70LART19BPFB00003_FLETC_Artesia_Ranges_Drawings.pdf
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- Solicitation number
- 70LART19BPFB00003
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70LART19BPFB00003 Drawings
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FE
D
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A L
LA
W
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FO
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C E
M E
N T
TR
A
IN
IN
G C
E N
TE
R
A R
TE
S
IA
B
O R
D E
R P
A
TR
O L
Y A
R D
Y
A R
D
TA
C
TI
C A
L A
W A
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N E
S S
T R
A
IN
IN
G
R A
N G
E S
E
21 3 4 5 6
D
C
B
A
21 3 4 5 6
E
D
C
B
A
INDEX: OF
C-001
C
IV
IL
N
O
TE
S
1-
-1
JM R
W
JM
TE
S
B
A
S
UB
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ON
1/
9/
TD
B
S
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IS
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ON
4/
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C
0% S
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GENERAL NOTES
1. THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING
OFFICER REGARDING ALL DEMOLITION AND NEW WORK TO BE
ACCOMPLISHED WITHIN THE LIMITS OF CONSTRUCTION.
2. THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING
OFFICER THE LOCATION AND LIMITS OF THE CONTRACTOR'S LAYDOWN
AREA.
3. THE CONTRACTOR SHALL EXERCISE CAUTION DURING THE
CONSTRUCTION OPERATIONS SO AS NOT TO DAMAGE AND DISTURB
THE EXISTING & SURROUNDING STRUCTURES AND SO AS NOT TO
CAUSE THE EXISTING STRUCTURES TO BECOME UNSTABLE. UNLESS
OTHERWISE NOTED, THE EXISTING STRUCTURES SHALL REMAIN IN
PLACE.
4. DAMAGE TO PROPERTY AND/OR FACILITIES RESULTING FROM
CONTRACTOR'S OPERATIONS DURING CONSTRUCTION BEYOND THE
LIMITS SHOWN ON THESE PLANS OR AS DIRECTED BY THE
CONTRACTING OFFICER SHALL BE REPAIRED OR REPLACED BY THE
CONTRACTOR. THE COST OF SUCH REPAIRS OR REPLACEMENT SHALL
BE BORNE BY THE CONTRACTOR.
5. EXISTING CONSTRUCTION THAT IS TO REMAIN IN PLACE, BE REUSED,
OR REMAIN THE PROPERTY OF THE GOVERNMENT AND DAMAGED AS A
RESULT OF THE CONTRACTOR'S OPERATION SHALL BE REPLACED WITH
NEW OR REPAIRED TO ITS ORIGINAL CONDITION IN ACCORDANCE WITH
THE SPECIFICATIONS OR AS DIRECTED BY THE CONTRACTING OFFICER
AT NO ADDITIONAL COST TO THE GOVERNMENT.
6. BEFORE PROCEEDING WITH THE WORK, ANY DISCREPANCY BETWEEN
THESE DRAWINGS AND THE EXISTING STRUCTURES SHALL BE
REPORTED TO THE CONTRACTING OFFICER. THE CONTRACTING
OFFICER WILL FURNISH ADDITIONAL DETAILS IF REQUIRED.
7. THE DIMENSIONS AND ELEVATIONS GIVEN FOR THE EXISTING
STRUCTURES AND FOR ASSOCIATED COMPONENTS ARE APPROXIMATE
AND ARE GIVEN FOR ESTIMATING PURPOSES ONLY. DETAIL WORK
SHALL BE BASED ON THE CONTRACTOR'S FIELD MEASUREMENTS.
8. DISCREPANCIES BETWEEN DIFFERENT DRAWINGS SHALL BE REPORTED
TO THE CONTRACTING OFFICER FOR CLARIFICATION PRIOR TO
BEGINNING CONSTRUCTION IN THE AREAS AFFECTED BY SUCH
DISCREPANCIES.
9. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS AND
LICENSES AND KEEP COPIES OF SAME ON SITE DURING
CONSTRUCTION.
10. THE CONTRACTOR SHALL PERFORM A SURVEY TO LOCATE UTILITIES
BEFORE ANY WORK OR EXCAVATIONS.
11. THE CONTRACTOR SHALL PROVIDE SAFETY MARKING BARRICADES,
TEMPORARY FENCING, ETC. AS REQUIRED TO MAINTAIN JOB SITE
SAFETY.
12. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THESE
DRAWINGS AND THE PROJECT SPECIFICATIONS.
13. PRIOR TO DIGGING, CONTRACTOR SHALL CONTACT EACH SERVICE
PROVIDER AND REQUEST THAT A REPRESENTATIVE VISIT THE SITE TO
INSPECT AND CONFIRM IF ANY UTILITIES ARE PRESENT. FEES INCURRED
SHALL BE AT THE EXPENSE OF THE CONTRACTOR.
14. ALL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED.
15. THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE LOCAL
ENVIRONMENTAL PROTECTION STANDARDS, LAWS, AND REGULATIONS.
16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BRINGING ALL
ELEMENTS OF THE PROJECT IN CONFORMANCE WITH THESE DRAWINGS
AND SPECIFICATIONS.
17. IF ANY MODIFICATIONS ARE REQUIRED IN ANY ELEMENT, THE
CONTRACTOR SHALL SUBMIT PROPOSED CHANGES TO THE
CONTRACTING OFFICER FOR APPROVAL.
18. CONTRACTOR SHALL PROVIDE AS-BUILT SURVEY AND DRAWINGS OF
COMPLETED WORK TO THE CONTRACTING OFFICER.
19. THE CONTRACTOR SHALL PROTECT ADJACENT STRUCTURES, UTILITIES,
PEDESTRIANS, AND VESSEL AND VEHICULAR TRAFFIC FROM POTENTIAL
DAMAGE DUE TO CONTRACTOR'S OPERATIONS.
20. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY AND
PROTECTION OF PERSONNEL, EQUIPMENT, CONSTRUCTION, AND
ADJACENT FACILITIES FOR THE DURATION OF THIS CONTRACT. THE
CONTRACTOR AND HIS SUBCONSULTANTS SHALL PREPARE AND
CONFORM TO A PROJECT SPECIFIC HEALTH AND SAFETY PLAN. THE
GOVERNMENT SHALL NOT BE RESPONSIBLE FOR JOB SITE SAFETY
PROCEDURES.
21. CONSTRUCTION LOADS GREATER THAN 50% OF THE DESIGN LOAD FOR
ANY PORTION OF THE STRUCTURE SHALL NOT BE IMPOSED UNTIL THE
CONCRETE COMPRESSIVE STRENGTH FOR THOSE MEMBERS AND
THEIR CONNECTING POURS HAVE REACHED 80% OF THE 28 DAY DESIGN
COMPRESSIVE STRENGTH.
22. THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT, STAGING AND ANY
OTHER TEMPORARY PLATFORMS AND/OR AREAS AT THE COMPLETION
OF WORK.
23. NO SALVAGE VALUE IS EXPRESSED OR IMPLIED BY THESE CONTRACT
DOCUMENTS FOR THE ITEMS TO BE REMOVED OR DEMOLISHED.
24. BEST MANAGEMENT PRACTICES SHALL BE EMPLOYED DURING PROJECT
CONSTRUCTION TO REDUCE THE POTENTIAL FOR ADVERSE
ENVIRONMENTAL IMPACTS. THE HIGHEST LEVEL OF ATTENTION TO
ENVIRONMENTAL QUALITY IS BEING GIVEN TO THE PROJECT.
CONSTRUCTION PRACTICES SHALL INCLUDE APPROPRIATE SEDIMENT
CONTROL DURING EXCAVATIONS AND CLEARING.
BERM CONSTRUCTION &
EXCAVATION
1. BERM HEIGHTS MUST MEET THE FOLLOWING REQUIREMENTS:
- SIDE BERMS: 15 FEET ABOVE GRADE
- IMPACT BERMS: 18 FEET ABOVE GRADE
2. IMPACT BERMS SHALL HAVE 3 FEET OF CLEAN COVER MATERIAL FREE OF
LEAD OR OTHER CONTAMINANTS.
3. EXCESS CUT SHALL BE PLACED IN BORROW PIT LOCATION DETERMINED BY
THE CONTRACTING OFFICER. DUMP SITE WILL BE WITHIN 2 MILES OF
PROJECT LOCATION.
SKEET RANGE
35163517
UGE
U G
E
U G
E
U G
E
U G
E
UGE
U G
E
10'-0" WIDE DIRT ROAD
GRAVEL ROAD
STEEL POSTS
STEEL POSTS
BLO
C
K W
ALL
BLO
C
K W
ALL
FENCE
50 YD
RANGE
50 YD
RANGE
TRAP
RANGE
RANGE
EAST
RANGE
EAST
RANGE
EAST
E X
IS
T
FE
N
C E
CONCRETE
STORMWATER PIPE, TYP
RANGE 6
RANGE 5
APPROXIMATE
LIMITS OF WORK
FE
D
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A L
LA
W
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FO
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C E
M E
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TR
A
IN
IN
G C
E N
TE
R
A R
TE
S
IA
B
O R
D E
R P
A
TR
O L
Y A
R D
Y
A R
D
TA
C
TI
C A
L A
W A
R E
N E
S S
T R
A
IN
IN
G
R A
N G
E S
E
21 3 4 5 6
D
C
B
A
21 3 4 5 6
E
D
C
B
A
INDEX: OF
C-002
E X
IS
TI
N G
C O
N D
IT
IO
N
-7
-1
JM R
W
JM
TE
S
B
A
S
UB
M
IS
SI
ON
1/
9/
TD
B
S
UB
M
IS
SI
ON
4/
2/
TD
C
0% S
UB
M
IS
SI
ON
5/
/1
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D
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NA
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/1
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1. TOPOGRAPHIC DATA REFERENCED FROM
SOUDER, MILLER & ASSOCIATES
TOPOGRAPHIC SURVEY MN FLETC
ARTESIA, NEW MEXICO, NOV. 2018
2. COORDINATE SYSTEM: MODIFIED STATE
PLANE 1983, NEW MEXICO EAST ZONE
(3001).
