) 907-7648
PHASE FOUR DEVELOPMENT
OF 246
TJK
A-301
A-201
A-201
A-201
A-2011
A-401
A-301
L
K
J
H
G
F.5
F
E
D
C
B.1
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
16 17
B
16 17
MAINT
STORAGE
STORAGE
PEST/
INSECT
RECYCLE
WASH
BAY
FLAMMABLE
STORAGE
CLERK
PARTS &
TOOLS
11.1 13.1
K.9
BREEZE-
WAY
UNIFORM
ELEC
VITREOUS CHINALAVATORYPINOIRK-2035-8
ENTRY
TRAINING
ROOM
MULTI-USE
TRAINING
COMPUTER
TRAINING
GROUNDS
FOREMAN
INTERMENT
FOREMAN
GENERAL
FOREMAN
HALL
TELECOM
TOILET
TOILET
WORK
LEADERS
HONOR
GUARD
STOR
BREAK
CORRIDOR
M. LOCKER
W. LOCKER
CUST
STOR
A-401
118B
118A
120119 12
3A
3B
3C
3D
3E
10'-2"5"±11'-0" 5" 9'-7" 5" ±19'-0"
5" ±3'-11"24'-4"5"18'-8"5"±11'-0"
9'- 3"
5"
8'- 6"
5" 5"
± 2 0'-
0" ± 2
0'- 0"
7'-11"±16'-10" 19'-6" 7'-11" ±7'-0"
3B
BN
3BBN
3BBN
3B
BN
3BBN
3B
BN
3BBN
3A
BN
3A
BN
3BEN
6MBN 6MBN 6MBN
INFILL
IN
FI
LL
INFILL INFILL INFILL
W4 W4 W4
3'- 0"
7"
3'- 0"
7"
3B
BN
3AEN
3AEN
6'- 2"
2'-8"4
W4 W4
MAINTENANCE FACILITY
FLOOR PLAN
1. CONCRETE UNIT MASONRY
2. STRUCTURAL METAL STUD FRAMING
3. FULLY RECESSED FIRE EXTINGUISHER CABINET; RE: DETL 8 /
A-512
4. 24" x 36" ACCESS PANEL
KEY NOTES
A-101
SCALE: 1/8" = 1'-0"
FLOOR PLAN - MAINTENANCE FACILITY1
PLAN
NORTH
0 4 8 16
APPROVED DRAWING TITLE
DATE
LOCATION
CHECKED PROJECT NUMBER
DRAWING NUMBER
DESCRIPTION DATE
DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:
C
Office of Construction and Facilities Management
1 3 4 5 6
B
A
D
E
C
B
A
D
E
BUILDING NUMBER
DRAWN
SEAL:
MARK
03-31-2020
DALLAS, TEXAS
916CM2012
DALLAS - FORT WORTH
NATIONAL CEMETERY
Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying
Calibre Engineering, Inc.
Cemetery Expertise:
MKEC Engineering Ken Kallenbach
(316) 684-9600
Architect:
TK-Architecture, LLC Thomas J. Kapels
(719) 325-9303
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
Water Resources:
Leonard Rice Engineers Dave Colvin
(303) 867-7662
MEP:
Miller Remick MEP Tom Chapman
(856) 429-4000
Cost Estimating:
MOCA Cost Engineering Todd Waddle
(850) 389-8131
Surveying:
Fabre Engineering & Surveying Frank Fabre
(850) 433-6438
Geotechnical Engineering:
Terracon Consultants Jennifer Peters
(210) 907-7648
PHASE FOUR DEVELOPMENT
OF 246
TJK
2 3 4 5
H
G
F
E
D
C
B
A
ENTRY
OPERATIONS
CENTER
TOILET
TOILET
LOBBY
RECEPTION
CONF
TOILET
TOILET
CORRIDOR
BREAK
MECH
STOR
OPEN
OFFICE
BUDGET
OFFICE
ADMIN
OFFICE
ASST
DIRECT
CEMETERY
DIRECT
ASST
DIRECT
TELECOM
2 3 4 5
G
F
E
D
C
B
A
H
10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
'-0
'-0
'-0
'-0
'-0
'-0
'-0
'-0
'-0
'-0
'-0
'-0
'-0
'-0
A-302
A-302
A-302
A-302
A-202
A-202
A-202
A-202
A-202
A-202
A-202
A-202
4'- 8"
6'- 0"
3'- 4"
8'- 8"
4'- 8"
5'- 4"
4'- 8"
5'- 4"
4'- 8"
5'- 4"
4'- 8"
5'- 4"
4'- 8"
5'- 4"
4'- 8"
3'- 8"
5'- 0"
'-0
11'-8"3'-4"37'-0" 52'-0"
4'- 8"
5'- 0"
3'- 4"
4'- 8"
'-0
52'-0"
'-0
53'-0"
'-0
'-2
11'-2"
'-6
9'-6"54'-8"
'-8
SLOPE
5:12
SLOPE
5:12
SLOPE
5:12
SLOPE
5:12
SL
O
PE
5:
SL
O
PE
5:
SL
O
PE
2:
SL
O
PE
2:
SLOPE
2:12
SLOPE
2:12
A-401
A-401
101A 101B
4A
4B
W
W
W
W
W
W
W
W
W
5'-0"5'-0"4'-8"
W2W2W2 W2 W2 W2
5'-0" 5'-0" 4'-8"
4'- 8"
W
5'- 4"
4'- 8"
5'- 4"
4'- 8"
5'- 4"
4'- 8"
W
W
W
W
W
W
W
5'-0" 5" 5"
11'-2"5"5'-5"16'-10"
'-2
'-9
5" 5"
5" 5"
5"
'-9
'-9
'-9
10'-0"
3'- 8"
5"
'-5
5" 9'-10" 5" 15'-5"
5" 16'-10"
5" 5'-
0"
'-3
5"
'-2
'-0
5"
'-5
17'-8"
3'- 4"
8'- 8"
'-8
3BBN
3B
BN
3B
BN
3BBN
3B
BN
3BBN
3B
BN
3BBN3BB1
3BB1
3B
BN
3B
BN
3B
BN
3B
BN
3B
BN
3BBN
3BEN
3BEN
3B
EN
3H
BN
3BBN
3B
BN
3B
EN
3HBN
3BBN
3BB1
3BEN
3B E1
L1
5'-0"
7'- 8"
5" 5'-
ADMINISTRATION FACILITY
FLOOR & ROOF PLAN
KEY NOTES
A-102
SCALE: 1/8" = 1'-0"
FLOOR PLAN - ADMINISTRATION FACILITY1
PLAN
NORTH
APPROVED DRAWING TITLE
DATE
LOCATION
CHECKED PROJECT NUMBER
DRAWING NUMBER
DESCRIPTION DATE
DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:
C
Office of Construction and Facilities Management
1 3 4 5 6
B
A
D
E
C
B
A
D
E
BUILDING NUMBER
DRAWN
SEAL:
MARK
03-31-2020
DALLAS, TEXAS
916CM2012
DALLAS - FORT WORTH
NATIONAL CEMETERY
Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying
Calibre Engineering, Inc.
