A21_W912P821B0041_Plans.pdf
PDF 7 MB Posted
- Attached to
- Mermentau River, Catfish Point Control Structure, Water Well Replacement, Cameron Parish, Louisiana
- Solicitation number
- W912P821B0041
About this file
This set of construction drawings and specifications solicits bids for a water well replacement project at the Catfish Point Control Structure in Cameron Parish, Louisiana. The scope of work includes installing a new water well and pumping system, constructing a new metal building, installing precast concrete piles and slabs, and replacing an existing waterline. Bidders must consider demolishing an existing well shed, removing the current waterline, and tying the new line into facilities. The contract drawings provide details on existing site features, proposed site plans, demolition plans, utility relocation diagrams, and structural specifications.
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Other files
| File | Type | Posted |
|---|---|---|
| W912P821B0041_Bid Abstract.pdf | ||
| A21_W912P821B0041_Am 0001.pdf | ||
| A21_W912P821B0041.pdf |
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VICINITY OF WORK
COVER SHEET
45'
N
NATIONAL WILDLIFE REFUGE
CAMERON PRAIRIE
SABINE MIGRATORY
WATERFOWL REFUGE
GRAND CHENIER
HACKBERRY BEACH
NORTH ISLAND
CONTROL STRUCTURE
CATFISH POINT
SUPERIOR CANAL
LAKE
LOWER MUD
LAKE
UPPER MUD
LAKE MISERE
LAKE
LOCATION MAP
SCALE IN MILES
6 4 2 0 5 10 15
DWG. DESCRIPTION
INDEX TO DRAWINGS
DWG. DESCRIPTION
INDEX TO DRAWINGS
TABULATION OF BENCHMARK (VERTICAL CONTROL)
GENERAL NOTES
A T
C H
A F
A L A
Y A
R
IV
E R
SCALE OF MILES
A R K A N S A S
SHREVEPORT
MONROE
O U
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IV
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IV
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NATCHEZ
ALEXANDRIA
R E
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LAKE CHARLES
MORGAN CITY
BATON ROUGE
L O U I S I A N A
M I S S I S S I P P I
T E X A S
LAKE
PONTCHARTRAIN
LAKE
BORGNE
G U L F O F
M E X I C O
40 400 80 120 160 200
V IC IN IT Y M A P
N E W
O R L E A N S
M
IS
S
IS
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IP
P I
LOCATION & VICINITY MAPS AND INDEX OF DRAWINGS
COE BOAT DOCK
LON: -92 50' 55"N
LAT: 29 51' 47"W
LOCATION OF WORK
G-001
G-002
G-003
STAGE HYDROGRAPHS SOUTH SIDE
STAGE HYDROGRAPHS NORTH SIDEH-001
H-002
C-100 EXISTING SITE PLAN 1 OF 2
C-101 EXISTING SITE PLAN 2 OF 2
C-102 PROPOSED SITE PLAN
C-103 EXISTING WATER WELL DEMOLITION PLAN
C-104
C-106
C-107
S-101
S-102
S-103
E-101 ELECTRICAL SITE PLAN
E-102
P-003 WATER WELL PLAN & ELEVATION
NEW WATER WELL PUMP HOUSE-NORTH & SOUTH ELEV. VIEW
NEW WATER WELL PUMP HOUSE-EAST & WEST ELEV. VIEW
NEW WATER WELL PUMP HOUSE-FLOOR PLAN
14" PPC PILE DETAILS AND PILE SCHEDULE
PUMP HOUSE TYPICAL SECTIONS
G-004 TABULATIONS OF COORDINATES & EXISTING UTILITY & FACILITIES
B-101
B-102
B-103
B-104
PRECAST CONCRETE SLAB AND PILE LAYOUT
PRECAST CONCRETE SLAB AND PILE DETAILSS-105
S-104
S-106 MISC. DETAILS
S-107
S-108
WATER WELL DETAILS
EXHAUST FAN, LOUVER CIRCUIT DIAGRAM & SCHEMATIC
BORING LOG 1 OF 4
BORING LOG 2 OF 4
BORING LOG 3 OF 4
BORING LOG 4 OF 4
PROPOSED WATER LINE RELOCATION PLAN 1 OF 3
PROPOSED WATER LINE RELOCATION PLAN 2 OF 3C-105
PROPOSED WATER LINE RELOCATION PLAN 3 OF 3
C-102A CONTRACTOR STAGING AREA & SILT FENCING
C-109
C-108 EXISTING SURVEY - PLAN VIEW
STATION 0+00 TO STATION 0+40
NEW WATER WELL BUILDING CROSS SECTIONS
C-110
STATION 0+60 TO STATION 1+00
NEW WATER WELL BUILDING CROSS SECTIONS
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S1 0.047
C
BF = BOTTOM FACE
BL
C
CL = CLEAR COVER
CJ
C.I.
C.R.S.
O = DIAMETER
= CENTER LINE
EF = EACH FACE
NF
FF
ES = EQUALLY SPACED
OPT.
EL. OR ELEV.
MH = MANHOLE
O.C.
D.I. = DROP INLET
D.P.
G = GAS
D = DRAIN
F.H.
TF
STA.
= STANDARD HOOK
W/L = WALL LINE
P = POWER
T = TELEPHONE
S = SEWER
W = WATER
S.C.O.
TEL.M.H. = TELEPHONE MANHOLE
W.M.
W.V.
B/L
= CORROSION-RESISTANT STEEL
= DRAIN VALVE MANHOLE
= ELEVATION
= STATION
= WATER METER
= WATER VALVE
= CAST IRON
TL = TOP LAYER
D/S
U/S
= BASELINE
= ON CENTER
P.C.
H.S. = HIGH STRENGTH
ALT. SP. = ALTERNATE SPACING
AZ = AZIMUTH
= SUBBASELINE
TD
LS
LP = LIGHT POLE
E
STD. HK.
D.V. MH.
D.V. = DRAIN VALVE
CB = CATCH BASIN
TP = TEST PILE
U.O.N.
FS
= NEAR FACE
= LIGHT STANDARD
= OPTIONAL
= POINT OF CURVATURE
P.T. = POINT OF TANGENCY
SB/L
OS = OFFSET
= BOTTOM LAYER
= CENTER
= CONSTRUCTION JOINT
= DRAIN PIPE
= ELECTRICAL
= FIRE HYDRANT
= FAR FACE
= FAR SIDE
= SEWER CLEANOUT
= TRENCH DRAIN
= TOP FACE
= UNLESS OTHERWISE NOTED
NS = NEAR SIDE
N.T.S. = NOT TO SCALE
G R
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Q U
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O O
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SPACING
(M
IN
18 14
25 19
31 24
37 28
54 42
62 47
69 53
77 59
85 65
24 18
32 25
40 31
48 37
70 54
80 62
90 69
110 85
12 12
15 12
18 14
22 17
32 25
37 28
42 32
46 36
51 39
14 12
19 15
24 18
29 22
42 32
48 37
54 42
60 46
66 51
BAR SIZE
MINIMUM EMBEDMENT MINIMUM LAP LENGTH
TOP OTHER TOP OTHER TOP OTHER TOP OTHER
LENGTH, INCHES INCHES
MINIMUM EMBEDMENT MINIMUM LAP LENGTH
LENGTH, INCHES INCHES
BASIC TABLE ALTERNATE TABLE
GENERAL NOTES: CONCRETE NOTES:
REINFORCEMENT CLEARANCE DETAIL
NTS
EXTERNAL CORNERS, AND VERTICAL EXPANSION JOINTS.
MUST BE AT LEAST 2 BAR DIAMETERS.
B) DISTANCE FROM THE CENTER OF A BAR TO THE NEAREST CONCRETE SURFACE
A) CENTER-TO-CENTER BAR SPACING LATERALLY IS AT LEAST 3 BAR DIAMETERS.
1. USE THE BASIC TABLE IF ALL THE FOLLOWING CONDITIONS ARE MET:
MUST BE AT LEAST 2.5 BAR DIAMETERS.
B) DISTANCE FROM THE CENTER OF A BAR TO THE NEAREST CONCRETE SURFACE
A) CENTER-TO-CENTER BAR SPACING LATERALLY IS AT LEAST 5 BAR DIAMETERS.
2. THE ALTERNATE TABLE MAY BE USED IF ALL OF THE FOLLOWING CONDITIONS ARE MET:
OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR.
RESPECT TO A HORIZONTAL PLANE WHICH ARE PLACED SUCH THAT MORE THAN 12 INCHES
4. TOP BARS ARE HORIZONTAL BARS AND BARS INCLINED LESS THAN 45 DEGREES WITH
BARS. IF EPOXY-COATED BARS ARE USED, SEE ACI 318 FOR ADDITIONAL CONSIDERATIONS.
