MAUR_FullSize_4Nov2017-FINAL.pdf
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| File | Type | Posted |
|---|---|---|
| MAUR_E-101XXX.pdf | ||
| 18Q00060004.pdf | ||
| Price_Schedule__LCM.xlsx | XLSX spreadsheet | |
| MAUR_E-502XXX.pdf | ||
| 18Q00060002.pdf | ||
| MAUR_E-101XXX.pdf | ||
| MAUR_C-101XXX.pdf | ||
| MAUR_CD101XXX.pdf | ||
| MAUR_E-501XXX.pdf | ||
| MAUR_E-101XXX.pdf | ||
| 18Q00060001.pdf | ||
| MAUR_HalfSize_4Nov2017-FINAL.pdf | ||
| W9126G18Q0006.pdf |
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Text version
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N .T .S
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Contract:
Solicitation:
of Engineers
US Army Corps
FEMA-DR-4332-TX
MAURICEVILLE, TX
LITTLE CYPRESS
NOVEMBER 2017
Galvestson District
CRITICAL PUBLIC FACILITY - SCHOOL
C R
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W9126G-18-Q-0006
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
MAURICEVILLE
CPF SITE
MAURICEVILLE
/4 /2
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EXIST
MIN
SST
TYP
EXISTING
GALVANIZED
INSIDE FACE
MINIMUM
MISCELLANEOUS
OUTSIDE FACE
ON CENTER
STAINLESS STEEL
TOP AND BOTTOM
TYPICAL
UNLESS NOTED OTHERWISE
UNDERGROUND
APPROXIMATE
ALTERNATE WITH
ALUMINUM
BITUMINOUS
BOTTOM
CURB & GUTTER
CONSTRUCTION JOINT
CONCRETE
DIAMETER
EACH FACE
BOT
C/L
C&G
CMP CORRUGATED METAL PIPE
ELEVATION
EACH WAY
DRAWINGDWG
HEIGHT
NUMBER
SAN SANITARY
SPECIFICATIONS
MIRR MIRRORED
APPROX
ALT W/
ALUM
BITUM
CENTER LINE
CLR CLEAR
CJ
CONC
DIA
EF
EJ
EL
EW
GALV
HT
IF
MISC
OF
NO
OC
SPEC
T&B
UNO
UGND
FES FLARED END SECTION
WIDTH
WATER MAINWM
W
LONGLG
M/R MAINTAINACE AND REPAIR
* UNLESS OTHERWISE NOTED ON EACH SHEET
NTS NOT TO SCALE
PROP PROPOSED
US UNITED STATES
EXPANSION JOINT
MID MID SPAN MONOLITH
ABBREVIATIONS
PRK PARKING
MAX MAXIMUM
MGR SITE MANAGER
MB MAIL BOX
BS BUS STOP
MHU MANUFACTURED HOUSING UNIT
DESCRIPTION
NO.
DWG.
INDEX OF DRAWINGS - CONSTRUCTION
FILE NAME
DRAWING NUMBER
AS-BUILT
N.T.S.
LOCATION MAP
ORANGE COUNTY, TX
SCALE: N.T.S.
VICINITY MAP
ORANGE COUNTY, TX
SCALE: N.T.S.
SITE MAP
LITTLE CYPRESS SITE
SCALE:
BEAUMONT
NEDERLAND
VIDOR
ORANGE
COUNTY
ORANGE
TX
LA
TEXAS
C R
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E-502
E-501
E-101
C-506
C-505
C-504
C-503
C-502
C-501
C-102
C-101
CD101
G-002
G-001
ELECTRICAL DETAILS - 2
ELECTRICAL DETAILS - 1
ELECTRICAL UTILITY PLAN
SITE DETAILS
WALKWAY CANOPY DETAILS
ELEVATED WALKWAY RAMP DETAILS
ELEVATED WALKWAY DETAILS
SITE DETAILS
SITE DETAILS
UTILITY PLAN
SITE PLAN
EXISTING CONDITIONS AND DEMOLITION PLAN
DISTRICT, LOCATION AND VICINITY MAPS
COVER SHEET AND SIGNATURE BLOCK
MAUR_E-502---.DGN
MAUR_E-501---.DGN
MAUR_E-101---.DGN
MAUR_C-506---.DGN
MAUR_C-505---.DGN
MAUR_C-504---.DGN
MAUR_C-503---.DGN
MAUR_C-502---.DGN
MAUR_C-501---.DGN
MAUR_C-102---.DGN
MAUR_C-101---.DGN
MAUR_CD101---.DGN
MAUR_G-002---.DGN
MAUR_G-001---.DGN
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®of Engineers
US Army Corps of Engineers
US Army Corps
EDGE OF PAVEMENT EDGE OF PAVEMENT
LIFT STATION
MANHOLE
MANHOLE
EDGE OF PAVEMENT
TO GROUND ELEVATION
CUT AND REMOVE TREES
BY OTHERS
DEBRIS REMOVED
OF CLASSROOM UNITS.
INKIND AFTER REMOVAL
LINK FENCE. REPLACE
REMOVE CHAIN-
PEDESTAL, AND APPURTENANCES
PROTECT IN PLACE LIGHT POLE,
SEE SHEET E-101.
RELOCATED.
AND SERVICE
TO BE REMOVED
POWER POLE
REMOVED BY OTHERS
CONSTRUCTION FENCE,
S O
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US Army Corps
L
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N S A
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LEGEND GENERAL NOTES THIS SHEET
N
80'0 40'
AND DEMOLITION PLAN
EXISTING CONDITIONS
CB
L
L
EXISTING SANITARY SEWER
EXISTING DOMESTIC WATER
L
IT
T L E C
Y P
R E
S S
COMPLETED.
