W912QR22R0054_Plans-0000.pdf
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- Solicitation number
- W912QR22R0054
About this file
This document outlines a federal contract opportunity for renovation of the Physical Fitness Center at Fort Buchanan, Puerto Rico. The solicitation is seeking proposals for renovations to the fitness center with an estimated price range between $5,000,000 and $10,000,000 to be awarded by the Department of the Army Corps of Engineers Engineering District Louisville. The project requires compliance with HUBZone small business set-aside regulations, requesting at least 10% of the price be allocated for HUBZone businesses. Offerors must register with the System for Award Management to comply with Central Contractor Registration and Online Representations and Certifications Application requirements. Technical questions should be submitted through the Bidder Inquiry system on ProjNet.
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W
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ARIMS: 200A Disposition: Maintain for 15 yrs. after construction
XX May 2022
W912QR22R0054
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M-702 CONTROLS
M-703 CONTROLS
M-704 CONTROLS
M-705 CONTROLS
M-706 CONTROLS
M-707 CONTROLS
M-708 CONTROLS
M-709 CONTROLS
M-710 CONTROLS
M-711 CONTROLS
ELECTRICAL
E-001 ELECTRICAL LEGEND
E-002 ELECTRICAL GENERAL NOTES
E-003 ELECTRICAL ABBREVIATIONS
EDL111 DEMOLITION LIGHTING PLAN - AREA 1
EDL112 DEMOLITION LIGHTING PLAN - AREA 2
EDP111 DEMOLITION POWER/COMM PLAN - AREA 1
EDP112 DEMOLITION POWER/COMM PLAN - AREA 2
EL111 LIGHTING PLAN - AREA 1
EL112 LIGHTING PLAN - AREA 2
EL501 LIGHTING DETAILS
EL701 LIGHTING FIXTURE SCHEDULE
EP111 POWER PLAN - AREA 1
EP112 POWER PLAN - AREA 2
EP151 HVAC POWER PLAN - AREA 1
EP152 HVAC POWER PLAN - AREA 2
EP410 ENLARGED FLOOR PLANS
EP501 POWER DETAILS
EP601 POWER ONE LINE DIAGRAM
EP602 GROUNDING ONE-LINE DIAGRAM
EP701 PANEL SCHEDULES
EP702 PANEL SCHEDULES
TELECOMMUNICATIONS
T-001 COMMUNICATIONS LEGEND AND GENERAL NOTES
T-002 COMMUNICATIONS ABBREVIATIONS
T-111 COMMUNICATIONS PLAN - AREA 1
T-112 COMMUNICATIONS PLAN - AREA 2
T-501 COMMUNICATIONS DETAILS
T-601 COMMUNICATIONS CABINET ELEVATION
DRAWING INDEX
E SHEET NAME
A-520 LOUVER TYPES AND DETAILS
A-530 TRANSLUCENT PANEL TYPES AND DETAILS
A-540 WALL TYPES
A-541 WALL DETAILS
A-542 WALL DETAILS
A-560 ROOF DETAILS
A-570 CEILING DETAILS
A-580 MISCELLANEOUS DETAILS
A-600 DOOR SCHEDULE
A-610 FINISH SCHEDULE
A-611 FINISH KEYS AND NOTES
A-620 SIGNAGE SCHEDULE
A-621 SIGNAGE DETAILS
INTERIORS
I-001 FF&E LEGEND
I-110 COMPOSITE FURNITURE PLAN
I-111 PARTIAL FURNITURE PLAN
I-112 PARTIAL FURNITURE PLAN
LIFE SAFETY
F-001 ABBREVIATIONS, LEGEND AND CODE ANALYSIS
FD101 FIRE PROTECTION DEMOLITION PLAN
FD102 FIRE ALARM DEMOLITION PLAN
F-100 CODE COMPLIANCE SITE PLAN
F-101 LIFE SAFETY PLAN
FIRE PROTECTION
FX001 ABBREVIATIONS, LEGEND AND GENERAL NOTES
FX101 FIRE PROTECTION PLAN
FX501 DETAILS
FIRE ALARM
FA001 ABBREVIATIONS, LEGEND AND GENERAL NOTES
FA101 FIRE ALARM PLAN
FA501 DETAILS
FA601 MATRIX & RISER DIAGRAM
PLUMBING
P-001 PLUMBING ABBREVIATIONS, LEGEND AND GENERAL NOTES
PD101 PLUMBING DEMOLITION PLAN - AREA 1
PD102 PLUMBING DEMOLITION PLAN - AREA 2
PP101 UNDERGROUND SANITARY PLAN - AREA 1
PP102 UNDERGROUND SANITARY PLAN - AREA 2
PP111 SANITARY PLAN - AREA 1
PP112 SANITARY PLAN - AREA 2
PP113 WATER PLAN - AREA 1
PP114 WATER PLAN - AREA 2
P-401 ENLARGED PLANS
P-402 ENLARGED PLANS
P-403 ENLARGED PLANS
P-404 ENLARGED PLANS
P-501 DETAILS
P-502 DETAILS
P-601 SCHEDULES
P-900 RISER DIAGRAMS
P-910 RISER DIAGRAMS
MECHANICAL
M-001 ABBREVIATIONS, LEGEND AND GENERAL NOTES
MD110 DEMOLITION PLAN - COMPOSITE
MD111 DEMOLITION PLAN - AREA 1
MD112 DEMOLITION PLAN - AREA 2
MH110 DUCTWORK PLAN - COMPOSITE
MH111 DUCTWORK PLAN - AREA 1
MH112 DUCTWORK PLAN - AREA 2
MP110 PIPING PLAN - COMPOSITE
MP111 PIPING PLAN - AREA 1
MP112 PIPING PLAN - AREA 2
M-301 SECTIONS
M-401 ENLARGED PLANS
M-501 DETAILS
M-502 DETAILS
M-503 DETAILS
M-504 DETAILS
M-505 DETAILS
M-506 DETAILS
M-601 SCHEDULES
M-602 SCHEDULES
M-603 SCHEDULES
M-604 SCHEDULES
DRAWING INDEX
E SHEET NAME
GENERAL
G-001 COVER SHEET
G-002 DRAWING INDEX
G-201 LOCATION MAP
CIVIL
V-101 SITE SURVEY
C-101 SITE PLAN
C-501 SIDEWALK DETAILS
C-510 TEMPORARY FENCE DETAILS
C-520 UTILITY DETAILS
ELECTRICAL
ES001 SITE ELECTRICAL LEGEND
ES101 SITE ELECTRICAL PLAN
TELECOMMUNICATIONS
TS001 SITE COMMUNICATIONS LEGEND
TS101 SITE COMMUNICATIONS PLAN
TS501 SITE COMMUNICATIONS DETAILS
STRUCTURAL
S-001 GENERAL NOTES, DESIGN CRITERIA AND ABBREVIATIONS
S-002 GENERAL NOTES, DESIGN CRITERIA AND ABBREVIATIONS
S-003 WIND LOADS
S-004 WIND LOADS
SD111 DEMO FOUNDATION/FLOOR SLAB PLAN - AREA 1
SD112 DEMO FOUNDATION/FLOOR SLAB PLAN - AREA 2
SD132 DEMO ROOF FRAMING PLAN - AREA 2
S-111 FOUNDATION/FLOOR SLAB PLAN - AREA 1
S-112 FOUNDATION/FLOOR SLAB PLAN - AREA 2
S-131 ROOF FRAMING PLAN - AREA 1
S-132 ROOF FRAMING PLAN - AREA 2
S-301 TYPICAL FOUNDATION DETAILS
S-361 FRAMING SECTIONS
S-362 FRAMING SECTIONS
ARCHITECTURE
A-001 LEGEND SHEET
AD110 COMPOSITE DEMOLITION FLOOR PLAN
AD111 ENLARGED DEMOLITION FLOOR PLAN
AD112 ENLARGED DEMOLITION FLOOR PLAN
AD120 PHOTO REFERENCES - EXTERIOR AND ROOF
AD130 DEMOLITION ROOF PLAN
AD200 EXTERIOR DEMOLITION ELEVATIONS
AD201 EXTERIOR DEMOLITION ELEVATIONS
AD400 ENLARGED RESTROOM DEMOLITION FLOOR PLANS
AD401 ENLARGED RESTROOM DEMOLITION FLOOR PLAN
AD480 EXISTING INTERIOR ELEVATIONS
A-110 COMPOSITE FLOOR PLAN - NEW WORK
A-111D PARTIAL DIMENSION FLOOR PLAN
A-111N PARTIAL NOTE FLOOR PLAN
A-112D PARTIAL DIMENSION FLOOR PLAN
A-112N PARTIAL NOTE FLOOR PLAN
A-130 COMPOSITE ROOF PLAN
A-140 COMPOSITE REFLECTED CEILING PLAN
A-141 PARTIAL REFLECTED CEILING PLAN
A-142 PARTIAL REFLECTED CEILING PLAN
A-181 PARTIAL SIGNAGE PLAN
A-182 PARTIAL SIGNAGE PLAN
A-200 BUILDING ELEVATIONS
A-201 BUILDING ELEVATIONS
A-301 BUILDING SECTIONS
A-310 WALL SECTIONS
A-311 WALL SECTIONS
A-312 WALL SECTIONS
A-400 ENLARGED RESTROOM FLOOR PLAN - DIMENSION
A-401 ENLARGED RESTROOM FLOOR PLAN - NOTED
A-410 RESTROOM ELEVATIONS
A-411 RESTROOM ELEVATIONS
A-412 RESTROOM ELEVATIONS
A-413 TYPICAL RESTROOM MOUNTING HEIGHTS
A-414 RESTROOM DETAILS
A-420 ENLARGED BREAKROOM PLANS AND ELEVATIONS
A-421 OFFICE/RECEPTION ELEVATIONS
A-422 CASEWORK SECTIONS
A-432 BASKETBALL COURT - STRIPING
A-433 VOLLEYBALL COURT - STRIPING
A-480 ENLARGED INTERIOR ELEVATIONS
A-500 DOOR TYPES AND DETAILS
A-501 DOOR DETAILS
A-510 WINDOW TYPES AND DETAILS
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ARIMS: 200A Disposition: Maintain for 15 yrs. after construction
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PN566
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PN152
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Headwall
IE: 59.97
Pipe
18" Ø Corrugated
62.71
62.72
62.72
S id e w a lk
62.
