Drawings_(Part_1_of_9).pdf
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- FY19 RRAD General Purpose Warehouse Federal contract opportunity
- Solicitation number
- W9126G19B0007
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Drawings Part 1 of 9
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Text version
RED RIVER ARMY DEPOT
GENERAL PURPOSE WAREHOUSE
PN DDRT1901
FY19 DLA
HOOKS, TEXAS
H O
O
KS, TEXAS
US ARMY CORPS
OF ENGINEERS
FORT WORTH DISTRICT
DATED: FEBRUARY 2019
THIS PROJECT WAS DESIGNED BY THE FORT WORT DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS.
THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
MARK L. BLACK, P.E.
R
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SHEET
SEQUENCE
NUMBER
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G-002
IN
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G S
I S.
W
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GENERAL
G-001 COVER SHEET
G-002 INDEX OF DRAWINGS I
G-003 INDEX OF DRAWINGS II
G-100 PROJECT LOCATION AND HAUL ROUTE
G-101 PROJECT LOCATION MAP II & SITE LAYDOWN AREA
CIVIL
C-001 GENERAL NOTES
C-002 LEGEND AND ABBREVIATIONS
CD100 OVERALL DEMOLITION PLAN
CD101 DEMOLITION PLAN I
CD102 DEMOLITION PLAN II
CD103 DEMOLITION PLAN III
CD104 DEMOLITION PLAN IV
CD105 DEMOLITION PLAN V
CD106 DEMOLITION PLAN VI
CD107 DEMOLITION PLAN VII
CD108 DEMOLITION PLAN VIII
CD108A DEMOLITION PLAN VIII (ADDITIVE #1)
CD109 DEMOLITION PLAN IX
CS100 OVERALL SITE PLAN
CS101 SITE PLAN I
CS102 SITE PLAN II
CS103 SITE PLAN III
CS104 SITE PLAN IV
CS105 SITE PLAN V
CS106 SITE PLAN VI
CS107 SITE PLAN VII
CS108A SITE PLAN VIII (ADDITIVE #1)
CS109 SITE PLAN IX
CG100 OVERALL GRADING PLAN
CG101 GRADING PLAN I
CG102 GRADING PLAN II
CG103 GRADING PLAN III
CG104 GRADING PLAN IV
CG105 GRADING PLAN V
CG106 GRADING PLAN VI
CG107 GRADING PLAN VII
CG108A GRADING PLAN VIII (ADDITIVE #1)
CG200 OVERALL STORM DRAIN AND COMMUNICATION DUCT BANK PLAN
CG201 STORM DRAIN AND COMMUNICATION DUCT BANK PLAN I
CG202 STORM DRAIN AND COMMUNICATION DUCT BANK PLAN II
CG203 STORM DRAIN AND COMMUNICATION DUCT BANK PLAN III
CG204 STORM DRAIN AND COMMUNICATION DUCT BANK PLAN IV
CG205 STORM DRAIN AND COMMUNICATION DUCT BANK PLAN V
CG206 STORM DRAIN AND COMMUNICATION DUCT BANK PLAN VI
CG207 STORM DRAIN AND COMMUNICATION DUCT BANK PLAN VII
CG208 STORM DRAIN AND COMMUNICATION DUCT BANK PLAN VIII
CG209A STORM DRAIN AND COMMUNICATION DUCT BANK PLAN (ADDITIVE #1)
CP100 OVERALL PAVING PLAN
CP101 PAVING PLAN I
CP102 PAVING PLAN II
CP103 PAVING PLAN III
CP104 PAVING PLAN IV
CP105 PAVING PLAN V
CP106 PAVING PLAN VI
CP107 PAVING PLAN VII
CP108A PAVING PLAN VIII (ADDITIVE #1)
CP109 OVERALL JOINT PATTERN PLAN
CP110 JOINT PATTERN PLAN I
CP111 JOINT PATTERN PLAN II
CP112 OVERALL JOINT ELEVATION PLAN
LANDSCAPE
LP100 OVERALL LANDSCAPE PLAN
LP101 LANDSCAPE PLAN I
LP102 LANDSCAPE PLAN II
LP103 LANDSCAPE PLAN III
LP104 LANDSCAPE PLAN IV
LP105 LANDSCAPE PLAN V
LP106 LANDSCAPE PLAN VI
LP107 LANDSCAPE PLAN VII
LP108A LANDSDCAPE VIIIA ADDITIVE I
L-501 LANDSCAPE PLANTING SCHEDULE AND DETAILS
STRUCTURAL
S-001 GENERAL STRUCTURAL NOTES AND DETAILS I
S-002 GENERAL STRUCTURAL NOTES AND DETAILS II
S-003 GENERAL STRUCTURAL NOTES AND DETAIL III
S-004 GENERAL STRUCTURAL NOTES AND DETAILS IV
S-005 GENERAL STRUCTURAL NOTES AND DETAILS V
S-006 GENERAL STRUCUTRAL NOTES AND DETAILS VI
S-007 GENERAL STRUCTURAL NOTES AND DETAILS VII
S-101 OVERALL FOUNDATION PLAN
S-102 FOUNDATION PLAN AREA A
S-103 FOUNDATION PLAN AREA B
S-104 FOUNDATION PLAN AREA C
S-105 FOUNDATION PLAN AREA D
S-106 FOUNDATION PLAN AREA E
S-107 FOUNDATION PLAN AREA F
S-108 FOUNDATION PLAN AREA G
S-109 FOUNDATION PLAN AREA H
S-110 FOUNDATION PLAN AREA I
S-111 OVERALL ROOF FRAMING PLAN
S-112 ROOF FRAMING PLAN AREA A
S-113 ROOF FRAMING PLAN AREA B
S-114 ROOF FRAMING PLAN AREA C
S-115 ROOF FRAMING PLAN AREA D
S-116 ROOF FRAMING PLAN AREA E
S-117 ROOF FRAMING PLAN AREA F
S-118 ROOF FRAMING PLAN AREA G
S-119 ROOF FRAMING PLAN AREA H
S-120 ROOF FRAMING PLAN AREA I
S-301 FOUNDATION SECTIONS I
S-302 FOUNDATION SECTIONS II
S-311 FRAMING SECTIONS I
S-312 FRAMING SECTIONS II
S-313 INTERIOR SECTIONS
S-314 ANNEX AND BATTERY CHARGING ROOM SECTIONS
S-501 DETAILS I
S-601 SCHEDULES I
SURVEY
V-100 OVERALL SURVEY PLAN
V-101 SURVEY PLAN I
V-102 SURVEY PLAN II
V-103 SURVEY PLAN III
V-104 SURVEY PLAN IV
V-105 SURVEY PLAN V
V-106 SURVEY PLAN VI
V-107 SURVEY PLAN VII
V-108 SURVEY PLAN VIII
V-109 SURVEY PLAN IX
CIVIL (continued)
C-518 STORM DRAIN DETAILS V
C-519 STORM DRAIN DETAILS VI
C-520 STORM DRAIN DETAILS VII
C-521 LOW IMPACT DEVELOPMENT DETAILS
C-522 METAL BEAM GUARD FENCE
C-523 SINGLE GUARDRAIL TERMINAL
C-524 RAILROAD CROSSING DETAILS
CIVIL (continued)
CP113 JOINT ELEVATION PLAN I
CP114 JOINT ELEVATION PLAN II
CP200 OVERALL SIGNAGE PAVEMENT MARKING PLAN
