ORNG_PLA.PDF
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- Orangefield Elementary Temporary Classrooms Federal contract opportunity
- Solicitation number
- W9126G18Q0007
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| File | Type | Posted |
|---|---|---|
| 18Q00070003.pdf | ||
| Orangefield-Civil.pdf | ||
| ORANGEFIELD-ELEC.pdf | ||
| 18Q00070002.pdf | ||
| 18Q00070001.pdf | ||
| W9126G18Q0007.pdf | ||
| ORNG_PLANS_11X17.pdf |
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N .T .S
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Contract:
Solicitation:
of Engineers
US Army Corps
FEMA-DR-4332-TX
ORANGEFIELD, TX
NOVEMBER 2017
Galvestson District
CRITICAL PUBLIC FACILITY - SCHOOL
C R
IT
IC
A L P
U B
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IC
F
A C
IL
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Y
W9126G-18-Q-0007
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ORANGEFIELD ISD
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
ORANGEFIELD
(ELEMENTARY)
CPF SITE
ORANGEFIELD
(HIGH SCHOOL)
CPF SITE
ORANGEFIELD
REPRESENTATIVE
GOVERNMENT
COORDINATE WITH
DISPOSAL SITE
TOPSOIL
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IN
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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:
BEAUMONT
NEDERLAND
VIDOR
ORANGE
COUNTY
ORANGE
TX
LA
TEXAS
C R
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IC
A L P
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N.T.S.
SITE MAP
ORANGEFIELD SITE
SCALE:
E-502
E-501
E-102
E-101
C-507
C-506
C-505
C-504
C-503
C-502
C-501
C-102
C-101
CU101
CG101
CD101
G-002
G-001
MAUR_E-502---.DGN
MAUR_E-501---.DGN
MAUR_E-102---.DGN
MAUR_E-101---.DGN
MAUR_C-507---.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_CU101---.DGN
MAUR_CG101---.DGN
MAUR_CD101---.DGN
MAUR_G-002---.DGN
MAUR_G-001---.DGN
G C
W
E-502
E-501
E-102
E-101
C-506
C-505
C-504
C-503
C-502
C-501
C-102
C-101
CU101
CG101
CD101
G-002
G-001
ELECTRICAL DETAILS - 2 OF 2
ELECTRICAL DETAILS - 1 OF 2
ELECTRICAL UTILITY PLAN - HIGH SCHOOL
ELECTRICAL UTILITY PLAN - ELEMENTARY SCHOOL
WALKWAY CANOPY DETAILS
WALKWAY RAMP DETAILS
WALKWAY DETAILS
CIVIL DETAILS - 3 OF 3
CIVIL DETAILS - 2 OF 3
CIVIL DETAILS - 1 OF 3
SITE PLAN - HIGH SCHOOL
SITE PLAN - ELEMENTARY SCHOOL
UTILITY PLAN - ELEMENTARY SCHOOL
GRADING PLAN
EXISTING CONDITIONS AND DEMOLITION PLAN
LOCATION AND VICINITY MAPS
COVER SHEET AND SIGNATURE BLOCK
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®of Engineers
US Army Corps of Engineers
US Army Corps
REMOVE CURB AND GUTTER
HYDRANT VALVE
EXISTING
EXISTING WATERMAIN
GRADE. CONTRACTOR TO FIELD VERIFY.
BUFFER TANK. INV ELEV 6' BELOW
EXISTING SANITARY SEWER
DRAINAGE SWALE
CENTERLINE
REMOVED (BY OTHERS)
PLAYGROUND EQUIPMENT
TO REMAIN
SCHOOL SIGN
4' FENCE
EXISTING
REMOVE CHAINLINK FENCING
(BY OTHERS)
FENCING REMOVED
E= 3591497.74
N= 13974333.46
EXISTING HYDRANT
VERIFY.
