WMSR_SWAF_4_Drawings.pdf
PDF 16 MB Posted
- Attached to
- WSMR Special Weapons Assembly Facility (SWAF) 4
- Solicitation number
- W9126G20B0008
About this file
This solicitation is for a firm-fixed price construction contract to renovate Special Weapons Assembly Facility 4 at White Sands Missile Range in New Mexico. Work includes abating asbestos and heavy metals, repairing crane rails and structures, replacing manual hoists with explosion-proof electric cranes, upgrading electrical and communications systems, replacing HVAC and other building systems, renovating interiors, installing fire suppression and alarm systems, and constructing a new septic system. An optional item is enclosing an exterior portico. The solicitation will be issued on beta.SAM.gov on 13 July 2020, with bids due the same date. The contract is valued between $5-10 million and will be awarded around 20 March 2020 to a small business. The Army Corps of Engineers district office in Fort Worth is managing the project.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Bid Abstract_20B0008.pdf | ||
| Amendment 3.pdf | ||
| Amendment 2.pdf | ||
| Amendment 1.pdf | ||
| SWAF 4_SITE VISIT_SIGN- IN SHEETS 25-06-2020.pdf | ||
| W9126G20B0008.pdf |
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Text version
WHITE SANDS MISSILE RANGE, NEW MEXICO
SPECIAL WEAPONS ASSEMBLY FACILITY 4
PN: 478278
SOLICITATION NO.: W9126G20B0008
W H
ITE SAN
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ISSILE R
AN
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E, N
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EXIC
O
US ARMY CORPS
OF ENGINEERS
FORT WORTH DISTRICT
DATED: JANUARY 2020
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.
SPEC
IAL W
EAPO
N
S ASSEM
BLY FAC
ILITY 4 PN
: 478278
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G-001 COVER SHEET
G-002 INDEX OF DRAWINGS
G-100 PROJECT LOCATION MAP
LIFE SAFETY
LS101 LIFE SAFETY PLAN - BASE
LS102 LIFE SAFETY PLAN - OPTION
INDEX OF DRAWINGS
ARCHITECTURE
A-302 BUILDING SECTION - OPTION
A-311 WALL SECTIONS I
A-312 WALL SECTIONS II
A-401 ENLARGED PLANS/ ELEVATIONS
A-501 EXTERIOR DETAILS
A-510 PLAN DETAILS I
A-521 ROOF DETAILS I
A-522 ROOF DETAILS II
A-523 ROOF DETAILS III
A-601 DOOR SCHEDULE
A-602 DOOR DETAILS I
A-603 DOOR DETAILS II
A-604 DOOR DETAILS III
A-611 STOREFRONT SCHEDULE
A-612 STOREFRONT DETAILS
A-621 PARTITION TYPES
A-631 UL DETAILS FIRE SAFING AND FIRE STOPPING
A-641 EXTERIOR SIGNAGE PLAN
A-642 EXTERIOR SIGNAGE DETAILS
A-701 INTERIOR DETAILS I
A-702 INTERIOR DETAILS 2
A-721 CASEWORK
A-801 STAIR PLANS & DETAILS
A-821 LADDER DETAILS
ARCHITECTURE
A-001 GENERAL NOTES AND ABBREVIATIONS
A-002 STANDARD MOUNTING HEIGHTS
AD101 OVERALL DEMO PLAN - BASE
AD102 PARTIAL DEMO PLAN AREA A - BASE
AD103 PARTIAL DEMO PLAN AREA B - BASE
AD104 OVERALL DEMO REFLECTED CEILING PLAN - BASE
AD105 PARTIAL DEMO REFLECTED CEILING PLAN AREA A - BASE
AD106 PARTIAL REFLECTED CEILING PLAN AREA B - BASE
AD107 OVERALL DEMO ROOF PLAN - BASE
AD108 PARTIAL DEMO ROOF PLAN AREA A - BASE
AD109 PARTIAL DEMO ROOF PLAN AREA B - BASE
A-101 OVERALL FLOOR PLAN - BASE
A-102 OVERALL FLOOR PLAN - OPTION
A-111 PARTIAL FLOOR PLAN AREA A - BASE
A-112 PARTIAL FLOOR PLAN AREA B - BASE
A-113 PARTIAL FLOOR PLAN AREA A - OPTION
A-114 PARTIAL FLOOR PLAN AREA B - OPTION
A-131 OVERALL REFLECTED CEILING PLAN - BASE
A-132 PARTIAL REFLECTED CEILING PLAN AREA A - BASE
A-133 PARTIAL REFLECTED CEILING PLAN AREA B - BASE
A-134 OVERALL REFLECTED CEILING PLAN - OPTION
A-135 PARTIAL REFLECTED CEILING PLAN AREA A - OPTION
A-136 PARTIAL REFLECTED CEILING PLAN AREA B - OPTION
A-151 OVERALL ROOF PLAN - BASE
A-152 PARTIAL ROOF PLAN AREA A - BASE
A-153 PARTIAL ROOF PLAN AREA B - BASE
A-154 OVERALL ROOF PLAN - OPTION
A-201 EXTERIOR BUILDING ELEVATIONS - BASE
A-202 EXTERIOR BUILDING ELEVATIONS - OPTION
A-301 BUILDING SECTION - BASE
FIRE ALARM
FA001 FIRE ALARM LEGEND
FA101 FIRE ALARM / MNS PLAN - BASE
FA102 FIRE ALARM / MNS PLAN - OPTION
FA601 FIRE ALARM & MNS RISER DIAGRAM
FIRE PROTECTION
FX101 FIRE PROTECTION FLOOR PLAN - BASE
FX501 FIRE PROTECTION DETAILS - BASE
PLUMBING
P-001 PLUMBING LEGEND AND GENERAL NOTES - BASE
PD101 OVERALL FIRST FLOOR DEMOLITION PLAN - BASE
PD102 OVERALL FIRST FLOOR DEMOLITION PLAN AS-BUILT - BASE
PD103 OVERALL FIRST FLOOR DEMOLITION PLAN AS-BUILT - BASE
P-101 OVERALL WASTE & VENT PLUMBING - BASE
P-102 OVERALL DOMESTIC PLUMBING - BASE
P-103 OVERALL COMPRESSED AIR PLANS - BASE
P-401 ENLARGED PLUMBING PLANS - BASE
P-501 PLUMBING DETAILS - BASE
P-502 PLUMBING DETAILS - BASE
P-503 PLUMBING DETAILS - BASE
P-601 PLUMBING SCHEDULES - BASE
P-901 PLUMBING ISOMETRIC - BASE
MECHANICAL
M-502 MECHANICAL DETAILS - BASE
M-503 MECHANICAL DETAILS - BASE
M-504 HEATING WATER SYSTEM SCHEMATIC - BASE
M-505 HEATING WATER NODE DIAGRAM - BASE
