A.03.09 VA_23B0002_Plans.pdf
PDF 23 MB Posted
- Attached to
- MNA Levee Drainage Pump Upgrade Federal contract opportunity
- Solicitation number
- W912EF23B0002
About this file
This document provides details on a federal solicitation for drainage pump upgrade work. The solicitation number is W912EF23B0002 and is being issued by the Department of the Army Corps of Engineers Engineering District Walla Walla. It is seeking proposals to perform work upgrading pumps at the MNA Levee to address drainage issues. Responses are due by the date listed in the related 23MB file of plans and specifications. The opportunity type is identified as a solicitation, suggesting the eventual award will be a firm-fixed-price contract for the defined scope of work. Relevant details on pricing, schedules, and set-asides that would help inform proposal preparations are contained in the associated file of technical requirements and contract terms.
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BOLLARD WITH AND WITHOUT CENTERLINES
GATE SWING PATH
FENCE, SEE NOTES FOR FENCE TYPE
GATE
WORK AREA AND STAGING AREA BOUNDARIES
LEGEND (ALL PUMP STATIONS)
EXISTING ITEMS
NEW ITEMS
LINE STYLE LEGEND (ALL PUMP STATIONS)
EXISTING ITEMS TO REMAIN
EXISTING ITEMS TO DEMOLISH
(ALL PUMP STATIONS)
DEMOLITION SHEET LINE STYLE LEGEND
UTILITIES BEFORE EXCAVATING AT ALL SITES.
CONTRACTOR IS RESPONSIBLE FOR LOCATING EXISTING UNDERGROUND 12.
EXISTING UNDERGROUND UTILITIES:
C-310.
TRENCH DETAILS, WHERE APPLICABLE, ARE CONTAINED IN VOLUME A, SHEET 11.
TRENCHES:
BOLLARD DETAILS ARE CONTAINED IN VOLUME A, SHEET C-510.10.
AT LEAST 90 DEGREES FROM THE CLOSED POSITION IN BOTH DIRECTIONS.
FENCE LINE. POSITION THE BOLLARDS SO THAT THE GATES CAN BE OPENED
OFFSET BOLLARDS PROTECTING GATE POSTS 2' FROM THE INDICATED 9.
BOLLARDS:
COMPLETE.
ADJACENT EXISTING GRADES BEFORE CONSTRUCTION IS ACCEPTED AS
MUST LEVEL, COMPACT, AND MATCH THE FINISHED SURFACE TO THE
WITHIN THE INDICATED LOCATIONS MUST BE DISTURBED, THE CONTRACTOR
LOCATIONS FOR PORTABLE GENERATOR SETS, IF THE EXISTING GRADE
THE INDICATED GENERATOR LAYDOWN AREAS ARE RESERVED OPERATING 8.
GENERATOR LAYDOWN AREAS:
FENCE CORNERS ARE RIGHT ANGLES UNLESS OTHERWISE INDICATED.7.
VOLUME A, SHEETS C-501 THROUGH C-504.
FENCE DETAILS APPLICABLE TO VOLUMES 2 THROUGH 11, ARE CONTAINED IN 6.
FENCE DETAILS APPLICABLE TO VOLUME 1, ARE CONTAINED IN VOLUME 1.5.
FENCES:
ACCESS ROUTES TO EACH SITE ARE SHOWN IN THE GENERAL SHEETS.4.
ACCESS ROUTES:
UNIT OF MEASURE IS THE US SURVEY FOOT.3.
VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM 1988 (NAD88).2.
PLANE.
DATUM 1983 (NAD83 2011). NORTH ARROWS REFERENCE NAD83 2011 STATE
HORIZONTAL DATUM IS WASHINGTON SOUTH ZONE, NORTH AMERICAN 1.
DATUM:
GENERAL CIVIL NOTES (ALL PUMP STATIONS)
VARIES, SEE NOTE 1
MIN. 0.75' TYP. 0.25'
M
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.2
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EXISTING GROUND
FINISH GRADE
SURFACING SECTION
WARNING TAPE
AS NECESSARY
COMPACTED BACKFILL
BEDDING
CONDUIT
TRENCH CENTERLINE
EXCAVATION LIMITS
COMPACTED SUBGRADE
UNDISTURBED EXISTING SOIL
FILL (CDF), DYED RED
CONTROLLED DENSITY
A14
1"=1'-0"SCALE:
SECTION: ELECTRICAL CONDUIT TRENCH
15C, 15D, 15E, 15E-1.
ELECTRICAL TRENCH DETAIL APPLIES TO PUMP STATIONS 4A, 5D, 6B, 12-1, 12-2, 7.
CONDUIT.
EACH CONDUIT, ENSURING UNIFORM SUPPORT ALONG THE LENGTH OF EACH
CONTRACTOR SHALL COMPACT THE BEDDING BELOW THE HAUNCHES OF 6.
TRENCH, USED AS BACKFILL.
THE SURFACING SECTION SHALL BE REUSED SOIL EXCAVATED FROM THE 5.
MATERIAL EXCAVATED FROM THE TRENCH OR BEDDING.
THE COMPACTED SUBGRADE AND COMPACTED BACKFILL MATERIALS MAY BE 4.
OUTERMOST CONDUIT AND THE TRENCH WALL.
THERE SHALL BE A MINIMUM WIDTH OF 0.75' OF BEDDING BETWEEN THE 3.
FOR TRENCHES CONTAINING MULTIPLE CONDUITS.
THERE SHALL BE A MINIMUM WIDTH OF 0.25' OF BEDDING BETWEEN CONDUITS 2.
TRENCH.
TRENCH WIDTH WILL VARY ACCORDING TO THE NUMBER OF CONDUITS IN THE
ELECTRICAL CONDUIT TRENCHES MAY CONTAIN UP TO 3 CONDUITS. THE 1.
GENERAL SHEET NOTES
TENSION WIRE
BARBED-WIRE OR
TENSION BAND
(3/8'' MIN DIA.)
TRUSS ROD
T Y
P
FABRIC
(12'' O.C. MAX.)
9-GAGE STEEL TIE WIRES
TOP AND BOTTOM OF FABRIC)
(15'' O.C. MAX. AND WITHIN 4'' FROM
9-GAGE STEEL TIE WIRE
3 FULL TURNS
ENDS TWISTED AT LEAST
CONCRETE FOOTING
(3/8'' MIN. DIA.)
TRUSS ROD
RIVETED FLUSH ( TYP. )
3/8'' PLAIN PIN
RIVETED FLUSH ( TYP. )
3/8'' PLAIN PIN
( TYP. )
BARBED WIRE
( TYP. )
LOCK PIN
6" T Y P
1' -6
1'-0"
1' -1 0"
7.
5" (T
YP.
FABRIC
BOTTOM RAIL
LINE POST
WIRES (12'' O.C. MAX.)
9-GAGE STEEL TIE
W/ PEEN THREADS
3/8'' CARRIAGE BOLT
END
DOUBLE RAIL
SIDESECURE
M
A X
FOR DRAINAGE
CONE CONCRETE
OR PULL POST
CORNER, END
ON EXTENSION ARMS
BARBED-WIRE APRON
TENSION WIRE
BRACE RAIL
TIE WIRES (TYP.)
(3/8'' MIN. DIA.)
TRUSS ROD
BAND
ROD AND
TRUSS
ATTACHMENT
LINE POST
(12'' O.C. MAX.)
TIE WIRES (TYP.)
BOTTOM RAIL (TYP.)
GRADE
BOTTOM OF FABRIC
(9 GAGE, 2'' MESH)
CHAIN-LINK FABRIC
TIE WIRES ( TYP. )
FOOTING
CONCRETE
12" MIN. DIA.
16'' MIN. DIA.
M
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10'-0" MAX 10'-0" MAX.
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DETAIL: TENSION BAND
A13
DETAIL: BRACE RAIL CLAMP
A3
BRACE RAIL ATTACHMENT
DETAIL:
DETAIL: TRUSS ROD AND BAND
A7
H1
DETAIL: CHAIN LINK FENCE
D1
SCALE: NOT TO SCALE
DETAIL: BOTTOM RAIL
D13
SCALE: NOT TO SCALE
DETAIL: EXTENSION
D9
SCALE: NOT TO SCALE
LINE POST ATTACHMENTS
DETAIL:
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XXXXX
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1'-0''
DEGREES
DEGREES
LINE POSTS TO BE EQUALLY SPACED
C-501
A17
C-501
C-501
A7
C-501
A7
C-501
D9
C-501
D1
C-501
D13
A3, A13
K12
C-502
LINE POST
CORNER POST
STEEL POST SCHEDULE
USE AND SECTION
FABRIC WIDTH - 72''
CORNER, END & PULL POSTS
TOP, BOTTOM & BRACE RAILS
TUBULAR - SQUARE
H-SECTION
C-SECTION (ROLL-FORMED)
2.875" O.D.
1.66" O.D.
1.50" O.D.
1.625" x 1.50"
1.625" x 1.25"
2.375" O.D.
TUBULAR - ROUND
DIMENSIONS (NOMINAL)
MINIMUM OUTSIDE
TUBULAR - ROUND
TUBULAR - ROUND
LINE POSTS
FENCE FABRIC TO TENSION WIRES.
STAINLESS STEEL DOUBLE LOOP TIE WIRES SHALL BE USED FOR FASTENING
THE FENCE FABRIC TO FENCE POSTS AND RAILS. 16-GAGE, 6.5-INCH LONG,
ONLY 9-GAGE GALVANIZED STEEL TIE WIRES SHALL BE USED FOR FASTENING 4.