CP201 SIGNAGE PAVEMENT MARKING PLAN I
CP202 SIGNAGE PAVEMENT MARKING PLAN II
CP203 SIGNAGE PAVEMENT MARKING PLAN III
CP204 SIGNAGE PAVEMENT MARKING PLAN IV
CP205 SIGNAGE PAVEMENT MARKING PLAN V
CP206 SIGNAGE PAVEMENT MARKING PLAN VI
CP207 SIGNAGE PAVEMENT MARKING PLAN VII
CP208A SIGNAGE PAVEMENT MARKING PLAN VIII (ADDITIVE #1)
CU100 OVERALL UTILITY PLAN
CU101 UTILITY PLAN I
CU102 UTILITY PLAN II
CU103 UTILITY PLAN III
CU104 UTILITY PLAN IV
CU105 UTILITY PLAN V
CU106 UTILITY PLAN VI
CU107 UTILITY PLAN VII
CU108 UTILITY PLAN VIII
C-201 BAN LANE PLAN AND PROFILE STA 0+00 TO 9+00
C-201A NORTH ROAD PROFILE I (ADDITIVE #1)
C-202 BAN LANE PROFILE II 8+50 TO 16+50
C-202A NORTH ROAD HORIZONTAL ALIGNMENT DATA
C-203 BAN LANE PROFILE 16+00 TO 20+50
C-203A NORTH ROAD STORM CULVERT PROFILES (ADDITIVE #1)
C-204 BAN LANE HORIZONTAL ALIGNMENT DATA
C-204A NORTH ROAD HORIZONTAL ALIGNMENT DATA (ADDITIVE #1)
C-205 BAN LANE BOX CULVERTS PROFILE
C-206 STORM LINE A PROFILES I
C-207 STORM LINE A PROFILES II
C-208 STORM LINE A PROFILES III
C-209 STORM LINE A PROFILES IV
C-210 STORM LINE B PROFILES I
C-211 STORM LINE B PROFILES II
C-212 STORM LINE B PROFILES III
C-213 STORM LINE B PROFILES IV
C-214 SEWER GRAVITY LINE PROFILE
C-215 SANITARY SEWER FORCE MAIN PROFILE
C-216 COMMUNICATION LINE PROFILE I
C-217 COMMUNICATION LINE PROFILE II
C-218 COMMUNICATION LINE PROFILE III
C-219 COMMNICATION LINE PROFILE IV
C-301 BAN LANE CROSS SECTION STA. 0+00 TO 1+25
C-302 BAN LANE CROSS SECTIONS STA. 1+50 TO 3+77.69
C-303 BAN LANE CROSS SECTIONS STA. 4+00 TO 6+00
C-304 BAN LANE CROSS SECTION STA. 6+25 TO 7+86.25
C-305 BAN LANE CROSS SECTION STA. 7+86.37 TO 10+25
C-306 BAN LANE CROSS SECTIONS STA. 10+50 TO 13+25
C-307 BAN LANE CROSS SECTION STA. 13+50 TO 16+25
C-308 BAN LANE CROSS SECTION STA. 16+50 TO 18+25
C-309 BAN LANE CROSS SECTIONS STA. 18+50 TO 19+75
C-310 BAN LANE CROSS SECTIONS 19+98.16 TO 20+50
C-311 EMERGENCY ACCESS DRIVE CROSS SECTIONS STA. 0+00 TO 3+50
C-312 EMERGENCY ACCESS DRIVE CROSS SECTIONS STA. 3+75 TO 6+62.88
C-313 EMERGENCY ACCESS DRIVE CROSS SECTIONS STA. 6+75 TO 10+25
C-314 EMERGENCY ACCESS DRIVE CROSS SECTIONS STA. 10+25 TO 14+00
C-315 EMERGENCY ACCESS DRIVE CROSS SECTIONS STA. 14+25 TO 17+72.47
C-316 EMERGENCY ACCESS DRIVE CROSS SECTIONS STA. 17+75 TO 20+75
C-317 EMERGENCY ACCESS DRIVE CROSS SECTIONS STA. 21+00 TO 23+25
C-318 EMERGENCY ACCESS DRIVE CROSS SECTIONS STA. 23+50 TO 24+35
C-319A BAN LANE CROSS SECTION STA. 20+50 TO 22+38.23 (ADDITIVE #1)
C-320A BAN LANE CROSS SECTION STA. 22+50 TO 24+75 (ADDITIVE #1)
C-321A NORTH ROAD CROSS SECTIONS STA. 2+65.80 TO 3+75 (ADDITIVE #1)
C-322A NORTH ROAD CROSS SECTIONS STA. 3+87.16 TO 5+00 (ADDITIVE #1)
C-324A NORTH ROAD CROSS SECTIONS STA. 5+25 TO 6+25 (ADDITIVE #1)
C-501 PAVING DETAILS I
C-502 PAVING DETAILS II
C-503 PAVING DETAILS III
C-504 PAVING DETAILS IV
C-505 PAVING DETAILS V
C-506 SIGNAGE STRIPING DETAILS I
C-507 MISCELLANEOUS SITE DETAILS
C-508 HANDICAP ACCESS DETAILS
C-509 WATER DETAILS
C-510 SANITARY SEWER DETAILS
C-511 LIFT STATION DETAILS
C-512 NATURAL GAS DETAILS
C-513 MISCELLANEOUS UTILITY DETAILS
C-514 STORM DRAIN DETAILS I
C-515 STORM DRAIN DETAILS II
C-516 STORM DRAIN DETAILS III
C-517 STORM DRAIN DETAILS IV
GEOTECHNICAL
B-101 BORING LOCATIONS
B-201 LOGS OF BORINGS - 1 OF 3 GENERAL PURPOSE WAREHOUSE SITE
B-202 LOGS OF BORINGS - 2 OF 3 GENERAL PURPOSE WAREHOUSE SITE
B-203 LOGS OF BORINGS - 3 OF 3 GENERAL PURPOSE WAREHOUSE SITE
SHEET
SEQUENCE
NUMBER
1 2 3 4 5
D ra wn b y:
D es ig ne d by
Su bm itt ed b y:
D at e:
C on tra ct
N o.
So lic ita tio n N o.
U .S
. A R
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G-003
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ELECTRICAL
ES505 ELECTRICAL EXTERIOR DETAILS 5
ES506 LIFT STATION ELECTRICAL DETAILS
E-001 INTERIOR ELECTRICAL LEGEND
EG101 LIGHTNING PROTECTION PLAN - AREA A
EG102 LIGHTNING PROTECTION PLAN - AREA B
EG103 LIGHTNING PROTECTION PLAN - AREA C
EG104 LIGHTNING PROTECTION PLAN - AREA D
EG105 LIGHTNING PROTECTION PLAN - AREA E
EG106 LIGHTNING PROTECTION PLAN - AREA F
EG107 LIGHTNING PROTECTION PLAN - AREA G
EG108 LIGHTNING PROTECTION PLAN - AREA H
EG109 LIGHTNING PROTECTION - AREA I
EG501 GROUNDING DETAILS 1
EG502 GROUNDING DETAILS 2
EG503 GROUNDING DETAILS 3
EG601 GROUNDING RISER DIAGRAM
EL001 LIGHTING FIXTURE SCHEDULE & LIGHTING CONTROL MATRIX
EL101 LIGHTING PLAN - AREA A
EL102 LIGHTING PLAN - AREA B
EL103 LIGHTING PLAN - AREA C
EL104 LIGHTING PLAN - AREA D
EL105 LIGHTING PLAN - AREA E
EL106 LIGHTING PLAN - AREA F
EL107 LIGHTING PLAN - AREA G
EL108 LIGHTING PLAN - AREA H
EL109 LIGHTING PLAN - AREA I
EL501 LIGHTING DETAILS 1
EL502 LIGHTING DETAILS 2
EL503 LIGHTING DETAILS 3
EL504 LIGHTING DETAILS 4
EL505 LIGHTING DETAIL 5
EL506 LIGHTING DETAILS 6
EP101 POWER PLAN - AREA A
EP102 POWER PLAN - AREA B