M-601 MECHANICAL SCHEDULES - BASE
M-602 MECHANICAL SCHEDULES - BASE
M-603 MECHANICAL SCHEDULES - OPTION
MI001 MECHANICAL CONTROLS LEGEND - BASE
MI002 MECHANICAL CONTROLS LEGEND - BASE
MI003 MECHANICAL POINTS INSTRUCTIONS - BASE
MI601 AIR HANDLING UNIT CONTROLS - BASE
MI602 AIR HANDLING UNIT POINTS - BASE
MI603 LADDER DIAGRAMS - BASE
MI604 OUTDOOR AIR UNIT SCHEMATIC - BASE
MI605 OUTDOOR AIR UNIT POINTS - BASE
MI606 HYDRONIC UNIT HEATER CONTROLS - BASE
MI607 TYPICAL HUMIDIFER CONTROLS - BASE
MI608 DOMESTIC UTILITIES CONTROLS - BASE
MI609 EXHAUST FAN CONTROLS - BASE
MI610 VAV CONTROL SCHEMATIC - BASE
MI611 HEATING WATER SYSTEM CONTROLS - BASE
MI612 HEATING WATER SYSTEM POINTS SCHEDULE - BASE
MI613 COMPUTER ROOM AIR CONDITIONING UNIT CONTROLS - BASE
MECHANICAL
M-001 MECHANICAL LEGEND - BASE
MD101 OVERALL FIRST FLOOR MECHANICAL DEMOLITION PLAN - BASE
MD102 OVERALL FIRST FLOOR MECHANICAL DEMOLITION PLAN AS-BUILT- BASE
MD103 OVERALL FIRST FLOOR MECHANICAL DEMOLITION PLAN AS-BUILT- BASE
MH100 OVERALL MECHANICAL SITE - BASE
MH101 OVERALL FIRST FLOOR MECHANICAL PLAN - BASE
MH102 OVERALL FIRST FLOOR MECHANICAL PLAN - OPTION
MH103 OVERALL ROOF MECHANICAL PLAN - BASE
MH104 OVERALL ROOF MECHANICAL PLAN - OPTION
MH105 OVERALL EXISING MECHANICAL PAD PLAN - BASE
MH401 ENLARGED MECHANICAL PLANS - BASE
MH901 OVERALL MECHANICAL ISOMETRIC PLAN WITH OPTION - BASE
MP101 OVERALL FIRST FLOOR HYDRONIC PLAN - BASE
MP401 ENLARGED HYDRONIC PLANS - BASE
MP901 OVERALL HYDRONIC ISOMETRIC PLANS - BASE
M-501 MECHANICAL DETAILS - BASE
STRUCTURAL
S-001 GENERAL STRUCTURAL NOTES AND DETAILS I
S-002 GENERAL STRUCTURAL NOTES AND DETAILS II
S-003 GENERAL STRUCTURAL NOTES AND DETAILS III
S-004 GENERAL STRUCTURAL NOTES AND DETAILS IV
S-005 GENERAL STRUCTURAL NOTES AND DETAILS V
S-101 FOUNDATION PLAN - BASE
S-102 FOUNDATION PLAN - OPTION
S-111 OVERALL FRAMING PLAN - BASE
S-112 OVERALL FRAMING PLAN - OPTION
S-121 MONORAIL TRACK PLAN - BASE
S-131 OVERALL ROOF FRAMING PLAN - BASE
S-132 OVERALL ROOF FRAMING PLAN - OPTION
S-301 FOUNDATION SECTIONS - OPTION
S-311 FRAMING SECTIONS - BASE
S-312 FRAMING SECTIONS - OPTION
S-601 SCHEDULES
S-701 MISCELLANEOUS DETAILS
INTERIORS
I-601 INTERIOR FINISH SCHEDULE
I-602 SIGNAGE SCHEDULE
ELECTRICAL EXTERIOR
ES100 ELECTRICAL KEY PLAN AND LEGEND
EX101 EXTERIOR ELECTRICAL DEMOLITION
ES101 EXTERIOR ELECTRICAL PLAN 1
ES102 EXTERIOR ELECTRICAL PLAN 2
ES501 EXTERIOR ELECTRICAL DETAILS 1
ES502 EXTERIOR ELECTRICAL DETAILS 2
ES503 EXTERIOR ELECTRICAL DETAILS 3
ELECTRICAL INTERIOR
E-001 ELECTRICAL INTERIOR LEGEND
E-002 ELECTRICAL HAZARDOUS PLAN - BASE
E-003 ELECTRICAL HAZARDOUS PLAN - OPTION
ED101 ELECTRICAL DEMO PLAN
EG101 LIGHTNING PROTECTION PLAN - BASE
EG102 GROUNDING PLAN - BASE
EG601 GROUNDING RISER DIAGRAM
EL001 LIGHTING FIXTURE SCHEDULE & LIGHTING CONTROL
EL101 LIGHTING PLAN - BASE
EL102 LIGHTING PLAN - OPTION
EL501 LIGHTING DETAILS 1
EL502 LIGHTING DETAILS 2
EP101 POWER PLAN AREA A - BASE
EP102 POWER PLAN AREA B - BASE
EP103 POWER PLAN AREA A - OPTION
EP104 POWER PLAN AREA B - OPTION
EP105 ROOF POWER PLAN - BASE
EP106 ROOF POWER PLAN - OPTION
EP501 SMART METER DETAIL 1
EP502 SMART METER DETAIL 2
EP503 SMART METER DETAIL 3
EP504 SMART METER DETAIL 4
EP601 POWER RISER DIAGRAM
EP701 EQUIPMENT AND RECEPTACLE SCHEDULES
EP702 PANELBOARD SCHEDULES 1
EP703 PANELBOARD SCHEDULES 2
EP704 PANELBOARD SCHEDULES 3
ET101 TELECOMMUNICATIONS PLAN - BASE
ET102 TELECOMMUNICATIONS PLAN - OPTION
ET601 COMMUNICATIONS RISER DIAGRAM
EY101 SECURITY PLAN - BASE
CIVIL
C-100 GENERAL NOTES
C-101 LEGEND AND ABBREVIATIONS
CE100 EXISTING SITE CONDITIONS
CD100 DEMOLITION PLAN
CP100 PAVING PLAN
CU100 OVERALL UTILITY PLAN
C-201 SANITARY SEWER PROFILE
C-501 SANITARY SEWER DETAILS
C-502 SANITARY SEWER DETAILS II
C-503 UTILITIES DETAILS
C-504 THRUST BLOCK AND TRENCH RESTORATION DETAILS
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HALSEY STREET
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R E
E T
RADFORD STREET
Asphalt Parking Area
ABERDEEN AVENUE
A s p h a l t
Asphalt
G O
D D
A
E
N U E
A s p h a lt
Asphalt
Parking Area
AUGUSTA STREET
Asphalt
A s p h a l t
P a r k i e a
P a r k i e a
Asphalt Parking Area
Asphalt
B u m p e r
C u r b
B u m p r b s
AUGUSTA STREET
A s p h a l t
C R
O Z I
R E
E T
Asphalt Parking Area
Parking Area Asphalt
Area Parking Asphalt
Asphalt Parking Area
Parking Area
Asphalt
Parking Area Asphalt
Asphalt Parking Area
V21-15
V21-14
Parking Area Asphalt
B E
N
R E
E T
Con.
Asphalt
Parking Area
S-1795
NIK
E AVENUE
L A
K E
C
IT
E
N U E
SAVANNA AVENUE
S T
R E
E T
A s p h a l t
A E
R O
B
E N
U E
WATERVLIET AVENUE
TWIN CITIES AVENUE
C O
R P
O R
A L
Asphalt
Asphalt
Asphalt
Asphalt
MERCURY AVENUE
WATERVLIET AVENUE
Asphalt
Parking Area
R I P
L
R E
E T
A s p h a l t
L O
K I
S
T R
E E
T L
O K I
S
T R
E E
T
A s p h a l t
ROCK ISLAND AVENUE
Con.