HOG RINGS AND CLIPS SHALL NOT BE USED.3.
APRON EXTENDED OUTWARD FROM THE AREA BEING PROTECTED.
UNLESS SPECIFICALLY SHOWN OR SPECIFIED, ALL FENCE SHALL HAVE 2.
PLACED ON THE OPPOSITE SIDE OF THE SECURE AREA.
SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK FABRIC SHALL BE
WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON THE 1.
GATE FRAME
CHAIN LINK FABRIC
OF BARBED WIRE
3 HORIZONTAL STRANDS
FENCE FABRIC (TYP.)
BARBED WIRE (TYP.)
3 STRANDS OF
CONCRETE FOOTING
BOTTOM RAIL, TYP.
FABRIC
CHAIN-LINK
GRADE LINE
TRUSS ROD (TYP.)
LINE POSTBRACE RAIL (TYP.)
GATE/END POST
TOP TENSION WIRE
HINGES (TYP.)
ON EXTENSION ARMS (TYP.)
3 STRANDS OF BARBED WIRE
12" MIN. DIA.
ON EXTENSION ARMS (TYP.)
3 STRANDS OF BARBED WIRE
LINE POST
DROP RODS
LATCH ASSEMBLY
.1
GATE LEAF
F E
N C
E F
A B
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M
IN
RECOMMENDATIONS
PER MANUFACTURER'S
CARRIAGE BOLT - SIZED
TENSION BAR
ENGAGE EACH FABRIC LINK
TENSION BAR TO
FABRIC
TOP AND BOTTOM OF FABRIC)
(15'' O.C. MAX. AND WITHIN 4'' FROM
TENSION BAND
GRADE LINE
BOTTOM RAIL (TYP.)
ROD
TRUSS
HINGE
GATE POST
HINGE
LATCH
BRACE RAIL
TOP TENSION WIRE
UNSECURE SIDE
SINGLE OUTRIGGER TO
WIRE APRON
VERTICAL BARBED
BARBED WIRE
3 STRANDS OF
GATE LEAF
GATE OPENING
F E
N C
E F
A B
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M
IN
16" MIN. DIA.
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DETAIL: DOUBLE SWING GATE PLAN VIEW
D9
SCALE: NOT TO SCALE
DETAIL: DOUBLE SWING GATE ELEVATION VIEW
A1
SCALE: NOT TO SCALE
DETAIL: SINGLE SWING GATE ELEVATION VIEW
K12
DETAIL: END OR GATE POST
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®of Engineers
US Army Corps
U .S
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R S x x x x x x x x x x x x x x x x x x x x x x x x xxx
ROD
TRUSS
K12
C-502
C-501
A7
C-501
A17
C-501
A3, A13
GATE POST SCHEDULE
GATE LEAF WIDTH OUTSIDE DIMENSION
(NOMINAL)(NOMINAL)
6' OR LESS
MORE THAN 6' TO 13' 4.0" OD
MORE THAN 13' TO 18'
MORE THAN 18' 8.625" OD
6.625" OD
x x x x x x x x x x x xxx xxxxx x x x x xx x x x x xx x x x x x x x x x x x x x x x x x x xxx xxxx
GATE OPENING
x
DIRECTION GATE SWING ( TYP. )
3'-10" FOR POSTS 8⅝" 0. D.
3'-4" FOR POSTS 6⅝" O. D.
2.5" SQ
2.875" OD
4" O. D. & LESS
2'-10" MIN. FOR POSTS
OF SLOPE IN SOIL
4'-0'' FOR POSTS AT TOP
RODS ( TYP.)
TRUSS
⅜" o
D13
C-501
D1
C-501
A7
C-501
C-501
A3, A13
C-501
A17
C-502
C-501
D13
K12
4" O.D. & LESS
FOR GATE POSTS
16" 0 MIN.
OVER 4" O.D.
GATE POSTS
24" 0 FOR
WIDTH VARIES
M A
X
VARIES - SEE PLAN
LATCH ASSEMBLY AND GATE KEEPERS EXCEPT AS NOTED.
SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, PADLOCKS, 3.
ON SHEET C-502.
GATE POSTS SHALL BE SIZED IN ACCORDANCE WITH GATE POST SCHEDULE 2.
SUPPLIED.
RESPONSIBLE FOR THE PROPER RIGID CONSTRUCTION OF ALL GATES
RODS TO BRACE ALL WELDED GATE FRAMES. THE CONTRACTOR SHALL BE
OPTION A WELDED HORIZONTAL BRACE MAY BE USED IN LIEU OF TRUSS
OR SHALL BE ASSEMBLED USING HEAVY FITTINGS. AT CONTRACTOR'S
NOMINAL (SQUARE). GATE FRAMES SHALL BE OF WELDED CONSTRUCTION
ALL GATE FRAMES SHALL BE A MINIMUM 1.90" NOMINAL (ROUND) OR 2.00" 1.
OR PULL POST
CORNER, END
FOOTING
CONCRETE
M
IN
16" MIN. DIA.
M
IN
BOTTOM RAIL (TYP.)
(9 GAGE, 2'' MESH)
CHAIN-LINK FABRIC
LINE POST
TENSION WIRE
OR EXTENSION ARMS (TYP.)
BARBED WIRE APRON
BRACE RAIL
(3/8'' MIN. DIA.)
TRUSS ROD
RAIL
BRACE
OR PULL POST
CORNER, END
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DETAIL: OVERHANGING FENCE PANEL
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C-501
K12
C-502
A7
C-501
K12
C-502
D1
C-501
A17
C-501
D13
C-501
A3, A13
C-501
A3, A13
K12
C-502
XXX
X X X
XXX
XXXX
X X X X
XXXX
XXX
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X X
X
X X
X X
X X
X X
X
X X
X X
X X
CONNECTOR OR EXOTHERMIC WELDS
IRREVERSIBLE COMPRESSION
TO FENCE POST
GROUND CABLE
#2 AWG COPPER
LOOP GROUND CABLE
WELD TO THE 2/0 COPPER
CONNECTOR OR EXOTHERMIC
IRREVERSIBLE COMPRESSION
FLEXIBLE COPPER BRAID
3/4" X 10'
GROUND ROD
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A15
DETAIL: GROUND ROD BONDING
G15
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#2 AWG, COPPER BOND CABLE
GROUND CABLE
#2/0 AWG COPPER LOOP
BRAID AS SHOWN.
THE GATE FRAME SHALL BE BONDED TO THE POST USING FLEXIBLE COPPER 4.
AN EXOTHERMIC TYPE WELD OR IRREVERSIBLE COMPRESSION CONNECTOR.
SHOWN. ALL CONNECTIONS TO THE GROUND CABLE SHALL BE MADE USING
USE #2 AWG BARE COPPER CABLE FOR GROUND BOND TO FENCE POSTS AS 3.
PUMP MOTOR BASE AS SHOWN.
USE #8 AWG BARE COPPER CABLE FOR GROUND BOND TO ENCLOSURE AND 2.
SHALL BE 12" TO 18" INSIDE THE FENCED AREA.
PLACED A MINIMUM OF 18" BELOW SURFACE GRADE. THE GROUND CABLE
THE GROUND CABLE SHALL BE #2/0 BARE COPPER CABLE AND SHALL BE 1.
DIA . 1.5 '
.1
6" MIN. SEE NOTE 2
SAWCUT OFFSET
.1
DIA . 1.5 '
2'
.2
TYP.
2'
2' 2'
TYP.
2'
T Y
P
T Y P
M
IN
. 90°
2'
.2
90°
90°
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5' 10'0
5' 10'0
5' 10'0 5' 10'0
1' 2'0 1' 2'0
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FOOTING
CONCRETE
GRADE
FINISHED
EARTH
UNDISTURBED
RADIUS
CAP, 3"
CONCRETE
BASE
CONCRETE
SLOPE
SEE NOTE 2
AND PAINTED YELLOW,
CONCRETE, CAPPED
STEEL PIPE FILLED WITH
6" Ø SCHEDULE 40
RADIUS
CAP, 3"
CONCRETE
BASE
CONCRETE
SLOPE
FOOTING
CONCRETE
NOTE 4
GRADE, SEE
TO FINISH
CONCRETE
REPLACEMENT
SEE NOTE 1
AND PAINTED YELLOW,
CONCRETE, CAPPED
STEEL PIPE FILLED WITH
6" Ø SCHEDULE 40
COURSE
BASE
GRADE, TYP.
PAVEMENT
OTHER
ASPHALT OR
ADJACENT
EXISTING
SUBGRADE
EXISTING
SEE NOTE 2
ASPHALT,
SAW CUT EXISTING
EARTH
UNDISTURBED BUILDING FACE
FLUSH WITH
CENTERLINE
PLACE BOLLARD
SLAB
PAD OR
CONCRETE
EXISTING
CLOSED
POSITION,
GATE
STRUCTURE
OR
BUILDING
EXISTING
TYP.
6" Ø BOLLARD,
TYP.
FOOTING,
CONCRETE
PATH, TYP.
GATE SWING
CLOSED
POSITION,
GATE
TYP.
6" Ø BOLLARD,
TYP.
FOOTING,
CONCRETE
TYP.
6" Ø BOLLARD,
TYP.
FOOTING,
CONCRETE
STRUCTURE
OR
BUILDING
EXISTING
ROAD
LANE/GRAVEL
TRAVEL
EXISTING
TYP.
6" Ø BOLLARD,
TYP.
FOOTING,
CONCRETE
STRUCTURE
OR
BUILDING
EXISTING
TYP.
