McCLOUD Plans_2022.06.28_Amendment 0002.pdf
PDF 11 MB Posted
- Attached to
- McCloud Housing Site Prep Federal contract opportunity
- Solicitation number
- W912EQ-22-B-0003
About this file
This federal contract opportunity solicitation seeks construction services for site preparation work. The McCloud Housing Site Prep project in Lafourche Parish, Louisiana requires furnishing all materials, equipment, labor and supervision to construct approximately 80 manufactured home unit site pads on a temporary community housing site. The work includes building gravel roads, home and parking pads, drainage, potable water and sewer lines, an on-site wastewater treatment plant, electric service, lighting, fencing and other site amenities. The magnitude of construction is estimated between $5 million to $10 million. Responses are due to the U.S. Army Corps of Engineers Memphis District under solicitation number W912EQ-22-B-0003. The NAICS code is 238910 and PSC code is Z1QA. The opportunity is set aside exclusively for small businesses that are Stafford Act eligible.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| C04-Unofficial Abstract of Bids.xlsx | XLSX spreadsheet | |
| Amendment 0003.pdf | ||
| Amendment 0002.pdf | ||
| Amendment 0001.pdf | ||
| Solicitation-W912EQ22B0003...pdf | ||
| McCloud Plans.pdf |
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Text version
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PROPOSED WATER VALVE
PROPOSED SANITARY CLEANOUT
LEGEND
EXISTING POWER POLE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
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PROPOSED GRAVEL PAD
PROPOSED GRAVEL ROADWAY
PROPOSED LIGHT POLE
PROPOSED SITE ELECTRIC METER POLE
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EXISTING OVERHEAD ELECTRIC LINE
EXISTING WATER LINE
PROPOSED SEWER LINE
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PROPOSED OVERHEAD ELECTRIC LINE
PROPOSED CHAINLINK FENCE
PROPOSED UNDERGROUND ELEC LINE
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PROPOSED GRAVEL ROADWAY
ISSUE DATE:
US Army Corps of Engineers ®
SOLICITATION NO.:
CONTRACT NO.:
HUNTINGTON DISTRICT
N/A
JUNE 28 2022
REVISION 1
TEMPORARY HOUSING SITE
McCLOUD SITE, LOCKPORT, LAFOURCHE PARISH, LOUISIANA
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4-10 DETAILS
TAX PARCEL: 0092636300
SITE ADDRESS: 170 McCLOUD RD, LOCKPORT, LA
NEW STREET NAMES AND ADDRESSES NOT PROVIDED AT THE TIME OF THIS
DEVELOPER: FEMA
OWNER: VALENTINE, LLC
JASON RITTER, P.E.
TEMPORARY HOUSING SME
This project was designed by the Huntington District of the U.S. Army Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.
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4.7
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4.5
4.5
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4.3
4.4
4.3
4.3
4.3
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4.2
4.2
4.2
4.2
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4.6
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4.2
4.2
4.2
4.2
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4.1
4.1
4.1
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4.3
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3.6
3.8
3.8
3.9
3.9
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4.0
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3.1
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3.3
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3.4
3.4
3.4
3.6
3.8
3.8
3.9
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3.9
4.0
3.9
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4.0
4.2
4.2
4.3
4.3
3.5
3.8
3.8
3.5
3.8
3.9
3.9
3.9
4.0
3.9
3.9
4.0
4.1
4.2
4.3
3.6
1.9
3.6
3.6
3.8
3.8
3.9
4.0
4.2
3.7
4.1
3.9
5.6
3.8
3.8
5.9
5.8
5.8
5.6
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LCWLCWLCWL
CWL
CWLCW
L
CW
L
CWL
CWL
CWL
CWL
CWL
CWL
C W
L
M C
C
LO
U D
R D
PR
IV
AT
E
R O
AD
EX
IS
TI
N
G R
ES
ID
EN
C
E
EX
IS
TI
N
G R
ES
ID
EN
C
E
GRAVEL SURFACE
D
IR
T / F
AR
M
R O
AD
D
IR
T / F
AR
M
R O
AD
DIRT ROAD
FH
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
UTILITY INFORMATION AND CONTACTS:
1. PUBLIC WATER - LAFOURCHE WATER WORKS DISTRICT NO.1
2. SEWER - NONE
3. POWER - ENTERGY
4. NATURAL GAS - VARIOUS (FOR REFERENCE ONLY, NO CONNECTION REQUIRED)
5. COMMS - VARIOUS (FOR REFERENCE ONLY, NO CONNECTION REQUIRED)
THE LOCATION OF UNDERGROUND UTILITIES AS SHOWN HEREON IS BASED ON VISIBLE ABOVE GROUND STRUCTURES AND RECORD DRAWINGS PROVIDED THE SURVEYOR AND IS NOT ALL INCLUSIVE OF UTILITIES LOCATED ON SITE. LOCATIONS OF UNDERGROUND UTILITY LINES AND STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITY LINES AND STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES AND STRUCTURES.
CONTACT LA 811 PRIOR TO ANY EXCAVATION.
CONTACT UTILITIES DIRECTLY IF NECESSARY TO DETERMINE LOCATIONS OF EXISTING UTILITIES AND SPECIFIC REQUIREMENTS.
AN
SI
D
XX
XX
XX
-X
X- X-
XX
XX
JU
N
E
H U
N
TI
N G
TO
N
, W V
8T
H S
TR
EE
T H
U N
TI
N
G
TO
N D
IS
TR
IC
T
D R
-4
1-
LA
L
AF
O U
R C
H E
P
AR
IS
H
, L O
U
IS
IA
N
A M cC
LO
U D
S
IT
E, L
O C
KP
O
R T
TE
M
PO
R
AR
Y
H O
U
SI
N G
S
IT
E
EX
IS
TI
N
G C
O N
D
IT
IO
N
S
S.
J
O H
N
SO
N
S.
C
AL
D
W
EL
L
D . B
AR
BO
U R
J.
R
IT
TE
R
N
S E
W
NEW RESIDENTIAL
DEVELOPMENT
SCHOOL SITE
PARISH MAINTAINED
DRAINAGE DITCH
ASPHALT SURFACE
FH
CPCPCPCP
CPCPCPCP
FH
FH
W S
CB
W
W
W
W
W
W
W
W
OE
O E
O E
O E
O E
O E
O E
O E
O E
PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL
PL
PL
PL
PL
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL PL PL PL PL PL PL
O E
O E
O E
OE
OE
O E
O E
O E
O E
O E
O E
W
TR
6.2
6.4
6.2
4.5
6.5
4.0
4.4
4.8
4.6
6.4
3.6
3.6
3.7
4.1
4.7
4.9
5.2
5.7
5.8
5.7
5.6
5.4
5.3
3.9
4.8
4.0
4.2
4.4
4.6
6.4
3.6
3.7
3.8
3.9
4.1
4.3
4.3
4.3
4.6
4.6
4.7
5.0
5.2
5.0
5.0
4.9
4.8
4.8
4.8
4.8
4.7
4.6
5.7
6.0
5.7
5.5
4.3
4.1
4.0
4.7
4.5
4.3
4.5
4.8
6.6
3.7
3.8
4.0
4.1
4.2
4.4
4.4
4.5
4.6
4.7
4.8
4.9
5.1
5.2
5.1
5.1
5.0
4.9
4.9
4.8
4.8
4.8
4.6
4.7
4.7
4.6
4.6
4.6
4.6
4.6
4.5
4.5
4.5
4.4
6.3
3.8
4.0
4.0
4.2
4.3
4.3
4.4
4.5
4.6
4.7
4.8
5.0
5.1
5.2
5.2
5.1
5.0
5.1
5.0
4.9
4.9
4.8
4.8
4.7
4.7
4.6
4.6
4.5
4.5
4.4
4.4
4.3
4.3
4.1
6.1
3.9
3.9
4.1
4.0
4.3
4.4
4.5
4.6
4.8
4.8
4.9
5.1
5.1
5.1
5.1
5.1
4.9
5.0
4.9
5.0
4.9
4.8
4.8
4.7
4.7
4.6
4.5
4.6
4.6
4.5
4.4
4.4
4.3
4.2
5.9
3.8
3.8
4.2
4.4
4.5
4.6
4.7
4.7
4.8
4.9
5.2
4.9