R I P
L
Parking Area
A s p h a l t
R I P
L
R E
E T
TWIN CITIES AVENUE
A s p h a l t
A s p h a lt
AEROBEE
AVENUE
Asph alt
Asphalt
A s p h a l t
Asphalt
Asphalt
Parking Area
Asphalt
Asphalt
Asphalt
Asphalt Parking Area
Parking Area AsphaltAsphalt
JOLIET STREET
A s p h a l t
A s p h a l t
H
R E
E T
P a r k i e a
P a r k i e a
A s p h a l t
A s p h a l t
MILAN STREET
Parking Area
A s p h a l t
Asphalt
ROCK I
SLAND AVENUE
ROCK ISLAND AVENUE
H O F
S
T R
E E
T
Asphalt
Parking Area
A s p h a lt
Asphalt
Asphalt
Parking Area
Parking Area
Asphalt
D Y
R E
E T
Con.
Parking Area Asphalt
A s p h a l t
Asphalt
Asphalt
Con.
Con.
Parking Area
Asphalt
P a r k i e a
P a r k i e a
A s p h a l t
Con.
F L
A G
L
R E
E T
Con.
Con.
Asphalt Parking Area
P a r k i e a
Con.
Asphalt Parking Area
P a r k i e a Con.
P a r k i e a
Asphalt
Asphalt
Asphalt Parking Area
Parking Area
P a r k i e a
P a r k i e a
A s p h a l t
P a r k i e a
A s p h a l t
Asphalt
Con.
A s p h a l t
Asphalt
H E
A D
Q U
A R
T E
E N
U E
DETROIT STREET
SPRINGFIELD STREET
ROCK ISLAND AVENUE
B E
N
R E
E T
A s p h a l t
Asphalt
Asphalt
A s p h a l t
Asphalt
P a r k i e a
ROCK ISLAND AVENUE Asphalt
A s p h a l t
Asphalt
Asphalt
AsphaltAsphalt
L
O S
S E S
T R
E E
T
O S
R E
E T
H A
K
R E
E T
PICATINNY AVENUE
RED RIVER AVENUE
Asphalt
A s p h a l t
A s p h a l t
A s p h a lt
S T R E E T
H A
W K
A s p h a l t
Asphalt
PICATINNY AVENUE
A s p h a l t
PICATINNY AVENUE
L O
K I
S
T R
E E
T
Asphalt
A s p h a l t
Asphalt
D A R T
S T R E E T
RED RIVER AVENUE
A s p h a lt
A T
L
R E
E T
A T
L
R E
E T
V A
N G
U A
I V
E
V A
N G
U A
I V
E
VANGUARD DRIVE
A s p h a lt
A s p h a l t
A s p h a l t
D A
R E
E T
D A R T
S T R E E T
S E R
G E
A N T
S T R E E T
R A
V E
N
E
N U E
L O
K I
S T R E E T
A s p h a l t
A s p h a l t
A s p h a lt
A s p h a lt
R A
V E
N
E
N U E
1 1/2"
H E
R C
U L
R E
E T
Z U
N I
D
R I V
E
A s p h a l tA s p h a l t
PICATINNY AVENUE
Z U
N I
D
R I V
E
Parking Area Asphalt
Parking Area
Asphalt
Asphalt Parking Area
R E
D S T
O N E
S T R E E T
Bumper Curb
Bumper Curb
PICATINNY AVENUE
Asphalt
C R
O Z I
R E
E T
Course Golf Mini
H E
A D
Q U
A R
T E
E N
U E
Bumper Curbs
A s p h a l t
P a r k i e a
P a r k i e a
Asphalt
Asphalt Parking Area
PICATINNY AVENUE
Asphalt
Asphalt
R A
V E
N
E
N U E
LA CROSSE STREET
Z E
I V
E
Asphalt
S E
R G
E A
R E
E T
S A T
U
E
N U E
Asphalt
S A T
U
E
A s p h a lt
ZEUS DRIVE
A s p h a l t
A s p h a l t
A s p h a l t
A T
L
R E
E T
SATURN AVENUE
Z E
I V
E
HAWK STREET
A s p h a lt
A s p h a l t
A s p h a lt
Asphal t
A s p h a lt
P E
R S
H I
I V
E
H E
R C
U L
R E
E T
T H
R E
E T
A s p h a l t
A s p h a l t
A s p h a l t
A s p h a l t
PERSHING DRIVE
H E
R C
U L
R E
E T
SATURN AVENUE
Asphalt
P E
R S
H I
I V
E
ZUNI DRIVE
P E
R S
H I
I V
E
T H
R E
E T
W S
M
U T
E
BORROW PIT
ON SITE
BORROW PIT
ON SITE
GATE
LAS CRUCES
LOCATION
PROJECT
AND STAGING AREA
CONTRACTOR LAYDOWN
GATE
EL PASO
S-20492
R O
CLIMATIC MAGAZINES
DISPOSAL PIT
WATERTOWN AVENUE
W A T E R T
O
500 K SITE
H U
G H
R E
E T
NIK
E AVENUE
C R
A
R E
E T
SAINT LOUIS STREET
R A
M S
R E
E T
PARKING
B O
M F
O
R E
E T
QUEEN SITE
H U
G H
R E
E
TW
E S
S
R E
E T
W E
S S
R E
E T
AUTOMOTIVE
CRAFT SHOP
ABERDEEN AVENUE
W E
S S
R E
E T
WATERTOWN AVENUE
H E
A D
Q U
A R
T E
E N
U E
MUSEUM
MISSILE
S-1607
H E
A D
Q U
A R
T E
E N
U E
DETROIT STREET
O W
A D
PARKING AREA
PARKING AREA
S-1682
S-1681
P A
R K I N
G
A R
E A
PARKING
PARKING AREA
ROCK ISLAND AVENUE
PARKING AREA
PARKING
PARKING
AREA
B L
A N
R E
E T
W I
N G
A T E
S T
R E
E T
PARKING AREA
S A N
J A
C I
N T
O S
T R
E E
TA
E
R A
G N I
K R
A P
T E
E R
T S
REDSTON
E
PARKING AREA
ZUNIDRIV
E
AREA
PARKI
NG
R I P
L
R E
TR TR
CP
LOC
FSA
EGRESS TRAVEL PATH/DISTANCE
EXIT DIRECTION
3'-0"/170
TYPICAL FOR ALL EXIT EGRESS
EXIT CAPACITY (EXIT WIDTH/MAX CAPACITY PN)
NOTES:
1. WHERE "H-1" OCCUPANCY IS LABLED, EQUIVALENT OCCUPANCY
PER NFPA 101 IS "HIGH HAZARD INDUSTRIAL."
2. REFER TO FA AND LIGHTING PLANS FOR SMOKE DETECTOR AND
EXIT SIGN LOCATIONS.
3. EGRESS CAPACITY LEGEND SYMBOL SHOWS TOTAL CAPACITY
OF THE DOOR WIDTH USING .2"/PN, NOT THE CALCULATED
CAPACITY OF THE TRIBUTARY AREA IT SERVES.
