22x34_FCBQ_Advertisement.pdf
PDF 9 MB Posted
- Attached to
- SOF Human Performance Training Center Federal contract opportunity
- Solicitation number
- W9128F19R0004
About this file
Drawings
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Am-0005_W9128F-19-R-0004.pdf | ||
| Am-0004_W9128F-19-R-0004.pdf | ||
| Am-0003_W9128F-19-R-0004.pdf | ||
| Am-0002_W9128F-19-R-0004.pdf | ||
| Am-0001_W9128F-19-R-0004.pdf | ||
| CAD-BIM-Files_Instructions.txt | TXT text file | |
| FCBQ.zip | ZIP file | |
| SPECS_W9128F-19-R-0004.pdf | ||
| SID_Color_Board_RTA_SOF_HPTF_FCN.pdf | ||
| SOF_HPTF_FFE_RTA_for_Binder.pdf |
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
SLAB
CANOPY
PUMP
MAIN GATE (GATE 1)
(GATE 4)
"B" STREET GATE
SECURITY CHECKPOINT
GATE 3 - CONTRACTOR'S
GATE 20
GATE 19
GATE 6
LAYDOWN AREA
AND CONTRACTOR
PROJECT SITE
ACCESS ROUTE
CONTRACTOR'S
ACCESS ROUTE
CONTRACTOR'S
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:16:47 AM 12/20/2018
...\FC\FCBQ\40000 Design Products\CAD_BIM\_Sheets\LOCATION PLAN
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
F
IL
E N
A M
E
A N
S I
D A
N S I
D
O M
A H
A
N E
F
IL
E N
A M
E
G-006
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
G-006
F C
B Q
G -0
.d g n
F C
B Q
G -0
.d g n
O M
A H
A D
IS
T R
IC
T O
M A
H A D
IS
T R
IC
T
F O
R T C
A R
S O
N
C O
L O
R A
D O
F O
R T C
A R
S O
N
C O
L O
R A
D O
/2
/2
/2
/2
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:16:47 AM 12/20/2018
...\FC\FCBQ\40000 Design Products\CAD_BIM\_Sheets\LOCATION PLAN
A N
S I
D
ACADEMY BLVD
IN
T E R S T A T E
C H
IL
E S A
V E
P R
U S S
M A N B
LV
D
B U
T T S R
O A
D
TITUS BLVD
S P E C
K E R A
V E
W E T Z E L A
V E
WILDERNESS ROAD
0 4000'2000'
SCALE: 1" = 2000'
N
G-006
A F
A N
C
IU
L L
O
A F
A N
C
IU
L L
O
W .C
D A
V E
N P
O
T
L
C A
T
IO
N P
L A
N F
IL
E N
U M
B E
R
W .C
D A
V E
N P
O R
T
F
IL
E N
A M
E
L O
C A
T
IO
N P
L A
N L
O C
A T
IO
N P
L A
N
2. SEE SPECIFICATION 01 30 00.24 FOR FURTHER DETAILS ON ACCESS REQUIREMENTS/GUIDELINES..
1. COMMERCIAL VEHICLES ARE REQUIRED TO ENTER AND EXIT THROUGH GATE 3.
NOTES:
S O
F H
U M
A N P
E R
F O
R M
A N
C E T
R A
IN
IN
G C
E N
T E
R S
O F H
U M
A N P
E R
F O
R M
A N
C E T
R A
IN
IN
G C
E N
T E
R
P N
F
Y
P N
F
Y
W F -1
-R -0
W F -1
-R -0
W F -1
-R -0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
E L E
V A
T
IO
N F
E E
T N
A V
D
E L E
V A
T
IO
N F
E E
T N
A V
D
M LL PIN
16.523
50 13.7
13.7
74 12.1
13.3
11.7
60+
60+
C.I. 8/15
CL
CH 2851
29CH50
M LL PIN
CH
13.523
51 13.0
13.2
78 13.6
14.5
C.I. 8/14
SC
CH
CH
16.2
13.860+
13.560+
SC
CH
CH
ELEV. 5870.9 FEET
AUG 15, 2018
FC18-73
ELEV. 5863.4 FEET
AUG 14, 2018
FC18-74
Groundwater table not encountered.
Split-spoon refusal encountered at 19.2 feet.
Groundwater table not encountered.
Split-spoon refusal encountered at 29.4 feet.
medium sand, 10% coarse sand,1% fine gravel, 8% coarse gravel, damp
SANDY FAT CLAY, olive brown, very stiff, 50% fines, 11% fine sand, 20%
18% medium sand, 10% coarse sand, damp
SANDY FAT CLAY, dark yellowish brown, hard, 60% fines, 12% fine sand, 17% medium sand, 7% coarse sand, damp
FAT CLAY WITH SAND, very dark gray, hard, 70% fines, 6% fine sand, 25% medium sand, 17% coarse sand, 1% fine gravel, damp
CLAYEY SAND, very dark gray, very dense, 47% fines, 10% fine sand, GP
POORLY GRADED GRAVEL (FILL)
sand, some coarse sand, some coarse gravel, trace fine gravel, damp
SANDY FAT CLAY, greenish gray, very stiff, fines, medium sand, some fine sand, trace fine gravel, damp, pH=7.9, resistivity=700 ohm-cm, SO =695mg/kg
SANDY LEAN CLAY, olive gray, hard, fines, coarse sand, medium sand, some fine sand, some coarse sand, damp
SANDY FAT CLAY, light gray, hard, fines, medium sand, some fine sand, some coarse sand, damp, cobble/boulder at 8.7 to 9.2 feet
SANDY FAT CLAY, light gray, hard, fines, medium sand, some fine some coarse sand, some fine sand, damp
FAT CLAY WITH SAND, olive gray, hard, fines, medium sand, coarse sand, some fine sand, trace fine gravel, damp
CLAYEY SAND, light gray, very dense, fines, medium sand, BORING LEGEND
FC18-73 DRILL HOLE NUMBER
AUG 15, 2018 DATE BORING COMPLETED
M
LL
PI
N
NATURAL MOISTURE CONTENT (%)
LIQUID LIMIT
PLASTICITY INDEX
STANDARD PENETRATION BLOW COUNT.
OUTSIDE DIAMETER SAMPLER 1 FOOT.
NUMBER OF BLOWS FOR A 140-POUND WEIGHT
DROPPING 30 INCHES TO DRIVE A 2-INCH
BORING NOTES
BORING LOGS FOR LABORATORY DETERMINATION OF MOISTURE CONTENTS FOR THE SOIL.
BY THE INSPECTOR IN THE FIELD AT THE TIME OF DRILLING. SEE "M" ON THE CONDENSED
LABORATORY DATA. THE TERMS "DRY, MOIST, WET, ETC." ARE FIELD DESCRIPTIONS MADE
1. THE DESCRIPTIONS AT THE RIGHT OF THE LOGS ARE THE RESULTS OF FIELD AND
ELEV.
C.I. 8/15 CAVE IN DEPTH AND DATE MEASURED
SULFATE ION CONTENT IN SOIL (mg/kg)
SURVEYED TOP OF BORING ELEVATION (NAVD88 DATUM)
SO
LOCATIONS AND ARE CONSIDERED REPRESENTATIVE OF THE SOILS AT THAT LOCATION.
2. THE LOGS FURNISHED REPRESENT THE TYPES OF SOIL ENCOUNTERED AT THEIR RESPECTIVE
SHOULD IDENTIFY GROUNDWATER CONDITIONS PRIOR TO THE TIME OF CONSTRUCTION
OR FROM YEAR TO YEAR DEPENDING LARGELY ON CLIMACTIC CONDITIONS. THE CONTRACTOR
GROUNDWATER TABLE CAN FLUCTUATE APPRECIABLY AT DIFFERENT SEASONS OF THE YEAR
3. GROUNDWATER WAS NOT ENCOUNTERED IN ANY OF THESE BORINGS. HOWEVER, THE
TWO CONSECUTIVE INTERVALS, THE SPT IS DISCONTINUED.
INTERVAL OF THE STANDARD PENETRATION TEST (SPT). ONCE REFUSAL IS ENCOUNTERED IN
4. REFUSAL (N=60+) IS DEFINED AS A CUMULATIVE BLOW COUNT EXCEEDING 60 IN ANY SIX-INCH
CAN BE ANTICIPATED AT ANY DEPTH AT THE SITE.
EXCEEDING 60 WERE ENCOUNTERED. COBBLES AND BOULDERS WERE ENCOUNTERED AND
5. NOTE THAT BORING LOGS INDICATE THAT HARD AND VERY DENSE SOILS AND SPT VALUES
6. FOR SOIL BORING LOCATIONS, SEE SHEETS VF100 AND VF101.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:10:02 AM 12/20/2018
...\FC\FCBQ\40000 Design Products\CAD_BIM\_Sheets\Soil Boring Logs FC18-73 to FC18-74
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
F
R T C
A R
S O
N
C O
L O
R A
A H
A
N E
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
F C
B Q
B -3
.d g n
F C
B Q
B -3
.d g n
B-301
A N
S I
D
C F
R
IT
Z S
C H
J P
O R
T E
R
J P
O R
T E
R
S O
IL
B
O R
IN
G L
O G
S
F C
-7
T
O F
C -7
B F
L E
R E
/2
/2
W F -1
-R -0
P N
F
Y
S O
F H
U M
A N P
E R
F O
R M
A N
C E T
R A
IN
IN
G C
E N
T
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
M LL PIN
CH
14.815
27 8.6
14.3
67 12.9
16.0
CL
CH
12.8
71 CH
C.I. 8/15 11.960+
60+
CH
49 28
54 34
M LL PIN
CH
22.312
15 18.5
17.0
71 17.8
13.8
SC
CH
SC
C.I. 8/14
14.4
60+
60+
CH
E L E
V A
T
IO
N F
E E
T N
A V
D
E L E
V A
T
IO
N F
E E
T N
A V
D
ELEV. 5882.2 FEET
AUG 15, 2018
FC18-75
ELEV. 5876.5 FEET
AUG 14, 2018
FC18-76
Groundwater table not encountered.
Split-spoon refusal encountered at 24.4 feet.
Groundwater table not encountered.