SANITARY SEWER. FIELD
APPROXIMATE LOCATION OF
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US Army Corps
ID
Sheet
EQUIPMENT
PLAYGROUND
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LEGEND GENERAL NOTES THIS SHEET
A N
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60'0 30'
AND DEMOLITION PLAN
EXISTING CONDITIONS
REMOVALS
ORANGEFIELD RD (FM105)
ORANGEFIELD ELEMENTARY SCHOOL
EXISTING WATERMAIN
CHAINLINK FENCE
EXISTING 3.5' TALL
G C
W
F R
O M S
C H
O O
L
S A
N
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A R
Y S
E W
E R
P R
F
P J
M
TO WHAT IS SHOWN.
4. FOR CURB REMOVALS, END AT NEAREST JOINT
INSTALLATION REQUIREMENTS.
3. SEE SHEET E-101, 102, 501, 502 FOR ELECTRIC
2. SEE SHEET CU101 FOR UTILITY LAYOUT.
1. SEE SHEETS C-501, C-502 AND C-503 FOR CIVIL DETAILS.
AS SHOWN ON C-501.
BASE AND GEOTEXTILE
PLACE AGGREGATE
REMOVE TOPSOIL.
BREAKLINE
HIGH POINT
E=3591452.4528
N=13974335.9945
E=3591547.6746
N=13974388.2056
AS SHOWN ON C-501.
BASE AND GEOTEXTILE
PLACE AGGREGATE
REMOVE TOPSOIL.
BASE TO WALL
PLACE AGGREGATE
EDGE
BASE TO PAVEMENT
PLACE AGGREGATE
E=3591342.8527
N=13974359.4157
E=3591530.5126
N=13974561.7269
E=3591404.2963
N=13974465.4153 E=3591524.2585
N=13974468.4281
TO ROADSIDE DITCH AS SHOWN.
SWALE SHALL BE GRADED TO DRAIN
OF AGGREGATE BASE SURFACE.
SWALE TO THE NORTH AND WEST
RELOCATE EXISTING DRAINAGE
E=3591342.8527
N=13974521.0118
E=3591377.8553
N=13974557.8930
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1%
N
60'0 30'
GRADING PLAN
BREAKLINE
AGGREGATE BASE AND GEOTEXTILE
X%
GROUND SLOPE AND DIRECTION
F E
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ORANGEFIELD ELEMENTARY SCHOOL
ORANGEFIELD RD (FM105)
A N
S I
D
G C
W
W E
T
WET
CENTRAL ZONE, US FOOT
NAD83 TEXAS STATE PLANE, SOUTH
7. HORIZONTAL COORDINATE SYSTEM:
6. GRADE SITE TO DRAIN AS SHOWN.
EXISTING SWALE GEOMETRY.
5. REALIGNED DRAINAGE SWALE SHALL MATCH
(AS SPECIFIED AND SHOWN ON C-501).
4. PLACE GEOTEXTILE WITH AGGREGATE BASE
INSTALLATION REQUIREMENTS.
3. SEE SHEET E-101, 102, 501, 502 FOR ELECTRIC
2. SEE SHEET CU101 FOR UTILITY LAYOUT.
1. SEE SHEETS C-501, C-502 AND C-503 OR CIVIL DETAILS.
G A
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T O
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T O
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X
2-WAY CLEANOUT
2-WAY CLEANOUT
SEE DETAIL, C-502.
CURB STOP
WORK IS COMPLETE. SEE C-501.
TO PREVIOUS SECTION AFTER
PAVEMENT. RESTORE PAVEMENT
SAWCUT EXISTING CONCRETE
(~5.3' BELOW GRADE)
BUFFER TANK
CONNECTION AT
SANITARY SEWER
CLEANOUT
SERVICE CONNECTION
SERVICE CONNECTION
SERVICE CONNECTION
OR ELEVATED WALK
CLASSROOM UNIT
DO NOT LOCATE UNDER
CLEANOUT
WORK IS COMPLETE. SEE C-501.