5. THE TABLES SHOWN ABOVE ARE FOR NORMAL WEIGHT CONCRETE AND UNCOATED REINFORCING
= DOWNSTREAM
= UPSTREAM
APPROPRIATE GUIDANCE.
TO-CENTER BAR SPACING LATERALLY IS LESS THAN 3 BAR DIAMETERS, SEE ACI 318 FOR
3. IF CONCRETE COVER OR EDGE DISTANCE IS LESS THAN 1 BAR DIAMETER OF THE CENTER-
2. REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH (Fy) OF 60,000 PSI.
ABBREVIATIONS
C.M.U. = CONCRETE MASONRY UNITS
CCA = CHROMATED COPPER ARSENATE
SECONDARY REINFORCEMENT FACE OF CONCRETE
PRIMARY REINFORCEMENT
ACCORDANCE WITH SP-66, AMERICAN CONCRETE INSTITUTE DETAILING MANUAL - 2004.
4. ALL BENDS OF REINFORCEMENT AND ALL BAR SPACERS AND SUPPORTS SHALL BE IN
GENERAL CROSS-REFERENCING SYMBOLS
EACH VIEW)
(CENTERED UNDER
VIEW SUBTITLE
SAME DRAWING
VIEW SHOWN ON
SECTION CUT W/
ANOTHER DRAWING
VIEW SHOWN ON
SECTION CUT W/
SAME DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
ANOTHER DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
FRONT SIDE
SECTION
ELEVATION
TOP
A
C-501
SCALE:
DETAIL/SECTION
D5
SCALE:
D5 DETAIL/SECTION
SUPPLEMENTAL INFORMATION
C-102
C-302
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON SAME
SECTION/DETAIL
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON ANOTHER
SECTION/DETAIL
A
SUPPLEMENTAL INFORMATION
PREFABRICATED METAL BLDG.
LIVE LOADS PER ASCE
WIND LOADS PER ASCE
WIND IMPORTANCE FACTOR
WIND EXPOSURE CATEGORY
DIRECTIONALITY COEFFICIENT (Kd)
TOPOGRAPHIC FACTOR (Kzt)
SEISMIC IMPORTANCE FACTOR (Ie)
SEISMIC DESIGN CATAGORY
SEISMIC RESISTING SYSTEM:
RESPONSE MODIFICAITION FACTOR(R)
IRREGULAR
REGULAR
SEISMIC BASE SHEAR - REGULAR
B
PER PEMB
EQUIV LATERAL FORCE
STRUCTURAL DESIGN CRITERIA
ALL DESIGNS SHALL CONFORM TO THE PROVISIONS OF
ACI 318-14 AND ASCE 7 AS APPLICABLE.
DESIGN LOADS
250 PSF
157 MPH
D
0.85
1.0
A N
D L
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S T
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(M
'' WWR = WELDED WIRE REINFORCEMENT
1. AZIMUTHS SHOWN ARE MEASURED CLOCKWISE FROM THE NORTH.
(NATIONAL AMERICAN VERTICAL DATUM 1988).
2. ELEVATIONS ARE IN FEET AND REFER TO NAVD88 (2009.55),
OUT OF SCALE.
SCALED. NTS IS SHOWN ONLY WHERE DRAWING IS OBVIOUSLY
5. DRAWINGS ARE GENERALLY TO SCALE, BUT SHOULD NOT BE
1.5
20 PSF
SITE CLASS
RISK CATEGORY IV
0.85DIRECTIONALITY FACTOR (Kd)
0.85GUST FACTOR (Gf)
RISK CATAGORY
PER PEMB
PER PEMB
PER PEMB
PER PEMB
PER PEMB
1RISK CATEGORY
ROOF LOAD
+/- 0.18
INTERNAL PRESSURE COEFS
SHOP BUILDINGS
AWNING
DESIGN PRESSURES
WINDWARD
LEEWARD
35.3 PSF
22.6 PSF
SD1 0.133
Fa 2.4
Fe 3.5
PER PEMBRESPONSE COEFFICIENT (CS)
SEISMIC ANALYTICAL PROCEDURE
D5
ASCE 7-16 RISK CATEGORY IV
IN THE FIELD.
APPROXIMATE. CONTRACTOR SHALL VERIFY ACTUAL DIMENSIONS
3. DIMENSIONS AND/OR ELEVATIONS MARKED THUS (+) ARE
SHOWN TO SCALE
4. DIMENSIONS AND/OR ELEVATIONS MARKED THUS (NTS) ARE NOT
28 DAYS, 90 DAYS IF POZZOLAN IS USED, UNLESS OTHERWISE NOTED.
1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 5,000 PSI AT
8.5 KIPS (APPROX.)
REINFORCEMENT EMBEDMENT AND SPLICE TABLES - 5,000 PSI
BUILDING SLAB
AISI
DEAD LOADS
TO THE START OF CONSTRUCTION.
DESIGN SUBMITTED TO USACE FOR REVIEW AND APPROVAL, PRIOR
THE DEAD LOAD SHALL BE INCLUDED WITHIN THE METAL BUILDING
MATERIALS, BUILDING USE, DESIGN CRITERIA, AND CALCULATIONS.
BUILDING MANUFACTURER BASED UPON STRUCTURAL MEMBERS,
FINAL DEAD LOAD SHALL BE DETERMINED BY THE CONTRACTOR/
ANTICIPATED LOADING, TO BE USED FOR BIDDING PURPOSES. THE
9. THE PREFABRICATED METAL BUILDING DEAD LOAD SHOWN IS THE
BUILDING SYSTEM REQUIRED FOR OTHER TRADES.
8. CONTRACTOR SHALL COORDINATE FRAMED OPENINGS IN METAL
SHOWN IS FOR CONCEPT ONLY.
BE SOLELY THE RESPONSIBLITY OF THE CONTRACTOR. THE FRAMING
7. DESIGN AND CONSTRUCTION OF THE METAL BUILDING SYSTEM SHALL
THROUGH B-104.
6. FOR BORING LOG INFORMATION, REFER TO PLAN SHEETS B-101
REINFORCEMENT NOTES:
BY THE STATE OF LOUISIANA)
IBC 2015 (WITH AMENDMENTS & REVISIONS
RISK CATEGORY IV
SS 0.078
SDS 0.125
Fv 4.2
SDC C
SEISMIC LOADS PER ASCE 7-16
" CHAMFER AT ALL EXPOSED JOINTS, EDGES,4
33. UNLESS OTHERWISE NOTED, PROVIDE
CONCRETE REINFORCING STEEL INSTITUTE.
5. REINFORCING BAR DESIGNATION NUMBERS CONFORM TO THE NUMBERING SYSTEM OF THE
6. REINFORCING BARS SHALL BE CONTINUOUS AT ALL CORNERS UNLESS OTHERWISE NOTED.
OFFICER.
OTHER OBSTRUCTIONS, SHALL BE BENT OR SHIFTED AS DIRECTED BY THE CONTRACTING
7. REINFORCEMENT, WHERE NECESSARY TO AVOID OPENINGS, PIPES, EMBEDDED ITEMS AND
SPLICES REQUIRED BY THE CONTRACTING OFFICER, WILL BE AT THE CONTRACTOR'S EXPENSE.
SPLICES OTHER THAN THOSE SHOWN ON THE DRAWINGS AND OTHER THAN ANY ADDITIONAL
ESSENTIAL TO CONSTRUCTIBILITY, SUBJECT TO APPROVAL BY THE CONTRACTING OFFICER.
ALLOWED TO MAKE SPLICES IN ADDITION TO THOSE INDICATED IN THE DRAWINGS, WHERE
SHALL BE BASED ON THE SMALLER BAR BEING LAPPED. THE CONTRACTOR WILL BE
EMBEDMENT LENGTHS WHERE LENGTHS ARE NOT OTHERWISE INDICATED. SPLICE LENGTHS
8. THE EMBEDMENT AND SPLICE TABLE SHALL BE USED IN DETERMINING LAP SPLICES AND
C/L OR L
IV
(SEE NOTE 9)
SCALE: 1" = 40'-0"
80'0 40'
SCALE:1"=40'
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X YPOINT
WATER WELL BUILDING
TABULATION OF NEW
NAME SHEET NUMBER DISPOSITION
OVERHEAD POWERLINE DO NOT DISTURB
OWNER
EXISTING UTILITIES AND FACILITIES AT CPCS
C-101 & C-102 ELECTRIC CO-OP, INC.
