W912HN-13-R-0018_AMD7_V2.PDF
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- W912HN-13-R-0018
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Amd 7 Drawings Vol 2
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BLDG
N: 856170.59
E: 966328.02
BLDG
N: 856104.03
E: 966340.16
INTAKE
N: 856177.99
E: 966426.12
INTAKE
N: 856131.75
E: 966434.55
OXYGEN
N: 855976.98
E: 966254.85
GRAVEL
N: 856209.38
E: 966372.53
GRAVEL
N: 856076.95
E: 966384.89
GRAVEL
N: 856020.33
E: 966158.21
GRAVEL
N: 856118.10
E: 966140.37
N: 855917.38
E: 966492.68
FENCE
N: 855890.00
E: 966450.27
FENCE
N: 855892.98
E: 966436.45
FENCE
N: 855977.07
E: 966382.17
FENCE
N: 855958.75
E: 966362.85
FENCE
N: 855936.51
E: 966256.04
FENCE
N: 855941.08
E: 966232.43
FENCE
N: 855989.36
E: 966129.41
FENCE
N: 856012.52
E: 966115.42
FENCE
N: 856109.78
E: 966097.67
FENCE
N: 856138.35
E: 966102.65
FENCE
N: 856192.72
E: 966144.52
FENCE
N: 856214.68
E: 966158.60
FENCE
N: 856214.77
E: 966190.41
FENCE
N: 856219.08
E: 966214.02
FENCE
N: 856236.46
E: 966309.42
FENCE
N: 856254.10
E: 966406.09
BLDG
N: 856095.59
E: 966293.93
ANCHOR BLOCK
N: 855913.22
E: 966483.14
ANCHOR BLOCK
N: 855909.68
E: 966474.33
ANCHOR BLOCK
N: 855919.88
E: 966470.22
ANCHOR BLOCK
N: 855923.43
E: 966479.03
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CONCEPTUAL SITE PLAN
A-1
N
PARKING AND
MATERIAL LAY-DOWN
ELECTRICAL
CONTROL BUILDING
F.F.E. 24.00
NOTE:
VERTICAL DATUM: NAVD88
40'10'
SCALE:1"=20'
0 20'
EU
x
E x
TREE LINE/BUSH LINE
EXISTING CONTOUR
EXIST. OVERHEAD ELECTRIC LINE
EXIST. UNDERGROUND ELECTRIC
LEGEND
AGGREGATE SURFACING
WETLAND
X X
SECURITY FENCE - SEE UC504
HANDRAIL - SEE STRUCTURAL
EU
PROPOSED UNDERGROUND ELECT. LINE
E
PROPOSED OVERHEAD ELECTRIC LINE
G x
EXIST. GAS LINE
GUARD RAIL
CONCRETE CURB & GUTTER
EXISTING POWER POLE
PROPOSED BOLLARD
AIR RELIEF VALVEA.R.V.
PROPOSED REMOVABLE BOLLARD
PROPOSED POWER POLE (APPROX. LOCATION -
VERIFY BEFORE INSTALLATION)
PROPOSED SHEET PILES
S
P
R
45°
#4 REBAR
N: 856339.83
E: 965539.92
#4 REBAR
N: 855802.42
E: 965493.90
#4 REBAR
N: 856631.55
E: 966367.01
CONTROL DIAGRAM
NO SCALE
J A
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11.6
11.3
11.1
11.5
11.3
11.4
11.3
11.1
11.5
11.311.0
11.1
11.2
11.1
11.6
12.7
12.3
13.3
12.8
12.3
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RESISITIVITY TEST
RESISITIVITY TEST
100YR EL. 23.0
100YR EL. 23.0
G
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APPROXIMATE
STATE LINE
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N: 856341.725
E: 965606.986
ELEVATION: 36.26
CL DRIVEWAY
HW A2
INV: 30.83
HW A1
INV: 27.86
60.68' of 24"
RCP @ 4.90%
END D2
INV: 12.12
END E2
INV: 11.82
END F2
INV: 11.81
END C2
INV: 11.78
END C1
INV: 11.60
END F1
INV: 11.53
END B2
INV: 11.34
END E1
INV: 11.29
END D1
INV: 11.28
END B1
INV: 11.12
68.61' of 36"
RCP @ 0.32%
65.82' of 36"
RCP @ 0.27%
65.79' of 36"
RCP @ 1.28%
66.66' of 36"
RCP @ 0.80%
72.20' of 36"
RCP @ 0.39%
0 1
LAT: N032° 20' 57.73"
LON: W081° 09' 41.65"
LAT: N032° 20' 59.62"
LON: W081° 09' 43.04"
-0+20 0+00 0+80
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GRADING AND DRAINAGE PLAN
A1 100'0 50'
SCALE:1"=50'
N
PARKING, MATERIAL
LAY-DOWN, AND
STORAGE AREA
OXYGEN
GENERATION
EQUIPMENT
SLAB EL. 24.00
PAD-MOUNTED UTILITY
TRANSFORMER BY
GEORGIA POWER - SEE
UE101 - ELEV. 24.00
DIFFUSERS
APPROXIMATE
EDGE OF RIVER
SHEET
PILING
INTAKE STRUCTURE
TOP SLAB ELEV. 24.00
ELECTRICAL
CONTROL BUILDING
F.F.E. 24.00
SPEECE CONES
SLAB EL. 14.0
FISH RETURN
TROUGH
EQUIPMENT
ACCESS
NOTE:
VERTICAL DATUM: NAVD88
AUTOMATIC TRANSFER
SWITCH BY GEORGIA
POWER - SEE UE101
RETAINING WALL
A1
UC112
PROPOSED
GRADE
EXISTING
GRADE
STORM DRAIN PROFILE
D2
SCALES: 1" = 50' (HORIZ)
1" = 10' (VERT)
CONCRETE
FLUME
CONCRETE
SLAB FOR AC
CONDENSING
UNIT
BALLISTIC
BARRIER
60" STAINLESS STEEL
DISCHARGE PIPE
TRASH DECK
TRACK
TRASH
DUMPSTER
CONCRETE
SLAB
TRUCK DOCK
EU
x
E x
TREE LINE/BUSH LINE
EXISTING CONTOUR
EXIST. OVERHEAD ELECTRIC LINE
EXIST. UNDERGROUND ELECTRIC
LEGEND
AGGREGATE SURFACING
WETLAND
X X
SECURITY FENCE
HANDRAIL - SEE US512
EU
PROPOSED UNDERGROUND ELECT. LINE
E
PROPOSED OVERHEAD ELECTRIC LINE
G x
EXIST. GAS LINE
GUARD RAIL
CONCRETE CURB & GUTTER
DRAINAGE PIPE
PROPOSED CONTOUR
EXISTING POWER POLE
PROPOSED BOLLARD
PROPOSED POWER POLE
20.73 PROPOSED ELEVATION
AIR RELIEF VALVEA.R.V.
PROPOSED REMOVABLE BOLLARD
WET ENHANCED
SWALE #1
WET
ENHANCED
SWALE #2
BORROW AND
SPOIL AREA
A1
UC503
A1
UC503
60" SUPER DUPLEX
STAINLESS STEEL
DISCHARGE PIPE
BORROW AREA
NOTE: CONTRACTOR SHALL
PROVIDE FINISH GRADES
THAT RESULT IN ADEQUATE
DRAINAGE (MIN. 1%)
CONCRETE-LINED DITCH
SEE D4/UC502
J A
N
M
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CONCRETE-LINED DITCH
SEE D4/UC502
CONTRACTOR SHALL INSTALL AN ADDITIONAL 12 INCHES OF
AGGREGATE IN AREA FROM STATION 3+50 TO 3+60 THAT WILL BE
REMOVED AT THE END OF CONSTRUCTION. THE ENDS OF THIS
ADDITIONAL AGGREGATE SHALL BE FEATHERED TO TRANSITION
TO ADJACENT AGGREGATE. THIS MATERIAL WILL BE SPREAD ON
SITE ROADS OR LAYDOWN AREA, AT CO'S DIRECTION
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A. DESIGN CRITERIA:
1. BUILDING CODE - INTERNATIONAL BUILDING CODE 2012 WITH GEORGIA AMENDMENTS.
2. ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.
3. ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY.
4. ACI 630-11 BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES.
5. AISC 360-10 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS.
6. DESIGN DEAD LOADS:
FLOOR= 100PSF
ROOF= 20 PSF
7. DESIGN LIVE LOADS:
A.FLOOR:
COVERED SLABS & FLOORS/WALKWAYS= 125PSF
STAIRS AND CATWALKS= 100 PSF
CONCENTRATED=300 LBS
PARTITION= 15 PSF
B.ROOF= 20 PSF
8. WIND LOADS :
A. PIPE RACK FRAMING
BASIC WIND SPEED: V = 140 MPH
IMPORTANCE FACTOR: I =1.0
EXPOSURE: D
OCCUPANCY CATEGORY: II
B. PIPING
BASIC WIND SPEED: V = 140 MPH
IMPORTANCE FACTOR: I =1.0
EXPOSURE: D
OCCUPANCY CATEGORY: II
9. EARTHQUAKE LOADS:
A. WATER INTAKE STRUCTURE
0.2 SEC SPECTRAL RESPONSE ACCELERATION: SS = 0.312g
1 SEC SPECTRAL RESPONSE ACCELERATION: S1 = 0.12g
OCCUPANCY CATEGORY: II
SITE CLASS: D
DESIGN CATEGORY: C
IMPORTANCE FACTOR: I = 1.0
FRAMING SYSTEM: ORDINARY REINFORCED CONCRETE SHEAR WALLS
RESPONSE MOD. FACTOR: R = 4
SYSTEM OVER-STRENGTH: Ω0 = 2.5
DEFLECTION AMPLIFICATION FACTOR: CD = 4
RESPONSE COEFFICIENT:CS = 0.107
DESIGN BASE SHEAR: V = 1500 KIPS
ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE
B. OXYGENATION STRUCTURE
0.2 SEC SPECTRAL RESPONSE ACCELERATION: SS = 0.312g
1 SEC SPECTRAL RESPONSE ACCELERATION: S1 = 0.12g
OCCUPANCY CATEGORY: II
SITE CLASS: F
DESIGN CATEGORY: C
IMPORTANCE FACTOR: I = 1.0
RESPONSE MOD. FACTOR: R = 3
SYSTEM OVER-STRENGTH: Ω0 = 3
DEFLECTION AMPLIFICATION FACTOR: CD = 3
RESPONSE COEFFICIENT:CS = 0.106
DESIGN BASE SHEAR: V = 124 KIPS
ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE
C. SPEECE CONE STRUCTURE
0.2 SEC SPECTRAL RESPONSE ACCELERATION: SS = 0.312g
1 SEC SPECTRAL RESPONSE ACCELERATION: S1 = 0.12g
OCCUPANCY CATEGORY: II
SITE CLASS: F
DESIGN CATEGORY: C
IMPORTANCE FACTOR: I = 1.0
FRAMING SYSTEM: ORDINARY STEEL CONCENTRICALLY BRACED FRAME
RESPONSE MOD. FACTOR: R = 3.25
SYSTEM OVER-STRENGTH: Ω0 = 2
DEFLECTION AMPLIFICATION FACTOR: CD = 3.25
RESPONSE COEFFICIENT:CS = 0.098
DESIGN BASE SHEAR: V = 79 KIPS
ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE
D. PIPING
0.2 SEC SPECTRAL RESPONSE ACCELERATION: SS = 0.312g
1 SEC SPECTRAL RESPONSE ACCELERATION: S1 = 0.12g
10. SNOW LOADS:
A.GROUND SNOW LOADS PG = 10 PSF
B. GENERAL:
1. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE STARTING WORK.
NOTIFY THE STRUCTURAL ENGINEER IN WRITING OF CONDITIONS ENCOUNTERED IN THE FIELD
CONTRADICTORY TO THOSE SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS.
2. PROVIDE ADEQUATE BRACING FOR STRUCTURES SO THAT THEY WILL BE STABLE DURING ALL
STAGES OF CONSTRUCTION. THE STRUCTURES AND FOUNDATIONS ARE DESIGNED FOR A
COMPLETED CONDITION ONLY AND THEREFORE REQUIRE ADDITIONAL SUPPORT TO MAINTAIN
STABILITY BEFORE COMPLETION. STRUCTURES SHALL BE CONSIDERED COMPLETE WHEN
ALL STRUCTURAL MEMBERS ARE COMPLETED AND HAVE ATTAINED THEIR SPECIFIED DESIGN
STRENGTH AS SHOWN ON THE DRAWINGS.
3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, ADEQUACY, AND SAFETY OF
ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC.
4. COORDINATE STRUCTURAL CONTRACT DOCUMENTS WITH ARCHITECTURAL, MECHANICAL,
ELECTRICAL, PLUMBING AND CIVIL. NOTIFY STRUCTURAL ENGINEER OF ANY CONFLICT AND/OR
OMISSION.
5. COORDINATE AND VERIFY ALL OPENING SIZES AND LOCATIONS WITH ARCHITECTURAL,
MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS. FOR ADDITIONAL OPENINGS NOT
SHOWN ON THE STRUCTURAL DRAWINGS, SEE PROCESS DRAWINGS.
6. REVIEW OF SUBMITTALS AND/OR SHOP DRAWINGS BY THE STRUCTURAL ENGINEER DOES NOT
RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO REVIEW AND CHECK SHOP DRAWINGS
BEFORE SUBMITTAL TO THE STRUCTURAL ENGINEER. THE CONTRACTOR REMAINS SOLELY
RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP
DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, AND DIMENSIONS SPECIFIED IN THE
CONTRACT DOCUMENTS. CONTRACTOR IS ALSO RESPONSIBLE FOR MEANS, METHODS,
TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION.
C. FOUNDATIONS:
1. THE DESIGN OF THE FOUNDATIONS, RETAINING WALLS, STRUCTURAL SLABS AND SHEET PILE
WALLS IS BASED ON CRITERIA ESTABLISHED IN THE GEOTECHNICAL REPORT PREPARED BY
AMEC ENVIRONMENT & INFRASTRUCTURE, INC.,.
2. A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF GEORGIA SHALL INSPECT THE
CONDITION AND ASSURE THE ADEQUACY OF ALL SUB GRADES, FILLS AND BACK FILLS BEFORE
PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS, AND WALLS. HE SHALL SUBMIT REPORTS
TO THE CONTRACTING OFFICER DESCRIBING HIS FINDINGS, INCLUDING ANY
NON-CONFORMING WORK.
3. GROUND WATER SHALL BE KEPT AT LEAST 3 FEET BELOW THE DEEPEST FOUNDATION
BEARING ELEVATION DURING CONSTRUCTION.
4. FOR EARTHWORK & BACKFILL INSTALLATION REFER TO SPECIFICATION SECTION 31 00 00.
5. FOOTINGS MAY BE CAST INTO AN EARTH-FORMED TRENCH IF SOIL CONDITIONS PERMIT.
6. EXCAVATION FOR FOOTING SHALL BE CUT TO ACCURATE SIZE AND DIMENSIONS AS SHOWN
ON PLANS. ALL SOIL BELOW SLABS AND FOOTINGS SHALL BE PROPERLY COMPACTED AND
SUB-GRADE BROUGHT TO A REASONABLE TRUE AND LEVEL PLANE BEFORE PLACING
CONCRETE.
7. FOOTING CONCRETE SHALL BE CAST ON THE SAME DAY THE EXCAVATION IS APPROVED. IF
THE BEARING SURFACE IS ALLOWED TO BECOME DISTURBED IN ANY WAY, IT SHALL BE
REWORKED TO THE SATISFACTION OF THE TESTING ENGINEER PRIOR TO CASTING OF THE
CONCRETE.
8. NO EXCAVATION SHALL BE CLOSER THAN A SLOPE OF 2:1 (2 HORIZONTAL TO 1 VERTICAL) TO A
FOOTING. PROVIDE SHORING AND PROTECTION FOR EXCAVATION BANKS AS NECESSARY TO
PRESERVE SAFETY AND PREVENT CAVING.
9. ALL BEARING STRATA SHALL BE ADEQUATELY DRAINED BEFORE FOUNDATION CONCRETE IS
PLACED.
10.THERE SHALL BE NO HORIZONTAL OR VERTICAL CONSTRUCTION JOINTS IN ANY FOUNDATION
WITHOUT PRIOR WRITTEN APPROVAL FROM ENGINEER.
11.CONCRETE CAST ON SLOPING SURFACES SHALL BEGIN AT THE LOWEST ELEVATION AND
CONTINUE MONOLITHICALLY TOWARD THE HIGHER ELEVATION UNTIL THE INTENDED POUR IS
COMPLETED.
D. CONCRETE:
1. ALL CONCRETE WORK SHALL CONFORM TO ACI 301, "SPECIFICATIONS FOR STRUCTURAL
CONCRETE FOR BUILDINGS. DESIGN IS BASED ON ACI 318, "BUILDING CODE REQUIREMENTS
FOR REINFORCED CONCRETE.
2. CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH IN ACCORDANCE WITH THE
FOLLOWING:
STRENGTH
INTAKE STRUCTURE 5000 PSI (WITH SILICA FUME)
ELECTRICAL BUILDING SLAB 4000 PSI
ALL OTHER CONCRETE
SLABS INDICATED ON THE
STRUCTURAL DRAWINGS 4000 PSI
3. THE PROPOSED MATERIALS AND MIX DESIGN SHALL BE FULLY DOCUMENTED AND REVIEWED
BY THE GOVERNMENT'S TESTING LABORATORY. RESPONSIBILITY FOR OBTAINING THE
REQUIRED DESIGN STRENGTH IS THE CONTRACTOR'S.
4. ALL MIXING, TRANSPORTING, PLACING AND CURING OF CONCRETE SHALL BE DONE IN
ACCORDANCE WITH THE RECOMMENDATIONS OF THE AMERICAN CONCRETE INSTITUTE.
5. USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IN CONCRETE IS NOT
PERMITTED.
6. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 UNLESS NOTED OTHERWISE.
7. REINFORCING SHALL BE EPOXY COATED AT LOCATIONS THAT WILL BE SUBJECT TO
SUBMERGED CONDITIONS:
A. INTAKE STRUCTURE
B. CAST-IN-PLACE OR PRECAST CONCRETE DISCHARGE PIPE STRUCTURES.
8. WELDED WIRE FABRIC (MESH) SHALL CONFORM TO ASTM A185 AND SHALL BE PROVIDED IN
FLAT SHEETS (ROLLS NOT PERMITTED). LAP TWO SQUARES AT SPLICES.
9. UNLESS NOTED OTHERWISE, SAMPLES FOR STRENGTH TESTS OF EACH CLASS OF CONCRETE
PLACED EACH DAY SHALL BE TAKEN BY THE TESTING AGENCY NOT LESS THAN ONCE A DAY,
NOR LESS THAN ONCE FOR EACH 100 CUBIC YARDS OF CONCRETE, NOR LESS THAN ONCE
FOR EACH 5000 SQUARE FEET OF SURFACE AREA FOR SLABS AND WALLS. SAMPLE CONCRETE
IN ACCORDANCE WITH ASTM C172. PERFORM THE FOLLOWING TESTS IN ACCORDANCE WITH
THE INDICATED STANDARD:
SLUMP: ASTM C143
AIR CONTENT: ASTM C231 OR C173
COMPRESSIVE STRENGTH: ASTM C39, WITH ONE CYLINDER AT 7 DAYS, 2 CYLINDERS AT 28
DAYS, AND ONE SPECIMEN HELD IN RESERVE.
10.HORIZONTAL CONSTRUCTION JOINTS ARE PERMITTED ONLY WHERE INDICATED. THE
LOCATION OF VERTICAL CONSTRUCTION JOINTS SHALL BE APPROVED BY THE ARCHITECT.
CONSTRUCTION JOINTS SHALL BE THOROUGHLY ROUGHENED BY MECHANICAL MEANS, AND
CLEANED.
11.PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE; SPLICE ONLY AS SHOWN OR
APPROVED; STAGGER SPLICES WHERE POSSIBLE; USE CLASS "B" TENSION SPLICE UNLESS
NOTED OTHERWISE. DOWELS SHALL MATCH THE SIZE AND SPACING OF THE SPECIFIED
REINFORCEMENT AND SHALL BE LAPPED WITH CLASS "B" TENSION SPLICES. UNLESS NOTED
OTHERWISE LAP LENGTHS EXPRESSED IN NUMBER OF BAR DIAMETERS SHALL BE AS FOLLOWS.
APPROVED MECHANICAL COUPLERS MAY BE USED IN LIEU OF PHYSICAL SPLICING:
FOR UNCOATED REINFORCING BAR:
FOR EPOXY COATED REINFORCING BAR :
NOTE:
TOP BARS ARE HORIZONTAL BARS WHERE THE DEPTH OF CONCRETE CAST IN ONE LIFT
BENEATH THE BAR EXCEEDS 12". PROVIDE TOP BAR LAP SPLICE LENGTH FOR ALL
CONCRETE WALL HORIZONTAL BARS.
AT EPOXY COATED WITH COVER < 3db OR CLEAR SPACING < 6db USE MECHANICAL
COUPLERS.
12.PROVIDE #4 @ 12” CENTERS TEMPERATURE BARS AT RIGHT ANGLES TO MAIN BARS FOR ALL
SOLID SLABS ABOVE GRADE UNLESS NOTED OTHERWISE.
13.MINIMUM CONCRETE COVER (UNLESS NOTED OTHERWISE) SHALL BE:
14.SCHEDULED OR DETAILED REINFORCING STEEL SHALL NOT BE TACK WELDED FOR ANY
REASON. WELDED REINFORCING STEEL SPLICES ARE NOT PERMITTED WITHOUT ENGINEER
APPROVAL. WHERE WELDING IS APPROVED IT SHALL CONFORM TO AWS D1.4 STRUCTURAL
WELDING CODE - REINFORCING STEEL.
15.CORNER BARS SHALL BE OF EQUAL SIZE AND SPACING AS THE MAIN REINFORCING AND LAP
SPLICES TO 44 BAR DIAMETERS MINIMUM.
16.SLAB-ON-GRADE SHALL BE SAW CUT IMMEDIATELY AFTER CONCRETE HARDENS.
CONTRACTOR TO SUBMIT LAYOUT AND CONSTRUCTION SCHEDULE.
17.SAWN CONTROL JOINTS SHALL BE PLACED AS SOON AS CONCRETE IS ABLE TO BE SAWN
WITHOUT PULLING AGGREGATE FROM FLOOR. SLABS SHALL NOT BE LEFT OVERNIGHT, OR
ANY REASONABLE AMOUNT OF TIME, WITHOUT SAWING JOINTS. WEATHER IS CRITICAL TO
SCHEDULE OF SAWN JOINTS. IF LARGE AREAS OF SLAB ARE POURED AT ONE TIME, SEVERAL
SAWN MAY BE REQUIRED TO PROVIDE JOINTS ARE POURED AT ONE TIME, SEVERAL SAWS MAY
BE REQUIRED TO PROVIDE JOINTS IN TIME TO PREVENT SHRINKAGE CRACKING. PROPER
JOINTING OF SLAB IS CRITICAL. REFER TO ACI MANUAL OF CONCRETE PRACTICE FOR PROPER
JOINTING TECHNIQUES.
18.WHERE FOOTINGS, WALLS, OR OTHER STRUCTURAL ELEMENTS INTERSECT, CORNER OR TEE,
PROVIDE CORNER BARS WITH REQUIRED LAP LENGTHS TO PROVIDE CONTINUITY OF
HORIZONTAL STEEL REINFORCING U.N.O.
19.PROVIDE A MINIMUM OF 3” COVER FOR ANCHOR BOLTS AND LOCATE HORIZONTAL
REINFORCEMENT TO THE OUTSIDE FOR ANCHOR BOLT CONTAINMENT, U.N.O.
20.PROVIDE TEMPORARY SHORING AND BRACING OF ALL STRUCTURAL AND MISCELLANEOUS
ELEMENTS UNTIL CONCRETE HAS OBTAINED DESIGN STRENGTH AND ALL PERMANENT
BRACING ELEMENTS ARE INSTALLED.
21.WHEN PLACING CONCRETE UNDER HOT OR COLD WEATHER CONDITIONS COMPLY WITH THE
LATEST EDITIONS OF ACI305R: "HOT WEATHER CONCRETING" OR ACI306R: "COLD WEATHER
CONCRETING".
22.TIE ALL REINFORCING STEEL AND EMBODIMENTS SECURELY IN PLACE PRIOR TO PLACING
CONCRETE. PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN THE POSITION OF REINFORCEMENT
WITHIN SPECIFIED TOLERANCES DURING ALL CONSTRUCTION ACTIVITIES. "STICKING" DOWELS
INTO WET CONCRETE IS NOT PERMITTED.
E. STRUCTURAL STEEL:
1. DESIGN CODE:
THIRTEENTH EDITION AMERICAN INSTITUTE OF STEEL CONSTRUCTION "SPECIFICATION FOR
STRUCTURAL STEEL BUILDINGS, AISC 360-10.
2. SHOP DRAWINGS PREPARED IN ACCORDANCE WITH THE LATEST "STRUCTURAL STEEL
DETAILING MANUAL" OF THE AISC SHALL BE SUBMITTED FOR APPROVAL. NO FABRICATION
SHALL BEGIN UNTIL SHOP DRAWINGS ARE COMPLETED AND APPROVED.
3. STEEL SHALL CONFORM TO THE FOLLOWING GRADES:
WIDE FLANGE SHAPES : ASTM A992 (FY=50KSI)
ALL CHANNELS, ANGLES, PLATES, ETC. (UNO): ASTMA36 (FY=36KSI)
STRUCTURAL TUBES: ASTMA500 (FY=46KSI)
ANCHOR BOLTS: ASTMF1554, GRADE 55, U.N.O.
STEEL PIPE: ASTMA53 (FY=35KSI)
BOLTS U.N.O. ASTMA325
WELDING ELECTRODES: ASTME70XX
HARDENED STEEL WASHERS: ASTMF436
NOTE:
ALL CARBON STEEL SHALL BE HOT DIPPED GALVANIZED
4. USE PRE-QUALIFIED WELDED JOINTS AS PER ANSI/AWS D1.1 "STRUCTURAL WELDING CODE-
STEEL". USE ONLY CERTIFIED WELDERS, MINIMUM E70XX ELECTRODES UNLESS NOTED
OTHERWISE.
5. DO NOT USE GAS CUTTING TORCHES FOR CORRECTING FABRICATION ERRORS IN THE
STRUCTURAL FRAMING.
6. BOLTED CONNECTIONS SHALL BE ASSEMBLED AND INSPECTED ACCORDING TO
"SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR ASTM A490 BOLTS".
7. PROVIDE TEMPORARY BRACING OF STRUCTURAL FRAMING UNTIL ALL PERMANENT BRACING,
ROOF DECKS (DIAPHRAGMS) ARE COMPLETELY INSTALLED.
8. PAINT STRUCTURAL STEEL IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. DO NOT
PAINT STEEL SURFACES TO BE ENCASED IN CONCRETE OR RECEIVE SPRAYED ON
FIREPROOFING, CONNECTIONS DESIGNATED AS FRICTION TYPE, OR TO BE WELDED.
9. THE FABRICATOR IS RESPONSIBLE FOR THE DESIGN OF ALL CONNECTIONS SHOWN ON THE
STRUCTURAL DRAWINGS. CONNECTIONS SHOWN ARE SCHEMATIC AND ARE ONLY INTENDED
TO SHOW THE RELATIONSHIP OF MEMBERS CONNECTED. CONNECTION DETAILS INDICATED
ON THE DRAWINGS SHALL BE INCORPORATED INTO FABRICATOR'S CONNECTION DESIGN, SEE
SPECIFICATIONS. UNLESS NOTED OTHERWISE PROVIDE THE GREATER OF ONE OF THE
FOLLOWING BEAM END CONNECTIONS:
MINIMUM 5/16" THICK DOUBLE ANGLE SHEAR CONNECTION, FULL DEPTH OF THE BEAM,
WELDED OR BOLTED WITH VERTICAL BOLT SPACING = 3", OR
WHERE BEAM REACTIONS ARE SHOWN, CONNECTIONS SHALL DEVELOP THE REACTION
GIVEN, OR
WHEN BEAM REACTIONS ARE NOT SHOWN, CONNECTIONS SHALL BE PROPORTIONED TO
SUPPORT 60% OF THE TOTAL UNIFORM LOAD CAPACITY (ULC) SHOWN IN THE UNIFORM LOAD
TABLES OF THE AISC MANUAL, FOR THE GIVEN BEAM, SPAN, AND GRADE OF STEEL
SPECIFIED.
CONNECTIONS SHALL BE PROPORTIONED FOR THE ECCENTRICITY BETWEEN THE
CONNECTION CENTROID AND THE CENTROID OF THE SUPPORTING MEMBER.
BOLTS SHALL BE 3/4" DIA. ASTM A325, U.N.O.
MOMENT CONNECTIONS SHALL BE PROPORTIONED FOR 100% OF THE DESIGN FLEXTURAL
STRENGTH OF THE GIVEN BEAM.
10.SPLICING OF STEEL MEMBERS UNLESS SHOWN ON THE DRAWINGS IS PROHIBITED WITHOUT
WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER.
11.NO HOLES SHALL BE CUT IN ANY STEEL ELEMENT UNLESS THEY ARE DETAILED ON THE
DRAWINGS.
12.FABRICATE AND ERECT STEEL MEMBERS WITH NATURAL CAMBER UP.
13.UNLESS OTHERWISE SHOWN ON DRAWINGS, SIZE OF WELDS SHALL NOT BE SMALLER THAN
1/4”.
14.THE CONTRACTOR SHALL PROVIDE, AT NO ADDITIONAL COST, ALL ADDITIONAL STEEL
CONNECTIONS, GUYING, ETC. REQUIRED FOR ERECTION.
15.OBTAIN ALL FIELD MEASUREMENTS REQUIRED FOR PROPER FABRICATION AND INSTALLATION
OF WORK PRIOR TO DETAILING. PRECISE MEASUREMENTS ARE THE SOLE RESPONSIBILITY OF
THE CONTRACTOR.
16.PROVIDE STIFFENERS FINISHED TO BEAR UNDER ALL LOAD CONCENTRATIONS ON
SUPPORTING MEMBERS, ON ALL MEMBERS FRAMING OVER COLUMNS, AT BEAM COLUMN
JOINTS (AS REQUIRED BY THE AISC SPECIFICATIONS) AND WHERE SHOWN ON THE DRAWINGS.
CONCRETE COVER
A #11 BARS AND SMALLER 3/4 INCHES
B
UNFORMED SURFACE IN CONTACT WITH THE GROUND 3 INCHES
EXTERIOR BASEMENT WALLS 3 INCHES
INTERIOR BASEMENT WALLS 3 INCHES
C
FORMED SURFACES EXPOSED TO EARTH OR WATER
#6 BARS AND LARGER 2 INCHES
#5 BARS AND SMALLER 1 1/2 INCHES
D
FORMED SURFACES NOT EXPOSED TO EARTH OR WATER
BEAMS, GIRDERS AND COLUMNS 1 1/2 INCHES
SLABS, WALLS, JOISTS 3/4 INCHES
REINFORCING BAR LAP SPLICE SCHEDULE (GENERAL USE), U.N.O
BAR SIZE CLASS
TOP BARS OTHER BARS
4000 PSI 5000 PSI 4000 PSI
5000 PSI
#6 OR
SMALLER
A 49 DIA 44 DIA 38 DIA 34 DIA
B 64 DIA 57 DIA 49 DIA 44 DIA
LARGER
THAN #6
A 62 DIA 55 DIA 47 DIA 42 DIA
B 80 DIA 72 DIA 62 DIA 55 DIA
J A
N
B
E C
REINFORCING BAR LAP SPLICE SCHEDULE (INTAKE STRUCTURE), U.N.O
BAR SIZE CLASS
TOP BARS OTHER BARS
4000 PSI 5000 PSI 4000 PSI
5000 PSI
#6 OR
SMALLER
A 59 DIA 53 DIA 46 DIA 41 DIA
B 77 DIA 69 DIA 59 DIA 53 DIA
LARGER
THAN #6
A 74 DIA 66 DIA 57 DIA 51 DIA
B 96 DIA 86 DIA 74 DIA 66 DIA
F E
B
B
E C
C
D
3.7 2.9 1.41.83.5
6"
6'-8"
6"
6'-8"
6"
6'-8"
6"
6"
6"
S A
V A
N N
V
O
X Y
G E
N A
T I O
N
P
R O
J E
C T
V
E R
I N
T A
K
R
U C
T U
O
U N
D A
T I O
N
P
L A
N
US100
M
D
A N
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L
L
K
I M
P E
L B
L A
I S
S T
O A
Z I Z
U S d w g
M
G
A R
V E
R
N
O V
E M
B E
R
W H
N R
C W
K
1/4" = 1'-0"
INTAKE STRUCTURE - FOUNDATION PLAN
A1
12'-10" 27'-11" 16'-0" 28'-1"
89'-10"
1'-6"
3'-0"x4'-0"x1'-0"
DEEP
SUMP PIT
3'-0" 37'-9" 3'-0" 42'-7"
1'-6"
H
P x
T
Y
P
2'-1"15'-2 1/2"2'-1"
A1
US303
A1
US300
SLAB RECESS
AT STOP GATE
(TYP.)
SLAB RECESS
AT STOP GATE
(TYP.)
D
C
A
B
D E
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T I O
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A
SAVANNAH
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R P
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O
F
E
N G
I N
E E
R S
S A
V A
N N
S
T R
I C
T
F I L
E
N
A M
E
S U
B M
I T
T E
D
B
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D W
N
B
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C K
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
S O
L I C
I T
A T
I O
N
N
O
C O
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$$USERNAME$$
$$SYSTIME$$
$$DGNSPEC$$
D G
N S
P E
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S Y
S T
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E
U S
E R
N A
M E
1'-6"
2'-0"
7 @ 5'- 6" = 38'-6"
5'-4"
5 @ 6'-0" = 30'-0"
5'-5"
5'-7"
NOTES:
1. REFERENCE UC001 FOR VERTICAL DATUM. TOP OF
SLAB ELEVATION VARIES U.N.O., REFERENCE US300
FOR ADDITIONAL INFORMATION.
2. INDICATES SLAB STEP, COORDINATE
LOCATION, ELEVATION, AND EXTENT OF ALL
DEPRESSED SLABS WITH MECHANICAL DRAWINGS
PRIOR TO CONSTRUCTION.
3. INDICATES LOCATION OF HP 14x89 PILE. ALL
PILES SUPPORTING THE INTAKE STRUCTURE SHALL
BE TENSION PILES. MINIMUM TIP ELEVATION SHALL
BE -50-0". PILES SHALL BE DRIVEN BELOW MINIMUM
TIP ELEVATION UNTIL AN ALLOWABLE
COMPRESSIVE CAPACITY OF 150 TONS IS
ACHIEVED.
4. STEEL H-PILES SHALL BE DRIVEN FROM THE
WORKING SURFACE WITHOUT PRIOR PILOT HOLE
CONSTRUCTION, I.E. JETTING OR PRE-DRILLING.
5. FOR PILE INSTALLATION PROCEDURES, DRIVING
CRITERIA, ETC., SEE THE PROJECT SPECIFICATIONS.
6. REFERENCE US140 FOR ADDITIONAL INFORMATION
ON SHEET PILES.
7. WITHDRAWAL OF INSTALLED SHEET PILES IS NOT
PERMITTED. THE ENGINEER OF RECORD SHALL BE
CONTACTED IF SHEET PILE RECOVERY IS
REQUIRED.
8. FOR STANDARD CONC. DETAILS, REFERENCE
DRAWING US500.
3'-0"x4'-0"x1'-0"
DEEP
SUMP PIT
A1
US302
A1
US301
4'-0"
A4
US503
A4
US503
SIM.
3'-0"x4'-0"x1'-0"
DEEP
SUMP PIT
B4
US503
C4
US503
C5
US503
US503
B4
SIM.
C2
US503
CIVIL WORK POINT #8
(FACE OF CONCRETE
AT FOUNDATION
LEVEL). REFERENCE
UC102.
1'-8
2"
3'-6" TYP.
T Y
P
FIXED LADDER TO DECK, TYP.
REFERENCE C1/US511
FIXED LADDER TO
DECK, TYP.
REFERENCE
A3/DS511
25'-7"
2'-6" 2'-6"
RC FTG. W/ #7@12 LONG #5@12
SHORT TOP & BOTT W/ 180° HOOKS
EA. END @ PROCESS PIPING
C O
O R
D I N
A T
E
S
L A
B
L O
C A
T I O
N
W
I T
H
P R
O C
E S
S
P
I P
I N
G x x
G
T
O
J A
N
B
E C
F E
B
B
E C
8'-6"x25'-7"x6" THK HOUSEKEEPING SLAB
T/SLAB = +23'-6"
REINF. w/ #4 @12" EA. WAY BOTT.
OR EQUIVALENT W.W.F.
C J
C
D
3.7 2.9 1.41.83.5
A
B
C
D
3.7 2.9 1.41.83.5
S A
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N
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T U
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A
N
US101
M
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Z I Z
U S d w g
M
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A R
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N
O V
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B E
R
W H
N R
C W
K
1/4"=1'-0"
INTAKE STRUCTURE - DECK PLAN
A1
1'-0"
2'-0"
1'-0"
TRASH RAKE
SUPPORT
(TYP.)
BAR SCREEN
ASSEMBLY
TYP.
I N
T A
A
N N
N
T A
A
N N
N
T A
A
N N
16'-0"
2'-0"
2'-0" 1'-6"
89'-10"
1'-6"
13'-5"
OPN'G AT PUMP
ASSEMBLY
2'-0"
D
C
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B
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O
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R S
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N N
S
T R
I C
T
F I L
E
N
A M
E
S U
B M
I T
T E
D
B
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D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
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D A
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S O
L I C
I T
A T
I O
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N
O
C O
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R A
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$$USERNAME$$
$$SYSTIME$$
$$DGNSPEC$$
D G
N S
P E
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S Y
S T
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E
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E R
N A
M E
1'-6" 1'-6"1'-6"
12'-10"
1'-6" 1'-6" 4'-0"5'-8"
EDGE OF
SLAB BELOW
FISH TROUGH TO
RIVER, COORD. W/
MECH/PROCESS DWGS
NOTES:
1. REFERENCE UC001 FOR VERTICAL DATUM.
TOP OF SLAB ELEVATION = +24'-0"
2. C.J. INDICATES THE LOCATION OF CONTROL
JOINT AT SLAB ON GRADE REFERENCE DETAIL
D3/US500 FOR ADDITIONAL INFORMATION.
3. VERIFY REQUIRED CLEAR DIMENSIONS WITH
SUPPLIER OF ACTUAL EQUIPMENT AND
FIXTURES TO BE INSTALLED.
4. 1x1/8 REMOVABLE GRATING. REF. DETAIL A1 /
US500 FOR BEARING DETAIL.
5. REFERENCE US601 FOR COLUMN SIZE, BASE
PLATE AND ANCHOR BOLT INFORMATION.
A1
US303
A1
US300
A1
US302
A1
US301
STOP GATE
ASSEMBLY
SET #1
7'-0"
TYP.
OPN'G AT PUMP
ASSEMBLY
OPN'G AT PUMP
ASSEMBLY
OPN'G AT DUAL FLOW SCREEN
OPN'G AT DUAL FLOW SCREEN
OPN'G AT DUAL FLOW SCREEN
1'-6"1'-8"1'-6"
3'-0"2'-0"
3'-0"2'-0"
3'-0"2'-0"
C.J.
C.J.
6" SLAB ON GRADE
W/ 6x6-5.5x5.5 WWF
ON GRADED
AGGREGATE BASE.
STOP GATE
ASSEMBLY
SET #2
GUARDRAIL POST. REF. US102
FOR LOCATION, REF. US512
FOR DETAIL.
CATWALK POST.
REF. US512 FOR MORE INFO.
GUARDRAIL @
LADDER ACCESS
(TYP.) REF
B1/US512
5'-2 1/2"
2'-1"2'-1" 6'-8"
R B
B M
B M
B M
B M
B M
B M
BM-1
BM-1
BM-1
BM-1
BM-1
BM-1
RB-1
RB-1
RB-2C
RB-2C
RB-2C
RB-2A
RB-2B
RB-2
RB-2A
RB-2C
RB-2A
RB-2B
RB-2A
RB-2
RB-1
RB-1
RB-2C
RB-2C
B M
B M
B M
B M
B M
B M
BM-1
BM-1A
BM-1
BM-1A
BM-1
BM-1A
B M
B M
B M
B M
B M
B M
B M
B M
B M
R B
R B
R B
1'-6"
8'-6 1/2"
C
P
R
C
P
R
C
P
R
C
P
R
C
P
R
C
P
R
C
P
R
C
P
R
C
P
R
C
P
R
C
P
R
C
P
R
C
P
R
C
P
R
C
T
R
C
T
R
C
T
R
C
T
R
C
J
C
C
J
C
B3
US503
20'-2" 7'-7"
2'-10"
27'-11"
7"
13'-0"
10'-0"
1'-6"
2'-8" 1'-6"
CIVIL WORK POINT #8
(FACE OF CONCRETE
AT FOUNDATION
LEVEL). REFERENCE
UC102.
6'-11"15'-5"5'-9"
13'-5" 12'-6"
FOR PILE CAP,
SEE A1/US100
C
P
R
C
P
R
C
P
R
J A
N
B
E C
OPENING FOR
LADDER
ACCESS
(SEE NOTE 4)
OPENING FOR
LADDER
ACCESS
(SEE NOTE 4)
OPENING FOR
LADDER
ACCESS
(SEE NOTE 4)
OPENING FOR
LADDER
ACCESS
(SEE NOTE 4)
OPN'G AT
SUMP ACCESS
(SEE NOTE 4)
OPENING FOR
LADDER
ACCESS
(SEE NOTE 4)
OPN'G AT
SUMP ACCESS
(SEE NOTE 4)
OPENING FOR
LADDER
ACCESS
(SEE NOTE 4)
OPN'G AT
SUMP ACCESS
(SEE NOTE 4)
F E
B
B
E C
OPN'G
(PUMP)
(SEE NOTE 4)2
OPN'G
(PUMP)
(SEE NOTE 4)2
OPN'G
(PUMP)
(SEE NOTE 4)2
OPN'G
(PUMP)
(SEE NOTE 4)
OPN'G
(PUMP)
(SEE NOTE 4)
OPN'G
(PUMP)
(SEE NOTE 4)
C
D
3.7 2.9 1.41.83.5
A
B
C
D
3.7 2.9 1.41.83.5
3'-0"
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T U
A
T W
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F
R A
M I N
G
P L
A N
US102
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U S d w g
M
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A R
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N
O V
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B E
R
W H
N R
C W
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D
C
A
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R I P
T I O
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A
SAVANNAH
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REFERENCE
NUMBER
SHEET
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
S A
V A
N N
S
T R
I C
T
F I L
E
N
A M
E
S U
B M
I T
T E
D
B
Y
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
C A
T E
G O
D
E
P L
T
E
P L
A
L E
S
I Z
E
D
X
$$USERNAME$$
$$SYSTIME$$
$$DGNSPEC$$
D G
N S
P E
C
S Y
S T
I M
E
U S
E R
N A
M E
US512
C3
C3
US512
1/4" = 1'-0"
INTAKE STRUCTURE - CATWALK FRAMING PLAN
A1
STEEL GRATE
STAIR UP
FISH TROUGH UNDER
CATWALK, COORDINATE
W/ MECH/PROCESS DWGS
DUAL
FLOW SCREEN
DUAL
FLOW SCREEN
DUAL
FLOW SCREEN
STOP GATE
ASSEMBLY
STOP GATE
ASSEMBLY
STOP GATE
ASSEMBLY
SUPPORT
AT CRANE #1
REF.D1/US304
FOR CRANE REACH
PUMP
ASSEMBLY
PUMP
ASSEMBLY
PUMP
ASSEMBLY
PUMP
PUMP
PUMP
PUMP
PUMP
PUMP
66'-4" 9'-1" 2'-0" 16'-0"
37'-0"
14 EQUAL SPACES GUARDRAIL POST @ 4'-0" EA. = 56'-0"
Q U
N
D R
A
E
Q U
N
D R
A
S
DUAL FLOW
SCREEN DEBRIS
TROUGH
3'-7"
C12x20
C12x20
SLAB ON GRADE
STAIR UP
T/CONC DECK
+24.00'
C12x20
A1
US303
A1
US300
A1
US302
A1
US301
W24x68
MOMENT
CONNECTION
BEAM SIZE
COLUMN
C=1
CAMBER (INCHES)
OPENING FOR
SUMP
PUMP ACCESS
OPENING FOR
SUMP
PUMP ACCESS
OPENING FOR
LADDER
ACCESS
OPENING FOR
LADDER
ACCESS
OPENING FOR
SUMP
PUMP ACCESS
OPENING FOR
LADDER
ACCESS
TRASH RAKE
SUPPORT (TYP.)
3'-0"
C3
US512
1'-7"
6'-10"2'-5"
3T@9" EA.
4R@ 9" EA.
12'-2" 11'-0"
2T@9" EA.
3R@ 8" EA.
1'-6" 12'-0"
D1
US512
D1
US512
D1
US512
A1
US304
B4
US304
LADDER
REF: C3/US511
LADDER
REF: C1/US511
1'-4"
1'-4"
ANGLE KICKER REQUIRED
SEE NOTE 1.0 ON SHEET
B4/US304
12'-8"
SIM
SIM
W24x68 (HI)
HSS7x7x5/16 (KICKER LOW)
W x
W x
W x
W21x84 (HI)
HSS7x7x5/16 (KICKER LOW)
W24x84 (HI)
HSS7x7x5/16 (KICKER LOW)
W24x68 (HI)
HSS7x7x5/16 (KICKER LOW)
W x
W x
W x
D1
US304
C1
US304
OPENING FOR
LADDER
ACCESS
FIXED
LADDER
BYPASSING
PIPE, REF.
A3/US511
OPENING FOR
LADDER
ACCESS
3'-4"
W x
W x
W x
W x
W x
W x
W x
W x
C12x20
C12x20
W8x18
W x
L
O W
C x
H
I
W x
L
O W
C x
H
I
W x
L
O W
C x
H
I
W x
L
O W
C x
H
I
W x
L
O W
C x
H
I
W x
W x
W x
STOP GATE
STORAGE RACK
STOP GATE
STORAGE RACK
W x
W8x18
C12x20 (HI)
C12x20 (HI)
W x
W x
W x
NOTES:
1.
2. REFERENCE US512 FOR HANDRAIL
INFORMATION
3. U.N.O. ALL STEEL SHALL BE HOT DIPPED
GALVANIZED.
4. INDICATES STEEL GRATE SPAN
- A INDICATES 1"x
" BAR GRATE
- B INDICATES 1-1/2"x
" BAR GRATE.
REFERENCE B1/US512
R E
F E
R E
N C
E
B
U
S
GUARDRAIL @
LADDER & PUMP
ACCESS (TYP.)
REF B1/US512
FIXED LADDER,
REFERENCE
C1/US511 .
GUARDRAIL @
LADDER ACCESS
REF. B1/US512
STEEL GRATE
SUPPORT
AT CRANE #2
REF. C1/US304
FOR CRANE REACH
1'-0"
SIGN SUPPORT,
SEE A3/US514
1'-0"
SIGN SUPPORT,
SEE A3/US514
W x
L
O W
C x
H
I
9'-5"
6"
6"
W8x18
W8x18
W8x18
W8x18
W x
W8x18
W x
W x
7'-6" 6'-6" 2'-0"
(*) ANGLE KICKER REQ'D
REF NOTE 1 B4/US304
(*) ANGLE
KICKER
REQ'D
REF NOTE 1
B4/US304
A A
A
B
B
F E
B
B
C
D
3.7 2.9 1.83.5
A
B
C
D
3.7 2.9 1.83.5
S A
V A
N N
V
O
X Y
G E
N A
T I O
N
P
R O
J E
C T
V
T A
R
U C
T U
I P
E
R
A C
K
F
R A
M I N
G
P L
A N
US103
M
D
A N
I E
L
L
K
I M
P E
L B
L A
I S
S T
O A
Z I Z
U S d w g
M
G
A R
V E
R
N
O V
E M
B E
R
W H
N R
C W
K
D
C
A
B
D E
S C
R I P
T I O
N D
A
SAVANNAH
S Y
M B
O L
B Y
PLATE
REFERENCE
NUMBER
SHEET
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
S A
V A
N N
S
T R
I C
T
F I L
E
N
A M
E
S U
B M
I T
T E
D
B
Y
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
C A
T E
G O
D
E
P L
T
E
P L
A
L E
S
I Z
E
D
X
$$USERNAME$$
$$SYSTIME$$
$$DGNSPEC$$
D G
N S
P E
C
S Y
S T
I M
E
U S
E R
N A
M E
1/4" = 1'-0"
INTAKE STRUCTURE - PIPE RACK FRAMING PLAN
A1
STAIR UP
DUAL
FLOW SCREEN
DUAL
FLOW SCREEN
DUAL
FLOW SCREEN
PUMP
ASSEMBLY
PUMP
ASSEMBLY
PUMP
ASSEMBLY
PUMP
PUMP
PUMP
PUMP
PUMP
PUMP
13 EQUAL 4'-0" SPACES AT HAND RAIL POST = 52'-0"
T O
S
W x
H
I
T
O
S
W x
W18x40
W18x40
T.O.S. = +40'-10"
W21x68
T.O.S. = +40'-10"
W21x68
T.O.S. = +40'-10"
W21x68
T.O.S. = +40'-10"
W21x68
T O
S
W x
T O
S
W x
T O
S
W x
7'-4" 3'-7"
W18x40
SLAB ON GRADE
BEYOND
T/CONC DECK
+24.00'
A1
US303
A1
US300
W24x68
MOMENT
CONNECTION
BEAM SIZE
COLUMN
C=1
CAMBER (INCHES)
W18x40
W18x40
W18x40
W18x40
W18x40
W18x40
T O
S
W x
T.O.S. = +40'-10"
W21x68
T.O.S. = +40'-10"
W21x68
W x
H
I
T
O
S
W x
O
S
OPENING FOR
SUMP
PUMP ACCESS
OPENING FOR
SUMP
PUMP ACCESS
OPENING FOR
LADDER
ACCESS
OPENING FOR
LADDER
ACCESS
OPENING FOR
SUMP
PUMP ACCESS
OPENING FOR
LADDER
ACCESS
T O
S
W x
T O
S
W x
W18x50
D4
US304
D3
US304
C3
US304
C4
US304
OPENING FOR
LADDER
ACCESS
20'-2" 7'-7"
7"
13'-0"11'-6"
W x
W x
W x
T.O.S. = +40'-10"
W21x68
T.O.S. = +40'-10"
W21x68
NOTES:
1. REFERENCE UC001 FOR VERTICAL DATUM.
2. REFERENCE US101 FOR COLUMN SIZE
3.
4. U.N.O. ALL STEEL SHALL BE HOT DIPPED GALVANIZED.
5. CONNECT LOWER BEAM TO UPPER BEAM w/ 2-3/4" DIA. BOLTS
@ 2'-0" O.C. FOR THE LENGTH OF THE BEAM.
REFERENCE B1/US512
W21x68 W18x40
T O
S
W x
T O
S
W x
T O
S
W x
W21x68 W18x40
0.5T
HOIST BEAM FOR
SUMP PUMP (TYP.)
AT (6) LOCATIONS
SEE NOTE 5
J A
N
B
E C
W x
W x
C
O N
T
B E
L O
W
W
W x
C
O N
T
B E
L O
W
W
F E
B
B
E
G K L
A B C D E H I JF
CIVIL WORK POINT
#11: REFERENCE
UC104
TO OUTSIDE FACE OF CONC. INTAKE
STRUCTURE WALL @ FDN LEVEL
D
C
A
B
D E
S C
R I P
T I O
N D
A
SAVANNAH
S Y
M B
O L
B Y
PLATE
REFERENCE
NUMBER
SHEET
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
S A
V A
N N
S
T R
I C
T
F I L
E
N
A M
E
S U
B M
I T
T E
D
B
Y
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
C A
T E
G O
D
E
P L
T
E
P L
A
L E
S
I Z
E
D
X
$$USERNAME$$
$$SYSTIME$$
$$DGNSPEC$$
D G
N S
P E
C
S Y
S T
I M
E
U S
E R
N A
M E
S A
V A
N N
V
O
X Y
G E
N A
T I O
N
P
R O
J E
C T
V
E R
S P
E E
N
R
A M
I N
G
P
L A
N
US132
M
D
A N
I E
L
L
K
I M
P E
L B
L A
I S
S T
O A
Z I Z
U S d w g
M
G
A R
V E
R
N
O V
E M
B E
R
W H
N R
C W
K
NOTES:
1. REFERENCE UC001 FOR VERTICAL DATUM.
2. REFERENCE US130 FOR COLUMN SIZE.
3.
4. INDICATES LOCATION OF BRACE FRAME.
REFERENCE US330 FOR ADDITIONAL INFORMATION.
5. TOP OF STEEL = +40'-10" TYPICAL.
6. REFERENCE US512 FOR HANDRAIL INFORMATION.
7. U.N.O. ALL STEEL SHALL BE HOT DIPPED GALVANIZED.
W24x68
MOMENT
CONNECTION
BEAM SIZE
COLUMN
C=1
CAMBER (INCHES)
SPEECE CONES - FRAMING PLAN
SCALE 1/4" = 1'-0"
A1
77'-0"
16'-0"
16'-0"16'-0"17'-0"
20'-10"
2'-3"
12'-9"12'-9"4'-3"12'-9"4'-3"
C E
N T
E R
L I N
E
O
F
S
P E
E C
E
C
O N
E
CENTERLINE OF SPEECE CONE
BRACE FRAME #1
BRACE FRAME #1
BRACE FRAME #2
BRACE FRAME #2
B R
A C
E
F
R A
M
B R
A C
E
F
R A
W16x40
W16x40 W16x40
W16x40 W16x40 W16x40
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
A
N
T
W x
W x
W x
W x
W x
RETAINING WALL BELOW
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
T
Y
P
T
Y
P
P
T
Y
P
13'-0"
17'-0"17'-0"17'-0" 8'-10"
16'-0"
C
U S
U
S
B
U
S
D1
US510
13'-0"
1-1/2"x
STEEL GRATING
T.O.S.
+40'-10"
T.O.S.
+40'-10"
W21x50
TYP.
B3
US510
T
Y
P
T
Y
P
T
Y
P
T
Y
P
W21x50
W21x50
W x
W x
W x
W x
W x
W x
W x
W x
W x
B
S
I
M
T
Y
P
W x
W x
B
U
S
B
U
S
D
U
S
C1
US330
C
U S
D1
US510
TYP.
U
S
B
T
Y
P
T
Y
A
N
T
D
U
S
T
Y
A
N
T
PROFILE OF SUPPLY PIPING (HIGH)
REFERENCE PROCESS DRAWINGS
OUTLINE OF GUARDRAIL,
SEE NOTE 6
RETAINING WALL BELOW
STEEL GRATING
(TYP)
FIXED STAINLESS STEEL
LADDER WITH HARNESSED
FALL PROTECTION (TYP.)
REFERENCE A1/US511
OUTLINE OF PLATFORM
B R
A C
E
F
R A
2'-0"
3'-3"
1'-0"
8'-10"
14'-0"
W21x50
W21x50
SIM.
F E
B
B
E C
W12x40
W12x40
W12x40
W12x40
W12x40
W12x40
W12x40
W12x40
W12x40
W12x40
G
R
A
T
E
S
P
A
N
G R
A T
E
S P
A N
SCALE: NTS
DETAIL S.O.G. CONSTRUCTION JT.
D2
SCALE: NTS
DETAIL S.O.G. CONTROL JOINT
D3
SCALE: NTS
SLAB ON GRADE TURNDOWN
D4
SCALE: NTS
DETAIL: STEEL ARRANGEMENT CONC. INTERSECTIONS & CORNERS
B1
SCALE: NTS
DETAIL: WALL CONSTRUCTION JT.
B3
SCALE: NTS
NOT USED
C2
SCALE: NTS
DETAIL AT WALL KEY
C4
SCALE: NTS
STEPPED FTG REINF. DETAILS
B4
SCALE: NTS
DETAIL AT PIPE PENETRATION
D5
SCALE: NTS
DETAIL: WALL OPNG.
C4
SCALE: NTS
DETAIL: GRATING @ TRASH TROUGH
A1
SCALE: NTS
DETAIL AT HOUSE-KEEPING SLAB
A2
SCALE: NTS
NOT USED
A5
R E
F
P
L A
N
SCALE: NTS
SECTION EXT. GRADE BEAM @ ELEC.
A3
SCALE: NTS
SECTION INT. GRADE BEAM @ ELEC.
A4
SCALE: NTS
NOT USED
C1
SCALE: NTS
NOT USED
D1
SCALE: NTS
NOT USED
C3
D
C
A
B
D E
S C
R I P
T I O
N D
A
SAVANNAH
S Y
M B
O L
B Y
PLATE
REFERENCE
NUMBER
SHEET
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
S A
V A
N N
S
T R
I C
T
F I L
E
N
A M
E
S U
B M
I T
T E
D
B
Y
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
C A
T E
G O
D
E
P L
T
E
P L
A
L E
S
I Z
E
D
X
$$USERNAME$$
$$SYSTIME$$
$$DGNSPEC$$
D G
N S
P E
C
S Y
S T
I M
E
U S
E R
N A
M E
NOTES:
1. CONTROL JOINTS SHALL BE PLACED AT ALL CORNERS WHERE SLAB EDGES
CHANGE DIRECTION AND ON 4 SIDES OF COLUMN LOCATIONS AS SHOWN
BELOW. INTERMEDIATE JOINTS SHALL BE PLACED SO SIDES SHALL NOT
EXCEED 1.5:1. SEE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS.
2. MAKE SAW CUT AS SOON AS SLAB IS ABLE TO SUPPORT WEIGHT OF WORKERS
AND SAWING EQUIPMENT WITHOUT DAMAGE TO FINISH SURFACE OF SLAB.
SAW-CUTS MUST BE DONE ON THE SAME DAY THE SLAB IS POURED.
NOTES:
1. SEE PLAN FOR SLAB THICKNESS (T) AND REINFORCEMENT.
2. SLAB REINFORCEMENT SHALL BE CHAIRED BY SOIL SUPPORTED SLAB
BOLSTERS.
3. DO NOT USE THE KEY JOINT FOR SCREEDING. BREAK BOND BETWEEN NEW
AND PREVIOUSLY PLACED SLAB BY SPRAYING OR PAINTING EXPOSED SIDE OF
KEY AND DOWEL WITH A CURING COMPOUND, ASPHALTIC EMULSION, OR
FORM OIL.
4. SUBGRADE SHALL BE FREE OF STANDING WATER AT THE TIME OF CONCRETE
PLACEMENT.
PER MFR. INSTRUCTIONS (22 GA
GALV) INSTALL PREFAB METAL
FORM
℄ SAW CUT
NOTES:
1. (S) MAX = 2'-0"
WALL REINF.
C
L
A
D
C
L R
2x(S) MIN
S
S
D
N O
Q
T/6
6" 6"
T
E Q
NOTES:
1. SUBMIT PROPOSED WALL JOINT LOCATIONS FOR APPROVAL PRIOR TO POURING
WALL.
2. PROVIDE WALL CONSTRUCTION JOINTS SUCH THAT NO SINGLE WALL POUR EXCEED
40' IN LENGTH.
3. THERE SHALL BE NO VERTICAL CONSTRUCTION JOINTS IN WALLS WITHIN 5'-0" OF
CORNERS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS.
T
WATERSTOP
CHAMPHER &
SEAL EACH FACE
SAME SIZE & NO.
AS TYPICAL FOOTING
REINFORCING
W.W.F.
W W
F
P
T H
A
B
P
T H
A
B
#4@12"
3'-0"
SPLICE BARS SHALL BE SAME SIZE
& SPACING AS HORIZONTAL WALL STEEL
SCHEDULED
WALL REINF.
STEEL (TYP.)
SCHEDULED
WALL REINF.
STEEL (TYP.)
PROVIDE 2 ADDN'L VERTICAL BARS
EACH SIDE OF CONSTRUCTION JOINT.
SIZE OF BARS TO BE SAME AS
ADJACENT HORIZ. BARS U.N.O.
SEE GENERAL NOTES FOR WALL
REINFORCING SPLICE CRITERIA
(SPLICE NOT REQUIRED AT
CONSTRUCTION JOINTS.)
FULL HEIGHT VERTICAL
SHEAR KEY
PLAN VIEW
FOOTING TOP REINF.
"D"
MIN.
2"CLR.
TYP.
SCHE'D REINF.
PLACE HALF THE NO. OF
INTERRUPTED BARS ON EA.
SIDE OF OPG. AT 3" AT
SCHEDULED LENGTH. (2#5
MIN.)
PLACE HALF THE NO. OF
INTERRUPTED BARS ON EA.
DIAGONAL OF OPG. AT 3" AT
SCHEDULED LENGTH. (2#5
MIN.)
BAR GRATING
CONTRACTOR TO PROVIDE
FORM FOR CONCRETE EDGE
2" MIN"
NOTES:
1. CONTRACTOR SHALL COORDINATE MINIMUM REQUIRED GRATING
SEAT WITH GRATING SUPPLIER.
NOTE 1
S E
E
P
L A
N
1/8"
SLOPE 1:10
(2) #5 T&B, CONT. (LAP 2'-6")
2'-0" MIN.
3" CLR
T
1'-0" 1'-0"
T
CLASS "B"
C L
A S
S
B
CLASS "B" CLASS "B"
C L
A S
S
B
CLASS B LAP (TYP.)
PIPE SLV. OR OTHER ROUND
OPNG.. SEE UD105 FOR PLAN
LOCATIONS. SEE UD 503 DETAIL
C-4 FOR SLEEVE SIZE.
S A
V A
N N
V
O
X Y
G E
N A
T I O
N
P
R O
J E
C T
V
E R
C O
N C
R E
T
A I L
S
S H
E E
US500
M
D
A N
I E
L
L
K
I M
P E
L B
L A
I S
S T
O A
Z I Z
U S d w g
M
G
A R
V E
R
N
O V
E M
B E
R
W H
N R
C W
K
NOTES:
1. REFERENCE US001 FOR ADDITIONAL REINFORCEMENT AND CONCRETE
INFORMATION.
EA. FACE
CHAMFER & SEAL
AS REQ'D.
HORIZ. REINF.
VERT. AND
WATERSTOP
M
I N
SCHEDULED REINF.
INTERRUPTED BY OPG.
CLASS "B"
PLACE HALF THE NO. OF
INTERRUPTED BARS ON EA.
SIDE OF OPG. AT 3" AT
SCHEDULED LENGTH. (2#5 MIN.)
SCHE'D REINF.
SCHEDULED REINF.
INTERRUPTED BY OPG.
PLACE HALF THE NO. OF INTERRUPTED
BARS ON EA. DIAGONAL OF OPG. AT 3"
AT SCHEDULED LENGTH. (2#5 MIN.)
R
T
Y
P
REF. PLAN
7 #12 EA. WAY
#4 @ 12 W/
STD. 90 DEG. HK.
SLAB REF. PLAN
SCHED. S LAP REINF
REF. PLAN
HP PILE
REF. PLAN
CLR (TYP)
#4 @ 12"
4'-0"
SCHED.
REINF. REF.
US600
SLAB TURN DOWN
REF.D4/US500
HP PILE
REF. PLAN
SCHED.TIES
REF.US600
SCHED.CMU REINF.
REF.ARCH.
CMU WALL
REF.ARCH.
BRICK WALL
REF.ARCH.
3" CLR., TYP.
T/SLAB
REF. PLAN
EXT. GRADE
REF. CIVIL
ALTERNATE
#4 @ 12"
4'-0"
SCHED.
REINF. REF.
US600
SLAB TURN DOWN
REF. D4/US500
HP PILE
REF. PLAN
SCHED.TIES
REF. US600
1'-4" 1'-4"
1'-4"
REF. US600 FOR BM
SIZE & REINF.
REF. US600 FOR BM
SIZE & REINF.
J A
N
B
E C
F E
B
B
D3
US504
US504
2"
US504
D
C
A
B
D E
S C
R I P
T I O
N D
A
SAVANNAH
S Y
M B
O L
B Y
PLATE
REFERENCE
NUMBER
SHEET
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
S A
V A
N N
S
T R
I C
T
F I L
E
N
A M
E
S U
B M
I T
T E
D
B
Y
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
C A
T E
G O
D
E
P L
T
E
P L
A
L E
S
I Z
E
D
X
$$USERNAME$$
$$SYSTIME$$
$$DGNSPEC$$
D G
N S
P E
C
S Y
S T
I M
E
U S
E R
N A
M E
S A
V A
N N
V
O
X Y
G E
N A
T I O
N
P
R O
J E
C T
V
E R
C O
N C
R E
T
A I L
S
S H
E E
US504
M
D
A N
I E
L
L
K
I M
P E
L B
L A
I S
S T
O A
Z I Z
U S d w g
M
G
A R
V E
R
N
O V
E M
B E
R
W H
N R
C W
K
BAR SCREEN
ASSEMBLY
T/DECK
REF. US101
T/SLAB
SEE PLAN
SCALE 3/4" = 1'-0"
PARTIAL ELEVATION: BAR SCREEN
D1
SCALE 3/4" = 1'-0"
DETAIL: BOTT. BAR-SCREEN SUPPT.
C1
SCALE 3/4" = 1'-0"
DETAIL: TOP BAR-SCREEN SUPPT.
D5
SCALE 3/4" = 1'-0"
SECTION: BAR-SCREEN ASSEMBLY
C2
US504
C1
US504
D4
US504
D5
SCALE 3/4" = 1'-0"
SECTION: SIDE BAR SCREEN SUPPT.
D4
SCALE 3/4" = 1'-0"
SECTION: SIDE BAR SCREEN SUPPT.
D3
C2
BAR SCREEN
ASSEMBLY
BY BAR-SCREEN
MANUF.
T/SLAB
VARIES
BAR SCREEN
BRACE
BY BAR-SCREEN
SUPPLIER
BAR SCREEN BRACE
BY BAR-SCREEN SUPPLIER
BRACE CONNECTION W/ OVERSIZED HOLES
BY BAR-SCREEN SUPPLIER
CONC. WALL AT INTAKE
CHANNEL BY
BAR SCREEN SUPPLIER
CHANNEL CONNX. BY
BAR SCREEN
SUPPLIER
BAR-SCREEN BY
BAR SCREEN
SUPPLIER
5/16" THK PLATE
(4)-7/8" DIA. HEADED
STUD EMBEDDED 10"
BAR SCREEN
ASSEMBLY
3/4" DIA. BOLT @ 1'-0"
5/16" THK BENT PLATE
1/4" THK. STIFF.
PLATE @ 12"
1/4
HSS6x6x
REF.
PLAN,
CONNECTION TO
INTAKE WALL
REF. C3/US504
8-12
BAR SCREEN
ASSEMBLY
STAND OFF ANGLE BY
BAR-SCREEN GUPPLIER
3/4" DIA. BOLT MIN.
HILTI HIT-HY 150MAX + HAS,
" DIA. EMBEDDED 4
" MIN.
@ 12". OR APPROVED EQUAL
5/16" THK BENT
CONT. PLATE
1/4" THK. STIFF. PLATE
1" MIN. NON-SHRINK
GROUT
SCALE 3/4" = 1'-0"
DETAIL: BAR SCREEN SUPPORT AT WALL
C3
T/DECK @ INTAKE
REF. US101
HSS6x6x1/4
L 6x6x
ERECTION
ANGLE
(OPTIONAL)
1/4
9"
1/4
3 SIDES
T/DECK @ INTAKE
REF. US101
1/4
1/4
L 6x6x
ERECTION
ANGLE
(OPTIONAL)
6"x1'-0"x
" THK BENT PLATE
W/ (5)
" DIA. HEADED STUDS
EMBEDDED 4" MIN.
HSS6x6x 1/4
9"x1'-0"x
" THK
BENT PLATE
2" 2" 2"
SCALE 3/4" = 1'-0"
DETAIL: BAR SCREEN SUPPORT AT WALL
C4
C3
F E
B
B
1/2" COVER PLATE
W6x25
SPACED 10'-0"
O.C. MAX.
AISC MIN.
W6x25
T/SLAB
REF. DS121
T/STEEL
9'-0" ABOVE SLAB
(MAX)
PROCESS PIPING
w/ 1/2" DIA. "U" BOLTS @
10'-0" MAX. IN STD. HOLES
12" x 12" x 1/4"
THK. PLATE
2" NON-SHRINK GROUT
1-1/2" MIN.
1/2" DIA. SS HILTI KWIK
BOLT 3 EMBEDDED
3-5/8" MIN. OR
APPROVED EQUAL
T/CONC.
D
C
A
B
D E
S C
R I P
T I O
N D
A
SAVANNAH
S Y
M B
O L
B Y
PLATE
REFERENCE
NUMBER
SHEET
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
S A
V A
N N
S
T R
I C
T
F I L
E
N
A M
E
S U
B M
I T
T E
D
B
Y
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
C A
T E
G O
D
E
P L
T
E
P L
A
L E
S
I Z
E
D
X
$$USERNAME$$
$$SYSTIME$$
$$DGNSPEC$$
D G
N S
P E
C
S Y
S T
I M
E
U S
E R
N A
M E
L3 1/2x3 1/2x5/16
DECK SUPPORT
(N.S. & F.S.)
W COLUMN W/3/4" MIN. B.P
4-3/4" DIA. A325 BOLTS
5/16
5/16
1/2" BASE PLATE
1 1/2", MIN.
HSS COLUMN
1/4"
3/4" (MIN.)
(4)-3/4"DIA. A325 BOLTS.
A325 BOLTS THAT WILL
USE MAX. NO. OF 3/4"DIA.
FIT IN BEAM DEPTH.
BACKING BAR
TYP. T&B FLANGES
MIN.
3/8" STIFFENER EACH
SIDE WEB TO ALIGN W/
COLUMN FLANGES
STIFF. PLATES EA. SIDE
TO MATCH FLANGE OF
COLUMN ABOVE
SEE COLUMN
SCHEDULE
SCALE: NTS
HSS CONNECTION DETAIL
D1
W-BEAM REF. PLAN
5/16
SCALE: NTS
CONNECTION DETAIL
D2
SCALE: NTS
CONNECTION DETAIL
D3
SCALE: NTS
CONNECTION DETAIL
C1
S A
V A
N N
V
O
X Y
G E
N A
T I O
N
P
R O
J E
C T
V
E R
S T
E E
L
T
Y P
I C
A L
D E
T A
I L
S
S
H E
US510
M
D
A N
I E
L
L
K
I M
P E
L B
L A
I S
S T
O A
Z I Z
U S d w g
M
G
A R
V E
R
N
O V
E M
B E
R
W H
N R
C W
K
P WASHERS
L
W.P
SLOTTED THRU P
MIN. 5/8" THICK.
L
P u
P
R O
J
SCALE: NTS
CONN. AT BRACE FRAME COLUMN
C4
P u
SCALE: NTS
DETAIL AT BRACED FRAME CONN.
C2
FULL DEPTH STIFF
3/8" THK. PLATE EA. SIDE
W.P.
1/2" THK.
GUSSET PLATE
NOTES:
1. SEE BRACING ELEVATION ON SHEET US330 FOR "Pu"
2. PROPORTION WELD FOR "Pu", INCREASE SIZE BY
AMOUNT OF GAP. (3/16" GAP MAX.)
3. PROPORTION CONNECTION FOR FORCES PER AISC.
NOTE 2
SCALE: NTS
MOMENT CONN. AT HSS COLUMN
C3
SCALE: NTS
BRACE DETAIL
A1
1 1/2" MIN. NON-SHRINK
SCHEDULE
SEE COL.
LVLG NUT
& WASHER
NUTS OR LEVELING PLATES
WASHERS AND LEVELING
DOUBLE HEAVY
HEX NUT.
1 1/2" TYP.
S E
E
S
C H
E D
M
I N
GROUT
AISC MIN.
SCALE: NTS
CONNX DETAIL AT COL. SUPPORT
B4
COLUMN REF.
PLAN FOR SIZE
PILE CAP REF.
FOUNDATION PLAN
REF US601
SCALE: NTS
PIPE SUPPORT
A4
SCALE: NTS
BEARING PLATE DETAIL
A5
5/8" DIA HEADED STUDS
EMBEDDED 6" MIN. INTO
CONC.
SCALE: NTS
BEARING PLATE DETAIL
A3
3"
AT CONTINUOUS COLUMN.
FULL DEPTH
DBL. ANGLES3
(TYP.)
3/8" THK. PLATE
5/16
USE MAX. NO. OF A325
BOLTS THAT WILL FIT
IN BEAM DEPTH. STEEL
NOTE 9 DS001
W-BEAM
ERECTION SEAT
AS REQUIRED
SHOP ATTATCHED
DBL. ANGLES 5/16"
THICK MIN. FULL
DEPTH (TYP.)
DESIGN BOLTS
REFERENCE STEEL
NOTE 9 ON US001
PLATE
PLATE BY DESIGN
1/2" THK. MIN.
THRU PLATE
BY DESIGN
DESIGN BOLTS
REFERENCE STEEL
NOTE 9 ON US001
REFERENCE
COL. SCHEDULE
FOR SIZE AND
LOCATION
5/16
5/8 RETURN
AT TOP
N
EXTEND BASE
PLATE AS
REQUIRED TO
TRANSFER GUSSET
PLATE FORCE
PILE CAP
ANCHOR BOLTS
REFERENCE US 601
N
T
Y
P
C
S
HSS COL. REF.
SCHEDULE ON
US601
NOTE 2
1 1/2" MIN. NON
SHRINK GROUT
REINF. SEE FTG.
SCHED.
1/2" THK. DBL
ANGLE MIN. (TYP.)
W-BEAM REF.
PLAN
HSS COL. REF.
SCHEDULE ON
US601
4 SIDES
NOTE 2
4 SIDES
NOTE 2
5/16
5/16
5/8 RETURN
AT TOP MIN.
1/2" THK. DBL
ANGLE MIN. (TYP.)
N
T
Y
P
GUSSET PLATE
5/8" MIN.
C
S
SCALE: NTS
BEAM SHEAR CONNECTION DETAIL
A2
W-BEAM REF. PLAN
W BEAM SEE PLAN
HSS7x7
REF. A1/US304
WORK POINT
C.L. BEAM
C
S
1'-7"
N
1" THK. A36 PLATE
8'-0" 6" 3"
HSS6x6 REF.
A1/US304
1/2" THK.
EMBED PLATE
1'-6"
CONC. WALL AT INTAKE
SECTION "A-A"
"A-A"
5/16"
5/16"
"A-A"
BOLT DIA. & QTY.
BY DESIGN
BOLT DIA. & QTY.
BY DESIGN
MIN.
USE MAX. NO. OF 3/4"DIA.
A325 BOLTS THAT WILL
FIT IN BEAM DEPTH. REF.
STEEL NOTE 9 US001
4 SIDES
5/16"
SCALE: NTS
ELEVATED PIPE SUPPORT SECTION
B1
A
A
B
M
I N
STEEL FLANGE OR
CONC. SURFACE
SECTION A-A SECTION B-B
M
A X
1/2" MIN.
1/4
BOLTS
H
D
"W"
D
I
A
M
E
T
E
R
THRUST
T
Y P
"W"
1'-0"
(TYP.)
1'-0"
(TYP.)
EQ EQ
6" 6"
PIPE
DIA.
D W Y
ALLOWABLE
THRUST
60"
5'-0" 6'-0" 132 KIPS
48" 4'-0" 5'-6" 132 KIPS
42"
3'-6" 4'-6" 131 KIPS
36"
3'-0" 4'-0" 127 KIPS
30" 2'-6" 3'-6" 122 KIPS
24"
2'-0" 3'-0" 116 KIPS
20"
1'-8" 2'-8" 111 KIPS
STEEL
CLAMP,
MATCH
DIA. PIPE
S
T
E
P
E
R
E
O
C
E
S
S
H
3'-6"
3'-6"
Y
12"
18"
21"
24"
27"
30"
32"
3'-6"
3'-6"
3'-6"
3'-6"
3'-6"
" THK
STL PLATE
SAFETY NET
REF: CIVIL
1/4"
1" DIA. PIPE
CONT.
11"
1'-6"
3" 6" 6" 6" 6" 6" 6" 6" 3"
4'-0"
5/16"
3 SIDES
1/2" THK PLATE
OUTLINE OF
WALL AT INTAKE
"B-B""B-B"
11" 3" 6" 6" 6" 6" 6" 6" 6" 3"
CLASS "B" LAP
w/ HORZ. WALL REINF.
WALL REINF.
REF. US502
(5)-#5 HAIRPIN
ANCHOR REINF.
1/2" THK PLATE
SECTION "B-B"
WBEAM SEE PLAN
DP/PLATFORM
GRATING
W-BM
SEE PLAN
" Ø HEADED
STUD EMBEDDED
12" MIN INTO CONC
7'-0"
11"
J A
N
B
E C
AISC1
1 1/2", MIN.
NOTE 9
DS001
3. ANCHOR RODS REF. US601
1. SEE BRACING ELEVATIONS ON SHEET US330 FOR "Pu"
2. PROPORTION CONNECTION FOR FORCES PER THE AISC
NOTES:
NOTE: REFERENCE PROCESS DRAWINGS FOR
ANCHOR LOCATION AND GUIDE SPACING
1/4" NEOPRENE
GALVANIC
ISOLATION
3/4" MIN. BOLTS
1. REF. D1/DS510 FOR ADDITIONAL INFO
NOTE:
NOTE:
1. PROVIDE 1/16"
GAP CLEARANCE
AT "U" BOLT.
GUIDE SUPPORTS
ONLY.
NOTE 2
NOTE 2
NOTE 4
US001
3/8" STEEL PLATE
STIFFENERS AT 12"
3/4 BASE PLATE
13/16" DIA. ANCHOR BOLT HOLES
@ PIPE ANCHOR LOCATIONS.
13/16" SLOTTED HOLE @ GUIDE
LOCATIONS.
3/8" STEEL
PLATE WEB
2"
2"
5" 5"
4" 6
4"
SECTION C-C
2"
2"
5" 5"
4" 6
4"
STEEL SUPPORT CONCRETE SUPPORT
D-D
VIEW
B @
STEEL
SUPPORT
C
C @
CONC.
SUPPORT
D-D
VIEW
NOTE: USE PTFE SLIDE
BEARING AT GUIDE
SUPPORT ONLY.
SCALE: NTS
BEAM SHEAR CONNECTION DETAIL
B3
SCALE: NTS
CONN. AT BRACE FRAME COLUMN
C5
WORK POINT
PIPE SUPPORT
BASE PLATE
STAINLESS
STEEL PL W/
PTFE COATED
SLIDE BEARING
1/8" PTFE
COATING
BASEPLATE OR
FLANGE
VIEW D-D
1/8" 1 1/2 @ 6"
2"
2"
F E
B
B
E C
10 GA. STAINLESS STEEL PL
w/ 1/8" PTFE COATING REF.
VIEW D-D
PIPE SUPPORT FRAME
3/4" NON-SHRINK GROUT
3/4" DIA. EXP. ANCHORS w/ PLATE
WASHER w/ 6" MIN. EMBED. IN
13/16"x2" SLOTTED HOLES AT
GUIDE SUPPORTS ONLY
3/4" DIA. ANCHORS
w/ PLATE WASHER IN 13/16"x2"
SLOTTED HOLES AT GUIDE
SUPPORTS ONLY
10 GA. STAINLESS STEEL PL
w/ 1/8" PTFE COATING
STEEL FLANGE
4" 4"
1'-1"
PLATE
"x13"W w/ STD HOLES
BASE PLATE
CONDITION
C OF BOLT
L
C OF BOLT
7" MIN.
D
C
A
B
D E
S C
R I P
T I O
N D
A
SAVANNAH
S Y
M B
O L
B Y
PLATE
REFERENCE
NUMBER
SHEET
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
S A
V A
N N
S
T R
I C
T
F I L
E
N
A M
E
S U
B M
I T
T E
D
B
Y
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
C A
T E
G O
D
E
P L
T
E
P L
A
L E
S
I Z
E
D
X
$$USERNAME$$
$$SYSTIME$$
$$DGNSPEC$$
D G
N S
P E
C
S Y
S T
I M
E
U S
E R
N A
M E
S A
V A
N N
V
O
X Y
G E
N A
T I O
N
P
R O
J E
C T
V
E R
S T
E E
L
T
Y P
I C
A L
D E
T A
I L
S
S
H E
US511
M
D
A N
I E
L
L
K
I M
P E
L B
L A
I S
S T
O A
Z I Z
U S d w g
M
G
A R
V E
R
N
O V
E M
B E
R
W H
N R
C W
K
SELF-CLOSING GATE
(SEE SPEC. NOTE A.8)
S.S. BRACKET
(SEE DETAIL
D2/US511)
SPLICE
1 1/2" DIA.
STAINLESS
STEEL PIPE
1" X 1 1/4" S.S.
RUNG
SCALE NTS
TYPICAL FIXED LADDER
C1
SCALE NTS
BRACKET DETAIL @ VERTICAL WALL
C2
SLAB
OPENING
SCALE NTS
FIXED LADDER @ OPEN PLATFORMS
A1
SCALE NTS
BRACKET DETAIL
B2
SCALE NTS
EXTENDED BRACKET DETAIL @ PIPING
D3
SPLICE TO BE USED WHEN PIPE LENGTH
EXCEEDS 24 FEET. LOCATE SPLICE
BELOW SECOND SET OF BRACKETS
FROM TOP RUNG.
SPLICE DETAIL
10" MAX. O.D. PIPE,
REF. PROCESS DRAWINGS
SPLICE TO BE USED WHEN PIPE LENGTH
EXCEEDS 24 FEET. LOCATE SPLICE
BELOW SECOND SET OF BRACKETS
FROM TOP RUNG.
SPLICE DETAIL
17 1/2"
MAX.
1 9/16" DIA. S.S.
TUBE W/ .219"
WALL
3/8"DIA.
S.S. SET
SCREW
S.S. BRACKET
(SEE DETAIL)
1 1/2" DIA. STAINLESS
STEEL PIPE
STEEL TUBE
PLATFORM
COLUMN
24" LONG
INTERMEDIATE
CHANNEL SUPPORTS
@ 8'-0" O.C. MAX.
SPLICE TO BE USED WHEN PIPE LENGTH
EXCEEDS 24 FEET . LOCATE SPLICE
BELOW SECOND SET OF BRACKETS
FROM TOP RUNG.
SPLICE DETAIL
1 9/16" DIA. S.S.
TUBE W/ .219"
WALL
3/8"DIA.
S.S. SET
SCREW
SPLICE
1 9/16" DIA. S.S.
TUBE W/ .219"
WALL
3/8"DIA.
S.S. SET
SCREW
SELF CLOSING GATE
TYP. GUARDRAIL.
REF. B3/US512
W-BEAM REFERENCE
PLAN FOR SIZE AND
LOCATION
1/8 6"
TYPICAL LADDER ELEVATION
TYPE A
1/2" DIA. HILTI
QUIK BOLT 3
EMBED 4", OR
APPROVED EQUAL
1/2" DIA. HILTI
QUIK BOLT 3
EMBED 4", OR
APPROVED EQUAL
1/4" BENT PLATE
OR ANGLE
BRACKET
EXTENSION
SEDIMENTATION PIPE,
REF. PROCESS DRAWINGS
PROVIDE 1/4" ANGLE
AS REQ'D AT GATE
POST
SELF-CLOSING GATE
(SEE SPEC. NOTE A.8)
S.S. BRACKET
(SEE DETAIL
D3/US511)
1 1/2" DIA.
STAINLESS
STEEL PIPE
1" X 1 1/4" S.S.
RUNG
SCALE NTS
TYPICAL FIXED LADDER
A3
SLAB
OPENING
TYPICAL LADDER ELEVATION
TYPE B
HANDRAIL, SEE PLAN
FOR CONFIGURATION
HANDRAIL, SEE PLAN
FOR CONFIGURATION
SPLICE
NOTES:
1. HANDRAILS, GUARDRAILS & LADDERS
SHALL BE OF STAINLESS STEEL
CONSTRUCTION AND FURNISHED
WITH NECESSARY ANCHORS.
HANDRAILS, GUARDRAILS AND
LADDERS SHALL BE CONSTRUCTED
OF TYPE 316L STAINLESS STEEL.
2. CONTRACTOR SHALL ISOLATE
LADDER CONSTRUCTION FROM
DISSIMILAR METALS IN THE SUPPORT
STRUCTURE , REFERENCE
SPECIFICATIONS FOR ISOLATION
TECHNIQUES.
3. ALL LADDERS GREATER THAN 20'-0" IN
HEIGHT SHALL HAVE HARNESSED
FALL PROTECTION.
PIPING
REF. PROCESS DRAWINGS
REF. A1/US512 FOR
GUARDRAIL TO BEAM
CONNECTION
F E
B
B
E C
V A
N N
V
O
X Y
G E
N A
T I O
N
P
R O
J E
C T
V
S
C H
A R
P
P O
R T
D E
T A
I L
S
S
H E
US530
M
D
A N
I E
L
L
K
I M
P E
L B
L A
I S
S T
O A
Z I Z
U S d w g
M
G
A R
V E
R
N
O V
E M
B E
R
W H
N R
C W
K
D
C
A
B
D E
S C
R I P
T I O
N D
A
SAVANNAH
S Y
M B
O L
B Y
PLATE
REFERENCE
NUMBER
SHEET
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
S A
V A
N N
S
T R
I C
T
F I L
E
N
A M
E
S U
B M
I T
T E
D
B
Y
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
C A
T E
G O
D
E
P L
T
E
P L
A
L E
S
I Z
E
D
X
$$USERNAME$$
$$SYSTIME$$
$$DGNSPEC$$
D G
N S
P E
C
S Y
S T
I M
E
U S
E R
N A
M E
SCALE N.T.S.
DISCHARGE PIPE SUPPORT ON LAND
A1
DISCHARGE PIPE SUPPORT SCHEDULE
DESIGNATION DIA. H W D B
COLLAR - 60 5'-0 1/2" 8'-0" 8'-0" 2'-6" 1'-4 1/4"
COLLAR - 36 3'-0 1/2" 5'-0" 5'-0" 2'-6" 0'-11 3/4"
COLLAR - 30 2'-6 1/2" 5'-0" 5'-0" 1'-6" 1'- 2 3/4"
D
I
A
E Q
E Q
H
BDIA.B
W
EQEQEQ EQ
D I A
E Q
E Q
4" 4"
E Q
E Q
D
B
EQ EQ
B
EQEQ
#4 TIES @ 8" o.c. MAX
3" CL.
MIN
C
L
M I N
#4 @ 8" o.c.
MAX
#4 @ 8" o.c.
MAX
5/8" DIA. THREADED
ROD W/ STANDARD
NUT AND WASHER
MC10x28.5
HELICAL PILE W/
PILE CAP
M I N
5/8" DIA. THREADED
ROD
MC10x28.5
1"
SCALE 3/4" = 1'-0"
HORIZ. DISCHARGE SUPPORT IN RIVER
A2
SCALE N.T.S.
PLAN - DISCHARGE DEADMAN
C1
NOTES:
1. SEE DISCHARGE PIPE SUPPORT SCHEDULE FOR
DIMENSIONS.
#4 TIES @ 8" o.c. MAX
SCALE 1:8
CONNECTION FROM HELICAL PILE
B5
SCALE 1:8
CONNECTION FROM DEADMAN
D5
MC10x28.5
1"
MC10x28.5
SCALE: N.T.S.
DISCHARGE PIPE SUPPORT REINFORCING - TYP.
D3
SCHEDULE 40
PIPE SLEEVE
3/4"
MIN
5/8" DIA.
THREADED ROD
4"
3"x3"x0.25"
PLATE WASHER
5/8" DIA. THREADED
ROD W/ NUTS &
3"x3"x1/4"
PLATE WASHER
APPROX;. GRADE VARIES
C5
US530
SCALE: 1:4
CONNECTION @ CUTOUT
C5
T/ PIPE
SEE CIVIL
P
I
P
E
D
I
A
M
E
T
E
R
R
E
H
E
D
MC12x31
COLLAR SUPPORT
REF: B1/US510
H
3" 2'-0" 1'-0"D3"2'-0"1'-0"
L
D
B5
D5
US530
US530
C4
US530
NOTES:
1. REFERENCE DC001 FOR VERTICAL DATUM.
2. ALL STEEL FRAMING SHALL BE HOT DIPPED GALVANIZED.
3. BOLTS, NUTS, AND WASHERS SHALL BE ASTM A307.
4. HELICAL PILES SHALL HAVE AN ALLOWABLE VERTICAL &
UPLIFT CAPACITY OF 10 KIPS. THE HELICAL PILE MIN. TIP
ELEVATION SHALL BE -35 FEET.
5. INSTALL HELICAL PILES IN ACCORDANCE WITH
SPECIFIACTION SECTION 31 63 36 HELICAL PILES.
6. FOR LOCATION OF ANCHORS, SEE CIVIL DRAWINGS.
C.L. PIPE
REF. PROCESS
8"
(2) - MC12x31
HOT DIPPED GALVANIZED
STEEL PIPE SADDLE
COLLAR SUPPORT
REF: B1/US510
SCALE 3/4" = 1'-0"
HORIZ. DISCH. PIPE SUPPORT DETAIL
C4
M
I N
M
I N
HELICAL PILE CAP W/
F E
B
B
E
C
A
B
D E
S C
R I P
T I O
N D
A
SAVANNAH
S Y
M B
O L
B Y
PLATE
REFERENCE
NUMBER
SHEET
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
S A
V A
N N
S
T R
I C
T
F I L
E
N
A M
E
S U
B M
I T
T E
D
B
Y
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
C A
T E
G O
D
E
P L
T
E
P L
A
L E
S
I Z
E
D
X
$$USERNAME$$
$$SYSTIME$$
$$DGNSPEC$$
D G
N S
P E
C
S Y
S T
I M
E
U S
E R
N A
M E
S A
V A
N N
V
O
X Y
G E
N A
T I O
N
P
R O
J E
C T
V
E R
P R
O C
E S
S
E
Q U
I P
M E
N T
P L
I T
E
UD100
D
A
S H
L O
C K
M
S
T O
N E
S T
O A
Z I Z
U D d w g
S
W
A L T
E R
S
N
O V
E M
B E
R
W H
N R
C W
K
SCALE: N.TS.
PROCESS AND EQUIPMENT PLAN
USC-1 USC-3
USC-5 USC-7
USC-2
USC-4
USC-6 USC-8
FLOW
OXG-1U
OXG-3U
OXG-5U
OXG-2U
OXG-4U
OXG-6U
O2
UP-1UP-2UP-3
INTAKE 1INTAKE 2INTAKE 3
OXYGEN PIPE DOWN TO 3
FEET BELOW GRADE (21.00
NAVD88) SEE SHEET UD101
RTU-1U
FISH TROUGH
SEE CIVIL PLANS
FOR DETAILS.
STAINLESS
STEEL PIPING
(TYPICAL)
UD101
UD102
UD103
UM101
UD300
ELECTRICAL
BUILDING
OXYGEN PIPE UP FROM
UNDERGROUND SEE
SHEET UD103
OXG-7U
OXG-8U
(FUTURE EXPANSION)
60" DIAMETER
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