W912QR23B0002_Plans-0003.pdf
PDF 2 MB Posted
- Attached to
- Baseball/Softball Field
- Solicitation number
- W912QR23B0002
About this file
This document package includes plans and specifications for a baseball and softball field construction project. The plans detail the layout and construction requirements for baseball and softball fields, including fencing, dugouts, pitching mounds, and irrigation systems. The specifications require the construction of baseball and softball fields with sod, dirt surfaces, fencing, gates, and other associated features at Fort Campbell in accordance with the drawings. Bidders must submit electronic bids by the specified due date and time. The bid opening will be conducted telephonically, with bid information read aloud and posted online. The solicitation number is W912QR23B0002 and is for the Department of the Army Corps of Engineers Louisville District.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
20.00'
20.00'
40.50'
12.00'
9.50'
PITCHING
RUBBER
SOD
HOME
PLATE
DIRT
MIX
DIRT
MIX
NOTES:
1. SEE SPECIFICATION
SECTION 116500 FOR
DIRT MIXTURE
COMPOSITION, SOD
TYPE, PITCHER'S
RUBBER STYLE AND
HOME PLATE STYLE
2. SEE DETAIL 05/CS500
FOR PITCHERS MOUND
INFORMATION
3. SEE DETAIL 01/CS504
FOR BLACK VINYL
COATED FENCE
4. SEE DETAIL 02/CS500
FOR SINGLE SWING
GATE
N.T.S.
BASEBALL WARM-UP AREA04
CS503
7' TALL BLACK
VINYL COATED
CHAINLINK
FENCING
60.50'
10.50'
57.00'
12.00'
7.00'
7.00'
43.00'
N.T.S.
SOFTBALL WARM-UP AREA05
CS503
DIRT
MIX
PITCHING
RUBBER
HOME
PLATE
NOTES:
1. SEE SPECIFICATION
SECTION 116500 FOR
DIRT MIXTURE
COMPOSITION,
PITCHER'S RUBBER
STYLE AND HOME
PLATE STYLE
2. SEE DETAIL 01/CS504
FOR BLACK VINYL
COATED FENCE
2. SEE DETAIL 02/CS500
FOR SINGLE SWING
GATE
CS503
D
ET
AI
LS
N.T.S.
TYPICAL DOUBLE SWING GATE ELEVATION01
CS503
N.T.S.
CATCH BASIN DETAIL02
CS503
AA
A
STEP
REINF. STEEL
F.L.
M U
LT
IP
LE
O
F
ST
EP
S
PA
C
IN
G
B
D
EP
TH
V
AR
IA
BL
E
A
C
WHEN POSSIBLE, TOP
TO BE HIGHER THAN
TOP OF OUTLET PIPE
OPTIONAL
PRECAST
JOINT
STEP (TYP.)
GRATEGRATE
NOTES
GRATES: GRATES SHALL BE HEAVY
DUTY UNPAINTED CAST IRON
MEETING ASTM-A-48, CLASS 35B G.
WALLS: PRECAST WALLS SHALL HAVE
A MINIMUM THICKNESS OF 6" AND BE
REINFORCED SUFFICIENTLY TO
PERMIT SHIPPING AND HANDLING
WITHOUT DAMAGE. CONCRETE
SHALL MEET REQUIREMENTS OF
SPECIFICATIONS.
REINFORCEMENT: REINFORCING IN
THE TOP IS TO BE #4 BARS SPACED
AT 6" CENTER TO CENTER. USE
EIGHT BARS.
PRECAST BASE: THE PRECAST BASE
SHALL BE SET DEEP ENOUGH SO
THAT THE TOP CAN BE PLACED ON
THE BASE TO PROVIDE THE GRATE
ELEVATION SPECIFIED IN THE PLANS.
GRADE ADJUSTMENTS SHALL BE
MADE PER SPECIFICATIONS.
CONCRETE SHALL MEET
REQUIREMENTS OF SPECIFICATIONS.
LOCATION AND ELEVATION: WHEN
GIVEN ON THE PLANS, THE LOCATION
AND THE ELEVATION ARE AT THE TOP
CENTER OF THE GRATE. WHEN SIDE
OPENINGS ARE PROVIDED, THE
ELEVATION SHALL BE AT THE FLOW
LINE OF THE SIDE INLET.