Split-spoon refusal encountered at 19.8 feet.
sand, 15% medium sand, 17% coarse sand, 3% fine gravel, damp
SANDY LEAN CLAY, dark gray, very stiff, 57% fines, 8% fine
5% coarse sand, 11% fine gravel, damp hard, 60% fines, 13% fine sand, 11% medium sand, SANDY FAT CLAY (WEATHERED SHALE), olive gray, 21% medium sand, 6% coarse sand, 9% fine gravel, damp
SANDY FAT CLAY, dark grayish brown, stiff, 52% fines, 12% fine sand, fine sand, 18% medium sand, 10% coarse sand, damp
SANDY FAT CLAY, dark to light gray, hard, 55% fines, 17%
POORLY GRADED GRAVEL (FILL)
GP
fine sand, some coarse sand, some coarse gravel, trace fine gravel, damp
SANDY FAT CLAY, greenish gray, stiff to very stiff, fines, medium sand, some sand, some coarse sand, damp
SANDY FAT CLAY, olive gray, hard, fines, medium sand, some fine some coarse sand, some fine sand, damp
FAT CLAY WITH SAND, olive gray, hard, fines, medium sand, 4gravel, some coarse sand, damp, pH=7.8, resistivity=1510 ohm-cm, SO =161mg/kg
SANDY FAT CLAY, olive gray, stiff, fines, medium sand, some fine sand, some fine coarse sand, some fine sand, trace fine gravel, damp
CLAYEY SAND, olive gray, dense, fines, medium sand, coarse sand, some fine sand, trace fine gravel, damp
CLAYEY SAND, olive gray, very dense, fines, medium sand, E L E
V A
T
IO
N F
E E
T N
A V
D
E L E
V A
T
IO
N F
E E
T N
A V
D
M LL PIN
CH
19.013
65 14.1
15.0
75 12.2
11.6
CL
CH
10.660+
CH
C.I. 8/15
SC
CL
60+
ELEV. 5875.9 FEET
AUG 15, 2018
FC18-77
Groundwater table not encountered.
Split-spoon refusal encountered at 19.4 feet.
GC
CLAYEY GRAVEL WITH SAND (FILL)
medium sand, some fine sand, trace fine gravel, damp
SANDY LEAN CLAY, greenish gray, hard, fines, coarse sand, medium sand, some fine sand, trace fine gravel, damp
SANDY LEAN CLAY, dark gray, hard, fines, coarse sand, some coarse sand, some fine sand, damp
FAT CLAY WITH SAND, greenish gray, hard, fines, medium sand, some fine sand, some fine gravel, some coarse sand, damp
SANDY FAT CLAY, low plasticity, olive gray, stiff, fines, medium sand, fine sand, some coarse sand, damp
SANDY FAT CLAY, dark gray, hard, fines, medium sand, coarse sand, some fine sand, trace fine gravel, damp
CLAYEY SAND, dark gray, very dense, fines, medium sand, NOTES
2. FOR SOIL BORING LOCATIONS, SEE SHEETS VF100 AND VF101.
1. FOR SOIL BORING NOTES AND LEGEND, SEE SHEET B-301.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:10:32 AM 12/20/2018
...\FC\FCBQ\40000 Design Products\CAD_BIM\_Sheets\Soil Boring Logs FC18-75 to FC18-77
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R T C
A R
S O
N
C O
L O
R A
A H
A
N E
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
F C
B Q
B -3
.d g n
F C
B Q
B -3
.d g n
B-302
A N
S I
D
C F
R
IT
Z S
C H
J P
O R
T E
R
J P
O R
T E
R
S O
IL
B
O R
IN
G L
O G
S
F C
-7
T
O F
C -7
B F
L E
R E
/2
/2
W F -1
-R -0
P N
F
Y
S O
F H
U M
A N P
E R
F O
R M
A N
C E T
R A
IN
IN
G C
E N
T
5880 5880
THE DIRTY NAME
OBSTACLE #1
LOW CRAWL
OBSTACLE #2
ISLAND HOPPER
OBSTACLE #3
PIT JUMPER
OBSTACLE #4
PIPE CROSSING
OBSTACLE #5
EASY BALANCER
OBSTACLE #6
6 VAULTS
OBSTACLE #7
THE TUNNEL
OBSTACLE #8
ONE ROPE BRIDGE
OBSTACLE #9
BALANCING LOGS
OBSTACLE #10
HORIZONTAL LADDER
OBSTACLE #11
WALL CLIMB
OBSTACLE #12
SWING, STOP & JUMP
OBSTACLE #13
CARGO NET CLIMB
ROPE BRIDGE &
ROPE CLIMB,
OBSTACLE #14
WORKOUT AREA
THOR 3
FC18-73
BORE HOLE
FC18-74
BORE HOLE
FC18-77
BORE HOLE
FC18-75
BORE HOLE
FC18-76
BORE HOLE
WORKOUT AREA
INVERT=5851.77
DIAMETER=30"
MATERIAL=RCP
RIM ELEVATION=5857.97
INVERT=5858.58
DIAMETER=30"
MATERIAL=RCP
INVERT=5885.79
DIAMETER=12"
MATERIAL=PVC
INVERT=5884.92
DIAMETER=12"
MATERIAL=PVC
INVERT=5901.53
DIAMETER=12"
MATERIAL=PVC
INVERT=5900.07
DIAMETER=12"
MATERIAL=PVC
INVERT=5886.33
DIAMETER=8"
MATERIAL=PVC
RIM ELEVATION=5893.55
INVERT=5870.20
DIAMETER=8"
MATERIAL=PVC
RIM ELEVATION=5884.00
INVERT=5870.15
DIAMETER=8"
MATERIAL=PVC
RIM ELEVATION=5884.00
INVERT=5870.30
DIAMETER=8"
MATERIAL=PVC
RIM ELEVATION=5884.00
INVERT=5844.17
DIAMETER=8"
MATERIAL=PVC
RIM ELEVATION=5852.45
INVERT=5844.35
DIAMETER=8"
MATERIAL=PVC
RIM ELEVATION=5852.45
INVERT=5842.97
DIAMETER=8"
MATERIAL=PVC
RIM ELEVATION=5852.45
INVERT=5856.33
DIAMETER=8"
MATERIAL=PVC
RIM ELEVATION=5866.51
INVERT=5835.96
DIAMETER=8"
MATERIAL=PVC
RIM ELEVATION=5844.91
INVERT=5838.57
DIAMETER=8"
MATERIAL=PVC
RIM ELEVATION=5844.91
INVERT=5835.79
DIAMETER=8"
MATERIAL=PVC
RIM ELEVATION=5844.91
INVERT=5830.01
DIAMETER=8"
MATERIAL=PVC
RIM ELEVATION=5845.91
INVERT=5850.05
DIAMETER=15"
MATERIAL=RCP
RIM ELEVATION=5855.55
INVERT=5850.72
DIAMETER=15"
MATERIAL=RCP
RIM ELEVATION=5855.40
INVERT=5850.81
DIAMETER=15"
MATERIAL=RCP
RIM ELEVATION=5855.40 INVERT=5851.55
DIAMETER=15"
MATERIAL=RCP
RIM ELEVATION=5854.58
INVERT=5851.66
DIAMETER=6"
MATERIAL=HDPE
RIM ELEVATION=5854.58
INVERT=5851.73
DIAMETER=6"
MATERIAL=HDPE
RIM ELEVATION=5855.91
INVERT=5851.69
DIAMETER=6"
MATERIAL=HDPE
RIM ELEVATION=5855.91
INVERT=5853.46
DIAMETER=15"
MATERIAL=RCP
RIM ELEVATION=5858.11
INVERT=5855.40
DIAMETER=6"
MATERIAL=HDPE
INVERT=5853.26
DIAMETER=10"
MATERIAL=HDPE
RIM ELEVATION=5855.11
INVERT=5854.64
DIAMETER=10"
MATERIAL=HDPE
RIM ELEVATION=5858.24
INVERT=5850.56
DIAMETER=15"
MATERIAL=RCP
RIM ELEVATION=5855.37
INVERT=5850.57
DIAMETER=15"
MATERIAL=RCP
RIM ELEVATION=5855.37
INVERT=5845.88
DIAMETER=15"
MATERIAL=RCP
RIM ELEVATION=5820.28
INVERT=5866.66
DIAMETER=24"
MATERIAL=CMP
INVERT=5866.34
DIAMETER=24"
MATERIAL=CMP
INVERT=5866.26
DIAMETER=24"
MATERIAL=CMP
INVERT=5866.35
DIAMETER=24"
MATERIAL=CMP
INVERT=5863.85
DIAMETER=18"
MATERIAL=CMP
INVERT=5863.61
DIAMETER=18"
MATERIAL=CMP
INVERT=5860.85
DIAMETER=18"
MATERIAL=CMP
INVERT=5858.62
DIAMETER=18"
MATERIAL=CMP
THE DIRTY NAME
OBSTACLE #1
LOW CRAWL
OBSTACLE #2
ISLAND HOPPER
OBSTACLE #3
PIT JUMPER
OBSTACLE #4
PIPE CROSSING
OBSTACLE #5
EASY BALANCER
OBSTACLE #6
6 VAULTS
OBSTACLE #7
THE TUNNEL
OBSTACLE #8
ONE ROPE BRIDGE
OBSTACLE #9
BALANCING LOGS
OBSTACLE #10
HORIZONTAL LADDER
OBSTACLE #11
WALL CLIMB
OBSTACLE #12
SWING, STOP & JUMP
OBSTACLE #13
CARGO NET CLIMB
ROPE BRIDGE &
ROPE CLIMB,
OBSTACLE #14
WORKOUT AREA
THOR 3
FC18-73
BORE HOLE
FC18-74
BORE HOLE
FC18-77
BORE HOLE
FC18-75
BORE HOLE
FC18-76
BORE HOLE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
W O
R K
O U
T A
R
B U
IL
D
IN
G
A R
E A
W O
R K
O U
T
B U
IL
D
IN
G
BUILDING
B A
D T
O E
L Z R
O A
D
CO
CO
TS
S
CB
C
S
GG
CO
C
CB
CB
R
IM
E
L E
V A
T
IO
N
.5
M A
T E
R
IA
L R
C P
D
IA
M E
T E
R iN V
E R
T
.0
G
W
CB
G
CB
W
CB
W
CO
CB
CB
M
G
G
W W
G
E
S
TS
CO
W
T
COCO
T
CO
WT
CC
CPE
E
CP
S
W
CO
CP
CO
CP
W O
R K
O U
T A
R
IL
D
IN
G
A R
E A
W O
R K
O U
T
B U
IL
D
IN
G
BUILDING
B A
D T
O E
L Z R
O A
D
DISC IN CONCRETE5891.1503207357.184 1311677.109FOUNTAIN
DESCRIPTIONELEVATIONEASTINGNORTHINGNAME
CONTROL DATA
UTILITIES WERE LOCATED BY CONTRACTOR7)
ALL UTILITIES WERE LOCATED BY SURFACE INDICATION ONLY.6)
COMBINED GRID FACTOR IS: 0.999680162.5)
CONTOUR INTERVAL IS 1 US SURVEY FOOT.4)
FIELD SURVEY DATE:JUNE 2018.
TOPOGRAPHY IS DERIVED FROM GPS/RTK SURVEY METHODS.3)
VERTICAL DATUM OF 1988 (NAVD 88). THEY ARE BASED ON CONTROL POINT FOUNTAIN.