3. VERTICAL DATUM: NAVD 1988
60' 0' 60' 120'
SCALE: 1''=60'
A1 C-002
EXISTING SITE PLAN
SCALE: 1" = 60'-0"
GENERAL SHEET NOTES
35163517
EXIST DIRT ROAD
EXIST GRAVEL ROAD
BLO
C
K W
ALL
EXIST FENCE
SKEET
RANGE
TRAP
RANGE
EXIST
RANGE
PROPOSED FENCE
EXIST
RANGE
EXIST
RANGE
EL 3519
P-1
EL 3519
P-2
EL 3519
P-3
FE
D
E R
A L
LA
W
E N
FO
R
C E
M E
N T
TR
A
IN
IN
G C
E N
TE
R
A R
TE
S
IA
B
O R
D E
R P
A
TR
O L
Y A
R D
Y
A R
D
TA
C
TI
C A
L A
W A
R E
N E
S S
T R
A
IN
IN
G
R A
N G
E S
E
21 3 4 5 6
D
C
B
A
21 3 4 5 6
E
D
C
B
A
INDEX: OF
C-003
G E
O
TE
C H
N
IC
A L
B O
R
IN
G P
LA
1/
/1
JM R
W
JM
TE
S
B
A
S
UB
M
IS
SI
ON
1/
9/
TD
B
S
UB
M
IS
SI
ON
4/
2/
TD
C
0% S
UB
M
IS
SI
ON
5/
/1
TD
D
FI
NA
L
SU
BM
IS
SI
ON
7/
/1
TD
NOTES
1. TOPOGRAPHIC DATA REFERENCED FROM
SOUDER, MILLER & ASSOCIATES
TOPOGRAPHIC SURVEY MN FLETC
ARTESIA, NEW MEXICO, NOV. 2018
2. THREE WESTERN RANGES ADDED PER
AERIAL PHOTO TO COMPLETE
TOPOGRAPHIC REPRESENTATION.
60' 0' 60' 120'
SCALE: 1''=60'
N
BORING LOCATIONS
BORING NO LAT LONG NORTHING EASTING
P1 32°52'5.92" 104°28'18.48" 679652.61 498823.90
P2 32°52'6.42" 104°28'15.02" 679703.16 499118.77 P3 32°52'6.46" 104°28'16.72" 679706.93 498974.42
A1 C-003
BORING PLAN
SCALE: 1" = 60'-0"
E R
A L
LA
W
E N
FO
R
C E
M E
N T
TR
A
IN
IN
G C
E N
TE
R
A R
TE
S
IA
B
O R
D E
R P
A
TR
O L
Y A
R D
Y
A R
D
TA
C
TI
C A
L A
W A
R E
N E
S S
T R
A
IN
IN
G
R A
N G
E S
E
21 3 4 5 6
D
C
B
A
21 3 4 5 6
E
D
C
B
A
INDEX: OF
C-004
B O
R
IN
G L
O G
S
INDX
D A
TE
D
S G
N
D R
FT
C
H K
R
R E
V R
C
C
0% S
UB
M
IS
SI
ON
5/
/1
TD
D
FI
NA
L
SU
BM
IS
SI
ON
7/
/1
TD
NOTES
1. BORINGS FROM SCHNABEL
GEOTECHNICAL REPORT DATED 10
DECEMBER 2018.
35163517
UGE
U G
E
U G
E
U G
E
U G
E
UGE
U G
E
DIRT ROAD
GRAVEL ROAD
STEEL POSTS
STEEL POSTS
BLO
C
K W
ALL
BLO
C
K W
ALL
FENCE
50 YD
RANGE 6
EAST50 YD
RANGE
5 EAST
SKEET
RANGE
TRAP
RANGE
RANGE
EAST
RANGE
EAST
RANGE
EAST
472'-0" EXIST DIRT ROAD TO BE ABANDONED
455'-0" EXIST CHAIN LINK FENCE TO BE REMOVED
SEE NOTE
12"Ø GALVANIZED
STORMWATER PIPE
(41 FT) 12"Ø GALVANIZED
STORMWATER PIPE
(41 FT)
EXISTING FENCE
TO BE REMOVED
EXISTING GRADE, TYP
WP 10
WP 11
WP 12
WP 13
140'-0"
140'-0"
25'-0"
25'-0"
℄ BERM
D1
CD-301
3'-11" TYP
8'
-2
1 4" WORKING POINTS
POINT NO
WP B10
WP B11
WP B12
WP B13
NORTHING
679962.4270
679950.5344
679978.1721
679969.1981
EASTING
498298.6490
498770.5047
498310.1362
498765.0374
FE
D
E R
A L
LA
W
E N
FO
R
C E
M E
N T
TR
A
IN
IN
G C
E N
TE
R
A R
TE
S
IA
B
O R
D E
R P
A
TR
O L
Y A
R D
Y
A R
D
TA
C
TI
C A
L A
W A
R E
N E
S S
T R
A
IN
IN
G
R A
N G
E S
E
21 3 4 5 6
D
C
B
A
21 3 4 5 6
E
D
C
B
A
INDEX: OF
CD-100
D E
M O
LI
TI
O N
B
E R
M D
E C
O N
S
TR
U C
TI
O
N P
2-
JM R
W
JM
TE
S
B
A
S
UB
M
IS
SI
ON
1/
9/
TD
B
S
UB
M
IS
SI
ON
4/
2/
TD
C
0% S
UB
M
IS
SI
ON
5/
/1
TD
D
FI
NA
L
SU
BM
IS
SI
ON
7/
/1
TD
RELOCATE LEAD CONTAMINATED
SOIL FOR REUSE AS CORE OF
NEW IMPACT BERM
DEMOLISH
60' 0' 60' 120'
SCALE: 1''=60'
A1
CD-100
DEMOLITION PLAN
SCALE: 1" = 60'-0"
N
SHEET KEYNOTES
LEGEND
1. CONTRACTOR TO REMOVE FENCE
COMPONENTS TO NEAREST FENCE POST,
SEE SHEET CD-301.
2. 59.5 CY CONCRETE (CONCRETE SLAB
ASSUMED TO BE 4" THICK), SEE SHEET
CD-302.
3. EXIST RANGE BERM DEMO, SEE SHEET
CD-301.
1.5
15.31' 5.67' 19.88'
EL 3526
EXISTING GRADE
CL BERM
5.00' 5.00'
2.00'
EXISTING 12" CMP
7' -0
1'
-0
10'-0" TYP 10'-0" TYP
SEE NOTE 2, TYP
POST TO REMAIN
POST TO REMAIN
FE
D
E R
A L
LA
W
E N
FO
R
C E
M E
N T
TR
A
IN
IN
G C
E N
TE
R
A R
TE
S
IA
B
O R
D E
R P
A
TR
O L
Y A
R D
Y
A R
D
TA
C
TI
C A
L A
W A
R E
N E
S S
T R
A
IN
IN
G
R A
N G
E S
E
21 3 4 5 6
D
C
B
A
21 3 4 5 6
E
D
C
B
A
INDEX: OF
CD-301
D E
M O
LI
TI
O N
B
E R
M D
E C
O N
S
TR
U C
TI
O
N S
E C
TI
O
2/
/1
JM R
W
JM
TE
S
A
A
S
UB
M
IS
SI
ON
4/
2/
TD
C
0% S
UB
M
IS
SI
ON
5/
/1
TD
D
FI
NA
L
SU
BM
IS
SI
ON
7/
/1
TD
D1
CD-100
EXISTING BERM DEMOLITION SECTION - TYP
SCALE: 1" = 5'-0"
RELOCATE LEAD CONTAMINATED
SOIL FOR REUSE AS CORE OF
NEW IMPACT BERM
DEMOLISH
DEMOLISH
LEGEND
5' 0' 5' 10'
SCALE: 1''=5'
GENERAL SHEET NOTES
1. ALL DIMENSIONS & ELEVATIONS ARE
FROM SMA SURVEY ON 11/29/18.
2. FILL & COMPACT VOID AFTER
DEMOLISHING CONCRETE FOOTING.