EP103 POWER PLAN - AREA C
EP104 POWER PLAN - AREA D
EP105 POWER PLAN - AREA E
EP106 POWER PLAN - AREA F
EP107 POWER PLAN - AREA G
EP108 POWER PLAN - AREA H
EP109 POWER PLAN - AREA I
EP501 ELECTRICAL DETAILS 1
EP601 ELECTRICAL RISER DIAGRAM
EP701 PANELBOARD SCHEDULES 1
EP702 PANELBOARD SCHEDULES 2
EP703 PANELBOARD SCHEDULES 3
EP704 PANELBOARD SCHEDULES 4
EP705 PANELBOARD SCHEDULES 5
EP706 PANELBOARD SCHEDULES 6
EP707 PANELBOARD SCHEDULES 7
EP708 PANELBOARD SCHEDULES 8
EP709 PANELBOARD SCHEDULES 9
EP710 PANELBOARD SCHEDULES 10
ET101 TELECOMMUNICATIONS PLAN - AREA A
ET102 TELECOMMUNICATIONS PLAN - AREA B
ET103 TELECOMMUNICATIONS PLAN - AREA C
ET104 TELECOMMUNICATIONS PLAN - AREA D
ET105 TELECOMMUNICATIONS PLAN - AREA E
ET106 TELECOMMUNICATIONS PLAN - AREA F
ET107 TELECOMMUNICATIONS PLAN - AREA G
ET108 TELECOMMUNICATIONS PLAN - AREA H
ET109 TELECOMMUNICATIONS PLAN - AREA I
ET501 TELECOMMUNICATIONS DETAILS 1
ET502 TELECOMMUNICATIONS DETAILS 2
ET601 TELECOMMUNICATIONS RISER DIAGRAM 1
ET602 TELECOMMUNICATIONS RISER DIAGRAM 2
EY101 SECURITY SYSTEMS - AREA A
EY102 SECURITY SYSTEMS - AREA B
EY103 SECURITY SYSTEMS - AREA C
EY104 SECURITY SYSTEMS - AREA D
EY105 SECURITY SYSTEMS - AREA E
EY106 SECURITY SYSTEMS - AREA F
EY107 SECURITY SYSTEMS - AREA G
EY108 SECURITY SYSTEMS - AREA H
EY109 SECURITY SYSTEMS - AREA I
EY501 SECURITY SYSTEM DETAILS 1
EY601 ACCESS CONTROL RISER DIAGRAM
EY602 IDS RISER DIAGRAM
ELECTRICAL
ED100 OVERALL ELECTRICAL EXTERIOR DEMOLITION PLAN
ED101 ELECTRICAL EXTERIOR DEMOLITION PLAN 1
ED102 ELECTRICAL EXTERIOR DEMOLITION PLAN 2
ES100 OVERALL ELECTRICAL EXTERIOR PLAN
ES101 ELECTRICAL EXTERIOR PLAN 1
ES102 ELECTRICAL EXTERIOR PLAN 2
ES103 ELECTRICAL EXTERIOR PLAN 3
ES501 ELECTRICAL EXTERIOR DETAILS 1
ES502 ELECTRICAL EXTERIOR DETAILS 2
ES503 ELECTRICAL EXTERIOR DETAILS 3
ES504 ELECTRICAL EXTERIOR DETAILS 4
PLUMBING
P-001 PLUMBING LEGEND
P-101 PLUMBING FLOOR PLAN
P-102 PLUMBING PLAN AREA A
P-103 PLUMBING PLAN AREA B
P-104 PLUMBING PLAN AREA C
P-105 PLUMBING PLAN AREA D
P-106 PLUMBING PLAN AREA E
P-107 PLUMBING PLAN AREA F
P-108 PLUMBING PLAN AREA G
P-109 PLUMBING PLAN AREA H
P-401 ENLARGED PLUMBING PLAN - OFFICE AREA
P-402 ENLARGED PLUMBING PLAN - RESTROOMS
P-403 ENLARGED MECHANICAL ROOM PLUMBING ABOVE & BELOW SLAB
P-501 PLUMBING DETAILS
P-601 PLUMBING SCHEDULES
P-901 RISER DIAGRAM - DOMESTIC WATER - OFFICE AREA
P-902 RISER DIAGRAM - WASTE AND VENT
MECHANICAL
M-001 MECHANICAL GENERAL NOTES AND LEGENDS
M-101 OVERALL MECHANICAL FLOOR PLAN
M-102 AREA A MECHANICAL PLAN
M-103 AREA B MECHANICAL PLAN
M-104 AREA C MECHANICAL PLAN
M-105 AREA D MECHANICAL PLAN
M-106 AREA E MECHANICAL PLAN
M-107 AREA F MECHANICAL PLAN
M-108 AREA G MECHANICAL PLAN
M-109 AREA H MECHANICAL PLAN
M-401 ENLARGED ADMIN AREA MECHANICAL FLOORPLAN
M-402 MECHANICAL FORKLIFT ROOM
M-403 MECHANICAL ROOM SECTION & FORKLIFT ROOF PLAN
M-404 HVAC PLAN ENLARGED UTILITY ROOMS
M-501 ATFP DETAILS I
M-502 ATFP DETAILS II
M-503 MECHANICAL DETAILS I
M-504 MECHANICAL DETAILS II
M-601 MECHANICAL SCHEDULES
MI-001 MECHANICAL CONTROLS LEGEND
MI-600 MECHANICAL CONTROLS AHU-1 & 2
MI-601 MECHANICAL CONTROL POINTS LIST
MI-602 MISCELLANEOUS MECHANICAL CONTROLS I
MI-603 MISCELLANEOUS MECHANICAL CONTROLS II
MI-604 CRAC UNIT HVAC CONTROLS AND POINTS LIST
MI-605 UTILITY SUB-METERS AND POINTS LIST
FIRE ALARM
FA101 FIRE ALARM & MASS NOTIFICATION PLAN - AREA A
FA102 FIRE ALARM & MASS NOTIFICATION PLAN - AREA B
FA103 FIRE ALARM & MASS NOTIFICATION PLAN - AREA C
FA104 FIRE ALARM & MASS NOTIFICATION PLAN - AREA D
FA105 FIRE ALARM & MASS NOTIFICATION PLAN - AREA E
FA106 FIRE ALARM & MASS NOTIFICATION PLAN - AREA F
FA107 FIRE ALARM & MASS NOTIFICATION PLAN - AREA G
FA108 FIRE ALARM & MASS NOTIFICATION PLAN - AREA H
FA109 FIRE ALARM & MASS NOTIFICATION PLAN - AREA I
FA601 FIRE ALARM, MNS, PA RISER DIAGRAM
FA602 FIRE ALARM AND MASS NOTIFICATION OPERATIONAL MATRIX
FA603 LOC DETAILS
FA604 FIRE ALARM REMOTE ANNUNCIATOR DETAIL
FIRE PROTECTION
FX-101 FIRE PROTECTION FLOOR PLAN OVERALL
FX-501 FIRE PROTECTION DETAILS
INTERIORS
I-101 OVERALL FURNITURE FLOOR PLAN
I-102 ENLARGED FURNITURE FLOOR PLAN AREA I
I-601 INTERIOR FINISH SCHEDULE
I-602 SIGNAGE SCHEDULE
I-603 SIGNAGE SCHEDULE
ARCHITECTURE
A-001 GENERAL NOTES & ABBREVIATIONS
A-002 PROJECT STANDARDS
A-003 SCHEMATIC AIR BARRIER PLANS AND SECTIONS
A-100 GRID LAYOUT
A-101 OVERALL FLOOR PLAN
A-102 PARTIAL FLOOR PLAN A
A-103 PARTIAL FLOOR PLAN B
A-104 PARTIAL FLOOR PLAN C
A-105 PARTIAL FLOOR PLAN D
A-106 PARTIAL FLOOR PLAN E
A-107 PARTIAL FLOOR PLAN F
A-108 PARTIAL FLOOR PLAN G
A-109 PARTIAL FLOOR PLAN H
A-110 PARTIAL FLOOR PLAN ADMIN AREA
A-130 OVERALL REFLECTED CEILING PLAN
A-131 PARTIAL REFLECTED CEILING PLAN A
A-132 PARTIAL REFLECTED CEILING PLAN B
A-133 PARTIAL REFLECTED CEILING PLAN C
A-134 PARTIAL REFLECTED CEILING PLAN D