CLARIFICATION OF NEW WORK THAT HAS BEEN
PAVEMENT LINES HAVE BEEN SHOWN FOR
STATE OF WEST PARKING LOT. EDGE OF
7. AERIAL SHOWN DOES NOT REFLECT CURRENT
REMAIN IN PLACE UNLESS OTHERWISE NOTED.
6. EXISTING POWER POLES AND GUY WIRES TO
REMAIN IN PLACE UNLESS OTHERWISE NOTED.
5. EXISTING STREET LIGHT PEDESTALS TO
SURFACE.
THRESHOLD ELEVATION OF 48" ABOVE GROUND
4. TRAILERS SHALL BE BLOCKED TO A MAXIMUM
INSTALLATION REQUIREMENTS.
3. SEE SHEET E-101, 501, 502 FOR ELECTRIC
2. SEE SHEET C-102 FOR UTILITY LAYOUT.
505 FOR CIVIL DETAILS.
1. SEE SHEETS C-501, C-502, C-503, C-504, AND C-
EXISTING STREET LIGHT, PEDESTAL ONLY
EXISTING STREET LIGHT W/ PEDESTAL
EXISTING STORM WATER INLET
EXISTING SANITARY LIFT STATION
EXISTING POWER POLE
SEE NOTE 7
PAVED PARKING LOT
G A
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T O
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G A
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T O
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IS
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F E
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BUILDING CANOPY
WITH EXISTING
CANOPY TO CONNECT
SEE C-505.
EMERGENCY VEHICLES ACCESS.
RAISED CANOPY TO ALLOW
EXISTING PAVEMENT EXTENTS
EXTENTS
EXISTING PAVEMENT
EXTENTS
EXISTING PAVEMENT
EXISTING PEDESTAL.
ELEVATED WALKWAY TO GO OVER
STREET LIGHT PEDESTAL TO REMAIN,
AND SHOWN ON C-501)
WITH AGGREGATE BASE (AS SPECIFIED
EXTENTS OF GEOTEXTILE OVERLAIN
TO PAVEMENT)
WHERE AGGREGATE BASE IS ADJACENT
BASE TO EDGE OF PAVEMENT (TYP
EXTEND GEOTEXTILE AND AGGREGATE
E=3587048.3959 N=14019977.5955
E=3587134.5518 N=14019838.3782
SCHOOL. SEE TABLE, THIS SHEET.
UNITS LAYOUT - ELEMENTARY
WORK LIMITS FOR CLASSROOM
BETWEEN CLASSROOMS
TO PROHIBIT ACCESS
PROVIDE FENCING
SEE TABLE, THIS SHEET.
UNITS LAYOUT - MIDDLE SCHOOL.
WORK LIMITS FOR CLASSROOM
BETWEEN CLASSROOMS
TO PROHIBIT ACCESS
PROVIDE FENCING
BUILDING CANOPY
WITH EXISTING
CANOPY TO CONNECT
SEE NOTE 11.
WALKWAY OVERHANG
SEE NOTE 11.
WALKWAY OVERHANG
SEE NOTE 11 (TYP).
WALKWAY OVERHANG
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US Army Corps
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SITE PLAN
80'0 40'
M A
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U .S
A R
M Y C
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P S O
F E
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IN
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LEGEND GENERAL NOTES THIS SHEET
C-101
ACCESSIBLE RAMP
STAND-ALONE CANOPY
FRONT OF UNIT
STAIRWAY
ROOM UNIT PLACEMENT
BOUNDARIES FOR CLASS
C R
IT
IC
A L P
U B
L
IC
F
A C
IL
T L E C
Y P
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S S
ELEVATED WALKWAY WITH CANOPY
WITH AGGREGATE BASE
EDGE OF GEOTEXTILE OVERLAIN
DECKING WILL BE PLACED.
UNPAVED AREAS WHERE UNITS AND/OR
(AS SPECIFIED AND SHOWN ON C-501) IN ANY
7. PLACE GEOTEXTILE WITH AGGREGATE BASE
REMAIN IN PLACE UNLESS OTHERWISE NOTED.
6. EXISTING POWER POLES AND GUY WIRES TO
REMAIN IN PLACE UNLESS OTHERWISE NOTED.
5. EXISTING STREET LIGHT PEDESTALS TO
ABOVE GROUND SURFACE.
MAXIMUM THRESHOLD ELEVATION OF 48"
4. CLASSROOM UNITS SHALL BE BLOCKED TO A
INSTALLATION REQUIREMENTS.
3. SEE SHEET E-101, 501, 502 FOR ELECTRIC
2. SEE SHEET C-102 FOR UTILITY LAYOUT.
505 FOR CIVIL DETAILS.
1. SEE SHEETS C-501, C-502, C-503, C-504, AND C-
W
ET
W
ET
W
ET
W
ET
W
ET
R E S T R
O O
M
R E S T R
O O
M
PLANE, SOUTH CENTRAL ZONE, US FOOT
COORDINATE SYSTEM: NAD83 TEXAS STATE
FROM ROADWAYS SHALL BE MET.
13. ALL LOCAL REQUIREMENTS FOR SETBACKS
ACCEPTABLE.
MEET CONTRACT REQUIREMENTS ARE
CONCEPTUAL, ALTERNATE DESIGNS THAT
12. CLASSROOM UNIT/WALKWAY LAYOUT IS
CLASSROOM DOORS.
NECESSARY TO ALLOW ACCESS TO
11. WALKWAYS TO ONLY EXTEND AS FAR AS
EXISTING LIGHT POLE BASES.
10. WALKWAYS ARE TO BE CONSTRUCTED OVER
CANOPY, SEE C-505 FOR DETAILS.
9. ALL WALKWAYS AND RAMPS WILL HAVE A
COMPLETED.
