V-Sheets.pdf
PDF 7 MB Posted
- Attached to
- Y1PC--Dallas National Cemetery Solicitation
- Solicitation number
- 36C10F20R0056
About this file
This solicitation is for a construction project to expand the Dallas Fort Worth National Cemetery. The Department of Veterans Affairs seeks to construct additional gravesites, administrative buildings, and other cemetery improvements through development of approximately 56 acres of land. Work includes approximately 12,430 pre-placed crypt full casket gravesites, 615 oversize pre-placed crypt casket gravesites, and traditional and cremation gravesites. Other site improvements involve earthwork, drainage, fencing, roads, parking, utilities and a new irrigation system. The construction cost is estimated between $20-50 million. The project must be completed within 900 calendar days of the notice to proceed. The solicitation is set aside for SDVOSB offerors, with proposals due August 8, 2020. All questions must be submitted by July 22 in writing to the contact listed. Offerors must be registered in Vendor Information Pages as SDVOSBs to submit a proposal.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Dallas PPI - 2.pdf | ||
| Dallas PPI - 1.pdf | ||
| DNC Pre-Bid Sign-In Sheet 15 July 2020.jpeg | JPEG file | |
| CS-Sheets 1 of 3.pdf | ||
| Final Dallas 36C10F20R0056_3 (7-9-2020).pdf | ||
| Dallas-Fort Worth National Cemetery Cx Plan - V1 - 3-27-2020.pdf | ||
| 000 Base Bid Submittal Register.pdf | ||
| Pre-Functional Checklists.pdf | ||
| BID DOCUMENTS SWPPP DFW VA CEM PH4.pdf | ||
| X-Sheets.pdf | ||
| CG-Sheets 1 of 2.pdf | ||
| CP-Sheets.pdf | ||
| LP-Sheets.pdf | ||
| G-Sheets.pdf | ||
| T-Sheets.pdf | ||
| A-Sheets.pdf | ||
| DALLAS WAGE RATES.pdf | ||
| F-Sheets.pdf | ||
| I-Sheets.pdf | ||
| E-Sheets.pdf | ||
| CS-Sheets 2 of 3.pdf | ||
| S-Sheets.pdf | ||
| ATTACHMENT 2_PAST PERF QUEST.docx | DOCX document | |
| Final Dallas 36C10F20R0056_3 (7-9-2020).pdf | ||
| M-Sheets.pdf | ||
| Base Bid Specification Package.pdf | ||
| CG-Sheets 2 of 2.pdf | ||
| B-Sheets.pdf | ||
| P-Sheets.pdf | ||
| CS-Sheets 3 of 3.pdf | ||
| CD-Sheets.pdf | ||
| LI-Sheets.pdf | ||
| CU-Sheets.pdf | ||
| ATTACHMENT 3 - Dallas Pre-Proposal Inquiry (PPI) Form.docx | DOCX document |
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Text version
BT
W
SS
FM
SD
I
G
OHE
BE
BFOC
XX
XX
O O
X X
5' CONTOURS
1' CONTOURS
RIGHT-OF-WAY LINE
CENTERLINE
BOUNDARY LINE
EASEMENT LINE
EDGE OF UNPAVED ROADWAY/PARKING
TREE LINE
LANDSCAPE AREA LINE
GUARDRAIL
FENCE - CHAIN LINK
FENCE - WOOD
FENCE - WIRE
FENCE - WROUGHT IRON
OVERHEAD ELECTRIC TRANSMISSION LINE(S)
BURIED ELECTRIC LINE(S) / CONDUIT(S)
BURIED TELEPHONE LINE(S) / CONDUIT(S)
BURIED FIBER OPTIC CABLE LINE(S) / CONDUIT(S)
GAS MAIN
IRRIGATION MAIN
SANITARY SEWER FORCEMAIN
SANITARY SEWER GRAVITY MAIN
STORM DRAIN (CENTERLINE)
WATER MAIN
JEEP TRAIL
FLOODPLAIN LIMITS (APPROXIMATE)
LINES
HATCH PATTERNS
FLOODPLAIN (APPROXIMATE)
ASPHALT PAVEMENT
CONCRETE PAVEMENT
GRAVEL PAVEMENT
CB
AC
ET
GM
GSB
SS
D
TSB
TPD
G
I
WM
W
CO
TT
WS
AIR CONDITIONER UNIT
BOLLARD
CLEANOUT
COMMUNICATIONS BOX
DRAINAGE MANHOLE
DRAINAGE INLET
DRAINAGE ENDWALL
ELECTRIC TRANSFORMER
ELECTRIC TRANSMISSION TOWER
GAS VALVE
GAS METER
GAS SERVICE BOX
HANDICAP PARKING SYMBOL
IRRIGATION VALVE
LIGHT POLE
MANHOLE
POWER POLE
POWER POLE GUY ANCHOR
POST
SANITARY SEWER MANHOLE
SIGN - SINGLE POLE
SIGN - MULTI- POLE
TELEPHONE MANHOLE
TELEPHONE PEDESTAL
TELEPHONE SERVICE BOX
WATER VALVE
WATER METER
WATER SPIGOT
WATER REDUCER
WATER FIRE HYDRANT
WATER MANHOLE
WEATHER STATION
CLEANOUT PER FURNISHED PLANS
(N.F.V. - FOR REFERENCE)
VALVE PER FURNISHED PLANS
(N.F.V. - FOR REFERENCE)
MONUMENT (SIZE AND TYPE NOTED)
5/8"IR W/CAP STAMPED
"GORRONDONA & ASSOC"
CONTROL POINT - 5/8"IR W/CAP
STAMPED "GORRONDONA & ASSOC"
SYMBOLS
P
MH
MHMH
TREE - OAK
TREE - HEMLOCK
TREE - CREPE MYRTLE
TREE - FIR
TREE - MISC.
TREESTMH BELL TELEPHONE
N
E
S
M
M
N 89°48'46" E 2105.60' (M)
N 88°58'56" E 1527.48' (R&M)
R
M
(N 89°21'22" E 2105.60' (R)
R
D
D
D
D
D
D
D
D
D
A
D
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M
A
I
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T
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AN
C
E
D
BLUE CUT ROAD
(RIGHT-OF-WAY EASEMENT ABANDONED
INSTRUMENT NO. 200503540082, O.P.R.D.C.T.)