62.81
IE: 62.82
Headwall
.8
.86
62.88
.88
62.91
62.92
62.92
62.98
62.99
63.12
.14
IE: 63.15
15" Ø CP
.1
63.21
63.27
IE: 63.28
TE:63.94
PVC Pipe
63.32
.3
63.34
8" Ø CP
W / Debris
Pipe Fill
.45
63.47
63.
63.49
Area
Green
63.52
.5
Ø C
P
63.
63.60
63.66
63.
63.72
63.72
63.7463.77
63.78
63.78
.7
63.81
63.
63.91
Sidewalk
63.95
64.01
64.06
64.07
.1
64.
64.13
64.
64.15
.1
6" Ø PVC Pipe
.19
.2
CO
64.24
64.26
Indicator Post
Fire Main
Tr ac k
64.35
64.37
64.39
.43
64.44
.48
64.49
64.
64.51
.52
64.53
64.
.57
64.61
S id e w a lk
.65
64.
.7
.7
.7
CO
CO
Area
Green
.7
C y c lo n e F e n c e
.7
S id e w a lk6 .7
.7
64.81
.8
Area
Green
64.86
CO
64.88
Valves
Fire Sprinkles
Transformer Stair
Roof
Handrail
CO
.9
.9
64.98
S id e w a lk
Si de w al k
65.00
S id e w a lk
.0
.0
.0
65.03
Area
Green
CO
65.06
IE: 64.03
8" Ø PVC Pipe
Roof Drain
65.15
.1
65.
.1
65.22
65.22
65.22
65.
65.25
.2
65.28
65.29
65.37
65.45
65.59
CO
IE: 61.87
TE: 65.62
Catch Basin
.6
65.67
65.71
65.71
65.72
.7
65.73
65.75
.8
65.8
66.00
Cyclon e Fenc e
Ø C
P
66.07
66.08 66.08
66.09
66.11
66.13
66.16
66.18
66.22
66.24
66.24
.26
Sign
Stop
IE: 66.31
Headwall
66.35
.3
66.36
.3
66.39
Maximum 10 M.P.H. Sign
When Passing Troops
Speed Limit 25 M.P.H.
66.47
66.52
66.68
15" Ø C
P
Sign
& Constitution Ave.
Patriot Blvd.
66.79
Foundation
Transformer
Switch
Transfer
Braker
Main
66.9
66.95
66.96
66.99
67.03
67.07
67.12
67.12
67.15
67.21
67.25
67.25
67.34
67.37
Area
Green
67.44
67.48
67.50
67.51
67.51
S w a le
" Ø C
P (H a lf S e c tio n
67.58
Sidewalk
67.60
.64
PPC
67.7067.73
67.75
.7
.81
67.86
68.07
68.10
68.10
68.11
68.20
68.20
.2
68.22
68.27
68.28
68.28
Area
Green
68.36
.3
68.
38Slab
Concrete
.3
68.40
.4
68.42
68.42
68.43
68.43
68.44
68.
.4
68.
68.57
68.
68.58
IE: 64.62
TE: 68.57
Catch Basin
68.61
68.62
68.64
.65
68.68
68.69
68.70
Sidewalk
68.72
68.72
S id e w a lk
68.72
.74
68.75
S w a le
P
68.85
68.86
68.92
68.93
Sla bCo nc ret e
CO
.9
68.97
IE: 63.93
TE: 69.00
Strm MH
.0
69.00
.0
69.02
69.03
69.05
69.06
.0
.0
.1
69.11
69.14
12" Ø CP
A/C Piping
A/C
.1
69.16 69.17
B
PATRIOT BLVD.
69.23
.2
S id e w a lk
69.24
B69.25
69.25
P with Transformer
PPC
69.27
69.28
S id e w a lk
B
69.29
69.30
Sidewalk
Sign
Crossing
Pedestrian
.3
69.35
69.36
IE: 63.03
TE: 69.35
SMH
69.36
IE: 66.63
TE: 69.36
Catch Basin
69.37
69.37
CO
.3
69.38
69.39
69.43
AbandonedSidewalk 69.51
69.52
CO
69.55
.5
.5
69.55
WM
6" Ø PVC Pipe
Sidewalk
69.61
69.61
69.62
69.63
.6
Sidewalk
P
Concrete Wall
69.69
69.69
.6
69.69
69.69
69.70
69.72
69.72
.7
69.76
A/C Piping
69.76
69.81
P
69.85
69.88
69.88
.8
Sign Parking
ADA
.9
Sign Parking
ADA
69.92
A /C P ip in g
.9
A/C Units
69.97
69.97
69.97
69.97
Slab
Concrete
IE: 65.87
TE: 70.06
SMH
69.99
69.99
Sign
Pole
Empty
70.08
CO
Sign Garrison Commander
Reserve Parking
70.12
.1
70.16
6" Ø P
V C P ipe
70.21
70.21
.2
70.26
Green Area
Sidewalk
Bins Area
Garbage
IE: 66.89
TE: 70.30
SMH
70.30
6" Ø PVC Pipe
70.32 70.33
70.34
70.34
70.35
70.37
Sidewalk
70.42
.4
70.46
70.49
70.54
70.57
70.57
Sign
Center #167
Physical Fitness
70.67
.7
70.7270.74
70.7570.75
70.76
70.77
70.80
70.84
70.91
70.93
Sign
Crossing
Pedestrian
.9
70.99 71.04
USACE MONUMENT
G18669-1
71.09
71.09
71.14
71.21
71.22
71.32
.3
71.36
71.38
71.64
71.64
71.67
71.69
71.76
71.79
Area
Green
Sidewalk
72.00
.5
G a te
A/ C
A/C
L W
.5
L W
.8
C O
M M
(Concrete Bldg.)
FFE: 65.03
Center Annex #170
Physical Fitness
Roberto E. Clemente Walker
C O
M M
COMM
LW= 76.75
CPW
LW
= 80.00
C O
M M
L W
.1
LW= 83.41
w/ Transformer
PPC
COMM
LW= 85.15
COMM
LW= 85.50
COMM
L W
.5
LW
= 89.09
C O
M M
C O
M M
COMM
(2 Story Concrete Bldg.)
FFE: 69.98
Center #167
Physical Fitness
Sidewalk
GRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
N
GEOGRAPHIC COORDINATE DATA
HORIZONTAL DATUM:
NAD83 (NA2011) Epoch 2010.00 IN US FEET
VERTICAL DATUM: PUERTO RICO
VERTICAL DATUM 02 (GEOID12b)
COORDINATES SHOWN IN FORMAT OF
EASTING, NORTHING AND ELEVATION.
V-101
.H
A G
G A
U R
R Y
J .L
O C
K
USCOE Monument 44.711 768174.985866605.819PRFB-2
USCOE Monument 59.337 766030.954866822.836G18669-2
USCOE Monument 71.056 766857.979866576.396G18669-1
DESCRIPTIONNORTHING (FT) EASTING (FT) ELEV.(FT)MONUMENTS
HORIZONTAL & VERTICAL CONTROL
VERTICAL DATUM: PUERTO RICO VERTICAL DATUM 02 (GEOID12b)
HORIZONTAL DATUM: NAD83 (NA2011) Epoch 2010.00 IN US FEET
THE GENERAL CONDITIONS AT THAT TIME.
MADE ON THE DATES INDICATED ABOVE AND CAN ONLY BE CONSIDERED AS INDICATING
5. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS
OF JUNE 15, 2021 TO JUNE 25, 2021.
4. THE SURVEY DATA DEPICTED ON THIS MAP WAS OBTAINED DURING THE PERIOD
3. ALL AZIMUTHS ARE GRID: RECKONED CLOCKWISE FROM SOUTH.
AMERICAN DATUM OF 1983 (NAD83 2011 EPOCH 2010.00) IN US FEET.
PUERTO RICO AND THE U.S. VIRGIN ISLAND, AND ARE REFERENCED TO THE NORTH
2. ALL BEARINGS AND COORDINATES ARE BASED ON THE LAMBERT PROJECTION FOR
1. REFER TO SURVEY NO. 21-700.
SURVEY NOTES
DATE:
JAVIER O. ESCOBALES MEDINA
OF THE EXISTING CONDITION AT THE TIME OF THE SURVEY.
ABOVE BEARING AND DISTANCES HEREON DRAWN ARE TRUE REPRESENTATION
EXERCISE HIS PROFESSION IN PUERTO RICO DOES HEREBY CERTIFY THAT THE
THE UNDERSIGNED, REGISTERED SURVEYOR LICENSE NO. 22651 AUTHORIZED TO
SURVEYOR’S CERTIFICATE
ROAD / DRIVE WITH
GUTTER
HORIZONTAL & VERTICAL
CONTROL POINT BY GPS
LEGEND:
CONCRETE SLAB
WATER VALVE
WATER VALVES
SEALED
FIRE HYDRANT
WATER METER
LIGHT POLE
ELECTRIC PULL BOX
ELECTRIC BOX
CLEAN OUT
BOLLARDS
STOMP
B
P
E
CO
PPC
POWER POLE
CONCRETE
WM
PPW
POWER POLE
WOODEN
S
IT
E S
U R
V E
Y
SR
C
JD
L
S D
H
W
2Q R
R
_P la ns -0
PPW
56.90
Area
Green
Area
Green
Area
Green
56.96
57.04
57.10
57.37
57.41
IE: 55.56
TE: 57.49
Catch Basin
24" Ø CPArea
Green
" Ø C
P
57.