A1
CD-301
EXISTING FENCE DEMOLITION SECTION
SCALE: 1" = 20'-0"
20' 0' 20' 40'
SCALE: 1''=20'
18.41'
4" TYP
5.88'11.83'
EXISTING
GRADEEXISTING CONCRETE
EXISTING
CONCRETE
(BEYOND)
EXISTING
CONCRETE
(BEYOND)
EXISTING
CONCRETE
9.11' 5.12'
EXISTING
CONCRETE
102'-2"
'-4
'-1 0"
6'-3"
'-8
3'-11 1/2"
DEMO 25 STATIONARY
TARGETS
FE
D
E R
A L
LA
W
E N
FO
R
C E
M E
N T
TR
A
IN
IN
G C
E N
TE
R
A R
TE
S
IA
B
O R
D E
R P
A
TR
O L
Y A
R D
Y
A R
D
TA
C
TI
C A
L A
W A
R E
N E
S S
T R
A
IN
IN
G
R A
N G
E S
E
21 3 4 5 6
D
C
B
A
21 3 4 5 6
E
D
C
B
A
INDEX: OF
CD-302
D E
M O
LI
TI
O N
R A
N G
E D
E C
O N
S
TR
U C
TI
O
N S
E C
TI
O
5/ 9/
JM R
W
JM
TE
S
A
C
0% S
UB
M
IS
SI
ON
5/
/1
TD
D
FI
NA
L
SU
BM
IS
SI
ON
7/
/1
TD
RELOCATE LEAD CONTAMINATED
SOIL FOR REUSE AS CORE OF
NEW IMPACT BERM
DEMOLISH
DEMOLISH
LEGEND
C3
CD-302
EXISTING CONCRETE DEMOLITION SECTION
SCALE: HORIZ 1"=5'-0" VERT 1"=1'-0"
A3
CD-302
RANGE 6 (VIEW)
NTS
C3
CD-302
B1
CD-302
RANGE 6 - DEMO PLAN
SCALE: 1"=16'-0"
A3
CD-302
5' 0' 5' 10'
HORIZONTAL SCALE: 1''=5'
1' 0' 1' 2'
VERTICAL SCALE: 1''=1'
16' 0' 16' 32'
SCALE: 1''=16'
35163517
EXIST DIRT ROAD
EXIST GRAVEL ROAD
BLO
C
K W
ALL
EXIST FENCE
SKEET
RANGE
TRAP
RANGE
EXIST
RANGE
EAST
NEW EAST
RETENTION
POND
200'x200'
NEW FENCE
EXIST
RANGE
EAST
EXIST
RANGE
EAST
35193519
EL 3532.00
EL 3532.00
EL 3532.00
EL 3535.00
EL 3535.00
EL 3535.00
EL 3535.00
EL 3532.00
EL 3532.00
EL 3532.00
EL 3532.00
EL 3532.00
EL 3512.52
EL 3512.00
EL 3513.50
EL 3507.00
EL 3511.00
EL 3526.78
136' TYP
136' TYP
NEW WEST
DETENTION
POND
100'x350'
NEW CONCRETE SPILLWAY BOX
5'L x 5'W x 3.5'H , SEE .
NEW 30"Ø
STORM DRAIN
CULVERT PIPE
NEW 36"Ø
STORM DRAIN
CULVERT PIPE
NEW DROP INLET
5.5'L x 4.5'W x 4'H , SEE .
NEW 12"Ø RCP
SEE .
0.5%
0.5%
B1 C-502
D4 C-502
NEW 12"Ø
STORM DRAIN
CULVERT PIPE
NEW
RANGE 5
300 YD
SEE C-401
NEW
RANGE 6
100 YD
SEE C-402
1%
1%
8'
12'
8'
12'
FE
D
E R
A L
LA
W
E N
FO
R
C E
M E
N T
TR
A
IN
IN
G C
E N
TE
R
A R
TE
S
IA
B
O R
D E
R P
A
TR
O L
Y A
R D
Y
A R
D
TA
C
TI
C A
L A
W A
R E
N E
S S
T R
A
IN
IN
G
R A
N G
E S
E
21 3 4 5 6
D
C
B
A
21 3 4 5 6
E
D
C
B
A
INDEX: OF
C-101
S
IT
E P
9/
JM R
W
JM
TE
S
B
A
S
UB
M
IS
SI
ON
1/
9/
TD
B
S
UB
M
IS
SI
ON
4/
2/
TD
C
0% S
UB
M
IS
SI
ON
5/
/1
TD
D
FI
NA
L
SU
BM
IS
SI
ON
7/
/1
TD
60' 0' 60' 120'
SCALE: 1''=60'
B1 C-302
C1 C-302
D1 C-302
A1 C-303
B1 C-303
C1 C-303
E1 C-303
N
A1 C-101
SITE PLAN
SCALE: 1" =60'-0"
1. TOPOGRAPHIC DATA REFERENCED FROM
SOUDER, MILLER & ASSOCIATES
TOPOGRAPHIC SURVEY MN FLETC
ARTESIA, NEW MEXICO, NOV. 2018
2. COORDINATE SYSTEM: MODIFIED STATE
PLANE 1983, NEW MEXICO EAST ZONE
(3001).
3. VERTICAL DATUM: NAVD 1988
4. THREE WESTERN RANGES ADDED PER
AERIAL PHOTO TO COMPLETE
TOPOGRAPHIC REPRESENTATION.
GENERAL SHEET NOTES
ROAD & FENCE LAYOUT
SEE
C1 C-103
1. NEW 12" STORM DRAIN CULVERT PIPE @
S = 1.5%, L = 78' INV IN ELEV = 3514.5' / INV
OUT ELEV = 3513.35'.
2. FIRING BERM SEE SHEET S-301.
SHEET KEYNOTES
EXIST DIRT ROAD
EXIST GRAVEL ROAD
BLO
C
K W
ALL
EXIST FENCE
NEW
RANGE 6
100 YD
NEW
RANGE 5
300 YD
SKEET
RANGE
TRAP
RANGE
EXIST
RANGE
EAST
NEW EAST
RETENTION
POND
200'x200'
NEW FENCE
EXIST
RANGE
EAST
EXIST
RANGE
EAST
136' TYP
TOE OF BERM
136' TYP
TOE OF BERM
NEW WEST
DETENTION
POND
100'x350'
NEW DIRT ROAD
PROPOSED GRADE, TYP
NEW CHAIN LINK FENCE
BL BERM 5 EAST
BL BERM 6 EAST
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
BP: 0+00.00
EP: 21+18.69
PI: 9+04.95
PI: 12+19.73
PI: 16+41.94
PI: 16+92.69
PI: 17+37.69
PI: 17+60.19
PI: 18+20.47
PC: 9+58.50
PC: 11+24.84
PT: 9+93.84
PT: 11+60.19
0+00
1+00
2+00
3+00
4+00
5+00
BP: 0+00.00
PI: 3+01.40
PC: 3+58.50
PT: 3+93.84
EP: 5+47.34
EL 3512.50
EL 3507.00
EL 3511.00
EL 3526.78
WP D1
WP D2
WP D3
WP D4
WP D5
WP D6
WP D7
WP D8
L1
S1
C1
L2
C2
S2
L3
S3
L4
S4
L5
L1
S1
C1 L2
BL BERM 5 EAST
FE
D
E R
A L
LA
W
E N
FO
R
C E
M E
N T
TR
A
IN
IN
G C
E N
TE
R
A R
TE
S
IA
B
O R
D E
R P
A
TR
O L
Y A
R D
Y
A R
D
TA
C
TI
C A
L A
W A
R E
N E
S S
T R
A
IN
IN
G
R A
N G
E S
E
21 3 4 5 6
D
C
B
A
21 3 4 5 6
E
D
C
B
A
INDEX: OF
C-102
B A
S E
L
IN
E C
O N
TR
O
L P
2/
JM R
W
JM
TE
S
B
A
S
UB
M
IS
SI
ON
1/
9/
TD
B
S
UB
M
IS
SI
ON
4/
2/
TD
C
0% S
UB
M
IS
SI
ON
5/
/1
TD
D
FI
NA
L
SU
BM
IS
SI
ON
7/
/1
TD
60' 0' 60' 120'
SCALE: 1''=60'
B1 C-302
C1 C-302
D1 C-302
A1 C-303
B1 C-303
C1 C-303
E1 C-303
N
A1 C-102
SITE PLAN FINAL CONDITION
SCALE: 1" = 60'-0"
1. TOPOGRAPHIC DATA REFERENCED FROM
SOUDER, MILLER & ASSOCIATES
TOPOGRAPHIC SURVEY MN FLETC
ARTESIA, NEW MEXICO, NOV. 2018
2. COORDINATE SYSTEM: MODIFIED STATE
PLANE 1983, NEW MEXICO EAST ZONE
(3001).
3. VERTICAL DATUM: NAVD 1988
4. THREE WESTERN RANGES ADDED PER
AERIAL PHOTO TO COMPLETE
TOPOGRAPHIC REPRESENTATION.
5. BASELINE DATA, SEE SHEET C-601.
6. FOR DETENTION POND & RETENTION
POND WORKING POINT DATA SEE SHEET
C-601.
7. FOR ROADWAY AND FENCE LAYOUT SEE
SHEET C-103.
GENERAL SHEET NOTES
D4 C-301
D4 C-301
D1 C-301
D1 C-301
XX
EXIST DIRT ROAD
EXIST FENCE
PROPOSED FENCE
PROPOSED ROADWAY
10'-0"
TYP
16'-0" C
LR
10'-0"
TYP
EXIST DIRT ROAD
EXIST FENCE
RANGE 5 (300 YD)
RANGE BERM
0+00
1+00
2+00
3+00
4+00
5+
5+97
BP: 0+00.000
EP: 5+97.345 PC: 5+38.229
PC: 4+15.616
PC: 2+23.355
PT: 4+61.561
PT: 2+84.616
PT: 0+42.825
C1
L1
C2
L2
C3
L3 C4
WP F1
WP F2
WP F3
WP F4
WP P1
WP P2
WP P3
WP P4
C1 C-301
0+00
B P
(P C
) 0 +0
.9
1+002+003+004+005+006+00
P T
0+
.8
.2
P C
+2
3.
.9
P T
2+
.6
.1
P C
+1
5.
.6
P T
4+
.5
.8
P C
+3
8.
.1
E P
(P T)
+9
7.