MINIMUM DEPTH: THE MINIMUM DEPTH
SHALL BE THE OUTSIDE DIAMETER
(O.D.) OF THE OUTLET PIPE PLUS 7".
OPENINGS: PIPE OPENINGS SHALL BE
THE O.D. OF THE PIPE BEING
SUPPLIED PLUS 3". THE SPACE SHALL
BE SEALED PER SPECIFICATIONS.
SIDE INLETS: SHALL BE PROVIDED
ONLY WHEN SPECIFIED ON THE
PLANS.
STEPS: STEPS SHALL BE PROVIDED
WHERE THE DEPTH EXCEEDS 4' AND
SHALL MEET THE REQUIREMENTS OF
THE SPECIFICATIONS.
BENCHING: BENCHING SHALL BE
REQUIRED IN ALL STRUCTURES AND
SHALL MEET THE REQUIREMENTS OF
THE SPECIFICATIONS
2'-3 1/2"
2'-0"
BOTTOM SLAB MAY
BE PRE-CAST
SEPARATELY AND
THE OUTLET PIPE
PLACED ON TOP OF
IT WITH THE BOTTOM
SHAPED TO DRAIN
8"
8"
2'-3" 2'-0"
" M
IN
3'-0" 8"
1" (T
YP
3'-0"
6" 6"
6"
6"
1/4"
8" M
IN
3"
4" 2"
REINF. STEEL
REINF. STEEL
8"8"
6"
1/4"
1"
8"
1/4"1/4"
8"
CONSTRUCTION
JOINT
SIDE
INLET
FLOW
LINE
OPTIONAL
PRECAST
JOINT
3'-0"
2'-3 1/2"
SECTION A-A SECTION B-B SECTION C-C
8"
8"
1" (TYP.)
8"
8"
PERMISSIBLE
CONST. JOINT
B
C C C
A
B
B
B
B
A
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SI
ZE
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D O
D
EA
VA
R
IO
U S
D
ES
IG
N
S
LO
U
IS
VI
LL
E D
IS
TR
IC
T
D R
M
AR
TI
N
L U
TH
ER
K
IN
G P
L
SU
IT
E
2, LO
U
IS
VI
LL
E, K Y
KZ
F
D
ES
IG
N
BR
O
AD
W
AY
S
T, C
IN
C
IN
N
AT
I, O H
-F
-0
P2
N U
M
BE
R
FI
LE
N
AM
E
CERTIFIED FINAL SUBMITTAL
FT
C
AM
PB
EL
L, K Y
PA
C
KA
G
E A
C O
M
PE
TI
TI
O N
B
AS
EB
AL
L
AN
D S
O
FT
BA
LL
F
IE
LD
S
J
AN
U
AR
Y
AM
EN
D
M
EN
T
-2 3-
6" CRUSHED STONE BASE #57
95% MAXIMUM DENSITY
COMPACTED SUBGRADE
2" CRUSHED STONE #8
N.T.S.
GRAVEL PARKING LOT DETAIL03
CS503
FENCE SHALL BE GROUNDED PER UFC
4-022-03, PARAGRAPH 2-10. SEE ELECTRICAL
DETAIL 01/E-601 FOR MORE INFORMATION
GATE HINGE WITH
OPPOSING BARREL PINS
LINE
POST
PROVIDE CONCRETE FOOTING.
DIAMETER OF FOOTING SHALL BE
4X POST DIAMETER (TYPICAL)
10'-0" MAX SPACING
6"
3'-0" GATE HINGE WITH OPPOSING
BARREL PINS. SEE DETAILS
THIS SHEET (TYPICAL)
GATE POST (TYPICAL)
3'-0" 1'-0"
6"
COMPACT SAND
1" DIA PVC PIPE 3
8" DIA TRUSS
ROD (TYPICAL)
10'-0" MAX SPACING
LINE
POST
6"
3'-0"
8" DIA TRUSS RODBRACE RAILS
GATE HINGE WITH
OPPOSING
BARREL PINS
STANDARD GATE LATCH.
SEE DETAILS THIS SHEET
3"
BLACK VINYL COATED CHAIN
LINK FABRIC (TYPICAL)
GATE UPRIGHT
FOR FRAME
POST CAP
TOP RAIL
BRACE RAILS3
8" DIA TRUSS ROD
CONCRETE
DROP BAR2"
2"
DOUBLE SWING GATE PLAN
BOTTOM RAIL
(TYPICAL)
R E
V
IS
E D
IN
A
C C
O R
D A
N C
E W
IT
H
A M
E N
D M
E N
T
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
J.