5.0
5.1
5.1
5.0
4.9
5.0
4.8
4.8
4.7
4.7
4.7
4.7
4.6
4.6
4.5
4.5
4.5
4.4
4.4
4.2
4.4
6.2
1.7
4.3
4.4
4.5
4.6
4.7
4.8
4.9
5.2
5.1
5.0
5.0
5.0
5.0
5.0
4.9
4.8
4.7
4.7
4.6
4.6
4.5
4.6
4.4
4.3
4.4
4.4
4.3
4.3
4.2
4.4
6.2
4.3
4.4
4.5
4.7
4.8
4.9
5.0
5.2
5.0
5.1
5.0
5.0
5.0
4.9
4.9
4.8
4.8
4.7
4.7
4.5
4.5
4.5
4.3
4.5
4.3
4.4
4.3
4.3
4.3
4.3
6.0
4.7
4.5
4.7
4.8
4.8
5.0
5.2
5.0
5.0
4.9
4.9
4.9
4.8
4.8
4.8
4.7
4.6
4.7
4.5
4.6
4.5
4.5
4.4
4.4
4.3
4.4
4.3
4.2
4.2
5.9
4.8
4.8
4.8
5.0
5.1
5.1
4.9
4.8
4.9
4.9
4.8
4.8
4.7
4.8
4.7
4.6
4.6
4.6
4.5
4.4
4.4
4.3
4.3
4.2
4.1
4.1
4.1
4.0
5.6
2.3
4.6
4.8
4.8
4.8
5.0
5.0
4.8
4.8
4.7
4.6
4.6
4.6
4.6
4.5
4.5
4.5
4.4
4.4
4.4
4.4
4.2
4.2
4.2
4.2
4.2
4.1
3.8
5.6
5.3
4.8
5.0
5.2
5.0
5.0
4.9
4.8
4.8
4.8
4.7
4.6
4.6
4.5
4.5
4.5
4.4
4.4
4.3
4.3
4.2
4.2
4.1
4.1
4.0
4.0
3.7
5.6
5.1
4.7
5.1
4.9
5.0
4.9
4.7
4.5
4.5
4.4
4.4
4.4
4.5
4.4
4.3
4.3
4.4
4.3
4.2
4.2
4.2
4.1
4.1
4.1
4.0
3.0
5.9
4.6
4.4
4.3
4.3
4.3
4.3
4.2
4.4
4.4
4.0
4.4
4.2
4.3
4.2
4.2
3.9
3.9
3.9
4.0
4.0
3.9
3.8
3.7
3.7
4.5
6.0
3.0
4.7
4.4
4.5
4.4
4.3
4.5
4.2
4.6
4.4
4.3
4.4
4.2
4.2
4.1
4.1
4.0
4.0
3.9
4.0
4.0
3.9
3.7
3.8
2.9
6.1
4.7
4.6
4.2
4.2
4.1
4.4
4.5
4.5
4.2
4.3
4.2
4.2
4.1
4.2
4.2
4.0
4.0
3.9
3.8
3.9
3.8
3.3
6.2
4.7
4.2
4.4
4.4
4.2
4.5
4.4
4.4
4.4
4.3
4.2
4.2
4.2
4.1
4.2
4.1
4.0
3.9
4.0
3.9
3.5
6.3
4.7
4.4
4.3
4.3
4.3
4.1
4.1
4.5
4.3
4.4
4.2
4.2
4.3
4.2
4.2
4.0
4.1
4.1
3.9
4.0
4.0
3.6
6.2
3.4
4.4
4.4
4.3
4.2
4.2
4.5
4.1
4.5
4.1
4.5
4.4
4.4
4.3
4.3
4.2
4.1
4.1
4.1
4.0
3.9
3.8
6.2
4.7
4.3
4.2
4.3
4.3
4.2
4.1
4.0
4.0
4.4
4.3
4.1
4.3
4.2
4.2
4.2
4.1
4.1
4.0
4.0
3.8
6.3
3.7
5.0
4.4
4.4
4.1
4.3
4.4
4.2
4.7
4.4
4.4
4.5
4.4
4.4
4.4
4.2
4.2
4.1
4.1
4.0
4.0
3.7
6.4
5.0
5.0
4.8
4.5
4.4
4.4
4.4
4.5
4.4
4.3
4.7
4.4
4.3
4.3
4.4
4.3
4.3
4.2
4.2
4.2
4.2
4.0
3.8
6.3
5.1
4.9
5.0
4.5
4.6
4.5
4.6
4.5
4.4
4.3
4.6
4.3
4.7
4.6
4.5
4.5
4.3
4.2
4.4
4.4
4.2
4.1
4.0
3.8
2.4
4.9
4.8
4.7
4.9
4.7
4.9
4.6
4.6
4.9
4.4
4.6
4.4
4.3
4.7
4.6
4.4
4.5
4.5
4.2
4.2
4.1
4.2
4.2
4.2
3.9
4.4
4.7
4.7
5.0
4.9
4.7
4.7
4.9
4.5
4.7
4.5
4.6
4.7
4.7
4.6
4.6
4.5
4.5
4.4
4.4
4.3
4.3
4.2
4.2
4.0
4.5
4.6
4.9
4.9
4.7
4.7
4.7
4.6
4.8
4.6
4.7
4.7
4.7
4.6
4.6
4.6
4.6
4.5
4.5
4.5
4.4
4.2
4.3
4.1
4.5
5.0
4.8
4.7
5.2
5.0
4.9
4.7
5.0
5.0
4.9
4.8
4.8
4.7
4.6
4.4
4.5
4.5
4.3
4.5
4.3
4.2
4.1
5.0
5.1
4.9
4.8
4.9
5.0
5.0
5.0
5.0
5.0
4.8
4.7
4.7
4.7
4.6
4.6
4.5
4.5
4.4
4.4
4.3
4.3
4.9
5.3
5.2
5.2
4.9
5.1
5.0
4.9
4.9
4.8
4.8
4.8
4.6
4.7
4.7
4.6
4.6
4.5
4.6
4.3
4.2
4.8
5.1
5.1
5.1
5.3
5.0
5.0
4.9
4.9
4.9
4.8
4.7
4.7
4.6
4.5
4.6
4.6
4.5
4.4
4.5
4.3
4.4
4.6
4.7
4.8
4.8
4.9
4.8
4.7
4.7
4.6
4.5
4.7
4.6
4.6
4.8
4.6
4.6
4.5
4.6
4.5
4.3
4.3
4.3
4.4
4.4
4.4
4.5
4.5
4.5
4.6
4.5
4.4
4.4
4.6
4.7
4.7
4.7
4.6
4.4
5.1
4.3
4.4
4.4
4.5
4.4
4.5
4.6
4.5
4.5
4.5
4.3
4.3
4.3
4.4
4.5
4.5
4.5
4.5
4.6
4.7
6.7
4.1
4.2
4.3
4.2
4.2
4.3
4.4
4.5
4.5
4.5
4.2
4.2
4.3
4.3
4.4
4.4
4.4
4.5
4.5
4.5
5.9
3.8
4.0
4.1
4.3
4.2
4.3
4.3
4.4
4.4
4.4
4.3
4.1
4.2
4.3
4.3
4.3
4.4
4.5
4.5
4.5
4.5
4.8
3.8
4.0
4.1
4.1
4.1
4.1
4.2
4.3
4.2
4.3
4.3
3.9
4.1
4.1
4.2
4.2
4.3
4.3
4.4
4.4
4.5
4.6
3.8
3.9
4.0
4.1
4.2
4.1
4.2
4.2
4.2
4.2
4.2
4.0
4.1
4.1
4.1
4.1
4.1
4.3
4.3
4.4
4.5
4.5
6.2
3.6
3.8
3.8
3.9
3.9
4.0
4.2
4.2
4.2
4.1
4.1
3.8
4.0
4.0
4.1
4.2
4.1
4.3
4.2
4.4
4.4
4.4
4.5
3.5
3.7
3.7
3.7
3.8
3.9
3.8
3.9
4.0
4.0
4.1
3.8
3.8
3.8
3.9
4.0
4.1
4.2
4.1
4.3
4.3
4.4
4.4
6.0
2.8
3.4
3.5
3.6
3.6
3.7
3.8
3.8
3.8
3.9
3.9
4.1
3.7
3.7
3.7
3.8
4.0
4.0
4.1
4.2
4.2
4.2
4.3
4.2
4.5
3.4
3.1
3.3
3.5
3.5
3.6
3.7
3.6
3.7
3.8
3.8
3.9
4.0
3.7
3.9
3.8
3.8
3.9
3.9
3.9
4.0
4.1
4.2
4.2
4.3
4.3
4.5
3.4
2.8
3.3
3.4
3.5
3.5
3.5
3.6
3.7
3.7
3.8
3.7
3.6
3.8
3.8
3.9
3.9
3.9
3.8
4.0
4.0
4.1
4.2
4.1
4.3
4.3
4.3
3.5
2.9
3.1
3.3
3.3
3.4
3.5
3.6
3.7
3.7
3.9
3.9
3.8
3.7
3.9
3.9
4.0
4.0
3.8
3.9
4.0
4.2
4.1
4.2
4.2
4.2
4.4
3.5
2.5
3.0
3.2
3.3
3.3
3.4
3.4
3.4
3.5
3.7
3.6
3.7
3.6
3.7
3.8
3.7
3.9
4.0
3.9
4.0
4.1
4.2
4.1
4.2
4.1
4.1
3.5
2.3
3.1
3.2
3.2
3.3
3.3
3.4
3.4
3.4
3.5
3.6
3.6
3.7
3.8
3.9
3.9
3.9
3.9
4.0
4.1
4.0
4.0
4.2
4.3
4.3
4.4
3.5
3.1
3.3
3.3
3.2
3.3
3.3
3.4
3.4
3.4
3.4
3.4
3.6
3.8
3.8
3.9
4.1
3.9
4.0
3.9
4.1
4.0
4.2
4.2
4.3
4.3
3.5
3.8
3.8
3.5
3.8
3.9
3.9
3.9
4.0
3.9
3.9
4.0
4.1
4.2
4.3
3.6
1.9
3.6
3.6
3.8
3.8
3.9
4.0
4.2
3.7
4.1
3.9
5.6
3.8
3.8
5.9
5.8
5.8
5.6
4.9
4.7
C W
L C
W L
C W
L C
W L
C W
L C
W L
C W
L C
W L
C W
L C
W L
CWL CWL CWL CWL CWL CWL CWL CWL
C W
L C
W L
CWL CWL CWL CWL
C W
L C
W L
C W
L
CWL
C W
L C
W L
C W
L
CWL
C W
L C
W L
C W
L
CWL
CW
LCWLCWLCWL
CWL
CWLCW
L
CW
L
CWL
CWL
CWL
CWL
CWL
CWL
C W
L
M C
C
LO
U D
R D
PR
IV
AT
E
R O
AD
EX
IS
TI
N
G R
ES
ID
EN
C
E
EX
IS
TI
N
G R
ES
ID
EN
C
E
GRAVEL SURFACE
X X
D
IR
T / F
AR
M
R O
AD
D
IR
T / F
AR
M
R O
AD
DIRT ROAD
SHALLOW DRAINAGE DITCH / SWALE
REFER TO DETAILS (TYP./ALL)
APPROXIMATE HIGH POINT / DRAINAGE DIVIDE
FIELD ADJUST AS REQUIRED (TYP./ALL)
18" CMP/HDPE CULVERT
EXCAVATE AS REQ'D.
TO PROVIDE 1'-0" COVER
ABOVE CULVERT (TYP./ALL)
X
CP
CP
FH
DOUBLE 24" CMP/HDPE CULVERT
EXCAVATE AS REQ'D.
TO PROVIDE 1'-0" COVER
ABOVE CULVERT (TYP./ALL)
TRIPLE 24" CMP/HDPE CULVERT
EXCAVATE AS REQ'D.
TO PROVIDE 1'-0" COVER
ABOVE CULVERT (TYP./ALL)
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
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SU
BM
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D
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AC
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B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
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F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AN
SI
D
XX
XX
XX
-X
X- X-
XX
XX
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H U
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, W V
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TR
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IS
TR
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W
Feet 0 100 200
TOTAL SITE: 67.90 ACRES
EXISTING COVER: BARE/FALLOW
FIELD
PROPOSED COVER
STONE: 18.12 ACRES
GRASS: 26.98 ACRES
CONCRETE: 0.11 ACRES
UNDISTURBED: 22.69 ACRES
D
IR
T / F
AR
M
R O
AD
D
IR
T / F
AR
M
R O
AD
DIRT ROAD
MHU LOT LINE
MHU LOT LINE
PR
IM
AR
Y
PO
W
ER
SE
C
O N
D
AR
Y
PO
W
ER
5.0'
2.5'
5.0'
2.0' TOP OF DITCH
FINISH GRADE (NO DITCH)
2.0' TOP OF DITCH
FINISH GRADE (DITCH)
12" MIN.
WATER SERVICE LINE
SEWER SERVICE LINE
SEWER MAIN
WATER MAIN
1. WATER / SEWER AND PRIMARY / SECONDARY
POLES MAY BE MIRRORED, REFER TO PLANS.