6" Ø BOLLARD,
TYP.
FOOTING,
CONCRETE
PATH, TYP.
GATE SWING
FOOTING, TYP.
FENCE POST
FOOTING, TYP.
FENCE POST
BOLLARD DETAILS APPLY TO ALL PUMP STATIONS.5.
ADJACENT EXISTING PAVEMENT FEATURE.
MATCH THICKNESS OF REPLACEMENT CONCRETE TO THAT OF THE 4.
SPECIFIED.
BOLLARD SURFACES SHALL BE PREPARED AND PAINTED SAFETY YELLOW AS 3.
FEATURES.
EXPANSION JOINT MATERIAL BETWEEN NEW AND EXISTING CONCRETE
THE CONCRETE TO THE ADJACENT PAVEMENT OR CURB. PLACE 1/2"
OUTSIDE EDGE OF THE FOOTER DIAMETER. MATCH THE FINISHED GRADE OF
PATTERN, CENTERED ON THE BOLLARD AND NO CLOSER THAN 6" FROM THE
SAWCUT EXISTING ASPHALT OR PAVEMENTS AS APPLICABLE IN A SQUARE 2.
OTHERWISE SPECIFIED OR INDICATED.
BOLLARD SPACING SHALL BE AS INDICATED ON THIS SHEET UNLESS 1.
GENERAL SHEET NOTES
A8
1"=1'-0"SCALE:
DETAIL: BOLLARD IN NON-PAVED AREA
A14
1"=1'-0"SCALE:
DETAIL: BOLLARD IN PAVED AREAS
A1
1"=5'SCALE:
DETAIL: BOLLARD PLAN WITH ADJACENT TRAVEL LANE
1F
1"=5'SCALE:
DETAIL: BOLLARD PLAN WITHOUT ADJACENT TRAVEL LANE
L1
1"=5'SCALE:
WITHOUT ADJACENT TRAVEL LANE
DETAIL: BOLLARD PLAN WITH PAD
H8
1"=5'SCALE:
GATE
DETAIL: FOUR BOLLARDS AT LINE
H12
1"=5'SCALE:
CORNER GATE
DETAIL: THREE BOLLARDS AT
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WORKING POINTW.P.
VERIFY IN FIELDVIF
TYPICALTYP
TOP OF WALLTOW
TOP OF STEELTOS
TOP OF GRATINGTOG
TOP OF CONCRETETOC
TOP OFT.O.
SYMMETRICALSYMM
STRUCTURALSTRUCT
STANDARDSTD
SPECIFICATIONSPEC
REQUIREDREQ
REINFORCEMENT, REINFORCINGREINF
REFERENCEREF
RADIUS, RESOURCE DRAWING R
PROJECTIONPROJ
OVERSIZEDOVS
OUTSIDE DIAMETEROD
ON CENTERO.C.
OUT TO OUTO/O
NOT TO SCALENTS
MINIMUMMIN
MAXIMUMMAX
LONG LEG VERTICAL LLV
LONG LEG HORIZONTALLLH
ANGLE, LENGTHL
KNEE BRACEK.B.
HOLLOW STRUCTURAL SECTIONHSS
GRATINGGRTG
GALVANIZEDGALV
FIELD VERIFYFV
FINISH GRADEFIN GR
EACH WAYEW
EQUALEQ
EMBEDMENTEMBED
ELEVATIONEL.
EACH FACEEF
DIAMETER
DIAMETERDIA
BOTTOM OFB.O.
NUMBER#
CENTER LINEC
AT@
AND&
ABBREVIATIONS
CONCRETE CORE DRILLING AND PATCHING.
SAWCUTTING . REFER TO THE SPECIFICATIONS SECTION 03 60 00.01 28
SUBSURFACE SCANNING AND IMAGING IS REQUIRED PRIOR TO DRILLING AND 6.
BUILT INFORMATION AND FEATURES NOT SHOWN.
SOME FEATURES MAY NOT BE SHOWN. SEE RESOURCE DRAWINGS FOR AS-5.
GRADE AND EXISTING FILL MATERIALS.
EXISTING GRADE NOT SHOWN. SEE RESOURCE DRAWINGS FOR EXISTING 4.
STRINGENT REQUIREMENT SHALL GOVERN.
CRITERIA LISTED BELOW. IN THE EVENT OF A CONFLICT, THE MORE
ALL CONSTRUCTION SHALL COMPLY WITH THE SPECIFICATIONS AND DESIGN 3.
AND CONSTRUCTION.
CONTRACTING OFFICER AND BE INCORPORATED INTO THE SHOP DRAWINGS
CONFLICTS SHALL BE RESOLVED TO THE SATISFACTION OF THE
CONTRACTOR SHALL FIELD VERIFY EXISTING SITE CONDITIONS. ALL 2.
DISCIPLINE SHEETS.
GENERAL STRUCTURAL NOTES SHEET APPLY TO ALL STRUCTURAL
CONCRETE AND REINFORCING, AND STRUCTURAL METAL NOTES ON THIS
ALL ABBREVIATIONS, LEGENDS, DESIGN CRITERIA, DEMO AND SALVAGE, 1.
GENERAL STRUCTURAL NOTES
SDC = C
TL = 16 SEC
SD1 = 0.24SDS = 0.41
S1 = 0.16SS = 0.42
DESIGN REQUIREMENTS FOR NONBUILDING STRUCTURES.
SEISMIC LOADING WAS DEVELOPED FROM ASCE 7-16, CHAPTER 15, SEISMIC
SEISMIC LOADS:
td=1.0 INCHALL STRUCTURES
ICE LOADS:
pg = 15 PSFALL STRUCTURES
SNOW LOADS:
V=110MPH ALL STRUCTURES
WIND LOADS, CHAPTER 29:
100 PSFACCESS PLATFORMS
LIVE LOADS:
DESIGN LOADS PER ASCE 7-162.
EM 385-1-1-14, SAFETY AND HEALTH REQUIREMENTS(f)
IBC-18, INTERNATIONAL BUILDING CODE(e)
AWS D1.1-15, STRUCTURAL WELDING CODE - STEEL(d
AISC 360-16, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS(c)
STRUCTURES
ASCE 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER (b)
ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.(a)
DESIGN CODES USED ARE AS FOLLOWS BELOW: 1.
DESIGN CRITERIA
WALKING SURFACE.
BETWEEN THE TOP OF THE HANDRAIL TO TOP OF THE STAIR TREAD OR
HANDRAIL SHALL BE INSTALLED AT 34 TO 38 INCHES IN HEIGHT, MEASURED 5.
OF THE TOEBOARD.
OF 1/4 INCH BETWEEN THE TOP OF THE WALKING SURFACE AND THE BOTTOM
POST. TOEBOARDS SHALL BE INSTALLED WITH A MAXIMUM CLEAR DISTANCE
TOEBOARDS SHALL BE INSTALLED ON THE INSIDE EDGE OF THE GUARDRAIL 4.
OF THE WALKING SURFACE OR STAIR TREAD.
TOP OF GUARDRAIL SHALL BE 42 INCHES HIGH AS MEASURED FROM THE TOP 3.
OR STRUCTURAL COMPONENTS.
GUARDRAIL END POSTS SHALL BE SPACED 2 INCHES, ON-EDGE, FROM WALLS
GUARDRAIL POSTS SHALL NOT EXCEED 96 INCHES IN SPACING, ON-CENTER. 2.
CORNERS, AND SHARP EDGES.
OF MITERED, WELDED JOINTS. RAILS SHALL BE FREE OF BURRS, SHARP
RADIUS OF TWO PIPE DIAMETERS, MEASURED AT THE CENTERLINE, IN LIEU
ACCEPTABLE TO PROVIDE FORMED POST-TO-RAIL CORNERS WITH A BEND
GUARDRAILS AND HANDRAILS SHALL HAVE COPED AND WELDED JOINTS. IT IS 1.
STEEL GUARDRAIL AND HANDRAIL NOTES
CONSTRUCTION.
AND LIFT SCHEDULES FOR REVIEW AND APPROVAL PRIOR TO
MAXIMUM OF 29'-0 SPACING. CONTRACTOR SHALL SUBMIT POUR BREAK
PROVIDE CONSTRUCTION JOINTS IN WALLS AND MAT FOUNDATIONS AT A 19.
LAP SPLICES SHALL BE STAGGERED IN HORIZONTAL WALL REINFORCING.18.
HORIZONTAL FOUNDATION SLAB AND HORIZONTAL WALL REINFORCING.
PROVIDE CORNER BARS WITH MINIMUM DEVELOPMENT LENGTH FOR 17.
AMPLITUDE USING EXPANDED METAL, FINE MESH, OR SANDBLASTING.
INTENTIONALLY ROUGHEN FACES OF CONSTRUCTION JOINT TO MIN. 1/4 16.
APPROVAL.
REINFORCEMENT SHALL NOT BE WELDED PRIOR TO GOVERNMENT 15.
STRUCTURAL WELDING CODE REINFORCING STEEL.
REINFORCEMENT WELDING SHALL BE IN ACCORDANCE WITH AWS D1.4 2020 14.
(ASTM) A615, GRADE 60
DEFORMED BAR: AMERICAN SOCIETY FOR TESTING AND MATERIALS
(c) CONCRETE REINFORCEMENT
DAYS OF 4500 PSI AND AT 28 DAYS OF 6,000 PSI
NON SHRINK GROUT (UNO): MINIMUM COMPRESSIVE STRENGTH AT 3
(b) NON-SHRINK GROUT
STRENGTH AT 28 DAYS OF 4,500 POUNDS PER SQUARE INCH (PSI)
ALL CONCRETE UNLESS OTHERWISE NOTED: MINIMUM COMPRESSIVE
(a) CONCRETE
CONCRETE MATERIALS:13.