.3
CENTERLINE OF ROAD
FE
D
E R
A L
LA
W
E N
FO
R
C E
M E
N T
TR
A
IN
IN
G C
E N
TE
R
A R
TE
S
IA
B
O R
D E
R P
A
TR
O L
Y A
R D
Y
A R
D
TA
C
TI
C A
L A
W A
R E
N E
S S
T R
A
IN
IN
G
R A
N G
E S
E
21 3 4 5 6
D
C
B
A
21 3 4 5 6
E
D
C
B
A
INDEX: OF
C-103
R O
A D
F
E N
C E
P
3/
/1
JM D
C
JM
TE
S
A
A
S
UB
M
IS
SI
ON
4/
2/
TD
C
0% S
UB
M
IS
SI
ON
5/
/1
TD
D
FI
NA
L
SU
BM
IS
SI
ON
7/
/1
TD
30' 0' 30' 60'
SCALE: 1''=30'
N 1. TOPOGRAPHIC DATA REFERENCED FROM
SOUDER, MILLER & ASSOCIATES
TOPOGRAPHIC SURVEY MN FLETC
ARTESIA, NEW MEXICO, NOV. 2018
2. COORDINATE SYSTEM: MODIFIED STATE
PLANE 1983, NEW MEXICO EAST ZONE
(3001).
3. VERTICAL DATUM: NAVD 1988
4. BASELINE DATA, SEE SHEET C-602.
5. FOR FENCE & ROAD WORKING POINT
DATA SEE SHEET C-602.
GENERAL SHEET NOTES
XX
C1 C-101
ROAD & FENCE LAYOUT PLAN
SCALE: 1" = 30'-0"
A1 C-103
ROAD PROFILE
SCALE: 1" = 30'-0"
15'-0" 10'-0" 15'-0"
'-0
CL BERM
EL 3532
EXISTING GRADE
18'-0" 10'-0" 18'-0"
'-0
CL BERM
EL 3535
EXISTING GRADE
COVER MATERIAL
CORE MATERIAL
(FROM EXISTING
IMPACT BERMS)
3'-0"
TYP
1%
2'-0" 10'-0" 2'-0"
2'-0" 2'-0" 2'-0"
2' -0
CL BERM
EXISTING GRADE
FE
D
E R
A L
LA
W
E N
FO
R
C E
M E
N T
TR
A
IN
IN
G C
E N
TE
R
A R
TE
S
IA
B
O R
D E
R P
A
TR
O L
Y A
R D
Y
A R
D
TA
C
TI
C A
L A
W A
R E
N E
S S
T R
A
IN
IN
G
R A
N G
E S
E
21 3 4 5 6
D
C
B
A
21 3 4 5 6
E
D
C
B
A
INDEX: OF
C-301
E A
R
TH
W O
R K
TY
P
IC
A
L S
E C
TI
O
-7
-1
JM R
W
JM
TE
S
B
A
S
UB
M
IS
SI
ON
1/
9/
TD
B
S
UB
M
IS
SI
ON
4/
2/
TD
C
0% S
UB
M
IS
SI
ON
5/
/1
TD
D
FI
NA
L
SU
BM
IS
SI
ON
7/
/1
TD
C1 C-103
TYPICAL ROADWAY SECTION
SCALE: 1/4" = 1'-0"
D1 C-102
TYPICAL SIDE BERM SECTION
SCALE: 3/16" = 1'-0" D4
C-102
TYPICAL IMPACT BERM SECTION
SCALE: 3/16" = 1'-0"
8'-0" 0'-0'' 4'-0" 8'-0"
SCALE: 3/16"=1'-0''
4'-0" 0'-0'' 4'-0" 8'-0"
SCALE: 1/4"=1'-0''
C4 C-301
TYPICAL FIRING BERM - RANGE 5
SCALE: 1/2" = 1'-0"
PRIMARY CL PROFILE
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00
EL 3535.0
300 YDS (900'-0")
FIRING LINE TARGET AREA
IMPACT BERM
EXISTING BERM
EL 3512.5
EL 3517.0
EL 3517.0
PROPOSED GRADE
EXISTING GRADE
EXISTING
GRADE
EAST CL PROFILE
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00
EL 3535.0
EL 3507.0
100 YDS (300'-0")
200'-0"
FIRING LINE
EXISTING BERM
EL 3516.25
EXISTING
GRADE
TARGET AREA IMPACT BERM
EL 3514.5 PROPOSED GRADE
EXISTING GRADE
DITCH
WEST CL PROFILE
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00
EL 3512.0
350'-0"
PROPOSED GRADE
EXISTING GRADE
EXISTING BERM
FE
D
E R
A L
LA
W
E N
FO
R
C E
M E
N T
TR
A
IN
IN
G C
E N
TE
R
A R
TE
S
IA
B
O R
D E
R P
A
TR
O L
Y A
R D
Y
A R
D
TA
C
TI
C A
L A
W A
R E
N E
S S
T R
A
IN
IN
G
R A
N G
E S
E
21 3 4 5 6
D
C
B
A
21 3 4 5 6
E
D
C
B
A
INDEX: OF
C-302
TY
P
IC
A
L S
E C
TI
O
N S
S H
E E
T
O F
-2
0-
JM R
W
JM
TE
S
B
A
S
UB
M
IS
SI
ON
1/
9/
TD
B
S
UB
M
IS
SI
ON
4/
2/
TD
C
0% S
UB
M
IS
SI
ON
5/
/1
TD
D
FI
NA
L
SU
BM
IS
SI
ON
7/
/1
TD
B1 C-102
PROFILE - 300 YD RANGE
SCALE: HORZ. 1"=50' VERT. 1"=12'
C1 C-102
PROFILE - 100 YD RANGE & EAST RETENTION BASIN
SCALE: HORZ. 1"=50' VERT. 1"=12'
D1 C-102
PROFILE - WEST DETENTION BASIN
SCALE: HORZ. 1"=50' VERT. 1"=12'
50' 0' 50' 100'
HORIZONTAL SCALE: 1''=50'
12' 0' 12' 24'
VERTICAL SCALE: 1''=12'
-500 -450 -400 -350 -300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300 350 400 450 500
EL 3532.0
BERM
EXISTING GRADE 300 YD
RANGE FLOOR
100 YD
RANGE FLOOR
PROPOSED GRADE
-500 -450 -400 -350 -300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300 350 400 450 500
EL 3532.0
EL 3507.0
1VARIES
EL 3512.0 MIN
200'-0"
100'-0"
BERM, TYP
EXISTING GRADE
300 YD
RANGE FLOOR
EAST RETENTION POND
WEST
DETENTION POND
PROPOSED GRADE
NEW DROP INLET
5.5'L x 4.5'W x 4'H
NEW 36"Ø STORM
DRAIN CULVERT PIPE
8+50.00
-500 -450 -400 -350 -300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300 350 400 450 500
EL 3532.0
100'-0"
VARIES
EL 3512.0 MIN
BERM, TYP
EXISTING GRADE
300 YD
RANGE FLOOR
WEST
DETENTION POND
PROPOSED GRADE
CONCRETE SPILLWAY BOX
5'L x 5'W x 3.5'H
10+00.00
-500 -450 -400 -350 -300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300 350 400 450 500
EL 3532.0
BERM, TYPEXISTING GRADE
300 YD
RANGE FLOOR
PROPOSED GRADE
FE
D
E R
A L
LA
W
E N
FO
R
C E
M E
N T
TR
A
IN
IN
G C
E N
TE
R
A R
TE
S
IA
B
O R
D E
R P
A
TR
O L
Y A
R D
Y
A R
D
TA
C
TI
C A
L A
W A
R E
N E
S S
T R
A
IN
IN
G
R A
N G
E S
E
21 3 4 5 6
D
C
B
A
21 3 4 5 6
E
D
C
B
A
INDEX: OF
C-303
TY
P
IC
A
L S
E C
TI
O
N S
H E
E T
O
F
-2
0-
JM R
W
JM
TE
S
B
A
S
UB
M
IS
SI
ON
1/
9/
TD
B
S
UB
M
IS
SI
ON
4/
2/
TD
C
0% S
UB
M
IS
SI
ON
5/
/1
TD
D
FI
NA
L
SU
BM
IS
SI
ON
7/
/1
TD
A1 C-102
RANGE SECTION
SCALE: HORZ. 1"=50' VERT. 1"=12'
B1 C-102
RANGE SECTION
SCALE: HORZ. 1"=50' VERT. 1"=12'
C1 C-102
RANGE SECTION
SCALE: HORZ. 1"=50' VERT. 1"=12'
E1 C-102
RANGE SECTION
SCALE: HORZ. 1"=50' VERT. 1"=12'
50' 0' 50' 100'
HORIZONTAL SCALE: 1''=50'
12' 0' 12' 24'
VERTICAL SCALE: 1''=12'
136' TYP
1% 1%
100yd TURNING
TARGETS
12L & 13R (25 TOTAL)
SIDE BERMSIDE BERM
FIRING LINE
EXISTING
CONTROL TOWER
EXISTING
PAVILION
NEW 36"Ø STORM
DRAIN CULVERT PIPE
NEW DROP INLET
EXISTING
CONCRETE
APRON
FIRING BERM
136' TYP
1% 1%
300yd POPUP
STATIONARY
TARGETS
6L & 6R
200yd POPUP
STATIONARY
TARGETS
6L & 6R
SIDE BERM
IMPACT BERM
SIDE BERM
NEW 30"Ø
DRAIN
CULVERT PIPE
FIRING BERM
FE
D
E R
A L
LA
W
E N
FO
R
C E
M E
N T
TR
A
IN
IN
G C
E N
TE
R
A R
TE
S
IA
B
O R
D E
R P
A
TR
O L
Y A
R D
Y
A R
D
TA
C
TI
C A
L A
W A
R E
N E
S S
T R
A
IN
IN
G
R A
N G
E S
E
21 3 4 5 6
D
C
B
A
21 3 4 5 6
E
D
C
B
A
INDEX: OF
C-401
R A
N G
E
P
LA
N
Y
7-
JM R
W
JM
TE
S
B
A
S
UB
M
IS
SI
ON
1/
9/
TD
B
S
UB
M
IS
SI
ON
4/
2/
TD
C
0% S
UB
M
IS
SI
ON
5/
/1
TD
D
FI
NA
L
SU
BM
IS
SI
ON
7/
/1
TD
30' 0' 30' 60'
SCALE: 1''=30'
A1 C-401
RANGE 5 - PLAN (300 YD)
SCALE: 1" = 30'
MATCHLINE
MATCHLINE
N
1. TOPOGRAPHIC DATA REFERENCED FROM
SOUDER, MILLER & ASSOCIATES
TOPOGRAPHIC SURVEY MN FLETC
ARTESIA, NEW MEXICO, NOV. 2018
2. COORDINATE SYSTEM: MODIFIED STATE
PLANE 1983, NEW MEXICO EAST ZONE
(3001).