ELEVATIONS ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NORTH AMERICAN2)
COLORADO CENTRAL(FIPS 0502). THEY ARE BASED ON CONTROL POINT FOUNTAIN
AMERICAN DATUM of 1983 (NAD 83) STATE PLANE COORDINATE SYSTEM FOR:
GRID COORDINATES ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NORTH1)
SURVEY NOTES
SOIL BORING5875.853 3202629.9111323293.779FC18-77
SOIL BORING5876.491 3202706.8771323394.544FC18-76
SOIL BORING5882.185 3202545.1831323362.172FC18-75
SOIL BORING5863.407 3202788.950 1323234.965FC18-74
SOIL BORING5870.935 3202534.9821323207.119FC18-73
DESCRIPTIONELEVATION EASTINGNORTHINGNAME
BORE HOLES
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:17:25 AM 12/20/2018
...\FC\FCBQ\40000 Design Products\CAD_BIM\_Sheets\Overall Existing Conditions Plan
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R T C
A R
S O
N
C O
L O
R A
A H
A
N E
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
F C
B Q
V F .d g n
F C
B Q
V F .d g n
.C
D A
V E
N P
O R
T
O V
E R
A L L E
X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N
VF100
A F
A N
C
IU
L L
O
A F
A N
C
IU
L L
O
W .C
D A
V E
N P
O R
T
W .C
D A
V E
N P
O R
T
O V
E R
A L L E
X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N
VF100
A F
A N
C
IU
L L
O
W .C
D A
V E
N P
O R
T
A F
A N
C
IU
L L
O
A N
S I
D
/2
/2
N
NOT TO SCALE
P N
F
Y
S O
F H
U M
A N P
E R
F O
R M
A N
C E T
R A
IN
IN
G C
E N
T E
R
W F -1
-R -0
R K
O U
T A
R
IL
D
IN
G
B U
IL
D
IN
G
FC18-73
BORE HOLE
FC18-74
BORE HOLEFC18-77
BORE HOLE
FC18-75
BORE HOLE
FC18-76
BORE HOLE
THE DIRTY NAME
OBSTACLE #1
WORKOUT AREA
6 VAULTS
OBSTACLE #7
THE TUNNEL
OBSTACLE #8
ONE ROPE BRIDGE
OBSTACLE #9
EASY BALANCER
OBSTACLE #6
PIPE CROSSING
OBSTACLE #5
CARGO NET CLIMB
ROPE BRIDGE &
ROPE CLIMB,
OBSTACLE #14
SWING, STOP & JUMP
OBSTACLE #13
BALANCING LOGS
OBSTACLE #10
HORIZONTAL LADDER
OBSTACLE #11
WALL CLIMB
OBSTACLE #12
THOR 3
PIT JUMPER
OBSTACLE #4
LOW CRAWL
OBSTACLE #2
ISLAND HOPPER
OBSTACLE #3
IL
D
IN
G
B U
IL
D
IN
G
WORKOUT AREA
W
INVERT=5858.58
DIAMETER=30"
MATERIAL=RCP
INVERT=5870.20
DIAMETER=8"
MATERIAL=PVC
RIM ELEVATION=5884.00
INVERT=5870.15
DIAMETER=8"
MATERIAL=PVC
RIM ELEVATION=5884.00
INVERT=5870.30
DIAMETER=8"
MATERIAL=PVC
RIM ELEVATION=5884.00
INVERT=5851.73
DIAMETER=6"
MATERIAL=HDPE
RIM ELEVATION=5855.91
INVERT=5851.69
DIAMETER=6"
MATERIAL=HDPE
RIM ELEVATION=5855.91
INVERT=5853.46
DIAMETER=15"
MATERIAL=RCP
RIM ELEVATION=5858.11
INVERT=5855.40
DIAMETER=6"
MATERIAL=HDPE
INVERT=5853.26
DIAMETER=10"
MATERIAL=HDPE
RIM ELEVATION=5855.11
INVERT=5850.57
DIAMETER=15"
MATERIAL=RCP
RIM ELEVATION=5855.37
INVERT=5860.85
DIAMETER=18"
MATERIAL=CMP
INVERT=5858.62
DIAMETER=18"
MATERIAL=CMP
INVERT=5863.85
DIAMETER=18"
MATERIAL=CMP
INVERT=5854.64
DIAMETER=10"
MATERIAL=HDPE
RIM ELEVATION=5858.24
INVERT=5863.61
DIAMETER=18"
MATERIAL=CMP
W
W
W
5880 5880
W
WOOD
CB
CBCB
CB
CBCB
CB
G
G
SS
T
SS
CO
CP
CO
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
101102
SCALE: 1" = 40'
N
40' 80'0
N
KEYPLAN SCALE: 1" = 500'
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:17:54 AM 12/20/2018
...\FC\FCBQ\40000 Design Products\CAD_BIM\_Sheets\Existing Conditons Plan - Area 101
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R T C
A R
S O
N
C O
L O
R A
A H
A
N E
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
F C
B Q
V F .d g n
F C
B Q
V F .d g n
W .C
D A
V E
N P
O R
T A
R E
A
E X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N
VF101
A F
A N
C
IU
L L
O
A F
A N
C
IU
L L
O
W .C
D A
V E
N P
O R
T
W .C
D A
V E
N P
O R
T A
R E
A
E X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N
VF101
A F
A N
C
IU
L L
O
W .C
D A
V E
N P
O R
T
A F
A N
C
IU
L L
O
A N
S I
D
/2
/2
P N
F
Y
S O
F H
U M
A N P
E R
F O
R M
A N
C E T
R A
IN
IN
G C
E N
T E
R
W F -1
-R -0
V0398
V0383
V0568
V0267
V0266
V0566
V0397
V0567
V0707
V0708
V0709
V0638
BUILDING
B A
D T
O E
L Z R
O A
D
W
INVERT=5851.77
DIAMETER=30"
MATERIAL=RCP
RIM ELEVATION=5857.97
INVERT=5850.56
DIAMETER=15"
MATERIAL=RCP
RIM ELEVATION=5855.37
INVERT=5850.57
DIAMETER=15"
MATERIAL=RCP
RIM ELEVATION=5855.37
INVERT=5845.88
DIAMETER=15"
MATERIAL=RCP
RIM ELEVATION=5820.28
INVERT=5866.66
DIAMETER=24"
MATERIAL=CMP
INVERT=5866.34
DIAMETER=24"
MATERIAL=CMP
INVERT=5866.26
DIAMETER=24"
MATERIAL=CMP
INVERT=5866.35
DIAMETER=24"
MATERIAL=CMP
NO PRKNG FIRE LANE
MRS3113
544 5882.461
CC
CPE
E
CP
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
101102
SCALE: 1" = 40'
N
40' 80'0
N
KEYPLAN SCALE: 1" = 500'
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:18:21 AM 12/20/2018
...\FC\FCBQ\40000 Design Products\CAD_BIM\_Sheets\Existing Conditions Plan - Area 102
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R T C
A R
S O
N
C O
L O
R A
A H
A
N E
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
F C
B Q
V F .d g n
F C
B Q
V F .d g n
W .C
D A
V E
N P
O R
T A
R E
A
E X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N
VF102
A F
A N
C
IU
L L
O
A F
A N
C
IU
L L
O
W .C
D A
V E
N P
O R
T
W .C
D A
V E
N P
O R
T A
R E
A
E X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N
VF102
A F
A N
C
IU
L L
O
W .C
D A
V E
N P
O R
T
A F
A N
C
IU
L L
O
A N
S I
D
/2
/2
P N
F
Y
S O
F H
U M
A N P
E R
F O
R M
A N
C E T
R A
IN
IN
G C
E N
T E
R
W F -1
-R -0
R K
O U
T A
R
IL
D
IN
G
B U
IL
D
IN
G
FC18-73
BORE HOLE
FC18-74
BORE HOLEFC18-77
BORE HOLE
FC18-75
BORE HOLE
FC18-76
BORE HOLE
THE DIRTY NAME
OBSTACLE #1
WORKOUT AREA
6 VAULTS
OBSTACLE #7
THE TUNNEL
OBSTACLE #8
ONE ROPE BRIDGE
OBSTACLE #9
EASY BALANCER
OBSTACLE #6
PIPE CROSSING
OBSTACLE #5
CARGO NET CLIMB
ROPE BRIDGE &
ROPE CLIMB,
OBSTACLE #14
SWING, STOP & JUMP
OBSTACLE #13
BALANCING LOGS
OBSTACLE #10
HORIZONTAL LADDER
OBSTACLE #11
WALL CLIMB
OBSTACLE #12
THOR 3
PIT JUMPER
OBSTACLE #4
LOW CRAWL
OBSTACLE #2
ISLAND HOPPER
OBSTACLE #3
WORKOUT AREA
W
INVERT=5858.58
DIAMETER=30"
MATERIAL=RCP
INVERT=5870.20
DIAMETER=8"
MATERIAL=PVC
RIM ELEVATION=5884.00
INVERT=5870.15
DIAMETER=8"
MATERIAL=PVC
RIM ELEVATION=5884.00
INVERT=5870.30
DIAMETER=8"
MATERIAL=PVC
RIM ELEVATION=5884.00
INVERT=5851.73
DIAMETER=6"
MATERIAL=HDPE
RIM ELEVATION=5855.91
INVERT=5851.69
DIAMETER=6"
MATERIAL=HDPE
RIM ELEVATION=5855.91
INVERT=5853.46
DIAMETER=15"
MATERIAL=RCP
RIM ELEVATION=5858.11
INVERT=5855.40
DIAMETER=6"
MATERIAL=HDPE
INVERT=5853.26
DIAMETER=10"
MATERIAL=HDPE
RIM ELEVATION=5855.11
INVERT=5850.57
DIAMETER=15"
MATERIAL=RCP
RIM ELEVATION=5855.37
INVERT=5860.85
DIAMETER=18"
MATERIAL=CMP
INVERT=5858.62
DIAMETER=18"
MATERIAL=CMP
INVERT=5863.85
DIAMETER=18"
MATERIAL=CMP
INVERT=5854.64
DIAMETER=10"
MATERIAL=HDPE
RIM ELEVATION=5858.24
INVERT=5863.61
DIAMETER=18"
MATERIAL=CMP
W W
W
W
WOOD
CB
CBCB
CB
CBCB
CB
G
G
S
T
S
CO
CP
CO
DISTANCES AND GRADES.
MAINTAIN EXISTING OBSTACLE
COURSE TO AVOID NEW SITE PLAN.
RELOCATE EXISTING OBSTACLE
OF OBSTACLES (TYP.).
TO MATCH NEW LOCATIONS
RELOCATE EXISTING SIGNS
DEMO. EXISTING SIDEWALK
DEMO. EXISTING SIDEWALK
CHECK DAMS (TYP.)
DEMO. EXISTING ROCK
CULVERT AND FES
DEMO. EXISTING
CONCRETE CHANNEL
DEMO. EXISTING
WALKWAY
AGGREGATE
DEMO. EXISTING
WHERE APPLICABLE (TYP.)
AGGREGATE AND REUSE
EROSION CONROL
REMOVE EXISTING
WHERE APPLICABLE (TYP.)
AGGREGATE AND REUSE
EROSION CONROL
REMOVE EXISTING
AREA, COORDINATE WITH BASE
RELOCATE EXISTING WORKOUT
F.O. DIRECT BURY)
ABANDON IN PLACE (24 STND.
F.O. DIRECT BURY)
ABANDON IN PLACE (24 STND.
WATER LINE
DEMO. EXISTING
MANAGE STORM RUNOFF.