CLARIFICATION OF NEW WORK THAT HAS BEEN
PAVEMENT LINES HAVE BEEN SHOWN FOR
STATE OF WEST PARKING LOT. EDGE OF
8. AERIAL SHOWN DOES NOT REFLECT CURRENT
R
E S T R
O O
M
SECTION WHEN WORK SEE C-501.
SECTION AFTER WORK IS COMPLETE.
RESTORE PAVEMENT TO PREVIOUS
CONCRETE PAVEMENT.
SAWCUT EXISTING
SEE SPECIFICATIONS.
WATERMAIN UNDER ROAD
BORE CASING TO PLACE
TO MANHOLE. SEE C-501.
SANITARY SEWER CONNECTION
GRADE PIPING (OFF PAVEMENT)
TRANSITION TO BELOW
SEWER
6" SANITARY
UNDERGROUND
SEE C-502.
SANITARY C/O (TYP).
CONNECTION (TYP)
SANITARY SERVICE
(6' DOWNSTREAM OF C/O)
BELOW GRADE PIPING
SANITARY TRANSITION TO
SEE C-501.
CONTRACTOR TO VERIFY.
~10' BELOW MH COVER.
MANHOLE. INVERT MH
CONNECTION TO
SANITARY SEWER
3" WATER LINE
SEE C-502.
TO EXISTING WATERMAIN.
WATER SERVICE MAIN CONNECT
SEE C-502.
TO EXISTING WATERMAIN.
WATER SERVICE MAIN CONNECT
BELOW GRADE PIPING
WATER LINE TRANSITION TO
SHOWN ON C-506. (TYP)
TO BUILDING SERVICE AS
PROVIDE PIPE CONNECTION
ON C-502.
CONNECTION SHOWN
WITH CORP STOP
TO BUILDING SERVICE
PROVIDE CONNECTION
SEE C-506.
CLEANOUT
TWO-WAY
SEE C-506.
CLEANOUT
TWO-WAY
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US Army Corps
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C-102
M A
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SHEET KEYNOTES
LEGEND
GENERAL NOTES THIS SHEET
80'0 40'
N
UTILITY PLAN
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
2" DOM WATER SERVICE
6" SANITARY SERVICE
EXISTING HYDRANT
EXISTING SANITARY SEWER
PIPE CROSSING WITH SANITARY.
KEEP WATER PIPE JOINTS NO CLOSER THAN 10 FEET FROM
UTILITY ROAD CROSSINGS
LOCAL CODE.
CONNECTION AND TAP MATERIALS SHALL MEET
DISTRICT FOR CONNECTION EQUIPMENT.
COORDINATE WITH MAURICEVILLE UTILITY
CONNECTION AND TAP. THE CONTRACTOR SHALL
WATERLINES TO THE EXISTING, INCLUDING
THE MATERIAL AND INSTALLATION OF THE
5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR
CROSSINGS.
DEPTH, AND BURY DEPTH AT ROAD
OTHERWISE. SEE SHEET C-501 FOR BURY
ABOVEGROUND, UNLESS PLANS SHOW
4. WATER AND SEWER LINES TO BE
UTILITY INSTALLATION DETAILS.
3. SEE SHEET E-501 AND E-502 FOR ELECTRIC
2. SEE SHEET C-101 FOR SITE LAYOUT.
SERVICE CONNECTIONS.
1. SEE SHEET C-501 FOR WATER AND SEWER
M A
U R
C R
IT
IC
A L P
U B
L
IC
F
A C
IL
T L E C
Y P
R E
S S
CO SANITARY CLEAN OUT
CLASSROOM UNIT.
WHERE EACH SERVICE CONNECTS TO A
10. PROVIDE CONNECT/DISCONNECT VALVES
BEEN COMPLETED.
CLARIFICATION OF NEW WORK THAT HAS
PAVEMENT LINES HAVE BEEN SHOWN FOR
STATE OF WEST PARKING LOT. EDGE OF
9. AERIAL SHOWN DOES NOT REFLECT CURRENT
MAXIMUM GRADE FOR SANITARY SEWER: 5.0%
8. MINIMUM GRADE FOR SANITARY SEWER: 1.0%
7. FOR UNIT UTILITY REQUIREMENTS, SEE C-502.
PRIOR TO CONSTRUCTION FOR UTILITY LOCATES.
CONSTRUCTION. CONTRACTOR SHALL CALL TEXAS811
FOR VERIFYING ALL UTILITIES PRIOR TO BEGINNING
UTILITIES WITHIN THE PROJECT AREA AND IS RESPONSIBLE
6. THE CONTRACTOR SHALL BE AWARE OF THE EXISTING
WATER
8" EXISTING DOMESTIC
M A
U R
IC
E V
IL
L E T
X
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M A D
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A L
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IS
T R
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T
G A
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T O
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X
LINES.
SEPARATION IN UNDERGROUND WATER AND SEWER
13. MAINTAIN 10' HORIZONTAL, AND 18" VERTICAL
STRAPPED AS SPECIFIED.
12. ABOVEGROUND PIPING TO BE SUPPORTED AND
UTILITIES TO SERVE NUMBER OF BUILDINGS INSTALLED.
11. LAYOUT OF UTILITIES IS A CONCEPT ONLY. INSTALL
STEPS
FINISHED GRADE
O.D.
BEDDING*
BACK FILL*
INITIAL
UNPAVED AREAS.
MOUND 6" IN EXCEED 3' EACH SIDE OF TRENCH.
UNIFORMLY MOUND EXCESS MATERIAL NOT TO
X
WALL OF THE MANHOLE
IS 6", MEASURED FROM THE INSIDE
BETWEEN PIPE PENETRATIONS
MIN HORIZONTAL SEPARATION
AND PROVIDE A WATER TIGHT SEAL.