A-135 PARTIAL REFLECTED CEILING PLAN E
A-136 PARTIAL REFLECTED CEILING PLAN F
A-137 PARTIAL REFLECTED CEILING PLAN G
A-138 PARTIAL REFLECTED CEILING PLAN H
A-139 PARTIAL REFLECTED CEILING PLAN I
A-150 OVERALL ROOF PLAN
A-151 PARTIAL ROOF PLAN A
A-152 PARTIAL ROOF PLAN B
A-153 PARTIAL ROOF PLAN C
A-154 PARTIAL ROOF PLAN D
A-155 PARTIAL ROOF PLAN E
A-156 PARTIAL ROOF PLAN F
A-157 PARTIAL ROOF PLAN G
A-158 PARTIAL ROOF PLAN H
A-159 A-201 A-202 A-203 A-301 A-302 A-303 A-310 A-311 A-312 A-401 A-402 A-403 A-404 A-410 A-411 A-420 A-421 A-430 A-501 A-502 A-510 A-511 A-512 A-513 A-520 A-521 A-530 A-531 A-532 A-540 A-550 A-570 A-601 A-602 A-603
PARTIAL ROOF PLAN I
OVERALL ELEVATIONS
NORTH PARTIAL ELEVATIONS
SOUTH PARTIAL ELEVATIONS
OVERALL BUILDING SECTIONS
ENLARGED LONGITUDINAL SECTIONS
ADMIN SECTIONS
WALL SECTIONS I
WALL SECTION II
WALL SECTION III
RESTROOM PLAN & ELEVATIONS
ENLARGED FLOOR PLANS
ENLARGED REFLECTED CEILING PLANS
MILLWORK ELEVATIONS & DETAILS
ENLARGED ELEVATIONS I
ENLARGED ELEVATIONS II
STAIR PLANS AND SECTIONS
STAIR DETAILS II
LADDER DETAILS
PLAN DETAILS I
PLAN DETAILS II
WALL DETAILS I
WALL DETAILS II
INTERIOR WALL PARTITION DETAILS
EXTERIOR WALL PARTITION DETAILS
ROOF DETAILS I
ROOF DETAILS II
DOOR DETAILS I
DOOR DETAILS II
DOOR DETAILS III
WINDOW DETAILS
CEILING DETAILS
MISC. DETAILS I
PARTITION TYPES
DOOR SCHEDULE
LOUVER/WINDOW SCHEDULE
G
W
W
W
C
B
C
B
M
H
M
H
G
S
D
V-101V-102
V-103V-105
V-104V-106
V-107V-109
V-108
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
C
O
N
C
R
E
T E
C
O
N
C
R
E
T E
C
O
N
C
R
E
T E
C
O
N
C
R
E
T
E
C
O
N
C
R
E
T
E
C
O
N
C
R
E
T
E
C
O
N
C
R
E
T
E
C O
N C
R E
T E
C
O
N
C
R
E
T E
C
O
N
C
R
E
T E
A
S
P
H
A
L T
A
S
P
H
A
L T
A
S
P
H
A
L T
RAILROAD TRACKS
RAILROAD TRACKS
RAILROAD TRACKS
RAILROAD TRACKS
R
A
I L
R
O
A
D
T
R
A
C
K
S
R
A
I L
R
O
A
C
K
S
R
A
I L
R
O
A
C
K
S
R
A
I L R
O
A
C
K
S
RAILROAD TRACKS
RAILROAD TRACKS
RAILROAD TRACKS
R
A
I
L
R
O
A
C
K
S
R
A
I
L
R
O
A
C
K
S
R
A
I
L
R
O
A
C
K
S
R
A
I
L
R
O
A
C
K
S
C
O
N
C
R
E
T E
O N
E
S
T O
R Y
B U
I L D
I N
G
B R
I C
K
C
B
M
H
M
H
W
W A
R N
I N
G
S
I G
N
C
A U
T I O
N
W
O R
K
A
R E
A
M
H
X
H
E I G
H T
A
C
C
E
S
A
D
H
I G
H
C
H A
I
L
N
K
S E
C U
R I T
Y
F
E N
C E
BAN LANE - DIRT ROADWAY
H
I G
H
C
H A
N
K
S E
C U
R I T
Y
F
E N
C E
B A
N
L A
N
E
D
IR
T R
O
A D
W
A Y
BAN LANE - DIRT ROADWAY
BAN LANE - DIRT ROADWAY
BAN LANE - DIRT ROADWAY
BAN LANE - DIRT ROADWAY
B
E
I
A
D
W
A
Y
B
I
A
D
W
A
Y
BAN LANE - DIRT ROADWAY
BAN LANE - DIRT ROADWAY
B A
N L
A N
E
D
IR
T R
O A
D W
A Y
T
R
N
E
T R
E E
L
IN
E
T
R
N
E
T
R
N
E
T R
N
E
T
R
N
E
T
R
N
E
T
R
N
E
T
R
N
E
TR
E
E
LIN
E
T
R
N
E
T
R
N
E
T
R
N
E
T
R
N
E
T
R
N
E
T R
E E
L
IN
E
T R
E E
L
IN
E
T
R
N
E
T R
E E
L
IN
E
T R
E E
L
IN
E
T R
E E
L
IN
E
D I R
T
R
O A
D W
A Y
T
R
N
E
P R
I V
A T
E
G
U I D
E
S
I G
N
A
U T
O S
X
H
E I G
H T
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
3. SEE SHEET V-100 FOR CONTROL POINT INFORMATION.
4. TOPOGRAPHIC SURVEY WAS COMPLETED BY ARS ENGINEERS DATED
SEPTEMBER 2017. FILE COORDINATE SYSTEM: SURFACESURFACE TO
GRID CONVERSION FACTOR: 0.999880014398.
5. THE HORIZONTAL DATUM OF THE SURVEY IS BASED UPON THE TEXAS
STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202), NAD
83, THE VERTICAL DATUM OF THE SURVEY IS BASED UPON NAVD 88.
NOTES:
R E
D
R
I V
M
Y
D
E P
O T
H
O O
K S
T
E X
A S
F Y
D
N
E R
U R
P O
R
E H
O U
S E
SHEET
SEQUENCE
NUMBER
W
G
B
1 2 3 4 5
D r a w n b y
D e s i g n e d b y
S u b m i t t e d b y
F i l e
N a m e
D a t e
C o n t r a c t
N o
S o l i c i t a t i o n
N o
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
F O
R
T H
T
E X
A S
R e v i e w e d b y
FORT WORTH DISTRICT
US ARMY CORPS
OF ENGINEERS ®
B R
A N
T
J E
N S
E N
P
E
C H
I E
F
C
I V
I L
S
E C
T I O
N
D
C
B
A
P L O
T
S
C A
L E
P L O
T
D
A T
E
R e v
S y m b o l
D e s c r i p t i o n
T r a c k i n g
N o
A c t i o n
D a t e
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
F E
B R
U A
J
E
N N
I S
J
E
N N
I S
B
J E
N S
E N
P
E
O V
E R
A L
L
S U
R V
A
N
V-100
N
300'0 150'
AutoCAD SHX Text
UTILITY SIGN "WATER LINE BELOW" 1.0'X0.5' 4.6' HEIGHT
x
60'0 30'
N
MATCHLINE V-102
MATCHLINE V-101
MATCHLINE V-102
MATCHLINE V-101
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
B A
N
L A
I R
T
R
O A
D W
A Y
B A
N
L A
I R
T
R
O A
D W
A Y
T R
N
E
T R
N
E
T
R
N
E
CP5907
CP5905
CP123
CP5903
CP2
CP862
CP114
CP861
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
3. SEE SHEET V-100 FOR CONTROL POINT INFORMATION.
4. TOPOGRAPHIC SURVEY WAS COMPLETED BY ARS ENGINEERS DATED
SEPTEMBER 2017. FILE COORDINATE SYSTEM: SURFACESURFACE TO
GRID CONVERSION FACTOR: 0.999880014398.
5. THE HORIZONTAL DATUM OF THE SURVEY IS BASED UPON THE TEXAS
STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202), NAD
83, THE VERTICAL DATUM OF THE SURVEY IS BASED UPON NAVD 88.