3. VERTICAL DATUM: NAVD 1988
GENERAL SHEET NOTES
D1 C-301
D1 C-301
D4 C-301
EXIST GRAVEL ROAD
13 - 100 YD TARGETS
ON CONRETE SLAB
SPEAKER; SEE
ELEC SHEETS
PROVIDE 10ft
LOGS, 3 TOTAL
TRUCK
(OFCI)
DITCH
25'
CLR
FIRING LINE
RAISED
SOIL BERM
TRUCK
(OFCI)
FIRING WALL,
SEE SHEET C-504
136' TYP
1%
IMPACT BERM
SIDE BERM
SIDE BERM
3 BOULDERS
(4', 5', 6' DIA)
EXISTING
CONTROL TOWER
EXISTING
PAVILION
PROVIDE 12"Ø STORM
DRAIN CULVERT PIPE
FE
D
E R
A L
LA
W
E N
FO
R
C E
M E
N T
TR
A
IN
IN
G C
E N
TE
R
A R
TE
S
IA
B
O R
D E
R P
A
TR
O L
Y A
R D
Y
A R
D
TA
C
TI
C A
L A
W A
R E
N E
S S
T R
A
IN
IN
G
R A
N G
E S
E
21 3 4 5 6
D
C
B
A
21 3 4 5 6
E
D
C
B
A
INDEX: OF
C-402
R A
N G
E
P
LA
N
Y
7-
JM R
W
JM
TE
S
B
A
S
UB
M
IS
SI
ON
1/
9/
TD
B
S
UB
M
IS
SI
ON
4/
2/
TD
C
0% S
UB
M
IS
SI
ON
5/
/1
TD
D
FI
NA
L
SU
BM
IS
SI
ON
7/
/1
TD
30' 0' 30' 60'
SCALE: 1''=30'
A1 C-402
RANGE 6 - PLAN (100 YD)
SCALE: 1" = 30'
N 1. TOPOGRAPHIC DATA REFERENCED FROM
SOUDER, MILLER & ASSOCIATES
TOPOGRAPHIC SURVEY MN FLETC
ARTESIA, NEW MEXICO, NOV. 2018
2. COORDINATE SYSTEM: MODIFIED STATE
PLANE 1983, NEW MEXICO EAST ZONE
(3001).
3. VERTICAL DATUM: NAVD 1988
GENERAL SHEET NOTES
D4 C-301
D1 C-301
TYP
1. PROVIDE TENNIS BALL LAUNCHER WITH PAD,
BY 'SPINSHOT PLAYER' OR APPROVED EQUAL.
LAUNCHER SHALL PROVIDE THE FOLLOWING:
1) PHONE BASED REMOTE CONTROL, BOTH
ANDROID AND IPHONE COMPATIBLE.
2) ELECTRONICALLY ADJUSTABLE BALL
TRAJECTORY.
3) OSCILLATION PROGRAMMING, 6 PROGRAMS
MINIMUM.
4) POWER SUPPLY SHALL BE BOTH AC AND
BATTERY CAPABLE.
5) CONSTRUCTION WILL BE A WEATHER-PROOF
HOUSING.
POST CAP
10'-0" MAX
TENSION WIRE
2" G
A P
7' -0
" M
IN
1' -0
10'-0" MAX
3 12" Ø FENCE / GATE
POST (TYP)
CHAIN LINK FENCING
FINISH GRADE
CONCRETE FOOTING
3' -0
6"
3 STRAND
BARBED WIRE
1' -0
'-0
FENCE POST
#8 AWG SOLID
COPPER WIRE
ATTACH TO METAL
FENCE POST
WITH GROUND CLAMP
4" DIA COPPER-CLAD
STEEL GROUND ROD
MOLDED EXOTHERMIC
WELD OR APPROVED
CLAMP-TYPE FITTING
OF BRONZE
1' -0
1'-10" 7 1 2 "
4" LARGE FLANGE
STRUCTURAL BLIND
REVIT (TYP)
BARBED WIRE
STRAND (TYP) LOCKED PIN OR Z CUT
IN BARBWIRE ARM
(TYP)
1' -0
1'-6"6"
4" LARGE FLANGE
STRUCTURAL BLIND
REVIT (TYP)
BARBED WIRE
STRAND (TYP) LOCKED PIN OR Z CUT
IN BARBWIRE ARM
(TYP)
LINE POST CORNER POST
PLAN
ELEVATION
BRACE RAIL
BOLT & NUT
BRACE BAND
RAIL END w/ OFFSET
LUG
BRACE OR BOTTOM
RAIL
TENSION OR
FABRIC BAND
TENSION BARTENSION BAR
TRUSS ROD
TURNBUCKLE
CORNER OR END OR
GATE POST
PLAN - ROUND POST
16" (8mm) #
BOLT W/HEX NUT
BRACE OR BOTTOM
BRACE OR BOTTOM RAIL
RAIL END w/ OFFSET LUG
BRACE BAND
ROUND LINE POST
ELEVATION - ROUND POST
TRUSS ROD
PLAN - ROUND POST ELEVATION - ROUND POST
ELEVATION - ROUND POST
FENCE FABRIC
9-GAGE STEEL TIE WIRE
(15" O.C. MAX AND WITHIN
4" FROM TOP AND BOTTOM
OF FABRIC)
9-GAGE STEEL TIE WIRES
(2'-0" O.C. MAX)
FE
D
E R
A L
LA
W
E N
FO
R
C E
M E
N T
TR
A
IN
IN
G C
E N
TE
R
A R
TE
S
IA
B
O R
D E
R P
A
TR
O L
Y A
R D
Y
A R
D
TA
C
TI
C A
L A
W A
R E
N E
S S
T R
A
IN
IN
G
R A
N G
E S
E
21 3 4 5 6
D
C
B
A
21 3 4 5 6
E
D
C
B
A
INDEX: OF
C-501
FE
N
C E
D E
TA
IL
3-
-1
JM S
H
JM
TE
S
A
A
S
UB
M
IS
SI
ON
4/
2/
TD
C
0% S
UB
M
IS
SI
ON
5/
/1
TD
D
FI
NA
L
SU
BM
IS
SI
ON
7/
/1
TD
1. FABRIC: THE STANDARD FENCE FABRIC SHALL BE "ZINC" OR
ALUMINUM-COATED STEEL WIRE CHAIN LINK WITH MESH
OPENINGS NOT LARGER THAN TWO INCHES PER SIDE AND A
TWISTED AND BARBED SELVAGE AT TOP AND BOTTOM IN
ACCORDANCE WITH THE SPECIFICATIONS. UTILIZE 6-GAUGE
FOR BASE PERIMETER OR HEIGHTENED SECURITY ZONES.
2. FABRIC TIES: ONLY 12-GAUGE STEEL TIES SHALL BE USED
COATING OR PLATING WILL BE ELECTROLYTICALLY
COMPATIBLE WITH THE FENCE FABRIC TO INHIBIT
CORROSION.
3. REINFORCEMENT: TENSION WIRES SHALL BE INSTALLED
AND INTERWOVEN (OR AFFIXED WITH FABRIC TIES) ALONG
THE TOP & BOTTOM OF THE FENCE FOR STABILIZATION OF
THE FENCE FABRIC.
4. FENCE HEIGHT: CHAIN LINK FABRIC SHALL BE 7" HIGH WITH
AN ADDITIONAL 1' IN HEIGHT COMPOSED OF 3 STRANDS OF
BARBED WIRE AS REQUIRED. THE TOTAL FENCE HEIGHT
SHALL BE 8'.
5. GROUND CLEARANCE: BOTTOM OF THE FENCE FABRIC
SHALL BE WITHIN TWO INCHES OF FIRM SOIL.
6. TOP GUARDS: A TOP GUARD IS AN OVERHANG OF BARBED
WIRE ALONG THE TOP OF A FENCE. FACING OUTWARD
(AWAY FROM PROTECTED SITE) AND UPWARD AT
APPROXIMATELY 45° ANGLE TOP GUARD SUPPORTING ARMS
WILL BE PERMANENTLY AFFIXED TO THE TOP OF FENCE
POSTS TO INCREASE THE OVERALL HEIGHT OF THE FENCE
AT LEAST 1 FOOT. THREE STRANDS OF 12-GAUGE BARBED
WIRE, EQUALLY SPACED, SHALL BE INSTALLED ON THE
SUPPORTING ARMS.
7. FENCE POSTS: SHALL BE ASTM F1043 OR F1083 ROUND PIPE
AND SHALL BE GALVANIZED IN ACCORDANCE WITH THE
SPECIFICATIONS. FENCE POST SPACING AND SIZE
(DIAMETER) SHALL BE DETERMINED IN ACCORDANCE WITH
CHAIN LINK FENCE MANUFACTURERS INSTITUTE (WLG 2445).
SPACING SHALL NOT BE LESS THAN THAT SPECIFIED.
