A03-Plans_2097 W PARK_2022.04.12.pdf
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- Attached to
- 2097 West Park
- Solicitation number
- W912EQ22B00005
About this file
This federal contract opportunity solicitation is seeking construction services for a temporary community housing site in Terrebonne Parish, Louisiana. The solicitation details requirements to construct approximately 138 manufactured home unit site pads including gravel roads, home pads, parking areas, utilities, fencing and site amenities. Services will provide potable water, sewer and wastewater treatment along with electric, site lighting and drainage. The construction magnitude is estimated between $10-25 million. The solicitation is issued by the Department of the Army Corps of Engineers Memphis District with NAICS code 238910 and product service code Z1QA. The solicitation number is W912EQ22B00005 with a service disabled veteran owned small business set aside.
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W
OH/E
WTR
OE
PROPOSED WATER VALVE
PROPOSED SANITARY CLEANOUT
LEGEND
EXISTING POWER POLE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
CO
PROPOSED GRAVEL PAD
PROPOSED GRAVEL ROADWAY
PROPOSED LIGHT POLE
PROPOSED SITE ELECTRIC METER POLE
o
UG/E
FH
EXISTING OVERHEAD ELECTRIC LINE
EXISTING WATER LINE
PROPOSED SEWER LINE
PROPOSED WATER LINE
PROPOSED OVERHEAD ELECTRIC LINE
PROPOSED CHAINLINK FENCE
PROPOSED UNDERGROUND ELEC LINE
S
PROPOSED STOP SIGN
SS
FM PROPOSED FORCE MAIN SEWER LINE
PROPOSED GRAVEL ROADWAY
US Army Corps of Engineers ®
SOLICITATION NO.: W912EQ22B0005
CONTRACT NO.:
ISSUE DATE:
HUNTINGTON DISTRICT
N/A
APRIL 18 2022
TEMPORARY HOUSING SITE
2097 W PARK AVE SITE, SCHRIEVER,
TERREBONNE PARISH, LOUISIANA
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SHEET INDEX
1 COVER PAGE
2 EXISTING SITE CONDITIONS
3G GRADING PLAN
3 SITE PLAN
3W SITE WATER PLAN
3S SITE SEWER PLAN
3E SITE ELECTRICAL PLAN
4-9 DETAILS
TAX PARCEL: 7307
SITE ADDRESS: WATERPLANT ROAD, SCHRIEVER, LA
NEW STREET NAMES AND ADDRESSES NOT PROVIDED AT THE TIME OF THIS
DEVELOPER: FEMA
OWNER: SCHRIEVER PROPERTIES, LLC
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CW
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UC
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CONTROL
N 446990.85
E 3453376.33
ELEV: 9.78
CONTROL
N 446741.82 E 3453953.27
ELEV: 8.86
CONTROL
N 447634.82 E 3455229.03
ELEV: 4.75
FHW
FHW
CPCPCPCP
8.21
8.18
8.02
8.19
8.37
8.40
8.45
8.34
8.38
8.31
8.33
8.27
8.44
8.23
8.22
8.11
8.13
8.16
7.68
1.71
7.84
8.09
-0.33
-0.31
0.38
0.45
2.00
5.30
7.18
2.68
-0.73
8.49
8.65
8.25
8.64
8.92
9.27
6.18
8.37
8.77
8.80
8.16
8.35
8.62
8.65
8.19
8.53
8.58
8.71
8.25
8.40
8.30
8.60
7.97
8.07
7.93
8.33
8.09
8.45
8.32
8.48
8.07
8.11
8.30
8.30
8.22
8.31
8.41
8.61
8.00
8.10
8.25
8.26
8.23
8.25
8.39
8.50
8.08
8.10
8.22
8.36
8.20
8.33
8.46
8.49
7.95
8.05
8.26
8.24
8.23
8.52
8.54
8.37
8.03
8.17
8.23
8.47
8.26
8.52
8.58
8.66
8.18
8.23
8.27
8.43
8.31
8.53
8.59
8.74
8.31
8.23
8.44
8.57
8.44
8.52
8.67
8.78
8.24
8.34
8.48
8.48
8.41
8.55
8.85
8.92
8.15
8.29
8.43
8.68
8.53
8.57
8.93
8.98
8.18
8.34
8.44
8.69
8.69
8.81
8.87
9.09
8.52
8.33
8.60
8.59
8.71
8.88
8.99
9.16
8.46
8.46
8.61
8.72
8.69
9.11
9.11
9.20
8.39
8.54
8.61
8.80
8.98
9.11
9.23
9.14
8.47
8.68
8.72
8.85
9.05
9.19
9.14
9.01
8.78
8.82
9.19
8.93
9.00
9.05
9.40
9.27
8.39
8.68
8.89
8.95
9.08
9.15
9.30
9.33
8.78
8.90
9.12
9.01
9.19
9.41
9.23
9.01
8.95
9.09
9.09
9.26
9.41
9.43
9.08
9.09
9.11
9.19
9.42
9.42
9.48
8.95
9.05
9.26
9.28
9.40
9.48
9.65
9.05
9.26
9.26
9.38
9.65
9.51
9.67
9.14
9.30
9.46
9.47
9.56
9.61
9.62
9.10
9.44
9.43
9.56
9.57
9.76
10.70
9.20
9.47
9.54
9.59
9.76
11.21
7.53
9.44
9.64
9.66
9.82
11.22
9.42
8.97
9.66
9.72
9.71
10.21
9.29
9.28
9.67
9.72
9.79
10.19
3.46 9.23
9.59
9.65
9.82
10.53
9.45
9.18
9.43
9.64
9.73
10.05
9.86
3.44
9.30
9.70
9.75
9.92
12.19
6.68
9.16
9.49
9.63
9.68
9.62
11.43
9.92
9.60
7.44
9.10
9.51
9.71
9.80
9.91
11.44
11.17
3.33
8.90
9.41
9.58
9.76
9.89
10.09
11.31
3.42
8.91
9.07
9.47
9.59
9.73
9.85
10.25
8.18
8.67
9.28
9.38
9.52
9.70
9.77
9.94
10.27
8.97
9.08
9.25
9.39
9.49
9.63
9.88
10.02
10.33
8.91
9.17
9.31
9.47
9.52
9.75
9.82
10.12
10.10
9.25
9.26
9.23
9.46
9.62
9.79
9.96
10.05
10.17
9.52
9.36
9.39
9.48
9.65
9.71
9.93
9.99
10.26
8.90
9.24
9.28
9.38
9.57
9.70
9.92
10.10
9.71
9.11
9.18
9.04
8.99
9.06
8.77
9.37
9.25
9.47
8.83
8.90
8.73
8.80
8.71
8.57
8.61
8.53
8.51
8.67
8.67
8.52
8.52
8.55
8.38
8.34
8.27
8.11
8.50
8.45
8.44
8.38
8.33
8.25
8.10
8.21
8.03
8.32
8.28
8.18
8.19
8.11
8.11
7.92
7.95
7.97
8.20
8.15
7.95
7.97
7.98
7.91
7.78
7.89
7.74
8.01
7.90
7.83
7.78
7.80
7.62
7.73
7.85
7.45
7.93
7.75
7.62
7.69
7.71
7.62
7.50
7.46
7.30
7.62
7.51
7.53
7.50
7.53
7.28
7.27
7.25
7.15
7.54
7.31
7.21
7.31
7.25
7.18
7.04
7.12
6.95
7.36
7.27
7.20
7.21
7.10
6.94
6.89
6.91
6.68
7.15
7.07
6.95
6.98
6.94
6.73
6.77
6.70
6.28
7.05
6.90
6.82
6.82
6.76
6.65
6.63
6.62
6.30
6.85
6.84
6.71
6.70
6.59
6.42
6.41
6.51
6.19
6.76
6.75
6.59
6.52
6.38
6.27
6.31
6.35
6.05
6.60
6.60
6.50
6.45
6.42
6.18
6.08
6.05
5.79
6.57
6.53
6.42
6.41
6.22
5.99
5.92
5.81
5.63
6.69
6.48
6.34
6.42
6.03
5.57
5.81
5.57
5.49
6.01
5.58
5.68
6.05
5.51
5.47
5.35
5.48
5.26
5.95
5.74
5.52
5.55
5.32
5.28
5.24
5.19
5.20
5.79
5.49
5.35
5.40
5.22
5.05
5.10
4.98
4.83
4.45
5.68
5.43
5.40
5.38
5.17
5.22
4.95
4.98
4.66
4.44
5.70
5.46
5.38
5.30
5.08
5.00
4.84
4.80
4.83
5.59
5.30
5.16
4.95
4.94
5.07
4.83
4.90
4.88
5.52
5.38
5.13
5.07
5.07
4.93
4.84
4.86
4.67
5.48
5.31
5.13
5.06
4.85
4.86
4.67
4.81
4.72
5.37
5.23
5.07
4.91
4.93
4.82
4.66
4.66
4.71
5.27
5.19
5.07
4.92
4.86
4.76
4.67
4.68
4.56
5.20
5.14
5.11
4.88
4.79
4.90
4.55
4.55
4.47
5.07
5.30
5.16
4.97
4.83
4.85
4.74
4.52
4.39
3.17
5.16
5.46
5.34
5.30
5.06
4.51
0.45
3.22
5.32
5.66
5.26
5.17
0.81
4.58
5.41
5.52
3.40
4.91
5.02
5.68
2.38
4.66
4.85
5.12
0.71
4.88
5.21
WATER PLANT ROAD
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US Army Corps of Engineers
U .S
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C O
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UTILITY INFORMATION AND CONTACTS:
1. PUBLIC WATER - TERREBONNE PARISH CONSOLIDATED
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.