COMPLY WITH THE COVERS PROVIDED BELOW:
UNLESS SPECIFIED OTHERWISE IN DRAWINGS, ALL CONCRETE SHALL
CONCRETE COVER REQUIREMENTS:12.
PROVIDE A MINIMUM SIDE COVER OF 2.5" FOR STANDARD HOOKS.D)
REINFORCING.
STRAIGHT DEVELOPMENT LENGTH, Ldr, REFERS TO POST INSTALLED C)
STANDARD HOOK.
HOOKED DEVELOPMENT LENGTH, Ldh, REFERS TO BARS WITH B)
STANDARD HOOK.
STRAIGHT DEVELOPMENT LENGTH, Ld, REFERS TO BARS WITHOUT A)
CHART NOTES:
ALL LAP SPLICES MUST BE CLASS "B" IN ACCORDANCE WITH ACI 318.11.
CONCRETE IS CAST BELOW THE DEVELOPMENT LENGTH OR SPLICE.
REINFORCEMENT IS PLACED SUCH THAT MORE THAN 12 INCHES OF FRESH
TOP BARS ARE DEFINED AS ANY BARS WHERE HORIZONTAL 10.
IN THE TABLE.
LENGTH AND SPLICE LENGTHS USED SHALL BE 50% LARGER THAN SHOWN
OTHERWISE. IF THE ABOVE CRITERIA IS NOT MET, THEN DEVELOPMENT
DEVELOPMENT LENGTHS AND SPLICES SHALL BE USED, UNLESS SPECIFIED
BARS IS NOT LESS THAN ONE BAR DIAMETER, THE FOLLOWING TABLE FOR
NOT LESS THAN TWO BAR DIAMETERS, AND THE CLEAR COVER OVER THE
WHEN THE CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED IS 9.
WHICHEVER IS GREATER.
BAR OR THE STRAIGHT DEVELOPMENT LENGTH OF THE LARGER BAR,
LENGTH USED MUST BE THE SPLICE LENGTH REQUIRED FOR THE SMALLER
SHOULD TWO BARS OF DIFFERENT DIAMETERS BE LAP SPLICED, THE LAP 8.
OTHERWISE.
ALL STANDARD HOOKS SHALL BE 90 DEG BENDS, UNLESS NOTED
ALL HOOKS AND BENDS SHALL BE IN ACCORDANCE WITH ACI STANDARDS. 7.
OCCUR PRIOR TO GOVERNMENT REVIEW AND APPROVAL.
FIELD BENDING OR STRAIGHTENING OF REINFORCEMENT SHALL NOT 6.
PRIOR TO CONSTRUCTION.
INFORMATION FOR THE USE OF FORM SAVERS FOR REVIEW AND APPROVAL
SUBMIT PLAN WITH SPECIFIC LOCATIONS AND MANUFACTURERS 5.
DIRECTED.
JOINTS, SHALL HAVE A 3/4" FILLET UNLESS OTHERWISE INDICATED OR
AND ALL REENTRANT CORNERS, EXCEPT WALL TO FLOOR CONSTRUCTION
ALL EXPOSED SALIENT CORNERS AND EDGES SHALL BE CHAMFERED 3/4" 4.
BY THE CONTRACTING OFFICER.
FOR RESISTING LATERAL LOADS IS IN PLACE AND EFFECTIVE AS APPROVED
WIND. THE BRACING SHALL REMAIN IN PLACE UNTIL THE FINAL SYSTEM
ALL FORMWORK SHALL BE BRACED AGAINST LATERAL LOADINGS SUCH AS 3.
SUBMITTED AND APPROVED PRIOR TO ANY FABRICATION.
SHOP DRAWINGS FOR ALL CONRETE REINFORCING STEEL SHALL BE 2.
CONSTRUCTION AND MATERIALS AND COMMENTARY
-ACI 117-06 SPECIFICATIONS FOR TOLERANCES FOR CONRETE
-ACI 301-05 SPECIFICATIONS FOR STRUCTURAL CONCRETE
CONCRETE
-ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL
CONCRETE INSTITUTE PUBLICATIONS:
ALL CONCRETE WORK SHALL CONFORM TO THE FOLLOWING AMERICAN 1.
CONCRETE AND REINFORCEMENT NOTES
ALL ANCHORS AND ASSOCIATED HARDWARE SHALL BE GALVANIZED.9.
ANCHORS SHALL NOT HAVE LEVELING NUTS BELOW THE BASE PLATE.8.
STRENGTH AND ANCHORS TORQUED TO MANUFACTURERS SPECIFICATIONS.
SUPPORT SHALL REMAIN IN PLACE UNTIL GROUT PAD HAS GAINED SPECIFIED
ANCHORS OR OTHER MEANS OF SUPPORT MAY BE USED. TEMPORARY
PREVENT BEARING ON ANCHORS. TEMPORARY SUPPORT ANGLES WITH
BENDING. ANCHOR PLATES SHALL BE FULLY SUPPORTED OR SHORED TO
DURING INSTALLATION OF BASE PLATES, ANCHORS SHALL NOT BE PLACED IN 7.
ADEQUATELY INSTALLED.
MANUFACTURE’S SPECIFICATIONS TO VERIFY ANCHOR HAS BEEN
PRIOR TO BASE PLATE PLACEMENT, ANCHORS SHALL BE TORQUED TO 6.
AND BASE PLATE.
AND ABILITY TO CONSOLIDATE GROUT BETWEEN THE EXISTING CONCRETE
SHALL BE BASED ON THE GROUT MATERIAL SELECTED BY THE CONTRACTOR
GROUT PAD THICKNESS MAY BE SHOWN. ACTUAL GROUT PAD THICKNESS 5.
SHALL BE MAINTAINED.
THE POINT OF SYMMETRY. MINIMUM EDGE DISTANCE, GAGE AND SPACING
BE PLACED PLUS OR MINUS 1”VERTICALLY AND OR HORIZONTALLY ABOUT
VERTICAL AXIS ABOUT THE CENTER OF THE ANCHOR PLATE. ANCHORS MAY
IN GENERAL ANCHORS ARE TO BE PLACED SYMMETRICALLY ABOUT A 4.
SPECIFICATIONS.
COATINGS AFTER FIELD DRILLING IN ACCORDANCE WITH THE
NOT APPLY UNLESS SPECIFICALLY SHOWN ON THE DRAWINGS. REPAIR
DRAWINGS. AISC 360 PROVISIONS FOR OVERSIZED ANCHOR ROD HOLES DO
THE DIAMETER OF THE ANCHOR ROD, UNLESS SHOWN OTHERWISE ON THE
HOLES, OR SUBDRILL AND REAM, NOT MORE THAN 1/16 INCH LARGER THAN
BASE PLATES MAY BE FIELD DRILLED TO MATCH INSTALLED ANCHORS. DRILL 3.
DURING ANCHOR INSTALLATION.
EXISTING WALL REINFORCEMENT OR EMBEDMENTS SHALL NOT BE DAMAGED 2.
LENGTHS ARE CITED IN THE ANCHORAGE DETAILS.
NOMINAL ANCHOR DIAMETER AND NOMINAL EFFECTIVE EMBEDMENT 1.
POST-INSTALLED CONCRETE ANCHORS
MEMBER/BOLT PATTERN CENTER LINE
WORKING POINT (W.P.)
GRATING BEARING BAR SPAN DIRECTION
EXISTING ITEMS
STEEL
EXISTING CONCRETE
NEW CONCRETE
NEW ITEMS
TYPICAL LEGEND
COATED WITH SYSTEM 21-A-Z PER SPEC 09 97 02.
GALVANIZED IN ACCORDANCE WITH ASTM A123. ALL OTHER STEEL SHALL BE
ALL GUARD RAIL, HANDRAIL, TOEBOARD, AND GRATING SHALL BE HOT-DIP 9.
BEAMS SHALL BE FABRICATED AND ERECTED WITH NATURAL CAMBER UP.8.
APPROVED BY THE CONTRACTING OFFICER.
SYSTEM FOR RESISTING LATERAL LOADS IS IN PLACE AND EFFECTIVE AS
SUCH AS WIND. THE BRACING SHALL REMAIN IN PLACE UNTIL THE FINAL
OF THE STRUCTURAL STEEL FRAMEWORK AGAINST LATERAL LOADINGS
THE STRUCTURAL STEEL ERECTOR SHALL PROVIDE TEMPORARY BRACING 7.
CONTRACT DRAWINGS SHALL BE SUBMITTED FOR APPROVAL.
CONNECTIONS INCLUDING SHOP OR FIELD SPLICES NOT SHOWN ON THE 6.
OF AWS D1.1 FOR STRUCTURAL STEEL.
ALL WELD CONNECTIONS SHALL CONFORM TO THE MOST CURRENT EDITION 5.
SPECIFICATIONS, UNLESS NOTED OTHERWISE.
EQUIVALENT WELD. ALL BOLTED CONNECTIONS SHALL BE SNUG TIGHT PER
DIAMETER. ALL CONNECTIONS SHALL HAVE A MINIMUM OF 2 BOLTS OR
OTHERWISE. ALL BOLT HOLES SHALL BE 1/16" LARGER THAN THE BOLT
BE A MINIMUM OF 3/4" DIAMETER ASTM F3125, GRADE A325, UNLESS NOTED
STEEL FRAMING CONNECTIONS SHALL BE BOLTED OR WELDED. BOLTS SHALL 4.