CHAIN LINK FENCING NOTES
16'-0" 0'-0'' 16'-0" 32'-0"
SCALE: 1/16"=1'-0''
C1 C-501
TYPICAL FENCING ELEVATION
SCALE: 1/16" = 1'-0"
A1 C-501
GROUNDING DETAIL
SCALE: NTS
TOP GRATECONCRETE WALL
5'-0"
REINFORCED
CONCRETE SLAB
ELEV = 3515.50
ELEV = 3513.25
ELEV = 3512.00
NEW 30" STORM DRAIN
CULVERT PIPE
@ S = 1%
LOW DRAIN PORT
3x9" DIAMETER
INCLINE ORIFICE
TOP GRATE
NEW 30" STORM DRAIN CULVERT
PIPE @ S = 1%, L ≈ 360'
INV. IN ELEV = 3512.0'
INV. OUT ELEV = 3508.2'
NEW CONCRETE SPILLWAY BOX
5' L x 5' W x 3.5' H
TOP ELEV = 3515.50'
BOTTOM ELEV = 3512.06"
INV. IN ELEV = 3512.0'
INCLINE ORIFICE
100'-0"
DETENTION
POND SLOPE
INV. ELEV = 3508'
NEW 36" Ø STORM DRAIN
CULVERT PIPE @ S=1%, L=100'
INV. IN ELEV = 3508'
INV. OUT ELEV = 3507'
NEW DROP INLET
5.5' Lx4.5' Wx4' H
TOP ELEV = 3512.0'
BOT. ELEV = 3508.0'
TOP GRATE
INV. ELEV = 3508.2'
30" STORM DRAIN CULVERT PIPE
INCOMING FROM SPILLWAY BOX
(FROM WEST DETENTION POND)
FE
D
E R
A L
LA
W
E N
FO
R
C E
M E
N T
TR
A
IN
IN
G C
E N
TE
R
A R
TE
S
IA
B
O R
D E
R P
A
TR
O L
Y A
R D
Y
A R
D
TA
C
TI
C A
L A
W A
R E
N E
S S
T R
A
IN
IN
G
R A
N G
E S
E
21 3 4 5 6
D
C
B
A
21 3 4 5 6
E
D
C
B
A
INDEX: OF
C-502
D R
A
IN
A G
E D
E
TA
IL
/1
K M
S H
JM
TE
S
A
A
S
UB
M
IS
SI
ON
4/
2/
TD
C
0% S
UB
M
IS
SI
ON
5/
/1
TD
D
FI
NA
L
SU
BM
IS
SI
ON
7/
/1
TD
NOTES
1. FIRST ROW OF THREE 9" DIAMETER REVERSE INCLINED ORIFICE
ON EACH 3 SIDES OF THE BOX WILL BE LOCATED WITH INVERT
ELEVATION AT 3512.0'
2. SECOND ROW OF THREE 9" DIAMETER REVERSE INCLINED
ORIFICE ON EACH 3 SIDES OF THE BOX WILL BE LOCATED WITH
THE INVERT ELEVATION AT 3513.25'.
3. THE REVERSE INCLINE PORTS ARE INCLUDED AS STORMWATER
QUALITY IMPROVEMENT FEATURES WHICH ENSURES THAT
FLOATABLE DEBRIS WILL NOT ENTER THE PRINCIPAL SPILLWAY
BOX. THESE WILL FUNCTION AS ORIFICE FLOW UNTIL SUBMERGED
WITHIN THE PRINCIPAL SPILLWAY BOX, AND THEN THE PORTS
WILL BE NON-FUNCTIONAL. THE PORTS ARE 9-INCH PIPES SET AT
A 45 DEGREE ANGLE WITH THE INSIDE OR UPPER PIPE INVERT
SET AT AN ELEVATION AT OR HIGHER THAN THE OUTSIDE OR
LOWER PIPE SOFFIT ELEVATION.
4. LOW DRAIN PORTS ARE LOCATED AT THE INVERT ELEVATION OF
THE SPILLWAY BOX WALL.
1' 0' 1' 2'
SCALE: 1''=1'
D1 C-101
CONCRETE SPILLWAY BOX ELEVATION
SCALE: 1"=1'-0"
B1 C-101
DETAIL CONCRETE SPILLWAY BOX
SCALE: 1"=1'-0"
D4 C-101
DROP INLET ELEVATION
SCALE: 1"=1'-0"
E R
A L
LA
W
E N
FO
R
C E
M E
N T
TR
A
IN
IN
G C
E N
TE
R
A R
TE
S
IA
B
O R
D E
R P
A
TR
O L
Y A
R D
Y
A R
D
TA
C
TI
C A
L A
W A
R E
N E
S S
T R
A
IN
IN
G
R A
N G
E S
E
21 3 4 5 6
D
C
B
A
21 3 4 5 6
E
D
C
B
A
INDEX: OF
C-601
B A
S E
LI
N
E
W O
R K
P O
IN
T
D A
TA
B
E R
M
E A
T
/1
JM R
W
JM
TE
S
A
A
S
UB
M
IS
SI
ON
4/
2/
TD
C
0% S
UB
M
IS
SI
ON
5/
/1
TD
D
FI
NA
L
SU
BM
IS
SI
ON
7/
/1
TD
BERM 5 EAST
SEGMENT NO LENGTH RADIUS BEG NORTHING BEG EASTING START STATION START ELEV END NORTHING END EASTING END STATION END ELEV
L1 904.95 679089.71 498648.17 0+00.00 3532 679967.68 498428.88 9+04.95 3532
S1 53.55 679967.68 498428.88 9+04.95 3532 680019.64 498415.91 9+58.50 3535
C1 35.34 22.5 680019.64 498415.91 9+58.50 3535 680046.92 498432.28 9+93.84 3535
L2 131.00 680046.92 498432.28 9+93.84 3535 680078.67 498559.39 11+24.84 3535
C2 35.34 22.5 680078.67 498559.39 11+24.84 3535 680062.29 498586.66 11+60.19 3535
S2 59.55 680062.29 498586.66 11+60.19 3535 680004.52 498601.09 12+19.73 3532
L3 422.20 680004.52 498601.09 12+19.73 3532 679594.90 498703.40 16+41.94 3532
S3 50.75 679594.90 498703.40 16+41.94 3532 679545.66 498715.69 16+92.69 3535
L4 67.50 679545.66 498715.69 16+92.69 3535 679480.17 498732.05 17+60.19 3535
S4 60.28 679480.17 498732.05 17+60.19 3535 679421.68 498746.66 18+20.47 3532
L5 298.22 679421.68 498746.66 18+20.47 3532 679132.36 498818.92 21+18.69 3532
BERM 6 EAST
SEGMENT NO LENGTH RADIUS BEG NORTHING BEG EASTING START STATION START ELEV END NORTHING END EASTING END STATION END ELEV
L1 301.40 679175.01 498989.68 0+00.00 3532 679467.43 498916.64 3+01.40 3532
S1 57.10 679467.43 498916.64 3+01.40 3532 679522.82 498902.81 3+58.50 3535
C1 35.34 22.50 679522.82 498902.81 3+58.50 3535 679539.20 498875.52 3+93.84 3535
L2 153.50 679539.20 498875.52 3+93.84 3535 679502.00 498726.60 17+37.69 3535
DETENTION PONDS
WORK POINT NO NORTHING EASTING
D1 679430.48 498356.82
D2 679770.05 498272.01
D3 679794.28 498369.03
D4 679454.72 498453.84
D5 679595.35 498790.81
D6 679789.39 498742.35
D7 679837.85 498936.39
D8 679643.81 498984.85
E R
A L
LA
W
E N
FO
R
C E
M E
N T
TR
A
IN
IN
G C
E N
TE
R
A R
TE
S
IA
B
O R
D E
R P
A
TR
O L
Y A
R D
Y
A R
D
TA
C
TI
C A
L A
W A
R E
N E
S S
T R
A
IN
IN
G
R A
N G
E S
E
21 3 4 5 6
D
C
B
A
21 3 4 5 6
E
D
C
B
A
INDEX: OF
C-602
B A
S E
LI
N
E
W O
R K
P O
IN
T
D A
TA
R
O A
D W
A Y
F
E N
C E
/1
JM D
C
JM
TE
S
A
A
S
UB
M
IS
SI
ON
4/
2/
TD
C
0% S
UB
M
IS
SI
ON
5/
/1
TD
D
FI
NA
L
SU
BM
IS
SI
ON
7/
/1
TD
ROADWAY
SEGMENT NO LENGTH RADIUS BEG NORTHING BEG EASTING START STA START ELEV END NORTHING END EASTING END STATION END ELEV PI NORTHING PI EASTING
C1 42.82' 56.00' 679950.64 498770.51 0+00 3522.90 679967.68 498732.36 0+42.82 3523.22 679951.49 498748.01 L1 180.53' 679967.68 498732.36 0+42.82 3523.22 680097.49 498606.90 2+23.36 3523.95 C2 61.26' 58.50' 680097.49 498606.90 2+23.36 3523.95 680113.60 498550.66 2+84.62 3524.18 680121.78 498583.42 L2 131.00' 680113.60 498550.66 2+84.62 3524.18 680081.85 498423.56 4+15.62 3524.65 C3 45.95' 58.50' 680081.85 498423.56 4+15.62 3524.65 680055.20 498387.58 4+61.56 3524.80 680075.98 498400.05 L3 76.67' 680055.20 498387.58 4+61.56 3524.80 679989.47 498348.12 5+38.23 3525.10 C4 59.12' 56.00' 679989.47 498348.12 5+38.23 3525.10 679962.31 498298.68 5+97.34 3525.35 679961.4800 498331.32
FENCE
W P NO NORTHING EASTING
F1 679969.20 498765.04
F2 680141.73 498597.29
F3 680089.62 498388.62
F4 679978.17 498310.14
E-001
LE
G
E N
D , S
C H
E D
U
LE
S
A N
D G
E N
E R
A L
N O
TE
S
GENERAL SHEET NOTES
LEGEND