57.83
57.85
57.92
IE: 56.38
TE: 57.96
Catch Basin
57.95
58.03
58.10
58.15
58.18
58.
58.20
58.23
58.30
58.38
58.43
58.46
58.51
58.51
58.52 58.59
58.62
58.66
Concrete Swale
IE: 58.52
24" Ø RCP
Headwall
FLOW
FLOW
.71
58.72
58.77
.7
58.81
58.86
58.86
58.9
59.10 59.11
.21
M e ta l P ip e
" Ø C o rru g a
59.32
59.35
59.40
59.44
59.48
59.50
59.61
.6
59.70
59.73
ROCKS
.7
.8
.8
59.82
59.83
59.8660
Sign
On The Grass
No Parking
C O
N S
T
IT
U T
IO
N A
V E
60.17
60.22
6" Ø P
VC
Pi pe
60.29
.3
.4
.43
.5
.52
.54
.59
.72
FL
OW
60.78
60.78
60.81
.89
60.92
Area
Green
60.95
60.96
60.96
Area
Green
61.02
.0 3 Co ncr ete Swa le
61.04
61.04
61.08
61.10
61.11
61.12
61.12
61.14
61.14
61.15
Sign
Any Time
No Parking
61.16
S id e w a lk
61.23
.23
61.26
.26
61.27
61.28
PPC
61.33
.3
.3
61.39
61.40
61.45
61.
.5
61.52
.5
IE: 59.73
TE: 61.53
Catch Basin
61.
61.63
61.67
61.68
IE: 57.33
TE: 61.69
SMH
61.70
61.73
61.73
61.76
61.80
IE: 61.81
12" Ø CP
61.85
61.86
61.96
61.98
61.98
Sign
Gym Staff
Reserve Parking
62.
G a te
62.08
62.08
62.
.1
.39
62.41
62.42
.4
Sign
Any Time
No Parking
.46
FLOW
.4
62.51
G e n e ra to r
E m e rg e n c y
62.60
W / 1 Riser
PPC
.66
.68
62.70
62.70
62.
IE: 59.90
Headwall
IE: 59.97
Pipe
18" Ø Corrugated
62.71
62.72
62.72
S id e w a lk
62.
62.81
IE: 62.82
Headwall
.8
.86
62.88
.88
62.91
62.92
62.92
62.98
62.99
63.12
.14
IE: 63.15
15" Ø CP
.1
63.21
63.27
IE: 63.28
TE:63.94
PVC Pipe
63.32
.3
63.34
8" Ø CP
W / Debris
Pipe Fill
.45
63.47
63.
63.49
Area
Green
63.52
.5
Ø C
P
63.
63.60
63.66
63.
63.72
63.72
63.7463.77
63.78
63.78
.7
63.81
63.
63.91
Sidewalk
63.95
64.01
64.06
64.07
.1
64.
64.13
64.
64.15
.1
6" Ø PVC Pipe
.19
.2
CO
64.24
64.26
Indicator Post
Fire Main
Tr ac k
64.35
64.37
64.39
.43
64.44
.48
64.49
64.
.52
64.53
64.
.57
64.61
S id e w a lk
.65
64.
.7
.7
CO
CO
Area
Green
.7
C y c lo n e F e n c e
.7
S id e w a lk6 .7
.7
64.81
.8
Area
Green
64.86
CO
64.88
Valves
Fire Sprinkles
Transformer Stair
Roof
Handrail
CO
.9
.9
64.98
S id e w a lk
Si de w al k
65.00
S id e w a lk
.0
.0
.0
65.03
Area
Green
CO
65.06
IE: 64.03
8" Ø PVC Pipe
Roof Drain
65.15
.1
65.
.1
65.22
65.22
65.22
65.
65.25
.2
65.28
65.29
65.37
65.45
65.59
CO
IE: 61.87
TE: 65.62
Catch Basin
.6
65.67
65.71
65.71
65.72
.7
65.73
65.75
.8
65.8
66.00
Cyclon e Fenc e
Ø C
P
66.07
66.08 66.08
66.09
66.11
66.16
66.18
66.22
66.24
66.24
.26
Sign
Stop
IE: 66.31
Headwall
66.35
.3
66.36
.3
66.52
66.68
15" Ø C
P
66.79
Foundation
Transformer
Switch
Transfer
Braker
Main
66.9
66.95
67.03
67.12
67.12
67.15
67.21
67.25
67.34
67.37
Area
Green
67.44
67.48
67.50
67.51
67.51
S w a le
" Ø C
P (H a lf S e c tio n
Sidewalk
.64
PPC
67.75
.7
.81
67.86
68.07
68.10
68.10
68.11
.2
68.22
68.27
68.28
68.28
Area
Green
68.36
.3
68.
38Slab
Concrete
.3
68.40
.4
68.42
68.42
68.43
68.43
68.44
68.
.4
68.
68.57
68.
68.58
IE: 64.62
TE: 68.57
Catch Basin
68.61
68.62
68.64
.65
68.68
68.69
68.70
Sidewalk
68.72
68.72
S id e w a lk
68.72
.74
68.75
S w a le
P
68.85
68.86
68.92
68.93
Sla bCo nc ret e
CO
.9
68.97
IE: 63.93
TE: 69.00
Strm MH
.0
69.00
.0
69.02
69.03
69.05
69.06
.0
.0
.1
69.11
69.14
12" Ø CP
A/C Piping
A/C
.1
69.16 69.17
B
PATRIOT BLVD.
69.23
.2
S id e w a lk
69.24
B69.25
69.25
P with Transformer
PPC
69.27
69.28
S id e w a lk
B
69.29
69.30
Sidewalk
Sign
Crossing
Pedestrian
.3
69.35
69.36
IE: 63.03
TE: 69.35
SMH
69.36
IE: 66.63
TE: 69.36
Catch Basin
69.37
69.37
CO
.3
69.38
69.39
69.43
AbandonedSidewalk 69.51
69.52
CO
69.55
.5
.5
69.55
WM
6" Ø PVC Pipe
Sidewalk
69.61
69.61
69.62
69.63
.6
Sidewalk
P
Concrete Wall
69.69
69.69
.6
69.69
69.69
69.70
69.72
69.72
.7
69.76
A/C Piping
69.76
69.81
P
69.85
69.88
69.88
.8
Sign Parking
ADA
.9
Sign Parking
ADA
69.92
A /C P ip in g
.9
A/C Units
69.97
69.97
69.97
69.97
Slab
Concrete
IE: 65.87
TE: 70.06
SMH
69.99
69.99
Sign
Pole
Empty
70.08
CO
Sign Garrison Commander
Reserve Parking
70.12
.1
70.16
6" Ø P
V C P ipe
70.21
70.21
.2
70.26
Green Area
Sidewalk
Bins Area
Garbage
70.29
IE: 66.89
TE: 70.30
SMH
70.30
6" Ø PVC Pipe
70.32 70.33
70.34
70.34
70.35
70.37
Sidewalk
70.42
.4
70.46
70.49
70.54
70.57
70.57
Sign
Center #167
Physical Fitness
70.67
.7
70.7270.74
70.7570.75
70.76
70.77
70.80
70.84
70.91
70.93
Sign
Crossing
Pedestrian
.9
70.99 71.04
USACE MONUMENT
G18669-1
71.09
71.09
71.14
71.21
71.22
.3
71.36
71.38
71.64
71.64
71.67
71.69
71.75
71.76
71.76
71.79
Area
Green
Sidewalk
72.00
.5
A/ C
73.22
A/C
L W
.5
C O
M M
(Concrete Bldg.)
FFE: 65.03
Center Annex #170
Physical Fitness
Roberto E. Clemente Walker
C O
M M
COMM
LW= 76.75
CPW
LW
= 80.00
C O
M M
L W
.1
LW= 83.41
w/ Transformer
PPC
COMM
LW= 85.15
COMM
L W
.5
LW
= 89.09
C O
M M
LW= 93.17
C O
M M
COMM
(2 Story Concrete Bldg.)
FFE: 69.98
Center #167
Physical Fitness
Sidewalk
U .S
A R
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N 866,648.974
E 766,540.997
N 866,399.608
E 766,710.433
N 866,532.344
E 766,901.677
N 866,482.193
E 766,885.942
N 866,483.930
E 766,526.601 N 866,483.275
E 766,558.861
N 866,439.719
E 766,573.762
N 866,642.892
E 766,529.832
N 866,556.293
E 766,834.789
SHEET KEYNOTES
GRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
GENERAL NOTES
INFRASTRUCTURE.
BETWEEN NEW CONSTRUCTION AND EXISTING
NECESSARY TO ENSURE SEAMLESS CONNECTION
PAVEMENT AREAS AND OTHER SITE FEATURES AS
CONTRACTOR TO ADJUST CONNECTION TO EXISTING 2.
REFER TO V SERIES DRAWINGS FOR SITE SURVEY.1.
N
GEOGRAPHIC COORDINATE DATA
HORIZONTAL DATUM:
NAD83 (NA2011) Epoch 2010.00 IN US FEET
VERTICAL DATUM: PUERTO RICO
VERTICAL DATUM 02 (GEOID12b)
COORDINATES SHOWN IN FORMAT OF
EASTING, NORTHING AND ELEVATION.
C-101
.H
A G
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S
IT
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PIV
CONSTRUCTION ACTIVITIES.
THE BUILDING DURING ALL
DOMESTIC WATER SERVICE TO
CONTRACTOR SHALL MAINTAIN
LEGEND
TYP
PHOTOGRAPH B PHOTOGRAPH C
LP GASLP GAS
PHOTOGRAPH A
EXISTING SIDEWALK
A PHOTOGRAPH ID AND DIRECTION.