JEFFERSON DAVIS
DO NOT DISTURB ELECTRIC CO-OP, INC.
JEFFERSON DAVIS
DO NOT DISTURB
DO NOT DISTURB
DO NOT DISTURB
DO NOT DISTURB
DO NOT DISTURB
DO NOT DISTURB
DO NOT DISTURB
DO NOT DISTURB
DO NOT DISTURB
DO NOT DISTURB
TRANSFORMER POLE
UTILITY, 100KVA, 480V, 3PH, 60HZ
UNDERGROUND ELECTRIC
MANHOLE NO.1
EXISTING ELECTRICAL
GATE TOWER CONTROL
CONDUIT DUCTBANK TO
WATERLINE
EXISTING 3/4" DIAMETER
MANHOLE NO. 2
EXISTING ELECTRICAL
MANHOLE NO. 3
EXISTING ELECTRICAL
WELL SHED
EXISTING WATER
EXISTING CONCRETE SIDEWALK
EXISTING COVERED PATIO
EXISITING SHOP BUILDING
EXISTING CONCRETE RAMP
MAIN OFFICE BUILDING
DO NOT DISTURB
DO NOT DISTURB
DO NOT DISTURB
DO NOT DISTURB
EXTERIOR
MAIN OFFICE BUILDING
STORAGE BUILDING
EXISTING FIRE HYDRANT
DO NOT DISTURBTOWER CONTROL
EXISTING GATE
DO NOT DISTURB
DOCKING PLATFORM
EXISTING BOAT
CABINET
EXISTING ELECTRICAL
NEW SILT FENCE
AT END OF PROJECT
WILL BE REMOVED
CONTRACTOR
USACE,
OPERATIONS DIVISION
USACE,
OPERATIONS DIVISION
USACE,
OPERATIONS DIVISION
USACE,
OPERATIONS DIVISION
USACE,
OPERATIONS DIVISION
USACE,
OPERATIONS DIVISION
USACE,
OPERATIONS DIVISION
USACE,
OPERATIONS DIVISION
USACE,
OPERATIONS DIVISION
USACE,
OPERATIONS DIVISION
USACE,
OPERATIONS DIVISION
USACE,
OPERATIONS DIVISION
USACE,
OPERATIONS DIVISION
USACE,
OPERATIONS DIVISION
USACE,
OPERATIONS DIVISION
USACE,
OPERATIONS DIVISION
USACE,
OPERATIONS DIVISION
USACE,
OPERATIONS DIVISION
USACE,
W/NEW WATERLINE
REMOVE & REPLACE
SEE NOTE 1
RIGHT-OF-WAY TABULATONS & EXISTING UTILITY & FACILITIES
E X
IS
T
IN
G U
T
IL
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A C
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IT
IE
S
T A
B U
L A
T
IO
N S O
F C
O O
R D
IN
A T
E S
C-101
C-101
NOTES:
WELL BUILDING.
WILL BE CONSTRUCTED AS PART OF THE NEW WATER
2. NEW ELECTRICAL AND MECHANICAL COMPONENTS
STRUCTURE.
PROJECT) WILL REPLACE THE EXISTING WATER WELL
AND BUILDING (BEING CONSTRUCTED AS PART OF THIS
AT THE END OF THIS PROJECT. THE NEW WATER WELL
1. THE EXISTING WATER WELL SHED TO BE DEMOLISHED
C-101 & C-102
C-101 & C-102
C-101 & C-102
C-101 & C-102
C-101 & C-102
C-101 & C-102
C-101 & C-102
C-101 & C-102
C-101 & C-102
C-101 & C-102
C-101 & C-102
C-101 & C-102
C-101 & C-102
C-101 & C-102
C-101 & C-102
C-101 & C-102
C-101 & C-102
C-101 & C-102
CONTRACTOR
USACE,
BUILDING
EXISTING WATER WELL C-101
CONSTRUCTION
REMOVED DURING
WILL BE
RIGHT OF WAY
TABULATION OF REQUIRED
X YPOINT
A
X YPOINT
B
C
D
1519902.5389 438565.4795
1519976.8534 438632.3925
1520003.6189 438602.6673
1519929.3046 438535.7541
1519932.4798 438787.7477
1520097.5520 438604.4165
1519522.3472 438086.4998
1519357.2750 438269.8310
1519830.6689 438519.8687
1519840.2058 438528.4558
1519849.5739 438518.0518
1519840.0370 438509.4647
STAGING AREA
TABULATION OF REQUIRED
NEW ORLEANS DISTRICT
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
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D E
S
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D B
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D E
S C
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D
2 3
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4 5
A
B
M A
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A P
P R
D A
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F
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B E
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S
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S U
B M
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D B
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P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
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10 20 -2 -2
-1 -1
0 0
1 1
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3 3
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5 5
6 6
7 7
2010 2011 2012
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FEB
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10 20
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10 20
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10 20
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10 20
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10 20
DEC
10 20
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10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
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10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
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10 20
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10 20
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10 20
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10 20 -2 -2
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1 1
2 2
3 3
4 4
5 5
6 6
7 7
2013 2014 2015
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
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10 20
AUG
10 20
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10 20
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10 20
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10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
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10 20
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10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
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10 20
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10 20
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10 20
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10 20 -2 -2
-1 -1
0 0
1 1
2 2
3 3
4 4
5 5
6 6
7 7
2016 2017 2018
JAN
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FEB
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10 20
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10 20
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10 20
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10 20
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10 20
FEB
10 20
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10 20
APR
10 20
MAY
10 20
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10 20
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10 20
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10 20
SEP
10 20
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10 20
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10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20 -2 -2
-1 -1
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1 1
2 2
3 3
4 4
5 5
6 6
7 7
CATFISH POINT CONTROL STRUCTURE
STATION 70675 (NORTH SIDE)
NAVD88 (-2.2) OPUS 2014
NOD GAGE
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DISTRICT, VICKSBURG. GAPS IN THE STAGE HYDROGRAPH INDICATE NO READING AVAILABLE.
A MORE COMPLETE HISTORY OF RIVER STAGES IS AVAILABLE FROM THE U.S. ARMY ENGINEER
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THAT FUTURE WATER STAGES, DESPITE ANY APPARENT HISTORICAL PATTERNS, ARE DEPENDENT
FUTURE WATER STAGES. THE SUCCESSFUL OFFEROR IS EXPECTED TO UNDERSTAND THE FACT
THESE HYDROGRAPHS DEPICT HISTORICAL FACT ONLY, AND NO PREDICTION IS INTENDED AS TO
NOTE:
H-002
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MAR
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10 20
MAY
10 20
JUN
10 20
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10 20
AUG
10 20
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10 20
FEB
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10 20
MAY
10 20
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10 20
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10 20
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SEP
10 20
OCT
10 20
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10 20
DEC
10 20 -2 -2
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0 0
1 1
2 2
3 3
4 4
5 5
6 6
7 7
2010 2011 2012
JAN
10 20
FEB
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MAR
10 20
APR
10 20
MAY
10 20
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10 20
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10 20
AUG
10 20
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FEB
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10 20
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MAY
10 20
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10 20
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10 20
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10 20
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10 20
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10 20
NOV
10 20
DEC
10 20 -2 -2
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1 1
2 2
3 3
4 4
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6 6
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2013 2014 2015
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
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10 20
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10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
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10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
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10 20
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10 20 -2 -2
-1 -1
0 0
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6 6
7 7
2016 2017 2018
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
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10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20 -2 -2
-1 -1
0 0
1 1
2 2
3 3
4 4
5 5
6 6
7 7
CATFISH POINT CONTROL STRUCTURE
STATION NUMBER 70750 (SOUTHSIDE)
NAVD88 (-2.02) OPUS 2014
NOD GAGE
G E R
E A
D
IN
G S I
N
F
T
N A
V D
G E R
E A
D
IN
G S I
N
F
T
N A
V D
NEW ORLEANS DISTRICT
O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
A N
S I
D
H -4 -4
D J
G
N O
T E
D
J D
L
W P -2
-B -0
W P -1
-X -X
X X
X
M E
R M
E N
T A
U R
IV
E R
C A
T F
IS
H P
O
IN
T C
O N
T R
O L S
T R
U C
T U
R E
C A
M E
R O
N P
A R
IS
H L
O U
IS
IA
N A
D A
V
ID
P L
O V
E T
T P .E
W A
T E
R W
E L L R
E P
L A
C E
M E
N T
D J
M
M A
R C
H
U E
N
SCALE: 1" = 40'-0"
CATFISH POINT CONTROL STRUCTURE
RIGHT OF WAY
RIGHT OF WAY
80'0 40'
SCALE:1"=40'
C-100
H
C -1
.d g n
R
IG
H T O
F W
A Y
R
IG
H T O
F W
A Y
AND CHANNEL
SECTOR GATES
EXISTING CPCS
14S 5W 2R 13S 5W 35R
EXISTING SITE PLAN & RIGHT OF WAY - SHEET 1 OF 2
S H
E E
T O
F
E X
IS
T
IN
G S
IT
E P
L A
N
FACILITIES
EXISTING CPCS
WORK AREA
PROPOSED
CABINET
EXISTING ELECTRICAL
WATERLINE
CATFISH POINT CONTROL STRUCTURE
U E
E E
TOWER
GATE CONTROL
BUILDING
OFFICE
MAIN
U E
U E
S
ID
E W
A L
K
E X
IS
T
IN
G C
O N
C R
E T
EXISTING CONCRETE SIDEWALK
PATIO
COVERED
EXISTING
BUILDING
EXISTING SHOP
PLATFORM
ELEVATED GENERATOR
MANHOLE
EXISTING ELECTRICAL
MANHOLE NO.1
EXISTING ELECTRICAL
RAMP
EXISTING CONCRETE
14S 5W 2R 13S 5W 35R
BUILDING
STORAGE
EXISTING
CONTROL TOWER
DUCTBANK TO GATE
EXISTING CONDUIT
FIRE HYDRANT
EXISTING PLATFORM
BOAT DOCKING
EXISTING
HANDHOLE
ELECTRICAL
EXISTING
C/L OF SECTOR GATE
E
RIGHT OF WAY
RIGHT OF WAY
40'10'0 20'
SCALE:1"=20' C-101
H
C -1
.d g n
SCALE: 1" = 20'
N
NOTES:
S H
E E
T O
F
E X
IS
T
IN
G S
IT
E P
L A
N
EXISTING SITE PLAN - SHEET 2 OF 2
POWERLINE
OVERHEAD
STAIRS
EXISTING
(SEE NOTE 2)
NEW WATERLINE AS ON PLAN SHEET C-104.