4-HOUR WALL
OCCUPANCY TYPE: "H-1"
ROOM SEPARATIONS (SF LIMITS)
3 HOUR FIRE WALL
EGRESS TRAVEL PATH/DISTANCE
3 HOUR FIRE BARRIER
1 HOUR FIRE BARRIER
KNOX BOXKB
238 SF
HIGH HAZARD INDUSTRIAL
100 SF/PN
3 PN
114 SF
HIGH HAZARD INDUSTRIAL
100 SF/PN
2 PN
1263 SF
HIGH HAZARD INDUSTRIAL
100 SF/PN
13 PN
315 SF
HIGH HAZARD INDUSTRIAL
100 SF/PN
4 PN
908 SF
HIGH HAZARD INDUSTRIAL
100 SF/PN
10 PN
226 SF
ELECTRICAL
500 SF/PN
1 PN
681 SF
MECHANICAL
500 SF/PN
2 PN
103 SF
TELECOM
300 SF/PN
1 PN
1786 SF
HIGH HAZARD INDUSTRIAL
100 SF/PN
18 PN
1785 SF
HIGH HAZARD INDUSTRIAL
100 SF/PN
18 PN
2360 SF
HIGH HAZARD INDUSTRIAL
100 SF/PN
24 PN
2380 SF
HIGH HAZARD INDUSTRIAL
100 SF/PN
24 PN
242 SF
ASSEMBLY USE
15 SF/PN
17 PN
307 SF
HIGH HAZARD INDUSTRIAL
100 SF/PN
4 PN
41 SF
JANITORS CLOSET
500 SF/PN
1 PN
565 SF
HIGH HAZARD INDUSTRIAL
100 SF/PN
6 PN
744 SF
HIGH HAZARD INDUSTRIAL
100 SF/PN
8 PN
2410 SF
HIGH HAZARD INDUSTRIAL
100 SF/PN
25 PN
30' - 0" 126' - 4" 200' - 0"
230' - 0"
TR
AV
EL
D
IS
T.
1'
TR
AV
EL
D
IS
T.
3'
TR
AVEL D
IST. = 32'
TR
AVEL D
IST. = 74' TR
AV
EL
D
IS
T.
4'
TRAVEL DIST. = 31'
TRAVEL DIST. = 42'
TRAVEL DIST. = 74' TRAVEL DIST. = 67'
TR
AVEL D
IST. = 74'
TRAVEL DIST. = 32'
TRAVEL DIST. = 35'
TRAVEL DIST. = 35'
TR
AV
EL
D
IS
T.
4'
TRAVEL DIST. = 35'
TRAVEL DIST. = 35'
TR
AV
EL
D
IS
T.
8'
TR
AV
EL
D
IS
T.
OCCUPANCY: H-1
OCCUPANCY: H-1
KB
3'-0"/1703'-0"/1703'-0"/1703'-0"/1703'-0"/1706'-0"/340
6'-0"/340 5'-0"/290
3'-0"/170
3'-0"/170 3'-0"/170
5'-0"/290
SHEET
NUMBER
D ra w n by
D es ig ne d by
Su bm itt ed b y:
Sh ee t S iz e
AN
SI
D
D at e:
C on tra ct
N o.
So lic ita tio n N o.
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
FO
R
T W
O R
TH
D
IS
TR
IC
T
TA
YL
O R
S T
FO
R
T W
O R
TH
, T
EX
AS
C he ck ed b y:
US Army Corps of Engineers ®
A
R ev
M ar k D es cr ip tio n Tr ac ki ng N o.
Ac tio n
D at e
EN
G
IN
EE
R
IN
G
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
EN
G
IN
EE
R
IN
G
B R
AN
C
H
PLOT DATE:
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
Fort Worth District
FILE PATH:
PLAN NORTH
12/20/2019 11:40:51 AM
W H
IT
E
SA
N
D S
M
IS
SI
LE
R
AN
G E, N
EW
M
EX
IC
O
SP
EC
IA
L
W
EA
PO
N
S
AS
SE
M
B
LY
F
AC
IL
IT
Y
PN
: 4
JA
N U
AR
Y
W
G
B0
J.
M
ET
O
YE
R
J.
M
ET
O
YE
R
JE
N
N
IF
ER
A
. D
EW
IT
T, R .A
C
H
IE
F
AR
C H
IT
EC
TU
R
E
SE
C
TI
O N
LS101
LI
FE
S
AF
ET
Y
PL
AN
BA
SE
J.
K
AS
PA
R
, P .E
PROJECT NAME
OCCUPANCY AREAS AND COUNTS
OCCUPANCY TYPE AREA
OCCUPANT LOAD
FACTOR OCCUPANT LOAD
1211 SF
: 1 0
ASSEMBLY USE 242 SF 15 17
ASSEMBLY USE: 1 17
ELECTRICAL 226 SF 500 1
ELECTRICAL: 1 1
HIGH HAZARD
INDUSTRIAL
238 SF 100 3
HIGH HAZARD
INDUSTRIAL
114 SF 100 2
HIGH HAZARD
INDUSTRIAL
1263 SF 100 13
HIGH HAZARD
INDUSTRIAL
315 SF 100 4
HIGH HAZARD
INDUSTRIAL
908 SF 100 10
HIGH HAZARD
INDUSTRIAL
1786 SF 100 18
HIGH HAZARD
INDUSTRIAL
1785 SF 100 18
HIGH HAZARD
INDUSTRIAL
2360 SF 100 24
HIGH HAZARD
INDUSTRIAL
2380 SF 100 24
HIGH HAZARD
INDUSTRIAL
307 SF 100 4
HIGH HAZARD
INDUSTRIAL
565 SF 100 6
HIGH HAZARD
INDUSTRIAL
744 SF 100 8
HIGH HAZARD
INDUSTRIAL
2410 SF 100 25
HIGH HAZARD
INDUSTRIAL
5658 SF 100 58
HIGH HAZARD INDUSTRIAL: 14 217
JANITORS CLOSET 41 SF 500 1
JANITORS CLOSET: 1 1
MECHANICAL 681 SF 500 2
MECHANICAL: 1 2
TELECOM 103 SF 300 1
TELECOM: 1 1
Grand total: 20 239
LIFE SAFETY PLAN LEGEND
3/32" = 1'-0"B1 LIFE SAFETY PLAN - BASE
20'8'0 4' 12
TR TR
CP
LOC
238 SF
HIGH HAZARD INDUSTRIAL
100 SF/PN
3 PN
114 SF
HIGH HAZARD INDUSTRIAL
100 SF/PN
2 PN
1263 SF
HIGH HAZARD INDUSTRIAL
100 SF/PN
13 PN
315 SF
HIGH HAZARD INDUSTRIAL
100 SF/PN
4 PN
908 SF
HIGH HAZARD INDUSTRIAL
100 SF/PN
10 PN
226 SF
ELECTRICAL
500 SF/PN
1 PN
681 SF
MECHANICAL
500 SF/PN
2 PN
103 SF
TELECOM
300 SF/PN
1 PN
1786 SF
HIGH HAZARD INDUSTRIAL
100 SF/PN
18 PN
1785 SF
HIGH HAZARD INDUSTRIAL
100 SF/PN
18 PN
2360 SF
HIGH HAZARD INDUSTRIAL
100 SF/PN
24 PN
2380 SF
HIGH HAZARD INDUSTRIAL
100 SF/PN
24 PN
242 SF
ASSEMBLY USE
15 SF/PN
17 PN
307 SF
HIGH HAZARD INDUSTRIAL
100 SF/PN
4 PN
41 SF
JANITORS CLOSET
500 SF/PN
1 PN
565 SF
HIGH HAZARD INDUSTRIAL
100 SF/PN
6 PN
744 SF
HIGH HAZARD INDUSTRIAL
100 SF/PN
8 PN
2410 SF
HIGH HAZARD INDUSTRIAL
100 SF/PN
25 PN
5658 SF
HIGH HAZARD INDUSTRIAL
100 SF/PN
58 PN
TR
AV
EL
D
IS
T.