TO PREVIOUS SECTION AFTER
PAVEMENT. RESTORE PAVEMENT
SAWCUT EXISTING CONCRETE
SEE SPECIFICATIONS
WATERMAIN UNDER ROAD
DIRECTIONALLY BORE
CONNECTION (BY OTHERS)
2" METER AND CURB STOP
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US Army Corps of Engineers
US Army Corps
ID
Sheet
CO
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N
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CU101
UTILITY PLAN
60'0 30'
W A
T E
R " D
O M
E S
T
IC
CO
EXISTING HYDRANT
EXISTING SANITARY SEWER
UTILITY ROAD CROSSINGS
SANITARY CLEAN OUT
WATER
8" EXISTING DOMESTIC
8" SANITARY SEWER @ 0.4%
ORANGEFIELD ELEMENTARY SCHOOL
ORANGEFIELD RD (FM105)
G C
W
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S I
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P R
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P J
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EXISTING WATER MAIN
WATER
2" DOMESTIC
SEWER LINES.
SEPARATION IN UNDERGROUND WATER AND
9. MAINTAIN 8' HORIZONTAL, AND 18" VERTICAL
CLASSROOM, OFFICE, OR RESTROOM UNIT.
WHERE EACH SERVICE CONNECTS TO A
8. PROVIDE CONNECT/DISCONNECT VALVES
7. FOR UNIT UTILITY REQUIREMENTS, SEE C-502.
UTILITY LOCATES.
TEXAS811 PRIOR TO CONSTRUCTION FOR
CONSTRUCTION. CONTRACTOR SHALL CALL
UTILITIES PRIOR TO BEGINNING
AND IS RESPONSIBLE FOR VERIFYING ALL
EXISTING UTILITIES WITHIN THE PROJECT AREA
6. THE CONTRACTOR SHALL BE AWARE OF THE
WATER AND SANITARY SEWER LINES.
SUPPLY CORP FOR CONNECTION TO EXISTING
COORDINATE WITH ORANGEFIELD WATER
SUPPLY CORP. THE CONTRACTOR SHALL
AND INSTALLED BY ORANGEFIELD WATER
DOMESTIC WATER TAP AND METER PROVIDED
EXISTING, INCLUDING CONNECTION TO A NEW
WATERLINES AND SANITARY SEWERS TO
FOR THE MATERIAL AND INSTALLATION OF THE
5. THE CONTRACTOR SHALL BE RESPONSIBLE
CROSSINGS.
DEPTH, AND BURY DEPTH AT ROAD
4. SEE SHEET C-501 FOR BURY
UTILITY INSTALLATION DETAILS.
3. SEE SHEET E-501 AND E-502 FOR ELECTRIC
2. SEE SHEET C-101 FOR SITE LAYOUT.
SEWER SERVICE CONNECTIONS.
1. SEE SHEET C-502 AND C-503 FOR WATER AND
SEWER LOCATION (VAC SYSTEM)APPROXIMATE EXISTING SANITARY
6" SANITARY @ 0.5%
0.5%
6" S A N
IT
A
S E
W E
R .4
" S
A N
IT
A
SANITARY SERVICE
DOMESTIC WATER SERVICE
RESTROOM UNIT
ACCESS RAMP (TYP)
CLASSROOM UNIT (TYP)
ELEVATED WALKWAY (TYP)
OFFICE UNIT
CONNECT TO EXISTING FENCE
SEE C-502.
ADA CURB RAMP2
S
P A
N
SEE CG101 FOR LIMITS
AGGREGATE BASE EXTENTS,
ROAD EXTENTS
FIRE DEPT ACCESS
LINK FENCING
4' TALL CHAIN-
LINK FENCING
4' TALL CHAIN-
FENCE HEIGHT
MATCH EXISTING
ACCESS GATE.