UTILITY EASEMENT
VOLUME 98193, PAGE 2128
O.P.R.D.C.T.
UNITED GAS
PIPELINE COMPANY
30' EASEMENT
VOLUME 74139, PAGE 2931
D.R.D.C.T.
T.U. ELECTRIC EASEMENT
LOCATION APPROXIMATE
N.F.V.
V-101
V-102
V-103
V-104
V-105
V-106
V-107
V-108
D
R
I
V
E
E
N
T
R
Y
S
P
U
V
A
R
I
A
B
L
I
D
T
H
G
H
T
O
F
W
A
Y
S
T
A
O
F
X
A
S
V
O
L
U
P
A
G
D
R
D
C
T
MOUNTAIN CREEK PARKWAY
(100' R/W)
S
E
R
V
I
C
E
R
O
A
D
R
O
A
D
G
R
A
N
D
E
R
I
O
A
V
E
N
U
E
P
A
T
R
I
O
T
P.O.W.
FLAG
C
I
R
C
L
E
S
T
A
R
ADMINISTRATION
MAINTENANCE
COMPLEX
NORTH
COMMITTAL
SHELTER
ASSEMBLY
AREA
LAKE
SOUTH
COMMITTAL
SHELTER
L
O
N
E
AVENUE
OF FLAGS
FLOODPLAIN
(APPROXIMATE)
EXISTING
SPOILS/FILL
DUMPING
AREA
R/W AND BOUNDARY LINE
BOUNDARY LINE
R/W LINE
CONTROL
POINT #51
CONTROL
POINT #52
CONTROL
POINT #50
T.B.M.
259/52-A
T.B.M.
259/52-B
T.B.M.
259/52-C
CW = CHILLED WATER LINE
EL = ELEVATION
FFE = FINISHED FLOOR ELEVATION
IE = INVERT ELEVATION
MH = MANHOLE
N.F.V. = NOT FIELD VERIFIED
PVC = POLYVINYL CHLORIDE PIPE
RCP = REINFORCED CONCRETE PIPE
R/W = RIGHT OF WAY
SD = STORM DRAIN
SS = SANITARY SEWER
SWBT = SOUTHWESTERN BELL TELEPHONE
COMPANY
TDOT = TEXAS DEPARTMENT OF
TRANSPORTATION
TE = TOP ELEVATION
T.U. = TEXAS UTILITIES
W/ = WITH
(CM) = CONTROLLING MONUMENT
(R) = RECORDED DISTANCE
(M) = MEASURED DISTANCE
D.R.D.C.T. = DEED RECORDS OF DALLAS
COUNTY, TEXAS
P.R.D.C.T. = PLAT RECORDS OF DALLAS
COUNTY, TEXAS
O.P.R.D.C.T. = OFFICIAL PUBLIC RECORDS OF
DALLAS COUNTY, TEXAS
ABBREVIATIONS
LEGEND
ABBREVIATIONS
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
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, Inc.
Ken Kallenbach
(316) 684-9600
Architect:
TK-Architecture, LLC
Tom Kapels
(719) 325-9303
Irrigation:
Aqua Engineering
Bob Beccard
(970) 372-6104
RCDD:
APOGEE Consulting
Jim Ezekiel
(919) 535-3878
MEP:
Miller Remick
Tom Chapman
(856) 429-4000
Cost Estimating:
MOCA Cost Engineering
Todd Waddle
(850) 389-8131
Surveying, Water Wells & Treatment:
Fabre Engineering & Surveying
Frank Fabre
(850) 433-6438
Geotechnical Engineering:
Terracon Consultants
Jennifer Peters
(210) 907-7648
PHASE 4 DEVELOPMENT
03-31-2020
OF 246
BID DOCUMENTS
SHEET INDEX FOR
EXISTING CONDITIONS SURVEY
FOR PHASE FOUR
N
GRAPHIC SCALE IN FEET
125125
NORTH
JAS FJF
V-100
T.B.M. 259/52-A
SET "X" IN THE NORTHERNMOST
BONNET OF FIRE HYDRANT
ELEV: 551.61
T.B.M. 259/52-B
"X" CUT IN THE NORTHEAST
CORNER OF CURB INLET
ELEV: 538.67
T.B.M. 259/52-C
"X" CUT IN THE SOUTHWEST
CORNER OF TRANSFORMER PAD
ELEV: 547.78
CONTROL POINT #50
N: 6947547.3020 E: 2450505.7070
ELEV: 548.98
CONTROL POINT #51
N: 6947819.0780 E: 2450351.2350
ELEV: 539.85
CONTROL POINT #52
N: 6947943.8870 E: 2450709.6130
ELEV: 540.80
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
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, Inc.
Ken Kallenbach
(316) 684-9600
Architect:
TK-Architecture, LLC
Tom Kapels
(719) 325-9303
Irrigation:
Aqua Engineering
Bob Beccard
(970) 372-6104
RCDD:
APOGEE Consulting
Jim Ezekiel
(919) 535-3878
MEP:
Miller Remick
Tom Chapman
(856) 429-4000
Cost Estimating:
MOCA Cost Engineering
Todd Waddle
(850) 389-8131
Surveying, Water Wells & Treatment:
Fabre Engineering & Surveying
Frank Fabre
(850) 433-6438
Geotechnical Engineering:
Terracon Consultants
Jennifer Peters
(210) 907-7648
PHASE 4 DEVELOPMENT
03-31-2020
OF 246
BID DOCUMENTS
APPROXIMATE
WETLANDS LIMITS
APPROXIMATE
WETLANDS LIMITS
JEEP TRAIL (TYP.)