2. THE EXISTING 3/4" DIA. WATERLINE TO BE REPLACED BY THE
AS PART OF THIS PROJECT.
UPON COMPLETION OF THE NEW WATER WELL CONSTRUCTED
1. THE EXISTING WATER WELL AND SHED WILL BE DEMOLISHED
(100KVA, 480V, 3PH, 60 HZ)
UTILITY TRANSFORMER POLE,
PAD
CONCRETE
EXISTING
WELL BUILDING
EXISTING WATER
EXISTING WATERLINE
NEW ORLEANS DISTRICT
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
A N
S I
D
H -4 -4
D J
G
N O
T E
D
J D
L
W P -2
-B -0
W P -1
-X -X
X X
X
M E
R M
E N
T A
U R
IV
E R
C A
T F
IS
H P
O
IN
T C
O N
T R
O L S
T R
U C
T U
R E
C A
M E
R O
N P
A R
IS
H L
O U
IS
IA
N A
D A
V
ID
P L
O V
E T
T P .E
W A
T E
R W
E L L R
E P
L A
C E
M E
N T
D J
M
M A
R C
H
EXISTING ELECTRICAL
CATFISH POINT CONTROL STRUCTURE
U E
E E
TOWER
GATE CONTROL
POWER LINE
OVERHEAD
BUILDING
OFFICE
MAIN
U E
U E
40'-0"
S
ID
E W
A L
K
E X
IS
T
IN
G C
O N
C R
E T
EXISTING CONCRETE SIDEWALK
PATIO
COVERED
EXISTING
BUILDING
EXISTING SHOP
PLATFORM
ELEVATED GENERATOR
MANHOLE
EXISTING ELECTRICAL
EXISTING CONCRETE SIDEWALK
MANHOLE NO.1
EXISTING ELECTRICAL
RAMP
EXISTING CONCRETE
14S 5W 2R 13S 5W 35R
BUILDING
STORAGE
EXISTING
WATER LINE
WATER LINE
CONTROL TOWER
DUCTBANK TO GATE
EXISTING CONDUIT
FIRE HYDRANT
EXISTING PLATFORM
BOAT DOCKING
EXISTING
HANDHOLE
ELECTRICAL
EXISTING
PAD
CONCRETE
EXISTING
C/L OF SECTOR GATE
E
RIGHT OF WAY
RIGHT OF WAY
40'10'0 20'
SCALE:1"=20' C-102
H
C -1
.d g n
SCALE: 1" = 20'
N
PROPOSED SITE PLAN
4 3
P R
O P
O S
E D S
IT
E P
L A
N
STAIRS
EXISTING
BUILDING
WATER WELL
PROPOSED NEW
WATER LINE
EXISTING
WATERLINE
PROPOSED 1-1/4" Ø
WATERLINE
PROPOSED 1-1/4" Ø
WATERLINE
PROPOSED 1-1/4" Ø
NEW ORLEANS DISTRICT
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
A N
S I
D
H -4 -4
D J
G
N O
T E
D
J D
L
W P -2
-B -0
W P -1
-X -X
X X
X
M E
R M
E N
T A
U R
IV
E R
C A
T F
IS
H P
O
IN
T C
O N
T R
O L S
T R
U C
T U
R E
C A
M E
R O
N P
A R
IS
H L
O U
IS
IA
N A
D A
V
ID
P L
O V
E T
T P .E
W A
T E
R W
E L L R
E P
L A
C E
M E
N T
D J
M
A P
R
IL
WATERLINE
PROPOSED 1-1/4" Ø
40'-0"
EXISTING CONCRETE SIDEWALK
100'-0"
250'-0"
'-0
SCALE: N.T.S
S
IL
T F
E N
C
IN
G
C O
N T
R A
C T
O R S
T A
G
IN
G A
R E
A
PROPOSED CONTRACTOR STAGING AREA & SILT FENCING
STAGING AREA
CONTRACTOR
BUILDING
STORAGE
EXISTING
BUILDING
WATER WELL
PROPOSED NEW
60'-0"
SHOWN TO REMAIN IN PLACE
REMOVED; OTHER TREES
EXISTING TREE TO BE
SILT FENCE
SILT FENCE
C-102A
A B
C D
H
C -1 a .d g n
1 2
WALKWAY
NEW CONCRETE
NEW ORLEANS DISTRICT
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
A N
S I
D
H -4 -4
D J
G
N O
T E
D
J D
L
W P -2
-B -0
W P -1
-X -X
X X
X
M E
R M
E N
T A
U R
IV
E R
C A
T F
IS
H P
O
IN
T C
O N
T R
O L S
T R
U C
T U
R E
C A
M E
R O
N P
A R
IS
H L
O U
IS
IA
N A
D A
V
ID
P L
O V
E T
T P .E
W A
T E
R W
E L L R
E P
L A
C E
M E
N T
D J
M
A P
R
IL
PLATFORM
GENERATOR
ELEVATED
N
EXISTING WATER WELL PUMP HOUSE DEMOLITION PLAN
SCALE: N.T.S.
E X
IS
T
IN
G W
A T
E R W
E L L P
U M
P H
O U
S E
C-103
D E
M O
L
IT
IO
N P
L A
N H
C -1
.d g n
BUILDING
WATER WELL
EXISTING
6'-4'
(DO NOT DISTURB)
GENERATOR PLATFORM
EXISTING ELEVATED
STORAGE TANK
EXISTING WATER
& WALLS
EXISTING ROOF
PROPERTY OF THE CONTRACTOR, AND REMOVED FROM THE PROJECT SITE.
EQUIPMENT IS TO BE DEMOLISHED. THE DEMOLISHED MATERIALS SHALL BECOME THE
3. THE DISPOSITION OF THE EXISTING WATER STORAGE TANK, PUMP, AND OTHER RELATED
ELECTRICAL COMPONENTS.
2. REFER TO ELECTRICAL PLAN SHEETS, E-101 & E-102 FOR DISPOSITION OF EXISTING
OF THE NEW WATER WELL. THE EXISTNG CONCRETE PAD AND SURFACING TO REMAIN.
