VICTORIA_PLAN_SET.pdf
PDF 11 MB Posted
- Solicitation number
- W912EQ-17-R-0009
About this file
Victoria Plan Set
View the file
Other files
Show all 11
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
A N
S I
D
/0
/1
V
IC
T O
R
G -0 d g n
/2 /2
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
G-001
N .T .S
P R
F
R G
F
T E
M P
O R
A R
Y H
O U
S
IN
G S
IT
E
F E
M A -D
R -4
-L
A
C O
V E
R S
H E
E T
B
R V
IC
T O
R
IA
Contract:
Solicitation:
of Engineers
US Army Corps
Memphis District
TEMPORARY HOUSING SITE
FEMA-DR-4277-LA
OCTOBER 2016
EBR VICTORIA
E A
S T B
A T
O N R
O U
G E P
A R
IS
H L
O U
IS
IA
N A
EAST BATON ROUGE PARISH, LA
W912EQ-17-R-0009
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
ID
Sheet
Ex
SITE VICINITY
SITE
ROUGE PARISH
EAST BATON
S
/0
T O
R
G -0 d g n
/2 /2
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
G-002
N .T .S
P R
F
R G
F
T E
M P
O R
A R
Y H
O U
S
IN
G S
IT
E
V
IC
IN
IT
Y M
A P L
O C
A T
IO
N M
A P
L E
G E
N D A
N D
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 LEGEND
D R
A W
IN
G I
N D
E X
UG
Nx
S
CO
PRK PARKING
MAX MAXIMUM
MGR SITE MANAGER
MB MAIL BOX
BS BUS STOP
MHU MANUFACTURED HOUSING UNIT
F E
M A -D
R -4
-L
A
DESCRIPTION
NO.
DWG.
INDEX OF DRAWINGS - CONSTRUCTION
FILE NAME
DRAWING NUMBER
AS-BUILT
N.T.S.
LOCATION MAP
EAST BATON ROUGE PARISH
SCALE: N.T.S.
VICINITY MAP
EAST BATON ROUGE PARISH
SCALE:
ROUGE
BATON
E A
S T B
A T
O N R
O U
G E P
A R
IS
H L
O U
IS
IA
N A
N.T.S.
SITE MAP
EBR VICTORIA SITE
SCALE:
E B
R V
IC
T O
R
IA
LOUI
SI
ANA
A
IR
L
IN
E H
IG
H W
A Y
A
IR
L
IN
E H
IG
H W
A Y
I
CHOCTAW DR.
V
IC
T O
R
IA
D
R
REF
REF
E-502
E-501
EU102
EU101
CU503
CU502
CU501
CU101
CS601
CS506
CS505
CS504
CS503
CS502
CS501
CS301
CS201
CS101
CG101
G-002
G-001
LADOTD TEMPORARY EROSION CONTROL DETAILS EC-01 (SHEET 2 OF 2)
LADOTD TEMPORARY EROSION CONTROL DETAILS EC-01 (SHEET 1 OF 2)
ELECTRICAL DETAILS - 2 OF 2
ELECTRICAL DETAILS - 1 OF 2
ELECTRICAL UTILITY NOTES
ELECTRICAL - SITE PLAN
THRUST BLOCK DETAILS
SERVICE DETAILS
UTILITY DETAILS
UTILITY PLAN
HORIZONTAL CONTROL TABLES - ACCESS ROADS AND SANITARY SEWER
HANDICAP MARKING DETAILS
CIVIL DETAILS
CIVIL DETAILS - BUS SHELTER
CIVIL DETAILS - MAILBOX CLUSTER
CIVIL DETAILS - CHAIN LINK FENCE
CIVIL DETAILS - TYPICAL LAYOUT
ROADWAY - TYPICAL SECTIONS
ROAD AND SANITARY SEWER PROFILES
SITE PLAN
GRADING PLAN
VICINITY MAP, LOCATION MAP, LEGEND, AND DRAWING INDEX
COVER SHEET
VICTOR_E-502---.dgn
VICTOR_E-501---.dgn
VICTOR_EU102---.dgn
VICTOR_EU101---.dgn
VICTOR_CU503---.dgn
VICTOR_CU502---.dgn
VICTOR_CU501---.dgn
VICTOR_CU101---.dgn
VICTOR_CS601---.dgn
VICTOR_CS506---.dgn
VICTOR_CS505---.dgn
VICTOR_CS504---.dgn
VICTOR_CS503---.dgn
VICTOR_CS502---.dgn
VICTOR_CS501---.dgn
VICTOR_CS301---.dgn
VICTOR_CS201---.dgn
VICTOR_CS101---.dgn
VICTOR_CG101---.dgn
VICTOR_G-002---.dgn
VICTOR_G-001---.dgn
PARCEL LINE
EXISTING WATER LINE
EXISTING SANITARY SEWER
EXISTING STORM SEWER
STREET LIGH MOUNTED TO POLE
POWER LINE REMOVAL
POWER POLE REMOVAL
CABLE TO MHU
NEW UNDERGROUND SERVICE
NEW OVERHEAD SERVICE DROP
NEW PRIMARY AERIAL SERVICE
EXISTING PRIMARY AERIAL SERVICE
GUY WIRE
NEW DUAL METER/DISCONNECT POLE
POWER DISTRIBUTION POLE
EXISTING POWER DISTRIBUTION POLE
POLE WITH NEW TRANSFORMER
NEW POWER DISTRIBUTION
POLE WITH NEW TRANSFORMER
EXISTSING POWER DISTRIBUTION
NEW WATER SERVICE
HYDRANT
WATER VALVE
NEW SANITARY SERVICE
CLEANOUT
SANITARY MANHOLE
NEW FENCE
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
65432
151413
181920212223 24252627282930
MB MGR
BS
U F
A S
U F
A S
U F
A S
U F
A S
U F
A S
51 51
TOP=51.34
CATCHBASIN
PROTECT EXISTING
PROTECT EXISTING DITCH
DRAINAGE PATTERN AND
MAINTAIN EXISTING OFF-SITE
IN PLACE
MANHOLE
SANITARY
PROTECT
MANHOLE
SANITARY
EXISTING
PROTECT
CATCHBASIN
PROTECT EXISTING
CATCHBASIN
PROTECT EXISTING
S
/0
T O
R
C G d g n
/2 /2
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
CG101
.T .S
P R
F
T E
M P
O R
A R
Y H
O U
S
IN
G S
IT
E
F E
M A -D
R -4
-L
A
80'0 40'
E B
R V
IC
T O
R
IA
E A
S T B
A T
O N R
O U
G E P
A R
IS
H L
O U
IS
IA
N A
GENERAL NOTES THIS SHEET
G R
A D
IN
G P
L A
N
0.25% MIN
.0
M
IN
.0
M
IN
.0
M
IN
.0
M
IN
.0
M
IN
.0
M
IN
.0
M
IN
.0
M
IN
.0
M
IN
.0
M
IN
.0
M
IN
.0
M
IN
GRADE BREAK HIGH POINT EL. 53.0
GRADE BREAK HIGH POINT EL. 53.0
.0
M
IN
MOWING.
FINAL FINISHED SITE SHALL PROVIDE A SUITABLE SURFACE FOR
AREAS OF STANDING WATER WITHIN THE WORK LIMITS. THE
NECESSARY TO PROVIDE POSITIVE DRAINAGE AND TO AVOID
4. CONTRACTOR SHALL CLEAR AND GRADE ENTIRE SITE AS
COORDINATE SYSTEM, SOUTH ZONE, US SURVEY FEET.
HORIZONTAL CONTROL: NAD83 LOUISIANA STATE PLANE
3 VERTICAL CONTROL: NAVD88
2 CROSS SLOPE ACROSS MHU PAD SITES MINIMUM 1.0%.
1 SEE SHEETS CS201 OR ROAD PROFILES.
& TRASH
PARKING
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
ID
Sheet
S
505050
50 50
C B
C B
VIC-1
C B
C B
C
B
S
S
S
A R
A R
A R
A R
A R
A R
A R
A R
A R
AR
+0
AR 8+00
A R
A R
A R
A R
A R
A R
A R
A R
NEW FENCE (TYP.)
N=719405.67
E=3348912.24 N=719410.94
E=3349024.11
N=719301.07
E=3349029.29
N=719295.79
E=3348917.42
E=3348880.88
N=719270.05
E=3349520.17
N=719300.19
E=3349528.64
N=719120.39
E=3349248.95
N=719107.21
X=3349169.04
Y=719103.44
E=3349244.72
N=719197.11 E=3349164.80
N=719193.34
E=3349095.26
N=719075.93
E=3348935.43
N=719068.40
NEW FENCE
END OF
E=3348889.35
N=719090.25
NEW FENCE
START OF
(TYP.)
FENCE
NEW
NEW FENCE
END OF
24'
20'22'20'
10'
10'
NEW FENCE
START OF
STOP SIGN
STOP SIGN
SIGN
SPEED LIMIT
SIGN
SPEED LIMIT
ENTRANCE
SITE
CONCRETE
ENTRANCE
SITE
CONCRETE
SIGN
SPEED LIMIT
SIGN
SPEED LIMIT
SOUTH OF FENCE LINE
NO WORK DONE
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
ID
Sheet
& TRASH
PARKING
65432
151413
181920212223 24252627282930
MB MGR
BS
U F
A S
U F
A S
U F
A S
U F
A S
U F
A S
A R
A R
A R
A R
A R
A R
A R
A R
A R
AR
+0
AR 8+00
A R
A R
A R
A R
A R
A R
A R
A R
S
/0
T O
R
C S d g n
/2 /2
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R
CS101
.S
P R
F
T E
M P
O R
A R
Y H
O U
S
IN
G S
IT
E
F E
M A -D
R -4
-L
A
IT
E P
L A
N
N
80'0 40'
E B
R V
IC
T O
R
IA
E A
S T B
A T
O N R
O U
G E P
A R
IS
H L
O U
IS
IA
N A
GENERAL NOTES THIS SHEET
R
R
15'
R
R
20'R
R
SI
M.