H
D a l l a s
F t
W o r t h
N a t i o n a l
C e m e t e r y
P h a s e
C i v i l D w g E x i s t i n g
C o n d i t i o n s V F B I D
D
O C d w g
V
A M
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text 1 inch = ft. Horizontal
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 62.5
AutoCAD SHX Text
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
TMH BELL TELEPHONE
N 88°58'56" E 1527.48' (R&M)
W
WM
TT
.44
.58
.53
.47
.96
I
I
I
I
I
I I
I
BF
OC
BF
OC
BF
OC
BF
OC
BF
OC
BF
OC
BF
OC
BF
OC
BF
OC
BF
OC
BF
OC
BF
OC
BF
OC
BF
OC
W
2'
W
2'
W
2'
W
2'
W
2'
W
2'
W
2'
W
2'
W
2'
W
2'
W
2'
W
2'
W
2'
W
2'
W
2'
W
2'
W
2'
W
2'
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
G 30'' G 30'' G 30''
G
G
G
G
G
G
G
G
G
G
G
G
G
G
BFOC BFOC BFOC BFOC BFOC BFOC BFOC BFOC BFOC BFOC BFOC BFOC BFOC BFOC BFOC BFOC BFOC BFOC BFOC BFOC BFOC BFOC BFOC BFOC BFOC BFOC BFOC
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BFOC
BFOC
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
W
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SD
SS
T S B
T P D
G S B
D
I
I
I
SS
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT
TT
DALLAS POWER & LIGHT COMPANY
100' WIDE EASEMENT
VOLUME 2039, PAGE 496 D.R.D.C.T.
UNITED GAS PIPELINE COMPANY
30' EASEMENT
VOLUME 74139, PAGE 2931 D.R.D.C.T.
50' T.U. ELECTRIC EASEMENT
LOCATION APPROXIMATE.
N.F.V.
UTILITY EASEMENT
VOLUME 98193, PAGE 2128
O.P.R.D.C.T.
SOUTHWESTERN BELL
TELEPHONE CO. 6' EASEMENT
VOLUME 1551, PAGE 529 D.R.D.C.T.
MOUNTAIN CREEK PARKWAY
(100' R/W)
24"
13"
9"
9"
10"
10"
18"
33" RCP
N.F.V.
IRRIGATION WATER MAIN
SIZE VARIES. LOCATION
APPROXIMATE - N.F.V.
IRRIGATION MAIN
STUB-OUT AND
CONTROL VALVE
FOR IRRIGATION
LINES (TYP.)
16"Ø HIGH PRESSURE
GAS TRANSMISSION
MAIN IN 30' EASEMENT.
LOCATION APPROXIMATE.
N.F.V.
UNDERGROUND COMMUNICATION
LINES - BURIED TELEPHONE CABLE,
FIBER OPTIC CABLE IN 4"Ø PVC
CONDUIT AND 4"Ø SPARE CONDUIT
LOCATIONS APPROXIMATE - N.F.V.
138 KV ELECTRIC
TOWER TRANSMISSION
LINES IN 100' EASEMENT
LOCATION APPROXIMATE.
N.F.V.
30"Ø HIGH PRESSURE
GAS TRANSMISSION
MAIN IN 100' VACATED R/W.
LOCATION APPROXIMATE - N.F.V.
ELECTRIC TRANSMISSION
TOWERS IN 100' EASEMENT
UNDERGROUND PRIMARY ELECTRIC SERVICE
(2) 4" CONCRETE ENCASED PVC CONDUITS
(1 ACTIVE, 1 SPARE) . LOCATION APPROXIMATE.
N.F.V.
33" TDOT TYPE "B"
HEADWALL W/
RIP-RAP APRON
IE: 501.00 PER
PLANS. LOCATION
APPROXIMATE. N.F.V.
10"Ø PVC
LOCATION
APPROXIMATE.
NO EASEMENT
FOUND. N.F.V.
12"Ø POTABLE WATER
MAIN IN 100' VACATED R/W.
LOCATION APPROXIMATE - N.F.V.
R/W AND BOUNDARY LINE
BURIED TELEPHONE LINE
IN EASEMENT. LOCATION
APPROXIMATE. N.F.V.
STANDARD
CURB INLET
MH EL: 496.93
CONCRETE WALL
SIDEWALK
CONCRETE WALL
AND DITCH
BLUE CUT ROAD
(RIGHT-OF-WAY EASEMENT ABANDONED
INSTRUMENT NO. 200503540082, O.P.R.D.C.T.)
10"Ø
4"Ø
10"Ø
8"Ø6"Ø6"Ø4"Ø4"Ø4"Ø4"Ø
D
D
D
D
D
D
D
D
D
D
V-101
V-102
V-103
V-104
V-105
V-106
V-107
V-108
NORTH
V-101
EXISTING CONDITIONS SURVEY
FOR PHASE FOUR
JAS FJF
V-101
M A
T C
H
L
I N
E
S
H E
V
MATCH LINE SHEET V-103
NOTES:
1. NORTH AND THE SURVEY DATUM SHOWN HEREON IS BASED ON THE TEXAS STATE PLANE
COORDINATE SYSTEM, U.S. SURVEY FEET, TEXAS NORTH CENTRAL ZONE, NAD83.
2. ELEVATIONS RELATIVE TO NAVD88, BASED ON NGS DISK SET IN TOP OF CONCRETE POST
STAMPED "HENSLEY 1947", ELEVATION 23.35.
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
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, Inc.
Ken Kallenbach
(316) 684-9600
Architect:
TK-Architecture, LLC
Tom Kapels
(719) 325-9303
Irrigation:
Aqua Engineering
Bob Beccard
(970) 372-6104
RCDD:
APOGEE Consulting
Jim Ezekiel
(919) 535-3878
MEP:
Miller Remick
Tom Chapman
(856) 429-4000
Cost Estimating:
MOCA Cost Engineering
Todd Waddle
(850) 389-8131
Surveying, Water Wells & Treatment:
Fabre Engineering & Surveying
Frank Fabre
(850) 433-6438
Geotechnical Engineering:
Terracon Consultants
Jennifer Peters
(210) 907-7648
PHASE 4 DEVELOPMENT
03-31-2020
OF 246
BID DOCUMENTS
H
D a l l a s
F t
W o r t h
N a t i o n a l
C e m e t e r y
P h a s e
C i v i l D w g E x i s t i n g
C o n d i t i o n s V F B I D
D
O C d w g
V
A M
AutoCAD SHX Text 1 inch = ft. Horizontal
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
N 89°48'46" E 2105.60' (M)
(N 89°21'22" E 2105.60' (R)
.19
.10
.19
.40
.76
.57524
.50
.64
.67
.54
.59
.70
.32
.11525
.05525 .22
.16
.99
.08
.30
TT
.61
.22
.32
.28
.52
.44
.42
.49
.62
.77
.71
.66
.11
.21
.17
.33
.26
.42
527.56
.74
.58
.32
.15
.50
.40
.46
.97
.77
.14
.16
.83
.71
.45
.30
.24
.74
.08
.57
.76
.01
.07
527.96
.78
.61
.78
.88
.53
.55
.79
I
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D
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BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT
D
SOUTHWESTERN BELL
TELEPHONE CO. 6' EASEMENT
VOLUME 1551, PAGE 529 D.R.D.C.T.