CUT INTO MANHOLE, INSERT PIPE,
FOR NEW PIPING CONNECTION,
GEOTEXTILE
EXISTING GROUND SURFACE
O.D.
BEDDING*
BACK FILL*
INITIAL
SAWCUT PAVEMENT
GRADE
ELBOW
(SEE NOTE 1)
GRANULAR FILL BACKFILL
WITH THREADED PLUG
CLEAN-OUT WYE
PIPE & RISER
SERVICE
M A
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C-501
M A
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C -5
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PLAN
SECTION
(4" MIN.)
O.D.4
ALL PIPING
FINAL BACKFILL***
SATISFACTORY MATERIAL .
*** FINAL BACKFILL SHALL MEET THE REQUIREMENTS OF
N.T.S.
DETAIL
WATER AND SEWER PIPE BEDDING AND BACKFILL
SCALE:
MAX. 30"
SPECIFICATIONS FOR GRANULAR FILL .
* BEDDING AND INITIAL BACK FILL SHALL MEET THE
TRENCH.
CONTINUOUS BEARING ON THE BOTTOM OF THE
2. TRENCH SHALL BE GRADED SO PIPES HAVE A FIRM, SUBSTANTIALLY
IN UNPAVED AREAS.
1. 36" MIN. COVER OVER WATER AND SEWER LINES
NOTES:
N.T.S.
DETAIL
SANITARY SEWER CONNECTION TO MANHOLE
SCALE:
IN THE MANHOLE TO REDUCE THE DROP.
1. WHERE DROP IS GREATER THAN 24", USE VERTICAL PIPING
NOTES:
U .S
A R
M Y C
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P S O
F E
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Y P
R E
AGGREGATE BASE
DETAIL
AGGREGATE BASE AND GEOTEXTILE
SCALE:
(4" MIN.)
O.D.4
ALL PIPING
N.T.S.
DETAIL
WATER AND SEWER PIPE BEDDING AND BACKFILL
SCALE:
MAX. 30"
SPECIFICATIONS FOR GRANULAR FILL .
* BEDDING AND INITIAL BACK FILL SHALL MEET THE
EXISTING PAVEMENT
CAST-IN-PLACE CONCRETE.
MATERIAL MEETING SPECIFICATIONS FOR
3. SAWCUT PAVEMENT SHALL BE REPLACED WITH
TRENCH.
CONTINUOUS BEARING ON THE BOTTOM OF THE
GRADED SO PIPES HAVE A FIRM, SUBSTANTIALLY
2. AT SAWCUT LOCATIONS, TRENCH SHALL BE
UNDER ROADS.
1. 36" MIN. COVER OVER WATER AND SEWER LINES
NOTES:
2. MAINTAIN EXISTING DRAINAGE PATTERNS.
GROUND SURFACE.
1. PLACE GEOTEXTILE DIRECTLY ON EXISTING
NOTES:
4" MAX
N.T.S.
DETAIL
SEWER LINE CLEANOUT FOR BURIED PIPE
SCALE:
EASILY ACCESSED.
2. CLEANOUT SHALL BE PLACED SO THAT IT CAN BE
SPECIFICATIONS.
BELOW SEWER LINE. SEE
1. COMPACTED GRANULAR FILL 6" ABOVE AND 6"
NOTES:
G A
L V
E S
T O
N D
IS
T R
IC
T
G A
L V
E S
T O
N T
X M
A U
R
IC
E V
IL
L E T
X
F E
M A D
R -4
-T
X S
O L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
EXISTING 8" WATERMAIN
TO UNIT SERVICE LINES
WATER SERVICE LEAD
CORP. STOPSERVICE CLAMP
UNDISTURBED SOIL
GRANULAR FILL
VERIFY MATERIAL IF EXISTING
PROPOSED/EXISTING WATERMAIN
(SEE CORP STOP DETAIL, THIS SHEET)
TAP TO EXISTING WATERMAIN
2" WATER SERVICE MAIN
REQUIRED PRIOR TO CONNECTION
CURB STOP VALVE
12'
8'
/4 /2
N .T .S
A N
S I
D
P R
F
P J
M
S
IT
E D
E T
A
IL
S
C-502
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M A
U R
C -5
X X
X .d g n
N.T.S.
DETAIL
TYPICAL BUILDING SPACING
SCALE:
N.T.S.
DETAIL
WATER SERVICE MAIN CONNECT TO EXISTING WATERMAIN
SCALE:
M A
U R
C R
IT
IC
A L P
U B
L
IC
F
A C
IL
IT
Y
L
IT
T L E C
Y P
R E
DETAIL
CORP STOP MAIN AND SERVICE CONNECTION
SCALE:
THAT SAME 8' SPACE.
8' IF BOTH HVAC UNITS ARE NOT IN
1. 12' DIMENSION MAY BE SHORTENED TO
NOTES:
M A
U R
IC
E V
IL
L E T
X
F E
M A D
R -4
-T
X G
A L
V E
S T
O N D
IS
T R
IC
T
G A
L V
E S
T O
N T
X
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
V A
R
IE
S
(BASED ON HEIGHT)
VERIFY LENGTH
A
R
IE
S
M A
X
WIDTH TO CONFORM TO ACCESSIBILITY STANDARDS
4'-0"
FULL WIDTH OF CLASSROOM UNIT SEPARATION
/4 /2
N .T .S
A N
S I
D
P R
F
P J
M
C-503
M A
U R
C -5
X X
X .d g n
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W A
L K
W A
Y D
E C
K D
E T
A
IL
S
UNIT
CLASSROOM
UNIT
CLASSROOM
1"
1"
GRADE UNIT
CLASSROOM
UNIT
CLASSROOM
V E
R
IF
Y I
N F
IE
L D
GRADE
N.T.S.