2.5'
TYPICAL UTILITY CORRIDOR
N.T.S.
5.0'
MIN.
THE EXISTING SITE IS AN AGRICULTURAL FIELD. ADJUST AS REQUIRED BASED ON ACTUAL GRADE AFTER COMPACTION TO MAINTAIN
POSITIVE DRAINAGE TO PERIMETER DITCHES
DO NOT ALTER GRADES IN SUCH A MANNER AS TO INCREASE CATCHMENT AREA OF EXISTING DISCHARGES TO OFFSITE AREAS.
DO NOT ALTER GRADES IN SUCH A MANNER TO CREATE PONDING AREAS ON ADJACENT PROPERTIES.
EARTHWORK
UNLESS OTHERWISE SHOWN REMOVE VEGETATION TO GRADE LEVEL. WHERE PRESENT, REMOVE CROP RESIDUE WITH DOZER MOUNTED OR ROTARY ROOT RAKE OR SIMILAR EQUIPMENT. ROUGH GRADE SITE/REMOVE PLANTING ROWS. REMOVE LARGE AMOUNTS OF ORGANICS OR REMAINING CROP RESIDUES WHICH ACCUMULATE AS A RESULT OF GRADING ACTIVITIES. AFTER REMOVAL OF PLANTING ROWS ROLLER COMPACT THE
ENTIRE SITE WITH A SHEEP'S FOOT, VIBRATORY DRUM ROLLER.
CUT GRADE AS REQUIRED IN AREAS TO RECEIVE STONE. DEPTH OF CUT AS REQUIRED TO SET STONE TOP ELEVATION TO SUCH THAT POSITIVE DRAINAGE ACROSS SITE CAN BE MAINTAINED AND ALLOW SMOOTH
TRANSITION FROM OTHER TRAVEL AREAS.
PROOF ROLL ALL SUBGRADES (BELOW STONE) WITH LOADED DUMP TRUCK IN PRESENCE OF USACE ONSITE QA INSPECTOR PRIOR TO PLACEMENT OF GEOTEXTILE SEPARATION FABRIC AND GEOGRID.
OVER EXCAVATE SOFT, YIELDING AREAS AND REPLACE WITH SUITABLE MATERIALS. ALTERNATE STABILIZATION METHODS SUBJECT TO COR APPROVAL.
SURFACE AND GROUND WATER CONTROL IS THE CONTRACTOR'S RESPONSIBILITY. AS SUCH,
TEMPORARY GRADING, DIVERSION DITCHES, AND DEWATERING EQUIPMENT MAY BE REQUIRED.
ANY SATURATED OR OTHERWISE DAMAGED PREPARED SUBGRADE WILL BE REMOVED AND
REPLACED WITH SUITABLE FILL MATERIALS AT NO ADDITIONAL COST TO THE GOVERNMENT.
REFER TO SPECIFICATIONS FOR ADDITIONAL EARTHWORK REQUIREMENTS.
AutoCAD SHX Text W
AutoCAD SHX Text S
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
TYP. MHU & UFAS LOT LAYOUT
(UTILITY CONNECTION PATHS MAY VARY)
OPTIONAL LAYOUTS SHOWN
DUMPSTER PAD
S
A STREET
BSTREET
C STREET
MAILBOX UNITS
FH
CPCPCPCP
CPCPCPCP
FH
FH
W S
CB
W
W
W
W
W
W
W
W
OE
O E
O E
O E
O E
O E
O E
O E
O E
B40 B39 B38 B37 B36
A1 A5A4A3A2
B35 B34 B33 B32
A6 A9A8A7
B31 B30 B29 B28 B27
A14A13A12A11A10
B26 B25 B24 B23 B22 B21
A15 A20A19A18A17A16
C1 C2 C3 C4 C5
B1 B5B4B3B2
C6 C7 C8 C9
B6 B9B8B7
C10 C11 C12 C13 C14
B14B13B12B11B10
C15 C16 C17 C18 C19 C20
B15 B20B19B18B17B16
PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL
PL
PL
PL
PL
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL PL PL PL PL PL PL
O E
O E
O E
OE
OE
O E
O E
O E
O E
O E
O E
SS SS SS SS SS SS SS SS SS
OH/E OH/E OH/E OH/E OH/E OH/E
O H
/E O
H /E
O H
/E
O H
/E
O H
/E
SS SS SS SS SS SS SS SS SS
OH/E OH/E OH/E OH/E OH/E OH/E
SS
SS
SS
SS
W
TR
S S
CO
CO
O H
/E
O H
/E
O H
/E
O H
/E
O H
/E O
H /E
O H
/E
6.2
6.4
6.2
4.5
6.5
4.0
4.4
4.8
4.6
6.4
3.6
3.6
3.7
4.1
4.7
4.9
5.2
5.7
5.8
5.7
5.6
5.4
5.3
3.9
4.8
4.0
4.2
4.4
4.6
6.4
3.6
3.7
3.8
3.9
4.1
4.3
4.3
4.3
4.6
4.6
4.7
5.0
5.2
5.0
5.0
4.9
4.8
4.8
4.8
4.8
4.7
4.6
5.7
6.0
5.7
5.5
4.3
4.1
4.0
4.7
4.5
4.3
4.5
4.8
6.6
3.7
3.8
4.0
4.1
4.2
4.4
4.4
4.5
4.6
4.7
4.8
4.9
5.1
5.2
5.1
5.1
5.0
4.9
4.9
4.8
4.8
4.8
4.6
4.7
4.7
4.6
4.6
4.6
4.6
4.6
4.5
4.5
4.5
4.4
6.3
3.8
4.0
4.0
4.2
4.3
4.3
4.4
4.5
4.6
4.7
4.8
5.0
5.1
5.2
5.2
5.1
5.0
5.1
5.0
4.9
4.9
4.8
4.8
4.7
4.7
4.6
4.6
4.5
4.5
4.4
4.4
4.3
4.3
4.1
6.1
3.9
3.9
4.1
4.0
4.3
4.4
4.5
4.6
4.8
4.8
4.9
5.1
5.1
5.1
5.1
5.1
4.9
5.0
4.9
5.0
4.9
4.8
4.8
4.7
4.7
4.6
4.5
4.6
4.6
4.5
4.4
4.4
4.3
4.2
5.9
3.8
3.8
4.2
4.4
4.5
4.6
4.7
4.7
4.8
4.9
5.2
4.9
5.0
5.1
5.1
5.0
4.9
5.0
4.8
4.8
4.7
4.7
4.7
4.7
4.6
4.6
4.5
4.5
4.5
4.4
4.4
4.2
4.4
6.2
1.7
4.3
4.4
4.5
4.6
4.7
4.8
4.9
5.2
5.1
5.0
5.0
5.0
5.0
5.0
4.9
4.8
4.7
4.7
4.6
4.6
4.5
4.6
4.4
4.3
4.4
4.4
4.3
4.3
4.2
4.4
6.2
4.3
4.4
4.5
4.7
4.8
4.9
5.0
5.2
5.0
5.1
5.0
5.0
5.0
4.9
4.9
4.8
4.8
4.7
4.7
4.5
4.5
4.5
4.3
4.5
4.3
4.4
4.3
4.3
4.3
4.3
6.0
4.7
4.5
4.7
4.8
4.8
5.0
5.2
5.0
5.0
4.9
4.9
4.9
4.8
4.8
4.8
4.7
4.6
4.7
4.5
4.6
4.5
4.5
4.4
4.4
4.3
4.4
4.3
4.2
4.2
5.9
4.8
4.8
4.8
5.0
5.1
5.1
4.9
4.8
4.9
4.9
4.8
4.8
4.7
4.8
4.7
4.6
4.6
4.6
4.5
4.4
4.4
4.3
4.3
4.2
4.1
4.1
4.1
4.0
5.6
2.3
4.6
4.8
4.8
4.8
5.0
5.0
4.8
4.8
4.7
4.6
4.6
4.6
4.6
4.5
4.5
4.5
4.4
4.4
4.4
4.4
4.2
4.2
4.2
4.2
4.2
4.1
3.8
5.6
5.3
4.8
5.0
5.2
5.0
5.0
4.9
4.8
4.8
4.8
4.7
4.6
4.6
4.5
4.5
4.5
4.4
4.4
4.3
4.3
4.2
4.2
4.1
4.1
4.0
4.0
3.7
5.6
5.1
4.7
5.1
4.9
5.0
4.9
4.7
4.5
4.5
4.4
4.4
4.4
4.5
4.4
4.3
4.3
4.4
4.3
4.2
4.2
4.2
4.1
4.1
4.1
4.0
3.0
5.9
4.6
4.4
4.3
4.3
4.3
4.3
4.2
4.4
4.4
4.0
4.4
4.2
4.3
4.2
4.2
3.9
3.9
3.9
4.0
4.0
3.9
3.8
3.7
3.7
4.5
6.0
3.0
4.7
4.4
4.5
4.4
4.3
4.5
4.2
4.6
4.4
4.3
4.4
4.2
4.2
4.1
4.1
4.0
4.0
3.9
4.0
4.0
3.9
3.7
3.8
2.9
6.1
4.7
4.6
4.2
4.2
4.1
4.4
4.5
4.5
4.2
4.3
4.2
4.2
4.1
4.2
4.2
4.0
4.0
3.9
3.8
3.9
3.8
3.3
6.2
4.7
4.2
4.4
4.4
4.2
4.5
4.4
4.4
4.4
4.3
4.2
4.2
4.2
4.1
4.2
4.1
4.0
3.9
4.0
3.9
3.5
6.3
4.7
4.4
4.3
4.3
4.3
4.1
4.1
4.5
4.3
4.4
4.2
4.2
4.3
4.2
4.2
4.0
4.1
4.1
3.9
4.0
4.0
3.6
6.2
3.4
4.4
4.4
4.3
4.2
4.2
4.5
4.1
4.5
4.1
4.5
4.4
4.4
4.3
4.3
4.2
4.1
4.1
4.1
4.0
3.9
3.8
6.2
4.7
4.3
4.2
4.3
4.3
4.2
4.1
4.0
4.0
4.4
4.3
4.1
4.3
4.2
4.2
4.2
4.1
4.1
4.0
4.0
3.8
6.3
3.7
5.0
4.4
4.4
4.1
4.3
4.4
4.2
4.7
4.4
4.4
4.5
4.4
4.4
4.4
4.2
4.2
4.1
4.1
4.0
4.0
3.7
6.4
5.0
5.0
4.8
4.5
4.4
4.4
4.4
4.5
4.4
4.3
4.7
4.4
4.3
4.3
4.4
4.3
4.3
4.2
4.2
4.2
4.2
4.0
3.8
6.3
5.1
4.9
5.0
4.5
4.6
4.5
4.6
4.5
4.4
4.3
4.6
4.3
4.7
4.6
4.5
4.5
4.3
4.2
4.4
4.4
4.2
4.1
4.0
3.8
2.4
4.9
4.8
4.7
4.9
4.7
4.9
4.6
4.6
4.9
4.4
4.6
4.4
4.3
4.7
4.6
4.4
4.5
4.5
4.2
4.2
4.1
4.2
4.2
4.2
3.9
4.4
4.7
4.7
5.0
4.9
4.7
4.7
4.9
4.5
4.7
4.5
4.6
4.7
4.7
4.6
4.6
4.5
4.5
4.4
4.4
4.3
4.3
4.2
4.2
4.0
4.5
4.6
4.9
4.9
4.7
4.7
4.7
4.6
4.8
4.6
4.7
4.7
4.7
4.6
4.6
4.6
4.6
4.5
4.5
4.5
4.4
4.2
4.3
4.1
4.5
5.0
4.8
4.7
5.2
5.0
4.9
4.7
5.0
5.0
4.9
4.8
4.8
4.7
4.6
4.4
4.5
4.5
4.3
4.5
4.3
4.2
4.1
5.0
5.1
4.9
4.8
4.9
5.0
5.0
5.0
5.0
5.0
4.8
4.7
4.7
4.7
4.6
4.6
4.5
4.5
4.4
4.4
4.3
4.3
4.9
5.3
5.2
5.2
4.9
5.1
5.0
4.9
4.9
4.8
4.8
4.8
4.6
4.7
4.7
4.6
4.6
4.5
4.6
4.3
4.2
4.8
5.1
5.1
5.1
5.3
5.0
5.0
4.9
4.9
4.9
4.8
4.7
4.7
4.6
4.5
4.6
4.6
4.5
4.4
4.5
4.3
4.4
4.6
4.7
4.8
4.8
4.9
4.8
4.7
4.7
4.6
4.5
4.7
4.6
4.6
4.8
4.6
4.6
4.5
4.6
4.5
4.3
4.3
4.3
4.4
4.4
4.4
4.5
4.5
4.5
4.6
4.5
4.4
4.4
4.6
4.7
4.7
4.7
4.6
4.4
5.1
4.3
4.4
4.4
4.5
4.4
4.5
4.6
4.5
4.5
4.5
4.3
4.3
4.3
4.4
4.5
4.5
4.5
4.5
4.6
4.7
6.7
4.1
4.2
4.3
4.2
4.2
4.3
4.4
4.5
4.5
4.5
4.2
4.2
4.3
4.3
4.4
4.4
4.4
4.5
4.5
4.5
5.9
3.8
4.0
4.1
4.3
4.2
4.3
4.3
4.4
4.4
4.4
4.3
4.1
4.2
4.3
4.3
4.3
4.4
4.5
4.5
4.5
4.5
4.8
3.8
4.0
4.1
4.1
4.1
4.1
4.2
4.3
4.2
4.3
4.3
3.9
4.1
4.1
4.2
4.2
4.3
4.3
4.4
4.4
4.5
4.6
3.8
3.9
4.0
4.1
4.2
4.1
4.2
4.2
4.2
4.2
4.2
4.0
4.1
4.1
4.1
4.1
4.1
4.3
4.3
4.4
4.5
4.5
6.2
3.6
3.8
3.8
3.9