VE
R
ST
J.
VE
R
ST
M .M
C C
O N
N
EL
L
S.
G
AS
TR
IG
H
T
W
2Q R
B0
2_
Pl an s-
200A Disposition: Maintain for 15 yrs after construction
CS504
D
ET
AI
LS
NOTE: PROVIDE ONE DROP BAR FOR EACH
LEAF (TYP). ASSOCIATED GALV SLEEVES TO BE
INSTALLED FLUSH WILL GRADE AT FULLY OPEN
AND CLOSED POSITIONS.
CONTRACTOR SHALL PROVIDE 6" LAYER OF
#10 STONE BELOW BOTTOM OF SLEEVE TO
ALLOW FOR DRAINAGE.
OPPOSING BARREL
HINGE PIN AND PLATE
FENCE POST HINGE ASSEMBLY
STANDARD U-BOLT
OFFSET HINGE
ASSEMBLY
STANDARD U-BOLT
LATCH ASSEMBLY
SECURING HOLE
FOR LOCK
16"
STANDARD U-BOLT
LATCH ASSEMBLY
SECURING HOLE
FOR LOCK
LATCH
HINGE BOLT
HINGE COLLAR
RETAINER BOLT
STANDARD U-BOLT
STANDARD U-BOLT
GATE LEAF POST
OPPOSING BARREL
HINGE PIN AND PLATE
16"
GATE POST
(*)NOTE: WELD HINGES TO POST IF
INSTALLING CABLE REINFORCEMENT
ON GATES. ENSURE CORRECT HEIGHT
FOR FULL OPERATION PRIOR TO
WELDING (TYPICAL)
SINGLE LEAF GATES
OPENING GATE POSTS HINGE SPACE (S)
FACE TO FACE SQUARE & ROUND SIZES POST TO UPRIGHT
3'-0"
THROUGH
6'-0"
2.5" SQ x 316"TH
OR
2.875" OD
FOR SQUARE &
ROUND GATE
POSTS: 2 14"
6'-0"
THROUGH
12'-0"
4" SQ x 316"TH
OR
4" OD
FOR SQUARE &
ROUND GATE
POSTS: 2 14"
GATE POSTS & FOUNDATIONS: GATE POST SIZE AND ASSOCIATED
FOOTING DIAMETER TO BE DETERMINED BY MANUFACTURER, BASED
ON LEAF WEIGHT & DIMENSION, BUT NOT LESS THAN DIAMETER SHOWN
ON THESE DRAWINGS. MINIMUM FOOTING DIAMETERS (TO BE FILLED
W/4000 PSI CONC): 40"Ø FOR 8" POST; 36"Ø FOR 6" POST; 24"Ø FOR 4"
POST; OTHER SIZES TO BE DESIGNED BY MFR OR KTR. NO FOOTING
WIDTH SHALL BE LESS THAN 4(X) THE POST WIDTH.
NOTE: IF GATE HINGES ARE NOT OPPOSING (AS SHOWN ABOVE) OR
LEAF IS NOT LOCKED MECHANICALLY TO THE HINGES, WELD AN ANGLE,
PLATE, OR BLOCK ABOVE HINGE TO RESTRICT LEAF FROM BEING
REMOVED OR LIFTED OFF. RESTRICTION SHALL NOT HINDER
OPERATION OF GATE.
N.T.S.
DROP BAR03
CS504
N.T.S.
OFFSET HINGE DETAIL04
CS504
N.T.S.
GATE LATCH DETAIL05
CS504
N.T.S.
GATE HINGE DETAIL06
CS504 N.T.S.