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UNNAMED STREAM / DITCH
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
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
CW
L
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
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CW
L
CW
L
CWL
CWL
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CWL
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CWL
CWL
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CWL
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CWL
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CWL
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UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UE
CONTROL
N 446990.85
E 3453376.33
ELEV: 9.78
CONTROL
N 446741.82 E 3453953.27
ELEV: 8.86
CONTROL
N 447634.82 E 3455229.03
ELEV: 4.75
FHW
FHW
CPCPCPCP
8.21
8.18
8.02
8.19
8.37
8.40
8.45
8.34
8.38
8.31
8.33
8.27
8.44
8.23
8.22
8.11
8.13
8.16
7.68
1.71
7.84
8.09
-0.33
-0.31
0.38
0.45
2.00
5.30
7.18
2.68
-0.73
8.49
8.65
8.25
8.64
8.92
9.27
6.18
8.37
8.77
8.80
8.16
8.35
8.62
8.65
8.19
8.53
8.58
8.71
8.25
8.40
8.30
8.60
7.97
8.07
7.93
8.33
8.09
8.45
8.32
8.48
8.07
8.11
8.30
8.30
8.22
8.31
8.41
8.61
8.00
8.10
8.25
8.26
8.23
8.25
8.39
8.50
8.08
8.10
8.22
8.36
8.20
8.33
8.46
8.49
7.95
8.05
8.26
8.24
8.23
8.52
8.54
8.37
8.03
8.17
8.23
8.47
8.26
8.52
8.58
8.66
8.18
8.23
8.27
8.43
8.31
8.53
8.59
8.74
8.31
8.23
8.44
8.57
8.44
8.52
8.67
8.78
8.24
8.34
8.48
8.48
8.41
8.55
8.85
8.92
8.15
8.29
8.43
8.68
8.53
8.57
8.93
8.98
8.18
8.34
8.44
8.69
8.69
8.81
8.87
9.09
8.52
8.33
8.60
8.59
8.71
8.88
8.99
9.16
8.46
8.46
8.61
8.72
8.69
9.11
9.11
9.20
8.39
8.54
8.61
8.80
8.98
9.11
9.23
9.14
8.47
8.68
8.72
8.85
9.05
9.19
9.14
9.01
8.78
8.82
9.19
8.93
9.00
9.05
9.40
9.27
8.39
8.68
8.89
8.95
9.08
9.15
9.30
9.33
8.78
8.90
9.12
9.01
9.19
9.41
9.23
9.01
8.95
9.09
9.09
9.26
9.41
9.43
9.08
9.09
9.11
9.19
9.42
9.42
9.48
8.95
9.05
9.26
9.28
9.40
9.48
9.65
9.05
9.26
9.26
9.38
9.65
9.51
9.67
9.14
9.30
9.46
9.47
9.56
9.61
9.62
9.10
9.44
9.43
9.56
9.57
9.76
10.70
9.20
9.47
9.54
9.59
9.76
11.21
7.53
9.44
9.64
9.66
9.82
11.22
9.42
8.97
9.66
9.72
9.71
10.21
9.29
9.28
9.67
9.72
9.79
10.19
3.46 9.23
9.59
9.65
9.82
10.53
9.45
9.18
9.43
9.64
9.73
10.05
9.86
3.44
9.30
9.70
9.75
9.92
12.19
6.68
9.16
9.49
9.63
9.68
9.62
11.43
9.92
9.60
7.44
9.10
9.51
9.71
9.80
9.91
11.44
11.17
3.33
8.90
9.41
9.58
9.76
9.89
10.09
11.31
3.42
8.91
9.07
9.47
9.59
9.73
9.85
10.25
8.18
8.67
9.28
9.38
9.52
9.70
9.77
9.94
10.27
8.97
9.08
9.25
9.39
9.49
9.63
9.88
10.02
10.33
8.91
9.17
9.31
9.47
9.52
9.75
9.82
10.12
10.10
9.25
9.26
9.23
9.46
9.62
9.79
9.96
10.05
10.17
9.52
9.36
9.39
9.48
9.65
9.71
9.93
9.99
10.26
8.90
9.24
9.28
9.38
9.57
9.70
9.92
10.10
9.71
9.11
9.18
9.04
8.99
9.06
8.77
9.37
9.25
9.47
8.83
8.90
8.73
8.80
8.71
8.57
8.61
8.53
8.51
8.67
8.67
8.52
8.52
8.55
8.38
8.34
8.27
8.11
8.50
8.45
8.44
8.38
8.33
8.25
8.10
8.21
8.03
8.32
8.28
8.18
8.19
8.11
8.11
7.92
7.95
7.97
8.20
8.15
7.95
7.97
7.98
7.91
7.78
7.89
7.74
8.01
7.90
7.83
7.78
7.80
7.62
7.73
7.85
7.45
7.93
7.75
7.62
7.69
7.71
7.62
7.50
7.46
7.30
7.62
7.51
7.53
7.50
7.53
7.28
7.27
7.25
7.15
7.54
7.31
7.21
7.31
7.25
7.18
7.04
7.12
6.95
7.36
7.27
7.20
7.21
7.10
6.94
6.89
6.91
6.68
7.15
7.07
6.95
6.98
6.94
6.73
6.77
6.70
6.28
7.05
6.90
6.82
6.82
6.76
6.65
6.63
6.62
6.30
6.85
6.84
6.71
6.70
6.59
6.42
6.41
6.51
6.19
6.76
6.75
6.59
6.52
6.38
6.27
6.31
6.35
6.05
6.60
6.60
6.50
6.45
6.42
6.18
6.08
6.05
5.79
6.57
6.53
6.42
6.41
6.22
5.99
5.92
5.81
5.63
6.69
6.48
6.34
6.42
6.03
5.57
5.81
5.57
5.49
6.01
5.58
5.68
6.05
5.51
5.47
5.35
5.48
5.26
5.95
5.74
5.52
5.55
5.32
5.28
5.24
5.19
5.20
5.79
5.49
5.35
5.40
5.22
5.05
5.10
4.98
4.83
4.45
5.68
5.43
5.40
5.38
5.17
5.22
4.95
4.98
4.66
4.44
5.70
5.46
5.38
5.30
5.08
5.00
4.84
4.80
4.83
5.59
5.30
5.16
4.95
4.94
5.07
4.83
4.90
4.88
5.52
5.38
5.13
5.07
5.07
4.93
4.84
4.86
4.67
5.48
5.31
5.13
5.06
4.85
4.86
4.67
4.81
4.72
5.37
5.23
5.07
4.91
4.93
4.82
4.66
4.66
4.71
5.27
5.19
5.07
4.92
4.86
4.76
4.67
4.68
4.56
5.20
5.14
5.11
4.88
4.79
4.90
4.55
4.55
4.47
5.07
5.30
5.16
4.97
4.83
4.85
4.74
4.52
4.39
3.17
5.16
5.46
5.34
5.30
5.06
4.51
0.45
3.22
5.32
5.66
5.26
5.17
0.81
4.58
5.41
5.52
3.40
4.91
5.02
5.68
2.38
4.66
4.85
5.12
0.71
4.88
5.21
WATER PLANT ROAD
15" CMP CULVERT
EXCAVATE AS REQ'D. -
PROVIDE 12" COVER
(TYP./ALL).