S
E
R
V
I
C
T
Y
A
D
14"
14"
7"
10"
16"
13"
14"
8"
8"
8"
8"
11"
9"
8"
13"
8"
10"
7"
STORM INLET
3'x3' GRATE INLET
TE: 519.59
IE: 516.60
STANDARD
CURB INLET
MH EL: 524.72
IE: 519.80
STANDARD
CURB INLET
MH EL: 524.94
IE: 520.58
18" RCP
WYES
N.F.V.
18" TDOT TYPE 'B' HEADWALL
W/ RIP-RAP APRON
IE: 506.00 PER CONSTRUCTION
PLANS - N.F.V.
18"Ø RCP
(TYP.)
N.F.V.
IRRIGATION
WATER MAIN
N.F.V.
IRRIGATION WATER MAIN
SIZE VARIES. LOCATIONS
APPROXIMATE - N.F.V.
IRRIGATION ELECT.
CONTROL VALVE (TYP.)
STANDARD
CURB INLET
MH EL: 512.40
CONCRETE
RETAINING WALL MARQUEE - DECORATIVE
BRICK WALL W/ GRAVEL
CANTILEVER GATE
CANTILEVER GATE MOTOR, CONCRETE PAD AND GUIDE POST
WROUGHT IRON FENCE (TYP.)
BURIED TELEPHONE LINE
IN EASEMENT. LOCATION
APPROXIMATE. N.F.V.
R/W AND BOUNDARY LINE
STANDARD
CURB INLET
MH EL: 514.10
JEEP TRAIL (TYP.)
JEEP TRAIL (TYP.)
10"Ø
4"Ø
10"Ø
10"Ø
APPROXIMATE
WETLANDS LIMITS
APPROXIMATE
WETLANDS LIMITS
8"Ø
MOUNTAIN CREEK PARKWAY
(100' R/W)
D
D
D
D
D
D
D
D
D
D
V-101
V-102
V-103
V-104
V-105
V-106
V-107
V-108
V-102
EXISTING CONDITIONS SURVEY
FOR PHASE FOUR
JAS FJF
V-102
M A
T C
H
L
I N
E
S
H E
MATCH LINE SHEET V-104
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
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, Inc.
Ken Kallenbach
(316) 684-9600
Architect:
TK-Architecture, LLC
Tom Kapels
(719) 325-9303
Irrigation:
Aqua Engineering
Bob Beccard
(970) 372-6104
RCDD:
APOGEE Consulting
Jim Ezekiel
(919) 535-3878
MEP:
Miller Remick
Tom Chapman
(856) 429-4000
Cost Estimating:
MOCA Cost Engineering
Todd Waddle
(850) 389-8131
Surveying, Water Wells & Treatment:
Fabre Engineering & Surveying
Frank Fabre
(850) 433-6438
Geotechnical Engineering:
Terracon Consultants
Jennifer Peters
(210) 907-7648
PHASE 4 DEVELOPMENT
03-31-2020
OF 246
BID DOCUMENTS
NORTH
H
D a l l a s
F t
W o r t h
N a t i o n a l
C e m e t e r y
P h a s e
C i v i l D w g E x i s t i n g
C o n d i t i o n s V F B I D
D
O C d w g
V
P M
AutoCAD SHX Text 1 inch = ft. Horizontal
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
X
X
X
X
X
550.15
549.92
.75
.53
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.06
.70
.25
.98
.63
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.34
.08
.08
.00548
.79
548.57
548.59
.50
.82
.40
.26
550.35
.79
.70
.80
.09
.37
.30
.08
.87
.49
.03
.07
.65
.58
548.48
.08
.85
.42
.70
.29
.08
.17
.31
.53
.41
.47
.10
.77
.32
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.69546 .58546
.53
.64
.87
.27
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.60
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.04
.31
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539.71
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.39
.21
.99
.57
.16
.56
538.85
538.29
.96
.51
.77
.86
.95
543.13
.74
.58
.10
.88
546.88
547.20
547.68
547.85
548.15
548.59
548.92
.01
.95
538.15
537.99
.55
.45
.58
.06
535.07
.87
.68
533.17
.42
536.85
537.68
537.70
537.66
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.38
.86
.63
.92
.72
.07
.36
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.18
.40
.04
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.34
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.64
.36
.60
.43
.98
542.39542.42542.55
542.58
I
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.24
.39
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546.66
6.8
.70
.70
.78
.97
546.82
.28546
.23
.23
.35
.32
.11
.72
.53
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542.32
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542.38
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545.74
546.39
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546.50
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.22
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.12
.81
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547.54
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.01
.03
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543.24
544.57
546.08
546.71546 .88
.53
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I
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553.89
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552.94
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.17
.41
.34
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.85
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.34
.36
.58
.84
.91
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547.59
.90
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.84
.27
547.00
547.30
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.31
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538.15
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538.51 536.94 534.94
533.15
531.30
529.59
528.49
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527.48
528.16
529.20
E
T
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.16
.99
.39
.17
.13
.16
.72
.70
.17
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.10
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547.22547 .24
547.08
.16547.28
547.24
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CO
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.55
.46
.53
.53
CO
CO
547.40
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547.46 547 .65
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547.66 547.53
547.36
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547.36
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6.7
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.67
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538.25
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533.12
531.36
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.54
.53 528
.12
.22
.68
.03
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535.26
539.58
541.27
542.22
542.91
543.63
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544.07
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546.08545.59
546.44 546 .02
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545.80
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546.49
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546.46 546.12
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547.34
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547.97
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539.85 538.93
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546.89
537.57
536.15
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543.16
543.91
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.23
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544.36
543.17
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542.02
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W
W
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BT
BT
BT
BT
BT
BT
I
I
I
I
I
I
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I
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BE
BE
BE
BE
BE
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546.26 546 .26 546
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545.66
BFOC
BFOC
BFOC
BFO
C
BFO
C
BFO
C
BF
OC
BF
OC
BF
OC
BF
OC
BF
OC
BF
OC
BF
OC
BF
OC
BFO
C
BF
OC
BF
OC
BF
OC
BF
OC
BF
OC
BF
OC
BF
OC
BF
OC
W 12''
W 12''
W 12
W 12
W 12
W 12
W 12
W 12
W 12
W 12
W
W
W
2''
W
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W
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W 8''
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W 8''
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W 2''
W
G 30''
G 30''
G 30''
G 30''
G 30''
G 30''
G 30
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G 30
G 30
G
G
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G
G
G
G
G
G
G
G
G
G
SD
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
G 2''
G 2''
G 2''
G 2''
G 2''
G 2''
G 2''
SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
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OHE
OHE
OHE
BE
BE
BE
G
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SS5
BLUE CUT ROAD
(RIGHT-OF-WAY EASEMENT ABANDONED
INSTRUMENT NO. 200503540082, O.P.R.D.C.T.)