3.9
4.0
4.2
4.2
4.2
4.1
4.1
3.8
4.0
4.0
4.1
4.2
4.1
4.3
4.2
4.4
4.4
4.4
4.5
3.5
3.7
3.7
3.7
3.8
3.9
3.8
3.9
4.0
4.0
4.1
3.8
3.8
3.8
3.9
4.0
4.1
4.2
4.1
4.3
4.3
4.4
4.4
6.0
2.8
3.4
3.5
3.6
3.6
3.7
3.8
3.8
3.8
3.9
3.9
4.1
3.7
3.7
3.7
3.8
4.0
4.0
4.1
4.2
4.2
4.2
4.3
4.2
4.5
3.4
3.1
3.3
3.5
3.5
3.6
3.7
3.6
3.7
3.8
3.8
3.9
4.0
3.7
3.9
3.8
3.8
3.9
3.9
3.9
4.0
4.1
4.2
4.2
4.3
4.3
4.5
3.4
2.8
3.3
3.4
3.5
3.5
3.5
3.6
3.7
3.7
3.8
3.7
3.6
3.8
3.8
3.9
3.9
3.9
3.8
4.0
4.0
4.1
4.2
4.1
4.3
4.3
4.3
3.5
2.9
3.1
3.3
3.3
3.4
3.5
3.6
3.7
3.7
3.9
3.9
3.8
3.7
3.9
3.9
4.0
4.0
3.8
3.9
4.0
4.2
4.1
4.2
4.2
4.2
4.4
3.5
2.5
3.0
3.2
3.3
3.3
3.4
3.4
3.4
3.5
3.7
3.6
3.7
3.6
3.7
3.8
3.7
3.9
4.0
3.9
4.0
4.1
4.2
4.1
4.2
4.1
4.1
3.5
2.3
3.1
3.2
3.2
3.3
3.3
3.4
3.4
3.4
3.5
3.6
3.6
3.7
3.8
3.9
3.9
3.9
3.9
4.0
4.1
4.0
4.0
4.2
4.3
4.3
4.4
3.5
3.1
3.3
3.3
3.2
3.3
3.3
3.4
3.4
3.4
3.4
3.4
3.6
3.8
3.8
3.9
4.1
3.9
4.0
3.9
4.1
4.0
4.2
4.2
4.3
4.3
3.5
3.8
3.8
3.5
3.8
3.9
3.9
3.9
4.0
3.9
3.9
4.0
4.1
4.2
4.3
3.6
1.9
3.6
3.6
3.8
3.8
3.9
4.0
4.2
3.7
4.1
3.9
5.6
3.8
3.8
5.9
5.8
5.8
5.6
4.9
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O H
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O H
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O H
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O H
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O H
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O H
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PET WASTE STATION
PET WASTE STATION
D STREET
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C W
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CWL CWL CWL CWL
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C W
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W L
C W
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C W
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20' DOUBLE SWING GATE
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LAFOURCHE PARISH
W W
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W W W W W W o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o
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Feet 0 100 200
ALL ROADS ARE 30' WIDE, EXCEPT FOR
THE MIDDLE ROAD BETWEEN STREETS A
AND C THAT IS 24' WIDE
ALL ROAD RADII ARE 25'
GRAVEL ROAD (TYP)
AutoCAD SHX Text H
AutoCAD SHX Text Y
D
OPTIONAL LAYOUTS SHOWN
DUMPSTER PAD
S
A STREET
BSTREET
C STREET
MAILBOX UNITS
FH
CPCPCPCP
CPCPCPCP
FH
FH
W S
CB
W
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O E
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O E
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B40 B39 B38 B37 B36
A1 A5A4A3A2
B35 B34 B33 B32
A6 A9A8A7
B31 B30 B29 B28 B27
A14A13A12A11A10
B26 B25 B24 B23 B22 B21
A15 A20A19A18A17A16
C1 C2 C3 C4 C5
B1 B5B4B3B2
C6 C7 C8 C9
B6 B9B8B7
C10 C11 C12 C13 C14
B14B13B12B11B10
C15 C16 C17 C18 C19 C20
B15 B20B19B18B17B16
PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL
PL
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PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
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PL PL PL PL PL PL PL
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OE
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SS SS SS SS SS SS SS SS SS
OH/E OH/E OH/E OH/E OH/E OH/E
O H
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O H
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O H
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SS SS SS SS SS SS SS SS SS
OH/E OH/E OH/E OH/E OH/E OH/E
SS
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SS
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O H
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O H
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O H
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O H
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O H
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O H
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PET WASTE STATION
PET WASTE STATION
D STREET
W
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T R
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M
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D
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C W
L C
W L
C W
L C
W L
C W
L C
W L
C W
L C
W L
C W
L C
W L
CWL CWL CWL CWL CWL CWL CWL CWL
C W
L C
W L
CWL CWL CWL CWL
C W
L C
W L
C W
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CWL
C W
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C W
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C W
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C W
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20' DOUBLE SWING GATE
COORDINATE
INSTALLATION WITH
LAFOURCHE PARISH
6" PVC
W W
W
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W W
W
W W W W W W
INSTALL DOUBLE CHECK VALVE
ASSEMBLY AND TRANSITION
TO 6" PVC AS CLOSE TO METER
ASSEMBLY AS POSSIBLE
FIELD ADJUST LOCATION OF CONNECTION
WITH WATER COMPANY AND LAND OWNER.
6" TAPPING SLEEVE
AND 3" METER
ASSEMBLY BY UTILITY
o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o
20' DOUBLE GATE
WWTP PANEL BOARD
AND LIGHT POLE
YARD HYDRANT
WATER HOSE
3 / 4" RPZ
3 / 4" SERVICE LINE
PET WASTE STATION
EX
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D
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FM
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FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
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O H
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WATER MAIN
3/4" WATER
MAIN SEWER LINE
4" SEWER LINE
1" WATER
SELF CONTAINED FIRE
SUPPRESSION SYSTEM PUMP &
TANK ENCLOSURE (TPS)
APPROXIMATE LOCATION SHOWN
(TO BE DONE BY OTHERS, NOT PART
OF THIS CONTRACT)
3/4" WATER
SS SS SS
BUS STOP
20' DOUBLE SWING GATE
20' DOUBLE SWING GATE
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2" GATE VALVE
2" PVC
6" GATE VALVE
2" GATE VALVE
6" PVC
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Feet 0 100 200
WATER NOTES:
FITTINGS, WHERE NOTED, ARE FOR THE CONTRACTORS CONVENIENCE. THE
CONTRACTOR MAY UTILIZE ALTERNATE CONFIGURATIONS, PROVIDED OVERALL SYSTEM
FUNCTIONALITY IS NOT COMPROMISED AND SUBJECT TO REQUIREMENTS AND
LIMITATIONS OF THE SPECIFICATIONS.
WATER MAIN PIPE MAY NOT BE GREEN OR PURPLE IN COLOR.
WATER PIPE SIZES SHOWN ARE MINIMUM INSIDE DIAMETER REQUIRED TO PROVIDE
SYSTEM FUNCTIONALITY. DUE TO MATERIAL AVAILABILITY THE CONTRACTOR MAY ELECT
TO INSTALL LARGER PIPE, FITTINGS, AND ACCESSORIES THAN SHOWN. REFER TO
SPECIFICATIONS FOR ALLOWABLE MATERIALS.