Cemetery Expertise:
MKEC Engineering Ken Kallenbach
(316) 684-9600
Architect:
TK-Architecture, LLC Thomas J. Kapels
(719) 325-9303
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
Water Resources:
Leonard Rice Engineers Dave Colvin
(303) 867-7662
MEP:
Miller Remick MEP Tom Chapman
(856) 429-4000
Cost Estimating:
MOCA Cost Engineering Todd Waddle
(850) 389-8131
Surveying:
Fabre Engineering & Surveying Frank Fabre
(850) 433-6438
Geotechnical Engineering:
Terracon Consultants Jennifer Peters
(210) 907-7648
PHASE FOUR DEVELOPMENT
OF 246
0 4 8 16
TJK
RAINFALL INTENSITY (10-YEAR)
DALLAS, TEXAS = 7.6 IN / HR
ROOF AREA DRAINAGE PER DOWNSPOUT AREA
AREA A: 3,332 SF / 3 DS = 1,110 SF PER DS AREA
AREA B: 2,626 SF / 3 DS = 875 SF PER DS AREA
MINIMUM AREA PER DOWNSPOUT = 7.30 IN2
MINIMUM DOWNSPOUT SIZE = 3 IN x 4 IN
MINIMUM GUTTER SIZE
DEPTH = 4.5 IN
WIDTH = 6 IN
ROOF DRAINAGE
1. CONCRETE UNIT MASONRY
2. STANDING SEAM METAL ROOFING
3. SHEET METAL GUTTER
4. SHEET METAL DOWNSPOUT
5. PRECAST SPLASH BLOCK
6. FULLY RECESSED FIRE EXTINGUISHER CABINET; RE: DETL 8 /
A-512
7. VENT PIPE THROUGH ROOF; RE: DETL 18 / A-501
8. EXHAUST STACK; RE: MECH
9. INSET STONE PAVERS
10. DOOR OPERATOR POWER ACCUATOR BUTTON
SCALE: 1/8" = 1'-0"
ROOF PLAN - ADMINISTRATION FACILITY2
PLAN
NORTH
0 4 8 16
A
D
2 4 5
SOIL
STORAGE
B
C
18'-0" 18'-0" 18'-0" 18'-0" 18'-0"
'-4
A-203
A-203
A-203
A-203
A-303
A-303
A
D
2 3 4 5 6
B
C
18'-0" 18'-0" 18'-0" 18'-0" 18'-0"
A-203
A-203
A-203
A-203
A-303
A-303
101A
101B
SL
O
PE
2:
'-0
3'-
4" 3'-
4"
'-0
'-0
7'- 4"
'-0
91'-0"
'-0
7'-
4"
'-0
92'-0"
'-0
1 1
'-4
'-4
'-4
'-4
'-4
7 7
SL
O
PE
2:
SL
O
PE
2:
SL
O
PE
2:
SL
O
PE
2:
SL
O
PE
2:
SL
O
PE
2:
SL
O
PE
2:
8 8 8 8 8
88888
3'- 4"
3'- 4"
4 4
4 55
1C
1D
6 6
11 11
2 2 2 2 2 2
2 2 2 2 2 2
SOIL STORAGE BUILDING
FLOOR & ROOF PLAN
1. CAST-IN-PLACE CONCRETE WALL; RE: STRU
2. 4" x 4" x 3/8" STEEL ANGLE CORNER GUARDS
3. PIPE BOLLARD
4. SHEET METAL GUTTER
5. SHEET METAL DOWNSPOUT
6. PRECAST SPLASH BLOCK
7. SECTIONAL DOOR
8. UNIT SKYLIGHT
9. FIRE EXTINGUISHER
10. PREFABRICATED METAL BUILDING
11. STANDING SEAM METAL ROOF
KEY NOTES
A-103
SCALE: 1/8" = 1'-0"
ROOF PLAN - SOIL STORAGE BUILDING2
APPROVED DRAWING TITLE
DATE
LOCATION
CHECKED PROJECT NUMBER
DRAWING NUMBER
DESCRIPTION DATE
DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:
C
Office of Construction and Facilities Management
1 3 4 5 6
B
A
D
E
C
B
A
D
E
BUILDING NUMBER
DRAWN
SEAL:
MARK
03-31-2020
DALLAS, TEXAS
916CM2012
DALLAS - FORT WORTH
NATIONAL CEMETERY
Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying
Calibre Engineering, Inc.
Cemetery Expertise:
MKEC Engineering Ken Kallenbach
(316) 684-9600
Architect:
TK-Architecture, LLC Thomas J. Kapels
(719) 325-9303
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
Water Resources:
Leonard Rice Engineers Dave Colvin
(303) 867-7662
MEP:
Miller Remick MEP Tom Chapman
(856) 429-4000
Cost Estimating:
MOCA Cost Engineering Todd Waddle
(850) 389-8131
Surveying:
Fabre Engineering & Surveying Frank Fabre
(850) 433-6438
Geotechnical Engineering:
Terracon Consultants Jennifer Peters
(210) 907-7648
PHASE FOUR DEVELOPMENT
OF 246
0 4 8 16
SCALE: 1/8" = 1'-0"
FLOOR PLAN - SOIL STORAGE BUILDING1 0 4 8 16
TJK
PLAN
NORTH
PLAN
NORTH
RAINFALL INTENSITY (10-YEAR)
DALLAS, TEXAS = 7.6 IN / HR
ROOF AREA DRAINAGE PER DOWNSPOUT AREA
AREA A: 2,070 SF / 2 DS = 1,035 SF PER DS AREA
AREA B: 2,070 SF / 2 DS = 1,035 SF PER DS AREA
MINIMUM AREA PER DOWNSPOUT = 6.47 IN2
MINIMUM DOWNSPOUT SIZE = 3 IN x 4 IN
MINIMUM GUTTER SIZE
DEPTH = 4.5 IN
WIDTH = 6 IN
ROOF DRAINAGE
G
EN
ER
AT
O R
'-8
12'-0"
A-104
A-104
A-104
HEIGHT = 100'-0"
GROUND LEVEL
HEIGHT = 110'-0"
T.O. MASONRY
HEIGHT = 100'-0"
GROUND LEVEL
HEIGHT = 110'-0"
T.O. MASONRY
HEIGHT = 100'-0"
GROUND LEVEL
HEIGHT = 110'-0"
T.O. MASONRY
3'-0"
MIN.
3'- 0"
MI
N.
3'- 0"
MI
N.
A-104
CJ CJ
HEIGHT = 97'-6"
B.O. FOUNDATION
HEIGHT = 97'-6"
B.O. FOUNDATION
HEIGHT = 97'-6"
B.O. FOUNDATION
A-104
HEIGHT = 100'-0"
GROUND LEVEL
HEIGHT = 110'-0"
T.O. MASONRY
HEIGHT = 97'-6"
B.O. FOUNDATION
1'-6" 1'-6"9'-0"
GENERATOR
CAST STONE CAP
CONCRETE MASONRY
FILLED w/ GROUT
CAST-IN-PLACE
CONCRETE
FOUNDATION
COMPACTED SAND &
GRAVEL BED
1. CAST-IN-PLACE CONCRETE
2. CONCRETE UNIT MASONRY
3. CAST STONE
KEY NOTES
SCALE: 1/4" = 1'-0"
EXTERIOR ELEVATION - NORTH3
SCALE: 1/4" = 1'-0"
GENERATOR SCREEN WALL PLAN1
GENERATOR
SCREEN WALL A-104
SCALE: 1/4" = 1'-0"
EXTERIOR ELEVATION - WEST4 SCALE: 1/4" = 1'-0"
EXTERIOR ELEVATION - SOUTH5
SCALE: 3/4" = 1'-0"
GENERATOR SCREEN WALL SECTION2
APPROVED DRAWING TITLE
DATE
LOCATION
CHECKED PROJECT NUMBER
DRAWING NUMBER
DESCRIPTION DATE
DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:
C
Office of Construction and Facilities Management
1 3 4 5 6
B
A
D
E
C
B
A
D
E
BUILDING NUMBER
DRAWN
SEAL:
MARK
03-31-2020
DALLAS, TEXAS
916CM2012
DALLAS - FORT WORTH
NATIONAL CEMETERY
Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying
Calibre Engineering, Inc.