NOTES:
R E
D
R
I V
M
Y
D
E P
O T
H
O O
K S
T
E X
A S
D
N
E R
R
P O
R
E H
O U
S E
SHEET
SEQUENCE
NUMBER
W
G
B
1 2 3 4 5
D r a w n b y
D e s i g n e d b y
S u b m i t t e d b y
F i l e
N a m e
D a t e
C o n t r a c t
N o
S o l i c i t a t i o n
N o
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
F O
R
T H
T
E X
A S
R e v i e w e d b y
FORT WORTH DISTRICT
US ARMY CORPS
OF ENGINEERS ®
B R
A N
T
J E
N S
E N
P
E
C H
I E
F
C
I V
I L
S
E C
T I O
N
D
C
B
A
P L O
T
S
C A
L E
P L O
T
D
A T
E
R e v
S y m b o l
D e s c r i p t i o n
T r a c k i n g
N o
A c t i o n
D a t e
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
F E
B R
U A
J
E
N N
I S
J
E
N N
I S
B
J E
N S
E N
P
E
S U
R V
A
N
V-101
B
M
H
M
H
C
P
C
P
C
P
C
P
W x
W x
60" RCP FL S: 336.54
18" RCP FL S: 352.60
60" RCP FL S: 336.47
60" RCP FL S: 336.51
60" RCP FL S: 336.49
60" RCP FL S: 336.47
60" RCP FL S: 336.49
60" RCP FL S: 336.55
60" RCP FL S: 336.53
60" RCP FL S: 336.54
60" RCP FL S: 336.53
60" RCP FL N: 337.26
60" RCP FL N: 337.14
60" RCP FL N: 337.21
60" RCP FL N: 337.18
60" RCP FL N: 337.15
60" RCP FL N: 337.11
60" RCP FL N: 337.17
60" RCP FL N: 337.23
60" RCP FL N: 337.29
60" RCP FL N: 337.36
60" RCP FL N: 341.29
60" RCP FL N: 341.25
60" RCP FL N: 341.21
60" RCP FL S: 339.86
60" RCP FL S: 339.85
60" RCP FL S: 339.87
CATCH BASIN RIM: 358.01
18" RCP FL E: 354.36
18" RCP FL N: 353.54
18" RCP FL S: 353.54
18" RCP FL S: 354.84
CURB INLET RIM: 358.29
18" RCP FL E: 353.62
18" RCP FL N: 354.22
18" RCP FL N: 355.62
CURB INLET RIM: 358.37
18" RCP FL W: 353.62
18" RCP FL W: 353.62
VALVE COVER: 359.11
VALVE (TON): 356.42
60'0 30'
N
MATCHLINE V-104
MATCHLINE V-102
M A
T C
H L
I N
E
V
M A
T C
H L
I N
E
V
MATCHLINE V-102
MATCHLINE V-101
MATCHLINE V-102
MATCHLINE V-101
MATCHLINE V-104
MATCHLINE V-102
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
C
O
N
C
R
E
T E
C
O
N
C
R
E
T E
C
O
N
C
R
E
T E
C
O
N
C
R
E
T
E
C
O
N
C
R
E
T E
C
O
N
C
R
E
T E
C
O
N
C
R
E
T E
R A
I L R
O A
D
T
R A
C K
S
R A
I L R
O A
D
T
R A
C K
S
R A
I L R
O A
D
T
R A
C K
S
R A
I L
R O
A
C K
S
C
B
M
H
M
H
W
A
C
C
E
A
D
7' HIGH CHAIN LINK
SECURITY FENCE
B A
N
L A
I R
T
R
O A
D W
A Y
7' HIGH CHAIN LINK
SECURITY FENCE
B
N
E
D
I R
T
R
O
A D
W
A Y
T
R
N
E
T R
N
E
T R
N
E
CP5910
CP5906
CP5918
CP860
CP209
CP882
CP883
CP212
CP213
CP210
CP1616
CP211
CP201
CP202
CP325
CP864
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
3. SEE SHEET V-100 FOR CONTROL POINT INFORMATION.
4. TOPOGRAPHIC SURVEY WAS COMPLETED BY ARS ENGINEERS DATED
SEPTEMBER 2017. FILE COORDINATE SYSTEM: SURFACESURFACE TO
GRID CONVERSION FACTOR: 0.999880014398.
5. THE HORIZONTAL DATUM OF THE SURVEY IS BASED UPON THE TEXAS
STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202), NAD
83, THE VERTICAL DATUM OF THE SURVEY IS BASED UPON NAVD 88.
NOTES:
R E
D
R
I V
M
Y
D
E P
O T
H
O O
K S
T
E X
A S
D
N
E R
R
P O
R
E H
O U
S E
SHEET
SEQUENCE
NUMBER
W
G
B
1 2 3 4 5
D r a w n b y
D e s i g n e d b y
S u b m i t t e d b y
F i l e
N a m e
D a t e
C o n t r a c t
N o
S o l i c i t a t i o n
N o
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
F O
R
T H
T
E X
A S
R e v i e w e d b y
FORT WORTH DISTRICT
US ARMY CORPS
OF ENGINEERS ®
B R
A N
T
J E
N S
E N
P
E
C H
I E
F
C
I V
I L
S
E C
T I O
N
D
C
B
A
P L O
T
S
C A
L E
P L O
T
D
A T
E
R e v
S y m b o l
D e s c r i p t i o n
T r a c k i n g
N o
A c t i o n
D a t e
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
F E
B R
U A
J
E
N N
I S
J
E
N N
I S
B
J E
N S
E N
P
E
S U
R V
A
N
I
V-102
60'0 30'
MATCHLINE V-103
MATCHLINE V-105
MATCHLINE V-103
MATCHLINE V-105
M A
T C
H L
I N
E
V
M A
T C
H L
I N
E
V
T
R
N
E
T
R
N
E
T
R
N
E
T
R
N
E
CP5916
CP5915
CP6101
CP5914
CP5912
CP5913
CP5911
CP5909
CP5908
CP207
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
3. SEE SHEET V-100 FOR CONTROL POINT INFORMATION.
4. TOPOGRAPHIC SURVEY WAS COMPLETED BY ARS ENGINEERS DATED
SEPTEMBER 2017. FILE COORDINATE SYSTEM: SURFACESURFACE TO
GRID CONVERSION FACTOR: 0.999880014398.
5. THE HORIZONTAL DATUM OF THE SURVEY IS BASED UPON THE TEXAS
STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202), NAD
83, THE VERTICAL DATUM OF THE SURVEY IS BASED UPON NAVD 88.
NOTES:
R E
D
R
I V
M
Y
D
E P
O T
H
O O
K S
T
E X
A S
D
N
E R
R
P O
R
E H
O U
S E
SHEET
SEQUENCE
NUMBER
W
G
B
1 2 3 4 5
D r a w n b y
D e s i g n e d b y
S u b m i t t e d b y
F i l e
N a m e
D a t e
C o n t r a c t
N o
S o l i c i t a t i o n
N o
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
F O
R
T H
T
E X
A S
R e v i e w e d b y
FORT WORTH DISTRICT
US ARMY CORPS
OF ENGINEERS ®
B R
A N
T
J E
N S
E N
P
E
C H
I E
F
C
I V
I L
S
E C
T I O
N
D
C
B
A
P L O
T
S
C A
L E
P L O
T
D
A T
E
R e v
S y m b o l
D e s c r i p t i o n
T r a c k i n g
N o
A c t i o n
D a t e
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
F E
B R
U A
J
E
N N
I S
J
E
N N
I S
B
J E
N S
E N
P
E
S U
R V
A
N
I I
V-103
B
C
P
C
P
24" RCP FL N: 352.87
24" RCP FL S: 352.93
18" RCP FL N: 359.05
24" RCP FL W: 358.47
36" RCP FL E: 358.53
24" RCP FL W: 359.17
CATCH BASIN RIM: 363.59
24" RCP FL N: 360.39
D
60'0 30'
N
MATCHLINE V-104
MATCHLINE V-104
MATCHLINE V-106
MATCHLINE V-102
M A
T C
H L
I N
E
V
M A
T C
H L
I N
E
V
MATCHLINE V-104
MATCHLINE V-102
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X X
X
R A
I L R
O A
D
T
R A
C K
S
R
A
I L
R
O
A
C
K
S
R
A
I L
R
O
A
C
K
S
R
A
I
L
R
O
A
C
K
S
B A
N
L A
I R
T
R
O A
D W
A Y
B A
N
L A
I R
T
R
O A
D W
A Y
B
I
A
D
W
A
Y
CP206
CP214
CP879
CP324
CP877
CP865
CP880
CP864
CP5919
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
3. SEE SHEET V-100 FOR CONTROL POINT INFORMATION.
4. TOPOGRAPHIC SURVEY WAS COMPLETED BY ARS ENGINEERS DATED
SEPTEMBER 2017. FILE COORDINATE SYSTEM: SURFACESURFACE TO
GRID CONVERSION FACTOR: 0.999880014398.
5. THE HORIZONTAL DATUM OF THE SURVEY IS BASED UPON THE TEXAS
STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202), NAD
83, THE VERTICAL DATUM OF THE SURVEY IS BASED UPON NAVD 88.