DA
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AS
P
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N: 6947819.0780 E: 2450351.2350
EL: 539.85
N: 6947943.8870 E: 2450709.6130
EL: 540.80
T.U. ELECTRIC EASEMENT
LOCATION APPROXIMATE
N.F.V.
UTILITY EASEMENT
VOLUME 98193, PAGE 2128, O.P.R.D.C.T.
DALLAS POWER & LIGHT COMPANY
100' WIDE EASEMENT
VOLUME 2039, PAGE 496 D.R.D.C.T.
O
R
Y
W
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B
D
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BURIAL SECTION 77
R O
A D
R
A
N
I
M
I
N
I
S
T
R
A
T
I
MAINTENANCE
12" 10"
16"
12"
10"
11"
12"
16"
10"
10"
12" 10"
15"12"
14"
10"
10"
9"
10"
6"
8"
9"
10"
10"
12"
10" 8" 10"
6"
6" 6"
4"
12"
10"
10" 9"
8"
10"
8"
10"
9"
4"
9" 9" 9"
9"
8"
9"
10"
14"
7"
12"
11"
16"
6"
6"
10"
10"
11"
11"
9"
9"
10"
13"
13"
11"
2"
12"
END WALL
12"Ø PVC SD
IE: 542.77
12"Ø PVC - N.F.V.
30"Ø RCP - N.F.V.
18"x30"x33"
RCP WYE - N.F.V.
18"Ø RCP - N.F.V.
(2) 18"x30" RCP
WYES - N.F.V.
33"Ø RCP - N.F.V.
18"Ø RCP - N.F.V.
18"Ø RCP - N.F.V.
18" TDOT TYPE "B" HEADWALL
W/ RIP-RAP APRON. IE: 524.33
STANDARD
CURB INLET
MH EL: 528.03
IE: 523.29
SANITARY SEWER
MANHOLE - TE: 539.77
IE: 533.44 (8"Ø PVC IN)
IE: 533.42 (10"Ø PVC OUT)
IRRIGATION WATER MAIN.
SIZE VARIES LOCATIONS
APPROXIMATE - N.F.V.
16"Ø HIGH PRESSURE
GAS TRANSMISSION
MAIN IN 30' EASEMENT.
LOCATION APPROXIMATE.
N.F.V.
UNDERGROUND COMMUNICATION
LINES - BURIED TELEPHONE CABLE,
FIBER OPTIC CABLE IN 4"Ø PVC
CONDUIT AND 4"Ø SPARE CONDUIT
IN 100' VACATED R/W. LOCATION
APPROXIMATE - N.F.V.
30"Ø HIGH PRESSURE
GAS TRANSMISSION
MAIN IN 100' VACATED
R/W. LOCATION APPROXIMATE
N.F.V.
ELECTRIC TRANSMISSION
TOWER IN 100' EASEMENT
13.2 KV ELECTRIC UNDERGROUND
DISTRIBUTION LINE IN 50' EASEMENT.
LOCATION APPROXIMATE. N.F.V.
ELECTRIC TRANSMISSION
TOWER IN 100' EASEMENT
12"Ø POTABLE WATER
MAIN IN 100' VACATED
R/W. LOCATION APPROXIMATE
N.F.V.
8"Ø POTABLE
WATER MAIN
N.F.V.
8"Ø PVC
LOCATION
APPROXIMATE.
N.F.V.
10"Ø PVC
LOCATION
APPROXIMATE
N.F.V.
UNDERGROUND PRIMARY ELECTRIC SERVICE
(2) 4" CONCRETE ENCASED PVC CONDUITS
(1 ACTIVE, 1 SPARE) . LOCATION APPROXIMATE.
N.F.V.
STANDARD
CURB INLET
MH EL: 538.45
IE: 534.22
6"Ø PVC
6"Ø PVC
IE: 544.35
GRATE INLET
TE: 547.20±
IE: 544.00 (12")
IE: 544.10 (NORTH 6")
IE: 545.00 (SOUTH 6")
FUEL TANK
AND PUMPS
6"Ø PVC - N.F.V.
4"Ø PVC - N.F.V.
FRENCH
DRAIN
FRENCH DRAIN
FRENCH
DRAINS
3"Ø PVC - N.F.V.
1"Ø COMP. AIR - N.F.V.
GRATE INLET TE: 547.24
IE: UNABLE TO OPEN
GRATE INLET BOOT WASH
TE: 547.25 / IE: 545.91
SS VAULT
FFE
547.32
FFE
547.26
FFE
547.37
FFE
547.34
FFE
547.44
FFE
547.40
3"Ø GAS - N.F.V.