DETAIL
STAIRCASE AT ELEVATED WALKWAY
SCALE:
WOOD POST
RAILINGS
WOOD
WOOD CAP
WOOD DECKING
POST
WOOD
STRINGERS
SKIRTS @ OUTSIDE
STRINGERS W/
BETWEEN STRINGERS
WOOD BLOCKING
WOOD TREADS
LANDING
RETURN @
@ POST AND
WOOD BLOCKING
WOOD POST
WOOD RAILING
WOOD CAP
M A
U R
C R
IT
IC
A L P
U B
L
IC
F
A C
IL
T L E C
Y P
R E
S S
FOOTING
PRECAST
F E
M A D
R -4
-T
X
M A
U R
IC
E V
IL
L E T
X
G A
L V
E S
T O
N D
IS
T R
IC
T
G A
L V
E S
T O
N T
X
N.T.S.
SCALE:
HANDRAIL AT DECK RAILING
SECTION
WALKWAY MATERIAL
MATCH EXISTING ON GRADE
WOOD DECK LANDING OR
WOOD POST
WOOD HANDRAIL
STAIR NOSING
WOOD RAILING ABOVE
WOOD DECKING
WOOD RAILINGS
WOOD CAP
WOOD RAIL
EDGES
HANDRAIL - ROUND
CONT. WOOD
N.T.S.
SCALE:
ELEVATED WALKWAY
SECTION
N.T.S.
SCALE:
STAIRCASE AT ELEVATED WALKWAY
SECTION
HANDRAILS
WOOD
ELEVATION.
CLASSROOM UNIT FLOOR
" BELOW 4
1WOOD WALKWAY
1. SET ELEVATION OF ELEVATED
NOTE:
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
E
R
IF
Y I
N F
IE
L D
V A
R
IE
S V
A R
IE
/4 /2
N .T .S
A N
S I
D
P R
F
P J
M
C-504
M A
U R
C -5
X X
X .d g n
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W A
L K
W A
Y R
A M
P D
E T
A
IL
S
DETAIL NOTES
UNIT
CLASSROOM
RAMP UP
LANDING
INTERMEDIATE WALKWAY
UNIT
CLASSROOM
GRADE
GRADE
GRADERAMP UP
UNIT
CLASSROOM
WALKWAY
RAMP UP
SLOPE 0:0
GRADE
RAMP UP
LANDING
POST FOOTING
PRECAST
CONCRETE
N.T.S.
DETAIL
RAMP-GRADE INTERFACE
SCALE:
N.T.S.
DETAIL
RAMP SECTION
SCALE:
N.T.S.
DETAIL
ACCESSIBLE RAMP
SCALE:
N.T.S.
DETAIL
RAMP-ELEV. WALKWAY INTERFACE
SCALE:
WOOD RAILING
WOOD HANDRAIL
DECKING
WOOD
WOOD RAILINGS
WOOD HANDRAIL
WOOD CAP
WOOD DECKING
STRINGERS
POST
WOOD
POST
WOOD
ON PAVED SURFACE
LAY FLUSH
CUT STRINGERS TO
STRINGERS
WOOD RAILINGS
WOOD HANDRAIL
WOOD CAP
WOOD DECKING
WOOD DECKING
WOOD DECKING
WOOD RAILING
WOOD POST
WOOD HANDRAIL
WOOD CAP
WOOD POST
WOOD RAILINGS
WOOD HANDRAIL
WOOD CAP
WOOD DECKING POST
WOOD
UNDER STRINGERS
REMOVE EARTH
STRINGERS
M A
U R
C R
IT
IC
A L P
U B
L
IC
F
A C
IL
T L E C
Y P
R E
S S
FOOTING
CONCRETE
G A
L V
E S
T O
N T
X
G A
L V
E S
T O
N D
IS
T R
IC
T
M A
U R
IC
E V
IL
L E T
X
F E
M A D
R -4
-T
X
ANCHOR STRAPS.
ANCHORED USING PRECAST CONCRETE FOOTINGS WITH
4. VERTICAL SUPPORTS FOR ELEVATED WALKWAYS TO BE
BE ANCHORED TO ELEVATED WALKWAY WHERE POSSIBLE.
3. VERTICAL SUPPORTS FOR OVERHEAD WALK CANOPIES TO
2. SEE SHEET C-101 FOR SITE LAYOUT.
ADA ACCESSIBILITY STANDARDS.
1. ALL SLOPES AND WIDTHS TO CONFORM TO
PAVED AREA GREENSPACE AREA
SLOPE 1:12 MAX
SLOPE 1:12 MAX
WOOD CAP
WOOD RAIL
WOOD POST
1/4" BELOW CLASSROOM UNIT FLOOR ELEVATION.
1. SET ELEVATION OF ELEVATED WOOD WALKWAY
NOTE:
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
WALKWAY
ELEVATED
20' MAX20' MAX
V A
R
IE
SLOPE FOR DRAINAGE
/4 /2
N .T .S
A N
S I
D
P R
F
P J
M
C-505
M A
U R
C -5
X X
X .d g n
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SHEET KEYNOTES DETAIL NOTES
N.T.S.
DETAIL
RAMP-GRADE INTERFACE
SCALE:
N.T.S.
DETAIL
RAMP SECTION
SCALE:
N.T.S.
DETAIL
ACCESSIBLE RAMP
SCALE:
N.T.S.
DETAIL
CANOPY SUPPORT SPACING
SCALE:
SURFACE
CONCRETE
GRADE
EXISTING
SURFACE
CONCRETE
GRADE
EXISTING
GRADE
EXISTING
1 2
2 31
M A
U R
C R
IT
IC
A L P
U B
L
IC
F
A C
IL
T L E C
Y P
R E
S S
M A
U R
IC
E V
IL
L E T
X
F E
M A D
R -4
-T
X G
A L
V E
S T
O N D
IS
T R
IC
T
G A
L V
E S
T O
N T
X
ADJACENT TO ELEVATED WALKWAYS.