1'
TR
AV
EL
D
IS
T.
3'
TR
AVEL D
IST. = 39'
TR
AVEL D
IST. = 74' TR
AV
EL
D
IS
T.
4'
TRAVEL DIST. = 31'
TRAVEL DIST. = 42'
TRAVEL DIST. = 74' TRAVEL DIST. = 67'
TR
AVEL D
IST. = 74'
TRAVEL DIST. = 69'
TR
AV
EL
D
IS
T.
4'
TRAVEL DIST. = 35'
TR
AV
EL
D
IS
T.
2'
TR
AV
EL
D
IS
T.
8'
TR
AV
EL
D
IS
T.
OCCUPANCY: H-1
OCCUPANCY: H-1
TRAVEL DIST. = 72'
TR
AV
EL
D
IS
T.
9'
TRAVEL DIST. = 74'
TR
AV
EL
D
IS
T.
9'
TRAVEL DIST. = 74'
TR
AV
EL
D
IS
T.
5'
KB
3'-0"/1703'-0"/1703'-0"/1703'-0"/170
3'-0"/170
3'-0"/170
3'-0"/170 3'-0"/170
3'-0"/170 6'-0"/340
6'-0"/340
6'-0"/340
6'-0"/340 5'-0"/290
5'-0"/290
CLIN - 0002
EGRESS TRAVEL PATH/DISTANCE
EXIT DIRECTION
3'-0"/170
TYPICAL FOR ALL EXIT EGRESS
EXIT CAPACITY (EXIT WIDTH/MAX CAPACITY PN)
NOTES:
1. WHERE "H-1" OCCUPANCY IS LABLED, EQUIVALENT OCCUPANCY
PER NFPA 101 IS "HIGH HAZARD INDUSTRIAL."
2. REFER TO FA AND LIGHTING PLANS FOR SMOKE DETECTOR AND
EXIT SIGN LOCATIONS.
3. EGRESS CAPACITY LEGEND SYMBOL SHOWS TOTAL CAPACITY
OF THE DOOR WIDTH USING .2"/PN, NOT THE CALCULATED
CAPACITY OF THE TRIBUTARY AREA IT SERVES.
4-HOUR WALL
OCCUPANCY TYPE: "H-1"
ROOM SEPARATIONS (SF LIMITS)
3 HOUR FIRE WALL
EGRESS TRAVEL PATH/DISTANCE
3 HOUR FIRE BARRIER
1 HOUR FIRE BARRIER
KNOX BOXKB
SHEET
NUMBER
D ra w n by
D es ig ne d by
Su bm itt ed b y:
Sh ee t S iz e
AN
SI
D
D at e:
C on tra ct
N o.
So lic ita tio n N o.
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
FO
R
T W
O R
TH
D
IS
TR
IC
T
TA
YL
O R
S T
FO
R
T W
O R
TH
, T
EX
AS
C he ck ed b y:
US Army Corps of Engineers ®
A
R ev
M ar k D es cr ip tio n Tr ac ki ng N o.
Ac tio n
D at e
EN
G
IN
EE
R
IN
G
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
EN
G
IN
EE
R
IN
G
B R
AN
C
H
PLOT DATE:
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
Fort Worth District
FILE PATH:
PLAN NORTH
1/23/2020 1:26:56 PM
W H
IT
E
SA
N
D S
M
IS
SI
LE
R
AN
G E, N
EW
M
EX
IC
O
SP
EC
IA
L
W
EA
PO
N
S
AS
SE
M
B
LY
F
AC
IL
IT
Y
PN
: 4
JA
N U
AR
Y
W
G
B0
J.
M
ET
O
YE
R
J.
M
ET
O
YE
R
JE
N
N
IF
ER
A
. D
EW
IT
T, R .A
C
H
IE
F
AR
C H
IT
EC
TU
R
E
SE
C
TI
O N
LS102
LI
FE
S
AF
ET
Y
PL
AN
O
PT
IO
N J.
KA
SP
AR
, P
.E
PROJECT NAME
3/32" = 1'-0"B1 LIFE SAFETY PLAN - OPTION
OCCUPANCY AREAS AND COUNTS
OCCUPANCY TYPE AREA
OCCUPANT LOAD
FACTOR OCCUPANT LOAD
1211 SF
: 1 0
ASSEMBLY USE 242 SF 15 17
ASSEMBLY USE: 1 17
ELECTRICAL 226 SF 500 1
ELECTRICAL: 1 1
HIGH HAZARD
INDUSTRIAL
238 SF 100 3
HIGH HAZARD
INDUSTRIAL
114 SF 100 2
HIGH HAZARD
INDUSTRIAL
1263 SF 100 13
HIGH HAZARD
INDUSTRIAL
315 SF 100 4
HIGH HAZARD
INDUSTRIAL
908 SF 100 10
HIGH HAZARD
INDUSTRIAL
1786 SF 100 18
HIGH HAZARD
INDUSTRIAL
1785 SF 100 18
HIGH HAZARD
INDUSTRIAL
2360 SF 100 24
HIGH HAZARD
INDUSTRIAL
2380 SF 100 24
HIGH HAZARD
INDUSTRIAL
307 SF 100 4
HIGH HAZARD
INDUSTRIAL
565 SF 100 6
HIGH HAZARD
INDUSTRIAL
744 SF 100 8
HIGH HAZARD
INDUSTRIAL
2410 SF 100 25
HIGH HAZARD
INDUSTRIAL
5658 SF 100 58
HIGH HAZARD INDUSTRIAL: 14 217
JANITORS CLOSET 41 SF 500 1
JANITORS CLOSET: 1 1
MECHANICAL 681 SF 500 2
MECHANICAL: 1 2
TELECOM 103 SF 300 1
TELECOM: 1 1
Grand total: 20 239
KEYPLAN
A B
LIFE SAFETY PLAN LEGEND
20'8'0 4' 12
N G
U Y
E N P .E
T
N G
U Y
E N P .E
G E
N E
R A
L N
O T
E S
C-100
B R
A N
T E J E
N S
E N P .E
NUMBER
SEQUENCE
SHEET
E N
G
IN
E E
R
IN
G B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
c a d d f il e n a m e d a te
C o n tr a c t
N u m b e r:
S o li c it a ti o n N u m b i le n a m e
R e v
R e v ie w e d b y
D e s ig n e d b y
S u b m it te d b y
D a te
C H
IE
F
C
IV
IL
S
E C
T
IO
N P lo t s c a le
P lo t d a te
Fort Worth District of Engineers
US Army Corps
R E
F E
R E
N C
E F
IL
E
R E
F E
R E
N C
E F
IL
E
R E
F E
R E
N C
E F
IL
E
R E
F E
R E
N C
E F
IL
E
R E
F E
R E
N C
E F
IL
E
R E
F E
R E
N C
E F
IL
E S
R E
F E
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N C
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E
R E
F E
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N C
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E
R E
F E
R E
N C
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E
R E
F E
R E
N C
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E
R E
F E
R E
N C
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E
R E
F E
R E
N C
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E
R E
F E
R E
N C
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E
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F E
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N C
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F E
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N C
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A
B
C
D
1 2 d a te u s e r$ c a d d f il e n a m e ti m e
3 4 5
DESIGNED BY: DENNIS MICHAEL KELLEY 2014
D ra w n b y
B R
A N
T E J E
N S
E N P .E
F O
R T W
O R
T H T
E X
A S
T
A Y
L O
R S
T
F O
R T W
O R
T H D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A c ti o n
D a te
D e s c ri p ti o n
S y m b o l
T ra c k in g N o
P N
S P
E C
IA
L W
E A
P O
N S A
S S
E M
B L
Y F
A C
IL
IT
IT
E S
A N
D S M
IS
S
IL
E R
A N
G E
N E
W M
E X
IC
O J
A N
U A
R Y
W
G
B
GENERAL NOTES GRADING & EARTHWORK NOTES:
1. ALL WASTE SOIL/EARTH SHALL BE DEPOSITED OFF POST AT THE CONTRACTOR'S EXPENSE.
CRUCES GATE.
9. DELIVERY TRUCKS AND CONSTRUCTION VEHICLES MUST ACCESS THROUGH THE EL PASO OR LAS
THE COR FOR APPROVAL 1 MONTH PRIOR.
8. ALL FULL OR PARTIAL ROAD CLOSURE REQUIRE A TRAFFIC CONTROL PLAN AND MUST BE SUBMITTED TO
7. REFER TO C-500 SHEETS FOR DETAILS.
ALLOW SUFFICIENT TIME FOR REVIEW, AS MAY BE REQUIRED.
CONTRACTING OFFICER'S REPRESENTATIVE IMMEDIATELY OF ANY CONFLICT DISCOVERED IN THE FIELD TO
6. EXISTING UTILITIES MUST BE REMOVED OR RELOCATED AS INDICATED. CONTRACTOR MUST NOTIFY THE
DAMAGE. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
5. ALL EXISTING UTILITIES TO REMAIN SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND PROTECTED FROM
INVESTIGATIONS PRIOR TO ANY EXCAVATION.
CONTRACTOR MUST CONTACT ALL UTILITY COMPANIES AND CONDUCT ALL NECESSARY FIELD
CONDITION OF ALL EXISTING UTILITIES AND SUBSTRUCTURES AND PROTECT THEM FROM DAMAGE.
CONTRACTOR, WHETHER INDICATED ON THESE PLANS OR NOT, TO VERIFY THE LOCATION, DEPTH, AND
4. THE LOCATION OF ALL UTILITIES SHOWN HEREON IS APPROXIMATE, IT IS THE RESPONSIBILITY OF THE
RELOCATE BENCHMARK AND PROVIDE NEW DATA ON AS-BUILTS.
3. IF BENCH MARK AND CONTROL POINT MUST BE DEMOLISHED FOR CONSTRUCTION, CONTRACTOR MUST
SURVEYOR AND SUBMIT REPORT TO COR BEFORE STARTING ANY DEMOLITION/CONSTRUCTION.
2. CONTRACTOR MUST LOCATE/VERIFY DATA FOR ALL BENCHMARKS AND CONTROL POINTS BY REGISTERED
FEDERAL LAWS AND REGULATIONS.
STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN ACCORDANCE WITH ALL LOCAL, STATE AND
1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PREPARE AND OBTAIN APPROVAL OF THE REQUIRED
SEQUENCE
SHEET
E N
G
IN
E E
R
IN
G B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
c a d d f il e n a m e d a te
C o n tr a c t
N u m b e r:
S o li c it a ti o n N u m b le n a m e
R e v
R e v ie w e d b y
D e s ig n e d b y
S u b m it te d b y
D a te
C H
IE
F
C
IV
IL
S
E C
T
IO
N P lo t s c a le
P lo t d a te
Fort Worth District of Engineers
US Army Corps
R E
F E
R E
N C
E F
IL
E
R E
F E
R E
N C
E F
IL
E
R E
F E
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N C
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E
R E
F E
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E
R E
F E
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E
R E
F E
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F E
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E
R E
F E
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E
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F E
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E
R E
F E
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N C
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E
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F E
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1 2 d a te u s e r$ c a d d f il e n a m e ti m e
3 4 5
DESIGNED BY: DENNIS MICHAEL KELLEY 2014
D ra w n b y
B R
A N
T E J E
N S
E N P .E
F O
R T W
O R
T H T
E X
A S
T
A Y
L O
R S
T
F O
R T W
O R
T H D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A c ti o n
D a te
D e s c ri p ti o n
S y m b o l
T ra c k in g N o
P N
S P
E C
IA
L W
E A
P O
N S A
S S
E M
B L
Y F
A C
IL
IT
IT
E S
A N
D S M
IS
S
IL
E R
A N
G E
N E
W M
E X
IC
O J
A N
U A
R Y
W
G
B
G
G
S
923.45
FENCE
SANITARY SEWER MANHOLE
TREE
DITCH
NATURAL GAS LINE
NON-POTABLE WATER LINE
FIRE HYDRANT
SANITARY SEWER LINE
WATER LINE
FIRE LINE
FIRE DEPARTMENT CONNECTION
GAS METER
POST INDICATOR VALVE
CONTOURS
SIGN
SHRUB
NEAREST JOINT.
*THE SPOT ELEVATIONS SHOWN ABOVE APPLY TO THE
PAVEMENT
CONC
ASPH
SDWK
THICKENED EDGE
EXPANSION JOINT
PAVEMENT
664.21
WATER VALVE
GAS VALVE
WATER METER
CONTROL POINT
METAL POSTS
SPOT ELEVATIONS
ITEM EXISTING NEW
ITEM EXISTING NEW
ASPHALT
TREE LINE
CONCRETE
ASPHALT
CONCRETE SIDEWALK
BUILDING
CURB AND GUTTER
SINGLE SANITARY SEWER CLEANOUT
CO
DUAL SANITARY SEWER CLEANOUT
CO
TETE TE
CONCRETE SIDEWALK
JOINT INTERSECTION SPOT ELEVATIONS
EXPANSION JOINT
STEAM LINE
STORM DRAIN LINE
SPOT ELEVATIONS (TOP OF WALL) 664.21TW
664.21BWSPOT ELEVATIONS (BOTTOM OF WALL)
MATCHMATCH EXISTING ELEVATION
AGGREGATE SURFACE
COURSE
CO
S
CONC
ASPH
SDWK
GRADING LIMITS
CONSTRUCTION LIMITS
LIGHT POLE, SEE ELECTRICAL PLANS
TRANSFORMER, SEE ELECTRICAL PLANS
METAL BEAM GUARD FENCE
REINFORCED CONCRETE
REINFORCED SLAB
664.21TRSPOT ELEVATIONS (TOP OF RAMP)
PETROLEUM, OIL, AND LUBRICANTS
TRANSFORMER
WEST
WATER VALVE
WATER
VERTICAL
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
UNDERDRAIN
TYPICAL
TOP OF RIM
TOP OF PAVEMENT
TOP OF GRAVEL
TOP OF GATE
TOP OF CURB
TAXIWAY
TANK HEATER LINE
TOP OF STEP/STOOP
STRUCTURE
STATION
SPOT ELEVATION
SOUTH
STORM DRAIN
STANDARD
SIMILAR
SIDEWALK
SCHEDULE
SANITARY SEWER
SANITARY
RUNWAY
REQUIRED
REINFORCED CONCRETE PIPE
RADIUS
POWER POLE
PROPERTY LINE
PROFILE GRADE
POST INDICATOR VALVE
PORTLAND CEMENT CONCRETE
PORTLAND CEMENT CONCRETE
PORTLAND CEMENT
POLYVINYL CHLORIDE
OIL/WATER
ON CENTER EACH WAY
ON CENTER
NUMBER
NOT TO SCALE
NORTH
NATURAL GAS
POL
XFMR
W
WV
WT
VERT.