CLASSROOM UNITS
WORK BOUNDARY FOR
S O
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US Army Corps
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SITE PLAN N
LEGEND
60'0 30'
SITE NOTES
ACCESSIBLE RAMP
STAND-ALONE CANOPY
FRONT OF UNIT
STAIRWAY
ELEVATED WALKWAY WITH CANOPY
PLANE, SOUTH CENTRAL ZONE, US FOOT
COORDINATE SYSTEM: NAD83 TEXAS STATE
ORANGEFIELD ELEMENTARY SCHOOL
ORANGEFIELD RD (FM105)
G C
W
ROOM UNIT PLACEMENT
BOUNDARIES FOR CLASS
AGGREGATE BASE PLACED.
ACCESS TO 3 SIDES OF THE SITE ON THE
CONCEPTUAL, AND ARE INTENDED TO SHOW
9. FIRE DEPT ACCESS ROAD EXTENTS ARE
ACCESS ON THREE SIDES OF THE SITE.
8. UNITS TO BE ARRANGED TO ALLOW FIRE DEPT
ACCEPTABLE.
MEET CONTRACT REQUIREMENTS ARE
CONCEPTUAL, ALTERNATIVE DESIGNS THAT
7. CLASSROOM UNIT/WALKWAY LAYOUT IS
FROM ROADWAYS SHALL BE MET.
6. ALL LOCAL REQUIREMENTS FOR SETBACKS
CLASSROOM DOORS.
NECESSARY TO ALLOW ACCESS TO
5. WALKWAYS TO ONLY EXTEND AS FAR AS
CANOPY, SEE C-506 FOR DETAILS.
4. ALL WALKWAYS AND RAMPS WILL HAVE A
INSTALLATION REQUIREMENTS.
3. SEE SHEET E-101, 102, 501, 502 FOR ELECTRIC
2. SEE SHEET CU101 FOR UTILITY LAYOUT.
FOR CIVIL DETAILS.
1. SEE SHEETS C-501, C-502 AND C-503
ELEVATED WALKWAY (TYP)
ACCESS RAMP
ACCESS STAIRS
SWALE
EXISTING DRAINAGE
EXISTING SIDEWALK
OVER SIDEWALK
EXISTING CANOPY
INLET
EXISTING STORM
EXISTING POWER POLE
EXISTING FENCE
EXISTING POWER POLE
EXTENTS
AGGREGATE BASE
BASE TO SIDEWALK
PLACE AGGREGATE
E=3592877.2474
N=13974837.3979 E=3592959.1771
N=13974840.7925
E=3592962.3199
N=13974764.9372
E=3592880.4675
N=13974759.6775
THE WEST SIDE OF THE SITE.
TO EXISTING DRAINAGE SWALE ON
SWALE SHALL BE GRADED TO DRAIN
DRAINAGE SWALE CENTERLINE
S O
L
IC
IT
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N N
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F
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D W
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C K
D B
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D E
S
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N E
D B
Y
D E
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R
IP
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
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F
IL
E N
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
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P L
O T D
A T
E
D A
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M A
R K
D E
S C
R
IP
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N
C O
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R A
C T N
O
D A
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A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
/9 /2
C R
IT
IC
A L P
U B
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IC
F
A C
IL
IT
Y
O R
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G E
F
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L D
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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R S
O R
N G
C -1
X X
X .d g n
A N
S I
D
P R
F
P J
M
S
IT
E P
L A
N
C-102
L V
E S
T O
N T
X
G A
L V
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T O
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IS
T R
IC
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A N
G E
F
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L D T
X
H
IG
H S
C H
O O
L
LEGEND
SITE PLAN
40'0 20'
N
F E
M A D
R -4
T
X
SITE NOTES
ACCESSIBLE RAMP
STAND-ALONE CANOPY
STAIRWAY
ELEVATED WALKWAY WITH CANOPY
PLANE, SOUTH CENTRAL ZONE, US FOOT
COORDINATE SYSTEM: NAD83 TEXAS STATE
ORANGEFIELD HIGH SCHOOL
G C
W
ROOM UNIT PLACMENT
BOUNDARIES FOR CLASS
SIZE: 48-52' W, 60-64' L
OR SUPPORTS
NO INTERIOR PARTITIONS
THEATER UNIT
AND GEOTEXTILE
AGGREGATE BASE
GROUND SLOPE DIRECTION
6. GRADE SITE TO DRAIN AS SHOWN.
CLASSROOM DOORS.