CONCRETE FOOTINGS WHEN FOOTINGS ARE LOCATED
VERTICAL SUPPORTS INSTALLED USING PRECAST
AREAS.
OUTSIDE OF ELEVATED WALKWAYS IN GREENSPACE
FOOTINGS WITH ANCHOR STRAPS WHEN LOCATED
VERTICAL SUPPORTS INSTALLED USING CONCRETE
WALKWAYS AND ABOVE CONCRETE.
ANCHOR BOLTS WHEN LOCATED OUTSIDE OF ELEVATED
VERTICAL SUPPORTS ATTACHED USING CONCRETE
DRIVE CROSSINGS.
4. CANOPY TO PROVIDE 14' CLEARANCE FROM GRADE AT ALL
CANOPY SUPPORTS TO BE STAINLESS STEEL.
3. CONCRETE ANCHORS FOR INSTALLATION OF VERTICAL
ELEVATED WALKWAY WHEN ADJACENT TO WALKWAY.
2. VERTICAL CANOPY SUPPORTS TO BE ANCHORED TO
FROM ELEMENTS COMPLETELY.
CLASSROOM UNITS ABOVE DOORS TO PROVIDE PROTECTION
1. CANOPIES TO EXTEND PAST EXTERIOR FACE OF
W A
L K
W A
Y C
A N
O P
Y D
E T
A
IL
S
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
4' MAX
SANITARY OUTLET
CLEAN OUT
" PER FOOT MIN.)4
2% SLOPE
SEWER CONNECTION
GRADE
OUTLET
SANITARY
4" ELBOW
CLEAN-OUT ADAPTER
4" PLUG AND
4" WYE
CLEAN-OUT ADAPTER
4" PLUG AND
UNIT SKIRTING
SEWER STRAP
SANITARY OUTLET
CONTRACTOR
BY INSTALLATION
/4 /2
N .T .S
A N
S I
D
C R
IT
IC
A L P
U B
L
IC
F
A C
IL
IT
Y
P J
M
P J
M
C-506
L
IT
T L E C
Y P
R E
S S
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M A
U R
C -5
X X
X .d g n
ALTERNATE CLEAN-OUT METHOD
18" MIN
SEWER LINE CONNECTION
SCALE: NONE
DETAIL
SADDLE INSTALLATION LIMITS
C L
45 PVC SADDLE
PIPE CROWN
FLOW
F
LO
W
STAINLESS
STEEL
CLAMPS
S A
D D
LE
S A D
D
LE
L
PIPE SPRINGLINE
C o
PIPE CROWN
o
L C
L C
SANITARY SEWER SERVICE CONNECTION
SCALE: NONE
DETAIL
BACKFILL WITH GRANULAR MATERIAL
GENERAL NOTES THIS SHEET
CLASSROOM UNIT
S
IT
E D
E T
A
IL
S
G A
L V
E S
T O
N T
X
G A
L V
E S
T O
N D
IS
T R
IC
T
M A
U R
IC
E V
IL
L E T
X
F E
M A D
R -4
-T
X
ALTERNATE CLEAN-OUT METHOD
EASILY ACCESSED.
2. CLEANOUT SHALL BE PLACED SO THAT IT CAN BE
MAY BE UTILIZED.
SHOWN ABOVE, ALTERNATE CLEAN-OUT METHODS
POSITION CANNOT BE PLACED IN THE LINE AS
1. IF A 4" CLEAN-OUT WYE IN THE STANDING
CLASSROOM UNIT
CLASSROOM UNIT
PVC TO D.I. PIPE ADAPTER
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
SEE NOTE 6
(TO BE RELOCATED)
ELECTRIC LINE
OVERHEAD
EXISTING
GRADE AS SHOWN
TO TRANSFORMER ABOVE
EXTEND PRIMARY CONDUIT
SERVICE
OVERHEAD ELECTRICAL
CONNECT TO EXISTING
LINE.
EXISTING ELECTRICAL
OF BURIED RELOCATED
PROPOSED ROUTE
(TYP.)
CLASSROOM UNITS
TAP BOX - 1 PER 3
ELECTRICAL
POWER POLE
EXISTING
SEE NOTE 6
(TO BE RELOCATED)
ELECTRIC LINE
OVERHEAD
EXISTING
CLASSROOM UNITS (TYP.)
TAP BOX - 1 PER 2 OR 3
ELECTRICAL
ACCESS
MAINTAIN VEHICLE
HEIGHT TO
TO SUFFICIENT
TO BE INSSTALLED
OVERHEAD LINE
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
/4 /2
A N
S I
D
P R
F
D B
S
E-101
M A
U R
E -1
X X
X .d g n
SHEET KEYNOTES
80'0 40'
N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M A
U R
C R
IT
IC
A L P
U B
L
IC
F
A C
IL
T L E C
Y P
R E
S S
M A
U R
IC
E V
IL
L E T
X
F E
M A D
R -4
-T
X G
A L
V E
S T
O N D
IS
T R
IC
T
G A
L V
E S
T O
N T
X
E L E
C T
R
IC
U
T
IL
IT
Y P
L A
N
LEGEND
ELECTRICAL CONDUIT
PRIMARY ELEC. CONDUIT
RELOCATED (BURIED) ELEC. LINE
OVERHEAD ELECTRIC (EXISTING)
OVERHEAD ELECTRIC (PROPOSED)
ELECTRICAL NOTES
THE POLE TO ENTERGY’S REQUIREMENTS.