SIM
R
S
IM
6. SEE SHEET CS301 FOR TYPICAL ROAD SECTIONS.
SEE DETAIL SHEETS FOR FENCING REQUIREMENTS.
TERMINATE FENCING 5' FROM EDGE OF ROADWAY CROSSINGS.
5. INSTALL 8' CHAIN LINK PERIMETER FENCE AS INDICATED;
FOR MOWING.
FINAL FINISHED SITE SHALL PROVIDE A SUITABLE SURFACE
AREAS OF STANDING WATER WITHIN THE WORK LIMITS. THE
NECESSARY TO PROVIDE POSITIVE DRAINAGE AND TO AVOID
CONTRACTOR SHALL CLEAR AND GRADE ENTIRE SITE AS
-MULCH.
-SEED
-NOT LESS THAN 4" TOPSOIL
WITHIN WORK LIMITS:
4. APPLY TO ALL NON-AGGREGATE AND NON-PAVED AREAS
3. SEE EU102 FOR OH ELECTRIC INSTALLATION REQUIREMENTS.
2. SEE SHEETS CU101 FOR UTILITY PLAN.
AND PARKING/DUMPSTER/MAILBOX SITE LAYOUT
REQUIREMENTS, MHU SITE LAYOUT, MANAGER SITE LAYOUT,
1. SEE DETAIL SHEETS FOR AGGREGATE TRAILER PAD
INV=47.59
INL=47.69
TOP=53.0
STA. AS 3+00.63
SMH 2
INV=44.74
INL=44.84
TOP=53.0
STA. AS 30+25.63
SMH 1
INV=48.88
INL=48.98
TOP=53.0
STA. AS 5+97.55
SMH 3
INV=49.37
TOP=53.0
STA. AS 6+36.55
4" SAN. CLEANOUT
8" SANITARY SEWER
GRADE=1.00%
EXISTING GRADE
FINISHED GRADE
N. INL=44.20
W. INV=44.07
E. INL=44.48
TOP=52.31
STA. AS 0+00.00
EX SMH
GRADE = 1.00%
4" SANITARY SERVICE
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
ID
Sheet
EL. 50.91
ROAD AT STA. AR 0+00
CONNECT TOEXISTING
GRADE=2.19%
AR -0+50 AR 0+00 AR 0+50 AR 1+00 AR 1+50 AR 2+00 AR 2+50 AR 3+00 AR 3+50 AR 4+00 AR 4+50 AR 5+00 AR 5+50 AR 6+00 AR 6+50 AR 7+00 AR 7+50 AR 8+00 AR 8+50 AR 9+00 AR 9+50 AR 10+00 AR 10+50 AR 11+00 AR 11+50 AR 12+00 AR 12+50 AR 13+00
E L E
V A
T
IO
N
STATION
ROAD A
Grade = 0.00%E le v
.0
P V I .0
P V I .0
E le v
.9
EL. 50.33
STA. AR 16+15.74
EXISTING ROAD AT
CONNECT TO
GRADE=-2.54%
AR 11+50 AR 12+00 AR 12+50 AR 13+00 AR 13+50 AR 14+00 AR 14+50 AR 15+00 AR 15+50 AR 16+00 AR 16+50 AR 17+00
E L E
V A
T
IO
N
E le v
.0
P V I .0
AS -0+50 AS 0+00 AS 0+50 AS 1+00 AS 1+50 AS 2+00 AS 2+50 AS 3+00 AS 3+50 AS 4+00 AS 4+50 AS 5+00 AS 5+50 AS 6+00 AS 6+50 AS 7+00
E L E
V A
T
IO
N
STATION
8" Sanitary Sewer (AS)
Grade = 1.00%
Grade = 0.40%
/2 /2
S
X
X X /X
X /X
/2 /2
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
CS201
N .T .S
X X
X
X X
X
X X
X
T E
M P
O R
A R
Y H
O U
S
IN
G S
X
HORIZONTAL SCALE
VERTICAL SCALE
0 10' 20'
0 50' 100'
F E
M A -D
R -4
-L
A
M A
T C
H L
IN
E
E B
R V
IC
T O
R
IA
E A
S T B
A T
O N R
O U
G E P
A R
IS
H L
O U
IS
IA
N A
V
IC
T O
R
IA
C
S d g n
R O
A D A
N D
S A
N
IT
A R
Y S
E W
E R
P R
O F
IL
E S
M A
T C
H L
IN
E
AS 0+00 - AS 5+97
PROFILE
8" SANITARY SEWER (AS)
STA:
AR 0+00 - AR 12+50
PROFILE
ROAD (AR)
STA:
AR 12+50 - AR 16+15.74
PROFILE
ROAD (AR)
STA:
SANITARY SEWER
2.5" ASPHALT PAVEMENT
& GEOTEXTILE
8" AGGREGATE BASE
20'-0"
M
IN
12' 12'
6" GATE VALVE
LOCATION
EXISTING CURB
TIE-IN TO
LOCATION
EXISTING CURB
TIE-IN TO
END OF RADIUS END OF RADIUS
.5
CONCRETE
BASE COURSE
BASE COURSE
ASPHALT
EXISTING ROAD
END OF RADIUS
NEW ROADCONCRETE SITE ENTRANCE
N E
W R
O A
D C
O N
C R
E T
E S
IT
E E
N T
R A
N C
E
GEOTEXTILE
GEOTEXTILE
GEOTEXTILE
8" BASE COUSE
2.5" ASPHALT
GEOTEXTILE
6" BASE COURSE
6" CONCRETE
12 OC EW
#4 BARS
JOINTS
CONSTRUCTION
24'
22'
HYDRANT
FIRE
SLOPE VARIES
1:48 MAX. FOR UFAN ACCESSIBLE SITE
(UFAS ONLY)
2.5" ASPHALT
& GEOTEXTILE
6" AGGREGATE BASE
8" WATER MAIN
3' 2'
LEAD
FIRE HYDRANT
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 a u t o t im e o
T O
R
C S -d g n
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M E
M P
H
IS
D
IS
T R
IC
T
CS301
A N
S I
D
T E
M P
O R
A R
Y H
O U
S
IN
G S
IT
E
M E
M P
H
IS
T
E N
N E
S S
E E
R O
A D
W A
Y
T Y
P
IC
A L S
E C
T
IO
N S
F E
M A -D
R -4
-L
A
E B
R V
IC
T O
R
IA
E A
S T B
A T
O N R
O U
G E L
O U
IS
IA
N
TYPICAL SECTION
C L
A
R
IE
S
1%
ACCESS ROADWAY & DRIVEWAY (LT OR RT)
M
IN
V A
R
IE
S
PROMOTE POSITIVE DRAINAGE AND AVOID AREAS OF STANDING WATER.
SEE SHEETS CG101 FOR GRADING PLAN. CONTRACTOR SHALL GRADE SITE TO 3.
TO FOLLOW EXISTING DRAINAGE PATTERNS WITHOUT THE USE OF DITCHING.
ROADWAY CROSS SLOPE SHALL BE ADJUSTED AS NECESSARY TO ALLOW RUNOFF2.
CU101 FOR PROPOSED WATER AND SEWER MAIN LAYOUT.
SANITARY SEWER AND WATER MAIN LOCATIONS VARY, SEE PLAN SHEETS 1.
NOTES:
CONCRETE SITE ENTRANCE CONCRETE SITE ENTRANCE
TYPICAL SECTION PLAN VIEW
20'
R
R
EXISTING ROAD
6'-0"
10"
TYP
2" CLEARANCE
8"
1'-0"1'-0"
2'
3"
4"
M
IN
(TYP)
10' MIN
40' LOT WIDTH
10' MIN8'
FROM FOUNDATION
CROWN SITE AWAY
GROUND LINE
AGGREGATE BASE
MHU PAD
MHU PAD
NOT LESS THAN 4" TOPSOIL
6" AGGREGATE OVER GEOTEXTILE
11'-0" 10'-0"
8'-0"
110'-0"
30'-0"
(TYP.)
MARKING
4" PAVEMENT
(BY OTHERS)
WOOD RAMP
SWITCHBACK
PARKING SIGNS; R7-8 & R7-8B
HANDICAPPED & VAN ACCESSIBLE
WALKWAY
5' ACCESSIBLE
66'
SHELTER
BUS
BASE COURSE OVER GEOTEXTILE (TYP.)
2.5" ASPHALT SURFACE AND 6" AGGREGATE
BOX
GROUP
OVER GEOTEXTILE
AGGREGATE BASE
SIDEWALK WITH 6"
UFAS 4" CONCRETE
20'-0"
OTHERS (TYP.)
& LANDING BY
WOOD STAIRS
FOR UFAS SITES
5' ADDITIONAL DRIVERAMP (BY OTHERS)
SWITCHBACK WOOD
GEOTEXTILE (TYP.)
2.5" ASPHALT, 6" AGGREGATE OVER
MHU BY OTHERS (TYP.)
(TYP.)
OTHERS
MHU BY
PARKING SIGN; R7-8 & R7-8B
HANDICAPPED & VAN ACCESSIBLE
6" AGGREGATE BASE OVER GEOTEXTILE (TYP.)8
26ft
10' MIN VAR.
20'
90'
20'66'
4'
21' 64' 5'
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 a u t o t im e
T O
R
C S d g n
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M E
M P
H
IS
D
IS
T R
IC
T
C
IV
IL
D
E T
A
IL
S
CS501
T Y
P
IC
A L L
A Y
O U
T
A N
S
GENERAL NOTES THIS SHEET
E
M P
O R
A R
Y H
O U
S
IN
G S
IT
E
M E
M P
H
IS
T
E N
N E
S S
E E
F E
M A -D
R -4
-L
40'10'0 20'
A
SEE NOTE
NOTE:
TYPMIN OPENINGS
PROVIDE 1"
TYP
1V:20H
1V:20H
2% SLOPE 5% SLOPE
2% SLOPE
5% SLOPE
PLAN
0 10' 20'
13/16" DIA HOLES
PAVEMENT
EDGE OF AND CEMENT GROUT
PLUG WITH 3:1 SAND
AND CONCRETE
BETWEEN #8 REBAR
NON-SHRINK GROUT
#8x23" BARS (2)
#3 BARS (2)
ROAD
CL
L O
T W
ID
T
H
DRIVEWAY
UFAS
DRIVEWAY
(T Y
P
U F
A S D /W
LOT LENGTH
MHU PAD
M H
U
MHU
RAMP BY OTHERS
1. MANAGER MHU AND
NOTE:
OF MHU PAD
AGGREGATE OUTSIDE
SEED AREAS WITHOUT
NOTE:
1" = 20'
DETAIL
MANAGER SITE WITH BUS STOP
SCALE:
1" = 20'
DETAIL
UNIT LAYOUT
SCALE:
N.T.S.