CONCRETE SURFACE
TEMPORARY FENCE
A
B
C
14 15 END
14 15
BEGIN
WITH FORT BUCHANAN DPW AND THE CONTRACTING OFFICER.
CONTRACTOR TO COORDINATE WORK ALONG PATRIOT BLVD
TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS"
CONFORMANCE WITH THE CURRENT "MANUAL ON UNIFORM
WARNING DEVICES FOR THE PROTECTION OF TRAFFIC IN
PROPER SIGNS, SIGNAL LIGHTS, FLAGGERS AND OTHER
DURING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE
CONSTRUCTION ACTIVITIES ALONG PATRIOT BLVD
40' MIN
AS PER SPECIFICATIONS.
SHALL PROVIDE SOD TO A FULL STAND OF TURF
AWAY FROM THE FACILITY. THE CONTRACTOR
FOUNDATION TO PROVIDE POSITIVE DRAINAGE
THE PHYSICAL FITNESS CENTER (BUILDING #167)
IN AREAS OF NEGATIVE DRAINAGE ADJACENT TO
CONTRACTOR SHALL APPLY FILL SOIL MATERIAL
LIMITS OF CONSTRUCTION
.6
18.5'
SIGN TO BE REMOVED.
EXISTING RESERVE PARKING GARRISON COMMANDER 24.
REFER TO DETAIL 3, SHEET C-501.
PROVIDE PAINTED BLUE HATCHED PAVEMENT MARKING. 23.
SHEET C-501.
PROVIDE NEW ADA PARKING SIGNS. REFER TO DETAIL 3, 22.
EXISTING CURB TO BE PAINTED BLUE.21.
SPECIFICATION 32 17 23 FOR PAVEMENT MARKINGS
REFER TO DETAIL 3, SHEET C-501. REFER TO
REMOVED. PROVIDE NEW ADA STRIPING AND SIGNS.
EXISTING ADA PARKING STRIPING AND SIGNS TO BE 20.
PROVIDE 3" VALVE AND VALVE BOX.19.
EXISTING MAIN.
PROVIDE TEE FOR NEW 3" DOMESTIC WATER LINE ON 18.
ABANDONED IN PLACE.
LINE DOWNSTREAM OF THE CAP SHALL BE
CAP EXISTING FIRE WATER LINE. EXISTING 17.
PROVIDE NEW 3" DOMESTIC WATER LINE. 16.
REPLACED. REFER TO DETAIL 1, SHEET C-501.
15. EXISTING CONCRETE SIDEWALK TO BE REMOVED AND
MATCH EXISTING IN KIND,
REMOVED AND REPLACED. NEW CURB AND GUTTER TO
EXISTING CONCRETE CURB AND GUTTER TO BE 14.
WITH NEW CONCRETE SIDEWALK.
EXISTING CLEANOUT TO BE ADJUSTED TO BE FLUSH 13.
THE GOVERNMENT.
PARKING SURFACE SHALL BE REPAIRED AT NO COST TO
EXISTING PARKING LOT. ANY DAMAGE TO THE EXISTING
LOCATE CONSTRUCTION LAYDOWN AREA IN THE
CONTRACTING OFFICER AND THE INSTALLATION TO
CONTRACTOR SHALL COORDINATE WITH THE 12.
STAND OF TURF.
BACKFILL TO GRADE AND PROVIDE SOD TO A FULL
EXISTING PALM TREE AND STUMP TO BE REMOVED. 11.
PROVIDE NEW 6" FIRE WATER LINE TO FITNESS CENTER. 10
PIPING REMOVAL.
PIPING WAS ENTERING SHALL BE SEALED AFTER LP GAS
EXISTING HOLE INTO THE FACILITY WHERE THE LP GAS
GRADE AND PROVIDE SOD TO A FULL STAND OF TURF.
PIPING AND GRATE TO BE REMOVED. BACKFILL TO
EXISTING ABANDONED OUTSIDE AND INDOOR LP GAS 9.
THAT SHALL BE REMOVED. EXISTING TREES TO REMAIN.
GRINDING. THERE ARE APPROXIMATELY FIVE (5) STUMPS
EXISTING STUMPS FROM CUT TREES TO BE REMOVED BY 8.
TREES AND STUMPS THAT SHALL BE REMOVED.
REMOVED. THERE ARE APPROXIMATELY THREE (3)
EXISTING DEAD AND DYING TREES AND STUMPS TO BE 7.
EXISTING STUMP TO BE REMOVED BY GRINDING.6.
REFER TO DETAIL 2, SHEET C-501.
PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING
REPLACED WITH NEW CONCRETE EQUIPMENT PAD.
EXISTING CONCRETE SLAB TO BE REMOVED AND 5.
CONSTRUCTION. REFER TO SHEET C-510.
GATES TO BE REMOVED AT COMPLETION OF
CONSTRUCTION ACTIVITIES. TEMPORARY FENCING AND
PROVIDE TEMPORARY FENCING AND GATES PRIOR TO 4.
FROM BUILDING)
SERVICE LATERAL. (LOCATED AT MINIMUM 40FT AWAY
TAMPOR SWITCH FOR ISOLATION ON EXISTING FIRE
PROVIDE NEW POST INDICATOR VALVE (PIV) WITH 3.
BUILDING)
ASSEMBLY. (LOCATED AT MINIMUM 40FT AWAY FROM
PROVIDE NEW ABOVE GROUND BACKFLOW PREVENTER 2.
REFER TO DETAIL 1, SHEET C-501.
PROVIDE MINIMUM 1% SLOPE AWAY FROM BUILDING.
REPLACED WITH NEW 4' WIDE CONCRETE SIDEWALK.
EXISTING CONCRETE SIDEWALK TO BE REMOVED AND 1.
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IN TURF AREAS
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FINISH GRADE
6"x6" W2.9xW2.9 WWF
PAVED AREAS
FLUSH AT
JOINT FILLER
1/4" PREMOLDED
6"x6" W2.9xW2.9 WWF
TURF AREAS
FINISH GRADE
IN TURF AREAS
3/4" CHAMFER
2% MAX.
NOTES:
FLUSH WITH PAVEMENT AREAS
CONCRETE SIDEWALK @ TURF OR
CONTRACTION JOINTCE EXPANSION JOINT
JOINT FILLER
PREMOLDED
SEE PLANS
WIDTH VARIES
SEE PLANS
WIDTH VARIES
1/2" 1/8" TO 1/4"
M
IN
1/8" R
1/8" R
DENSITY (ASTM D 1557)
TO 92% OF LABORATORY MAXIMUM
12" RAW SUBGRADE COMPACTED
DENSITY (ASTM D 1557)
TO 92% OF LABORARY MAXIMUM
12" RAW SUBGRADE COMPACTED
REQUIRED.
PREMOLDED FILLER IS
AT ALL JOINTS WHERE
PROVIDE JOINT SEALANT
REQUIRED
PREMOLDED FILLER IS
AT ALL JOINTS WHERE
PROVIDE JOINT SEALANT
3500 PSI CONCRETE, MINIMUM
NOT TO SCALE
CONCRETE SIDEWALK DETAIL
C
C
E
E
JOINT AND FINISH
CURB AND SIDEWALK
EXPANSION JOINT IN BOTH
IN SIDEWALK ONLY
CONTRACTION JOINT
TROWELED PERIMETER
4" WIDE, SMOOTH
BROOMED FINISH
SIDEW
ALK
CURB
OF 6" LARGER THAN EQUIPMENT ON ALL SIDES.
EQUIPMENT SUPPLIERS. PAD TO BE A MINIMUM
THROUGH PAD TO BE COORDINATED WITH
LOCATIONS OF OPENINGS AND SLEEVES
EXACT UTILITY PAD DIMENSIONS AND
FINISH GRADE
CONCRETE EQUIPMENT PAD DETAIL
C-101
M
IN
6" MIN1.5
EQUIPMENT
CLR FROM TOP SURFACE
#5@12" EW AE 2"
M
IN
ANCHORS SPECIFIED.
TO PAD IS REQUIRED, USE CONCRETE
WHEN ANCHORAGE OF EQUIPMENT
NOTE:
BE INSTALLED WITH 4" MINIMUM EDGE DISTANCE IN EACH DIRECTION.
MANUFACTURER AND APPROVED BY THE ENGINEER. ANCHORS SHALL
BOLTS LESS THAN 3/4" DIAMETER WHEN APPROVED BY THE EQUIPMENT
LIEU OF CAST-IN-PLACE ANCHOR BOLTS FOR EQUIPMENT ANCHOR
8. AT CONTRACTOR’S OPTION, CONCRETE ANCHORS MAY BE USED IN
TABLE BELOW).
CLEARANCE TO KEEP ANCHOR BOLT ABOVE SUPPORTING SLAB (SEE
7. HEIGHT OF PADS SHALL BE MINIMUM REQUIRED FOR ANCHOR BOLT
THAT ARE LEFT IN PLACE SHALL NOT BE EXPOSED TO VIEW.
BASE WHILE THE NON-SHRINK GROUT IS PLACED. WEDGES OR SHIMS
6. WEDGES, SHIMS, OR LEVELING NUTS SHALL BE USED TO SUPPORT THE
OTHERWISE.
5. EQUIPMENT BASES SHALL BE INSTALLED LEVEL UNLESS INDICATED
WITH NON-SHRINK GROUT AFTER BOLTS ARE ALIGNED.
GREATER THAN ANCHOR BOLT DIAMETER. SLEEVES SHALL BE FILLED
GREATER THAN BOLT DIAMETER AND A MAXIMUM INTERNAL DIAMETER 3"
4. ANCHOR BOLT SLEEVES SHALL HAVE A MINIMUM INTERNAL DIAMETER 1"
SLEEVE LENGTH SHALL BE 8 TIMES THE BOLT DIAMETER.