INLET TO ADEQUATELY
AND INSTALL MANHOLE/AREA
DEMO. EXISTING CATCH BASIN
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
101102
SCALE: 1" = 40'
N
40' 80'0
N
KEYPLAN SCALE: 1" = 500'
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:11:08 AM 12/20/2018
...\FC\FCBQ\40000 Design Products\CAD_BIM\_Sheets\DEMOLITION PLAN - AREA 101
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R T C
A R
S O
N
C O
L O
R A
A H
A
N E
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
F C
B Q
C D
.d g n
F C
B Q
C D
.d g n
W .C
D A
V E
N P
O R
T A
R E
A
CD101
A F
A N
C
IU
L L
O
A F
A N
C
IU
L L
O
W .C
D A
V E
N P
O R
T
W .C
D A
V E
N P
O R
T A
R E
A
CD101
A F
A N
C
IU
L L
O
W .C
D A
V E
N P
O R
T
A F
A N
C
IU
L L
O
A N
S I
D
/2
/2
D E
M O
L
IT
IO
N P
L A
N D
E M
O L
IT
IO
N P
L A
N
BY THE NEW SITE PLAN.
2. DESIGN SHALL MITIGATE EXISTING STORMWATER RUNOFF THAT WILL BE DISTURBED
FOR EROSION CONTROL.
1. EROSION CONTROL AGGREGATE SHALL BE SALVAGED AND REUSED IN THE DESIGN
NOTES:
P N
F
Y
S O
F H
U M
A N P
E R
F O
R M
A N
C E T
R A
IN
IN
G C
E N
T E
R
W F -1
-R -0
IL
D
IN
G
B U
IL
D
IN
G
8'
10'
.1
12'
STOOP (TYP.)
STOOP (TYP.)
STOOP (TYP.)
STOOP (TYP.)
TIE INTO EXISTING WALKWAY
5'
5' 8'
10'
SIDEWALK
CONCRETE
VEHICLE ACCESS
WALKWAY / EMERGENCY
CONCRETE PEDESTRIAN
VEHICLE ACCESS
WALKWAY / EMERGENCY
CONCRETE PEDESTRIAN
STANDOFF
60-FT AT/FP
STANDOFF
60-FT AT/FP
EQUIPMENT PAD
ELECTRICAL AND MECHANICAL
PROPOSED LOCATION OF
OF LID FEATURE
PROPOSED LOCATION
30'
42'
6' 6'
'1
SIDEWALK
EXISTING
TIE INTO
CONCRETE SIDEWALK
SIDEWALK
CONCRETE
4,000 SF (SEE 01 81 00 FOR DETAILS)
BID OPTION - CONSTRUCT ADDITIONAL
8,000 SF (SEE 01 81 00 FOR DETAILS)
BID OPTION - CONSTRUCT ADDITIONAL
TURFED SPRINT AREA
BID OPTION - EXTERIOR
5 YARD STRIPING INTERVALS
(TYP.)
BICYCLE RACK
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
101102
SCALE: 1" = 40'
N
40' 80'0
N
KEYPLAN SCALE: 1" = 500'
R
5'R
R
N 1,323,221.15
E 3,202,723.00
N 1,323,206.66
E 3,202,796.47
N 1,323,235.51
E 3,202,812.47
N 1,323,270.96
E 3,202,721.85
SOF HUMAN PERFORMANCE TRAINING CENTER
R
R
.0
R
28.06'
R
N 1,323,415.89
E 3,202,790.01
N 1,323,403.45
E 3,202,786.35
N 1,323,204.19
E 3,202,559.65
N 1,323,364.23
E 3,202,543.04
N 1,323,381.18
E 3,202,706.39
RELOCATED OBSTACLE COURSE
PROPOSED FOOTPRINT FOR
N 1,323,521.63
E 3,202,568.98N 1,323,518.54
E 3,202,539.14
N 1,323,444.09
E 3,202,509.74
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:11:39 AM 12/20/2018
...\FC\FCBQ\40000 Design Products\CAD_BIM\_Sheets\Site Plan - Area 101
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R T C
A R
S O
N
C O
L O
R A
A H
A
N E
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
F C
B Q
C S .d g n
F C
B Q
C S .d g n
W .C
D A
V E
N P
O R
T A
R E
A
CS101
A F
A N
C
IU
L L
O
A F
A N
C
IU
L L
O
W .C
D A
V E
N P
O R
T
W .C
D A
V E
N P
O R
T A
R E
A
CS101
A F
A N
C
IU
L L
O
W .C
D A
V E
N P
O R
T
A F
A N
C
IU
L L
O
A N
S I
D
/2
/2
S
IT
E P
L A
N S
IT
E P
L A
N
NORTH AND MAINTAIN EXISTING GRADES AND DISTANCES.
3. EXISTING OBSTACLE COURSE TO THE NORTH OF THE PROJECT IS TO BE RELOCATED
CLEARANCES IN THE EVENT THAT THE BID OPTIONS ARE AWARDED.
2. EXISTING TRAILS AND PROPOSED SIDEWALKS SHALL BE READJUSTED TO CURRENT
REQUIRED BY NFPA 1.
/ EMERGENCY VEHICLE ACCES TO COMPLY WITH THE 20-FT UNOBSTRUCTED PATH
1. MAINTAIN A 4-FT CLEAR ZONE ON BOTH SIDES OF CONCRETE PEDESTRIAN WALKWAY
NOTES:
P N
F
Y
S O
F H
U M
A N P
E R
F O
R M
A N
C E T
R A
IN
IN
G C
E N
T E
R
W F -1
-R -0
SW0019
SW0329
V0638
120_240V 1-150-3
TR00980
480Y_277V 1-500-3
TR00367
208Y_120V 1-112.5-1
TR00851
120_240V 1-300-3
TR00356
480Y_277V 1-500-3
TR00365
480Y_277V 1-500-3
TR00366
480Y_277V 1-225-3
TR00370
480Y_277V 1-225-3
TR00368
480Y_277V 1-500-3
TR00369
480Y_277V 1-225-3
TR00362
208Y_120V 1-150-3
TR01326
480Y_277V 1-225-3
TR01333
1" (P
E)
" (P
E
2" (CI
2" (C I)
2" (PE)
2" (C I)
(P
E
" (C
I)
(P
E
4" (C I)
2" (
CI)
" (C
I)
4" (C I)
(C I)
2" (CI
" (C
I)
.5 " (P
E
.5 " (P
E
" (P
E
" (C
I)
(C I)
4" C I)
(C I)
4" (PE)
(C I)
00315
00316
00310
00314
02029
02106
02079
02073
02019
02043
01418
01428
01430
GR308A
00092
01450
01487
01444
01396
01488
01472
01457
01452
01491
01445
01489
01378
01377
01496
01479
01459
01494
01415
01418
01421
01880
01879
01878
01877
01469
01417
01495
01442
01458
01493
01416
01426
02470
02447
02417
02421
02401
02400
02528
02515
02492
02493
02452
02443
02482
02480
02530
02534
02442
02439
02521
02495
02513
02505
02539
02394
02441
02423
02414
02525
02462
02467
02448
02427
02464
03021
03171
02469
02451
02399
02471
02460
02404
03020
02487
02536
03170
U-2 0 02 D
U-20 03 D
" (R
C
12" (RC)
12" (R
C)
" (R
C
(P
V C
(P
V C
" (P
O L
Y E
T H
Y L E
N E
12"
(PVC)
1" (POLYETHYLENE)
(P
O L
Y E
T H
Y L E
N E
1" (P
O
LYETHYLE
NE)
" (R
C
24" (R C)
" (R
C
(R
C
(R
C
" (R
C
12" (P V C
" (R
C
RC)
00301
00300
00304
00311
00319
00299
00298
00297
00303
00320
00296
6" P V C
" (P
V C
8" P V C
6" (P V C
3" P V C
6" (PVC)
4" (PVC)
" (P
V C
8" P V C
8" P V C
8" P V C
8" (P V C
8" (P V C
6" P V C
6" P V C
(P
V C
12" (PVC)
(P
V C
8" (PVC)
8" (PVC)
" (P
V C
12" (PVC)
8" (PVC)
(P
V C
(P
V C
6" P V C
8" (PVC)
8" (PVC)
" (P
V C
" (P
V C
8" (P
VC)
" (P
V C
12" (PVC)
8" (PVC)
" (P
V C
" (P
V C
" (P
V C
" (P
V C
" (P
V C
(P
V C
8" P V C
(P
V C
(P
V C
" (P
V C
8" (P V C
8" (P V C
8" (P V C
(P
V C
(P
V C
6" (P V C
" (P
V C
6" P V C
" (P
V C
8" (PVC)
6" P V C
" (P
V C
8" (P V C
6" (PVC)
8" (P
V C
8" P V C
(P
V C
01163
01143
01157
01142
01161
01159
01147
0017800179
05295
05294
05331
05341
05367
05351
05373
05356
05407
05352
05241
05424
05340
05354
05381
05375
05418
05415 05419
05224
05320
05361
05411
05388
05364
00016
8" (R
C
" (R
C
8" (
PVC)
8" (PVC)
8" R C
" (R
C
" (R
C
" (R
C
" (P
V C
" (P
V C
" (P
V C
8" R C
8" (R C
8" (R C)
8" (R C)
8" (R C)
8" (P
V C
8" (P
VC)
" (P
V C
" (S
02117
02162
02175
02179
02191
02203
02143
02114
02098
02195
02193
02182
02163
02157
02151
02144
02185
02160
02165
02199
02128
02154
01492
01483
01489
01493
01533
01549
0153401535
01496
05247
MH0749
V0068
V0398
V0383
V0568
V0267
V0266
V0566
V0397
V0567
V0707
V0708
V0709
V0638
COMM
COMM
COMM
COMM
E
E
E
E
E
E
E
E
E
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G R
GR
G R
G R
GR
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S S
S S
S S
S
S
S
S
S
S
S
S
S
SCO
SCO
SCO
SCO
SCO
SCO
SCO
SCO
SCO
SCO
SCO
W
W
W
W
W
W
W
W
W
W
W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
WW
W
W
W
W
W
GC
ww ww ww ww ww ww ww ww ww ww ww ww ww ww ww ww ww ww ww ww ww ww
SCO
SCO
SCO
SCO
SCO
SCO
SCO
SCOSCO
COMM
CMH
GEN
RESIDUAL PRESSURE = 72 PSI
STATIC PRESSURE = 86 PSI
TEST HYDRANT
FLOW = 1,260 GPM
FLOW HYDRANT NORTH
FLOW = 1,090 GPM
FLOW HYDRANT SOUTH
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
B R
IS
E N
O W
A Y
E. SUTHERLAND CIR.
DEVENS S
T.
JE
D B U R
G H D
R
CMH
CMH
CMH
CMH
CMH
B R
IS
E N
O W
A Y
E . S
U T
H E
R L A
N D C
IR
D E V E N S S
T.
JE
D B U R
G H D
R
Unknown" ()
Unkn ow n" (
W
MT. LA DIFENSA DR.
PRO
VI
DE
CO
M
FO
RT
DR.
PROVIDE COMFORT DR.