3"Ø CHILLED
WATER - N.F.V.
2"Ø GAS - N.F.V.
2"Ø POTABLE
WATER - N.F.V.STORM INLET
3'x3' GRATE INLET
TE: 546.21
IE: UNABLE
TO OPEN
FFE
554.94
FFE
547.24
BENCH
4"Ø PVC - N.F.V.
6"Ø PVC - N.F.V.
12"Ø PVC - N.F.V.
12"x6" WYE - N.F.V.
EXISTING
SPOILS/FILL
DUMPING
AREA
TO MAIN DISTRIBUTION PANEL
MDPA, 3"Ø CONDUIT - N.F.V.
TO PANEL MDPA-3
2-1/2"Ø CONDUIT -N.F.V.
COMMUNICATIONS
2" CONDUIT - N.F.V.
TRANSFORMER 'T-1'
PUMP ELECTRIC
2-1/2"Ø CONDUIT
EMERGENCY CUTOFF
3/4"Ø CONDUIT
WEATHER STATION
INSIDE FENCE
BURIED ELECTRIC
CONDUIT - N.F.V.
PHONE SERVICES
(2) 4" CONDUITS -
N.F.V.
LANDSCAPE
TIMBERS (TYP.).
(4) 2"Ø CONDUITS
UNDERGROUND ELECTRIC
(4) 2"Ø CONDUITS SPARES
LOCATION APPROXIMATE - N.F.V.
18" TDOT
TYPE "B" HEADWALL
W/ RIP-RAP APRON
IE: 532.50 PER PLANS.
N.F.V.
15"Ø
RCP -
N.F.V.
18"Ø RCP PER
PLANS - N.F.V.
18"x15"x15" WYE - N.F.V.
12" - 60°
BEND - N.F.V.
12" - 45°
BENDS - N.F.V.
CONTROL POINT #50
CONTROL POINT #51
1.0' WIDE BLOCK
WALL EACH SIDE
TO TELEPHONE BOARD
1-1/2"Ø CONDUIT - N.F.V.
(2) 4"Ø CONDUITS
COMMUNICATIONS
LOCATION APPROXIMATE
N.F.V.
T.B.M. 259/52-B
"X" CUT IN THE NORTHEAST
CORNER OF CURB INLET
EL. =538.67
T.B.M. 259/52-A
SET "X" IN THE NORTHERNMOST
BONNET OF FIRE HYDRANT
ELEV: 551.61
T.B.M. 259/52-C
"X" CUT IN THE SOUTHWEST
CORNER OF TRANSFORMER
PAD - EL. = 547.78
138 KV ELECTRIC
TOWER TRANSMISSION
LINES IN 100' EASEMENT
LOCATION APPROXIMATE.
N.F.V.
ELECTRIC TRANSMISSION
TOWERS IN 100' EASEMENT
1-1/4"Ø CHILLED
WATER - N.F.V.
CONTROL POINT #52
10"Ø
STANDARD
CURB INLET
MH EL: 538.08
IE: 535.05
10"Ø
10"Ø
10"Ø
STANDARD
CURB INLET
MH EL: 528.03
IE: 524.10
3"Ø
6"Ø
12"Ø
4"Ø
6"Ø
4"Ø
12"Ø
12"Ø
12"Ø
12"Ø
12"Ø
12"Ø
N: 6947547.3020 E: 2450505.7070
EL: 548.98
12"Ø 3"Ø
8"Ø
8"Ø
6"Ø
TO PANEL LM-47
3/4"Ø CONDUIT.
N.F.V.
10"Ø
10"Ø10"Ø
4"Ø
4"Ø
12"Ø
4"Ø
4"Ø
10"Ø 10"Ø
12"Ø
4"Ø
4"Ø
3"Ø
GSB
GSB
GSB
G
D
D
D
D
D
D
D
D
D
GSB
G
M
D
V-101
V-102
V-103
V-104
V-105
V-106
V-107
V-108
NORTH
V-103
EXISTING CONDITIONS SURVEY
FOR PHASE FOUR
JAS FJF
V-103
M A
T C
H
L
I N
E
S
H E
MATCH LINE SHEET V-101
MATCH LINE SHEET V-105
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
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, Inc.
Ken Kallenbach
(316) 684-9600
Architect:
TK-Architecture, LLC
Tom Kapels
(719) 325-9303
Irrigation:
Aqua Engineering
Bob Beccard
(970) 372-6104
RCDD:
APOGEE Consulting
Jim Ezekiel
(919) 535-3878
MEP:
Miller Remick
Tom Chapman
(856) 429-4000
Cost Estimating:
MOCA Cost Engineering
Todd Waddle
(850) 389-8131
Surveying, Water Wells & Treatment:
Fabre Engineering & Surveying
Frank Fabre
(850) 433-6438
Geotechnical Engineering:
Terracon Consultants
Jennifer Peters
(210) 907-7648
PHASE 4 DEVELOPMENT
03-31-2020
OF 246
BID DOCUMENTS
H
D a l l a s
F t
W o r t h
N a t i o n a l
C e m e t e r y
P h a s e
C i v i l D w g E x i s t i n g
C o n d i t i o n s V F B I D
D
O C d w g
V
A M
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AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text 1 inch = ft. Horizontal
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
.31
.99
538.22
.42
.80
.10
.80
.63
.95
.00
.57
.84
536.24
.85
.44
.99
.25
.82
.73
534.69
534.97
.76
.49
.26
.50
.66
.38
.01
.31
535.65
.11
.18
.26
.69
.57
.00
I
I
I
I
I
I
I
I
I
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
SD
SD
SD
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
BE
BE
BE
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BE
BE
BE
BE
BE
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OHE
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AS
P
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LI
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HEADWALL W/
RIP-RAP APRON
IE: 532.99
IRRIGATION WATER MAIN.
LOCATION APPROXIMATE.
SIZE VARIES - N.F.V.
18"Ø RCP
N.F.V.
18"x30" RCP WYE N.F.V.
30"Ø RCP
N.F.V.
13.2 KV ELECTRIC
UNDERGROUND
DISTRIBUTION
LINE IN 50' EASEMENT.