NECESSARY TO ALLOW ACCESS TO
5. WALKWAYS TO ONLY EXTEND AS FAR AS
CANOPY, SEE C-504, 505, 506, FOR DETAILS.
4. ALL WALKWAYS AND RAMPS WILL HAVE A
INSTALLATION REQUIREMENTS.
3. SEE SHEET E-101, 102, 501, 502 FOR ELECTRIC
2. SEE SHEET CU101 FOR UTILITY LAYOUT.
CIVIL DETAILS.
1. SEE SHEETS C-501, C-502 AND C-503 FOR
O.D.
BEDDING*
BACK FILL*
INITIAL
UNPAVED AREAS.
MOUND 6" IN EXCEED 3' EACH SIDE OF TRENCH.
UNIFORMLY MOUND EXCESS MATERIAL NOT TO
O.D.
BEDDING*
BACK FILL*
INITIAL
SAWCUT PAVEMENT
GEOTEXTILE
FINISHED GRADE
M A
X
D R
O P
AND PROVIDE A WATER TIGHT SEAL.
CUT INTO TANK, INSERT PIPE,
FOR NEW PIPING CONNECTION,
M
IN
GEOTEXTILE PLACEMENT
STRIP 4" TOPSOIL PRIOR TO
GROUND SURFACE
EXISTING
ON CG101
GRADE AS DIRECTED
/9 /2
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M Y C
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P S O
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IN
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R S
O R
N G
C -5
X X
X .d g n
(4" MIN.)
O.D.4
ALL PIPING
FINAL BACKFILL***
N.T.S.
DETAIL
WATER AND SEWER PIPE BEDDING AND BACKFILL
SCALE:
MAX. 30" SATISFACTORY MATERIAL .
*** FINAL BACKFILL SHALL MEET THE REQUIREMENTS OF
SPECIFICATIONS FOR GRANULAR FILL .
* BEDDING AND INITIAL BACK FILL SHALL MEET THE
(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:
AGGREGATE BASE
N.T.S.
DETAIL
AGGREGATE BASE AND GEOTEXTILE
SCALE:
SECTION
N .T .S
P R
F
P J
M
C-501
F E
M A D
R -4
-T
X
O R
A N
G E
F
IE
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X
G A
L V
E S
T O
N D
IS
T R
IC
T
A N
S I
D
S H
E E
T O
F
C
IV
IL
D
E T
A
IL
S
N.T.S.
DETAIL
BUFFER TANK
SANITARY SEWER CONNECTION TO CONCRETE
SCALE:
G C
W
ORANGEFIELD WATER SUPPLY CORPORATION..
SANITARY SYSTEM AND MATERIALS WITH
2. COORDINATE CONNECTION TO EXISTING
TO REDUCE THE DROP.
USE VERTICAL PIPING IN THE STRUCTURE
1. WHERE DROP IS GREATER THAN 24",
NOTES:
TRENCH.
CONTINUOUS BEARING ON THE BOTTOM OF THE
3. TRENCH SHALL BE GRADED SO PIPES HAVE A FIRM, SUBSTANTIALLY
2. MINIMUM COVER OVER SANITARY SEWER IN UNPAVED AREAS: 30"
1. MINIMUM COVER OVER WATER IN UNPAVED AREAS: 36"
NOTES:
G A
L V
E S
T O
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X
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IC
IT
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N N
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F
IL
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A M
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D W
N B
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C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
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F
IL
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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
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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
12'
8'
' M
A X
25'
CURB JOINT
MATCH EXISTING
CURB JOINT
MATCH EXISTING
/9 /2
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M Y C
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P S O
F E
N G
IN
E E
R S
O R
N G
C -5
X X
X .d g n
N.T.S.