REMOVE EXISTING DIRT PILES
90 L.F. OF 36" CMP - SEE NOTES THIS SHEET
CULVERT FILL TO BE
PLACED WITH 2:1 SLOPES
APPROXIMATE SWALE HIGH POINT /
DRAINAGE DIVIDE - FIELD
ADJUST AS REQ'D. (TYP.)
SHALLOW DRAINAGE DITCH /
SWALE - REFER TO DETAILS
(TYP./ALL)
15" CMP CULVERT
EXCAVATE AS REQ'D.
16.0
20.61 sq ft
36"
11.22
9.42
8.97
10.21
10.19
3.46
9.23
10.53
9.45
9.18
9.43
3.44
SO
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US Army Corps of Engineers
U .S
. A R
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C O
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Feet 0 150 300
TOTAL SITE: 36.61 ACRES
EXISTING COVER: BARE/FALLOW
FIELD
PROPOSED COVER
STONE: 18.97 ACRES
GRASS: 13.84 ACRES
CONCRETE: 1.69 ACRES
UNDISTURBED: 2.11 ACRES
THE EXISTING SITE IS AN AGRICULTURAL FIELD. AS SUCH, THE GRADING PLAN
REPRESENTS AN ASSUMED 3" LOSS OF GRADE DUE TO ELIMINATION OF
PLANTING ROWS AND APPLIED COMPACTIVE EFFORTS. 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.
X
X
30.0
SD
SD
SD
PLACE BI-AXIAL GEOGRID LAYER AT TOP OF #57 STONE.
FILL TO ROAD SUBGRADE ELEVATION WITH ON-SITE SILTY CLAY MATERIAL WITH BI-AXIAL GEOGRID EACH 12".
COMPACT EACH LAYER TO THE SATISFACTION OF THE ON-SITE QA REPRESENTATIVE.
CUT AND BENCH EXISTING SLOPE TO KEY IN FILL (TYP/BOTH SIDES)
REMOVE ORGANICS AND PROVIDE #2
STONE BEDDING. BACKFILL WITH STONE
TO THE LOWER OF NORMAL WATER LEVEL
OR PIPE SPRING LINE.
FILL WITH #57 STONE TO HIGHER OF NORMAL
WATER LEVEL OR 6" ABOVE TOP OF PIPE
PROVIDE 6" OF #2 STONE ARMOR ON
SLOPE. (TYP/BOTH SIDES)
2:1 FILL SLOPE (TYP/BOTH SIDES)
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
AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text
CO
DUMPSTER PAD
S
MAILBOX UNITS
PET WASTE STATION
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
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
PL
PL
PL
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 o o o o o o o o o o oo 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 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
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CW
L
CW
L
CW
L
CW
L
CW
L
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
UC
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
FHW
8.21
8.18
8.19
8.37
8.40
8.45
8.34
8.38
8.31
8.33
8.27
8.44
8.23
8.22
8.11
8.13
8.16
7.68
1.71
7.84
8.09
-0.33
-0.31
0.38
0.45
2.00
5.30
7.18
2.68
-0.73
8.49
8.65
8.25
8.64
8.92
9.27
6.18
8.37
8.77
8.80
8.16
8.35
8.62
8.65
8.19
8.53
8.58
8.71
8.25
8.40
8.30
8.60
7.97
8.07
7.93
8.33
8.09
8.45
8.32
8.48
8.07
8.11
8.30
8.30
8.22
8.31
8.41
8.61
8.00
8.10
8.25
8.26
8.23
8.25
8.39
8.50
8.08
8.10
8.22
8.36
8.20
8.33
8.46
8.49
7.95
8.05
8.26
8.24
8.23
8.52
8.54
8.37
8.03
8.17
8.23
8.47
8.26
8.52
8.58
8.66
8.18
8.23
8.27
8.43
8.31
8.53
8.59
8.74
8.31
8.23
8.44
8.57
8.44
8.52
8.67
8.78
8.24
8.34
8.48
8.48
8.41
8.55
8.85
8.92
8.15
8.29
8.43
8.68
8.53
8.57
8.93
8.98
8.18
8.34
8.44
8.69
8.69
8.81
8.87
9.09
8.52
8.33
8.60
8.59
8.71
8.88
8.99
9.16
8.46
8.46
8.61
8.72
8.69
9.11
9.11
9.20
8.39
8.54
8.61
8.80
8.98
9.11
9.23
9.14
8.47
8.68
8.72
8.85
9.05
9.19
9.14
9.01
8.78
8.82
9.19
8.93
9.00
9.05
9.40
9.27
8.39
8.68
8.89
8.95
9.08
9.15
9.30
9.33
8.78
8.90
9.12
9.01
9.19
9.41
9.23
9.01
8.95
9.09
9.09
9.26
9.41
9.43
9.08
9.09
9.11
9.19
9.42
9.42
9.48
8.95
9.05
9.26
9.28
9.40
9.48
9.65
9.05
9.26
9.26
9.38
9.65
9.51
9.67
9.14
9.30
9.46
9.47
9.56
9.61
9.62
9.10
9.44
9.43
9.56
9.57
9.76
10.70
9.20
9.47
9.54
9.59
9.76
11.21
7.53
9.44
9.64
9.66
9.82
11.22
9.42
8.97
9.66
9.72
9.71
10.21
9.29
9.28
9.67
9.72
9.79
10.19
3.46
9.23
9.59
9.65
9.82
10.53
9.45
9.18
9.43
9.64
9.73
10.05
9.86
3.44
9.30
9.70
9.75
9.16
9.49
9.63
9.68
9.62
11.43
9.71
9.80
9.91
11.44
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
OH/E
O H
/E
OH/E
O H
/E
O H
/E
O H/
E
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
O H/
E
O H/
E
O H/
E
O H/
E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
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
O H
/E
O H
/E
O H/
E
O H
/E
O H
/E
O H
/E
O H
/E
O H
/E
O H/
E
O H
/E
O H
/E
O H
/E
O H
/E
O H
/E
O H/
E
O H/
E
O H
/E
O H/
E
O H
/E
O H
/E
O H
/E
O H
/E
O H
/E
O H
/E
O H
/E
O H/
E
O H
/E
O H/
E
O H/
E
O H
/E
O H
/E
O H
/E
S
S
SS
SS
SS
SS
S
S
S
S
S
CO
PET WASTE STATION
A41
A42
D6
D5
D4
D3
D2
D1
D12
D11
D10
D9
D8
D7
D18
D17
D16
D15
D14
D13
D24
D23
D22
D21
D20
D19
D30
D29
D28
D27
D26
D25
D31
D58
D57 D56
D55 D54
D53 D52
D51 D50
D49 D48
D47 D46
D45 D44
D43 D42
D41 D40
D39 D38
D37 D36
D35 D34
D33
C23
C22
C21
C20
C19
C18
C17
C16
C15
C14
C13
C12
C11
C10
C9
C8
C7
C6
C5
C4
C3
C2
C1
S S
D32
C2436" MAIN GATE
ROADWAY DELINEATOR POST
SPACED @ 10' C/C
(EACH SIDE OF CROSSING)
O H
/E O
H /E
O H
/E
FH
FH
W
W
FH
W
W
FH
OH/E
OH/E
WWTP
ELECTRIC
SERVICE
W o o o o o o o o o o o o o
FM
W
FM
FM
FM
SS
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CO
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US Army Corps of Engineers
U .S
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N
SO
N
S.