CONTRACTOR SHALL RUN THE PRIMARY CONDUIT UP
DISCONNECTS AND ARRESTORS AND GROUNDS. THE
EQUIPED WITH REQUIRED CROSS ARMS FUSE
EXISTING POLE WILL BE RE-GUYED BY ENTERGY. AND
PVC CONDUIT WITH ONE SPARE.
FOR DETAILS. THE DESIGN BASIS IS A SINGLE 5 INCH
PARKING LOT AND ROADWAY. SEE CIVIL DRAWINGS
FILL, COMPACT AND THEN PLACE CONCRETE OVER
DUCT BANK. CONTRACTOR SHALL INSTALL SUITABLE
FITTINGS TO COUPLE WITH EXISTING UNDERGROUND
LOT. PROVIDE A SMOOTH SPLICE WITH SWEEP
PRIMARY FEED TO EXISTING POLE NORTH OF PARKING
BE PUT IN PLACE TO EXTEND THE UNDERGROUND
NEW TRENCH AND DUCT BANK 3 FT BELOW GRADE TO
EXISTING POLE IN PARKING LOT TO BE REMOVED.
BE EXTENDED.
DETERMINE CONFIGURATION. THIS REMAINS AND WILL
EXISTING U.G. PRIMARY CABLES AND DUCT BANK.
INSTALL THE POLE, CROSS ARMS GUYS.
AND LOCAL SCHOOL OFFICIALS. ENTERGY WILL
AREA, AT A LOCATION COORDINATED WITH ENTERGY
A NEW POLE WILL BE INSTALLED IN THE NORTH EAST
PRIMARY LINES AND UNDERGROUND CABLES.
ENTERGY WILL PROVIDE AND INSTALL OVERHEAD
RUN NORTH TO A NEW POLE.
ENTERGY AND THE PRIMARY OVERHEAD LINE WILL
EXISTING POLE ON EAST SIDE WILL BE RE-GUYED BY
TO CONSTRUCTION FOR UTILITY LOCATES.
CONSTRUCTION. CONTRACTOR SHALL CALL TEXAS811 PRIOR
FOR VERIFYING ALL UTILITIES PRIOR TO BEGINNING
UTILITIES WITHIN THE PROJECT AREA AND IS RESPONSIBLE
5. THE CONTRACTOR SHALL BE AWARE OF THE EXISTING
REMOVED
4. THESE 400 AMP SERVICES ARE TEMPORARY AND WILL BE
SPECIFIC LOCATIONS.
ENTERGY, (409-679-6225) AND CONTRACTING OFFICER ON
SHOWN IN APPROXIMATE LOCATIONS. COORDINATE WITH
3. THE POLES AND ASSOCIATED 400 AMP SERVICES ARE
COORDINATED.
WILL CONTINUE TO BE REQUIRED. OUTAGES WILL NEED TO BE
2. THE EXISTING SCHOOL ELECTRICAL SERVICE IS IN USE. AND
REROUTED.
PLACED IN THE NORTH EAST QUADRANT AND THE POWER LINE
PARKING AREA WILL BE REMOVED. A NEW POLE WILL BE
1. THE EXISTING POWER POLE AND OVERHEAD LINE IN THE
TB 8
TB 6
TB 7
TB 5
TB 3
TB 4
TB 2
TB 1
TB 9
TB 10
TB 11
TB 12
SP 1
SP 2
SP 3
SP 4 SP 5
SP 6
TRANSFORMER AND SERVICE PANEL
TAP BOX
3" PVC
3-500 MCM
3" PVC
3-500 MCM
(TYP.)
TO UNITS
TAP BOX
IN 1-1/2" PVC
3 1/0, 1#6 GND
IN 2-1/2 IN. GRS
3-250 MCM, 1#4 GND
2-3 CLASSROOMS
TYPICAL OF
RODS
GROUND
TWO
TRANSFORMER
75 KVA
3" PVC
SOCKET
METER
400 A
PANEL
SERVICE
400 A
3" PVC
6 FT.
F
T
/4 /2
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M A
U R
E -5
X X
X .d g n250A 250A
CLASSROOM UNITS CLASSROOM UNITS
FUSE CUTOUT
CLASSROOM UNIT CLASSROOM UNIT CLASSROOM UNIT
CONDUIT
PVC SERVICE
LOOP SUCH THAT EACH CLASSROOM UNIT WILL CONNECT TO TWO OTHERS.
CONDUCTORS SHALL BE SET INTO GRAVEL BUT NOT TRENCHED. MAKE A CONTINUOUS
DAISY CHAIN #4 AWG BARE GROUND CONDUCTOR BETWEEN ALL CLASSROOM UNITS.
CONNECT SUPPLEMENTAL GROUND CONDUCTOR TO SERVICE PANELBOARD GROUND.
KEYNOTES:
N.T.S.
DETAIL
SUPPLEMENTARY GROUNDING OF CLASSROOM UNITS
SCALE:
N .T .S
A N
S I
D
E L E
C T
R
IC
A L D
E T
A
IL
S
E-501
M A
U R
P R
F
D B
S
S H
E E
T O
F
C R
IT
IC
A L P
U B
L
IC
F
A C
IL
IT
Y
L
IT
T L E C
Y P
R E
S S
120/240 V
75 KVA
METER
400 A
PANEL
SERVICE
OUTDOOR
250A
3 TAP BOXES MAY SERVE TWO OR THREE CLASSROOM UNITS.
TO ASSIST IN PULLING CONDUCTORS.
CONDUITS RUN FROM THE SERVICE PANEL ARE GRS. USE SWEEPS AND CONDULETS
PANEL WITH THREE 250 AMP BRANCH BREAKERS.