1. THE EXISTING WATER WELL BUILDING TO BE DEMOLISHED AFTER COMPLETION
NOTES:
PAD (DO NOT DISTURB)
EXISTING CONCRETE
WELL BUILDING
EXISTING WATER
(TO REMAIN)
EXISTING SURFACING
FRAMING
EXISTING WOOD
& DRILLED WELL
EXISTING PUMP
EXISTING WATERLINE
PAD (TO REMAIN)
EXISTING CONCRETE
(DO NOT DISTURB)
EXISTING STAIRS
(DO NOT DISTURB)
EXISTING CONCRETE WALKWAY
NEW ORLEANS DISTRICT
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
A N
S I
D
H -4 -4
D J
G
N O
T E
D
J D
L
W P -2
-B -0
W P -1
-X -X
X X
X
M E
R M
E N
T A
U R
IV
E R
C A
T F
IS
H P
O
IN
T C
O N
T R
O L S
T R
U C
T U
R E
C A
M E
R O
N P
A R
IS
H L
O U
IS
IA
N A
D A
V
ID
P L
O V
E T
T P .E
W A
T E
R W
E L L R
E P
L A
C E
M E
N T
D J
M
M A
R C
H
PLATFORMGENERATORELEVATED
U E
PAD
CONCRETE
EXISTING
N
SCALE: N.T.S.
EXISTING CONCRETE SIDEWALK
E X
IS
T
IN
G C
O N
C R
E T
E S
ID
E W
A L
K
C-104
H
C -1
.d g n
41'-0"
95'-0"
NOTES:
GENERATOR PLATFORM
EXISTING ELEVATED
(TO BE DEMOLISHED)
WELL BUILDING
EXISTING WATER
DEMOLISHED)
(TO BE REMOVED &
EXISTING WATERLINE
SEE NOTE 2
PROPOSED WATERLINE RELOCATION PLAN 1 OF 3
P L
A N O
F
P R
O P
O S
E D W
A T
E R
L
IN
E R
E L
O C
A T
IO
ELECTRIC
UNDERGROUND
& DEMOLISHED)
(TO BE REMOVED
(SEE NOTE 4)
(SEE NOTE 4)
(S E
E N
O T
E
POWER LINE
EXISTING OVERHEAD
WATER LINE
WATER LINE
SEE NOTE 3
WATER LINE
WATER LINE
POWER LINE
EXISTING OVERHEAD
THE CONTRACTOR TO VERIFY ACTUAL DIMENSIONS IN THE FIELD.
ARE ESTIMATED, AND SHALL BE USED FOR BIDDING PURPOSES.
4. THE LENGTH OF NEW WATERLINE PROVIDED ON THE DRAWINGS
WATERLINE AT THIS LOCATION.
3. CONTRACTOR TO TIE NEW WATERLINE TO EXISTING
FACILITIES SHALL BE REMOVED & DEMOLISHED.
FACILITIES. THE EXISTING WATER SUPPLY LINE TO THESE
WATERLINE INTO THE EXISTING CONNECTIONS AT THESE
(BUILDING #834). THE CONTRACTOR TO TIE THE NEW
THE EXISTING SHOPS BUILDING AND MAIN OFFICE BUILDING
2. THE NEW 1-1/4" DIAMETER WATER LINE SHALL CONTINUE TO
TO CONSTRUCTION OF THE NEW WATER WELL BUILDING.
SHALL VERIFY THE ACTUAL LOCATIONS IN THE FIELD, PRIOR
POINTS SHOWN ARE APPROXIMATE. THE CONTRACTOR
1. THE LOCATION OF THE EXISTING WATERLINE AND TIE-IN
(S E
E N
O T
E
HYDRANT
TO EXISTING FIRE
WATER LINE SUPPLY
NEW ORLEANS DISTRICT
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
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D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
A N
S I
D
H -4 -4
D J
G
N O
T E
D
J D
L
W P -2
-B -0
W P -1
-X -X
X X
X
M E
R M
E N
T A
U R
IV
E R
C A
T F
IS
H P
O
IN
T C
O N
T R
O L S
T R
U C
T U
R E
C A
M E
R O
N P
A R
IS
H L
O U
IS
IA
N A
D A
V
ID
P L
O V
E T
T P .E
W A
T E
R W
E L L R
E P
L A
C E
M E
N T
D J
M
M A
R C
H
E
BUILDING
OFFICE
MAIN
PATIO
COVERED
EXISTING
BUILDING
EXISTING SHOP
WATER LINE
E X
IS
T
IN
G C
O N
C R
E T
E S
ID
E W
A L
K
NOTES:
32'-0"
110'-0"
U E
WATER LINE
PAD
CONCRETE
EXISTING
SCALE: N.T.S.
PROPOSED WATERLINE RELOCATION PLAN 2 OF 3
WATER LINE
PROPOSED
NEW ORLEANS DISTRICT
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
A N
S I
D
H -4 -4
D J
G
N O
T E
D
J D
L
W P -1
-X -X
X X
X
M E
R M
E N
T A
U R
IV
E R
C A
T F
IS
H P
O
IN
T C
O N
T R
O L S
T R
U C
T U
R E
C A
M E
R O
N P
A R
IS
H L
O U
IS
IA
N A
D A
V
ID
P L
O V
E T
T P .E
W A
T E
R W
E L L R
E P
L A
C E
M E
N T
S B
P L
A N O
F
P R
O P
O S
E D W
A T
E R
L
IN
E R
E L
O C
A T
O N
(SEE NOTE 3)
SEE NOTE 1
SEE NOTE 1
(SEE NOTE 2)
C-105
M A
R C
H
(SEE NOTE 3)
(S E
E N
O T
E
(S E
E N
O T
E
W P -2
-B -0
H
C -1
.d g n
THE CONTRACTOR TO VERIFY ACTUAL DIMENSIONS IN THE FIELD.
ARE ESTIMATED, AND SHALL BE USED FOR BIDDING PURPOSES.
3. THE LENGTH OF NEW WATERLINE PROVIDED ON THE DRAWINGS
FACILITIES SHALL BE REMOVED & DEMOLISHED.
FACILITIES. THE EXISTING WATER SUPPLY LINE TO THESE
WATERLINE INTO THE EXISTING CONNECTIONS AT THESE
(BUILDING #834). THE CONTRACTOR TO TIE THE NEW
THE EXISTING SHOPS BUILDING AND MAIN OFFICE BUILDING
2. THE NEW 1-1/4" DIAMETER WATER LINE SHALL CONTINUE TO
OF THE NEW WATER WELL BUILDING.
THE ACTUAL LOCATIONS IN THE FIELD, PRIOR TO CONSTRUCTION
SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY
1. THE LOCATION OF THE EXISTING WATERLINE AND TIE-IN POINTS
NOTES:
SEE NOTE 4
WATER LINE
SCALE: N.T.S.
PROPOSED WATERLINE RELOCATION PLAN 3 OF 3
MAIN OFFICE BUILDING
BUILDING
EXISTING STORAGE
WATER LINE
WATER LINE
SEE NOTE 1
WELL BUILDING
PROPOSED NEW WATER
NEW ORLEANS DISTRICT
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
A N
S I
D
H -4 -4
D J
G
N O
T E
D
J D
L
W P -1
-X -X
X X
X
M E
R M
E N
T A
U R
IV
E R
C A
T F
IS
H P
O
IN
T C
O N
T R
O L S
T R
U C
T U
R E
C A
M E
R O
N P
A R
IS
H L
O U
IS
IA
N A
D A
V
ID
P L
O V
E T
T P .E
W A
T E
R W
E L L R
E P
L A
C E
M E
N T
S B
C-106
P L
A N O
F
P R
O P
O S
E D W
A T
E R
L
IN
E R
E L
O C
A T
O N
123'-0"
DISCHARGE LINE
WATER LINE
(SEE NOTES 2 & 3)
(SUPLY LINE)
(S E
E N
O T
E
(S E
E N
O T
E
(FRONT OF BUILDING)
PERSONNEL DOOR SIDE
W P -2
-B -0
M A
R C
H
H
C -1
.d g n
EXISTING WATERLINE CONNECTION AT THIS LOCATION.
4. CONTRACTOR TO TIE NEW SUPPLY WATERLINE TO
ACTUAL DIMENSIONS IN THE FIELD.
BIDDING PURPOSES. THE CONTRACTOR TO VERIFY
DRAWINGS ARE ESTIMATED, AND SHALL BE USED FOR
3. THE LENGTH OF NEW WATERLINE PROVIDED ON THE
REMOVED & DEMOLISHED.
WATER SUPPLY LINE TO THESE FACILITIES SHALL BE
CONNECTIONS AT THESE FACILITIES. THE EXISTING
TO TIE THE NEW WATERLINE INTO THE EXISTING
OFFICE BUILDING (BUILDING #834). THE CONTRACTOR
CONTINUE TO THE EXISTING SHOPS BUILDING AND MAIN
2. THE NEW 1-1/4" DIAMETER WATER LINE SHALL
FURNISHED AND INSTALLED BY THE CONTRACTOR.