C
AL
D
W
EL
L
D . B
AR
BO
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J.
R
IT
TE
R
N
S
EW
ALL ROADS ARE 30' WIDE.
ALL ROAD RADII ARE 25'
GRAVEL ROAD (TYP)
Feet 0 60 120
AutoCAD SHX Text H
AutoCAD SHX Text Y
D
SS
SS
O H
/E O
H /E
W W
CO
CO
UG/E
UG/E
W
WW
CONCRETE PAD FOR UFAS UNITS ONLY
TYP. MHU & UFAS LOT LAYOUT
(UTILITY CONNECTION PATHS MAY VARY)
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)
S
MAILBOX UNITS
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
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
PL
PL
PL
PL
PL
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 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 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
CW
L
CW
L
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UE
UE
UE
X
X
X
X
X
X
FHW
FHW
CP CPCPCP
9.44
9.64
9.66
9.66
9.72
9.71
10.21
9.67
9.72
9.79
10.19
9.23
9.59
9.65
9.82
10.53
9.45
9.18
9.43
9.64
9.73
10.05
9.86
3.44
9.30
9.70
9.75
9.92
12.19
6.68
9.16
9.49
9.63
9.68
9.62
11.43
9.92
9.60
7.44
9.10
9.51
9.71
9.80
9.91
11.44
11.17
3.33
8.90
9.41
9.58
9.76
9.89
10.09
11.31
3.42
8.91
9.07
9.47
9.59
9.73
9.85
10.25
8.18
8.67
9.28
9.38
9.52
9.70
9.77
9.94
10.27
8.97
9.08
9.25
9.39
9.49
9.63
9.88
10.02
10.33
8.91
9.17
9.31
9.47
9.52
9.75
9.82
10.12
10.10
9.25
9.26
9.23
9.46
9.62
9.79
9.96
10.05
10.17
9.52
9.36
9.39
9.48
9.65
9.71
9.93
9.99
10.26
8.90
9.24
9.28
9.38
9.57
9.70
9.92
10.10
9.71
9.11
9.18
9.04
8.99
9.06
8.77
9.37
9.25
9.47
8.83
8.90
8.73
8.80
8.71
8.57
8.61
8.53
8.51
8.67
8.67
8.52
8.52
8.55
8.38
8.34
8.27
8.11
8.50
8.45
8.44
8.38
8.33
8.25
8.10
8.21
8.03
8.32
8.28
8.18
8.19
8.11
8.11
7.92
7.95
7.97
8.20
8.15
7.95
7.97
7.98
7.91
7.78
7.89
7.74
8.01
7.90
7.83
7.78
7.80
7.62
7.73
7.85
7.45
7.93
7.75
7.62
7.69
7.71
7.62
7.50
7.46
7.30
7.62
7.51
7.53
7.50
7.53
7.28
7.27
7.25
7.15
7.54
7.31
7.21
7.31
7.25
7.18
7.04
7.12
6.95
7.36
7.27
7.20
7.21
7.10
6.94
6.89
6.91
6.68
7.15
7.07
6.95
6.98
6.94
6.73
6.77
6.70
6.28
7.05
6.90
6.82
6.82
6.76
6.65
6.63
6.62
6.30
6.85
6.84
6.71
6.70
6.59
6.42
6.41
6.51
6.19
6.76
6.75
6.59
6.52
6.38
6.27
6.31
6.35
6.05
6.60
6.60
6.50
6.45
6.42
6.18
6.08
6.05
5.79
6.57
6.53
6.42
6.41
6.22
5.99
5.92
5.81
5.63
6.69
6.48
6.34
6.42
6.03
5.57
5.81
5.57
5.49
6.01
5.58
5.68
6.05
5.51
5.47
5.35
5.48
5.26
5.95
5.74
5.52
5.55
5.32
5.28
5.24
5.19
5.20
5.79
5.49
5.35
5.40
5.22
5.05
5.10
4.98
4.83
4.45
5.68
5.43
5.40
5.38
5.17
5.22
4.95
4.98
4.66
4.44
5.70
5.46
5.38
5.30
5.08
5.00
4.84
4.80
4.83
5.59
5.30
5.16
4.95
4.94
5.07
4.83
4.90
4.88
5.52
5.38
5.13
5.07
5.07
4.93
4.84
4.86
4.67
5.48
5.31
5.13
5.06
4.85
4.86
4.67
4.81
4.72
5.37
5.23
5.07
4.91
4.93
4.82
4.66
4.66
4.71
5.27
5.19
5.07
4.92
4.86
4.76
4.67
4.68
4.56
5.20
5.14
5.11
4.88
4.79
4.90
4.55
4.55
4.47
5.07
5.30
5.16
4.97
4.83
4.85
4.74
4.52
4.39
3.17
5.16
5.46
5.34
5.30
5.06
4.51
0.45
3.22
5.32
5.66
5.26
5.17
0.81
4.58
5.41
5.52
3.40
4.91
5.02
5.68
2.38
4.66
4.85
5.12
0.71
4.88
5.21
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
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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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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SS
SS
SS
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SS
SS
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SS
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SS
SS
SS
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SS
SS
SS
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SS
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OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
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
O H
/E
O H
/E
O H
/E
O H
/E
O H
/E
O H
/E
O H/
E
O H
/E
O H/
E
O H
/E
O H/
E
O H/
E
O H/
E
O H/
E
O H/
E
O H/
E
O H
/E
O H
/E
OH/E
OH/E
OH/E
OH/E
O H
/E
O H/
E
SS
SS
OH/E
OH/E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S S
SS
SS
SS
S
S
S
S
S
PET WASTE STATION
WATER
PLANT ROAD
A1 A2
A3 A4
A5 A6
A7 A8
A9 A10
A11 A12
A13 A14
A15 A16
A17 A18
A19 A20
A21 A22
A23 A24
A25 A26
A27 A28
A29 A30
A31 A32
A33 A34
A35 A36
A37 A38
A39 A40
A41 A42
B41
B40 B39
B38 B37
B36 B35
B34 B33
B32 B31
B30 B29
B28 B27
B26 B25
B24 B23
B22 B21
B20 B19
B18 B17
B16 B15
B14 B13
B12 B11
B10 B9
B8 B7
B6 B5
B4 B3
B2 B1
B81 B80
B79 B78
B77 B76
B75 B74
B73 B72
B71 B70
B69 B68
B67 B66
B65 B64
B63 B62
B61 B60
B59 B58
B57 B56
B55 B54
B53 B52
B51 B50
B49 B48
B47 B46
B45 B44
B43 B42
D3 D2
D1
OFFICE
O H
/E O
H /E
OH/E
GENERALLY GRADE SLOPES
TO REAR OF PAD (TYP.)