Cemetery Expertise:
MKEC Engineering Ken Kallenbach
(316) 684-9600
Architect:
TK-Architecture, LLC Thomas J. Kapels
(719) 325-9303
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
Water Resources:
Leonard Rice Engineers Dave Colvin
(303) 867-7662
MEP:
Miller Remick MEP Tom Chapman
(856) 429-4000
Cost Estimating:
MOCA Cost Engineering Todd Waddle
(850) 389-8131
Surveying:
Fabre Engineering & Surveying Frank Fabre
(850) 433-6438
Geotechnical Engineering:
Terracon Consultants Jennifer Peters
(210) 907-7648
PHASE FOUR DEVELOPMENT
OF 246
0 2 4 8
PLAN
NORTH
TJK
A-301
9'-0"
CJCJ
CJ CJ
A-301
VITREOUS CHINALAVATORYPINOIRK-2035-8
CJ
STC-47 STC-47 STC-47 STC-47 STC-47
STC
-47
STC-47
STC
-47
STC-47
ST
C
-4
STC-47 STC-47 STC-47
ST
C
-4
ST
C
-4
STC-47 STC-47
ST
C
-4
ST
C
-4
ST
C
-4
ST
C
-4
STC-47STC-47STC-47STC-47STC-47STC-47STC-47STC-47
ST
C
-4
ST
C
-4
STC
-47
STC
-47
STC-47
STC
-47
STC
-47
STC-47 STC-47
STC
-47
STC
-47
STC
-47
STC
-47
STC-47 STC-47
STC-47
STC-47 STC-47 STC-47 STC-47
STC-47
STC-47
STC
-47
STC-47
STC
-47
STC
-47
STC
-47
STC-47
9'-0"
9'-0"
9'-0"
9'-0"9'-0"9'-0"
9'-0"
9'-0"
9'-0"
8'-10" 9'-0"
9'-0"
9'-0" 9'-0"
9'-0"
10'-0"
9' -0
9'-0"
1FBR
1FBR
1FBR
1F
BR
1F
BR
1FBR
9'-0"
9'-0"
8'-10"
MAINTENANCE FACILITY
CEILING PLAN
1. EXISTING EXPOSED WOOD DECKING
KEY NOTES
A-111
SCALE: 1/8" = 1'-0"
CEILING PLAN - MAINTENANCE FACILITY1
PLAN
NORTH
0 4 8 16
APPROVED DRAWING TITLE
DATE
LOCATION
CHECKED PROJECT NUMBER
DRAWING NUMBER
DESCRIPTION DATE
DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:
C
Office of Construction and Facilities Management
1 3 4 5 6
B
A
D
E
C
B
A
D
E
BUILDING NUMBER
DRAWN
SEAL:
MARK
03-31-2020
DALLAS, TEXAS
916CM2012
DALLAS - FORT WORTH
NATIONAL CEMETERY
Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying
Calibre Engineering, Inc.
Cemetery Expertise:
MKEC Engineering Ken Kallenbach
(316) 684-9600
Architect:
TK-Architecture, LLC Thomas J. Kapels
(719) 325-9303
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
Water Resources:
Leonard Rice Engineers Dave Colvin
(303) 867-7662
MEP:
Miller Remick MEP Tom Chapman
(856) 429-4000
Cost Estimating:
MOCA Cost Engineering Todd Waddle
(850) 389-8131
Surveying:
Fabre Engineering & Surveying Frank Fabre
(850) 433-6438
Geotechnical Engineering:
Terracon Consultants Jennifer Peters
(210) 907-7648
PHASE FOUR DEVELOPMENT
OF 246
LEGEND
A-302
A-302
ST
C
-4
ST
C
-4
ST
C
-4
ST
C
-4
ST
C
-4
STC-47
STC
-47
STC
-47
STC
-47
STC
-47
ST
C
-4
ST
C
-4
STC-47
STC-47 STC-47
STC
-47
STC
-47
STC-47
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"9'-0"
9'-0"9'-0" 9'-4"
9'-0"
9'-0"
9'-0"
10'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
10'-0"
8'-2"
9'-2"
8'-10"
8'-10"
8'-0"
8'-2"
ADMINISTRATION FACILITY
REFLECTED CEILING PLAN
KEY NOTES
A-112
SCALE: 1/8" = 1'-0"
REFLECTED CEILING PLAN - ADMINISTRATION FACILITY1
PLAN
NORTH
APPROVED DRAWING TITLE
DATE
LOCATION
CHECKED PROJECT NUMBER
DRAWING NUMBER
DESCRIPTION DATE
DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:
C
Office of Construction and Facilities Management
1 3 4 5 6
B
A
D
E
C
B
A
D
E
BUILDING NUMBER
DRAWN
SEAL:
MARK
03-31-2020
DALLAS, TEXAS
916CM2012
DALLAS - FORT WORTH
NATIONAL CEMETERY
Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying
Calibre Engineering, Inc.
Cemetery Expertise:
MKEC Engineering Ken Kallenbach
(316) 684-9600
Architect:
TK-Architecture, LLC Thomas J. Kapels
(719) 325-9303
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
Water Resources:
Leonard Rice Engineers Dave Colvin
(303) 867-7662
MEP:
Miller Remick MEP Tom Chapman
(856) 429-4000
Cost Estimating:
MOCA Cost Engineering Todd Waddle
(850) 389-8131
Surveying:
Fabre Engineering & Surveying Frank Fabre
(850) 433-6438
Geotechnical Engineering:
Terracon Consultants Jennifer Peters
(210) 907-7648
PHASE FOUR DEVELOPMENT
OF 246
0 4 8 16
TJK
1. EXPOSED WOOD DECKING
LEGEND
123456789101112131415161718
FINISHED FLOOR
HEIGHT = 100'-0"
TOP OF ROOF
HEIGHT = 121'-10"
A-301
11.113.1
6 6
5 5 5
44 2
A-311
A-311
6W4 W4 W4 W4 W4
FEDC G H J KF.5
FINISHED FLOOR
HEIGHT = 100'-0"
TOP OF ROOF
HEIGHT = 121'-10"
A-301
5 5
4 4
F E D CGHJK F.5
FINISHED FLOOR
HEIGHT = 100'-0"
TOP OF ROOF
HEIGHT = 121'-10"
L
5 55
4 4
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
FINISHED FLOOR
HEIGHT = 100'-0"
TOP OF ROOF
HEIGHT = 121'-10"
A-301
11.1 13.1
5 55
4 43
1. EXISTING CAST-IN-PLACE CONCRETE GRADE BEAM
2. EXISTING STANDING SEAM METAL ROOFING
3. EXISTING ALUMINUM SWING DOOR
4. EXISTING ALUMINUM WINDOW
5. EXISTING BORED PILES
6. NEW CONCRETE UNIT MASONRY
KEY NOTES
SCALE: 1/8" = 1'-0"
EXTERIOR ELEVATION - NORTH1
MAINTENANCE FACILITY
EXTERIOR ELEVATIONS A-201
SCALE: 1/8" = 1'-0"
EXTERIOR ELEVATION - WEST2
APPROVED DRAWING TITLE
DATE
LOCATION
CHECKED PROJECT NUMBER
DRAWING NUMBER
DESCRIPTION DATE
DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:
C
Office of Construction and Facilities Management
1 3 4 5 6
B
A
D
E
C
B
A
D
E
BUILDING NUMBER
DRAWN
SEAL:
MARK
03-31-2020
DALLAS, TEXAS
916CM2012
DALLAS - FORT WORTH
NATIONAL CEMETERY
Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying
Calibre Engineering, Inc.