DETAIL
WHEEL STOP
SCALE:
FRONT END OF STALL.
PARKING STALLS 24" FROM
WHEEL STOP SHALL BE CENTERED IN ALL 1.
VARIES
DETAIL
TYPICAL SITE GRADING AROUND MHU PAD
SCALE:
SECTION
A
2. MHU PAD - COMPACT AS REQUIRED BY SPECIFICATIONS.
1. MHUS AND ACCESS STAIRS AND RAMPS INSTALLED BY OTHERS.
E B
R V
IC
T O
R
IA
E A
S T B
A T
O N R
O U
G E L
O U
IS
IA
10'-0" MAXIMUM10'-0" MAXIMUM
10" MIN. DIA.
16" MIN. DIA.
M
IN
F A
B R
IC
W
ID
T
H
OR PULL POST
CORNER END
TOP RAIL OR TENSION WIRE
BRACE RAIL
(3/8" MIN. DIA.)
TRUSS ROD
CLIPS (TYP.)
TIE WIRES OR
CONCRETE BASE
LINE POST
(9 GAGE, 2" MESH)
CHAIN-LINK FABRIC
FABRIC
BOTTOM OF
LINE POST
WIRE
TENSION
GRADE HOG RINGS (TYP.)
HOG RINGS (TYP.)
TIE WIRES OR
FABRIC LINK
ENGAGE EACH
TENSION BAR TO
TENSION BAR
CARRIAGE BOLT
TENSION WIRE
BOTTOM OF FABRIC)
AND WITHIN 4" FROM
TIE WIRE (15" O.C. MAX
FABRIC
FABRIC
(12" O.C. MAX.)
9-GAGE TIE WIRES
OF FABRIC)
BOTTOM
4" FROM
AND WITHIN
(15" O.C. MAX.
TENSION BAND
TENSION BANDCONCRETE BASE
(3/8" MIN. DIA.)
TRUSS ROD
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 a u t o t im e
T O
R
C S d g n
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M E
M P
H
IS
T
E N
N E
S S
E E
M E
M P
H
IS
D
IS
T R
IC
T
C H
A
IN
L
IN
K F
E N
C E
C
IV
IL
D
E T
A
IL
S
CS502
A N
S I
D
LINE POSTS TO BE EQUALLY SPACED
5% MIN.
TRUSS ROD AND BAND BRACE RAIL CLAMP
BRACE RAIL ATTACHMENT
END OR GATE POST DETAIL
LINE POST ATTACHMENTS TENSION BAND DETAIL
FASTENING DETAILS
CHAIN LINK SECURITY FENCE DETAIL
GENERAL NOTES THIS SHEET
T E
M P
O R
A R
Y H
O U
S
IN
G S
IT
E
F E
M A -D
R -4
-L
A
FENCE HEIGHT = 8’-0” WITH PRIVACY SLATS. 1.
N.T.S.
DETAIL
CHAIN LINK FENCE
SCALE:
E B
R V
IC
T O
R
IA
E A
S T B
A T
O N R
O U
G E L
O U
IS
IA
5'
2' - 6"2' - 6"
C L
R
M A
X T
O T
O P T
E N
A N
T L
O C
K
T
E N
A N
T
M
IN
(P A
R C
E L
M
IN
. (U
S P
S L
O C
K
"16
"2
1' - 6
4"
TYP.
10"
C L
R
M
IN
2' MIN.
7"
/2
9' - 2 1/2" 2' - 6"2' - 6"
5'
14' - 2 1/2"
5'
T H
IC
K N
E S
S F
O R F
O U
N D
A T
IO
N R
E S
C H
E D
U L E
AB SIZE AND LAYOUT
RE: MODEL SPECS FOR
REINFORCING
RE: SCHEDULE FOR
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 a u t o t im e
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M E
M P
H
IS
T
E N
N E
S S
E E
M E
M P
H
IS
D
IS
T R
IC
T
V
IC
T O
R
C S d g n
M A
IL
B O
X C
L U
L S
T E
R
C
IV
IL
D
E T
A
IL
S
CS503
B
C
D
CATEGORY
IBC WIND EXPOSURE
THICKNESS (in) *
FOUNDATION
REINFORCING
FOUNDATION
#4 @ 12" EW TOP
#4 @ 10" EW TOP **
#4 @ 12" EW T&B
T&B = TOP & BOTTOM
EW = EACH WAY
** REINFORCING SHALL BE PLACED 3" CLEAR FROM TOP OF FOUNDATION
* VERIFY FROST PROTECTION REQUIREMENTS WITH LOCAL JURISDICTION
N.T.S.N.T.S.
FRONT ELEVATION
SIDE ELEVATION
PLAN VIEW
SCALE:
SECTION
NONE
A
A N
S I
D
US MAIL US MAIL US MAIL
GRADE
FINAL
A
POSTAL BOX
CLUSTER
FOUNDATION
CLUSTER BOX
CONCRETE PAD (ACCESSIBLE ROUTE)
LEG CONFIGURATION
(90 MPH) SINGLE
FOUNDATION PLAN
T E
M P
O R
A R
Y G
R O
U P S
IT
E
ASPHALT PAVING TO INSURE AN ACCESSIBLE ACCESS ROUTE
MAILBOX FOUNDATION PAD SHALL BE FLUSH WITH ADJACENT1.
NOTES:
F E
M A -D
R -4
-L
A
GENERAL NOTES THIS SHEET
1. SEE SPECIFICATIONS FOR MAILBOX REQUIREMENTS.
ACCESSIBLE ACCESS ROUTE
CONCRETE TO ACHIEVE AN
THIS AREA SHALL BE FILLED IN WITH
E B
R V
IC
T O
R
IA
E A
S T B
A T
O N R
O U
G E L
O U
IS
IA
12'-4"
2" 2"
2-1/2"2-1/2"
2-1/2"
1-1/2" 1-1/2" 1-1/2"
2-1/2"
-1 /2
-1 /2
-1 /2
C L E
A R
M
IN
M A
X
M
IN
1/4 " R ALL CORNERS
WWF 6 x 6 - W1.4 x W1.4
4" GRANULAR FILL
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 a u t o t im e
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M E
M P
H
IS
T
E N
N E
S S
E E
M E
M P
H
IS
D
IS
T R
IC
T
C
IV
IL
D
E T
A
IL
S
CS504
V
IC
T O
R
C S d g n
PLAN SIDE ELEVATION
FRONT ELEVATION
B U
S S
H E
L T
E R
A N
S I
D
SIDEWALK
ACCESS
SHELTER
M
IN
EQ. EQ. EQ. EQ. EQ. EQ.
E Q
E Q
5" MIN. EMBEDMENT
EXPANSION BOLT
5/8" CONCRETE
EACH SIDE
5'-9" MIN.
6" PCC SLAB
GENERAL NOTES THIS SHEET
T E
M P
O R
A R
Y H
O U
S
IN
G S
IT
E
F E
M A -D
R -4
-L
A
(COLUMBIAEQUIPMENT.COM).
18010 93RD AVE, JAMAICA, NY 11433
MANUFACTURED BY COLUMBIA EQUIPMENT COMPANY, INC.,
AN ACCEPTABLE BUS-STOP SHELTER IS MODEL 4002
2. PROVIDE A 6' X 12' BUS-SHELTER AS SHOWN, AN EXAMPLE OF
SHALL BE CAST AS PART OF THE SHELTER PAD.
1. APRON IN FRONT AND ALONG THE SIDES OF THE SHELTER
N.T.S.
DETAIL
SHELTER ANCHORAGE
SCALE:
N.T.S.
DETAIL
TYPICAL PAD FOR BUS SHELTER
SCALE: N.T.S.
DETAIL
BUS SHELTER
SCALE:
E B
R V
IC
T O
R
IA
E A
S T B
A T
O N R
O U
G E L
O U
IS
IA
62'-0"
20'-0"
22'-0"
22'-0"
5'-9"
31'-0"
EQ.EQ.
MARKING (TYP.)
4" WHITE PAVEMENT
BUS SHELTER AND PAD
SIGNS; R7-8 & R7-8B
ACCESSIBLE PARKING
HANDICAPPED & VAN
UFAS 4" CONCRETE SIDEWALK
BASE (TYPICAL)
2.5" ASPHALT & 8" AGGREGATE
V A
R
IE
S
V A
R (S
E E S
IT
E P
L A
N
40'-0"
MAILBOX CLUSTER (TYP, SEE CS503)
GEOTEXTILE
AGGREGATE BASE (TYP.) OVER
2.5" ASPHALT PAVEMENT & 6"
5'-0"30'-0"5'-0"
BY OTHERS
DUMPSTER PROVIDED
OVER GEOTEXTILE FABRIC
4" GRANULAR FILL
6" THICK CONCRETE OVER
CONCRETE DUMPSTER PAD
8' PRIVACY FENCING
TO DUMPSTER PAD (TYP)
WHEEL STOP ANCHORED
4' PAVEMENT MARKING
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 a u t o t im e
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M E
M P
H
IS
T
E N
N E
S S
E E
M E
M P
H
IS
D
IS
T R
IC
T
V
IC
T O
R
C S d g n
C
IV
IL
D
E T
A
IL
CS505
A N
S I
D
GREEN SPACE
5:1 TAPER
DUMPSTER PAD
CL
E
M P
O R
A R
Y G
R O
U P S
IT
E
F E
M A -D
R -4
-L
A
N.T.S.