DETAIL
TYPICAL BUILDING SPACING
SCALE:
THAT SAME 8' SPACE.
8' IF BOTH HVAC UNITS ARE NOT IN
1. 12' DIMENSION MAY BE SHORTENED TO
NOTES:
G A
L V
E S
T O
N D
IS
T R
IC
T
O R
A N
G E
F
IE
L D T
X
F E
M A D
R -4
-T
X
N .T .S
A N
S I
D
P R
F
P J
M
S H
E E
T O
F
C
IV
IL
D
E T
A
IL
S
C-502
N.T.S.
DETAIL
ADA CONCRETE CURB RAMP
SCALE:
FLARE
10% MAX
FLARE10% M
AX
MAX
12H
:1V MAX
12H:1V
2% MAX
MAX
12H:1V
G C
W G
A L
V E
S T
O N T
X
S O
L
IC
IT
A T
IO
N N
O
F
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A M
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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
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2 3
C
4 5
A
B
M A
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A P
P R
D A
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F
IL
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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
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N
C O
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R A
C T N
O
D A
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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
SKIRTING
TO BE PLACED WITHIN 1' OF THE
WITH THREADED PLUG (DOUBLE)
4" CLEAN-OUT WYE
PIPE & RISER
4" SERVICE
ELBOW
SEWER STRAP
SANITARY OUTLET
LINE FROM DEBRIS AND DAMAGE.
PROTECT TOP OF SANITARY
SITE PREP CONTRACTOR TO
(SEE NOTE 2)
GRANULAR FILL BACKFILL
GRADE
ELBOW
(SEE NOTE 1)
GRANULAR FILL BACKFILL
WITH THREADED PLUG
CLEAN-OUT WYE
PIPE & RISER
SERVICE
/9 /2
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M Y C
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P S O
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N G
IN
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R S
O R
N G
C -5
X X
X .d g n
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
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
PVC TO D.I. PIPE ADAPTER
MANUFACTURED HOME
MANUFACTURED HOME
4" MAX
18" MIN
N.T.S.
DETAIL
SEWER LINE CONNECTION
SCALE:
ALTERNATIVE CLEAN-OUT METHOD
ALTERNATIVE CLEAN-OUT METHOD
N .T .S
A N
S I
D
P R
F
P J
M
S H
E E
T O
F
C
IV
IL
D
E T
A
IL
S
C-503
G A
L V
E S
T O
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IS
T R
IC
T
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A N
G E
F
IE
L D T
X
F E
M A D
R -4
-T
X
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 C
W
2.5' MIN
G A
L V
E S
T O
N T
X
S O
L
IC
IT
A T
IO
N N
O
F
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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
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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
R
IE
S
(BASED ON HEIGHT)
VERIFY LENGTH
R
IE
S
M A
X
WIDTH TO CONFORM TO ACCESSIBILITY STANDARDS
4'-0"
FULL WIDTH OF CLASSROOM UNIT SEPARATION
/9 /2
N .T .S
A N
S I
D
P R
F
P J
M
C-504
O R
N G
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
FOOTING
PRECAST
F E
M A D
R -4
-T
X
O R
A N
G E
F
IE
L D 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:
O R
A N
G E
F
IE
L D
G C
W
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
/9 /2
N .T .S
A N
S I
D
P R
F
P J
M
C-505
O R
N G
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
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
O R
A N
G E
V
IL
L E T
X
F E
M A D
R -4
-T
X
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:
O R
A N
G E
F
IE
L D
WITH ANCHOR STRAPS.
BE ANCHORED USING PRECAST CONCRETE FOOTINGS
4. VERTICAL SUPPORTS FOR ELEVATED WALKWAYS TO
POSSIBLE.
TO BE ANCHORED TO ELEVATED WALKWAY WHERE
3. VERTICAL SUPPORTS FOR OVERHEAD WALK CANOPIES
2. SEE SHEET C-101 FOR SITE LAYOUT.
ACCESSIBILITY STANDARDS.