" (R
C
BOEBLINGEN RD.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:12:37 AM 12/20/2018
...\FC\FCBQ\40000 Design Products\CAD_BIM\_Sheets\FIRE HYDRANT FLOW TEST PLAN
A H
A
N E
F
IL
E N
A M
A H
A
N E
F
IL
E N
A M
R T C
A R
S O
N
C O
L O
R A
D O
O M
A H
A D
IS
T R
IC
T
F O
R T C
A R
S O
N
C O
L O
R A
D O
O M
A H
A D
IS
T R
IC
IL
E N
U M
B E
R
C
A P
IT
O L A
V
IL
E N
U M
B E
R
C
A P
IT
O L A
V
B Q
C U
.d g n
F C
B Q
C U
.d g n1 /2
/2
/2
/2
CU100
R
K E
R Z
M A
N
R
K E
R Z
M A
N
CU100
R
K E
R Z
M A
N
R
K E
R Z
M A
N
F
IR
E H
Y D
R A
N T F
L O
W T
E S
T L
O C
A T
IO
N P
L A
N F
IR
E H
Y D
R A
N T F
L O
W T
E S
T L
O C
A T
IO
N P
L A
N
100' 200'0
SCALE: 1" = 100'
N
KEYPLAN SCALE: 1" = 500'
N
W F -1
-R -0
W F -1
-R -0
P N
F
Y
S O
F H
U M
A N P
E R
F O
R M
A N
C E T
R A
IN
IN
G C
E N
T E
R
P N
F
Y
S O
F H
U M
A N P
E R
F O
R M
A N
C E T
R A
IN
IN
G C
E N
T
IL
D
IN
G
B U
IL
D
IN
G
W
INVERT=5858.58
DIAMETER=30"
MATERIAL=RCP
INVERT=5870.20
DIAMETER=8"
MATERIAL=PVC
RIM ELEVATION=5884.00
INVERT=5870.15
DIAMETER=8"
MATERIAL=PVC
RIM ELEVATION=5884.00
INVERT=5870.30
DIAMETER=8"
MATERIAL=PVC
RIM ELEVATION=5884.00
INVERT=5851.73
DIAMETER=6"
MATERIAL=HDPE
RIM ELEVATION=5855.91
INVERT=5851.69
DIAMETER=6"
MATERIAL=HDPE
RIM ELEVATION=5855.91
INVERT=5853.46
DIAMETER=15"
MATERIAL=RCP
RIM ELEVATION=5858.11
INVERT=5855.40
DIAMETER=6"
MATERIAL=HDPE
INVERT=5853.26
DIAMETER=10"
MATERIAL=HDPE
RIM ELEVATION=5855.11
INVERT=5850.57
DIAMETER=15"
MATERIAL=RCP
RIM ELEVATION=5855.37
INVERT=5860.85
DIAMETER=18"
MATERIAL=CMP
INVERT=5858.62
DIAMETER=18"
MATERIAL=CMP
W W
W
W
CB
CBCB
CB
CBCB
G
G
S
T
S
CO
CP
CO
SANITARY SEWER LINE
BUILD MANHOLE OVER EXISTING
6" CLEANOUT
FIRE HYDRANT
FIRE HYDRANT
8" POST INDICATOR VALVE
AND GATE VALVE
WITH TAPPING TEE
WATER LINE LINE
CONNECT TO EXISTING
AND GATE VALVE
WITH TAPPING TEE
WATER LINE LINE
CONNECT TO EXISTING
CAP END OF TEE.
AND GATE VALVE.
WITH TAPPING TEE
WATER LINE LINE
CONNECT TO EXISTING
NEW COMM. MANHOLE
NEW COMM. MANHOLE
NEW COMM. MANHOLE
NEW COMM. MANHOLE
STND. F.O. & 100 PR. CU.
DUCT BANK WITH 24
EXISTING 24 STND. F.O. CABLES
SPLICE NEW 24 STND F.O. INTO
24 STND. F.O.
DUCT BANK WITH
EXISTING GAS LINE
CONNECT TO
SEE COMMUNICATIONS NOTE 2
SEE COMMUNICATIONS NOTE 1
SEE COMMUNICATIONS NOTE 4
SEE COMMUNICATIONS NOTE 3 S
O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
101102
SCALE: 1" = 40'
N
40' 80'0
N
KEYPLAN SCALE: 1" = 500'
P
IV
8"W
6" S
CO
FW
DW
C C
C
C
"W
"W
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:13:36 AM 12/20/2018
...\FC\FCBQ\40000 Design Products\CAD_BIM\_Sheets\FCBQCU101
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R T C
A R
S O
N
C O
L O
R A
A H
A
N E
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
CU101
F C
B Q
C U
.d g n
F C
B Q
C U
.d g n
CU101
W A
T E
R A
N D S
A N
IT
A R
Y S
E W
E R P
L A
N W
A T
E R A
N D S
A N
IT
A R
Y S
E W
E R P
L
/2
/2
W .C
D A
V E
N P
O R
T
A F
A N
C
IU
L L
O
A F
A N
C
IU
L L
O
W .C
D A
V E
N P
O R
T
A N
S I
D
W .C
D A
V E
N P
O R
T
W .C
D A
V E
N P
O R
T
OTHER APPURTENANCES NECESSARY TO CONSTRUCT THE FACTILITY.
REPLACEMENT AND EXACT LOCATIONS OF THE EXISTING UITLITIES AND
2. CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFICATION, REMOVAL,
RESPONSIBLE FOR FINAL ROUTING AND COORDINATION OF ALL UTILITIES.
1. ROUTING SHOWN ON PLANS IS CONCEPTUAL ONLY. CONTRACTOR IS
UTILITY NOTES:
A R
E A
A R
E A
COMMUNICATIONS ROOM AS INDICATED. PROVIDE 1-4" CONDUIT WITH 3-1 1/4" INNERDUCT HDPE.
100-PAIR COPPER CABLE CA12-3, PAIR 2201-2300. FROM NEW MAINTENANCE HOLE TO FACILITY
WITH ONE (1) 24-STRANDS FIBER OPTIC CABLES (LABEL ONE FO 12-05, STRAND 25-48) AND A NEW
4. CONTRACTOR SHALL PROVIDE A NEW 4-4" PVC DUCT BANK CONCRETE AND ENCASEMENT
OPTIC CABLE TO EXISTING 24-STRAND FIBER OPTIC CABLE AT NEW MAINTENANCE HOLE.
RE-ROUTE FIBER OPTIC CABLE TO NEW MAINTENANCE HOLE. SPLICE NEW 24-STRAND FIBER
3. CONTRACTOR SHALL LOCATE EXISTING DIRECT-BURIED 24-STRAND FIBER OPTIC CABLE.
INNERDUCT HDPE.
MAINTENANCE HOLE TO NEW MAINTENANCE HOLE. PROVIDE 1-4" CONDUIT WITH 3-1 1/4"
ENCASEMENT WITH 24-STRANDS FIBER OPTIC CABLE FO09T, STRAND 1-24 FROM NEW
2. CONTRACTOR SHALL PROVIDE A NEW 2-4" PVC DUCT BANK CONCRETE AND
INNERDUCT HDPE.
MAINTENANCE HOLE TO NEW MAINTENANCE HOLE. PROVIDE 2-4" CONDUIT WITH 3-1 1/4"
100-PAIR COPPER CABLE CA12-3, PAIR 2201-2300 FROM EXISTING MH0749 THRU NEW
ONE FO 12-05, STRAND 25-48 AND OTHER CABLE FO09T STRAND 1-24) AND A NEW
AND ENCASEMENT WITH TWO (2) 24-STRANDS FIBER OPTIC CABLES (LABEL
1. CONTRACTOR SHALL PROVIDE A NEW 6-4" PVC DUCT BANK CONCRETE
COMMUNICATIONS NOTES:
P N
F
Y
S O
F H
U M
A N P
E R
F O
R M
A N
C E T
R A
IN
IN
G C
E N
T E
R
W F -1
-R -0
BUILDING
A
D T
O E
L Z R
O A
D
W
INVERT=5851.77
DIAMETER=30"
MATERIAL=RCP
RIM ELEVATION=5857.97
INVERT=5850.56
DIAMETER=15"
MATERIAL=RCP
RIM ELEVATION=5855.37
INVERT=5850.57
DIAMETER=15"
MATERIAL=RCP
RIM ELEVATION=5855.37
INVERT=5845.88
DIAMETER=15"
MATERIAL=RCP
RIM ELEVATION=5820.28
INVERT=5866.66
DIAMETER=24"
MATERIAL=CMP
INVERT=5866.34
DIAMETER=24"
MATERIAL=CMP
INVERT=5866.26
DIAMETER=24"
MATERIAL=CMP
INVERT=5866.35
DIAMETER=24"
MATERIAL=CMP
NO PRKNG FIRE LANE
MRS3113
544 5882.461
CC
CPE
E
CP
MH 0749
EXISTING
SEE COMMUNICATIONS NOTE 1
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
101102
SCALE: 1" = 40'
N
40' 80'0
N
KEYPLAN SCALE: 1" = 500'
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:14:04 AM 12/20/2018
...\FC\FCBQ\40000 Design Products\CAD_BIM\_Sheets\FCBQCU102
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R T C
A R
S O
N
C O
L O
R A
A H
A
N E
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
F C
B Q
C U
.d g n
F C
B Q
C U
.d g n
OTHER APPURTENANCES NECESSARY TO CONSTRUCT THE FACTILITY.
REPLACEMENT AND EXACT LOCATIONS OF THE EXISTING UITLITIES AND
2. CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFICATION, REMOVAL,
RESPONSIBLE FOR FINAL ROUTING AND COORDINATION OF ALL UTILITIES.
1. ROUTING SHOWN ON PLANS IS CONCEPTUAL ONLY. CONTRACTOR IS
UTILITY NOTES:
A R
E A
A R
E A
CU102CU102
W A
T E
R A
N D S
A N
IT
A R
Y S
E W
E R P
L A
N W
A T
E R A
N D S
A N
IT
A R
Y S
E W
E R P
L A
N
/2
/2
W .C
D A
V E
N P
O R
T
A F
A N
C
IU
L L
O
A F
A N
C
IU
L L
O
W .C
D A
V E
N P
O R
T
A N
S I
D
W .C
D A
V E
N P
O R
T
W .C
D A
V E
N P
O R
T
PROVIDE 2-4" CONDUIT WITH 3-1 1/4" INNERDUCT HDPE.
EXISTING MH0749 THRU NEW MAINTENANCE HOLE TO NEW MAINTENANCE HOLE.