DETAIL
DUMPSTER PAD
SCALE:
1" = 20'
DETAIL
BUS SHELTER LAYOUT
DETAIL
AND TRASH REMOVAL LAYOUT
TYPICAL PARKING LOT
R V
IC
T O
R
IA
E A
S T B
A T
O N R
O U
G E L
O U
IS
IA
N
DUMPSTER DUMPSTER DUMPSTERDUMPSTER
2"
3"
2"
16"
15 3/4"
17"
20"
10"
13"
17"
48"
4"
11''-0" TYP.5'-0" MIN.
4" WHITE STRIPING
V A
R
IE
S
M
IN
3"MIN.
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 a u t o t im e
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M E
M P
H
IS
T
E N
N E
S S
E E
M E
M P
H
IS
D
IS
T R
IC
T
CS506
V
IC
T O
R
C S d
BACKGROUND: BLUE
SYMBOL & BORDER: WHITE
BACKGROUND
WITH
S I
D
12"
R 9"
R
3"
R
BACKGROUND: BLUE
SYMBOL & BORDER: WHITE
BACKGROUND
WITH
T E
M P
O R
A R
Y G
R O
U P S
IT
E
H A
N D
IC
A P M
A R
K
IN
G D
E T
A
IL
S
F E
M A -D
R -4
-L
A
MOUNTING BRACKET
EQUAL
NO. THDW-106 OR APPROVED
USE MOUNTING BRACKET
SIGN
MOUNTING BRACKET
NOTE 1
SIGN, SEE
STEEL PIPE
GALVANIZED WELDED
2" ID (2 3/8" OD)
D R
IV
E N
(TYP.)
P U
N C
H E
D
O .C
/8
D
IA
H O
L E
S
STEEL SIGN
TYPICAL GALVANIZED
GRADE
OR FINISHED
EXISTING
D R
IV
E N
M
IN
(H
A Z
A R
D M
A R
K E
R
INSTALLATION)
(DEFORM THREADS AFTER
RESISTANT STOVE BOLTS
MOUNT WITH CORROSION
PROVIDE STOP SIGNS AT ALL INTERSECTING ROADWAYS.1.
NOTES:
SIGNAGE AND STRIPING NOTES
GENERAL NOTES THIS SHEET
THE BACKGROUND, SYMBOL AND BORDER.
DESIGNS SHALL CONFORM TO THE ILLUSTRATED COLORS OF
EXCEEDING THE 48"x48" MINIMUM MAY BE USED. ALTERNATIVE
MARKING SYMBOLS WITH BACKGROUND OF OTHER DIMENSIONS
2. WITH APPROVAL OF THE COR, PREFABRICATED PAVEMENT
D) SHALL BE 48"x48" MINIMUM.
C) MAY BE PAINTED OR PREFABRICATED MATERIAL, AND
LANE.
SPACES SO AS TO BE VISIBLE TO MOTORISTS IN THE TRAVEL
B) SHOULD BE PLACED TOWARD THE FAR END OF THE PARKING
A) ARE REQUIRED UNLESS STATED ELSEWHERE IN THE PLANS,
1. PAVEMENT MARKING SYMBOLS (WITH BACKGROUND):
AND DEVELOPMENT GUIDELINES AND SPECIFICATIONS.
TO LOUISIANA DEPARTMENT OF TRANSPORTATION
2. STRIPING REFERRED TO FOR THIS PROJECT SHALL CONFORM
(MUTCD) 2009 EDITION, AS REVISED.
TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"
1. SIGNAGE REFERED TO FOR THIS PROJECT SHALL CONFORM
N.T.S.
DETAIL
SIGN POST
SCALE:
N.T.S.
DETAIL
HANDICAP PARKING
SCALE: N.T.S.
DETAIL
HANDICAP SYMBOL
SCALE:
E B
R V
IC
T O
R
IA
E A
S T B
A T
O N R
O U
G E L
O U
IS
IA
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
/2 /2
S
X X /X
X
T O
R
C S d g n
/2 /2
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R
CS601
.S
X X
X
X X
X
X X
X
T E
M P
O R
A R
Y H
O U
S
IN
G S
X
H O
R
IZ
O N
T A
L C
O N
T R
O L T
A B
L E
S
F E
M A -D
R -4
-L
A
E B
R V
IC
T O
R
IA
E A
S T B
A T
O N R
O U
G E L
O U
IS
IA
N A
A C
C E
S S R
O A
D S A
N D S
A N
IT
A R
Y S
E W
151413
181920212223 24252627282930
MB MGR
BS
U F
A S
U F
A S
U F
A S
U F
A S
U F
A
SSMH 1
SMH 2
SMH 3
12" PVC INL=44.48
MH TOP=52.31
EXISTING SMH
CONNECT TO
INL=44.46
TOP=52.12
EXISTING SMH
CONNECT TO
WATERMAIN
EXISTING
CONNECT TO
WATERMAIN
EXISTING
CONNECT TO
INV=49.11
85'-12" RCP @ 0.5%
BOTTOM = 48.34
CULVERT , DITCH
DITCH AND DRAINAGE
MAINTAIN EXISTING
1.0% (MIN)
160'-4" PVC @
HYDRANT
NEW
HYDRANT
NEW
HYDRANT
NEW
HYDRANT
NEW
HYDRANT
EXISTING
& TRASH
PARKING
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
ID
Sheet
S
S
S
CO
CO
CO
CO
CO
CO
C O
CO
CO
CO
CO
CO
CO
CO
CO
B
C B
VIC-1
C B
C B
B
S
S
S
A S
A S
A S
A S
A S
A S
A S
A S
S
/0
T O
R
C U d g n
/3 /2
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R
CU101
.S
P R
F
T E
M P
O R
A R
Y H
O U
S
IN
G S
IT
E
F E
M A -D
R -4
-L
IL
IT
Y P
L A
N
8" WATERMAIN
8" SANITARY SEWER
8" WATERMAIN
4" S
ANI
TARY
SEW
ER
GENERAL NOTES THIS SHEET
PLAN VIEW N
80'0 40'
SHEET KEYNOTES
PLASTIC PIPE CULVERT
PROTECT EXISTING 13" CORRUGATED
CROSSINGS.
36" COVER IS PROVIDED UNDER ROAD
SANITARY SEWER PIPE WHERE LESS THAN
INSTALL STEEL PIPE SHEATHING ON PVC
OUTER EDGE OF SHOULDER.
FROM OUTER EDGE OF SHOULDER TO
LENGTH OF SHEATHING PIPE SHALL BE
SHEATHING PIPE FOR 8" DIA. PVC. THE
ASTM A500 BLACK STEEL PIPE AS A
ROAD (STREET) CROSSING, ADD A 10" DIA.
MINIMUM COVER CANNOT BE ACHIEVED AT
FEET FROM PIPE CROSSING. WHERE
WATER PIPE JOINTS NO CLOSER THAN 10
PRE-APPROVED BY THE ENGINEER, KEEP
ALL UTILITIES. UNLESS OTHERWISE
E B
R V
IC
T O
R
IA
E A
S T B
A T
O N R
O U
G E P
A R
IS
H L
O U
IS
IA
N A
UTILITY LOCATES.
LA ONE-CALL PRIOR TO CONSTRUCTION FOR
CONSTRUCTION. CONTRACTOR SHALL CALL
ALL UTILITIES PRIOR TO BEGINNING
AREA AND IS RESPONSIBLE FOR VERIFYING
EXISTING UTILITIES WITHIN THE PROJECT
8. THE CONTRACTOR SHALL BE AWARE OF THE
IT IS FOUND.
SERVICE AND REPAIRING THE LEAKAGE WHEN
SYSTEM PER LAC 51:XII.353.A BEFORE THE
DISINFECTING AN EXISTING WATER NETWORK
7. THE CONTRACTOR IS RESPONSIBLE FOR
EQUIPMENT SHOWN ON CU501.
AND RISERS, MANHOLES, AND ASSOCIATED
GRAVITY LINE, INCLUDING ALL SEVICE PIPES
SANITARY SEWER LINES TO THE EXISTING
THE MATERIAL AND INSTALLATION OF THE
6. CONTRACTOR SHALL BE RESPONSIBLE FOR
METER MATERIALS SHALL MEET LOCAL CODE.
METERING EQUIPMENT. CONNECTION, TAP AND
EAST BATON ROUGE FOR CONNECTION AND
THE CONTRACTOR SHALL COORDINATE WITH
INCLUDING CONNECTION, TAP AND METER.
WATERLINES TO THE EXISTING WATER MAIN
FOR THE MATERIAL AND INSTALLATION OF THE
5.THE CONTRACTOR SHALL BE RESPONSIBLE
SEPARATION IS EIGHTEEN (18) INCHES.
TEN (10) FEET, AND THE MINIMUM VERTICAL
POINTS OF THE WATER AND SEWER LINE IS
SEPARATION BETWEEN THE CLOSEST TWO
OF PIPE. THE MINIMUM HORIZONTAL
AND SEWER IS 3' (THREE FEET) COVER TO TOP
4. MINIMUM DEPTH OF BURY FOR WATERMAIN
INSTALLATION REQUIREMENTS.
3. SEE SHEET EU101 FOR OH ELECTRIC
2. SEE SHEET CS101 FOR SITE LAYOUT.
CONNECTIONS.
SANITARY AND WATER SERVICE
1. SEE SHEETS CU501, CU502, AND CU503 FOR
O.D.
BEDDING*
BACK FILL*
INITIAL
48"
1'
CHANNEL
STEPS
FINISHED GRADE
V A
R
IE
WATER SERVICE LEAD
CORP. STOPSERVICE CLAMP
UNDISTURBED SOIL
UNDISTURBED SOIL
CHIMNEY SEAL
OR DITCHES.
AREAS, NO MOUNDING IN EMANKMENTS, STREETS
CULTIVATED AREAS; MOUND 6" IN DEVELOPED
EXCEED 3' EACH SIDE OF TRENCH. MOUND 18" IN
UNIFORMLY MOUND EXCESS MATERIAL NOT TO
GRANULAR FILL
VERIFY MATERIAL IF EXISTING
PROPOSED/EXISTING WATERMAIN
4" GRANULAR FILL
GRADE
PIPE & RISER
4" SERVICE
ELBOW
(SEE NOTE 1)
GRANULAR FILL BACKFILL
WITH THREADED PLUG
4" CLEAN-OUT WYE
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
ID
W**
6" TO 15 " O.D.+24"
6" AND LESS 2'-6"
PIPE SIZE MAXIMUM TRENCH WIDTH
(4" MIN.)