LOCATION APPROXIMATE.
N.F.V.
LANDSCAPE AREA W/
GRAVEL GROUND COVER
(TYP. EACH SIDE)
STANDARD
CURB INLET
MH EL: 534.96
IE: 531.45
138 KV ELECTRIC
TOWER TRANSMISSION
LINES IN 100' EASEMENT.
LOCATION APPROXIMATE.
N.F.V.
FENCED STORAGE AREA
JEEP TRAIL (TYP.)
10"Ø
S
E
R
V
I
T
A
D
APPROXIMATE
WETLANDS LIMITS
JEEP TRAIL (TYP.)
D
D
D
D
D
D
D
D
D
D
V-101
V-102
V-103
V-104
V-105
V-106
V-107
V-108
NORTH
V-104
EXISTING CONDITIONS SURVEY
FOR PHASE FOUR
JAS FJF
V-104
M A
T C
H
L
I N
E
S
H E
MATCH LINE SHEET V-102
MATCH LINE SHEET V-106MATCH LINE SHEET V-105
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
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, Inc.
Ken Kallenbach
(316) 684-9600
Architect:
TK-Architecture, LLC
Tom Kapels
(719) 325-9303
Irrigation:
Aqua Engineering
Bob Beccard
(970) 372-6104
RCDD:
APOGEE Consulting
Jim Ezekiel
(919) 535-3878
MEP:
Miller Remick
Tom Chapman
(856) 429-4000
Cost Estimating:
MOCA Cost Engineering
Todd Waddle
(850) 389-8131
Surveying, Water Wells & Treatment:
Fabre Engineering & Surveying
Frank Fabre
(850) 433-6438
Geotechnical Engineering:
Terracon Consultants
Jennifer Peters
(210) 907-7648
PHASE 4 DEVELOPMENT
03-31-2020
OF 246
BID DOCUMENTS
H
D a l l a s
F t
W o r t h
N a t i o n a l
C e m e t e r y
P h a s e
C i v i l D w g E x i s t i n g
C o n d i t i o n s V F B I D
D
O C d w g
V
A M
AutoCAD SHX Text 1 inch = ft. Horizontal
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
BFOC
BFOC
BFOC
BFOC
BFOC
BFOC
BFOC
BFOC
W 12''
W 12''
W 12''
W 12''
W 12''
W 12''
W 12''
W 12''
W 12''
W 12''
W 12''
G 30''
G 30''
G 30''
G 30''
G 30''
G 30''
G 30''
OHE
OHE
OHE
OHE
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
BT
BT
BT
BT
BT
BT
UNITED GAS PIPELINE COMPANY
30' EASEMENT
VOLUME 74139, PAGE 2931 D.R.D.C.T.
BLUE CUT ROAD
(RIGHT-OF-WAY EASEMENT ABANDONED
INSTRUMENT NO. 200503540082, O.P.R.D.C.T.)
UTILITY EASEMENT
VOLUME 98193, PAGE 2128
O.P.R.D.C.T.
16"Ø HIGH PRESSURE GAS
TRANSMISSION MAIN IN 30'
EASEMENT. LOCATION
APPROXIMATE. N.F.V.
EXISTING
SPOILS/FILL
DUMPING AREA
UNDERGROUND COMMUNICATION
LINES - BURIED TELEPHONE CABLE,
FIBER OPTIC CABLE IN 4"Ø PVC
CONDUIT AND 4"Ø SPARE CONDUIT
IN 100' VACATED R/W. LOCATION
APPROXIMATE - N.F.V.
30"Ø HIGH PRESSURE
GAS TRANSMISSION
MAIN IN 100' VACATED R/W.
LOCATION APPROXIMATE
N.F.V.
12"Ø POTABLE WATER
MAIN IN 100' VACATED R/W.
LOCATION APPROXIMATE
N.F.V.
LOW WATER
CROSSING.
24"Ø RCP
IE: 481.00 PER
CONSTRUCTION
PLANS - N.F.V.
IE: 480.50 PER
CONSTRUCTION
PLANS - N.F.V.
D
D
D
D
D
D
D
D
D
D
V-101
V-102
V-103
V-104
V-105
V-106
V-107
V-108
NORTH
V-105
EXISTING CONDITIONS SURVEY
FOR PHASE FOUR
JAS FJF
V-105
M A
T C
H
L
I N
E
S
H E
MATCH LINE SHEET V-103
MATCH LINE SHEET V-107
MATCH LINE SHEET V-104
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
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, Inc.
Ken Kallenbach
(316) 684-9600
Architect:
TK-Architecture, LLC
Tom Kapels
(719) 325-9303
Irrigation:
Aqua Engineering
Bob Beccard
(970) 372-6104
RCDD:
APOGEE Consulting
Jim Ezekiel
(919) 535-3878
MEP:
Miller Remick
Tom Chapman
(856) 429-4000
Cost Estimating:
MOCA Cost Engineering
Todd Waddle
(850) 389-8131
Surveying, Water Wells & Treatment:
Fabre Engineering & Surveying
Frank Fabre
(850) 433-6438
Geotechnical Engineering:
Terracon Consultants
Jennifer Peters
(210) 907-7648
PHASE 4 DEVELOPMENT
03-31-2020
OF 246
BID DOCUMENTS
H
D a l l a s
F t
W o r t h
N a t i o n a l
C e m e t e r y
P h a s e
C i v i l D w g E x i s t i n g
C o n d i t i o n s V F B I D
D
O C d w g
V
A M
AutoCAD SHX Text 1 inch = ft. Horizontal
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
.16
.09
.57
.62
.01
.20
.37
.23
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
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OHE
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OHE
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OHE
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BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
DA
LL
AS
P
OW
ER
LI
GH
T C
OM
PA
NY
0'
W
ID
E
EA
SE
ME
NT
VO
LU
ME
, P
AG
E
D.
R.
D.
C.
T.
OHE
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PO
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EA
SE
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GE
D.
R.
D.
C.
T.
13.2 KV ELECTRIC
UNDERGROUND
DISTRIBUTION
LINE IN 50' EASEMENT.