FH
FH
W
W
W
FH
W
FH
W
FH
W
FH
W
FH
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US Army Corps of Engineers
U .S
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Feet 0 80 160
ALL ROADS ARE 30' WIDE.
ALL ROAD RADII ARE 25'
GRAVEL ROAD (TYP)
S
MAILBOX UNITS
PET WASTE STATION
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
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
PL
PL
PL
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 o o o o o o o o o o oo 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 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
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CW
L
CW
L
CW
L
CW
L
CW
L
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
UC
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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FHW
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
OH/E
O H
/E
OH/E
O H/
E
O H
/E
O H
/E
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
O H/
E
O H/
E
O H/
E
O H/
E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
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
O H
/E
O H
/E
O H/
E
O H/
E
O H
/E
O H
/E
O H
/E
O H
/E
O H/
E
O H
/E
O H
/E
O H
/E
O H
/E
O H
/E
O H
/E
O H/
E
O H
/E
O H/
E
O H
/E
O H
/E
O H
/E
O H
/E
O H
/E
O H/
E
O H
/E
O H
/E
O H
/E
O H
/E
O H/
E
O H
/E
O H
/E
O H
/E
S
S
SS
SS
SS
SS
S
S
S
S
S
CO
PET WASTE STATION
A41
A42
D6
D5
D4
D3
D2
D1
D12
D11
D10
D9
D8
D7
D18
D17
D16
D15
D14
D13
D24
D23
D22
D21
D20
D19
D30
D29
D28
D27
D26
D25
D31
D58
D57 D56
D55 D54
D53 D52
D51 D50
D49 D48
D47 D46
D45 D44
D43 D42
D41 D40
D39 D38
D37 D36
D35 D34
D33
C23
C22
C21
C20
C19
C18
C17
C16
C15
C14
C13
C12
C11
C10
C9
C8
C7
C6
C5
C4
C3
C2
C1
S S
D32
C2436" MAIN GATE
ROADWAY DELINEATOR POST
SPACED @ 10' C/C
(EACH SIDE OF CROSSING)
O H
/E O
H /E
O H
/E
FH
FH
W
W
FH
W
W
FH
PROVIDE 4 FULL STICKS (+/- 72 LF)
OF RESTRAINED JOINT DIP
OR FUSED HDPE ACROSS
CULVERT CROSSING
MAINTAIN NOMINAL ID NOTED
IF HDPE IS UTILIZED
4" GATE VALVE
6"X4" TEE
6" GATE VALVE
6" PVC
4" PVC
RESTRAIN ALL JOINTS ON LONG
HYDRANT LEGS w/BELL
RESTRAINT HARNESSES
(TYP./ALL)
6" X 4" REDUCER
6" GATE VALVE
4" PVC
OH/E
OH/E
WWTP
ELECTRIC
SERVICE
W
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w/ RPZ o o o o o o o o o o o o o
FM
W
FM
FM
FM
SS
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D
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IS
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SHEET ID
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D
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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
XX
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Feet 0 60 120
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 LINES AND VALVES NOT SHOWN. REFER TO DETAILS.
SYSTEM DESIGN INFO:
TOTAL UNITS: 203
ADD: 41,000 GPD
PEAK DOMESTIC FLOW: 205 GPM
FIRE FLOW: 500 GPM
AutoCAD SHX Text H
AutoCAD SHX Text Y
SS
O H
/E O
H /E
W W
CO
CO
UG/E
UG/E
W
WW
CONCRETE PAD FOR UFAS UNITS ONLY
TYP. MHU & UFAS LOT LAYOUT
(UTILITY CONNECTION PATHS MAY VARY)
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
S
MAILBOX UNITS
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
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
PL
PL
PL
PL
PL
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CW
L
CW
L
CWL
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CWL
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CWL
CWL
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UC
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UC
UC
UC
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UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UE
UE
UE
X
X
X
X
X
X
FHW
FHW
CP CPCPCP
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
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W
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W
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W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
O H
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O H
/E
O H/
E
O H
/E
O H/
E
O H
/E
O H
/E
O H
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O H
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O H
/E
O H
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O H
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O H
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O H
/E
O H
/E
O H/
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O H
/E
O H
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O H
/E
O H/
E
O H/
E
O H
/E O
H /E
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
O H/
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O H
/E
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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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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O H
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O H
/E
O H
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O H
/E
O H
/E
O H
/E
OH/E
OH/E
OH/E
OH/E
O H
/E
O H
/E
SS
SS
OH/E
OH/E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S S
SS
SS
SS
S
S
S
S
S
PET WASTE STATION
WATER
PLANT ROAD
A1 A2
A3 A4
A5 A6
A7 A8
A9 A10
A11 A12
A13 A14
A15 A16
A17 A18
A19 A20
A21 A22
A23 A24
A25 A26
A27 A28
A29 A30
A31 A32
A33 A34
A35 A36
A37 A38
A39 A40
A41 A42
B41
B40 B39
B38 B37
B36 B35
B34 B33
B32 B31
B30 B29
B28 B27
B26 B25
B24 B23
B22 B21
B20 B19
B18 B17
B16 B15
B14 B13
B12 B11
B10 B9
B8 B7
B6 B5
B4 B3
B2 B1
B81 B80
B79 B78
B77 B76
B75 B74
B73 B72
B71 B70
B69 B68
B67 B66
B65 B64
B63 B62
B61 B60
B59 B58
B57 B56
B55 B54
B53 B52
B51 B50
B49 B48
B47 B46
B45 B44
B43 B42
D3 D2
D1
OFFICE
3/4" WATER TO NEIGHBORING
UNIT/SHUTOFF VALVE (ALTERNATE
CONFIG)
O H
/E O
H /E
OH/E
GENERALLY GRADE SLOPES
TO REAR OF PAD (TYP.)
FH
FH
W
W
W
FH
W
FH
W
FH
W
FH
W
FH
W
4" GATE VALVE
FIRE HYDRANT LEG w/ 6"
GATE VALVE (TYP./ALL)
FH
RPZ ASSEMBLY
RESTRAIN ALL JOINTS ON LONG
HYDRANT LEGS w/BELL
RESTRAINT HARNESSES
(TYP./ALL)
FH
4" GATE VALVE
6"X4" TEE
CO
6"x4" TEE
6" GATE VALVES
6" PVC
6" GATE VALVE
6"x4" REDUCER
4" PVC
R15.0
R1 1.
5 R15 .0
R11.5
85.8
109.0
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US Army Corps of Engineers
U .S
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XX
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Feet 0 80 160
WATER NOTES:
ALL WATER MAINS TO BE 4" EXCEPT WHERE SHOWN TO BE 6" ALONG CENTRAL ROAD.