O.D.4
PLAN
REDUCING CONE
27" TO 48" ECCENTRIC
" PER FOOT)2
1(SLOPE
CONCRETE BENCH
CAST-IN RUBBER BOOTS
MONOLITHIC BASE WITH
SECTION
M A
X
M A
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M E
M P
H
IS
T
E N
N E
S S
E E
M E
M P
H
IS
D
IS
T R
IC
T
CU501
V
IC
T O
R
C U d
ADJUSTING RINGS
THREE 2" THICK, 27" I.D.
ALL PIPING
OR APPROVED EQUAL
COVER - NEENAH R-1733,
MANHOLE FRAME AND
FINAL BACKFILL***
T E
M P
O R
A R
Y G
R O
U P S
IT
E
** MAXIMUM WIDTH OF SUB-TRENCH SHALL BE AS FOLLOWS:
SPECIFICATIONS FOR GRANULAR FILL .
* BEDDING AND INITIAL BACK FILL SHALL MEET THE
SATISFACTORY MATERIAL .
*** FINAL BACKFILL SHALL MEET THE REQUIREMENTS OF
IL
IT
Y D
E T
A
IL
F
M A -D
R -4
-L
A
N.T.S.
DETAIL
SANITARY SEWER MANHOLE
SCALE:
N.T.S.
DETAIL
CORP STOP
SCALE:
N.T.S.
DETAIL
WATER AND SEWER PIPE BEDDING AND BACKFILL
SCALE:
E B
R V
IC
T O
R
IA
B A
T O
N R
O U
G E L
O U
IS
IA
N A
4" MAX
N.T.S.
DETAIL
SEWER LINE CONNECTION
SCALE:
2' MIN
EASILY ACCESSED.
1. CLEANOUT SHALL BE PLACED SO THAT IT CAN BE
BELOW SEWER LINE. SEE SECTION 31 00 00.00 13.
1. COMPACTED GRANULAR FILL 6" ABOVE AND 6"
NOTES:
AS NOTES ON PLANS OR SPECIFICATIONS.
108" MAX. COVER OVER ALL PIPES EXCEPT
24" MIN. COVER OVER SERVICE LINES
36" MIN. COVER OVER MAINLINE PIPE
CURB STOP AND BOX
4" - 45 DEGREE BENDS
4" DOUBLE WYE WITH
CONNECTOR
SEWER
CLEANOUT
4" SEWER
CORPORATION STOP
8" SANITARY SEWER
'-0
MHU PAD
MHU PAD C
NEAREST TO PAD CENTERLINE
STUBS IN BACK HALF OF MHU PAD
LOCATE WATER AND SANITARY SEWER
PLACEMENT
ELECTRICAL
SEE E-501 FOR
4" SEWER SERVICE LINE
8" WATER MAIN
(INCLUDES SHUT OFF VALVE)
WATER CONNECTOR
1" WATER SERVICE
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 a u t o t im e
/3 /2
S
X X /X
X
/3 /2
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R
CU502
.S
X X
X
X X
X
X X
X
T E
M P
O R
A R
Y H
O U
S
IN
G S
X
S E
R V
IC
E D
E T
A
IL
S
F E
M A -D
R -4
-L
A
B.
A.
2.
RATED PIPE MEETING AWWA STANDARDS.
PIPE SHALL BE WATER WORKS GRADE 150 PSI PRESSURE
PERPENDICULAR TO THE WATER MAIN. THE CARRIER
ON BOTH SIDES OF THE CROSSING, MEASURED
A WATER TIGHT CARRIER PIPE WHICH EXTENDS 10 FEET
ENCASE EITHER THE WATER MAIN OR THE SEWER LINE IN
ENSURE WATER TIGHTNESS.
TESTED TO A MINIMUM OF 25 PSI TO
STANDARDS AND SHALL BE PRESSURE
PRESSURE RATED PIPE MEETING AWWA
BE WATER WORKS GRADE 150 PSI (1.0 MPA)
THE SEWER MATERIALS SHALL
CONSTRUCTED:
DISTANCES,ONE OF THE FOLLOWING METHODS MUST BE
MINIMUM SPECIFIED SEPARATION
WHEN IT IS IMPOSSIBLE TO OBTAIN THE
ii.
i.
C.
1.
REQUIRED.
SUPPORT FOR THE WATER AND SEWER PIPES MAY BE
FROM THE SEWER AS POSSIBLE. SPECIAL STRUCTURAL
SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR
AT CROSSINGS, ONE FULL LENGTH OF WATER PIPE
LOCATED ABOVE THE SEWER.
THE SEWER WITH PREFERENCE TO THE WATER MAIN
WHERE THE WATER MAIN IS EITHER ABOVE OR BELOW
OUTSIDE OF THE SEWER. THIS SHALL BE THE CASE
BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE
PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES
WATER MAINS CROSSING SEWERS SHALL BE LAID TO
WHERE WATER MAINS AND SEWER MAINS CROSS:
COR ON SITE.
LAYOUT PLANS AND CONFIRMED/REVISED BY THE
EXACT LOCATION OF UNITS TO BE AS SHOWN ON THE
NOTES:
40'10'0 20'
PAD
BACK HALF OF PAD, A MINIMUM OF 7' IN FROM EDGE OF
5. WATER AND SEWER TO BE ROUGHLY CENTERED ON
4. WATER AND SEWER CONNECTION TO UNITS BY OTHERS.
WATER VALVE LAYOUT
DETAIL
D
E W
L
UTILITY SERVICE LOCATION
UNITS BY OTHERS.
1. WATER & SEWER CONNECTION TO
B A
T O
N R
O U
G E L
O U
IS
IA
N
TYPICAL UTILITY LAYOUT
DETAIL
IC
T O
R
C U
.d g n
E B
R V
IC
T O
IA
over pipe joint
Do not install fastener
O Ring if required when precast
Tapered holes permitted
° 60° holes (typ.)
Concrete pipe tie
A
BC
L
H
EXISTING GRADE
FINISHED GRADE
GRANULAR FILL
RCP CL III
MATERIAL
SATISFACTORY
TDia.T
TWT
TWT
T D ia m e te r
/2 /2
S
X X /X
X
T O
R
C U d g n
/2 /2
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R
CU503
.S
X X
X
X X
X
X X
X
T E
M P
O R
A R
Y H
O U
S
IN
G S
X
F E
M A -D
R -4
-L
A
45°90°
BEND
PLUG
TEE
SIZE
PIPE
14.5
2.5
8 4
1.5 1
58"
12"
4" - 6"
10.5
ELEVATION
TYPICAL
AT TEE, CROSS AND PLUG
(TYPICAL)
THRUST BLOCK
CONCRETE
CLASS K
EARTH (TYPICAL)
UNDISTURBED
THRUST BLOCKS (TYPICAL)
12" MINIMUM ALL
AT BENDAT TEE
(TYPICAL)
FACE
BEARING
NOTES:
AND SOIL BEARING PRESSURE OF 2000 PSF) (SEE NOTE 1)
(AREA BASED ON INTERNAL PRESSURE OF 150 PSIG
AREA OF BEARING FACE OF THRUST BLOCK IN SQUARE FEET
WOOD BLOCKING IS NOT PERMITTED.7.
BLOCK, SEE DETAIL S900-7.
MECHANICAL RESTRAINT IS REQUIRED IN ADDITION TO THRUST 6.
BOTTOM OF TRENCH.
FOR REDUCERS, THRUST BLOCK IS TO BE KEYED INTO WALLS AND 5.
BENDS.
FACTORY CAST OFFSETS ARE TO BE TREATED AS (2) 45 DEGREE 4.
AND TAPPING SLEEVE AND VALVE CONNECTIONS.
THRUST BLOCK IS TO BE INSTALLED AT ALL BENDS, PLUGS, TEES, 3.
HEIGHT.
WIDTH OF THRUST BLOCK SHOULD BE APPROXIMATELY TWICE
THRUST BLOCK IS TO BE POURED AGAINST UNDISTURBED EARTH. 2.
MAIN PIPE LARGER THAN 12 INCHES.
SPECIAL DESIGN IS REQUIRED FOR FITTINGS ON DOMESTIC WATER 1.
22-1/2° 11-1/4°
AT REDUCER
REDUCER
AREA
12" x 8"
8" x 6"
6" x 4"
SIZE
2.5
5.5
T H
R U
S T B
L O
C K D
E T
A
IL
S
SCALE:
WATER MAIN & FORCE MAIN BLOCKING
T
B
CL
CL
A B C L W F R1 R2 R3
END SECTIONS FOR ROUND PIPE CULVERT
SIZE
PIPE
2.5
9 27 36 1973 15.5 12 7.5
9.5 43.5 73.5 48 25 16.75 14 8
ELEVATION
PLAN
SECTION B-B
LAST THREE JOINTS EACH END OF PIPE
SUPPLEMENTAL CONCRETE PIPE TIE
EMBANKMENT
OD + 2'
N.T.S.
DETAIL
CULVERT END SECTION
SCALE:
N.T.S.
DETAIL
CONCRETE CULVERT PIPE
SCALE:
DETAILS
N.T.S.
E B
R V
IC
T O
R
IA
E A
S T B
A T
O N R
O U
G E L
O U
IS
IA
N A
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
ID
Sheet
Nx
151413
181920212223 24252627282930
MB MGR
BS
U F
A S
U F
A S
U F
A S
U F
A S
U F
SYSTEM
ELECTRICAL
OVERHEAD
EXISTING
CONNECT TO
S
/0
T O
R E
U d g n
/2 /2
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R
EU101
.S
P R
F
T E
M P
O R
A R
Y H
O U
S
IN
G S
IT
E
B A
T O
N R
O U
G E L
O U
IS
IA
N A
F E
M A -D
R -4
-L
A
L E
C T
R
IC
A L S
IT
E P
L A
N
PLAN VIEW
N
80'0 40'
Nx
3p
LEGEND
GUY WIRE
STREET LIGHT MOUNTED TO POLE
POWER DISTRIBUTION POLE
NEW DUAL METER/DISCONNECT POLE
NEW UNDERGROUND SERVICE
NEW 3 PHASE PRIMARY AERIAL SERVICE
METERING.