UNDERGROUND CONTROL CONDUIT
EXISTING POWER PANEL - SURFACE
MOUNT
CONDUIT TURNING UP
CONDUIT TURNING DOWN
UNDERGROUND COMPRESSED AIR CONDUIT
PANEL 'R5P' SCHEDULE
120/240 V AC, 60 Hz, 1 PH, 3 WIRE, 100 A MAIN LUG ONLY, 10kAIC, NEMA 4X
EQUIPMENT SERVED
CKT BRKR kVA/PHASE
CKT
NO
CKT
NO
kVA/PHASE CKT BRKR
EQUIPMENT SERVED
TRIP POLE A B A B POLE TRIP
EXISITNG 20 1 1.0 01
7.1
2 40 TS-100LC
EXISTING 20 1 1.0 03 5.8
EXISTING 20 1 1.0 05
0.9
2 40 TS-200LC
SPARE 20 1 07 0.9
SPARE 20 1 09
0.9
2 40 TS-300LC
SPARE 20 1 11 0.9
SPARE 20 1 13 14 0.5 1 20 RECP - RANGE HOUSE TARGET CONTROLLER
SPARE 20 1 15 16 0.5 1 20 RECP - RANGE HOUSE TARGET CONTROLLER
SPARE 20 1 17 18 1 20 SPARE
SPARE 20 1 19 20 1 20 SPARE
SPARE 20 1 21 22 1 20 SPARE
SPARE 20 1 23 24 1 20 SPARE
2.0 1.0 9.4 8.1
TOTAL CONNECTED
kVA/PHASE
11.4 9.1
TOTAL CONNECTED kVA 20.5
PANEL 'TS5-100LC' SCHEDULE
120/240 V AC, 60 Hz, 1 PH, 3 WIRE, 60 A MAIN LUG ONLY, 10kAIC, NEMA 4X
EQUIPMENT SERVED
CKT BRKR kVA/PHASE
CKT
NO
CKT
NO
kVA/PHASE CKT BRKR
EQUIPMENT SERVED
TRIP POLE A B A B POLE TRIP
RECP - 100 YD TARGETS 20 1 1.0 01
2 20 SPARE
SPARE 20 1 0 03 0
SPARE 20 1 05
06 2 20 SPARE
SPARE 20 1 07
SPARE 20 1
09 10 2 20 SPARE
SPARE 20 1
1.0 0.0 0.0 0.0
TOTAL CONNECTED
kVA/PHASE
1.0 0.0
TOTAL CONNECTED kVA 1.0
PANEL 'TS5-200LC' SCHEDULE
120/240 V AC, 60 Hz, 1 PH, 3 WIRE, 60 A MAIN LUG ONLY, 10kAIC, NEMA 4X
EQUIPMENT SERVED
CKT BRKR kVA/PHASE
CKT
NO
CKT
NO
kVA/PHASE CKT BRKR
EQUIPMENT SERVED
TRIP POLE A B A B POLE TRIP
SPARE 20 2
01 02 2 20 SPARE
0 0
SPARE 20 2 05
06 1.0 1 20 RECP - 200YD TARGETS
08 1 20 SPARE
SPARE 20 2 09
10 1 20 SPARE
12 1 20 SPARE
0.0 0.0 1.0 0.0
TOTAL CONNECTED
kVA/PHASE
1.0 0.0
TOTAL CONNECTED kVA 1.0
PANEL 'TS5-300LC' SCHEDULE
120/240 V AC, 60 Hz, 1 PH, 3 WIRE, 60 A MAIN LUG ONLY, 10kAIC, NEMA 4X
EQUIPMENT SERVED
CKT BRKR kVA/PHASE
CKT
NO
CKT
NO
kVA/PHASE CKT BRKR
EQUIPMENT SERVED
TRIP POLE A B A B POLE TRIP
SPARE 20 2
01 02 2 20 SPARE
0 0
SPARE 20 2 05
06 1.0 1 20 RECP - 300YD TARGETS
08 1 20 SPARE
SPARE 20 2 09
10 1 20 SPARE
12 1 20 SPARE
0.0 0.0 1.0 0.0
TOTAL CONNECTED
kVA/PHASE
1.0 0.0
TOTAL CONNECTED kVA 1.0
A
20A, 125V, 2P, 3W, NEMA 5-20R RECEPTACLE
IN WEATHERPROOF BOX AND GASKETED
COVER
1. CONTRACTOR SHALL PROVIDE BRANCH CIRCUIT WIRING TO
ALL ITEMS THAT REQUIRE ELECTRICAL CONNECTIONS.
WHERE BRANCH CIRCUIT WIRING IS NOT SHOWN,
CONTRACTOR SHALL CONNECT ITEMS TO CIRCUITS
INDICATED. EXACT ROUTING OF CONDUITS AND WIRING
SHALL BE DETERMINED BY THE CONTRACTOR IN
ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND
AS RESTRICTED BY THE ROOM SCHEDULE ON THE DRAWING.
FEEDER CONDUIT AND WIRE SIZES SHALL BE AS INDICATED
ON THE SINGLE LINE DIAGRAMS.
2. ALL CONTROL HOUSE INTERIOR RACEWAY ROUTING AND
DEVICE MOUNTING SHALL BE EXPOSED.
3. CONTRACTOR SHALL USE ONLY THOSE WIRING METHODS
ALLOWED IN THE SPECIFICATIONS.
4. A MAXIMUM OF 3 CIRCUITS SHALL BE RUN IN ONE CONDUIT.
CIRCUITS MUST BE ON SEPARATE PHASES. NO SHARED
NEUTRALS SHALL BE ALLOWED.
5. MINIMUM WIRE SIZE SHALL BE #12 AWG, MINIMUM CONDUIT
SIZE SHALL BE 3/4".
6. ALL WORK SHALL STRICTLY COMPLY WITH THE CURRENT
EDITION OF THE NATIONAL ELECTRICAL CODE.
7. DRAWINGS ARE DIAGRAMMATIC. CONTRACTOR SHALL FIELD
SURVEY ALL DIMENSIONS AND EXISTING CONDITIONS
BEFORE PROCEEDING WITH NEW WORK. REPORT ALL
DISCREPANCIES TO CONTRACTING OFFICER.
8. CONTRACTOR SHALL COORDINATE NEW WORK WITH
EXISTING WORK AND OTHER TRADES TO AVOID
INTERFERENCES.
9. LOCATION OF NEW EQUIPMENT IS APPROXIMATE AND SHALL
BE COORDINATED IN FIELD WITH INTERFERENCES. MAINTAIN
PROPER CLEARANCES IN AVAILABLE SPACE AS REQUIRED BY
NATIONAL ELECTRICAL CODE.
10. LOCATIONS AND MOUNTING HEIGHTS OF EQUIPMENT ARE
APPROXIMATE. EXACT LOCATIONS SHALL BE COORDINATED
IN FIELD WITH CONTRACTING OFFICER.
11. ELECTRICAL EQUIPMENT LOCATIONS AND RACEWAY
ROUTINGS ARE SHOWN DIAGRAMMATICALLY AND ARE
INTENDED TO CONVEY SCOPE AND GENERAL ARRANGEMENT
ONLY. COORDINATE INSTALLATION OF ELECTRICAL
EQUIPMENT AND RACEWAYS WITH EXISTING SITE AND
UTILITIES IN FIELD.
12. ALL LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHOWN ON PLANS HAVE BEEN DEVELOPED FROM EXISTING
RECORD DRAWINGS AND/OR GROUND EXAMINATION OF THE
SITE. CONTRACTOR SHALL VERIFY HORIZONTAL AND
VERTICAL LOCATIONS OF ALL EXISTING UNDERGROUND
UTILITIES PRIOR TO START OF CONSTRUCTION. COORDINATE
INSTALLATION OF ELECTRICAL WORK TO AVOID
INTERFERENCES. HAND DIG IN LOCATIONS ADJACENT TO
EXISTING UTILITIES.
13. COORDINATE THE LOCATION OF THE RANGE CONTROL
SYSTEM, FIBER RACK, PA SYSTEM, AND ALL OTHER
EQUIPMENT IN EACH ELEVATED RANGE CONTROL HOUSE
WITH GOVERNMENT.
H
HANDHOLE - POLYMER COMPOSITE
CA CA CA
C C C C
HOMERUN TO PANEL - DENOTES 1"C. WITH
3#12&1#12G UNLESS OTHERWISE NOTED.
POWER PANEL IN NEMA 4X ENCLOSURE -
SURFACE MOUNT
E
21 3 4 5 6
D
C
B
A
21 3 4 5 6
E
D
C
B
A
PANEL 'TS6-100LC' SCHEDULE
120/240 V AC, 60 Hz, 1 PH, 3 WIRE, 60 A MAIN LUG ONLY, 10kAIC, NEMA 4X
EQUIPMENT SERVED
CKT BRKR kVA/PHASE
CKT
NO
CKT
NO
kVA/PHASE CKT BRKR
EQUIPMENT SERVED
TRIP POLE A B A B POLE TRIP
RECPS - 100 YD TARGETS 20 1 1.0 01
2 20 SPARE
SPARE 20 1 0 03 0
SPARE 20 1 05
06 2 20 SPARE
SPARE 20 1 07
SPARE 20 1
09 10 2 20 SPARE
SPARE 20 1
1.0 0.0 0.0 0.0
TOTAL CONNECTED
kVA/PHASE
1.0 0.0
TOTAL CONNECTED kVA 1.0
EXISTING LOAD CENTER 'RANGE 6' SCHEDULE
120/240 V AC, 60 Hz, 1 PH, 3 WIRE, 100 A MAIN LUG ONLY, 10kAIC
EQUIPMENT SERVED
CKT BRKR kVA/PHASE
CKT
NO
CKT
NO
kVA/PHASE CKT BRKR
EQUIPMENT SERVED
TRIP POLE A B A B POLE TRIP
TENNIS BALL LAUNCHER 20 1 1.0 01
1.0
2 40 LOAD CENTER 'TS6-100C'
EXISTING 20 1 0.5 03 1.0
EXISTING 20 1 0.5 05 06 0.5 1 20
RECPS - CONTROL HOUSE (PA SYS)
EXISTING 20 1 0.5 07 08 0.5 1 20
RECPS - CONTROL HOUSE (RCS)
1.5 1.0 1.5 1.5
TOTAL CONNECTED
kVA/PHASE
3.0 2.5
TOTAL CONNECTED kVA 5.5
UNDERGROUND DATA CONDUIT
D D D D
UNDERGROUND ELECTRICAL CONDUIT
E E E E
PROVIDE CIRCUIT BREAKER IN EXISTING SPACE.