PROVIDE AND INSTALL INDUSTRY STANDARD OUTDOOR 400 AMP 120/240V SERVICE
KEYNOTES:
SERVICE
120/240 V
1/0. VERIFY WITH LOCAL CODE REQUIREMENTS.
FEET APART. THE CODE REQUIRED GROUND CONDUCTORS ARE NO LARGER THAN
CONTRACTOR TO PROVIDE AND INSTALL TWO 10 FOOT GROUND RODS PLACED 6
GENERALLY FACE THE CLASSROOMS THAT IT SERVES.
INTO GROUND FOR STABILITY. THE ORIENTATION OF THE SERVICE PANEL SHALL
TREATED 6 X 6 TIMBER OR TWO 4 X 4 INCH TREATED TIMBERS. BURY TIMBER 3 FEET
FEET AWAY FROM POLE. THE SERVICE PANEL SHALL BE MOUNTED USING ONE
CONTRACTOR TO PROVIDE AND INSTALL 400 AMP SERVICE PANEL, APPROXIMATELY 6
WITH THE GROUND.
SERVICE PANEL. THE CONDUIT SHALL BE EMBEDDED INTO GRAVEL OR BURIED FLUSH
CONTRACTOR TO PROVIDE AND INSTALL CONDUIT AND CONDUCTORS TO THE
SOCKET.
CONTRACTOR TO PROVIDE AND INSTALL INDUSTRY STANDARD 400 AM METER
MAKE CONNECTION TO TRANSFORMER.
THREE 500 MCM CONDUCTORS. LEAVE ADEQUATE PIGTAIL LENGTH FOR UTILITY TO
CONTRACTOR TO PROVIDE AND INSTALL 3 INCH PVC CONDUIT, WEATHER HEAD AND
ENTERGY UTILITY.
POLE, TRANSFORMER AND ASSOCIATED ITEMS PROVIDED AND INSTALLED BY 1
M A
U R
IC
E V
IL
L E T
X
G A
L V
E S
T O
N D
IS
T R
IC
T
G A
L V
E S
T O
N T
X
N.T.S.
DETAIL
TYPICAL ONE LINE DIAGRAM - SERVICE PANEL TO CLASSROOMS
SCALE: N.T.S.
DETAIL
TYPICAL RISER DIAGRAM - UTILITY POLE TO SERVICE PANEL
SCALE:
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
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U M
B E
R
S
IZ
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S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
15' TYP.
EXISTING GRADE
CONCRETE ANCHORS
CAST IN PLACE
6" TYP.
CONCRETE ANCHORS
CAST IN PLACE
ON GRADE
CONDUITS LAYING
BLOCK FROM ADHERING
TO KEEP CONCRETE
MATERIAL ON GROUND
PUT PLASTIC OR OTHER
3"
PLASTIC
SET ON
(TYP.)
CLASSROOM UNITS
PVC CONDUITS TO
GROUND LUG/BOLT
BLOCKS (TYP.)
TAP TERMINAL
GRS CONDUIT
INCOMING
/4 /2
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M A
U R
E -5
X X
X .d g n
N .T .S
A N
S I
D
E L E
C T
R
IC
A L D
E T
A
IL
S
E-502
INCHES SPACE BETWEEN.
3. CONDUIT SPACING SHALL BE TO INDUSTRY PRACTICE AND NOT CLOSER THAN 2
ON PIPING.
WATER/WASTE PIPING. BLOCK UP CONDUITS WHERE REQUIRED TO AVOID LOAD
2. GENERALLY CONDUITS WILL BE RUN ABOVE GROUND AND INSTALLED ABOVE
FACILITATE WATER AND WASTER WATER PIPING.
1. CONDUITS CAN BE INSTALLED UNDERGROUND OR ABOVE GROUND TO
NOTES:
4 TAMP CONCRETE SO THAT IT IS WELL CONSOLIDATED.
SHEETING ON THE GROUND TO PREVENT ADHERING.
THE CONCRETE CONDUIT ANCHOR SHALL BE PLACED OVER PLASTIC OR OTHER
CONDUITS BY 2" AND BE 6" THICK.
CONCRETE CONDUIT ANCHOR TO EXTEND 3" PAST CONDUIT SIDE AND COVER
CONCRETE CONDUIT ANCHORS SHALL GENERALL BE PLACED EVERY 15 FT.
KEYNOTES:
N.T.S.
DETAIL
CONDUIT ANCHOR INSTALLATION
SCALE:
N.T.S.
DETAIL
SWITCHGEAR SETTING
SCALE:
N
L1
L2
L3
UL LISTED CONNECTOR.
GROUND LUG SHALL BOND ENCLOSURE AND CONDUCTOR GROUND WIRES.
TWO 1/16" HOLES IN BOTTOM TO DRAIN.
SET TAP BOX ABOVE GROUND AND LEVEL GRAVEL SO THAT IT CAN DRAIN. DRILL
CONDUCTORS. UL LISTED 90° DC WITH INSULATING COVERS.
TAP TERMINAL BLOCKS SHALL BE CONFIGURED FOR INCOMING AND OUTGOING
FOR ALL CONDUIT ENTRANCES AND WIRE BENDING SPACE. UL LISTED.
TAP BOX ENCLOSURE SHALL BE TYPE 4 16 GA. CRS MINIMUM. SIZE PER CODE
KEYNOTES:
APPROX. 24" X 24"
S H
E E
T O
F
M A
U R
P R
F
D B
S C
R
IT
IC
A L P
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T L E C
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IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
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C K
D B
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D E
S
IG
N E
D B
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D E
S C
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IP
T
IO
N
D
2 3
C
4 5
A
B
M A
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A P
P R
D A
T E
F
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B E
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S
IZ
E
S U
B M
IT
T E
D B
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P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
File details come from the government source that posted it. Updated .