COMPANY ON ACTUAL ROUTING, TIE IN AND PRIMARY
THE CONTRACTOR SHALL COORDINATE WITH THE POWER
INDICATED IN THE BASE DESIGN.
PHOTO CELL CONTROL IN LIEU OF THE AREA PHOTO CELL
CONTRACTOR MAY PROVIDE LIGHT FIXTURES WITH INTEGRAL
VAC, 22,000 AMPS AIC. SEE SPECIFICATIONS. THE
ATTACHED PHOTO CELL. THE BREAKER SHALL BE RATED 240
TRANSFORMERS VIA A 20 AMP OUTDOOR BREAKER WITH
STREET LIGHTING SHALL BE TAPPED FROM OVERHEAD 50KVA
SUNLIGHT RESISTANT GUARDS INSTALLED OVER THEM.
IS EXERTED ON THEM. GUYS SHALL HAVE 8' PVC YELLOW
POLES SHALL BE GUYED WHERE SUFFICIENT UNEQUAL PULL
SHEET EU102.
1. FOR GENERAL NOTES FOR ALL ELECTIRCAL UTILITIES SEE
NEW PRIMARY AERIAL SERVICE
POLE WITH 50 KVA TRANSFORMER
EXISTING (PHASE 1) POWER DISTRIBUTION
50 KVA TRANSFORMER
POWER DISTRIBUTION POLE WITH
EXISTING PRIMARY AERIAL SERVICE (PHASE 1)
EXISTING POWER DISTRIBUTION POLE
GENERAL NOTES THIS SHEET
SHEET KEYNOTES
E B
R V
IC
T O
R
IA
& TRASH
PARKING
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
ID
Sheet
Nx
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
Nx Nx Nx
Nx Nx Nx Nx Nx
N x
N x
N x
Nx
S
G
L
D E
N
G -0
X X
X .d g n
/2 /2
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R
EU102
.S
P R
F
R G
F
R C
M
T E
M P
O R
A R
Y H
O U
S
IN
G S
IT
E
F E
M A -D
R -4
-L
A
E A
S T B
A T
O N R
O U
G E P
A R
IS
H L
O U
IS
IA
N A
GENERAL NOTES - ELECTRICAL SHEETS
CONDUIT.
STRANDED GROUND, RUN IN 2 ½ INCH SCHEDULE 40 PVC
SHALL BE 90 DEGREE 2/0 COPPER OR 4/0 ALUMINUM WITH #4
USED 2 XLP OR INDIVIDUAL CONDUCTORS. THE CONDUCTORS
23.SERVICE ENTRANCE CONDUCTORS TO THE MHU SHALL BE
22.OVERHEAD CABLES SHALL BE 266.8 AWG ACSR.
SHALL CLEARLY INDICATED ELECTRICAL OR TELEPHONE.
OVER ALL BURIED ELECTRICAL AND TELEPHONE LINES. TAPE
21.INSTALL HEAVY DUTY PLASTIC WARNING TAPE
THEN ROUTE TO THE DUAL METER/DISCONNECT.
20.CONNECT NEW SERVICE FEEDERS TO TRANSFORMERS
GRAVEL SOIL.
USE SAND OR CLEAN BEDDING IF REQUIRED IN ROCKY OR
19.PROVIDE A SMOOTH TRENCH, REMOVING SHARP ROCKS,
WHERE CABLES ARE TO BE PULLED INTO DUCTLINE.
APPLICATIONS (RISER BENDS SHOULD BE METALLIC CONDUIT
SCHEDULE 80 PLASTIC DUCT FOR DIRECT-BURIAL AND RISER
18.ALL PIPE SHALL BE THICK-WALL OR SCHEDULE 40 OR
40.
UNDERGROUND CONDUITS SHALL BE MINIMUM OF SCHEDULE
GOING INTO THE GROUND SHALL BE SCHEDULE 80 PVC.
17.CONDUITS ABOVE GROUND INCLUDING THE FIRST SWEEP
RECOMMEND XHHW CONDUCTORS.
MINIMUM SIZE SHALL BE 4/0 ALUMINUM OR 3/0 COPPER.
DEGREE. THE CONDUCTORS SHALL BE RATED OUTDOOR. THE
METER/DISCONNECT SHALL BE RATED A MINIMUM 200 AMPS 90
16.SERVICE CONDUCTORS IN CONDUIT TO THE DUAL
BUILDING AUTHORITY.
LOCAL
ADDITIONAL HEIGHT REQUIREMENTS WITH ENTERGY AND THE
SHALL BE AT A MINIMUM 15 FEET ABOVE GRADE. VERIFY
DROP HEIGHT SHALL BE 11 FT. AND THE WEATHER HEAD
15.REQUIRED SERVICE DROP HEIGHT. THE MINIMUM SERVICE
RATED FOR THE LATERAL LOAD.
14.THE METER DISCONNECT POLES SHALL BE SIZED AND
GROUND CONDUCTOR SHALL BE COPPER.
OR NO-ALOX SHALL BE USED. THE SERVICE ENTRANCE
AND TERMINALS, UL LISTED PRODUCTS SUCH AS PENETROX
ON ALL ALUMINUM CONDUCTORS ON COMPRESSION LUGS
13. ALUMINUM ANTIOXIDANT GREASE MUST BE USED
INTERRUPTING CAPACITY.
AND THE METER DISCONNECT SHALL BE RATED 22,000 AMPS
12.THE UNIT SHALL HAVE A 200 AMP RATING FOR EACH METER.
11.THE DUAL METER/DISCONNECT SHALL BE A SINGLE UNIT.
WITH 30 FT OF THE MHU.
METER/DISCONNECT UNITS SHALL BE USED. THEY SHALL BE
MANUFACTURED HOME UNITS (MHU). THE DUAL
10.SEE CIVIL PLANS FOR DETAILS LOCATING THE
ASSEMBLIES TO FACE THE STREET.
9.ORIENT ALL METER BASE/DISCONNECT
8.ALL WORK IS NEW UNLESS INDICATED OTHERWISE.
THE POLES MAY VARY.
POWER CORRIDORS. ACTUAL LOCATIONS AND QUANTITIES OF
7.PRIMARY POLE LINES SHOWN ON THE PLANS IDENTIFY
CITY, COUNTY AND STATE CODES.
IN THE NATIONAL ELECTRIC CODE NFPA 70 AND ALL LOCAL
6.ALL WIRING SHALL COMPLY WITH THE REQUIREMENTS GIVEN
UTILITIES SHALL CROSS AT RIGHT ANGLES.
CONDUITS
MAINTAIN 3 FEET CLEARANCE BETWEEN WATER LINE AND ANY
WITH THE WATER AND SEWER UTILIZES TO THE MHU.
5.ELECTRICAL SERVICE STUB-UP SHALL BE COORDINATED
TRAILER.
THE FEEDER FROM THE METER CENTER DISCONNECT TO THE
ASSOCIATED WITH
WARNING TAPE, AND ACCESSORY HARDWARE) AND LABOR
MATERIAL (CONDUIT, CONDUIT STRAPS, CONDUCTORS,
4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
AND ASSOCIATED LABOR.
AND CONDUCTOR, AND ACCESSORY HARDWARE)
METER CENTER WITH DISCONNECTING MEANS, GROUND ROD
AND WEATHERHEAD ON METER POLE, CONDUIT STRAPS,
MATERIAL (METER POLE, SERVICE CONDUCTOR, CONDUIT,
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
LABOR ASSOCIATED WITH ANY PRIMARY CIRCUIT.
INSULATORS, TRANSFORMERS, AND POLE HARDWARE) AND
MATERIAL, (PRIMARY POWER POLES, CONDUCTOR, FUSES,
2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
HAVING JURISDICTION (AHJ).
MATERIALS AND CONSTRUCTION WITH THE AUTHORITY
1. FOLLOW THE 2014 NEC, AND VERIFY ALL ELECTRICAL
E L E
C T
R
IC
A L U
T
IL
IT
Y N
O T
R V
IC
T O
R
IA
32.TRANSFROMERS 50 KVA 7200/240/120 VOLTAGES.
SPECIFICATIONS.
EMISSION, WITH ROADWAY TYPE III PATTERN. SEE
LED TYPE WITH 4000-5700K LIGHT SPECTRUM, SHARP CUTOFF
31. ROAD WAY LIGHT FIXTURES SHALL BE 120 VAC, 90W CLASS
WITH AUTHORITY HAVING JURISDICTION, (AHJ).
MINIMUM 18 FEET ABOVE GRADE. VERIFY REQUIREMENTS
FIXTURES OVER ROADWAYS, PARKING AREAS SHALL BE
30. LIGHTING ONLY POLES MAY BE SHORTER. THE LIGHT
ONLY LIGHT FIXTURES.
CLASS 6 POLES MAY BE USED FOR THOSE POLES WITH
POLE STANDARD FOR PRIMARY SERVICE POLES IS CLASS 5.
TYPICAL LAYOUT SHOWING THE DIMENSIONS. THE MINIMUM
AND COORDINATE THE USE OF THESE POLES. SUBMIT A
SHALL BE MOUNTED TO WOOD POLES. DESIGN
29. OUTDOOR STREET LIGHT AND MAIL BOX AREA FIXTURES
BEDDING.
REMOVE SHARP ROCKS. IF THE SOIL IS ROCKY USE SAND AS A
28.PROVIDE A SMOOTH TRENCH FOR BURIED CONDUITS.
PROPERLY CONNECTED.
AND BRANCH CIRCUIT CONDUCTORS ARE
IN THE PANEL OF EACH TRAILER AND ASSURE THAT FEEDER
27.THE CONTRACTOR SHALL CHECK ALL CONNECTIONS
INSPECTION BETWEEN 2 AND 6 INCHES DEEP.