THE 3" AND 1-1/4" DIAMETER WATERLINE, SHALL BE
OUTSIDE THE LIMITS OF THE PRECAST SLAB. BOTH
1-1/4" DIAMETER WATERLINE A MINIMUM OF 3'-0"
SHEET P-003 FOR DETAILS), SHALL TIE INTO THE NEW
1. THE NEW 3" DIAMETER SUPPLY LINE (REFER TO PLAN
C-110 FOR DETAILS
(SEE SHEET C-108 &
NEW CONCRETE WALKWAY
P
M P H
O U
S E T
Y P
IC
A L S
E C
T
IO
N
NOTES:
2' 4'0 1'
SCALE:1/2"=1'-0" C-107
H
C -1
.d g n
OF SLOPES.
TO PLACEMENT OF EMBANKMENT FILL AND PRIOR TO FIELD FITTING
THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER PRIOR
FILL TO DRAIN AWAY FROM BOTH EXISTING AND NEW STRUCTURES.
2. THE CONTRACTOR SHALL SLOPE THE NEWLY PLACED EMBANKMENT
SECTIONS.
EMBANKMENT, COMPACTED FILL AS SHOWN ON THE BELOW TYPICAL
1. THE CONTRACTOR SHALL SEED AND MULCH THE NEWLY PLACED
NEW ORLEANS DISTRICT
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
A N
S I
D
H -4 -4
D J
G
N O
T E
D
J D
L
W P -2
-B -0
W P -1
-X -X
X X
X
M E
R M
E N
T A
U R
IV
E R
C A
T F
IS
H P
O
IN
T C
O N
T R
O L S
T R
U C
T U
R E
C A
M E
R O
N P
A R
IS
H L
O U
IS
IA
N A
D A
V
ID
P L
O V
E T
T P .E
W A
T E
R W
E L L R
E P
L A
C E
M E
N T
D J
M
A P
R
IL
28'-0"
" = 1'-0"2
1SCALE:
EL. 2.25 (VARIES)
EXISTING GROUND
5'-0"
12'-7"
LIMITS OF SEEDING AND MULCHING LIMITS OF SEEDING AND MULCHING
SLOPE TO DRAIN
SOUTH ELEVATION
ROOF SLOPE
1V:2.5H
(ALL AROUND)
OF SLAB TO EMBANKMENT
EL. 6.5; 3" OFFSET FROM TOP
29'-0" 37'-0"
EL. 6.48
EL. 2.15
(NEW WATER WELL & EQUIPMENT)
PRE-FABRICATED BUILDING
EXISTING GROUND
EMBANKMENT, COMPACTED FILL
SPLASH PAD (TYP.)
30"x9-1/2"X2" CONCRETE
37'-0"
EXISTING GROUND
EMBANKMENT, COMPACTED FILL
(SEE NOTE 2)
1V:8.5H
EL. 2.25 (VARIES)
EXISTING GROUND
" = 1'-0"2
1SCALE:
5'-0"
15'-0"
LIMITS OF SEEDING AND MULCHING
SLOPE TO DRAIN
EAST ELEVATION
38'-4"
(NEW WATER WELL & EQUIPMENT)
PRE-FABRICATED BUILDING
EXISTING GROUND
EXISTING GROUND
EL. 6.5
EL. 6.48
EL. 3.5
EL. 1.94
EMBANKMENT, COMPACTED FILL
SPLASH PAD (TYP.)
30"x9-1/2"X2" CONCRETE 1V:9.2H
SIDEWALK
EXISTING CONCRETE
(OUTSIDE THE LIMITS OF THE CONCRETE WALKWAY)
LIMITS OF SEEDING AND MULCHING
(28'-0" X 3'-0" WIDE)
4" THICK CONCRETE WALKWAY
EL. 6.3
TOP CONCRETE SLAB EL. 6.5
EXISTING STORAGE BUILDING
1V:8.5H
EMBANKMENT (ALL AROUND)
OF SLAB TO CONCRETE &
EL. 6.5; 3" OFFSET FROM TOP
D
C
B
A
EXISTING STORAGE
BUILDING DO NOT
C/L EXISTING STORAGE BUI LDING /
C/L NEW WATER WEL L BUI LDING�,�0x
EXISTING SURVEY - PLAN VIEW
SCALE: 1/8" = 1'-0"
PROPOSED NEW -----,
WATER WEL L BUI LDING
o,.
i9o ;0 o'lsi/��, / , 7 -C-/L_O_F----,-S_U __ R_V
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ox
4" THI CK CONCRETE
WALKWAY SEE NOTE 2)
EXISTING SIDEWALK
4 5
NOTES:
1. THE EXISTING GROUND SURVEYS USED AS PART OF THIS PROJECT WERE
TAKEN FROM SURVEY JOB NO. 20-092S, "CATFISH POINT CONTROL STRUCTURE,
NEW WATER WELL". ELEVATIONS ARE IN FEET AND REFER TO
NAVD88 (EPOCH 2009.55) VERTICAL DATUM.
2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ANO CONCRETE MIX
DESIGN FOR THE NEW CONCRETE WALKWAY FOR REVIEW AND APPROVAL BY
THE GOVERNMENT. THE NEW CONCRETE WALKWAY SHALL TIE INTO THE EXISTING
WALKWAY AS SHOWN.THE MINIMUM CONCRETE STRENGTH SHALL BE 3,000 PSI
@28 DAYS.
r
�EXISTING RI PRAP
PLAN
NORTH
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NEW ORLEANS DISTRICT
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SHEET
IDENTIFICATION
C-108
C -1
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C-109
0 20'10'
SCALE: 1"= 10'
NOTES:
CONSULT WITH CONTRACTING OFFICER, PRIOR TO ADJUSTMENTS.
AND SLOPES AS DEEMED NECESSARY TO ENSURE PROPER DRAINAGE.
4. THE CONTRACTOR SHALL FIELD FIT NEW EMBANKMENT ELEVATIONS
BUILDING. REFER TO PLAN SHEET C-108 FOR DETAILS.
WELL BUILDING ALONG THE EXISTING CENTERLINE OF THE STORAGE
3. THE CONTRACTOR SHALL PLACE THE CENTER OF THE NEW WATER
2. ELEVATIONS ARE IN FEET AND REFER TO NAVD 88 (2009.55).
ALONG THE SURVEY CENTERLINE DEPICTED ON PLAN SHEET C-108.
1. THE STATIONS SHOWN ON THE BELOW CROSS SECTIONS WERE TAKEN
STATION 0+00 TO STATION 0+40
SCALE: 1" = 10'-0"
T
A T
IO
N
T
O S
T A
T
IO
N
C R
O S
S S
E C
T
IO
W W
A T
E R W
E L L B
U
IL
D
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0
0+00
10 20 30 40 50
-10
-10
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0
0+20
10 20 30 40 50
-10
-10
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0
0+40
10 20 30 40 50
-10
-10
EXISTING GROUND
EL. 6.34
EL. 3.94EL. 4.15
EL. 3.08
C/L NEW WATER WELL BUILDING
C/L EXISTING STORAGE BUILDING /
4'-8"
EL. 6.00
C/L NEW WATER WELL BUILDING
C/L EXISTING STORAGE BUILDING /
4'-8"
(DO NOT DISTURB)
(ACTUAL SIZE TO BE VERIFIED IN FIELD)
EXISTING STORAGE BUILDING
SIDEWALK
EXISTING CONCRETE
(DO NOT DISTURB)
(ACTUAL SIZE TO BE VERIFIED IN FIELD)
EXISTING STORAGE BUILDING
EXISTING GROUND
EL. 2.22
EL. 3.03
EL. 5.31 EL. 6.00
EL. 3.67
4'-8"
C/L NEW WATER WELL BUILDING
C/L EXISTING STORAGE BUILDING /
SIDEWALK
EXISTING CONCRETE
EXISTING GROUND
EL. 2.15
EMBANKMENT, COMPACTED FILL EL. 6.48 EL. 6.50
EL. 3.38
SIDEWALK
EXISTING CONCRETE
C/L SURVEY
C/L SURVEY
C/L SURVEY
NEW ORLEANS DISTRICT
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
A N
S I
D
H -4 -4
D J
G
N O
T E
D
J D
L
W P -2
-B -0
W P -1
-X -X
X X
X
M E
R M
E N
T A
U R
IV
E R
C A
T F
IS
H P
O
IN
T C
O N
T R
O L S
T R
U C
T U
R E
C A
M E
R O
N P
A R
IS
H L
O U
IS
IA
N A
D A
V
ID
P L
O V
E T
T P .E
W A
T E
R W
E L L R
E P
L A
C E
M E
N T
D J
M
A P
R
IL
C -1
.d g n
C-110
0 20'10'
SCALE: 1"= 10'
NOTES:
CONSULT WITH CONTRACTING OFFICER, PRIOR TO ADJUSTMENTS.