FULCRUM LATCH DETAIL07
CS504
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SI
ZE
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D O
D
EA
VA
R
IO
U S
D
ES
IG
N
S
LO
U
IS
VI
LL
E D
IS
TR
IC
T
D R
M
AR
TI
N
L U
TH
ER
K
IN
G P
L
SU
IT
E
IS
VI
LL
E, K Y
KZ
F
D
ES
IG
N
BR
O
AD
W
AY
S
T, C
IN
C
IN
N
AT
I, O H
-F
-0
P2
N U
M
BE
R
FI
LE
N
AM
E
CERTIFIED FINAL SUBMITTAL
FT
C
AM
PB
EL
L, K Y
PA
C
KA
G
E A
C O
M
PE
TI
TI
O N
B
AS
EB
AL
L
AN
D S
O
FT
BA
LL
F
IE
LD
S
J
AN
U
AR
Y
AM
EN
D
M
EN
T
-2 3-
WELDED BRACE RAILS SHALL
BE INSTALLED AS PER THE
PLANS AND AWS D1.1
(STRUCTURAL WELDING CODE -
STEEL) AT CORNER, END, GATE,
AND PULL POSTS. DAMAGE TO
THE GALVANIZED SURFACE,
DUE TO WELDING, SHALL BE
REPAIRED WITH "REPAIR
STICKS" OF ZINC-CADMIUM
ALLOYS OR ZINC-TIN LEAD
ALLOYS AS PER AWS WZC.
ANCHOR POST
LINE POST
FENCE FABRIC A
NOT SHOWN
FOR CLARITY
PULL POST (CORNER
POST, END POST, OR
LAST LINE POST )
WELD TO POSTS (TYP)
BOTTOM SELVAGE, KNUCKLED
1 5 8" OD TOP RAIL
CHAIN LINK FABRIC,
TOP SELVAGE TWISTED
2"Ø TRUSS ROD
ASSEMBLIES. INSTALL
PER MANUFACTURER'S
RECOMMENDATIONS.
3'-0"
6"
2"
8" DIA TRUSS
ROD (TYP UON)
8" DIA
TRUSS ROD
(TYP UON)
BRACE RAILS
TOP RAIL OR
TENSION WIRE
(TYP UON)
POST CAP
GATE HINGE WITH OPPOSING
BARREL PINS. SEE DETAILS THIS
SHEET (TYP UON)
STANDARD
GATE LATCH.
SEE DETAILS
THIS SHEET POST CAP
2"
SINGLE SWING GATE PLAN
BLACK VINYL COATED CHAIN
LINK FABRIC (TYPICAL)
NOTE:
SEE DETAIL 05/CS502 FOR
FENCE PLAN VIEW.
N.T.S.
FENCE DETAIL01
CS501 N.T.S.
TYPICL FENCE SINGLE SWING GATE ELEVATION02
CS501
FENCE SHALL BE GROUNDED
PER UFC 4-022-03,
PARAGRAPH 2-10. SEE
ELECTRICAL DETAIL 01/E-601
FOR MORE INFORMATION
FENCE SHALL BE GROUNDED
PER UFC 4-022-03,
PARAGRAPH 2-10. SEE
ELECTRICAL DETAIL 01/E-601
FOR MORE INFORMATION
1 5 8" OD BOTTOM RAIL1
1 1
1 1 1
R E
V
IS
E D
IN
A
C C
O R
D A
N C
E W
IT
H
A M
E N
D M
E N
T
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
J.
VE
R
ST
J.
VE
R
ST
M .M
C C
O N
N
EL
L
S.
G
AS
TR
IG
H
T
W
2Q R
B0
2_
Pl an s-
12216 526.63
MISC1 ST SHIPPING CONTAINER
12217 527.25
MISC1 SHIPPING CONTAINER
12218 526.16
MISC1 SHIPPING CONTAINER
12219 526.24
MISC1 CL SHIPPING CONTAINER
12220 526.34
CNPY1 ST WOOD SHED
12221 526.13
CNPY1 WOOD SHED
12238 524.59
CNPY1 WOOD SHED
12239 524.78
CNPY1 CL WOOD SHED12277
524.61
GT1 ST JPT 20683 6' CLF
12278 524.46
GT1 6' CLF
12297 533.62
STP1 ST STP2 ST WOOD
12299 533.59
STP1 WOOD
12300 533.62
STP2 WOOD
12429 519.76
MHSR
12216 526.63
MISC1 ST SHIPPING CONTAINER
12217 527.25
MISC1 SHIPPING CONTAINER