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 VALVES NOT SHOWN. REFER TO DETAILS.
S
MAILBOX UNITS
PET WASTE STATION
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
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
PL
PL
PL
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 o o o o o o o o o o oo 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 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
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CW
L
CW
L
CW
L
CW
L
CW
L
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
UC
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
FHW
8.21
8.18
8.19
8.37
8.40
8.45
8.34
8.38
8.31
8.33
8.27
8.44
8.23
8.22
8.11
8.13
8.16
7.68
1.71
7.84
8.09
-0.33
-0.31
0.38
0.45
2.00
5.30
7.18
2.68
-0.73
8.49
8.65
8.25
8.64
8.92
9.27
6.18
8.37
8.77
8.80
8.16
8.35
8.62
8.65
8.19
8.53
8.58
8.71
8.25
8.40
8.30
8.60
7.97
8.07
7.93
8.33
8.09
8.45
8.32
8.48
8.07
8.11
8.30
8.30
8.22
8.31
8.41
8.61
8.00
8.10
8.25
8.26
8.23
8.25
8.39
8.50
8.08
8.10
8.22
8.36
8.20
8.33
8.46
8.49
7.95
8.05
8.26
8.24
8.23
8.52
8.54
8.37
8.03
8.17
8.23
8.47
8.26
8.52
8.58
8.66
8.18
8.23
8.27
8.43
8.31
8.53
8.59
8.74
8.31
8.23
8.44
8.57
8.44
8.52
8.67
8.78
8.24
8.34
8.48
8.48
8.41
8.55
8.85
8.92
8.15
8.29
8.43
8.68
8.53
8.57
8.93
8.98
8.18
8.34
8.44
8.69
8.69
8.81
8.87
9.09
8.52
8.33
8.60
8.59
8.71
8.88
8.99
9.16
8.46
8.46
8.61
8.72
8.69
9.11
9.11
9.20
8.39
8.54
8.61
8.80
8.98
9.11
9.23
9.14
8.47
8.68
8.72
8.85
9.05
9.19
9.14
9.01
8.78
8.82
9.19
8.93
9.00
9.05
9.40
9.27
8.39
8.68
8.89
8.95
9.08
9.15
9.30
9.33
8.78
8.90
9.12
9.01
9.19
9.41
9.23
9.01
8.95
9.09
9.09
9.26
9.41
9.43
9.08
9.09
9.11
9.19
9.42
9.42
9.48
8.95
9.05
9.26
9.28
9.40
9.48
9.65
9.05
9.26
9.26
9.38
9.65
9.51
9.67
9.14
9.30
9.46
9.47
9.56
9.61
9.62
9.10
9.44
9.43
9.56
9.57
9.76
10.70
9.20
9.47
9.54
9.59
9.76
11.21
7.53
9.44
9.64
9.66
9.82
11.22
9.42
8.97
9.66
9.72
9.71
10.21
9.29
9.28
9.67
9.72
9.79
10.19
3.46
9.23
9.59
9.65
9.82
10.53
9.45
9.18
9.43
9.64
9.73
10.05
9.86
3.44
9.30
9.70
9.75
9.16
9.49
9.63
9.68
9.62
11.43
9.71
9.80
9.91
11.44
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
OH/E
O H
/E
OH/E
O H/
E
O H
/E
O H
/E
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
O H/
E
O H/
E
O H/
E
O H/
E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
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
O H
/E
O H
/E
O H
/E
O H/
E
O H
/E
O H
/E
O H
/E
O H
/E
O H/
E
O H/
E
O H
/E
O H
/E
O H
/E
O H
/E
O H
/E
O H/
E
O H/
E
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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O H/
E
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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SSCO #D3
S
SSMH #D2
S
SSMH
#D1-2
SS
SS
SS
SS
S
SSMH #D1
SSMH #C1
S
S
SSMH #A5
SSCO #D1-3
S
SSMH #C2
SSCO #C3
S
SSMH
#C1-2
CO
SSCO
#C1-3
PET WASTE STATION
A41
A42
D6
D5
D4
D3
D2
D1
D12
D11
D10
D9
D8
D7
D18
D17
D16
D15
D14
D13
D24
D23
D22
D21
D20
D19
D30
D29
D28
D27
D26
D25
D31
D58
D57 D56
D55 D54
D53 D52
D51 D50
D49 D48
D47 D46
D45 D44
D43 D42
D41 D40
D39 D38
D37 D36
D35 D34
D33
C23
C22
C21
C20
C19
C18
C17
C16
C15
C14
C13
C12
C11
C10
C9
C8
C7
C6
C5
C4
C3
C2
C1
S S
PS EAST
WET WELL
D32
C2436" MAIN GATE
ROADWAY DELINEATOR POST
SPACED @ 10' C/C
(EACH SIDE OF CROSSING)
O H
/E O
H /E
O H
/E
FH
FH
W
W
FH
W
W
FH
3" PVC FORCE MAIN
3" PVC FORCE MAIN
80 L.F. 3" HDPE (DR17 IPS OR SIMILAR)
ACROSS CULVERT CROSSING
OH/E
OH/E
WWTP
ELECTRIC
SERVICE
W
LADEQ
OUTFALL
o o o o o o o o o o o o o
FM
W
FM
FM
FM
SS
SS
CO
CO
VALVE
VAULT
PL
PL
PL
PL
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
CW
L
CW
L
CW
L
CW
L
CWL
CWL
CWL
CWL
CWL
CWL
FM
FM
FM
FM
FM
FM
W
W
W
W
W
W
O H/
E
O H/
E
O H/
E
OH/E
36" MAIN GATE
OH/E
OH/E
OH/E
OH/E
WWTP
ELECTRIC
SERVICE
W
W
YARD HYDRANT
w/ RPZ
100' WATER HOSE &
POST HANGER
4" PVC EFFLUENT PIPE
DAYLIGHT TO BAYOU
LADEQ
OUTFALL
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
FM
FM
FM
W
W
W
FM
FM
FM
FM
FM
FM
FM
SS
SS
SS
SS
SS
SS
SS
PRIMARY TREATMENT
TANKS (A)
ATTACHED GROWTH
RECIRCULATION TANKS (A)
PRIMARY TREATMENT
TANKS (B)
ATTACHED GROWTH
RECIRCULATION TANKS (B)
TRANSITION TO ABOVE
GRADE PIPING (TYP/4)
3/4" SERVICE LINE
20' DOUBLE GATE
RECIRCULATION
PUMP STATION (B)
SO
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D
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D R
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B Y:
IS
SU
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SHEET ID
B
C
D
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F
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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
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PS
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IN
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XX
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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 PIPE AND CLEANOUTS NOT SHOWN REFER TO DETAILS FOR LOCATIONS
WWTP SITE DETAIL PLAN NOTES:
1. ITEMS MARKED WITH ֍ ARE GOVERNMENT FURNISHED EQUIPMENT.
ALL OTHER WORK SHOWN IN THIS DETAIL IS TO BE FURNISH AND INSTALL
BY THE CONTRACTOR.
2. CONCRETE PAD DETAILS NOT SHOWN, REFER TO DETAILS.
3. IMMEDIATELY NOTIFY THE GOVERNMENT IF EQUIPMENT IS FOUND TO
BE DAMAGED, INCLUDING COATING DEFECTS, OR LACKING COMPONENTS
UPON DELIVERY
4. REFER TO MANUFACTURES SHOP DRAWINGS FOR INTERCONNECTING
PIPING AND WIRING.