AND SLOPES AS DEEMED NECESSARY TO ENSURE PROPER DRAINAGE.
4. THE CONTRACTOR SHALL FIELD FIT NEW EMBANKMENT ELEVATIONS
BUILDING. REFER TO PLAN SHEET C-108 FOR DETAILS.
WELL BUILDING ALONG THE EXISTING CENTERLINE OF THE STORAGE
3. THE CONTRACTOR SHALL PLACE THE CENTER OF THE NEW WATER
2. ELEVATIONS ARE IN FEET AND REFER TO NAVD 88 (2009.55).
ALONG THE SURVEY CENTERLINE DEPICTED ON PLAN SHEET C-108.
1. THE STATIONS SHOWN ON THE BELOW CROSS SECTIONS WERE TAKEN
STATION 0+60 TO STATION 1+00
SCALE: 1" = 10'-0"
T
A T
IO
N
T
O S
T A
T
IO
N
C R
O S
S S
E C
T
IO
W W
A T
E R W
E L L B
U
IL
D
WALKWAY (28' X 3' WIDE)
EL. 5.16
EL. 5.16
EL. 3.09
1V:8.5H
1V:8.5H
1V:8.5H
1V:9.2H
1V:9.2H
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0
0+60
10 20 30 40 50
-10
-10
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0
0+80
10 20 30 40 50
-10
-10
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0
1+00
10 20 30 40 50
-10
-10
EMBANKMENT, COMPACTED FILL EL. 6.48
EXISTING GROUND
EL. 6.50
15'-0"
4'-8"
EL. 3.5
4" THICK CONCRETE
EL. 1.94
C/L NEW WATER WELL BUILDING
C/L EXISTING STORAGE BUILDING /
4'-8"
C/L NEW WATER WELL BUILDING
C/L EXISTING STORAGE BUILDING /
C/L NEW WATER WELL BUILDING
C/L EXISTING STORAGE BUILDING /
4'-8"
SLOPE TO DRAIN
SIDEWALK
EXISTING CONCRETE
TO SLOPE EMBANKMENT TO DRAIN AWAY FROM SIDEWALK
GROUND AT C/L SURVEY STATION 1+00. CONTRACTOR
*EMBANKMENT COMPACTED FILL TRANSITIONS TO NATURAL
SIDEWALK
EXISTING CONCRETE
EXISTING GROUND
EL. 1.70
SIDEWALK
EXISTING CONCRETE
EXISTING GROUND
EL. 1.85
EMBANKMENT, COMPACTED FILL
EMBANKMENT, COMPACTED FILL
C/L SURVEY
C/L SURVEY
C/L SURVEY
(NEW WATER WELL & EQUIPMENT)
PRE-FABRICATED METAL BUILDING
EL. 3.0
EL. 3.26
NEW ORLEANS DISTRICT
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
A N
S I
D
H -4 -4
D J
G
N O
T E
D
J D
L
W P -2
-B -0
W P -1
-X -X
X X
X
M E
R M
E N
T A
U R
IV
E R
C A
T F
IS
H P
O
IN
T C
O N
T R
O L S
T R
U C
T U
R E
C A
M E
R O
N P
A R
IS
H L
O U
IS
IA
N A
D A
V
ID
P L
O V
E T
T P .E
W A
T E
R W
E L L R
E P
L A
C E
M E
N T
D J
M
A P
R
IL
S -1
.d g n
S-101
N O
R T
H
S O
U T
H E
L E
V A
T
IO
N
N E
W W
A T
E R
W E
L L
P U
M P
H O
U
2' 4'0 1'
SCALE:1/2"=1'-0"
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
H -4
-4
D J G
N O
T E
D
J D
L
W P
-2
-B
-0
W P
-1
-X
-X X
X X
M E
R M
E N
T A
U R
IV
E
R
C A
T F
IS
H
P O
IN
T
C O
N T
R O
L S
T R
U C
T U
R E
C A
M E
R O
N P
A R
IS
H
L
O U
IS
IA
N A
D A
V
ID
P L
O V
E T
T P
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W A
T E
R W
E L
L R
E P
L A
C E
M E
N T
D
JM
A P
R
IL
" = 1'-0"2
1SCALE:
COMPACTED FILL EL. 6.50
NEW EMBANKMENT,
EL. 2.75 (VARIES)
EXISTING GROUND
" = 1'-0"2
1SCALE:
COMPACTED FILL EL. 6.50
NEW EMBANKMENT,
EL. 2.75 (VARIES)
EXISTING GROUND
FINISHED FLOOR EL. 6.75
TOP OF CONCRETE
15'-0"
3'-0"x7'-0"
PERSONNEL DOOR
FINISHED FLOOR EL. 6.75
TOP OF CONCRETE
EAST ELEVATION WEST ELEVATION
(NEW PUMP HOUSE)
PRE-FABRICATED BUILDING
DOWNSPOUTS
GUTTER AND
EQUIPMENT)
(NEW WATER WELL &
PRE-FABRICATED BUILDING
ROOF RIDGE CAP
AND DETAILS
PLAN SHEET S-108, FOR PILE TIP ELEVATION
14"x14" PRE-STRESSED CONCRETE, REFER TO
AND DETAILS
PLAN SHEET S-108, FOR PILE TIP ELEVATION
14"x14" PRE-STRESSED CONCRETE, REFER TO
S -1
.d g n
S-102
E A
S T
W
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N
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W W
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P U
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1' 2'0 6"
SCALE:1-1/2"=1'
2' 4'0 1'
SCALE:1/2"=1'-0"
NEW ORLEANS DISTRICT
S O
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N
C O
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R A
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N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
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D J G
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-0
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-X X
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" = 1'-0"2
1SCALE: " = 1'-0"2
1SCALE:
NOTES:12'-7"
12'-7"
CPCS-XXXX
BLDG.-XXX
SPLASH PAD (TYP.)
30"x9-1/2"X2" CONCRETE
NOTES
SIGN SEE
3'-0"x7'-0"
PERSONNEL DOOR
2 SPLASH PAD (TYP.)
30"x9-1/2"X2" CONCRETE
FINISHED FLOOR EL. 6.75
TOP OF CONCRETE
MANUFACTURER RECOMMENDATIONS.
(ALL AROUND SLAB). DETAILS SHALL BE PER PRECAST
RECESS TO PREVENT WATER INSTRUSION INTO THE BUILDING
7. CONTRACTOR TO PROVIDE DRIP EDGE & WALL BLOCKOUT
INTO THE NEW BUILDING DESIGN.
6. NO WINDOWS OR WINDOW CUTOUTS SHALL BE INCORPORATED
FRAMING SHOWN FOR CONCEPT ONLY.
SHALL BE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR.
5. DESIGN AND CONSTRUCTION OF THE METAL BUILDING SYSTEM
BOTTOM "CPCS-XXXX".
4. SIGN ON BUILDING SHALL SHOW ON TOP "BLDG-XXX" AND ON
CONCEALED FROM VIEW.
BY MANUFACTURER. MOUNTING HARDWARE SHALL BE
EXPANSION BOLTS OF NUMBER AND SIZE AS RECOMMENDED
3. MOUNT SIGN USING U-BRACKET, SCREW CAPS, AND/OR
ACRYLIC POLYURETHANE FINISH SHALL BE PROVIDED.
HELVETICA MEDIUM. BAKED ENAMEL OR TWO-COMPONET
FOR PROTECTION UNTIL INSTALLATION. TYPEFACE SHALL BE
SPECIAL DEGREASING BATH. LETTERS SHALL BE PACKAGED
CHEMICAL ETCHING OR CLEANING ULTRASONICALLY IN A
INCH ALUMINUM SHEET. LETTERS SHALL BE CLEANED BY
2. LETTERS SHALL BE FABRICATED FROM CAST ALUMINUM 0.090
ARE PERMITTED.