UNLESS OTHERWISE NOTED, WATER MAIN PIPE SHALL MAINTAIN AT LEAST 24” COVER
WATER SERVICE LINES SHALL MAINTAIN AT LEAST 12” OF COVER
IN LIEU OF A SINGLE RPZ ASSEMBLY AND/OR METER, MULTIPLE PARALLEL SMALLER
ASSEMBLIES MAY BE UTILIZED. CONTACT COR WITH PROPOSED CONFIGURATION FOR
APPROVAL.
CONTACT THE WATER DISTRICT PRIOR TO ANY EXCAVATION AT THE EXISTING MAIN.
COMPLY WITH ALL WATER DISTRICT REQUIREMENTS.
SERVICE LINE AND VALVES NOT SHOWN. REFER TO DETAILS.
AutoCAD SHX Text H
AutoCAD SHX Text Y
OPTIONAL LAYOUTS SHOWN
DUMPSTER PAD
S
A STREET
BSTREET
C STREET
MAILBOX UNITS
FH
CPCPCPCP
CPCPCPCP
FH
FH
W S
CB
W
W
W
W
W
W
W
W
OE
O E
O E
O E
O E
O E
O E
O E
O E
B40 B39 B38 B37 B36
A1 A5A4A3A2
B35 B34 B33 B32
A6 A9A8A7
B31 B30 B29 B28 B27
A14A13A12A11A10
B26 B25 B24 B23 B22 B21
A15 A20A19A18A17A16
C1 C2 C3 C4 C5
B1 B5B4B3B2
C6 C7 C8 C9
B6 B9B8B7
C10 C11 C12 C13 C14
B14B13B12B11B10
C15 C16 C17 C18 C19 C20
B15 B20B19B18B17B16
PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL
PL
PL
PL
PL
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL PL PL PL PL PL PL
O E
O E
O E
OE
OE
O E
O E
O E
O E
O E
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SS SS SS SS SS SS SS SS SS
OH/E OH/E OH/E OH/E OH/E OH/E
O H
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H /E
O H
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O H
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O H
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SS SS SS SS SS SS SS SS SS
OH/E OH/E OH/E OH/E OH/E OH/E
SS
SS
SS
SS
W
TR
S S
CO
CO
O H
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O H
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O H
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O H
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O H
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H /E
O H
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6.2
6.4
6.2
4.5
6.5
4.0
4.4
4.8
4.6
6.4
3.6
3.6
3.7
4.1
4.7
4.9
5.2
5.7
5.8
5.7
5.6
5.4
5.3
3.9
4.8
4.0
4.2
4.4
4.6
6.4
3.6
3.7
3.8
3.9
4.1
4.3
4.3
4.3
4.6
4.6
4.7
5.0
5.2
5.0
5.0
4.9
4.8
4.8
4.8
4.8
4.7
4.6
5.7
6.0
5.7
5.5
4.3
4.1
4.0
4.7
4.5
4.3
4.5
4.8
6.6
3.7
3.8
4.0
4.1
4.2
4.4
4.4
4.5
4.6
4.7
4.8
4.9
5.1
5.2
5.1
5.1
5.0
4.9
4.9
4.8
4.8
4.8
4.6
4.7
4.7
4.6
4.6
4.6
4.6
4.6
4.5
4.5
4.5
4.4
6.3
3.8
4.0
4.0
4.2
4.3
4.3
4.4
4.5
4.6
4.7
4.8
5.0
5.1
5.2
5.2
5.1
5.0
5.1
5.0
4.9
4.9
4.8
4.8
4.7
4.7
4.6
4.6
4.5
4.5
4.4
4.4
4.3
4.3
4.1
6.1
3.9
3.9
4.1
4.0
4.3
4.4
4.5
4.6
4.8
4.8
4.9
5.1
5.1
5.1
5.1
5.1
4.9
5.0
4.9
5.0
4.9
4.8
4.8
4.7
4.7
4.6
4.5
4.6
4.6
4.5
4.4
4.4
4.3
4.2
5.9
3.8
3.8
4.2
4.4
4.5
4.6
4.7
4.7
4.8
4.9
5.2
4.9
5.0
5.1
5.1
5.0
4.9
5.0
4.8
4.8
4.7
4.7
4.7
4.7
4.6
4.6
4.5
4.5
4.5
4.4
4.4
4.2
4.4
6.2
1.7
4.3
4.4
4.5
4.6
4.7
4.8
4.9
5.2
5.1
5.0
5.0
5.0
5.0
5.0
4.9
4.8
4.7
4.7
4.6
4.6
4.5
4.6
4.4
4.3
4.4
4.4
4.3
4.3
4.2
4.4
6.2
4.3
4.4
4.5
4.7
4.8
4.9
5.0
5.2
5.0
5.1
5.0
5.0
5.0
4.9
4.9
4.8
4.8
4.7
4.7
4.5
4.5
4.5
4.3
4.5
4.3
4.4
4.3
4.3
4.3
4.3
6.0
4.7
4.5
4.7
4.8
4.8
5.0
5.2
5.0
5.0
4.9
4.9
4.9
4.8
4.8
4.8
4.7
4.6
4.7
4.5
4.6
4.5
4.5
4.4
4.4
4.3
4.4
4.3
4.2
4.2
5.9
4.8
4.8
4.8
5.0
5.1
5.1
4.9
4.8
4.9
4.9
4.8
4.8
4.7
4.8
4.7
4.6
4.6
4.6
4.5
4.4
4.4
4.3
4.3
4.2
4.1
4.1
4.1
4.0
5.6
2.3
4.6
4.8
4.8
4.8
5.0
5.0
4.8
4.8
4.7
4.6
4.6
4.6
4.6
4.5
4.5
4.5
4.4
4.4
4.4
4.4
4.2
4.2
4.2
4.2
4.2
4.1
3.8
5.6
5.3
4.8
5.0
5.2
5.0
5.0
4.9
4.8
4.8
4.8
4.7
4.6
4.6
4.5
4.5
4.5
4.4
4.4
4.3
4.3
4.2
4.2
4.1
4.1
4.0
4.0
3.7
5.6
5.1
4.7
5.1
4.9
5.0
4.9
4.7
4.5
4.5
4.4
4.4
4.4
4.5
4.4
4.3
4.3
4.4
4.3
4.2
4.2
4.2
4.1
4.1
4.1
4.0
3.0
5.9
4.6
4.4
4.3
4.3
4.3
4.3
4.2
4.4
4.4
4.0
4.4
4.2
4.3
4.2
4.2
3.9
3.9
3.9
4.0
4.0
3.9
3.8
3.7
3.7
4.5
6.0
3.0
4.7
4.4
4.5
4.4
4.3
4.5
4.2
4.6
4.4
4.3
4.4
4.2
4.2
4.1
4.1
4.0
4.0
3.9
4.0
4.0
3.9
3.7
3.8
2.9
6.1
4.7
4.6
4.2
4.2
4.1
4.4
4.5
4.5
4.2
4.3
4.2
4.2
4.1
4.2
4.2
4.0
4.0
3.9
3.8
3.9
3.8
3.3
6.2
4.7
4.2
4.4
4.4
4.2
4.5
4.4
4.4
4.4
4.3
4.2
4.2
4.2
4.1
4.2
4.1
4.0
3.9
4.0
3.9
3.5
6.3
4.7
4.4
4.3
4.3
4.3
4.1
4.1
4.5
4.3
4.4
4.2
4.2
4.3
4.2
4.2
4.0
4.1
4.1
3.9
4.0
4.0
3.6
6.2
3.4
4.4
4.4
4.3
4.2
4.2
4.5
4.1
4.5
4.1
4.5
4.4
4.4
4.3
4.3
4.2
4.1
4.1
4.1
4.0
3.9
3.8
6.2
4.7
4.3
4.2
4.3
4.3
4.2
4.1
4.0
4.0
4.4
4.3
4.1
4.3
4.2
4.2
4.2
4.1
4.1
4.0
4.0
3.8
6.3
3.7
5.0
4.4
4.4
4.1
4.3
4.4
4.2
4.7
4.4
4.4
4.5
4.4
4.4
4.4
4.2
4.2
4.1
4.1
4.0
4.0
3.7
6.4
5.0
5.0
4.8
4.5
4.4
4.4
4.4
4.5
4.4
4.3
4.7
4.4
4.3
4.3
4.4
4.3
4.3
4.2
4.2
4.2
4.2
4.0
3.8
6.3
5.1
4.9
5.0
4.5
4.6
4.5
4.6
4.5
4.4
4.3
4.6
4.3
4.7
4.6
4.5
4.5
4.3
4.2
4.4
4.4
4.2
4.1
4.0
3.8
2.4
4.9
4.8
4.7
4.9
4.7
4.9
4.6
4.6
4.9
4.4
4.6
4.4
4.3
4.7
4.6
4.4
4.5
4.5
4.2
4.2
4.1
4.2
4.2
4.2
3.9
4.4
4.7
4.7
5.0
4.9
4.7
4.7
4.9
4.5
4.7
4.5
4.6
4.7
4.7
4.6
4.6
4.5
4.5
4.4
4.4
4.3
4.3
4.2
4.2
4.0
4.5
4.6
4.9
4.9
4.7
4.7
4.7
4.6
4.8
4.6
4.7
4.7
4.7
4.6
4.6
4.6
4.6
4.5
4.5
4.5
4.4
4.2
4.3
4.1
4.5
5.0
4.8
4.7
5.2
5.0
4.9
4.7
5.0
5.0
4.9
4.8
4.8
4.7
4.6
4.4
4.5
4.5
4.3
4.5
4.3
4.2
4.1
5.0
5.1
4.9
4.8
4.9
5.0
5.0
5.0
5.0
5.0
4.8
4.7
4.7
4.7
4.6
4.6
4.5
4.5
4.4
4.4
4.3
4.3
4.9
5.3
5.2
5.2
4.9
5.1
5.0
4.9
4.9
4.8
4.8
4.8
4.6
4.7
4.7
4.6
4.6
4.5
4.6
4.3
4.2
4.8
5.1
5.1
5.1
5.3
5.0
5.0
4.9
4.9
4.9
4.8
4.7
4.7
4.6
4.5
4.6
4.6
4.5
4.4
4.5
4.3
4.4
4.6
4.7
4.8
4.8
4.9
4.8
4.7
4.7
4.6
4.5
4.7
4.6
4.6
4.8
4.6
4.6
4.5
4.6
4.5
4.3
4.3
4.3
4.4
4.4
4.4
4.5
4.5
4.5
4.6
4.5
4.4
4.4
4.6
4.7
4.7
4.7
4.6
4.4
5.1
4.3
4.4
4.4
4.5
4.4
4.5
4.6
4.5
4.5
4.5
4.3
4.3
4.3
4.4
4.5
4.5
4.5
4.5
4.6
4.7
6.7
4.1
4.2
4.3
4.2
4.2
4.3
4.4
4.5
4.5
4.5
4.2
4.2
4.3
4.3
4.4
4.4
4.4
4.5
4.5
4.5
5.9
3.8
4.0
4.1
4.3
4.2
4.3
4.3
4.4
4.4
4.4
4.3
4.1
4.2
4.3
4.3
4.3
4.4
4.5
4.5
4.5
4.5
4.8
3.8
4.0
4.1
4.1
4.1
4.1
4.2
4.3
4.2
4.3
4.3
3.9
4.1
4.1
4.2
4.2
4.3
4.3
4.4
4.4
4.5
4.6
3.8
3.9
4.0
4.1
4.2
4.1
4.2
4.2
4.2
4.2
4.2
4.0
4.1
4.1
4.1
4.1
4.1
4.3
4.3
4.4
4.5
4.5
6.2
3.6
3.8
3.8
3.9
3.9
4.0