APPROVED PRIOR TO ANY STEEL FABRICATION.
SHOP DRAWINGS FOR ALL STRUCTURAL STEEL SHALL BE SUBMITTED AND 3.
BUILDINGS.
OF STEEL CONSTRUCTION SPECIFICATION FOR STRUCTURAL STEEL
ALL STRUCTURAL STEEL WORK SHALL CONFORM TO AMERICAN INSTITUTE 2.
ASTM F1554, GR 36 ANCHOR RODS
ASTM F3125, GRADE A325NHIGH STRENGTH BOLTS
ASTM A500, GRADE CHSS
ASTM A36 (36 KSI)C, L, S SHAPES, ROUND BARS
ASTM A36 OR A572, GRADE 50 (50 KSI)PLATE
ASTM A992 W SHAPES
MATERIALS PER BELOW UNLESS NOTED OTHERWISE:1.
STRUCTURAL STEEL NOTES
BARS
25 19 15
33 25 19
41 31 24
49 37 f'c - 4000f'c - 4000 f'c - 4000
BARS
OTHER
Ls (IN.)
LAP SPLICE (CLASS B)
LENGTH, Ld (IN.)
STRAIGHT DEVEL
LENGTH, Ldh (IN.)
HOOKED DEVEL
71 42
91 54
11 87 67 27 f'c - 3000
BARS
LENGTH, Ldr (IN.)
REBAR DEVEL
OTHER
BAR
SIZE
TOP
BARS
OTHER OTHERTOP
BARS BARS
CONCRETE EXPOSURE
CAST AGAINST GROUND
GROUND
NOT CAST AGAINST
OUTDOOR CONCRETE,
ALL
AND WALLS
SLABS, JOISTS,
TENSION TIES
PEDESTALS, AND
BEAMS, COLUMNS,
MEMBER REINFORCEMENT
#6 THRU #18
SMALLER
WWF, #5 AND
#14 THRU #18
#11 AND SMALLER
COVER, IN.
SPECIFIED
1 1/2
ALL ALL
ALL
1 1/2
3/4
1 1/2
GROUND
NOT CAST AGAINST
INDOOR CONCRETE,
L
" 6
E
Y E
B O
L T
E M
B E
D M
E N
T
1 1/2 " CLR
C
L R
E
M B
E D
M E
N T
M
IN
/4
C
L R
1 1/2 " CLR
E
M B
E D
T
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M
IN
3/4 " CLR
/4
C
L R
4 1/2 "
3/4 " CLR
E M
B E
D M
E N
T P
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C T
IO
N
"D" (ANCHOR ROD DIAMETER)
B O
T T
O M
T H
R E
A D
T O
P T
H R
E A
D
/8
C
L R
M
IN
1/2 " (TYP)
1" (TYP)
/8
C
L R
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IN
A N
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IN
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3" 6" 1' 0"0 6" 1' 0" 2' 0"0
6" 1' 0" 2' 0"0
DETAIL: MCC LEVELING CHANNEL
SCALE: 3"=1'-0"
K11
3" 6" 1' 0"0
A
B
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D
E
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SHEET ID
®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
(TYP)
#4 TIES
#4 TIE
EQUALLY SPACED
(3) #4 BARS
3/4" SS EYE BOLT
T.O.C.
(M
IN
GRADE OR CHANNEL SIDE WALL
3/4" SS EYE BOLT
#4 TIES @ 8" O.C. MAX
EQUALLY SPACED
(3) #4 BARS
(M
IN
MCC HOUSEKEEPING PAD
OPERATING FLOOR
EXISTING PUMP HOUSE
EXISTING PUMP HOUSE WALL
SUMP WALL
EXISTING PUMP HOUSE
AMPLITUDE
ROUGHEN TO 1/4"
AMPLITUDE
ROUGHEN TO 1/4"
(F
IE
L D
V E
R
IF
Y
#3 @ 12" O.C. MAX
#3 STRAIGHT BARS (TYP)
ELECTRICAL CONTRACTOR ) (TYP)
(COORDINATE LOCATION WITH
LEVELING CHANNEL
(TYP)
(T Y
P
(MIN)
(REF. VOLUME 1 THRU 11 SHEETS FOR DETAILS)
FOUNDATION OR WALL
SHEETS FOR DETAILS)
BASE PLATE (REF. VOLUME 1 THRU 11
SHEETS FOR THICKNESS)
GROUT (REF. VOLUME 1 THRU 11
HEAVY HEX NUT
STANDARD WASHER
HEAVY HEX NUT
(R E
F
V O
L U
M E
T
H R
U
S
H E
E T
S
(2 x
D
M
IN
(R E
F
V O
L U
M E
T
H R
U
S
H E
E T
S
(REF. VOLUME 1 THRU 11 SHEETS)
EXTEND INTO CONCRETE
TOP THREADS SHALL NOT
T.O.C.
(SET LEVEL AND TRUE)
LEVELING CHANNEL C3x6
@ 1'-6" C/C MAX
FB 3/16"x1"x0'-3 1/2"
SETTING LEVELING CHANNEL)
(FILL WITH GROUT AFTER
GROUT POCKET
CONTRACTOR FOR EXACT CONFIGURATION)
(COORDINATE WITH ELECTRICAL
B.O. MCC CABINET
MCC HOUSEKEEPING PAD
FLOOR
EXISTING PUMP HOUSE
(SIZE AND QUANTITY PER MCC CABINET MANUFACTURER)
(FIELD DRILL LEVELING CHANNEL TO MATCH)
POST-INSTALL ADHESIVE ANCHOR
3/16"
TYP
A13
1 1/2"=1'-0"SCALE:
DETAIL: DEBRIS BOOM ANCHOR
A2
3"=1'-0"SCALE:
DETAIL: CAST-IN ANCHOR ROD
J2
1 1/2"=1'-0"SCALE:
DETAIL: MCC HOUSEKEEPING PAD
15C, 15D, 15E, AND 15E-1.
DETAILS ON THIS SHEET APPLY TO PUMP STATIONS 5D, 6B, 12-1, 12-1A, 12-2, 2.
REFERENCE S-001 FOR GENERAL NOTES.1.
GENERAL SHEET NOTES
K11
12'-0"
4'-0" 4'-0" 4'-0"
/2
/2
G R
O U
T
T Y
P
E
M B
E D
M E
N T
6"
3"
1"1 1/4"1 1/4"1'-8"2'-1"W14
1"1 1/4"1 1/4"1'-4"1'-9"W12
7/8"1 1/8"1"1'-2"1'-6"W10
3/4"15/16"3/4"11"1'-2"W8
3/4"15/16"3/4"9"1'-0"W6
1/2"5/8"1/2"6"9"W4
SIZE "D"
ANCHOR ROD
"H"
HOLE SIZE
"T"
PLATE THICK.
"B"
DIMENSION
"A"
DIMENSION
SIZE
COLUMN
FOUR HOLE BASE PLATE SCHEDULE FOR W SHAPE COLUMNS
E Q
E Q
B
EQEQ
B
E Q
E Q
A
EQEQ
A
A N
S I
D
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IN
A L
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A N
D D
A M
W
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B
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L L
A W
A L
L A
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6" 1' 0" 2' 0"0 6" 1' 0" 2' 0"0 6" 1' 0" 2' 0"0
1' 0" 2' 0" 4' 0"0
1' 0" 2' 0" 4' 0"0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
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O R
P S
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E E
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W4 COLUMN (TYP)
FOUNDATION (TYP)
SONOTUBE
CHANNEL STRUT
B.O. BASE PLATE
T.O.S.
T.O.C.
W4x13 (TYP)
GRADE
(REF. E-501) (TYP)
ELECTRICAL PANEL
(REF. E-501) (TYP)
DRILL W4 COLUMNS TO MATCH
LOCATE TO MATCH ELECTRICAL PANELS
1 5/8" SLOTTED CHANNEL STRUT
(REF. DETAIL THIS SHEET) (TYP)
FOUR BOLT BASE PLATE
FOUNDATION (TYP)
SONOTUBE
(REF. DETAIL S-501/A2) (TYP)
WITH 3" PROJECTION AND 9" EMBEDMENT
W4 COLUMN
#4 TIES @ 10" O.C. MAX
#4 TIES
(4) #5 BARS
T.O.C.
GRADE
#4 TIE
(EQUALLY SPACED)
(4) #5 BARS
C L
C L
(TYP) COLUMN
tw-1/16" tw-1/16"
3/16" MIN
tw = COLUMN WEB THICKNESS tf = COLUMN FLANGE THICKNESS tf-1/16" tf-1/16"
TYP
3/16" MIN
H2
1/2"=1'-0"SCALE:
PLAN: DISCONNECT TRANSFER SWITCH SUPPORT
G11
1/2"=1'-0"SCALE:
ELEVATION: DISCONNECT TRANSFER SWITCH SUPPORT
A2
1"=1'-0"SCALE:
DETAIL: FOUNDATION REINFORCEMENT
A7
1"=1'-0"SCALE:
SECTION: FOUNDATION REINFORCEMENT
A12
1"=1'-0"SCALE:
DETAIL: FOUR BOLT BASE PLATE
DOES NOT APPLY IF NO FREE STAND SUPPORTS ARE REQUIRED.
THAT UTILITIES REQUIRE A FREE STANDING METER SUPPORT. THIS PLAN
DETAILS ON THIS SHEET APPLY TO ALL PUMP STATIONS SHOULD IN THE CASE 2.
REFERENCE S-001 FOR GENERAL NOTES.1.
GENERAL SHEET NOTES
G11
A3
A7
M A
X
(C O
O R
D
IN
A T
E W
IT
H
U T
IL
IT
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O R
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Q U
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D H
E
IG
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M E
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M
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P
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C T
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IN
/2
G R
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U A
L E
Q U
A L
1 3/4 "
1 3 /4
R
A N
S I
D
F
IN
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A16
SCALE: 1"=1'-0"
DETAIL: BASE PLATE
A11
SCALE: 1 1/2"=1'-0"
DETAIL: CAP PLATE
A6
SCALE: 1/2"=1'-0"
DETAIL: POLE FOUNDATION
A1
SCALE: 1/4"=1'-0"
ELEVATION: UTILITY POWER ANCHOR POLE
F16
SCALE: 3"=1'-0"
DETAIL: GUY ATTACHMENT EYE
F11
SCALE: 1 1/2"=1'-0"
DETAIL: BOTTOM OF POLE
H6
SCALE: 1/2"=1'-0"
SECTION: POLE FOUNDATION
1' 0" 2' 0" 4' 0"0
1' 0" 2' 0" 4' 0"0
6" 1' 0" 2' 0"0
6" 1' 0" 2' 0"0 6" 1' 0" 2' 0"0
3" 6" 1' 0"0
2' 0" 4' 0" 8' 0"0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
EXISTING GRADE/LEVEE
(CENTER ON FOUNDATION)
(REF. DETAIL A6 THIS SHEET)
FOUNDATION
(REF. DETAIL A16 THIS SHEET)
BASE PLATE
CAP PLATE
ATTACHMENT EYE
CL OF GUY
T.O. CAP PLATE
TOC
CL FLANGES
WELD NECK FLANGES (SEE NOTE 5)
CLASS 150 RAISED FACE
CJP
TYP
A11
F16
F11
EQUALLY SPACED
& BOLT CIRCLE
CL OF PIPE, BASE PLATE,
& BOLT CIRCLE
CL OF PIPE, BASE PLATE,
5/16"
TYP
(CENTER ON PIPE)
PL 1/2"
3/16"
1,000 LBF MAX
(M
IN
(EQUALLY SPACED)
FOR GALVANIZING
3/16"
TYP
BASE PLATE
(EQUALLY SPACED)
FOR GALVANIZING
(10) #5 EQUALLY SPACED
#4 TIES
#4 TIES @ 10" O.C. MAX
(REF. VOLUME A S-501/A2 FOR DETAILS)
4" PROJECTION AND 22" EMBEDMENT
BASE PLATE
GROUT
H6
#4 TIE
(10) #5 EQUALLY SPACED
(8) 3/4" CAST-IN ANCHOR RODS
ANCHOR ROD CIRCLE
CL OF FOUNDATION &
ANCHOR ROD CIRCLE
CL OF FOUNDATION &
SPLICES SHALL BE EQUALLY SPACED.
FLANGED SPLICE IF REQUIRED FOR HOT-DIP GALVANIZING. FLANGED
FOR HOT-DIP GALVANIZING. CONTRACTOR MAY ADD ONE ADDITIONAL
SECTION 2.3. FLANGE SET INCLUDED TO REDUCE COMPONENT LENGTHS
FLANGES, BOLTS, AND GASKETS SHALL COMPLY WITH 22 11 15.10 28, 5.
DETAILS ON THIS SHEET APPLY TO PUMP STATIONS 6B, 12-2 AND 15E4.
EYE SHALL BE HOT-DIP GALVANIZED PER ASTM A123.
3.
OF GUY ANCHOR POLE.
CONTRACTOR SHALL COORDINATE WITH UTILITY ON HEIGHT AND LOCATION 2.
REFERENCE S-001 FOR GENERAL NOTES.1.
NOTE: GUY ATTACHMENT EYE SIZED FOR USE WITH 5/8" SHACKLE.
S I
D
A P
R
IL
E N
O
L E
G E
N D
A N
D S
Y M
B O
L S
G E
N E
R
L -1
-6 -1
/3
VOLUME A
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:4
P
M
/6 /2
M N a
\M
N a
V A
E -0
X X
X .d g n
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
V I
V A
N S
T E
D U
M P
.E
M U
L T
IP
L
E P
U M
P S
T A
T
IO
N S
E-001
P H
A R
P O
L E
S
S C
H E
IF
S U
M M
E R
S
POWER TRANSFORMER
MOTOR STARTER (POWER)
NORMALLY OPEN CONTACT (CONTROL)
NORMALLY CLOSED CONTACT
FUSE
MOLDED CASE CIRCUIT BREAKER
GROUND BUS CONNECTION
INDICATOR LIGHT, OR LIGHT
LINE BREAK (CONTINUED ELSEWHERE)
YG
WH
WM
WHM, M
VS
VM
V
UG
UV
UPS
UNK
TRP, TRF
TC
TB
T
SUB
ST
SSS
SG, SGP, SGF
RT
RMC
RM
REC
RC
R/S
PT
PS
PLC
PH
TRUE OR ON
FALSE OR OFF
TRANSFORMER WHY CENTER GROUND
WALL HEATER
WATT METER
WATT HOUR METER
VOLTMETER SWITCH
VOLTMETER
VOLTAGE
UNDER GROUND
UNDERVOLTAGE
UNINTERRUPTED POWER SUPPLY
UNKNOWN
TRASH RAKE, PANEL, FIELD
TRIP COIL
TERMINAL BLOCK
TRIP
SUBSTATION
SHUNT TRIP
SOLID STATE SOFT STARTER
SLIDE GATE, PANEL, FIELD
REMOTE TRIP
RIGID METAL CONDUIT
ROOM
RECEPTACLE
REMOTE CLOSE
RIVER SIDE
POTENTIAL TRANSFORMER
POWER SUPPLY
PROGRAMMABLE LOGIC CONTROLLER
PHASE
ELAPSE TIME METERETM
480 V RECEPTACLE / GENERATOR PLUG CONNECTIONS
ULTRASONIC TRANSDUCER
ULTRASONIC LEVEL CONTROLLER
SOLID STATE SOFT START
DM
51N
TS TEST SWITCH
CONTROL RELAY
AUTOMATIC SELECTIVE
OVERCURRENT RELAY
GROUND
UNDER VOLTAGE RELAY
MULTIFUNCTIONAL DIGITAL METER
GROUND
AF: AMP FRAME AT: AMP TRIP
LV POWER CIRCUIT BREAKER
CONTROL RELAY
TIME DELAY
CR
TD
SELOINOIDS
T1- DEDICATED T1 CIRCUITS
- TELEPHONE/PBX CIRCUITS, COMM CIRCUITS t
- LOCAL AREA NETWORK (LAN) CIRUCUITStn
- SPARE CONDUITs
- POWER CIRCUIT (LIGHTING) 120/240 OR 120/208 VACr
- POWER CIRCUIT, 480VACq
SERVICE CODE OR VOLTAGE CLASS2.
- NEUTRAL (i.e. GN1, TN1)N
- 120/240 (120/208)R
- 480VQ
TRANSFORMER AND VOLTAGE TRANSFORMERS.
BREAKERS, DISCONNECTING SWITCHES, CURRENT
FOLLOWING ARE APPLIED TO SEPARATELY MOUNTED
CLASS AND LOCATION OF THE EQUIPMENT, THE
AS AN AID TO FURTHER IDENTIFICATION OF VOLTAGE1.
MODIFYING TERMS FOR TERMINAL EQUIPMENTB.
TO THE CIRCUIT CONTAINED WITHIN THE CONDUIT.
CONDUIT NAMES ARE GENERALLY IDENTICALC.
CIRCUITS: I.E., THE END OF RUN IS OMITTED.
LIGHTING AND SOME POWER DISTRIBUTION
A TWO-PART NUMBER IS USED FOR MOST B.
VOLTAGE CLASS
OR
CIRCUIT NUMBER SERVICE CODE
END OF RUN START OF RUN
A THREE PART NUMBER IS USED.
A. BETWEEN MAJOR ITEMS OF EQUIPMENT,
IDENTIFIED AS FOLLOWS:
ELECTRICAL CIRCUITS AND CONDUITS ARE 1.
CIRCUIT AND ROUTING IDENTIFICATION
SUA-q1-CQA3
DO01-LSQ1: O-01
LEGENDABBREVIATIONS CONTINUATIONABBREVIATIONS
POWER
POWER DISTRIBUTION
PANEL
OVERHEAD
NORMALLY OPEN, NUMBER
NORMALLY CLOSED
NORTH
MANUALLY OPERATED
MOTOR CUT-OUT
THOUSAND CIRCULAR MILS
MAGNETIC PICK-UP
LEVEL SWITCH LOW LOW
LEVEL SWITCH LOW
LEVEL SWITCH HIGH HIGH
LEVEL SWITCH HIGH
LIMIT SWITCH
LAND SIDE
LIGHT (FIXTURES)
LEVEL CONTRL, PANEL
KILOWATTS
KILO VOLT AMPS
ISOLATION TRANSFORMER
INTERMEDIATE METAL CONDUIT
HEATER
HORSEPOWER
HUMAN MACHINE INTERFACE
HOURMETER
HIGH COOLANT TEMPERATURE
HEIGHT
GROUND
GREEN
GROUND ELECTRODE CONDUCTOR
FULL VOLTAGE NON REVERSING
FULL VOLTAGE REVERSING
FIBER OPTIC CABLE
FEEDER
FLOAT SWITCH
ETHERNET CABLE
ELECTRONIC CONTROL PROCESSOR
ELECTRICALLY OPERATED BREAKER
ELEVATION
EMERGENCY DIESEL GENERATOR
EQUIPMENT GROUND CONDUCTOR
DISCRETE OUTPUT
TRANSFORMER DELTA WITH LEG CENTER GROUND
DISCRETE INPUT
DISCONNECT SWITCH
DIRECT CURRENT
DEPTH
COPPER
CONTROL TRANSFORMER
CONTACT SWITCH
CENTRAL PROCESSING UNIT
CONTRACTING OFFICER REPRESENTATIVE
CONVEYOR, PANEL, FIELD
CONTROL
COMMON, COMMUNICATION
CLOSE COIL
CLOSE
CIRCUIT BREAKER
BLACK
ANALOG OUTPUT
AUXILARY CONTACT NORMALLY CLOSED
AMERICAN WIRE GAUGE
AUXILARY
AMPERE TRIP
AMMETER SWITCH
AUTO ELEC OPERATOR FOR MOLDED CASE BKR
AMMETER
ANALOG INPUT
ALTERNATING CURRENT
AMPERE
AUXILARY CONTACT NORMALLY OPEN
PWR
PDB
PNL
OVHD
NO
NC
N
MO
MCO
MCM
MAG P/U
LSLL
LSL
LSHH
LSH
LS
L/S
LGT
LC, LCP
KW
KVA
ISO TRF
IMC
HTR
HP
HMI
HM
HCT
H
GND, GRD
GRN, G
GEC
FVNR
FVR
FO
FDR
FS
ET
EPC
EO
EL
EDG
ECG
DO
DG
DI
DCS
DC
D
CU
CT
CS
CPU
COR
CONV, COP, COF
CTRL
COM
CC
C
BKR
BLK, B
b
A0
AWG
AUX
AT
AS
AO
AM
AI
AC
A a
- DISCONNECTING SWITCH (ADD VOLTAGE LETTER)Z
- BREAKER (ADD VOLTAGE LETTER)X
- TRANSFORMER (LIGHTING)TR
- TRANSFORMER (POWER)T
- MOTOR CONTROL CABINETMC
2. APPARATUS
- 480V CONTROL CENTER (PROJECT)PCQ
- 480V CQ
LOAD CENTER1.
TERMINAL EQUIPMENTA.
(LSQ1,LSQ2) LOCATIONMODULE NO. (nn)
ANALOG (A)
(nn) CHANNNEL NO.DIGITAL (D)
OUTPUT (O)OUTPUT (O)
INPUT (I) INPUT (I)
PLC I/O NAMING CONVENTION
CONDUIT AND CABLE NAME
SERVICE WEATHER HEAD
POWER POLE
METER WHM WITH CT'S, ENCLOSEDM
DUPLEX RECEPTACLE 2P-3W-20A-125V GROUNGING TYPE
DUPLEX RECEPTACLE 2P-3W-20A-125V GFCI TYPE
PLC INPUT, OR COMMON
PLC ANALOG INPUT, OR COMMON
WITH DISCONNECT.
480V WALL CONNECTION, SPECIALTY RECEPTACLE
VOLTAGE PHASE RELAY (LOSS OF)VPR
VOLTAGE MONITOR RELAYVMR
TIME RELAY START (DELAY START)TRS
TIME RELAYTR
SELECTOR SWITCHSS
SOLID STATE STARTER (SOFT START)SSS
POWER SUPPLYPWS
LIGHT GREENLTG
LIGHT REDLTR
CONTROL RELAYCR
SOFT START CONTACTORC
BYPASS CONTACTORB
CIRCUIT BREAKERCB
INSTRUMENT TAG AND SIGNAL NOMENCLATURE (VOL A, E-601)
TR
TIMING RELAY, WITH CONTROL SIGINAL (S)
S
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
S I
D
A P
R
IL
E N
O
W O
R K
S C
O P
E
G E
N E
R
L -1
-6 -1
/3
VOLUME A
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:0
P
M
/6 /2
M N a
\M
N a
V A
E -0
X X
X .d g n
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
V I
V A
N S
T E
D U
M P
.E
M U
L T
IP
L
E P
U M
P S
T A
T
IO
N S
E-002
P H
A R
P O
L E
S
S C
H E
S U
M M
E R
S
PROJECT NOTES
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
S
3 LOCATIONS
DEMOLISH EXISTING TROFFERS
2 LOCATIONS
DEMO EXISTING TROFFERS
TROPHERS
DEMO EXISTING
3 LOCATIONS
DEMOLISH EXISTING TROFFERS
3 LOCATIONS
DEMOLISH EXISTING TROFFERS
L7
SCALE: 1/4"=1'-0"
12-2 LIGHTING, CONDUIT DEMO
L1
SCALE: 1/4"=1'-0"
6B LIGHTING, CONDUIT DEMOLITION
L11
SCALE: 1/4"=1'-0"
15C LIGHTING, CONDUIT DEMOLITION
G7
SCALE: 1/4"=1'-0"
15D LIGHTING, CONDUIT DEMOLITION
G1
SCALE: 1/4"=1'-0"
12-1 LIGHTING, CONDUIT DEMOLITION
G11
SCALE: 1/4"=1'-0"
5D LIGHTING, CONDUIT DEMOLITION
C17
SCALE: 1/4"=1'-0"
4A LIGHT, CONDUIT DEMO
C7
SCALE: 1/4"=1'-0"
15-E1 LIGHTING, CONDUIT DEMO
C1
SCALE: 1/4"=1'-0"
12-1A LIGHTING, CONDUIT DEMOLITION 15E LIGHTING, CONDUIT DEMOLITION
C11
SCALE: 1/4"=1'-0"
NORTH NORTH NORTH NORTH
NORTH
NORTH
NORTH
NORTH NORTH NORTH
A N
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
A P
R
IL
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
L E
V I
V A
N S
T E
D U
M P
.E
D E
M O
L
IT
IO
N
L
IG
H T
IN
G
P L
A N
S
M U
L T
IP
L
E P
U M
P S
T A
T
IO
N S
P L
A N
ED103
P H
A R
P O
L E
S
S C
H E
L -1
-6 -1
S U
M M
E R
S
VOLUME A
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:3
P
M
/6 /2
M N a
\M
N a V
A E
D X
X X
.d g n
LEGEND
DEMOLITION EXISTING SUMP LIGHT
DEMOLITION RECEPTACLE
DEMOLITION EXISTING CEILING TROFFER
12-1A
12-2
15D
15-E1
THIS PUMP STATION
NO LTIGHING DEMO
6B
PS-6B
15C
12-1
PS 12-1 TO MCC PANEL
PS-5D
15E
4A
PS-4A
WP
WP
WP
WPWP
WP
WP
WP
WP
WP
WP
0 4' 8'2' 0 4' 8'2' 0 4' 8'2'
0 4' 8'2' 0 4' 8'2' 0 4' 8'2'
0 4' 8'2'0 4' 8'2'0 4' 8'2' 0 4' 8'2'
PS 12-2
PS-15C
PS 12-1A
PS-15E-1
PS-15E
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
D1
SCALE: NTS
SCHEDULE 2: DEMOLITION PUMP STATION CABLE SCHEDULE
A N
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
A P
R
IL
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
L E
V I
V A
N S
T E
D U
M P
.E
D E
M O
L
IT
IO
N
C A
B L
E S
C H
E D
U L
E
M U
L T
IP
L
E P
U M
P S
T A
T
IO
N S
D
IA
G R
A M
ED610
P H
A R
P O
L E
S
S C
H E
L -1
-6 -1
S U
M M
E R
S
VOLUME A
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:5
P
M
/6 /2
M N a
\M
N a V
A E
D X
X X
.d g n
GENERAL SHEET NOTES
SHALL NOT BE ASSUMED IN THE DEMOLITION ESTIMATE.
HOWEVER, THIS SHALL BE DETERMINED ON A CASE BY CASE BASIS AND
AS INDICATED IN THE NOTES COLUMN SOME CONDUIT MAY REMAIN; 3.
IS DEMOLISHED AND CONDUIT IS ABANDONED IN PLACE.
FOR UNDERGROUND CONDUIT THE CONTRACTOR SHALL ASSUME CABLE 4.
DEMOLISHED.
FOR EMBEDDED CONDUIT THE CONTRACTOR SHALL ASSUME CABLE IS 3.
OTHERWISE NOTED OR MODIFIED AS FOLLOWS:
DEMOLISHED FROM THE POWER SOURCE TO THE EQUIPMENT UNLESS
THAT IS REMOVED CONNECTING CABLE AND CONDUIT IS ALSO
CABLE AND CONDUIT IS DEMOLISHED AND THAT FOR ALL EQUIPMENT
FOR ESTIMATING PURPOSES THE CONTRACTOR SHALL ASSUME ALL 2.
THIS DEMOLITION SCHEDULE APPLIES TO ALL PUMP STATIONS.1.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
BAY LIGHTING IN PLACE
EXISTING LOW
C17
SCALE: 1/4"=1'-0"
4A LIGHT, CONDUIT & REC.
G7
SCALE: 1/4"=1'-0"
15D LIGHTING, CONDUIT & REC.
C7
SCALE: 1/4"=1'-0"
15-E1 LIGHTING & REC.
L7
SCALE: 1/4"=1'-0"
12-2 LIGHTING, CONDUIT & REC.
L1
SCALE: 1/4"=1'-0"
6B LIGHTING CONDUIT & RECEPTACLES
G1
SCALE: 1/4"=1'-0"
12-1 LIGHTING, CONDUIT & RECEPTACLES
C1
SCALE: 1/4"=1'-0"
12-1A LIGHTING CONDUIT AND RECEPTACLES
SCALE: 1/4"=1'-0"
15E LIGHTING CONDUIT & RECEPTACLES
C11
G11
SCALE: 1/4"=1'-0"
5D LIGHTING, CONDUIT & RECEPTACLES
L11
SCALE: 1/4"=1'-0"
15C LIGHTING, CONDUIT & RECEPTACLES
ROOF HATCH
HATCH
ROOF
HATCH
ROOF
HATCH
ROOF
HATCH
ROOF
HATCH
ROOF
LIGHT MOUNTING DETAIL
G17
SCALE: NTS LIGHT
LED HIGH BAY
CONDUIT
SUPPORT
CONNECTION
LIGHT POWER
CORDED
CONNECTION
PLUG
CEILING
SUPPORT FROM
COUPLING
CONDUIT
HATCH
ROOF
A1
SCALE: NTS
2C LIGHTING PLAN & RECEPTACLES
HATCH
ROOF
HATCH
ROOF
HATCH
ROOF
HATCH
ROOF
HATCH
ROOF
HATCH
ROOF
HATCH
ROOF
NORTH NORTH NORTH
NORTH NORTH NORTH
NORTH NORTH NORTH NORTH
A N
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
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A
G E
P U
M P
S T
A T
IO
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S
C O
L U
M B
IA
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IV
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R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
A P
R
IL
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
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O
L E
V I
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N S
T E
D U
M P
.E
L
IG
H T
IN
G
M U
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IP
L
E P
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P S
T A
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N S
P L
A N
E-103
P H
A R
P O
L E
S
S C
H E
L -1
-6 -1
S U
M M
E R
S
VOLUME A
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:1
P
M
/6 /2
M N a
\M
N a
V A
E -1
X X
X .d
WITH MOTION SENSOR AND SWITCH.
PROVIDE SUMP LIGHT FOR WET LOCATION NOMINAL 15000 LUMEN OUTPUT 5.
CONTRACTOR TO INSTALL 3/4" CONDUIT AND WIRING.
4. CONTRACTOR TO PROVIDE AND INSTALL GFCI DUPLEX WALL RECEPTACLES,
SIMILAR TO DETAIL G17 ON THIS SHEET.
POINT SUPPORT AND POWER PLUG ATTACHMENT. SUSPEND CONCEPTUALLY
PROVIDE HIGH BAY LIGHTS WHICH ARE EASILY MAINTAINABLE WITH SINGLE 3.
IN WIRING,
OPTIONAL WIRE GUARD, NEMA 5-15P 120V CORD PLUG, SINGLE CIRCUIT PLUG
EACH LIGHT SHALL HAVE A MOTION SENSOR WITH 10 MIN DELAY, PROVIDE 2.
12-1 1 EA
IBH NOMINAL 15X48", MINIMUM 24000 LUMEN
15-E1 3 EACH
15D 3 EACH
12-2 3 EACH
6B 3 EACH
IBH NOMINAL 15"X22", MINIMUM 15000 LUMEN
12-1A 3 EACH
2C 6 EACH
MSL NOMINAL 10"X48", MINIMUM 8000 LUMEN
FOLLOWING LIGHTING TYPES.
LIGHTING TO AVOID ROOF HATCHES SHOWN. PROVIDE AND INSTALL THE
PUMP STATION VIEWS ARE LOOKING DOW FROM ABOVE ROOF. POSITION 1.
S
TO MCC
12-1
PANELBOARD
TO MCC
12-2
TO MCC PANEL
15D
TO MCC PANEL
15-E1
S
PANEL
TO POWER
4A
S
TO MCC PANEL
6B
S
TO MCC PANEL
12-1A
S
TO MCC PANEL
PS-5D
PS-4A
PS-6B
PS 12-1
PS 12-1A
PS-15E1
PS-15D
PS-12-2
S
TO MCC PANEL
15C
PANEL
TO MCC
15E
GENERAL SHEET NOTES
LEGEND
HIDDEN
EXISTING CONDUIT
NEW CONDUIT WIRING, 2#12, 1#12G, 3/4"C
NEW SUMP LIGHT, MOUNT AT OR NEAR HATCH
NEW RECEPTACLE, CONDUIT, WIRING 2#12, 1#12G 3/4"C
EXISITING WALL MOUNT LIGHT
NEW 48" LOW BAY LIGHT
NEW HIGH BAY LIGHT
0 4' 8'2' 0 4' 8'2'
0 4' 8'2' 0 4' 8'2' 0 4' 8'2'
0 4' 8'2'0 4' 8'2'0 4' 8'2' 0 4' 8'2'
0 4' 8'2'
CEILING
S
SEE VOLUME 1 DRAWING E-103
WP
WP
WP
WP
WPWP
WP
WP
WP
WP
WP
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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M A
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D E
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IP
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N D
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
F8
SCALE: SCALE: 1/4"= 1'-0"
4A GROUND CONNECTIONS
SERVICE ENTRANCE GROUND
G17
GROUND ROUND
NEW 10' X 3/4"
GROUND ROUND
NEW 10' x 3/4"
GROUND
4 AWG BARE COPPER
TRANSFORMER
TRANSFER SWITCH
ROD
TO GROUND
SWITCH
TO TRANSFER
CONDUIT
3/4" SCHEDULE 80
GROUND ROD
NEW 10' X 3/4"
GROUND ROD
NEW 10' X 3/4'
GROUND SYSTEM
CONNECT TO EXISTING
BONDING JUMPER
INSTALL NEW BRAIDED
GROUND
2/0 BARE COPPER
BONDING JUMPER
INSTALL NEW BRAIDED
GROUND ROD
NEW 10' X 3/4"
GROUND ROD
NEW 10' X 3/4"
GROUND SYSTEM
CONNECT TO EXISTING
GROUND
2/0 BARE COPPER
BONDING JUMPER
INSTALL NEW BRAIDED
GROUNDING SYSTEM
CONNECT TO EXISTING
GROUND ROD
NEW 10' X 3/4"
GROUND ROD
NEW 10' X 3/4"
COPPER GROUND
1/0 BARE
GROUND ROD
NEW 10' X 3/4"
GROUND ROD
NEW 10' X 3/4"
GROUNDING SYSTEM
CONNECT TO EXISTING
BONDING JUMPER
INSTALL NEW BRAIDED
TO EXISTING GROUNDCOPPER GROUND
6 AWG BARE
GROUND
1/0 BARE COPPER
BONDING JUMPER
INSTALL NEW BRAIDED
GROUND ROD
NEW 10' X 3/4"
GROUND ROD
NEW 10' X 3/4"
GROUNDING SYSTEM
CONNECT TO EXISTING
GROUND
2/0 BARE COPPER
PUMP SOLE PLATE GROUND
C17
CABLE TO PUMP PLATE
SECURE BONDING
A1
SCALE: 1/4"= 1'-0"
12-2 GROUND CONNECTIONS
F1
SCALE: 1/4"= 1'-0"
12-1 GROUND CONNECTIONS
SCALE: 1/4"= 1'-0"
K1
5D GROUND CONNECTIONS
SCALE: NTS
SCALE: NTSF8
SCALE: 1/4"= 1'-0"
12-1A GROUND CONNECTIONS
K8
SCALE: 1/4"= 1'-0"
6B GROUND CONNECTIONS
NORTH
NORTH
NORTH
NORTH
NORTH
NORTH
A N
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C O
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R O
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G O
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IN
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N A
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L O
C K
A N
D D
A M
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E F
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A L
L A
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A S
H
IN
G T
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D A
V E
W A
L L
A W
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L A
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G
P L
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-1
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A -2
M U
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IP
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P L
A N
E-104
P H
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P O
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S C
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L -1
-6 -1
S U
M M
E R
S
VOLUME A
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:3
P
M
/6 /2
M N a
\M
N a
V A
E -1
X X
X .d
0 4' 8'2'
GRADE
WALL
G G G
G G
G G
G
G
G
G G
G
G
G G
G
G
G
G
G
G G G G G G
G
GGG
GGG
G
5D 6B
12-1
12-1A
12-2
0 4' 8'2'
0 4' 8'2'
0 4' 8'2'
LOCATED AT THE TRANSFER SWITCH.
EMBEDDED GROUND CONDUCTORS TO SERVICE ENTRANCE NEUTRAL
CONDUCTORS AS SHOWN. CONNECT NEW GROUND RODS AND EXISTING
PROVIDE AND INSTALL NEW GROUND RODS AND GROUNDING ELECTRODE 1.
GENERAL SHEET NOTES
EXISTING EMBEDDED GROUND CONDUCTOR2.
NEW GROUND CONDUCTOR, TRANSFER SWITCH1.
A
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IC
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N N
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D A
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S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
GROUND ROD
NEW 10' X 3/4"
GROUND ROD
NEW 10' X 3/4"
COPPER GROUND
6 AWG BARE
COPPER GROUND
1/0 BARE
BONDING JUMPER
INSTALL NEW BRAIDED
GROUND ROD
NEW 10' X 3/4"
GROUNDING SYSTEM
CONNECT TO EXISTING
BONDING JUMPER
INSTALL NEW BRAIDED
GROUND ROD
NEW 10' X 3/4"
GROUND ROD
NEW 10' X 3/4"
COPPER GROUND
6 AWG BARE
GROUND
2/0 BARE COPPER
GROUNDING SYSTEM
CONNECT TO EXISTING
BONDING JUMPER
IN…
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