CABLE FO09T STRAND 1-24) AND A NEW 100-PAIR COPPER CABLE CA12-3, PAIR 2201-2300 FROM
WITH TWO (2) 24-STRANDS FIBER OPTIC CABLES (LABEL ONE FO 12-05, STRAND 25-48 AND OTHER
1. CONTRACTOR SHALL PROVIDE A NEW 6-4" PVC DUCT BANK CONCRETE AND ENCASEMENT
COMMUNICATIONS NOTES:
P N
F
Y
S O
F H
U M
A N P
E R
F O
R M
A N
C E T
R A
IN
IN
G C
E N
T E
R
W F -1
-R -0
NON-METALLIC PIPE
WELD
EXOTHERMIC
NON-METALLIC PIPE METALLIC PIPE
METALLIC PIPE
NEW NON-
METALLIC PIPE
EXISTING NON-
TRACER WIRE
NEW
SPLICE
TRACER WIRE
EXISTING
OF COPPER
CLAMP-TYPE FITTING
WELD OR APPROVED
MOLDED EXOTHERMIC
PIPE
NON-METTALIC
EXISTING
METALLIC PIPE
NEW NON-
STEEL GROUND ROD
LONG COPPER-CLAD
3/8" DIA. 5-FOOT
GRADE
FINISHED
SUBGRADE
PAVEMENT
TAPE
IDENTIFICATION
WARNING AND
UTILITY PIPE
NON-METALLIC
FIRE HYDRANT
VALVE
NON-METALLIC PIPE
STORM MANHOLE
SANITARY OR
PIPE
NON-METALLIC
PIPE
NON-METALLIC
AREA INLET
PIPE
NON-METALLIC
TRACER WIRE
TEST STATION
TEST STATION
WIRE
TRACER
WIRE
TRACER
TEST STATION
TRACER WIRE
WIRE
TRACER
TRACER WIRE TRACER WIRE
TEST STATIONTEST STATIONTEST STATION
TRACER WIRE
TEST STATION
TRACER WIRE
AREA INLET
CURB OR
TRACER WIRE
PIPE
NON-METALLIC
ROOF DRAIN PIPE
NON-METALLIC
STORM DRAIN PIPE
NON-METALLIC
TEST STATION
END OF LINE
CLEANOUT AT
STORM DRAIN
WIRE
TRACER
DRAIN LINE
WIRE ALONG ROOF
DOUBLE BACK TRACER
WIRE
TRACER
STATION
TEST
WIRE
TRACER
PIPE
GAS OR WATER
NON-METALLIC
STATION
TEST
WATER PIPE
GAS OR
METALLIC
WIRE
TRACER
WELD
EXOTHERMIC
PIPE
GAS OR WATER
NON-METALLIC
(EXCEPT GAS LINE)
TRACER WIRE
(GAS LINE)
TRACER WIRE
LOCKING LID
CAST IRON
BLOCK W/SHUNT
2 POINT TERMINAL
INSIDE
TWO FEET OF WIRE
COIL APPROXIMATELY
15-18 INCH LONG
2-1/2 TO 4-INCH I.D.,
PLASTIC BOX APPROX.
WIRE (TYP.)
TRACER
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:14:29 AM 12/20/2018
...\FC\FCBQ\40000 Design Products\CAD_BIM\_Sheets\TRACER WIRE DETAILS
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R T C
A R
S O
N
C O
L O
R A
A H
A
N E
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
F C
B Q
C U
.d g n
F C
B Q
C U
.d g n
W .C
D A
V E
N P
O R
T
IN
S T
A L L
A T
IO
N D
E T
A
IL
S
CU501
I.
K
N U
T S
O N
A F
A N
C
IU
L L
O
W .C
D A
V E
N P
O R
T
W .C
D A
V E
N P
O R
T
IN
S T
A L L
A T
IO
N D
E T
A
IL
S
CU501
I.
K
N U
T S
O N
W .C
D A
V E
N P
O R
T
A F
A N
C
IU
L L
O
A N
S I
D
/2
/2
U T
IL
IT
Y T
R A
C E
R W
IR
E
U T
IL
IT
Y T
R A
C E
R W
IR
E
W F -1
-R -0
NO SCALE
TRACER WIRE INSTALLATION DETAILS
INTERMEDIATE TEST STATION TEST STATION AT PIPE CONNECTION TEST STATION AT PIPE CONNECTION TEST STATION AT PIPE CONNECTION
TRACER WIRE INSTALLATION DETAIL
TEST STATION AT FIRE HYDRANT TRACER WIRE AT ROOF DRAIN TEST STATION AT TEE TEST STATION AT TEE
TEST STATION AT MANHOLE TEST STATION AT INLET TRACER WIRE AT INLET
"1
NOTE
ALONG NON-METALLIC UTILITY LINES.
INTERVALS NOT TO EXCEED 400 FEET
TEST STATIONS SHALL BE INSTALLED AT
NOTE
PIPE.
NON-METALLIC PIPE IS CONNECTED TO A METALLIC
TEST STATION SHALL BE INSTALLED WHERE NEW
NOTE
NON-METALLIC PIPE WITH TRACER WIRE.
NON-METALLIC PIPE IS CONNECTED TO AN EXISTING
TEST STATION SHALL BE INSTALLED WHERE NEW
NOTE
NON-METALLIC PIPE WITHOUT TRACER WIRE.
NON-METALLIC PIPE IS CONNECTED TO AN EXISTING
TEST STATION SHALL BE INSTALLED WHERE NEW
NOTES:
GENERAL NOTES:
TEST STATION LOCATIONS:
NOTE NOTE
EXCEPT AT THE END OF THELINE.
REQUIRED AT STORM DRAIN LINE CLEANOUTS,
ARE NOT REQUIRED. TEST STATIONS ARE NOT
BE CONTINOUS AROUND INLET AND TEST STATIONS
DRAIN CURB OR AREA INLET, TRACER WIRE SHALL
IF 2 NON-METALLIC PIPES ARE ENTERING A STORM
NOTE
PHONE 800-870-5088
HANDLEY INDUSTRIES
2 INCH CATHODIC TEST STATION
PHONE 610-367-5062
C.P. TEST SERVICES
C.P. MINI BOX OR GLENN 4 TEST STATION
FOLLOWING PRODUCTS OR AN APPROVED EQUAL:
STATION". TEST STATIONS SHALL BE ONE OF THE
2. TEST STATION LID SHALL BE MARKED "TEST" OR TEST
BLOCK W/O SHUNT.
1. TEST STATIONS WITH 3 WIRES SHALL HAVE 4 POINT
TEST STATION DETAIL
4"
MIN.
REQUIREMENTS.
4. SEE SECTION 31 00 00 "EARTHWORK" FOR ADDITIONAL
ABOVE THE UTILITY.
WIRE SHALL BE REPAIRED PRIOR TO COMPLETING BACKFILL
MATERIAL OVER THE WIRE. ANY DISCONTINUITIES IN THE
CONTINUITY AFTER PLACING THE FIRST LIFT OF BACKFILL
3. THE CONTRACTOR SHALL TEST THE TRACER WIRE FOR
MARKING TAPE COLOR FOR EACH TYPE OF UTILITY.
LOCATIONS). WIRE INSULATION COLOR SHALL MATCH
RHW, RHW-2, THHW, THW, XHHW-2 OR HMWPE (WET
FOR ALL OTHER UTILITY LINES. WIRE SHALL BE TYPE TW,
STRAND, SOLID COPPER 6 AWG FOR GAS LINES AND 12 AWG
2. TRACER WIRE SHALL BE INSULATED STRANDED OR SINGLE
OF WIRE.
TRACER WIRES WITH 1 LB ANODE FOR EVERY 400 FEET
OF NEW CULVERTS. PROTECT UNDERGROUND UTILITY
TRACER WIRE DOES NOT HAVE TO BE INSTALLED ON TOP
DUCT TAPE EVERY 3 FEET FOR ALL OTHER UTILITY LINES.
SHALL BE PLACED ON TOP OF PIPE AND SECURED WITH
INSTALLED 6 INCHES ABOVE GAS LINES. TRACER WIRE
NON-METALLIC UTILITY LINES. TRACER WIRE SHALL BE
1. TRACER WIRE SHALL BE INSTALLED ABOVE ALL NEW
400-FOOT MAXIMUM INTERVALS ALONG GAS LINE
ABRUPT CHANGES IN DIRECTION
CONNECTIONS TO EXISTING GAS LINES
5 FEET FROM BUILDING
LOCATIONS ALONG NON-METALLIC GAS LINES:
4. TEST STATIONS SHALL BE INSTALLED AT THE FOLLOWING
INLETS AND CLEANOUTS AT END OF LINE
AREA OR CURB INLETS WITH 3 OR MORE PIPES
FLARED END SECTION OR HEADWALL
MANHOLES
LOCATIONS ALONG NON-METALLIC STORM DRAIN LINES:
3. TEST STATIONS SHALL BE INSTALLED AT THE FOLLOWING
- FIRE HYDRANTS
- 400-FOOT MAXIMUM INTERVALS ALONG WATERLINE
- ABRUPT CHANGES IN DIRECTION
- CONNECTIONS TO EXISTING WATERLINES
- 5 FEET FROM BUILDING
LOCATIONS ALONG NON-METALLIC WATER LINES:
2. TEST STATIONS SHALL BE INSTALLED AT THE FOLLOWING
- AT EVERY 400 LINEAR FEET OF EACH FORCE MAIN
(AT DISCHARGE POINT)
- AT EACH SEWER FORCE MAIN LIFT STATION
- AT EACH SANITARY SEWER MANHOLE
- AT EACH BUILDING SEWER CLEANOUT
FORCE MAINS.
LOCATIONS ALONG NON-METALLIC SANITARY SEWERS OR
1. TEST STATIONS SHALL BE INSTALLED AT THE FOLLOWING
OR STORM DRAIN MANHOLES.
NON-METALLIC PIPE ENTERING SANITARY SEWER
A TEST STATION SHALL BE INSTALLED FOR EACH
NON-METALLIC PIPE ENTERING THE INLET.
A TEST STATION SHALL BE INSTALLED FOR EACH
P N
F
Y
S O
F H
U M
A N P
E R
F O
R M
A N
C E T
R A
IN
IN
G C
E N
T
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:15:52 AM 12/20/2018
...\FC\FCBQ\40000 Design Products\CAD_BIM\_Sheets\UTILITY CLEARANCE MATRIX
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R T C
A R
S O
N
C O
L O
R A
A H
A
N E
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
F C
B Q
C U
.d g n
F C
B Q
C U
.d g n
W .C
D A
V E
N P
O R
T
CU600
I.
K
N U
T S
O N
A F
A N
C
IU
L L
O
W .C
D A
V E
N P
O R
T
W .C
D A
V E
N P
O R
T
CU600
I.
K
N U
T S
O N
W .C
D A
V E
N P
O R
T
A F
A N
C
IU
L L
O
A N
S I
D
/2
/2
U T
IL
IT
Y C
L E
A R
A N
C E M
A T
R
IX
U T
IL
IT
Y C
L E
A R
A N
C E M
A T
R
IX
F O
R T C
A R
S O
N U
N D
E G
R O
U N
D F
O R
T C
A R
S O
N U
N D
E G
R O
U N
D
P N
F
Y
S O
F H
U M
A N P
E R
F O
R M
A N
C E T
R A
IN
IN
G C
E N
T E
R
W F -1
-R -0
REF.DW
E
F
A-200
A-200
A-200
A-200
104B
EXTERIOR
CANOPY
ABOVE
J
F
H
K
C
64' - 4" 57' - 4" 42' - 4" 4' - 0"
104A
102A
102B
102C
102D
116114
121F
121G
121A
121B
121C
121D
121E
LL
A
EE
J
J
J
J
CC
A
EE
II
GG
NN OO PP
G
G
L
BID OPTION - CONSTRUCT ADDITIONAL
4,000 SF MINIMUM TO OPEN ACTIVITY AREA.