GROUND RODS. BURY GROUND CONDUCTORS AFTER
THERE IS A GROUND CONDUCTOR BETWEEN THE TWO
FROM EACH GROUND ROD TO THE METER/DISCONNECT, AND
LOOP. THIS MEANS THAT A GROUND CONDUCTOR GOES
USED. THE GROUND CONDUCTORS SHALL BE INSTALLED IN A
GROUND CONDUCTOR WITH GREEN INSULATION SHALL BE
INSTALLED 6 FEET APART. A MINIMUM #6 STRANDED COPPER
INCH 10 FT. LONG COPPER CLAD GROUND RODS SHALL BE
26.INSTALL THE SERVICE GROUND PER 2014 NEC. TWO 5/8
CONDUCTORS.
25.VERIFY ROUTING AND LOCATION OF PRIMARY
24.THE NEW DESIGN SHALL BE 200 AMP SERVICES.
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
OF THE CONDUIT DURING CONSTRUCTION.
TO KEEP WATER AND DEBRIS OUT
RE-ENTERABLE PUTTY OR EPOXY
BE PLUGGED WITH A FIELD-APPROVED
BY OTHERS (TYP.) STUB-UPS SHALL
THAT ARE PLUMB. FOR EXTENSION
PROVIDE CONDUIT STUB-UPS
METERING POLE.
IN 2.5" SCH 40 PVC CONDUIT TO
SERVICE ENTRANCE CONDUCTORS
T Y
P
SPLICE POINT ON MHU.
CONTRACTOR TO
HAUL AND INSTALL
FOR INSTALLATION BY
SERVICE WIRE/CABLE
COIL UP 15' OF
ELBOW (TYP. FOR ALL ELBOWS)
CONDUIT SWEEP TYPE
2.5" SCHEDULE 80 PVC
BASE SHOWN
2 GANG METER
SWEEPING ELBOW (TYP.)
PVC CONDUITS ABOVE GRADE
3R RATED ENCLOSURE (TYP.)
RATED 22KAIC MIN. IN NEMA
AS SERVICE ENTRANCE.
SWITCHES RATED FOR USE
200A CKT. BKR. TYPE DISC.
DUAL METER/ DISCONNECT
MIN. 18" BURIAL
IN CONDUIT TO MHU
SERVICE LATERAL
PLUS 2 FEET.
10% HEIGHT OF POLE
POLE BURIAL IS TYPICALLY
SPAN DISTANCE.)
MINIMUM POLE SIZE AND AERIAL
HAVING JURISDICTION ON
UTILITY CO. AND AUTHORITY
POLE (COORDINATE WITH LOCAL
(VERIFY HEIGHT WITH AHJ)
15'-0" ABOVE FINISHED GRADE.
TOP OF WEATHERHEAD MINIMUM
TO NEC AND AHJ.
HEIGHT SHALL BE ACCORDING
OR 2/0 COPPER CONDUCTORS.
PER NEC, USE 4/0 ALUMINUM
AERIAL SERVICE CABLE
S
T O
R E -5 d g n
/2 /2
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R
E-501
.S
P R
F
R G
F
R C
M
T E
M P
O R
A R
Y H
O U
S
IN
G S
IT
E
E L E
C T
R
IC
A L D
E T
A
IL
S
GENERAL NOTES THIS SHEET
FIN. GRADE
O
F
OR NO-ALOX SHALL USED.
SUCH AS PENETROX
COMPRESSION LUGS AND TERMINALS. UL LISTED PRODUCTS
FOR ALL ALUMINUM CONDUCTORS ON
3. ALUMINUM ANTIOXIDANT GREASE (PASTE) SHALL BE USED
WITH THE WATER AND SEWER UTILITIES TO THE MHU.
ELECTRICAL SERVICE STUB-UPS SHALL BE COORDINATED
2. SEE CIVIL PLANS FOR DETAILS LOCATING THE MHUS. THE
JURISDICTION, (AHJ).
MATERIALS AND CONSTRUCTION WITH THE AUTHORITY HAVING
1. FOLLOW THE 2014 NEC, AND VERIFY ALL ELECTRICAL
SHEET KEYNOTES
F E
M A -D
R -4
-L
A
N.T.S.
2 GANG METERING AND POST
(FRONT SIDE OF POLE)
SCALE: N.T.S.
CONDUIT STUB-UP FOR MHU
UNDER-MHU LOCATION
SCALE:
AND 6 INCHES DEEP.
GROUND CONDUCTORS AFTER INSPECTION BETWEEN 2
CONDUCTOR BETWEEN THE TWO GROUND RODS. BURY
METER/DISCONNECT. AND THERE IS A GROUND
GOES FROM EACH GROUND ROD TO THE
IN A LOOP. THIS MEANS THAT A GROUND CONDUCTOR
USED. THE GROUND CONDUCTORS SHALL BE INSTALLED
COPPER GROUND WITH GREEN INSULATION SHALL BE
INSTALLED 6 FEET APART. A MINIMUM #4 STRANDED
FT. LONG COPPER CLAD GROUND RODS SHALL BE
INSTALL THE SERVICE GROUND PER NEC. TWO 5/8 INCH 10
CONDUCTOR. THE CONDUCTORS SHALL BE XHHW-2.
STRANDED #4 GREEN INSULATED COPPER GROUND
MINIMUM 2/0 COPPER OR 4/0 ALUMINUM. WITH A
A 200 AMP SERVICE. THE CONDUCTORS SHALL BE
STUB-UP SHALL BE RATED 90 DEGREE AND PER CODE FOR
THE SERVICE LATERAL CONDUCTORS TO THE MHU
MINIMUM OF 18 INCHES.
CONDUITS SHALL BE A MINIMUM SCHEDULE 40, BURIED A
THE FIRST SWEEP GOING BELOW GRADE. BURIED PVC
ALL PVC CONDUITS SHALL BE SCHEDULE 80, INCLUDING
BE PROVIDED AND INSTALLED.
AMP METER JUMPERS AND BLANK METER COVERS SHALL
PRIMARY WHOLE SITE METERING IS PRESENT, FULL 200
6X6 INCH TREATED WOOD POLE, BURIED 3 FEET. IF
THE DUAL METER DISCONNECT SHALL BE MOUNTED ON A
AN INTERRUPTING CAPACITY OF 22,000 AMPS AT 240 VAC.
DISCONNECT SHALL BE SERVICE ENTRANCE RATED WITH
SHALL HAVE A 200 AMP RATING FOR BOTH METERS. THE
CAPABLE OF BEING POLE OR POST MOUNTED. THE UNIT
THE DUAL METER/DISCONNECT SHALL BE A SINGLE UNIT
FOR ALUMINUM.
CONDUCTORS SHALL BE XHHW-2, 3/0 FOR COPPER OR 4/0
DEGREE RATED FOR 200 AMPS MINIMUM. THE
BE A CONTINUOUS RUN. THE CONDUCTORS SHALL BE 90
TRANSFORMERS TO THE DUAL METER/DISCONNECT SHALL
THE SERVICE CONDUCTORS FROM THE POLE MOUNTED
METER/DISCONNECT.
CONDUIT SHALL BE ROUTED UNDERGROUND TO THE DUAL
STRAPPED WITH TWO HOLE CLAMPS PER NEC. THE
FEET ABOVE GRADE. THE CONDUIT SHALL BE SECURELY
CONDUIT. THE WEATHERHEAD SHALL BE AT LEAST 15
SHALL BE USED TO PREVENT RAIN FROM ENTERING THE
FIRST SWEEP GOING UNDERGROUND. A WEATHER HEAD
CONDUIT FOR ALL RUNS ABOVE GROUND, INCLUDING THE
TRANSFORMER SHALL BE IN 2 ½INCH SCHEDULE 80
THE SERVICE CONDUCTORS FROM THE POLE MOUNTED 1
FIN. GRADE
FINISHED GRADE
APPROX. 5'-0" ABOVE
TOP OF METER BASE
GRADE
FINISHED
ABOVE
2'-0" MINIMUM
SERVICE GROUND
E B
R V
IC
T O
R
IA
E A
S T B
A T
O N R
O U
G E L
O U
IS
IA
N A
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
7'
T
Y P
POST
SERVICE (METERING)
POLE
DISTRIBUTION
POWER
M
IN
CONDUIT
COVER OVER
MAINTAIN MIN. 18"
OF MHU FOR SUPPLY CONNECTION
CONDUIT EXTENDING BELOW FLOOR (TYP.)
MHU PAD
(TYP.)
LAYOUT LINE
MHU LOT
SERVICE DROP (TYP.)
OVERHEAD
S
/0
T O
R E -5 d g n
/2 /2
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R
E-502
.S
P R
F
T E
M P
O R
A R
Y H
O U
S
IN
G S
IT
E
E L E
C T
R
IC
A L D
E T
A
IL
S
GENERAL NOTES THIS SHEET
POLE AND LIGHTING NOTES
5. PROVIDE PHOTO EYE SENSORS PER SPECIFICATIONS.
RUN BETWEEN POLES SHALL BE RATED FOR OVERHEAD USE.
AND POLE MOUNTED TRANSFORMERS. LIGHTING CONDUCTORS
FIXTURES. PROVIDE 4 FT CLEARANCE FROM PRIMARY WIRES
4. RUN CONDUCTORS BETWEEN POLES TO POWER ADJACENT
SCHEDULE 40 CONDUIT.
DISCONNECT ALONG THE POLE SHALL BE ENCLOSED IN ¾ INCH
NEUTRAL GROUND. CONDUCTORS GOING UP FROM
DOWN CONDUCTOR. THREE MINIMUM #12 CONDUCTORS, LINE,
SHALL BE THE BONDING POINT, CONNECT TO POLE GROUND
INTERRUPTING CAPACITY. DISCONNECT SWITCH LOCATION
10 FEET ABOVE GRADE. BREAKER SHALL HAVE 22,000 AMP
3. OUTDOOR 20 AMP DISCONNECT BREAKER SHALL BE MOUNTED
MOUNTED TRANSFORMERS.
2. LIGHT FIXTURES SHALL BE 120VAC, POWER IS FROM THE POLE
POLES. SEE SPECIFICATIONS.