UGE
UGC
UD
TYP.
T/R
TP
TG
T/G
TC
T/W
TH
ST
STR.
STA.
SE
S
SD
STD
SIM.
SW
SCH
SS
SAN.
R/W
REQ'D
RCP
R
PP
PL
P.G.
P.I.V.
P.C. CONC.
P.C.C.
P.C.
PVC
O/W O.C.E.W.
O.C.
NO.
N.T.S.
N
NG
CO
PRIMARY AERIAL, SEE ELECTRICAL PLANS
MH
MIN
MAX.
MAT'L
LP
L.F.
IN
HTHW
HP
HOR.
GVP
GTS
FES
FPT
FPS
FL
FHW
FH
GF
FG
FF
FC
F-F
EX.
EXIST
ELEV.
ELEC.
E
DW
DIP
DIA.
O
CWS
CWR
C-C
COR
CO
CONST.
CL.
C
CVS
BM
BLDG.
BIT
B-B
AFFF
AVP
ABBREVIATIONS & SYMBOLS
MANHOLE
MINIMUM
MAXIMUM
MATERIAL
LOW POINT
LINEAR FEET
INCHES
HIGH TEMP. HEATING WATER
HIGH POINT
HORIZONTAL
GAS VENT PIPE
GAS TEST STATION
PARKING SPACES
FUEL EFFICIENT VEHICLE
FIRE PUMP TEST
FIRE PUMP SECTION
FLOWLINE
FIRE HYDRANT WATER
FIRE HYDRANT
GRADING FLOOR
FINISHED GRADE
FINISHED FLOOR
FACE OF CURB
FACE TO FACE
EXISTING
EXISTING
ELEVATION
ELECTRIC
EAST
DOMESTIC WATER
DUCTILE IRON PIPE
DIAMETER
DIAMETER
CONDENER WATER SUPPLY
CONDENER WATER RETURN
CENTER TO CENTER
REPRESENTATIVE
CONTRACTING OFFICER'S
CLEANOUT
CONSTRUCT
CLEARANCE
CENTERLINE
PARKING SPACES
CARPOOL OR VANPOOL
BENCH MARK
BUILDING
BITUMINOUS
BACK TO BACK
AQUEOUS FILM FORMING FOAM
ALTITUDE VALVE PIT
T
N G
U Y
E N P .E
T
N G
U Y
E N P .E
C-101
L E
G E
N D A
N D A
B B
R E
V
IA
T
IO
N S
B R
A N
T E J E
N S
E N P .E
DEFENSE MAPPING AGENCY BENCH MARK (DMABM) 499.7752503.770 3232.290BM3
RAILROAD SPIKE (RRSPK) 494.5452486.670 2486.730BM2
RAILROAD SPIKE (RRSPK) 500.0003000.000 3000.000BM1
ELEVATIONEASTINGNORTHING
ELEV: 500.000
E: 3,000.000
N: 3,000.000
BM1
RR SPK
ELEV: 494.545
E: 2,486.670 N: 2,486.730
BM2
RR SPK
490'
493'
494'
495'
5'
495'
495'
496'
6'
6'
497'
497'
7'
498'
498'
498'
498'
499'
499'
9'
0'
500'
500'
ELEV: 499.775
E: 2503.770 N: 3232.290
BM3
DMABM
1'
501'
2'
3'
ASP
H
ALT
D
R
IV
EW
AY
ASP
H
ALT
D
R
IV
EW
AY
PAVEMENT
ASPHALT
PAVEMENT
ASPHALT
D R
IV
E W
A Y
A S
P H
A L T
PARKING
ASPHALT
21691
BLDG
21690
BLDG
xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG x G xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG x G xG x G xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG x G xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xGSIDEWALK
EL 499.83
21695
BLDG
EL 497.77
21694
BLDG
xGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxG
EL 497.28
BLDG
xGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxG
EL 496.27
BLDG
xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG x G xG xG xG xG xG x G xG xG xG xG xG xG xG xG xG xG x G xG xG xG xG xG x G xG xG xG xG xG x G xG xG xG xG xG x G xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG x G xG xG xG xG xG x G xG xG xG xG xG x G xG xG xG xG xG xG xG xG xG xG x G xG xG xG xG xG x G xG xG xG xG xG x G xG xG xG xG xG x G xG xG xG xG xG xG xG xG xG xG xG
EL 493.19
BLDG
xGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxG
EL 499.57
21693
BLDG
EL 496.16
21692
BLDG
OXIDATION POND
EXISTING 6" WATER LINE
MANHOLE
EXISTING
MANHOLE
EXISTING
SEPTIC TANK
EXISTING
MANHOLE
EXISTING
MANHOLE
EXISTING
FIRE HYDRANT
EXISTING
FIRE HYDRANT
EXISTING
FIRE HYDRANT
EXISTING
WATER VALVE
EXISTING
8"
8"
6"
SECURITY FENCE
EXISTING CHAINLINK
SECURITY FENCE
EXISTING CHAINLINK
SECURITY FENCE
EXISTING CHAINLINK
SECURITY FENCE
EXISTING CHAINLINK
SECURITY FENCE
EXISTING CHAINLINK
REGULATOR & METER
EXISTING NATURAL GAS
T
N G
U Y
E N P .E
T
N G
U Y
E N P .E
B R
A N
T E J E
N S
E N P .E
E X
IS
T
IN
G S
IT
E C
O N
D
IT
IO
N S
CE100
200'0 100' N
NUMBER
SEQUENCE
SHEET
E N
G
IN
E E
R
IN
G B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
c a d d f il e n a m e d a te
C o n tr a c t
N u m b e r:
S o li c it a ti o n N u m b le n a m e
R e v
R e v ie w e d b y
D e s ig n e d b y
S u b m it te d b y
D a te
C H
IE
F
C
IV
IL
S
E C
T
IO
N P lo t s c a le
P lo t d a te
Fort Worth District of Engineers
US Army Corps
R E
F E
R E
N C
E F
IL
E
R E
F E
R E
N C
E F
IL
E
R E
F E
R E
N C
E F
IL
E
R E
F E
R E
N C
E F
IL
E
R E
F E
R E
N C
E F
IL
E
R E
F E
R E
N C
E F
IL
E S
R E
F E
R E
N C
E F
IL
E
R E
F E
R E
N C
E F
IL
E
R E
F E
R E
N C
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IL
E
R E
F E
R E
N C
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IL
E
R E
F E
R E
N C
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IL
E
R E
F E
R E
N C
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IL
E
R E
F E
R E
N C
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IL
E
R E
F E
R E
N C
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IL
E
R E
F E
R E
N C
E F
IL
E
A
B
C
D
1 2 d a te u s e r$ c a d d f il e n a m e ti m e
3 4 5
DESIGNED BY: DENNIS MICHAEL KELLEY 2014
D ra w n b y
B R
A N
T E J E
N S
E N P .E
F O
R T W
O R
T H T
E X
A S
T
A Y
L O
R S
T
F O
R T W
O R
T H D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A c ti o n
D a te
D e s c ri p ti o n
S y m b o l
T ra c k in g N o
P N
S P
E C
IA
L W
E A
P O
N S A
S S
E M
B L
Y F
A C
IL
IT
IT
E S
A N
D S M
IS
S
IL
E R
A N
G E
N E
W M
E X
IC
O J
A N
U A
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W
G
B
N G
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E N P .E
T
N G
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B R
A N
T E J E
N S
E N P .E
CD100
200'0 100' N
D E
M O
L
IT
IO
N P
L A
N
4. OXIDATION PONDS SHALL BE ABANDONMENT IN PLACE AND NO BACKFILL REQUIRED.
SAND, GRAVEL, FLOWABLE FILL, CONCRETE OR OTHER APPROVED MATERIAL.