M N O
P
106C 106B 106A
108A108B
118A
24' - 0"
BID OPTION - CONSTRUCT ADDITIONAL 4,000 SF
+/- 33' - 4"
BID OPTION - CONSTRUCT ADDITIONAL 8,000 SF
+/- 66' - 8"
BID OPTION - CONSTRUCT ADDITIONAL
8,000 SF MINIMUM TO OPEN ACTIVITY
AREA.
M
IN
B
B
B
B
C
I
D D
E
FF
MM MM
DD
DD
CC
FF
HH
JJ
KK
HH
HH
HH
HH HH HH
HH
HH
II
JJ
JJ
JJ
JJ
JJ
RR
SS
SS
TT
OPEN ACTIVITY AREA SHALL CLEARSPAN
EXCEPT FOR COLUMNS ALONG THIS LINE AS
NEEDED, NOT TO EXCEED TWO COLUMNS
WITHIN OPEN ACTIVITY AREA
IF ADDITIONAL SQUARE FOOTAGE IS
AWARDED, UP TO TWO TOTAL INTERIOR
COLUMN LINES ARE ALLOWED, FOR A
MAXIMUM OF FOUR INTERIOR COLUMNS, TWO
PER LINE.
DD
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I 'D
F
IL
E
N A
M E
IS
S
U E
D A
T E
C O
N T
R A
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
A-110
F
IR
S T
F L O
O R
P L A
N
F O
R T
C A
R S
O N
C
O L
O R
A D
O
O M
A H
A D
IS
T
R
IC
T C
A P
IT
O
L A
V E
O M
A H
A N
E
A W
A L Z
A W
A L Z
B G
O R
U P
B G
O R
U P
/2 /2
W
F
-1
-R -0
S O
F H
U M
A N
P E
R F
O R
M A
N C
E T
R A
IN
IN
G C
E N
T E
R P
N
F Y
3/32" = 1'-0"A-110
1 1ST FLOOR PLAN
SCOPE:
TOTAL BUILDING SQUARE FOOTAGE - (FULL-SCOPE): 26,622 SF
TOTAL CANOPY SQUARE FOOTAGE - (HALF-SCOPE): 30 SF
TOTAL BID OPTION PLAN SQUARE FOOTAGE - (FULL-SCOPE): 8,072 SF
TOTAL EQUIVALENT FULL-SCOPE SQUARE FOOTAGE: 34,724 SF
DD1391 ALLOWABLE SQUARE FOOTAGE: 34,724 SF
8'0 4' 16'
PLAN NORTH
KEYNOTES - BUILDING ACCESSORIES
MARK DESCRIPTION
AA WALL MOUNTED TV (FF&E)
BB HEAVY DUTY BUILT IN SHELVES
CC COPIER/PRINTER (N.I.C.)
DD SHREDDER (N.I.C.)
EE FULL SIZE REFRIGERATOR (FF&E)
FF OVEN W/ RANGE TOP
GG UNDERCOUNTER DISHWASHER
HH 6' X 4' MARKERBOARD
II 8' X 4' MARKERBOARD
JJ 4' X 3' MARKERBOARD
KK 4' X 3' TACKBOARD
LL MOP HOLDER W/ SHELF
MM ACCESSIBLE LOCKER BENCH
NN TREADMILL THERAPY POOL (THERAPY POOL BID
OPTION)
OO HOT THERAPY POOL (THERAPY POOL BID OPTION)
PP COLD THERAPY POOL (THERAPY POOL BID
OPTION)
QQ 75" MONITOR (A/V EQUIPMENT BID) AND TV WALL
MOUNT (BASE BID)
RR 36" MONITOR (A/V EQUIPMENT BID) AND TV WALL
MOUNT (BASE BID)
SS DEFIBRILATOR CABINET
TT CEILING MOUNTED PROJECTION SCREEN
KEYNOTES - GENERAL
MARK DESCRIPTION
A UPPER AND LOWER CABINETS W/ SINK
B WATER COOLERS (2) W/ BOTTLE FILLER - ABA
COMPLIANT
C 10' WIDE X 10' HIGH SECTIONAL OVERHEAD DOOR
D ACCESSIBLE SHOWER W/ SHOWER ROD AND CURTAIN
E TWENTY (20) SINGLE TIER LOCKERS
F JANITORS SINK
G STORAGE CUBBIES AND COAT HOOKS
H VERTICALLY RETRACTABLE WALL
I RESTAURANT STYLE DOUBLE BASIN STAINLESS STEEL
SINK
J STRUCTURAL STOOP
K BOULDERING WALL - BID OPTION
L OSHA COMPLIANT ACCESS LADDER AND HATCH
M CARDIO AREA
N FREE WEIGHT AREA
O WEIGHT RACK AREA
P EXERCISE BALL AREA AND BALL WALL
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
ROOM SCHEDULE
ROOM NO ROOM NAME AREA
101 VEST. 90 SF
102A CORR. 254 SF
102B CORR. 142 SF
102C CORR. 619 SF
102D CORR. 142 SF
103 CUBBIES AREA 221 SF
104A MULTIPURPOSE ROOM A 465 SF
104B MULTIPURPOSE ROOM B 454 SF
105 TELECOMM 131 SF
106A UNISEX TOILET 72 SF
106B UNISEX TOILET 72 SF
106C UNISEX TOILET 72 SF
107 STAFF LOCKERS 132 SF
108A STAFF TOILET 98 SF
108B STAFF TOILET 98 SF
109 CONFERENCE ROOM 304 SF
110 COUNSELING 174 SF
111 STAFF BREAK ROOM 95 SF
112 JAN. 56 SF
113 TRAINERS OFFICE 433 SF
114 DIRECTOR'S OFFICE 139 SF
115 DIETICIAN OFFICE 119 SF
116 MENTAL PERFORMANCE OFFICE 119 SF
117 STRETCHING AREA 504 SF
118 HYDRO THERAPY 1052 SF
118A HYDRO THERAPY TOILET 111 SF
119 ELEC 47 SF
120 SPORTS MEDICINE LOBBY 200 SF
121 SPORTS MEDICINE TREATMENT AREA 1549 SF
121A EXAM ROOM 189 SF
121B EXAM ROOM 189 SF
121C EXAM ROOM 189 SF
121D EXAM ROOM 189 SF
121E EXAM ROOM 189 SF
121F STORAGE 280 SF
121G LAUNDRY ROOM 139 SF
122 OPEN ACTIVITY AREA 14485 SF
123 TRAINING EQUIPMENT STOR. 340 SF
124 MECHANICAL 839 SF
125 ELEC 277 SF
FIRST FLOOR PLAN
100' - 0"
SOLDIER COURSE
FACE BRICK
METAL COPING, TYP.
RUNNING BOND
FACE BRICK
CAST STONE TRIM
CAST STONE
SILL, TYP.
STOREFRONT ENTRANCE WITH
FULL LITE GLASS DOORS
SPLIT-FACED CMU
CLR ANODIZED ALUMINUM EXTERIOR SUN CONTROL
DEVICE, EAST, SOUTH AND WEST FACING WINDOWS
METAL CANOPY WITH
METAL SOFFIT
METAL COPING, TYP.
METAL COPING, TYP.
1/2" / 1'-0"
INSULATED METAL
WALL PANELS
MEMBRANE
ROOF
INSULATED METAL
WALL PANELS
FIRST FLOOR PLAN
100' - 0"
SOLDIER COURSE FACE BRICK
METAL COPING, TYP.
RUNNING BOND FACE BRICK
CAST STONE TRIM
SPLIT-FACED CMU
CLR ANODIZED ALUMINUM EXTERIOR SUN CONTROL
DEVICE, EAST, SOUTH AND WEST FACING WINDOWS
MEMBRANE ROOF
BID OPTION - ALTERNATE FLOOR PLAN "B"
BID OPTION - ALTERNATE FLOOR PLAN "A"
FIRST FLOOR PLAN
100' - 0"
SOLDIER COURSE FACE BRICK
METAL COPING
RUNNING BOND FACE BRICK
CAST STONE TRIM
SPLIT-FACED CMU
FULL GLASS HIGH LIFT
SECTIONAL OVERHEAD DOOR
CLR ANODIZED ALUMINUM
EXTERIOR SUN CONTROL
DEVICE, EAST, SOUTH AND
WEST FACING WINDOWS
1/2" / 1'-0"
MEMBRANE
ROOF
METAL COPING
INSULATED METAL
WALL PANELS
CAST STONE
SILL, TYP.
SEMI-OPAQUE
GLAZING, TYP.
CLEAR
GLAZING, TYP.
FULL GLASS HIGH LIFT
SECTIONAL OVERHEAD DOOR
FIRST FLOOR PLAN
100' - 0"
INSULATED METAL
WALL PANELS
HIGH LIFT SECTIONAL
OVERHEAD DOOR
METAL COPING
CLEAR ANODIZED
ALUMINUM CURTAINWALL
BID OPTION - ALTERNATE FLOOR PLAN "A"
BID OPTION - ALTERNATE FLOOR PLAN "B"
INSULATED METAL
WALL PANELS
SOLDIER COURSE FACE BRICK
METAL COPING
RUNNING BOND FACE BRICK
CAST STONE TRIM
SPLIT-FACED CMU
SEMI-OPAQUE
GLAZING, TYP.
CLEAR
GLAZING, TYP.
METAL COPING
METAL CANOPY
WITH METAL SOFFIT
CAST STONE
SILL, TYP.
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I 'D
F
IL
E
N A
M E
IS
S
U E
D A
T E
C O
N T
R A
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
A-200
E L E
V A
T
IO
N S
F O
R T
C A
R S
O N
C
O L
O R
A D
O
O M
A H
A D
IS
T
R
IC
T C
A P
IT
O
L A
V E
O M
A H
A N
E
A W
A L Z
A W
A L Z
B G
O R
U P
B G
O R
U P
/2 /2
W
F
-1
-R -0
S O
F H
U M
A N
P E
R F
O R
M A
N C
E T
R A
IN
IN
G C
E N
T E
R P
N
F Y
3/32" = 1'-0"A-200
1 EAST COMPOSITE ELEVATION
3/32" = 1'-0"A-200
2 SOUTH COMPOSITE ELEVATION
3/32" = 1'-0"A-200
3 WEST COMPOSITE ELEVATION
3/32" = 1'-0"A-200
4 NORTH COMPOSITE ELEVATION
GENERAL NOTES
1. BUILDING ELEVATION HEIGHTS ARE FOR REFERENCE ONLY.
FINAL HEIGHTS MAY NEED TO BE ADJUSTED TO
ACCOMODATE STRUCTURAL, MECHANICAL, AND
ELECTRICAL CONDITIONS.
2. PROVIDE GUTTERS AND OPEN FACED DOWNSPOUTS TO
DRAIN ROOF, OR INTERNAL ROOF DRAINS. ARRANGE
DOWNSPOUTS TO AVOID OPENINGS AND WITH BUILDING
AESTHETICS IN MIND. COORDINATE DOWNSPOUT AND
INTERNAL DRAIN TERMINATION WITH SITE STORMWATER
MANAGEMENT CONCEPT. DOWNSPOUTS TERMINATING
ABOVE GRADE SHALL BE PROVIDED WITH CONCRETE
SPLASHBLOCKS. DOWNSPOUTS TERMINATING BELOW
GRADE SHALL BE PROVIDE WITH BOOTS.