4.2
4.2
4.2
4.1
4.1
3.8
4.0
4.0
4.1
4.2
4.1
4.3
4.2
4.4
4.4
4.4
4.5
3.5
3.7
3.7
3.7
3.8
3.9
3.8
3.9
4.0
4.0
4.1
3.8
3.8
3.8
3.9
4.0
4.1
4.2
4.1
4.3
4.3
4.4
4.4
6.0
2.8
3.4
3.5
3.6
3.6
3.7
3.8
3.8
3.8
3.9
3.9
4.1
3.7
3.7
3.7
3.8
4.0
4.0
4.1
4.2
4.2
4.2
4.3
4.2
4.5
3.4
3.1
3.3
3.5
3.5
3.6
3.7
3.6
3.7
3.8
3.8
3.9
4.0
3.7
3.9
3.8
3.8
3.9
3.9
3.9
4.0
4.1
4.2
4.2
4.3
4.3
4.5
3.4
2.8
3.3
3.4
3.5
3.5
3.5
3.6
3.7
3.7
3.8
3.7
3.6
3.8
3.8
3.9
3.9
3.9
3.8
4.0
4.0
4.1
4.2
4.1
4.3
4.3
4.3
3.5
2.9
3.1
3.3
3.3
3.4
3.5
3.6
3.7
3.7
3.9
3.9
3.8
3.7
3.9
3.9
4.0
4.0
3.8
3.9
4.0
4.2
4.1
4.2
4.2
4.2
4.4
3.5
2.5
3.0
3.2
3.3
3.3
3.4
3.4
3.4
3.5
3.7
3.6
3.7
3.6
3.7
3.8
3.7
3.9
4.0
3.9
4.0
4.1
4.2
4.1
4.2
4.1
4.1
3.5
2.3
3.1
3.2
3.2
3.3
3.3
3.4
3.4
3.4
3.5
3.6
3.6
3.7
3.8
3.9
3.9
3.9
3.9
4.0
4.1
4.0
4.0
4.2
4.3
4.3
4.4
3.5
3.1
3.3
3.3
3.2
3.3
3.3
3.4
3.4
3.4
3.4
3.4
3.6
3.8
3.8
3.9
4.1
3.9
4.0
3.9
4.1
4.0
4.2
4.2
4.3
4.3
3.5
3.8
3.8
3.5
3.8
3.9
3.9
3.9
4.0
3.9
3.9
4.0
4.1
4.2
4.3
3.6
1.9
3.6
3.6
3.8
3.8
3.9
4.0
4.2
3.7
4.1
3.9
5.6
3.8
3.8
5.9
5.8
5.8
5.6
4.9
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PET WASTE STATION
PET WASTE STATION
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20' DOUBLE SWING GATE
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20' DOUBLE GATE
WWTP PANEL BOARD
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OUTLET 001
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PET WASTE STATION
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ALL GRAVITY SEWER MAIN LINES SHALL BE 8" PVC.
SEWER NOTES:
SEWER MAIN PIPE MAY NOT BE BLUE OR PURPLE IN COLOR.
SEWER PIPE SIZES SHOWN ARE MINIMUM NOMINAL DIAMETER REQUIRED TO PROVIDE
SYSTEM FUNCTIONALITY. DUE TO MATERIAL AVAILABILITY THE CONTRACTOR MAY ELECT
TO INSTALL LARGER PIPE, FITTINGS, AND ACCESSORIES THAN SHOWN. REFER TO
SPECIFICATIONS FOR ALLOWABLE MATERIALS.
CONTACT THE ENGINEER / COR PRIOR TO PROCURING ALTERNATE SIZE SEWER FORCE
MAIN PIPE. UTILIZATION OF LARGER PIPE THAN SHOWN MAY REQUIRE SIGNIFICANT
MODIFICATION TO UPSTREAM PUMPS AND DOWNSTREAM RECEIVING SYSTEM.
SEWER SERVICE LINES SHALL MAINTAIN AT LEAST 12” OF COVER
UNLESS OTHERWISE NOTED, FORCE MAIN PIPE SHALL MAINTAIN AT LEAST 24” COVER
SEWER LENGTHS SHOWN ARE MEASURED BETWEEN CENTER OF STRUCTURES, MEASURED
ON A HORIZONTAL PLANE.
ADJUST MANHOLE RIMS AS REQUIRED TO PROVIDE RIM TOP AT OR ABOVE FINISHED
GRADE. NO RIMS SHALL BE BELOW SURROUNDING GRADE.
PROBABLE LATERAL ALIGNMENTS AND CONFIGURATIONS SHOWN. REFER TO DETAILS FOR
OPTIONAL CONFIGURATIONS.
SERVICE CLEANOUTS NOT SHOWN REFER TO DETAILS FOR LOCATIONS
EFFLUENT PIPE SHALL BE 4" PVC WITH 12" MINIMUM COVER TO OUTLET 001
FOR PUMP STATION DETAIL
SEE SHEET 9
AutoCAD SHX Text H
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OPTIONAL LAYOUTS SHOWN
DUMPSTER PAD
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B35 B34 B33 B32
A6 A9A8A7
B31 B30 B29 B28 B27
A14A13A12A11A10
B26 B25 B24 B23 B22 B21
A15 A20A19A18A17A16
C1 C2 C3 C4 C5
B1 B5B4B3B2
C6 C7 C8 C9
B6 B9B8B7
C10 C11 C12 C13 C14
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C15 C16 C17 C18 C19 C20
B15 B20B19B18B17B16
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PL
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OH/E OH/E OH/E OH/E OH/E OH/E
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/E
O H
/E
O H
/E
O H
/E
O H
/E
O H
/E
PET WASTE STATION
PET WASTE STATION
D STREET
W
ES
T R
O
AD
M
ID
D
LE
R O
AD
C W
L C
W L
C W
L C
W L
C W
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W L
C W
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W L
C W
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CWL CWL CWL CWL CWL CWL CWL CWL
C W
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C W
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U D
R D
PR
IV
AT
E
R O
AD
20' DOUBLE SWING GATE
COORDINATE
INSTALLATION WITH
LAFOURCHE PARISH
W W
W
WWWWWWWWWWWWW
W W
W
W W W W W W o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o
20' DOUBLE GATE
WWTP PANEL BOARD
AND LIGHT POLE
PET WASTE STATION
EX
IS
TI
N
G R
ES
ID
EN
C
E
EX
IS
TI
N
G R
ES
ID
EN
C
E
GRAVEL SURFACE
D
IR
T / F
AR
M
R O
AD
D
IR
T / F
AR
M
R O
AD
DIRT ROAD
GENERALLY GRADE SLOPES
TO REAR OF PADS (TYP.)
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
W W
O H
/E
O H
/E
O H
/E
O H
/E
O H
/E
O H
/E
SS
SS
O H
/E W
W
CO
5.
CO
UG/E
UG/E
W
WW
MAIN SEWER LINE
4" SEWER LINE
SELF CONTAINED FIRE
SUPPRESSION SYSTEM PUMP &
TANK ENCLOSURE (TPS)
APPROXIMATE LOCATION SHOWN
(TO BE DONE BY OTHERS, NOT PART
OF THIS CONTRACT)
SS SS SS
BUS STOP
20' DOUBLE SWING GATE
20' DOUBLE SWING GATE
o o o o o oo o o o
U G
/E
FH
CO
CO
FH
FH
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US Army Corps of Engineers
U .S
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ELECTRICAL NOTES:
1. ALL WORK IS NEW UNLESS OTHERWISE NOTED. ALL WORK SHALL BE COORDINATED WITH THE POWER COMPANY, SEE
SPECIFICATIONS FOR DETAILS.
2. PRIMARY METERING LOCATION SHALL BE BARRICADED WITH FENCING OR EQUAL AS APPROVED BY THE POWER
COMPANY.
PRIMARY METERING LOCATION
INCLUDE ADEQUATE FENCE STRUCTURE
SEE POWER COMPANY AND AHJ FOR DETAILS
Feet 0 100 200
Transformer Size Requirements
# Housing Units
Min KVA Required
1.00 16.00
2.00 18.00
3.00 22.00
4.00 25.00
5.00 27.00
6.00 28.00
7.00 32.00
8.00 36.00
9.00 41.00
10.00 44.00
12.00 52.00
14.00 59.00
16.00 64.00
18.00 72.00
20.00 80.00
25.00 96.00
Adapted from NEC Table 550.31
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GRAVITY SEWER AIR TEST TABLE
STANDARD 6" x (2) 4" SANITARY SEWER SERVICE
(OPTIONAL CONFIGURATION)
STANDARD 4" SANITARY SEWER SERVICE
(OPTIONAL CONFIGURATION)
DETAIL No.
STANDARD YARD HYDRANT (NON-FREEZE)
CAUTION
NONPOTABLE WATER
DO NOT DRINK
FLOW
COMPACTED
SUBGRADE
6" 3000 PSI CONCRETE SLAB.