Cemetery Expertise:
MKEC Engineering Ken Kallenbach
(316) 684-9600
Architect:
TK-Architecture, LLC Thomas J. Kapels
(719) 325-9303
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
Water Resources:
Leonard Rice Engineers Dave Colvin
(303) 867-7662
MEP:
Miller Remick MEP Tom Chapman
(856) 429-4000
Cost Estimating:
MOCA Cost Engineering Todd Waddle
(850) 389-8131
Surveying:
Fabre Engineering & Surveying Frank Fabre
(850) 433-6438
Geotechnical Engineering:
Terracon Consultants Jennifer Peters
(210) 907-7648
PHASE FOUR DEVELOPMENT
OF 246
SCALE: 1/8" = 1'-0"
EXTERIOR ELEVATION - EAST3
SCALE: 1/8" = 1'-0"
EXTERIOR ELEVATION - SOUTH4
TJK
G F E D C B A
HEIGHT = 100'-0"
H
TOP OF ROOF
HEIGHT = 122'-0"
10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"10'-0"
A-302
2 2
3 3
4 44
CJ CJ
W2 W2 W2 W2 W2 W2 W2 W2
W1 W1
FINISHED FLOOR
HEIGHT = 100'-0"
1 2 3 4 5 6
TOP OF ROOF
HEIGHT = 122'-0"
10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
A-302
2 2
5 5
CJ
FINISHED FLOOR
HEIGHT = 100'-0"
123456
TOP OF ROOF
HEIGHT = 122'-0"
10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
A-302
2 2
3 3
5 5
CJ CJ CJCJ
W3 W3 W3 W3 W3 W3
A
FINISHED FLOOR
HEIGHT = 100'-0"
B C D E F G H
5 12
TOP OF ROOF
HEIGHT = 122'-0"
10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
A-302
2 2
44 4
CJ CJ CJ CJ CJ CJ CJ
CJ
10 11
W1 W1 W1 W1 W1 W1 W1
1. CAST-IN-PLACE CONCRETE GRADE BEAM; RE: STRU
2. CONCRETE UNIT MASONRY (CMU-1)
3. CONCRETE UNIT MASONRY (CMU-2)
4. CAST STONE
5. STANDING SEAM METAL ROOFING
6. SHEET METAL GUTTER
7. SHEET METAL DOWNSPOUT
8. PRECAST CONCRETE SPLASH BLOCK
9. LOUVER; RE: MECH
10. VENT PIPE THROUGH ROOF; RE: PLMB
11. EXHAUST STACK; RE: MECH
12. BORED PILES; RE: STRU
KEY NOTES
SCALE: 1/8" = 1'-0"
EXTERIOR ELEVATION - WEST1
A-202
SCALE: 1/8" = 1'-0"
EXTERIOR ELEVATION - SOUTH2
APPROVED DRAWING TITLE
DATE
LOCATION
CHECKED PROJECT NUMBER
DRAWING NUMBER
DESCRIPTION DATE
DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:
C
Office of Construction and Facilities Management
1 3 4 5 6
B
A
D
E
C
B
A
D
E
BUILDING NUMBER
DRAWN
SEAL:
MARK
03-31-2020
DALLAS, TEXAS
916CM2012
DALLAS - FORT WORTH
NATIONAL CEMETERY
Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying
Calibre Engineering, Inc.
Cemetery Expertise:
MKEC Engineering Ken Kallenbach
(316) 684-9600
Architect:
TK-Architecture, LLC Thomas J. Kapels
(719) 325-9303
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
Water Resources:
Leonard Rice Engineers Dave Colvin
(303) 867-7662
MEP:
Miller Remick MEP Tom Chapman
(856) 429-4000
Cost Estimating:
MOCA Cost Engineering Todd Waddle
(850) 389-8131
Surveying:
Fabre Engineering & Surveying Frank Fabre
(850) 433-6438
Geotechnical Engineering:
Terracon Consultants Jennifer Peters
(210) 907-7648
PHASE FOUR DEVELOPMENT
OF 246
SCALE: 1/8" = 1'-0"
EXTERIOR ELEVATION - NORTH3 SCALE: 1/8" = 1'-0"
EXTERIOR ELEVATION - EAST4
TJK
ADMINISTRATION FACILITY
EXTERIOR ELEVATIONS
HEIGHT = 100'-0"
A-303
AD
TOP OF WALL
HEIGHT = 120'-0"
TOP OF ROOF
HEIGHT = 123'-9"
BOTTOM OF PANEL
HEIGHT = 108'-8" 16
'-0
16'-0"
C B
17'-4"13'-4" 13'-4"
FINISHED FLOOR
HEIGHT = 100'-0"
1 2 4 5
18'-0" 18'-0" 18'-0"
A-303
18'-0"
18'-0"
TOP OF WALL
HEIGHT = 120'-0"
TOP OF ROOF
HEIGHT = 123'-9"
BOTTOM OF PANEL
HEIGHT = 108'-8"
CJ CJ CJ CJ CJ
88888
6 6
17'-4"
FINISHED FLOOR
HEIGHT = 100'-0"
TOP OF ROOF
HEIGHT = 123'-9"
A-303
A D
TOP OF WALL
HEIGHT = 120'-0"
BOTTOM OF PANEL
HEIGHT = 108'-8" 16
'-0
16'-0"
B C
13'-4" 13'-4"
FINISHED FLOOR
HEIGHT = 100'-0"
18'-0"18'-0"18'-0"
A-303
18'-0"
18'-0"
TOP OF WALL
HEIGHT = 112'-3"
TOP OF ROOF
HEIGHT = 116'-0"
BOTTOM OF PANEL
HEIGHT = 108'-8"
CJ CJ CJ CJ CJ
88888
6 6
APPROVED DRAWING TITLE
DATE
LOCATION
CHECKED PROJECT NUMBER
DRAWING NUMBER
DESCRIPTION DATE
DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:
C
Office of Construction and Facilities Management
1 3 4 5 6
B
A
D
E
C
B
A
D
E
BUILDING NUMBER
DRAWN
SEAL:
MARK
03-31-2020
DALLAS, TEXAS
916CM2012
DALLAS - FORT WORTH
NATIONAL CEMETERY
Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying
Calibre Engineering, Inc.
Cemetery Expertise:
MKEC Engineering Ken Kallenbach
(316) 684-9600
Architect:
TK-Architecture, LLC Thomas J. Kapels
(719) 325-9303
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
Water Resources:
Leonard Rice Engineers Dave Colvin
(303) 867-7662
MEP:
Miller Remick MEP Tom Chapman
(856) 429-4000
Cost Estimating:
MOCA Cost Engineering Todd Waddle
(850) 389-8131
Surveying:
Fabre Engineering & Surveying Frank Fabre
(850) 433-6438
Geotechnical Engineering:
Terracon Consultants Jennifer Peters
(210) 907-7648
PHASE FOUR DEVELOPMENT
OF 246
KEY NOTES
SOIL STORAGE BUILDING
EXTERIOR ELEVATIONS A-203
TJK
SCALE: 1/8" = 1'-0"
EXTERIOR ELEVATION - NORTH1
SCALE: 1/8" = 1'-0"
EXTERIOR ELEVATION - EAST3
SCALE: 1/8" = 1'-0"
EXTERIOR ELEVATION - WEST2
SCALE: 1/8" = 1'-0"
EXTERIOR ELEVATION - SOUTH4
1. CAST-IN-PLACE CONCRETE GRADE BEAM; RE: STRU
2. CAST-IN-PLACE CONCRETE WALL; RE: STRU
3. PIPE BOLLARD
4. GUTTER
5. DOWNSPOUT
6. PRECAST SPLASH BLOCK
7. SECTIONAL DOOR
8. UNIT SKYLIGHTS
9. PREFABRICATED METAL BUILDING
10. BORED PILES; RE: STRU
K J H G F E D C
HEIGHT = 100'-0"
TOP OF BEAM
HEIGHT = 110'-6-3/4"
TOP OF PLATE
HEIGHT = 108'-0"
TOP OF ROOF
HEIGHT = 121'-10"
F.5
3 3
3 3
7 78
A-311
FINISHED FLOOR
HEIGHT = 100'-0"
TOP OF BEAM
HEIGHT = 110'-6-3/4"
10987654321
1H R
S 1H
R S 1H
R S
1H R
S
1 12 2 2 2
3 3
66 6
111313
1414 14
APPROVED DRAWING TITLE
DATE
LOCATION
CHECKED PROJECT NUMBER
DRAWING NUMBER
DESCRIPTION DATE
DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:
C
Office of Construction and Facilities Management
1 3 4 5 6
B
A
D
E
C
B
A
D
E
BUILDING NUMBER
DRAWN
SEAL:
MARK
03-31-2020
DALLAS, TEXAS
916CM2012
DALLAS - FORT WORTH
NATIONAL CEMETERY
Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying
Calibre Engineering, Inc.