1. ALL SLOPES AND WALK WIDTHS TO CONFORM TO ADA
G C
W
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
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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
/9 /2
N .T .S
A N
S I
D
P R
F
P J
M
C-506
O R
N G
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
A N
G E
F
IE
L D 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
O R
A N
G E
F
IE
L D
G C
W
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
POWER POLE
EXISTING
CLASSROOM UNITS (TYP.)
TAP BOX - 1 PER 2 OR 3
ELECTRICAL
SERVICE ACROSS ROAD
NEW OVERHEAD PRIMARY
ENTERGY TO EXTEND
COORDINATE WITH
SERVICE
OVERHEAD ELECTRICAL
CONNECT TO EXISTING
SERVICE PANEL
TRANSFORMER AND
POLE-MOUNTED
SHOWN
TRANSFORMER AS
TO POLE-MOUNTED
ELECTRIC SERVICE
EXTEND PRIMARY
SERVICE PANEL
TRANSFORMER AND
POLE-MOUNTED
UNITS
FIRE ACCESS TO CLASSROOM
THIS AREA TO PROVIDE
BURY ELECTRICAL CONDUIT
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
/9 /2
C R
IT
IC
A L P
U B
L
IC
F
A C
IL
IT
Y
O R
A N
G E
F
IE
L D
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SHEET KEYNOTES
LEGEND
ELECTRICAL CONDUIT
PRIMARY ELEC. CONDUIT
OVERHEAD ELECTRIC (EXISTING)
OVERHEAD ELECTRIC (PROPOSED)
ELECTRICAL NOTES
TRANSFORMER AND SERVICE PANEL
TAP BOX
A N
S I
D
P R
F
D B
S
E L E
C T
R
IC
A L S
IT
E P
L A
N
E-101
O R
N G
E -1
X X
X .d g n
SP 1
TB 1
TB 2
TB 4SP 2
EXISTING POWER POLE
PRIMARY LINES.
ENTERGY WILL PROVIDE AND INSTALL OVERHEAD
ENTERGY.
EXISTING POLE WILL BE RE-GUYED AS NECESSARY BY
ORANGEFIELD ROAD TO SERVE PROPOSED SITE.
PLACE TO EXTEND SERVICE ACROSS
NEW OVERHEAD PRIMARY SERVICE TO BE PUT IN
F E
M A D
R -4
-T
X
O R
A N
G E
F
IE
L D T
X
NEW POWER POLE
N
60'0 30'
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
TB 3
SHOWN ON PLANS.
PERFORMED BY ENTERGY TO INSTALL ELECTRICAL SERVICES
PAYMENT/REIMBURSEMENT TO ENTERGY FOR WORK
5. CONTRACTOR RESPONSIBLE FOR
CLASSROOM UNITS.
ROUTED SO AS TO MAINTAIN FIRE ACCESS AROUND
4. CONTRACTOR TO ENSURE NEW ELECTRICAL SERVICE IS
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
3. THE CONTRACTOR SHALL BE AWARE OF THE EXISTING
SPECIFIC LOCATIONS.
ENTERGY, (409-679-6225) AND CONTRACTING OFFICER ON
SHOWN IN APPROXIMATE LOCATIONS. COORDINATE WITH
2. THE POLES AND ASSOCIATED 400 AMP SERVICES ARE
COORDINATED.
WILL CONTINUE TO BE REQUIRED. OUTAGES WILL NEED TO BE
1. THE EXISTING SCHOOL ELECTRICAL SERVICE IS IN USE. AND
E L E
M E
N T
A R
Y S
C H
O
L
POWER POLE
EXISTING
SERVICE
OVERHEAD ELECTRICAL
CONNECT TO EXISTING
TRANSFORMER AS SHOWN
SERVICE TO POLE-MOUNTED
EXTEND ELECTRIC
TRANSFORMER AS SHOWN
SERVICE TO POLE-MOUNTED
EXTEND PRIMARY ELECTRIC
CLASSROOM UNITS (TYP.)