USING AN UPPER CASE LETTER "X". LOWER CASE LETTERS
THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASURED
BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH
1:10. CHARACTERS AND NUMBERS ON INDICATED SIGNS SHALL
AND A STROKE-TO-WIDTH-TO-HEIGHT RATIO BETWEEN 1:15 AND
SHALL HAVE A WIDTH-TO-HEIGHT RATIO BETWEEN 3:5 AND 1:5
1. LETTERS AND NUMBERS ON INDICATED SIGNS FOR BUILDINGS
EL. 6.75
FINISHED FLOOR
TOP OF CONCRETE
SOUTH ELEVATION NORTH ELEVATION
SLOPE
1V:2.5H ROOF
COMPACTED FILL EL. 6.5
NEW EMBANKMENT,
COMPACTED FILL EL. 6.5
NEW EMBANKMENT,
AND DETAILS
PLAN SHEET S-108, FOR PILE TIP ELEVATION
14"x14" PRE-STRESSED CONCRETE, REFER TO
AND DETAILS
PLAN SHEET S-108, FOR PILE TIP ELEVATION
14"x14" PRE-STRESSED CONCRETE, REFER TO
SLOPE
1V:2.5H ROOF
ROOF RIDGE CAP
SPOUTS (TYP)
GUTTER AND DOWN
ROOF RIDGE CAP
CPCS-XXXX
BLDG.-XXX
DETAIL-BUILDING SIGN
SCALE: 1-1/2" = 1'-0"1
SCALE: 1-1/2" = 1'-0"
DETAIL-WALL TO SLAB RECESS
PRECAST CAPSILL
"2
"4
(SEE NOTE 8)
WALL PANEL
EL. 6.5
TOP EL. 6.75
PRECAST SLAB
S -1
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F L
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N
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W W
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0 1' 2'
SCALE:1"=1'
N
NEW ORLEANS DISTRICT
S O
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N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
W O
R L E
A N
S D
IS
T R
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X X
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T C
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N A
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W A
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R W
E L L R
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L A
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D J
M
M A
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1S
SLAB
PRECAST CONCRETE
DIAGONAL
HSS4X4X1/4
3'-0" X 7'-0"
PERSONNEL DOOR
WALL PANEL
EXTERIOR BUILDING
14'-0"
SCALE: 1" = 1'-0"
NEW WATER WELL PUMP HOUSE FLOOR PLAN
1'-1"
"2
NOTES:
P R
E C
A S
T C
O N
C R
E T
E S
L A
B
(TYP.) SEE NOTES
BUILDING COLUMN
PRE-ENGINEERED
M
IN
IM
U M D
IS
T A
N C
E
TOP OF SLAB, EL. 6.75
10" THICK CONCRETE SLAB
COLUMN (TYP.)
HSS 6"X6"X5/16"
"4 36'-9 "2
11'-5
PRECAST CONCRETE SLAB
13'-9"
P R
E -E
N G
IN
E E
R E
D M
E T
A L B
U
IL
D
IN
G
2'-9"
METAL PLATE (TYP.)
1'-6"x1'-6" EMBEDDED
OF THE CONTRACTOR.
ALL STEEL SHALL BE DESIGNED BY, AND IS THE RESPONSIBILITY
2. THE STEEL MEMBERS SHOWN ARE CONCEPTUAL ONLY.
POSITIONED OVER PILES P1, P2, P3 AND P4.
1. THE PRE-ENGINEERED BUILDING COLUMNS SHALL BE
PRE-ENGINEERED METAL BUILDING
S -1
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S-104
P
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A S
T C
O N
C R
E T
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L A
B A
2' 4'0 1'
SCALE:1/2"=1'-0"
N
NEW ORLEANS DISTRICT
S O
L
IC
IT
A T
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N N
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F
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A M
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D W
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D B
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N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
W O
R L E
A N
S D
IS
T R
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X X
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EL. 2.75 (VARIES)
EXISTING GROUND
" = 1'-0"2
1SCALE:
14'-0"
1'-1"
6"
14'-0"
1'-1" 11'-10"
P1 P2
P3 P4
PLAN VIEW - FOUNDATION PILES AND PRECAST CONCRETE SLAB
ELEVATION VIEW - FOUNDATION PILES AND PRECAST CONCRETE SLAB
" = 1'-0"2
1SCALE:
S-105
S-105
SLAB, EL. 6.75
10" THICK CONCRETE
SQUARE CONCRETE PILE (TYP.)
14"X14" PRESTRESSED PRECAST
FINISHED FLOOR EL. 6.75
TOP OF CONCRETE
L OF PILE & COLUMN
C
L O
F P
IL
E C
O L
U M
N C
COMPACTED FILL EL. 6.5
NEW EMBANKMENT,
(NEW WATER WELL & EQUIPMENT)
PRE-FABRICATED METAL BUILDING
SLAB
PRECAST CONCRETE
S -1
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S-105
P
IL
E D
E T
A
IL
S
P R
E C
A S
T C
O N
C R
E T
E S
L A
B A
NOTES:
0 1' 2'
SCALE:1"=1'
METAL BUILDING SYSTEMS.
SLAB AND PILE CAPSILL IN CONJUNCTION WITH DESIGN OF THE
THE CONTRACTOR WILL BE RESPONSIBLE FOR DESIGN OF THE
PRECAST CONCRETE SLAB AND CAPSILL IS CONCEPTUAL ONLY.
1. THE CONCRETE AND REINFORCEMENT DETAILS SHOWN IN THE
SLAB REINFORCEMENT DETAILS.
2. REFER TO PLAN SHEET S-106 FOR THE PRECAST CONCRETE
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
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C K
D B
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D E
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D B
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D E
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D A
T E
M A
R K
D E
S C
R
IP
T
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N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
N S
D
IS
T R
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W O
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N S
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N A
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-4
D J G
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-B
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-X X
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LC
AFTER #8 REBAR HAS BEEN INSTALLED)
2 LAYERS NO. 30 TERRED FELT
TOP OF PILE
EL. 4.42
#8 GALV. REBAR HAS BEEN INSTALLED)
WITH NON-SHRINK GROUT AFTER
2-1/2" x 6" OBLONG HOLES (FILL
(STIRRUPS)
#4 BAR @ 10" O.C.
#8 REBARS
L
B
PILE RECESS
SECTION
SCALE: 1" = 1'-0"
A
TOP OF CONCRETE SLAB EL. 6.75
(OR APPROVED EQUAL)
HIGH PERFORMANCE GROUT
DAYTON SURE GRIP
SECTION
12'-10"
1'-2"
2'-4"
2" CLR
"2
SCALE: N.T.S.
14"
1'-6"5" 5"
B1
S-104
B2
S-104
PRECAST CONCRETE SLAB
CAPSILL (TYP.)
PRECAST CONCRETE
FOR DETAILS)
(SEE PLAN SHEET S-108
PRECAST CONCRETE PILE
CAPSILL
PRECAST CONCRETE
PILE (TYP.)
PRECAST CONCRETE
5000 PSI STRENGTH
PRECAST CONCRETE SLAB,
PIN HOLE
3" DIA. X 1'-6" PILE
#10 x 2'-4" GALV. REBAR, IN
BEFORE BLOCKOUT)
#8 BARS (TO TERMINATE
TOP & BOT
C #8 GALV. REBAR, 1'-0" LONG
S -1
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S-106
M
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C D
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1' 2'0 6"
SCALE:1-1/2"=1'
0 3" 6" 9" 12"
SCALE: 3"=1'
0 1' 2' 3'
SCALE:3/4"=1'
NEW ORLEANS DISTRICT
S O
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N N
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N B
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D B
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D A
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M A
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D E
S C
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N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
N S
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W A
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R W
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L R
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L A
C E
M E
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A P
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PROPOSED WATER WELL BUILDING DETAILS
SCALE: 3/4" = 1'-0"
10'-0"
E.F., TOP AND BOTTOM
#6 BARS @ 12" O.C.
SCALE: 1-1/2" = 1'-0"
DETAIL - ANCHOR RODS
PLAN ELEVATION
SCALE: 3" = 1'-0"SCALE: 3" = 1'-0"
1'-1"
COLUMN
HSS STEEL
"4
GRADE 50 KSI
ASTM 572
3/4" PL (GALV.)
COLUMN
HSS STEEL
2"4
BASE PLATE
HOLES ON GALV.
" OVERSIZED2
WASHERS
GALV. HARDENED
HEX NUTS & ASTM A436
ASTM A563 GALV. HEAVY
WITH STD HOLE
PLATE WASHER
1/4" x 2 1/4" GALV.
TACK
BASE PLATE (TYP.)
PL WASHER TO
3/16
SCALE: 3" = 1'-0"
ANCHOR ROD DETAIL
TOP OF CONCRETE
GRADE 36)
(ASTM F1554,
ANCHOR ROD
GRADE 36)
(ASTM F1554,
ANCHOR ROD
ROD (TYP.)
ANCHOR
CAST-IN-PLACE STEEL ANCHOR ROD
S-107
W A
T E
R W
E L L D
E T
A
IL
S
2' 4'0 1'
SCALE:1/2"=1'-0"
H S -1
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IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
W O
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A N
S D
IS
T R
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N A
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D J
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W P -1
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