DIMENSIONS PER ENCLOSURE
MANUFACTURER SPECIFICATION
IF RPZ, PROVIDE DRAIN PORT FOR POSITIVE
DRAINAGE OUT OF ENCLOSURE (MINIMUM
TWICE THE SIZE OF RPZ)
4" MIN. CLEARANCE
WITH VALVE OPEN
1' -6
M
IN
NO LEAD DOUBLE CHECK DETECTOR
BACKFLOW PREVENTION ASSEMBLY
VARIES
(SEE MANUFACTURER)
WEDGE ACTION RETAINER
GLAND (MJ x MJ VALVE SETTER
MAY ALSO BE USED)
APPROVED CLASS 350 DIP, RESTRAINED OR
RODDED TO MAIN LINE VALVE
APPROVED
OS & Y
GATE VALVE
CLASS 350
DIP FLANGED
FITTING
CLASS 1, ASSE 1060 HEATED & INSULATED
WEATHERPROOF ENCLOSURE ANCHORED
TO CONCRETE PAD
DIP, MJ FITTING (ROD BACK TO MAIN LINE VALVE
AND PROVIDE REACTION BLOCKING OR INSTALL
LOCKING RETAINER GLAND)
VA
R
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S
(S
EE
M
AN
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FA
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TU
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FLOW
ADJUSTABLE
PIPE
SUPPORT
MAINTAIN 2" ANNULAR
AREA AROUND DIP
STANDARD COMMERCIAL OUTDOOR BACKFLOW ASSEMBLY,
( 2 12" DIAMETER AND LARGER)
DETAIL No.
NOTES:
1. WHERE SPECIFIED, REDUCED PRESSURE PRINCIPLE BACKFLOW
PREVENTION ASSEMBLIES SHALL COMPLY WITH ASSE 1013 &
AWWA C511.
2. WHERE SPECIFIED, REDUCED PRESSURE DETECTOR BACKFLOW
PREVENTION ASSEMBLIES SHALL COMPLY WITH ASSE 1047.
3. WHERE SPECIFIED, DOUBLE CHECK VALVE BACKFLOW PREVENTION
ASSEMBLIES SHALL COMPLY WITH ASSE 1015 & AWWA C510.
4. WHERE SPECIFIED, DOUBLE CHECK DETECTOR BACKFLOW
PREVENTION ASSEMBLIES SHALL COMPLY WITH ASSE 1048.
5. BACKFLOW ASSEMBLY SHALL BE CENTERED ON CONCRETE PAD
AND CENTERED WITHIN ENCLOSURE.
6. CLASS I, ASSE 1060 INSULATED WEATHERPROOF ENCLOSURE
REQUIRED.
7. ALL BRASS COMPONENTS TO BE 'NO-LEAD' BRASS MEETING UNS
C89833 AS PER ASTM B584.
8. THE CONTRACTOR SHOULD MODIFY DETAIL AS REQUIRED TO
COMPLY WITH APPLICABLE STATE AND/OR LOCAL PLUMBING
CODES.
6"MIN.
CLASS 350 FLANGE BY PLAIN
END DIP RESTRAINED
VA
LV
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1'-0"
CLEAR
1'-0"
CLEAR
" M
IN
. C
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R
1" CLEAR
FLOWFLOW
1'-0"
MINIMUM
4" 3,000 P.S.I.
CONCRETE SLAB.
DIMENSIONS PER
BOX MANUFACTURER
SPECIFICATIONS
6" MIN. 6"
MIN.
" M
IN
. B
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VA
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6"MIN.
NO LEAD REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY
VARIES
(SEE MANUFACTURER)
THREADED
UNION
CLASS 1 OR CLASS 2, ASSE 1060
INSULATED WEATHERPROOF
ENCLOSURE ANCHORED TO
CONCRETE OR APPROVED
FIBERGLASS MOUNTING PAD
DETAIL No.
NOTES:
1. WHERE SPECIFIED, REDUCED PRESSURE PRINCIPLE BACKFLOW
PREVENTION ASSEMBLIES SHALL COMPLY WITH ASSE 1013 &
AWWA C511.
2. WHERE SPECIFIED, DOUBLE CHECK VALVE BACKFLOW
PREVENTION ASSEMBLIES SHALL COMPLY WITH ASSE 1015 &
AWWA C510.
3. BACKFLOW PREVENTION ASSEMBLY SHALL BE INSTALLED WITHIN 5
FEET OF THE METER BOX.
4. BACKFLOW PREVENTION ASSEMBLY SHALL BE CENTERED ON
CONCRETE OR APPROVED FIBERGLASS MOUNTING PAD AND
CENTERED WITHIN ENCLOSURE.
5. MINIMUM INSULATED CLASS I OR CLASS II, ASSE 1060
WEATHERPROOF ENCLOSURE REQUIRED.
6. PIPE MATERIAL SHALL BE PVC (SCH. 80 OR BETTER), COPPER
(TYPE K), OR 'NO LEAD' BRASS (UNS C89833 PER ASTM B584).
7. THE CONTRACTOR SHOULD MODIFY DETAIL AS REQUIRED TO
COMPLY WITH APPLICABLE STATE AND/OR LOCAL PLUMBING
CODES.
DRAIN PORT - PROVIDE POSITIVE
DRAINAGE OUT OF ENCLOSURE
(MINIMUM TWICE THE SIZE OF RPZ)NO LEAD BALL
VALVE
MINIMUM 6"
OPENING
4" CLEARANCE
1" CLEAR
STANDARD COMMERCIAL OUTDOOR BACKFLOW ASSEMBLY,
( 2 " DIAMETER AND SMALLER)
GRAVITY SEWER ELEVATIONS
VERIFY AND ADJUST ELEVATIONS IF REQUIRED AFTER INITIAL PRELIMINARY GRADING AND OVERALL
COMPACTION. THE INTENT IS TO HAVE TOPS ABOVE GRADE, WITHOUT CREATING SURFACE
DEPRESSIONS, WHERE OUTSIDE OF TRAVEL WAYS. REASONABLE VARIATIONS IN FINAL TOP ELEVATIONS
RELATIVE TO FINISHED GRADE ARE PERMITTED.
Grade Elev ± Rim Elev ± Length % Slope Invert In Invert Out Invert Depth B1-1 4.54 5.09 1.50 3.04
273.50 0.40% B2 4.26 4.76 0.41 0.31 3.85
280.00 0.40% B2-1 4.33 5.10 -0.81 -0.91 5.14
73.40 0.40%
PS 4.40 4.90 -1.21 5.61
B2-2 4.70 5.22 1.50 3.20 400.0
0 0.40% B2-1 4.33 5.10 -0.10 4.43
C1-1 4.77 5.27 1.50 3.27
277.60 0.40%
C2 South 4.33 4.83 0.39 0.29 3.94
250.00 0.40% C2-1 4.73 5.23 -0.81 -0.91 5.54
177.10 0.40%
PS 4.40 4.90 -1.62 6.02
C2-2 4.91 5.41 1.50 3.41 400.0
0 0.40% C2-1 4.73 5.23 -0.10 4.83
2'
15' MAX
' M
AX
CJ
EJ
CONTROL JOINT (EVERY 15' MAX)
EXPANSION JOINT (EVERY 60' MAX)
TYPICAL JOINTING DETAIL
SAWCUT ASPHALT EDGE
N.T.S.
6" S
AN
D
B
AS
E M
IN
8"
1/ 2"
6" S
AN
D
B
AS
E M
IN
8"
1/ 2"
N.T.S.
AutoCAD SHX Text
SPECIFICATION TIME (MIN:SEC) REQUIRED FOR PRESSURE DROP FROM 3-1/2 TO 2-1/2 PSIG
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NOMINAL PIPE DIAMETER (INCHES)
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LENGTH OF TEST SECTION
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AutoCAD SHX Text 7:33
AutoCAD SHX Text 9:26
AutoCAD SHX Text 11:20
AutoCAD SHX Text 13:13
AutoCAD SHX Text 14:10
AutoCAD SHX Text 15:11
AutoCAD SHX Text 17:00
AutoCAD SHX Text 18:53
AutoCAD SHX Text 19:48
AutoCAD SHX Text 22:40
AutoCAD SHX Text 25:30
AutoCAD SHX Text 28:19
AutoCAD SHX Text 34:00
AutoCAD SHX Text 39:40
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AutoCAD SHX Text 7:33
AutoCAD SHX Text 9:26
AutoCAD SHX Text 11:20
AutoCAD SHX Text 13:13
AutoCAD SHX Text 14:10
AutoCAD SHX Text 15:11
AutoCAD SHX Text 17:00
AutoCAD SHX Text 18:53
AutoCAD SHX Text 19:48
AutoCAD SHX Text 22:40
AutoCAD SHX Text 25:30
AutoCAD SHX Text 28:19
AutoCAD SHX Text 34:00
AutoCAD SHX Text 39:40
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AutoCAD SHX Text 7:33
AutoCAD SHX Text 9:26
AutoCAD SHX Text 11:20
AutoCAD SHX Text 13:13
AutoCAD SHX Text 14:10
AutoCAD SHX Text 15:11
AutoCAD SHX Text 17:00
AutoCAD SHX Text 18:53
AutoCAD SHX Text 19:48
AutoCAD SHX Text 22:40
AutoCAD SHX Text 25:30
AutoCAD SHX Text 28:19
AutoCAD SHX Text 34:00
AutoCAD SHX Text 52:35
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AutoCAD SHX Text 7:33
AutoCAD SHX Text 9:26
AutoCAD SHX Text 11:20
AutoCAD SHX Text 13:13
AutoCAD SHX Text 14:10
AutoCAD SHX Text 15:11
AutoCAD SHX Text 17:00
AutoCAD SHX Text 18:53
AutoCAD SHX Text 19:48
AutoCAD SHX Text 22:47
AutoCAD SHX Text 28:51
AutoCAD SHX Text 35:37
AutoCAD SHX Text 51:17
AutoCAD SHX Text 69:48
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AutoCAD SHX Text 7:33
AutoCAD SHX Text 9:26
AutoCAD SHX Text 11:20
AutoCAD SHX Text 13:13
AutoCAD SHX Text 14:10
AutoCAD SHX Text 15:11
AutoCAD SHX Text 17:00
AutoCAD SHX Text 19:47
AutoCAD SHX Text 21:48
AutoCAD SHX Text 28:29
AutoCAD SHX Text 36:03
AutoCAD SHX Text 44:31
AutoCAD SHX Text 64:06
AutoCAD SHX Text 87:15
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AutoCAD SHX Text 7:33
AutoCAD SHX Text 9:26
AutoCAD SHX Text 11:20
AutoCAD SHX Text 13:13
AutoCAD SHX Text 14:10
AutoCAD SHX Text 15:12
AutoCAD SHX Text 19:14
AutoCAD SHX Text 23:44
AutoCAD SHX Text 26:10
AutoCAD SHX Text 34:11
AutoCAD SHX Text 43:16
AutoCAD SHX Text 53:25
AutoCAD SHX Text 76:55
AutoCAD SHX Text 104:42
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AutoCAD SHX Text 7:33
AutoCAD SHX Text 9:26
AutoCAD SHX Text 11:20
AutoCAD SHX Text 13:34
AutoCAD SHX Text 15:35
AutoCAD SHX Text 17:44
AutoCAD SHX Text 22:26
AutoCAD SHX Text 27:42
AutoCAD SHX Text 30:32
AutoCAD SHX Text 39:53
AutoCAD SHX Text 50:28
AutoCAD SHX Text 62:19
AutoCAD SHX Text 89:45
AutoCAD SHX Text 122:10
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AutoCAD SHX Text 7:33
AutoCAD SHX Text 9:26
AutoCAD SHX Text 11:24
AutoCAD SHX Text 15:31
AutoCAD SHX Text 17:48
AutoCAD SHX Text 20:16
AutoCAD SHX Text 25:39
AutoCAD SHX Text 31:39
AutoCAD SHX Text 34:54
AutoCAD SHX Text 45:35
AutoCAD SHX Text 57:42
AutoCAD SHX Text 71:13
AutoCAD SHX Text 102:36
AutoCAD SHX Text 139:36
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AutoCAD SHX Text 7:33
AutoCAD SHX Text 9:26
AutoCAD SHX Text 12:49
AutoCAD SHX Text 17:27
AutoCAD SHX Text 20:02
AutoCAD SHX Text 22:48
AutoCAD SHX Text 28:51
AutoCAD SHX Text 35:37
AutoCAD SHX Text 39:16
AutoCAD SHX Text 51:17
AutoCAD SHX Text 64:54
AutoCAD SHX Text 80:08
AutoCAD SHX Text 115:24
AutoCAD SHX Text 157:03
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AutoCAD SHX Text 7:33
AutoCAD SHX Text 9:53
AutoCAD SHX Text 14:15
AutoCAD SHX Text 19:23
AutoCAD SHX Text 22:16
AutoCAD SHX Text 25:20
AutoCAD SHX Text 32:03
AutoCAD SHX Text 39:34
AutoCAD SHX Text 43:37
AutoCAD SHX Text 56:58
AutoCAD SHX Text 72:07
AutoCAD SHX Text 89:02
AutoCAD SHX Text 128:12
AutoCAD SHX Text 174:30
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AutoCAD SHX Text 7:33
AutoCAD SHX Text 10:52
AutoCAD SHX Text 15:40
AutoCAD SHX Text 21:20
AutoCAD SHX Text 24:29
AutoCAD SHX Text 27:52
AutoCAD SHX Text 35:16
AutoCAD SHX Text 43:31
AutoCAD SHX Text 47:59