5. NOTE THAT SYSTEM "B" IS SHOWN MIRRORED FROM MANUFACTURES
SHOP DRAWINGS.
6. THE CONTRACTOR WILL BE RESPONSIBLE FOR RECEIVING AND
UNLOADING EQUIPMENT FROM TRUCKS. EQUIPMENT WILL BE DELIVERED IN
2 SEPARATE SHIPMENTS CONSISTING OF MULTIPLE TRUCKS PER SHIPMENT.
7. REFER TO SPECS FOR ANTICIPATED DELIVERY SCHEDULE. THE INTENT
IS TO BEGIN PARTIAL SITE OCCUPANCY UPON INSTALLATION OF THE FIRST
TREATMENT SYSTEM (A). SITE OCCUPANCY WILL INCREASE WITH
INSTALLATION OF SUBSEQUENT TREATMENT UNITS. AS SUCH, ANTICIPATE
STARTING EACH SYSTEM IMMEDIATELY UPON INSTALLATION. FURTHERMORE
MAINTAIN OPERATIONS OF PREVIOUSLY INSTALLED SYSTEMS DURING
SUBSEQUENT INSTALLATIONS.
8. THE CONTRACTOR MAY MODIFY FENCE/SITE DIMENSIONS AND
OVERALL ARRANGEMENT TO BETTER FACILITATE SEQUENCED
INSTALLATION. ALL PROPOSED MODIFICATIONS MUST BE APPROVED BY THE
COR.
Feet 0 30 60
Feet 0 60 120
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
ARE GOVERNMENT FURNISHED EQUIPMENT.
SS
O H
/E O
H /E
W W
CO
CO
UG/E
UG/E
W
WW
CONCRETE PAD FOR UFAS UNITS ONLY
TYP. MHU & UFAS LOT LAYOUT
(UTILITY CONNECTION PATHS MAY VARY)
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)
S
MAILBOX UNITS
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
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
PL
PL
PL
PL
PL
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 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 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
CW
L
CW
L
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UE
UE
UE
X
X
X
X
X
X
FHW
FHW
CP CPCPCP
9.44
9.64
9.66
9.66
9.72
9.71
10.21
9.67
9.72
9.79
10.19
9.23
9.59
9.65
9.82
10.53
9.45
9.18
9.43
9.64
9.73
10.05
9.86
3.44
9.30
9.70
9.75
9.92
12.19
6.68
9.16
9.49
9.63
9.68
9.62
11.43
9.92
9.60
7.44
9.10
9.51
9.71
9.80
9.91
11.44
11.17
3.33
8.90
9.41
9.58
9.76
9.89
10.09
11.31
3.42
8.91
9.07
9.47
9.59
9.73
9.85
10.25
8.18
8.67
9.28
9.38
9.52
9.70
9.77
9.94
10.27
8.97
9.08
9.25
9.39
9.49
9.63
9.88
10.02
10.33
8.91
9.17
9.31
9.47
9.52
9.75
9.82
10.12
10.10
9.25
9.26
9.23
9.46
9.62
9.79
9.96
10.05
10.17
9.52
9.36
9.39
9.48
9.65
9.71
9.93
9.99
10.26
8.90
9.24
9.28
9.38
9.57
9.70
9.92
10.10
9.71
9.11
9.18
9.04
8.99
9.06
8.77
9.37
9.25
9.47
8.83
8.90
8.73
8.80
8.71
8.57
8.61
8.53
8.51
8.67
8.67
8.52
8.52
8.55
8.38
8.34
8.27
8.11
8.50
8.45
8.44
8.38
8.33
8.25
8.10
8.21
8.03
8.32
8.28
8.18
8.19
8.11
8.11
7.92
7.95
7.97
8.20
8.15
7.95
7.97
7.98
7.91
7.78
7.89
7.74
8.01
7.90
7.83
7.78
7.80
7.62
7.73
7.85
7.45
7.93
7.75
7.62
7.69
7.71
7.62
7.50
7.46
7.30
7.62
7.51
7.53
7.50
7.53
7.28
7.27
7.25
7.15
7.54
7.31
7.21
7.31
7.25
7.18
7.04
7.12
6.95
7.36
7.27
7.20
7.21
7.10
6.94
6.89
6.91
6.68
7.15
7.07
6.95
6.98
6.94
6.73
6.77
6.70
6.28
7.05
6.90
6.82
6.82
6.76
6.65
6.63
6.62
6.30
6.85
6.84
6.71
6.70
6.59
6.42
6.41
6.51
6.19
6.76
6.75
6.59
6.52
6.38
6.27
6.31
6.35
6.05
6.60
6.60
6.50
6.45
6.42
6.18
6.08
6.05
5.79
6.57
6.53
6.42
6.41
6.22
5.99
5.92
5.81
5.63
6.69
6.48
6.34
6.42
6.03
5.57
5.81
5.57
5.49
6.01
5.58
5.68
6.05
5.51
5.47
5.35
5.48
5.26
5.95
5.74
5.52
5.55
5.32
5.28
5.24
5.19
5.20
5.79
5.49
5.35
5.40
5.22
5.05
5.10
4.98
4.83
4.45
5.68
5.43
5.40
5.38
5.17
5.22
4.95
4.98
4.66
4.44
5.70
5.46
5.38
5.30
5.08
5.00
4.84
4.80
4.83
5.59
5.30
5.16
4.95
4.94
5.07
4.83
4.90
4.88
5.52
5.38
5.13
5.07
5.07
4.93
4.84
4.86
4.67
5.48
5.31
5.13
5.06
4.85
4.86
4.67
4.81
4.72
5.37
5.23
5.07
4.91
4.93
4.82
4.66
4.66
4.71
5.27
5.19
5.07
4.92
4.86
4.76
4.67
4.68
4.56
5.20
5.14
5.11
4.88
4.79
4.90
4.55
4.55
4.47
5.07
5.30
5.16
4.97
4.83
4.85
4.74
4.52
4.39
3.17
5.16
5.46
5.34
5.30
5.06
4.51
0.45
3.22
5.32
5.66
5.26
5.17
0.81
4.58
5.41
5.52
3.40
4.91
5.02
5.68
2.38
4.66
4.85
5.12
0.71
4.88
5.21
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
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
O H/
E
O H
/E
O H
/E
O H/
E
O H/
E
O H/
E
O H/
E
O H
/E
O H
/E
O H/
E
O H
/E
O H
/E
O H
/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
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
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
O H
/E
O H
/E
O H
/E
O H
/E
O H
/E
O H
/E
O H/
E
O H
/E
O H/
E
O H
/E
O H/
E
O H/
E
O H/
E
O H/
E
O H/
E
O H/
E
O H
/E
O H
/E
OH/E
OH/E
OH/E
OH/E
O H/
E
O H/
E
SS
SS
OH/E
OH/E
W
W
W
W
W
W
W
W
W
W
SSCO #D3
W
W
W
W
S
SSMH #A5
S
SSMH #A4
S
SSMH #A3
S
SSMH #A2
S
SSMH #A1
S
PS-EAST
WET WELL
S
SS
SS
SS
S
SSMH #B5
S
SSMH #B4
S
SSMH #B3
S
SSMH #B2
S
SSMH #B1
SSCO #B6
PET WASTE STATION
WATER
PLANT ROAD
A1 A2
A3 A4
A5 A6
A7 A8
A9 A10
A11 A12
A13 A14
A15 A16
A17 A18
A19 A20
A21 A22
A23 A24
A25 A26
A27 A28
A29 A30
A31 A32
A33 A34
A35 A36
A37 A38
A39 A40
A41 A42
B41
B40 B39
B38 B37
B36 B35
B34 B33
B32 B31
B30 B29
B28 B27
B26 B25
B24 B23
B22 B21
B20 B19
B18 B17
B16 B15
B14 B13
B12 B11
B10 B9
B8 B7
B6 B5
B4 B3
B2 B1
B81 B80
B79 B78
B77 B76
B75 B74
B73 B72
B71 B70
B69 B68
B67 B66
B65 B64
B63 B62
B61 B60
B59 B58
B57 B56
B55 B54
B53 B52
B51 B50
B49 B48
B47 B46
B45 B44
B43 B42
D3 D2
D1
OFFICE
O H
/E O
H /E
OH/E
GENERALLY GRADE SLOPES
TO REAR OF PAD (TYP.)