NOTES:
R E
D
R
I V
M
Y
D
E P
O T
H
O O
K S
T
E X
A S
D
N
E R
R
P O
R
E H
O U
S E
SHEET
SEQUENCE
NUMBER
W
G
B
1 2 3 4 5
D r a w n b y
D e s i g n e d b y
S u b m i t t e d b y
F i l e
N a m e
D a t e
C o n t r a c t
N o
S o l i c i t a t i o n
N o
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
F O
R
T H
T
E X
A S
R e v i e w e d b y
FORT WORTH DISTRICT
US ARMY CORPS
OF ENGINEERS ®
B R
A N
T
J E
N S
E N
P
E
C H
I E
F
C
I V
I L
S
E C
T I O
N
D
C
B
A
P L O
T
S
C A
L E
P L O
T
D
A T
E
R e v
S y m b o l
D e s c r i p t i o n
T r a c k i n g
N o
A c t i o n
D a t e
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
F E
B R
U A
J
E
N N
I S
J
E
N N
I S
B
J E
N S
E N
P
E
S U
R V
A
N
I V
V-104
MATCHLINE V-105
MATCHLINE V-103
MATCHLINE V-107
MATCHLINE V-105
MATCHLINE V-103
MATCHLINE V-105
M A
T C
H L
I N
E
V
M A
T C
H L
I N
E
V
MATCHLINE V-105
MATCHLINE V-107
T
R
N
E
T
R
N
E
T R
N
E
CP6168
CP6166
CP6169
CP6170
CP207
CP205
CP208
CP217
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
3. SEE SHEET V-100 FOR CONTROL POINT INFORMATION.
4. TOPOGRAPHIC SURVEY WAS COMPLETED BY ARS ENGINEERS DATED
SEPTEMBER 2017. FILE COORDINATE SYSTEM: SURFACESURFACE TO
GRID CONVERSION FACTOR: 0.999880014398.
5. THE HORIZONTAL DATUM OF THE SURVEY IS BASED UPON THE TEXAS
STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202), NAD
83, THE VERTICAL DATUM OF THE SURVEY IS BASED UPON NAVD 88.
NOTES:
R E
D
R
I V
M
Y
D
E P
O T
H
O O
K S
T
E X
A S
D
N
E R
R
P O
R
E H
O U
S E
SHEET
SEQUENCE
NUMBER
W
G
B
1 2 3 4 5
D r a w n b y
D e s i g n e d b y
S u b m i t t e d b y
F i l e
N a m e
D a t e
C o n t r a c t
N o
S o l i c i t a t i o n
N o
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
F O
R
T H
T
E X
A S
R e v i e w e d b y
FORT WORTH DISTRICT
US ARMY CORPS
OF ENGINEERS ®
B R
A N
T
J E
N S
E N
P
E
C H
I E
F
C
I V
I L
S
E C
T I O
N
D
C
B
A
P L O
T
S
C A
L E
P L O
T
D
A T
E
R e v
S y m b o l
D e s c r i p t i o n
T r a c k i n g
N o
A c t i o n
D a t e
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
F E
B R
U A
J
E
N N
I S
J
E
N N
I S
B
J E
N S
E N
P
E
S U
R V
A
N
V
V-105
B
C
P
C
P
C
P
C
P
G
VALVE COVER: 365.57
VALVE (TON): 362.97
18" RCP FL E: 362.58
18" RCP FL N: 359.05
STORM MH RIM: 365.77
24" RCP FL W: 358.47
36" RCP FL E: 358.53
24" RCP FL W: 359.17
CATCH BASIN RIM: 363.59
24" RCP FL N: 360.39
18" RCP FL W: 360.39
SANITARY SEWER MH RIM: 366.50
6" RCP FL W: 363.90
6" RCP FL N: 363.90
18" RCP FL W: 363.15
S
D
60'0 30'
N
MATCHLINE V-106
M A
T C
H L I N
E
V
MATCHLINE V-108
M A
T C
H L I N
E
V
MATCHLINE V-104
MATCHLINE V-106
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
CONCRETE
R
A
I L
R
O
A
C
K
S
R
A
I L R
O
A
C
K
S
R A
I L R
O A
D
T
R A
C K
S
R
A
I
L
R
O
A
C
K
S
R
A
I
L
R
O
A
C
K
S
R
A
I
L
R
O
A
C
K
S
R
A
I
L
R
O
A
C
K
S
C
O
N
C
R
E
T E
ONE STORY
BUILDING
BRICK
B
I
A
D
W
A
Y
B
I
A
D
W
A
Y
B A
N
L A
I R
T
R
O A
D W
A Y
T
R
N
E
CP324
CP877
CP881
CP323
CP322
CP203
CP878
CP318
CP865
CP6158
CP867
CP320
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
3. SEE SHEET V-100 FOR CONTROL POINT INFORMATION.
4. TOPOGRAPHIC SURVEY WAS COMPLETED BY ARS ENGINEERS DATED
SEPTEMBER 2017. FILE COORDINATE SYSTEM: SURFACESURFACE TO
GRID CONVERSION FACTOR: 0.999880014398.
5. THE HORIZONTAL DATUM OF THE SURVEY IS BASED UPON THE TEXAS
STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202), NAD
83, THE VERTICAL DATUM OF THE SURVEY IS BASED UPON NAVD 88.
NOTES:
R E
D
R
I V
M
Y
D
E P
O T
H
O O
K S
T
E X
A S
D
N
E R
R
P O
R
E H
O U
S E
SHEET
SEQUENCE
NUMBER
W
G
B
1 2 3 4 5
D r a w n b y
D e s i g n e d b y
S u b m i t t e d b y
F i l e
N a m e
D a t e
C o n t r a c t
N o
S o l i c i t a t i o n
N o
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
F O
R
T H
T
E X
A S
R e v i e w e d b y
FORT WORTH DISTRICT
US ARMY CORPS
OF ENGINEERS ®
B R
A N
T
J E
N S
E N
P
E
C H
I E
F
C
I V
I L
S
E C
T I O
N
D
C
B
A
P L O
T
S
C A
L E
P L O
T
D
A T
E
R e v
S y m b o l
D e s c r i p t i o n
T r a c k i n g
N o
A c t i o n
D a t e
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
F E
B R
U A
J
E
N N
I S
J
E
N N
I S
B
J E
N S
E N
P
E
S U
R V
A
N
V
I
V-106
UTILITY SIGN "WATER LINE BELOW" 1.0'X0.5' 4.6' HEIGHT
MATCHLINE V-107
MATCHLINE V-109
MATCHLINE V-105
M A
T C
H L
I N
E
V
MATCHLINE V-109
MATCHLINE V-107
MATCHLINE V-107
M A
T C
H L
I N
E
V
MATCHLINE V-105
MATCHLINE V-107
T
R
N
E
T
R
N
E
T
R
N
E
T
R
N
E
CP6163
CP6164
CP6165
CP6167
CP216
CP204
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
3. SEE SHEET V-100 FOR CONTROL POINT INFORMATION.
4. TOPOGRAPHIC SURVEY WAS COMPLETED BY ARS ENGINEERS DATED
SEPTEMBER 2017. FILE COORDINATE SYSTEM: SURFACESURFACE TO
GRID CONVERSION FACTOR: 0.999880014398.
5. THE HORIZONTAL DATUM OF THE SURVEY IS BASED UPON THE TEXAS
STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202), NAD
83, THE VERTICAL DATUM OF THE SURVEY IS BASED UPON NAVD 88.
NOTES:
R E
D
R
I V
M
Y
D
E P
O T
H
O O
K S
T
E X
A S
D
N
E R
R
P O
R
E H
O U
S E
SHEET
SEQUENCE
NUMBER
W
G
B
1 2 3 4 5
D r a w n b y
D e s i g n e d b y
S u b m i t t e d b y
F i l e
N a m e
D a t e
C o n t r a c t
N o
S o l i c i t a t i o n
N o
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
F O
R
T H
T
E X
A S
R e v i e w e d b y
FORT WORTH DISTRICT
US ARMY CORPS
OF ENGINEERS ®
B R
A N
T
J E
N S
E N
P
E
C H
I E
F
C
I V
I L
S
E C
T I O
N
D
C
B
A
P L O
T
S
C A
L E
P L O
T
D
A T
E
R e v
S y m b o l
D e s c r i p t i o n
T r a c k i n g
N o
A c t i o n
D a t e
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
F E
B R
U A
J
E
N N
I S
J
E
N N
I S
B
J E
N S
E N
P
E
S U
R V
A
N
V
I
V-107
SINGLE PIPE CULVERT
18" RCP FL NW: 363.83
SINGLE PIPE CULVERT
18" RCP FL SE: 364.21
VALVE COVER: 366.53
VALVE (TON): 305.44
36" RCP FL N: 362.13
6" CMP FL SW: 363.32
12" CMP FL SW: 363.88
60" CMP FL NW: 361.67
60" CMP FL SE: 361.03
18" CMP FL E: 361.25
18" CMP FL W: 361.05
18" CMP FL W: 363.02
18" CMP FL E: 363.05
18" CMP FL E: 364.18
18" CMP FL W: 364.84
60'0 30'
N
MATCHLINE V-106
M A
T C
H L
I N
E
V
M A
T C
H L
I N
E
V
MATCHLINE V-108
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
C
O
N
C
R
E
T E
A
S
P
H
A
L T
A
S
P
H
A
L T
R A
I L R
O A
D
T
R A
C K
S
R A
I L R
O A
D
T
R A
C K
S
R
A
I
L
R
O
A
C
K
S
WARNING SIGN
"CAUTION WORK AREA
10 MPH" 3.5'X3.5'
7.2' HEIGHT
B A
N
L A
I R
T
R
O A
D W
A Y
B A
N
L A
I R
T
R
O A
D W
A Y
T R
N
E
TREE LINE
T R
N
E
T R
N
E
T
R
N
E
DIRT ROADWAY
PRIVATE GUIDE SIGN
"AUTOS" 2'X1.5'
8.7' HEIGHT
CP874
CP6171
CP868
CP869
CP215
CP870
CP6160
CP6159
CP6158
CP867
CP320
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
3. SEE SHEET V-100 FOR CONTROL POINT INFORMATION.
4. TOPOGRAPHIC SURVEY WAS COMPLETED BY ARS ENGINEERS DATED
SEPTEMBER 2017. FILE COORDINATE SYSTEM: SURFACESURFACE TO
GRID CONVERSION FACTOR: 0.999880014398.