3. PROVIDED ELEVATIONS REPRESENT A BASELINE
AESTHETIC. THE CONTRACTOR SHALL FULLY DEVELOP
EXTERIOR AESTHETICS, MATERIALS AND DETAILING.
4. THE EXTERIOR WALLS OF BID OPTIONS - "CONSTRUCT
ADDITIONAL 4,000 SF" AND "CONSTRUCT ADDITIONAL 8,000
SF" SHALL MATCH THE EXTERIOR FINISHES OF THE BASE
BID WALLS THEY ARE ADJACENT TO.
5. THE WEST WALLS OF BID OPTIONS - "CONSTRUCT
ADDITIONAL 4,000 SF" AND "CONSTRUCT ADDITIONAL 8,000
SF" SHALL HAVE SUN CONTROL DEVICES, DOORS AND
WINDOWS MATCH THE BASE BID WEST WALL ELEVATION IN
CONFIGURATION AND MATERIALS.
6. THE SOUTH AND NORTH WALLS OF BID OPTIONS -
"CONSTRUCT ADDITIONAL 4,000 SF" AND "CONSTRUCT
ADDITIONAL 8,000 SF" SHALL HAVE GLAZING THAT IS SIMILAR
IN CONFIGURATION TO THE GLAZING SHOWN ON THE BASE
BID FLOOR PLANS FOR THE OPEN ACTIVITY AREA.
7. ADDITIONAL DAYLIGHTING FEATURES MAY BE REQUIRED TO
MEET DAYLIGHTING REQUIREMENTS OF 01 82 00. THESE
FEATURES ARE NOT SHOWN AND ARE THE RESPONSIBILITY
OF THE CONTRACTOR FOR DESIGN AND PLACEMENT TO
MEET DAYLIGHTING LEVELS REQUIRED.
0 20'10'5'
M A
R K
D E
S C
R
IP
T
IO
N D
A
ROOM FINISH SCHEDULE LEGEND
AT ARTIFICIAL TURF
ATC ACOUSTICAL TILE CEILING
CT CERAMIC TILE
CW CURTAIN WALL/STOREFRONT
EFM ENTRANCE FLOOR MAT
EXP EXPOSED STRUCTURE
GWB GYPSUM WALL BOARD
PCONC PRECAST CONCRETE
PNT PAINT
PT PORCELAIN TILE
RAF RUBBER ATHLETIC FLOORING
RB RESILIENT BASE
RF RESINOUS FLOORING
SCONC SEALED CONCRETE
SSM SOLID SURFACE MATERIAL
VAF VINYL COATED ATHLETIC FLOORING
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I 'D
F
IL
E
N A
M E
IS
S
U E
D A
T E
C O
N T
R A
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
A-600
R O
O M
F
IN
IS
H
S C
H E
D U
L E
F O
R T
C A
R S
O N
C
O L
O R
A D
O
O M
A H
A D
IS
T
R
IC
T C
A P
IT
O
L A
V E
O M
A H
A N
E
A W
A L Z
A W
A L Z
B G
O R
U P
B G
O R
U P
/2 /2
W
F
-1
-R -0
S O
F H
U M
A N
P E
R F
O R
M A
N C
E T
R A
IN
IN
G C
E N
T E
R P
N
F Y
FINISH SCHEDULE - BASE BID
ROOM NO ROOM NAME NET AREA
FLOOR
FINISH
BASE
FINISH WALL FINISH
CEILING
FINISH
CEILING
HEIGHT NOTES
101 VEST. 90 SF EFM RB GWB/PNT GWB 9'-0" 1
102A CORR. 254 SF VAF RB GWB/PNT ATC 9'-0" 1
102B CORR. 142 SF VAF RB GWB/PNT ATC 9'-0" 1
102C CORR. 619 SF VAF RB GWB/PNT ATC 9'-0" 1
102D CORR. 142 SF VAF RB GWB/PNT ATC 9'-0" 1
103 CUBBIES AREA 221 SF VAF RB GWB/PNT ATC 9'-0"
104A MULTIPURPOSE ROOM A 465 SF VAF/PT RB/PT GWB/PNT ATC 10'-0" 10, 15
104B MULTIPURPOSE ROOM B 454 SF VAF RB GWB/PNT ATC 10'-0" 9
105 TELECOMM 131 SF SCONC RB GWB/PNT EXP/PNT - 5
106A UNISEX TOILET 72 SF PT PT GWB/PNT/PT WAINSCOT GWB 9'-0" 2, 6, 7
106B UNISEX TOILET 72 SF PT PT GWB/PNT/PT WAINSCOT GWB 9'-0" 2, 6, 7
106C UNISEX TOILET 72 SF PT PT GWB/PNT/PT WAINSCOT GWB 9'-0" 2, 6, 7
107 STAFF LOCKERS 132 SF PT PT GWB/PNT ATC 9'-0" 1
108A STAFF TOILET 98 SF PT PT GWB/PNT/PT WAINSCOT GWB 9'-0" 2, 6, 7
108B STAFF TOILET 98 SF PT PT GWB/PNT/PT WAINSCOT GWB 9'-0" 2, 6, 7
109 CONFERENCE ROOM 304 SF VAF RB GWB/PNT ATC 9'-0" 11
110 COUNSELING 174 SF VAF RB GWB/PNT ATC 9'-0"
111 STAFF BREAK ROOM 95 SF VAF RB GWB/PNT ATC 9'-0"
112 JAN. 56 SF SCONC RB GWB/PNT EXP/PNT - 3, 4, 6
113 TRAINERS OFFICE 433 SF VAF RB GWB/PNT ATC 9'-0"
114 DIRECTOR'S OFFICE 139 SF VAF RB GWB/PNT ATC 9'-0" 12
115 DIETICIAN OFFICE 119 SF VAF RB GWB/PNT ATC 9'-0" 12
116 MENTAL PERFORMANCE OFFICE 119 SF VAF RB GWB/PNT ATC 9'-0" 13
117 STRETCHING AREA 504 SF RAF RB GWB/PNT ATC 9'-0" 1
118 HYDRO THERAPY 1052 SF PT PT GWB/PNT ATC 10'-0" 14
118A HYDRO THERAPY TOILET 111 SF PT PT GWB/PNT/PT WAINSCOT ATC 9'-0" 2, 6, 7
119 ELEC 47 SF SCONC RB PCONC/GWB/PNT EXP/PNT -
120 SPORTS MEDICINE LOBBY 200 SF VAF RB GWB/PNT ATC 10'-0"
121 SPORTS MEDICINE TREATMENT AREA 1549 SF VAF RB GWB/PNT ATC 10'-0" 1
121A EXAM ROOM 189 SF VAF RB GWB/PNT ATC 10'-0" 1
121B EXAM ROOM 189 SF VAF RB GWB/PNT ATC 10'-0" 1
121C EXAM ROOM 189 SF VAF RB GWB/PNT ATC 10'-0" 1
121D EXAM ROOM 189 SF VAF RB GWB/PNT ATC 10'-0" 1
121E EXAM ROOM 189 SF VAF RB GWB/PNT ATC 10'-0" 1
121F STORAGE 280 SF SCONC RB GWB/PNT EXP/PNT -
121G LAUNDRY ROOM 139 SF PT PT GWB/PNT/PT WAINSCOT ATC 9'-0"
122 OPEN ACTIVITY AREA 14485 SF RAF/AT RB PCONC/GWB/PNT EXP/PNT - 1, 8
123 TRAINING EQUIPMENT STOR. 340 SF SCONC RB PCONC/GWB/PNT ATC 9'-0"
124 MECHANICAL 839 SF SCONC RB PCONC/GWB/PNT EXP/PNT -
125 ELEC 277 SF SCONC RB PCONC/GWB/PNT EXP/PNT - ROOM FINISH NOTES:
1. PROVIDE IMPACT RESISTANT GWB FROM TOP OF CONCRETE FLOOR SLAB TO MIN. 8'-0" ABOVE FINISHED FLOOR.
2. PROVIDE GLASS-MAT GWB ON WALLS OF TOILET AND SHOWER ROOMS.
3. PROVIDE MOISTURE-RESISTANT GWB ON PLUMBING WALLS.
4. PROVIDE 5'-0" HIGH MINIMUM CT WAINSCOT SURROUND AT MOP SINK.
5. PROVIDE 3/4" FIRE RATED TELECOMMUNICATIONS BACKERBOARDS ON ALL WALLS. SEE SPECIFICATIONS.
6. PROVIDE MOISTURE-RESISTANT GWB FOR CEILING.
7. PROVIDE 5'-0" HIGH MINIMUM PT WAINSCOT.
8. PROVIDE MINIMUM 25'-0" CLEAR HEIGHT FROM FINISH FLOOR TO UNDERSIDE OF FIXTURES AND STRUCTURE AT THE TURF
AREA, AND A MINIMUM 16'-0" CLEAR HEIGHT FROM FINISH FLOOR TO UNDERSIDE OF FIXTURES AND STRUCTURE FOR THE
REMAINDER OF THE SPACE.
9. PROVIDE DRY ERASE MAGNETIC WALLCOVERING ON THE SOUTH WALL AND WEST WALL, EXCEPT ON PORTION OF WALL
BETWEEN DOORS.
10. PROVIDE DRY ERASE MAGNETIC WALLCOVERING ON WEST WALL, EXCEPT ON PORTION OF WALL BETWEEN DOORS AND
SHALL STOP 1'-0" AWAY FROM BASE CABINETS.
11. PROVIDE DRY ERASE MAGNETIC WALLCOVERING ON ALL WALLS.
12. PROVIDE DRY ERASE MAGNETIC WALLCOVERING ON EAST WALL.
13. PROVIDE DRY ERASE MAGNETIC WALLCOVERING ON WEST WALL.
14. PROVIDE MOISTURE RESISTANT CEILING TILES.
15. PROVIDE PORCELAIN TILE 7'-0" DEEP IN FRONT OF BASE CABINETS, RUNNING FULL WIDTH OF ROOM.
GENERAL NOTES NOTES:
1. NORTH, SOUTH, EAST & WEST AS NOTED ON SCHEDULE SHALL BE ACCORDANCE WITH PLAN NORTH AS INDICATED ON PLANS.
2. CEILING HEIGHTS/ELEVATIONS IDENTIFIED IN ROOM FINISH SCHEDULE ARE HEIGHTS ABOVE THEIR RESPECTIVE FINISHED FLOORS.
3. ALL PRECAST CONCRETE WALLS SHALL BE LEFT UNPAINTED UNLESS NOTED OTHERWISE IN THE ROOM FINISHE SCHEDULE, DRAWINGS, OR SPECIFICATIONS.
4. PROVIDE STAINLESS STEEL CORNER GUARDS AT ALL GYPSUM WALL BOARD FINISHED CORNERS.
M…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it.