TAP BOX - 1 PER 2 OR 3
ELECTRICAL
SERVICE PANEL
TRANSFORMER AND
POLE-MOUNTED
TO OVERHEAD ELECTRIC LINE
CLEARANCE FROM BUILDING
MAINTAIN 7.5' HORIZONTAL
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
/9 /2
C R
IT
IC
A L P
U B
L
IC
F
A C
IL
IT
Y
O R
A N
G E
F
IE
L D
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SHEET KEYNOTES
LEGEND
ELECTRICAL CONDUIT
PRIMARY ELEC. CONDUIT
OVERHEAD ELECTRIC (EXISTING)
OVERHEAD ELECTRIC (PROPOSED)
ELECTRICAL NOTES
TRANSFORMER AND SERVICE PANEL
TAP BOX
A N
S I
D
P R
F
D B
S
H
IG
H S
C H
O O
L
E L E
C T
R
IC
A L S
IT
E P
L A
N
E-102
O R
N G
E -1
X X
X .d g n
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
O R
A N
G E
F
IE
L D T
X
F E
M A D
R -4
-T
X
EXISTING POWER POLE
20' 40'0
N
NEW POWER POLE
PRIMARY LINES.
ENTERGY WILL PROVIDE AND INSTALL OVERHEAD
ENTERGY.
EXISTING POLE WILL BE RE-GUYED AS NECESSARY BY
SHOWN.
EXISTING ELECTRIC UTILITY AND EXTEND SERVICE AS
COORDINATE WITH ENTERGY TO CONNECT TO
TB 1
TB 2
SP 1
SHOWN ON PLANS.
PERFORMED BY ENTERGY TO INSTALL ELECTRICAL SERVICES
PAYMENT/REIMBURSEMENT TO ENTERGY FOR WORK
4. CONTRACTOR RESPONSIBLE FOR
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
3. THE CONTRACTOR SHALL BE AWARE OF THE EXISTING
SPECIFIC LOCATIONS.
ENTERGY, (409-679-6225) AND CONTRACTING OFFICER ON
SHOWN IN APPROXIMATE LOCATIONS. COORDINATE WITH
2. THE POLES AND ASSOCIATED 400 AMP SERVICES ARE
COORDINATED.
WILL CONTINUE TO BE REQUIRED. OUTAGES WILL NEED TO BE
1. THE EXISTING SCHOOL ELECTRICAL SERVICE IS IN USE. AND
3" PVC
3" PVC5
F
T
SOCKET
METER
PANEL
SERVICE
TRANSFORMER
100 KVA
AND SOCKET MOUNTING
BOARD FOR PANEL
POST-MOUNTED
M
IN
2' MAX.
M A
X
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
SPARE
FOR
PROVIDE
/9 /2
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O R
N G
E -5
X X
X .d g n
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
O R
A N
G E
F
IE
L D 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:
F E
M A D
R -4
-T
X
O R
A N
G E
F
IE
L D
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.
GROUND FOR STABILITY. THE ORIENTATION OF THE SERVICE PANEL SHALL
X 6 TIMBER OR TWO 4 X 4 INCH TREATED TIMBERS. BURY TIMBER 3 FEET INTO
AWAY FROM POLE. THE SERVICE PANEL SHALL BE MOUNTED USING ONE TREATED 6
CONTRACTOR TO PROVIDE AND INSTALL SERVICE PANEL, APPROXIMATELY 6 FEET
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
250A 250A
CLASSROOM UNITS CLASSROOM UNITS
FUSE CUTOUT
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:
120/240 V
100 KVA
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
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
/9 /2
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O R
N G
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
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
U B
L
IC
F
A C
IL
IT
Y
O R
A N
G E
F
IE
L D 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 O
R A
N G
E F
IE
L D
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
File details come from the government source that posted it. Updated .