3. SANITARY SEWER PIPE, MANHOLES, AND SEPTIC TANKS SHALL BE ABANDONMENT IN PLACE BY USING
2. EVERY ABANDONED BUILDING SEWER, OR PART THEREOF, SHALL BE PLUGGED AND/OR CAPPED.
LIQUID WASTE SYSTEMS.
DEPARTMENT TITLE 20, CHAPTER 7, PART 3, SECTION 307 STANDARDS; ABANDONED SEWERS AND ON-SITE
1. ABANDONED AND/OR DEMOLITION ITEMS SHALL MEET REQUIREMENTS OF NEW MEXICO ENVIRONMENTAL
NOTE:
DEMO ASPH PAVEMENT
ABANDONMENT ITEM
LEGEND:
ASP
H
ALT
D
R
IV
EW
AY
ASP
H
ALT
D
R
IV
EW
AY
PAVEMENT
ASPHALT
PAVEMENT
ASPHALT
D R
IV
E W
A Y
A S
P H
A L T
PARKING
ASPHALT
21691
BLDG
21690
BLDG
xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG x G xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG x G xG x G xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG x G xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xGSIDEWALK
EL 499.83
21695
BLDG
EL 497.77
21694
BLDG
xGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxG
EL 497.28
BLDG
xGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxG
EL 496.27
BLDG
xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG x G xG xG xG xG xG x G xG xG xG xG xG xG xG xG xG xG x G xG xG xG xG xG x G xG xG xG xG xG x G xG xG xG xG xG x G xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG x G xG xG xG xG xG x G xG xG xG xG xG x G xG xG xG xG xG xG xG xG xG xG x G xG xG xG xG xG x G xG xG xG xG xG x G xG xG xG xG xG x G xG xG xG xG xG xG xG xG xG xG xG
EL 493.19
BLDG
xGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxG
EL 499.57
21693
BLDG
EL 496.16
21692
BLDG
OXIDATION POND
MANHOLE
EXISTING
MANHOLE
EXISTING
SEPTIC TANK
EXISTING
MANHOLE
EXISTING
MANHOLE
EXISTING
FIRE HYDRANT
EXISTING
FIRE HYDRANT
EXISTING
FIRE HYDRANT
EXISTING
WATER VALVE
EXISTING
8"
8"
6"
S
S
S
S
E=32.372553
N=106.411244
E=32.372547
N=106.411228
E=32.372694
N=106.411153
E=32.372706
N=106.411189
E=32.372808
N=106.411339
E=32.372825
N=106.411336
E=32.373164
N=106.412725
E=32.373181
N=106.412719
E=32.373189
N=106.412736
E=32.373197
N=106.412714
E=32.373472
N=106.412681
E=32.373475
N=106.412692
E=32.373250
N=106.412900
E=32.373231
N=106.412908
E=32.372719
N=106.412908 E=32.372703
N=106.412914
E=32.372656
N=106.412931
E=32.372642
N=106.412933
E=32.372533
N=106.412972
E=32.372519
N=106.412978
E=32.372447
N=106.412981
E=32.372464
N=106.412994
E=32.372625
N=106.412983
E=32.372636
N=106.412997
TRANSFORMER PAD
ASPHALT PAVEMENT FOR
REMOVE 9x9 EXISTING
E=32.372667
N=106.413522
E=32.372647
N=106.413531
E=32.372492
N=106.413697 E=32.372475
N=106.413703
E=32.372433
N=106.413253
E=32.372411
N=106.413253
E=32.372767
N=106.413028 E=32.372786
N=106.413014
FIRE HYDRANT
REMOVE EXISTING
FIRE HYDRANT
REMOVE EXISTING
FIRE HYDRANT
REMOVE EXISTING
REGULATOR & METER
NATURAL GAS
REMOVE EXISTING
NUMBER
SEQUENCE
SHEET
E N
G
IN
E E
R
IN
G B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
c a d d f il e n a m e d a te
C o n tr a c t
N u m b e r:
S o li c it a ti o n N u m b le n a m e
R e v
R e v ie w e d b y
D e s ig n e d b y
S u b m it te d b y
D a te
C H
IE
F
C
IV
IL
S
E C
T
IO
N P lo t s c a le
P lo t d a te
Fort Worth District of Engineers
US Army Corps
R E
F E
R E
N C
E F
IL
E
R E
F E
R E
N C
E F
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E
R E
F E
R E
N C
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E
R E
F E
R E
N C
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R E
F E
R E
N C
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R E
F E
R E
N C
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E S
R E
F E
R E
N C
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E
R E
F E
R E
N C
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R E
F E
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F E
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N C
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1 2 d a te u s e r$ c a d d f il e n a m e ti m e
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DESIGNED BY: DENNIS MICHAEL KELLEY 2014
D ra w n b y
B R
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T E J E
N S
E N P .E
F O
R T W
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T H T
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S y m b o l
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P N
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CP100
200'0 100' N
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ASPH PAVEMENTNEW
LEGEND:
ASP
H
ALT
D
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IV
EW
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ASP
H
ALT
D
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PAVEMENT
ASPHALT
PAVEMENT
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D R
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P H
A L T
PARKING
ASPHALT
21691
BLDG
21690
BLDG
xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG x G xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG x G xG x G xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG x G xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xGSIDEWALK
EL 499.83
21695
BLDG
EL 497.77
21694
BLDG
xGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxG
EL 497.28
BLDG
xGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxG
EL 496.27
BLDG
xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG x G xG xG xG xG xG x G xG xG xG xG xG xG xG xG xG xG x G xG xG xG xG xG x G xG xG xG xG xG x G xG xG xG xG xG x G xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG x G xG xG xG xG xG x G xG xG xG xG xG x G xG xG xG xG xG xG xG xG xG xG x G xG xG xG xG xG x G xG xG xG xG xG x G xG xG xG xG xG x G xG xG xG xG xG xG xG xG xG xG xG
EL 493.19
BLDG
xGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xG xGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxG
EL 499.57
21693
BLDG
EL 496.16
21692
BLDG
SEE SHEET C-503
NEW ASPHALT PAVEMENT
E=32.372694
N=106.411153
E=32.372706
N=106.411189
E=32.372808
N=106.411339
E=32.372825
N=106.411336
E=32.372553
N=106.411244
E=32.372547
N=106.
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