BOLT MOVEMENT OF 1/2" IN ALL HORIZONTAL DIRECTIONS. THE MINIMUM
3. ANCHOR BOLT SLEEVES SHALL BE USED TO PROVIDE MINIMUM ANCHOR
THE BASE PLATE, WHILE PAD IS BEING PLACED.
POSITION WITH A TEMPLATE OR OTHER ACCEPTABLE MEANS, MATCHING
AND AS APPROVED BY THE ENGINEER. ANCHOR BOLTS SHALL BE HELD IN
ANCHOR BOLTS SHALL BE DETERMINED BY THE EQUIPMENT MANUFACTURER
2. THE SIZE, NUMBER, TYPE, LOCATION, AND THREAD PROJECTION OF THE
OR AS INDICATED BY THE MANUFACTURER AND APPROVED BY THE ENGINEER.
1. PAD SIZE SHALL BE MINIMUM INDICATED OR AS SHOWN ON THE PLANS
CONCRETE EQUIPMENT NOTES:
ON PLANS
NOTED OTHERWISE
6" MIN, TYP UNLESS
TYP
3/4" CHAMFER
ALL AROUND
EDGE OF SLAB
THICKENED
DENSITY (ASTM D 1557)
TO 92% OF LABORATORY MAXIMUM
12" RAW SUBGRADE COMPACTED
SEE NOTE
CONCRETE ANCHORS,
1/2
5/8 3/4 7/8
11 21
1 1 1/4 1 3/8 1 1/2 1 3/4
8.5 10 12.5 15 16.5 18
AB DIA (IN.)
MIN PAD HT (IN.)
4" GRADED AGGREGATE BASE
4" GRADED AGGREGATE BASE
ALL CHANGES IN DIRECTION OF SIDEWALK.
EXISTING OR NEW STRUCTURES AND AT
LOCATIONS WHERE NEW CONCRETE ABUTS
PROVIDE EXPANSION JOINT MATERIAL AT ALL
1% AWAY FROM BUILDING.
HAVE MINIMUM TRANSVERSE SLOPE OF
SIDEWALK ADJACENT TO BUILDING TO
INTERVALS IF NOT SHOWN.
AS SHOWN ON THE PLANS OR AT 24'
EXPANSION JOINTS SHALL BE PLACED
OF 6' O.C.
JOINTS AT INTERVALS NOT IN EXCESS
PROVIDE CONTRACTION (SAWED)
4.
3.
2.
1.
6" GRADED AGGREGATE BASE
03 30 00 FOR CONCRETE.
NOTE: REFER TO SPECIFICATION SECTION
SIGN AND STRIPING DETAIL
TYPICAL HANDICAPPED
12"
BLUE
WHITE
GREEN
GREEN
PARKING
RESERVED
GREEN
WHITE
PARKING
RESERVED
PARKING
RESERVED
SIDEWALK (ACCESSIBLE ROUTE)
96" MIN. 96" MIN. 96" MIN.
EDGE OF SIDEWALKS
OFFSET SIGNS 1' FROM
PASSENGER SIDE OF VAN
LOCATE ACCESS AISLE ON
M
IN
PARKING SIGN
VAN ACCESSIBLE
STRIPE
4" BLUE
60°
4'-0"
TO BE REFLECTIVE BLUE.
PAVEMENT MARKINGS
NOTE:
POST
BLUE 4" WIDE
PARKING SPACE MARKINGS
PARKING SPACE
FOR EACH RESERVED
PAVEMENT MARKING
SYMBOL OF ACCESSIBILITY
BLUE INTERNATIONAL
C-501
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FABRIC BAND (TYP.)
GLARE SCREEN SLAT (TYP.)
TENSION WIRE
EYE NUT
EYE BOLT
TURNBUCKLE
TENSION WIRE
STRETCHER BAR (TYP.)
TENSION WIRE
EYE BOLT
TURNBUCKLE
TENSION WIRE
GLARE SCREEN SLAT (TYP.)
TENSION WIRE
GLARE SCREEN SLAT (TYP.)
TENSION WIRE
EYE NUT
EYE BOLT
TURNBUCKLE
TENSION WIRE
FABRIC BAND (TYP.)
STRETCHER BAR (TYP.)
GLARE SCREEN SLAT (TYP.)
TENSION WIRE
TENSION WIRE
TENSION WIRE
FABRIC BAND (TYP.)
STRETCHER BAR (TYP.)
CD110
CD510
CD510
CD510
CD510
CD510
CD510
CD510
CD510
T Y
P
150' MAX. 10' MAX.
10' MAX. (TYP.)
F
A B
R
IC
H
E
IG
H T
(BRACE) POST
END OR CORNER
FABRIC (TYP.)
GLARE SCREEN
PULL POST
(TYP.)
TENSION WIRE
(TYP.)
TIE WIRE
SPACED @ 24" MAX.
HOG RINGS (TYP.) ~
@ 10' MAX.
LINE POST ~ SPACED
BRACE POST
TENSION WIRE
SPACED @ 24" MAX.
HOG RINGS (TYP.) ~
BRACE POST
@ 150' MAX.
PULL POST ~ SPACED
SPACED @ 14" MAX.
TIE WIRES (TYP.) ~
TENSION WIRE
SPACED @ 24" MAX.
HOG RINGS (TYP.)
@ 14" MAX.
TIE WIRE ~ SPACED
WIRE
TENSION
EYE BOLT
3/8-16 × 5" GALVANIZED
SPACED @ 24" MAX.
HOG RINGS (TYP.) ~
@ 14" MAX.
TIE WIRE ~ SPACED
GENERAL NOTES
CD114
CD113
CD112
CD111
NOT TO SCALE
FENCE DETAIL
TEMPORARY CONSTRUCTION
NOT TO SCALE
BRACE POST DETAIL
NOT TO SCALE
PULL POST (WITHIN RUN) DETAIL
NOT TO SCALE
PULL POST DETAIL
NOT TO SCALE
LINE POST DETAIL
5.
4.
3.
2.
1.
CONTRACTING OFFICER.
SHALL BE BACKFILLED AS PER DIRECTION OF THE
ANY HOLES LEFT FROM REMOVED TEMPORARY FENCE POSTS
OFFICER.
OR ASPHALT. COORDINATE PLACEMENT WITH CONTRACTING
FENCE POSTS SHALL NOT BE EMBEDDED INTO CONCRETE
ACCEPTABLE.
SHOWN, OR THE USE OF CONCRETE BASE BLOCKS ARE
TEMPORARY FENCE POST TO BE DRIVEN INTO GROUND AS
POSTS WHEN PROJECT IS COMPLETE.
CONTRACTOR TO REMOVE ALL TEMPORARY FENCING AND
MATERIAL INSTEAD OF SLATS.
CONTRACTOR HAS THE OPTION TO USE A FABRIC SCREENING
GATE OPENING
6'-0"
GATE OPENING
6'-0"
GATE POST
BAR
PLUNGER
BAR
STRETCHER
GATE POST
WIRE
TENSION
CD510
NOT TO SCALE
12' WIDE TEMPORARY FENCE GATE
C-510
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P N P
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FROM MAINTO BUILDING
A P
P R
O X
M
IN
C O
V E
R
FOR VALVE LOCATIONS.
REFER TO PLANS
POST INDICATOR AND VALVE DETAIL
BACKFLOW PREVENTER DETAIL
THEREAFTER.
SERVICE ACTIVATION (TURN ON), AND ANNUALLY
CERTIFIED TESTER IS REQUIRED AT TIME OF WATER
BACKFLOW TESTING BY A SAN JUAN WATER DISTRICT
IN WRITING PRIOR TO PROJECT APPROVAL BY SJWD.
ANY DEVIATION FROM DESIGN SHALL BE APPROVED
1/4" ANNULAR GAP AT ALL PIPE PENETRATIONS.
INSTALL SCH80 OR C900 PVC SLEEVE TO PROVIDE
STANDARDS.
PROVIDE CONCRETE THRUST BLOCKS PER SJWD
MANUFACTURER'S RECOMMENDATIONS.
EQUIVALENT, ANCHOR BOLTED TO SLAB PER
SDL-S SADDLE WITH STAND, OR DISTRICT APPROVED
MODEL 875 WITH 871 STAND, PLACER WATERWORKS
FABRICATED PIPE SUPPORTS (PHD MANUFACTURING
THE DCV DEVICE ALLOWED.
CONNECTION AND SHALL HAVE FINAL APPROVAL OF
SHALL DETERMINE THE HAZARD CONDITION FOR EACH
AMES M200 OR APPROVED EQUIVALENT), THE DISTRICT
TYPE BACKFLOW PREVENTION DEVICE (FEBCO LF850,
DISTRICT APPROVED DOUBLE CHECK VALVE (DVC)
CHAIN W/LOCK BETWEEN VALVES.
PROVIDE A MIN. OF 3/8" NON-CASE HARDENED
OS & Y RESILENT SEAT, AWWA, VALVES.
WITH EBAA MEGALUG OR APPROVED EQUIVALENT.
USE FLG x FLG FITTINGS OR FLG x MJ FITTINGS
ALL JOINTS SHALL BE MECHANICALLY RESTRAINED.
C105.