Cemetery Expertise:
MKEC Engineering Ken Kallenbach
(316) 684-9600
Architect:
TK-Architecture, LLC Thomas J. Kapels
(719) 325-9303
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
Water Resources:
Leonard Rice Engineers Dave Colvin
(303) 867-7662
MEP:
Miller Remick MEP Tom Chapman
(856) 429-4000
Cost Estimating:
MOCA Cost Engineering Todd Waddle
(850) 389-8131
Surveying:
Fabre Engineering & Surveying Frank Fabre
(850) 433-6438
Geotechnical Engineering:
Terracon Consultants Jennifer Peters
(210) 907-7648
PHASE FOUR DEVELOPMENT
OF 246
KEY NOTES
SCALE: 1/4" = 1'-0"
BUILDING CROSS SECTION (LOOKING NORTH)2
SCALE: 1/4" = 1'-0"
BUILDING CROSS SECTION (LOOKING WEST)1
MAINTENANCE FACILITY
BUILDING CROSS SECTIONS A-301
TJK
1. EXISTING CAST-IN-PLACE CONCRETE SLAB w/ METAL DECKING
2. EXISTING CAST-IN-PLACE CONCRETE GRADE BEAM
3. EXISTING CONCRETE UNIT MASONRY
4. EXISTING W-SHAPE STEEL
5. EXISTING METAL DECK
6. EXISTING COLD-FORMED METAL ROOF TRUSS
7. EXISTING WOOD BEAM
8. EXISTING WOOD RAFTER
9. EXISTING WOOD DECK
10. EXISTING STANDING SEAM METAL ROOFING
11. EXISTING HOLLOW METAL FRAME
12. EXISTING ALUMINUM WINDOW
13. EXISTING LIGHT-GAUGE METAL FRAMING
14. EXISTING BORED PILES
15. NEW LIGHT-GAUGE METAL FRAMING
16. NEW ACOUSTICAL TILE CEILING
HEIGHT = 100'-0"
2 3 4 5 6
10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
A B C D E F G H
10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
FINISHED FLOOR
HEIGHT = 100'-0"
TOP OF ROOF
HEIGHT = 122'-0"
TOP OF ROOF
HEIGHT = 122'-0"
EXIT
1 11
2 2
2 2
3 3 3
4 4
13 1313
15 15
TRUSS BEARING
HEIGHT = 110'-8"
TRUSS BEARING
HEIGHT = 110'-8"
A-312
A-312
TOP OF PLATE
HEIGHT = 108'-0"
TOP OF PLATE
HEIGHT = 108'-0"
A-312
APPROVED DRAWING TITLE
DATE
LOCATION
CHECKED PROJECT NUMBER
DRAWING NUMBER
DESCRIPTION DATE
DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:
C
Office of Construction and Facilities Management
1 3 4 5 6
B
A
D
E
C
B
A
D
E
BUILDING NUMBER
DRAWN
SEAL:
MARK
03-31-2020
DALLAS, TEXAS
916CM2012
DALLAS - FORT WORTH
NATIONAL CEMETERY
Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying
Calibre Engineering, Inc.
Cemetery Expertise:
MKEC Engineering Ken Kallenbach
(316) 684-9600
Architect:
TK-Architecture, LLC Thomas J. Kapels
(719) 325-9303
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
Water Resources:
Leonard Rice Engineers Dave Colvin
(303) 867-7662
MEP:
Miller Remick MEP Tom Chapman
(856) 429-4000
Cost Estimating:
MOCA Cost Engineering Todd Waddle
(850) 389-8131
Surveying:
Fabre Engineering & Surveying Frank Fabre
(850) 433-6438
Geotechnical Engineering:
Terracon Consultants Jennifer Peters
(210) 907-7648
PHASE FOUR DEVELOPMENT
OF 246
KEY NOTES
SCALE: 1/4" = 1'-0"
BUILDING CROSS SECTION (LOOKING WEST)3
SCALE: 1/4" = 1'-0"
BUILDING CROSS SECTION (LOOKING NORTH)1
ADMINISTRATION FACILITY
BUILDING CROSS SECTIONS A-302
TJK
1. CAST-IN-PLACE CONCRETE SLAB; RE: STRU
2. CAST-IN-PLACE CONCRETE GRADE BEAM; RE: STRU
3. CONCRETE UNIT MASONRY
4. METAL DECK: RE: STRU
5. COLD-FORMED METAL WALL FRAMING; RE: STRU
6. COLD-FORMED METAL ROOF TRUSS; RE: STRU
7. WOOD BEAM; RE: STRU
8. WOOD RAFTER; RE: STRU
9. WOOD DECK; RE: STRU
10. STANDING SEAM METAL ROOFING
11. INSULATION
12. ALUMINUM WINDOW
13. LIGHT-GAUGE METAL FRAMING
14. ACOUSTICAL TILE CEILING
15. BORED PILES; RE: STRU
TOP OF STEM WALL
HEIGHT = 109'-0"
TOP OF ROOF
HEIGHT = 123'-9"
D A
17'-4"
FINISHED FLOOR
HEIGHT = 100'-0"
6 5 3 1
TOP OF STEM WALL
HEIGHT = 109'-0"
18'-0" 18'-0" 18'-0"
18'-0"
18'-0"
TOP OF PANEL WALL
HEIGHT = 120'-0"
TOP OF ROOF
HEIGHT = 123'-9"
TOP OF PANEL WALL
HEIGHT = 120'-0"
5 2
CJ CJ CJ CJ CJ
C B
13'-4" 13'-4"
SECTIONAL DOOR HEAD
HEIGHT = 116'-0"
SECTIONAL DOOR HEAD
HEIGHT = 116'-0"
7 7
A-313
A-313
APPROVED DRAWING TITLE
DATE
LOCATION
CHECKED PROJECT NUMBER
DRAWING NUMBER
DESCRIPTION DATE
DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:
C
Office of Construction and Facilities Management
1 3 4 5 6
B
A
D
E
C
B
A
D
E
BUILDING NUMBER
DRAWN
SEAL:
MARK
03-31-2020
DALLAS, TEXAS
916CM2012
DALLAS - FORT WORTH
NATIONAL CEMETERY
Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying
Calibre Engineering, Inc.