5. THE HORIZONTAL DATUM OF THE SURVEY IS BASED UPON THE TEXAS
STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202), NAD
83, THE VERTICAL DATUM OF THE SURVEY IS BASED UPON NAVD 88.
NOTES:
R E
D
R
I V
M
Y
D
E P
O T
H
O O
K S
T
E X
A S
D
N
E R
R
P O
R
E H
O U
S E
SHEET
SEQUENCE
NUMBER
W
G
B
1 2 3 4 5
D r a w n b y
D e s i g n e d b y
S u b m i t t e d b y
F i l e
N a m e
D a t e
C o n t r a c t
N o
S o l i c i t a t i o n
N o
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
F O
R
T H
T
E X
A S
R e v i e w e d b y
FORT WORTH DISTRICT
US ARMY CORPS
OF ENGINEERS ®
B R
A N
T
J E
N S
E N
P
E
C H
I E
F
C
I V
I L
S
E C
T I O
N
D
C
B
A
P L O
T
S
C A
L E
P L O
T
D
A T
E
R e v
S y m b o l
D e s c r i p t i o n
T r a c k i n g
N o
A c t i o n
D a t e
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
F E
B R
U A
J
E
N N
I S
J
E
N N
I S
B
J E
N S
E N
P
E
S U
R V
A
N
V
I I
V-108
MATCHLINE V-107
MATCHLINE V-109
M A
T C
H L
I N
E
V
M A
T C
H L I N
E
V
MATCHLINE V-109
MATCHLINE V-107
CP6161
CP871
CP6162
CP872
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
3. SEE SHEET V-100 FOR CONTROL POINT INFORMATION.
4. TOPOGRAPHIC SURVEY WAS COMPLETED BY ARS ENGINEERS DATED
SEPTEMBER 2017. FILE COORDINATE SYSTEM: SURFACESURFACE TO
GRID CONVERSION FACTOR: 0.999880014398.
5. THE HORIZONTAL DATUM OF THE SURVEY IS BASED UPON THE TEXAS
STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202), NAD
83, THE VERTICAL DATUM OF THE SURVEY IS BASED UPON NAVD 88.
NOTES:
R E
D
R
I V
M
Y
D
E P
O T
H
O O
K S
T
E X
A S
D
N
E R
R
P O
R
E H
O U
S E
SHEET
SEQUENCE
NUMBER
W G
B
1 2 3 4 5
D r a w n b y
D e s i g n e d b y
S u b m i t t e d b y
F i l a m e
D a t e
C o n t r a c t
N o
S o l i c i t a t i o n o
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
F O
R
T H
T
E X
A S
R e v i e w d b y
FORT WORTH DISTRICT
US ARMY CORPS
OF ENGINEERS ®
B R
A N
T
J E
N S
E N
P
E
C H
I E
F
C
I V
C
T I O
N
D
C
B
A
P L
A
L E
P L
T
E
R e v
S y m b o l
D e s c r i p t i o n
T r a c k i n g
N o
A c t i o n
D a t e
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
F E
B R
U A
J
E
N N
I S
J
E
N N
I S
B
J E
N S
E N
P
E
S U
R V
A
N
I X
V-109
FO
FO FO
FO
FO
FO
FO FO
FO
FO
FO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO FO
FO FO
FO
FO
FO
FO
FO
FO FO
FO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO FO
FO
FO FO
FO
FO FO
FO
FO FO
FO
FO FO
FO
FO
FO
FO FO
FO
FO
FO
FO
FO
FO FO
FO
FO
FO
FO FO
FO FO
FO
FO
FO
FO
FO
FO
FO
FO FO FO
FO
FO
FO
FO
FO
FO
FO FO FO
FO FO
FO
FO
FO
FO
FO
FO
FO FO
FO
FO
FO
FO
FO
FO FO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO FO
FO
FO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO FO
FO
FO FO
FO
FO
FO
FO
FO
FO FO
FO
FO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO FO
FO
FO
FO
FO FO
FO
FO
FO
FO FO
FO
FO
FO
FO
FO FO
FO
FO
FO
FO FO
FO
FO
FO
FO FO
FO
FO
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CONCRETE
CONCRETE
CONCRETE
CO
NC
RE
TE
CONCRETE
CONCRETE
CONCRETE
C O
N C
R
ETE
CONCRETE
CONCRETE
ASPHALT
ASPHALT
ASPHALT
RAIL ON GRAVEL
RAIL ON GRAVEL
RAIL ON GRAVEL
RAIL ON GRAVEL
RAIL ON GRAVEL
RAIL ON GRAVEL
RAIL ON GRAVEL
RAIL ON GRAVEL
RAIL ON GRAVEL
RAIL ON GRAVEL
RAIL ON GRAVEL
RAIL ON GRAVEL
RAIL ON GRAVEL
RAIL ON GRAVEL
RAIL O
N G
RAVEL
CONCRETE
O N
E STO
R
Y
BU
ILD
IN
G
BR
IC
K
X
XX
X
X
X
X
X
X
X
X X
X
X
MH
MH
MH
MH
PR
IVATE G
U
ID
E SIG
N
"AU
TO
S" 2'X1.5'
8.7' H
EIG
H T
W
AR
N
IN
G
SIG
N
"C
AU
TIO
N
W O
R
K AR
EA
10 M
PH
" 3.5'X3.5'
7.2' H
EIG
H T
369369
335333
340337338339341342343
340338339341
340337338339341342343
34634
34734
356356
358358
36136
361362363
362363
366366
367367
368368
369369
369369
362362
363364
365364
366366
36736
1 36
2 36 3 36
4 36
6 36
N: 7235074.1700 E: 3245360.9850
ELEV: 352.684
60D NAIL SET
N: 7234890.1700 E: 3245537.6110
ELEV: 345.440
CIRS
N: 7235033.0030 E: 3245779.5900
ELEV: 346.600
CIRS
N: 7234999.9680 E: 3245885.9350
ELEV: 352.170
60D NAIL FND. TP114
N: 7234948.9080 E: 3245443.5660
ELEV: 345.502
60D NAIL FND. TP123
N: 7234953.5730 E: 3245378.2980
ELEV: 344.650
CIRF TP2 MTG CNTRL
N: 7234844.6550 E: 3245428.7790
ELEV: 343.803
CIRS
N: 7234662.6000 E: 3245411.9450
ELEV: 341.285
CIRS
N: 7234894.8330 E: 3245262.8730
ELEV: 345.498
CIRS S5
N: 7234784.8750 E: 3245266.1420
ELEV: 342.005
CIRS
N: 7235286.5680 E: 3245166.9180
ELEV: 357.870
60D NAIL SET
N: 7235201.2180 E: 3245125.8450
ELEV: 355.313
CIRS S8
N: 7234863.2690 E: 3245159.6630
ELEV: 344.778
N: 7234825.4640 E: 3245120.2400
ELEV: 337.152
CIRS
N: 7234273.4680 E: 3245374.5270
ELEV: 336.430
CIRS
N: 7234371.0100 E: 3245358.6970
ELEV: 337.140
CIRS
N: 7234511.2610 E: 3245267.8540
ELEV: 338.459
CIRS
N: 7234411.6380 E: 3245283.6240
ELEV: 332.859
CIRS
N: 7234110.6170 E: 3245183.7700
ELEV: 337.787
CIRS
N: 7234298.8410 E: 3245159.8360
ELEV: 339.850
CIRS
N: 7234623.6510 E: 3245132.9950
ELEV: 332.790
CIRS
N: 7235070.9840 E: 3243249.9820
ELEV: 367.852
CIRS
N: 7234595.1050 E: 3243259.3120
ELEV: 363.095
CIRS
N: 7234599.9480 E: 3243267.3530
ELEV: 363.336
CIRS SP2
N: 7234610.1420 E: 3243417.5530
ELEV: 369.289
CIRS
N: 7234711.2890 E: 3243526.6300
ELEV: 367.298
CIRS SP102
N: 7235232.6830 E: 3243273.6340
ELEV: 372.535
CIRST/SP103