& FITTINGS SHALL BE POLY-WRAPPED PER AWWA
DUCTILE IRON PIPE. ALL UNDERGROUND DIP PIPE
PIPE AND FITTINGS SHALL BE PRESSURE CL-350
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
NOTES
APPROVED EQUIVALENT)
(MUELLER, NIBCO, OR DISTRICT
HANDLE AND OPEN SHUT WINDOW
INDICATOR POST WITH LOCKABLE
INFORMATION
TO SHEET FA101 FOR ADDITIONAL
SECTION IS REQUIRED ON ALL PIV's. REFER
TAMPER SWITCH CONNECTED TO ALARM
APPROVED EQUIVALENT)
(MUELLER, NIBCO, OR DISTRICT
NON-RISING STEM GATE VALVE
ADDITIONAL INFORMATION
OF DCV. REFER TO SHEET FA101 FOR
SECTION IS REQUIRED ON ALL OS&Y VALVES
TAMPER SWITCH CONNECTED TO ALARM
SIDES
BEYOND PIPING ON ALL
A MINIMUM OF 8-INCHES
SUPPORT SLAB, EXTENDING
REINFORCED CONCRETE
4" THICK (MIN.) STEEL
BACKFLOW DEVICE
WATER MAIN AND
ALLOWED BETWEEN
OR CONNECTIONS
- NO TAPSNOTE
STANDARDS
PIPE AND FITTINGS PER SJWD
INSTALL ISOLATION VALVE,
TAPPING SLEEVE REQ'D)
NOT ALLOWED, LONG BODY
METHOD (SIZE-ON-SIZE HOT-TAP
DIP TEE OR HOT-TAP OUTLET
DIRECT AND APPROVE EITHER
EXISTING MAIN SJWD SHALL
FOR TIE-IN CONNECTIONS ON
MAIN
WATER
SJWD
P R
O P
E R
T Y
L
IN
E
MECHANICALLY
RESTRAINED
SJWD
RESPONSIBILITY RESPONSIBILITY
PRIVATE
M A
X
M
IN
8"
E.W.)
(TYP.
TURF PAVED
REQUIREMENTS.
PIPE MANUFACTURER'S
BACKFILL SHALL MEET
PIPE BEDDING AND
NOTE:
DIA. OF PIPE B
A
C K
F
IL
L C
O M
P A
C T
E D
IN
IT
IA
L
SEED & PROTECTION
AT EXISTING PAVEMENTS
ON EACH SIDE OF TRENCH
PROVIDE NEAT SAWCUT
PAVEMENT
D /4
1'
C O
M P
A C
T E
D B
A C
K F
IL
L S
E E S
P E
C
IF
IC
A T
IO
N S
D
TO MATCH EXISTING.
PROVIDE NEW PAVEMENT
1'-6" MAX
6" MIN
SEE SPECIFICATIONS.
PLASTIC MARKING TAPE
SEE SPECIFICATIONS FOR DETAILS.
COMPACTED SELECT GRANULAR BACKFILL.
C-101
TYPICAL UTILITY TRENCH DETAIL
C-520
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K
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IL
IT
Y D
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A
IL
S
SR
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JD
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S D
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2Q R
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A R
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IN
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F B
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S I
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SHEET ID
F
IL
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A M
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B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D E
S
IG
N E
D B
Y
A
M A
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D B
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D A
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C O
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®of Engineers
US Army Corps
D E
S C
R
IP
T
IO
N
P P ro je c ts \0
\0
C
A D
B
IM
S h e e ts \1
E le c \F
B F
C E
S .d g n
-F
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:5
H E
N S
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Y
L O
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IS
V
IL
L E D
IS
T R
IC
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L O
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IS
V
IL
L E
K E
N T
U C
K Y
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N A
B O P
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R T
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B U
C H
A N
A N F
IT
N E
S S C
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T E
R F .F .R
S O
L
IC
IT
A T
IO
N N
O
F E
B R
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C E
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IF
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D F
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ABBREVIATIONS
SYMBOL DESCRIPTION
SHEET NOTE
REVISION NOTE INDICATOR
DETAIL IDENTIFICATION NUMBER
DETAIL IDENTIFICATION NUMBER
X
X-XXX
X
X-XXX
DETAIL
NOT TO SCALE
NUMBER OF SHEET ON WHICH DETAIL IS DRAWN
SYMBOL WHERE DETAIL IS TAKEN
NUMBER OF SHEET ON WHICH DETAIL IS INDICATED
CROSS REFERENCING SYMBOL
MISCELLANEOUS SYMBOLS
SYMBOL
EXISTINGDEMO
DESCRIPTION
TYPE DESIGNATIONS FOR FURTHER INFORMATION.
SUBCRIPT INDICATES ADDITION DEVICE TYPE INFORMATION. REFER TO
DEVICE TYPE DESIGNATION (NOTED BY SUBSCRIPT)
EXTERIOR / SITE UTILITIES
NEW
PAD MOUNTED TRANSFORMER
UTILITY POLE
POLE MOUNTED LIGHTING FIXTURE, SUBSCRIPT DENOTES FIXTURE TYPE
UNDERGROUND PRIMARY
UNDERGROUND SECONDARY
UNDERGROUND SECONDARY LIGHTING
ELECTRICAL HANDHOLEEHH
EXISTING ELECTRICAL HANDHOLEEEHH
COMMUNICATIONS HANDHOLECHH
EXISTING COMMUNICATIONS HANDHOLEECHH
TTT
UP UPx UP
US USx US
USL USLx USL
ECB
SITE ELECTRICAL GENERAL NOTES
ATS
ENCLOSED CIRCUIT BREAKER
AUTOMATIC TRANSFER SWITCH
DISTRIBUTION PANEL
GENERATORG
ATS
ECB
ATS
ECB
G G
PRIOR TO DIGGING WITHOUT ADDITIONAL COST TO THE GOVERNMENT.
CONTRACTOR SHALL FIELD VERIFY LOCATION OF ALL UNDERGROUND AND OTHER UTILITIES
SEWER, AND OTHER UTILITIES AND OTHER SITE FEATURES ARE APPROXIMATE ONLY.
THE LOCATIONS OF EXISTING ELECTRICAL, FIBER, TELEPHONE, CATV, WATER, SEVER, STORM 2.
CROSSING OR ADJACENT UTILITIES.
WITH ALL TRADES TO MAINTAIN A MINIMUM OF 3'-0" VERTICAL AND HORIZONTAL CLEARANCE FROM
IN THE FIELD. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES. COORDINATE WORK
EXISTING CONDITIONS ARE BASED ON RECORD DRAWINGS AND LIMITED SURFACE INVESTIGATION 1.
POST TOP LIGHTING FIXTURE, SUBSCRIPT DENOTES FIXTURE TYPE
ES001
D A
V
IS
R
M A
Y S
G E
N E
R A
L N
O T
E S
A N
D A
B B
R E
V
IA
T
IO
N S
S
IT
E E
L E
C T
R
IC
A L L
E G
E N
D
J
W E
D E
L
A
DRS
M
JR
W
W
2Q R
R
_P la ns -0
PPW
PPC
Sign
On The Grass
No Parking
C O
N S
T
IT
U T
IO
N A
V E
6" Ø P
VC
Pi pe
Sign
Any Time
No Parking
PPC
COMM MANHOLE
MH-18
Sign
Gym Staff
Reserve Parking
Sign
Any Time
No Parking
W / 1 Riser
PPC
6" Ø PVC Pipe
CO
Indicator Post
Fire Main
CO
CO
COValves
Fire Sprinkles
CO
CO
CO
Sign
Stop
Maximum 10 M.P.H. Sign
When Passing Troops
Speed Limit 25 M.P.H.
Sign
& Constitution Ave.
Patriot Blvd.
PPC
P
CO
B
PATRIOT BLVD.
B
P with Transformer
PPC
B
Sign
Crossing
Pedestrian
CO
CO
WM
6" Ø PVC Pipe
P
P
Sign Parking
ADA
Sign Parking
ADA
Sign
Pole
Empty
CO
Sign Garrison Commander
Reserve Parking
6" Ø P
V C P ipe
IE: 66.89
TE: 70.30
SMH
6" Ø PVC Pipe
Sign
Crossing
Pedestrian
L W
.5
L W
.8
C O
M M
(Concrete Bldg.)
FFE: 65.03
Center Annex #170
Physical Fitness
Roberto E. Clemente Walker
C O
M M
COMM
LW= 76.75
CPW
LW
= 80.00
C O
M M
L W
.1
LW= 83.41
w/ Transformer
PPC
COMM
LW= 85.15
COMM
LW= 85.50
COMM
L W
.5
LW
= 89.09
C O
M M
LW= 93.17
C O
M M
COMM
(2 Story Concrete Bldg.)
FFE: 69.98
Center #167
Physical Fitness
T G
E C
B
A T S
U .S
A R
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O R
P S O
F E
N G
IN
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F B
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S .d g n
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SHEET ID
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2 3 4 5 6 7 8 9 10
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IG
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D B
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A
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S U
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T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
®of Engineers
US Army Corps
D E
S C
R
IP
T
IO
N
P P ro je c ts \0
\0
C
A D
B
IM
S h e e ts \1
E le c \F
B F
C E
S .d g n
-F
E B -2
H E
N S
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L E D
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T R
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L O
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N A
B O P
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S S C
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R F .F .R
S O
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N N
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B R
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C E
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IF
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D F
IN
A L S
U B
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T A
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P N P
F
Y
FC
LP1-13
P
LP1-11
P
ES101
D A
V
IS
GRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
N
SHEET KEYNOTES
R
M A
Y
SITE ELECTRICAL PLAN
SCALE: 1"=20'-0"
IT
E E
L E
C T
R
IC
A L P
L A
FIXTURE.
SHEET EL501 FOR SPECIFICATION FOR TYPE P LIGHT
INDICATED. REFERENCE LIGHT FIXTURE SCHEDULE ON
CONDUIT BACK INTO BUILDING, PROVIDE CIRCUIT AS
CONCRETE POLE. UTILIZING EXISTING UNDERGROUND
PROVIDE TYPE P POST TOP LIGHT FIXTURE ON EXISTING 9.
TO EXISTING PANEL LP.
FIXTURE AND REMOVE ASSOCIATED CONDUCTIONS BACK
DISCONNECT AND REMOVE EXISTING POST TOP LIGHT 8.
CONDUCTORS.