Cemetery Expertise:
MKEC Engineering Ken Kallenbach
(316) 684-9600
Architect:
TK-Architecture, LLC Thomas J. Kapels
(719) 325-9303
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
Water Resources:
Leonard Rice Engineers Dave Colvin
(303) 867-7662
MEP:
Miller Remick MEP Tom Chapman
(856) 429-4000
Cost Estimating:
MOCA Cost Engineering Todd Waddle
(850) 389-8131
Surveying:
Fabre Engineering & Surveying Frank Fabre
(850) 433-6438
Geotechnical Engineering:
Terracon Consultants Jennifer Peters
(210) 907-7648
PHASE FOUR DEVELOPMENT
OF 246
KEY NOTES
SCALE: 1/4" = 1'-0"
BUILDING CROSS SECTION (LOOKING SOUTH)2
SCALE: 1/4" = 1'-0"
BUILDING CROSS SECTION (LOOKING WEST)1
SOIL STORAGE
BUILDING CROSS SECTIONS A-303
TJK
1. CAST-IN-PLACE CONCRETE GRADE BEAM; RE: STRU
2. CAST-IN-PLACE CONCRETE WALL; RE: STRU
3. GUTTER
4. DOWNSPOUT
5. SECTIONAL DOOR
6. PREFABRICATED METAL BUILDING
7. BORED PILES; RE: STRU
8"
5'- 0"
OP
EN
IN
G
IN
FI
LL
3'-
0"
8"
2'- 4"
OP
EN
IN
G
IN
FI
LL
5'-
8" 2'-
0"
FINISHED FLOOR
HEIGHT = 100'-0"
BEARING HEIGHT
HEIGHT = 110'-6-3/4"
BEARING HEIGHT
HEIGHT = 110'-6-3/4"
8"
2'- 4"
RO
UG
H
OP
EN
IN
G 5'-
8" 2'-
0"
FINISHED FLOOR
HEIGHT = 100'-0"
BEARING HEIGHT
HEIGHT = 110'-6-3/4"
FINISHED FLOOR
HEIGHT = 100'-0"
A-501
8"
8'- 0"
OP
EN
IN
G
IN
FI
LL
A-501
A-501
BEARING HEIGHT
HEIGHT = 110'-6-3/4"
APPROVED DRAWING TITLE
DATE
LOCATION
CHECKED PROJECT NUMBER
DRAWING NUMBER
DESCRIPTION DATE
DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:
C
Office of Construction and Facilities Management
1 3 4 5 6
B
A
D
E
C
B
A
D
E
BUILDING NUMBER
DRAWN
SEAL:
MARK
03-31-2020
DALLAS, TEXAS
916CM2012
DALLAS - FORT WORTH
NATIONAL CEMETERY
Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying
Calibre Engineering, Inc.
Cemetery Expertise:
MKEC Engineering Ken Kallenbach
(316) 684-9600
Architect:
TK-Architecture, LLC Thomas J. Kapels
(719) 325-9303
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
Water Resources:
Leonard Rice Engineers Dave Colvin
(303) 867-7662
MEP:
Miller Remick MEP Tom Chapman
(856) 429-4000
Cost Estimating:
MOCA Cost Engineering Todd Waddle
(850) 389-8131
Surveying:
Fabre Engineering & Surveying Frank Fabre
(850) 433-6438
Geotechnical Engineering:
Terracon Consultants Jennifer Peters
(210) 907-7648
PHASE FOUR DEVELOPMENT
OF 246
KEY NOTES
SCALE: 3/4" = 1'-0"
WALL SECTION1
MAINTENANCE FACILITY
WALL SECTIONS A-311
SCALE: 3/4" = 1'-0"
WALL SECTION2 SCALE: 3/4" = 1'-0"
WALL SECTION3 SCALE: 3/4" = 1'-0"
WALL SECTION4
TJK
1. EXISTING CAST-IN-PLACE CONCRETE SLAB w/ METAL DECKING
2. EXISTING CAST-IN-PLACE CONCRETE GRADE BEAM
3. EXISTING CONCRETE UNIT MASONRY
4. EXISTING CAST STONE
5. EXISTING STEEL DECKING
6. EXISTING 6" METAL STUD
7. EXISTING COLD-FORMED METAL ROOF TRUSS
8. EXISTING WOOD BLOCKING
9. EXISTING WOOD DECK
10. EXISTING SHEATHING
11. EXISTING INSULATION
12. EXISTING STANDING SEAM METAL ROOFING
13. EXISTING ALUMINUM-CLAD WOOD WINDOW
14. EXISTING GYPSUM WALLBOARD
15. EXISTING BORED PILES
16. NEW CONCRETE UNIT MASONRY
17. NEW 6" METAL STUD
18. NEW 1/2" SHEATHING
19. NEW R-21 BATT INSULATION
20. NEW WEATHER BARRIER
21. NEW VAPOR RETARDER
22. NEW 5/8" TYPE-X GYPSUM WALLBOARD
23. NEW ACOUSTICAL TILE CEILING
1'-0" 6"
HEIGHT = 100'-0"
BEARING HEIGHT
HEIGHT = 110'-8"
1'-0" 6"
FINISHED FLOOR
HEIGHT = 100'-0"
BEARING HEIGHT
HEIGHT = 110'-8"
1'-0" 6"
FINISHED FLOOR
HEIGHT = 100'-0"
BEARING HEIGHT
HEIGHT = 110'-8"
1'-0"
5'- 0"
RO
UG
H
OP
EN
IN
G 3'-
0" 2'-
8"
'-8
2'- 4"
RO
UG
H
OP
EN
IN
G 5'-
8" 2'-
8"
A-501
A-501
A-501
A-501
A-501
A-501
A-501
5 15
5 15
2'-11"
APPROVED DRAWING TITLE
DATE
LOCATION
CHECKED PROJECT NUMBER
DRAWING NUMBER
DESCRIPTION DATE
DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:
C
Office of Construction and Facilities Management
1 3 4 5 6
B
A
D
E
C
B
A
D
E
BUILDING NUMBER
DRAWN
SEAL:
MARK
03-31-2020
DALLAS, TEXAS
916CM2012
DALLAS - FORT WORTH
NATIONAL CEMETERY
Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying
Calibre Engineering, Inc.
Cemetery Expertise:
MKEC Engineering Ken Kallenbach
(316) 684-9600
Architect:
TK-Architecture, LLC Thomas J. Kapels
(719) 325-9303
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
Water Resources:
Leonard Rice Engineers Dave Colvin
(303) 867-7662
MEP:
Miller Remick MEP Tom Chapman
(856) 429-4000
Cost Estimating:
MOCA Cost Engineering Todd Waddle
(850) 389-8131
Surveying:
Fabre Engineering & Surveying Frank Fabre
(850) 433-6438
Geotechnical Engineering:
Terracon Consultants Jennifer Peters
(210) 907-7648
PHASE FOUR DEVELOPMENT
OF 246
KEY NOTES
SCALE: 3/4" = 1'-0"
WALL SECTION1
ADMINISTRATION FACILITY
WALL SECTIONS A-312
SCALE: 3/4" = 1'-0"
WALL SECTION2 SCALE: 3/4" = 1'-0"
WALL SECTION3 SCALE: 3/4" = 1'-0"
WALL SECTION4
TJK
1. CAST-IN-PLACE CONCRETE SLAB; RE: STRU
2. CAST-IN-PLACE CONCRETE GRADE BEAM; RE: STRU
3. CONCRETE UNIT MASONRY
4. CAST STONE
5. STEEL DECKING; RE: STRU
6. 6" METAL STUD
7. COLD-FORMED METAL ROOF TRUSS; RE: STRU
8. WOOD BLOCKING
9. 1/2" SHEATHING
10. R-21 BATT INSULATION
11. 2" RIGID INSULATION
12. TWO LAYERS OF 2" ROOF INSULATION OVER VAPOR BARRIER.
13. WEATHER BARRIER
14. VAPOR RETARDER
15. STANDING SEAM METAL ROOFING
16. SHEET METAL GUTTER
17. ALUMINUM WINDOW
18. 5/8" TYPE-X GYPSUM WALLBOARD
19. ACOUSTICAL TILE CEILING
20. COMPACTED SOIL
21. BORED PILES; RE: STRU
TOP OF STEM WALL
HEIGHT = 109'-0"
TOP OF PANEL WALL
HEIGHT = 120'-0"
TOP OF OVERHEAD DOOR
HEIGHT = 116'-0"
TOP OF ROOF
HEIGHT = 123'-9"
FINISHED FLOOR
HEIGHT = 100'-0"
TOP OF STEM WALL
HEIGHT = 109'-0"
TOP OF DOOR OPENING
HEIGHT = 107'-0"
TOP OF PANEL WALL
HEIGHT = 120'-0"
A-502
APPROVED DRAWING TITLE
DATE
LOCATION
CHECKED PROJECT NUMBER
DRAWING NUMBER
DESCRIPTION DATE
DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:
C
Office of Construction and Facilities Management
1 3 4 5 6
B
A
D
E
C
B
A
D
E
BUILDING NUMBER
DRAWN
SEAL:
MARK
03-31-2020
DALLAS, TEXAS
916CM2012
DALLAS - FORT WORTH
NATIONAL CEMETERY
Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying
Calibre Engineering, Inc.