CIRCUIT BREAKER SHALL MATCH MANUFACTURER
AND AIC RATING. PANEL IS SQD QO LOAD CENTER,
10kAIC.
WAP
WIRELESS ACCESS POINT DEVICE - MOUNT
6'-0" AFG ON 2 1/4"X16 GAUGE ROUND
GALVANIZED STEEL POST, EMBEDDED
INTO 12"DIA X 2'-6" CONCRETE
FOUNDATION. EXTEND 3/4" CONDUIT WITH
CAT-6 CABLE FROM FIBER ENCLOSURE TO
POST AND EXTEND VERTICALLY UP POST
TO DEVICE.
O
O
O
O
O
O
O
O
O
O
O
O
H
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
D
D
D
D
D
D
D
D
D
D
D
D
E
H
E
E
E
E
D
H
D
D
D
D
D
H
H
H
H
T
E
D
E
E
E
C
C
C
C
C
C
C
A
C
A
C
A
C
A
C
A
C
A
C
C
A
C
C
C
A
C
A
C
C
C
A
C
A
C
C
A
C
C
A
C
C
C
A
C
A
WAP
WAP
WAP
WAP
WAP
WAP
WAP
E
E
C
A
C
A
C
A
C
A
C
C
C
C
C
C
A
H
H
H
H
H
H
H
H
H
H
H
H
WAP
D
D
D
D
D
D
D
D
D
E-101
E
LE
C
TR
IC
A
L S
IT
E
P
LA
N
E-101
GENERAL SHEET NOTES
E
21 3 4 5 6
D
C
B
A
21 3 4 5 6
E
D
C
B
A
TS5-100LC-1
NEMA 4X FIBER OPTIC
DATA ENCLOSURE '100-A'
E
E
E
E
E
E
E
E
E
E
E
E
E
E
D
D
D
D
D
D
D
D
D
D
D
D
C
C
C
C
C
C
C
C
C
CA
CA
CA
CA
CA
CA
CA
CA
CA
C
C
C
C
C
CA
CA
CA
CA
CA
PANEL 'TS5-100LC'
A
H
H
D
2#12&1#12G - 1"CND
12-STRAND SINGLE
MODE OSP FIBER -2"CND
TO 200A
6"X6" GALVANIZED
STEEL NEMA 3R
TROUGH
3#8&1#8G - 2"CND
12-STRAND SINGLE MODE
OSPFIBER IN 2"CND
6"X6" GALVANIZED
STEEL NEMA 3R
TROUGH
E
E
E
E
E
E
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
TO WAPS
CAT-6 CABLES - 1"CND
H
H
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
2-3" CND COMPRESSOR AIR
2-3"CND CONTROLS
2 (3#8&1#8G - 2"CND)
D
D
D
D
D
D
D
TO WAP
TO WAP
C
2 (12-STRAND SINGLE MODE
OSPFIBER IN 2"CND)
3 (3#8&1#8G - 2"CND)
3-3" CND COMPRESSED AIR
3-3"CND
CONTROLS
2 (CAT-6 CABLES - 1"CND
TS5-300LC-6
2#12&1#12G - 1"CND
3#8&1#8G - 2"CND
C
C
C
C
C
C
C
C
C
CA
CA
CA
CA
CA
CA
CA
CA
CA
CA
PANEL 'TS5-300LC'
A
E
E
E
E
E
E
E
E
E
H
E
E
E
E
E
E
E
E
E
E
2-2" DIRECT BURIED PVC
CND BETWEEN
EMPLACEMENT WALLS
6"X6" GALVANIZED STEEL
NEMA 3R TROUGH
6"X6" GALVANIZED
STEEL NEMA 3R
TROUGH
E
E
E
E
E
E
H
H
1-3" CND COMPRESSOR AIR
1-3"CND CONTROLS
C
E
E
E
E
E
E
E
E
E
E
E
C
C
C
C
C
C
C
C
C
PANEL 'TS5-200LC'
NEMA 4X FIBER OPTIC
DATA ENCLOSURE '200-A'
12-STRAND SINGLE MODE
OSP FIBER - 2"CND
E
E
E
E
D
D
D
D
D
D
D
D
D
A
TS5-200LC-6
H
H
CA
CA
CA
CA
CA
CA
CA
CA
C
C
C
C
C
CA
CA
CA
CA
CA
E
E
E
E
E
E
E
E
E
E
2-2" DIRECT BURIED PVC
CND BETWEEN
EMPLACEMENT WALLS
2#12&1#12G - 1"CND
6"X6" GALVANIZED
STEEL NEMA 3R
TROUGH
3#8&1#8G - 2"CND
6"X6" GALVANIZED
STEEL NEMA 3R
TROUGH
D
D
D
D
D
D
D
D
D
D
D
D
D
E
E
E
E
E
E
D
D
D
D
D
D
D
D
D
D
D
D
TO WAP
CAT-6 - 1"CND
H
H
1-3" CND COMPRESSOR AIR
1-3"CND CONTROLS
3#8&1#8G - 2"CND
2 (3#8&1#8G - 2"CND)
2-3"CND
CONTROLS
2-3" CND
COMPRESSOR AIR
E-401
E N
LA
R
G E
D P
LA
N
S
TA
R
G E
T E
M P
LA
C
E M
E N
T
GENERAL SHEET NOTES
E
21 3 4 5 6
D
C
B
A
21 3 4 5 6
E
D
C
B
A
E-401
E-401
E-401
CA
CA
CA
CA
CA
CA
CA
CA
C
C
C
C
C
C
C
C
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
E
E
E
E
E
H
H
E
E
E
E
E
E
E
D
D
D
D
D
D
D
TS6-100LC-1
A
PANEL 'TS6-100LC'
POLE MOUNTED
SPEAKER (TYPICAL OF 5)
D
D
E
E
E
E
E
E
E
E
E
D
D
D
D
D
D
D
D
D
D
D
D
E
E
E
E
D
D
D
D
D
D
D
D
E
E
E
E
E
E
E
2#10&1#10G - 1"CND
3#8&1#8G - 2"CND
1-3"CND
COMPRESSED AIR
1-3"CND
CONTROLS
2/C#16 - 2"CND
12-STRAND
SINGLE MODE OSP
FIBER - 2"CND
NEMA 4X FIBER OPTIC
DATA ENCLOSURE '200-A'
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
12-STRAND
SINGLE MODE OSP
FIBER - 2"CND
D
D
D
D
TO WAP
CAT-6 CABLES - 1"CND
D
D
D
D
(2#10&1#10G AND
3#8&1#8G) - 2"CND
D
D
D
D
D
D
D
D
D
D
D
D
D
D
2/C#12-2"C
AIR COMPRESSOR (5 HP)
ON CONCRETE FOUNDATION
CA
CA
CA
CA
CA
CA
CA
CA
CA
CA
600V/30A/3P
IN NEMA 3R
ENCLOSURE
STEEL CHANNEL SUPPORT
RACK WITH REGULATORS.
STUB CONDUIT(S) UP AT
COMPRESSED AIR
MANIFOLD LOCATION.
CA
CA
CA
CA
CA
CA
CA
CA
CA
CA
CA
CA
CA
CA
C
C
C
C
C
C
C
C
C
C
C
C
C
C
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
EXISTING RANGE 6 LOAD CENTER
EXISTING ELEVATED
RANGE CONTROL HOUSE
3 4
TO RANGE 6 100YD
TARGETS
TO RANGE 6 100YD
TARGETS
1-3"CND
COMPRESSED AIR
1-3"CND
CONTROLS
H
H
H
H
(2#10&1#10G AND
3#8&1#8G) - 2"CND
12-STRAND
SINGLE MODE OSP
FIBER - 2"CND
W
A
P
D
D
D
D
D
D
D
D
D
CAT-6 CABLES - 1"CND
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
2/C#12-2"C
2/C#12-2"C
(2#10&1#10G AND
3#8&1#8G) - 2"CND
E-402
E N
LA
R
G E
D P
LA
N
S
R A
N G
E
GENERAL SHEET NOTES
E
21 3 4 5 6
D
C
B
A
21 3 4 5 6
E
D
C
B
A
E-402
E-402
SHEET KEY NOTES
E
21 3 4 5 6
D
C
B
A
21 3 4 5 6
E
D
C
B
A
E-501
E
LE
C
TR
IC
A
L D
E
TA
IL
S
A N
D W
IR
IN
G D
IA
G
R A
M
E
21 3 4 5 6
D
C
B
A
21 3 4 5 6
E
D
C
B
A
E-502
E
LE
C
TR
IC
A
L D
E
TA
IL
S
A N
D W
IR
IN
G D
IA
G
R A
M
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