UNDERGROUND CONDUIT TO BE UTILIZED FOR NEW
CONDUCTORS AS INDICATED ON SHEET EP601. EXISTING
REPLACE EXISTING GENERATOR SECONDARY 7.
FOR NEW CONDUCTORS.
UNDERGROUND/UNDER SLAB CONDUITS TO BE UTILIZED
INDICATED ON SHEET EP601. EXISTING
REPLACE EXISTING SECONDARY CONDUCTORS AS 6.
NEW MAIN PANEL MDP.5.
REMAIN.
EXISTING 1200 AMP AUTOMATIC TRANSFER SWITCH TO 4.
REMAIN.
EXISTING 1200 AMP ENCLOSED CIRCUIT BREAKER TO 3.
REMAIN.
EXISTING 300 KW STANDBY EMERGENCY GENERATOR TO 2.
EXISTING 300 KVA TRANSFORMER TO REMAIN.1.
J
W E
D E
L
A
DRS
M
JR
W
W
2Q R
R
_P la ns -0
A R
M Y C
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P S O
F E
N G
IN
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F B
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S I
D
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K E
D B
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D R
A W
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IS
S
U E D
A T
E
SHEET ID
F
IL
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A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D E
S
IG
N E
D B
Y
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
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D A
T E
C O
N T
R A
C T N
O
®of Engineers
US Army Corps
D E
S C
R
IP
T
IO
N
P P ro je c ts \0
\0
C
A D
B
IM
S h e e ts \1
T e lc o m \F
B F
C T S .d g n
-F
E B -2
H E
N S
L E
Y
L O
U
IS
V
IL
L E D
IS
T R
IC
T
L O
U
IS
V
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L E
K E
N T
U C
K Y
G U
A Y
N A
B O P
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R T
O R
B U
C H
A N
A N F
IT
N E
S S C
E N
T E
R F .F .R
S O
L
IC
IT
A T
IO
N N
O
F E
B R
U A
R Y
C E
R T
IF
IE
D F
IN
A L S
U B
M
IT
T A
L
P N P
F
Y
SYMBOL DESCRIPTION
SHEET NOTE
REVISION NOTE INDICATOR
DETAIL IDENTIFICATION NUMBER
DETAIL IDENTIFICATION NUMBER
X
X-XXX
X
X-XXX
DETAIL
NOT TO SCALE
NUMBER OF SHEET ON WHICH DETAIL IS DRAWN
SYMBOL WHERE DETAIL IS TAKEN
NUMBER OF SHEET ON WHICH DETAIL IS INDICATED
CROSS REFERENCING SYMBOL
MISCELLANEOUS SYMBOLS
SYMBOL DESCRIPTION
DUCTBANK
C TYP
4 4
:CONCRETE ENCASED DUCTBANK
:SAND ENCASED DUCTBANK
ENCASEMENT
INDICATES CONCRETE
INDICATES ONE DUCT
EACH BLOCK IN INCHES
INDICATES DUCT SIZE
DUCTS SHOWN)
DETAILS. (4-WAY DUCTBANK WITH 2-4" AND 2-2"
REFER TO DETAIL ON TS501 FOR TYPICAL DUCTBANK
DUCTS SHOWN)
DETAILS. (4-WAY DUCTBANK WITH 2-4" AND 2-2"
REFER TO DETAIL ON TS501 FOR TYPICAL DUCTBANK
SITE COMMUNICATIONS GENERAL NOTES
SCHEDULE.
CONTRACTOR SHALL ALLOW TWO MONTHS FOR WORK IN CONTRACTOR'S CONSTRUCTION
REPRESENTATIVE (COR) PRIOR TO ANY SITE WORK FOR COORDINATION AND SCHEDULING.
THE CONTRACTOR SHALL CONTACT CONTRACTING OFFICER (CO) OR CONTRACTING OFFICER 8.
TRENCHING AND BACKFILL, TELECOMMUNICATIONS CABLING, TERMINATIONS, AND TESTING.
TELECOMMUNICATIONS WORK INCLUDING BUT NOT LIMITED TO CONDUIT DUCT BANKS,
UNLESS NOTED OTHERWISE THE CONTRACTOR IS RESPONSIBLE FOR ALL SITE 7.
AND COMMISSIONING AGENT IN THEIR APPROVED PROJECT SCHEDULE.
CONTRACTOR SHALL BE RESPONSIBLE TO INCLUDE COORDINATION WITH ALL UTILITY COMPANIES 6.
ALL UNDERGROUND CONDUIT SHALL BE CONCRETE ENCASED.5.
OUTAGES REQUIRED FOR CONSTRUCTION.
CENTER (NEC). PROVIDE ADVANCED WRITTEN NOTICE TO COR PRIOR TO ANY COMMUNICATIONS
CONTRACTING OFFICER'S REPRESENTATIVE (COR) AND FT. BUCHANAN NETWORK ENTERPRISE
CONTRACTOR MUST COORDINATE ALL SITE TELECOMMUNICATIONS WORK WITH THE 4.
ALL COMMUNICATIONS DUCTS IN DUCT BANK SHALL HAVE FIBER INNER LINER.3.
PRIOR TO DIGGING WITHOUT ADDITIONAL COST TO THE GOVERNMENT
CONTRACTOR SHALL FIELD VERIFY LOCATION OF ALL UNDERGROUND AND OTHER UTILITIES
SEWER, AND OTHER UTILITIES AND OTHER SITE FEATURES ARE APPROXIMATE ONLY.
THE LOCATIONS OF EXISTING ELECTRICAL, FIBER, TELEPHONE, CATV, WATER, SEWER, STORM 2.
UTILITIES.
MINIMUM OF 3'-0" VERTICAL AND 3'-0" HORIZONTAL CLEARANCE FROM CROSSING OR ADJACENT
LIGHTNING PROTECTION AND GROUNDING. COORDINATE WORK WITH ALL TRADES TO MAINTAIN A
IN THE FIELD. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES, INCLUDING
EXISTING CONDITIONS ARE BASED ON RECORD DRAWINGS AND LIMITED SURFACE INVESTIGATION 1.
SYMBOL
EXISTINGDEMO
DESCRIPTION
TYPE DESIGNATIONS FOR FURTHER INFORMATION.
SUBCRIPT INDICATES ADDITION DEVICE TYPE INFORMATION. REFER TO
DEVICE TYPE DESIGNATION (NOTED BY SUBSCRIPT)
EXTERIOR / SITE UTILITIES
NEW
HANDHOLE
UNDERGROUND COMMUNICATIONS
HHH
UC UCx UC
MAINTENANCE HOLEMHMHMH
ELECTRICAL MANHOLEEMH
EXISTING ELECTRICAL MANHOLEEEMH
ELECTRICAL HANDHOLEEHH
EXISTING ELECTRICAL HANDHOLEEEHH
COMMUNICATIONS MANHOLECMH
EXISTING COMMUNICATIONS MANHOLEECMH
COMMUNICATIONS HANDHOLECHH
EXISTING COMMUNICATIONS HANDHOLEECHH
OC OCx OC OVERHEAD COMMUNICATIONS
TS001
D A
V
IS
R
M A
Y S
S
IT
E C
O M
M U
N
IC
A T
IO
N S L
E G
E N
D
G E
N E
R A
L N
O T
E S
A N
D A
B B
R E
V
IA
T
IO
N S
D P
E C
K
IN
P A
U G
HRS
M
JR
W
W
2Q R
R
_P la ns -0
N S
T
IT
U T
IO
N A
V E
Sign
Any Time
No Parking
PPC
COMM MANHOLE
MH-18
Sign
Gym Staff
Reserve Parking
Sign
Any Time
No Parking
W / 1 Riser
PPC
6" Ø PVC Pipe
CO
Indicator Post
Fire Main
CO
CO
COValves
Fire Sprinkles
CO
CO
CO
Sign
Stop
PPC
P
CO
B
PATRIOT BLVD.
B
P with Transformer
PPC
B
Sign
Crossing
Pedestrian
CO
CO
WM
6" Ø PVC Pipe
P
P
Sign Parking
ADA
Sign Parking
ADA
Sign
Pole
Empty
CO
Sign Garrison Commander
Reserve Parking
6" Ø P
V C P ipe
IE: 66.89
TE: 70.30
SMH
6" Ø PVC Pipe
Sign
Crossing
Pedestrian
(NIU)
PPW
W / 2 Riser
PPC
L W
.5
L W
.8
C O
M M
(Concrete Bldg.)
FFE: 65.03
Center Annex #170
Physical Fitness
Roberto E. Clemente Walker
C O
M M
CPW
LW
= 80.00
C O
M M
L W
.1
LW= 83.41
w/ Transformer
PPC
COMM
LW= 85.15
COMM
L W
.5
LW
= 89.09
C O
M M
C O
M M
LW= 93.17
C O
M M
COMM
(2 Story Concrete Bldg.)
FFE: 69.98
Center #167
Physical Fitness
MH
ECMH
MH
ECMH
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F B
F C
T S .d g n
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D E
S
IG
N E
D B
Y
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
®of Engineers
US Army Corps
D E
S C
R
IP
T
IO
N
P P ro je c ts \0
\0
C
A D
B
IM
S h e e ts \1
T e lc o m \F
B F
C T S .d g n
-F
E B -2
H E
N S
L E
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L O
U
IS
V
IL
L E D
IS
T R
IC
T
L O
U
IS
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N A
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A N
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R F .F .R
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IF
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IT
T A
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P N P
F
Y
FC
H
TS101
D A
V
IS
GRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
N
SHEET KEYNOTES
SITE COMMUNICATIONS PLAN
SCALE: 1"=20'-0"
R
M A
Y S
S
IT
E C
O M
M U
N
IC
A T
IO
N S P
L A
C
TS501
TYP
TS501
TYP
GENERAL SHEET NOTES
IMC CONDUIT.