Cemetery Expertise:
MKEC Engineering Ken Kallenbach
(316) 684-9600
Architect:
TK-Architecture, LLC Thomas J. Kapels
(719) 325-9303
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
Water Resources:
Leonard Rice Engineers Dave Colvin
(303) 867-7662
MEP:
Miller Remick MEP Tom Chapman
(856) 429-4000
Cost Estimating:
MOCA Cost Engineering Todd Waddle
(850) 389-8131
Surveying:
Fabre Engineering & Surveying Frank Fabre
(850) 433-6438
Geotechnical Engineering:
Terracon Consultants Jennifer Peters
(210) 907-7648
PHASE FOUR DEVELOPMENT
OF 246
KEY NOTES
SCALE: 3/4" = 1'-0"
WALL SECTION1
SOIL STORAGE BUILDING
WALL SECTIONS A-313
SCALE: 3/4" = 1'-0"
WALL SECTION2 SCALE: 3/4" = 1'-0"
WALL SECTION3
TJK
1. CAST-IN-PLACE CONCRETE GRADE BEAM; RE: STRU
2. CAST-IN-PLACE CONCRETE WALL; RE: STRU
3. PIPE BOLLARD; RE: DETL 20 / LP501
4. SHEET METAL GUTTER
5. SHEET METAL DOWNSPOUT
6. HOLLOW METAL DOOR & FRAME
7. SECTIONAL DOOR
8. PREFABRICATED METAL BUILDING
9. BORED PILES; RE: STRU
VITREOUS CHINALAVATORYPINOIRK-2035-8
±3'-4"5"8'-6"5"7'-3"7"10'-6"5"±12'-3"
5'-2" 5"
4'-10" 5" 5"
5'-0" 5"
5" 12'-1"
3'- 0"
5" 3'-
0"
3'- 0"
5"
3'-0"
CL
3'-9" 3'-9"±26'-5" 12'-6" ±8'-5"
5'- 6"
4"
4" 5"10
'-1 0"
7" 7"
6'- 5"
3'-
6'-0"5" 5" 7'-10"
7'- 8"
7" 6'-
9" 4"
9'-3"7"4'-5"
± 1 5"
5"
4"
3'-11"2'-0"3'-4"5'-0"5"
3BE1
6H
BN
3BB1
3H
BN
3HBN
6HBN
6GBN
3GEN
3GEN
6J
BN
6J
BN
6J
BN
3F
BN
3A
EN
3G
EN
6J
BN
3JBN3JBN
3GEN
3GEN
3G
EN
3JBN
3F
BN
10"4"7'-7" 4" 7'-7" 7"
8'- 3"
8" 5"
5'-10" 5'-5"5'-5"
2'-0"
1'-11" 9'-3" 5"5"
5'- 0"
7'- 9"
7'- 9"
12'-0"
4" 9'-
1" 5"
4" 9'-
1" 5"
3H
BN
3QEN 3QEN 6HBN
3A
BN
3H
BN
3HBN
3HBN
3Q
EN
3Q
EN
3H
BN
3HBN
3HBN
3ABN
3H
BN
3Q
EN
3Q
EN
1 2
3 3
3 3
10 10
12 12 12 12 12 12
3GEN
131313
77 7
6 6
A-3115"
6'- 1"
5"
5" 4'-
3" 5"
7'- 8"
7"
6B E1
3BEN
3Q
EN
3Q
EN
3B E1
3B
EN
3B
BN
ENLARGED PLANS
KEY NOTES
A-401
SCALE: 1/4" = 1'-0"
ENLARGED LOCKER ROOMS PLAN2
PLAN
NORTH
0 2 4 8
PLAN
NORTH
0 2 4 8SCALE: 1/4" = 1'-0"
ENLARGED MAINTENANCE RESTROOMS PLAN1
1. TOILET PARTITION
2. URINAL SCREEN
3. TOILET TISSUE DISPENSER
4. COMBINATION TOWEL DISPENSER / WASTE RECEPTACLE
5. 36" GRAB BAR (GB-1)
6. 42" GRAB BAR (GB-2)
7. 18" GRAB BAR (GB-3)
8. SHOWER CURTAIN ROD
9. ROBE HOOK
10. FRAMED MIRROR UNIT
11. MOP & BROOM HOLDER w/ SHELF
12. METAL LOCKERS
13. BENCH
14. SERVICE SINK; RE: PLMB
APPROVED DRAWING TITLE
DATE
LOCATION
CHECKED PROJECT NUMBER
DRAWING NUMBER
DESCRIPTION DATE
DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:
C
Office of Construction and Facilities Management
1 3 4 5 6
B
A
D
E
C
B
A
D
E
BUILDING NUMBER
DRAWN
SEAL:
MARK
03-31-2020
DALLAS, TEXAS
916CM2012
DALLAS - FORT WORTH
NATIONAL CEMETERY
Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying
Calibre Engineering, Inc.
Cemetery Expertise:
MKEC Engineering Ken Kallenbach
(316) 684-9600
Architect:
TK-Architecture, LLC Thomas J. Kapels
(719) 325-9303
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
Water Resources:
Leonard Rice Engineers Dave Colvin
(303) 867-7662
MEP:
Miller Remick MEP Tom Chapman
(856) 429-4000
Cost Estimating:
MOCA Cost Engineering Todd Waddle
(850) 389-8131
Surveying:
Fabre Engineering & Surveying Frank Fabre
(850) 433-6438
Geotechnical Engineering:
Terracon Consultants Jennifer Peters
(210) 907-7648
PHASE FOUR DEVELOPMENT
OF 246
SCALE: 1/4" = 1'-0"
ENLARGED PUBLIC RESTROOMS PLAN3
PLAN
NORTH
0 2 4 8 SCALE: 1/4" = 1'-0"
ENLARGED ADMINISTRATION RESTROOMS PLAN4
PLAN
NORTH
0 2 4 8
1001 & 1301
1"
BATT
INSULATION
6" METAL
STUDS @ 16"
O.C.
5/8" TYPE-X
GWB
WALL BASE
WEATHER
BARRIER
THRU-WALL
FLASHING
1/2" WALL
SHEATHING
CONCRETE
MASONRY
VENEER
EXISTING
CAST-IN-PLACE
CONCRETE
GRADE BEAM
EXISTING
COMPOSITE
CONCRETE &
METAL DECK
BATT
INSULATION
6" METAL
STUDS @ 16"
O.C.
5/8" TYPE-X
GWB
WALL BASE
WEATHER
BARRIER
THRU-WALL
FLASHING
1/2" WALL
SHEATHING
CONCRETE
MASONRY
VENEER
2" RIGID
INSULATION
CAST-IN-PLACE
CONCRETE
GRADE BEAM
CAST-IN-PLACE
CONCRETE
DECK
BATT
INSULATION
6" METAL
STUDS @ 16"
O.C.
5/8" TYPE-X
GWB
WALL BASE
WEATHER
BARRIER
THRU-WALL
FLASHING
1/2" WALL
SHEATHING
CONCRETE
MASONRY
VENEER
CAST-IN-PLACE
CONCRETE
GRADE BEAM
CAST-IN-PLACE
CONCRETE
DECK
8" 1'-0" 1'-0"
CAST STONE
SILL
SEALANT
ALUMINUM
WINDOW
INSULATED
GLAZING
DRIP EDGE
CONCRETE
MASONRY
VENEER
WEATHER
BARRIER
2" RIGID
INSULATION
WOOD
BLOCKING
SOLID
SURFACE SILL
SEALANT
1/2" WALL
SHEATHING
6" METAL
STUDS @ 16"
O.C.