LOCATION APPROXIMATE.
N.F.V.
ELECTRIC TRANSMISSION
TOWER IN 100' EASEMENT
ELECTRIC TRANSMISSION
TOWER IN 100' EASEMENT
ELECTRIC TRANSMISSION
TOWER IN 50' EASEMENT
ELECTRIC TRANSMISSION
TOWER IN 50' EASEMENT
138 KV ELECTRIC
TOWER TRANSMISSION
LINES IN 100' EASEMENT.
LOCATION APPROXIMATE.
N.F.V.
JEEP TRAIL (TYP.)
JEEP TRAIL (TYP.)
APPROXIMATE
WETLANDS LIMITS
D
D
D
D
D
D
D
D
D
D
V-101
V-102
V-103
V-104
V-105
V-106
V-107
V-108
NORTH
EXISTING CONDITIONS SURVEY
FOR PHASE FOUR
V-106
EXISTING CONDITIONS SURVEY
FOR PHASE FOUR
JAS FJF
V-106
M A
T C
H
L
I N
E
S
H E
MATCH LINE SHEET V-104
MATCH LINE SHEET V-108
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
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, Inc.
Ken Kallenbach
(316) 684-9600
Architect:
TK-Architecture, LLC
Tom Kapels
(719) 325-9303
Irrigation:
Aqua Engineering
Bob Beccard
(970) 372-6104
RCDD:
APOGEE Consulting
Jim Ezekiel
(919) 535-3878
MEP:
Miller Remick
Tom Chapman
(856) 429-4000
Cost Estimating:
MOCA Cost Engineering
Todd Waddle
(850) 389-8131
Surveying, Water Wells & Treatment:
Fabre Engineering & Surveying
Frank Fabre
(850) 433-6438
Geotechnical Engineering:
Terracon Consultants
Jennifer Peters
(210) 907-7648
PHASE 4 DEVELOPMENT
03-31-2020
OF 246
BID DOCUMENTS
H
D a l l a s
F t
W o r t h
N a t i o n a l
C e m e t e r y
P h a s e
C i v i l D w g E x i s t i n g
C o n d i t i o n s V F B I D
D
O C d w g v
A M
AutoCAD SHX Text 1 inch = ft. Horizontal
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
X
X
X
X
X
X
X
X
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
BE
BE BE BE BE BE BE BE BE
E
L
P
UNITED GAS PIPELINE COMPANY
30' EASEMENT
VOLUME 74139, PAGE 2931 D.R.D.C.T.
16"Ø HIGH PRESSURE
GAS TRANSMISSION
MAIN IN 30' EASEMENT.
LOCATION APPROXIMATE.
N.F.V.
2"Ø CONDUIT
LOCATION
APPROXIMATE.
N.F.V.
FLAGPOLE
P.O.W. FLAG
JEEP TRAIL (TYP.)
D
D
D
D
D
D
D
D
D
D
V-101
V-102
V-103
V-104
V-105
V-106
V-107
V-108
NORTH
V-107
EXISTING CONDITIONS SURVEY
FOR PHASE FOUR
JAS FJF
V-107
M A
T C
H
L
I N
E
S
H E
MATCH LINE SHEET V-105
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
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, Inc.
Ken Kallenbach
(316) 684-9600
Architect:
TK-Architecture, LLC
Tom Kapels
(719) 325-9303
Irrigation:
Aqua Engineering
Bob Beccard
(970) 372-6104
RCDD:
APOGEE Consulting
Jim Ezekiel
(919) 535-3878
MEP:
Miller Remick
Tom Chapman
(856) 429-4000
Cost Estimating:
MOCA Cost Engineering
Todd Waddle
(850) 389-8131
Surveying, Water Wells & Treatment:
Fabre Engineering & Surveying
Frank Fabre
(850) 433-6438
Geotechnical Engineering:
Terracon Consultants
Jennifer Peters
(210) 907-7648
PHASE 4 DEVELOPMENT
03-31-2020
OF 246
BID DOCUMENTS
H
D a l l a s
F t
W o r t h
N a t i o n a l
C e m e t e r y
P h a s e
C i v i l D w g E x i s t i n g
C o n d i t i o n s V F B I D
D
O C d w g
V
A M
AutoCAD SHX Text P
AutoCAD SHX Text 1 inch = ft. Horizontal
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CONCRETE
MONUMENT TYPE II
FOUND BEARS
S 66°19'58" W 2.09'
DETAIL
N.T.S.
S
P
U
V
A
R
I
A
B
D
G
H
T
O
F
W
A
Y
S
T
A
F
X
A
S
V
O
L
U
P
D
R
D
C
T
GSB
GSB
GSB
G
D
D
D
D
D
D
D
D
D
GSB
G
M
D
V-101
V-102
V-103
V-104
V-105
V-106
V-107
V-108
NORTH
EXISTING CONDITIONS SURVEY
FOR PHASE FOUR
V-108
EXISTING CONDITIONS SURVEY
FOR PHASE FOUR
JAS FJF
V-108
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
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, Inc.
Ken Kallenbach
(316) 684-9600
Architect:
TK-Architecture, LLC
Tom Kapels
(719) 325-9303
Irrigation:
Aqua Engineering
Bob Beccard
(970) 372-6104
RCDD:
APOGEE Consulting
Jim Ezekiel
(919) 535-3878
MEP:
Miller Remick
Tom Chapman
(856) 429-4000
Cost Estimating:
MOCA Cost Engineering
Todd Waddle
(850) 389-8131
Surveying, Water Wells & Treatment:
Fabre Engineering & Surveying
Frank Fabre
(850) 433-6438
Geotechnical Engineering:
Terracon Consultants
Jennifer Peters
(210) 907-7648
PHASE 4 DEVELOPMENT
03-31-2020
OF 246
BID DOCUMENTS
H
D a l l a s
F t
W o r t h
N a t i o n a l
C e m e t e r y
P h a s e
C i v i l D w g E x i s t i n g
C o n d i t i o n s V F B I D
D
O C d w g
V
A M
AutoCAD SHX Text 1 inch = ft. Horizontal
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
File details come from the government source that posted it. Updated .