12218 526.16
MISC1 SHIPPING CONTAINER
12219 526.24
MISC1 CL SHIPPING CONTAINER
12220 526.34
CNPY1 ST WOOD SHED
12221 526.13
CNPY1 WOOD SHED
12238 524.59
CNPY1 WOOD SHED
12239 524.78
CNPY1 CL WOOD SHED12277
524.61
GT1 ST JPT 20683 6' CLF
12278 524.46
GT1 6' CLF
12297 533.62
STP1 ST STP2 ST WOOD
12299 533.59
STP1 WOOD
12300 533.62
STP2 WOOD
12760 524.85
STP2 WOOD
12761 524.87
STP2 WOOD
12762 533.60
STP2 STP1 WOOD
12429 519.76
MHSR
12786 522.86
12" METAL W/ TAPER
12216 526.63
MISC1 ST SHIPPING CONTAINER
12217 527.25
MISC1 SHIPPING CONTAINER
12218 526.16
MISC1 SHIPPING CONTAINER
12219 526.24
MISC1 CL SHIPPING CONTAINER
12220 526.34
CNPY1 ST WOOD SHED
12221 526.13
CNPY1 WOOD SHED
12238 524.59
CNPY1 WOOD SHED
12239 524.78
CNPY1 CL WOOD SHED12277
524.61
GT1 ST JPT 20683 6' CLF
12278 524.46
GT1 6' CLF
12297 533.62
STP1 ST STP2 ST WOOD
12299 533.59
STP1 WOOD
12300 533.62
STP2 WOOD
12760 524.85
STP2 WOOD
12761 524.87
STP2 WOOD
12762 533.60
STP2 STP1 WOOD
12429 519.76
MHSR
12786 522.86
12" METAL W/ TAPER
12760 524.85
STP2 WOOD
12761 524.87
STP2 WOOD
12762 533.60
STP2 STP1 WOOD
12786 522.86
12" METAL W/ TAPER
20668 524.99
GT1 FNC1 ST 6' CLF
20677 525.11
GT1 FNC1 ST 6' CLF
20682 524.44
GT1 6' CFL
20685 523.94
GT1 ST FNC2 ST 6' CFL20686
524.00
GT1 FNC1 ST 6' CFL
20668 524.99
GT1 FNC1 ST 6' CLF
20677 525.11
GT1 FNC1 ST 6' CLF
20682 524.44
GT1 6' CFL
20685 523.94
GT1 ST FNC2 ST 6' CFL20686
524.00
GT1 FNC1 ST 6' CFL
20668 524.99
GT1 FNC1 ST 6' CLF
20677 525.11
GT1 FNC1 ST 6' CLF
20682 524.44
GT1 6' CFL
20685 523.94
GT1 ST FNC2 ST 6' CFL20686
524.00
GT1 FNC1 ST 6' CFL30198
522.24
BPZB2
30199 518.97
BPZB2
30200 520.02
BPZB2
30201 520.88
BPZB2
30206 521.27
BPZB2
30219 521.05
BPZB2 30220
521.15
BPZB2
30221 521.38
BPZB2
30271 522.04
BPZB1
30272 521.85
BPZB1
30273 522.08
BPZB1
30274 522.50
BPZB1
30275 523.07
BPZB1
30276 523.39
BPZB1
30277 523.26
BPZB1
30278 522.83
BPZB1
30283 522.63
BPZB1
30284 522.61
BPZB1
30198 522.24
BPZB2
30199 518.97
BPZB2
30200 520.02
BPZB2
30201 520.88
BPZB2
30206 521.27
BPZB2
30219 521.05
BPZB2 30220
521.15
BPZB2
30221 521.38
BPZB2
30271 522.04
BPZB1
30272 521.85
BPZB1
30273 522.08
BPZB1
30274 522.50
BPZB1
30275 523.07
BPZB1
30276 523.39
BPZB1
30277 523.26
BPZB1
30278 522.83
BPZB1
30283 522.63
BPZB1
30284 522.61
BPZB1
30198 522.24
BPZB2
30199 518.97
BPZB2
30200 520.02
BPZB2
30201 520.88
BPZB2
30206 521.27
BPZB2
30219 521.05
BPZB2 30220
521.15
BPZB2
30221 521.38
BPZB2
30271 522.04
BPZB1
30272 521.85
BPZB1
30273 522.08
BPZB1
30274 522.50
BPZB1