BATT
INSULATION
5/8" TYPE-X
GWB
CAST STONE
SILL
SEALANT
ALUMINUM
WINDOW
INSULATED
GLAZING
DRIP EDGE
CONCRETE
MASONRY
VENEER
WEATHER
BARRIER
2" RIGID
INSULATION
WOOD
BLOCKING
SOLID
SURFACE SILL
SEALANT
1/2" WALL
SHEATHING
6" METAL
STUDS @ 16"
O.C.
BATT
INSULATION
5/8" TYPE-X
GWB
1'-0" 1'-0"
BATT
INSULATION
6" METAL
STUDS @ 16"
O.C.
5/8" TYPE-X
GWB
WEATHER
BARRIER,
OVERLAP
EXISTING BY 6
INCHES MIN.
1/2" WALL
SHEATHING
CONCRETE
MASONRY
VENEER
EXISTING
CONCRETE
MASONRY
VENEER
EXISTING BATT
INSULATION
EXISTING
METAL STUDS
EXISTING GWB
8"
BATT
INSULATION
6" METAL
STUDS @ 16"
O.C.
5/8" TYPE-X
GWB
WEATHER
BARRIER,
OVERLAP
EXISTING BY 6
INCHES MIN.
1/2" WALL
SHEATHING
CONCRETE
MASONRY
VENEER
EXISTING
CONCRETE
MASONRY
VENEER
EXISTING BATT
INSULATION
EXISTING
METAL STUDS
EXISTING GWB
8" 1'-0" 1'-0" 1'-0"
4"x4"x3/8"
STEEL ANGLE
CAST STONE
LINTEL
ALUMINUM
WINDOW
2" RIGID
INSULATION
1/2" WALL
SHEATHING
SEALANT
BUILT-UP BOX
BEAM
5/8" TYPE-X
GWB
6" METAL
STUDS @ 16"
O.C.
METAL
CORNER BEAD
ACOUSTICAL
CEILING TILE
BATT
INSULATION
INSULATED
GLAZING
WOOD
BLOCKING
WEATHER
BARRIER
THRU-WALL
FLASHING
4"x4"x3/8"
STEEL ANGLE
CONCRETE
MASONRY
VENEER
ALUMINUM
WINDOW
2" RIGID
INSULATION
1/2" WALL
SHEATHING
SEALANT
BUILT-UP BOX
BEAM
5/8" TYPE-X
GWB
6" METAL
STUDS @ 16"
O.C.
METAL
CORNER BEAD
ACOUSTICAL
CEILING TILE
BATT
INSULATION
INSULATED
GLAZING
WOOD
BLOCKING
WEATHER
BARRIER
THRU-WALL
FLASHING
BUILT-UP BOX
BEAM
5/8" TYPE-X
GWB
METAL
CORNER BEAD
WOOD
BLOCKING
4"x4"x3/8"
STEEL ANGLE
CONCRETE
MASONRY
VENEER
WEATHER
BARRIER
THRU-WALL
FLASHING
ALUMINUM
FIXED LOUVER
ROOF DECK
VAPOR
RETARDER
RIGID
INSULATION
5/8" ROOF
SHEATHING
STAINLESS
STEEL
CLAMPING
RING
SEALANT
PRE-FABRICATED
PIPE FLASHING
BOOT
STANDING
SEAM
METAL
ROOFING
PIPE
PENETRATION
ROOF DECKVAPOR
RETARDER
RIGID
INSULATION
5/8" ROOF
SHEATHING
ICE &
WATER
SHIELD,
EXTEND 36"
BOTH
SIDES
STANDING
SEAM METAL
ROOFING
CLOSURE
BLOCKING
SHEET METAL
RIDGE CAP
6"1'-0" 1'-0"
CONCRETE
MASONRY
GROUT
STEEL
COLUMN; RE:
STRU
STEEL PLATE;
RE: STRU
STEEL PLATE;
CONNECTORS
RE: STRU
WOOD BEAM;
RE: STRU
WOOD RAFTER;
RE: STRU
2"x6" WOOD
DECKING; RE:
STRU
STANDING
SEAM METAL
ROOFING
STEEL PLATE
CONNECTORS,
TYPICAL ALL
RAFTERS; RE:
STRU
6" METAL
STUDS @ 16"
O.C.
ALUMINUM SILL
FLASHING
CONCRETE
MASONRY
VENEER
1/2" WALL
SHEATHING
2" RIGID
INSULATION
VAPOR
RETARDER
1'-0"
1'-0"
SHEET
METAL
GUTTER
ICE &
WATER
BARRIER
1/2" PLYWD
SHEATHING
STANDING
SEAM METL
ROOF
TWO (2)
LAYERS OF
2" ROOF
INSULATION
VAPOR
RETARDER
METAL
DECK
BATT
INSULATION
FILL
6"
41 2" 2"
WOOD TRIM
CONCRETE
MASONRY
VENEER
2" RIGID
INSULATION
WEATHER
BARRIER
TWO (2)
LAYERS OF
2" ROOF
INSULATION
VAPOR
RETARDER
METAL
DECK
BATT
INSULATION
FILL
2" RIGID
INSULATION
WEATHER
BARRIER
ICE & WATER
BARRIER
1/2" PLYWD
SHEATHING
STANDING SEAM
METL ROOF
2" x 6"
WOOD
DECKING;
RE; STRU
WOOD TRIM
WOOD
RAFTER; RE:
STRU
WOOD
BLOCKING
CONCRETE
MASONRY
5"7" 5"7" 5"7"
BUILT-UP BOX
BEAM
5/8" TYPE-X
GWB
6" METAL
STUDS @ 16"
O.C.
METAL
CORNER BEAD
ACOUSTICAL
CEILING TILE
BATT
INSULATION
4"x4"x3/8"
STEEL ANGLE
CONCRETE
MASONRY
VENEER
2" RIGID
INSULATION
1/2" WALL
SHEATHING
WEATHER
BARRIER
THRU-WALL
FLASHING
ALUMINUM
ENTRANCE
FRAME
SEALANT
WOOD
BLOCKING
ALUMINUM
DOOR
3"
3"
CAST-IN-PLACE
CONCRETE
GRADE BEAM
CAST-IN-PLACE
CONCRETE
DECK
WOOD RAFTER;
RE: STRU
2"x6" WOOD
DECKING; RE:
STRU
ALUMINUM
THRESHOLD,
INSTALL IN BED
OF SEALANT
ALUMINUM
DOOR
1 2"
WALK-OFF
CARPET; RE: INTR
RECESSED
CONCRETE
SLAB @ ENTRY
DRIP EDGE
SCALE: 1-1/2" = 1'-0"
INFILL WALL BASE w/ CMU13
DETAILS A-501
SCALE: 1-1/2" = 1'-0"
FRAMED WALL BASE w/ CMU14 SCALE: 1-1/2" = 1'-0"
FRAMED WALL BASE w/ CMU15 SCALE: 1-1/2" = 1'-0"
EXTERIOR DOOR SILL16 SCALE: 1-1/2" = 1'-0"
ROOF RIDGE DETAIL17 SCALE: 1-1/2" = 1'-0"
PIPE PENETRATION DETAIL18
SCALE: 1-1/2" = 1'-0"
FRAMED WALL SILL w/ CAST STONE9 SCALE: 1-1/2" = 1'-0"
EXTERIOR DOOR HEAD w/ CMU10 SCALE: 1-1/2" = 1'-0"
COLUMN ROOF FRAMING DETAIL11 SCALE: 1-1/2" = 1'-0"
ROOF EDGE DETAIL12
SCALE: 1-1/2" = 1'-0"
INFILL WALL HEAD w/ CMU1 SCALE: 1-1/2" = 1'-0"
FRAMED WALL HEAD w/ CAST STONE2 SCALE: 1-1/2" = 1'-0" FRAMED WALL HEAD w/ CMU3 SCALE: 1-1/2" = 1'-0"
EXTERIOR LOUVER DETAIL4 SCALE: 1-1/2" = 1'-0"
ROOF EDGE DETAIL5 SCALE: 1-1/2" = 1'-0"
ROOF…
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