AutoCAD SHX Text 62:40
AutoCAD SHX Text 79:19
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AutoCAD SHX Text 7:35
AutoCAD SHX Text 11:52
AutoCAD SHX Text 17:06
AutoCAD SHX Text 23:16
AutoCAD SHX Text 26:43
AutoCAD SHX Text 30:23
AutoCAD SHX Text 38:28
AutoCAD SHX Text 47:29
AutoCAD SHX Text 52:21
AutoCAD SHX Text 68:22
AutoCAD SHX Text 86:32
AutoCAD SHX Text 106:48
AutoCAD SHX Text 153:54
AutoCAD SHX Text 209:25
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AutoCAD SHX Text 19:57
AutoCAD SHX Text 27:09
AutoCAD SHX Text 31:10
AutoCAD SHX Text 35:27
AutoCAD SHX Text 44:52
AutoCAD SHX Text 55:24
AutoCAD SHX Text 61:05
AutoCAD SHX Text 79:46
AutoCAD SHX Text 101:00
AutoCAD SHX Text 124:42
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AutoCAD SHX Text 244:19
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AutoCAD SHX Text 10:07
AutoCAD SHX Text 15:50
AutoCAD SHX Text 22:48
AutoCAD SHX Text 31:01
AutoCAD SHX Text 35:37
AutoCAD SHX Text 40:31
AutoCAD SHX Text 51:17
AutoCAD SHX Text 63:19
AutoCAD SHX Text 69:48
AutoCAD SHX Text 91:10
AutoCAD SHX Text 115:24
AutoCAD SHX Text 142:30
AutoCAD SHX Text 205:06
AutoCAD SHX Text 279:13
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AutoCAD SHX Text 17:48
AutoCAD SHX Text 25:39
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AutoCAD SHX Text 45:35
AutoCAD SHX Text 57:42
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AutoCAD SHX Text 102:36
AutoCAD SHX Text 129:48
AutoCAD SHX Text 160:18
AutoCAD SHX Text 230:48
AutoCAD SHX Text 314:07
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AutoCAD SHX Text 12:39
AutoCAD SHX Text 19:47
AutoCAD SHX Text 28:30
AutoCAD SHX Text 38:47
AutoCAD SHX Text 44:31
AutoCAD SHX Text 50:39
AutoCAD SHX Text 64:06
AutoCAD SHX Text 79:08
AutoCAD SHX Text 87:15
AutoCAD SHX Text 114:00
AutoCAD SHX Text 144:12
AutoCAD SHX Text 178:06
AutoCAD SHX Text 256:24
AutoCAD SHX Text 349:02
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SERVICE BETWEEN MAIN AND CLEANOUTS MAY BE SDR 35 OR SCH 40 PVC
AutoCAD SHX Text
SEWER MAIN FLOW
PLAN VIEW
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LOT LINE SEE PLAN
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1/16 OR 1/8 PIPE BEND
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WYE OR TEE
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6" PIPE
AutoCAD SHX Text NOTES: : 1. MARKING TAPE SHALL BE INSTALLED FOR ALL SERVICE CONNECTIONS FROM THE MAIN LINE TO THE CLEANOUT. 2. REFER TO STANDARD 4" SANITARY SEWER SERVICE FOR ADDITIONAL DETAILS.
AutoCAD SHX Text
4" CLEANOUT WITH THREADED PVC PLUG
AutoCAD SHX Text
SCH. 40 PVC TO MHU
AutoCAD SHX Text
MINIMUM GRADE OF 1/8" / FT.
AutoCAD SHX Text
(2) 45° BENDS OR LONGRADIUS SWEEP 90°
AutoCAD SHX Text 4"x6" REDUCER
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SCH. 40 PVC TO MHU
AutoCAD SHX Text
"LONG" SIDE
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"SHORT" SIDE
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SERVICE BETWEEN MAIN AND CLEAN OUT MAY BE SDR 35 OR SCH 40 PVC
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1/16 OR 1/8 PIPE BEND
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6"MIN.
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IN LINE WYE FITTING PROVIDED AT TOP QUARTER OF THE MAIN.
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SECTION VIEW
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SEWER MAIN FLOW
PLAN VIEW
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FINISH GRADE
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SCH. 40 PVC TO MHU
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1/16 OR 1/8 PIPE BEND
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WYE
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4" PIPE
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4" PIPE
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4" COMBINATION WYE AND 1/8 BEND
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4" CLEANOUT WITH THREADED PVC PLUG
AutoCAD SHX Text NOTES: : 1. MARKING TAPE SHALL BE INSTALLED FOR ALL SERVICE CONNECTIONS FROM THE MAIN LINE TO THE CLEANOUT.
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4" CLEANOUT WITH THREADED PVC PLUG
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MINIMUM GRADE OF " / FT.14" / FT.
AutoCAD SHX Text
COMPACTED SOIL
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MAIN
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SCH. 40 PVC TO MHU
AutoCAD SHX Text 06000.16
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SHEET 1 OF 1
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SIPHON BREAK
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%%UNOTES
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1. HOSE BIB SHALL ACCOMMODATE STANDARD 3/4 INCH GARDEN HOSE.
AutoCAD SHX Text
2. ALL FITTINGS SHALL BE 'NO LEAD' BRASS MEETING UNS C89833 AS
AutoCAD SHX Text
PER ASTM B584.
AutoCAD SHX Text
3. SIGN SHALL BE 21"x15" & 0.125 MINIMUM GAUGE ALUMINUM GRADE
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6061 OR BETTER. LETTERING SHALL BE 1-3/4 INCH.
AutoCAD SHX Text
1 CUBIC FOOT OF
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#57 WASHED STONE
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FINISHED
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
1" DIAMETER HDPE TUBING WITH
AutoCAD SHX Text
THREADED TO COMPRESSION
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FITTINGS AT HYDRANT & RPZ
AutoCAD SHX Text 4"x 24"x 24"
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STONE SPLASH
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PAD
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
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24" MIN. DEPTH
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18" MINIMUM
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30" MAXIMUM
AutoCAD SHX Text 5'-0"
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CONCRETE
AutoCAD SHX Text 06200.05
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SHEET 1 OF 1
AutoCAD SHX Text C
AutoCAD SHX Text 06200.03
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SHEET 1 OF 1
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EJ
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CJ
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CJ
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CJ
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CJ
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CJ
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CJ
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CJ
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CJ
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EJ
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8" THICK 4,000 PSI CONCRETE
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SEALED EXPANSION JOINT USING SIKAFLEX -1C SL JOINT SEALANT GRAY IN COLOR
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COMPACTED SAND FOR FINE GRADING
AutoCAD SHX Text
½" PREMOLDED PREMOLDED FILLER
AutoCAD SHX Text
8" THICK 4,000 PSI CONCRETE
AutoCAD SHX Text
PROVIDE 5 1/2" METAL KEYWAY WITH RIPSTRIP FOR SEALING.
AutoCAD SHX Text
SEALED USING SIKAFLEX -1C SL JOINT SEALANT GRAY IN COLOR
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TOOL JOINT AS REQUIRED TO SEAL
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1/2" STEEL ROD W/ PLASTIC SLEEVE
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½" RADIUSRADIUS
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6X12-0/1 WWM
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6X12-0/1 WWM
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%%UPAVEMENT EXPANSION JOINT DETAIL
%%UPAVEMENT CONTROL JOINT DETAIL
C
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D
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D B
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D
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B Y:
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SHEET ID
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AN
SI
D
XX
XX
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XX
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FINISHED SURFACE
4.0'
3.0'
6"
1.0'
1.0'
NOTE: PROVIDE AT THE FOLLOWING LOCATIONS:
- DUMPSTER PAD
2.0' CONCRETE
ENCASEMENT
8" DIAMETER
STEEL BOLLARD
(PAINTED YELLOW)
PREFORMED
CAP
BUILDING OR PAD
CORNER
SECTION PLAN
TYPICAL STEEL BOLLARD DETAIL
NOT TO SCALE
- MAIL BOXES
- BUS STOP
STREET SIGN LOCATION
SIGN
22.5° BEND
2.03.02.04"
12"
6"
8"
10"
24.517.5
4.5
7.5
12.0
6.0
10.5
17.5
13.5
3.5
6.0
9.5
PIPE Ø 90° BENDTEE 45° BEND
0.51.0
7.0 3.5
2.0
3.0
5.0
1.0
1.5
2.5
11.25° BEND
TYPICAL FITTING RESTRAINT
NOT TO SCALE
1. WRAP ALL MECHANICAL JOINTS WITH…
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