30275 523.07
BPZB1
30276 523.39
BPZB1
30277 523.26
BPZB1
30278 522.83
BPZB1
30283 522.63
BPZB1
30284 522.61
BPZB1
G (B)
G (B)
G (B)
G (B)
G(B)
G(B)
G (B)
G (B)
G (B)
G (B)
G (B)
G (B)
G (B)
G (B)
G (B)
G (B)
G (B)
G (B)
W (B)
W (B)
W (B)
W (B)
W (B)
W (B)
W (B)
W (B)
W (B)
W (B)
W (B)
W (B)
W (B)
W (B)
W (B)
W (B)
W (B)
W (B)
W (B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
BT(B)
BT
(B
BT(B)
BT(B)
BT(B)
BT(B)
BT(B)
BT(B)
BT(B)
BT(B)
BT(B)
BT(B)
BT(B)
BT(B)
BFO
C
(B)
BFO
C
(B)
BFO
C
(B)
BFO
C
(B)
BFO
C
(B)
BFO
C
(B)
BFO
C
(B)
BFO
C
(B)
BFO
C
(B)
BFO
C
(B)
BFO
C
(B)
BFO
C
(B)
BFO
C
(B)
BT(B)
BT(B)
BFO
C
(B)
BFO
C
(B)
BFO
C
(B)
BFO
C
(B)
BFO
C
(B)
BFO
C
(B)
BFO
C
(B)
BFO
C
(B)
BFO
C
(B)
22" Deciduous
SAN
SAN
SAN
DIRT
PILE
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
X X
X X
X X
X
X
X
X
X X
X X
X
X
X
X
X
X
X X X X
WOOD
STEPS
CMU
PUMP
HOUSE
RAILROAD
TRACKS
TELECOMM
HANDHOLE
EX. FIELD
GOAL POST
EX. FIELD
GOAL POST
BURIED VERTICAL
ROUND WOODEN
POSTS
EX. WOODEN
OBSERVATION
TOWER
EX. "H" STYLE
FIELD GOAL POST
CS505
SP
R
IN
KL
ER
S
YS
TE
M D
EM
O
LI
TI
O N
P
LA
N S
NN
POR
EXISTING IRRIGATION
PUMP HOUSE
SCALE: NOT TO SCALE
FOOTBALL FIELD EXISTING
UNDERGROUND IRRIGATION
(TYP.) REMOVAL IS NOT A
PART OF THIS PACKAGE
AND SCOPE OF WORK
REMOVE EXISTING
UNDERGROUND
IRRIGATION (TYP.)
EXISTING FOOTBALL FIELD
UNDERGROUND IRRIGATION
(TYP.) REMOVAL IS NOT A PART
OF THIS PACKAGE SCOPE
AND SCOPE OF WORK
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SI
ZE
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D O
D
EA
VA
R
IO
U S
D
ES
IG
N
S
LO
U
IS
VI
LL
E D
IS
TR
IC
T
D R
M
AR
TI
N
L U
TH
ER
K
IN
G P
L
SU
IT
E
IS
VI
LL
E, K Y
KZ
F
D
ES
IG
N
BR
O
AD
W
AY
S
T, C
IN
C
IN
N
AT
I, O H
-F
-0
P2
N U
M
BE
R
FI
LE
N
AM
E
CERTIFIED FINAL SUBMITTAL
FT
C
AM
PB
EL
L, K Y
PA
C
KA
G
E A
C O
M
PE
TI
TI
O N
B
AS
EB
AL
L
AN
D S
O
FT
BA
LL
F
IE
LD
S
J
AN
U
AR
Y
AM
EN
D
M
EN
T
-2 3-
NOTE: EXISTING SPRINKLER
LAYOUT SHOWN HERE IS TAKEN
FROM 2010 AS-BUILT PLANS
PROVIDED BY THE GOVERMENT
AND PRODUCED BY JOHN DEERE
LANDSCAPES DATED 01-25-2010
ARROW DENOTES
LIMITS OF DEMOLITION
OF EXISTING BASEBALL
AND SOFTBALL FIELD
IRRIGATION SYSTEM
R E
V
IS
E D
IN
A
C C
O R
D A
N C
E W
IT
H
A M
E N
D M
E N
T
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
J.
VE
R
ST
J.
VE
R
ST
M .M
C C
O N
N
EL
L
S.
G
AS
TR
IG
H
T
W
2Q R
B0
2_
Pl an s-
| CS503 DETAILS |
| CS504 DETAILS |
| CS505 EXISTING IRRIGATION DEMOLITION |
File details come from the government source that posted it. Updated .