FH
FH
W
W
W
FH
W
FH
W
FH
W
FH
W
FH
W
FH
FH
3" PVC FORCE MAIN
VALVE VAULT
CO
R15.0
R1 1.
5 R15 .0
R11.5
85.8
109.0
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
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C O
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EN
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R S
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D
XX
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Feet 0 80 160
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
REFER TO DETAIL FOR GRINDER PUMP LOCATION AND LATERAL CONNECTION DETAILS
S
MAILBOX UNITS
PET WASTE STATION
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
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
PL
PL
PL
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 o o o o o o o o o o oo 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 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
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CW
L
CW
L
CW
L
CW
L
CW
L
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
UC
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
FHW
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
OH/E
O H
/E
OH/E
O H
/E
O H/
E
O H/
E
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
O H/
E
O H/
E
O H/
E
O H/
E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
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
O H
/E
O H/
E
O H
/E
O H
/E
O H
/E
O H
/E
O H
/E
O H
/E
O H
/E
O H
/E
O H/
E
O H
/E
O H
/E
O H
/E
O H/
E
O H
/E
O H
/E
O H
/E
O H
/E
O H/
E
O H
/E
O H
/E
O H
/E
O H
/E
O H/
E
O H/
E
O H/
E
O H/
E
O H
/E
O H
/E
O H
/E
O H
/E
S
S
SS
SS
SS
SS
S
S
S
S
S
CO
PET WASTE STATION
A41
A42
D6
D5
D4
D3
D2
D1
D12
D11
D10
D9
D8
D7
D18
D17
D16
D15
D14
D13
D24
D23
D22
D21
D20
D19
D30
D29
D28
D27
D26
D25
D31
D58
D57 D56
D55 D54
D53 D52
D51 D50
D49 D48
D47 D46
D45 D44
D43 D42
D41 D40
D39 D38
D37 D36
D35 D34
D33
C23
C22
C21
C20
C19
C18
C17
C16
C15
C14
C13
C12
C11
C10
C9
C8
C7
C6
C5
C4
C3
C2
C1
S S
D32
C2436" MAIN GATE
ROADWAY DELINEATOR POST
SPACED @ 10' C/C
(EACH SIDE OF CROSSING)
O H
/E O
H /E
O H
/E
FH
FH
W
W
FH
W
W
FH
OH/E
OH/E
WWTP
ELECTRIC
SERVICE
W o o o o o o o o o o o o o
FM
W
FM
FM
FM
SS
SS
CO
CO
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US Army Corps of Engineers
U .S
. A R
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C O
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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.
3. FOR DESIGN PURPOSES, 1-2 HOUSING UNITS ARE FED FROM A 30KVA XFMR; 3-4 HOUSING UNITS ARE FED FROM A
75KVA XFMR; 6-8 HOUSING UNITS ARE FED FROM A 112.5KVA XFMR.
PRIMARY METERING LOCATION
INCLUDE ADEQUATE FENCE STRUCTURE
SEE POWER COMPANY AND AHJ FOR DETAILS
Feet 0 60 120
AutoCAD SHX Text H
AutoCAD SHX Text Y
SS
O H
/E O
H /E
W W
CO
CO
UG/E
UG/E
W
WW
CONCRETE PAD FOR UFAS UNITS ONLY
TYP. MHU & UFAS LOT LAYOUT
(UTILITY CONNECTION PATHS MAY VARY)
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)
S
MAILBOX UNITS
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
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
PL
PL
PL
PL
PL
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 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 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
CW
L
CW
L
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
CWL
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UE
UE
UE
X
X
X
X
X
X
FHW
FHW
CP CPCPCP
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
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
O H
/E
O H
/E
O H
/E
O H
/E
O H/
E
O H
/E
O H/
E
O H
/E
O H
/E
O H/
E
O H
/E
O H
/E
O H
/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
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
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
O H
/E
O H/
E
O H
/E
O H
/E
O H
/E
O H
/E
O H
/E
O H
/E
O H
/E
O H
/E
O H/
E
O H/
E
O H/
E
O H/
E
O H/
E
O H/
E
O H/
E
O H
/E
OH/E
OH/E
OH/E
OH/E
O H
/E
O H/
E
SS
SS
OH/E
OH/E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S S
SS
SS
SS
S
S
S
S
S
PET WASTE STATION
WATER
PLANT ROAD
A1 A2
A3 A4
A5 A6
A7 A8
A9 A10
A11 A12
A13 A14
A15 A16
A17 A18
A19 A20
A21 A22
A23 A24
A25 A26
A27 A28
A29 A30
A31 A32
A33 A34
A35 A36
A37 A38
A39 A40
A41 A42
B41
B40 B39
B38 B37
B36 B35
B34 B33
B32 B31
B30 B29
B28 B27
B26 B25
B24 B23
B22 B21
B20 B19
B18 B17
B16 B15
B14 B13
B12 B11
B10 B9
B8 B7
B6 B5
B4 B3
B2 B1
B81 B80
B79 B78
B77 B76
B75 B74
B73 B72
B71 B70
B69 B68
B67 B66
B65 B64
B63 B62
B61 B60
B59 B58
B57 B56
B55 B54
B53 B52
B51 B50
B49 B48
B47 B46
B45 B44
B43 B42
D3 D2
D1
OFFICE
O H
/E O
H /E
OH/E
GENERALLY GRADE SLOPES
TO REAR OF PAD (TYP.)
FH
FH
W
W
W
FH
W
FH
W
FH
W
FH
W
FH
W
FH
FH
CO
R15.0
R1 1.
5 R15 .0
R11.5
85.8
109.0
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SHEET ID
B
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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
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IN
EE
R S
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D
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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.
3. FOR DESIGN PURPOSES, 1-2 HOUSING UNITS ARE FED FROM A 30KVA XFMR; 3-4 HOUSING UNITS ARE FED FROM A
75KVA XFMR; 6-8 HOUSING UNITS ARE FED FROM A 112.5KVA XFMR.
PRIMARY METERING LOCATION
INCLUDE ADEQUATE FENCE STRUCTURE
SEE POWER COMPANY AND AHJ FOR DETAILS
Feet 0 80 160
PUMP STATION
ELECTRICAL SERVICE
SO
LI
C
IT
AT
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N N
O
D
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IG
N
ED
B
Y:
D
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IS
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SHEET ID
B
C
D
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F
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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
XX
-X
X- X-
XX
XX
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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
IE
S
(S
EE
M
AN
U
FA
C
TU
R
ER
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
E O
PE
N
(S
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M
AN
U
FA
C
TU
R
ER
1'-0"
CLEAR
1'-0"
CLEAR
" M
IN
. C
O
VE
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
U R
Y
VA
R
IE
S (S
EE
M
AN
U
FA
C
TU
R
ER
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
WEA…
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