N: 7234636.6920 E: 3243568.8100
ELEV: 373.044
CIRS
N: 7234636.5230 E: 3243557.3020
ELEV: 372.767
CIRS
N: 7234454.7090 E: 3243437.1750
ELEV: 368.584
CIRS
N: 7234472.5240 E: 3243540.6640
ELEV: 371.059
CIRS
N: 7234371.5200 E: 3243466.1130
ELEV: 368.972
CIRS
N: 7234256.0070 E: 3243425.9970
ELEV: 366.578
60D NAIL SET
N: 7234076.2380 E: 3243426.4900
ELEV: 364.829
CIRS
N: 7233802.3570 E: 3243467.5700
ELEV: 359.528
CIRS
N: 7234338.0100 E: 3243839.9600
ELEV: 368.763
CIRS CP4
N: 7234687.5470 E: 3243766.5930
ELEV: 374.252
CIRS
N: 7234760.7060 E: 3243812.8830
ELEV: 369.147
CIRS
N: 7234879.6210 E: 3243899.0120
ELEV: 373.553
CIRS
N: 7234750.1540 E: 3243943.6090
ELEV: 369.729
CIRS
N: 7234477.1300 E: 3244021.1180
ELEV: 369.758
PK NAIL SET SP100
N: 7235097.3070 E: 3244074.3650
ELEV: 367.688
CIRS
N: 7235077.9620 E: 3244081.7500
ELEV: 367.821
60D NAIL FND. SP107
N: 7235162.2820 E: 3243932.5160
ELEV: 366.024
CIRS
N: 7234785.5960 E: 3244121.4520
ELEV: 365.208
CIRS
N: 7234813.6650 E: 3244238.7380
ELEV: 362.214
CIRS SP1
N: 7234840.8510 E: 3244311.9760
ELEV: 361.325
CIRS
N: 7234625.4910 E: 3244385.5000
ELEV: 357.648
CIRS S2
N: 7234384.0940 E: 3244139.9690
ELEV: 365.685
CIRS SP3
N: 7234278.1460 E: 3244383.9760
ELEV: 357.242
CIRS SP4
N: 7234436.0780 E: 3244613.5840
ELEV: 353.481
CIRS S1
N: 7234327.2330 E: 3244809.2580
ELEV: 346.240
CIRS S3
N: 7234073.7590 E: 3244886.7860
ELEV: 342.652
CIRS
N: 7235025.7680 E: 3244636.0930
ELEV: 362.219
CIRS
N: 7234909.6600 E: 3244670.8100
ELEV: 352.539
CIRS
N: 7234869.8130 E: 3244722.1300
ELEV: 350.279
CIRS
N: 7235013.5230 E: 3244738.9520
ELEV: 361.858
N: 7234881.6900 E: 3244841.4440
ELEV: 347.300
CIRS CP1
N: 7235130.8710 E: 3244927.5670
ELEV: 356.252
60D NAIL SET S10
N: 7235046.6360 E: 3244995.4540
ELEV: 358.466
PK NAIL FND.
N: 7235040.1330 E: 3245001.6380
ELEV: 357.480
CIRS S6
N: 7234631.3190 E: 3244911.8500
ELEV: 346.932
CIRS CP2
N: 7234191.7580 E: 3245002.2780
ELEV: 341.387
CIRS
N: 7234088.1310 E: 3245014.3950
ELEV: 339.718
CIRS
N: 7234136.4050 E: 3243540.6470
ELEV: 367.556
60D NAIL SET
N: 7234078.1070 E: 3243823.9750
ELEV: 363.045
60D NAIL SET
N: 7234037.5410 E: 3244005.1560
ELEV: 358.831
60D NAIL SET
N: 7234025.9620 E: 3244203.7500
ELEV: 357.119
60D NAIL SET
N: 7233686.9770 E: 3244223.0580
ELEV: 347.767
60D NAIL SET
N: 7233659.2490 E: 3244416.5840
ELEV: 344.609
60D NAIL SET
N: 7234046.4930 E: 3244403.0640
ELEV: 353.457
60D NAIL SET
N: 7234111.4160 E: 3244595.5780
ELEV: 349.056
60D NAIL SET
N: 7234189.4080 E: 3244783.9640
ELEV: 344.751
60D NAIL SET
N: 7235277.6220 E: 3245239.4220
ELEV: 358.055
60D NAIL SET
N: 7234939.4470 E: 3245102.8730
ELEV: 338.897
CIRS S7
N: 7234747.4220 E: 3243341.2140
ELEV: 373.463
60D NAIL SET
N: 7234431.1250 E: 3244474.5460
ELEV: 355.627
CIRS S4
10A-543
8A4C-545
8A4C-550
8A4C-548
8A4C-546
8A4C-551
8A4C-549
8A4C-547
8A4C-552
10A-544
100 50 0 100 200
SCALE IN FEET
N
NOTE:
1. THIS SHEET IS FOR BORING LOCATIONS ONLY.
R
ED
R
IV
ER
A
R M
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W A
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SE
SHEET
SEQUENCE
NUMBER
W9
6G -1
9- B-
D ra w n by
D es ig ne d by
Su bm itt ed b y:
Fi le
N am e:
D at e:
C on tra ct
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V-101V-102
V-103V-105
V-104V-106
V-107V-109
V-108 CD101CD102
CD103CD105
CD104CD106
CD107CD109
CD108A
X
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RAILROAD TRACKS
RAILROAD TRACKS
RAILROAD TRACKS
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RAILROAD TRACKS
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BAN LANE - DIRT ROADWAY
BAN LANE - DIRT ROADWAY
BAN LANE - DIRT ROADWAY
BAN LANE - DIRT ROADWAY
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BAN LANE - DIRT ROADWAY
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D E
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A
D W
A L L S
N:7234515.54
E: 3243406.39
N:7234093.31
E: 3243461.18
N:7234125.59
E: 3243703.96
N:7233926.57
E: 3243732.00
N:7233994.52
E: 3244219.82
N:7233867.21
E: 3244237.56
N:7233991.58
E: 3245130.39
N:7234084.99
E: 3245159.39
N:7234104.21
E: 3245106.18
N:7234786.00
E: 3245011.21
N:7234875.48
E: 3245653.61
N:7234578.58
E: 3243620.20
N:7234686.73
E: 3243598.01
N:7234754.51
E: 3243923.06
N:7234769.17
E: 3244019.15
N:7234791.80
E: 3244026.12
N:7234910.17
E: 3244875.64
N:7234907.99
E: 3244896.18
N:7235163.56
E: 3244840.35
N:7235010.87
E: 3245634.75
N:7235071.13
E: 3243987.53
D E
M O
L I S
H
C H
A I N
L I N
K
F E
N C
E
D E
M O
L I S
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N:7235145.66
E: 3244863.07
N:7235182.20
E: 3245145.09
N:7235197.82
E: 3245112.37
N:7235329.70
E: 3245101.16
N:7235331.94
E: 3245135.29
N:7235069.76
E: 3243977.63
CD108
W
W
F
F
F
S
D
S D
F
G
G
G
G
G
G
S S
S S
S S
S S
S S
S S
S S
SS
SS
F
F
J
W
F
1. MAJOR TREE REMOVAL HAS BEEN PERFORMED BY RED RIVER ARMY
DEPOT. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING REMAINING
STUMPS, SHRUBS AND SMALL TREES. TOTAL AREA IS APPROXIMATELY
35 ACRES FOR THE BASE BID AND 1 ACRE FOR THE ADDITIVE #1. SEE
SPEC CLEARING AND GRUBBING 31 11 00.
2. REFER TO CG AND CP SHEETS FOR…
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