TELECOMMUNICATIONS EQUIPMENT LOCATION USING
ENTRY POINT IN THE ELEC/IT TO THE
TO ELEC/IT ROOM NEED TO BE EXTENDED FROM THE
TO MITIGATE THE EMI RISK, THE CONDUITIS FROM MH-18 3.
ELECTRICAL CODE, ARTICLE 250.
SHALL BE INSTALLED AND BONDED IAW THE NATIONAL
COMPLY WITH I3A 3.7.1.3 ACCESSORIES. GROUND RODS
GROUNDING/BONDING IN MAINTENANCE HOLES WILL
MAINTENANCE HOLE, THE REQUIREMENT FOR
FOR THE CONTRACTOR SPLICING WORK IN THE EXISTING 2.
OVERSEE THE WORK IN THE MAINTENANCE HOLE.
BUCHANAN NETWORK ENTERPRISE CENTER (NEC) WILL
ANY OUTAGES THE SPLICING ACTION WILL CAUSE. FT.
PROVIDE ADVANCE NOTICE TO THE GOVERNMENT FOR
OF THE COPPER CABLES IN MH-13. CONTRACTOR IS TO
SPLICING OF THE FIBER AND THE MECHANICAL SPLICING
CONTRACTOR IS RESPONSIBLE FOR THE FUSION 1.
C
D P
E C
K
IN
P A
U G
EXISTING MAINTENACE MANHOLE MH19.7.
APPROVED WASTE RECEPTACLES.
CABLE. REMOVED CABLE SHALL BE DISPOSED IN
MH-19 AND SHALL REMOVE UNDERGROUND AND AERIAL
EXISTING CABLE AT FITNESS CENTER AND AT EXISTING
OPTIC CABLE. CONTRACTOR SHALL DISCONNECT
EXISTING OVERHEAD 8 STRAND, SINGLE MODE FIBER 6.
DISTANCE FROM MH18 TO MH13 IS 550 FEET.
EXISTING UNDERGROUND DUCT BANK TO MH13. 5.
MAINTENANCE HOLE MH13 AND CONNECT.
CABLE FROM ELEC/IT ROOM 125 TO EXISTING
CABLE AND ONE 25 PAIR OUTSIDE PLANT (OSP) COPPER
PROVIDE ONE 12 STRAND, SINGLE MODE OSP FIBER 4.
EXISTING MAINTENANCE HOLE MH18.3.
INSTALLED UNDER ROAD VIA DIRECTIONAL BORING.
UNDERGROUND COMMUNICATIONS DUCT BANK SHALL BE 2 .
BE PROVIDED WITH 3-WAY FIBER INNER LINER.
EXISTING MAINTENANCE HOLE MH18. EACH DUCT SHALL
FABRIC MESH INNER-DUCT WITH TRACING WIRE TO
MAINTENANCE HOLE MH18. PROVIDE WITH ONE 3"- 3 CELL
DUCT BANK FROM ELEC/IT ROOM 125 TO EXISTING
PROVIDE UNDERGROUND COMMUNICATIONS CONDUIT 1 .
RS
M
JR
W
W
2Q R
R
_P la ns -0
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F B
F C
T S .d g n
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D E
S
IG
N E
D B
Y
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
®of Engineers
US Army Corps
D E
S C
R
IP
T
IO
N
P P ro je c ts \0
\0
C
A D
B
IM
S h e e ts \1
T e lc o m \F
B F
C T S .d g n
-F
E B -2
H E
N S
L E
Y
L O
U
IS
V
IL
L E D
IS
T R
IC
T
L O
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V
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N A
B O P
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R T
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A N
A N F
IT
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S S C
E N
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R F .F .R
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N N
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F E
B R
U A
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IF
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D F
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U B
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T A
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P N P
F
Y
FC
TS101
NOT TO SCALE
DETAIL
X
Z
Y
GROUND ROD
COEFICIENT OF FRICTION.
COVER SHALL HAVE 0.5 MINIMUM
33,750/22,500 LB. OVER A 10'X20' PLATE.
VERTICAL TEST/DESIGN LOAD OF
HEAVY DUTY COVER RATED FOR A
TEST/DESIGN LOAD OF 1,200/800 LB/SQFT.
LOAD OF 33,750/22,500 LB. AND A LATERAL
DESIGNED FOR A VERTICAL TEST/DESIGN
WITH HEAVY-WEAVE FIBERGLASS.
POLYMER CONCRETE REINFORCED
1/2" PVC SLEEVE
GROUND WIRE IN
#6 BARE COPPER
LUG IN HAND HOLE
PROVIDE GROUND
STEEL BOLTS
3/8" STAINLESS
HH
NOMINAL DIMENSIONS (INCHES)
TYPE X
Y Z
48 36
HANDHOLE
N O
T E
MATCH EXISTING SURFACE.
AND OTHERWISE REPAIRED TO
SURFACE MUST BE CUT, PATCHED
MARKING TAPE
12" WIDE FOIL BACKED
IN 6" LAYERS
COMPACT SOIL
N O
T E
MATCH EXISTING SURFACE.
AND OTHERWISE REPAIRED TO
SURFACE MUST BE CUT, PATCHED
MARKING TAPE
12" WIDE FOIL BACKED
IN 6" LAYERS
COMPACT SOIL
MIN
3"
MIN
3"
7 1/2"
NOTE 4
N O
T E
/2
M
IN
M
IN
/2
M
IN
N O
T E
M
IN
MIN
3"
MIN
3"
7 1/2"
NOTE 4
WITH SPECIFICATIONS
MATERIAL IN ACCORDANCE
BACKFILL USING SATISFACTORY
WITH SPECIFICATIONS
MATERIAL IN ACCORDANCE
BACKFILL USING SATISFACTORY
TS101
NOT TO SCALE
DETAIL
TYPICAL CONCRETE ENCASE DUCTBANKTYPICAL SAND ENCASE DUCTBANK
TYPICAL ENCASE DUCTBANK: ( , )4
(TYP)
SHEET KEYNOTES
(TYP)
BY THE GEOTECHNICAL ENGINEER.
HORIZONTAL TO ONE VERTICAL OR AS RECOMMENDED
SLOPE EARTH EXCAVATION AT A MINIMUM RATE OF TWO 8.
PRIOR TO INSTALLATION.
CONTRACTING OFFICER REVIEW AND ACCEPTANCE
PROVIDE A CONSTRUCTION JOINT DETAIL FOR
MULTIPLE POURS ARE REQUIRED, CONTRACTOR SHALL
SHALL BE INSTALLED IN ONE CONTINUOUS POUR. IF
EACH LENGTH OF CONCRETE DUCTBANK ENCASEMENT 7.
PREVENT WATER PENETRATION.
PROVIDE PULL WIRE IN EACH CONDUIT, AND SEAL TO 6.
PLAN(S) FOR QUANTITY AND SIZE OF CONDUITS.
ENCASED DUCT BANK. REFER TO COMMUNICATIONS
PROVIDE EB TYPE CONDUIT OR BETTER FOR CONCRETE 5.
AND ELECTRICAL POWER DUCTS.
PROVIDE A MINIMUM OF 12" BETWEEN COMMUNICATION 4.
PROVIDE EACH DUCT WITH 3-WAY FIBER INNER LINER.3.
PLAN(S) FOR QUANTITY AND SIZE OF CONDUITS.
ENCASED DUCT BANK. REFER TO COMMUNICATIONS
PROVIDE SCHEDULE 40 PVC CONDUITS FOR SAND 2.
FINISHED GRADE UNLESS OTHERWISE NOTED.
TOP OF DUCTBANK SHALL BE A MINIMUM OF 24" BELOW 1.
TOP VIEW
CABLE LOOP
IN ORDER TO ACCOMMODATE
HANDHOLE NEAR THE CORNER
CONDUITS SHALL ENTER
BELL END OR END PIECE (TYP)
OPTIC CABLE IN HANDHOLE
LOOP 20FT. OF SLACK FIBER
TS501
D A
V
IS
R
M A
Y S
S
IT
E C
O M
M U
N
IC
A T
IO
N S D
E T
A
IL
S
D P
E C
K
IN
P A
U G
HRS
M
JR
W
W
2Q R
R
_P la ns -0
ARCH- ARCHITECT(URAL)
BO- BOTTOM OF...
BRG- BEARING
CJ- CONTROL JOINT
CL- CENTERLINE
CLR- CLEAR
COL- COLUMN
CONC- CONCRETE
CONT- CONTINUOUS
CONST- CONSTRUCTION
DBA-DEFORMED BAR ANCHOR
DIA- DIAMETER
DIAG- DIAGONAL
EA- EACH
EF- EACH FACE
EL- ELEVATION
EQ- EQUAL
EW- EACH WAY
EXP- EXPANSION
FF- FINISHED FLOOR
FTG- FOOTING
HORIZ- HORIZONTAL
JBE - JOIST BEARING ELEVATION
JT- JOINT
LLB- LONG LEG BACK TO BACK
LLH- LONG LEG HORIZONTAL
LLV- LONG LEG VERTICAL
MAT'L- MATERIAL
MAX- MAXIMUM
MBM- METAL BUILDING MANUFACTURER
MCJ- MASONRY CONTROL JOINT
MECH- MECHANICAL
MFR- MANUFACTURER
MIN- MINIMUM
NTS- NOT TO SCALE
OC- ON CENTER
OPH- OPPOSITE HAND
PL- PLATE
REINF- REINFORCING
REQ'D- REQUIRED
SIM- SIMILAR
STD- STANDARD
THRU- THROUGH
T&B- TOP AND BOTTOM
TO- TOP OF...
TYP- TYPICAL
UNO- UNLESS NOTED OTHERWISE
VERT- VERTICAL
w/- WITH
WP- WORKING POINT
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US Army Corps of Engineers ®
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