ROADWAY TYPE III PATTERN. MOUNTED ON MAIN PRIMARY
5700K LIGHT SPECTRUM SHARP CUTOFF LIGHT EMISSION. WITH
1. STREET LIGHT FIXTURES SHALL BE 90 WATT CLASS LED, 4000
O
F
F E
M A -D
R -4
-L
A
SOIL.
SAND OR CLEAN BEDDING IF REQUIRED IN ROCKY OR GRAVEL
4. PROVIDE A SMOOTH TRENCH, REMOVING SHARP ROCKS, USE
THE WATER AND SEWER UTILITIES TO THE MHU.
ELECTRICAL SERVICE STUB-UPS SHALL BE COORDINATED WITH
3. SEE CIVIL PLANS FOR DETAILS LOCATING THE MHUS. THE
LOCATED WITHIN 30 FT. OF BOTH MHU'S.
PARALLEL TO THE STREET. METER/DISCONNECT SHALL BE
2. ORIENT ALL METER BASE/DISCONNECT ASSEMBLIES TO BE
JURISDICTION, (AHJ).
MATERIALS AND CONSTRUCTION WITH THE AUTHORITY HAVING
1. FOLLOW THE 2014 NEC, AND VERIFY ALL ELECTRICAL
TYP.
UGUGUG
1G
2G
LINE
POWER
AERIAL
LINE
POWER
AERIAL
N.T.S.
TYPICAL POWER SERVICE LAYOUT DETAIL
SEE EU101 FOR SITE POWER LAYOUT
SCALE:
FINISHED GRADE
'-0
LIGHT MOUNTING DETAIL
BREAKER
DISCONNECT
G R
A
A N
S F
O R
M E
R S , A
P P
R O
X . 1
-2
' A
B O
M
U N
T B
E L
O W P
R
IM
A R
Y L
IN
E A
(SHIELD GROUND)
10 FT. GROUND ROD
N.T.S.
TRENCHING DETAIL
UNDER-MHU LOCATION
SCALE:
E B
R V
IC
T O
R
IA
E A
S T B
A T
O N R
O U
G E L
O U
IS
IA
N A
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
FOR INFORMATIONAL PURPOSES ONLY
STORM DRAIN STRUCTURE
ANCHOR WITH TWO STAKES
DRIVEN INTO THE GROUND
GUTTER
OPEN THROAT
DATE DESCRIPTION
REVISIONS
BY
F.A.P. STATE PROJECT PARISH SHEET NO.
POINTS A SHOULD BE HIGHER THAN POINT B.
A
SEDIMENT LADEN
RUNOFF
COMPACTED SOIL TO
PREVENT PIPING
FILTERED RUNOFF
BINDING WIRE
OR TWINE
ELEVATION SECTION A-A
A
A
M E
D
IA
N
D R
A
IN
LIMITS OF CONSTRUCTION
BRIDGE
BRIDGE
S T
R E
A M
› MEDIAN DITCH
PLAN SHOWING TYPICAL TEMPORARY EROSION CONTROL
6"
CB-01 (TYP.)
SILT TRAP
SILT FENCE
TOE OF FILL SLOPE
SILT FENCE
TOE OF FILL SLOPE
VARIES
2’ TO 5’
SILT FENCE SILT FENCE
A
HAY BALES
1.5’
(MAX.)
3’ ( M
A X
GEOTEXTILE FABRIC
BURY FABRIC IN 4"X4" TRENCH
SIDE DITCH
B
B
SECTION B-B
FILL
ROADWAY CL
S H
E E T F
L O
W
SH
EET F
LO
W
VARIES
2’ TO 5’
SIDE DITCH
SILT FENCE
GEOTEXTILE FABRIC
(BACKFILL SOIL NOT SHOWN)
BACKFILL SOIL
POST
row of entrenched and anchored bales of straw or hay. The hay bale barrier is also used as a check dam to reduce the velocity in small ditches or swales. The hay bales shall be in accordance with is 2 acres;
3. Only use where the effectiveness is required for less than
3 months;
4. Do not use in live streams or in swales or ditches where there erosion of the swale or ditch. The stone check dam will trap small areas (less than 1 acre) where the storm drain is functional before the area is stabilized. The trap can be either geotextile fabric or hay bales.
2. Wooden stakes supporting the fabric shall be 2" x 2" or spaced around the inlet at a maximum spacing of 3 feet.
The sediment should be removed and make sure each stake is
SECTION C-C
C
C
TEMPORARY SILT FENCE APPLICATION
NOTES:
NOTES:
(FOR CONSTRUCTION DETAILS AND SPECIFICATIONS SEE SHEET 2 OF 2.)
NOTES:
amounts of sediments generated in the ditch itself, however it
1. Use in small open channels which drain 10 acres or less;
2. Do not use in a live stream;
3. Use in a temporary ditch or swale which, because of their short length of service, cannot receive a non-erodible lining;
4. Use in permanent ditches or swales which will not receive a permanent lining for an extended period of time;
5. Use in temporary or permanent ditches or swales which need protection during the establishment of grass linings.
A hay bale barrier is a temporary sediment barrier consisting of a
1. Use where erosion would occur in the form of sheet and rill
2. Use in minor swales or ditches where the maximum drainage area is a possibility of a washout.
erosion;
1. The geotextile fabric shall conform to Section 1019 (Type G)
2" x 4" with a minimum length of 3 feet. The stakes shall be
3. The height of the fabric above the inlet shall be limited to 1.5’ and the bottom of the fabric shall be buried in a trench approximately 4" wide by 4" deep. The fabric shall be stapled to the post with �" staples.
4. The trap should be inspected regularly and after each storm.
firmly in the ground.
3. Use with temporary seeding.
Mulches are the application of mats of material placed on the soil surface to prevent erosion by protecting the soil surface from
1. Use on cut and embankment slopes which have not been completed to plan grade or where the weather or soil conditions will not permit completing them within a reasonable time;
2. Use on cleared , grubbed, and scalped areas where soil erosion is likely to occur;
MULCH
MULCH
MULCH
MULCH
MULCH
MULCH MULCH
should not be used as a sediment trapping device. A few basic design guidelines for the use of Stone Check Dams are:
6. For stone specifications see subsection 711.02(a)(Class 2LB.)
of the LA DOTD Standard Specifications.
The temporary drop inlet silt trap is to be used for small drainage of the LA DOTD Standard Specifications.
ISOMETRIC VIEW SHOWING GEOTEXTILE FABRIC
SECTION THRU TRENCH SHOWING
GEOTEXTILE FABRIC
TEMPORARY INLET SILT TRAP
PLAN SHOWING HAY BALES
MULCHES
guidelines for the use of a Hay Bale Barrier are:
LA DOTD Standard Specifications, Section 204. A few basic design
4"X4" TRENCH
raindrop impact and to reduce the velocity of overland flow. Mulches can be organic or synthetic. Mulches shall be in accordance with subsection 1018.19 of the LA DOTD Standard Specifications. A few guidelines for the use of Mulches are:
DATED
DESIGNED
CHECKED CHECKED
DETAILED
DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT
STATE OF LOUISIANA
JCM
KAJ
January 14, 1994
FILENAME
ec01.dgn
CONTROL DETAILS
STANDARD PLAN NO.
SHEET
OF1 2EC-01
TEMPORARY EROSION
DIR. cadd/dgn/stdplans
Approved By Chief Engineer Date
SEDIMENT CHECK DAM (HAY) SEDIMENT CHECK DAM (HAY)
SEDIMENT CHECK DAM
(STONE)
SEDIMENT CHECK DAM
(STONE)
SEDIMENT CHECK DAM (HAY) SEDIMENT CHECK DAM (HAY) SEDIMENT CHECK DAM
(STONE)
SEDIMENT CHECK DAM
(STONE)
TEMPORARY SEDIMENT CHECK DAM (STONE)
PAY ITEM: 204(05)(B), TEMPORARY SEDIMENT CHECK DAM (STONE)
PAY ITEM: 204(02), TEMPORARY BALED HAY OR STRAW
TEMPORARY SEDIMENT CHECK DAM (HAY)
PAY ITEM: 204(05)(A), TEMPORARY SEDIMENT CHECK DAM (HAY)
(Original Signed By Chief Engineer) (1-14-94)
FOR INFORMATIONAL PURPOSES ONLY
DATE DESCRIPTION
REVISIONS
BY
F.A.P. STATE PROJECT PARISH SHEET NO.
1. SET POSTS AND EXCAVATE A 4" X 4" TRENCH
UPSLOPE ALONG THE LINE OF POSTS.
2. STAPLE WIRE FENCING TO THE POSTS.
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT EXCAVATED SOIL.
4"
3’
FILTER FABRIC
WIRE
Flo w
Flo w
Flo w
Flo w
SECTION D-D
PLAN
75’ (MIN.)CONSTRUCTION PROJECT EXISTING ROADWAY
D
STONE
GEOTEXTILE FABRIC
TEMPORARY STONE CONSTRUCTION ENTRANCE
D
(M
IN
CONSTRUCTION OF TEMPORARY SILT FENCING
6’ (SELF SUPPORTED)
8’ TO 10’ (WIRE SUPPORTED)
EXTENSION OF FABRIC INTO THE TRENCH.
EXTEND DRAIN AS REQUIRED
TO COINCIDE WITH HEIGHT
OF EMBANKMENT
SILT FENCE
LOOSE RIPRAP
(ENERGY DISSIPATOR)
TOE OF FILL
TEMPORARY SLOPE DRAIN
TEMPORARY BERMS
TEMPORARY SLOPE DRAIN
ROADWAY CL
TEMPORARY BERMS
SHOULDER
TEMPORARY SLOPE DRAIN
TOE OF FILL SLOPE
LOOSE RIPRAP
(ENERGY DISSIPATOR)
STAKED STRAW BALES
(OPTIONAL)
SILT FENCE
(OPTIONAL) PLAN
ELEVATION
Silt fencing is a temporary sediment barrier consisting of a filter and detain small amounts of sediment. The silt fencing shall be in
2. Use where the maximum drainage area behind the silt fence is feet;
4. Use where the maximum…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .